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Home My WebLink About20200636.tiffJuly 10, 2019 DNR COLORADO Division of Reclamation. Mining and Safety Departmerit of Natural Resources J.C. York J&T Consulting, Inc. 305 Denver Ave., Suite D Fort Lupton, CO 80621 Re: DPG Pit, File No. M-2019-028, 112 Construction Materials Reclamation Permit Application, Preliminary Adequacy Review Mr. York: The Division of Reclamation, Mining and Safety (Division) has completed its preliminary adequacy review of the above referenced application submitted for the DPG Pit. All comment and review periods for the application began on May 30, 2019, when the application was called complete for filing purposes. The decision date for the application is set for August 28, 2019. The review consisted of comparing the application content with specific requirements of the Mineral Rules and Regulations of the Colorado Mined Land Reclamation Board for the Extraction of Construction Materials. The Division has identified adequacy items requiring clarification or additional information. These items are identified below under their respective exhibit heading, and are numbered sequentially. Application Form: 1) Throughout the application form, the Applicant/Operator or Company Name is written as "J-2 Contracting Co." (pages 1, 3, and 8). However, the company name is registered with the Colorado Secretary of State as "J-2 Contracting Company". The company name given in the application form must be written exactly the same as it is registered with the state. Therefore, please provide revised pages 1, 3, and 8 with the company name written as "J-2 Contracting Company". 2) On page 2, under item no. 9, the applicant must provide location information for the center of the area where the majority of mining will occur. The applicant included Section 11, Township 5 N, Range 65 W, the NE quarter of the SW quarter. However, in reviewing the legal description and maps submitted for the proposed affected lands, it appears the center of the area where the majority of mining will occur would be more accurately described as the NE quarter of the NW quarter of Section 12. Please revise page 2 as necessary to reflect the correct location information. 3) On page 8, a corporate seal must be provided for a corporation. If a corporate seal is available for J- 2 Contracting Company, please provide it on the revised page 8. 1313 Sherman Street. Room 215. Denver. CO 80203 P 303.866.3567 F 303.832.8106 http://mining.state.co.us Jared S. Polis. Governor I Dan Gibbs. Executive Director I Virginia Brannon. Director July 10. 2019 DPG Pit. File No. M-2019-028 Preliminary- Adequacy Review Page 2 of 12 Exhibit A — Legal Description (Rule 6.4.1): 4) The first paragraph of the legal description states "A tract of land located in the north 1/2 of section 12, and the southwest 1/4 of northeast corner of section 11...". After reviewing the rest of the legal description and the maps submitted for the proposed affected lands, it appears the lands are actually located in the southeast 1/4 of the northeast corner of section 11, and not the southwest 1/4 of the northeast corner. Therefore, please revise the legal description accordingly. Exhibit C — Pre -mining and Mining Plan Map(s) of Affected Lands (Rule 6.4.3): 5) On Exhibit C-1 — Pre -Mining Plan Map, the proposed permit boundary is difficult to trace, especially the western and southern boundaries. Considering this was the only Exhibit C map submitted that includes the entire proposed permit area, it is particularly important the boundaries are clearly delineated. Please submit a revised Exhibit C-1 map that legibly portrays the total proposed permit boundary. 6) Exhibits C-2 and C-3 Pre -Mining Plan Maps show the type and location of numerous structures contained on the area of affected land and within 200 feet of the affected land. However, the owner's name is not shown for several of these structures, including for an existing gravel road, borrow ditch, irrigation pond, building, tank, and pond on Exhibit C-2 map; and for existing roads (i.e., Holly Avenue), diversion structures, pump house, fences, water structure, buildings, and pond on Exhibit C-3 map. Please revise Exhibits C-2 and C-3 maps to include the owner's name for all permanent man-made structures located on and within 200 feet of the proposed affected lands. 7) Please indicate on Exhibits C-2 and C-3 Pre -Mining Plan Maps the owner(s) of the pipeline right- of-ways and pipeline easements located within the proposed permit area. 8) Exhibit C-5 — Mining Plan Map identifies a shop area located outside of the proposed southern permit boundary, adjacent to Holly Avenue, which is not shown on Exhibit C-3 — Pre -Mining Plan Map. Please state whether this shop area will be constructed for the operation. 9) Please show on Exhibits C-4 and C-5 Mining Plan Maps the anticipated location(s) for topsoil and overburden storage during operations. 10) Exhibits C-4 and C-5 Mining Plan Maps identify the location of a "Floodway" and a "Floodplain" for the Cache La Poudre and South Platte Rivers. Please specify the type of floodway and floodplain on these maps (e.g., 100 -year, 500 -year). 11) Please identify the proposed fuel storage location(s) on Exhibits C-4 and C-5 Mining Plan Maps. 12) The Phase 4 acreage shown on Exhibit C-4 — Mining Plan Map (44.1 acres) is different than the Phase 4 acreage shown on Exhibit C-5 — Mining Plan Map (45.4 acres). Please explain and/or correct this discrepancy on the appropriate map. July 10. 2019 DPG Pit. File No. M-2019-028 Preliminary- Adequacy Review Page 3 of 12 Exhibit D — Mining Plan (Rule 6.4.4): 13) The operator states the proposed permit area is 228.02 acres, with approximately 190.37 acres being mined, and the remaining area consisting of setbacks, road and utility right-of-ways, equipment storage, and plant site access. Please specify the proposed affected area if it differs from the proposed permit area, including all lands to be affected by the operation (e.g., mining, stockpiling, processing, slurry wall installation, stormwater control structures, sediment ponds, equipment storage, scale/scale house, improved or newly constructed access/haul roads). 14) Please specify the proposed maximum disturbance (in acres) for which the operator is proposing to post a financial warranty at this time. If this acreage does not include the entire proposed affected lands, please commit to submitting a Technical Revision to increase the maximum disturbed area and revise the bond estimate accordingly prior to creating additional disturbance. 15) If the proposed maximum disturbance at this time will occur in more than one of the five proposed mining phases, please specify the type and estimated amount of disturbance to occur in each phase (e.g., 45 acres — mining — Phases 1 and 2; 15 acres — processing/stockpiling — Phases 3 and 4). This information is needed to calculate the required financial warranty for the proposed operation. 16) Please confirm the proposed maximum mining depth for the operation is 114 feet (12 feet maximum overburden + 102 feet maximum aggregate deposit). 17) The operator proposes a designated concrete truck washout area consisting of a 30 foot by 20 foot three -cell concrete structure. The Division was unable to locate this proposed structure on the mining plan maps submitted. Please show the anticipated location for the concrete washout area(s) on the appropriate mining plan map(s). Additionally, please be sure to describe the proposed reclamation plan for this structure in Exhibit E, including whether it will need to be demolished or backfilled under the proposed maximum disturbance and bonding scenario. For example, if the operator is proposing to post a bond that covers disturbances in only particular phases at this time, during which the concrete washout structure will still be in use, then the reclamation plan (Exhibit E) and bond estimate (Exhibit L) must account for reclamation of this structure. 18) The operator proposes a 50 foot by 100 foot designated excess concrete product dumping area with an exterior berm. The Division was unable to locate this proposed area on the mining plan maps submitted. Please show the anticipated location for the excess concrete dumping area(s) on the appropriate mining plan map(s). Additionally, please be sure to describe the proposed reclamation plan for this feature in Exhibit E and include any costs for its reclamation in Exhibit L for the proposed maximum disturbance and bonding scenario. 19) The operator states that all local, State, and Federal rules and regulations will be followed for the storage and handling of any fuel, asphalt, cement, flyash, and admixtures required for the batching facilities. Given the location of the proposed operation within the 100 -year floodplain of the Cache La Poudre and South Platte Rivers (and 100 feet from the Cache La Poudre River), it is especially July 10. 2019 DPG Pit_ File No. M-2019-028 Preliminary- Adequacy Review Page4of12 important the operation practice proper storage and handling procedures for the above listed materials. Please provide a spill prevention, control, and countermeasure plan for the proposed operation. 20) The operator states that since reclamation will occur concurrently with mining, it is not anticipated that overburden material will be stockpiled long-term prior to use in production of road base and potentially backfilling of pit areas that are not lined with a slurry wall. However, it is the Division's understanding the operator is proposing to construct a slurry wall enclosure around an area/phase prior to mining out the pit. Please clarify what is meant by potentially backfilling pit areas not lined with a slurry wall. 21) There is some discrepancy in the mining plan regarding the proposed mining slope. A 3H:1V slope is proposed throughout most of the plan, but then a 2H:1V slope is proposed in the last paragraph. Please specify the proposed mining slope to be maintained during operations. If the pit slopes will be steeper than the proposed final configuration of 3H:1V, please specify the maximum length of pit slope at any time to be steeper than 3H:1V. This information is needed to calculate the required financial warranty for the proposed disturbance. Additionally, if pit slopes will be steeper than 3H:1V, the slope stability report provided in this application should be revised accordingly. 22) The operator is proposing mining the site in five phases, creating a total of four pits, each enclosed by a slurry wall. The operator proposes installing inlet and outlet structures on the mined pits/reservoirs for final reclamation. However, the operator has not discussed flood control measures to be implemented during operations. Please provide the anticipated sequencing for installation of the inlet/outlet structures. For example, does the operation intend to install the proposed inlet/outlet structures on the Phase 1 and 2 pit/reservoir prior to mining the Phase 3 pit/reservoir, and so on? Or does the operation propose installing all structures after mining is completed at the site? Please describe all measures to be taken during operations to minimize disturbances to the prevailing hydrologic balance of the affected land and of the surrounding area and to the quantity and quality of water in surface and groundwater systems, including preventing pit capture of the adjacent Cache La Poudre River during high flow events. 23) Please provide an approximate timetable to describe the mining operation, including an estimate of the periods of time which will be required for the various stages or phases of the operation, a description of the size and location of each area to be worked during each phase, and outlining the sequence in which each stage or phase of the operation will be carried out. Please be sure to include the proposed sequence for slurry wall installation as it relates to each mining phase. Exhibit E — Reclamation Plan (Rule 6.4.5): 24) The operator provided a table showing the estimated reclamation acreages per final land use, including for reservoir water surface, access roads, and reclaimed vegetated land and undisturbed land. Please revise this table to differentiate the acreages for reclaimed vegetated land from undisturbed land. July 10. 2019 DPG Pit_ File No. M-2019-028 Preliminary- Adequacy Review Page_5of12 25) Please provide the design specifications and quality assurance and control plan for the slurry wall enclosure to be installed under the proposed maximum disturbance and bond scenario. If this information is not available at this time, please commit to submitting a Technical Revision with this information prior to construction of the slurry wall. Additionally, please commit to submitting a final construction report for the installed slurry wall enclosure, including the results of any post - construction testing and as -built drawings. 26) The reclamation plan maps submitted in Exhibit F show four different types of riprap lined spillways (A -D) proposed to be installed on the reservoirs for reclamation. Please provide details on these proposed structures in Exhibit E, including an explanation for the different types, number, and locations proposed. The operator could always revise the proposed inlet/outlet structures at a later date through submittal of a Technical Revision, once the operational criteria for the reservoirs have been identified. However, the Division must hold bond costs for installing the proposed inlet/outlet structures, at a minimum, on the reservoir(s) to be mined within the proposed maximum disturbance scenario. Therefore, sufficient details for these structures must be provided to calculate the required financial warranty. 27) Please provide more details on reclamation of any recharge pond areas and sediment control structures, including the approximate volume of backfill material required. Additionally, please be sure any costs for reclaiming these features are included in the Exhibit L bond estimate. 28) Please provide details on reclamation of the dewatering pipe shown on the Exhibit C-4 — Mining Plan Map. Additionally, please be sure any costs for reclaiming this feature are included in the Exhibit L bond estimate. 29) Please provide details on reclamation of the proposed aggregate processing plant and concrete and asphalt batch plant. Will any structures (e.g., concrete foundations, buildings) require demolition for reclamation? Please be sure any costs for reclaiming these features are included in the Exhibit L bond estimate. 30) Please provide details on reclamation of the proposed truck scale and scale house. Will any structures (e.g., concrete foundations, buildings) require demolition for reclamation? Please be sure any costs for reclaiming these features are included in the Exhibit L bond estimate. 31) The proposed temporary stockpile seed mix includes Crested wheatgrass. While this grass species can be helpful for quick stabilization, it is not compatible with native grasses. If used for topsoil stabilization, this species would become part of the topsoil seedbase and potentially interfere with the growth of desired native grasses when the topsoil is used for reclamation. Please remove this species from the temporary stockpile seed mix, or replace it with a species that is more compatible with native grass species. 32) Please provide the expected time of year for reclamation seeding. July 10. 2019 DPG Pit. File No. M-2019-028 Preliminary- Adequacy Review Page 6 of 12 Exhibit F — Reclamation Plan Map (Rule 6.4.6): 33) Exhibits F-1 and F-2 Reclamation Plan Maps do not show any roads to remain around the reservoirs for reclamation. Does the operator propose leaving any roads within the affected lands for reclamation? If not, how will the proposed reservoirs be accessed for maintenance? Please be sure to show on the reclamation plan maps any roads to remain for reclamation. 34) Exhibits F-1 and F-2 Reclamation Plan Maps identify the location of a "Floodway" and a "Floodplain" for the Cache La Poudre and South Platte Rivers. Please specify the type of floodway and floodplain on these maps (e.g., 100 -year, 500 -year). Exhibit G — Water Information (Rule 6.4.7): 35) Please provide a stormwater management plan for the proposed operation. 36) The proposed lined reservoirs are located within the 100 -year flood plain of the nearby rivers. Therefore, please provide a flood analysis and control plan addressing how the operation will safely convey the expected 100 -year flood event throughout the life of mine, including during reclamation. The flood analysis should quantify the velocity and volume of flows expected on site from a 100 - year flood event, as well as the elevation of the 100 -year base flood event and its relation to the elevation of any proposed spillways and reservoir embankments. 37) Please identify all known aquifers in the vicinity of the proposed operation. 38) Please provide a site map showing potentiometric elevations for groundwater in the proposed affected lands and surrounding areas in relation to the existing monitoring wells and proposed reservoirs. Please be sure to indicate approximate flow direction(s) on the map. 39) The operator states the operation will impact the South Platte River and the Cache La Poudre River in the form of depletions due to evaporation and operational losses associated with mining. Please describe how the operation is expected to impact the local groundwater regime during operations and during reclamation, including estimated drawdown, and anticipated areas of mounding and shadowing from slurry wall installation. This information may be best portrayed on a site map in this Exhibit. Additionally, please indicate any water resources (e.g., tributary water courses, wells, springs, stock water ponds, reservoirs, ditches) located on or in the vicinity of the proposed affected lands that may be impacted by the proposed operation, and describe what type of impacts would be expected at that resource. 40) Please provide more details on the groundwater monitoring plan, including the sampling frequency, the frequency of reporting the results to the Division, and the specific criteria that would require implementation of the groundwater mitigation plan. 41) The operator provided water level monitoring data from two sampling events (April 19, 2019 and May 8, 2019) for nine existing monitoring wells installed within and adjacent to the proposed July 10. 2019 DPG Pit_ File No. M-2019-028 Preliminary- Adequacy Review Page 7 of 12 affected land boundary. Please commit to providing water level data collected from these wells during five successive calendar quarters prior to commencing with dewatering operations and/or slurry wall installation at the site. 42) The operator states the maximum exposed groundwater at the site during mining is estimated at 0.38 acres. However, elsewhere in this exhibit, the operator describes a dewatering ditch with a maximum surface area of 0.26 acres and a series of settling ponds totaling 8.5 acres, which would give a total surface area of 8.76 acres. Please specify the maximum amount of exposed groundwater to occur on site at any time. Exhibit H — Wildlife Information (Rule 6.4.8): 43) The Screening Report for Federal and State Listed Threatened and Endangered Species prepared by Ecological Resource Consultants, Inc. includes the following recommendations regarding migratory birds and raptor nest sites in the survey area: a. Any future land use changes that occur in the survey area that remove vegetation during the active nesting season for most migratory birds in this region of Colorado (April 1 — August 31) should first ensure that active nests are not disturbed. b. In accordance with CPW guidelines, no new disturbance should occur within 1/3 mile of the active red-tailed hawk nest between February 15 and June 15, or until the young have fledged. Once the nest becomes inactive, surface occupancy may resume within the 1/3 -mile buffer and vegetation occupied by the inactive nest may be removed. c. According to the USFWS Region 6 Migratory Bird Conservation Actions for Projects to Reduce the Risk of Take during the Nesting Season, an active nest survey should be performed "no more than 7-10 days prior to when work actually begins on the project site" to determine the presence and activity status of nests protected by the MBTA. If work for the project must begin prior to the nest becoming inactive within the 1/3 -mile buffer, further agency coordination would be required. Please incorporate these recommendations into the proposed mining plan, including commitments to performing the recommended surveys within the specified timeframes, to maintaining the recommended buffer zones during the specified timeframes, and to coordinating with CPW and/or USFWS as necessary. Exhibit J — Vegetation Information (Rule 6.4.10): 44) The Aquatic Resource Delineation Report prepared by Ecological Resource Consultants, Inc. (ERC) identifies several aquatic resources within and nearby the proposed affected land boundary, some of which are likely non jurisdictional, and others which are likely considered jurisdictional and subject to Section 404 Clean Water Act. The application states a request for an Approved Jurisdictional Determination is pending from the U.S. Army Corps of Engineers Denver Regulatory Office in order July 10. 2019 DPG Pit_ File No. M-2019-028 Preliminary- Adequacy Review Page8of12 to verify jurisdictional status of all aquatic resources on site. Please commit to not commencing with dewatering activities at the site until this determination has been received and a copy provided to the Division. Please be advised, if any of the identified aquatic resources are determined to be jurisdictional, the submittal of a permit revision may be required to comply with the requirements of Section 404 Clean Water Act, including demonstration of compliance with Rule 3.1.6(1) with regard to potential dewatering impacts to the jurisdictional aquatic resources. Exhibit L — Reclamation Costs (Rule 6.4.12): 45) The operator proposes a phased and cumulative bonding approach, and has provided estimated costs for each of the five mining phases. However, it is not clear in the application what specific phases or maximum disturbance the operator wishes to be bonded for at this time. On the Exhibits C-4 and C-5 Mining Plan Maps, it appears the operation would have disturbances in multiple phases at the same time, including slurry wall installation and mining in Phases 1 and 2, access, truck scale, and scale house in Phase 3, stockpiling and processing in Phases 3 and 4, and settling ponds in Phase 5. Therefore, the proposed phasing appears to correlate more with the anticipated excavation sequence rather than the proposed bond scenario. Please specify the maximum disturbance (in acres) the operation proposes at this time (e.g., slurry wall installation, mining, stockpiling, processing, equipment/truck storage, stormwater control features, sediments ponds, scale/scale house, improved or newly created access/haul roads). Additionally, please specify the type and approximate amount of disturbance (in acres) to occur in each phase for the proposed maximum disturbance and bond scenario. 46) Please submit an Exhibit L map showing the proposed scenario for the reclamation bond. This map should depict the site at the point of maximum disturbance (as proposed at this time), and should correlate with the bond estimate provided. Please be sure the map shows expected locations of topsoil and overburden stockpiles at that point in time, so the Division can estimate haul distances. 47) Please provide costs for installing all components of the proposed inlet/outlet structures for the proposed point of maximum disturbance. For example, if the operator is proposing to be bonded at this time for only the Phase 1-2 Pit/Reservoir 1, then only the applicable inlet/outlet structures proposed for that reservoir would need to be included in the bond estimate at this time. 48) Please be advised, the Division must hold 100% of the costs for installing the 1st slurry wall enclosure until the operator demonstrates the liner has been approved by the SEO, at which time, the operator may request a surety reduction to include 20% of the construction costs for this enclosure. The Division must hold a minimum of 20% of the construction costs for each completed and SEO approved slurry wall enclosure until the reservoir has been released from the permit. Please confirm the 1st slurry wall enclosure will be installed around Phases 1 and 2, identified as Reservoir 1 on Exhibit F-1 Reclamation Plan Map. Additionally, please be sure the bond estimate includes 100% of the costs for installing at a minimum the Pt slurry wall enclosure. 49) The summary of unit costs specifies a dollar amount per foot for installation of each of the proposed five phases of slurry wall installation, including 0-50 feet at $3/foot, 51-70 feet at $4/foot, and 71- July 10. 2019 DPG Pit_ File No. M-2019-028 Preliminary- Adequacy Review Page 9 of 12 95 feet at $13/foot, and provides an estimated total cost per linear foot for each of the five phases. However, the Division is unable to confirm the total cost for each phase of slurry wall construction without knowing the depths of installation for each phase. Please provide the average depth of installation for each slurry wall enclosure. Exhibit M — Other Permits and Licenses (Rule 6.4.13): 50) Will the operator be seeking SEO approval of the proposed slurry wall liners? If so, please include this "approval" in the list provided. 51) Will the operator be required to obtain a Section 404 permit from the U.S. Army Corps of Engineers in order to conduct the proposed mining and reclamation operations? If so, please include this "permit" in the list provided. The Division understands the operator may still be waiting on a jurisdictional determination from the USACE for the several aquatic resources identified on and nearby the proposed affected lands. In this case, the operator may state that a Section 404 permit may be required depending on the results of this determination. Exhibit S — Permanent Man-made Structures (Rule 6.4.19): 52) Please provide a list of all permanent, man-made structures located on or within 200 feet of the proposed affected land boundary, and their respective owner(s). 53) On June 17 and 18, 2019, the operator provided the Division with copies of the structure agreements mailed (on June 18, 2019) to owners of structures located on or within 200 feet of the proposed affected land boundary, and Certified Mail Receipts for the mailings. The Division has the following questions regarding these materials: a. While the operator provided a copy of the structure agreement sent to Xcel Energy, the Division could not find the associated Certified Mail Receipt. Please provide the Certified Mail Receipt demonstrating a structure agreement has been attempted with Xcel Energy. b. While the operator provided a copy of the structure agreement sent to Extraction Oil & Gas, the Division could not find the associated Certified Mail Receipt. Please provide the Certified Mail Receipt demonstrating a structure agreement has been attempted with Extraction Oil & Gas. c. While the operator provided a copy of the Certified Mail Receipt for SRC Energy Inc., the Division could not find the associated structure agreement. Please provide a copy of the structure agreement that was mailed to SRC Energy Inc. d. While the operator provided a copy of the Certified Mail Receipt for PDC Energy Inc., the Division could not find the associated structure agreement. Please provide a copy of the structure agreement that was mailed to PDC Energy Inc. July 10. 2019 DPG Pit_ File No. M-2019-028 Preliminary- Adequacy Review Page 10 of 12 e. While the operator provided a copy of the Certified Mail Receipt for Kerr-McGee Oil & Gas Onshore LP, the Division could not find the associated structure agreement. Please provide a copy of the structure agreement that was mailed to Kerr-McGee Oil & Gas Onshore LP. f. Until all structure owners have been identified on the Exhibit C maps, and the structure owner list (requested in item no. 52 above) has been provided, the Division cannot confirm that structure agreements have been attempted for all applicable structure owners. Please be sure that proof of such an attempt is provided for all permanent, man-made structures (not owned by J-2 Contracting Company) which are located on or within 200 feet of the proposed affected lands. 54) The application includes a Slope Stability Report (report) prepared by J&T Consulting, Inc., intended to satisfy the requirements of Rule 6.4.19(b) in the event that structure agreements cannot be reached. The Division has the following comments/questions regarding this report: a. No executed structure agreements have been submitted at this time for structures located on or within 200 feet of the proposed affected lands. Therefore, pursuant to Rule 6.4.19(b), the applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation. However, the report submitted does not address all structures identified on the Exhibit C maps. Please be advised, for all structures located on or within 200 feet of the proposed affected lands, which the operator is unable to obtain an executed structure agreement, an appropriate engineering evaluation must be provided which demonstrates such structures will not be damaged by activities occurring at the mining operation. b. The report does not suggest setbacks for several structures shown to be located within the proposed affected lands on the Exhibit C maps, including gas lines, gas tanks, fence lines, buildings, a pond, and Holly Avenue. Additionally, proposed setbacks for these structures are not shown on the Exhibit C maps. In fact, it appears the operation will mine through most of these structures. Please be advised, for any structures not owned by J-2 Contracting Company, which will be affected by the operation, the Division must receive a notarized agreement between the operator and the structure owner acknowledging as such. c. The report states the design criteria used to establish the desired minimum safety factors for the proposed project include a Factor of Safety (FOS) of 1.3 for static conditions, and a FOS of 1.0 for pseudo -static conditions. The policy of the Mined Land Reclamation Board for Factors of Safety for Slope Stability/Geotechnical Analyses (see enclosed policy) recommends the following minimum FOS for non -critical structures (e.g., fences): a FOS of 1.3 for static conditions and a FOS of 1.15 for analyses using seismic parameters; and for critical structures (e.g., residences, utilities, dams, pipelines, irrigation canals, public roads): a FOS of 1.5 for static conditions and a FOS of 1.3 for analyses using seismic parameters. Please be advised, the Division considers the majority of the structures located on or within 200 feet of the proposed affected lands (including all structures assessed in the slope stability report) to be critical structures. Therefore, please revise the report to include design criteria July 10. 2019 DPG Pit_ File No. M-2019-028 Preliminary- Adequacy Review Page 11 of 12 based on a FOS of 1.5 for static conditions and a FOS of 1.3 for analyses using seismic parameters. d. The report lists four recommendations for monitoring of slope stability, including, conducting a visual inspection of the excavated slopes on a weekly basis for the duration of mining, conducting a visual inspection after a major precipitation event that has saturated the ground using the same procedures, contacting qualified personnel to evaluate and recommend remediation work to stabilize the area in the event a visual inspection detects signs of potential slope failure, and if no visible signs of slope failure are detected during mining, reducing visual inspections to once every six months after mining completion, or after every major precipitation event. Please incorporate these recommendations into the proposed mining and reclamation plans. Additional Item(s): 55) Pursuant to Rule 1.6.2(1)(b), the Applicant shall provide a signed affidavit with the application that notice signs have been posted at the location of the proposed mine site according to the provisions of this Rule. A sample notice and affidavit form (see enclosed) was provided in the 112c permit application package. However, the Division was not able to find the required signed affidavit in the application materials submitted. Therefore, please submit a signed affidavit that satisfies the requirements of Rule 1.6.2(1)(b). 56) On June 17 and 18, 2019, the operator provided the Division with copies of the notices required by Rule 1.6.2(1)(f), and Certified Mail Receipts for the mailings. The Division has the following questions regarding these materials: a. While the operator provided a copy of the notice sent to Kerr-McGee Oil & Gas Onshore LP, the Division could not find the associated Certified Mail Receipt. Please provide the Certified Mail Receipt demonstrating the notice was mailed to Kerr-McGee Oil & Gas Onshore LP. b. While the operator provided a copy of the notice sent to PDC Energy Inc., the Division could not find the associated Certified Mail Receipt. Please provide the Certified Mail Receipt demonstrating the notice was mailed to PDC Energy Inc. c. While the operator provided a copy of the notice sent to SRC Energy Inc, the Division could not find the associated Certified Mail Receipt. Please provide the Certified Mail Receipt demonstrating the notice was mailed to SRC Energy Inc. d. While the operator provided a copy of the Certified Mail Receipt for Xcel Energy, the Division could not find the associated notice. Please provide a copy of the notice that was mailed to Xcel Energy. July 10. 2019 DPG Pit_ File No. M-2019-028 Preliminary- Adequacy Review Page 12 of 12 57) The comment letters received thus far on the application are enclosed for your review. Please inform the Division of how the operator intends to address any jurisdictional concerns expressed in these letters. 58) Please remember that, pursuant to Rule 1.6.2(1)(c), any changes or additions to the application on file in our office must also be reflected in the public review copy which was placed with the County Clerk and Recorder. Pursuant to Rule 6.4.18, you must provide our office with an affidavit or receipt indicating the date this was done. This concludes the Division's preliminary adequacy review of your application. Please ensure the Division sufficient time to complete its review process by responding to these adequacy items no later than two weeks prior to the decision date, by August 14, 2019. If you have any questions, you may contact me by telephone at 303-866-3567, ext. 8129, or by email at amy.eschbergerstate.co.us. Sincerely, NabuttA Amy Eschberger Environmental Protection Specialist Ends: Sample notice and affidavit form for compliance with Rule 1.6.2(1)(b) Policy of the Mined Land Reclamation Board for Factors of Safety for Slope Stability/ Geotechnical Analyses Comment from Division of Water Resources, received on June 5, 2019 Comment from Town of Kersey, received on June 11, 2019 Comment from History Colorado, received on July 2, 2019 Cc: Chris Leone J-2 Contracting Company 105 Coronado Ct., Unit A-101 Fort Collins, CO 80525 Michael Cunningham, DRMS proposed mining operation. The following is a sample of the Notice required for Rule 1.6.2(1)(b) that you may wish to use. NOTICE This site is the location of a proposed construction materials operation. (Name of the Applicant/Operator) whose address and phone number is (Address and Phone Number of the Applicant/Operator) has applied for a Reclamation Permit with the Colorado Mined Land Reclamation Board. Anyone wishing to comment on the application may view the application at the (County Name) County Clerk and Recorder's Office, (Clerk and Recorder's Office Address) , and should send comments prior to the end of the public comment period to the Division of Reclamation, Mining, and Safety, 1313 Sherman St, Room 215, Denver, Colorado 80203. Certification: I , hereby certify that I posted a sign containing the above notice for the proposed permit area known as the (Name of Operation) , on (Date Posted) SIGNATURE DATE be inspected at least once every two years, or more frequently if deemed necessary. 20.7.5 — Notices of Intent The Board directs the Division to inspect all operations for which a NOI has been submitted to and approved by the Division in accordance with section 34-32-113 and 34-32.5-113, C.R.S. as set forth below. 20.7.5.1 — Pre -operational Inspections. The Division shall evaluate whether to conduct a pre -operational inspection of any new NOI operation or any modification to an existing NOI operation on a case by case basis. The Division shall conduct a pre -operational inspection of any new NOI or any modifications to an existing NOI operation at which historic or pre -law features are to be disturbed or re-established. When sites are on land managed by a federal agency, a joint inspection with the federal agency is advised. The Division may determine not to conduct an inspection of any NOI operation which the Division determines to have minimal disturbance area or no potential to impact either the environment or the prevailing hydrological balance, provided that the NOI includes photographic documentation of pre -activity conditions. 20.7.5.2 — Potential for Environmental Impact. The Division shall inspect any active NOI operation that the Division determines to have no potential to affect the prevailing hydrological balance or have any other environmental impacts at least once every four years. The Division shall inspect any active NOI operation that may affect the prevailing hydrological balance or have any other environmental impacts as the Division deems necessary, but no less than once every four years. 20.7.5.3 — NOI Operations in Reclamation. The Division shall inspect all active NOI operations that are in any phase of reclamation: (a) once during the first year following the Division's receipt of notice of reclamation to ensure reclamation is progressing; and (b) once during the fourth year of reclamation to evaluate whether additional tasks must be accomplished to achieve final reclamation release. The Division may adjust the frequency of inspections as the Division deems necessary to ensure adequate monitoring of operations that are either sensitive areas or that may require particular environmental protection measures. 20.7.5.4 — Abandoned NOI Operations. Any active NOI operation for which an annual report is not submitted for two consecutive years shall be considered abandoned. The Division shall inspect an NOI operation that is considered abandoned for the purpose of ensuring that the financial warranty is sufficient to complete reclamation. 30.0 — Factors of Safety for Slope Stability/Geotechnical Analyses 30.1 — Definitions. Effective May 16, 2018 MLRB Policies Page 10 Factor of Safety — Ratio of forces resisting movement to those driving movement. Slope Failure — the movement (sliding or collapsing) of rock and/or soil in response to gravitational stresses, often under the influence of a rainfall or seismic activity. Slope Stability — the resistance of inclined surface to failure by sliding or collapsing. Slope Stability Analysis — performed to assess the safe design of a human - made or natural slopes (e.g. open -pit mining, excavations, embankments, road cuts, etc.) and the equilibrium conditions. 30.2 — Declaration of Purpose The Division of Reclamation, Mining and Safety Minerals Program (Division) issues this memorandum to promote the orderly development of the state's natural resources while considering the industry's "standard of care" relative to Factors of Safety with the intent to: i. Protect and promote the safety and general welfare of the people of Colorado, ii. Ensure reclamation of lands affected by mining to beneficial use, and iii. Aid in the protection of aquatic resources and wildlife. 30.3 — Background In the past, the Division has typically accepted a factor of safety (FS) greater than 1.0 for slope stability analyses to demonstrate "that such structures shall not be damaged by activities occurring at the mining operation" pursuant to Rules pertaining to permanent man-made structures and geotechnical stability: Construction Materials Rules 6.3.12(b) and 6.4.19(b) and 6.5 and Hard Rock Rules 6.3.12(b), 6.4.20(b) and 6.5. This practice was based on the oversimplified concept that a slope with a FS > 1.0 is stable. This is technically true IF there is a comprehensive and complete understanding of all the geologic, hydraulic, land use, and other conditions that influence the forces and stresses determining whether or not the slope in question can or will fail. However, this is very rarely possible or feasible, particularly in a mining application. An FS must account for uncertainties (geologic setting, groundwater conditions, mining parameters, etc.), and the selection of an appropriate FS for slope stability should consider the following factors: 1. Magnitude of damages (potential risk to human safety, environmental impact and property damage), 2. Reliability of geologic information such as the proximity to faults, orientation of jointing, and subsurface soil and water data, Effective May 16, 2018 MLRB Policies Page 11 3. Changes in soil properties due to mine operations and variability in subsurface material, 4. Accuracy (or approximations used) in developing design/ analysis methods, 5. Additional considerations if relevant: Construction tolerances, Relative change in probability of failure by changing the factor of safety, and Relative cost of increasing or decreasing the factor of safety. The Division engineering staff has researched the standard of care for factors of safety accepted by the industry, including literature searches, regulatory agency requirements/guidelines, and departments of transportation standards. In order to be consistent with other Colorado State agencies, we also considered FS standards used by the Colorado Department of Transportation (CDOT) and the Colorado Geological Survey (CGS). CDOT uses the AASHTO minimum FS of 1.3 for construction slopes near roadways and utilities. CGS uses a minimum FS of 1.5 for residential areas when using "generalized" strength values, or 1.3 for analyses when good quality site -specific soil parameters are known. It should be noted that most industry standards assume a permanent slope configuration, ignoring the temporary conditions that are frequently observed in the mining industry. 30.4 — Guidance for Stability Criteria and Use of Minimum Factors of Safety The permittee should either follow the criteria in Table 1 for all stability analyses submitted to the Division; or, alternatively, the permittee may submit stability analyses based on site -specific engineering analysis performed in consideration of good practices as specified in relevant industry guidelines and/or professional standards and reviewed by the Division on a case -by -case basis. Slope stability analyses for existing facilities may also be reviewed on a case -by -case basis, subject to the criteria described herein. Table 1. Recommended Minimum Factors of Safety for Slope Stability Analyses for Operations and Reclamation Type of Structure/Consequence of Failure Generalized, Assumed, or Single Test Strength Measurements Strength Measurements Resulting from Multiple Tests(1) Non -Critical Structures (e.g., fences) 1.3 (1.15)(2) 1.25 (1.1) (2) No imminent danger to human life, minor repair costs, and minor environmental impact if slope fails Effective May 16, 2018 MLRB Policies Page 12 Table 1. Recommended Minimum Factors of Safety for Slope Stability Analyses for Operations and Reclamation Critical Structures (e.g., residences, 1.5 1.3 utilities, dams, pipelines, irrigation canals, public roads, etc.) (1.3) (2) (1.15) (2) Potential human safety risk, major environmental impact, and major repair costs if slope fails (includes Environmental Protection Facilities/EPFs, such as tailings facilities, heap leach pads, process effluent ponds, milling facilities, overburden/waste rock storage facilities, and hazardous/toxic material storage facilities, etc.) (1) The number of tests required to provide a high degree of confidence in the strength parameters used depends on the variability of the material being tested and the extent of disturbance. (2) Numbers without parentheses apply for analyses using static conditions. Those within parentheses apply to analyses using seismic parameters. Based on site specific conditions, seismic analyses may be required and parameters selected shall be consistent with the risk and duration of the condition being considered. * The values presented in Table 1 are not intended to supersede standards required by other agencies. 40.0 — Reserved. 50.0 — Reserved. 60.0 — Reserved. 70.0 — Board Administrative Procedures. 70.1 — Rotation of Board Chair The position of Chair of the Board shall rotate among all members with the exception of the Department Executive Director or the Executive Director's designee and the member appointed by the State Conservation Board. Each Board member shall serve as Chair of the Board for a term of six months, beginning in April and October annually. 70.2 — Authority of Board Chair Effective May 16, 2018 MLRB Policies Page 13 COLORADO Division of Water Resources Department of Natural Resources Response to 112c Construction Materials Reclamation Permit Application Consideration DATE: June 5, 2019 TO: FROM: Sarah Brucker, P.E. RE: Eric Scott, Environmental Protection Specialist (eric.scott@state.co.us) ,/ DPG Pit, File No. M-2019-028 Applicant: J-2 Contracting Co. Contact: Chris Leone, (970) 392-0694 Sections 1, 11 & 12, Twp 5 North, Rng 65 West, 6th P.M., Weld County Division 1, Water Districts 2 & 3 CONDITIONS FOR APPROVAL ® The proposed operation will consume groundwater by: ® evaporation, ® dust control, ❑ reclamation, ® water removed in the mined product, ❑ processing, ❑ other: ® Prior to initiation of these uses of groundwater, the applicant will need to obtain either a gravel pit or other type of well permit, as applicable. However, prior to obtaining a permit, an approved substitute water supply plan or decreed plan for augmentation is required. ® Prior to approving a well permit, the applicant must conduct a field inspection of the site and document the locations of all wells within 600 feet of the permit area. The applicant must then obtain a waiver of objection from all well owners with wells within 600 feet of the permit area or request a hearing before the State Engineer. ❑ Any storm water runoff intercepted by this operation that is not diverted or captured in priority must infiltrate into the ground or be released to the stream system within 72 hours. Otherwise, the operator will be required to make replacements for evaporation. ❑ A dewatering system well permit must be obtained prior to construction of the perimeter drain. COMMENTS: The subject application is for a surface mining operation on 228 permitted acres located approximately two miles northwest of Kersey, Colorado. The primary commodities to be mined at the site are sand and gravel. The site is proposed to be reclaimed to developed water resources upon completion of this mining operation. The site is proposed to be dry mined, with a slurry wall constructed around the perimeter of the Phase 1 and prior to Phase 2 being mined. The slurry wall will be constructed to meet the SEO's performance standard. Dewatering trenches will be excavated around the perimeter of each mining area in Phases 1-5 prior to the commencement of mining. It is expected that minimal dewatering will be required after installation of the slurry wall. The applicant has indicated that they will obtain a well permit and substitute water supply plan from this office to prior to exposing any groundwater at the site. According to Exhibit G, water use at the site will include evaporation from exposed groundwater surface areas, dust control, and water retained in the mined material. The consumptive use of groundwater at the site for evaporation, dust control, and water retained in the mined product was estimated to total 55.05 acre-feet per year for Phase 1. In addition, the Mining Plan (Exhibit D) indicated that an aggregate processing plant, concrete and asphalt batch plant, and concrete truck washout would be located on the site. The source of 1313 Sherman Street, Room 821, Denver, CO 80203 P 303.866.3581 www.colorado.gov/water Jared S. Polis, Governor I Dan Gibbs, Executive Director I Kevin G. Rein, State Engineer/ Director DPG Pit M-2019-028 June 5, 2019 Page 2 of 2 water for these uses was not identified. If groundwater will be used for processing, concrete batching, or truck washing, these uses must be identified and accounted for in the proposed well permit and substitute water supply plan. If other water will be used for these purposes, the applicant will need to identify the source of this water and document that the water was obtained from a legal source or diverted in priority under a water right decreed for such mining/ industrial use. The Applicant intends to use monitoring wells to monitor groundwater levels on and near the site both during and after mining. A monitoring hole notice acknowledgement or monitoring well permit must be obtained prior to the construction or installation of any new monitoring holes/wells at the site. Recharge ponds and/ or ditches may be constructed on site to maintain groundwater levels during mining. If needed, a perimeter drain may be installed to move groundwater around the mined area after the liner is installed. A dewatering system well permit must be obtained from this office prior to the construction/ installation of the perimeter drain. The Division of Reclamation, Mining and Safety and/ or the Applicant may contact the State Engineer's Office with any questions. From: Barb Brunk <BBrunk@kerseygov.com> Date: Tue, Jun 11, 2019 at 3:24 PM Subject: DPG Pit M-2019-028 To: eric.scott@state.co.us <eric.scott@state.co.us> CC: Christian Morgan <CMorgan@kerseygov.com>, Julie Piper <JPiper@kerseygov.com> Eric, The Town of Kersey received notice of the above application. This site is located within the Town of Kersey Planning Area and adjacent to WCR49 which is included in the Kersey Town limits. The property is also located within the Kersey, Evans and Greeley Cooperative Planning Area. Per the Weld County Property Search web site, a significant portion of the property lies within a designated floodway. It appears that there are planned stockpiles and processing equipment located in the flood way. Has the applicant accounted for this in the permit documents? The Town does not have any additional comments at this time. Please keep us informed as the application proceeds through the review process and let us now when you issue your adequacy review and receive updated documents from the applicant so that we can continue to monitor the application. The Town of Kersey reserves the right to comment on new and updated information as the application proceeds through the DRMS review process. Thank you for your consideration. Barb Barbara Brunk, Town Planner Town of Kersey P.O. Box 657 Kersey, CO 80644 Office: 970-353-1681 Cell: 303-775-6180 www.kerseygov.com bbrunk@kerseygov.com PLEASE NOTE: This email message is intended only for the use of the individual or entity to which it is addressed and may contain information that is privileged, confidential, and /or exempt from disclosure. If you are not the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately. P Think Green before printing this e-mail r HISTORY 1•.nc Scott Division of Reclamation, Mining and Safe[‘ 1313 Sherman St., Room 215 Deriver, Colorado (711203 Re: DPG Pit, File No. M-2{11°9-028 (I lC#7(s1177) Der Mr. Scott: RECEIVED JUL 0 2 nig AouNGANcisinly JUN 2 6 2019 i'li nk you for your corresp!sndence dated May 3[0, 21119, received by our Office on tune 3.. 21119 tor the referenced project. Our comments are provided in accordance with the Colorado State Register Act (Colorado Revised Statute CRS 24-80.1). 1 search of the Colorado cultural resource inventory database indicated one prey thus]] recorded site; in the �reii of proposed action: Site # Nance/'f'vpe 5W1-7349 icetclunait Farm (Rural I listorii Landscape) Y L71'Ca Bird I'arm National /State lRegis ter Recnrtli ng/ • 1 ss ess m en t l::ltlnbiliil 1)ate Officially No! 1•:Iigilslc io/o1/2oli is none of the above priipt•rues have been nominated for inclusion in or accepted by the state register, additional protection is not required by this act. Nevertheless, we recommend avoidance cif all officially eligible, field eligible, and officially iweds data sites, if possible. Please keep in mind that our tiles contain incomplete information for this area, as most rif Colorado has not vet been inventoried for cultural resources. .Is a resmLi+, there is the possibility that as yet uiiideiintted cultural resources exist within the proposed permit :area. Should human remains be discovered during mining activities, the requirements under State law CRS 21 HI) part 13 apply and must be followed. [hank you for the opportunity to comment. if we may be of further assistance, please contact I lolly 111cl...s•c l Milli, Cultural Resource Intormaritiui/Section lI1() Compliance at (3ii3) H6(i-i6,7i1/lip,4.inckee:ri,state.co.tis. Sincerely, Jere "]'urn A State I Iisto iscrvarioii [ )f ticcr History Colorado, 1200 Broadway. Denver, CO 80203 HistoryColorado.org J&T Consulting, Inc. August 26, 2019 Ms. Amy Eschberger Environmental Protection Specialist State of Colorado Division of Reclamation, Mining, & Safety 1313 Sherman Street — Room 215 Denver, CO 80203 RE: J-2 Contracting Company. — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response Dear Ms. Eschberger, J-2 Contracting Company (J-2) has received the Division's Adequacy Review No. 1 comments letter dated July 10, 2019. Below are the comments and the corresponding responses that have been provided to address the comments. Application Form: 1) Throughout the application form, the Applicant/Operator or Company Name is written as "J-2 Contracting Co." (pages 1, 3, and 8). However, the company name is registered with the Colorado Secretary of State as "J-2 Contracting Company". The company name given in the application form must be written exactly the same as it is registered with the state. Therefore, please provide revised pages 1, 3, and 8 with the company name written as "J- 2 Contracting Company". Response: The application has been revised to "J-2 Contracting Company". 2) On page 2, under item no. 9, the applicant must provide location information for the center of the area where the majority of mining will occur. The applicant included Section 11, Township 5 N, Range 65 W, the NE quarter of the SW quarter. However, in reviewing the legal description and maps submitted for the proposed affected lands, it appears the center of the area where the majority of mining will occur would be more accurately described as the NE quarter of the NW quarter of Section 12. Please revise page 2 as necessary to reflect the correct location information. Response: The application has been revised to state that the center of the area is the NE quarter of the NW quarter of Section 12. 3) On page 8, a corporate seal must be provided for a corporation. If a corporate seal is available for J-2 Contracting Company, please provide it on the revised page 8. Response: The application has been revised to include J-2 Contracting Company's corporate seal. V m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -2- Exhibit A — Legal Description (Rule 6.4.1): 8/26/19 4) The first paragraph of the legal description states "A tract of land located in the north 1/2 of section 12, and the southwest 1/4 of northeast corner of section 11...". After reviewing the rest of the legal description and the maps submitted for the proposed affected lands, it appears the lands are actually located in the southeast 1/4 of the northeast corner of section 11, and not the southwest 1/4 of the northeast corner. Therefore, please revise the legal description accordingly. Response: The legal description has been revised and is included in the attached revised Exhibit A. Exhibit C — Pre -mining and Mining Plan Map(s) of Affected Lands (Rule 6.4.3): 5) On Exhibit C-1 — Pre -Mining Plan Map, the proposed permit boundary is difficult to trace, especially the western and southern boundaries. Considering this was the only Exhibit C map submitted that includes the entire proposed permit area, it is particularly important the boundaries are clearly delineated. Please submit a revised Exhibit C-1 map that legibly portrays the total proposed permit boundary. Response: The line type has been revised and a bolder thicker line is shown on the revised Exhibit C-1 map attached to portray the permit boundary. 6) Exhibits C-2 and C-3 Pre -Mining Plan Maps show the type and location of numerous structures contained on the area of affected land and within 200 feet of the affected land. However, the owner's name is not shown for several of these structures, including for an existing gravel road, borrow ditch, irrigation pond, building, tank, and pond on Exhibit C-2 map; and for existing roads (i.e., Holly Avenue), diversion structures, pump house, fences, water structure, buildings, and pond on Exhibit C-3 map. Please revise Exhibits C-2 and C-3 maps to include the owner's name for all permanent man-made structures located on and within 200 feet of the proposed affected lands. Response: The owner's name has been added and labeled for all of their structures. Please see the revised Exhibit C-2 and C-3 maps. 7) Please indicate on Exhibits C-2 and C-3 Pre -Mining Plan Maps the owner(s) of the pipeline right-of-ways and pipeline easements located within the proposed permit area. Response: The owner's name has been added and labeled for all of the pipeline easements. Please see the revised Exhibit C-2 and C-3 maps. 8) Exhibit C-5 — Mining Plan Map identifies a shop area located outside of the proposed southern permit boundary, adjacent to Holly Avenue, which is not shown on Exhibit C-3 — Pre -Mining Plan Map. Please state whether this shop area will be constructed for the operation. Response: The shop area has been removed as it is not needed for the operation and the operator has no plans to construct a shop. 9) Please show on Exhibits C-4 and C-5 Mining Plan Maps the anticipated location(s) for topsoil and overburden storage during operations. Response: The locations have been revised and labeled on the revised Exhibit C-4 and C-5 maps. 10) Exhibits C-4 and C-5 Mining Plan Maps identify the location of a "Floodway" and a gm m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -3- 8/26/19 "Floodplain" for the Cache La Poudre and South Platte Rivers. Please specify the type of floodway and floodplain on these maps (e.g., 100 -year, 500 -year). Response: The floodway and floodplain locations have been labeled to specify that they are the 100 -year floodway and floodplain as designated from the Colorado Hazard Mapping Program (CHAMP) study that is being conducted for this area. 11) Please identify the proposed fuel storage location(s) on Exhibits C-4 and C-5 Mining Plan Maps. Response: The locations have been revised and labeled on the revised Exhibit C-4 and C-5 maps. 12) The Phase 4 acreage shown on Exhibit C-4 — Mining Plan Map (44.1 acres) is different than the Phase 4 acreage shown on Exhibit C-5 — Mining Plan Map (45.4 acres). Please explain and/or correct this discrepancy on the appropriate map. Response: The acreage numbers have been updated and corrected on the revised Exhibit C-4 and C-5 maps. Exhibit D — Mining Plan (Rule 6.4.4): 13) The operator states the proposed permit area is 228.02 acres, with approximately 190.37 acres being mined, and the remaining area consisting of setbacks, road and utility right-of- ways, equipment storage, and plant site access. Please specify the proposed affected area if it differs from the proposed permit area, including all lands to be affected by the operation (e.g., mining, stockpiling, processing, slurry wall installation, stormwater control structures, sediment ponds, equipment storage, scale/scale house, improved or newly constructed access/haul roads). Response: The proposed affected area and the permit area are the same at 227.52 acres. The acreage and boundary were updated so the total acreage is slightly different. 14) Please specify the proposed maximum disturbance (in acres) for which the operator is proposing to post a financial warranty at this time. If this acreage does not include the entire proposed affected lands, please commit to submitting a Technical Revision to increase the maximum disturbed area and revise the bond estimate accordingly prior to creating additional disturbance. Response: The proposed maximum disturbed area has been calculated for the initial mining phase and areas that will be disturbed. The financial warranty calculations have been updated to reflect this. J-2 Contracting Company commits to submitting a Technical Revision to increase the maximum disturbed area and revise the bond estimate prior to creating additional disturbance. 15) If the proposed maximum disturbance at this time will occur in more than one of the five proposed mining phases, please specify the type and estimated amount of disturbance to occur in each phase (e.g., 45 acres — mining — Phases 1 and 2; 15 acres — processing/stockpiling — Phases 3 and 4). This information is needed to calculate the required financial warranty for the proposed operation. Response: See the response to item 14 and also see the revised bond calculations and Exhibit L bonding table and map. 16) Please confirm the proposed maximum mining depth for the operation is 114 feet (12 feet maximum overburden + 102 feet maximum aggregate deposit). V m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -4- Response: Yes the maximum mining depth is 114 feet. 8/26/19 17) The operator proposes a designated concrete truck washout area consisting of a 30 foot by 20 foot three -cell concrete structure. The Division was unable to locate this proposed structure on the mining plan maps submitted. Please show the anticipated location for the concrete washout area(s) on the appropriate mining plan map(s). Additionally, please be sure to describe the proposed reclamation plan for this structure in Exhibit E, including whether it will need to be demolished or backfilled under the proposed maximum disturbance and bonding scenario. For example, if the operator is proposing to post a bond that covers disturbances in only particular phases at this time, during which the concrete washout structure will still be in use, then the reclamation plan (Exhibit E) and bond estimate (Exhibit L) must account for reclamation of this structure. Response: The concrete truck washout will be located at the west end of the recycled concrete/asphalt stock pile area shown on the north side of Phase 3. The location has been updated and labeled on the attached Exhibit C-5 map. 18) The operator proposes a 50 foot by 100 foot designated excess concrete product dumping area with an exterior berm. The Division was unable to locate this proposed area on the mining plan maps submitted. Please show the anticipated location for the excess concrete dumping area(s) on the appropriate mining plan map(s). Additionally, please be sure to describe the proposed reclamation plan for this feature in Exhibit E and include any costs for its reclamation in Exhibit L for the proposed maximum disturbance and bonding scenario. Response: The excess concrete product dumping area is at the location of the recycled concrete/asphalt stockpile. The location has been updated and labeled on the attached Exhibit C-5 map. The reclamation costs have been included in Exhibit L for the proposed maximum disturbance for the initial mining phase and areas. 19) The operator states that all local, State, and Federal rules and regulations will be followed for the storage and handling of any fuel, asphalt, cement, flyash, and admixtures required for the batching facilities. Given the location of the proposed operation within the 100 -year floodplain of the Cache La Poudre and South Platte Rivers (and 100 feet from the Cache La Poudre River), it is especially important the operation practice proper storage and handling procedures for the above listed materials. Please provide a spill prevention, control, and countermeasure plan for the proposed operation. Response: All local, State, and Federal rules and regulations will be followed for the storage and handling of any fuel, asphalt, cement, flyash, and admixtures required for the batching facilities if the facilities are ever utilized at the mine. The batching facilities will be temporary and portable facilities. It is not known at this time when the temporary portable batching facilities will be in place. Proper storage and handling procedures will be followed if the facilities are put in place, there will be a specific SPCC plan provided to the DRMS prior to the facilities being brought to the site. All SPCC plans will conform to the EPA's rules and regulations. Best management practices will be utilized for secondary containment and spill prevention. 20) The operator states that since reclamation will occur concurrently with mining, it is not anticipated that overburden material will be stockpiled long-term prior to use in production of road base and potentially backfilling of pit areas that are not lined with a slurry wall. However, it is the Division's understanding the operator is proposing to construct a slurry wall enclosure around an area/phase prior to mining out the pit. Please clarify what is gm m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -5- 8/26/19 meant by potentially backfilling pit areas not lined with a slurry wall. Response: There will not be backfilling of pit areas not lined with a slurry wall. The areas to be mined are all planned to be lined with a slurry wall at this time. The language has been removed from the updated text in the mining plan. 21) There is some discrepancy in the mining plan regarding the proposed mining slope. A 3H:1V slope is proposed throughout most of the plan, but then a 2H:1V slope is proposed in the last paragraph. Please specify the proposed mining slope to be maintained during operations. If the pit slopes will be steeper than the proposed final configuration of 3H:1V, please specify the maximum length of pit slope at any time to be steeper than 3H:1V. This information is needed to calculate the required financial warranty for the proposed disturbance. Additionally, if pit slopes will be steeper than 3H:1V, the slope stability report provided in this application should be revised accordingly. Response: The mining slope proposed is 3H:1V slope. The 2H:1V slope language has been removed from the updated text in the mining plan. 22) The operator is proposing mining the site in five phases, creating a total of four pits, each enclosed by a slurry wall. The operator proposes installing inlet and outlet structures on the mined pits/reservoirs for final reclamation. However, the operator has not discussed flood control measures to be implemented during operations. Please provide the anticipated sequencing for installation of the inlet/outlet structures. For example, does the operation intend to install the proposed inlet/outlet structures on the Phase 1 and 2 pit/reservoir prior to mining the Phase 3 pit/reservoir, and so on? Or does the operation propose installing all structures after mining is completed at the site? Please describe all measures to be taken during operations to minimize disturbances to the prevailing hydrologic balance of the affected land and of the surrounding area and to the quantity and quality of water in surface and groundwater systems, including preventing pit capture of the adjacent Cache La Poudre River during high flow events. Response: The operator is proposing to install the inlet/outlet spillways during mining of each phase. The spillways for the Phase 1 and 2 areas will be installed as mining progresses down. Once the mining has progressed down 15 to 20 feet in Phase 1 the riverside spillways will be installed. The riverside spillway for Phase 1 will be installed first, then the riverside spillway for Phase 2 will be installed (once mining occurs in Phase 2), then the pitside spillway in Phase 3 will be installed to convey floodwaters if encountered from Reservoir 1 to Reservoir 2. The pitside spillway from Reservoir 2 to Reservoir 3 will be installed once mining occurs in Phase 4. The pitside spillway from Reservoir 3 to Reservoir 4 will be installed once mining occurs in Phase 5; and the riverside spillway in Reservoir 4 will also be installed once mining occurs in Phase 5. These riverside and pit side spillways are designed per the Urban Drainage and Flood Control District's Technical Review Guidelines for Gravel Mining and Water Storage Activities Within or Adjacent to 100 -Year Floodplains. 23) Please provide an approximate timetable to describe the mining operation, including an estimate of the periods of time which will be required for the various stages or phases of the operation, a description of the size and location of each area to be worked during each phase, and outlining the sequence in which each stage or phase of the operation will be carried out. Please be sure to include the proposed sequence for slurry wall installation as it relates to each mining phase. Response: The operator is proposing to mine Phase 1 first that is 27.15 acres and during this mining there will be 65.4 acres disturbed to provide locations for a scale house and gm m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -6- 8/26/19 site entrance roadway, haul roads, stockpiles, processing areas, settling ponds, a recharge pond, and an overflow pipe from the recharge pond that are outside of Phase 1. Prior to or during the initial mining of Phase 1 a slurry wall will be installed around the perimeter of Phase 1 and extend to Phase 2. The estimated time for mining Phase 1 is approximately 4 years. The operator is proposing to mine Phase 2 second that is 24.08 acres and during this mining there will be the same 65.4 acres disturbed that were in addition to Phase 1's 27.15 acres for a total of 104.61 acres that will be the maximum disturbed area and a Technical Revision will be requested prior to mining into Phase 2. The estimated time for mining Phase 2 is approximately 3 years and 6 months. The operator plans to mine Phase 3 next and prior to mining Phase 3 a slurry wall will be installed around the perimeter. Phase 3 is 48.69 acres and there will be 102.07 acres disturbed as the areas for Phase 1 and 2 will be part of a reclaimed reservoir and likely released when Phase 3 mining starts. The stockpile areas will move to the bottom of Phase 3 after the southern portion of Phase 3 is mined. The estimated time for mining Phase 3 is approximately 10 years. The operator plans to mine Phase 4 next and prior to mining Phase 4 a slurry wall will be installed around the perimeter. Phase 4 is 40.43 acres and there will be 70.16 acres disturbed as the area for Phase 3 will be part of a reclaimed reservoir and likely released when Phase 4 mining starts. The stockpile areas will be in Phase 4 and move to the bottom of Phase 4 after the southern portion of Phase 4 is mined. The estimated time for mining Phase 4 is approximately 8 years and 5 months. The operator plans to mine Phase 5 next and prior to mining Phase 5 a slurry wall will be installed around the perimeter. Phase 5 is 33.76 acres and there will be 53.64 acres disturbed as the area for Phase 4 will be part of a reclaimed reservoir and likely released when Phase 5 mining starts. The stockpile areas will be in Phase 5 and move to the bottom of Phase 5 after the southern portion of Phase 5 is mined. The estimated time for mining Phase 5 is approximately 7 years and 4 months. Exhibit E — Reclamation Plan (Rule 6.4.5): 24) The operator provided a table showing the estimated reclamation acreages per final land use, including for reservoir water surface, access roads, and reclaimed vegetated land and undisturbed land. Please revise this table to differentiate the acreages for reclaimed vegetated land from undisturbed land. Response: The areas of land will all be disturbed so the areas that were shown or described as undisturbed have been removed from the text. The table will remain the same as all areas that are disturbed that are not reservoir water surface or access roads will be reclaimed vegetated land. 25) Please provide the design specifications and quality assurance and control plan for the slurry wall enclosure to be installed under the proposed maximum disturbance and bond scenario. If this information is not available at this time, please commit to submitting a Technical Revision with this information prior to construction of the slurry wall. Additionally, please commit to submitting a final construction report for the installed slurry wall enclosure, including the results of any post -construction testing and as -built drawings. Response: The slurry wall liner for Phase 1 has not been designed yet; however J-2 Contracting Company commits to submitting a Technical Revision with the design information prior to construction of the slurry wall liner. J-2 Contracting Company commits to submitting a final construction report, results of the post construction leak testing, and as -constructed drawings for the slurry wall liner. V m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -7- 8/26/19 26) The reclamation plan maps submitted in Exhibit F show four different types of riprap lined spillways (A -D) proposed to be installed on the reservoirs for reclamation. Please provide details on these proposed structures in Exhibit E, including an explanation for the different types, number, and locations proposed. The operator could always revise the proposed inlet/outlet structures at a later date through submittal of a Technical Revision, once the operational criteria for the reservoirs have been identified. However, the Division must hold bond costs for installing the proposed inlet/outlet structures, at a minimum, on the reservoir(s) to be mined within the proposed maximum disturbance scenario. Therefore, sufficient details for these structures must be provided to calculate the required financial warranty. Response: The design information for the spillways has been included in the attached information. The spillways were designed per the Urban Drainage and Flood Control District's Technical Review Guidelines for Gravel Mining and Water Storage Activities Within or Adjacent to 100 -Year Floodplains. Details of the proposed spillways have been provided with the Exhibit F reclamation plans and updates to the Exhibit L bond calculations have been provided for the spillway construction cost for each phase of mining. 27) Please provide more details on reclamation of any recharge pond areas and sediment control structures, including the approximate volume of backfill material required. Additionally, please be sure any costs for reclaiming these features are included in the Exhibit L bond estimate. Response: The recharge pond area is already an existing feature so the reclamation cost for the recharge pond will only be re -seeding this area. The re -seeding cost has been provided in the revised Exhibit L bond calculations. The sediment ponds are above grade and will require removal of the berms and sediment within the ponds and costs are included in the revised Exhibit L bond calculations. 28) Please provide details on reclamation of the dewatering pipe shown on the Exhibit C-4 — Mining Plan Map. Additionally, please be sure any costs for reclaiming this feature are included in the Exhibit L bond estimate. Response: The dewatering pipe is going to be lay flat hose so it will not be buried. The overflow pipe from the recharge pond to the river will be buried and costs to reclaim the pipe have been included in the revised Exhibit L bond calculations. 29) Please provide details on reclamation of the proposed aggregate processing plant and concrete and asphalt batch plant. Will any structures (e.g., concrete foundations, buildings) require demolition for reclamation? Please be sure any costs for reclaiming these features are included in the Exhibit L bond estimate. Response: The aggregate processing plant, asphalt batch plant, and concrete batch plant are all portable so there are not any concrete foundations proposed for these facilities. There will not be any reclamation needed for the structures other than re- seeding these areas if the mining stops. If mining continues the areas where the plants would be located eventually get mined out. 30) Please provide details on reclamation of the proposed truck scale and scale house. Will any structures (e.g., concrete foundations, buildings) require demolition for reclamation? Please be sure any costs for reclaiming these features are included in the Exhibit L bond estimate. Response: The scale and scale house foundations will require demolition for the gm m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -8- reclamation. The revised Exhibit L bond calculations include these costs. 8/26/19 31) The proposed temporary stockpile seed mix includes Crested wheatgrass. While this grass species can be helpful for quick stabilization, it is not compatible with native grasses. If used for topsoil stabilization, this species would become part of the topsoil seedbase and potentially interfere with the growth of desired native grasses when the topsoil is used for reclamation. Please remove this species from the temporary stockpile seed mix, or replace it with a species that is more compatible with native grass species. Response: The temporary stockpile seed mix has been revised to remove crested wheatgrass. 32) Please provide the expected time of year for reclamation seeding. Response: The reclamation seeding will be completed per CDOT's requirements that state seeding can occur anytime after spring thaw until June 1st and from September 15th until there is a consistent ground freeze. Exhibit F — Reclamation Plan Map (Rule 6.4.6): 33) Exhibits F-1 and F-2 Reclamation Plan Maps do not show any roads to remain around the reservoirs for reclamation. Does the operator propose leaving any roads within the affected lands for reclamation? If not, how will the proposed reservoirs be accessed for maintenance? Please be sure to show on the reclamation plan maps any roads to remain for reclamation. Response: The reclamation plan maps have been updated to show the access roads that will remain around the perimeter of the reservoirs. 34) Exhibits F-1 and F-2 Reclamation Plan Maps identify the location of a "Floodway" and a "Floodplain" for the Cache La Poudre and South Platte Rivers. Please specify the type of floodway and floodplain on these maps (e.g., 100 -year, 500 -year). Response: The The floodway and floodplain locations have been labeled to specify that they are the 100 year floodway and floodplain as designated from the CHAMP study that is being conducted for this area. Exhibit G - Water Information (Rule 6.4.7): 35) Please provide a stormwater management plan for the proposed operation. Response: J-2 Contracting Company commits to providing a stormwater management plan for the proposed operation when they apply for the stormwater/dewatering permit from CDPHE. This permit will be required but J-2 Contracting Company will not apply for this permit until they are certain they will receive approval from Weld County for a Use by Special Review permit. J-2 Contracting Company commits to utilizing best management practices for all sediment traps, sediment ponds, erosion control measures, etc. to ensure that sediment transport is minimized and contained within the area of the operation and stormwater management plan. A stormwater management plan will be provided to the DRMS once J-2 Contracting Company finalizes it specific to this operation. 36) The proposed lined reservoirs are located within the 100 -year flood plain of the nearby rivers. Therefore, please provide a flood analysis and control plan addressing how the operation will safely convey the expected 100 -year flood event throughout the life of mine, gm m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -9- 8/26/19 including during reclamation. The flood analysis should quantify the velocity and volume of flows expected on site from a 100 -year flood event, as well as the elevation of the 100 - year base flood event and its relation to the elevation of any proposed spillways and reservoir embankments. Response: A floodplain analysis was provided with the materials submitted for the application showing the existing conditions and the proposed mining and final reclamation scenarios with the HEC-RAS models provided to us from the CHAMP Study being performed for this area. The design information for the spillways has been included in the attached information. The spillways were designed per the Urban Drainage and Flood Control District's Technical Review Guidelines for Gravel Mining and Water Storage Activities Within or Adjacent to 100 -Year Floodplains. 37) Please identify all known aquifers in the vicinity of the proposed operation. Response: The alluvial aquifer in the vicinity of the proposed operation is the South Platte River and the Cache La Poudre River. 38) Please provide a site map showing potentiometric elevations for groundwater in the proposed affected lands and surrounding areas in relation to the existing monitoring wells and proposed reservoirs. Please be sure to indicate approximate flow direction(s) on the map. Response: The groundwater modeling analysis and report from McGrane Engineering shows the existing and proposed conditions for the operation. The existing conditions prior to slurry walls being installed and proposed conditions after slurry walls are installed. This document was sent to the DRMS per your attention on July 11, 2019. 39) The operator states the operation will impact the South Platte River and the Cache La Poudre River in the form of depletions due to evaporation and operational losses associated with mining. Please describe how the operation is expected to impact the local groundwater regime during operations and during reclamation, including estimated drawdown, and anticipated areas of mounding and shadowing from slurry wall installation. This information may be best portrayed on a site map in this Exhibit. Additionally, please indicate any water resources (e.g., tributary water courses, wells, springs, stock water ponds, reservoirs, ditches) located on or in the vicinity of the proposed affected lands that may be impacted by the proposed operation, and describe what type of impacts would be expected at that resource. Response: The groundwater modeling analysis and report from McGrane Engineering shows the existing and proposed conditions for the operation. The existing conditions prior to slurry walls being installed and proposed conditions after slurry walls are installed. This document was sent to the DRMS per your attention on July 11, 2019. 40) Please provide more details on the groundwater monitoring plan, including the sampling frequency, the frequency of reporting the results to the Division, and the specific criteria that would require implementation of the groundwater mitigation plan. Response: The existing monitor wells will be measured once a month to establish a baseline for the seasonal groundwater elevations underlying the property. The measurements are typically submitted with the annual report and renewal to the DRMS. The triggers for implementing a drain to balance the effects of groundwater shadowing or mounding would be plus or minus 2 feet from what the seasonal groundwater elevations/measurements have been from the baseline data prior to installation of the slurry wall(s). V m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -10- 8/26/19 41) The operator provided water level monitoring data from two sampling events (April 19, 2019 and May 8, 2019) for nine existing monitoring wells installed within and adjacent to the proposed affected land boundary. Please commit to providing water level data collected from these wells during five successive calendar quarters prior to commencing with dewatering operations and/or slurry wall installation at the site. Response: The existing monitor wells will be measured once a month to establish a baseline for the seasonal groundwater elevations underlying the property. The measurements are typically submitted with the annual report and renewal to the DRMS. The current plan for the operation is to obtain a Weld County Use by Special Review permit by April/May of 2020 and begin the slurry wall installation around the perimeter of Phase 1. J-2 Contracting Company commits to providing data from the monitor wells for one year prior to the slurry wall construction starting at Phase 1. The slurry wall construction will take approximately 4 months to complete. Readings/measurements of the monitor wells will continue on a monthly basis for the duration of the mining operation. 42) The operator states the maximum exposed groundwater at the site during mining is estimated at 0.38 acres. However, elsewhere in this exhibit, the operator describes a dewatering ditch with a maximum surface area of 0.26 acres and a series of settling ponds totaling 8.5 acres, which would give a total surface area of 8.76 acres. Please specify the maximum amount of exposed groundwater to occur on site at any time. Response: The maximum amount of groundwater that will be exposed based on the area of the dewatering ditches (0.26 acres), fresh water pond (0.42 acres), process water ditch (0.34 acres), settling ponds (1.24 acres) and recharge pond (6.51 acres) is 8.77 acres. Exhibit H — Wildlife Information (Rule 6.4.8): 43) The Screening Report for Federal and State Listed Threatened and Endangered Species prepared by Ecological Resource Consultants, Inc. includes the following recommendations regarding migratory birds and raptor nest sites in the survey area: a. Any future land use changes that occur in the survey area that remove vegetation during the active nesting season for most migratory birds in this region of Colorado (April 1 — August 31) should first ensure that active nests are not disturbed. b. In accordance with CPW guidelines, no new disturbance should occur within 1/3 mile of the active red-tailed hawk nest between February 15 and June 15, or until the young have fledged. Once the nest becomes inactive, surface occupancy may resume within the 1/3 -mile buffer and vegetation occupied by the inactive nest may be removed. c. According to the USFWS Region 6 Migratory Bird Conservation Actions for Projects to Reduce the Risk of Take during the Nesting Season, an active nest survey should be performed "no more than 7-10 days prior to when work actually begins on the project site" to determine the presence and activity status of nests protected by the MBTA. If work for the project must begin prior to the nest becoming inactive within the 1/3 -mile buffer, further agency coordination would be required. V m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -11- 8/26/19 Please incorporate these recommendations into the proposed mining plan, including commitments to performing the recommended surveys within the specified timeframes, to maintaining the recommended buffer zones during the specified timeframes, and to coordinating with CPW and/or USFWS as necessary. Response: J-2 Contracting Company commits to incorporating the recommendations from ERC's Screening Report for Federal and State Listed Threatened and Endangered Species into the mining plan and commits to performing the recommended surveys within the specified timeframes, maintaining the recommended buffer zones during the specified timeframes, and coordinating with CPW and USFWS as necessary. Exhibit J — Vegetation Information (Rule 6.4.10): 44) The Aquatic Resource Delineation Report prepared by Ecological Resource Consultants, Inc. (ERC) identifies several aquatic resources within and nearby the proposed affected land boundary, some of which are likely non -jurisdictional, and others which are likely considered jurisdictional and subject to Section 404 Clean Water Act. The application states a request for an Approved Jurisdictional Determination is pending from the U.S. Army Corps of Engineers Denver Regulatory Office in order to verify jurisdictional status of all aquatic resources on site. Please commit to not commencing with dewatering activities at the site until this determination has been received and a copy provided to the Division. Please be advised, if any of the identified aquatic resources are determined to be jurisdictional, the submittal of a permit revision may be required to comply with the requirements of Section 404 Clean Water Act, including demonstration of compliance with Rule 3.1.6(1) with regard to potential dewatering impacts to the jurisdictional aquatic resources. Response: J-2 Contracting Company commits to not commencing with dewatering activities until ERC's report has been accepted, a determination has been completed by the Army Corps of Engineers, and a copy has been provided to the DRMS. Exhibit L — Reclamation Costs (Rule 6.4.12): 45) The operator proposes a phased and cumulative bonding approach, and has provided estimated costs for each of the five mining phases. However, it is not clear in the application what specific phases or maximum disturbance the operator wishes to be bonded for at this time. On the Exhibits C-4 and C-5 Mining Plan Maps, it appears the operation would have disturbances in multiple phases at the same time, including slurry wall installation and mining in Phases 1 and 2, access, truck scale, and scale house in Phase 3, stockpiling and processing in Phases 3 and 4, and settling ponds in Phase 5. Therefore, the proposed phasing appears to correlate more with the anticipated excavation sequence rather than the proposed bond scenario. Please specify the maximum disturbance (in acres) the operation proposes at this time (e.g., slurry wall installation, mining, stockpiling, processing, equipment/truck storage, stormwater control features, sediments ponds, scale/scale house, improved or newly created access/haul roads). Additionally, please specify the type and approximate amount of disturbance (in acres) to occur in each phase for the proposed maximum disturbance and bond scenario. Response: The maximum disturbance has been provided in the revised Exhibit L bond calculations for the Phase 1 mining. An Exhibit L map has also been provided to provide more detail of the total disturbed area for the phases of mining. We have calculated the slurry wall costs for the bonding of Phase 1, however J-2 Contracting Company is gm m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -12- 8/26/19 proposing to have DPG Farms, LLC pledge their Patterson Ditch shares to the mine permit for use in augmenting for the groundwater depletions should the slurry wall not get installed for Phase 1. In addition to the shares an additional $150,000 is proposed to be bonded for to cover the administration costs (water rights engineering and attorney fees) for changing the shares to augmentation uses from irrigation through the Division of Water Resources and Colorado Water Court. If this is acceptable DPG Farms, LLC will provide an affidavit for approval from the Division of Water Resources dedicating the Patterson Ditch shares to the mine. This combination of water shares and bonding will only be valid for Phase 1 of the mining. Additional Phases will require bonding for the slurry wall construction and water shares will be turned back over to DPG Farms, LLC once approval of the slurry wall for Phase 1 has been provided to the DRMS. 46) Please submit an Exhibit L map showing the proposed scenario for the reclamation bond. This map should depict the site at the point of maximum disturbance (as proposed at this time), and should correlate with the bond estimate provided. Please be sure the map shows expected locations of topsoil and overburden stockpiles at that point in time, so the Division can estimate haul distances. Response: The maximum disturbance has been provided in the revised Exhibit L bond calculations for the Phase 1 mining. An Exhibit L map has also been provided to provide more detail of the total disturbed area for the phases of mining. 47) Please provide costs for installing all components of the proposed inlet/outlet structures for the proposed point of maximum disturbance. For example, if the operator is proposing to be bonded at this time for only the Phase 1-2 Pit/Reservoir 1, then only the applicable inlet/outlet structures proposed for that reservoir would need to be included in the bond estimate at this time. Response: The revised Exhibit L bond calculations have been updated to include the costs for the riprap lined spillways associated with each phase. 48) Please be advised, the Division must hold 100% of the costs for installing the 1St slurry wall enclosure until the operator demonstrates the liner has been approved by the SEO, at which time, the operator may request a surety reduction to include 20% of the construction costs for this enclosure. The Division must hold a minimum of 20% of the construction costs for each completed and SEO approved slurry wall enclosure until the reservoir has been released from the permit. Please confirm the 1St slurry wall enclosure will be installed around Phases 1 and 2, identified as Reservoir 1 on Exhibit F-1 Reclamation Plan Map. Additionally, please be sure the bond estimate includes 100% of the costs for installing at a minimum the 1st slurry wall enclosure. Response: The revised Exhibit L bond calculations include bonding for the slurry wall around Phase 1. The bond will be increased to include Phase 2 with a Technical Revision prior to starting mining in Phase 2. 49) The summary of unit costs specifies a dollar amount per foot for installation of each of the proposed five phases of slurry wall installation, including 0-50 feet at $3/foot, 51-70 feet at $4/foot, and 71- 95 feet at $13/foot, and provides an estimated total cost per linear foot for each of the five phases. However, the Division is unable to confirm the total cost for each phase of slurry wall construction without knowing the depths of installation for each phase. Please provide the average depth of installation for each slurry wall enclosure. Response: The average depth of slurry wall installation for Phase 1 is 80 feet. The average depth of slurry wall installation for Phase 2 is 85 feet. The average depth of gm m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -13- 8/26/19 slurry wall installation for Phase 3 is 80 feet. The average depth of slurry wall installation for Phase 4 is 94 feet. The average depth of slurry wall installation for Phase 5 is 60 feet. Exhibit M — Other Permits and Licenses (Rule 6.4.13): 50) Will the operator be seeking SEO approval of the proposed slurry wall liners? If so, please include this "approval" in the list provided. Response: Yes, the approval has been added to the list in Exhibit M. 51) Will the operator be required to obtain a Section 404 permit from the U.S. Army Corps of Engineers in order to conduct the proposed mining and reclamation operations? If so, please include this "permit" in the list provided. The Division understands the operator may still be waiting on a jurisdictional determination from the USACE for the several aquatic resources identified on and nearby the proposed affected lands. In this case, the operator may state that a Section 404 permit may be required depending on the results of this determination. Response: No, a Section 404 permit is not anticipated and ERC is working with the Corps of Engineers to get a jurisdictional determination to make sure no permit is needed. Exhibit S — Permanent Man-made Structures (Rule 6.4.19): 52) Please provide a list of all permanent, man-made structures located on or within 200 feet of the proposed affected land boundary, and their respective owner(s). Response: A list is included in the revised Exhibit S and labels are provided on the Mining Plan maps. 53) On June 17 and 18, 2019, the operator provided the Division with copies of the structure agreements mailed (on June 18, 2019) to owners of structures located on or within 200 feet of the proposed affected land boundary, and Certified Mail Receipts for the mailings. The Division has the following questions regarding these materials: a. While the operator provided a copy of the structure agreement sent to Xcel Energy, the Division could not find the associated Certified Mail Receipt. Please provide the Certified Mail Receipt demonstrating a structure agreement has been attempted with Xcel Energy. b. While the operator provided a copy of the structure agreement sent to Extraction Oil & Gas, the Division could not find the associated Certified Mail Receipt. Please provide the Certified Mail Receipt demonstrating a structure agreement has been attempted with Extraction Oil & Gas. c. While the operator provided a copy of the Certified Mail Receipt for SRC Energy Inc., the Division could not find the associated structure agreement. Please provide a copy of the structure agreement that was mailed to SRC Energy Inc. d. While the operator provided a copy of the Certified Mail Receipt for PDC Energy Inc., the Division could not find the associated structure agreement. Please provide a copy of the structure agreement that was mailed to PDC Energy Inc. V m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -14- 8/26/19 e. While the operator provided a copy of the Certified Mail Receipt for Kerr-McGee Oil & Gas Onshore LP, the Division could not find the associated structure agreement. Please provide a copy of the structure agreement that was mailed to Kerr-McGee Oil & Gas Onshore LP. f. Until all structure owners have been identified on the Exhibit C maps, and the structure owner list (requested in item no. 52 above) has been provided, the Division cannot confirm that structure agreements have been attempted for all applicable structure owners. Please be sure that proof of such an attempt is provided for all permanent, man-made structures (not owned by J-2 Contracting Company) which are located on or within 200 feet of the proposed affected lands. Response: The certified mail receipts were sent along with the letters to match the receipts in response to your e-mail on 7/12/19. Attached is a structure agreement letter for the DPG owned structures stating that J-2 Contracting Company can mine within 200 feet and also remove structures where needed to mine. 54) The application includes a Slope Stability Report (report) prepared by J&T Consulting, Inc., intended to satisfy the requirements of Rule 6.4.19(b) in the event that structure agreements cannot be reached. The Division has the following comments/questions regarding this report: a. No executed structure agreements have been submitted at this time for structures located on or within 200 feet of the proposed affected lands. Therefore, pursuant to Rule 6.4.19(b), the applicant shall provide an appropriate engineering evaluation that demonstrates that such structure shall not be damaged by activities occurring at the mining operation. However, the report submitted does not address all structures identified on the Exhibit C maps. Please be advised, for all structures located on or within 200 feet of the proposed affected lands, which the operator is unable to obtain an executed structure agreement, an appropriate engineering evaluation must be provided which demonstrates such structures will not be damaged by activities occurring at the mining operation. b. The report does not suggest setbacks for several structures shown to be located within the proposed affected lands on the Exhibit C maps, including gas lines, gas tanks, fence lines, buildings, a pond, and Holly Avenue. Additionally, proposed setbacks for these structures are not shown on the Exhibit C maps. In fact, it appears the operation will mine through most of these structures. Please be advised, for any structures not owned by J-2 Contracting Company, which will be affected by the operation, the Division must receive a notarized agreement between the operator and the structure owner acknowledging as such. c. The report states the design criteria used to establish the desired minimum safety factors for the proposed project include a Factor of Safety (FOS) of 1.3 for static conditions, and a FOS of 1.0 for pseudo -static conditions. The policy of the Mined Land Reclamation Board for Factors of Safety for Slope Stability/Geotechnical Analyses (see enclosed policy) recommends the following minimum FOS for non- critical structures (e.g., fences): a FOS of 1.3 for static conditions and a FOS of 1.15 for analyses using seismic parameters; and for critical structures (e.g., residences, utilities, dams, pipelines, irrigation canals, public roads): a FOS of 1.5 for static conditions and a FOS of 1.3 for analyses using seismic parameters. Please be gm m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -15- 8/26/19 advised, the Division considers the majority of the structures located on or within 200 feet of the proposed affected lands (including all structures assessed in the slope stability report) to be critical structures. Therefore, please revise the report to include design criteria based on a FOS of 1.5 for static conditions and a FOS of 1.3 for analyses using seismic parameters. d. The report lists four recommendations for monitoring of slope stability, including, conducting a visual inspection of the excavated slopes on a weekly basis for the duration of mining, conducting a visual inspection after a major precipitation event that has saturated the ground using the same procedures, contacting qualified personnel to evaluate and recommend remediation work to stabilize the area in the event a visual inspection detects signs of potential slope failure, and if no visible signs of slope failure are detected during mining, reducing visual inspections to once every six months after mining completion, or after every major precipitation event. Please incorporate these recommendations into the proposed mining and reclamation plans. Response: a. An agreement with DPG Farms, LLC is attached. For all the structures not owned by DPG Farms, LLC within mining phases there are several that are in the process of being abandoned and J-2 Contracting Company is actively working with these structure owners to determine when they will be abandoned. J-2 Contracting Company commits to not mining within 200 feet of the structures not owned by DPG Farms, LLC that are within the mining phases until the structure owner abandons and removes them from the mining phases. b. For all the structures not owned by DPG Farms, LLC within mining phases there are several that are in the process of being abandoned and J-2 Contracting is actively working with these structure owners to determine when they will be abandoned. J-2 Contracting Company commits to not mining within 200 feet of the structures not owned by DPG Farms, LLC that are within the mining phases until the structure owner abandons and removes them from the mining phases or an agreement is in place. A copy of any agreement once it is in place will be provided to the DRMS. The other structures that are outside the mining limits have slope stability cases that are associated with the worst case scenario based on the proximity to the top of slope of the mining and the setbacks have been determined and updated to meet the factors of safety required by the MLRB Policy. c. The slope stability models have been revised and updated. The setbacks have been determined and updated to meet the factors of safety required by the MLRB Policy. d. J-2 Contracting Company commits to incorporating the recommendations for monitoring the slopes of the mining from the slope stability study into the mining and reclamation plans. Additional Item(s): 55) Pursuant to Rule 1.6.2(1)(b), the Applicant shall provide a signed affidavit with the application that notice signs have been posted at the location of the proposed mine site gm m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -16- 8/26/19 according to the provisions of this Rule. A sample notice and affidavit form (see enclosed) was provided in the 112c permit application package. However, the Division was not able to find the required signed affidavit in the application materials submitted. Therefore, please submit a signed affidavit that satisfies the requirements of Rule 1.6.2(1)(b). Response: The signed affidavit was sent via e-mail and confirmed by you that it had been received on 7/31/19. The hard copy was mailed to your office. 56) On June 17 and 18, 2019, the operator provided the Division with copies of the notices required by Rule 1.6.2(1)(f), and Certified Mail Receipts for the mailings. The Division has the following questions regarding these materials: a. While the operator provided a copy of the notice sent to Kerr-McGee Oil & Gas Onshore LP, the Division could not find the associated Certified Mail Receipt. Please provide the Certified Mail Receipt demonstrating the notice was mailed to Kerr- McGee Oil & Gas Onshore LP. b. While the operator provided a copy of the notice sent to PDC Energy Inc., the Division could not find the associated Certified Mail Receipt. Please provide the Certified Mail Receipt demonstrating the notice was mailed to PDC Energy Inc. c. While the operator provided a copy of the notice sent to SRC Energy Inc, the Division could not find the associated Certified Mail Receipt. Please provide the Certified Mail Receipt demonstrating the notice was mailed to SRC Energy Inc. d. While the operator provided a copy of the Certified Mail Receipt for Xcel Energy, the Division could not find the associated notice. Please provide a copy of the notice that was mailed to Xcel Energy. Response: The certified mail receipts were sent along with the letters to match the receipts in response to your e-mail on 7/12/19. 57) The comment letters received thus far on the application are enclosed for your review. Please inform the Division of how the operator intends to address any jurisdictional concerns expressed in these letters. Response: Division of Water Resources — A well permit and Substitute Water Supply Plan (SWSP) will be applied for at the time we receive an approval from Weld County for the Use by Special Review Permit. J-2 Contracting Company commits to providing the applications for a well permit and SWSP to the DRMS once they have been submitted to the Division of Water Resources. History Colorado - J-2 Contracting Company commits to following the state requirements under State Law CRS 24 80 part 13 if human remains are discovered. Town of Kersey- The proposed stockpiles are located in the floodplain but not within the floodway. A floodplain model and analysis was conducted for the proposed mining and included in the permit application submittal. The modeling shows no impacts to adjacent properties based on the mining conditions. 58) Please remember that, pursuant to Rule 1.6.2(1)(c), any changes or additions to the gm m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 RE: J-2 Contracting Company — DPG Pit — Permit No. M-2019-028 112(c) Permit Application Adequacy Review No. 1 Response -17- 8/26/19 application on file in our office must also be reflected in the public review copy which was placed with the County Clerk and Recorder. Pursuant to Rule 6.4.18, you must provide our office with an affidavit or receipt indicating the date this was done. Response: Any changes or additions to the application have been delivered to the Weld County Clerk to the Board to be placed with the public review copy. We have provided transmittals date stamped by the Weld County Clerk to the Board via e-mail to you on 7/31/19 for the groundwater model submittal and a hard copy for the original application being placed at the Weld County Clerk to the Board with the permit application materials mailed on 5/22/19. Thank you for your consideration of our responses to the comments. Please feel free to contact me with any questions or if you need additional information. Sincerely, J.C. York, P.E. J&T Consulting, Inc. Attachments: 1. Revised Application Pages 2. Exhibit A 3. Exhibit C Mining Maps 4. Exhibit D Mining Plan 5. Exhibit E Reclamation Plan 6. Spillway Design Calculations 7. Exhibit F Reclamation Plan Maps 8. Exhibit G Water Information 9. Exhibit H Wildlife Information 10. Exhibit J Vegetation Information 11. Exhibit L Reclamation Costs 12. Exhibit M Other Permits and Licenses 13. Exhibit S Permanent Man-made Structure 14. Revised Slope Stability Report 15. DPG Farms, LLC Structure Agreement V m 305 Denver Avenue — Suite D • Fort Lupton CO 80621 • Ph: 303-857-6222 • Fax: 303-857-6224 STATE OF COLORADO DIVISION OF RECLAMATION, MINING AND SAFETY Department of Natural Resources 1313 Sherman St., Room 215 Denver, Colorado 80203 Phone: (303) 866-3567 FAX: (303) 832-8106 CONSTRUCTION MATERIALS REGULAR (112) OPERATION RECLAMATION PERMIT APPLICATION FORM COLORADO DIVISION OF RECLAMATION MINING &-- SAFETY CHECK ONE: There is a File Number Already Assigned to this Operation Permit # M - (Please reference the file number currently assigned to this operation) New Application (Rule 1.4.5) Conversion Application (Rule 1.11) Amendment Application (Rule 1.10) Permit # M - (provide for Amendments and Conversions of existing permits) The application for a Construction Materials Regular 112 Operation Reclamation Permit contains three major parts: (1) the application form; (2) Exhibits A -S, Addendum 1, any sections of Exhibit 6.5 (Geotechnical Stability Exhibit; and (3) the application fee. When you submit your application, be sure to include one (1) complete signed and notarized ORIGINAL and one (1) copy of the completed application form, two (2) copies of Exhibits A -S, Addendum 1, appropriate sections of 6.5 (Geotechnical Stability Exhibit, and a check for the application fee described under Section (4) below. Exhibits should NOT be bound or in a 3 -ring binder; maps should be folded to 8 1/2" X 11" or 8 1/2" X 14" size. To expedite processing, please provide the information in the format and order described in this form. GENERAL OPERATION INFORMATION Type or print clearly, in the space provided, ALL information requested below. 1. Applicant/operator or company name (name to be used on permit): J-2 Contracting Company 1.1 Type of organization (corporation, partnership, etc.): Corporation 2. Operation name (pit, mine or site name): DPG Pit 3. Permitted acreage (new or existing site): 3.1 Change in acreage (+) 3.2 Total acreage in Permit area 4. Fees: 4.1 New Application 4.2 New Quarry Application 4.4 Amendment Fee 4.5 Conversion to 112 operation (set by statute) 5. Primary commoditie(s) to be mined: Sand 5.1 Incidental commoditie(s) to be mined: 1. 3. / lbs/Tons/yr 4. Gravel 228.02 228.02 228.02 $2,696.00 $3,342.00 $2,229.00 $2,696.00 lbs/Tons/yr 2. / / lbs/Tons/yr 5. / permitted acres acres acres application fee quarry application amendment fee conversion fee lbs/Tons/yr lbs/Tons/yr 5.2 Anticipated end use of primary commoditie(s) to be mined: Construction Aggregates N/A 5.3 Anticipated end use of incidental commoditie(s) to be mined: - 2 - 6. Name of owner of subsurface rights of affected land: DPG Farms, LLC If 2 or more owners, "refer to Exhibit 0". 7. Name of owner of surface of affected land: DPG Farms, LLC 8. Type of mining operation: Surface Underground 9. Location Information: The center of the area where the majority of mining will occur: COUNTY: Weld PRINCIPAL MERIDIAN (check one): SECTION (write number): TOWNSHIP (write number and check direction): RANGE (write number and check direction): QUARTER SECTION (check one): QUARTER/QUARTER SECTION (check one): 6th (Colorado) s12 T5 10th (New Mexico) R 65 NE NE NW North East NW SE SE South West SW SW Ute GENERAL DESCRIPTION: (the number of miles and direction from the nearest town and the approximate elevation): 2 miles west and 2 miles north of Kersey, CO. Elevation = 4600 10. Primary Mine Entrance Location (report in either Latitude/Longitude OR UTM): Latitude/Longitude: Example: (N) 39° 44' 12.98" (W) 104° 59' 3.87" Latitude (N): deg 40 min 24 sec 50 36 (2 decimal places) Longitude (W): deg -104 min 37 sec 19 33 (2 decimal places) OR Example: (N) 39.73691° (W) -104.98449° Latitude (N) (5 decimal places) Longitude(W) (5 decimal places) OR Universal Tranverse Mercator (UTM) Example: 201336.3 E NAD27 Zone 13 4398351.2 N UTM Datum (specify NAD27, NAD83 or WGS 84) Easting Northing Nad 83 13 Zone -3- 11. Correspondence Information: APPLICANT/OPERATOR (name, address, and phone of name to be used on permit) Contact's Name: Company Name: Street/P.O. Box: City: State: Telephone Number: Fax Number: PERMITTING CONTACT Contact's Name: Company Name: Street/P.O. Box: City: State: Telephone Number: Fax Number: INSPECTION CONTACT Contact's Name: Company Name: Street/P.O. Box: City: State: Telephone Number: Fax Number: Chris Leone J 2 Contracting Company Title: Owner 105 Coronado Ct. Unit A-101 Fort Collins P.O. Box: Colorado (970 (970 - 392-0694 Zip Code: 80525 ) - 392-0695 (if different from applicant/operator above) J.C. York J&T Consulting, Inc. Title: Principal/Owner 305 Denver Avenue, Suite D Fort Lupton P.O. Box: Colorado (303 ) - 857-6222 (303 Zip Code: 80621 ) - 857-6224 Same As Applicant/Operator Title: P.O. Box: Zip Code: ( )- ( )- CC: STATE OR FEDERAL LANDOWNER (if any) Agency: Street: City: State: Telephone Number: N/A Zip Code: ( )- CC: STATE OR FEDERAL LANDOWNER (if any) Agency: Street: City: State: Telephone Number: N/A Zip Code: ( ) t rrtif��::lllrin W.! 11:11 11..•!:1 I I.I:. !�:: •�.I � rll•. I,'I."�'. .,,:� .111 1111- il• LH. '1;. . .. l!I. ..... , . ��•.. ,I �..�. I:. ...rl ., ,I.l:: 1. �. !II :! ..•.lily , ".11•.:1 ,. I I _ .r. 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L r�QTAKY PUBLIC :A•/E OF COLORADO it 7E�Y1O20094D087t7 •::: �r Jr1 EXPIRES MARCH 12. 202r L. 7cr. aar#aoayir,.+n. • lr' \lf.' 111 RI Ill tiI !3I' I' 13I l f l\I� EXHIBIT A Legal Description A tract of land located in the north 1/2 of section 12, and the southeast 1/4 of northeast corner of section 11, township 5 north, range 65 west of the 6th p.m., and the south 1/2 section of section 1, township 6 north, range 65 west of the 6th p.m., Weld County, Colorado, being more particularly described as follows: Considering the west line of the northwest 1/4 of said section 12 to bear N00°027'58"W with all other bearings contained herein being relative thereto; The TRUE POINT OF BEGINNING being the west 1/4 corner of said section 12; Thence, S 88° 35' 09.95" W for a distance of 607.32 feet to the beginning of a non -tangential curve, Said curve turning to the right through an angle of 13° 22' 11.8", having a radius of 957.28 feet, and whose long chord bears N 27° 17' 24.55" E for a distance of 222.87 feet to a point of intersection with a non -tangential line. Thence, N 33° 43' 14.00" E for a distance of 999.95 feet to the beginning of a curve, Said curve turning to the left through an angle of 29° 08' 55.8", having a radius of 1270.00 feet, and whose long chord bears N 19° 08' 46.00" E for a distance of 639.16 feet to a point of intersection with a non -tangential line. Thence, S 85° 25' 00.56" E for a distance of 30.00 feet to the beginning of a non -tangential curve, Said curve turning to the left through an angle of 04° 01' 06.9", having a radius of 1300.00 feet, and whose long chord bears N 02° 33' 45.47" E for a distance of 91.16 feet to a point of intersection with a non -tangential line. Thence, N 00° 33' 50.80" E for a distance of 256.22 feet to a point on a line. Thence, N 87° 05' 59.89" E for a distance of 34.48 feet to a point on a line. Thence, N 64° 03' 50.91" E for a distance of 97.06 feet to a point on a line. Thence, N 41° 46' 47.83" E for a distance of 80.13 feet to a point on a line. Thence, N 41° 46' 47.83" E for a distance of 52.73 feet to a point on a line. Thence, N 37° 35' 24.70" E for a distance of 149.84 feet to a point on a line. Thence, N 30° 38' 57.11" E for a distance of 136.89 feet to a point on a line. Thence, N 17° 43' 22.57" E for a distance of 260.77 feet to a point on a line. Thence, N 16° 45' 22.72" E for a distance of 89.69 feet to a point on a line. Thence, N 31° 10' 23.60" E for a distance of 86.23 feet to a point on a line. Thence, N 25° 55' 19.05" E for a distance of 40.22 feet to a point on a line. Thence, N 49° 07' 23.77" E for a distance of 96.83 feet to a point on a line. Thence, N 61° 49' 57.57" E for a distance of 153.04 feet to a point on a line. Thence, N 58° 41' 27.77" E for a distance of 136.15 feet to a point on a line. Thence, N 75° 53' 20.05" E for a distance of 48.30 feet to a point on a line. Thence, S 78° 21' 52.04" E for a distance of 127.62 feet to a point on a line. Thence, S 63° 03' 59.59" E for a distance of 132.31 feet to a point on a line. Thence, S 54° 45' 28.61" E for a distance of 80.87 feet to a point on a line. Thence, S 56° 15' 45.61" E for a distance of 181.49 feet to a point on a line. Thence, S 86° 16' 13.73" E for a distance of 128.96 feet to a point on a line. Thence, N 54° 28' 11.49" E for a distance of 57.52 feet to a point on a line. Thence, N 46° 45' 12.18" E for a distance of 70.33 feet to a point on a line. Thence, N 27° 55' 08.37" E for a distance of 49.49 feet to a point on a line. Thence, N 19° 42' 00.67" E for a distance of 147.26 feet to a point on a line. • iJs'r Consulting, Inr. J-2 Contracting Company DPG Mining Site DRMS 112 Permit Application Thence, N 65° 41' 22.38" E for a distance of 137.02 feet to a point on a line. Thence, N 87° 40' 03.58" E for a distance of 115.87 feet to a point on a line. Thence, S 69° 13' 22.59" E for a distance of 87.06 feet to a point on a line. Thence, N 76° 17' 20.42" E for a distance of 75.17 feet to a point on a line. Thence, N 79° 42' 25.96" E for a distance of 75.00 feet to a point on a line. Thence, N 66° 44' 54.59" E for a distance of 150.42 feet to a point on a line. Thence, N 78° 14' 04.97" E for a distance of 69.30 feet to a point on a line. Thence, N 84° 26' 27.67" E for a distance of 43.80 feet to a point on a line. Thence, S 76° 26' 03.93" E for a distance of 118.23 feet to a point on a line. Thence, S 86° 08' 26.07" E for a distance of 122.87 feet to a point on a line. Thence, N 76° 11' 53.37" E for a distance of 331.13 feet to the beginning of a non -tangential curve, Said curve turning to the left through an angle of 76° 19' 13.8", having a radius of 445.24 feet, and whose long chord bears N 33° 44' 04.36" E for a distance of 550.20 feet to a point of intersection with a non -tangential line. Thence, N 03° 04' 24.45" W for a distance of 201.01 feet to a point on a line. Thence, N 21° 15' 40.46" E for a distance of 158.44 feet to a point on a line. Thence, N 85° 01' 26.46" E for a distance of 145.44 feet to a point on a line. Thence, S 75° 54' 51.91" E for a distance of 220.69 feet to a point on a line. Thence, N 88° 00' 29.75" E for a distance of 194.56 feet to a point on a line. Thence, S 01° 59' 30.25" E for a distance of 221.70 feet to a point on a line. Thence, S 87° 35' 12.51" E for a distance of 932.52 feet to a point on a line. Thence, S 06° 13' 46.65" W for a distance of 35.25 feet to a point on a line. Thence, S 23° 50' 41.30" W for a distance of 267.24 feet to a point on a line. Thence, S 51° 20' 56.00" W for a distance of 140.26 feet to a point on a line. Thence, S 23° 50' 52.00" W for a distance of 1091.10 feet to a point on a line. Thence, S 12° 48' 09.00" E for a distance of 731.25 feet to a point on a line. Thence, S 05° 33' 48.00" W for a distance of 91.69 feet to a point on a line. Thence, S 12° 41' 15.00" E for a distance of 106.98 feet to a point on a line. Thence, S 75° 25' 54.16" W for a distance of 918.21 feet to a point on a line. Thence, N 18° 03' 30.59" W for a distance of 142.96 feet to a point on a line. Thence, S 74° 27' 38.32" W for a distance of 25.26 feet to a point on a line. Thence, S 15° 32' 21.68" E for a distance of 142.28 feet to a point on a line. Thence, S 75° 25' 54.16" W for a distance of 37.14 feet to a point on a line. Thence, S 72° 21' 56.18" W for a distance of 349.70 feet to a point on a line. Thence, N 70° 23' 54.75" W for a distance of 635.99 feet to the beginning of a non -tangential curve, Said curve turning to the right through an angle of 07° 41' 07.0", having a radius of 421.44 feet, and whose long chord bears N 57° 50' 15.41" W for a distance of 56.49 feet to a point of intersection with a non -tangential line. Thence, N 57° 50' 15.41" W for a distance of 26.30 feet to the beginning of a non -tangential curve, Said curve turning to the right through an angle of 00° 11' 16.5", having a radius of 8830.64 feet, and whose long chord bears N 57° 50' 15.41" W for a distance of 28.96 feet to a point of intersection with a non -tangential line. Thence, N 67° 47' 18.88" W for a distance of 69.64 feet to the beginning of a non -tangential curve, Said curve turning to the left through an angle of 03° 30' 31.0", having a radius of 688.63 feet, and whose long chord bears N 84° 39' 31.78" W for a distance of 42.16 feet to a point of intersection with a non -tangential line. • iJs'r Consulting, Inr. J-2 Contracting Company DPG Mining Site DRMS 112 Permit Application Thence, S 67° 09' 41.66" W for a distance of 82.93 feet to a point on a line. Thence, S 61° 57' 59.22" W for a distance of 564.11 feet to a point on a line. Thence, S 73° 27' 17.62" W for a distance of 198.67 feet to the beginning of a non -tangential curve, Said curve turning to the left through 11° 32' 41.0", having a radius of 1348.32 feet, and whose long chord bears S 75° 14' 40.61" W for a distance of 271.22 feet to the beginning of a non - tangential curve, Said curve turning to the right through 03° 50' 53.2", having a radius of 4578.11 feet, and whose long chord bears S 75° 53' 05.32" W for a distance of 307.42 feet to the beginning of a non - tangential curve, Said curve turning to the left through 25° 45' 02.1", having a radius of 261.57 feet, and whose long chord bears S 62° 45' 23.57" W for a distance of 116.57 feet to the beginning of a non - tangential curve, Said curve turning to the left through 21° 44' 32.9", having a radius of 540.65 feet, and whose long chord bears S 45° 02' 28.64" W for a distance of 203.94 feet to the beginning of a non - tangential curve, Said curve turning to the left through an angle of 11° 45' 12.5", having a radius of 987.88 feet, and whose long chord bears S 32° 01' 16.02" W for a distance of 202.30 feet to a point of intersection with a non -tangential line. Thence, S 28° 32' 11.27" W for a distance of 228.41 feet to a point on a line. Thence, S 34° 36' 51.31" W for a distance of 210.38 feet to a point on a line. thence S 46° 38' 46.18" W a distance of 239.82 feet to a point on a line; Thence, N 88° 47' 19.83" W for a distance of 430.73 feet to the TRUE POINT OF BEGINNING. SAID TRACT CONTAINS 227.52 ACRES MORE OR LESS. The proposed mine entrance coordinates are as follows: Latitude (N) 40°24'50.36" Longitude (W) -104°37'19.33" • iJs'r Consulting, Inr. J-2 Contracting Company DPG Mining Site DRMS 112 Permit Application F�' •,AI/ 1/11/ �X"l 0 \ 1 i \_ — ,\I 1^c—� 2 !_,I-.' 11/ I \ Y., —1 / LEGEND: — — — — — — — PROPERTY UNE — — —.'.— — EXISTING CONTOURS (r INTERVALS) EXISTING EASEMENT NTAIVEL ROAD NOSTING DITCH/RIVER PROPOSED FIERA, JURISDICTIONALROAD arer 1 WE ff. 100 YR FLOODPLAIN PROPERTY OWNERS WITHIN 200 FEET: \NAME ASSESSORS I.D. NO. A o co n CREEL, co 80631 ROADIFER CAHH5RIVE GHEE., CO 80631 MATHEWS FAMILY ENTERPRISES LIN 3T 162ELL.Eco 9D6C6 096,12200012 096111400002 wen200D076 00a VEGETATION NOTF• ALL NON —WETLAND AREAS ARE HISTORICALLY CULINATED CROPA SMOOTH NDme, J&T CONSULTING TOTAL PERMIT / AFFECTED LANDS AREA = 227.52 AC O 250 125 0 250 500 SCALE IN FEET M NOIR BUSS 8 BOG Sheet: 1e 5 ▪ ��A\\�DPc1�2esjib / —�NORLE� �%/� :. "' M �� f/ i A / TArvK BarrERv ;14 MIDsrRrwM I/50' PIPELINE EASEMENTTR /.16 zI S)- O,• . 242621J)\\ EXCEPTED PARCEL ON0.43�///�//CWELDNOBLC CNERGTdOUNtt DPG F12-290OPG BORROW OITCH"BRIDGE /�// ///NO VSIBLE6WELL�) \� AND IRRIGA110N POND I1EXCEPTION N0. 55�///TCGi pORE ONLY N /�I CASING INSTALLEDOPG 2'/'DPG RDAD ACCESS �� ENBRGYI TANK i• , OGLE MIDSTREAM & OCP MIDSTREAM ��\oRLE ENfrecr� 34(cluo Rla D3 z4ns�war ///AS(IXCEPTION N0. 46EXISTING GRAVEL ROAD7/41:1 10ENTERLINE OF PIPELINE\///�`\RI IXI9570 9)BUILT- E RACTIONDpG //// NO WID H15PECIFIEO (RGADANONED)2NOBLE ENERG" �POND// NOOOLUSipIE GY 1EXCEPTION N0. }3EISERia YAKLICH—PM F12-3//\MATCHLINE��/L�SEE SHEET 3 I I 111 drrE.E RIGHTN0 N N AAA✓—f-j-J�r —� _� �� /DPGENoeze�ffft, , ▪ . N / \ /1' _ _ - �f� j i I� - `/� I OCP MIDSTREAM • / / `•// As-eoall(eEcR No 242 088 �/ / EXCEPTION NV. 44 DPG RECHARGE POND \\\ I TOC-T910 FAMA/;'////:: �/ / REMOVED DPG EXISTING � � REC. N0. 4159849 � \ i- %0�� BUILDING SURFACE 45E6 ( ) / N 2 EXCEPTION / / � ♦� "-�. � � �----• 7_\•VA/ EscEvnoN Na i) /�//%/ ♦ _ DGP M D6R M ,, D P MIDS-REAM \ D� NOBLE ENERGY \ 30 PIPELINE RIGHT-OF-WAY, u q0' PIPELINE RIGHT-OF-WAY, ` \\�AS-BUILT (REC. N0. 2426217) �/ ��/ AS -BUILT. PIPE EXPOSED DPG 12-28 \ �\\ EXCEPTION N0. 43 // ✓ • LEGEND: UT.HT POLE GAS VALVE - - - - - - - PROPERTY LINE EXITING FENCE LINE EMSTING GAS EMSTIrNG STORM SEWER EMSTIN. IRRIGATION GNI_TNG "ELEPHONE %ISTIN. OVERHEAD ELE,RIO GRAVEL ROAD PROPOSEDPERMIT BOUNDARY 1CM FLOC., RR TOD FLOOD, AIN RCN, IN FED ci ob F J-2 Contracting Company M 2019.028 JOT CONSULTING 19114 TVSS TPY JCR Sheet 2LI 5 /I 44. / f III NOWTANK BATTERY REMOKD SURFACE (REC.NO. 2426216) EXCEPTION NO. 34 MOSTN�M DELTA IRRIGATION STRUCTURE DPG GATE • EXTRACTION ( R4NOONEO) GEISERT 412 IXTRACTION (ABANDONED) GEISERT 5-12 ,� DELTA __.-c--,,,,;-,--„ XIIN NOBLEENERGY RRIGATION �� FENCE GAS LINE DIVERSION /� STRUCTURDELTA E / / NOBLE ENERGY le,, �� // YAKLICH F12-6 'N'\ STRUCTURE ��\/ / / ///% DIE RIGHT -OP -WAY. \ e/ � / / AS -BUILT PIPELINE I REC. N0. 242621]) \ / �(/ / EXCEPTION NO. 43 # / /„.,.. // NOBLE ENERGY / i / \_GOµA / FAMILY / HOUSE I I GAS LINE " FAMILY DRNEWAT I I I UEXISTING BLIND HUNTING / --/ EXISTING I Al DPG FENCE I I -----y NOBLE ENERGY YAKLICH-PM 12-3 // / \ \C POND / NOBLE ENERGY ELINE �\ 1 EL ENERGY \\ POWER & POLES MP) NOL0USTALRGY E I "( 30' PIPELINE RIGHT OF -WAY, AS -BUILT (REC. NO. 2426217) EXCEPTION N0. 43 DPG EXISTING BUILDING XCEL ENERGY POWER POLE (TYP) DPG OLD HOMESITE DPG EXISTING �� /f BUILDING / - V \\\\\:\\\\ VAA '001344" ` ETA NOBLE ENERGY / / DELTA IRRIGATIONCOMVI P IRRIGATION OPG 12-18 -�- % NOBLE i j )\ \\ �� DIVERSION �• DELTA \ / Par= OPG F t2 -tom j i �\ W III OEL -I(,\' IRRIGATION _ 1 (REC�NOT 5868]) ,�" g pLµp HOUSE IRRIG4TION J • \ STRUCT�RE-/ �j / \ 1 \\ EXCEPTION N0. 16 O. ` IRRIGATION ll STRUCTURE \ daf�� \° �� \\ \ \\ V� DIIRUCI�N CENTURn NN di III PIPELINE EASEMENT i//� \ \. -0--'-'`_-...„------------,------- s TELEPHONE NOBLE MIDSTREAM & OCP MIDSTREAM \ \ ' // �_ ___ ` = gg i AS CONSTRUCTED T �� 50' PIPELINE EASEMENT \' F� / \\ / �/ S i ► — _ .334---`i 0'PI PIPELINE EASEMENT EXCEPTION i� / EXCEPTION4NO.663) ..A.:7„..\' '1,/ 30 PC C NT \4A ��(REC. N0. 3039321) �� M EXCEPTION N0. 65 ..\\\ LNE �i ` LOUSTALET 32-12 • OBLE ENERGY & DCP MIDSTREAM / / - — / / 3' (REG NO o406]BO) � � / / / ■■ EXCEPTION N0. 46 R 11 CENTERLINE NO S EMNE \ RIGHT-OF-WAY AS -BUILT 11 \ NO WIDTHiSPEC79) CIE ) . // \ ` EXCEPTION No. 33 MATCHLINE I \ / 4\11 \ SEE SHEET / 4 1 ' 4\11 \,_ NOBLE \.‘\ ,p\ ] PIPELINE EASEMENT i/ (REC. N0. 4438066) ,,,,----4.7%. V / / NOBLE ENERGY EXCEPBON No 733 �� TANK ' / / / / ' III \\ , DELTA IRRIGATION Il / COMPANY DITCH ' (REG.ND. 58687) EXCEPTION N0. 16 LEGEND: LE GUY WREGAS TANK GAS VALVE WEL EXISTING FENCE LINE EXISTING GAS EXISTING, STORM EXISTING IRRIGATION WLR EMSTING EXISTING OVERHEADS ELECTR,. EXISTING EASEMENT GRAVE_ POOL, FROPOSEO PERMIT BGUNOAg, 100 rR FLOOD., 100 rR ELOODPLAP / V SCALE IN FEET J•2 Contracting Company M 2019.028 ,1NT CONSULTING NAY lGY Sheet. 3 / RMIT HGUNonrry \ GROUND :leas 4s.r 4630 _ _ _ 4655 E A615. _ 1'� - +-�'N-----;;8,1e,"--7-;147:7 \ J //-5,0m;7±___ I- �� / _MI ` TION AREA _ 1 // �/� ` - - \ ► _ _ V ` `(R. -78N.4317 ---- RE B)a51 `. \, %r ' 7 \ / DPG POND ENERGY � / �- I f/ GAS LINE ',__ ALK 4// le -- - - i 1 --14(--';,,V' -,--_-,,-,,--7-/- I/I '� `� = _11 RCP AIDS REAM �X UPS J 30' PIPELINE ` E PIPEATERING J/ RIGHT-OF-WAY./ / l 5-BUIT PPE - / EXPOSED IN NOBLE ENERGY/ / RIVER DPG 12-28 (REC.NO 2428212) EXCEPTION NO 43.. j NO�� enigcv: PHASE i /�-FROM WERAND L (REC NO „NOUN- C NO VISIBLE WELL 24.36 AC IPHASE 2 . /1 / EXCEPTION NO. 55 SLURRY WALL . / EXTRACTION .... — r / cE SERT't� �PHA$E 2 \ \. _ __ i �. /---•.-7,..........--- '/ // n i 19.94 AC ; /-3--:,------ /I( I L - - - - - - - - PROCESS �� —0/ % PROCE ARG AREA.,` TVGB al. ALL SAND AND GRAVEL BEDROCK TYPICAL MINING SECTION DEWATEFINCTRENCH J 55' - I GAB E-7 III NOV-MIDSTR 30 PIP LINE RIGHT-OF- AS-BUIL1 (REC N0. 242808 EXC i0 N 0PG RECHARGE POND 150 SETBACKN ROM " s N. II 0UTEALL I, PG _N0BLE /� PROPERTY BOUNDAR p I I, III / PERMIT BOUlt12 PHASE 5 SLURRY LWALL 50 SETBACKr ROFtINPIMRMO // /4 25' MR) -A.P1//// NETTLE SNOB LE MIDSTREAM & 004 MIDSTREAM /, /// (KELP PIPELINE � // POND ((// \ PONDS2�LE EXCEPTON NO 63 // /'? 0PCPHASE 5 POND \\ WATER DITCH 45.28 AC /*//�� \\\ / //�//�// \S\ �/ r_/ "//. \\\ i% / / FROM NRNNOINE // //5 / EASEMENT ��L PHASE 4 /; / =% v/ 44.33 AC /�I -'/ 4Ly NOBLE ENERGY / �I �% SCOOPS wPLL -AI\� I� NOBLE MIDSTREAM & DCP M DSTRE NEN AY/\1 / NOBLE 30 (RE O" 3302446) , '1 J \ LOUSTAGA 1 R EKCEPTION N0. GAS EIHESE .EROS , \,,�\\1\ NOBLE ENERGY LEGEND: LE GAS TANK GAS MA, WELL - - - - - - PROPERTY LINE EXISTING FENCENE EXISTING GAS LINE EXISTING EASEMENT GRAVEL ROAD PROPOSED PERMIT BOUNDARY PROPOSED SLURRY WALL MINING PHASE LIMIT I JURISDICTIONAL WERAN0 100 FR FLOODWAr TOO rR FLOODP AIN 0 R V HTROF WAY 6VKNL I .'. (PEC.TIN 1952029) 0 WIDTH SPECIFIED EXCEPTION NO 33 MATCHLINE SEE. SHEET 5 SCALE IN FEET S Co d 4 S a. d Tr 5 J-2 Contracting Company M 2019.028 J8T CONSULTING 18114 BCC IVY Sheet: 4 5 30' PI (R EASEMENT 4405760) 36066) ION NO. 73 RECYCLED CONCRETE/ASPPALT PERMIT BOUNDARY ENERGY FROM P�OPECRTY NOBLE � GE SER,' 52 . BOUNDARY/POW (TYR) /i' i6( — — —` GASLNE LENERGY ,% — G FENCE 50 SETBACK /jl TUCH SCAc FROM \ EASEMENTare GATON�/� D TAND /// ALE ROUST GAS / OVERBURDEN PHASE 3 55.69 AC TOPSPOI PRODUCT STOCKPILE RR P SETBACK FR AT ON DITCH ANDRPOWER LINE !// 455;„...........55 -5-,,,,,,,/ (% TANK ENERGY % / .1YA�' �� J I. % 1��i� TSL RRY WALL \ T .44 ...KT � OBLE MDS RU & OCP MIOSTRC) J '' 30 PRE NE RIGNT OF WAY GEN16iL E 0 EM.[ / NOBLE ENERGY (REC. N 3302446) , ) ` RI H -O WAY AS U UT•. L'C'T'" N0. 46 / \\116, \ . . NOEC.ND. 1SPECJ9) • �� • GAS LINES ' WIDTH SPECIFIED I' NOBLE ENERGY 1 �E%CEPTION N0, 33 i LOUSTALET I / A L�1A MA'�CHLINE h�l A L� VA SEE SHEET 4 PIT RUN PHASE 4 / 011\5D' 5 B EK ■ PORTABLE BATCH 1,i ) 44.33 AC / 25 (lYP) '\II \ER EASEMENT NE FUEL STORAGE NT AREA I / 1,411 211 \J . /� s1�� 5M�, �A'\11 EARD. I 6RRIGA�ONKDITCH M ` 1 IT ' ' \ �- —� N NOBLE LOERCT j1TH OPGL 12-18 ol,!I PROCESSI pDIEy RTEAIRRIGATION \\ \ \\ STOCTUREP �� / / VA s0 1 /// /NOBLE ENERGY G. DCP LH OSTIREAm \\ 30' PIPELINE EASEMENT �9 y� /// ' - (REC. NO,'4405760) - wj / /'' /ct/� (REC. R. 4380 6) �- / ' • - � / r � // - — ,00-YR FLOODWAY EXCEPTION NO P3 ____,-.55-- ____,L__ / J `.. HOLLY A NUE— — — 7_ PIT ENTRANCE , / % p��E GNEp PROPERTY BOUNDARY / - / SOU DoUgg EXISTING GROUND LEGEND: GAS TANK • GAS VALVE A`! WELL EXISTING - - EENCE LINE E,ISR NG CAS LINE EXISTING EASEMENT GRAVEL ROAD PROPOSED PERMIT BOWIEARPROPOSE:I, TiL WRY WALL MINING PHASE LIMIT JURISDICTION, WETLAND I. YR ELOODWAt 100 rn ROOOPLAIN O CONCRETE WAASH AREA )(Ries TS/OB I ' 25' SU ALL SAND AND GRAVEL BEDROCK TYPICAL MINING SECTION 1 \/\ 55' - 110 DEWATERING.J TRENCH zoo :goo a 400 :SCALE IN FEET •b 4 7 J-2 Contracting Company M 2019.028 J&T CONSULTING 19114 BOG TPY JGY Sheet 5L 5 EXHIBIT D Mining Plan Mining Limits J-2 Contracting proposes to mine in the land located in the north 1/2 of section 12, and the southeast 1/4 of northeast corner of section 11, township 5 north, range 65 west of the 6th p.m., and the south 1/2 section of section 1, township 6 north, range 65 west of the 6th p.m., Weld County, Colorado. The proposed mining site is located approximately 2 miles north and 2 miles west of the Town of Kersey, and approximately 2 miles north of State Highway 34. The South Platte River is approximately 600 feet south of the site on the west side of the permit boundary and 200 feet south and east of the site on the east side of the permit boundary. The Cache La Poudre River is adjacent to the north side of the permit boundary. The Weld County Parkway is immediately adjacent to the west side of the permit boundary. Access to the site will be located at the southwest corner of the permit boundary off of the Weld County Parkway. The dominant land use surrounding the property is agricultural. An aggregate processing plant area and a concrete and asphalt batch plant area will be located within the mining area as shown on the Mining Plan Map. These areas will contain stockpiles, portable equipment, storage bins, and silos as necessary to support the plant operations. Designated locations for concrete truck washout and excess concrete product dumping will be provided to ensure that waste materials are recycled and kept from entering the stormwater flows on the site. The concrete truck washout area will be a 30 foot by 20 foot three cell concrete structure. Concrete trucks will wash the residual product from their mixing drums and chutes into the first cell of the structure. The first cell spills into the second cell, which spills into the third cell. This allows the aggregate and suspended fines to settle into the cells over time. The water and settled material in the three cells is then removed as required and recycled into the concrete batch plant. Generally, the cells are cleaned on a weekly schedule. The excess product dumping area will be approximately 50 feet by 100 feet and have an exterior berm to limit the migration of stormwater flows to and from the surrounding areas. Excess product that is deposited in this area will be allowed to cure for approximately 90 days until it becomes inert. It will then be crushed and recycled. All local, State, and Federal rules and regulations will be followed for the storage and handling of any fuel, asphalt, cement, flyash, and admixtures required for the batching facilities. The permit boundary will encompass approximately 227.52 acres which will all be affected acreage, and approximately 189.60 acres being mined. The remaining area will consist of access roads and disturbed land. The following table depicts the different affected acreage: • iJs'r Consulting, Inr. J-2 Contracting Company DPG Mining Site DRMS 112 Permit Application Affected Acreage Mining Plan Area (acres) Mined Area 189.60 Access Roads 21.56 Disturbed Land 16.36 TOTAL 227.52 Various setbacks from adjacent roads, adjacent structures, and oil and gas infrastructure will be maintained as mining occurs. All setbacks specified in the surface use agreements with the oil/gas companies will be followed. The final executed agreements are expected to be obtained in the near future and will be forwarded to the Division when they are available. A minimum 200 foot setback from any existing oil/gas facility will be maintained until that time. See Exhibit C, Mining Plan Map, and the Slope Stability Report for the mining limit configuration and information on setbacks and their locations. Products Sand and gravel will be the primary product produced from the DPG Mining site. The principal intended use for the sand and gravel is for road base and construction aggregates. Subsurface drilling and testing have verified that the DPG Mining site property contains a significant commercial deposit of sand and gravel. The depth of interbedded sandy clays and clayey to silty sands at the surface range from 3 to 12 feet. The thickness of the aggregate material ranges from 67 to 102 feet where bedrock contact occurs. Mining Methods The deposit will be dry mined and a slurry wall will be constructed around the perimeter of the mining area for Phase 1. Phase 2, 3, 4, and 5 will not be opened until the slurry wall is constructed around each phase prior to mining each phase. Design specifications for the slurry wall and quality control procedures used during construction will ensure that the reclaimed reservoir meets State Engineer's Office (SEO) performance standards. Dewatering trenches will be excavated around the perimeter of each mining area in Phases 1 — 5 prior to mining operations commencing. The depth of the ditches will vary as the mining progresses deeper into the alluvium in order to maintain the groundwater level below the active mining bottom surface, and therefore minimize the exposed groundwater surface area. The dewatering ditches will flow to a collection pond, from which the water will be pumped into a ditch, which traverses the mining phases and eventually discharged into the Cache La Poudre River. The equipment and facilities may include, but are not limited to the following: Processing Equipment Screens, crusher, conveyors, stackers, and other miscellaneous processing equipment. Earth Moving Equipment Dozers, loaders, scrapers, excavators, and compactors will be used for mining and earth moving operations. • iJs'r Consulting, Inr. J-2 Contracting Company DPG Mining Site DRMS 112 Permit Application Miscellaneous Equipment Dewatering pumps, electrical trailer, generator trailer, small portable generators and watering trucks will be used as needed. As mining progresses, topsoil and overburden will be stripped to expose the aggregate product below. All soil and overburden material will be used on -site for reclamation; so long-term stockpiling of these materials is not anticipated. Overburden stockpiles will be located within the proposed mining area. The stockpiles will be placed parallel to the floodplain to mitigate impacts to the floodplain. Mining of the aggregate will progress down to the underlying bedrock. Since reclamation will occur concurrently with mining, it is not anticipated that overburden material will be stockpiled long-term prior to use in production of road base. During mining the mining face will have a 3H:1V slope to bedrock or the bottom of the future reclaimed reservoir. The processed aggregate material will be temporarily stockpiled near the portable processing plant. Recommendations for monitoring of slope stability, including, conducting a visual inspection of the excavated slopes on a weekly basis for the duration of mining, conducting a visual inspection after a major precipitation event that has saturated the ground using the same procedures, contacting qualified personnel to evaluate and recommend remediation work to stabilize the area in the event a visual inspection detects signs of potential slope failure, and if no visible signs of slope failure are detected during mining, reducing visual inspections to once every six months after mining completion, or after every major precipitation event. All local, State, and Federal rules and regulations will be followed for the storage and handling of any fuel for the facilities. Topsoil Handling Plan As stated previously the topsoil will be stripped to expose the aggregate product underlying the topsoil. The topsoil will be stripped using scrapers and stockpiled in the topsoil stockpile as depicted in Exhibit C. The volume of topsoil for all the mining phases is approximately 306,000 cubic yards. The depth of the topsoil is approximately twelve inches over the majority of the mining area. The topsoil will be stripped and stockpiled during each phase of mining where topsoil will only be removed for Phase 1, Phase 2, Phase 3, Phase 4, and Phase 5 as they are going to be mined. The height of the topsoil stockpile will be approximately 15 feet. Mine Phasing J-2 Contracting anticipates mining and reclaiming the DPG Mining site in 5 phases, progressing through the phases as shown on the Mining Plan Map. The overall time required to complete the mining and reclamation is estimated to be 30 years. Maximum production is expected to be 750,000 tons per year. However, it is possible that due to demand fluctuations, mining could progress slower than anticipated and additional time may be required for mining and reclamation of the site. J-2 Contracting Company will mine down to an elevation of 4523 in Phase 1 of the mining plan encompassing a total of 24.6 acres of the mining limits and groundwater will be exposed. A slurry wall will be constructed around Phase 1. The operator is proposing to mine Phase 1 first that is 27.15 acres and during this mining there will be 65.4 acres disturbed to provide locations for a scale house and site entrance roadway, haul roads, stockpiles, processing areas, settling ponds, a recharge pond, and an overflow pipe from the recharge pond that are outside of Phase 1. Prior to or during the initial mining of Phase • iJs'r Consulting, Inr. J-2 Contracting Company DPG Mining Site DRMS 112 Permit Application 1 a slurry wall will be installed around the perimeter of Phase 1 and extend to Phase 2. The estimated time for mining Phase 1 is approximately 4 years. The operator is proposing to mine Phase 2 second that is 24.08 acres and during this mining there will be the same 65.4 acres disturbed that were in addition to Phase l's 27.15 acres for a total of 104.61 acres that will be the maximum disturbed area and a Technical Revision will be requested prior to mining into Phase 2. The estimated time for mining Phase 2 is approximately 3 years and 6 months. The operator plans to mine Phase 3 next and prior to mining Phase 3 a slurry wall will be installed around the perimeter. Phase 3 is 48.69 acres and there will be 102.07 acres disturbed as the areas for Phase 1 and 2 will be part of a reclaimed reservoir and likely released when Phase 3 mining starts. The stockpile areas will move to the bottom of Phase 3 after the southern portion of Phase 3 is mined. The estimated time for mining Phase 3 is approximately 10 years. The operator plans to mine Phase 4 next and prior to mining Phase 4 a slurry wall will be installed around the perimeter. Phase 4 is 40.43 acres and there will be 70.16 acres disturbed as the area for Phase 3 will be part of a reclaimed reservoir and likely released when Phase 4 mining starts. The stockpile areas will be in Phase 4 and move to the bottom of Phase 4 after the southern portion of Phase 4 is mined. The estimated time for mining Phase 4 is approximately 8 years and 5 months. The operator plans to mine Phase 5 next and prior to mining Phase 5 a slurry wall will be installed around the perimeter. Phase 5 is 33.76 acres and there will be 53.64 acres disturbed as the area for Phase 4 will be part of a reclaimed reservoir and likely released when Phase 5 mining starts. The stockpile areas will be in Phase 5 and move to the bottom of Phase 5 after the southern portion of Phase 5 is mined. The estimated time for mining Phase 5 is approximately 7 years and 4 months. The mining will progress in each phase beginning at the outer edge of the phase where material will be moved toward the interior of the phase such that a 3H:1V mining slope can be established on the exterior of the phase and then transition to a 3H:1V slope. The mining slope will be established for the entire perimeter of the phase in 3 to 6 feet intervals. In Phases 1 — 5 a dewatering trench around the perimeter will be placed at the toe of the 3H:1V or 3H:1V mining slope. As the phase is mined deeper the dewatering trench will be lowered and moved laterally along the 3H:1V and then the 3H:1V mining slope toward the center of that phase. Once the interior footprint becomes small enough where the 3H:1V mining slopes from three to four sides are encroaching upon the portable plant and haul roads another phase will be opened to continue mining. Dewatering Dewatering trenches will be placed along the perimeter of each mining area in Phases 1 — 5. The dewatering trench around the perimeter of the phase being mined will be placed at the toe of the 3H:1V mining slope. As the phase is mined deeper the dewatering trench will be lowered and moved laterally along the 3H:1V mining slope toward the center of that phase. Once the interior area becomes small enough where the 3H:1V mining slopes from three to four sides are encroaching upon the portable plant and haul roads another phase will be opened to continue mining. The slurry wall is anticipated to be installed around the perimeter of Phase 1 and prior to starting mining in Phase 2 and it is expected minimal dewatering will be required in the subsequent phases due to the slurry wall cutting off groundwater infiltration into the pit. J-2 Contracting Company will have an approved substitute water supply plan and well permit prior to exposing groundwater. The substitute supply plan will be updated annually to account for water that is consumed due to exposing groundwater by the mining operation. Explosives Explosives will not be used during mining. • iJs'r Consulting, Inr. J-2 Contracting Company DPG Mining Site DRMS 112 Permit Application EXHIBIT E Reclamation Plan Lined water storage reservoirs will be the final reclaimed use for the DPG Mining site. Portions of mining areas will be reclaimed as "native" areas, which will be re -seeded with native vegetation. The majority of the mining areas will be reclaimed as water storage reservoirs. The remaining area within the proposed permit boundary will consist of reservoir shoreline, unimproved access roads around the reservoirs, and reclaimed vegetated land. Final Land Use Reclamation Plan Area (acres) Reservoir Water Surface 176.80 Access Roads 21.56 Reclaimed Vegetated Land (Disturbed Land and Slopes above Reservoir Water Surface) 29.16 TOTAL 227.52 Water Storage Reservoir In general, the mining limits will be mined down to the shale/claystone/sandstone bedrock. The relatively impermeable bedrock will make the bottom of the reservoir. The reservoir will be separated from the surrounding alluvial aquifer by the slurry wall liner system as detailed in the cross-section shown on the Reclamation Plan Map. The slurry wall liner will be keyed into the bedrock material and extend upward through the entire height of the alluvium. Design specifications and quality control procedures used during the construction of the slurry wall liner will ensure that the reservoir meets the State Engineer's Office (SEO) performance standards for permeability. The slurry wall is anticipated to be installed around the perimeter of Phase 1 and 2 after a depth of 30 feet is reached in Phase 1 and prior to starting mining in Phase 2 and it is expected minimal dewatering will be required in the subsequent phases due to the slurry wall cutting off groundwater infiltration into the pit. All reservoir slopes will be reclaimed to at least 3H:1V final grade Since reclamation will be concurrent with mining, most soil, overburden, and bedrock material excavated during mining will be used almost immediately. Scrapers and dozers and compactors will be used to shape the reclaimed slope material along the reservoir perimeters to achieve the final grade. Upon placing the backfill material, 95 percent compaction will be achieved to ensure adequate integrity of backfilled areas for haul/access roads and recharge pond areas that are not within the future water storage/reservoir footprint. Final reclamation by capping with topsoil and re -vegetating above the expected reservoir water level will follow grading operations as well as backfilled areas that will not be haul/access roads to minimize the amount of disturbance at any one time. Recommendations for monitoring of slope stability, including, conducting a visual inspection of the excavated slopes on a weekly basis for the duration of mining, conducting a visual inspection after a major precipitation event that has saturated the ground using the same procedures, contacting qualified personnel to evaluate and recommend remediation work to stabilize the area in the event a visual inspection detects signs of potential slope failure, and if • iJs'r Consulting, Inr. J-2 Contracting Company DPG Mining Site DRMS 112 Permit Application no visible signs of slope failure are detected during mining, reducing visual inspections to once every six months after mining completion, or after every major precipitation event. During reclamation activities, inlet and outlet facilities for the reservoir will be designed and installed once the operational criteria of the proposed reservoir have been identified by an end user. Reclamation Measures/Materials Handling Backfilling will be done to provide stabilized shorelines around the reservoir and to minimize erosion. The backfill material will consist of gravel, overburden, and topsoil. There will not be known toxic or hazardous materials in the backfill material. Additionally, it is not likely that acid forming or toxic materials will be encountered during mining. The mining will not leave high walls on the property. In addition, there will be no auger holes, excavations, or shafts left on the property. Topsoil will be placed to finalize the grading such that seeding can occur. The topsoil will be placed at all disturbed areas and on the mining slope to an elevation matching the expected reservoir water level. Topsoiling Approximately the top twelve inches of soil on the property is classified as topsoil. This layer includes the root zone of grasses and crops, which will be stripped and stockpiled separately. By using concurrent reclamation techniques, the topsoil is not expected to remain in stockpiles for more than one to five years. If the stockpile remains more than one growing season, it will be seeded with a fast-growing vegetative cover to prevent erosion. All topsoil will be retained on - site to reclaim the reservoir shoreline, and other areas disturbed by mining activities. Where required, topsoil will be replaced to a depth of twelve inches. Revegetation As mining operations are completed, areas for reclamation will be graded and shaped for revegetation. Runoff or excess water from adjacent areas will not be allowed to flow over slopes being graded and seeded. If needed, berms or channels will be constructed to divert excess water and convey it in a safe and non -erosive manner. For disturbed areas, the reclamation plan includes re -vegetating with appropriate seed mixes to minimize erosion and re-establish natural terrain. The seed mixture below was selected to be long lasting and regenerating, as recommended by the Greeley Natural Resource Conservation Service Office (see attached recommendation). The ground will be fine graded prior to seeding and mulch will be applied according to recommendations from the NRCS. Reservoir side slopes below the anticipated reservoir water level will not be seeded. The proposed seed mix is shown in the following table. Final Reclamation Seed Mix Application Rate (#PLS/acre) % in mix Sideoats Grama (El Reno variety) 2.7 #PLS/ac 30 Western Wheatgrass (Arriba) 4.0 #PLS/ac 40 Green Needlegrass (Lodorm) 2.0 #PLS/ac 20 Blue Grama (Hachita) 0.45 #PLS/ac 5 • iJs'r Consulting, Inr. J-2 Contracting Company DPG Mining Site DRMS 112 Permit Application 1 Switchgrass (Blackwell) Totals 0.5 #PLS/ac 5 9.65 #PLS/ac 100 `Application rate is for drilling the seed. If seed is to be broadcast, the application rate will be doubled. The seed mix for final reclamation as described above does not require fertilizer as recommended by the local NRCS office in Greeley, Colorado. The seeded areas will be covered with dead crop litter from sorghum or milo crop forage, or with straw mulch at a rate of 4,000 pounds per acre. If a significant invasion of noxious weeds occurs after seeding, the weeds will be mowed before they can go to seed. The areas will be mowed periodically for additional control as needed. Mechanical control will be used as a first priority. Chemical methods will only be used if no other alternative produces acceptable results. For temporary stockpiles, the reclamation plan includes re -vegetating with appropriate seed mixes to minimize erosion and establish more rapidly to stabilize the stockpiles. The grass mixture below was selected as recommended by the Greeley NRCS field office. The proposed seed mix is shown in the following table. Temporary Stockpile Seed Mix Application Rate* (#PLS/acre) % in mix Slender wheatgrass Pubescent wheatgrass 3.4 #PLS/ac 44.5 4.2 #PLS/ac 55 Sand dropseed 0.03 #PLS/ac 0.5 Totals 7.63 #PLS/ac 100 * Application rate is for drilling the seed. If seed is to be broadcast, the application rate will be doubled. The seed mix for temporary stockpiles as described above does not require fertilizer as recommended by the local NRCS office in Greeley, Colorado. Water — General Requirement To minimize the effect on the prevailing hydrologic balance, J-2 Contracting Company will: a. Comply with all applicable Colorado water laws. b. Comply with all applicable Federal and State water quality laws and regulations. c. Comply with all Federal and State requirements for dredge and fill. d. Re -grade and backfill all sediment and siltation structures after mining is completed. e. Monitor groundwater levels adjacent to the site and mitigate any damage to adjacent wells that dewatering activities may have. (See Exhibit G) Groundwater — Specific Requirements The operation will not affect groundwater quality on or off the site. The operation will comply with State groundwater quality standards. • iJs'r Consulting, Inr. J-2 Contracting Company DPG Mining Site DRMS 112 Permit Application The mining and reclamation may affect the groundwater table surrounding the mine site. The proposed mitigation efforts to minimize these impacts are recharge ponds or ditches in necessary areas to maintain groundwater levels during the mining, and a perimeter drain if needed to convey groundwater around the lined reservoir after the pit side liner is installed. J-2 Contracting Company proposes that they monitor groundwater levels through both interior (within phases of the mining) and exterior (outside the slurry wall lining) monitoring wells that they have installed, or have access to before, during, and after the mining and reclamation is complete so that impacts to the groundwater table, from this mining operation, can be identified and addressed. It is the intent of J-2 Contracting Company to operate responsibly and to mitigate any damage to wells that is directly attributable to the mining and reclamation of this site. Reclamation — Approximate Time Table The maximum proposed rate of production for the mine is 750,000 tons per year. The total time frame to mine all phases is approximately 30 years. The following table shows the approximate time frame to finish each phase of mining: Mine Phase and Acreage Time Frame to Complete and Reclaim Phase Phase 1 — 24.36 acres 4 years Phase 2 — 19.94 acres 3 years 6 months Phase 3 — 55.69 acres 10 years Phase 4 — 44.33 acres 8 years 5 months Phase 5 — 45.28 acres 7 years and 4 months The assumed annual production rate is 750,000 tons for processed material leaving the mine each year. The size and area of reclamation varies for each phase but generally consists of the outside mining slope being reclaimed at a 3H:1V and 3H:1V slope with the addition of overburden, topsoil, and revegetation. For more information on sequencing and size of the reclamation activities refer to Exhibit L financial warranty calculations. • iJs'r Consulting, Inr. J-2 Contracting Company DPG Mining Site DRMS 112 Permit Application 1 - ,l&T Consulting, Inc. 305 Denver Avenue. Suite D -a' Fort Lupton. CO 8062 303-857-6222 Client: Project: # Sheet No. I of I Job No kr' By: -17-i'Y Date. .')//4--./r-, /I.'-+ = r' ��'. rr r� n— _ �,,1..' V-, - ra ' a- + P-i d -t •-;_L- 4 L. L—. K3 =-Cam '•. `--�V L-. ETC.', i- . Y'^. ' .4 L _, .-,"I-r ! �� j 3r- Y iir c•-••.-Tr-T• 5� I= = n.t 7-E__I p.. -r Cam: '• t k cTTs -r ?r- sri=r a,'}_- ''£ 1 ;�J �'� t�- �? - {-k F `��-1: _i.�a�• �i -.":11--I Ifvf, �.ir �'r'� :7, j.-� ! -E- j / ' J Technical Review Guidelines for Gravel Mining & Water Storage Activities 2.4.4 Grouted Boulders Grouted boulders may be used to stabilize the pitside slope of riverside berms against erosion from overtopping. The geometric configuration of the grouted boulders should conform to the requirements indicated on Figure 2.7 and the USDCM. For berms with a 4H:1V slope, the minimum boulder size shall be 36 inches. For berms with a 2.5H:1V pitside slope, the minimum boulder size shall be 48 inches. Boulders shall meet the specifications listed in the USDCM. 2.4.5 Side Channel Spillway Side channel spillways may be provided between the river and the pit to minimize the potential for failure of the riverside berms. The stabilized spillway allows water to pass between the river and the pit and vice versa. A spillway on the upstream end of the pit and one at the downstream end of the pit will be required unless the pit is small and the differential head between the two ends is 2 feet or less, in which case one spillway will be sufficient. Side channel spillways should prevent the buildup of differential heads greater than 2 feet between the river and water in the pit. Because of the nature of the hydraulic response of the spillways, the differential head cannot be completely eliminated. The objective is to minimize, to the extent possible, the differential head between water in the river and water in the pit when the riverside berms overtop. The elevation of the side -channel spillway crest shall be approximately 1 foot above the 2 -year flood elevation. When the riverside berm length of the gravel pit is less than 1,300 feet (i.e., assuming average slope of the river is 0.001 ft/ft), only one side channel spillway will be required, and it shall be located approximately in the midpoint of the berm. If the length of the berm is greater than 1,300 feet or the differential head between the two ends of the berm is no more than 2 feet, two spillways will be required and will be located along the berm approximately one -fifth of the berm length from the upstream and downstream ends of the berm. When the length of the berm is less than 1,300 feet and the crest of the berm is no higher than one foot above the 2 -year flow elevation, the spillway bottom length shall conform to the following geometric relationship: L, = Ap/12,000 or Ls = 100 feet, whichever is greater. In which Ls = length of the side channel spillway Ap = area of pit measured in square feet at the high water line January 2013 Urban Drainage and Flood Control District Page 17 Technical Review Guidelines for Gravel Mining & Water Storage Activities When the length of the riverside berm is greater than 1,300 feet, two spillways shall be constructed and the bottom length of each spillway shall conform to the following relationship: Ls or Ls = 0.6 Ap/12,000 = 100 feet, whichever is greater. In which: Ls = length of the side channel spillway Ap = area of pit measured in square feet at the high water line Protection with the grouted boulder rundown on the pit side slope may be used to stabilize the spillways. Construction of this type of spillway stabilization must conform to the requirements indicated in Figure 2.8. The riverbank should be stabilized in accordance with the requirements of Section 2.3 —Riverbank Protection. The crest of the spillway will be vegetated and shall have a 10 -foot -wide stabilized maintenance access trail along the entire crest of the spillway. The objective is to provide a smooth, flat driving surface with the ramps between top of berm and spillway bottom being no steeper than 10 percent. Access ramps, if sloped different than the side slopes of the spillway, shall not protrude into the bottom width of the spillway. The pitside rundown slope will be protected using grouted boulders. Grout used for the grouted boulder portion of this structure and installation practices shall be per the USDCM Hydraulic Structures chapter. Concrete may be used to protect spillways through riverside banks. The design of the concrete shall include consideration of all forces which may be encountered including, but not limited to, uplift forces and pore pressures generated by underlying materials. The riverbanks shall be protected in accordance with the requirements of Section 2.3 —Riverbank Protection. Whenever concrete lining is used for the spillways, the geometric configuration of the concrete used to protect the spillway should conform to the dimensions shown on Figure 2.9. Soil cement is also an acceptable form of protection for side channel spillways. The riverbanks should be protected in accordance with the requirements of Section 2.3 —Riverbank Protection. The crest of the riverside berm will be protected with a layer of soil riprap. The layer of soil cement on the spillway crest must be a minimum of 2 feet thick. The pitside slope is to be protected with soil cement placed in horizontal layers not exceeding 8 inches in thickness and between 8 and 12 feet wide. The soil cement should conform to the requirements of Section 2.4.3 —Soil Cement. The geometric configuration of soil cement for stabilizing side channel spillways should conform to the dimensions shown on Figure 2.10. January 2013 Urban Drainage and Flood Control District Page 18 Technical Review Guidelines for Gravel Mining & Water Storage Activities face of lateral berms are to be stabilized and protected using the methods proposed in Section 2.4—Pitside Bank Protection. Riprap, soil riprap, soil cement and grouted boulders are all viable options for reinforcing both Type A and Type B lateral berms. These methodologies are to comply with the requirements of Section 2.4.1—Riprap, 2.4.2 —Soil Riprap, 2.4.3 —Soil Cement and 2.4.4 —Grouted Boulders, respectively. The general geometric characteristics of lateral berm protection will conform to the individual details for the selected method of protection except that the protection needs to extend to bedrock or 3 feet below the pit floor. 2.5.4 Spillway for Type A Lateral Berms A spillway will only be allowed for Type A lateral berm protection. The existing or future arterial road crossing associated with Type B lateral berms renders the spillway approach infeasible. The required length of the spillway for Type A lateral berms along the South Platte River will be determined using the following equation: Ls] = 2,500/H'5 In which, L,1 = length of lateral berm spillway H = height between top of berm and spillway crest 2.6 Berm -Top Width —Riverbank Berms This section specifies the minimum top width for berms located adjacent to the South Platte River and subject to these Guidelines. The top -width requirements are specified to protect the berms from rapid failure during 100 -year floods with overtopping lengths of time of two days duration. Such failure may result in the South Platte River flowing through the adjacent gravel pits causing the thalweg to drop, creating riverbed headcutting, resulting in loss of the river corridor and subsequently damaging property along the river. The berm -top width requirements consider long- term stability and safety along the South Platte River along with emergency equipment access and staging of emergency repair work, regional trails and the need to maintain a suitable Denver Metropolitan river corridor for multiple uses. Localized damages to the berms may result during large floods and may require periodic repair and maintenance. The top widths are broken into two classifications, one for an unprotected river bank and one for protected river banks. Unless otherwise indicated, the requirements of Sections 2.3 —Riverbank Protection and 2.4—Pitside Bank Protection constitute adequate bank protection. January 2013 Urban Drainage and Flood Control District Page 23 Technical Review Guidelines for Gravel Mining & Water Storage Activities The top widths are expressed as the distance between the top of the riverbank slope to the top of the pitside slope. The area between these two tops of slopes should be no steeper than 3 percent and as a minimum have a stand of vegetation that resembles the native vegetation along the site with reasonable closeness. 2.6.1 Existing Unstable Alignment When the river is allowed to maintain an existing unstable alignment, and no bank protection is provided beyond the necessary revegetation, the minimum allowable top width of riverside berms will be 400 feet. This is the maximum setback requirement imposed on gravel mining operators. When the river is maintained in an existing unstable alignment and the riverbank is protected in accordance with the requirements of Section 2.3 —Riverbank Protection, the minimum allowable top width for the riverside berm will be 250 feet. When the river is left in an existing unstable alignment and no riverbank protection is provided, but pitside slope protection is provided in accordance with the requirements of Section 2.4— Pitside Bank Protection, the allowable minimum top width will be 300 feet. When the river is maintained in its existing unstable alignment and protection is provided for both the riverbank and the pitside slope in accordance with Sections 2.3 —Riverbank Protection and 2.4—Pitside Bank Protection, the allowable minimum top width of the riverside berm will be 150 feet. 2.6.2 Master Plan Alignment and Minimum Maintenance Alignment The Master Plan alignment and the minimum maintenance alignment are two cases in which the alignment of the river is predetermined and riverside bank stabilization is provided. The Master Plan alignment is mostly a modification of the existing alignment and is intended to reconcile the geometric requirements, property line constraints and constraints imposed by the existing river alignment. Bank stabilization for the Master Plan alignment and the minimum maintenance alignment will be in accordance with those methodologies presented in Section 2.3 —Riverbank Protection. For the Master Plan alignment, the various acceptable types of bank stabilization are presented in the Master Plan drawings and differ slightly from the requirements specified in Section 2.1 —Types of River Alignment and 2.2—Revegetation of Berms. The principal differentiation is in the required stabilization scheme. When the requirements of the Master Plan alignment or the minimum maintenance alignment are adhered to and, in addition to complying with the requirements for river bank stabilization, the pitside slope of riverside berms are stabilized in accordance with Section 2.4—Pitside Bank January 2013 Urban Drainage and Flood Control District Page 24 Technical Review Guidelines for Gravel Mining & Water Storage Activities Table 2.1 Riverbank Berm -Top Width Area Stabilized None Riverbank Only Alignment 2.1.1 —Existing unstable 2.1.1 —Existing unstable 2.1.2 —Master Plan 2.1.3 —Minimum maintenance Pitside Bank Only 2.1.1 —Existing unstable Riverbank and Pitside Bank 2.1.1 —Existing unstable 2.1.2 —Master Plan 2.1.3 —Minimum maintenance Type of Stabilization None 2.3 —Riverbank Protection 2.3.1—Riprap 2.3.2 —Soil Riprap 2.3.3 —Jetties (Groins) 2.3 —Riverbank Protection 2.3.1—Riprap 2.3.2 —Soil Riprap 2.3.3 —Jetties (Groins) 2.3 —Riverbank Protection 2.3.1—Riprap 2.3.2 —Soil Riprap 2.3.3 —Jetties (Groins) 2.4—Pitside Bank Protection 2.4.1—Riprap 2.4.2 —Soil Riprap 2.4.3 —Soil Cement 2.4.4 —Grouted Boulders 2.4.5 —Side Channel Spillway 2.3 —Riverbank Protection and 2.4—Pitside Bank Protection 2.3 —Riverbank Protection and 2.4—Pitside Bank Protection 2.3 —Riverbank Protection and 2.4—Pitside Bank Protection Minimum Top Width (ft) 400 250 200 200 300 150 100 100 January 2013 Urban Drainage and Flood Control District Page 27 -4635 -F�� /1'f' \ PERMIT _ COUNDARY GRODNo Ts/Oe LEGEND: - 4635 Ll l SLURRY WALL SAN. AND GRAVEL o,\ DEDROGX TYPICAL RECLAMATION SECTION / RESERVOIR 3 41.60 AC 112,TY POLE GAS TANK PROPERTY LI, EXI.ING FENCE LINE EXISTING CAS EINE EXISTING EASEMENT GRAVEL ROAD PROPOSED PERinir R.NDARY PROPOSED SLURRY WALL SEEDING AREA ACCESS ROAD SPILLWAY TYPE (SEE DETAILS SHEET 3 & IOD YR FLOOD, AIN & • MATCHLINE I ! SEE SHEET JET CONSULTING 200 I00 0 200 LOD 600 SCALE R4 FE. 12114 DLD 4.19 B. TPY Sheet: 1D 4 RES'OIR3 bl Illy' It t1 I t\ f i11\ I1` *;1111 J 101 I/ RESERV s =�_ ® � \\ \\\ / I/ II �.c te,ITiII � �6%---':-------111 \\ / j 1vc ,,� � g =—_— ,II %r--- X11 /\\ / mil/ -- l r / -�-, - 1 1/ / // // - /-' ( i �, BOUNDARY LEGEND: Ic STINO G. TANK GAS WELL PAL. 0 EXISTING GAS LINE EXISTING EASEMENT 8. GRAVEL ROAD se, 8 PROPOSED PERM, BOUNDARY PROPOSED SLURRY ALL JURSOCTI0NALWEL!AAND SLEDINO ARE;, SPALWA, TAPE (SEE OFTNLS SHEET 3 AI rs/oB j I I SAND AND GRAVEL �`I SLURRY WALL s\ rl� tl J&T CONSULTING _ BEDROCK }'f4 TYPICAL RECLAMATION SECTION N TS. 208 POD 800 SCALE IN FEET a N! 6 1811, eve 4..19 Sheet: 2 SIDE CHANNEL SPILLWAY EL ROAD NOP , BERM RIVERSIDE VIEW SOP , BERM RIVER'S 'HAMMES, RIVERSIDE SECTION VIEW 18 100'. 155' CONCRETE C E \ SIDE CHANNEL SPILLWAY 100'/ 155' SIDE OHANNiL SPILLWAY PITSIDE VIEW RIPRAP LINED SIDE CHANNEL SPILLWAY S PITSIDE EXTEND RIPRAP TO BEDROCK OR TO 3' BELOW PP B070M EXTEND WRAP nJ BEDROCK OR TO 3' BELOW PIT BCPTOM J&T CONSULTING 1811.1 o. KAD19 SOO TPY Sheet: 3 4 EXTEND RIBRAP TO BEDROCK OR GRAVEL ROAD O 200/ 155' EXTEND DN BELOW vii BOTTOM OR PITSIDE VIEW TO 3' 5 LOW DIT 60,134 EVERD IBRAD TO BEDROCK OF J&T CONSULTING .339 BOO TPY Sheet,DI 4 4 EXHIBIT G Water Information Introduction The DPG Mining site is located in the north 1/2 of section 12, and the southwest 1/4 of northeast corner of section 11, township 5 north, range 65 west of the 6th p.m., and the south 1/2 section of section 1, township 5 north, range 65 west of the 6th p.m., Weld County, Colorado. The proposed mining site is located approximately 2 miles north and 2 miles west of the Town of Kersey, and approximately 2 miles north of State Highway 34. The South Platte River is approximately 600 feet south of the site on the west side of the permit boundary and 200 feet south and east of the site on the east side of the permit boundary. The Cache La Poudre River is adjacent to the north side of the permit boundary. The Weld County Parkway is immediately adjacent to the west side of the permit boundary. The operation will consist of sand and gravel production and will impact the South Platte River and the Cache La Poudre River in the form of depletions due to evaporation and operational losses associated with mining. Mining of the DPG Mining site will last for approximately 30 years. Once reclamation is complete reservoirs will be created with a total surface area of Reservoir 1 being 44.17 acres, Reservoir 2 51.40 acres, Reservoir 3 41.60 acres, and Reservoir 4 42.63 acres. The depth to groundwater ranges from 3 to 10 feet within the permit boundary (measured in MW -1 through MW -9, See the attached piezometer measurements table). The site will be mined down to a depth of 67 to 102 feet thus exposing groundwater to the atmosphere. This exposed groundwater, along with the operational losses associated with the extraction of sand and gravel deposits, will impact the South Platte and Cache La Poudre alluvial aquifer. These impacts will cause river depletions that must be augmented. Groundwater will be exposed during the mining once the mining depths reach an elevation of approximately 4596. To enable dry mining at the DPG Mining site, there will be dewatering trenches around the various phases of the site. These dewatering trenches will change in length throughout mining. The maximum length will occur when one phase is completely mined, but before the reclamation has begun on any given phase. The maximum size of dewatering trench will be 2,300 feet long and 5 feet wide, or 0.26 acres of exposed surface area. This water will be collected in a series of settling ponds totaling 8.5 acres. After sediment has settled from the water it will be pumped into dewatering ditch, which traverses the site, and is discharged into the Cache La Poudre River. As mining progresses, the dewatering trenches and discharge settling pond will shift as various cells are reclaimed. The gravel pit will have a slurry wall liner being constructed as mining commences or prior to mining commencing in Phase 1. Water Requirements Water use at the DPG Mining site will include evaporation from exposed groundwater, dust control of haul roads and stockpiles, and water retained in material removed from the site. Js'r C'nnsul1ing, Inr. Journey Ventures, LLC Journey Ventures Pit DRMS 112 Permit Application Evaporative Loss Evaporative losses are dependent on the exposed water surface area, which may shift throughout the mining operation, but will not exceed the maximum. Exposed surface area at the DPG Mining site will include groundwater exposed in the dewatering trenches and discharge settling pond. The maximum exposed surface area at the site during mining is estimated at 0.38 acres. J-2 Contracting Company plans to keep the site dewatered throughout the life of the mine. Evaporation data was taken from NOAA Technical Report NWS 33, Evaporation Atlas for the 48 Contiguous United States. The annual gross evaporation was determined to be 45 inches for this location. Monthly evaporation percentages are established by guidelines set by the State Engineer's Office. To determine precipitation, data from the National Weather Service for Greeley, CO (053553) (1967-2019) was used. The long-term average precipitation at the DPG Mining site is estimated at 14.20 inches. Effective precipitation is calculated as 70% of the total precipitation. The net evaporation is the difference between gross annual evaporation and effective precipitation. The resulting net evaporation is 2.92 feet. The maximum evaporative loss from the 8.77 acres is 25.61 ac -ft. Operational Loss The average annual production from the DPG Mining site is estimated at 750,000 tons. Using 4% moisture content, the total associated consumptive use for water retained in the material mined is 22.07 ac -ft. Dust control use is 10,000 gal/day, 6 days/week, 4 weeks/month for 10 months of the year. This equates to 7.4 ac -ft. Maximum annual operational loss is estimated to be 29.47 ac -ft for Phase 1 Consumptive Use The maximum annual consumptive use at this site during the mining operation is estimated to be 55.08 ac -ft for Phase 1. Replacement Water The replacement of consumptive uses at the site is will be accounted for in a substitute water supply plan (SWSP) approved by the State Engineer. The SWSP will be obtained prior to any mining activities occurring that expose groundwater. Surrounding Water Rights The attached Figure G-1 shows the permitted wells within 600 feet of the mining limits. The well information and locations were obtained from the Division of Water Resources online mapping well permit locator. This well and water rights information was cross checked with the State's CDSS. Between the sources, all permitted and decreed wells are included. Table G-1 below is a corresponding list of wells as numbered in Figure G-1. Js'r C'nnsul1ing, Inr. Journey Ventures, LLC Journey Ventures Pit DRMS 112 Permit Application Table G-1 - Permitted and Decreed Wells Within 600 Feet of Mining Limits Map Permit Structure Zip ID No ID Well Name Owner Address City State Code 1 102669-A W C Mathews 3791 E 18tH Street Greeley CO 80631 2 118187-A Weld County P.O. Box 758 Greeley CO 80631 3 76222-F Weld County P.O. Box 758 Greeley CO 80631 At the time of SWSP application/approval, a new gravel pit well permit will be applied for/obtained to include the evaporative and operational losses from the property. If the proposed use of groundwater at the DPG Mining site results in material injury to surrounding wells, J-2 Contracting Company will ensure that all necessary measures are taken to address the issues. Water Quality An NPDES permit will be obtained from the Water Quality Control Division at the Colorado Department of Public Health & Environment for the DPG Mining site prior to discharging any groundwater that is dewatered from the site. This permit will be kept current and amended as necessary to ensure that any water discharged from the site will meet the permitted water quality standards. Impacts to Groundwater/Hydrologic Balance J-2 Contracting Company will monitor the groundwater levels surrounding the site and provide groundwater recharge if necessary via perimeter ditches/ponds. J-2 Contracting Company will construct these ditches/ponds in the locations where direct discharge to an existing adjacent irrigation lateral is not available to ensure that stabilized groundwater levels are maintained. They will discharge dewatering flows into existing adjacent irrigation laterals where possible to limit the disturbance to the surrounding land. Slurry wall liners are proposed around the individual phases and will likely be installed either shortly after mining has begun or prior to mining starting. The only phase that mining may start prior to the slurry wall installation being completed is Phase 1. To summarize the mitigation process, as each phase of mining/dewatering occurs it will draw down the surrounding groundwater level to some extent. J-2 Contracting Company will monitor the groundwater levels adjacent to mine as each phase progresses. If groundwater levels drop to a level that prevents an adjacent well from performing acceptably, according to that well's owner, J-2 Contracting Company will either implement a groundwater recharge ditch/pond near the well in order to raise the groundwater level in the vicinity of the well and hence return it's operation to acceptable standards, or will negotiate an agreement with that well owner to replace the well or provide replacement water via other means until the mining and reclamation activities are concluded. Groundwater wells that are not owned by J-2 Contracting Company (Figure G-1) are potentially located within 600 feet of the mining limits. The exact physical location of these wells will be determined during the SWSP and well permit application processes. If wells are found to be within 600 feet of the mining limits, J-2 Contracting Company will either obtain a well waiver from the owner of the well, or provide an agreement with the well owner that J-2 Contracting C'nnsul1ing, Inr. Journey Ventures, LLC Journey Ventures Pit DRMS 112 Permit Application Company will mitigate and material damage to the well that is directly attributable to the mining and reclamation of the site. All other wells within 600 feet of the mining limits are either owned by J-2 Contracting Company, or are monitoring wells therefore groundwater impacts to these wells do not need to be addressed. See the attached Piezometer Location Map, and Piezometer Data Summary, which show the locations of monitoring wells around the perimeter of the site that J-2 Contracting Company has either installed or has access to, and the groundwater level data that has been collected for each well. C'nnsul1ing, Inr. Journey Ventures, LLC Journey Ventures Pit DRMS 112 Permit Application EXHIBIT H Wildlife Information The project area was surveyed for general wildlife habitat by Ecological Resource Consultants (ERC). The Screening Report for Federal and State Listed Threatened and Endangered Species from ERC is attached which describes the wildlife habitat present on the site and the common species that may be found in the habitat area. ERC conducted this screening for federal and state threatened, endangered and species of concern for the approximately 265 -acre survey area. The following provides key items identified as part of the report: 1. Four primary vegetation communities exist within the survey area and are comprised of Cultivated Cropland, Upland Grassland Ruderal Herbaceous vegetation, Western Cattail Marsh, and Western Great Plains Riparian Woodland, Shrubland and Herbaceous vegetation (Comer et al. 2003). 2. Generally, there are features on the survey area and the surrounding area that provide general habitat for local songbirds, raptors, waterfowl, amphibians, reptiles, aquatic invertebrate and small to midsize mammals. However, the majority of the habitat on survey area (75%) is classified as Cultivated Cropland and Upland Grassland Ruderal Herbaceous vegetation which is somewhat degraded from a wildlife perspective by historic and current land use practices. Within the survey area, the Western Great Plains Riparian Woodland, Shrubland, and Herbaceous and Western Cattail Marsh vegetation communities occupy a smaller percentage of the survey area (24%) but provides a variety of important wildlife values. 3. Based upon literature review and field evaluation of the Survey area, ERC has determined that some migratory birds likely utilize the Survey area. These birds are protected under the MBTA, and killing or possession of these birds is prohibited. Generally, the active nesting season for most migratory birds in this region of Colorado occurs between April 1 and August 31. Any future land use changes that may occur on Survey area that remove vegetation during the active nesting season should first ensure that active nests are not disturbed. 4. Raptor nest sites are further protected by the CPW. The CPW has established recommended buffer zones and seasonal activity restrictions for a variety of Colorado raptors. One active red-tailed hawk nest was observed during the field investigation and no CPW mapped buffer zones are located within the survey area. In accordance with CPW guidelines no new disturbance should occur within 1/3 -mile of the active red-tailed hawk nest between February 15 and June 15 or until the young have fledged. Once the nest becomes inactive surface occupancy may resume within the 1/3 -mile buffer and vegetation occupied by the inactive nest may be removed. According to the USFWS Region 6 Migratory Bird Conservation Actions for Projects to Reduce the Risk of Take during the Nesting Season, an active nest survey should be performed "no more than 7- 10 days prior to when work actually begins on the project site" to determine the presence and activity status of nests protected by the MBTA. If work for the project must begin prior to the nest becoming inactive within the 1/3 -mile buffer, further agency coordination would be required. 5. Federally listed threatened and endangered species and/or habitat protected under the ESA were evaluated for the survey area. The survey area is within the occurrence range of Preble's meadow jumping mouse (Zapus hudsonius preblei) (PMJM). The PMJM is Js'r C'nnsul1ing, Inr. Journey Ventures, LLC Journey Ventures Pit DRMS 112 Permit Application listed as federally threatened under the ESA. The well -developed Western Great Plains Riparian Woodland, Shrubland and Herbaceous habitat along the Cache la Poudre River or South Platte River, within the northern and eastern portion of the survey area are considered potentially suitable habitat for this species. No PMJM individuals were observed on or surrounding the survey area. The majority of the survey area (south, east, and west) is comprised of cultivated cropland (mowed)/ruderal herbaceous vegetation thus does not provide habitat suitable for this species. The sections of suitable habitat are not continuous throughout the survey area with sections of the river banks too incised to support the structural habitat layers associated with PMJM habitat. The project proposes that a 100 to 140 -foot -buffer be maintained between the Cache la Poudre River and the boundary of the impact area which does preserve much of the potential PMJM habitat. No PMJM populations are known to occur within the area. The nearest known population is approximately 10 miles southwest of the survey area along the South Platte River near the town of Milliken, Colorado. Activities associated with the project may result in loss of potential PMJM habitat. The proposed project and any future land use changes may affect potential habitat of this species however is not likely to adversely affect this species. The proposed project and any future land use changes may affect, not likely to adversely affect this species. 6. Any future project which may be water related or determined to be a water depletion to the South Platte River Basin may potentially be considered an adverse effect to water depletion species. The survey area does not contain the specific habitat characteristics necessary to support the species affected by depletions to the South Platte River. The species do not occur within the survey area therefore the proposed project and any future land use change will not directly adversely affect the continued existence or available habitat of the species. It is assumed herein that proper augmentation plans are in place and the project will not result in a water depletion and therefore not be considered an adverse effect to these species. Furthermore, it is assumed that no federal nexus would be required and therefore, South Platte River Basin depletion species are not concerned. Based on these assumptions and our current understanding of the project, no adverse effect is likely to occur to these species. 7. Upon review of species identified as State endangered or threatened, protected by the CPW under Colorado Statute Title 33, no species are potentially present within the survey area. No individuals or habitat for state listed threatened and endangered species would be impacted by any future land use changes. The Screening Report for Federal and State Listed Threatened and Endangered Species prepared by Ecological Resource Consultants, Inc. includes the following recommendations regarding migratory birds and raptor nest sites in the survey area: a. Any future land use changes that occur in the survey area that remove vegetation during the active nesting season for most migratory birds in this region of Colorado (April 1 — August 31) should first ensure that active nests are not disturbed. b. In accordance with CPW guidelines, no new disturbance should occur within 1/3 mile of the active red-tailed hawk nest between February 15 and June 15, or until the young have fledged. Once the nest becomes inactive, surface occupancy may resume within the 1/3 -mile buffer and vegetation occupied by the inactive nest may be removed. Js'r C'nnsul1ing, Inr. Journey Ventures, LLC Journey Ventures Pit DRMS 112 Permit Application c. According to the USFWS Region 6 Migratory Bird Conservation Actions for Projects to Reduce the Risk of Take during the Nesting Season, an active nest survey should be performed "no more than 7-10 days prior to when work actually begins on the project site" to determine the presence and activity status of nests protected by the MBTA. If work for the project must begin prior to the nest becoming inactive within the 1/3 -mile buffer, further agency coordination would be required. Attached is ERC's Screening Report for Federal and State Listed Threatened and Endangered Species. Js'r C'nnsul1ing, Inr. Journey Ventures, LLC Journey Ventures Pit DRMS 112 Permit Application EXHIBIT J Vegetation Information The project site was surveyed for both general vegetation and for the presence of possible wetland areas by Ecological Resource Consultants (ERC). The site is currently agricultural crop and pasture land. ERC's wetland delineation report is attached which includes descriptions of the general vegetation found on the site and wetlands found in the area. Note that jurisdictional wetlands were found on the site. J-2 Contracting Company will not be mining in the areas of the existing irrigation ditches (Patterson/Delta Irrigation Ditch) or areas where there are jurisdictional wetlands. Js'r Consulting, Inr. J-2 Contracting Company DPG Pit DRMS 112 Permit Application EXHIBIT L Reclamation Cost A phased and cumulative bonding approach is proposed for the DPG Mining site operation. The financial warranty required for each phase is the warranty required to completely reclaim that phase. The financial warranty required for each phase of mining includes a cost component for the slurry wall liner required to close the current mined area should project be stopped and the operator defaulted. Because the slurry wall liner required to close the current mined area for each phase of mining is replaced with a new slurry wall liner required to close the current mined area component as the next phase of mining occurs, the financial warranty required for this component for the previous phase is credited back in each phase's required financial warranty calculation. This accurately calculates the additional financial warranty required for any given phase of mining and for the current limit of disturbance as well as accounting for the financial warranty that has already been posted to ensure that the Division has sufficient cumulative financial warranty to complete the reclamation. Direct costs related to the construction of the reclamation components that have been included in the financial warranty calculations include: Scarifying disturbed ground surfaces, re -applying topsoil over disturbed areas, revegetating disturbed areas, dewatering the full pit, slurry wall liner construction, and contractor mobilization. The slurry wall liner construction costs have been broken down further to include costs for different depths to bedrock as provided from the DRMS on previous 112 applications. Overhead, profit, and project management costs were then calculated and added to the direct construction costs to arrive at the required financial warranty for each phase. As each new phase is started, the financial warranty for that phase will be posted with the Division. When a phase has been reclaimed, inspected, and accepted by the Division, the associated financial warranty for that phase can then be reduced/released to 20% of the financial warranty required for that phase. Please see the attached calculations for details of the costs and quantities used to determine the financial warranty required for each phase of mining. We have calculated the slurry wall costs for the bonding of Phase 1, however J-2 Contracting Company is proposing to have DPG Farms, LLC pledge their Patterson Ditch shares to the mine permit for use in augmenting for the groundwater depletions should the slurry wall not get installed for Phase 1. In addition to the shares an additional $150,000 is proposed to be bonded for to cover the administration costs (water rights engineering and attorney fees) for changing the shares to augmentation uses from irrigation through the Division of Water Resources and Colorado Water Court. If this is acceptable DPG Farms, LLC will provide an affidavit for approval from the Division of Water Resources dedicating the Patterson Ditch shares to the mine. This combination of water shares and bonding will only be valid for Phase 1 of the mining. Additional Phases will require bonding for the slurry wall construction and water shares will be turned back over to DPG Farms, LLC once approval of the slurry wall for Phase 1 has been provided to the DRMS. Consulting, Inr. J-2 Contracting Company DPG Pit DRMS 112 Permit Application The following table summarizes the financial warranty required for each phase, and the cumulative financial warranty that will be provided during any given phase. Reclamation Cost Summary Phase Additional Financial Warranty Required Cumulative Financial Warranty 1 $800,607 $800,607 2 $2,036,825 $2,837,432 3 $3,832,461 $6,669,893 4 $5,915,835 $12,585,728 5 $3,251,421 $15,837,150 Consulting, Inr. J-2 Contracting Company DPG Pit DRMS 112 Permit Application Cal JET Consulting, Inc. Reclamation Bond Quantities and Costs © 2019 joT Consulting, Inc. J-2 Contracting Company DPG Pit 8/26/2019 18114 DPG Pit Rec Bond Calcs Summary of Unit Costs Direct costs Re -applying topsoil 12" thick Revegetating disturbed area Dewatering full pit Phase 1 Slurry Wall Cost (0-50 ft @ $3/ft - 51-70 ft @ $4/ft - 71-95 ft @ $13/ft) Phase 2 Slurry Wall Cost (0-50 ft @ $3/ft - 51-70 ft @ $4/ft - 71-95 ft @ $13/ft) Phase 3 Slurry Wall Cost (0-50 ft @ $3/ft - 51-70 ft @ $4/ft - 71-95 ft @ $13/ft) Phase 4 Slurry Wall Cost (0-50 ft @ $3/ft - 51-70 ft @ $4/ft - 71-95 ft @ $13/ft) Phase 5 Slurry Wall Cost (0-50 ft @ $3/ft - 51-70 ft @ $4/ft - 71-95 ft @ $13/ft) Scarifying Ground Mobilization Overhead and Profit Costs Liability insurance Performance bond Profit Project Management Engineering and bidding Management and administration $1,800.00 / acre $1,000.00 / acre $400.00 / million gallons $360.00 / linear foot $425.00 / linear foot $360.00 / linear foot $542.00 / linear foot $190.00 / linear foot $200 / acre $2,500 lump sum 1.55% of direct cost 1.05% of direct cost 10.00% of direct cost Total Overhead Cost 12.60% of direct cost 4.25% of direct cost 5.00% of direct cost Total Additional Cost 9.25% of direct cost Cal JET Consulting, Inc. Reclamation Bond Quantities and Costs © 2019 joT Consulting, Inc. J-2 Contracting Company DPG Pit 8/26/2019 18114 DPG Pit Rec Bond Calcs Phase 1 - 24.6 acres (Mining Limits) Reclamation Operation Slurry Wall for Phase 1 Scarifying - Topsoil/OB Stockpile, Access Road, Plant Site Areas, Loadout Area, Scale, Settling Ponds Topsoil Placement - Topsoil/OB Stockpile, Access Road, Plant Site Areas, Loadout Area, Scale, Settling Ponds Revegetate - Topsoil/OB Stockpile, Access Road, Plant Site Areas, Loadout Area, Scale, Settling Ponds Removal of Soil from Sediment Ponds and Removal of Berms for Sediment Ponds Removal of foundations for Scale House and Scale Riprap Spillway Construction for Phase 1 Mobilization Quantity Unit Unit Cost Cost 4,259 92.55 92.55 92.55 16,000 50 3,309 1.0 If ac ac ac cy cy cy Is $ 360.00 $ 200 $ 1,800 $ 1,000 $ 2.00 $ 200.00 $ 54.00 $ 2,500 $ 1,533,240 $ 18,510 $ 166,590 $ 92,550 $ 32,000 $ 10,000 $ 178,668 $ 2,500 Remove Slurry Wall Cost from Bond because DPG Farms, LLC dedication of Patterson Ditch Shares Administration Costs DPG Farms, LLC dedication of Patterson Ditch Shares to Change to Augmentation Subtotal Direct Cost $ 2,034,058 1 Is $ (1,533,240) $ (1,533,240) 1 Is $ 150,000 $ 150,000 Total Direct Cost $ 650,818 Overhead and Profit Cost (12.60%) $ 82,003 Contract Cost $ 732,821 Project Management (9.25%) $ 67,786 Total Required Financial Warranty For Phase 1 $ 800,607 Cal JET Consulting, Inc. Reclamation Bond Quantities and Costs © 2019 joT Consulting, Inc. J-2 Contracting Company DPG Pit 8/26/2019 18114 DPG Pit Rec Bond Calcs Phase 2 - 19.94 acres (Mining Limits) Reclamation Operation Slurry Wall for Phase 2 Scarifying - Disturbed Areas - Phase 2 Mining Limits and to Permit Boundary Topsoil Placement - Disturbed Areas - Phase 2 Mining Limits and to Permit Boundary Revegetate - Disturbed Areas - Phase 2 Mining Limits and to Permit Boundary Riprap Spillway Construction for Phase 2 Dewatering of Pit for Phase 2 Mobilization Quantity Unit Unit Cost Cost 3,021 24.08 24.08 24.08 3,116 322.00 1.0 If ac ac ac cy mg Is $ 425.00 $ 200 $ 1,800 $ 1,000 $ 54.00 $ 400 $ 2,500 Total Direct Cost $ 1,655,747 $ 1,283,925 $ 4,816 $ 43,344 $ 24,080 $ 168,282 $ 128,800 $ 2,500 Overhead and Profit Cost (12.60%) $ 208,624 Contract Cost $ 1,864,371 Project Management (9.25%) $ 172,454 Additional Financial Warranty Required For Phases 2 Cummulative Financial Warranty Required For Phase 1-2 $ 2,036,825 $ 2,837,432 Phase 3 - 55.69acres (Mining Limits) Reclamation Operation Slurry Wall for Phase 3 Scarifying - Disturbed Areas - Phase 3 Mining Limits outside stockpile processing area to permit boundary Topsoil Placement - Disturbed Areas - Phase 3 Mining Limits outside stockpile processing area to permit boundary Revegetate - Disturbed Areas - Phase 3 Mining Limits outside stockpile processing area to permit boundary Riprap Spillway Construction for Phase 3 Dewatering of Pit for Phase 3 Mobilization Quantity Unit Unit Cost Cost 5,546 48.70 48.70 48.70 10,857 960.00 1.0 If ac ac ac cy mg Is 360.00 200 1,800 1,000 54.00 400 2,500 1,996,560 9,740 87,660 48,700 586,269 384,000 2,500 3,115,429 Total Direct Cost Overhead and Profit Cost (12.60%) $ 392,544 Contract Cost $ 3,507,973 Project Management (9.25%) $ 324,488 Additional Financial Warranty Required For Phase 3 Cummulative Financial Warranty Required For Phase 1-3 $ 3,832,461 $ 6,669,893 Cal JET Consulting, Inc. Reclamation Bond Quantities and Costs © 2019 joT Consulting, Inc. Phase 4 - 44.1 acres (Mining Limits) J-2 Contracting Company DPG Pit 8/26/2019 18114 DPG Pit Rec Bond Calcs Reclamation Operation Quantity Unit Unit Cost Cost Slurry Wall for Phase 4 Scarifying - Disturbed Areas - Phase 4 Mining Limits outside stockpile processing area to permit boundary Topsoil Placement - Disturbed Areas - Phase 4 Mining Limits outside stockpile processing area to permit boundary Revegetate - Disturbed Areas - Phase 4 Mining Limits outside stockpile processing area to permit boundary Riprap Spillway Construction for Phase 4 Dewatering of Pit for Phase 4 Mobilization 5,917 If 40.43 ac 40.43 ac 40.43 ac 21,389 cy 808.00 mg 1.0 Is $ 542.00 $ 200 $ 1,800 1,000 54.00 400 2,500 $ 3,207,014 $ 8,086 $ 72,774 40,430 1,155,012 323,200 2,500 4,809,016 Total Direct Cost Overhead and Profit Cost (12.60%) $ 605,936 Contract Cost $ 5,414,952 Project Management (9.25%) $ 500,883 Additional Financial Warranty Required For Phase 4 Cummulative Financial Warranty Required For Phase 1-4 $ 5,915,835 $ 12,585,728 Phase 5 - 45.4 acres (Mining Limits) Reclamation Operation Quantity Unit Unit Cost Cost Slurry Wall for Phase 5 Scarifying - Disturbed Areas - Phase 5 Mining Limits outside stockpile processing area to permit boundary Topsoil Placement - Disturbed Areas - Phase 5 Mining Limits outside stockpile processing area to permit boundary Revegetate - Disturbed Areas - Phase 5 Mining Limits outside stockpile processing area to permit boundary Riprap Spillway Construction for Phase 5 Dewatering of Pit for Phase 5 Mobilization 4,039 If 33.76 ac 33.76 ac 33.76 ac 27,739 cy 685.00 mg 1.0 Is $ 190.00 $ 200 $ 1,800 1,000 54.00 400 2,500 $ 767,410 $ 6,752 $ 60,768 33,760 1,497,909 274,000 2,500 2,643,099 Total Direct Cost Overhead and Profit Cost (12.60%) $ 333,030 Contract Cost $ 2,976,129 Project Management (9.25%) $ 275,292 Additional Financial Warranty Required For Phase 5 Cummulative Financial Warranty Required For Phase 1-5 $ 3,251,421 $15,837,150 / AREA II - -- III �P� ND / - \ 14 j G RECHARGE PD /�� I / / / ` \ L DPc P E EtE � PROCESS WATER ,1 / z� I I D G SETRE / AND RECHARGE POND \ ' {r I t / / P CORE z J AREA = 19.57 AC i /L71" �-1'f II ' I I II -/ ':-=----:-..-.1! 2.1.N_, ...± —/ — • I c4 f — • I '4.i / � \ S-.% �,I /i/1,.. 2 �- PHASE 7 ---7-- AREA // L01 I ��/ AREA = 27.15 AC �/ I I I/ PHASE 2 1� 1 s-:-..:-....=- ;„0,7-- /I I I w I / RECLAMATION /I/ AREA = 24.08 AC • 1 — — — — — — — ' ///„.-0-1..•:-;:"........• PHASE 4 PORTION `I, / I ill /, 1``----- /�i--..4—iOF THIS AREA = 9.85 AC `'�L I. 1 I.°, II/ »��»��»i/��I STOCKPILE/PROCESSING/BATCH PLANT / I / ACCESS ROAD I I _ - / _ - / \s-/ / 1'I PHASES Ills /IECLAMATION r r r moral r r r �t CaNCRETE/AEPBALi --------- \\ DPG �,. - r' FRESHWATER II. I If�^ PHASE 3 PORTION i : OF THIS AREA = 23.67 AC i I AND SCALE HOUSE AREA = 1.93 AC I/i• /;• /. fJ atj f i o AXCA = OVERBURDEN PHASE 3 RECLAMATION AREA = 38.30 AC 4'0 I TRUCKSCALE HOUSE <SCA E /, / /,i / PHASE3 ': / / - RECLAMATION •N. //,,./. / AREA `� // / --- _ / ----- / 7 I 33.60 AC TOPSPOIL LOADOUT / �' // ,PORTABLE BA AREA ACT / . // O -Y' S/ TORAG L� I AREA =10.40 AC -T- % \y'� / �� /ce ♦ ,.` , , .7,�• �.' 'I -�, ♦ ' PHASE 5 �1/ .� RECLAMATION / PRO AREA = 32.14,_8;,;f,7./.) PROCESS WATER DITCH 9i♦''f /� ./ / 4i/ /i / SOUTH PLATIE RIVE / — / / - PHASE 4 RECLAMATION AREA = 40.43 AC/ / \t1' / 1\t / `1A ss / S LEGEND: LOf IL, ROLE 5AS TANK BELL PROPER7Y LINE 7XIST.ND SAS L NE EXIST. EASEMENT CRAB, ROAD ?RCP° ED PERI, BOUNDARY oROPORTD SLURRYWALL HIRING PHASEUVIT O - — — CONCRET E E CCA AREA RC. 250 '25 0 250 500 750 SCALE IN FM" J&T CONSULTING 13114 BILIO TPY LCT Sheer. 10 EXHIBIT M Other Permits and Licenses J-2 Contracting Company will apply for and obtain the following permits and/or notices prior to commencement of any mining or mining -related activities that would require the permit or notice to be obtained at the DPG Mining site: Colorado Office of the State Engineer ■ Well Permit (Prior to exposing groundwater) ■ Substitute Water Supply Plan (Prior to exposing groundwater) ■ Leak Test Approval for Slurry Wall Liner(s) (after construction of slurry wall(s)) Colorado Department of Public Health and Environment ■ Air Pollution Emission Notice ■ Colorado Discharge Permit System Weld County ■ Use By Special Review Permit Js'r Consulting, Inr. J-2 Contracting Company DPG Pit DRMS 112 Permit Application EXHIBIT S Permanent Man -Made Structures within 200 Ft of the Affected Land 1. Power Lines/Poles 2. Phone Lines/Poles 3. Oil and Gas Lines 4. Fences/Structures 5. Improved Roads 6. Irrigation Channels/Ditches/Pipelines J-2 Contracting Company believes that the mining operation, as proposed, will not adversely affect any of the permanent, man-made structures located within 200 ft of the affected area. However, the applicant still anticipates providing evidence of agreements for compensation with the appropriate structure owners or an engineering evaluation (see attached slope stability report) that adequately demonstrates that the proposed mining and reclamation operations will not result in damage to the structures. There are oil/gas wells and processing equipment located on the site or within 200 feet of the mining limits. J-2 Contracting Company is actively in negotiations with Noble Energy and Extraction Energy to develop a surface use agreement as required to address access, oil/gas exploration, or oil/gas extraction activities as those two companies are the only oil/gas lessees that will be affected by the mining. The list of structure owners and structures are as follows (please refer to the mining plan maps for the specific locations): DPG Farms, LLC Homesite, buildings, shed, fence, irrigation ditch, recharge pond, pump house, hunting Blind Calven Goza Fence, building, house Catherine Roadifer Fence, concrete ditch Centurylink Telephone utility lines Delta Irrigation Company Irrigation ditches, diversion structures Extraction Oil & Gas Oil/Gas well abandoned Geisert 4-12 and 5-12, utility pipelines Consulting, Inr. J-2 Contracting Company DPG Pit DRMS 112 Permit Application Mathews Family Fence Noble Energy Oil/Gas wells DPG F 1-15H5, DPG F 12-1H5, DPG 1-16H5, DPG F 1-23, Loustalet 1, DPG 12-28, DPG 12-18, DPG F 12-29, DPG 12-27, DPG F 12-17, Geisert 5-12, Yaklich- PM-F 12-3, Yaklich DPG 12-18, Yaklich F12-6, oil/gas utility pipeline, tank Noble Midstream Oil/gas utility pipelines, pipeline easements Weld County Roads, Right-of-ways, concrete ditch X-cel Energy Power lines and poles DCP Midstream Utility pipeline easements Consulting, Inr. J-2 Contracting Company DPG Pit DRMS 112 Permit Application SLOPE STABILITY REPORT FOR THE DPG PIT WELD COUNTY, COLORADO MAY 2019 REVISED AUGUST 2019 PREPARED FOR: r J-2 Contracting Co. 105 Coronado Ut_ Unit A-101 Fort Collins, CO 80525 Phone: 970-392-0694 Fax: 970-392-0693 PREPARED BY: J&T Consulting, Inc. 305 DENVER AVENUE - SUITE D FORT LUPTON, CO 80621 PHONE: 303-857-6222 FAX: 303-857-6224 CERTIFICATION: I hereby certify this slope stability analysis for J-2 Contracting Company, the DPG Pit, located in Weld County, Colorado was prepared by me or under my direct supervision. 8.15.19 James C. York Registered Professional Engineer State of Colorado No. 36846 J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis Page i Table of Contents I. Introduction II. Overview III. Geotechnical Data IV. Design Analysis and Criteria V. Methodology VI. Slope Stability Results VII. Conclusions and Recommendations Appendices Appendix A Slope Stability Case Location Map Appendix B Slope Stability Case Cross -Sections Appendix C Slope Stability Case Galena Output Appendix D Geotechnical Investigation Report Appendix E USGS Map, Oct. 2002 revision — "Peak Acceleration (%g) with a 2% Probability of Exceedance in 50 yrs" V" iii' J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis Page ii INTRODUCTION J-2 Contracting Company proposes to mine the property located in the South half of the Southwest quarter of Section 1, South half of the Southeast quarter of Section 1, North half of Section 12, and East half of the Southeast quarter of Section 11, Township 5 North, Range 65 West, Sixth P.M. in Weld County, Colorado. The property is bounded by the South Platte River on the south and east, Weld County Parkway on the west, and Cache la Poudre River on the north. The proposed mining operation will extract gravel reserves from locations adjacent to man-made structures. The rules and regulations of the Division of Reclamation, Mining, and Safety (DRMS) require that any mining within a 200 foot setback of a man-made structure show thorough engineering analysis that the proposed mining will not cause damage. The accepted method of demonstrating this is through a slope stability analysis. This report contains an overview of the methodology used in the analysis of the mining slopes and their estimated affects on all man-made structures. Recommendations regarding acceptable setbacks from man-made structures have also been included. OVERVIEW The DRMS mining plan proposes that the property will be mined in 4 pits. The mining will occur at 3H:1V slopes. Concurrent reclamation is planned such that the reclamation embankment will be constructed as the mining progresses. The reservoir will cover an estimated 172 surface acres when full. Actual surface area will depend on the final configuration of the reservoir after reclamation is complete. GEOTECHNICAL DATA Preliminary geotechnical investigations have been performed by Cesare, Inc. J&T Consulting, Inc. (JT) estimated soil strength parameters based on the information from the geotechnical investigation and other stability analyses that have been performed on gravel mining operations along the Front Range. Table 1, on the following page, represents a summary of the soil strength parameters that were used in this stability analysis. J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis Page 1 Table 1 - Soil Properties Description Max dry density (pcf) Saturated Density (pcf) Cohesion (psf) Internal Friction Angle Overburden 110 131 150 22 Sand and Gravel 110 125 0 35 Clay 107 130 50 24 Weathered Bedrock 125 141 100 18 Stable Bedrock 125 141 2000 20 Slurry Wall 100 110 0 45 DESIGN ANALYSIS AND CRITERIA The proposed mining slopes were analyzed using Clover Technologies Galena Slope Stability Analysis System, version 7.1. Galena was designed to analyze the slope stability of earth embankments subjected to several critical situations that may occur during the life of the embankment. For this project, eleven cases were identified as critical during the mining operation. Static and pseudo -static conditions were analyzed in each case. Pseudo -static peak acceleration factors (peak horizontal acceleration, or PHA) were taken from USGS information for the western United States. The 2% probability of exceedance in 50 years (the most conservative) was used. A peak acceleration factor of 0.10 x gravity was taken from this data. A conservative earthquake loading coefficient of 0.50 x PHA is often used for slope stability analyses (50% of PHA). We used an even more conservative approach and used 70% of the PHA for this area for our earthquake loading coefficient. Hence, 0.70 x 0.10 = 0.07. All mining side slopes will be 3H:1V. Case 1 — Wetland West of Reservoir 1. The mining operation is adjacent to a wetland near the west property line of the site. The proposed setback for mining is 65 feet from the east boundary of the wetland. The mining depth was assumed to be 90 feet in this area based on bore log information in the geotechnical report. Case 2 — Cache La Poudre River. The mining operation is adjacent to the Cache la Poudre River on the north side of the mining site. The mining depth was assumed to be 80 feet in this area based on bore log information in the geotechnical report. The minimum mining setback was set 150 feet from the river bank. Case 3 — Cache La Poudre River. The mining operation is adjacent to the Cache la Poudre River on the north side of the mining site. The mining depth was J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis Page 2 assumed to be 60 feet in this area based on bore log information in the geotechnical report. The minimum mining setback was set 150 feet from the river bank. Case 4 — Gas Line Easement. The mining operation is adjacent to a pipeline easement along the East of the mining site. The mining depth was assumed to be 85 feet in this area based on bore log information in the geotechnical report. The proposed mining setback was set 50 feet from the pipeline easement. Case 5 — Gas Line Easement. The mining operation is adjacent to a pipeline easement along the East side of the mining site. The mining depth was assumed to be 100 feet in this area based on bore log information in the geotechnical report. The proposed mining setback was set 50 feet from the pipeline easement. Case 6 — Weld County Parkway Right -of -Way. The mining operation is adjacent to the Weld County Parkway right-of-way to the west. The mining depth was assumed to be 80 feet in this area based on bore log information in the geotechnical reports. The proposed mining setback was set 65 feet from the right-of-way. Case 7 — Irrigation Ditch & Gas Line Easement. The mining operation is adjacent to an irrigation ditch and two pipeline easements along the East side of the pit. The mining depth was assumed to be 60 feet in this area based on bore log information in the geotechnical reports. The proposed mining setback was set 50 feet from the irrigation ditch. Case 8 — Irrigation Ditch & Gas Line Easement. The mining operation is adjacent to an irrigation ditch and pipeline easement along the South side of the pit. The mining depth was assumed to be 75 feet in this area based on bore log information in the geotechnical reports. The proposed mining setback was set 50 feet from the irrigation ditch. Case 9 — Power Line. The mining operation is adjacent to an overhead electric line along the South side of the pit. The mining depth was assumed to be 100 feet in this area based on bore log information in the geotechnical reports. The proposed mining setback was set 60 feet from the power line. Case 10 — Irrigation Ditch. The mining operation is adjacent to an irrigation ditch along the South side of the pit. The mining depth was assumed to be 100 feet in this area based on bore log information in the geotechnical reports. The proposed mining setback was set 60 feet from the ditch. Case 11 — Gas Line Easement. The mining operation is adjacent to a pipeline easement along the South side of the pit. The mining depth was assumed to be 90 feet in this area based on bore log information in the geotechnical reports. The proposed mining setback was set 60 feet from the pipeline easement. J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis Page 3 The cross -sections located in Appendix B show the estimated phreatic surface associated with each case as well as the geometry used in the mining. METHODOLOGY The mining embankment configuration shown in the computer analysis represents the estimated conditions for this site. If mining conditions differ from the estimated conditions, the slope stability will need to be re-evaluated on a case by case basis. The Bishop Method was used in the computer analysis for determining safety factors. The procedure searches for circular shear failures and automatically searches for the lowest safety factor. 20,000 separate failure surfaces were analyzed for each case. The required minimum safety factors are based on the policy of the Mined Land Reclamation Board (MLRD) for Factors of Safety for Slope Stability/ Geotechnical Analyses. SLOPE STABILITY RESULTS The MLRB requires minimum safety factors of 1.50 for static condition analyses and 1.30 for pseudo -static (earthquake loading) condition analyses for embankments adjacent to critical structures. The calculated factors of safety are within the design criteria specified for this project and can be considered indicators of the mining slope performance under the various conditions. The slopes were analyzed using full and empty reservoir conditions. The results of the static condition and pseudo -static condition slope stability analyses are shown in Table 2 and Table 3. J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis Page 4 Table 2 - Static Condition Slope Stability Analysis Results Description Calculated Factor Of Safety Required Minimum Factor Of Safety Case 1 - Wetland West of Reservoir 1 1.59 1.50 Case 1 - Wetland West of Reservoir 1 Full Reservoir 3.10 1.50 Case 2 - Cache La Poudre River 1.92 1.50 Case 2 - Cache La Poudre River Full Reservoir 3.55 1.50 Case 3 - Cache La Poudre River 2.89 1.50 Case 3 - Cache La Poudre River Full Reservoir 4.62 1.50 Case 4 - Gas Line Easement 1.52 1.50 Case 4 - Gas Line Easement Full Reservoir 2.61 1.50 Case 5 - Gas Line Easement 1.60 1.50 Case 5 - Gas Line Easement Full Reservoir 2.96 1.50 Case 6 - Weld County Parkway Right -of -Way 1.56 1.50 Case 6 - Weld County Parkway Right -of -Way Full Reservoir 2.91 1.50 Case 7 - Irrigation Ditch & Gas Line Easement 1.57 1.50 Case 7 - Irrigation Ditch & Gas Line Easement Full Reservoir 2.93 1.50 Case 8 - Irrigation Ditch & Gas Line Easement 1.52 1.50 Case 8 - Irrigation Ditch & Gas Line Easement Full Reservoir 2.58 1.50 Case 9 - Power Line 1.63 1.50 Case 9 - Power Line Full Reservoir 2.42 1.50 Case 10 - Irrigation Ditch 1.54 1.50 Case 10 - Irrigation Ditch Full Reservoir 3.01 1.50 Case 11 - Gas Line Easement 1.64 1.50 Case 11 - Gas Line Easement Full Reservoir 2.99 1.50 J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis Page 5 Table 3 - Pseudo -Static Condition Slope Stability Analysis Results Description Calculated Factor Of Safety Required Minimum Factor Of Safety Case 1 - Wetland West of Reservoir 1 EQ 1.30 1.30 Case 1 - Wetland West of Reservoir 1 Full Reservoir EQ 2.11 1.30 Case 2 - Cache La Poudre River EQ 1.43 1.30 Case 2 - Cache La Poudre River Full Reservoir EQ 2.22 1.30 Case 3 - Cache La Poudre River EQ 2.07 1.30 Case 3 - Cache La Poudre River Full Reservoir EQ 2.84 1.30 Case 4 - Gas Line Easement EQ 1.30 1.30 Case 4 - Gas Line Easement Full Reservoir EQ 1.79 1.30 Case 5 - Gas Line Easement EQ 1.30 1.30 Case 5 - Gas Line Easement Full Reservoir EQ 2.04 1.30 Case 6 - Weld County Parkway Right -of -Way EQ 1.31 1.30 Case 6 - Weld County Parkway Right -of -Way Full Reservoir EQ 1.97 1.30 Case 7 - Irrigation Ditch & Gas Line Easement EQ 1.31 1.30 Case 7 - Irrigation Ditch & Gas Line Easement Full Reservoir EQ 1.98 1.30 Case 8 - Irrigation Ditch & Gas Line Easement EQ 1.31 1.30 Case 8 - Irrigation Ditch & Gas Line Easement Full Reservoir EQ 1.75 1.30 Case 9 - Power Line EQ 1.30 1.30 Case 9 - Power Line Full Reservoir EQ 1.78 1.30 Case 10 - Irrigation Ditch EQ 1.30 1.30 Case 10 - Irrigation Ditch Full Reservoir EQ 2.05 1.30 Case 11 - Gas Line Easement EQ 1.30 1.30 Case 11 - Gas Line Easement Full Reservoir EQ 2.03 1.30 J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis Page 6 CONCLUSIONS AND RECOMMENDATIONS Case 1 — At a setback of 65 feet, the resulting safety factor of 1.59 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 1.30 is equal to the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. Using a normal water surface elevation in the reservoir provides greater safety factors, 3.10 under static loading and 2.11 under earthquake loads. The proposed setback of 65 feet from the wetland is satisfactory. Case 2 - At a setback of 150 feet, the resulting safety factor of 1.92 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 1.43 exceeds the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. Using a normal water surface elevation in the reservoir provides greater safety factors, 3.55 under static loading and 2.22 under earthquake loads. The proposed setback of 150 feet from the river bank is satisfactory. Case 3 - At a setback of 150 feet, the resulting safety factor of 2.89 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 2.07 is above the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. Using a normal water surface elevation in the reservoir provides greater safety factors, 4.62 under static loading and 2.84 under earthquake loads. The proposed setback of 150 feet from the river bank is satisfactory. Case 4 - At a setback of 50 feet, the resulting safety factor of 1.52 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 1.30 is equal to the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. Using a normal water surface elevation in the reservoir provides greater safety factors, 2.61 under static loading and 1.79 under earthquake loads. The proposed setback of 50 feet from the gas line easement is satisfactory. Case 5 - At a setback of 50 feet, the resulting safety factor of 1.60 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 1.30 is equal to the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. Using a normal water surface elevation in the reservoir provides greater safety factors, 2.96 under static loading and 2.04 under earthquake loads. The proposed setback of 50 feet from the gas line easement is satisfactory. Case 6 - At a setback of 60 feet, the resulting safety factor of 1.56 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 1.31 is above the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. Using a normal water surface elevation in the reservoir provides greater safety factors, 2.91 under static loading and 1.97 under earthquake loads. The proposed setback of 65 feet from the right-of-way is satisfactory. JET Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis Page 7 Case 7 - At a setback of 50 feet, the resulting safety factor of 1.57 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 1.31 is above the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. Using a normal water surface elevation in the reservoir provides greater safety factors, 2.93 under static loading and 1.98 under earthquake loads. The proposed setback of 50 feet from the irrigation ditch and gas line easement is satisfactory. Case 8 - At a setback of 50 feet, the resulting safety factor of 1.52 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 1.31 is above the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. Using a normal water surface elevation in the reservoir provides greater safety factors, 2.58 under static loading and 1.75 under earthquake loads. The proposed setback of 50 feet from the irrigation ditch and gas line easement is satisfactory. Case 9 - At a setback of 60 feet, the resulting safety factor of 1.63 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 1.30 is equal to the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. Using a normal water surface elevation in the reservoir provides greater safety factors, 2.42 under static loading and 1.78 under earthquake loads. The proposed setback of 60 feet from the power line is satisfactory. Case 10 - At a setback of 60 feet, the resulting safety factor of 1.54 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 1.30 is equal to the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. Using a normal water surface elevation in the reservoir provides greater safety factors, 3.01 under static loading and 2.05 under earthquake loads. The proposed setback of 60 feet from the irrigation ditch is satisfactory. Case 11 - At a setback of 60 feet, the resulting safety factor of 1.64 exceeds the MLRB minimum requirement of 1.50 for an embankment adjacent to a critical structure. The resulting safety factor of 1.30 is queal to the MLRB minimum requirement of 1.30 for an embankment subject to earthquake loading. Using a normal water surface elevation in the reservoir provides greater safety factors, 2.99 under static loading and 2.03 under earthquake loads. The proposed setback of 60 feet from the gas line easement is satisfactory. J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis Page 8 The following recommendations for monitoring of slope stability should be followed: 1. A visual inspection of the excavated slopes should be done on a weekly basis for the duration of mining. This inspection should consist of walking the existing ground and looking for any signs of stress cracks or other potential signs of slope failure. Some minor sloughing of slopes is expected on any mine site. The intent of this inspection is to locate potential major slope failures that could potentially extend back into a structure. 2. A visual inspection should be done after a major precipitation event that has saturated the ground using the same procedures. A major precipitation event would be defined as a storm that produces an intensity level reached once in 50 years on the average. 3. If a visual inspection detects signs of a potential slope failure, qualified personnel should be contacted to evaluate and recommend remediation work to stabilize the area. 4. If no visible signs of slope failure are detected during mining, then the inspection period could be reduced to once per 6 months after mining completion, or after every major precipitation event. J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis Page 9 APPENDIX A V" iii' J&T Consulting, Inc. 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J-2 Contracting Company - DPG Pit Slope Stability Analysis 300 250 200 150 100 50 0 -50 7= 65 ft Offset to Wetlands 0) 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 1 - Rapid Draw Down File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 1 RD.gmf 1.59 Edited: 29 Jul 2019 Processed: 29 Jul 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 65 ft Offset to Wetlands 0) 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 1 - Full Reservoir File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 1 Full.gmf 3.10 Edited: 29 Jul 2019 Processed: 29 Jul 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 150 ft Offset to River Bank E ------------------------------------------------------ 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 2 - Rapid Draw Down 150ft Setback File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 2 RD+150.gmf 1.92 Edited: 5 Aug 2019 Processed: 5 Aug 2019 m id I .1x 1 [ ntuhinF. luc 350 300 250 200 150 100 50 0 -50 150 ft Offset to River Bank E 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 3.55 Project DPG Site Case 2 - Full Reservoir 150ft Setback File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 2 Full+150.gmf Edited: 5 Aug 2019 Processed: 5 Aug 2019 m id I .1x 1 [ ntuhinF. luc 350 300 250 200 150 100 50 0 -50 -100 I I I I I I I I I I I I 150 ft Offset to River Bank E 0 50 100 150 200 250 300 350 400 450 500 550 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.89 Project DPG Site Case 3 - Rapid Draw Down 150ft Setback File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 3 RD+150.gmf Edited: 5 Aug 2019 Processed: 5 Aug 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 -100 I I I I I I I I I I I I 150 ft Offset to River Bank E 0 50 100 150 200 250 300 350 400 450 500 550 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 4.62 Project DPG Site Case 3 - Full Reservoir 150ft Setback File: P:118114 DPG Mining SitelSlope StabilitylGalenalModels\DPG Case 3 Full+150.gmf Edited: 5 Aug 2019 Processed: 5 Aug 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 E I I I I I I I I I I I 50 ft Offset to Easement , W 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 4 - Rapid Draw Down File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 4 RD.gmf 1.52 Edited: 30 Jul 2019 Processed: 30 Jul 2019 m id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 50 ft Offset to Easement E 0) W 7 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.61 Project DPG Site Case 4 - Full Reservoir File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 4 Full.gmf Edited: 24 Apr 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 60 ft Offset to Easement II 0) Gas Easement 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 5 - Rapid Draw Down File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 5 RD.gmf 1.60 Edited: 30 Jul 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 60ftOffsett�Eas Easement 0) Gas Easement 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.96 Project DPG Site Case 5 - Full Reservoir File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 5 Full.gmf Edited: 30 Jul 2019 Processed: 30 Jul 2019 m id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 E 65 ft Offset to R.O.W. 0) 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 6 - Rapid Draw Down File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 6 RD.gmf 1.56 Edited: 30 Jul 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 E 65 ft Offset to R.O.W. 0) 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.91 Project DPG Site Case 6 - Full Reservoir File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 6 Full.gmf Edited: 30 Jul 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 I I I I I I I I I I 50 ft Offset to Easement W 0) 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 7 - Rapid Draw Down File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 7 RD.gmf 1.57 Edited: 24 Apr 2019 Processed: 30 Jul 2019 m id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 I I I I I I I I I I 50 ft Offset to Easement W 0) 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.93 Project DPG Site Case 7 - Full Reservoir File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 7 Full.gmf Edited: 24 Apr 2019 Processed: 30 Jul 2019 m id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 E 50 ft Offset to Easement in t," —r 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 8 - Rapid Draw Down File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 8 RD.gmf 1.52 Edited: 30 Jul 2019 Processed: 30 Jul 2019 m id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 E 50 ft Offset to Easement w 0 50 GALENA Version 7.2 100 150 200 250 300 350 400 450 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.58 Project DPG Site Case 8 - Full Reservoir File: P:118114 DPG Mining SitelSlope StabilitylGalenalModels\DPG Case 8 Full.gmf Edited: 24 Apr 2019 Processed: 30 Jul 2019 m id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 E 60 ft Offset to Easement 0) Overhead Power 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 9 - Rapid Draw Down File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 9 RD.gmf 1.63 Edited: 30 Jul 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 E 60 ft Offset to Easement 0) Overhead Power 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.42 Project DPG Site Case 9 - Full Reservoir File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 9 Full.gmf Edited: 30 Jul 2019 Processed: 30 Jul 2019 m id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 I I I I I I I I I I I 60 ft Offset to Ditch 0) 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 10 - Rapid Draw Down File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 10 RD.gmf 1.54 Edited: 31 Jul 2019 Processed: 31 Jul 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 I I I I I I I I I I I 60 ft Offset to Ditch 0) 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 3.01 Project DPG Site Case 10 - Full Reservoir File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 10 Full.gmf Edited: 31 Jul 2019 Processed: 31 Jul 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 60 ft Offset to Easement 0) W 0 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 11 - Rapid Draw Down File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 11 RD.gmf 1.64 Edited: 31 Jul 2019 Processed: 31 Jul 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 60 ft Offset to Easement 0) W 0 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.99 Project DPG Site Case 11 - Full Reservoir File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 11 Full.gmf Edited: 31 Jul 2019 Processed: 31 Jul 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 0.070 65 ft Offset to Wetlands 0) ii 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 1 - Rapid Draw Down EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 1 RD EQ.gmf 1.30 Edited: 29 Jul 2019 Processed: 29 Jul 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 0.070 65 ft Offset to Wetlands 0) 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 1 - Full Reservoir EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 1 Full EQ.gmf 2.11 Edited: 30 Jul 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 0.070 150 ft Offset to River Bank E ------------------------------------------------------ 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 2 - Rapid Draw Down EQ 150ft Setback File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 2 RD+150 EQ.gmf 1.43 Edited: 5 Aug 2019 Processed: 5 Aug 2019 m id I .1x 1 [ ntuhinF. luc 350 300 250 200 150 100 50 0 -50 0.070 E 150 ft Offset to River Bank 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.22 Project DPG Site Case 2 - Full Reservoir EQ 150ft Setback File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 2 Full+150 EQ.gmf Edited: 5 Aug 2019 Processed: 5 Aug 2019 m id I .1x 1 [ ntuhinF. luc 350 300 250 200 150 100 50 0 -50 -100 I I I I I I I I I I I I 0.070 E 150 ft Offset to River Bank 0 50 100 150 200 250 300 350 400 450 500 550 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.07 Project DPG Site Case 3 - Rapid Draw Down EQ 150ft Setback File: P:118114 DPG Mining SitelSlope StabilitylGalenalModels\DPG Case 3 RD+150 EQ.gmf Edited: 5 Aug 2019 Processed: 5 Aug 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 -100 I I I I I I I I I I I I 0.070 E 150 ft Offset to River Bank 0 50 100 150 200 250 300 350 400 450 500 550 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.84 Project DPG Site Case 3 - Full Reservoir EQ 150ft Setback File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 3 Full+150 EQ.gmf Edited: 5 Aug 2019 Processed: 5 Aug 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 I I I I I I I I I I I 0.070 E 50 ft Offset to Easement , 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 4 - Rapid Draw Down EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 4 RD EQ.gmf 1.30 Edited: 30 Jul 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 0.070 50 ft Offset to Easement E 0) W 7 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 4 - Full Reservoir EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 4 Full EQ.gmf 1.79 Edited: 25 Apr 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 0.070 60ftOffsett�Eas p 0) Gas Easement 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 5 - Rapid Draw Down EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 5 RD EQ.gmf 1.30 Edited: 30 Jul 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 0 070 60ftOffsett�Eas Easement 0) Gas Easement 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.04 Project DPG Site Case 5 - Full Reservoir EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 5 Full EQ.gmf Edited: 30 Jul 2019 Processed: 30 Jul 2019 m id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 0.070 E 65 ft Offset to R.O.W. 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 6 - Rapid Draw Down EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 6 RD EQ.gmf 1.31 Edited: 30 Jul 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 0.070 E 65 ft Offset to R.O.W. 0) 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 6 - Full Reservoir EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 6 Full EQ.gmf 1.97 Edited: 30 Jul 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 I I I I I I I I I I 0.070 50 ft Offset to Easement 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 7 - Rapid Draw Down EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 7 RD EQ.gmf 1.31 Edited: 30 Jul 2019 Processed: 30 Jul 2019 m id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 I I I I I I I I I I 0.070 50 ft Offset to Easement W 0) 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 7 - Full Reservoir EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 7 Full EQ.gmf 1.98 Edited: 25 Apr 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 0.070 E 50 ft Offset to Easement n ▪ • w 0 50 GALENA Version 7.2 100 150 200 250 300 350 400 450 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 8 - Rapid Draw Down EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 8 RD EQ.gmf 1.31 Edited: 30 Jul 2019 Processed: 30 Jul 2019 m id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 0.070 E 50 ft Offset to Easement w 0 50 GALENA Version 7.2 100 150 200 250 300 350 400 450 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 8 - Full Reservoir EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 8 Full EQ.gmf 1.75 Edited: 25 Apr 2019 Processed: 30 Jul 2019 m id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 0.070 E 60 ft Offset to Easement 0) Overhead Power 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 9 - Rapid Draw Down EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 9 RD EQ.gmf 1.30 Edited: 30 Jul 2019 Processed: 30 Jul 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 -50 0.070 E 60 ft Offset to Easement 0) Overhead Power 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 9 - Full Reservoir EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 9 Full EQ.gmf 1.78 Edited: 30 Jul 2019 Processed: 30 Jul 2019 m id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 I I I I I I I I I I L 0.070 II 60 ft Offset to Ditch C 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 10 - Rapid Draw Down EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 10 RD EQ.gmf 1.30 Edited: 31 Jul 2019 Processed: 31 Jul 2019 id I .1x1 [ ntuhinF.luc 350 300 250 200 150 100 50 0 -50 I I I I I I I I I I I 0.070 60 ft Offset to Ditch 0) 0 50 100 150 200 250 300 350 400 450 500 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.05 Project DPG Site Case 10 - Full Reservoir EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 10 Full EQ.gmf Edited: 31 Jul 2019 Processed: 31 Jul 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 0.070 60 ft Offset to Easement 0) W 0 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: Project DPG Site Case 11 - Rapid Draw Down EQ File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 11 RD EQ.gmf 1.30 Edited: 31 Jul 2019 Processed: 31 Jul 2019 id I .1x1 [ ntuhinF.luc 300 250 200 150 100 50 0 0.070 60 ft Offset to Easement 0) W 0 0 50 100 150 200 250 300 350 400 450 GALENA Version 7.2 Licensed to: J & T Consulting Material Keys 2: Sand and Gravel 3: Weathered Bedrock 4: Stable Bedrock 5: Slurry Wall 6: Clay Analysis 1 Multiple Stability Analysis Method: Bishop Simplified Surface: Circular Results Critical Factor of Safety: 2.03 Project DPG Site Case 11 - Full Reservoir File: P:118114 DPG Mining Site\Slope StabilitylGalenalModels\DPG Case 11 Full EQ.gmf Edited: 31 Jul 2019 Processed: 31 Jul 2019 id I .1x1 [ ntuhinF.luc APPENDIX C V" iii' J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?C "-n-ng S -e\S-cpe S_ab _y\Ca na\Y_cde-s\D?C Case 1 RD.gmf Processed: 29 Jul 2019 16:16:35 IA_A: ina-ys-s " - Case " - Rap -d Draw Dcwn va-er-a- ?rcper�-eS ,6 ma�er_a-S, Ya er-a-: " ,Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c '_aer-a-: 2 ,Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ,Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '_aer-a-: 9 ,Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5, ,Y_chr-Ccu-curb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c Yaer-a-: 6 ,Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c Ga er ?rcper -eS Ur-_cf 62.900 Ur-_cf �aa_er/med-um abcve ground: 62.400 '_a_er-a- Prcf--es ("` prof --es Prcf--e: ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "90.00 392.00 "90.00 Prcf--e: 2 ,2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "63.00 392.00 "63.00 Prcf--e: 3 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "60.00 392.00 "60.00 Prcf--e: 9 ,2 pc-ns) Y_aer-a- beneaih: 6 - C -ay 0.00 5 .00 392.00 .00 Prcf--e: 5 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 37.00 392.00 37.00 Prcf--e: 6 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 0.00 "00.00 392.00 "00.00 Prcf--e: S ,2 pc -n s; a er-a- beneaih: 9 - S ab-e Bedrec_. 0.00 97.00 392.00 97.00 Prcf--e: 8 ,2 pc -nos) Y_a�er-a- beneaih: 5 - S-urry 392.00 "90.00 395.00 "90.00 Prcf--e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "90.00 950.00 "90.00 Prcf--e: "0 ,2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 395.00 "63.00 950.00 "63.00 Prcf--e: "" ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "60.00 950.00 "60.00 Prcf--e: "2 ,2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 395.00 55.00 950.00 _55.00 Prcf--e: "3 ,2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "37.00 950.00 "37.00 Prcf--e: "9 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 395.00 "00.00 950.00 "00.00 Prcf-"e: "` ,2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrec�_ 392.00 97.00 950.00 97.00 SS-cpe Surface ,9 pc -_s) 0.00 "00.00 Phrea�-c Surface ,9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 370.00 190.00 352.00 18.00 In -a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "n ersec �s: 2L: "05.00 YL: "0.67 2R: 935.00 YR: Cen_re: - . "88.06 YC: 95".95 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs-�-cns w -Ti -n range: XL X R R "0.00 "0.00 90.00 20 20 50 50.00 50.00 190.00 360.00 190.00 184.00 RESU= : ina-ys-s " - Case " - Rap -d Draw Dcwn B-shcp Smp__tel `ethcd cf Yna-ys-s --'rcu-ar Fa--ure Surface Cr -ca- Fa -lure Surface Search us-ng Y_u -ple C-rcle Cenera-cn Techniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: .799 Pna-ys-s Summary There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca- ;m -n -mum; Fac cr cf Sate -_y: 54 Resu- s Summary - Lcwes 99 rac cr cf Safe_y c-rcrs C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Centre Y -Centre Radius FoS 05.00 "0.67 935.00 "90.00 "88.06 51.95 360.00 1.592 <-- Critical Surface 2 "05.00 "0.67 935.00 "90.00 "88.30 451.06 359.18 1.595 3 05.00 "0.67 93.3 "90.00 "88.98 51.85. 360.00 1.597 9 "05.00 "0.67 935.00 "90.00 "88.59 50.16 1.598 05.00 "0.67 93.3 "90.00 "88.72 50.96 359.18 1.600 6 "05.00 "0.67 935.00 "90.00 "88.78 9.26 1.601 "05.00 "0.67 936.05 "90.00 "88.90 51.75 360.00 1.602 8 "05.00 "0.67 93.3 "90.00 "88.96 50.06 1.603 9 "09.97 "0".99 935.00 "90.00 "87.80 51.71 360.00 1.603 0 "05.00 "0.67 935.00 "90.00 "89.02 8..7 356.73 1.605 09.97 "0".99 935.00 "90.00 "88.09 50.82 359.18 1.606 2 "05.00 "0.67 936.05 "90.00 "89.9 50.86 359.18 1.606 3 05.00 "0.67 93.3 "90.00 "89.20 9.16 1.608 9 "09.97 "0".99 93.3 "90.00 "88.22 51.61 360.00 1.608 09.97 "0".99 935.00 "90.00 "88.28 9.92 1.610 6 "05.00 "0.67 935.00 "90.00 "89.26 355.92 1.610 05.00 "0.67 936.58 "90.00 "89.32 51.65 360.00 1.610 8 05.00 "0.67 935.00 "90.00 "89.50 46.57 355.10 1.611 9 "05.00 "0.67 936.05 "90.00 "89.38 9.96 1.611 20 "05.00 "0.67 936.58 "90.00 "89.56 50.76 359.18 1.611 2" "05.00 "0.67 936.05 "90.00 "89.62 X49.06 5.75.5 1.612 22 "09.97 "0".94 93`•.3 "90.00 88.96 50.72 359.18 1.612 23 "05.00 "0.67 93.3 "90.00 "89.68 7..7 355.92 1.612 29 "05.00 "0.67 93.3 "90.00 "89.99 8.26 356.73 1.612 25 "05.00 "0.67 935.00 "90.00 "89.79 5..67 35.29 1.614 26 "09.97 "0".99 935.00 "90.00 "88.52 49.02 1.614 27 "03.95 "0".32 935.00 "90.00 "87.55 51.7 360.00 1.614 28 "05.00 "0.67 937,.. 90.00 "89.79 X51.55 360.00 1.614 29 "05.00 "0.67 936.58 "90.00 "89.80 49.86 1.615 30 "05.00 "0.67 936.05 "90.00 "89.86 8.16 356.73 1.615 3" 09.97 "0".99 936.05 "90.00 "88.69 51.51 360.00 1.615 32 "05.00 "0.67 93.3 "90.00 "89.92 355.10 1.615 33 09.97 "0".99 936.05 "90.00 "88.88 50.62 359.18 1.616 39 "09.97 "0".99 93.3 "90.00 "88.70 9.82 1.617 35 09.97 "0".99 93.3 "90.00 "88.99 8.92 1.617 36 "05.00 "0.67 935.00 "90.00 "89.98 - 1.617 5 37 "0.00 "0.67 937 40.00 89.98 50.65 55.1'8 1.618 38 "05.00 "0.67 936.58 90.00 90.09 8.96 1.618 39 "05.00 "0.67 936.05 "90.00 "90.0 7.26 355.92 1.618 90 "05.00 "0.67 93.3 "90.00 "90.6 "5.57 35.29 1.618 9" "09.97 "0".99 935.00 "90.00 "89.0" 7.23 55.92 1.618 92 "03.95 "0".32 935.00 "90.00 "87.79 50.58 359.18 1.619 93 "09.97 "0".99 935.00 "90.00 "88.77 8.12 356.73 1.619 99 "09.97 "0".99 936.58 "90.00 "89.06 51.1 360.00 1.619 95 "09.97 "0".99 936.05 "90.00 "89.2 9.72 1.619 96 "05.00 "0.67 935.00 "90.00 "90.7" 42.06 351.02 1.620 97 "09.97 "0".99 93.3 "90.00 "89.8 w.02 356.73 1.620 98 "05.00 "0.67 935.00 "90.00 "90.22 352.65 1.620 99 "05.00 "0.67 935.00 "90.00 "90.96 42.97 351.84 1.620 50 "05.00 "0.67 93.3 "90.00 "90.88 2.86 351.84 1.620 05.00 "0.67 937.63 "90.00 "90.6 51.5 360.00 1.621 2 "05.00 "0.67 93.3 "90.00 "90.69 x.76 352.65 1.621 05.00 "0.67 937."" "90.00 "90.22 9.75 1.621 59 "05.00 "0.67 936.58 "90.00 "90.28 --'8.06 356.73 1.621 03.95 "0".32 93.3 "90.00 "87.9? 51.37 360.00 1.621 56 "05.00 "0.67 936.05 "90.00 "90.39 6.6 55.10 1.621 "05.00 "0.67 93.3 "90.00 "90.90 66 1.621 8 "09.97 "0".99 935.00 "90.00 "89.25 6.33 355.10 1.621 9 "03.95 "0".32 93.3 "90.00 "88.2" 50.8 359.18 1.622 60 "09.97 "0".99 936.58 "90.00 "89.30 50.51 359.18 1.622 6" "09.97 "0".99 936.05 "90.00 "89.36 .82 1.622 62 "05.00 "0.67 936.05 "90.00 9.06 3.66 352.65 1.622 63 "05.00 "0.67 936.05 "90.00 90.82 56 1.623 69 "03.95 "0".32 935.00 "90.00 "88.03 9.68 1.623 65 "09.97 "0".94 93.3 90,00 "84.93 7.12 355..92 1.623 66 "05.00 "0.67 936.05 "90.00 "90.58 5.6 35.29 1.623 67 "03.95 "0".32 935.00 "90.00 "88.27 1.623 68 "09.97 "0".99 93`.,.00 90.00 89.97 .62 352.65 1.623 69 "03.95 "0".32 936.05 90.00 88.39 51.27 360.00 1.624 70 "09.97 "0".99 93.3 "90.00 "90.5 2 1.624 09.97 "0".99 935.00 "90.00 "89.73 52 1.624 % 0`.00 0.67 937.63 90.00 90.90 50.55 351.18 1.62= 73 "05.00 "0.67 937."" "90.00 "90.95 8.86 1.624 74 "05.00 "0".67 936.58 "90.00 "90.52 7.16 355.92 1.624 "09.97 "0".99 93.3 "90.00 "89.9" 5.32 76 "0'9.97 "0'".99 435.00 "90'.00 "89.99 77 0'3.95. 101.32 43.3 "90.00 188.45, --9.5'8' 78 "05.00 10".67 936.58 "90.00 -9".00 5.36 79 "09.97 "0'".99 92.2 "90,00 "89.67 6.22 80 "09.97 "0'".99 437.11 ,90.00 "89.98 5.1.3.1 8" "09.97 "0".99 936.58 "90.00 "89.59 449.62 82 "09.97 "0".99 936.05 "90.00 "89.60 “7.92 8 105.00 101.67 936.5'8 190.00 190.76 6.26 89 "09.97 "0".99 936.05 "90.00 "90.32 5.22 85 "05.00 "0".67 938."6 "90.00 "90.57 51.32 86 "0'9.97 "0'".99 936.0`, "90'.00 "90.08 6.12 87 "03.95 "0".32 935.00 "90.00 "88.5" “7.88 88 '09.97 "0'".99 936.0'5, "90.00 "89.89 --7.0'2 89 "03.95 "0".32 936.05 "90.00 "88.63 50.37 90 "05.00 "0".67 935.00 "90.00 "90.95 2.16 91 "05.00 "0".67 937,"" "00.00 "9"."7 6.15 92 "03.95 "0".32 935.00 "90.00 -89.29 5.18 9 105.00 101.67 937.63 190.00 190.63 “9.65 99 "05.00 "0".67 937,"" "00.00 "90.69 --7.96 95 "03.92 "0"."9 935.00 "90.00 "87.30 51.23 96 105.00 101.67 937.63 190.00 191.35 6.95 97 "05.00 "0".67 937."" "90.00 "90.93 “7.06 98 103.95 101.32 93.3 190.00 189.41 5.98 00 '03.95 "0".32 93.3 "90.00 "88.69 '0.68 Cr -ca_ 7a-_ure Surface ;c-rc_e 229 35229 229 10 360.00 156.; 10 .29 360.00 10 5.73 .92 359.1'8 350.20 15.10 .29 56.73 360.00 355.92 92 10 1.62= 1.62= 1.62 1.625 1.625 1.625 1.625 1.625 1.625 1.626 1.626 1.626 1.626 1.627 1.62 1.62 1.627 1.627 1.627 1.627 1.62 1.62 1.627 1.628 1.628 In_ersec_s: 2L: "05.00 YL: "0".67 2R: 935.00 YR: 190.00 Cen_re: YC"88.06 YC: 95".95 Rad-us: R: 360.00 2enera_ed fa--ure surface: ;20 pct _S "05.00 "0".67 "23.33 97.82 "9".89 99.93 160.7 93.01 179.18 "07 0" 02.09 2"6.62 93.09 235.29 95.06 253.7= 98.00 272.07 290.16 106.74 307.98 2%5.9 , 119.21 32.59 126.71 359.30 275.59 "99.62 391.27 1`,9.74 906.95, 165.76 -21.0= 177.51 - 5.00 - Cecmery and Prcper�-es - Cr -ca- Fa' ure Surface (c-rc-e ", -5 slices) 92.06 101.89 135.29 190.00 SI -S Base Pcre;ater Normal Test 'r; Lef_ Area Fng-e ?-d_h Length '_a_- Cches-cn Phi Weight Force Stress Factor "05.00 "9 ".8 99 8."2 2 0.00 X5.0 2142.34 092.74 283.40 3 99 49."3 "0.39 "0.6" 2100.00 1'8.0 9.0.3.0 -_726.2 9-3.95 1.07 2 _23.33 59."9 -8.9 5.26 5.22 2 "00.00 18.0 7610.76 373.5.13 1.01.55 1.05 9 "28.59 93.79 -8.9 6.62 6.70 9 2000.00 20.0 12089.83 5919.94 2063.28 1.05 "35.22 52" -8.9 6.62 6.70 9 2000.00 20.0 14883.03 7275.84 293.09 1.05 6 "9".89 -06.08 -5.9 9.32 9.37 9 2000.00 20.0 25336. .0 12300.05 2886.11 1.03 "G ?33.96 9 9.32 9.-i7 9 2000'.00 20'.0 3021=.60 1676.27 16.22 1.03 8 60.47 270.7" -2.9 0.35 0.37 9 2000.00 20.0 3920.23 1691.14 1820.35 1.01 9 "69.83 309.3" -2.9 9.35, 9.37 9 2000.00 20.0 39191.54 19013.62 4279.72 1.01 "0 "79."8 336.09 0." 9.37 9.37 9 2000.00 20.0 43198.96 20971.73 4610.01 1.00 -88 365.20 0." 9.37 9.37 9 2000.00 20.0 46837.05 22788.81 4998.40 1.00 "2 "97.9" 27".39 3." 6.59 6.55 9 2000.00 20.0 3.027.1 16955.73 5207.65 0.99 2 209.96 283.33 2." 6.59 6.55 9 2000.00 20.0 36189.02 17704.72 529.68 0.99 "9 2"".00 252.75 2." 5.62 5.63 9 2000.00 20.0 32202.58 1579.36 5631.37 0.99 2"6.62 936.29 6.0 9.3" 9.37 9 2000.00 20.0 55333.09 2276.2 5.739.88 0.98 "6 225.93 956.02 6.0 9.2" 9.37 9 2000.00 20.0 57508.62 2861.82 5971.07 0.98 235.29 308.85 9.0 6."" 6."9 9 2000.00 20.0 38764.05 19513.82 6040.90 0.98 29".35 3"5.37 9.0 6."" 6."9 9 2000.00 20.0 39 21.36 19925.2 61.7.05 0.98 9 247.46 22 .09 9.0 6.28 6.-i62 00.00 217.25 25'915.92 6==9.== 2 20 253.79 506.90 "2.0 9.92 9.63 3 "00.00 18.0 62767.97 32337.1 6514.04 0.98 2" 263."6 "00."" "2.0 ".89 ".88 2 0.00 3.5.0 1251.c 6386.67 6439.66 0.93 22 265.00 388.9" "2.0 7.07 7.22 2 0.00 X5.0 2 977.27 24810.24 6502.55 0.93 2 252.07 442.08 15.0 7.93 8.21 0.00 3.5.0 6.25 2'8557.12 6517.C2 0.93 29 280.00 506.5" 15.0 9.00 9.32 2 0.00 X5.0 62"36.06 3271". - 6556.54 0.93 25 289.00 537.89 -7.6 9.99 9.96 2 0.00 35.0 6620.08 3521.14 6558.61 0.92 26 298.99 538.7_ "8.0 9.99 9.98 2 0.00 3.5.0 6631.95 35338.62 6560.62 0.92 27 307.98 995.02 20'.9 8.7F, 9.-i7 2 0.00 3.5.0 60959.66 33075.79 603.96 0.92 28 316.73 491.24 20'.9 8.7, 9.-i7 2 0'.00 3.5.0 60 X6.26 02722.75 6-23. 0.92 ,9 225,.97 979.89 23.9 8.6 927 2 0.00 3.5.0 5.862.29 3219 6279.11 0'.92 30 339.03 966.80 23.9 8.56 9.37 2 0.00 3.5.0 -50.61 31867.37 6170.68 0.92 2" 392.59 500.73 26.9 9.9" "0.55 2 0.00 3.5.0 61603.91 35040.40 5960.40 0.92 22 352.00 377.89 26.9 7.30 8."8 2 0.00 3.5.0 4 2 6. 28 25819.34 ,781.26 0.92 33 350.30 ". 2 29.9 2.98 3.93 0.00 5.0 18591.69 10257.56 5.81 0.92 39 262,28 382.32 29.9 52 8.91 6 50.00 16.0 0065.12 2'197.92 5766.79 1.05 25 370.00 260.03 29.9 5.59 6.39 6 50.00 16.0 32089.96 16325.29 505.81 1.05 26 275,.5,9 226.94 32.9 7.87 9.-i7 6 5,0'.00 16.0 .1690'.77 21527.1= 96'8.99 1.07 37 383.90 296.95 32.9 7.87 9.37 6 50.00 16.0 30292.06 18556.00 289.6 1.07 38 39".27 "26.35 35.9 3.73 9.60 0.00 =_5.0 13898.96 800.28 3104.53 0.85 39 395.00 "08.63 35.9 3.98 9.29 2 0.00 3.5.0 13527.08 6758.23 3333.39 0.94 90 298.98 1"8.30 35.9 9.15, 2 G 50.00 16.0 1056.'80 7190'.7= 3287.17 1.0'9 9" 90'2.63 45 95, 35.9 2.82 4.42 2 0.00 3.5.0 122. .01 5.775.1= 2725.18 0.9= 92 906.95, 9 28.8 7.30 9.-i7 2 0.00 3.5.0 19=23,33 8'91.61 2215.91 0'.95 42 41 3.75, 75, 112.54 28.8 7.30 9.-i7 2 0.00 3.5.0 1.067.3.6 50'9.0'5 15 0'.95 99 421.04 67.06 9".0 25, 9.7-i 2 0.00 3.5.0 8382.20 1970'.7= 886.0'5 0'.96 95 928.29 20."2 9".8 6.7- 9.00 2 0.00 3.5.0 251.77 0.00 269.11 0.96 t -S Area: _2782._5, Path Length: 355.90 'r S Weight: 15.67.88 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: PPG S e P:\-8""9 PPG "-n-ng S -e\S-cpe S_ab _y\Ca na\Y_cde-s\D?C Case 1 Full.gmf Processed: 29 Jul 2019 16:20:39 I;Y.-D.: D.na-ys-s - Case ' - Fu-- Reservc-r va-er-a- ?rcper�-eS ,6 ma�er_a-S, - ,Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 -3.00 Au_c 2 ,Y_chr-Ccu-cmb 7sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ,Y_chr-Ccu-cmb 7sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 -8.0 -9.00 Au_c '2./_-a-: 9 ,Y_chr-Ccu-cmb 7sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 -9.00 Au_c vaer-a-: 5, ,Y_chr-Cculcmb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c '2./_aer-a-: 6 ,Y_chr-Cculcmb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru -50.00 22.0 -3.00 Au_c Ga er ?rcper -eS Ur-_cf 62.900 Ur-_cf �aa_er/med-um abcve ground: 62.400 '_a_er-a- Prcf--es ( 5 prof --es Prcf--e: ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "90.00 392.00 "90.00 Prcf--e: 2 ,2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "63.00 392.00 "63.00 Prcf--e: 3 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "60.00 392.00 "60.00 Prcf--e: 9 ,2 pc-ns) Y_aer-a- beneaih: 6 - C -ay 0.00 5 .00 392.00 .00 Prcf--e: 5 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 37.00 392.00 37.00 Prcf--e: 6 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 0.00 "00.00 392.00 "00.00 Prcf--e: S ,2 pc -n s; a er-a- beneaih: 9 - S ab-e Bedrec_. 0.00 97.00 392.00 97.00 Prcf--e: 8 ,2 pc -nos) Y_a�er-a- beneaih: 5 - S-urry 392.00 "90.00 395.00 "90.00 Prcf--e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "90.00 950.00 "90.00 Prcf--e: -0 ,2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 395.00 "63.00 950.00 "63.00 Prcf--e: "" ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "60.00 950.00 "60.00 Prcf--e: -2 ,2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 395.00 55.00 950.00 _55.00 Prcf--e: -3 ,2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "37.00 950.00 "37.00 Prcf--e: -9 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 395.00 "00.00 950.00 "00.00 Prcf--e: 5 ,2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrec�_ 392.00 97.00 950.00 97.00 SS-cpe Surface ,9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ,9 pc -n= 0.00 "89.00 Fa--ure Surface "00.00 "00.00 00.00 "89.00 370.00 190.00 352.00 18.00 In -a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R 7n ersec �s: 2L: "05.00 YL: -0-.67 2R: 935.00 YR: Cen_re: - . "87.32 YC: 959.69 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs-�-cns w -Ti -n range: XL X R R "0.00 '0.00 95.00 20 20 50 50.00 50.00 190.00 362.50 190.00 184.00 RESULS: D.na-ys-s - Case ' - Fu-- Reservc-r B-shcp rmp__f-el `ethcd cf Ana-ys-s --'rcu-ar Fa--ure Surface Cr -ca- Fa -lure Surface Search us-ng Y_u -ple C-rcle Cenera�-cn-echniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: Ana-ys-s SuIIilTlary r2 There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca- ;m -n -mum; Fac cr cf Sate -_y: 3 r 0 Resu- s Sununary - Lcwes 99 Sac cr cf Safe_y c-rcrs C-rc-e Y-LefY-Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 "0.67 935.00 "90.00 "87.32 .69 362.50 3.096 <-- Critical Surface 2 "05.00 "0.67 935.00 "90.00 "87.59 53.69 361.58 3.102 3 05.00 "0.67 935.53 "90.00 87.7 5 .60 362.50 3.102 9 "05.00 "0.67 935.00 "90.00 "87.86 52.68 360.66 3.107 05.00 "0.67 935.53 "90.00 "88.02 53.59 361.58 3.108 6 "05.00 "0.67 936.05 "90.00 "88.7 5.!.50 362.50 3.109 "05.00 "0.67 935.00 "90.00 "88."3 51.67 359.74 3.113 8 "05.00 "0.67 935.53 "90.00 "88.28 52.5'8 360.66 3.113 9 "05.00 "0.67 936.05 "90.00 "88.99 x..9 361.58 3.115 0 "09.97 "0.99 935.00 "90.00 "87.07 5. 6 362.50 3.116 05.00 "0.67 936.58 "90.00 "88.59 5..0 362.50 3.118 2 "05.00 "0.67 935.00 "90.00 "88.90 50.67 35.883 3.118 3 05.00 "0.67 935.52 90.00 88.55 51.57 359.7 3.119 9 "05.00 "0.67 936.05 "90.00 88.70 52.8 360.66 3.121 09.97 "0.99 935.00 "90.00 "87.9 5 5 361.58 3.121 6 "09.97 "0.99 935.52 90.00 87.99 3e 362.50 3..122 05.00 "0.67 936.58 "90.00 88.86 - 53.39 361.58 3.124 8 05.00 "0.67 935.00 "90.00 "88.67 9.66 357.91 3.12 9 "05.00 "0.67 935.53 "90.00 "88.82 50.57 35.883 3.124 20 "09.97 "0.99 93`•.00 90.00 87.6 -52.== 360.66 3..127 2 05.00 "0.67 936.0`• "90.00 88.97 51.=7 359.7 3.127 22 "09.97 "0.99 935.53 "90.00 "87.76 361.x.'8 3.127 23 "09.97 "0.99 936.0`• 90.00 "8 9 -.26 362.50 3.128 29 "05.00 "0.67 937."" "90.00 "89.0- 54 r0 362.50 3.128 25 "05.00 "0.67 935.00 "90.00 "88.99 48.65 356.99 3.130 26 "05.00 "0.67 936.58 "90.00 "89.2 52.38 360.66 3.132 7 09.97 "0.99 935,.00 "90.00 87.88 5.1.3 359.7 112 28 "05.00 "0.67 935.53 "90.00 "89.09 49.56 357.91 3.132 29 "09.97 "0.99 935.53 "90.00 "88.03 52.34 360.66 3.132 30 "09.97 "0.99 936.05 "90.00 "88.8 53.25 361.58 3.133 3" 03.95 "0" r2 935.00 "90.00 "86.82 5 .22 362.50 3.135 32 "05.00 "0.67 936.05 "90.00 "89.29 50.6 35.8.83 3.136 33 05.00 "0.67 937. 90.00 "89.28 53.29 361.58 3.137 39 "09.97 "0.99 936.58 "90.00 88. 5.16 362.50 3.137 35 09.97 "0.99 935.00 "90.00 "88.5 50.3 35.883 3.138 36 "05.00 "0.67 936.05 "90.00 "89.5" ==9. .91 3.13'8 37 "09.97 "0.99 935, 53 90.00 88.30 51.3 9.7= 3.138 38 "05.00 "0.67 935.00 "90.00 "89.2" --7.64 356.07 3.139 39 "03.95 "0" r2 935.00 "90.00 "87.08 53.21 361.58 3.11 90 "03.95 "0" r2 935.53 "90.00 "87.29 5 .12 362.50 3.11 9" "05.00 "0.67 936.58 "90.00 89.39 51. 3.7 359.7 3.11 92 "05.00 "0.67 935.00 "90.00 "89.99 46.62 355.15 3.11 93 "05.00 "0.67 935.53 "90.00 "89.63 - 356.07 3.11 99 "05.00 "0.67 935.53 "90.00 "89.36 8.5. 356.99 3.11 95 "05.00 "0.67 938.6 "90.00 "89.85 54.10 362.50 3.11 96 "05.00 "0.67 936.58 "90.00 "89.66 50.36 35.883 3.11 97 "09.97 "0.99 936.05 90.00 88.95 -52.2= 360.66 3.11 98 "05.00 "0.67 937.63 "90.00 "89.93 5 .20 362.50 3.1=2 99 "05.00 "0.67 937.63 "90.00 "89.69 53.19 361.58 3.13 50 "05.00 "0.67 936.05 "90.00 "89.78 356.99 3.13 05.00 "0.67 955 90.00 "89.8 51.27 359,7= 3.1=5 2 "09.97 "0.99 935,.00 "90.00 88.92 9.=2 357.91 3..1=5 03.95 "0" r2 935.00 "90.00 87.35 52.20 360.66 3.16 59 "05.00 "0.67 937."" "90.00 "89.59 52.28 360.66 3.16 03.95 "0" r2 935.53 "90.00 87. 53.11 361.58 3.16 56 "09.97 "0.99 936.58 "90.00 88.60 53.15. 361.5.'8 3.16 "05.00 "0.67 935.00 "90.00 89.76 5.61 3.5. .23 3.16 8 "05.00 "0.67 935.53 "90.00 "89.90 6.52 355.15 3.17 9 "03.95 "0" r2 936.05 "90.00 "87.66 5.02 362.50 3.17 60 "05.00 "0.67 936.58 "90.00 89.93 !9.35 357.91 3.1 6 "09.97 "0.99 935.55 90.00 88.57 5.0,32 35.8.83 3.1 62 "05.00 "0.67 938.6 "90.00 "90."" 53.09 361.58 3.17 63 "05.00 "0.67 937.63 "90.00 "89.96 52.18 360.66 3.18 69 "05.00 "0.67 936.05 "90.00 "90.05 356.07 3.19 65 "09.97 "0.99 936.05 "90.00 88.72 5L 23 359,7= 3,15.0 66 "05.00 "0.67 937."" "90.00 "90.08 50.26 3.150 67 "09.97 "0.99 936.05 "90.00 "88.99 50.22 3.150 68 "09.97 "0.99 937 90.00 88. .06 362.50 .151 69 03. 5 0" r2 955.00 "90.00 87.63 51.19 359.7= 3.152 70 "09.97 "0.99 937. 90.00 "89.02 53.05 361.58 3.152 "05.00 "0.67 935.00 "90.00 "90.03 .60 353.32 3.152 72 "05.00 "0.67 935.53 "90.00 "90."7 5.51 354.23 3.152 73 "05.00 "0.67 936.58 "90.00 "90.20 8.. 356.99 3.152 74 "05.00 "0".67 938."6 "90.00 "90.38 52.08 360.66 3.153 GALENA 7.2 Yna js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: Jr & I consulting ?rcjec : D?C S' e 7' • ?:A8"9 D?C v2n2ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 2 RD+150.gmf Prccessed: 0`, Aug 209 %:59:39 I?"1: Yna-ys-s " - Case 2 - Rap -d Draw Dcwn _`,0f Se_bac_. va-er-a- ?rcper�-eS ;7 ma�er-a-Si " ;Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- Un-_Wegh_ Ru 50.00 22.0 "3.00 Au_c __aer-a-: 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- Un-_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,_aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- Un-_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- Un-_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- Un-_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2_a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S - Cches-cn Ph- Un-_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- ?rcf--es ("5 prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "80.00 350.00 "80.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "66.00 350.00 "66.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "65.00 350.00 "65.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "38.00 350.00 "38.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "33.00 350.00 "33.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 350.00 "00.00 Prcf--e: 7 ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 350.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 350.00 "80.00 353.00 "80.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 353.00 "80.00 525.00 "80.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 353.00 "66.00 525.00 "66.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 353.00 "65.00 525.00 "65.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 353.00 "38.00 525.00 "38.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 353.00 "33.00 525.00 "33.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 353.00 "00.00 525.00 "00.00 Prcf--e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 350.00 97.00 525.00 97.00 S-cpe Surface ;6 pc -n= 0.00 525.00 "00.00 "80.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 325.00 180.00 307.00 174.00 In ---a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "nersec�s: 2L: "05.00 YL: "0.78 2R: 975.00 YR: Cen_re: "88.70 YC: 620.06 Radius: R: Vaa b -e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs-_-cns ,a -_h -n range: XL X R R "0.00 25.00 50.00 20 20 50 =05.00 180.00 525.00 .00 180.00 525.00 500.00 170.00 RESU2 : D.na_ys_s - 2se 2 - Rap_I Draw Dc -In _`,0f Se_bac_. B_shcp S_mp--2 el ` e2cd cf D.na_, s_s - 7_rcuar 7a__ure Surface Crca_ 7a__ure Surface Search us_ng Y_u_-_p_e C_rc_e Cenera�_cn "echniques In _a- 2_-ure surface apprcz;_ma__cn - Fac cr cf Sate -_y: 2.262 Ana_ys_s Summary There were: 2000" successfu_ ana_yses frcm a cf 2000" _rra_ failure surfaces 2 2 ca_ ;m_n_mun Fac_cr cf 2 fe y: ".92 Resu_ s Summary - Lcwes 99 Sac cr cf Sate -_y c_rc_es C_rc_e Y-LefY-Let t-R_ghY-R_ghX -Cenre Y -Centre Radius FoS 05.00 "0.78 975.00 "80.00 "88.70 620.06 525.00 1.919 <-- Critical Surface 2 "05.00 "0.78 975.00 "80.00 "88.92 618.99 523.98 1.922 3 05.00 "0.78 975.00 "80.00 89.5, 617.92 522.96 1.925 9 "05.00 "0.78 975.00 "80.00 "89.38 616.85 521 20 1.928 05.00 "0.78 975.00 "80.00 "89.60 615.78 520.92 1.931 6 "09.97 "0.59 975.00 "80.00 "88.36 619.85 525.00 1.20 "05.00 "0.78 975.00 "80.00 "89.83 61.71 519.90 1.935 8 "09.97 "0.59 975.00 "80.00 "88.59 618.77 523.98 1.937 9 "05.00 "0.78 975.00 "80.00 "90.06 613.6 518.88 1.938 0 "09.97 "0.59 975.00 "80.00 "88.82 617.70 522.96 1.900 05.00 "0.78 975.00 "80.00 "90.28 612.56 517.86 1.91 2 "09.97 "0.59 975.00 "80.00 "89.09 616.63 5.21 .9 0 1.90 2 05.00 "0.78 975.00 "80.00 "90.5" 611.2 516.80 1.9 9 "0`.00 0.78 476.32 79.97 "90.90 619.79 525.00 1.92 09.97 "0.59 975.00 80.00 "89.27 615.56 520.92 1.96 6 "05.00 "0.78 975.00 "80.00 "90.79 610.2 515.82 1.97 0`.00 0.78 476.32 79.97 "90.62 61'8.71 523.98 1.90 "09.97 "0".`9 975.00 "80.00 89 50 61.=9 519.90 1.90 9 "03.95 "0.90 975.00 "80.00 "88.03 619.63 525.00 1.92 20 "05.00 "0.78 975.00 "80.00 "90.96 609.35 2.80 1.950 %" 0`.00 0.78 976.32 59.97 90.89 617.6= 522.96 1.951 22 "03.95 "0.90 975.00 "80.00 "88.25 618.56 523.98 1.952 23 "09.97 "0.59 975.00 "80.00 "89.72 613.C2 518.88 1.952 29 "05.00 "0.78 975.00 "80.00 "9"."9 608.27 513.70 1.953 25 "03.95 "0".90 975.00 "80.00 "88.98 617.2 522.96 1.955 26 "09.97 "0".59 975.00 "80.00 "89.95 612.3 517.86 1.955 27 "05.00 "0.78 975.00 "80.00 "9.92 607.20 512.76 1.956 28 "03.95 "0".90 975.00 "80.00 "88.7_ 616.2 521.9 1.958 29 "09.97 "0.59 975.00 "80.00 "90.8 611.27 516.80 1.958 50 0`,.00 0.78 476.32 79.97 9.07 616.57 521.9= 1.959 3" 09.97 0.59 476.32 79.97 "90.06 619.57 525.00 1.960 32 "03.95 "0.90 975.00 80.00 "88.99 615.3 520.92 1.961 33 09.97 "0.59 975.00 "80.00 "90.90 610.20 515.82 1.962 39 "0`.00 0.78 476.32 79.97 9 j9 615.50 520.92 1.963 35 03.95 "0.90 975.00 80.00 89.6 61.27 519.90 1.960 36 "05.00 "0.78 975.00 "80.00 9.69 606.12 511.73 1.960 37 "03.92 "0.22 975.00 "80.00 87.69 619.1 52.00 1.96= 38 "09.97 "0.59 975.00 "80.00 "90.63 609.13 2.80 1.965 39 "0`.00 "0" 78 976.32 79.97 9" `2 61.-3 519.90 1.966 90 "03.95 "0".90 975.00 80.00 89.39 613.20 518.88 1.967 9" "03.92 "0.22 975.00 "80.00 "87.92 618.3 523.98 1.967 92 "09.97 0.59 476.32 79.97 "90,28 61'8.50 523.98 1.968 93 "05.00 "0.78 975.00 80.00 9.87 605.05 510.71 1.969 99 0`,.00 0.78 476.32 79.97 "9.79 613,35 518.88 1.970 45 C3,g2 0.22 975,.00 80.00 88.Th 617.27 522.96 1.970 96 "03.95 "0".90 975.00 "80.00 "89.62 612.13 517.86 1.970 97 "09.97 0.59 476.32 79.97 "90.`" 617.=2 522.96 1.971 48 03.42 0.22 975,.00 80.00 88.32 616.20 521.9= 1.973 99 "0`'.00 0.78 976.32 79.97 9 0 612.2'0 517.86 1.973 50 "09.97 "0.59 975.00 80.00 90.86 608.05 513.78 1.973 03.95 "0.90 975.00 "80.00 "89.89 611.05 516.80 1.970 2 "05.00 "0.78 975.00 "80.00 "92.0 603.97 509.69 1.970 09.97 0.59 476.32 79.97 "90.73 616.35 521.9= 1.975 59 "03.92 "0.22 975.00 "80.00 "88.60 615.12 520.92 1.976 09.97 0.59 476.32 79.97 "90.96 615.28 520.92 1.97'8 56 "05.00 0.78 956.32 ?9.97 "92.9 611.21 5.16.84 1.978 "09.97 "0".59 975.00 "80.00 "9".09 606.98 512.76 1.979 8 "02.89 "0".03 975.00 "80.00 87.36 619.19 525.00 1.979 9 "03.92 "0.22 975.00 "80.00 "88.83 61.05 519.90 1.979 60 "05.00 "0.78 977.63 "78.95 "92.09 619.50 525.00 1.980 6" "05.00 "0.78 975.00 "80.00 "92.33 602.90 508.67 1.980 62 "05.00 "0.78 975.00 "80.00 "92. 601.82 507.65 1.980 63 "03.95 "0.90 976.32 ?9.97 "89.72 619.35 525.00 1.980 69 "02.89 0.03 975.00 "80.00 "87.9 618.12 523.98 1.982 6`' "09.97 0.59 476.32 79.97 "9"."8 61.21 519.90 1.983 66 "05.00 0.78 477.63 78.95 92.3" 618.03 523.98 1.983 67 "03.95 "0".90 975.00 "80.00 "90.07 609.98 515.82 1.983 68 "03.9` "0.90 976.32 79.97 "89.9` 61'8.28 523.98 1.9'80 69 "03.92 "0".22 975.00 "80.00 "89.06 612.98 518.88 1.980 70 "05.00 "09.97 74 72 "05.00 �2 "09.97 "05.00 76 77 "05.00 78 2 0 79 "09.97 80 "09.97 8" "05.00 82 "03.95 83 "05.00 89 "05.00 85 "02.89 86 "09.97 87 "09.97 88 09.97 89 "03.95 90 "05.00 92 "03.92 92 "09.97 99 09.97 95 "05.00 96 "03.95 97 48 2 g, 99 0% 2 Cr'-ca_ a-_ure Surface ;c-rc-e 976.22 79.97 92.92 610.13 975.00 "80.00 -9".3" 605.90 975.00 "80.00 "92.78 600.75 975.00 "80.00 "9".59 60.83 975.00 "80.00 -87.8" 617.05 975.00 "80.00 93.96 597.52 975.00 "80.00 "93.29 598.60 975.00 "80.00 -93.0" 599.67 976.32 -79.97 '_90.'_7 617.21 976.32 °.97 9".9" 613,12 975.00 "80.00 "9".77 603.75 477.63 78 92 ',"i 617.36 975.00 -80.00 -90.30 608.91 976.32 -79.97 92.87 607.9'8 976.32 79.97 92.69 609.06 975.00 "80.00 "88.09 615.98 975.00 "80.00 "92.95 600.53 975.00 "80.00 "92.22 601.60 975.00 "80.00 "9".99 602.68 975.00 "80.00 "90./5, 606.76 976.32 79.97 93.09 606.91 976.32 "°.97 "90.90 616.12 975.00 -80.00 "89.28 611.91 976.32 79.97 "9".63 612.06 976.32 _79.97 "9".86 610.99 477.62 78.9` 92 76 616.29 975.00 -80.00 -90.53 607.83 975.00 "80.00 "9".99 603.53 975.00 "80.00 9".2" 604.61 975.00 "80.00 "87.03 618.97 Inersec�s: 2L: "05.00 YL: Cen_re: 88,70 YC: genera ed fa-_ure surface: ;20 pc-n_s 05.00 206.9` 9`.36 226,78 307.23 08,6% 3 6 97 903.57 4.05 42.98 XR: 97`,.00 YR: 620.06 Rad-us: R: 98.92 96.95 49.74 9F 9" 297.0`., 396.50 990.09 - Cecme=v and Prcper-es - Cr -ca- Fa' ure Surface ;c-rc-e 96.85 98.32 515.82 511.73 506.63 510.71 522.96 5.03.5.7 5-04.59 505.61 522.96 509.69 5.22.96 514.80 513.78 514.80 521.9= 506.63 507.65 508.67 512.76 5.12.76 5L1.9= 51 86 51 86 516. 5L1.9 513,7;8 509.69 510.71 525.00 180.00 525.00 165.73. 27.2= 365.30 .L57.72 1.9'8= 1.9'84 1.9'84 1.985 1.985 1.986 1.986 1.987 1.988 1.988 1.989 1.989 1.989 1.989 1.989 1.989 1.990 1.991 1.991 1.993 1.993 1.993 1.99= 1.99= 1.99= 1.99= 1.99= 1.99= 1.995 1.995 95.c7 100.97 125.'4 169.23 186.09 95.07 2'87.1 83 133.08 5.00 180.00 Si -S Base Pcre;ater Normal Test 'r; Let Area F.ng-e W±dil Leng,h '_a-- Tches-cn Phi Weight Force Stress Factor 05.00 9 79 -8." 6.28 6.39 2 0.00 3.5.0 1223.7= 623.21 201.31 1.07 2 ".28 29.37 -8." 6.28 6.39 2 0.00 X5.0 3671.20 1861.97 602.73 1.07 6.87 -8." 7.6" 7.68 2 "00.00 18.0 „99.62 3919.15 100.96 1.03 9 "25.6 ""9.90 -5.8 9.90 9.95 3 "00.00 18.0 153.28 7209.80 1569.63 1.02 39.56 "59.83 -5.8 9.90 9.95 3 "00.00 18.0 19732.11 9756.29 2128.94 1.02 6 "93.95 228.32 -.9 "0.89 "0.92 9 2000.00 20.0 29133.05 135.73 2771.33 1.02 59.89 277.99 -3.6 "0.89 "0.9" 9 2000.00 20.0 +561.75 1760.71 350.37 1.01 8 6.73 302.67 -.9 "0.8 "0.8 9 2000.00 20.0 .40 18978.85 3833.3 1.00 7 9" 392.02 -.9 "0.8 "0.8 9 2000.00 20.0 21447.51 323.08 1.00 0 "06.04 296.69 0.8 6.72 6.72 9 2000.00 20.0 31360.22 1567,32 65.3.21 1.00 92.8" 265.89 0.8 6.82 6.82 9 2000.00 20.0 3710.68 16669.33 934.74 1.00 2 "99.63 28.69 0.8 6.82 6.82 9 2000.00 20.0 35599.02 1766.29 5212.21 1.00 206.95 447.K 3.0 "0.7 "0.8 9 2000.00 20.0 5639.27 28100.8 92 0.99 9 26.6" 978.75 3.0 "0.7 "0.8 9 2000.00 20.0 60211.13 30065.5 5852.80 0.99 226.78 296.66 2 6.00 6.03 9 2000.00 20.0 7247.69 1'86'8.79 6072.8 0.99 6 232.78 365.00 7.4 _'7 00.00 18.0 .71.74 22990.62 6373.72 0.99 239.92 378.4 7.4 3 "00.00 18.0 0352.61 23°37.02 6597.27 0.99 297.0` 399.9 6.90 6.9` 2 "00.00 1'8.0 71.99 22142.'8, 6767 0.99 9 23.95 39.9 7. 6.90 6.95 3 "00.00 18.0 22725.25 6932.69 0.99 20 259.85 925.98 7. 7.39 7.95 2 0.00 X5.0 53072.96 26957.08 7038.9 0.96 2" 267.29 96.09 9.7 7.79 7.90 2 0.00 35.0 29350.23 7180.25 0.95 22 275.03 972.22 9.7 7.79 7.90 2 0.00 35.0 58832.24 30065.39 0.95 23 282.8" "73.3" 9.7 2.8" 2.85 2 0.00 X5.0 21586.44 11035.29 7472.15 0.95 29 285.62 "09.38 9.7 ".68 2 0.00 X5.0 12997.56 666.7 7520.33 0.95 25 287.3" 626.58 ".9 9.96 "0.8 2 0.00 X5.0 78023.67 40198.83 7576.83 0.95 26 297.27 690.88 ".9 9.96 "0.8 2 0.00 X5.0 79811.16 41123.09 7751.06 0.95 27 307 23 8?.?? "9.2 8.89 9.6 2 0.00 3.5.0 72511.10 36747.99 7810.21 0.94 28 3"6"" 590.38 "9.2 8.89 9.6 2 0.00 X5.0 73530.66 3566.11 7903.45 0.94 29 325.00 "3.28 "9.2 ".97 2.03 2 0.00 X5.0 17 .50.0 7687.77 7920.33 0.94 30 326.9? 639.`" 6.9 9.77 0.8 2 0.00 3.5.0 79020.9 7.15 7663.22 0.94 336.79 606.97 "6.9 97 "0.8 2 0.00 5.0 5.15.22 35633.28 7321.74 0.94 2 396.`0 20.09 8.6 3.0 3.69 2 0.00 3.5.0 261 9.56 12447 7029.63 0.94 33 350.00 "76.93 8.6 3.00 3.7 0.00 5.0 1962.25 10463.97 6012.51 0.90 39 33.00 367.33 "8.6 6.90 6.7` 0.00 3.5.0 2.14 21656.7'8 6713.52 0.94 35 39.90 33.9 "8.6 6.90 6.75 2 0.00 X5.0 X000.65 20748.97 6 58.98 0.94 36 365.80 993."" 20.8 9.92 "0.07 2 0.00 X5.0 61355.91 2919.19 607.88 0.94 37 37.22 99.39 20.8 9.92 "0.07 2 0.00 5.0 5710.78 26897.91 565. 0.94 38 389.63 52.95 23.0 2.79 6 50.00 16.0 65287. 30731.99 1.02 39 396.90 289,88 23.0 G 78 2 0.00 .0 36198.85. 1673.56 X6. - 0.94 90 903.57 338.60 2.3 9.2" 0.8 2 0.00 X5.0 4227" 19552.81 199.83 0.94 9" 92.77 298.9 2.3 9.2" "0.8 2 0.00 3.5.0 37277.53 16792.16 3696.59 0.94 92 92.98 252.06 27.5 9.03 "0.8 2 0.00 X5.0 3162.00 13919.21 316.10 0.95 93 93.0" 209.62 27. 9.03 "0.8 2 0.00 3.5.0 26157.09 10933.'87 2605.62 0.95 99 990.09 "89.8 29.7 "0.27 ".83 2 0.00 X5.0 22971.74 8805.22 1979.21 0.95 95 950.3" 25.9" 29.7 2.02 6 50.00 16.0 3171.37 1070.04 1695.72 1.06 96 952.06 70.09 29.7 5.66 6.52 97 457.72 69."7 3".9 7.65 9.02 98 965.37 23.88 K.9 9.63 89 Area: 9785.89 Path Length: 386.8`, 0.00 0.00 0.00 0 8761.C2 35.0 8020.76 35..0 3609.60 Weight: 1'8=7=90.62 2596.22 13=2.02 0.00 139.92 1. 305.50 0.95 0.96 0.96 GALENA 7.2 Yna js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: Jr & I consulting ?rcjec : D?C S' e • ?:A8"9 D?C V2n2ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 2 Full+150.gmf Prccessed: 05 Aug 209 "2:59:2" h "1: Yna-ys-s " - Case 2 - Fu-- Reserve -r Of Se bac_. va-er-a- ?rcper�-eS ;7 ma�er-a-Si " ;Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- Un-_Wegh_ Ru 50.00 22.0 "3.00 Au_c _,aer-a-: 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- Un-_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- Un-_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- Un-_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- Un-_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2,a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S - Cches-cn Ph- Un-_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- ?ref- -es ("5 prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "80.00 350.00 "80.00 Prcf--e: 2 ;2 pc -n s; :_a er-a- beneaih: 6 - C -ay 0.00 "66.00 350.00 "66.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "65.00 350.00 "65.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "38.00 350.00 "38.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "33.00 350.00 "33.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 350.00 "00.00 Prcf--e: 7 ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 350.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 350.00 "80.00 353.00 "80.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 353.00 "80.00 525.00 "80.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 353.00 "66.00 525.00 "66.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 353.00 "65.00 525.00 "65.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 353.00 "38.00 525.00 "38.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 353.00 "33.00 525.00 "33.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 353.00 "00.00 525.00 "00.00 Prcf--e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 350.00 97.00 525.00 97.00 S-cpe Surface ;6 pc -n= 0.00 525.00 "00.00 "80.00 Phrea�-c Surface ;9 pc -n= 0.00 "79.00 Fa--ure Surface "00.00 "00.00 00 "79.00 325.00 180.00 307.00 174.00 In ---a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "nersec�s: 2L: "05.00 YL: "0.78 2R: 975.00 YR: Cen_re: "88.70 YC: 620.06 Radius: R: Vaa b -e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs-_-ens ,a -_h -n range: XL X R R "0.00 25.00 50.00 20 20 50 =05.00 180.00 525.00 .00 180.00 525.00 500.00 170.00 RESU2 : Y.na"yS-s - 2se 2 - Fu-- Reserve -r "`,Of Se_bac_. B-shcp 2mp__2el ` e2cd cf U.na-, s -s - 7 rcuar Fa-"ure Surface Cr -ca- Fa--ure Surface Search us2g vu -p -e C-rc-e Cenera�-cn Techniques In a to ure surface apprcxn.a_-cn - Fac cr cf Sate -_y: 9.79 Ana"ys-s Summary There were: 2000" successfu- ana-yses frcn. a cf 2000" _r -a- failure surfaces 2r -ca" ;m-2mum; Fac_cr cf Sate_: 3.2 Resu" s Summary - Lewes 99 Fac7cr cf Sate -_y c-rc"es C-rc-e Y-LefY-Let 4-R-ghY-R-ghX -Cenre Y -Centre Radius FoS 05.00 "0.78 975.00 "80.00 "88.70 620.06 525.00 3.55. <-- Critical Surface 2 "05.00 "0.78 975.00 "80.00 "88.92 618.99 523.98 3.551 3 05.00 "0.78 975.00 "80.00 "89.5 617.92 522.96 9 "05.00 "0.78 975.00 "80.00 "89.38 616.85 521 24 3.562 05.00 "0.78 975.00 "80.00 "89.60 615.78 520.92 3.568 6 "05.00 "0.78 975.00 "80.00 "89.83 61.71 519.90 "09.97 "0.59 975.00 "80.00 "88.36 619.85 525.00 8 "05.00 "0.78 975.00 "80.00 "90.06 613.6 518.88 9 "09.97 "0".59 975.00 "80.00 "88.59 618.77 523.98 3.579 0 "05.00 "0".78 975.00 "80.00 "90.28 612.56 517.86 3.58 09.97 "0".59 975.00 "80.00 "88.82 617.70 522.96 3.58 2 "05.00 "0".78 975.00 "80.00 "90.5" 611.2 516.84 3.589 2 09.97 "0".59 975.00 "80.00 "89.09 616.63 521.9 .589 9 "05.00 "0".78 976.32 79.97 "90.90 619.79 525.00 3.590 05.00 "0".78 975.00 "80.00 "90.79 610.2 515.82 3.595 6 "09.97 "0".59 975.00 "80.00 "89.27 615.56 520.92 3.595 05.00 K.78 476.32 79.97 "90.62 61'8.71 523.98 3.595. 8 09.97 "0".59 975.00 80.00 "89.50 61.2 519.90 3.600 9 "05.00 "0".78 975.00 "80.00 "90.96 609.35 2.80 8.600 20 "05.00 K.78 976.32 79.97 90.89 617.6= 522.96 3.601 2" "03.95 "0".90 975.00 "80.00 "88.03 619.63 525.00 3.601 22 "09.97 "0.59 975.00 "80.00 "89.72 613.C2 518.88 0.605 23 "05.00 "0.78 975.00 "80.00 "9"."9 608.27 513.70 0.605 29 "03.95 "0.90 975.00 "80.00 "88.25 618.56 523.98 0.606 25 "09.97 "0.59 975.00 "80.00 "89.95 612.3 517.86 0.610 26 "05.00 "0.78 975.00 "80.00 "9.92 607.20 512.76 3.611 27 "03.95 "0".90 975.00 "80.00 "88.98 617.49 522.96 0.611 ?8 0`,.00 0.78 976.32 79.97 9.07 616.5, 5.21.9 3.615 29 "09.97 "0.59 975.00 "80.00 "90.8 611.27 516.84 3.616 30 "03.95 "0.90 975.00 "80.00 "88.7_ 616.1 521.94 0.616 3" 09.97 0.59 976.32 79.97 90.06 619.57 525.00 3.617 32 "09.97 "0.59 975.00 80.00 90.90 610.20 515.82 3.621 33 03.95 "0.90 975.00 "80.00 "88.99 615.34 520.92 0.621 39 "05.00 0.78 976.32 79.97 9.?9 615.50 520.92 .622 35 05.00 "0.78 975.00 80.00 9.69 606.12 511.73 3.625 36 "09.97 "0.59 975.00 "80.00 90.63 609.13 2.80 3.626 37 "03.95 "0.90 975.00 "80.00 "89.6 61.27 519.90 0.626 38 "03.92 "0.22 975.00 "80.00 "87.69 619.1 525.00 0.627 39 "05.00 "0" 78 976.32 79.97 9" 52 61.3 519.90 .628 90 "03.95 "0.90 975.00 80.00 89.39 613.20 518.88 3.631 9" "09.97 0.59 476.32 79.97 "90,%8 61'8.50 52.9'8 3,632 92 "03.92 0.22 975.00 80.00 87.92 618.3 523.98 3.632 93 "05.00 0.78 476.32 79.97 9.79 613.3.5 51'8.'8' 3.,6.= 99 "05.00 0.78 975.00 80.00 9.87 605.05 510.71 3.24 95 "03.95 "0.90 975.00 "80.00 "89.62 612.13 517.86 0.636 96 03.42 0" . 22 97`.,.00 80.00 88.5, 617.27 522.96 3.63.7 97 "09.97 0.5 9 976.32 79.97 9C. 617.C2 522.96 3.638 98 "05.00 0.78 976.32 79.97 9" 4 612.28 517.86 3..60 99 03,9, 0.22 975.,.00 80.00 88,37 616.20 5.21.9 3.6C2 50 "09.97 "0.59 975.00 80.00 90.86 608.05 513.78 3.63 03.95 "0.90 975.00 "80.00 "89.89 611.05 516.84 8.63 2 "09.97 0.59 976.32 79.97 90.73 616.35 521.9= .6 2 05.00 "0.78 975.00 80.00 92.0 603.97 509.69 3.6 59 "03.92 "0.22 975.00 "80.00 "88.60 615.12 520.92 8.67 05.00 0.78 976.32 79.97 92 9 611.21 516.'8= .60 56 "09.97 0.9 476.32 79.97 "90.46 615.28 520.92 3.650 "05.00 0.78 97.63 78.95 "92.09 619.50 525.00 3.650 8 "09.97 "0.59 975.00 "80.00 9.09 606.98 512.76 3.652 9 "03.92 "0.22 975.00 "80.00 88.83 61.05 519.90 3.653 60 "05.00 "0.78 975.00 "80.00 "92.33 602.90 508.67 8.654 6" "05.00 "0.78 975.00 "80.00 "92. 601.82 507.65 8.654 62 "02.89 0.03 975.00 "80.00 "87.36 619.19 525.00 8.654 63 "03.95 "0.90 976.32 79.97 89.72 619.35 525.00 3.65= 69 "05.00 0.78 477.63 78.95 "92.3" 618.3 523.98 3,657 65 "09.97 0.59 476.32 79.97 "9"."8 61.21 519.90 3.65'8 66 "02.89 0.03 975.00 80.00 87.9 618.12 523.98 3.659 67 "05.00 0.78 476.32 79.97 92.92 610.13 515.'82 3.659 68 "03.95 "0.90 976.32 ?9.97 29.95 618.28 520.98 3.660 69 "05.00 "0".78 975.00 "80.00 "92.78 600.75 506.63 3.661 70 "03.95 "03.92 "09.97 "09.97 74 "05.00 "02.89 76 "05.00 77 "05.00 78 "05.00 79 "09.97 80 "03.95 8" "05.00 82 "05.00 '09.97 89 "03.95 "09.97 86 "02.89 87 "09.97 88 '04.47 89 "05.00 90 "05.00 91 "09.97 92 103.95 93 "09.97 94 103.95 95 "05.00 96 "03.95 97 "03.92 98 103.95 99 '05.00 101.40 "0".22 101.59 101.59 0",78 101.03 0",78 0",78 101.78 -0".59 101.40 0",78 0",78 101.59 101.40 101.59 101.03 101.59 101.59 101.78 101.78 101.59 101.40 101.59 0".40 101.78 101.40 "0".22 0".90 0",78 Cr'-ca_ a-_ure Surface ;c-rc-e 975.00 975.00 975.00 975.00 975.00 975.00 975.00 975.00 477.63 976.32 976.32 976.32 976.32 975.00 975.00 977.00 975.00 975.00 975.00 476.32 477.63 476.32 476.32 476.32 975.00 476.32 975.00 975.00 975.00 476.32 Inersec�s: 2L: "05.00 YL: Cen_re: "88,70 YC: genera ed fa-_ure surface: ;20 pc -nos; "05.00 "0".78 "25."6 206.45 95.36 226,78 307.23 108,6% 326 97 903.57 "4".05 42".98 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 178.95 179.47 9.47 9.47 9.47 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "79.47 78.95 -79.47 9.47 9.47 "80.00 -79.47 -80.00 "80.00 "80.00 "79.47 90.07 "89.06 191.1 -9".54 "93.96 187.81 93.29 193.01 -92.53 191.41 "90."7 192.87 "92.69 90,30 92.95 "88,04 92.22 191.99 "93.09 192.76 191.86 190.40 191.63 190.75 -90.3 89,28 "9".99 193.4 609.98 612.98 605.90 50.83 97 52 617.05 598.60 599.67 617.36 613.13 617.21 607.98 609.06 603.75 608.91 600.53 615.98 601.60 602.68 606.91 616.29 610.99 616.13 612.06 606.76 603.68 607.83 611.91 603.53 60.76 "0".78 XR: 47`,.00 YR: 620.06 Rad-us: R: 98.92 96.95 "3.60 149.74 145.41 247.0`., 396.50 440.09 - Cecme=y and Prcper-es - Cr -ca- Fa' ure Surface ;c-rc-e 96.85 98.32 159.1 515.82 518.88 511.73 510.71 522.96 504.59 505.61 5.22.96 522.96 513.78 514.80 509.69 514.80 506.63 521.98 507.65 5.08.67 5.12.76 521.98 5.16.88 5.21.98 5186 512.76 5.09.69 5.1 3.78 78 5186 509.69 510.71 180.00 525.00 165.73 267.2= 365.80 .L57.72 3.661 8.662 8.662 8.662 3.661 3.661 3.665 3.666 3.667 3.668 3.668 3.668 3.668 3.669 3.670 8.672 8.672 3.673 3.671 8.675 3.676 3.677 3.677 3.677 3.678 3.679 3.680 3.680 3.680 3.680 95.57 100.97 125.. 81 169.23 186.09 95.07 2'87.31 83 133.08 5.00 180.00 SI -S Base Pcre;ater Normal Test 'r; Let Area A.ng-e W±dh Leng_h '_a-- 5ches-cn Phi Weight Force Stress Factor .05.00 9 79 -8." 6.28 6.39 2 0.00 3.5.0 1223.74 28738.90 634.'87 1.04 2 ".28 29.37 -8." 6.28 6.39 2 0.00 35.0 3671.20 29090.1 4891.28 1.04 6".87 -8." 7.6" 7.68 3 "00.00 18.0 7799.62 3.04 5179.75 1.02 9 "25."6 ""9.90 -5.8 9.90 9.95 3 "00.00 18.0 153.28 5.5.36 5512.25 1.01 "39.56 "9.83 -5.8 9.90 9.95 3 "00.00 18.0 19732.11 5101.85 5859.61 1.01 6 "93.95 228.32 -.9 "0.89 "0.92 9 2000.00 20.0 29133.05 52722.98 625.27 1.01 59.89 277.99 -3.6 "0.89 "0.9" 9 2000.00 20.0 +561.75 53173.71 6582.96 1.01 "6.73 302.67 --.4 "0."8 "0."8 9 2000.00 20.0 385.75.0 9903.61 6855.30 1.00 9 9" 392.02 -".4 "0."8 "0."8 9 2000.00 20.0 50061.12 7117.0 1.00 "0 "06.04 246.69 0.8 6.72 6.72 4 2000.00 20.0 31360.92 33101.35 7285.26 1.00 "92.8" 265.89 0.8 6.82 6.82 9 2000.00 20.0 3710.68 3517.1 715.93 1.00 2 "99.63 28".69 0.8 6.82 6.82 9 2000.00 20.0 35599.02 751.8 1.00 206.45 447 0 0 0."8 4 2000.00 20.0 5639.2, '9,'81.39 765. 1.00 "4 2"6.6" 478.7` 3.0 10.17 10.18 4 2000.00 20.0 60211.13 937.39 779.1 1.00 226.78 296.66 5.3 6.00 6.03 9 2000.00 20.0 3727.69 29068.99 7862.1 0.99 "6 232.78 365.00 5.3 7."4 _'7 "00.00 18.0 .75.1.7 328.66 797.44 1.00 239.92 378.9" 7.14 3 "00.00 18.0 735.2.61 33990.36 8039.55 1.00 297.05 399.97 7. 6.90 6.95 3 "00.00 18.0 S 71 .99 30313.'73 80'70.2 1.00 9 23.95 39."9 7. 6.90 6.95 3 "00.00 18.0 2997.65 8093.38 1.00 20 259.85 925.98 7. 7.39 7.95 2 0.00 X5.0 530 2.96 3179.64 8081.27 0.98 2" 267.29 96".09 9.7 7.79 7.90 2 0.00 5..0 5.7131.81 35650.96 8076.44 0.98 22 275.03 972.22 9.7 7.79 7.90 2 0.00 35.0 5.8832.24 35013.94 8090.18 0.98 23 282.8" "73.3" 9.7 2.8" 2.85 2 0.00 X5.0 21586.44 1285.36 8080.30 0.98 29 285.62 "09.38 9.7 ".68 2 0.00 X5.0 12997.56 728.69 8078.96 0.98 25 287.3" 626.58 11.9 9.96 "0.18 2 0.00 35.0 78023.67 3539.90 8028.32 0.98 26 297.27 690.88 11.9 9.96 "0."8 2 0.00 35.0 79811.16 2202.27 7983.20 0.98 27 307 23 8?.?? "4.2 8.89 9.16 2 0.00 35.0 72511.10 3677.99 7963.1= 0.9'8 28 3"6"" 590.38 "4.2 8.89 9."6 2 0.00 35.0 73530.66 3566.11 8065.77 0.98 29 325.00 "3".28 "4.2 ".97 2.03 2 0.00 X5.0 16350.7 7687.77 8086.76 0.98 30 326.97 634.51 16.4 9.77 "0."8 2 0.00 X5.0 79020.9 375.7.15 0.99 336.74 606.47 "6.4 97 "0."8 2 0.00 5.0 5515.22 35633.28 799.5. 0.99 2 346.50 2"0.04 "8.6 3.0 3.69 2 0.00 35.0 2619.56 124=7.55 7222.'84 0.99 33 350.00 "76.93 "8.6 3.00 3."7 0.00 5.0 1962.25 10463.97 6211.51 0.96 34 33.00 367.33 "8.6 6.90 6.75 2 0.00 X5.0 5.72.14 21656.78 6898.85 0.99 35 39.90 33.9 "8.6 6.90 6.75 2 0.00 3.5.0 000.65 2078.97 6637.96 0.99 36 365.80 993."" 20.8 9.92 "0.07 2 0.00 X5.0 61355.91 2919.19 6263.35 1.00 37 37.22 99.39 20.8 9.92 "0.07 2 0.00 5 5.0 �1 0.78 26897.91 5.'331.34 1.00 38 389.63 52.95 23.0 2.79 6 50.00 16.0 6.287 30731.99 1.05 39 396.40 289,88 23.0 G 78 2 0.00 3 .0 19" 1673.56 29.50 1.00 90 903.57 338.60 2.3 9.2" 10.18 2 0.00 X5.0 227" 19552.81 36.64 1.01 4" 9"2.77 298.9 2.3 9.2" "0."8 2 0.00 3.5.0 37277.53 16792.16 3.8.61 1.01 92 92".98 252.06 27.5 9.03 "0."8 2 0.00 3.5.0 3162.00 13919.21 3286.67 1.02 93 93".0" 209.62 27.5 9.03 "0."8 2 0.00 3.5.0 26157.09 10933.'87 2726.65 1.02 99 990.09 "89."8 29.7 "0.27 11.83 2 0.00 3.5.0 22971.74 8805.22 2085.26 1.03 95 950.3" 25.9" 29.7 2.02 6 50.00 16.0 3171.37 1070.04 1745.84 1.10 96 952.06 70.09 29.7 5.66 6.52 97 758.72 69."7 3".9 7.65 9.02 92 965.37 22.22 3".9 9.63 .39 X-i Area: 7185.29 Path Length: 386.25 0.00 0.00 0.00 0 8761.C2 35.0 8020.76 35.0 3609.60 k c eight: 18-790.62 2596.22 13=2.02 0.00 1.03 1.05 1.05 LETL. -.2 D.na js_s Resu- s ✓ers-cn: 7.20.3.0' licensee: J & I Consulting Prcjec : D?C S' e 7' • ?:A8""9 D?C -n-ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 3 RD+150.gmf Prccessed: 0`, Aug 209 "3:95:59 Dna-ys_s " - Case 3 - Rap_d Draw Dcwn va-er_a- ?rcper�_es ;7 ma�er_a-s '_a er_a-: _ Cohen -on "50.00 2 Cohen -on 0.00 '_a er_a-: Cohen -on 00.00 _a er_a-: 9 Cohen -on 2000.00 Cohen -on 0.00 '_a er_a-: 6 Cohen -on 50.00 _a er_a-: Cohen -on 00.00 r'chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 22.0 "3".00 Au_c r'chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 3.0 "25.00 Au_c r'chr-Ccu-curb "sc_rcp-c) Ph- Un± We-ghRu Au_c r'chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 20.0 "9".00 Au_c r'chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 95.0 ""0.00 Au_c r'chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru "6.0 20.00 Au_c r'chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 2.0 "00.00 Au_c Ga er ?rcper _es Un--_ we-gh_ cf 62.900 'a-er_a- ?rcf_-es ;7 prof_ -es Prcf--e: ;2 pc-n_s 0.00 "60.00 Prcf--e: 2 ;2 pc-n_s) 0.00 "00.00 Prcf--e: 3 ;2 pc-n_s 0.00 97.00 Prcf_-e: 9 ;2 pc_n_s) 305.00 "60.00 Prcf--e: 5 ;2 pc-n_s 308.00 "60.00 Prcf--e: 6 ;2 pc-n_s 308.00 "00.00 Prcf--e: 7 ;2 pc-n_s 305.00 97.00 S_cpe Surface ;7 pc_n_s 0.00 565.00 "00.00 "60.00 - Sverburden - Sand and Crave- - Weaihered Bedrecs_ - SJab-e Bedrecs_ - S-urry Wa-- - „-ay - S - Un-we-ghcf wa�er/med-um abcve ground: 62.00 Y_a er-a- beneaih: 2 - Sand and Crave- 305.00 "60.00 Va�er-a- beneaih: 3 - Weaihered Bedrea_ 305.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 305.00 97.00 Va�er-a- beneaih: 5, - Slurry 'Ara__ 308.00 "60.00 Y_a er-a- beneaih: 2 - Sand and Crave- 580.00 "60.00 Va�er-a- beneaih: 3 - Weaihered Bedrea_ 580.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 580.00 97.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 580.00 "00.00 "00.00 "60.00 "00.00 280.00 160.00 250.00 150.00 In _a- c_rcu-ar surface fcr cr __ca- search def_ned by: XL,XR,R Inersec�s: XL: "05.00 YL: "0.67 XR: 930.00 YR: Cen_re: X : "98.3" YC: 56.30 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var_a _cn: Ir-a- pcs-_-cns range: XL "0.00 20 XR 67.5'0 20 50.00 50 RESUL-1: D.na-ys_s " - Case 3 - Rap_d Dra-1 Down _`,0f Se_bac_. B_shcp S_mp -f_ed s hcd cf D.na-,s - _rcu-ar Fa_-ure Surface Cr---ca- Fa--ure Surface Search us-ng Yu p C-rc-e Cenera-cn Techniques In _a- fa_-ure surface apprcz;_ma__cn - Fac cr cf Sate -_y: Ana-ys_s Summary 3,3YY There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces ca- ;m_n_mum; Fac cr cf Sate -_y: 2.89 =30.00 160.00 580.00 150.00 160.00 425.00 497.50 150.00 Resu- s Sununary - Lc yes 99 rac cr cf Sate -_y c-rc_es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 "0.67 930.00 "60.00 "98.3" 516.30 25.00 2.892 <-- Critical Surface 2 "05.00 "0.67 930.00 "60.00 "98.5" 515.21 C23.98 2.894 3 05.00 "0.67 930.00 "60.00 "98.7" 2.12 22.96 2.896 9 "05.00 "0.67 930.00 "60.00 "98.90 513.02 21.94 2.898 "09.97 "0".99 930.00 "60.00 97.98 516.08 25.00 2.899 6 "05.00 "0.67 930.00 "60.00 99.0 511.93 20.92 2.899 "09.97 "0".99 930.00 "60.00 98.7 24.99 23.98 2.901 8 "05.00 "0.67 930.00 "60.00 99.29 510.84 29.90 2.901 9 "09.97 "0".99 930.00 "60.00 98.37 513.90 22.96 2.902 0 "05.00 "0.67 930.00 "60.00 99.99 509.75 28.88 2.903 09.97 "0".99 930.00 "60.00 98.57 512.80 21.94 2.92 2 "05.00 "0.67 930.00 "60.00 "99.69 508.65 27.86 2.905 2 03.95 "0".32 930.00 "60.00 "97.69 515.86 25.00 2.905 9 "09.97 "0".99 930.00 "60.00 "98.76 511.71 20.92 2.906 05.00 "0.67 930.00 "60.00 99.88 507.56 2 6.84 2.907 "C 03.9` "0".32 930.00 "60.00 "97.89 51.77 =2.9'8 2.907 09.97 "0".99 930.00 "60.00 98.96 510.62 29.90 2.908 "8 "03.95 "0".32 930.00 "60.00 "98.09 513.68 22.96 2.909 9 "05.00 "0.67 930.00 "60.00 200.08 506.2 25.82 2.909 20 "09.97 "0".99 930.00 "60.00 "99.6 509.53 28.88 2.910 2" "03.95 "0".32 930.00 "60.00 "98.23 512.59 21.94 2.911 22 "05.00 "0.67 930.00 "60.00 200.27 505.37 2.80 2.911 23 "09.97 "0".99 930.00 "60.00 "99.35 508.2 27.86 2.911 29 "03.92 "0 "9 930.00 "60.00 "97.3" 515.64 25.00 2.912 25 "03.95 "0".32 930.00 "60.00 "98.93 511.2 20.92 2.912 26 "05.00 "0.67 930.00 "60.00 200.97 24.28 2 3.78 2.913 27 "09.97 "0".99 930.00 "60.00 "99.2 507.34 2 6.84 2.913 28 "03.92 "0 "9 930.00 "60.00 "97.5" 2.55 23.98 2.914 29 "03.95 "0.32 930.00 "60.00 "98.63 510.2 2 9.90 2.914 30 "05.00 "0.67 930.00 "60.00 200.67 503.18 2 2.76 2.915 3" 09.97 "0.99 930.00 "60.00 99 ? 506.25 25.82 2.915 2 "03.92 "0 "9 930.00 "60.00 97.70 513.6 =22.96 2.915. 33 03.95 "0".32 930.00 "60.00 98.82 509.31 28.88 2.916 39 "05.00 "0.67 930.00 "60.00 200.86 502.09 21.73 2.917 35 03.92 "0 "9 930.00 "60.00 97.90 512.37 21.94 2.917 36 "09.97 "0.99 930.00 "60.00 99.09 505.15 2.80 2.917 37 "03.95 "0.32 930.00 "60.00 99.02 508.21 27.86 2.918 38 "02.89 "00.96 930.00 "60.00 "96.97 515.2 25.00 2.918 39 "05.00 "0.67 930.00 "60.00 20".06 500.99 20.71 2.918 90 "03.92 "0 "9 930.00 "60.00 "98.0 511.27 20.92 2.919 9" "09.97 "0".99 930.00 "60.00 200.9 24.06 23.78 2.919 92 "03.95 "0.32 930.00 "60.00 99.22 507.12 2 6.84 2.919 93 "02.89 "00.96 930.00 "60.00 97 2.33 23.98 2.920 99 "03.92 "0 "9 930.00 "60.00 98.29 510.18 29.90 2.920 95 "05.00 "0.67 930.00 "60.00 20".26 29.89 29.69 2.920 96 "09.97 "0".99 930.00 "60.00 200.39 502.96 2 2.76 2.921 97 "03.95 "0".32 930.00 "60.00 99.9" 506.02 25.82 2.921 98 "02.89 "00.96 930.00 "60.00 9737 513.2= =22.96 2.921 99 " 2.92 "0 "9 930.00 "60.00 98.99 509.09 28.88 2.922 50 "05.00 "0.67 930.00 "60.00 22.96 98.79 28.67 2.922 09.97 " 2.99 930.00 "60.00 200.53 501.86 11.73 2.922 2 " 2.95 "0.32 930.00 "60.00 99.6" 504.93 1.80 2.923 2 02.89 "00.96 930.00 "60.00 "97 512.15 21.94 2.923 `'9 "03.92 "0 "9 930.00 "60.00 "98.64 507.99 17.'86 2.92= "05.00 "0.67 930.00 "60.00 20.65 97.70 407.65 2.924 56 "09.97 "0".99 930.00 "60.00 200.73 500.77 10.71 2.924 "03.95 "0.32 930.00 "60.00 99.8" 503.83 13.78 2.925 8 "02.89 "00.96 930.00 "60.00 97.76 511.05 20.92 2.925 9 "03.92 "0 "9 930.00 "60.00 98.88 506.90 16.84 2.925 60 "09.97 "0.99 930.00 "60.00 200.93 99.67 409.69 2.926 6" "05.00 "0.67 930.00 "60.00 20.85 96.60 406.63 2.926 62 "02.89 "00.96 930.00 "60.00 97.96 509.96 19.90 2.926 63 "03.95 "0.32 930.00 "60.00 200.0" 502.74 12.76 2.926 69 "03.92 "0 "9 930.00 "60.00 99.08 505.80 15.82 2.927 65 "02.89 "00.96 930.00 "60.00 98.6 508.87 18.88 2.928 66 "09.97 "0".99 930.00 "60.00 22.2 98.57 408.67 2.928 67 "05.00 "0.67 930.00 "60.00 202.05 95.50 405.61 2.928 68 "03.95 "0.32 930.00 "60.00 200.20 501.64 11.73 2.928 69 "03.92 "0 "9 930.00 "60.00 99.28 504.71 1.80 2.929 70 "02.89 "00.96 930.00 "60.00 "98.36 507.77 417.86 2.930 "09.97 "0".99 930.00 "60.00 2K.32 2.2 =07.65 2.930 72 "03.95 "0.32 930.00 "60.00 200.90 500.54 410.71 2.930 73 "05.00 "0.67 930.00 "60.00 202.29 494.40 40.59 2.930 79 "03.92 "0 "9 930.00 "60.00 "99.98 503.61 413.78 2.930 "0.89 "00.6" 930.00 "60.00 "96.3" 51.98 25.00 2.931 76 "09.97 "0".99 930.00 "60.00 2K52 96.37 =06.63 2.932 " 2.95 " 2.32 930.00 "60.00 200.60 X99.5 409.69 2.932 78 "0.89 "00.6" 930.00 "60.00 "96.50 513.89 23.98 2.932 79 "05.00 "0.67 930.00 "60.00 202.99 493.30 403.57 2.932 80 "03.92 "0 "9 930.00 "60.00 99.67 502.52 12.76 2.932 8" "05.00 "0.67 930.00 "60.00 203.93 '7.79 398.47 2.932 82 "02.37 "00.79 930.00 "60.00 "96.69 515.20 25.00 2.933 83 "0.89 "00.6" 930.00 "60.00 "96.70 512.80 22.96 2.933 89 "02.37 "00.79 930.00 "60.00 "96.89 51.11 23.98 2.933 85 "03.95 "0".32 930.00 "60.00 200.80 98.35 408.67 2.933 86 "09.97 "0".99 930.00 "60.00 20".72 495.27 405.61 2.933 87 "03.92 "0 9 930.00 "60.00 99.87 501.=2 11.73 2.93= 88 "05.00 "0.67 930.00 "60.00 202.69 492.20 402.55 2.934 89 "02.37 "00.79 930.00 "60.00 "97.09 513.02 422.96 2.934 90 "0.89 "00.6" 930.00 "60.00 "96.90 511.71 421.94 2.934 9" "02.37 "00.79 930.00 "60.00 97.2 511.93 421.94 2.935 92 "0".32 "00.99 930.00 "60.00 95 97 51.76 C25.00 2.935 93 "05.00 "0.67 930.00 "60.00 203.23 88.89 399.49 2.935 99 "09.97 "0".99 930.00 "60.00 202.7" 89.77 400.51 2.935 95 "03.95 "0".32 930.00 "60.00 200.99 497.25 407.65 2.935 96 "02.37 "00.79 930.00 "60.00 "97.93 510.83 420.92 2.935 97 "09.97 "0".99 930.00 "60.00 20.92 49.17 40.59 2.935. 98 "03.92 "0 9 930.00 "60.00 200.07 500.32 10.71 2.935 99 0.89 "00.6" 930.00 "60.00 "97.0 510.61 420.92 2.936 Cr'-'ca a-_ure Surface ;c-rc-e Inersec�s: 2L: "05.00 YL: "0.67 2R: 930.00 YR: 160.00 Cenre: YC"98.3" YC: 5"6.30 Rad-us: R: 25.00 2enera�ed fa--ure surface: ;20 pc -nos; 05.00 "0.67 "22.99 98 .. 90."" 95.30 157.84 93.23 175.64 91.90 92.98 9.32 ?.9? 9 ,0 %%9 92 42 26.91 9.0'8 26.60 96.50 282•6 99.6`, ?99.8 03.`9 36.82 "08.15 993.85 113•=9 350.6= 119.5.3 367.7 26.28 383.39 "33.7" 399.29 "4.82 1 150.59 30.00 160.00 9_±ce Gecm.e=y and Prcper�-es - Cr -ca- Fa--ure Surface (c-rc-e ", 2 slices) S_ -S Base P:re;ater Normal Test 'r; Let Area 9ng-e WLhh Leng2 '_a-- 5ches-cn Phi Weight Force Stress Factor 05.00 "8.06 8.2" 8.37 2 0.00 J5.0 2257.'88 1150.15 282.26 1.07 2 2.2" 63.98 9.28 9.97 3 "00.00 18.0 8138.07 407.13 89.22 1.04 22.99 77.48 -°•v 6.98 7.07 3 "00.00 1'8.0 9957.'89 896.09 14=5.9= 1.03 9 29.97 "69.99 -9." "0.65 "0.78 9 2000.00 20.0 21210.8 10390.96 2126.32 1.03 85 -6.7 8.86 8.92 9 2000.00 20.0 22971.71 11173.65 2693.89 1.02 6 "98.98 ?3.?? -6.7 8.86 8.92 9 2000.00 20.0 27539.72 13395.6'8 3213.26 1.02 "57.89 297.98 -9.3 8.90 8.92 9 2000.00 20.0 32009.56 15517.15 3666.67 1.01 8 "66.79 280.28 -9.3 8.90 8.92 9 2000.00 20.0 3611.21 17538.13 133.21 1.01 9 75.64 3.69 •9 8.92 8.92 9 2000.00 20.0 40131.63 1956.71 5.31.65 1.00 0 "89.56 390.73 -9 8.92 8.92 9 2000.00 20.0 3'809.34 21272.99 =944.'86 1.00 93.98 368.39 0.6 8.92 8.92 9 2000.00 20.0 47275.'8 22985.65 5288.12 1.00 2 202.90 399.2 0.6 8.92 8.92 9 2000.00 20.0 50485.21 259.14 5647.61 1.00 2.32 9"7.66 3.0 8.9" 8.92 9 2000.00 20.0 53387.86 26096.98 5935.51 0.99 4 220.2 990.03 3.0 8.9 8.92 9 2000.00 20.0 5611'8..6 270.67 62=0.95 0.99 229."5 959.29 5.9 2.28 8.92 9 2000.00 20.0 5'20.40 2872.87 x-73.2 0.99 6 238.23 478•g 5.4 8.88 8.92 9 2000.00 20.0 6067.6 29970.=, 672.61 0.99 296.9" "70.32 7.8 3.09 3."" 9 2000.00 20.0 21572.08 10726.61 6897.57 0.99 250.00 90.28 7.8 7.30 7.37 9 2000.00 20.0 51868.36 25279.2 6951.86 0.99 9 7.30 920.77 7.8 7.30 7.97 9 2000.00 20.0 5.3063.12 2821.71 7111.75 0.99 20 269.60 "69.36 "0.2 2.8" 2.85 9 2000.00 20.0 20690.2 9471.13 716.25 0.99 2" 267.90 373.92 "0.2 6.30 6.90 3 "00.00 18.0 46923.22 20938.35 7360.96 1.00 22 22.70 379.3 "0.2 6.30 6.90 3 "00.00 18.0 0572.25 20486.89 760.5.7 1.00 23 280.00 "30.99 "0.2 2.6 2.20 3 "00.00 18.0 16393.21 6933.04 783.29 1.00 29 282.6 99.5" "2.6 ".6" 3 "00.00 18.0 11818.5 5038.50 7409.70 1.00 25 283.73 968.93 "2.6 7.92 8.2 2 0.00 X5.0 58553.30 2 882 84 7167.74 0.97 26 29.66 959.9" "2.6 7.92 8.2 2 0.00 X5.0 56801.55 23986.86 6952.34 0.97 27 299.8 30.99 M.0 5.92 5.6" 2 0.00 X5.0 3778.28 16007.68 6716.80 0.97 28 305.00 "63.83 M.0 3.00 3."" 0.00 15.0 18021.55 865..2 5.73.05 0.95 29 308.00 467.8 M.0 8.82 9.2 2 0.00 X5.0 =75.86 2520.50 6388.6 0.97 30 36.82 430.Th 7.4 8.2 8.92 z 0.00 3.5.0 53768.17 22559.N 600.26 0.97 32 39 907.93 7.4 8.2 8.92 2 0.00 3.5.0 5092 .68 21073.6 5725.58 0.97 2 333.85 377.83 9.8 8.90 8.92 2 0.00 3.5.0 0228.25 1989.=9 530.18 0.9'8 33 392.25 32.95 9.8 8.90 8.92 2 0.00 35.0 “05.5.98 17806.36 086.50 0.98 39 350.69 320.39 22.2 8.26 8.92 2 0.00 35.0 40048.5 16025.60 5.73.02 0.98 2`,8.9 29252 22 2 8.26 8.92 2 0.00 .0 36565.1 1147 59 0•-- 0.9'8 36 367.7 58 .`.,0 29.6 8.`" 8.92 2 0.00 3.5.0 32312.05 12173.91 3721.3 0.99 37 37.28 228.35 29.6 8."" 8.92 2 0.00 X5.0 2853.30 10104.50 3280.09 0.99 38 383.39 92.87 27.0 95 8.92 2 0.00 3.5.0 2108.60 791.18 2797.18 1.00 39 39.F9 "60.69 27.0 95 8.92 2 0.00 3.5.0 20080.37 5683.91 2318.3= 1.00 90 399.29 7.0" 29.9 7.25 8.33 2 0.00 3.5.0 1626.21 3187.54 1820.58 1.01 9" 906.59 87.35 29.9 7.25 8.33 2 0.00 X5.0 10918.49 1062.51 13.0.06 1.01 92 93.80 6.2 9. 5 8.0 9 2 0.00 3.5.0 7640.3 0.00 821.07 1.02 93 92.90 20.37 3.8 8.0 9.59 2 0.00 3.5.0 256.81 0.00 273.27 1.02 X-SArea: 760 °` 2 h Leng_h: 339.09 X -S Weight: 14'83411.'8'8 LET1_. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0' licensee: J & I Consulting Prcjec : D?C S' e • ?:A8""9 D?C -n-ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 3 Full+150.gmf Prccessed: 05 Aug 209 Dna-ys-s " - Case 3 - Fu-- Reservc-r Of Se bar. va-er-a- ?rcper�-es ;7 ma�er-a-s '_a er-a-: " Cohen -on "50.00 _a er-a-: 2 Cohen -on 0.00 '_a er-a-: Cohen -on 00.00 _a er-a-: 9 Cohen -on 2000.00 Cohen -on 0.00 '_a er-a-: 6 Cohen -on 50.00 _a er-a-: Cohen -on 00.00 r'chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 22.0 "3".00 Au_c r'chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 3.0 "25.00 Au_c r'chr-Ccu-curb "sc_rcp-c) Ph- Un± We-ghRu Au_c r'chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 20.0 "9".00 Au_c r'chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 95.0 ""0.00 Au_c r'chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru "6.0 20.00 Au_c r'chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 2.0 "00.00 Au_c Ga er ?rcper -es Un--_ we-gh_ cf 62.900 'a-er-a- ?rcf--es ;7 prof --es Prcf--e: ;2 pc-n_s 0.00 "60.00 Prcf--e: 2 ;2 pc-n_s) 0.00 "00.00 Prcf--e: 3 ;2 pc-n_s 0.00 97.00 Prcf--e: 9 ;2 pc-n_s) 305.00 "60.00 Prcf--e: 5 ;2 pc-n_s 308.00 "60.00 Prcf--e: 6 ;2 pc-n_s 308.00 "00.00 Prcf--e: 7 ;2 pc-n_s 305.00 97.00 S_cpe Surface ;7 pc -_s) 0.00 565.00 "00.00 "60.00 - Sverburden - Sand and Crave- - Weaihered Bedrecs_ - SJab-e Bedrecs_ - S-urry Wa-- - „-ay - S - Un-we-ghcf wa�er/med-um abcve ground: 62.00 Y_a er-a- beneaih: 2 - Sand and Crave- 305.00 "60.00 Va�er-a- beneaih: 3 - Weaihered Bedrea_ 305.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 305.00 97.00 Va�er-a- beneaih: 5, - Slurry 'Ara__ 308.00 "60.00 Y_a er-a- beneaih: 2 - Sand and Crave- 580.00 "60.00 Va�er-a- beneaih: 3 - Weaihered Bedrea_ 580.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 580.00 97.00 Phrea�-c Surface ;9 pc -n= 0.00 "50.00 Fa--ure Surface "00.00 580.00 "00.00 "00.00 "60.00 "50.00 280.00 160.00 250.00 150.00 In -a- c-rcu-ar surface fcr cr _-ca- search def-ned by: XL,XR,R Inersec�s: XL: "05.00 YL: "0.67 XR: 930.00 YR: Cen_re: X : "98.3" YC: 56.30 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a- pcs-_-cns range: XL "0.00 20 XR 67.5'0 20 50.00 50 RESULS: Yna-ys-s " - Case 3 - Fu-- Reservc-r Of Se_bac_. B-shcp S-mp__f-ed `e_hcd cf D.na-,s - T rcu-ar Fa--ure Surface Cr_--ca- Fa--ure Surface Search us-ng Yu p C-rc-e Cenera-cn Techniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: .;.979 Pna-ys-s Sulrlrary There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces ca- ;m -n -mum; Fac cr cf Sate -_y: 9.62 30.00 160.00 580.00 150.00 160.00 425.00 497.50 150.00 Resu- s Sununary - Lc yes 99 rac cr cf Sate -_y c-rc_es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 "0.67 930.00 "60.00 "98.3" 516.30 25.00 .622 <-- Critical Surface 2 "05.00 "0.67 930.00 "60.00 "98.5" 515.21 C23.98 4.625 3 05.00 "0.67 930.00 "60.00 "98.7" 2.12 22.96 .628 9 "05.00 "0.67 930.00 "60.00 "98.90 513.02 21.94 .631 "05.00 "0.67 930.00 "60.00 99.0 511.93 20.92 .6.-i. 6 "09.97 "0".99 930.00 "60.00 97.98 516.08 25.00 .636 "05.00 "0.67 930.00 "60.00 99.29 510.84 19.90 .638 0 "09.97 "0".99 930.00 "60.00 98.7 51=.99 =2.9'9 .639 9 "05.00 "0.67 930.00 "60.00 99.99 509.75 18.88 .61 0 "09.97 "0".99 930.00 "60.00 98.37 513.90 =22.96 .6=2 05.00 "0.67 930.00 "60.00 99.69 508.65 17.86 644 % "09.97 "0".99 930.00 "60.00 "98.`7 512.80 =21.9= .65. 2 05.00 "0.67 930.00 "60.00 99.88 507.56 16.84 647 9 "09.97 "0".99 930.00 "60.00 98.76 511.71 =20.92 .6 03.95 "0".32 930.00 "60.00 97.69 515.86 25.00 .69 "6 05.00 "0.67 930.00 "60.00 200.08 506.7 15.82 .650 09.97 "0".99 930.00 "60.00 "98.96 510.62 19.90 .651 Y 03.9` K32 930.00 "60.00 97.89 51 2 .77 =.9'9 .652 "9 "05.00 "0.67 930.00 "60.00 200.27 505.37 1.80 .653 20 "09.97 "0".99 930.00 "60.00 "99.6 509.53 418.88 4.654 2" "03.95 "0".32 930.00 "60.00 "98.09 513.68 22.96 .655 22 "05.00 "0.67 930.00 "60.00 200.97 504.28 413.78 x.656 23 "09.97 "0".99 930.00 "60.00 "99.5 508.3 417.86 x.657 29 "03.95 "0".32 930.00 "60.00 "98.23 512.59 21.94 4.658 25 "05.00 "0.67 930.00 "60.00 200.67 503.18 412.76 4.659 26 "09.97 "0".99 930.00 "60.00 "99.5 507.34 416.84 x.660 27 "03.95 "0".32 930.00 "60.00 "98.93 511.9 20.92 4.661 28 "05.00 "0.67 930.00 "60.00 200.86 502.09 411.73 x.662 29 "09.97 "0".99 930.00 "60.00 "99.7 506.25 415.82 x.62 30 "03.92 "0 "9 930.00 "60.00 97.3" 515.64 25.00 .663 3" 03.95 "0.32 930.00 "60.00 98.63 510.40 19.90 .664 2 "05.00 "0.67 930.00 "60.00 20".06 500.99 10.71 .666 33 03.92 "0 "9 930.00 "60.00 9? 51.55 23.98 666 39 "09.97 "0".99 930.00 "60.00 90.09 505.15 1.80 .666 35 03.95 "0".32 930.00 "60.00 98.82 509.31 18.88 .667 36 "03.92 "0 "9 930.00 "60.00 97.70 513.6 22.96 .668 37 "05.00 "0.67 930.00 "60.00 20-.26 99.89 409.69 .669 38 "09.97 "0".99 930.00 "60.00 200.9 504.06 13.78 .669 39 "03.95 "0.32 930.00 "60.00 99.02 508.21 17.86 .670 90 "03.92 "0 "9 930.00 "60.00 97.90 512.37 21.94 .671 9" "09.97 "0".99 930.00 "60.00 200.39 502.96 12.76 .672 92 "05.00 "0.67 930.00 "60.00 20".96 98.79 408.67 .672 93 "03.95 "0".32 930.00 "60.00 99.22 507.12 16.84 .672 99 "03.92 "0 "9 930.00 "60.00 98.0 511.27 20.92 .674 95 "09.97 "0".99 930.00 "60.00 200.53 501.86 11.73 .675 96 "05.00 "0.67 930.00 "60.00 20.65 97.70 407.65 .675 97 "03.95 "0".32 930.00 "60.00 99.9" 506.02 15.82 .675 98 "02.89 "00.96 930.00 "60.00 96.97 515.2 25.00 .676 99 "03.92 "0 "9 930.00 "60.00 "98.29 510.18 19.90 .677 50 "09.97 "0".99 930.00 "60.00 200.73 500.77 10.71 .678 05.00 "0.67 930.00 "60.00 20.85 96.60 406.63 .678 2 "03.95 "0".32 930.00 "60.00 99.6" 504.93 1.80 .678 2 02.89 "00.96 930.00 "60.00 "97 51.33 23.98 678 59 "03.92 "0 "9 930.00 "60.00 98.99 509.09 18.88 .679 "09.97 "0".99 930.00 "60.00 200.93 99.67 409.69 .681 56 "03.95 "0".32 930.00 "60.00 99.8" 503.83 13.78 .681 "05.00 "0.67 930.00 "60.00 202.05 95.50 405.61 .681 8 "02.89 "00.96 930.00 "60.00 97.37 513.24 22.96 .681 9 "03.92 "0 "9 930.00 "60.00 98.69 507.99 17.86 .682 60 "09.97 "0.99 930.00 "60.00 20.3 98.57 408.67 .684 6" "02.89 "00.96 930.00 "60.00 97 512.15 21.94 684 62 "03.95 "0".32 930.00 "60.00 200.0- 502.74 12.76 .684 63 "0`.00 "0.67 930.00 "60.00 202.29 9=. 2 =0.59 .6'9= 69 "03.92 "0 "9 930.00 "60.00 "98.88 506.90 16.84 .685 65 "02.89 "00.96 930.00 "60.00 97.76 511.05 20.92 .687 66 "09.97 "0".99 930.00 "60.00 20".32 97.7 407.65 .687 67 "03.95 "0".32 930.00 "60.00 200.20 501.64 11.73 .687 68 "05.00 "0.67 930.00 "60.00 202.99 93.30 403.57 .687 69 "03.92 "0 "9 930.00 "60.00 99.08 505.80 15.82 .688 70 "05.00 "0.67 930.00 "60.00 203.93 97.79 398.47 .689 "02.89 "00.96 930.00 "60.00 97.96 509.96 19.90 .689 72 "03.95 "0".32 930.00 "60.00 200.90 500.54 410.71 4.690 73 "09.97 "0".99 930.00 "60.00 20".52 496.37 406.63 x.690 79 "03.92 "0 "9 930.00 "60.00 "99.28 504.71 41.80 4.690 "05.00 "0.67 930.00 "60.00 202.69 92.20 02.55 691 76 "02.89 "00.96 930.00 "60.00 "98.6 508.87 418.88 .692 "03.95 "0".32 930.00 "60.00 200.60 99.5 409.69 .693 78 "05.00 "0.67 930.00 "60.00 203.23 88.89 399.9 4.693 79 "09.97 "0".99 930.00 "60.00 20".72 95.27 05.61 .693 80 "03.92 "0 "9 930.00 "60.00 99.98 503.61 13.78 .693 8" "05.00 "0.67 930.00 "60.00 202.89 91.10 401.53 .694 82 "02.89 "00.96 930.00 "60.00 "98.36 507.;; 17.86 .695 83 "03.95 "0".32 930.00 "60.00 200.80 98.35 408.67 .696 89 "09.97 "0".99 930.00 "60.00 20.92 9.17 =0.59 .696 85 "03.92 "0 "9 930.00 "60.00 "99.67 502.52 12.76 .696 86 "09.97 .0..99 930.00 .60.00 202.7" 489.77 20.51 87 .05.00 .0..67 930.00 .60.00 203.09 489.99 400.51 88 .03.95 .0..32 930.00 .60.00 200.99 497.25 407.65 89 .103.42 .10.1..14 930.00 .160.00 .199.87 501.42 411.73 90 "09.97 .0..99 930.00 .60.00 202."" 493.07 403.57 9. "09.97 .0..99 930.00 .60.00 202.5" 490.87 401.53 92 .0..89 .00.6. 930.00 .160.00 .196.11 514.98 425.00 93 .03.95 .0..32 930.00 .160.00 20.1..19 496.15 406.63 99 .03.92 .0.."9 930.00 .60.00 200.07 500.32 410.71 95 "02.37 .00.79 930.00 .60.00 .96.69 515.20 425.00 96 "09.97 .0..99 930.00 .60.00 202.3" 491.97 402.55 97 .05.00 .0..67 930.00 .60.00 209.92 482.26 393.37 98 "02.37 .00.79 930.00 .60.00 .96.89 51.11 423.98 99 .0..89 .00.6. 930.00 .160.00 .196.50 513.89 423.98 Cr'-'ca a-_ure Surface ;c-rc-e In_ersec_s: 2L: .05.00 YL: .0..67 2R: 930.00 YR: 160.00 Cen_re: YC.98.3. YC: 5" 2 6.30 Rad-us: R: 5.00 2enera_ed fa--ure surface: ;20 pct _S .05.00 .0..67 .22.99 98..1.1 90."" 95.30 157.84 93.23 175.64 91.90 93.98 9. 32 2"" 32 9. `0 %%9 9?..2 26.91 9.0'7 26..60 96.50 282..6 99.6`, ?99.F,8 02.`9 3.6.82 .08.15 113,.9 350.6. 119.5.3 367..1 26.28 383.39 "33.7" 399.29 "4".82 1 150.59 30.00 160.00 - Cecmery and Prcper�-es - Cr -ca- Fa' ure Surface (c-rc-e ", 2 slices) SI -S Base P:re;ater Normal Test 'r; Lef_ Area 9ng-e WLIth Length '_a-- Cches-cn Phi Weight Force Stress Factor .05.00 .8.06 8.2. 8.37 2 0.00 5.0 2257.'88 25691.39 3210.16 1.05 2 " 2.2" 63.98 9.28 9.97 3 .00.00 18.0 8138.07 30113.60 3636.28 1.04 3 .22.49 7.98 -9 - 6.98 7.07 3 .00.00 18.0 9957.89 23126.6. .018.36 1.02 9 .29.97 .69.99 -9..1 .0.65 .0.78 9 2000.00 20.0 21210..8 36223.65 ..71.93 1.03 "90 '77.85 -6.7 8.86 8.92 9 2000.00 20.0 22971.71 307.6.90 1.02 6 "98.98 2"3.22 -6.7 8.86 8.92 9 2000.00 20.0 275.39,72 3132 .'8'8 21'82.29 1.02 "57.89 297.98 -9.3 8.90 8.92 9 2000.00 20.0 32009.56 31796.95 546.83 1.01 8 .66.79 280.28 -9.3 8.90 8.92 9 2000.00 20.0 361.1.21 32166.26 1.01 9 5.69 3"".69 9 8.92 8.92 9 2000.00 20.0 .0131.63 32.31.2. 5973.62 1.00 .0 .89.56 390.73 9 8.92 8.92 9 2000.00 20.0 43809.3. 32592.12 6201.00 1.00 .93.98 368.39 0.6 8.92 8.92 9 2000.00 20.0 2 275.'8 326.9.10 637..74 1.00 "2 202.90 399..2 0.6 8.92 8.92 9 2000.00 20.0 5.N 85.21 32601.3. 658.71 1.00 2 2"".32 4.7.66 3.0 8.9. 8.92 9 2000.00 20.0 5.3387.86 32..8.9. 6667.95 1.00 "9 220.23 990.03 3.0 8.9. 8.92 9 2000.00 20.0 56118.36 32192.56 6788.39 1.00 229.-c 959.29 5.4 8.88 8.92 9 2000.00 20.0 58 20.2 31832.20 6853.19 1.00 6 238,03 478.9 5.4 8,88 8.92 9 2000.00 20.0 6067.03 1367 6920.10 1.00 296.9. .70.32 7.8 3.09 3."" 9 2000.00 20.0 21 2.08 10826.2 6926.19 1.00 250.00 4.0.28 7.8 7.30 7.37 9 2000.00 20.0 51868.36 25279.2 7009.19 1.00 9 ,`,7.30 920.77 7.8 7.30 37 9 2000.00 20.0 5.3063.12 2'821.71 7170..9 1.00 20 269.60 .69.36 .0.2 2.8" 2.85 9 2000.00 20.0 20690.2 9.71.13 722.10 1.00 2" 267.90 373.92 .0.2 6.30 6.90 3 .00.00 18.0 46923.22 20938.35 7393.73 1.00 22 23.70 379.53 .0.2 6.30 6.90 3 .00.00 18.0 .O 72.25 20486.89 7-9..61 1.00 23 280.00 .30.99 .0.2 2..6 2.20 3 .00.00 18.0 16393.21 6933.0. 7517.86 1.00 29 282..6 99.5. .2.6 ".6" 3 .00.00 18.0 11818.5 5038.50 7.52.09 1.01 25 283.73 968.93 .2.6 7.92 8..2 2 0.00 35.0 .30 2 882 8 728.02 0.99 26 29..66 959.9" .2.6 7.92 8..2 2 0.00 X5.0 56801.55 23986.86 7030.57 0.99 27 299.58 30..99 5.0 5.92 5.6. 2 0.00 X5.0 3778.28 16007.68 6806.88 0.99 28 305.00 .63.83 Th.0 3.00 3."" 0.00 15.0 18021.55 86.5.2. 5830.70 0.98 29 308.00 967.8" 5.0 8.82 9.2 2 0.00 X5.0 '75.86 2.520.50 6.7.83 0.99 30 3.6.82 20."5 7.9 8.52 8.92 2 0.00 3.5.0 2768.17 22559.0. 612.66 1.00 3" 325.39 907.93 _7.9 8.52 8.92 2 0.00 3.5.0 50928.68 21073.6. 5816.77 1.00 32 333.85 377,83 9.8 8.90 8.92 2 0.00 3.5.0 =722'8.25 19.89.9 --7.12 1.01 33 392.25 352.95 9.8 8.90 8.92 2 0.00 3.5.0 “055.98 17806.36 5079.06 1.01 39 350.69 320.39 22.2 8.26 8.92 2 0.00 3.5.0 .00.8.45 16025.60 .669.80 1.02 2` 3`'8.9. 292.52 22 2 8.26 8.92 2 0.00 .0 36565.2 1.1.7 59 .260.52 1.02 36 367.7 58 .`.,0 29.6 8.`" 8.92 2 0.00 3.5.0 32312.05 12173.91 3'712.95 1.03 37 375.28 228.35 29.6 8."" 8.92 2 0.00 X5.0 2850.30 1010..50 3363..8 1.03 38 32.39 '92.87 27.0 95 8.92 2 0.00 3.5.0 2.108.60 79.1.18 2879.01 1.0. 39 39..39 .60.69 27.0 7.9', 8.92 2 0.00 X5.0 20080. 3.7 5683.91 2390..8 1.0. 90 399.29 7.0" 29.9 7.25 8.33 2 0.00 3.5.0 1.626.21 3187.54 1888.30 1.06 9" 906.59 87.35 29.9 7.25 8.33 2 0.00 X5.0 10918..9 1062.51 1397.16 1.06 92 4.3.80 6...2 325 8..0 9 2 0.00 3.5.0 76.0..3 0.00 862.85 1.07 93 92..90 20.37 3".8 8..0 9.59 2 0.00 3.5.0 25.6.81 0.00 287.33 1.08 X-SArea: "_"_760. 99 Path Leng_h: 339.09 X -S Weight: 1.'8321.'8'7 "05.00 "0".67 938.68 "90.00 "90.26 5.. .00 362.50 76 "05.00 "0".67 935.00 "90.00 "90.89 2.56 350.56 07.95 "0".32 935.53 "90.00 "87.78 452.10 360.66 78 "04.47 "0".49 436.58 "90.00 "89.1 =51 13 35.9.7= 79 "09.97 "0".99 935.00 "90.00 "88.96 “7.39 356.07 80 "09.97 "0".99 935.00 "90.00 "88.69 - . 2 356.99 81 "05.00 "0".67 937.63 "90.00 "90.23 = 1.17 35.9.7= 82 "09.97 "0".99 935.53 "90.00 "89.1 =8.30 356.99 83 "05.00 "0".67 935.53 "90.00 "90.72 352.40 89 "03.92 "01."4 935.00 "90.00 "86.56 =53.98 362.50 85 "05.00 "0".67 936.05 "90.00 "90.32 355.15. 86 "05.00 "0".67 93`•.00 "90.00 "90.57 =2.57 351.='8 87 "09.97 "0".99 436.58 90.00 188.87 -52.1. 360.66 88 "04.47 "0".49 937.63 190.00 189.17 . .96 362.50 89 "03.95 "0".32 936.05 -90.00 -87.93 53.01 361.58 90 "04.47 "0".49 935, 5,3 "90.00 '88,84 9.31 357.91 91 "05.00 "0".67 437.11 .90.00 "90.35 9.25 357.91 92 "04.47 "0".49 936.05, 190.00 "89.26 9.21 357.91 93 "05.00 "0".67 935.53 "90.00 "90.45 I.50 353.32 94 "05.00 "0".67 935.00 "90.00 "90.30 -1.59 352.10 95 "05.00 "0".67 936.05 "90.00 "90.86 353.32 96 "09.97 "0".99 437.11 90.00 "89.29 .52.0. 360.66 97 "05.00 "0".67 936.58 "90.00 "90.97 . 356.07 98 "05.00 "0".67 936.05 "90.00 "90.59 5.2 4.23 99 1 05.00 101. 67 438.16 190.00 190. 65, X1.07 359.7. 9r -ca- 7a--ure Surface ;c-rc-e In-ersec_s: 2L: "05.00 YL: "0".67 2R: 935.00 YR: 190.00 Cen_re: "87.32 Y5: 959.69 Rad-us: R: 362.50 enera_eI to-_ure surface: ;20 pc-n_s "05.00 "0".67 "23.33 97.89 141.84 95.06 160.47 93.19 179.16 "97.88 92.35 2"6.58 93.28 225, 9 05 ,., 253.68 98.32 271.99 90 07 ,07.06 707.88 ,.83 325 37 9.51 -2.=9 127.0'8 359.19 775,.99 49.82 79"."8 15A.95 906.34 165.87 =21.01 177.57 -3. 5.00 - Cecmery and Prcper�-es - Cr -ca- Fa' ure Surface (c-rc-e ", -- slices) SI -S Base Pcre;ater Normal X Lef_ Area 9.ng-e ?-d_h Leng_h '_a - 5ches-cn Phi We i ght Fcrce Stress "05.00 "7.63 ".6 8.09 8.26 2 0.00 X5.0 2204.29 2843.50 5332.80 2 113.09 73.09 ".6 "0.25 "0.96 3 "00.00 18.0 9302.94 55540.19 5787.56 3 23 33 65.69 -8.7 F,.87 3 "00.00 1'8.0 2.51 31731.-, 6166.76 9 -29.14 90.52 -8.7 6.35 6.92 9 2000.00 20.0 11668. 65. 35060.98 6525.18 "35.99 ""0."" -8.l 6.35 6.92 9 2000.00 20.0 1.216.5.. 3512.70 6798.26 6 141.84 "94.71 9 "i1 9.36 4 2000.00 20.0 25.1-3.92 52219.70 7056 ..9 232.32 9.3" 9.36 9 2000.00 20.0 299'-.89 52765.785.76 8 60.97 268. 2.8 9 35 9.36 4 2000.00 20.0 6 .96 53170.3 , 0 635.•17 9 '69.82 302.-4 -2.8 9.35 9.36 9 2000.00 20.0 7895.34 "0 "79."6 333.65 0.2 9.36 9.36 9 2000.00 20.0 2858.58 8073.50 2362.56 0.2 9.36 9.36 9 2000.00 20.0 6=67.97 39.36 826. ; -97.88 270"3 "i.1 6.56 6.57 4 2000.00 20.0 9.'85 '8 .'88 .31 "3 209.99 282."0 38 6.56 6.57 4 2000.00 20.0 3 008.12 3.7339.03 "4 211.00 299.28 3." 5.58 5.58 9 2000.00 20.0 31796.07 31633.20 8523.01 2"6.58 23."0 6." 4 "i1 4.36 4 2000.00 20.0 55239.=6 52638. 9. 85.. 9. "6 225.88 952.70 6." 9.3- 9.36 9 2000.00 20.0 5.771 .76 52057.19 8620.16 235."9 5"7.05 9." "0.22 "0.35 9 2000.00 20.0 65854.05 56721.46 8604.13 "8 295.9" 93".30 9." 8.26 8.37 3 "00.00 18.0 .5088.2 8708.2 9 255.68 42 ,5, 2.0 .89 8.07 3 "00.00 1'8.0 =4'8.36 .271=.93 8660.27 20 26".57 "85.58 "2.0 3.93 3.5" 2 0.00 35.0 2.:5.56.23 18316.41 =7.30 2. 265.00 382.0" "2.0 6.99 7.14 2 0.00 X5.0 8505.34 36777.28 8518.75 22 271. 99 443.80 15.0 8.01 8.30 0.00 3. 5 .0 56310.81 =1785. .8 806.16 23 280.00 503.38 15.0 9.00 9.32 2 0.00 3.5.0 63975.02 45597.38 8305.82 24 289.00 52' 70 17.6 9.44 9 90 z 0.00 3. 5.0 67652.28 .6815.•.3 813=•9- 25 298.94 532.55 � 9 9.99 9.92 2 0.00 X5.0 6�� .86 5009.587 944.85 26 307.88 49".87 20.9 8.74 9.36 2 0.00 3. 5 .0 625'85 59 .059.. 1 769. .=0 25 3"6.62 488. 20.9 8.74 9.36 2 0.00 .0 62125 86=. - 61.52 28 325. 37 472.06 23 9 8.5,6 9.36 2 0.00 .0 60086.56 36562.34 7159.13 29 33393 464.08 23.9 8.56 936 2 0.00 3. 5 .0 590'87.96 50.7'8 6'869.7= 30 392.99 503.59 26.8 9 F,1 "0.66 2 0.00 3. 5.0 6 1 36267.57 688.17 3" 352.00 370.29 26.8 9 8.06 2 0.00 3. 5.0 .7192. 05 25288.86 6210.90 32 359."9 "30."6 29.8 2.57 2.97 2 0.00 3. 5.0 165.9 .51 883.. .94 6049.02 33 36".77 905.72 29.8 8.23 9.99 6 "50.00 22.0 5163. 5 53 26 29 = 6002.85 34 370.00 259. 29.8 .44 6.27 G 50.00 22.0 32252.04 15 927 50 566'8.60 i5, 575.44 335.29 32 ' 7.87 9.36 6 "50.00 22.0 .2 69.'81 2102.53 5125.0'8 36 383.3 %gF,.88 "i'2.7 8 9.36 6 150.00 22.0 3.728 .71 5.79 .'81 37 39"."8 "28.99 35 e 3.82 9.70 0.00 =5.0 1 1 =.18 811-.35 332.32 38 395.00 "00."3 35.7 3.2" 3.96 2 0.00 3. 5.0 12573.. 73 6211.97 39 398.2. 1 8.99 35.7 4.18 ."4 6 "50.00 22.0 14911.07 6218.98 90 902.39 "02.2" 35.7 9.00 9.92 2 0.00 3. 5.0 12776.3.7 6010.43 2919.41 2 406.39 "59.98 38.7 5" 9.36 2 0.00 5.0 19372.12 879.79 23'89. Z 4% 413.70 112.24 38. .3" 9.36 2 0.00 .0 1 030.13 6=. 171=.9= 43 42".0" 66.74 2.6 7.29 9.69 2 0.00 5.0 2.06 196 .77 992.91 99 928.25 20.26 4".6 6.75 9.03 2 0.00 35.0 2532.62 0.00 312.26 X -S Area: "2702.73 Path Length: 555,.68 X -S Weight: 1615227.00 92.29 102.22 135.53 190.00 Test Factor 1.07 1.0= 1.03 1.03 1.03 1.02 1.02 1.01 1.01 1.00 1.00 1.00 1.00 1.00 0.99 0.99 0.99 1.00 1.00 0.98 0.98 0.98 0.98 0.98 0.98 0.99 0.99 0.99 0.99 1.01 1.01 1.02 1.07 1.07 1.10 1.10 1.00 1.06 1.13 1.06 1.08 1.08 1.11 1.11 ,LENA 7.2 Ana ys-s Resu-�s tiers-cn: licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?C -n-ng S -e\S-cpe Saab y\Ca na\Y_cde-s\D?C Case 4 RD.gmf Processed: 30 Jul 2019 11:18:30 IA_A: ina-ys-s " - Case 9 - Rap -d Draw Dcwn va-er-a- ?rcper�-eS ;7 ma�er_a-Si '_a er-a-: " Cchee-on "50.00 '_a er-a-: 2 Cchee-on 0.00 '_a er-a-: Cchee-on 00.00 '_a er-a-: 9 Cchee-on 2000.00 a er-a-: Cchee-on 0.00 '_a er-a-: 6 Cchee-on 50.00 '_a er-a-: Cchee-on 00.00 Y_chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 22.0 "3".00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 3.0 "25.00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- Un± We-ghRu Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 20.0 "9".00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 95.0 ""0.00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru "6.0 20.00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 'a-er-a- Prcf--es („ prof --es Prcf--e: ;2 pc -n �s 0.00 "85.00 Prcf--e: 2 ;2 pc -n s 0.00 "60.00 Prcf--e: 3 ;2 pc -n �s 0.00 "56.00 Prcf--e: 9 ;2 pc -n �s 0.00 "00.00 Prcf--e: 5 ;2 pc -n �s 0.00 97.00 Prcf--e: 6 ;2 pc -n s 85.00 "85.00 Prcf--e: 7 ;2 pc -n �s 88.00 "85.00 Prcf--e: 8 ;2 pc -n s) 88.00 "60.00 Prcf--e: 9 ;2 pc -n �s 88.00 "56.00 Prcf--e: "0 ;2 pc -n �s 88.00 "00.00 Prcf--e: "" ;2 pc -n �s 85.00 97.00 S-cpe Surface ;9 pc -_s) 0.00 "00.00 - Sverburden - Sand and Crave- - Weaihered Bedrecs_ - SJab-e Bedrecs_ - S-urry - „-ay Un-ae-ghcf wa�er/med-um abcve ground: 62.00 Y_a er-a- beneaih: 2 - Sand and Crave- 85.00 "85.00 Va�er-a- beneaih: 6 - Clay 85.00 "60.00 Y_a er-a- beneaih: 2 - Sand and Crave- 85.00 "56.00 Va�er-a- beneaih: 3 - Weaihered Bedree_ 85.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 85.00 97.00 Va�er-a- beneaih: 5, - S-urry 88,88, 85.00 Y_a er-a- beneaih: 2 - Sand and Crave- 988.00 "85.00 Va�er-a- beneaih: 6 - Clay 988.00 "60.00 Y_a er-a- beneaih: 2 - Sand and Crave- 988.00 "56.00 Va�er-a- beneaih: 3 - Weaihered Bedree_ 988.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 988.00 97.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 355.00 185.00 325.00 175.00 In -_a- crcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "nersecs: 2L: "05.00 YL: "0.67 2R: 905.00 YR: Cen_re: n. YC: 995.37 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns range: XL "0.00 20 XR 50.00 20 50.00 50 RESULS: D.na-ys-s " - lase 9 - Rap -d Dra 1 Dc In B-shcp S-mp__f-ed `sAhcd cf D.na-ys-s - :rcu-ar Fa--ure Surface Cr -ca- Fa--ure Surface Search us-ng Y_u---p-e C-rc-e Cenera-cn Techniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 9 88.00 185.00 .00 175.00 185.00 350.00 Ana -t s -s Surmnaa There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca" ;m-2mun Fac_cr cf Resu" s Surmnary - Lc wes 99 Sac cr cf 2fe y c-rc_es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 "0.67 905.00 "85.00 "0 350.00 1.521 <-- Critical Surface 2 "05.00 "0.67 905.00 "85.00 7.9" 24.27 32.98 1.530 3 05.00 "0.67 905.00 "85.00 3.17 3.O.96 1.535 9 "09.97 "0.99 905.00 85.00 0.5 w•1= 350.00 1.52 05.00 "0.67 905.00 "85.00 "72.02 2.07 36.94 1.52 6 "05.00 "0.67 905.00 "85.00 "72.32 2.975.92 1.52 "09.97 "0.99 905.00 "85.00 04 38.98 1.551 8 05.00 "0.67 905.00 85.00 72.63 39.87 3.90 1.555 9 "09.97 "0".99 90`..00 8`.00 7.46 3O.96 1.557 0 "05.00 "0.67 905.00 "85.00 72.99 3.877 388 1.561 09.97 "0".99 90`..00 8`.00 .76 !1.8= 36.14 1.562 2 "03.95 "0".32 905.00 "85.00 "70.59 91 350.00 1.56 2 05.00 "0.67 907.63 "85.00 "73.26 95 350.00 1.565 9 "05.00 "0.67 905.00 "85.00 "73.29 7.66 342.86 1.566 09.97 "0".99 90`.,.00 8`,.00 72.07 35.92 1.568 6 "03.95 "0".32 905.00 "85.00 "70.90 3.81 38.98 1.570 05.00 "0.67 907.63 "85.00 2.7 3.8 38.98 1.571 "8 05.00 "0.67 90`..00 8`.00 2 36.56 31.8= 1.572 9 "09.97 "0".99 905.00 "85.00 72.38 39.6 3.90 1.573 20 "03.95 "0".32 905.00 "85.00 ".2" 2.71 32.96 1.575 %" 05.00 "0.67 907.63 8`.00 2.87 3O.96 1.576 22 "05.00 "0.67 905.00 85.00 "73.86 5.6 30.82 1.578 23 "09.97 "0.99 905.00 "85.00 "72.68 1.579 29 "03.95 "0.32 90`.,.00 8`,.00 '1.61 36.94 1.581 ,` "05.00 "0.67 907.63 8`.00 74..7 3.6.9= 1.582 26 "03.92 "0 "9 905.00 "85.00 "70.39 4.68 350.00 1.583 27 "05.00 "0.67 905.00 "85.00 "79.6 339.80 1.583 28 "09.97 "0.99 907.63 "85.00 "73.0" --_4.72 350.00 1.583 29 "09.97 "0".99 905.00 "85.00 "72.99 32.86 1.584 30 "03.95 "0".32 905.00 "85.00 ".82 40.51 35.92 1.586 3" 05.00 "0.67 907.63 8`.00 ,79.98 35.92 1.58 32 " 2.92 "0 "9 905.00 "85.00 "70.65 38.98 1.588 33 09.97 "0".99 907.63 8`.00 7 3.61 8.9'8 1.589 39 "05.00 "0.67 905.00 "85.00 74.47 33.24 1.589 35 09.97 "0".99 905.00 "85.00 "73.30 36.33 31.84 1.590 36 "03.95 "0".32 905.00 "85.00 "72.2 39.1 3.90 1.591 37 "05.00 "0.67 907.63 8`.00 79.78 2 9.2 =.90 1.5.93 38 "03.92 "0 "9 905.00 "85.00 '70.95 =2.48 3O.96 1.593 39 "09.97 "0".99 907.63 8`.00 7.62 =2.51 3O.96 1.59= 90 "05.00 "0.67 905.00 "85.00 79.78 3.2.1 33.7.76 1.595 9" "09.97 "0".99 905.00 "85.00 "73.60 25.22 30.82 1.596 92 "03.95 "0".32 905.00 "85.00 "72.93 38.31 1.597 93 "05.00 "0.67 907.63 "85.00 75.09 1.599 99 "03.92 "0 "9 905.00 8`.00 ".26 !1.38 36.14 1.599 95 "09.97 "0".99 907.63 8`.00 73.92 3.6.9= 1.600 96 "05.00 "0.67 905.00 "85.00 75.09 31.03 33.6.73 1.601 97 "09.97 "0".99 905.00 "85.00 73.9" 3.12 339.80 1.601 98 "02.89 "00.96 905.00 "85.00 "70.09 350.00 1.601 99 "03.95 "0".32 907.63 "85.00 72.7` 2 350.00 1.601 50 "03.95 "0.32 905.00 "85.00 "72.79 3.7.20 32.86 1.602 05.00 "0.67 90.26 "85.00 75.9" 51 350.00 1.603 2 "03.92 "0 "9 905.00 "85.00 40.285.92 1.604 2 05.00 "0.67 907.63 "85.00 7.39 37.22 302.86 1.604 `'4 "09.97 "0".99 907.63 8`.00 74.22 =0.30 35.92 1.605 05.00 "0.67 905.00 "85.00 5.39 29.92 33.5.71 1.606 56 "02.89 "00.96 905.00 "85.00 70.398.98 1.606 "03.95 "0".32 907.63 "85.00 "73.06 .98 1.607 8 "09.97 "0".99 905.00 "85.00 "79.22 33.01 Q 78 1.607 9 "03.95 "0".32 905.00 "85.00 "73.05 36.10 31.84 1.608 60 "05.00 "0.67 90.26 "85.00 `.72 3.41 38.98 1.609 6" "03.92 "0 "9 905.00 "85.00 ".87 39.18 x=4.90 1.609 62 "05.00 "0.67 907.63 "85.00 55.70 36.11 31.84 1.610 63 "09.97 "0".99 907.63 8`.00 74.3 39.20 3.90 1.611 69 "02.89 "00.96 905.00 "85.00 "70.70 2.25 3O.96 1.612 65 "03.95 K.3? 407.63 85.00 73.36 -C2.28 3O.96 1.612 66 "05.00 "0.67 905.00 85.00 75.70 28.81 33.69 1.612 67 "09.97 "0".99 905.00 "85.00 "79.3 31.90 33.7.76 1.612 68 "03.95 "0".32 905.00 "85.00 "73.35 X4.99 3.0.82 1.613 69 "05.00 "0.67 90.26 8`.00 76.02 '2.30 3.O.96 1.61= 70 "03.92 "0 "9 905.00 "85.00 "72.'8 38.07 33.88 1.615 "05.00 "0.67 907.63 "85.00 "76.00 25.01 30.82 1.616 2 "09.97 "0".99 907.63 8`.00 79.83 3.8.09 33.88 1.616 73 "02.89 "00.96 905.00 "85.00 ".0" 41.15 36.94 1.617 79 "03.95 "0".32 907.63 8`.00 7.67 1.1'8 3.6.9= 1.617 05.00 "0.67 905.00 "85.00 "76.0" 27.70 333.67 1.618 76 "09.97 "0".99 90`..00 8`.00 79.83 30.79 33.6.73 1.618 "03.95 "0".32 905.00 "85.00 2.66 3.3.88 33.9.80 1.619 7R "03.92 "0 "9 907.63 8`.00 72 5C, 26 350.00 1.619 79 "02.37 "00.79 905.00 "85.00 69.89 -4.23 350.00 1.619 80 .05.00 .0..67 20.26 .85.00 76 3% 1.20 3=6.9= 8. .103.42 .10.1 . .1 9 905.00 .185.00 .172.49 436.97 32.86 82 .1C9.97 .10.1.49 9" 0.26 .185.00 ..6 .28 350.00 83 .05.00 .0..67 907.63 .85.00 .176.3.1 33.90 339.'80 89 "09.97 .0..99 907.63 .85.00 ."9 -36.99 3 2.'86 85 .02.89 .00.96 905.00 .85.00 _7.1.K 0.05 3=5.92 86 .0325 .10.1.32 . 907.63 85.00 17307 0.07 3 5.92 87 "09.97 .0..99 905.00 .85.00 5."9 29.68 33.5.71 88 .05.00 .0..67 905.00 .85.00 .76.32 26.58 332.65 89 .03.95 .0..32 905.00 .85.00 -2.97 32.78 90 .03.92 .0.."9 907.63 .85.00 .72.80 3.15 3'8.98 9. .02.37 .00.79 905.00 .85.00 .70."9 3.12 3=8.98 92 .105.00 .10.1.67 9" 0.26 .185.00 .176.62 0.09 3=5.92 93 .103.42 .10.1 . .1 9 905.00 .185.00 .172.79 5.86 341.84 99 "09.97 .0..99 9"0.26 .85.00 "55.96 3.17 3=8.98 95 .05.00 .0..67 907.63 .85.00 "76.2 =32.79 338.78 96 .02.89 .00.96 905.00 .85.00 ..62 38.95 3 .90 97 "09.97 .0..99 907.63 .85.00 55.99 88 3.1.8. 98 .0325 .10.1.32 . 907.63 85.00 79 28 0'.97 3 .90 00 '09.97 .0..99 905.00 .85.00 _ 5.95 28.57 3.4. 69 9r -ca_ a-_ure Surface (c_rc-e 1.620 1.620 1.621 1.621 1.622 1.622 1.623 1.62= 1.62= 1.62= 1.62= 1.62= 1.62 1.62 1.626 1.627 1.627 1.627 1.628 1.629 In_ersec_s: 2L: .05.00 YL: .0..67 2R: 905.00 YR: 185.00 Cen_re: .'0 YC: 995.37 Rad-us: R: 350.00 Cenera_e:I 2-_ure surface: ;20 pc -_s) .05.00 .0..67 - 98.87 28.2 96.'88 25.55 2.71 17253 2.37 89.5,0 95,.8`, 206.03 97..16 ??.--i.'28 99.28 2=0.01 102.22 256.5, 105.96 272.93 .0.5" 229.05 ..2.89 309.90 .2..95 320. 2 128.82 335.60 136.43 3',0.39 99.78 369.76 `,3.83 378.67 .163.56 392.10 173.96 05.00 1'75.00 - Cecmery and Prcper�-es - Cr -ca- Fa' ure Surface (c-rc-e ", -5 slices) SI -S Base P:re;ater Normal Test 'r; Lef_ Area9ng-e WLIth Length '_a-- Tches-cn Phi Weight Force Stress Factor .05.00 29.85 -9 5 9.96 "0."0 2 0.00 3.5.0 3106.08 1572.10 324.77 1.10 2 ""9.96 95.36 -9.5 6.78 6.88 3 .00.00 18.0 5731.68 2869.83 872.09 1.05 3 "2". ', 80.59 -6.7 7.92 97 3 '00.00 18.0 10270.55 5060.51 1321.95 1.03 9 .29.67 .08.83 -6.7 5.92 97 3 '00.00 18.0 13.92- 24 6837.99 1789.56 1.03 27 59 56..8 -9.3 8.98 9.0. 9 2000.00 20.0 200N .72 9772.26 2=7.22 1.02 " 6 96.57 -88.63 -3.0 8.08 0,00 9 2000.00 20.0 2150.09 11798.17 2803.44 1.02 206.3. 2 8.99 8.99 9 2000.00 20.0 26382.76 12876.46 312.40 1.01 8 .69.09 23. '8 8,99 8.99 9 2000.00 20.0 29590'.19 1.66.3.3 3521.17 1.0'1 9 .72.53 255.96 ..6 8.99 8.99 9 2000.00 20.0 325“ .30 1590'3.88 .2 0.99 .0 .8..02 277.92 ..6 8.99 8.99 9 2000.00 20.0 35257.55 17318.20 4103.05 0.99 .89.50 260.36 9.9 7.95 7.97 9 2000.00 20.0 33005.83 16294.81 288.83 0.98 "2 .96.96 279.60 9.9 7.95 7.97 9 2000.00 20.0 3.016.70 17185.67 516.2 0.98 2 209.9" 77 ."2 9.9 2.03 2.03 3 .00.00 18.0 9734.41 826.38 4760.25 0.99 "9 206.93 330."7 7.2 8.92 8.99 3 .00.00 18.0 41.'2.77 20765.52 463.03 0.98 2"9.86 399.88 7.2 8.92 8.99 3 .00.00 18.0 2278.30 21690.65 5061.89 0.98 "6 223.28 .72.80 .0.0 9..0 9..6 3 "00.00 18.0 21623.39 10947.73 5166.21 0.98 227.38 27".-c .0.0 6.3" 6.9" 2 0.00 3.5.0 33893.62 17178.82 5168.57 0.94 233.69 277.93 .0.0 6.3. 6.9" 8 0.00 36.0 3678.66 175776.70 5288.30 0.22 _9 290.0" 28 99 2 0.00 .0 6=72.70' 27'%5.12 6.'1 0.93 %0 248,24 37g ,3 2 8,'28 8,99 2 0.00 3.5.0 .03.91 . .5. 2.C25.5.--, .52.50 0.93 2. 256.55 265.-2 5.72 5.93 2 0.00 35.0 33139.5 17169.60 5 68.86 0.92 22 262.28 266.93 5.72 5.93 2 0.00 35.0 33366.31 17287.14 5506.29 0.92 23 268.00 23".70 9.93 "2 2 0.00 35.0 2891.69 15005.22 537.52 0.92 29 272 93 333 3. .8 2 7.07 7.95 2 0.00 3.5.0 .156.25 2190'7.11 5!90.69 0.91 25 280.00 926.90 .8.3 9.05 9.53 2 0.00 35.0 53182.01 29058.51 587.96 0.91 26 289.05 372.09 2 7.92 8.99 2 0.00 35.0 46352.38 24884.13 5410.90 0.91 27 296.95 368.8.1 7.92 8.99 2 0.00 3.5.0 -59=2.5, 2=66. 363.09 0.91 28 309.90 356.58 23.4 76 8.99 2 0.66' .0 .17.65. 2 17.6 20.06 2237 0.91 29 3.2.66 350.0. 23.9 5.76 8.99 2 0.00 35.0 .0595.79 2982.32 51-0.67 0.91 30 320.92 202.57 26.6 9.58 "2 2 0.00 35.0 25229.29 14141.91 4997.43 0.91 2 325.00 230.26 26.6 5.30 5.93 2 0.00 3.5.0 28676.40 1578.28 4892.90 0.91 32 330.30 225.53 26.6 5.30 5.93 2 0.00 3.5.0 2808.92 1476.05 =771.12 0.91 2 335.60 305.02 29.9 7.90 8.99 2 0.00 3.5.0 37979.62 19326.82 546.29 0.91 39 393.00 292.90 29.9 7.90 8.99 2 0.00 3.5.0 36.02.55 17116.97 323,3= 0.91 35 350.39 ."2 32.2 9.6. 5.95 2 0.00 3.5.0 21797.88 9777.16 070.68 0.92 36 35,5.00 334.26 32 9.76 0.06' .0 .15.87.10 17-52,36 3.6 .17 0.92 37 369.76 93.93 35.0 -i.79 2 0.66' 0.0 11616.'79 -750,79 13'.70 0.92 38 367.87 59.33 35.6' 72 6.48 G 50.00 16.0 1923 . 0. 7 00.69 3076.10 1.0'8 39 333.52 -"8.2. 35.0 5.09 6.2. 2 0.00 X5.0 1.075.9 512.45 2396.09 0.92 90 378.67 "20."3 37.8 6.33 8.00 2 0.00 3.5.0 15016.66 .8 8.18 1896.79 0.93 9' 385.00 96..2 37.8 3.00 3.79 0.00 2.0 5073.26 1272.46 1233.55 0.84 42 388,00 5.1 .72 37,8 9..0 2 0.00 .0 6=6=.6= 71 120'6.27 0.93 . 93 392 ..10 %.76 90.5 .60 z 0.00 30.0 1595.== 01.71 952.50 0.9= 99 393.3. 93.89 90.5 5.85 7.69 2 0.00 3.5.0 509.75 0.00 672.61 0.94 95 399."`, "9.6. 90.5 5.85 7.69 2 0.00 35.0 1826.59 0.00 224.20 0.94 X -S Area: 9726.53 Path Leng_h: 322.63 'x S Weight: 121868 88 ,LENA 7.2 Ana ys-s Resu-�s Vers-cn: licensee: J & I Consulting Prcjec: PPG S e P:\"8""9 PPG -n-ng S -e\S-cpe Saab y\Ca na\Y_cde-s\D?C Case 4 Full.gmf Processed: 30 Jul 2019 11:19:36 I;Y.-D.: D.na-ys-s " - Case 9 - Fu-- Reservc-r va-er-a- Frcper�-eS ;7 ma�er_a-Si '_a er-a-: " Cchee-on "50.00 '_a er-a-: 2 Cchee-on 0.00 '_a er-a-: Cchee-on 00.00 '_a er-a-: 9 Cchee-on 2000.00 a er-a-: Cchee-on 0.00 '_a er-a-: 6 Cchee-on 50.00 '_a er-a-: Cchee-on 00.00 Y_chr-Ccu-cmb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 22.0 "3".00 Au_c Y_chr-Ccu-cmb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 3.0 "25.00 Au_c Y_chr-Ccu-cmb "sc_rcp-c) Ph- Un± We-ghRu Au_c Y_chr-Ccu-cmb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 20.0 "9".00 Au_c Y_chr-Ccu-cmb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 95.0 ""0.00 Au_c Y_chr-Ccu-cmb "sc_rcp-c) Ph- UT-L_Wegh_ Ru "6.0 20.00 Au_c Y_chr-Ccu-cmb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 2.0 "00.00 Au_c Ga er Frcper -eS Tin-ae-ghcf wa�er: 62.900 'a-er-a- Prcf--es („ prof --es Prcf--e: ;2 pc -n �s 0.00 "85.00 Prcf--e: 2 ;2 pc -n s 0.00 "60.00 Prcf--e: 3 ;2 pc -n �s 0.00 "56.00 Prcf--e: 9 ;2 pc -n �s 0.00 "00.00 Prcf--e: 5 ;2 pc -n �s 0.00 97.00 Prcf--e: 6 ;2 pc -n s 85.00 "85.00 Prcf--e: 7 ;2 pc -n �s 88.00 "85.00 Prcf--e: 8 ;2 pc -n s) 88.00 "60.00 Prcf--e: 9 ;2 pc -n �s 88.00 "56.00 Prcf--e: "0 ;2 pc -n �s 88.00 "00.00 Prcf--e: "" ;2 pc -n �s 85.00 97.00 S-cpe Surface ;9 pc-n_s) 0.00 "00.00 - Sverburden - Sand and Crave- - Weaihered Bedrecs_ - SJab-e Bedrecs_ - S-urry - „-ay Un-ae-ghcf wa�er/med-um abcve ground: 62.00 Y_a er-a- beneaih: 2 - Sand and Crave- 85.00 "85.00 Va�er-a- beneaih: 6 - Clay 85.00 "60.00 Y_a er-a- beneaih: 2 - Sand and Crave- 85.00 "56.00 Va�er-a- beneaih: 3 - Weaihered Bedree_ 85.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 85.00 97.00 Va�er-a- beneaih: 5, - S-urry 88,88, 85.00 Y_a er-a- beneaih: 2 - Sand and Crave- 988.00 "85.00 Va�er-a- beneaih: 6 - Clay 988.00 "60.00 Y_a er-a- beneaih: 2 - Sand and Crave- 988.00 "56.00 Va�er-a- beneaih: 3 - Weaihered Bedree_ 988.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 988.00 97.00 Phrea�-c Surface ;9 pc -n= 0.00 _75.00 Fa--ure Surface "00.00 "00.00 "00.00 _75.00 355.00 185.00 325.00 175.00 In -_a- crcu-ar surface fcr cr-_ca- search def-ned by: XL,XR,R "nersecs: 2L: "05.00 YL: "0.67 2R: 905.00 YR: Cen_re: n. 67.38 YC: 958.76 Radius: R: Var-_ab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns range: XL "0.00 20 XR 50.00 20 75.00 50 RFSULS: D.na-ys-s " - Case 9 - Fu-- Reservc-r B-shcp S-mp__f-ed `ethcd cf ina-ys-s - C,rcu-ar Fa--ure Surface Cr -ca- Fa--ure Surface Search us-ng Y_u---p-e C-rc-e Cenera-cn Techniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 3.965 88.00 185.00 .00 175.00 185.00 362.50 Ana -t s -s Surmnaa There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca- (nLi-Lrnurn; Fac_cr cf Safe , : 2.6 Resu- s Surmnary - Lcwes 99 Sac cr cf Safe y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Centre Y -Centre Radius FoS 05.00 "0.67 905.00 "85.00 "67.38 5.8.76 362.50 2.606 <-- Critical Surface 2 "05.00 "0.67 905.00 "85.00 "67.89 57.12 360.97 2.644 3 05.00 "0.67 905.00 "85.00 "68.29 5.9 359.44 2.671 9 "09.97 "0".99 905.00 "85.00 "67.3 362.50 2.683 05.00 "0.67 905.00 "85.00 68.7957.91 2.698 6 "09.97 "0".99 90`•.00 85.00 "67 58 56.90 360.97 2.709 "05.00 "0.67 907.63 "85.00 69.57 C..7 362.50 2.726 8 "05.00 "0.67 905.00 "85.00 "69.20 52.21 356.38 2.726 9 "09.97 "0".99 905.00 "85.00 "68.03 ,5.27 359.44 2.75 0 "03.95 "0".32 905.00 "85.00 "66.878.31 362.50 2.77 05.00 "0.67 905.00 "85.00 "69.66 50.57 3585 2.753 ; "05.00 "0.67 907.63 85.00 70.02 56,73 360.97 2.757 3 09.97 "0".99 905.00 85.00 "68.99 ..6 357.91 2.767 9 "03.95 K3? 905,.00 85.00 "67 32 56.6'8 360.97 2.769 05.00 "0.67 905.00 "85.00 0."" 8.93 353.32 2.789 6 "09.97 "0".99 905.00 "85.00 "68.99 51.99 356.38 2.785 09.97 "0".99 907.63 "85.00 69.3"8.15 362.50 2.787 "Y 05.00 "0.67 907.63 85.00 70.47 555 09 9 == 2.7'%'% "9 03.95 "0.32 905.00 85.00 "67.78 5.0= 359.== 2.785 20 "03.92 "0 "9 905.00 "85.00 "66.6" 58.09 362.50 2.798 2" "05.00 "0".67 905.00 "85.00 "70.57 X47.29 351.79 2.805 22 "05.00 "0.67 907.63 "85.00 70.92 - 557.91 2.806 23 "09.97 "0".99 905.00 "85.00 "69.90 450.35 3585 2.807 29 "09.97 "0".99 907.63 85.00 "69.76 56,5.1 360.97 2.'809 25 "03.95 "0".32 905.00 "85.00 "68.23 53.40 357.91 2.810 26 "03.92 "0 "9 905.00 "85.00 "67.07 456.5 360.97 2.815 27 "05.00 "0.67 907.63 "85.00 5.37 451.81 35x.38 2.828 28 "05.00 "0.67 905.00 "85.00 7.03 0.64 350.26 2.828 29 "09.97 "0".99 905.00 "85.00 69.86 8.71 353.32 2.830 30 "05.00 "0.67 90.26 "85.00 7.74 L7.97 362.50 2.830 3" 09.97 "0.99 907.63 85.00 "70.2" 359,== 2.'831 32 "03.95 "0.32 905.00 "85.00 "68.69 51.76 356.38 2.82 33 03.95 "0".32 907.63 "85.00 "69.05 5.7.92 362.50 2.834 39 "03.92 "0 "9 905.00 "85.00 "67.52 .82 359.44 2.836 35 02.89 "00.96 905.00 "85.00 "66.36 5.7.87 362.50 2.842 36 "05.00 "0.67 907.63 "85.00 7.83 50.16 5.85 2.851 37 "05.00 "0.67 905.00 "85.00 7.98 --4.00 38.72 2.852 38 "09.97 "0".99 905.00 "85.00 70.3" 7.06 351.79 2.852 39 "05.00 "0.67 90.26 "85.00 "72.9 56.33 360.97 2.853 90 "09.97 "0".99 907.63 "85.00 70.66 5...2 357.91 2.853 9" "03.95 "0".32 905.00 "85.00 "69.5 50.12 35.8 2.854 92 "03.95 "0".32 907.63 "85.00 "69.50 56.28 360.97 2.856 93 "05.00 "0.67 905.00 "85.00 7.94 42.35 37.19 2.857 99 "03.92 "0 "9 905.00 "85.00 "67.98 53.18 357.91 2.858 95 "02.89 "00.96 905.00 "85.00 "66.8" 56.23 360.97 2.862 96 "05.00 "0.67 907.63 "85.00 "72.28 8.52 353.32 2.865 97 "09.97 "0".99 905,.00 85.00 70 1 350.26 2.'86'8 98 "05.00 "0.67 90.26 85.00 5,.69 5.68 35.9.== 2.87 99 "09.97 "0".99 907.63 "85.00 ."2 51.58 356.38 2.875 0 "09.97 "0".99 407.63 85.00 9.9= 2.'876 "09.97 "0".99 9"0.26 85.00 .9Y 362.50 2.877 2 "03.95 "0".32 905.00 "85.00 "69.60 53.32 2.877 05.95 K.3? 907.65 85.00 "69.96 -.6 35.9.== 2.'7„ 59 "03.95 0".32 905.00 85.00 "70.06 -46.83 551.79 2.879 03.92 "0 "9 905.00 "85.00 "68.99 51.54 356.38 2.879 56 "03.92 "0 "9 907.63 "85.00 "68.80 5.7.70 362.50 2.881 "02.89 "00.96 905.00 "85.00 "67.27 5.59 359.44 2.883 8 "05.00 "0.67 905.00 "85.00 "72.90 40.70 35.66 2.883 9 "09.97 "0".99 90.26 "85.00 7.93 56.10 360.97 2.885 60 "05.00 "0.67 907.63 85.00 52.73 ==6.'R7 351.79 2.'7'7. 6" "03.95 "0.32 907.63 "85.00 "70.9" 53.00 357.91 2.887 62 "09.97 "0.99 905.00 "85.00 ".23 8.72 2.887 63 "05.00 "0.67 90.26 "85.00 73.09 53.04 357.91 2.889 69 "02.37 "00.79 905.00 "85.00 "66.0 5.7.64 362.50 2.889 65 "03.92 "0 "9 905.00 "85.00 "68.89 9.90 3585 2.891 66 03.42 0" "9 907.63 85.00 "69.25 56.06 360.97 2.'79'7 67 "05.00 "0.67 905.00 85.00 52.86 39.04 3.13 2.898 68 "05.00 "0.67 907.63 "85.00 "73.9 =5.22 350.26 2.900 69 "09.97 "0".99 905.00 "85.00 7.69 42.12 37.19 2.902 70 "02.89 "00.96 905.00 "85.00 67.72 452.95 357.91 2.903 "05.00 "0.67 90.26 "85.00 "73.9 51.39 356.38 2.903 72 "09.97 "0".99 907.63 85.00 5,.02 -'8.29 353.32 2.9N 73 "03.95 "0".32 905.00 "85.00 "70.52 5.19 350.26 2.906 79 "05.00 "0.67 92.89 "85.00 73.90 5.7.56 362.50 2.907 09.97 "0".99 90.26 85.00 52.38 -.6 359.== 2.907 76 "03.95 "0".32 907.63 85.00 70.86 51,36 356.38 2.90'8 "02.37 "00.79 905.00 "85.00 "66.56 56.01 360.97 2.909 78 "02.89 "00.96 907.63 "85.00 "68.59 5.7.7 362.50 2.911 79 "03.92 "0 "9 905.00 "85.00 "69.35 448.25 353.32 2.911 80 "03.95 "0".32 90.26 "85.00 8" "05.00 "0.67 905.00 "85.00 82 "03.92 "0 4 907.63 "85.00 83 "05.00 "0.67 907.63 "85.00 89 "02.37 "00.79 905.00 "85.00 85 "09.97 "0".99 905.00 "85.00 86 "05.00 "0.67 90.26 "85.00 87 "02.89 "00.96 905.00 "85.00 88 "04.47 "0".49 907.63 5 5.00 89 "03.95 "0".32 905.00 "85.00 90 "05.00 "0.67 92.89 "85.00 9" "09.97 "0".99 90.26 "85.00 92 "03.95 "0".32 907.63 "85.00 93 " 5.42 "0 4 905.00 "85.00 94 " 5.95 " K.32 40.26 " 85.00 95 " 5.42 "0 4 907.63 "85.00 96 "05.00 "0.67 905.00 "85.00 97 "05.00 "0.67 907.63 "85.00 98 "0.84 "00.6" 905.00 "85.00 99 "04.47 "0".49 905.00 "85.00 9r -ca_ a-_ure Surface ;c-rc_e Inersec�s: 2L: "05.00 YL: "0.67 Cen„re: YC67.38 YC: 458.76 2enera�ed fa--ure surface: ;20 pc5 _S 05.00 "0.67 "2".7 99.4 89.37 96.93 206.24 98.05., 272.59 ".85 288.62 7.4 399.99 "45.6" 369.92 "`0.49 _-.%% .52 362.50 2.912 '_-33% - 39 3=2.60 2.913 "69.70 2 359.„ 2.91= "5.64 3.72 2.91= "67.0" - 359.„ 2.916 . -2 = 0.-, .66 2.916 -244 =95, 2.917 60.5 -51.31 X6.3 2.917 -2.48 -,6.6, 351.79 2.91E 70.98 -- - 3,E.72 2.920 '_-4.3' -55.91 360.97 2.921 '_-2.83 ,52.E1 357.91 2.921 32 -9.71 2.922 69.8" -6.61 X1. 4 2.92, .6- 360.97 2.926 0." -52., .91 2.927 -3-8 - '1.07 2.923 -9.0 ='1.92 3,7.19 2.929 6.85 ,2 35.50' 2.929 %.6" 3E.E1 3.13 2.931 2R: 905.00 YR: 185.00 Rad-us: R: 362.50 58 59 97.,0 155.50 96.,5 172.,, 96.29 223.03 "00.56 239.70 103 . 256.22 107 31 309.95 "_?3.17 319.97 129.9, 35.17 13 - 378.92 "64.02 391.95 17,.20 '05.00 1'85.00 - Yecmery and Prcper�-es - Cr -ca- Fa' ure Surface (c-rc-e ", -- slices) S, -S Base P:re;ater Normal Test 'r; Let Area F.ng-e W±dh Leng5 '_a-- 5ches-cn Phi Weight Force Stress Factor 05.00 7.90 -8.6 5 59 2 0.00 X5.0 921.93 25733.20 1689.31 1.05 2 ""0.3 22.20 -8.6 5.53 5.59 2 0.00 X5.0 277,.77 26023.96 4915.92 1.05 3 6.06 38.28 -8.6 5.69 3 "00.00 18.0 482,.63 27078.79 51,8.98 1.03 4 2 5 -5.9 8,42 8.47 3 "00.00 1'8.0 106-6.00 -031= 51 5,16.27 1.0'2 30.7 4.75 9 8.42 8.97 3 "00.00 1'8.0 1 55.29 ,0 7,.19 5717.'83 1.0'2 6 "38.9 "2.09 5.2 7.8 7.9 3 "00.00 18.0 15,58.22 3,921.'87 596,.76 1.01 "95.78 "96.05 5.2 9.73 9.79 9 2000.00 20.0 25015 53 7.25 6252.10 1.01 5,0 98.99 -0.5 8.97 8.97 4 2000.00 20.0 2559.62 ,1526.66 6,,1.-, 1.00 9 68.97 22 -0.5 8.97 8.97 4 2000.00 20.0 2 2.,- , 5 6'e., 6629.6, 1.00 0 72.40 296.30 2 8.96 8.97 4 2000.00 20.0 31267 ,1506.38 67,1.90 1.00 80.90 267.50 2." 8.96 8.97 9 2000.00 20.0 3387,.5Q ,1339.36 6873.15 1.00 % 89.37 286.8 4.8 8.44 8.97 3 "00.00 1'8.0 ..61 9.26 ,1068.55 6990.,0 0.99 97.80 303.9" 9.8 8.99 8.97 3 "00.00 18.0 38260.3'8 ,0692.83 7065.01 0.99 4 206.29 236.82 7. 6.28 6.39 3 "00.00 18.0 29726.,5 301,0.70 7093.83 0.99 22.2 299.78 6.28 6.39 3 '00.00 18.0 30638.87 2981,.16 7107.35 0.99 6 28.8" "69.27 7. 9.23 9.27 2 0.00 X5.0 21159.21 19887.38 7082.91 0.97 25.03 342.5,5, 0.2 8.39 8.97 2 0.00 ..5.0 ,2'1'.'82 89,2.5, 705.02 0'.97 23".37 353.25 "0.2 8.39 8.97 2 0.00 35.0 ,"1 0.89 38152.51 7036.35 0.97 9 ?39.70 8.79 %.8 8.26 8.47 0.00 35.0 7259.98 6968.25 0.97 20 24796 365.96 "2.8 8.26 8.47 2 0.00 35.0 ,1 3626-.9'1 x'897.03 0,97 2" 256.22 264.67 5.89 6."" 2 0.00 35.0 33.083.35 25513.99 6789.57 0.97 22 262."" 266.60 5.89 6."" 2 0.00 X5.0 3332,.39 2,889.,7 6706.52 0.97 23 268.00 206.57 4.54 4.7" 2 0.00 X5.0 25803.56 18737.01 6629.50 0.97 24 272.5A 340.99 "0.2 7.46 7.86 2 0.00 3.5.0 ,2520.63 30362.70 6,79.27 0.97 25 280.00 394.33 "8.2 8.62 9.08 2 0.00 35.0 ,9119.2, 3586.27 6310.60 0.97 26 288.62 360.39 20.9 7.9" 8.47 2 0.00 X5.0 „891.10 29779.35 608,.76 0.97 27 296.59 27.38 20.9 9" 8.47 2 0.00 3.5.0 - ,1,.70 281'3=.57 0.97 20 304.45 346.06 2.G .76 8.47 2 0.00' 5.0 ,3102.20 26,93.21 560'0.60 0.9'8 9 32.2 339.87 2.G 7.76 8.47 2 0.00 35..0 ,2329.12 2,70,. 352.'17 0.9'8 0 39.97 26.00 26.2 5.03 5.60 2 0.00 X5.0 26899.70 15318.91 5093.03 0.98 325.00 24.4" 26.2 5.08 5.67 2 0.00 3.5.0 26699.97 1,616.02 ,939.75 0.98 2 330.08 20.29 26.2 5.08 5.67 2 0.00 X5.0 2618,.93 13730.15 4832.00 0.98 5 335 297.64 28.9 7.4" 8.47 2 0.00 3.5.0 37056.52 1'8772.97 -639.,- 0.99 4 342.58 285.6" 28.9 7.4" 8.47 2 0.00 35.0 35552.73 1660'9.69 ,,29.7'% 0'.99 35 349.99 "85.32 3".6 5.0" .88 2 0.00 3.5.0 23065.00 10213.57 ,199.73 1.01 6 35.00 34.73 3".6 9.42 ".06 2 0.00 X5.0 39153.32 1615,.65 377,.16 1.01 7 364.42 66.5 34.3 2.22 2.69 2 0.00 35.0 822,.29 3316.1, 3318.01 1.02 8 366.64 58.53 34.3 .87 7.0 6 50.00 16.0 19757.8, ;536.5; 3192.18 1.13 9 372.5" "3.70 34.3 5.90 7.4 2 0.00 X5.0 16962.21 5789.01 255,. ,9 1.02 40 378.42 2.80 36.9 6.58 8.24 2 0.00 3.5.0 15225.5.7 -370.,1 2013.,3 1.0, 4" 385.00 49.70 36.9 3.00 3.75 0.00 -5.0 91;.3, 11,7.92 13,0.57 0.97 42 388.00 48.58 36.9 3.95 4.95 2 0.00 3.5.0 6072.51 705.'83 1301.66 1.0, 5 39.95 52.84 39.6 6.52 8.47 2 0.00 3.5.0 660,.50 0.00 828.27 1.06 44 398.48 7.6" 39.6 6.52 8.47 2 0.00 35.0 2201.,9 0.00 276.09 1.06 X-SArea: 9428." 9 h Leng_h: 32.79 'r; -S Weight: 1599'82.62 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?G "-n-ng S -e\S-cpe Saab y\Ga na\Y_cde-s\DPG Cane 5 RD.gmf Processed: 30 Jul 2019 12:13:27 IA_A: ina-ys-s " - Case 5, - Rap -d Draw Dcwn va-er-a- ?rcper�-eS ;7 ma�er_a-Si Ya er-a-: " ;Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UT-L_Wegh_ Ru "50.00 22.0 "3.00 Au_c 7'_aer-a-: 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Grave- Cches-cn Ph- UT-L_Wegh_ Ru 0.00 3.0 "25.00 Au_c '_aer-a-: 3 ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '_aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UT-L_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5, ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Cches-cn Ph- UT-L_Wegh_ Ru 0.00 95.0 ""0.00 Au_c Yaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UT-L_Wegh_ Ru 50.00 "6.0 "20.00 Au_c Ya er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S-_ Cches-cn Ph- UT-L_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Un-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- Prcf--es ( prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 200.00 932.00 200.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "52.00 932.00 "52.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "50.00 932.00 "50.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 932.00 "00.00 Prcf-"e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 0.00 97.00 932.00 97.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 5, - S-urry 932.00 200.00 935.00 200.00 Prcf--e: 7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 935.00 200.00_5.00 200.00 Prcf--e: 8 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 935.00 "52.00 5.15.00 "52.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 935.00 "50.00_5.00 "50.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 935.00 "00.00_5.00 "00.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 932.00 97.00 5_5.00 97.00 SS-cpe Surface ;9 pc -_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 900.00 200.00 370.00 190.00 515.00 200.00 515.00 190.00 In -_a- crcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "nersecs: 2L: "05.00 YL: "0.67 2R: 960.00 YR: 200.00 Cen-_re: n. "92.25 YC: 976.65 Radius: R: 385.00 Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns range: XL X R R "0.00 30.00 20.00 20 20 50 RESULS: D.na- s -s - 7ase - Rap -d Dra 1 Dc In B-shcp S-mp__f-ed `sihcd cf D.na-yS-s - :rcu-ar Fa--ure Surface Cr -ca- Fa--ure Surface Search us-ng Y_u---p-e G-rc-e Genera-cn Techniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: ".799 Ana -t s -s Surmnaa There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca- (nLi-Lrnurn; Fac_cr cf Safe , : .60 Resu- s Surmnary - Lcwes 99 rac cr cf Safe y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 -0.67 960.00 200.00 "92.25 6.65 385.00 1.603 Critical Surface 2 "05.00 -0.67 960.00 200.00 "93.00 73.96 382.55 1.603 3 05.00 -0.67 960.00 200.00 "92.87 7.1 382.96 1.604 9 "05.00 -0.67 960.00 200.00 -92.75 86 ▪ 604 05.00 -0.67 960.00 200.00 "92.37 76.20 38.5.9 1.604 6 05.00 -0.67 960.00 200.00 "92.62 75.31 1.605 "05.00 -0.67 960.00 200.00 "92.50 .18 1.605 8 "09.97 -0.99 960.00 200.00 "92.25 5.51 3.8.18 1.608 9 "09.97 -0.99 960.00 200.00 -92.-3 75.96 38.59 1.609 0 "09.97 "0".99 960.00 200.00 "92.00 76.1 3'85.00 1.609 05.00 -0.67 960.00 200.00 93.2 73.51 382.14 1.611 2 "05.00 -0.67 960.00 200.00 93.29 =73.06 381.73 1.612 3 05.00 -0.67 960.00 200.00 93.37 72.61 381.33 1.613 9 "05.00 -0.67 960.00 200.00 93.99 72.16 380.92 1.614 05.00 -0.67 960.00 200.00 93.62 71.71 380.51 1.615 -6 09.97 "0".99 960.00 200.00 -92.37 75.06 383.78 1.615. 05.00 -0.67 960.00 200.00 93.79 71.26 380.10 1.616 "8 09.97 -0-.99 960.00 200.00 "92.50 7.62 ▪ 1.616 9 -05.00 -0.67 960.00 200.00 93.87 70.81 379.69 1.616 20 -09.97 -0.99 960.00 200.00 -92.62 7.17 382.96 1.617 2- -05.00 -0.67 960.00 200.00 -93.99 70.36 379.29 1.617 22 -09.97 -0-.99 960.00 200.00 -92.7_ 7..72 382.55 1.618 23 -05.00 -0.67 96.58 200.00 -93.2 76.35 3'85.00 1.618 29 -05.00 -0.67 960.00 200.00 -99.2 469.91 1.619 25 -09.97 -0-.99 960.00 200.00 -92.87 73.27 382.14 1.619 26 -05.00 -0-.67 96-.58 200.00 -93.6 75.90 38.5.9 1.619 27 -05.00 -0.67 960.00 200.00 -99.29 469.6 1.620 28 -09.97 -0.99 960.00 200.00 -93.00 72.82 381.73 1.620 29 -05.00 -0.67 96.58 200.00 -93.71 38.18 1.620 30 -09.97 -0-.99 960.00 200.00 93.2 72.37 381.33 1.621 3- 05.00 -0.67 960.00 200.00 99.37 69.01 378.06 1.621 2 -05.00 -0.67 96.58 200.00 93.89 75.01 383.78 1.621 33 09.97 -0-.99 960.00 200.00 93.? 71.92 3'80.92 1.622 39 -05.00 -0.67 960.00 200.00 99.99 68.56 377.65. 1.622 35 09.97 -0-.99 960.00 200.00 93.37 71.7 380.51 1.622 36 -05.00 -0.67 96.58 200.00 99.02 17.56 ▪ 1.623 37 -05.00 -0.67 960.00 200.00 -99.62 68.11 77.24 1.623 38 -09.97 -0.99 960.00 200.00 93.0 71.02 380.10 1.623 39 -05.00 -0.67 96.58 200.00 -99.9 7.11 382.96 1.624 90 -05.00 -0.67 960.00 200.00 -99.79 67.66 376.84 1.624 9- -09.97 -0.99 960.00 200.00 93.62 70.57 379.69 1.624 92 -05.00 -0.67 96.58 200.00 99.26 73.66 382.55 1.625 93 -05.00 -0.67 96.58 200.00 -99.76 71.86 380.92 1.625 99 -05.00 -0.67 960.00 200.00 -99.86 67.21 X76.3 1.625 95 -05.00 -0.67 963.6 200.00 -99.79 76.05 385.00 1.625 96 -09.97 -0.99 960.00 200.00 93.79 70.12 379.29 1.625 97 -05.00 -0.67 96.58 200.00 99.39 73.21 382.14 1.626 98 -05.00 -0.67 96.58 200.00 -99.88 71.1 380.51 1.626 99 -05.00 -0.67 960.00 200.00 -99.99 66.76 X76.02 1.626 50 -05.00 -0.67 963.6 200.00 94.9 75.60 38.5.9 1.626 09.97 -0.99 96.58 200.00 93.27 76.11 385.00 1.626 3 -09.97 -0-.99 960.00 200.00 "93.87 69.67 378. 1.627 53 05.00 -0.67 96.58 200.00 99.5- 72.76 381.73 1.627 59 -03.95 -0-.32 960.00 200.00 9" 6.17 385.00 1.627 05.00 -0.67 96.58 200.00 95.0- 70.96 380.10 1.627 56 -05.00 -0.67 963.6 200.00 95.09 75.15 38.18 1.627 -03.95 -0-.32 960.00 200.00 9.88 75.72 38.59 1.627 58 -05.00 -0.67 960.00 200.00 5 66.31 375.61 1.627 59 -09.97 -0-.99 96.58 200.00 93.90 75.66 38.59 1.627 60 -05.00 -0.67 96.58 200.00 95."3 70.5.1 379.69 1.628 6- -03.95 -0.32 960.00 200.00 92.00 =75.27 3.8.18 1.628 62 -05.00 -0.67 96.58 200.00 -99.69 72.31 381.33 1.628 63 -05.00 -0.67 963.6 200.00 95.6 -,4.70 383.78 1.628 69 -03.95 -0.32 960.00 200.00 92.3 74.82 383.78 1.628 65 -05.00 -0.67 960.00 200.00 95.29 65.86 375.20 1.629 66 -09.97 -0-.99 96.58 200.00 93.2 75.21 38.18 1.629 67 -05.00 -0.67 96.58 200.00 95.26 70.06 379.29 1.629 68 -03.95 -0.32 960.00 200.00 -92.25 629 69 -03.92 -0-.-9 960.00 200.00 75.93 3'85.00 1.629 70 -05.00 -0.67 963.6 200.00 9.28 7.25. ▪ 1.629 -03.95 -0-.32 960.00 200.00 -92.38 ,3.93 382.96 1.629 72 -03.92 -0-.-9 960.00 200.00 -9.63 L75.8 84.59 1.629 73 -09.97 -0-.99 96.58 200.00 -93.69 -7.76 383.78 1.630 79 -05.00 -0.67 960.00 200.00 -95.36 65..1 37.80 1.630 05.00 -0.67 96.58 200.00 9.38 69.61 1.630 76 -05.00 -0.67 963.6 200.00 95.9- 73.80 382.96 1.630 -03.95 -0-.32 960.00 200.00 -92.50 L73.8 382.55 1.630 78 -03.92 -0-.-9 960.00 200.00 -9.76 75.03 3.'8.18 1.630 79 -03.95 -0-.32 960.00 200.00 -92.63 73.03 382.14 1.631 80 "05.00 "0".67 96".58 200.00 2" "09.97 0".79 96".52 200.00 82 "05.00 0".67 960.00 200.00 83 "05.00 "0".67 963."6 200.00 89 "03.92 "0"."9 960.00 200.00 85 "09.97 "0".99 96".58 200.00 86 "03.95 "0".32 960.00 200.00 07 "05.00 0_.67 96".52 200.00 88 "03.95 C-.32 960.00 200.00 89 "03.92 "0"."9 960.00 200.00 90 "09.97 "0".99 96".58 200.00 9" "05.00 "0".67 963."6 200.00 92 "05.00 "0".67 960.00 200.00 93 "03.95 "0".32 960.00 200.00 99 "05.00 "0".67 96".58 200.00 95 "03.92 "0"."9 960.00 200.00 96 "05.00 "0".67 963."6 200.00 97 "03.95 "0".32 960.00 200.00 98 "09.97 "0".99 96".58 200.00 99 "05.00 "0".67 960.00 200.00 Cr'-ca_ a-_ure Surface ;c-rc-e 'Op 77 95.99 9 ,88 "99.26 92 95.63 "_9?.87 -92.00 93,89 95 65 "_95.62 "93.00 95.76 "92."3 pc, 7p °F'2 "_94.02 9`,.79 69.1 ,31 6L 95 In-ersec_s: XL: "05.00 YL: "0".67 XR: 960.00 YR: Cen-_a : Y "92.25 YC: 976.65 Rad-us: R: Yenera_ed fa--ure surface: ;20 pct _S "05.00 "0".67 ,29.80 97.60 "99.79 99.59 205.3" 9".87 225.49 93.09 295.57 °5.36 309,73 "08.95 3;3.90 "_"_4.86 342.7"_ %%. 2 396.99 -`0.26 92.29 "_6"_.42 929, `3 "2.6 - Cecmery and Prcper�-es - Cr -ca- Fa--ure Surface (c-rc-e ", 2 slices) 1.631 1.631 39 1.631 382.55 1.631 383.78 1.631 381.73 1.631 381.73 1.631 06 1.632 381.33 1.632 1.632 8296 1.632 3'8214 1.632 3.7 98 1.632 380.92 1.632 .65 1.632 8296 1.632 381.73 1.633 380.51 1.633 382.55 1.633 1.633 200.00 385.00 16.91 265.51 361.10 =5.11 92.62 98.68 130.65 186.33 185.10 285..25. 379.02 =60.00 91.72 103.05 139.99 200.00 S_ -S Base Pcre ater Normal Test 'r; Lef_ Area Fng-e WLIth Length '_a-- Cches"cn Phi Weight Fcrce Stress Factor "05.00 ".6 8."2 8.29 2 0.00 X5.0 2221.06 1131.85 286.88 1.12 2 " 2 "2 87.80 ".6 ".68 ".92 3 "00.00 18.0 11198.69 5592.77 993.60 1.07 3 "29.80 96.55 -8.6 9.00 9.05 3 "00.00 18.0 5991.65 2937.71 1531.22 1.0. 9 "28.80 6."8 -8.6 7.99 8.08 9 2000.00 20.0 1283.68 ;331.98 2104.09 1.05 "36.80 "97."2 -8.6 7.99 8.08 9 2000.00 20.0 19005. 25 9284.40 2616.54 1.05 6 "99.79 226.93 -5.6 "0.06 "0."" 9 2000.00 20.0 29253.83 1196.33 3066.93 1.03 59.85 270.09 -c.6 "0.06 "0."" 9 2000.00 20.0 32 62.79 1620 25 3631.06 1.03 8 "69.9" 3"2.2" -2.6 "0."0 "0."" 9 2000.00 20.0 4025.52 19501.42 406.67 1.01 9 75.00 350.76 -2.6 "0."0 "0."" 9 2000.00 20.0 4516.82 21909.55 =551.75 1.01 "0 "85."0 387.03 0.9 "0."" "0."" 9 2000.00 20.0 49712.54 2151.66 490.91 1.00 "95.2" 920.30 0.9 "0."" "0."" 9 2000.00 20.0 26227.32 524.72 1.00 2 205.3" 950.09 3.9 "0.09 "0."" 9 2000.00 20.0 57518.30 28133.59 5.5.87.89 0.99 2 2"5.90 977.83 3.9 "0.09 "0."" 9 2000.00 20.0 6089.21 29870.97 5920.33 0.99 "9 225.99 500.60 6.5 "0.09 "0."" 9 2000.00 20.0 63594.44 31436.85 611.12 0.98 235.53 522.80 6.5 "0.09 9 2000.00 20.0 66187.30 32831.22 6369.29 0.98 "G 295.57 236.99 9 9.93 9.99 9 2000.00 20.0 29920.29 149'89.32 6.3.'82 0.9'8 250.00 293.93 9.5 5.9" 5.98 9 2000.00 20.0 3701.93 1859.13 65.18.38 0.98 255.9" 562.25 9.5 "0."0 "0.29 3 "00.00 18.0 70528.52 35568.C2 6855.35 0.98 9 265..;- 337.85 "2. 95 6.09 3 '00.00 18.0 224.2 21591.5, 6937.09 0.98 20 27"_.46 396.79 2 6.90 7.06 z 0.00 3.5.0 0523. 93 25355. 29 6865.9 0.93. 2" 278.35 902.07 2.5 6.90 7.06 2 0.00 35.0 50190.21 25695.94 6958 20 0.93 22 285.25 579.90 9.79 "0."" 2 0.00 35.0 71702.17 37191.97 6964.30 0.93 23 299.99 579.79 9.79 "0."" 2 0.00 35.0 72370.23 37538.N 7029.19 0.93 29 309.73 573."0 2.5 9.58 "0."" 2 0.00 X5.0 7151.26 37707.97 69°8.14 0.92 25 3"9.3" 573.00 "8.5 9.58 "0."" 2 0.00 X5.0 71528.77 37701.40 6986.92 0.92 26 323.90 559.92 2".5 9.90 "0."" 2 0.00 35.0 69833.55 37518.35 6881.15 0.92 27 333.30 559.06 2".5 9.90 "0."" 2 0.00 3.5.0 69163.85 37159.04 6815.19 0.92 28 392.7" 539.05 29.5 9.20 "0."" 2 0.00 35.0 66663.69 3662.18 6647.10 0.92 29 35-.90 523.68 29.5, 9.20 "0."" 2 0.00 3.5.0 65367.03 35913.22 6517.92 0.92 30 36"."0 999.50 27.`, 8.90 "0.09 2 0.00 3.5.0 61723.77 3.092.81 6290.73 0.92 3" 370.00 986."0 27.` 9.02 "0."8 2 0.00 3.5.0 60672.63 33246.82 6082.65 0.92 32 379.02 990.85 30.5 8.99 9.85 2 0.00 3.5.0 55020.82 2921.82 5761.17 0.92 33 387.5" 922.38 30.5 8.99 9.85 2 0.00 3.5.0 52712.26 26136.87 580.94 0.92 39 396.00 "97.75 33 " 3.07 3.66 G 50.00 16.0 1'823.12 8911. 5'8 5626..0 1.07 F0 399.07 329.97 33.5 8.53 2 0.00 X5.0 40559.09 18968.32 -924.07 0.93 36 906."8 290.98 33.5 8.53 2 0.00 3.5.0 36372.81 16461.26 4401.3'8 0.93 37 9"3.29 288.82 36.5 8."2 "0."" 2 0.00 3.5.0 36101.96 16125.18 3.72.05 0.94 38 92".9" 239.95 36.5 8."2 "0."" 2 0.00 X5.0 2999.22 12330.15 3088.95 0.94 39 929.53 63."5 39.6 2.97 3.2" 2 0.00 X5.0 7893.99 3108.13 2601.19 0.95 90 932.00 69.78 39.6 3.00 3.89 0.00 -_5.0 7675.'83 3219.31 1970.04 0.86 9" 935.00 "80.95 39.6 "0."" 2 ."" 2 0.00 3.5.0 22556.32 620.50 1769.24 0.95 92 995."" 97.32 92.6 9.00 5.93 2 0.00 35.0 591.99 621.72 1088.75 0.97 93 999."" 59.95 92.6 "0.89 "9.79 2 0.00 3.5.0 6806.56 0.00 =6.10 0.97 r,-SArea: "9585.65 Path Length: 389.0`, r, -S Weight: 1'2=72.3'8 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: PPG S e P:\"8""9 PPG "-n-ng S -e\S-cpe S_ab y\Ga na\Y_cde-s\DPG ease 5 Full.gmf Processed: 30 Jul 2019 13:7:03 I;Y.-D.: D.na-ys-s " - Case 5, - Fu-- Reservc-r va-er-a- Frcper�-eS ;7 ma�er_a-Si Ya er-a-: " ;Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UT-L_Wegh_ Ru "50.00 22.0 "3.00 Au_c 7'_aer-a-: 2 ;Y_chr-Ccu-cmb "sc_rcp-c) - Sand and Grave- Cches-cn Ph- UT-L_Wegh_ Ru 0.00 3.0 "25.00 Au_c '_aer-a-: 3 ;Y_chr-Ccu-cmb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '_aer-a-: 9 ;Y_chr-Ccu-cmb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UT-L_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5, ;Y_chr-Cculcmb Isc_rcp-c) - Slurry Cches-cn Ph- UT-L_Wegh_ Ru 0.00 95.0 ""0.00 Au_c Yaer-a-: 6 ;Y_chr-Cculcmb Isc_rcp-c) - Clay Cches-cn Ph- UT-L_Wegh_ Ru 50.00 "6.0 "20.00 Au_c Ya er-a-: 7 ;Y_chr-Ccu-cmb-sc_rcp-c) - S-_ Cches-cn Ph- UT-L_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er Frcper -eS Tin-ae-ghcf wa�er: 62.900 Un-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- Prcf--es ( prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 200.00 932.00 200.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "52.00 932.00 "52.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "50.00 932.00 "50.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 932.00 "00.00 Prcf-"e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 0.00 97.00 932.00 97.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 5, - S-urry 932.00 200.00 935.00 200.00 Prcf--e: 7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 935.00 200.00_5.00 200.00 Prcf--e: 8 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 935.00 "52.00 5.15.00 "52.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 935.00 "50.00_5.00 "50.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 935.00 "00.00_5.00 "00.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 932.00 97.00 5_5.00 97.00 SS-cpe Surface ;9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "90.00 Fa--ure Surface "00.00 "00.00 "00.00 "90.00 900.00 200.00 370.00 190.00 In -_a- crcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R Inersecs: XL: "05.00 YL: "0.67 XR: 960.00 YR: Cen_re: n. 87.72 YC: 993.02 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns range: XL X R R "0.00 30.00 50.00 20 20 50 RESULS: D.na-ys-s " - Case 5 - Fu-- Reservc-r B-shcp S-mp__f-ed `ethcd cf ina-ys-s - C,rcu-ar Fa--ure Surface Cr -ca- Fa--ure Surface Search us-ng Y_u---p-e G-rc-e Genera-cn Techniques 515.00 200.00 515.00 190.00 200.00 22,22 In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 3.258 Ana -t s -s Surmnaa There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca- ;m-n-mun Fac_cr cf Sate_: 2.96 Resu- s Surmnary - Lcwes 99 rac cr cf Safe y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 "0.67 960.00 200.00 "87.72 93.02 400.00 2.963 <-- Critical Surface 2 "05.00 "0.67 960.00 200.00 "88.02 491.91 398.98 2.970 3 05.00 "0.67 960.00 200.00 "88.69 89.69 396.94 2.972 9 "05.00 "0.67 960.00 200.00 "88.33 90.80 397.96 2.973 09.97 "0".99 960.00 200.00 87.77 91.68 398.98 2.980 6 05.00 "0.67 96.58 200.00 "89.00 92.75 400.00 2.981 "09.97 "0".99 960.00 200.00 "87.96 92.79 400.00 2.981 8 "05.00 "0.67 960.00 200.00 "89.25 39.90 2.983 9 "05.00 "0.67 960.00 200.00 "88.99 395.92 2.985 0 "05.00 "0.67 960.00 200.00 "89.56 86.36 393.88 2.991 05.00 "0.67 96.58 200.00 "89.6" 90.53 397.96 2.992 2 "09.97 "0".99 960.00 200.00 "88.08 90.57 397.96 2.993 3 05.00 "0.67 960.00 200.00 "90.99 83.02 390.82 2.995 9 "05.00 "0.67 96.58 200.00 "89.3" 91.64 398.98 2.995 05.00 "0.67 960.00 200.00 "90.8 8.13 391.84 2.996 "6 05.00 "0.67 963.6 200.00 "90.89 90.25 397.96 2.997 05.00 "0.67 963.6 200.00 "90.59 91.36 398.98 2.997 "8 09.97 "0".99 960.00 200.00 "88.69 395.92 2.998 9 "05.00 "0.67 960.00 200.00 "89.87 85.25 392.86 2.998 20 "09.97 "0".99 960.00 200.00 "88.39 89.6 396.94 2.998 2" "05.00 "0.67 96.58 200.00 "90.53 X87.19 39.90 2.999 22 "05.00 "0.67 96.58 200.00 "89.92 89..C2 396.94 3.000 23 "09.97 "0".99 96.58 200.00 "88.75 492.51 400.00 3.000 29 "05.00 "0.67 963.6 200.00 "90.28 492.7 400.00 3.000 25 "03.95 "0".32 960.00 200.00 "87.2" 492.55 400.00 3.001 26 "09.97 "0".99 960.00 200.00 "89.93 03.90 391.84 3.003 27 "09.97 "0".99 960.00 200.00 "89.3" 486.12 393.88 3.004 28 "09.97 "0".99 960.00 200.00 "89.62 05.01 392.86 3.005 29 "09.97 "0".99 960.00 200.00 "89.00 X07.24 39.90 3.005 30 "03.95 "0".32 960.00 200.00 "87.83 90.33 397.96 3.005 3" 09.97 "0".99 963.6 200.00 "90.03 92.23 400.00 3.006 32 "03.95 "0".32 960.00 200.00 "87.2 91.44 398.98 3.006 33 05.00 "0.67 960.00 200.00 "90.80 81.90 389.80 3.006 39 "05.00 "0.67 96.58 200.00 "90.23 48.30 395.92 3.007 35 09.97 "0".99 96.58 200.00 "89.05 91.40 398.98 3.007 36 "09.97 "0".99 96.58 200.00 "89.97 88.07 395.92 3.008 37 "05.00 "0.67 96.58 200.00 "90.89 86.08 393.88 3.010 38 "09.97 "0".99 96.58 200.00 "89.67 89.18 396.94 3.010 39 "05.00 "0.67 960.00 200.00 9 "0 80.79 3.011 90 "03.95 "0".32 960.00 200.00 88.99 88.11 395.92 3.012 9" "03.95 "0".32 960.00 200.00 "88.9 89.22 396.94 3.013 92 "05.00 "0.67 963.6 200.00 9.20 89.13 396.94 3.013 93 "05.00 "0.67 969.79 200.00 9.56 92.19 400.00 3.013 99 "03.92 "0 "9 960.00 200.00 "86.96 92.32 400.00 3.013 95 "03.95 "0".32 960.00 200.00 "89.06 8.89 393.88 3.014 96 "09.97 "0".99 96.58 200.00 "89.36 90.29 397.96 3.01= 97 "05.00 "0.67 96.58 200.00 9"8.96 392.86 3.015 98 "03.95 "0".32 960.00 200.00 88.75 '7.00 39.90 3.015 99 "05.00 "0.67 960.00 200.00 9.9" 79.67 387.76 3.016 50 "03.95 "0".32 96.58 200.00 88.50 92.28 400.00 3.017 05.00 "0.67 969.79 200.00 92.7 89.96 397.96 3.018 2 "05.00 "0.67 969.79 200.00 9.86 91.08 398.98 3.018 53 09.97 "0".99 960.00 200.00 "90.29 82.78 390.82 3.018 59 "05.00 "0.67 963.6 200.00 9.50 88.02 395.92 3.018 09.97 "0".99 963.6 200.00 "90.33 91.12 398.98 3.019 56 "03.95 "0".32 96.58 200.00 "89."" 90.06 397.96 3.019 "05.00 "0.67 96.58 200.00 9.95 83.85. 391.84 3.019 8 "03.92 "0 "9 960.00 200.00 87.8 90.10 397.96 3.020 9 "03.92 "0 "9 960.00 200.00 "87.27 91.21 398.98 3.020 60 "03.95 "0".32 96.58 200.00 "88.80 91.17 398.98 3.021 6" "05.00 "0.67 960.00 200.00 9.72 78 386.73 3.021 62 "09.97 "0".99 96.58 %00.00 "90.28 76.95 39.90 3.022 63 "05.00 "0.67 969.79 200.00 92.97 88.85. 396.94 3.022 69 "03.92 "0 "9 960.00 200.00 "88.50 86.76 39.90 3.023 65 "09.97 "0".99 960.00 200.00 "90.55 81.67 389.80 3.023 66 "03.92 "0 "9 96.58 200.00 "88.55 90.93 398.98 3.023 67 "05.00 "0.67 96.58 200.00 9.76 82.73 390.82 3.024 68 "03.92 "0 "9 960.00 200.00 87.89 88.99 396.94 3.024 69 "05.00 "0.67 963.6 200.00 9.8" 86.90 39.90 3.024 70 "09.97 "0".99 963.6 200.00 "90.69 490.01 397.96 3.024 "03.92 "0 "9 960.00 200.00 "88.9 87.88 395.92 3.024 72 "03.92 "0 "9 96.58 200.00 "88.25 492.04 400.00 3.025 73 "03.95 "0".32 960.00 200.00 "89.7 392.86 3.025 79 "05.00 "0.67 960.00 200.00 "92.03 85.71 3.026 09.97 "0".99 96.58 200.00 "90.59 85.8 393.88 3.026 76 "05.00 "0.67 966.32 200.00 9.99 09.6, 397.96 3.027 "05.00 "0.67 969.79 200.00 9.08 86.62 39.90 3.027 7R "05.00 "0.67 969.79 200.00 92.78 87.7 395.92 3.027 79 "09.97 "0".99 960.00 200.00 90.86 480.55 3.027 80 "02.89 "00.96 8" "05.00 "0.67 82 "03.95 "0".32 83 "05.00 "0.67 89 "05.00 "0.67 8` "09.97 "0".99 86 "05.00 "0.67 87 "09.97 "0".99 88 "03.95 "0".32 89 "05.00 "0.67 90 "05.00 "0.67 K "03.65 "x",32 92 09.97 0".99 93 "05.00 "0.67 99 " 05.00 " 0" . 67 95 "09.97 "0".99 96 03.95 0-.32 97 09.97 0".99 98 "05.00 "0.67 99 ' 03.95 " 2.32 9r -ca_ a-_ure Surface ;c-rc-e 960.00 200.00 "86.7" 22.08 20.00 3.028 96.58 200.00 "92.07 21.61 389.80 3.029 96.58 200.00 "89.92 88.94 396.94 3.029 966.32 200.00 93.4 20.79 398.98 3.029 966.32 200.00 92.83 21.90 20.00 3.029 969.79 200.00 9.3" 21.95 20.00 3.030 963.6 200.00 92.2 85.79 393.88 3.030 963.6 200.00 "90.95 88.90 396.94 3.030 960.00 200.00 "89.68 83.66 391.84 3.030 960.00 200.00 "92.96 7.07 382.65 3.030 960.00 200.00 "92.39 76.31 38.69 3.031 963.6 200.00 "89.78 92.00 400.00 3.031 96.58 200.00 "90.90 8.72 392.86 3.031 963.6 200.00 93.09 82.44 390.82 3.031 960.00 200.00 92.65 75.19 383.67 3.032 960.00 200.00 9" "7 79.3 387.76 3.032 9 6 .`8 200.00 "8°.72 87.83 395.92 3,03= 969.79 200.00 9.6" -90 8 398.98 3.034 96.58 200.00 92.38 80.50 3.034 960.00 200.00 80.99 82,54 390.82 3.034 Inersec�s: 2L: "05.00 YL: Cen_re: YC"87.72 YC: 993.02 2enera�ed fa--ure surface: ;20 pc -nos; 0.00 "0.67 "29.8" 98.00 "99.78 95.33 205.2 93.90 ?.2 99.78 29.23 9'7.18 309.7 0.3 32.29 ""6.70 392.06 "29.00 39`.8`, 2.99 22.79 62.3`, 929.'15, 79.10 0.67 r,R: 960.00 YR: Rad-us: R: - Gecm,e=y and Prcper�-es - ca- Fa--ure Surface (c-rcle ", -5 slices) 200.00 _88,88 16.86 26.09 360.2 93.67 100.58 132.2= 186.66 18.99 28.75 39 60.00 93.03 10=.97 1=1.39 200.00 S_ -S Base P:re;ater Normal Test 'r; Let Area F.ng"e W±dh Leng2 '_a-" Tches"cn Phi Weight Force Stress Factor 05.00 2.00 -0.5 9.00 9 2 0.00 35.0 2625.08 50928.0 5716.75 1.06 2 ""9.00 80.73 -0.5 "0.8" "0.99 3 "00.00 18.0 1026.66 6221.75 6178.3 1.04 3 29.8" 89.85 -7.6 7.48 7.59 3 "00.00 18.0 11530.83 52.52 6580.66 1.02 9 "32.29 95.06 -7.6 6.25 6.30 9 2000.00 20.0 12223.80 36730.18 695.10 1.03 38.3 2.27 -7.6 6.25 6.30 9 2000.00 20.0 15.83.7 37057.98 7196.27 1.03 6 "99.78 27.6` -9.7 "0.09 "0.07 9 2000.00 20.0 28022.81 52 63.69 72.73 1.01 59.82 259.56 -9.7 "0.09 "0.07 9 2000.00 20.0 332.91 6028.68 7771.87 1.01 8 "69.86 299.85 -.8 "0.07 "0.07 9 2000.00 20.0 3'1525.51 6066.0 8018.0 1.00 9 "79.92 336.88 -.8 "0.07 "0.07 9 2000.00 20.0 3206.20 6088.85 82.'85 1.00 0 "89.00 37.99 "0.07 "0.07 9 2000.00 20.0 2.95 60892.01 6.2 1.00 95.06 90.93 "0.07 "0.07 9 2000.00 20.0 51507.34 60775.69 8630.04 1.00 2 20.2 93".89 3.9 "0.05 "0.07 9 2000.00 20.0 5285.2 60500.16 8726.91 0.99 ?.8 958.55 3.9 "0.05 "0.07 9 2000.00 20.0 58212.71 60065.19 8837.75 0.99 9 22.23 993.9" 6.8 9.26 9.32 9 2000.00 20.0 56178.77 55075.99 8.90 0.99 239.99 962.22 6.8 9.26 9.32 9 2000.00 20.0 58303.68 54431.35 889.32 0.99 6 293.75 75.96 6.8 ".99 .50 3 "00.00 18.0 9563.72 8683.51 8995.8 0.99 ?9.23 296.0" 9.7 4.'77 9.89 3 "00.00 18.0 30935.35 27882.14 9970.78 1.00 250.00 3"9.96 9.7 6.00 6.09 3 "00.00 18.0 39 2 3.18 34752.95 89 2.58 1.00 9 256.00 30.99 9 2 g' 3 "00.00 18.0 38236.26 32798.80 8922.75 1.00 20 26.73 "82.7 9.7 3.37 3.9" 2 0.00 35.0 22762.76 19116.50 0.98 2" 265.09 590.62 "2.6 9.83 "0.07 2 0.00 35.0 6779.02 55516.82 8771.99 0.97 22 279.92 5,K.24 "2.6 9.83 "0.07 2 0.00 35.0 68806.3 5136.23 8699.13 0.97 23 289.75 52.23 9.7 "0.07 2 0.00 35.0 689 1.85 52600.61 8555.02 0.97 29 299.96 ````7.59 9.7" "0.07 2 0.00 35.0 69595.68 50910.68 819.36 0.97 25 309.I ".73 2.9 9.56 "0.07 2 0.00 35.0 68870.82 49067.98 8212.07 0.98 26 3"3.73 ".85 "8.9 9.56 "0.07 2 0.00 35.0 6'.:'.:'2.55 7072.80 °01.71 0.98 27 323.29 539.53 2.3 9.39 "0.07 2 0.00 35.0 677.38 927.66 775.96 0.98 28 332.67 539.63 2.3 9.39 "0.07 2 0.00 35.0 6673 .50 2632.52 788.16 0.98 29 392.06 5"6.23 29." 9.9 "0.07 2 0.00 35.0 64436.57 40190.33 7159.86 0.99 30 35".25 506.52 29." 9.9 "0.07 2 0.00 35.0 622.5= 37600.8'8 683.05 0.99 360.95 3.8 27.0 9 "0.73 2 0.00 35.0 6077.6 37028.12 6-45.17 1.00 2 370.00 97.58 27.0 2.39 9.92 2 0.00 35.0 2 2.15 29830.54 618.82 1.00 33 378.39 7 . 79 29 9 7.98 8.63 2 0.00 5.0 1'7.99 25019.15 5'295.10 1.02 39 38`.87 369.2` 299 7.48 8.63 2 0.00 35.0 5.56.18 22701.2= 5663.76 1.02 393.3 8.7 29.9 2.50 2.88 6 50.00 16.0 1822.7 7069.73 5.,6.22 1.09 36 395.85 "92.95 32.8 9.5, 9.93 2 0.00 35.0 2119.36 1158.7 X2.04 1.03 37 900.00 280.29 32.8 6.39 7.6" 2 0.00 35.0 35029.92 16056.95 5033.58 1.03 38 906.39 253.89 32.8 6.39 7.6" 2 0.00 35.0 31736.70 1101.20 552.63 1.03 39 92.79 283.99 35 7 8.8 "0.07 2 0.00 35.0 3599.17 15532.13 3933.07 1.05 90 920.97 235.92 35.7 8.8 "0.07 2 0.00 35.0 2990.16 11839.01 3251.98 1.05 9" 929.5, 70.55 38.6 2.85 3.69 2 0.00 35.0 7818.2 356.60 2750.5 1.08 92 932.00 67.29 38.6 3.00 3.89 0.00 2.0 701.73 2976.04 2108.50 1.01 93 935.00 ."6 38.6 9.90 "2.66 2 0.00 35.0 2139.39 7.6 1890.12 1.08 99 999.90 99.08 9.5 3.78 5.09 2 0.00 35.0 5510.31 52.86 122.65 1.10 95 998.68 56.60 9.5 "".2 "0 2 0.00 35.0 7075.19 0.00 517.05 1.10 X -S Area: 408.07 2 h Leng_h: 382 S Weight: 1768 2.3'8 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?G -n-ng S -e\S-cpe S_ab _y\Ga na\Y_cde-s\DPG ease 6 RD.gmf Processed: 30 Jul 2019 14:36:59 IA_A: ina-ys-s " - Case 6 - Rap -d Draw Dcwn va-er-a- ?rcper-ies ;7 IIla_er_a-Si " ;Y_chr-Ccu-cmb-sc._rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c 2 ;Y_chr-Ccu-curb "sc._rcp-c) - Sand and Grave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc._rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '2./'_aer-a-: 9 ;Y_chr-Ccu-curb "sc._rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5, ;Y_chr-Ccu-curb Isc._rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc._rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c '2'_a er-a-: 7 ;Y_chr-Ccu-curb-sc._rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- Prcf--es ("` prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "80.00 902.00 "80.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 53.00 902.00 53.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "50.00 902.00 "50.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "95.00 902.00 "95.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "27.00 902.00 "27.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 902.00 "00.00 Prcf--e: S ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 902.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5, - Slurry 'Ara__ 902.00 "80.00 905.00 "80.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 905.00 "80.00 500.00 "80.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 905.00 53.00 500.00 53.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 905.00 "50.00 500.00 "50.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 905.00 "95.00 500.00 "95.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 905.00 "27.00 500.00 "27.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 905.00 "00.00 500.00 "00.00 Prcf-"e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 902.00 97.00 500.00 97.00 S-cpe Surface ;9 pc -._s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "30.00 "00.00 "30.00 "00.00 370.00 180.00 396.00 172.00 In -a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "n ersec �s: 2L: "35.00 YL: "0.67 2R: 935.00 YR: Cen_re: , : 205.72 YC: 999.95 Radius: R: Varrab-e Res._ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns range: XL X R R "0.00 60.00 50.00 20 20 50 500.00 180.00 500.00 172.00 180.00 350.00 RESULS: D.na-yS-s - 7ase 6 - Rap -d Draw Dc -In B-shcp S-mp__f-el `e_hcd cf D.na-,s - 7,rcu-ar Fa--ure Surface Cr'-'ca Fa--ure Surface Search us-ng Yu -p -e C-rc-e Cenera�-cn-echniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 2.00, Ana-ts-s Suma r There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces ca- ;m-n-mun Fac cr cf Sate -_y: 5G Resu- s Sununary - Lcwes 99 rac cr cf Sate -_y c-rc-es C-rc-e Y-LefY-Let 4-R-ghY-R-ghX -Cenre Y -Centre Radius FoS 35.00 "0.67 935.00 "80.00 205.72 350.00 1.557 <-- Critical Surface 2 "35.00 "0.67 935.00 "80.00 206.0 J.35 38.98 1.563 3 35.00 "0.67 935.00 "80.00 206.30 37.96 1.569 9 "39.97 "0.99 935.00 "80.00 205.96 22 350.00 1.576 35.00 "0.67 935.00 "80.00 206.59 2.14 36.94 1.576 6 "39.97 "0.99 935.00 "80.00 205.75 3.12 38.98 1.583 "35.00 "0.67 935.00 "80.00 206.87 2.04 r5.92 1.585 8 "35.00 "0.67 935.00 "80.00 207.6 38.93 3.90 1.589 9 "39.97 "0".99 935.00 "80.00 206.03 2.01 r7.96 1.591 0 "35.00 "0.67 935.00 "80.00 207.79 36.72 32.86 1.593 35.00 "0.67 935.00 "80.00 207.95 3.7.83 388 1.593 % "39.97 "0".99 93`•.00 "80.00 206.32 0.91 36.9 1.595 "3 "33.95 " 2.32 935.00 "80.00 205.9 3.99 350.00 1.598 9 "39.97 " 2.99 935.00 "80.00 206.90 3.8.70 3.90 1.598 39.97 " 2.99 935.00 "80.00 206.6" 39.805.92 1.598 '6 "33.95 "0.32 935.00 "80.00 205.98 42.88 38.98 1.602 "33.95 "0".32 935.00 "80.00 206.06 40.68 86.94 1.604 8 "33.95 "0.32 935.00 "80.00 205.77 51.78 32.96 1.62 9 "35.00 "0.67 935.00 "80.00 208.03 35.61 31.84 1.604 20 "35.00 "0.67 938.6 "80.00 208.27 3.91 350.00 1.605 2" "39.97 "0.99 935.00 "80.00 207.9 37.59 33.88 1.610 22 "33.92 "0 "9 935.00 "80.00 209.93 =3.76 350.00 1.610 23 "35.00 "0.67 935.00 "80.00 208.32 =3.50 3.0.82 1.612 29 "35.00 "0.67 938.6 "80.00 208.55 4 2.81 38.98 1.613 25 "33.95 "0.32 935.00 "80.00 206.35 39.57 r5.92 1.616 26 "35.00 "0.67 935.00 "80.00 208.6" =33.39 339.80 1.617 7 39.97 "0".99 935.,.00 80.00 207.98 86.9 8=2.'86 1.617 28 "33.92 "0 "9 935.00 80.00 205.22 2.65 38.98 1.618 29 "33.95 "0".32 935.00 "80.00 206.69 - .90 1.620 30 "35.00 "0.67 938.6 "80.00 208.89 1.70 37.96 1.621 3" 35.00 "0.67 935.00 "80.00 208.90 32.28 33.8.78 1.621 32 "33.92 "0 "9 935.00 "80.00 205.5" 1.55 37.96 1.622 33 39.97 "0.99 935,.00 "80.00 %0 31.'8= 1.622 39 "39.97 "0.99 938.6 "80.00 208.00 3.68 350.00 1.623 35.00 "0.67 28.6 80.00 209.2 2'.59 3.6.9= 1.626 36 35.00 "0.67 935.00 80.00 209.9 31.17 337.76 1.626 37 33.4? 925,.00 80.00 205.80 3.6.9= 1.626 38 39.97 "0.99 935,.00 80.00 208.06 27 3.0.82 1.627 0 _33,05, '0".32 935.00 -80.00 206.93 - 7.6 33.88 1.628 90 "32.89 "00.96 935.00 "80.00 209.67 350.00 1.629 9" 35.00 "0.67 28.6 "80.00 209.2 ?0.0 35.92 1.631 92 35.00 "0.67 935.00 "80.00 209.98 30.06 336.73 1.631 93 "39.97 "0.99 28.6 "80.00 208.29 C-2.5.8 38.98 1.631 99 "39.97 "0.99 935.00 "80.00 208.35 33.16 339.80 1.631 95 "33.95 "0".32 935.00 "80.00 207.22 36.25 32.86 1.632 96 "32.89 "00.96 935.00 "80.00 209.96 2.2 38.98 1.633 97 "33.92 "0 "9 935.00 "80.00 206.09 39.345.92 1.634 98 "35.00 "0.67 935.00 "80.00 209.77 28.95 33.5.71 1.636 99 "35.00 "0.67 938.6 "80.00 209.70 = .90 1.636 50 "39.97 "0".99 935.00 "80.00 208.69 32.05 Q 78 1.636 39.97 "0.99 938.6 "80.00 208.57 37.96 1.636 2 "32.89 "00.96 935.00 "80.00 205.29 1.32 37.96 1.637 53 "33.95 "0.32 935.00 "80.00 207.5" 5.14 31.84 1.637 59 "33.92 "0 "9 935.00 "80.00 206.37 38.23 3.90 1.638 39.97 "0".99 935.00 "80.00 208.93 3.0.9 33.7.76 1.61 56 "35.00 "0.67 938.6 "80.00 209.98 7.27 388 1.61 39.97 "0".99 28.6 80.00 208.86 0.36 6.9% 1.61 8 33 °5 0.3? 93`'.00 80.00 207.80 0= 82'.'82 1.62 9 _33,05, '0.32 938.6 -80.00 207.79 -- - 350.00 1.62 60 35.00 "0.67 935.00 80.00 20.06 .C27.8 33.69 1.6=2 6" "33.92 "0 "9 935.00 "80.00 206.66 37.13 33.88 1.63 62 "32.37 "00.79 935.00 "80.00 209.90 3..30 350.00 1.63 63 32.89 "00.96 935.00 80.00 20.3 =0.21 3.6.9= 1.6 69 39.97 "0.99 935.00 80.00 209.22 29.83 336.73 1.65 65 "39.97 "0.99 28.6 "80.00 209.Th 39.25 35.92 1.66 66 35.00 "0.67 28.6 80.00 20.27 36.16 32.86 1.66 67 33.95 "0".32 935.00 80.00 208.09 32.93 33.9.80 1.66 68 95 0.3? 28.6 80.00 208.02 38.98 1.66 69 "33.92 "0 "9 935.00 80.00 206.95 36.02 32.'86 1.6 70 "35.00 "0.67 935.00 80.00 20.35 =26.72 333.67 1.6 - "32.89 "00.96 935.00 "80.00 205.82 39.11 3'5.92 1.648 72 "32.37 "00.79 935.00 "80.00 209.69 “2.19 82.98 1.651 73 993.95 "0".32 935.00 "80.00 208.38 21.81 33878 1.651 79 "39.97 "0".99 28."6 "80.00 209.92 8.15 -=.90 1.651 "35.00 "0".67 938."6 "80.00 2"0.56 X5.05 3..1.8. 1.651 76 993.9', 909.32 28.96 980.00 208.3 ..1.2. 3.0.96 1.651 77 "33.9% "0".94 435.00 "80.00 207.24 -9.2.91 =1.'8. 1.651 8 935.00 "0".67 935.,.00 980.00 290.64 =25.61 32.65. 1.652 79 "39.97 "0".99 935.00 "80.00 209.5" 28.71 35.71 1.652 80 "32.89 "00.96 935.00 "80.00 206.99 3.8.00 -4.90 1.653 8" "32.37 "00.79 935.00 "80.00 209.98 441.09 3.0.96 1.655 82 993.95 "0".32 935.00 "80.00 208.67 430.70 337.76 1.655 83 _39.97 "0".99 28."6 _80.00 209.72 .3.7.0. 3.3.88 1.655 84 9939', 90932 438.96 80.00 208.5,9 -!0.18 =6.9= 1.656 Y5 935.00 "0".67 28.96 980.00 2"0.84 .9. 30.82 1.656 86 -33.92 "0".94 935.00 -80.00 207.53 3.80 30.82 1.656 87 933.4? 90994 28.96 80.00 207.97 ..9.22 50.00 1.656 88 "35.00 "0".67 935.00 980.00 2"0.93 =2..9 331.63 1.656 89 -39.97 "0".99 935.00 -80.00 209.80 27.60 3.3.69 1.656 90 "32.89 "00.96 935.00 "80.00 206.90 =36.89 1.657 99 "32.37 "00.79 935.00 "80.00 205.27 =39.98 046.94 1.659 92 "39.97 "0".99 938."6 "80.00 2"0.0- -35.93 32.86 1.660 99 '93,05 '0".32 938."6 "80.00 208.88 =39.02 35..92 1.660 99 "33.92 "0".94 935.00 "80.00 207.82 =32.69 339.80 1.660 95 "35.00 "0".67 938."6 "80.00 2."3 32.82 839.80 1.661 96 33.92 "0".94 938."6 "80.00 207.76 “2.11 38.98 1.661 97 "39.97 "0".99 935.00 "80.00 2"0.09 26.8 333.67 1.661 98 "35.00 "0".67 935.00 "80.00 ?99.?9 23.37 330.61 1.661 99 '39.89 "00.6" 935.00 "80.00 209.94 --8.07 350.00 1.661 Cr'-'ca a-_ure Surface ;c-rc-e " In-ersec_s: 2L: "35.00 YL: "0".67 2R: 935.00 YR: 180.00 Cen_re: YC205.72 YC: 999.95 Rad-us: R: 350.00 Yenera_ed fa--ure surface: ;20 pc -_s) 935.00 "0".67 9',9.63 98.65 "68.39 9G.== 1'85.2= 95.05 2"9.09 99.70 235.9" 95.75 252.7" 97.62 269.40 100.29 302.30 "08.03 3"8.93 999.09 339.30 998.92 3.0.87 125.51 379.96 "90.90 399.9" "99.66 908.92 959.12 =21.96 169.2= - Cecmery and Prcper�-es - Cr -ca- Fa--ure Surface (c-rc-e ", -8 slices) 202.13 25.9= 365.10 =35.00 103.76 132.'x= 180.00 Sl -S Base P:rev,ater Normal Test 'r; -Let:. Area F.ng"e W±dth Length '_a_" 5ches"cn Phi Weight Force Stress Factor 935. 00 2".75 -"0.3 9.99 9.39 2 0.00 X5.0 2719.11 1379.50 308.87 1.11 2 944."9 99.93 -"0.3 7.99 7.56 3 "00.00 18.0 6259.36 313.88 870.35 1.06 9',9.63 62.78 6.27 6.32 3 "00.00 18.0 802.09 3951.32 1307.52 1.04 9 "57.90 8".05 6.27 6.32 3 "00.00 18.0 10390. 55 5101.17 1690.64 1.04 "69."7 69.99 9.22 9.26 9 2000.00 20.0 8339.17 4087.32 2180.79 1.04 6 "68.39 "52.52 -9.7 8.92 8.95 9 2000.00 20.0 19591.64 9550.02 258.11 1.02 "76.82 "82.05 -9.7 8.92 8.95 9 2000.00 20.0 23377.25 11399.14 2912.09 1.02 8 "85.29 2"0.50 -2.0 8.95 8.95 9 2000.00 20.0 27001.76 1313.05 3254.40 1.01 9 993.69 236.79 -2.0 8.95 8.95 9 2000.00 20.0 30321.16 14781.6 368.98 1.01 "0 202."3 279.82 0.8 8.87 8.87 9 2000.00 20.0 35128.30 17150.12 3937.64 1.00 299.00 270.78 0.8 8.09 8.09 9 2000.00 20.0 1..82.91 16898.60 266.00 1.00 "2 2"9.09 309.72 3.6 8.99 8.95 9 2000.00 20.0 38597.26 19051.20 «63.26 0.99 3 227.97 329.0" 3.6 8.99 8.95 9 2000.00 20.0 .0'81'8.'81 20257.1= -72.'89 0.99 94 235.9" 226."6 6.3 5.63 5.66 9 2000.00 20.0 2836.70 1199.09 4836.09 0.98 29".59 233.2" 6.3 ',.63 5.66 9 2000.00 20.0 29136.2 1.6=1.9 .971.70 0.9'8 "6 297."7 236.53 6.3 5.59 5.58 3 "00.00 18.0 295.69 1850.23 5.25.29 0.98 252.7" 269.29 9." 6."5 6.22 3 "00.00 18.0 99389.25. 17018.11 5335.95 0.98 ,5.8.85, 7',,.82 9.9 6."5 6.22 3 "00.00 1'8.0 0. 0.7.09 17=3.1,_3 ..1.6'8 0,98 9 265.00 ""8.72 9 2.60 2.63 3 "00.00 8.0 1-.46 502 5519.02 0.98 20 267.60 82.82 9." ".80 ".82 2 0.00 35.0 10190.83 5233.97 505. 9.7 0.94 2. 269.90 296.96 99.9 5.30 5.92 2 0.00 35.0 30330. 69 15715.02 5479.60 0.93 22 279.70 299.92 99.9 5.30 5.92 2 0.00 X5.0 30763.27 15935.67 557.70 0.93 23 280.00 289.9" 99.9 5.99 6.07 2 0.00 X5.0 3987.16 1813.87 5636.01 0.93 29 285.99 "97.70 "9.6 3.06 3."6 2 0.00 35.0 1819.59 9525.60 5631.35 0.92 i5 289.00 323 70 94.6 6.65 6.87 2 0.06' .0 3976.66 20'876.31 5670.5 0.92 26 295.65 326.90 94.6 6.65 6.87 2 0.66' 3.5.0 .0163.88 210'82.2 5727.6 0.92 27 302.30 399.06 "7.9 8.07 8.95 2 0.00 X5.0 49035.70 26095.70 5710.21 0.92 28 3"0.37 900.36 "7.9 8.07 8.95 2 0.00 X5.0 49197.73 26180.5 5729.06 0.92 29 3"8.93 393.90 20.2 7.93 8.95 2 0.00 X5.0 .83 2.98 26151.80 5667.99 0.91 30 326.36 39".26 20.2 5.93 8.95 2 0.00 3.5.0 4807.60 26009.62 5636.68 0.91 3" 339.30 286.2" 22.9 5.85 6.35 2 0.00 X5.0 35162.39 19393.00 5536.96 0.91 2 390."5 283.94 22.9 5.85 6.35 2 0.00 3.5.0 3.077.97 1918.63 5476.52 0.91 33 396.00 "85.39 ??.9 3.87 9.20 2 0.06' 3.5.0 2276'8.2 12392.9= 519.90 0.91 39 399.87 "97.53 25.7 3."0 3.99 2 0.00 35.0 1'8115.35 9828.82 5308.01 0.91 55 552 95 289.27 25 6.06 6.73 6 50.00 16.0 3-9=1.12 1'8286.2 5=99.2. 1.02 06 0`9.03 278.83 ',.7 6.06 6.73 6 50.00 16.0 =9.1= 17060.3'8 39.95 1.02 37 365."0 220.69 28.5 9.90 5.58 6 50.00 16.0 2726.94 13165.91 5251.63 1.03 38 370.00 9"6.29 28.5 9.96 99.99 6 50.00 16.0 5152.19 23892.54 4882.04 1.03 39 379.96 250.63 3".2 6.76 7.99 6 50.00 16.0 31157.77 1-341.93 3.08.00 1.05 90 386.72 ?',9.99 3".2 7.69 8.99 2 0.00 3.5.0 312'83.23 1382.83 3526.50 0.92 2 394.49 949.76 39.0 9.99 5.96 6 50.00 16.0 1767'8.36 7692.'89 303 1.07 92 399.36 69.09 39.0 2.69 9.99 2 0.00 .0 8630.39 360=.6= '8 2766., 0.93 93 902.00 72.6" 39.0 3.00 3.62 0.66 -5.0 7987.25 3659.17 2163.2= 0.'8= 99 905.00 75.95 39.0 3.92 9."3 2 0.00 35.0 931.50 3617.71 2317.30 0.93 95 908.92 "29.29 36.8 6.77 8.95 2 0.06' 3.5.0 15.5.30.53 59.63 1'879.2 0.93 96 495.99 89.99 36.8 6.77 8.95 2 0.00 3.5.0 112.8.3 2,90.9= 1326.60 0.93 47 42".96 3".38 39.5 3.35 9.39 2 0.00 35.0 3922.74 373.80 0.95 0.00 35..0 .8.5..21 0.00 0.95 t -S Area: "0089.20 ash Lengih: 32.8 t -S Weight: 1253667.'8'8 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: PPG S e P:\"8""9 PPG "-n-ng S -e\S-cpe S_ab _y\Ga na\Y_cde-s\DPG ease 6 Full.gmf Processed: 30 Jul 2019 15:10:93 I;Y.-D.: D.na-ys-s " - Case 6 - Fu-- Reserve -r va-er-a- ?rcper�-eS ;7 ma�er_a-Si " ;Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c 2 ;Y_chr-Ccu-cmb "sc_rcp-c) - Sand and Grave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-cmb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '2./'_aer-a-: 9 ;Y_chr-Ccu-cmb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5, ;Y_chr-Cculcmb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Cculcmb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c '2'_a er-a-: 7 ;Y_chr-Ccu-cmb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- Prcf--es ("` prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "80.00 902.00 "80.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 53.00 902.00 53.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "50.00 902.00 "50.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "95.00 902.00 "95.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "27.00 902.00 "27.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 902.00 "00.00 Prcf--e: S ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 902.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5, - Slurry 'Ara__ 902.00 "80.00 905.00 "80.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 905.00 "80.00 500.00 "80.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 905.00 53.00 500.00 53.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 905.00 "50.00 500.00 "50.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 905.00 "95.00 500.00 "95.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 905.00 "27.00 500.00 "27.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 905.00 "00.00 500.00 "00.00 Prcf-"e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 902.00 97.00 500.00 97.00 SS-cpe Surface ;9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "72.00 Fa--ure Surface "30.00 "00.00 "30.00 "72.00 370.00 180.00 396.00 172.00 In -a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "n ersec �s: 2L: "35.00 YL: "0.67 2R: 935.00 YR: Cen_re: , : 205.72 YC: 999.95 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -ens range: XL X R R "0.00 60.00 50.00 20 20 50 500.00 180.00 500.00 172.00 180.00 350.00 RESULS: Y.na-ys-s - lase 6 - Fu-- Reserve -r B-shcp S-np__f-ed `e_hcd cf Ana-ys-s - C'rcu-ar Fa--ure Surface Cr'-'ca Fa--ure Surface Search us-ng Yu -p -e C-rc-e Cenera�-cn-echniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 2.660 Ana-ts-s Surmnar There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces ca- (nLi-Lrnurn; Fac cr cf Sate -_y: 2.9 Resu- s Surmnary - Lewes 99 lac cr cf Sate -_y c-rc-es C-rc-e Y-LefY-Let 4-R-ghY-R-ghX -Cenre Y -Centre Radius FoS 35.00 "0.67 935.00 "80.00 205.72 350.00 2.906 <-- Critical Surface 2 "35.00 "0.67 935.00 "80.00 206.0" 38.98 2.917 2 35.00 "0.67 93`•.00 "80.00 206.30 1.1! O.96 2.928 9 35.00 "0.67 93`•.00 "80.00 206.59 36.9= 2.9=0 39.97 "0.99 935.00 "80.00 205.96 22 350.00 2.92 6 "39.97 "0.99 935.00 "80.00 205.75 3.12 38.98 2.953 "35.00 "0.67 935.00 "80.00 206.87 0.04 35.92 2.955 8 "35.00 "0.67 935.00 "80.00 207.6 38.93 3=4.90 2.962 9 "39.97 "0.99 935.00 "80.00 206.03 42.01 3.O.96 2.967 0 "35.00 "0.67 935.00 "80.00 207.79 36.72 32.86 2.969 35.00 "0.67 935.00 "80.00 207.95 3.783 388 2.969 % "39.97 "0".99 93`•.00 "80.00 206.32 “0..91 36.9 2.97= "3 39.97 " 2.99 935.00 "80.00 206.90 3.8.70 3.90 2.979 9 "39.97 " 2.99 935.00 "80.00 206.6" 39.805.92 2.980 "33.95 " 2.32 935.00 "80.00 205.9 3.99 350.00 2.980 6 "35.00 "0.67 938.6 "80.00 208.27 3.91 350.00 2.984 "33.95 "0.32 935.00 "80.00 205.98 42.88 38.98 2.987 "8 35.00 "0.67 935.00 "80.00 208.03 35.61 3 2.84 2.989 -0 '33,05, '0".32 935.00 "80.00 206.06 440.68 86.94 2.990 20 "33.95 "0.32 935.00 "80.00 205.77 41.78 xO.96 2.990 2" "35.00 "0.67 938.6 "80.00 208.55 4 2.81 38.98 3.000 22 "39.97 "0".99 935.00 "80.00 207.9 81.59 33.88 3.000 23 "33.92 "0 "9 935.00 "80.00 209.93 3.76 350.00 3.001 29 "35.00 "0.67 935.00 "80.00 208.32 3.50 3.0.82 3.004 25 "33.95 "0".32 935.00 "80.00 206.35 39.57 35.92 3.011 26 "35.00 "0.67 935.00 "80.00 208.6" 783.39 339.80 3.012 7 29.97 "0.99 935.,.00 "80.00 207.98 86.=9 82.'86 3.01 28 "35.00 "0.67 938.6 "80.00 208.89 41.70 xO.96 3.015 29 "33.92 "0 "9 935.00 "80.00 205.22 2.65 38.98 3.015 30 "39.97 "0.99 938.6 "80.00 208.00 13.68 350.00 3.018 3" "33.95 "0".32 935.00 "80.00 206.69 -4.90 3.019 32 "35.00 "0.67 935.00 "80.00 208.90 32.28 33.8.78 3.021 22 '39.97 "0".99 935,.00 "80.00 %0 31.'7 3,023 29 22 9% 0" "9 925,.00 "80.00 205.5" “1.55 3O.96 3,023 25.00 "0.67 28.6 "80.00 209.2 “0.59 36.9= 3,02- 36 35.00 0.67 935.00 "80.00 209.9 31.17 7.76 3.030 37 ,22 4? ,0, ,9 925,.00 X80.00 2C�5, 80 3.6.9- 3.030 38 "39.97 "0.99 935.00 "80.00 208.06 34.27 3.O.82 3.031 29 "35.00 "0.67 938.6 "80.00 209.9" 39.49 v5.92 3.032 90 "33.95 "0".32 935.00 "80.00 206.93 7.6 3.033 4 "39.97 "0.99 28.6 "80.00 208.29 '2,5.'% 3'.9'1 3,033 92 "32.89 "00.96 935.00 "80.00 209.67 350.00 3.035 93 "35.00 "0.67 935.00 "80.00 209.98 30.06 336.73 3.038 99 "39.97 "0.99 935.00 "80.00 208.35 83.16 339.80 3.039 95 "33.95 "0".32 935.00 "80.00 207.22 36.25 32.86 3.041 96 "35.00 "0.67 938.6 "80.00 209.70 3.83.8 =4.90 3.041 97 32.89 "00.96 935,.00 "80.00 209.96 . 38.98 3.0=2 98 39.97 "0".99 28.6 80.00 208.57 3O.96 3.N2 99 33.4? 0 9 925,.00 "80.00 206.00 39.3. 35.92 8.0-- 50 "35.00 "0.67 935.00 "80.00 209.77 -28.95 33.5.71 3.047 39.97 "0".99 935.00 "80.00 208.69 32.05 33.8.78 3.048 2 "32.89 "00.96 935.00 "80.00 205.29 1.32 3O.96 3.049 53 "33.95 "0.32 935.00 "80.00 207.5" 35.14 31.84 3.049 59 "35.00 "0.67 938.6 "80.00 209.98 x7.27 388 3.050 39.97 "0".99 28.6 80.00 208.86 “0.36 6.9 .051 56 22 95 0.32 28. 6 "80.00 207.79 -- - 35.0,00 3.052 "33.92 "0 "9 935.00 "80.00 206.37 38.23 -_4.90 3.052 8 "39.97 "0".99 935.00 "80.00 208.93 3.0.9 33.7.76 3.056 5,0 '33,05, '0.32 935.00 "80.00 207.80 - 4.04 3.0.82 3.058 60 "35.00 "0.67 938.6 "80.00 20.27 36.16 32.86 3.059 6" "39.97 "0.99 938.6 "80.00 209.Th 39.25 35.92 3.059 62 "33.92 "0 "9 935.00 "80.00 206.66 37.13 33.88 3.060 63 "33.95 "0".32 938.6 "80.00 208.02 2.348'.98 3.060 69 "35.00 "0.67 935.00 "80.00 20.06 27.84 3.69 3.061 65 "32.37 "00.79 935.00 "80.00 209.90 3..30 350.00 3.061 66 "32.89 "00.96 935.00 "80.00 20.3 440.21 36.94 3.063 67 "39.97 "0".99 935.00 "80.00 209.22 29.83 836.73 8.064 68 "33.95 "0".32 935.00 "80.00 208.09 32.93 839.80 3.066 69 "35.00 "0.67 938.6 "80.00 20.56 X5.05 31.84 3.068 70 "33.92 "0 "9 935.00 "80.00 206.95 36.02 32.86 3.068 - "39.97 "0".99 938."6 "80.00 209.93 88.15 -4.90 3.068 72 "3.95 "0".32 938."6 73 "35.00 "0".67 935.00 79 "2.89 "00.96 935.00 75 "3.95 "0".32 935.00 76 37 100.79 985.00 77 "33.92 "0"."9 935.00 78 "39.97 "0".99 938."6 79 "85.00 "0".67 938."6 80 "35.00 "0".67 935.00 8" 13.95, 101.32 438.16 82 "39.97 "0".99 93`.,.00 83 "2.89 "00.96 935.00 89 "33.92 "0"."9 938."6 85 "3.95 "0".32 935.00 86 37 100.79 985.00 87 185.00 "0".67 99".32 88 "33,9% 101.14 985.00 89 "35.00 "0".67 935.00 90 "39.97 "0".99 938."6 91 "35.00 "0".67 938."6 92 "3.95 "0".32 938."6 93 "39.97 "0".99 93`.,.00 99 "2.89 "00.96 935.00 95 "33.92 0"."9 938."6 96 "-?; 37 100.79 985.00 97 185.00 "0".67 99".32 98 "33.92 "0"."9 935.00 99 '35,00 "0".67 99".32 Cr'-'ca a-_ure Surface ;c-rc-e "80.00 208.3" 21.22 7.96 5.069 "80.00 2"0.35 26.72 333.67 3.069 "80.00 205.82 439.11 35.92 3.071 "80.00 208.38 31.81 8.78 3.074 "80.00 209.69 2.19 38.98 3.075 "80.00 207.29 -4.91 31.'14 3.076 "80.00 209.72 3.7.N 33.88 3.077 80.00 2"8.84 x.3.,9. 30.82 3 077 "80.00 2"0.69 25.61 32.65 3.077 "80.00 208.59 440.13 36.94 x.077 "80.00 209.51 28.71 775.71 3.079 "80.00 206."" 38.00 -4.90 3.079 "80.00 207.97 3.22 350.00 3.079 "80.00 208.67 30.70 337.76 3.082 "80.00 209.98 1.09 3.O.96 3.083 "80.00 2"0.79 3.36 350.00 3.084 "80.00 207.3 33.80 30.82 3.084 "80.00 2"0.93 2.2 331.63 3.085 "80.00 2"0.0" 5.93 32.86 3.085 "80.00 ?„.,_i 32.82 339.80 3.086 "80.00 208.88 39.02 35.92 x.086 "80.00 209.80 27.60 3.3.69 3.086 "80.00 206.90 36.89 33.88 3.087 80.00 207.76 =2.11 38.98 3..087 "80.00 205.27 39.98 3.6.94 3.090 "80.00 2"".08 2.25 38.98 3.091 "80.00 207.82 32.69 339.80 x.092 "80.00 ?11.36 1.1= 3-7.96 3,093 Inersec�s: 2L: "35.00 YL: "0".67 2R: 935.00 YR: 180.00 Cen_re: YC205.72 YC: 999.95 Rad-us: R: 350.00 Yenera�ed fa--ure surface: ;20 pc-n_s "85.00 "0".67 11.63 98.65 "68.39 9G.== 1'85.2= 2"_9.09 99.70 ?.91 95 252 97.62 269.=0 30%.30 "08,03 3"8.93 "".09 334.30 1"8.92 X9.'87 379.96 "90.90 399.9" "99.66 908.92 "5.,9.12 =21.96 - Cecmery and Prcper�-es - Cr -ca- Fa' ure Surface (c-rc-e ", 8 slices) 95.05 100.29 125.51 169.2= 202.13 25.9= 365.10 135.00 103.76 180.00 S_ -S Base PcreGater Normal Test 'r; Let Area 9ng-e W±dh LengAh '_a - 5ches-cn Phi Weight Force Stress Factor .38.00 2".75 -"0.3 9.19 9.39 2 0.00 3.5.0 2719.11 127.'1 595.66 1.06 2 "99."9 99.93 -10. 7.44 56 3 "00.00 1'8.0 6259.36 212.5- 976.'16 1.N ".63 62.78 6.27 6.32 3 "00.00 18.0 802.09 29096.22 5272.3= 1.02 9 "57.90 8".05 6.27 6.32 3 "00.00 18.0 10390.55 2922.00 5522.9 1.02 "69."7 69.99 9.22 9.26 9 2000.00 20.0 8339.17 20016.30 5821.33 1.03 6 "68.39 "52.52 -9.7 8.92 8.95 9 2000.00 20.0 19591.64 0033.76 6002.73 1.01 76.82 "82.05 -9.l 8.92 8.95 9 2000.00 20.0 2377.25 4002.04 6279.31 1.01 8 "85.29 2"0.50 -2.0 8.95 8.95 9 2000.00 20.0 27001.76 0663.31 683.39 1.00 9 193.69 236.79 -2.0 8.95 8.95 9 2000.00 20.0 30321.16 0816.59 6701.52 1.00 "0 202."3 279.82 0.8 8.87 8.87 9 2000.00 20.0 35128.30 2866.7'1 689.13 1.00 2"".00 270.78 0.8 8.09 8.09 9 2000.00 20.0 J82.91 38795.07 7001.95 1.00 2 2"9.09 309.72 3.6 8.99 8.95 9 2000.00 20.0 38597.26 2630.2 7068.03 0.99 227.97 329.0" 3.6 8.99 8.95 9 2000.00 20.0 0818.81 0353.33 715.98 0.99 "9 235.9" 226."6 6.3 5.63 5.66 9 2000.00 20.0 2836.70 2686.67 7160.35 0.99 29".59 23.2" 6.3 5.63 5.66 9 2000.00 20.0 29136.5 26615.94 7179.56 0.99 "6 297."7 236.3 6.3 5.59 5.58 3 "00.00 18.0 295.69 25.993.8 127.01 0.99 22.7" 269.29 9." 6."5 6.22 3 "00.00 18.0 X9.25 28697.23 7256.82 0.99 28.85 27.83 9." 6."5 6.22 3 "00.00 18.0 307.09 28315.00 7235.32 0.99 9 265.00 ""8.72 9.1 2.60 2.63 3 "00.00 18.0 161.6 11869.0 7222.16 0.99 20 267.60 82.82 9." ".80 ".82 2 0.00 35.0 10190.83 8171.85 7171.14 0.98 2" 269.90 296.96 11.9 5.30 5.92 2 0.00 35.0 30330.69 24044.68 7125.35 0.97 22 279.70 249.92 11.9 30 .92 2 0.00 .0 30763.27 2366'1. 709.77 0.97 23 280.00 289.9" "-.. ° 99 6.07 2 0.00 .0 9'17.16 26097.16 7057.62 0.97 29 285.99 "97.70 -9.6 3.06 3."6 2 0.00 35.0 1"19.59 13371.01 6982.85 0.97 ,5, 289.00 323 70 "9.6 6.65 6.87 2 0.00 .0 3976.66 2859. 6922.03 0,97 26 ,95,.65 326.90 "9.6 6.65 6.87 2 0.00 35.0 c13.''8 27'15=.7, 681.96 0.97 27 302.30 399.06 "7.9 8.07 8.95 2 0.00 75.0 49035.70 33069.2 669.82 0.97 28 3"0.37 900.3E 17.4 8.07 8.95 2 0.00 3.5.0 9197 31736.27 656.=- 0.97 29 3"8.93 393.90 20.2 7.93 8.95 2 0.00 75.0831.98 30301.27 630.21 0.98 30 326.36 391.26 20.2 7.93 8.95 2 0.00 3.5.0 807.60 2876.26 612.'16 0.9'1 339.30 286.2" 22.9 5.85 6.35 2 0.00 3.5.0 35162.39 20552.77 5918.64 0.99 2 390."5 283."9 22.9 5.85 6.35 2 0.00 75.0 7.97 19571.22 5.73.29 0.99 33 396.00 "8.39 22.9 3.87 9.20 2 0.00 3.5.0 2278.27 12392.94 5617.69 0.99 39 399.87 "97.3 2.7 3."0 3.99 2 0.00 35.0 18115.35 9828.82 5528.89 0.99 35 352.97 289.27 2.7 6.06 6.73 6 50.00 16.0 391.12 18286.0 5615.59 1.06 36 39.03 278.83 ?.7 6.06 6.73 6 5,0.00 16.0 9.1= 1060.3'8 551.1= 1.06 37 365."0 220.69 28.5 9.90 5.58 6 50.00 16.0 2726.94 13165.91 53°6.9 1.08 38 370.00 9"6.29 28.5 9.96 33 6 50.00 16.0 5152.19 23892.54 5011.71 1.08 39 379.96 20.63 3".2 6.76 7.91 6 50.00 16.0 31157.77 131.93 38.59 1.10 90 386.72 2"."9 3".2 7.69 8.99 2 0.00 35.0 312"3.23 182.93 376.00 1.02 9" 399.9" 141.76 39.0 9.99 96 6 50.00 16.0 1 67'8.36 7692.'19 21.63 1.13 92 399.36 69.09 39.0 2.69 3."9 2 0.00 3.5.0 1630,39 360.6= 2965.15 1.N 93 902.00 72.6" 39.0 3.00 3.62 0.00 15.0 7987.25. 3659.17 2351.28 0.98 99 905.00 75.95 39.0 3.92 9."3 2 0.00 35.0 931.50 3617.71 291.89 1.04 95 908.92 "29.29 36.8 6.77 8.95 2 0.00 3.5.0 15.5.30.53 59.63 20=2.'1 1.06 96 9"5."9 89.99 36.8 6.77 8.95 2 0.00 3.5.0 1128.3 2,90.9= 15'1.32 1.06 47 92".96 3".38 39.5 3.35 9.39 2 0.00 35.0 3922.74 373.80 992.36 1.08 0.00 35.0 8 5.21 0.00 1.08 t -S Area: "0089.20 ash Lengih: 32.8 t -S Weight: 1253667.'8'8 ,LENA 7.2 Ana ys-s Resu-�s tiers-cn: licensee: J & I Consulting Prcjec: DPE S e P:\"8""9 D?C -n-ng S -e\S-cpe Saab y\Ca na\Y_cde-s\D?C ease 7 RD.gmf Processed: 30 Jul 2019 15:53:93 IA_A: ina-ys-s " - Case 7 - Rap -d Draw Dcwn va-er-a- ?rcper�-eS ;7 ma�er_a-Si '_a er-a-: " Cchee-on "50.00 '_a er-a-: 2 Cchee-on 0.00 '_a er-a-: Cchee-on 00.00 '_a er-a-: 9 Cchee-on 2000.00 a er-a-: Cchee-on 0.00 '_a er-a-: 6 Cchee-on 50.00 '_a er-a-: Cchee-on 00.00 Y_chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 22.0 "3".00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 3.0 "25.00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- Un± We-ghRu Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 20.0 "9".00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 95.0 ""0.00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru "6.0 20.00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UT-L_Wegh_ Ru 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 'a-er-a- Prcf--es („ prof --es Prcf--e: ;2 pc-n_s 0.00 "60.00 Prcf--e: 2 ;2 pc-n_s 0.00 "97.00 Prcf--e: 3 ;2 pc-n_s 0.00 "92.00 Prcf--e: 9 ;2 pc-n_s 0.00 "00.00 Prcf--e: 5 ;2 pc-n_s 0.00 97.00 Prcf--e: 6 ;2 pc-n_s 302.00 "60.00 Prcf--e: 7 ;2 pc-n_s 305.00 "60.00 Prcf--e: 8 ;2 pc-n_s) 305.00 "97.00 Prcf--e: 9 ;2 pc-n_s 305.00 "92.00 Prcf--e: "0 ;2 pc-n_s 305.00 "00.00 Prcf--e: "" ;2 pc-n_s 302.00 97.00 S-cpe Surface ;9 pc -_s) 0.00 "00.00 - Sverburden - Sand and Crave- - Weaihered Bedrecs_ - SJab-e Bedrecs_ - S-urry - „-ay Un-ae-ghcf wa�er/med-um abcve ground: 62.00 Y_a er-a- beneaih: 2 - Sand and Crave- 302.00 "60.00 Va�er-a- beneaih: 6 - Clay 302.00 "97.00 Y_a er-a- beneaih: 2 - Sand and Crave- 302.00 "92.00 Va�er-a- beneaih: 3 - Weaihered Bedree_ 302.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 302.00 97.00 Va�er-a- beneaih: 5, - S-urry 30`,.00 "60.00 Y_a er-a- beneaih: 2 - Sand and Crave- 995.00 "60.00 Va�er-a- beneaih: 6 - Clay 995.00 "97.00 Y_a er-a- beneaih: 2 - Sand and Crave- 995.00 "92.00 Va�er-a- beneaih: 3 - Weaihered Bedree_ 995.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 995.00 97.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 280.00 160.00 262.00 5 .00 In -_a- crcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R Inersecs: XL: "05.00 YL: "0.67 XR: 330.00 YR: Cen_re: n. 7.73 YC: 36.37 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns range: XL "0.00 20 XR 30.00 20 50.00 50 RESULS: D.na-ys-s " - lase - Rap -d Dra 1 Dc In B-shcp S-mp__f-ed `sAhcd cf Ana-ys-s - :rcu-ar Fa--ure Surface Cr -ca- Fa--ure Surface Search us-ng Y_u---p-e C-rc-e Cenera-cn Techniques 160.00 265.00 160.00 54.00 In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 2.285 Ana -t s -s Surmnaa There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca" (nLi-Lrnurn; Fac_cr cf Safe Resu" s Surmnary - Lcwes 99 rac cr cf Safe y c-rc"es C-rc-e Y -Let Y -Let t-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 "0.67 330.00 "60.00 7.73 361.37 265.00 1.566 <-- Critical Surface 2 "05.00 "0.67 330.00 "60.00 "58.02 360.27 263.98 1.590 3 05.00 "0.67 330.00 "60.00 _58.30 359.17 262.96 1.61Y 9 "09.97 "0".99 330.00 "60.00 _.;7.97 361.1 265.00 1.635 05.00 "0.67 330.00 "60.00 358.07 261.9 1.638 6 "05.00 "0.67 33.8 "60.00 59.0" 361.11 265.00 1.653 "05.00 "0.67 330.00 "60.00 -58.87 356.96 260.92 1.65 8 "09.97 "0".99 330.00 "60.00 360.N 263.98 1.659 9 "05.00 "0.67 33.8 "60.00 59.29 360.00 263.98 1.663 0 "09.97 "0".99 330.00 "60.00 -58.09 35.8.9 262.96 1.667 05.00 "0.67 330.00 "60.00 59.6 355.86 259.90 1.67 ? "05.00 "0.67 33.8 "60.00 59.57 358.90 262.96 1.686 3 05.00 "0.67 330.00 "60.00 59.95 5.75. 258.88 1.690 9 "09.97 "0".99 330.00 "60.00 -58.32 261.9 1.691 03.95 "0".32 330.00 "60.00 Th7.20 360.91 265.00 1.693 6 "05.00 "0.67 33.8 "60.00 59.86 357.80 261.9 1.701 09.97 "0".99 33.8 "60.00 -58.79 360.8'8 265.00 1.703 "8 09.97 "0".99 330.00 "60.00 "58.6" 356.73 260.92 1.705 9 "05.00 "0.67 330.00 "60.00 59.73 353.65 257.86 1.706 20 "03.95 "0".32 330.00 "60.00 "57.98 359.81 263.98 1.708 2" "05.00 "0.67 333.6 "60.00 "60.27 360.8 265.00 1.713 22 "09.97 "0".99 33.8 "60.00 59.02 359.77 263.98 1.717 23 "05.00 "0.67 33.8 "60.00 "60.9 356.69 260.92 1.718 29 "09.97 "0".99 330.00 "60.00 "58.90 355.63 259.90 1.722 25 "03.95 "0".32 330.00 "60.00 58.71 262.96 1.722 26 0`,.00 "0.67 330.00 "60.00 "60.02 352.5= 256.'8= 1.72= 27 "05.00 "0.67 333.6 "60.00 "60.56 359.73 263.98 1.731 28 "05.00 "0.67 33.8 "60.00 "60.93 355.59 259.90 1.732 29 "09.97 "0".99 33.8 "60.00 "59.3" 358.67 262.96 1.73 30 "05.00 "0.67 330.00 "60.00 "60.3" 351. 3 255.82 1.737 3" 03.95 "0".32 330.00 "60.00 _58.06 357.60 261.9 1.738 32 "09.97 "0".99 330.00 "60.00 59.8 35.5.2 258.88 1.739 33 03.92 "0 "9 330.00 "60.00 56.93 360.68 265.00 1.70 39 "05.00 "0.67 333.6 "60.00 "60.89 358.63 262.96 1.7 35 09.97 "0".99 33.8 "60.00 59 59 261.9 1.74' 36 "05.00 "0.67 33.8 "60.00 60.7 .5.0 258 1.70 37 "03.95 "0".32 33.8 "60.00 "58.97 360.65 265.00 1.751 38 "09.97 "0".99 330.00 "60.00 `,9.97 2 257.'86 1.751 39 "05.00 "0.67 330.00 "60.00 "60.60 350.32 25.80 1.753 90 "03.95 "0".32 330.00 "60.00 _58.39 356.50 260.92 1.755 9" "03.92 "0 "9 330.00 60.007.22 359.58 263.98 1.756 92 "09.97 "0.99 333.6 "60.00 "60.0" 360.61 265.00 1.759 93 "05.00 "0.67 333.6 "60.00 "6"."2 357.52 261.9Y 1.759 99 "09.97 "0".99 33.8 "60.00 `,9,88 36.6 260.92 1.763 95 "05.00 "0.67 33.8 "60.00 "6.00 257.86 1.76 96 "03.95 K3? 33 Y "60.00 _`8.7G 52.3- 263.9'8 1.76= 97 "09.97 "0".99 330.00 "60.00 59.76 352.31 256.'8= 1.767 98 "03.95 "0".32 330.00 "60.00 "58.63 355.0 259.90 1.767 99 "05.00 "0.67 330.00 "60.00 "60.88 3 9.21 253.78 1.769 50 "05.00 "0.67 339.79 "60.00 "6.59 360.5; 265.00 1.,71 03.92 "0 "9 330.00 "60.00 - 262.96 1.772 2 "09.97 "0".99 333.6 "60.00 "60.2° 352.50 263.9'8 1.77= 53 05.00 "0.67 333.6 "60.00 "6.90 356.02 260.92 1.775 59 "09.97 "0".99 33.8 "60.00 "60.6 259.90 1.778 03.95 "0".32 33.8 "60.00 59.09 262.96 1.778 56 "05.00 "0.67 33.8 "60.00 "E 28 52.26 256.'8- 1.,79 "03.95 "0".32 330.00 "60.00 "58.92 3.5.29 258.88 1.782 8 "09.97 "0.99 330.00 "60.00 "60.09 351.20 255.82 1.782 9 "05.00 "0.67 330.00 "60.00 "6 -.10 252.76 1.78 60 "05.00 "0.67 339.79 "60.00 "6.82 359.6 263.9'8 1.7'86 6" "09.97 "0.99 333.6 "60.00 "60.57 358.0 262.96 1.7'89 62 "02.89 "00.96 330.00 "60.00 "56.67 360.5 265.00 1.790 63 "05.00 "0.67 333.6 "60.00 "6.69 55.31 259.90 1.790 69 "03.92 "0 "9 330.00 "60.00 , 79 261.9Y 92 65 "09.97 "0".99 33.8 "60.00 "60.95 .25 25'8.'8'8 1,793 66 "03.95 "0".32 33.8 "60.00 59.33 261.9 1.793 67 "03.95 "0.32 330.00 "60.00 59.2"53.18 257.86 1.797 68 "05.00 "0.67 33.8 "60.00 "6.57 351.15 255.82 1.797 69 "09.97 "0.99 330.00 "60.00 "60.33 350.09 25.80 1.798 70 "02.89 "00.96 330.00 "60.00 56.95 359.35 263.98 1.798 "05.00 "0.67 330.00 "60.00 "6.96 36.99 251.73 1.800 72 "03.92 "0 "9 330.00 "60.00 "58.08 356.27 260.92 1.800 73 "05.00 "0.67 339.79 "60.00 "62.0 262.96 1.802 79 "03.92 0" "9 33" `,Y "60.00 `8.%0 360.!2 265.00 1.'802 09.97 "0".99 330.6 "60.00 "60.8` 7.29 261.9= 1.8N 76 "03.95 "0".32 333.6 "60.00 "59.79 360.38 265.00 1.805 "05.00 "0.67 333.6 "60.00 "6.97 35.20 258.88 1.806 70 "09.97 "0".99 33.8 "60.00 "60.73 35.3.1= 257.86 1.'80'8 79 "02.89 "00.96 330.00 "60.00 Th7.29 358.25 262.96 1.810 80 "03.92 "0 9 33".8 8" "03.92 "0 9 330.00 82 "05.00 "0.67 33.58 83 "09.97 "0".99 330.00 89 "09.97 "0".99 339.79 85 "05.00 "0.67 330.00 86 "05.00 "0.67 339.79 87 " 2.95 "0".32 330.00 88 "03.95 0".32 33.58 89 "09.97 "0".99 333.6 90 "05.00 "0.67 333.6 9" "03.92 "0 9 33.58 92 "02.89 "00.96 330.00 93 "02.37 "00.79 330.00 99 "09.97 "0".99 33.`8 95 "03.92 "0 9 330.00 96 "03.95 "0".32 330.00 97 " 03.95 " K.32 33.58 98 " 03.95 ' K.32 3.6 99 05.00 "0.67 33.58 Cr' -ca_ a-_ure Surface ;c-rc-e Inersec�s: 2L: "05.00 YL: Cen re: Y 2 YC: Yenera7eI fa--ure surface: ;20 pct _S 05.00 "0.67 "_7.97 67.96 96.56 80.60 230.35 "06.5" 292.99 288.60 20.99 299.96 60.00 "58.99 359.31 60.00 "58.37 355.16 60.00 " 6. 85, 85 350.01 60.00 "60.62 38.98 60.00 " 6.27 360.33 60.00 " 6" .75 60.00 62.38 x,.21 60.00 59.99 352.07 60.00 "59.6" 356.23 60.00 " 6" ." 9 356.18 60.00 "62.26 353.09 60.00 "58.77 358.21 60.00 ' 2 X57.1? 60.00 "56.90 360.22 60.00 " 6" . 02 352.03 60.00 58.65 3.5.06 60.00 59.78 350.96 60.00 50.00 355.12 60.00 "60.02 359.27 60.00 "62.9 38.93 0.67 XR: 330.00 YR: 36.37 99.99 9-.36 0.2- 3-.4 4 30.02 939 %9.69 30.00 Rad-us: R: 263.98 1.810 259.90 1.811 2.80 1.813 253.;8 1.813 265.00 1.816 250.71 1.816 261.9= 1.'817 256.81 1.817 260.92 1.818 260.92 1.819 257.86 1.82 262.96 1.'822 261.9= 1.'822 265.00 1.822 26.'81 1.'.823 258.88 1.821 255.82 1.826 259.90 1.827 263.98 1.828 253.78 1.828 160.00 265.00 97.R2 12.65 96.'80 155.30 96.3 98.75 205.69 100.71 218.09 103.33 "9.60 266.02 119.50 277.5 12.95 "99.2 320.18 152.00 330.00 160.00 - Cecmery and Prcper�-es - Cr -ca- Fa' ure Surface (c-rc-e ", 7 slices) S_ -S Base P:re;ater Normal Let Area 9.ng-e W±dh Leng2 '_a-- Cches-cn Phi Weight Force Stress 05.00 59 "0." 9.67 9.75 2 0.00 X5.0 698.60 .21 155.91 2 "09.67 "6.77 -"0." 9.67 9.7` 2 0.00 3.5.0 2095.81 1062.72 67.'73 3 9.35 7.90 "0." 3.2 3.7 3 "00.00 18.0 2189.02 1102.96 727.1 9 7.97 99.7 -7.9 6.28 6.33 3 "00.00 1'8.0 623,02 302 .'83 1016.67 2.75 67.9" -7.9 6.28 6.33 3 "00.00 18.0 8605.00 22.68 1398.20 6 "30.02 66.99 -9.6 5.06 5.07 3 "00.00 18.0 8560.71 190.86 1712.81 "3.08 77.5A -9.6 5.06 5.07 3 "00.00 18.0 9918.62 3.3 1983.67 0 "90.9 92.36 -9.6 2 2 2 9 2000.00 20.0 519.'75 2652..15. 228'8.76 9 "92.65 7.56 .9 6.33 6.33 9 2000.00 20.0 15030.21 7339.91 227.16 0 48.97 ? -.9 6.33 6.33 9 2000.00 20.0 16'7'75.11 825.96 2721.9 2.30 96.02 0.8 6.33 6.33 9 2000.00 20.0 1861.25 9112.5 2916.39 2 6.63 "58.79 0.8 6.33 6.33 9 2000.00 20.0 20201.01 9909.37 3166.60 2 67.96 "87.95 3.6 6.95 6.97 9 2000.00 20.0 23851.13 11750.75 1326.50 9 "79.92 "63.9" 3.6 5.69 5.70 3 "00.00 18.0 20682.85 10216.69 3610.31 80.60 "90.2 6.3 6.29 6.33 3 "00.00 18.0 23996.79 11936.36 3763.00 6 "86.90 "98.99 6.3 6.29 6.33 3 "00.00 18.0 25028.37 1289.72 3925.21 93.9 28.03 9 3.92 3.97 3 "00.00 18.0 16062.02 8089.69 020.95 "7."" "30.70 9." 3.92 3.97 3 "00.00 18.0 16 .7.01 825'.61 095.11 "9 20.03 "58.95 9." 9.66 9.72 2 0.00 35.0 19868.15 1002 2 .11 18 20 %0 ,0`.69 26.9 .8 6.20 6.33 2 0.00 35.0 27017 36 177'%.01 172.71 2" 2.89 220.92 ".8 6.20 6.33 2 0.00 35.0 27615.12 1082.88 265.06 22 28.09 " 43.0 "9.5 3.96 9.09 2 0.00 35..0 17'%'%7.01 922.2 276.91 23 222.09 "99.26 "9.5 3.96 9.09 2 0.00 35.0 18031.90 9299.13 1321.63 29 226.00 "59.87 "9.5 9.35 9.99 2 0.00 3.5.0 19968.19 10305.80 .81 25 230.35 "97.07 "7.3 5.33 5.58 2 0.00 35.0 25.71.89 12878.13 331.91 26 23.67 "7.7_ 7. . 5.58 2 0.00 3.5.0 26N.02 12919.61 38.05 27 29.00 53.52 "7.3 ".99 2 0.00 35.0 6653.75 397.23 313.01 28 292.99 220.82 20.0 95 6.32 2 0.00 35.0 275.01 166.61 292.'7 29 298.39 ?9.73 20.0 95 6.33 2 0.00 3.5.0 27317.5 1592.10 21.52 30 ?59.39 90.5`% ??.7 3.83 9 2 0.00 3.5.0 1769.'02 950'7 3 201.16 ?8.7 39.26 ??.7 3.03 4.5, 0.00 3.5.0 17312.05 923.02 163.2= 2 262.00 "99.59 22.7 9.02 9.35 2 0.00 35.0 17973.98 9602.01 117.82 33 266.02 202.99 25.5 .72 6.33 2 0.00 35.0 25168.11 13092.32 3993.20 39 27.73 97.80 25.5 .72 6.33 2 0.00 X5.0 2 .'2.61 12015.85 Q78.91 35 277.95 86.68 28.2 2.55 2.90 2 0.00 X5.0 10711.51 5130.70 3.73.78 36 280.00 "39.9" 28.2 9.30 9.88 2 0.00 X5.0 17381.78 8081.00 578.99 37 289.30 "29.98 28.2 9.30 9.88 2 0.00 3.5.0 1610.22 7.77.56 3318.35 38 288.60 "98.99 3".0 .2 6.33 2 0.00 3.5.0 1882.20 868.07 2967.02 39 299.03 3 .26 3-.0 5.93 6.33 2 0.00 3.5.0 16271.'8 7181.09 2602.96 90 299.96 2.08 33.7 2.59 3.05 2 0.00 X5.0 6821.53 2989.01 2295.28 9" 302.00 59.56 33.7 3.00 3.6" 0.00 15.0 6551.81 3117.37 1789.83 92 305.00 23.58 33.7 ".28 .59 2 0.00 35.0 2915.72 1192.82 1933.11 93 306.28 62.30 33.7 3.72 9.97 G 50.00 16.0 7717.23 2999.'89 190.39 99 30.00 98.69 36.9 3.9" 9.29 6 50.00 16.0 6065.02 2187.76 1605.31 95 33.4 6.9 6.77 8.92 2 0.00 35.0 0008.96 2363.83 1056.1 96 320.8 39.2 2.95 3.7 2 0.00 3.5.0 216.81 197.5 657.95 97 322.69 22.09 39.2 7.36 9.50 2 0.00 3.5.0 2760.95 0.00 27.'75 t -S Area: 5650.05 Pail Leng_h: 290.60 t -S Weight: 706850.62 Test Factor 1.10 1.10 1.05 1.01 1.01 1.02 1.02 1.02 1.01 1.01 1.00 1.00 0.99 0.99 0.98 0.98 0.98 0.98 0.95 0.93 0.93 0.93 0.93 0.93 0.92 0.92 0.92 0.92 0.92 0.91 0.91 0.91 0.91 0.91 0.92 0.92 0.92 0.92 0.92 0.93 0.81 0.93 1.07 1H 09 0 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: PPG S e P:\"8""9 PPG "-n-ng S -e\S-cpe Saab y\Ga na\Y_cde-s\DPG ease 7 Full.gmf Processed: 30 Jul 2019 15:55:99 I;Y.-D.: D.na-ys-s " - Case 7 - Fu-- Reservc-r va-er-a- Frcper�-eS ;7 ma�er_a-Si " ;Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UT-L_Wegh_ Ru 50.00 22.0 "3.00 Au_c 2 ;Y_chr-Ccu-cmb "sc_rcp-c) - Sand and Grave- Cches-cn Ph- UT-L_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Tchr-Ccu-cmb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '2./'_aer-a-: 9 ;Y_chr-Ccu-cmb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UT-L_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5 ;Y_chr-Cculcmb Isc_rcp-c) - Slurry Cches-cn Ph- UT-L_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Cculcmb Isc_rcp-c) - Clay Cches-cn Ph- UT-L_Wegh_ Ru 50.00 "6.0 "20.00 Au_c '2'_a er-a-: 7 ;Y_chr-Ccu-cmb-sc_rcp-c) - S-_ Cches-cn Ph- UT-L_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er Frcper -eS Tin-ae-ghcf wa�er: 62.900 Un-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- Prcf--es ( prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "60.00 302.00 "60.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "97.00 302.00 "97.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "92.00 302.00 "92.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 302.00 "00.00 Prcf-"e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 0.00 97.00 302.00 97.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 5 - S-urry 302.00 "60.00 305.00 "60.00 Prcf--e: 7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 305.00 "60.00 995.00 "60.00 Prcf--e: 8 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 305.00 "97.00 995.00 "97.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 305.00 "92.00 995.00 "92.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 305.00 "00.00 995.00 "00.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 302.00 97.00 995.00 97.00 SS-cpe Surface ;9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "59.00 Fa--ure Surface "00.00 "00.00 "00.00 "59.00 280.00 160.00 262.00 5 .00 In -_a- crcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R Inersecs: XL: "05.00 YL: "0.67 XR: 330.00 YR: Cen_re: n. 7.73 YC: 36.37 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns ,a -_h -n range: XL X R R "0.00 30.00 50.00 20 20 50 RESULS: D.na-ys-s " - Case 7 - Fu-- Reservc-r B-shcp S-mp__f-ed `ethcd cf ina-ys-s - C,rcu-ar Fa--ure Surface Cr -ca- 7a--ure Surface Search us-ng Y_u---p-e G-rc-e Genera-cn Techniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 9.69 160.00 265.00 160.00 54.00 Ana -t s -s Surmnaa There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca" (nLi-Lrnurn; Fac_cr cf Safe_,: 2.92 Resu" s Surmnary - Lc wes 99 rac cr cf 2fe y c-rc"es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 "0.67 330.00 "60.00 7.2 361.37 265.00 2.927 <-- Critical Surface 2 "05.00 "0.67 330.00 "60.00 "58.02 360.27 263.98 2.969 3 05.00 "0.67 330.00 "60.00 _58.30 359.17 262.96 3.010 9 "09.97 "0".99 330.00 "60.00 _.;7.97 361.14 265.00 3.02 05.00 "0.67 330.00 "60.00 58.598.07 261.94 3.053 6 "05.00 "0.67 33.8 "60.00 59.0" 361.11 265.00 3.075 "05.00 "0.67 330.00 "60.00 -58.87 356.96 260.92 3.080 8 "09.97 "0".99 330.00 "60.00 360.04 263.98 3.089 9 "05.00 "0.67 33.8 "60.00 59.29 360.00 263.98 3.092 0 "09.97 "0".99 330.00 "60.00 -58.09 358.94 262.96 3.104 05.00 "0.67 330.00 "60.00 59.6 355.86 259.90 3.115 2 "05.00 "0.67 33.8 "60.00 59.57 358.90 262.96 3.132 2 05.00 "0.67 330.00 "60.00 59.95 5.75. 258.88 3.12 9 "09.97 "0".99 330.00 "60.00 "58.32 261.9= 3.1 03.95 "0".32 330.00 "60.00 Th7.20 360.91 265.00 3.150 6 "05.00 "0.67 33.8 "60.00 59.86 357.80 261.94 3.158 09.97 "0".99 33.8 "60.00 -58.79 360.8'8 265.00 3.162 "8 09.97 "0".99 330.00 "60.00 "58.6" 356.73 260.92 3.170 9 "05.00 "0.67 330.00 "60.00 59.73 353.65 257.86 3.171 20 "03.95 "0".32 330.00 "60.00 "57.98 359.81 263.98 3.175 2" "05.00 "0.67 333.6 "60.00 "60.27 360.8Y 265.00 3.176 22 "09.97 "0".99 33.8 "60.00 59.02 359.77 263.98 3.187 23 "05.00 "0.67 33.8 "60.00 "60.9 356.69 260.92 3.188 29 "09.97 "0".99 330.00 "60.00 "58.90 355.63 259.90 3.198 25 "03.95 "0".32 330.00 "60.00 358.71 262.96 3.200 26 "05.00 "0.67 330.00 "60.00 60.02 352.54 256.84 3.203 27 "05.00 "0.67 333.6 "60.00 "60.56 359.73 263.98 3.206 28 "05.00 "0.67 33.8 "60.00 "60.93 355.59 259.90 3.213 29 "09.97 "0".99 33.8 "60.00 "59.3" 358.67 262.96 3.216 30 "05.00 "0.67 330.00 "60.00 "60.3" 351.2 255.82 3.225 3" 03.95 "0".32 330.00 "60.00 _58.06 357.60 261.94 3.228 32 "05.00 "0.67 333.6 "60.00 "60.89 358.63 262.96 3.229 33 09.97 "0".99 330.00 "60.00 59.8 35.5.2 258.88 3.229 39 "03.92 "0 "9 330.00 "60.00 56.93 360.68 265.00 3.232 35 09.97 "0".99 33.8 "60.00 59 59 261.94 3.240 36 "05.00 "0.67 33.8 "60.00 "60.7" 258.88 3.240 37 "03.95 K3? 33 Y "60.00 _`8.47 360.65 265.00 .26 38 "09.97 "0".99 330.00 "60.00 `,9.97 2 27.'86 3.251 39 "05.00 "0.67 330.00 "60.00 "60.60 350.32 2.80 3.252 90 "05.00 "0.67 333.6 "60.00 "6"."2 357.52 261.94 3.256 9" "09.97 "0.99 333.6 "60.00 "60.0" 360.61 265.00 3.257 92 "03.95 "0.32 330.00 "60.00 58.39 356.50 260.92 3.258 93 "03.92 "0 "9 330.00 60.007.22 359.58 263.98 3.259 99 "09.97 "0".99 33.8 "60.00 `,9,88 35.6.6 260.92 3.266 95 "05.00 "0.67 33.8 "60.00 "6.00 257.86 3.267 96 "03.95 "0".32 33".`8 "60.00 58.76 352.5= 263.9'8 3.269 97 "05.00 0.67 339.79 "60.00 6.59 360.57 265.00 3,273 98 "09.97 "0".99 330.00 "60.00 59.76 352.31 256.84 3.278 99 "03.95 "0.32 330.00 "60.00 58.63 355.0 259.90 3.279 50 "05.00 "0.67 330.00 "60.00 "60.88 349.21 253.78 3.280 05.00 "0.67 333.6 "60.00 "6.90 356.42 260.92 3.283 2 "09.97 "0".99 333.6 "60.00 "60.29 359.50 263.98 3.283 2 03.92 "0 "9 330.00 "60.00 35.8.8 262.96 3.289 `,9 "09.97 "0".99 33.8 "60.00 "60.G 5. 259.90 3.293 05.00 "0.67 33.8 "60.00 6.28 352.26 25.6.8 3.29= 56 "03.95 "0".32 33.8 "60.00 59.09 262.96 3.294 "05.00 "0.67 339.79 "60.00 "6.82 353.=6 263.9'8 3.299 8 "09.97 "0.99 330.00 "60.00 "60.09 351.20 255.82 3.305 9 "03.95 "0.32 330.00 "60.00 "58.92 3.5.29 258.88 +.305 60 "05.00 "0.67 330.00 "60.00 "6"."7 38.10 252.76 3.308 6" "09.97 "0.99 333.6 "60.00 "60.57 358.0 262.96 3.3.09 62 "05.00 "0.67 333.6 "60.00 "6.69 55.31 259.90 3.310 63 "09.97 "0.99 33.8 "60.00 "60.95 5.25 258.88 3.319 69 "02.89 "00.96 330.00 "60.00 "56.67 360.5 265.00 3.320 65 03.95 "0.32 33.8 "60.00 9.33 261.94 3.320 66 "03.92 "0 "9 330.00 "60.00 , 79 ▪ 261.94 3.323 67 "05.00 "0.67 339.79 "60.00 "62.0 ▪ 262.96 3,325. 68 "05.00 "0.67 33.8 "60.00 "6.`7 351.15 25.'82 3.3.29 69 "03.95 "0.32 330.00 "60.00 50.2" 353.18 257.86 3.331 70 "09.97 "0".99 330.00 "60.00 60.33 350.09 25.80 3.332 "02.89 "00.96 330.00 "60.00 "56.95 359.35 263.98 3.33.5 72 "09.97 "0".99 333.6 "60.00 "60,8`, 357.29 261.9=3.33.5 73 "05.00 "0.67 330.00 "60.00 "6.96 36.99 251.73 3.336 79 "05.00 "0.67 333.6 "60.00 "6.97 35.20 258.88 3.336 03.95 "0".32 333.6 "60.00 59.79 360.38 265.00 3.336 76 "03.92 "0 "9 33.8 "60.00 "58.20 360.C2 265.00 3.33.7 "03.92 "0 "9 330.00 "60.00 "58.08 356.27 260.92 3.338 7R "09.97 "0".99 33 Y "60.00 "60.73 .1= 27.'86 6 79 "09.97 "0".99 339.79 "60.00 "6".27 360,33 265.00 3.351 80 "03.92 -0 9 33.58 "60.00 "58.99 359.31 263.98 3.351 8" "05.00 "0.67 339.79 "60.00 "62.38 35.7.24 261.9= 352 82 "05.00 -0.67 33.58 "60.00 -6.85 350.04 2.80 3.3.56 83 "02.89 "00.96 330.00 "60.00 57.24 358.25 262.96 3.3.56 89 "03.92 -0 9 330.00 "60.00 58.37 375.16 259.90 85 "09.97 -0.99 330.00 "60.00 "60.62 3O.98 253.78 3.358 86 "09.97 "0.99 333.6 "60.00 "6"."9 356.1'8 260.92 3.361 87 "05.00 -0.67 333.6 "60.00 "62.2653.09 257.86 3.363 88 "03.95 -0.32 33.58 "60.00 59.6" 356.23 260.92 3.363 89 "05.00 -0.67 330.00 "60.00 6.7`, 87 250.71 3.363 90 "03.95 -0.32 330.00 "60.00 59.99 352.07 256.87 3.366 9" "05.00 -0.67 336.32 "60.00 "62.79 360.29 265.00 3.368 92 "03.92 -0 9 33.58 "60.00 "58.77 358.21 262.96 3.3.71 93 "09.97 "0.99 3358 "60.00 "6.02 352.03 256.'84 372 99 "09.97 "0.99 339.79 "60.00 "6 359.23 263.9'8 3.3.76 95 "02.89 "00.96 330.00 "60.00 7.53 35.7.1 261.94 96 "03.95 -0.32 333.6 "60.00 "60.02 359.27 263.98 97 "02.37 "00.79 330.00 "60.00 "56.90 360.22 265.00 3.378 98 "05.00 -0.67 339.79 "60.00 "62.66 356.13 260.92 3.378 99 03.92 -0 9 330.00 "60.00 58.65 ..5 .06 258.88 3.379 9r -ca_ a-_ure Surface ;c-rc-e Inersec�s: 2L: "05.00 YL: -0-.67 2R: 330.00 YR: 160.00 Cen re: 3 Y 3G.37 Rad-us: R: 265.00 genera ed fa-_ure surface: ;20 pc -n s 05.00 -0-.67 7.97 99.99 "30.02 97.82 142.65 96.80 155.30 96.38 67.96 96.56 80.60 97.36 93.9 98.75 205.69 100.74 218.09 103.33 230.3 06.K 292.99 ` 0.27 29.39 9.60 266.02 119.50 277.5 12.95 288.60 "30.99 299.96 "37.95 30.00 "99.8 320.18 152.00 330.00 160.00 - Cecmery and Prcper�-es - Cr -ca- Fa--ure Surface (c-rc-e ", -7 slices) S_ -S Base Pcre;ater Normal Test 'r; Let Area F.ng-e?-doh Length '_a-- 5ches-cn Phi Weight Force Stress Factor 05.00 59 -0.- 9.67 9.75 2 0.00 5.0 698.60 15627.98 3369.78 1.06 2 "09.67 "6.77 -"0." 9.67 9.7` 2 0.00 35.0 2095.'81 15'87.90 3.578.15 1.06 3 9.35 7.90 -0.- 3.2 3.7 3 -00.00 18.0 2189.02 10727.87 375.08 1.04 9 7.47 99. .9 6.28 6.33 3 "00.00 1'8.0 623.02 2171.76 397.0'8 1.02 ?.7 67.9" -7.9 6.28 6.33 3 "00.00 18.0 8605.00 22035.67 195.7 1.02 6 "30.02 66.99 -9.6 5.06 5.07 3 "00.00 18.0 8560.74 17852.35 395.87 1.01 "3.08 7.59 -9.6 5.06 5.07 3 "00.00 18.0 9918.62 17982.04 -560.3 1.01 8 -90.9 92.36 -9.6 2.5- 2.2 9 2000.00 20.0 519.85 8961.0 1.01 9 "92.65 7.56 .9 6.33 6.33 9 2000.00 20.0 15030.21 2261.57 019.62 1.00 0 48.97 -9 6.33 6.33 9 2000.00 20.0 16'8'85.== 2272.21 9'81.79 1.00 X5.30 96.02 0.8 6.33 6.33 9 2000.00 20.0 1861.25 2277.14 5080.93 1.00 2 6.63 "58.79 0.8 6.33 6.33 9 2000.00 20.0 20201.04 22710.36 5199.66 1.00 67.06 87,97 .6 6.97 6.97 9 2000.00 20.0 23851.13 2073.12 5258.11 0.99 9 "79.92 "63.9" 3.6 5.69 5.70 3 "00.00 18.0 20 82.85 20198.09 53.75.25 1.00 80.60 -90.3 6.3 6.29 6.33 3 "00.00 18.0 23996.79 2221.68 513.69 0.99 6 "86.90 "98.99 6.3 6.29 6.33 3 "00.00 18.0 25028.37 21966.25 5.80 0.99 93.9 28.03 9 3.92 3.97 3 "00.00 18.0 16062.02 13610.26 5446.09 1.00 -97.-- "30.70 9.- 3.92 3.97 3 "00.00 18.0 16357.N 1355.6 539.20 1.00 9 20.03 "58.95 9 9.66 9.72 2 0.00 X5.0 19868.15 15803.34 5401.58 0.98 20 205.69 26.9 -.8 6.20 6.33 2 0.00 X5.0 27017.36 20785.23 5362.04 0.97 2- 2.89 220.92 -.8 6.20 6.33 2 0.00 X5.0 27615.12 20273.85 5327.27 0.97 22 28.09 -93.0 9.5 3.96 9.09 2 0.00 X5.0 17887.04 12788.3 5262.14 0.97 23 222.09 "99.26 -9.5 3.96 9.09 2 0.00 35.0 18031.90 12526.96 5.215.C2 0.97 29 226.00 "59.87 -9.5 9.35 9.99 2 0.00 3.5.0 19968.19 1365.40 5162.97 0.97 25 230.35 "97.07 -7.3 5.33 5.58 2 0.00 X5.0 2"71.89 1621.64 5056.58 0.97 26 23.67 -97. Z "7.3 5.33 5.58 2 0.00 35.0 2604.02 15665.15 951.92 0.97 27 29.00 53.52 "7.3 -.99 2 0.00 X5.0 6653.75 4132.88 086.57 0.97 28 292.99 220.82 20.0 5.95 6.33 2 0.00 X5.0 275.01 1680.96 775 - 0.98 29 298.39 ?9.73 20.0 95 6.33 2 0.00 3.5.0 27317 5992.97 621.7'% 0.98 30 29.39 "90.52 22.7 3.83 9.Th 2 0.00 35.0 1769.82 10005.05 72.25 0.99 28.7 "39.26 22.7 3.83 9.Th 2 0.00 X5.0 17312.05 9588.56 .73.26 0.99 2 262.00 "99.59 22.7 9.02 9.35 2 0.00 X5.0 17973.98 9602.01 269.37 0.99 33 266.02 202.99 25.5 .72 6.33 2 0.00 X5.0 25168.14 13092.32 16.52 0.99 39 27.73 97.80 25.5 `.72 6.33 2 0.00 35.0 2 ."2.64 12015.85 055.19 0.99 35 277.95 86.68 28.2 2.5` 2.90 2 0.00 X5.0 10771.5 5130.70 3939.02 1.01 36 280.00 "39.9" 28.2 9.30 9.88 2 0.00 3.5.0 17381.7'8 8081.00 3769.28 1.01 37 289.30 "29.98 28.2 9.30 9.88 2 0.00 3.5.0 16140.22 7.77.56 3497.11 1.01 38 288.60 "98.99 3".0 .93 6.33 2 0.00 3.5.0 1802.20 86'8.07 3144.'81 1.02 39 299.03 -3.26 3-.0 5.93 6.33 2 0.00 3.5.0 16271.4' 7181.09 2763.21 1.02 90 299.96 `5.08 33.7 2.59 3.05 2 0.00 X5.0 6821.53 2989.04 252.63 1.04 9- 302.00 59.56 33.7 3.00 3.6- 0.00 15.0 6551.81 3117.37 1939.11 0.98 92 305.00 23.58 33.7 -.28 .59 2 0.00 35.0 2915.72 1192.82 2071.58 1.04 93 306.28 62.30 33.7 3.72 9.97 G 50.00 16.0 7717.23 2999.'89 1979.=2 1.13 99 30.00 98.69 36.9 3.9- 9.29 6 50.00 16.0 6065.02 2187.76 1679.7 1.16 97 9" 6.9 6.77 8.92 2 0.00 3.5.08.96 2363..83 1157.62 1.06 96 320.8 39.2 2.95 3.7 2 0.00 X5.0 216.81 197.5 72.1 1.08 97 322.69 22.09 39.2 7.36 9.50 2 0.00 35.0 2760.95 0.00 313.83 1.08 t -S Area: 5650.05 Path Length: 290.60 t -S Weight: 706850.62 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?G "-n-ng S -e\S-cpe S_ab _y\Ga na\Y_cdels\DPG Case 8 RD.gmf Processed: 30 Jul 2019 16:19:35 IA_A: ina-ys-s " - Case 8 - Rap -d Draw Dcwn va-er-a- ?rcper�-eS ;7 ma�er_a-Si " ;Y_chr-Cculcmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Gravel Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '2./'_aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJable Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5 ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c '2'_a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin± ae-ghcf wa�er: 62.900 Uri± ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- Prcf--es ("` prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 75.00 375.00 75.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "65.00 375.00 "65.00 Prcf±le: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Gravel 0.00 "58.00 375.00 "58.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "32.00 375.00 "32.00 Prcf±le: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Gravel 0.00 "23.00 375.00 "23.00 Prcf±le: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 375.00 "00.00 Prcf--e: S ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 375.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 75.00 75.00 378.00 75.00 Prcf±le: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Gravel 78.00 75.00 990.00 ?5.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 78.00 "65.00 990.00 "65.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 78.00 "58.00 990.00 "58.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 78.00 "32.00 990.00 "32.00 Prcf±le: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Gravel 78.00 "23.00 990.00 "23.00 Prcf±le: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 78.00 "00.00 990.00 "00.00 Prcf-"e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 75.00 97.00 990.00 97.00 SS-cpe Surface ;9 pc -_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "25.00 "00.00 "25.00 "00.00 350.00 175.00 332.00 169.00 In -a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R -n ersec s: UL: "30.00 YL: "0.67 UR: 900.00 YR: Cen_re: , : "92.99 YC: 905.30 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns ,a -_h -n range: XL X R R "0.00 30.00 20.00 20 20 50 175.00 310.00 175.00 169.00 RESUL-1: D.na-yS-s - 7ase 8 - Rap -d Dra-1 Dc -In B-shcp S -f -e8 `s_hcd cf D.na-,s - 7,rcu-ar Fa--ure Surface Cr -ca- Fa--ure Surface Search us-ng Yu -p -e C-rc-e Cenera�-cn-echniques In' -'a fa--ure surface apprcz;-ma_-cn - Fader cf Sate -_y: -.886 Ana-ts-s Suma r There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca- ;m-n-mun Fader cf Sate -_y: -.52 Resu- s Sununary - Lcwes 99 7ac7cr cf Sate -_y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-Rgh_-Cenre Y -Centre Radius FoS 30.00 -0.67 900.00 75.00 "92.99 O5.30 310.00 1.522 <-- Critical Surface 2 "30.00 -0.67 900.00 75.00 "92.6" O.86 309.59 1.525 3 30.00 -0.67 900.00 ?5.00 "92.73 74.42 309.18 1.527 9 "30.00 "0".67 900.00 75.00 "92.85 73.98 308.78 1.530 30.00 -0.67 900.00 75.00 "92.9? Y03.5Y 308.37 1.533 6 "30.00 -0.67 900.00 75.00 93.09 X03.09 307.96 1.536 "30.00 -0.67 900.00 75.00 93.2" O2.65 307.55 1.539 8 "29.97 "0".99 900.00 75.00 -92.23 75.07 310.00 1.55. 9 -30.00 -0.67 900.00 75.00 93.33 O2.21 307.14 1.55. 0 -29.97 -0.99 900.00 75.00 92.35 O.63 309.59 1.58 30.00 -0.67 900.00 75.00 93.95 O1.77 306.73 1.59 2 -29.97 -0-.99 900.00 75.00 92.97 O.19 309.18 1.550 3 30.00 -0.67 900.00 ?5.00 93.57 O1.32 306.33 1.552 9 -30.00 -0.67 90-.58 75.00 "93.77 75.04 310.00 1.553 29.97 -0-.99 900.00 75.00 -92.59 03.75 308.78 1.553 6 -30.00 -0.67 900.00 75.00 93.69 400.88 305.92 1.555 30.00 -0.67 90-.58 75.00 93.89 40.59 309.59 1.556 -8 30.00 -0.67 900.00 75.00 93.8- r0. « 305.51 1.558 9 -30.00 -0.67 90-.58 75.00 -99.0- 40.15 309.18 1.559 20 -29.97 -0-.99 900.00 75.00 -92.7- 403.30 308.37 1.560 2- -30.00 -0.67 900.00 75.00 -93.93 400.00 305.10 1.561 22 -30.00 -0.67 90-.58 75.00 -99.3 403.71 308.78 1.562 23 -29.97 -0-.99 900.00 75.00 -92.83 402.86 307.96 1.563 29 -30.00 -0.67 900.00 75.00 -99.05 399.55 304.69 1.565 25 -30.00 -0.67 90-.58 75.00 -99.25 403.27 308.37 1.565 26 -29.97 -0-.99 900.00 75.00 -92.95 O2.C2 307.55 1.5.66 27 -28.95 -0-.32 900.00 75.00 -9.98 40.84 310.00 1.568 28 -30.00 -0.67 900.00 75.00 -99.7 399.11 304.29 1.568 29 -30.00 -0.67 90-.58 75.00 -99.37 402.82 307.96 1.569 30 -29.97 -0-.99 900.00 75.00 93.07 401.98 307.14 1.569 3- 28.95 -0-.32 900.00 75.00 92.0 04.40 309.59 1.570 32 -30.00 -0.67 900.00 75.00 -99.29 398.67 303.88 1.571 33 30.00 -0.67 90-.58 75.00 -99.99 402.38 307.55 1.572 39 -29.97 -0-.99 900.00 75.00 93.9 401.53 306.73 1.572 35 30.00 -0.67 900.00 75.00 -99.9- 398.22 303.47 1.574 36 -30.00 -0.67 90-.58 75.00 -99.6- 401.94 307.14 1.575 37 -29.97 -0-.99 900.00 75.00 93.32 401.09 306.33 1.577 38 -29.97 -0.99 90.58 75.00 93.2 40.80 310.00 1.576 39 -28.95 -0-.32 900.00 75.00 92.22 403.96 309.18 1.577 90 -30.00 -0.67 900.00 75.00 -99.3 397.78 303.06 1.578 9- -30.00 -0.67 90-.58 75.00 -99.73 401.49 306.73 1.57'8 92 -29.97 -0-.99 900.00 75.00 93.99 400.65 305.92 1.578 93 -29.97 -0-.99 90-.58 75.00 93.69 40.36 309.59 1.579 99 -28.95 -0-.32 900.00 75.00 92.39 403.51 308.78 1.580 95 -30.00 -0.67 900.00 75.00 -99.65 397.33 302.65 1.581 96 -30.00 -0.67 90-.58 75.00 -99.85 401.05 306.33 1.581 97 -29.97 -0-.99 900.00 75.00 93.6 400.21 305.51 1.582 98 -29.97 -0-.99 90-.58 75.00 93.76 403.92 309.18 1.582 99 -30.00 -0.67 903.6 75.00 95.05 40.76 310.00 1.583 50 -28.95 -0-.32 900.00 75.00 92.96 03.07 308.37 1.583 30.00 -0.67 900.00 75.00 -99.78 396.89 302.24 1.584 2 -30.00 -0.67 90.58 75.00 -99.97 400.61 305.92 1.585 29.97 -0-.99 900.00 75.00 93.68 399.76 305.10 1.585 59 -29.97 -0.99 90.58 75.00 93.87 403.8 308.78 1.585 30.00 -0.67 903.6 75.00 95 04.32 309.59 1.586 56 -28.95 -0-.32 900.00 75.00 92.8 402.63 307.96 1.586 -30.00 -0.67 900.00 75.00 -99.90 396.44 301.84 1.588 8 -30.00 -0.67 90.58 75.00 95.09 400.16 305.51 1.588 9 -29.97 -0-.99 900.00 75.00 93.80 399.32 304.69 1.588 60 -29.97 -0.99 90.58 75.00 93.99 403.03 308.37 1.588 6- -30.00 -0.67 903.6 75.00 "95.29 03.88 309.18 1.589 62 -28.95 -0-.32 900.00 75.00 92.70 402.19 307.55 1.589 63 -29.97 -0.99 900.00 75.00 93.92 398.87 304.29 1.591 69 -30.00 -0.67 90-.58 75.00 "95.2- 399.72 305.10 1.591 65 -29.97 -0-.99 90-.58 75.00 _ .-- 402.59 307.96 1.592 66 -30.00 -0.67 900.00 75.00 95.02 396.00 301.3 1.592 67 -30.00 -0.67 903.6 75.00 95.9- 403.3 308.78 1.592 68 -28.95 -0-.32 900.00 75.00 92.82 401.74 307.14 1.592 69 -29.97 -0-.99 900.00 75.00 -99.09 398.43 303.88 1.594 70 -28.92 -0-.-9 900.00 75.00 -9.72 40.61 310.00 1.594 - -29.97 -0-.99 90-.58 75.00 -99.23 402.15 307.55 1.595 72 "30.00 "0.67 903.6 75.00 73 "30.00 "0.67 90".58 75.00 79 "28.95 "0".32 900.00 "75.00 "30.00 "0".67 900.00 ?5.00 76 "28.92 "0 9 900.00 75.00 "29.97 "0".99 90".58 75.00 78 "29.97 "0".99 900.00 75.00 79 "28.95 "0".32 900.00 ?5.00 80 "28.95 "0".32 90".58 75.00 8" "30.00 "0.67 903.6 75.00 82 "30.00 "0.67 90".58 75.00 83 "28.92 "0 9 900.00 75.00 89 "30.00 "0.67 900.00 75.00 85 "28.95 "0".32 900.00 75.00 86 "29.97 "0".99 90".58 ?5.00 87 "28.95 "0".32 90".58 75.00 88 "29.97 "0".99 900.00 75.00 89 "28.92 "0 9 900.00 75.00 90 "30.00 "0.67 903.6 75.00 9" "30.00 "0.67 90".58 75.00 92 "30.00 "0.67 900.00 75.00 9 "30.00 "0.67 900.00 75.00 99 "28.95 "0".32 90".58 75.00 95 "28.95 "0".32 900.00 ?5.00 96 "29.97 "0".99 90".58 75.00 97 "29.97 "0".99 403.6 8.00 98 "28.92 "0 9 900.00 75.00 99 29.97 "0".99 900.00 75.00 9r -ca_ a-_ure Surface ;c-rc_e 05 33 92.94 9.84 99.3r,, 94.6 93.06 93.26 95.65 95.95 9.96 95.26 93 8 99.97 0 8 99.28 92.08 05 77 9.38 95.50 93.0 93,30 99.59 99.79 92.20 99.90 =02.99 399.27 40120 395,56 -01,70 97.99 400.86 =0= 02.55 398.83 03.72 395.11 400.2 =01.26 404.13 097 _ _C3,28 402.10 398.39 39.6, 39.22 =03.69 399.97 400.82 40=. 4C2 e! 397.10 In ersec s: 2L: "30.00 YL: "0.67 2R: 900.00 YR: Cen_re: YC"92.99 YC: 905.30 Rad-us: R: Yenera�ed fa--ure surface: ;20 pct _s 30.00 "0.67 "95.03 98.96 "60.8 96.99 ,0`.9` 95.60 ??.9 96.63 236.36 98.=2 28.09 "08.23 295.62 ""2.96 309.89 ""8.39 3`0.88 28.82 363.8 "96.99 376.33 .155.70 - Gecm.e=y and Prcper�-es - Cr -ca- Fa--ure Surface (c-rc_e ", 8 slices) 308.37 30.69 306.73 301.02 309.59 307.1E 306.33 310.00 307.96 30=.29 309.18 300.61 305.92 306.73 309.59 303.06 308.78 307.5.5. 303.88 300.20 299.80 309.18 305,51 306.33 310.00 308.37 302.65 175.00 310.00 175.2 21.2 323.88 _8.40 1.595 1.595 1.595 1.596 1.597 1.598 1.598 1.598 1.599 1.599 1.599 1.600 1.600 1.601 1.602 1.602 1.602 1.603 1.603 1.603 1.6N 1.605 1.605 1.605 1.606 1.606 1.606 1.606 95 ..77 100.96 12=. 165.06 190.68 266.35. 6 400.00 95.31 104.2 131.3= 175.00 S_ -S Base P:reGater Normal Test 'r; Let Area 9ng-e WLhh Leng2 '__al Cches-5.n Phi Weight Force Stress Factor 30.00 5.99 -0.2 9.62 9.70 2 0.00 X5.0 686.12 38.03 155.12 1.11 2 "39.62 "6.97 -0.2 9.62 9.70 2 0.00 35.0 2058.35 1044.09 465.37 1.11 3 39.25 36.08 -0.2 79 .88 3 "00.00 18.0 2287.82 815.99 1.06 9 "95.0'3 .38 -7.9 .`9 7.60 3 "00.00 1'8.0 9107.65 91.60 123.24 1.N 52.57 97. 2 -7.9 7.59 7.60 3 "00.00 18.0 12516.79 618.29 1693.05 1.04 6 "G0." 29.57 -9.6 7.65 7.67 9 2000'.00 20'.0 15976.39 „9'8.35 2217.7= 1.02 67.76 "98.79 -9.6 7.65 7.67 9 2000'.00 20'.0 190'72.76 9311.25 2625.92 1.02 8 "75.9" 7.63 7.69 9 2000.00 20.0 219 88 106857 2922.94 1.01 9 "83.09 "42 3 7.63 7.69 9 2000'.00 20'.0 2602.91 1200'8.37 3275.16 1.01 0 "90.68 90.09 3.32 3.32 9 2000.00 20.0 11502.12 5619.21 3L30.O 1.00 99.00 "70.72 .98 `.98 9 2000.00 20.0 2178.00 10655.07 3606.1 1.00 2 "99.98 "8.96 5.98 5.98 9 2000.00 20.0 23081.77 11356.08 3829.13 1.00 205.95 293.68 3.9 7.2 7.59 9 2000.00 20.0 30761.92 15240.75 3967.07 0.99 9 23.98 258.69 3.9 7.2 7.59 9 2000.00 20.0 3282.13 16179.58 19.03 0.99 22.00 ""7.62 6.6 3.29 3.3" 9 2000.00 20.0 1722.90 73'88.02 266.76 0.98 6 229.29 22.8" 6.7 6.09 6.08 3 "00.00 18.0 27709.9 13936.56 526.72 0.98 230,33 229.66 6.7 6.0'9 6.0'8 3 "00.00 1'8.0 28621.93 1=29.76 676.15 0.9'8 236.36 "83.8 9.5 9.69 9.75 3 "00.00 18.0 22775.5 11591.13 76.91 0.98 9 29.05 "86.8" 9 9.69 9.7`, 3 "00.00 18.0 23169.76 11820.62 7.79 0.98 20 295,79 ?3.70 9 .69 2 0.00 .0 2'706.1= 1661.0= 6 56 0.94 %" ,. 2 30. 2 2.9 7.96 7.69 2 0.00 3.5.0 3868.63 19'831.66 921.63 0'.93 22 X8.89 36.78 "2.9 7.96 7.69 2 0.00 X5.0 39261.69 20236.97 5023.06 0.93 23 266.3` 7.79 7.37 7.69 2 0,00 35.,0 39391.5 20'5'8.24 500.37 0'.92 29 2"'3.72 32 9 7.37 7.69 2 0.00 35.0 39'10.75 20765.09 5103.08 0.92 25 28.09 38.3" "8.0 1.26 1.69 2 0.00 3.5.0 3962.8 20887.27 5081.85 0.91 26 288.35 38.79 "8.0 7.26 7.69 2 0.00 35.0 39515.38 20915.04 5088.68 0.91 27 295.62 "98.3" 20.8 3.38 3.62 2 0.00 3.5.0 18386.16 9902.36 5031.78 0.91 28 299.00 237.9 20.8 5.95 5.83 2 0.00 X5.0 29C29.16 15863.83 5003.73 0.91 29 309.95 236.9 20.8 5.95 5.83 2 0.00 X5.0 29203.89 15769.89 966.16 0.91 30 309.89 27.6 2.7 5.05.52 2 0.00 3.5.0 26804.66 1795.11 863.94 0.91 39.9`, 29.98 2,7 5.05 2 0.00 3.5.0 26=26.96 1612.5. 796.21 0.91 2 320,00 " 2.02 ?.7 3.88 9.29 6 50'.00 16.0 200'79.72 1110'6.=1 962.01 1.01 323.88 333 6 26.` 8.2 9.07 6 `0.00 16.0 11"9., 2255 56 60 1.02 39 332.00 222.08 26.5 5.56 6.2" 6 50.00 16.0 27508.13 1512.30 -720.26 1.02 35 3376 96.29 29 C 6 50'.00 16.0' .65 3140.65 62. 1.N 36 338. . 73 27.99 293 `.63 6.96 2 0.00 5.0 9 0' 14280.70 260.=! .91 37 399.37 20.29 29.3 5.63 6.96 2 0,00 3 2 2 5.0 C" .!0 13005.2= 092.22 0'.91 38 350'.00 238.67 3".8 6.9" 8.2 2 0.00 3.5.0 29592.18 14=79.56 3.729.92 0'.92 39 36,0 208.7" 32." 6.9- 8.6 2 0.00 3.5.0 2."7.61 12327.15 22.67 0.92 90 363.8" "96.0" 3`.0 9 6.83 2 0.00 3.5.0 18055.82 561.6= 277.14 0'.92 9" 369.4 29.2 35.0 `9 6.83 2 0.00 0.0 15.020.-0 6895.,== 2317.79 0'.92 92 375.00 26.30 35.0 ".33 ".62 0.00 15.0 2892.8 139.40 1760.30 0.8 93 376.33 3" 7.8 ".67 2. 0.00 5..0 26.3- 166'8 162.9'8 0.8- 99 378.00' 22.7 37.8 .30 ".69 2 0.00 0.0 2797.9'2 11'80.!0 1775.6= 0.93 95 379.30 68.80 37.8 9. G 50'.00 16.0 C87.65. 3297.25 1691.72 1.10 96 32.8" 3.0` 37.8 9.K" 6 50'.00 16.0 6591.'8 20=9.6= 1297.=2 1.10 47 388.33 27.90 90.6 9.67 6.Th 2 0'.00 3.5.0 0 76'8.79 753.01 0.94 98 293.00 2".00 90.6 7.00 9.22 0.00 X5.0 262 0.00 268.92 0. X -S Area: 8"07.90 Path Length: 290.29 X -S Weight: 1009850.12 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: PPG S e P:\"8""9 PPG "-n-ng S -e\S-cpe S_ab _y\Ga na\Y_cde-s\DPG Case 8 Full.gmf Processed: 30 Jul 2019 16:20:98 I;Y.-D.: D.na-ys-s " - Case 8 - Fu-- Reserve -r va-er-a- ?rcper�-eS ;7 ma�er_a-Si " ;Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c 2 ;Y_chr-Ccu-cmb "sc_rcp-c) - Sand and Grave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-cmb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '2./'_aer-a-: 9 ;Y_chr-Ccu-cmb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5 ;Y_chr-Cculcmb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Cculcmb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c '2'_a er-a-: 7 ;Y_chr-Ccu-cmb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- Prcf--es ("` prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 75.00 375.00 75.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "65.00 375.00 "65.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "58.00 375.00 "58.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "32.00 375.00 "32.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "23.00 375.00 "23.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 375.00 "00.00 Prcf--e: S ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 375.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 75.00 75.00 378.00 75.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 78.00 75.00 990.00 ?5.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 78.00 "65.00 990.00 "65.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 78.00 "58.00 990.00 "58.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 78.00 "32.00 990.00 "32.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 78.00 "23.00 990.00 "23.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 78.00 "00.00 990.00 "00.00 Prcf-"e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 75.00 97.00 990.00 97.00 SS-cpe Surface ;9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "69.00 Fa--ure Surface "25.00 "00.00 "25.00 "69.00 350.00 175.00 332.00 169.00 In -a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R -n ersec s: UL: "30.00 YL: "0.67 UR: 900.00 YR: Cen_re: , : "88."" YC: 92.93 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -ens ,a -_h -n range: XL X R R "0.00 30.00 50.00 20 20 50 175.00 325.00 175.00 169.00 RESULS: Y.na-ys-s - lase 8 - Fu-- Reserve -r B-shcp S-np__f-ed `e_hcd cf Ana-ys-s - C'rcu-ar Fa--ure Surface Cr'-'ca 7a--ure Surface Search us-ng Yu -p -e C-rc-e Cenera�-cn-echniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 3.57 Ana-ts-s Suma r There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces ca- ;m-n-mun Fac cr cf Sate -_y: 2.58 Resu- s Sununary - Lewes 99 rac cr cf Sate -_y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 30.00 "0.67 900.00 75.00 "88."" 21.3 325.00 2.584 <-- Critical Surface 2 "30.00 "0.67 900.00 75.00 "88.9" 20.34 323.98 2.614 3 30.00 "0.67 900.00 75.00 "88.70 19.25 322.96 2.636 9 "30.00 "0.67 900.00 75.00 "89.00 18.15 321.94 2.662 29.97 "0".99 900.00 75.00 "87.85 021.21 325.00 2.672 6 "30.00 "0.67 90".58 75.00 "89.9" 021.19 325.00 2.677 "30.00 "0.67 900.00 75.00 "89.30 17.06 320.92 2.688 8 "29.97 "0".99 900.00 75.00 "88.5 20.11 323.98 2.697 9 "30.00 "0.67 90".58 75.00 "89.7" 20.10 323.98 2.703 0 "30.00 "0.67 900.00 75.00 "89.59 15.96 319.90 2.714 29.97 "0".99 900.00 75.00 "88.99 19.02 322.96 2.722 2 "30.00 "0.67 90".58 75.00 "90.00 19.00 322.96 2.729 3 30.00 "0.67 900.00 75.00 "89.89 1.87 318.88 2.740 4 9.47 "0".49 900.00 75.00 88,74 17,93 321.9= 2.77 30.00 "0.67 90".58 75.00 "90.30 17.91 321.94 2.755 6 "28.95 "0".32 900.00 75.00 "87.9 20.98 325.00 2.758 29.97 "0".99 90".58 75.00 89.5, 420.97 325.00 2.762 8 30.00 "0.67 900.00 75.00 "90.9 13.77 317.86 2.766 9 "30.00 "0.67 903.6 75.00 "90.7" 420.95 325.00 2.769 20 "29.97 "0".99 900.00 75.00 "89.09 416.83 320.92 2.773 2" "30.00 "0.67 40.58 75.00 "90.59 416.81 320.92 2.781 22 "28.95 "0".32 900.00 75.00 "87.89 419.89 323.98 2.782 23 "29.97 "0".99 90".58 ?5.00 "89.95 419.87 323.98 2.787 29 "30.00 "0.67 900.00 75.00 "90.99 412.68 316.84 2.793 25 "30.00 "0.67 903.6 75.00 "9.00 419.85 323.98 2.793 26 "29.97 "0".99 900.00 75.00 "89.39 415.74 319.90 2.798 27 "28.95 "0".32 900.00 75.00 "88.8 418.80 322.96 2.807 28 "30.00 "0.67 90".58 75.00 "90.89 415.72 319.90 2.808 29 "29.97 "0.49 90.58 75.00 "89.79 418.78 322.96 2.812 30 "30.00 "0.67 903.6 75.00 9.30 18.76 322.96 2.818 3" 30.00 "0.67 900.00 75.00 "90.79 11.58 315.82 2.820 32 "29.97 "0.49 900.00 75.00 "89.63 64 318.88 2.824 33 28.95 "0.32 900.00 75.00 "88.98 17.70 321.94 2.831 34 "30.00 "0.67 90.58 75.00 "9"."9 1.62 318.88 2.835 35 29.97 "0".99 90".58 75.00 "90.09 17.68 321.94 2.839 36 "30.00 0.67 903.6 `.00 _9" 59 66 321.94 2.83 37 ,.%x,,95, ,S, 32 4K.58 _75.00 88.89 =20'.7= 325.00 2.85._ 38 28.92 "0 "9 900.00 75.00 87.33 420.76 325.00 2.85 39 "30.00 "0.67 900.00 75.00 9.08 10.8 31.80 2.88 90 "29.97 "0".99 900.00 75.00 89.93 13.55 317.86 2.851 4" "29.97 "0".99 903.6 75.00 "90.95 420.72 325.00 2.851 92 "30.00 "0.67 90".58 75.00 9.48 13.52 317.86 2.861 93 "28.92 "0 "9 900.00 75.00 87.63 19.66 323.98 2.863 99 "30.00 "0.67 909.79 75.00 "92.00 420.70 325.00 2.865 95 "29.97 "0".99 90".58 75.00 "90.33 16.59 320.92 2.865 96 "28.95 "0".32 900.00 75.00 "88.78 16.61 320.92 2.867 47 9.47 "0".49 403.G 75.00 "90.74 19.63 323.9'8 2.'875 98 "30.00 "0.67 900.00 75.00 9.38 409.38 313.78 2.875 99 "30.00 "0.67 903.6 75.00 9.88 16.56 320.92 2.875 50 "30.00 "0.67 90".58 75.00 9.78 12.42 316.84 2.876 29.97 "0".99 900.00 75.00 90.23 12.5 316.84 2.877 2 "28.95 "0".32 90".58 75.00 "89.9 19.65 323.98 2.'879 53 28.95 "0".32 900.00 75.00 "89.08 15.51 319.90 2.884 54 "28.92 "0 "9 900.00 75.00 "87.92 18.57 322.96 2.884 30.00 "0.67 900.00 75.00 9.68 408.28 312.76 2.887 56 %8.95 "0" 32 4K.58 75.00 89.48 1w. 22.96 2.'896 "30.00 "0.67 404.74 75.00 92 29 19.60 323..9'8 2.'899 8 "30.00 "0.67 903.6 5.00 92.8 15.6 319.90 2.901 9 "30.00 "0.67 90.58 75.00 "92.08 11.32 315.82 2.903 60 "28.95 "0.32 900.00 75.00 "89.37 2 318.88 2.905 6" "30.00 "0.67 909.79 75.00 "92.8 18.50 322.96 2.905 62 "28.92 "0 "9 900.00 75.00 "88.22 17.8 321.94 2.905 63 "29.97 "0".99 900.00 75.00 "90.83 10.25 31.80 2.906 64 "29.97 "0".99 90".58 75.00 "90.63 15.9 319.90 2.906 65 "29.97 "0".99 903.6 5.00 9.03 18.53 322.96 2.907 66 "27.89 "00.96 900.00 75.00 87.07 420.53 325.00 2.907 67 "29.97 "0".99 900.00 75.00 "90.3 11.35 315.82 2.909 68 "29.97 "0".99 90".58 75.00 "90.93 1.39 318.88 2.910 69 "28.95 "0".32 900.00 75.00 "89.67 13.32 317.86 2.917 70 "28.92 "0 "9 90".58 75.00 "88.63 20.51 325.00 2.918 %8.95 "0".32 4K.58 75.00 89.78 17.6 321.9= 2.91'8 72 "30.00 "0".67 903.6 73 "28.95 "0".32 903.6 74 22.95 0.32 90" .58 "22.72 "0 4 900.00 76 9.97 "0".99 909.79 77 27.89 "00.96 900.00 8 9.97 0".99 90'.58 79 9.97 X0".99 403.6 80 30.00 "0.67 90".58 8" "28.92 "0 9 900.00 82 "30.00 "0.67 900.00 83 28.92 "0 9 90'.`,8 89 28.95 "0".32 900.00 85 "28.92 "0 9 90".58 86 "28.95 "0".32 903.6 87 "29.97 "0".99 900.00 88 "30.00 "0.67 900.00 89 "30.00 "0.67 90".58 90 "29.97 0_.99 90".58 9" "30.00 0.67 900.00 92 29.97 "0".99 903.6 9 27.89 00.96 900.00 99 "30.00 C.67 909.79 95 "28.95 "0".32 90".58 96 "30.00 "0.67 903.6 97 "30.00 "0.67 909.79 98 "30.00 "0.67 903.6 99 "28.95 "0".32 900.00 nr -ca_ 'a-_ure Surface (c_rc_e 75.00 "92.97 75.00 75.00 "90.07 75.00 "22.52 75.00 "9.79 75.00 27.37 75.00 -0- 22 75.00 9.33 75.00 "92.37 75.00 "88.82 75.00 9.98 75.00 "88.93 75.00 "89.97 75.00 "89.22 75.00 "90.98 75.00 9" 75.00 92.28 75.00 "92.67 75.00 9".52 ''5.00 "92.52 75.00 "9.62 75.00 87.67 75.00 92.22 '5.00 "90.37 75.00 92.77 75.00 "5."7 75.00 "93.07 75.00 "90.27 =14 36 =20.0 =16.36 20 19. 1.29 10.22 15.29 407.1'E 419.42 12.22 41'8,32 19.=0 59.15 56.08 =09.12 12.19 OL 97 =16.3 41%,3y 17.1 15.26 13.26 16.31 12.16 11.12 In ersec s: 2L: "30.00 YL: "0.67 2R: 900.00 YR: Cenore: YC"88."" YC: 42.43 Rad-us: R: 2enera�ed fa--ure surface: ;20 pc-n_S 30.00 "0.67 "95.09 99.30 "60.7 97.63 205.79 5.9" 220.97 98.09 236.07 99.99 _ 280.62 "09.87 295.0 ""9.55 309.35 9.89 2`,0.29 39.8`' 363.90 "97.75 376.02 "56.26 - ecme ry and ?rcper 5s - Cr -ca_ 7a' ure Surface (c_rc_e , 6 slices) 318.88 325.00 20.92 20.92 25.00 23,98 317.86 21.9= 31.80 319.90 311.73 323,98 316.84 322.96 323,98 313,78 310.71 313,78 1r "= 309.69 320.92 322.96 21.94 319.90 317.86 320.92 316.84 315.82 175.00 325.00 17556 251.07 323,8- 8.23 2.920 2.920 2.95 2.927 2.928 2.928 2.928 2.931 2.931 2.931 2.931 L.9�6 2.938 2.938 2.938 2.939 2.95 2.95 2.92 2.92 2.95 2.9 2.96 2.9 2.9 2.9 2.99 2.952 96.68 102.59 125.90 16555 190.58 265.93 .03 400.00 96. 105.88 132.56 175.00 S_ Base P:reGater Normal Test 'r; Let Area 9ng-e WLhh Leng5 '_al Cches-cn Phi Weight Force Stress Factor 30.00 6.86 -9.0 5.29 55 2 0.00 35..0 85.7.61 22625.81 312.47 1.06 2 "35.29 20.58 -9.0 5.29 5.35 2 0.00 X5.0 2572.83 22904.11 5.3.20 1.06 3 90.57 28.05 -9.0 9.96 9.52 3 "00.00 18.0 3531.89 19550.37 71.01 1.03 9 "95.09 68.53 -6. ▪ 7.6" 3 "00.00 18.0 8701.79 33300.12 4972.95 1.02 "52.60 93.90 -6. ▪ 7.6" 3 "00.00 18.0 11973.59 33695.05 5251.21 1.02 6 "60.7 76."" 5.6 8.09 5.05 3 "00.00 18.0 9717.12 225.5.7.1 55.8.36 1.01 "65.2" 86.8 5.6 5.09 5.05 3 "00.00 18.0 11002.5 22657.33 5609.28 1.01 8 "70.25 97.95 5.6 5.0 9 2000.00 20.0 1238.66 23023.20 5808.83 1.01 9 75.36 " 63. -0.9 7.6" 7.6" 9 2000.00 20.0 20800.8 -373.93 5927.82 1.00 0 "62.97 ' 83.33 -0.9 7.6 7.6 9 2000.00 20.0 232.54 -!31.13 6103.97 1.00 90.58 88.78 ".8 3.92 3.92 9 2000.00 20.0 11290.25 1549.97 6173.11 1.00 2 "99.00 "6.22 ".8 5.90 5.90 9 2000.00 20.0 20440.67 26633.86 6244.69 1.00 99.90 .73 ".8 5.90 5.90 9 2000.00 20.0 21678.92 26566.55 6331.66 1.00 9 205.79 39.97 9.5 "9 9 2000.00 20.0 341.04 5152.91 6331.51 0.99 206.93 28.96 9.5 7.02 7.09 3 "00.00 1'1.0 2Z'%3.29 3149'1.20 6-23,3'1 0.99 6 2"3.95 2. 5 9.5 7.02 7.09 3 "00.00 18.0 28911.00 31257.92 580.03 0.99 220.97 26.89 l.6" 300.00 18.0 32.E --8.65 6505.70 0.99 ??8.? ?73 7.6 3 "00.00 1'8.0 33937.13 32009.14 652'1.5.3 0.99 "9 236.O 282.23 4.6 7.50 7.6 0.00 3.5.0 3.01.3- 8265.94 673.23 0.97 20 293.57 29.23 9.8 7.50 7.6" 2 0.00 X5.0 3rCre.75 3180.00 663.96 0.97 2" 25".07 296.09 "2.5 7.93 7.6" 2 0.00 5..0 36 76.5.7 3118.97 6-03.53 0.97 22 258.50 302.29 "2.5 7.93 7.6" 2 0.00 5..0 ,==5.65 30366.09 630.53 0.97 23 265.93 303.97 5.2 7.39 7.6" 2 0.00 X5.0 3765.5 29500.76 623.61 0.97 29 273.27 306.80 5.2 7.39 7.6" 2 0.00 35.0 38019.93 2°553.53 615.57 0.97 ,` 280,62 309.99 9 7.29 7.6 2 0.00 5.0 5.04 2752.97 5995.32 0.97 26 287.86 30`.0` 7.9 7.29 7.6 2 0.00 35..0 37805.52 2615.35 5.85.00 0.97 27 295.0 "63.97 20.6 3.90 9.6 2 0.00 35.0 20320.80 13953.71 5702.27 0.97 28 299.00 26.89 20.6 "8 5.5 2 0.00 85.0 2680.73 1790.27 5581.87 0.97 29 309.8 25.72 20.6 0.00 3.5.0 26665.17 17279.26 ,.45.05 0.97 30 309.35, 298. 2.2 7.5 7.87 2 0.00 3.5.0 .6775.27 23365.14 5217.06 0.97 36.59 "38.82 2.2 3.9 7 6 50.00 16.0 17101.32 10485.70 5.178.6 1.04 2 320.00 "39.85 2.2 3.39 3.69 6 50.00 16.0 16625.60 9939.24 5072.7'8 1.04 323 39 392 ?'9 8.66 9.63 6 50.00 16.0 =23'1.25 265.6'8 6.1'8 1.06 39 332.00 '90.07 2`x.9 3,89 9.32 6 50.00 16.0 18591.83 10231.02 651.71 1.06 35 335.89 93.67 25.9 "9 ".27 2 0.00 X5.0 519.27 2912.50 5.86 0.98 36 337.03 292,77 28.6 6.99 39 2 0.00 5.0 3011'8.92 159'15.12 3.2.66 0.99 37 343.' 233.89 28.6 6.99 7.39 2 0.00 3.5.0 29003,27 135.11 -16.37 0.99 38 350.00 223.95 3 6.70 7.83 2 0.00 X5.0 27 96.81 13361.04 3593.01 1.00 39 356.70 "96.7 3" 5 6.70 7.89 2 0.00 X5.0 24286.59 11390.35 3318.22 1.00 90 363.90 "96.72 39.0 5.80 7.00 2 0.00 35.0 18137.49 8421.93 2829.65 1.02 9" 369.20 "29.09 39.0 5.80 7.00 2 0.00 3.5.0 15302.12 6715.02 2378.68 1.02 92 375.00 35.8 3.00 3.70 0.00 5.0 6066.19 2856.97 1749.68 0.96 93 378.00 7.35 36.7 9.88 6.08 G `0.00 16.0 9291.36 7.2'8 1790.34 1.15 99 322.88 57..67 36.7 9.88 6.08 G `.,0.00 16.0 7163.8 220'8.09 1370.36 1.15 95 387.76 39.96 39." 9.92 6.39 2 0.00 X5.0 32.71 798.52 8.08 1.06 46 392.68 2".95 39.3 7.32 9.96 2 0.00 3.5.0 2744.25 0.00 306.84 1.06 t -S Area: 7779.Th Pail Lengih: 289.20 t -S Weight: 967315..06 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?G -n-ng S -e\S-cpe S_ab y\Ga na\Y_cde-s\DPG Case 9 RD.gmf Processed: 30 Jul 2019 16:59:05 IA_A: ina-ys-s " - Case 9 - Rap -d Draw Dcwn va-er-a- ?rcper�-eS ;7 ma�er_a-Si " ;Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Grave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '2./'_aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5 ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c '2'_a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er Proper -es Tin-ae-ghcf wa�er: 62.900 'a-er-a- Prof- -es ("9 prof --es Unae-gh� cf -�aa�er/med-um above ground: 62.400 Prof --e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 200.00 925.00 200.00 Prof --e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "98.00 925.00 "98.00 Prof --e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "89.00 925.00 "89.00 Prof --e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 5.00 925.00 5.00 Prof --e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "98.00 925.00 "98.00 Prof --e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "25.00 925.00 "25.00 Prof --e: 7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "22.00 925.00 "22.00 Prof --e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 925.00 "00.00 Prof --e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrecs_ 0.00 97.00 925.00 97.00 Prof --e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry Wall 925.00 200.00 928.00 200.00 Prof --e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 928.00 200.00 970.00 200.00 Prof --e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 928.00 "98.00 970.00 "98.00 Prof --e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 928.00 "89.00 970.00 "89.00 Prof --e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 928.00 5.00 970.00 5.00 Prof --e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 928.00 "98.00 970.00 "98.00 Prof --e: "6 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 928.00 "25.00 970.00 "25.00 Prof --e: "7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 928.00 "22.00 970.00 "22.00 Prof --e: "8 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 928.00 "00.00 970.00 "00.00 Prof --e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrecs_ 925.00 97.00 970.00 97.00 S-cpe Surface ;9 pc -_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 900.00 200.00 382.00 19.00 In -_a- crcu-ar surface for cr-_-ca- search def-ned by: XL,XR,R Iriersec�5: XL: "02.00 YL: "00.67 XR: 958.2" YR: Cen_re: "98.70 YC: 992.29 Radius: R: 0.00 200.00 0.00 19.00 200.00 5..00 Var-ab-e Res_ra2 _s Parame�er descr-p_cr: Range et var-a -cn: Ir-a- pcs -cns range: XL X R R 9.00 9.00 30.00 20 20 50 REST : D.na-yS-s - 2se 9 - Rap -d Draw Dc -In B-shcp 2mp__f-el `s_hcd cf D.na-,s - -rcu ar Fa--ure Surface Cr -ca- Fa--ure Surface Search us2g vu -p -e C-rc-e Ceneraien Techniques In 2- to ure surface appre.Lnia_-cn - Fac_cr et Sate -_y: .678 Ana-ts-s Surmnar, There were: 2000" successfu- ana-yses frcm a c_a- et 2000" _r -a- failure surfaces ca- (nLi-Lrnurn; Fac_cr et Sate_: .63 Resu- s Surmnary - Lewes 99 Facer et 2 fe y c-rc-es C-rc-e Y -Let_ Y -Let_ 4-R-gh_ Y-R-gh_ Centre Y -Centre Radius FoS "02.00 "00.67 958.2" 200.00 "98.70 3.55.00 1.24 <-- Critical Surface 2 "00"" "00.09 958.00 200.00 "98.06 29.98 1.24 3 "02.00 "00.67 958.92 200.00 98.87 . 2.19 x.00 1.63= 9 "02.00 "00.67 958.2" 200.00 -98.90 42.55 =.39 1.24 "02.00 "00.67 958.00 200.00 "98.92 40.91 1.635 6 "00."" "00.09 958.2" 200.00 "98.09 40.62 !.39 1.635 "00"" "00.09 958.00 200.00 "97.87 40.67 =.39 1.635 8 "02.00 "00.67 958.63 200.00 "99.09 42.15 x55.00 1.635 9 "0".79 "00.60 958.2" 200.00 -98.6" 3.55.00 1.635 "0 "00."" "00.09 958.63 200.00 "98."7 42.22 x55.00 1.635 "00.09 958.92 200.00 "98.0" 42.27 3.55.00 1.636 2 "02.00 "00.67 958.00 200.00 "98.59 .2.29 355.00 1.636 2 "00."" "00.09 958.2" 200.00 "97.89 42.2 3.55.00 1.636 "9 "00."" "00.09 958.00 200.00 "97.68 42.36 3.55.00 1.636 "0".79 "00.60 958.92 200.00 -98.77 42.09 3.55.00 1.636 "6 "02.00 "00.67 958.00 200.00 "98.73 42.60 54.39 1.637 "0".79 "00.60 958.00 200.00 "98.99 42.19 x55.00 1.638 "0".79 "00.60 958.00 200.00 "98.63 «1.50 35..39 1.639 9 "02.00 "00.67 958.92 200.00 99.06 2.50 39 639 20 "02.00 "00.67 958.2" 200.00 -99.09 40.86 1.639 2" "02.00 "00.67 958.00 200.00 "99."2 40.21 353.16 1.639 22 "0".58 "00.53 958.00 200.00 "98.35 .2.08 X55.00 1.639 23 "02.00 "00.67 958.89 200.00 "99.20 4 2.10 355.00 1.60 29 "0".79 "00.60 958.2" 200.00 "98.80 2.2 ..39 1.60 25 "02.00 "00.67 958.63 200.00 "99.23 2.46 r5.39 1.60 26 "0".79 "00.60 958.00 200.00 "98.83 40.80 1.60 27 "02.00 "00.67 958.92 200.00 "99.26 40.81 1.60 28 "02.00 "00.67 958.2" 200.00 "99.28 40.17 353.16 1.60 29 "02.00 "00.67 958.00 200.00 "99.3" .39.52 352.55 1.60 30 "0".79 "00.60 958.63 200.00 "98.99 3.55.00 1.62 3" "0".58 "00.53 958.2" 200.00 "98.5" 3.55.00 1.62 32 "02.00 "00.67 959.05 200.00 "99.37 42.05 3.55.00 1.62 33 "00"" "00.09 958.00 200.00 -98.26 439.29 353.16 1.62 39 "00."" "00.09 958.2" 200.00 "98.23 439.93 1.61 35 "00"" "00.09 958.92 200.00 "98.20 40.58 .39 1.61 36 "0".79 "00.60 958.92 200.00 98.97 2 .=0 -.39 1.61 37 "0".58 "00.53 958.00 200.00 -98.59 41.39 X4.39 1.61 38 "02.00 "00.67 958.89 200.00 "99.90 -4.39 1.61 39 "0".79 "00.60 958.2" 200.00 _98.99 40.76 1.61 90 "02.00 "00.67 958.63 200.00 "99.92 40.76 1.61 9" "0".79 "00.60 958.00 200.00 "99.02 40.11 353.16 1.61 92 "02.00 "00.67 958.92 200.00 "99.95 40.12 353.16 1.61 93 "02.00 "00.67 958.2" 200.00 200.69 =x5.31 1.61 99 "02.00 00 67 458 200.00 99.97 .39.7 352..FF, 1.61 95 "0".79 "00.60 958.00 200.00 200.38 =x5.26 1.61 96 "02.00 "00.67 958.00 200.00 "99.50 351.94 1.61 97 "02.00 "00.67 958.00 200.00 200.97 -3.5.36 1.61 98 "00."" "00.09 958.00 200.00 "98.958.59 352.55 1.61 99 "00."" "00.09 958.2" 200.00 "98.92 439.24 353.16 1.61 50 "02.00 "00.67 958.63 200.00 200.77 =35.91 349.9 1.61 "00"" "00.09 958.92 200.00 "98.90 439.88 1.61 52 "00"" "00.09 958.63 200.00 "98.37 40.53 !.39 1.61 2 "00"" "00.09 958.89 200.00 "98.39 41.17 x55.00 1.61 59 "0".58 "00.53 958.92 200.00 "98.68 41.99 x55.00 1.62 "0".79 "00.60 958.89 200.00 "" 99 =2.00 5.00 1.62 56 "02.00 "00.67 958.92 200.00 200.6" 5.96 3!9.9 1.62 "0".58 "00.53 958.2" 200.00 "98.70 34 54.39 1.62 58 "0".79 '00.60 958.63 200.00 '00."3 41.35 .39 1.62 59 "02.00 "00.67 959.05 200.00 "99.56 41.36 =.39 1.62 60 "02.00 "00.67 959.26 200.00 "99.59 442.01 x55.00 1.62 6" "02.00 "00.67 958.89 200.00 99 59 40.72 1.62 62 "0".58 "00.53 958.00 200.00 -98.73 40.70 1.62 63 "0".79 "00.60 958.92 200.00 "99."6 =40.71 1.642 64 "0".79 "00.60 65 "02.00 "00.67 66 "0".79 "00.60 67 "02.00 "00.67 68 " K.5,8 " 00.53 69 "0".79 "00.60 70 "0".79 "00.60 "02.00 "00.67 72 "02.00 "00.67 73 "02.00 "00.67 79 "02.00 "00.67 "00."" "00.09 76 "00."" "00.04 7 "00."" .00.09 78 "00."" "00.09 79 "00."" "00.09 80 "02.00 "00.67 8" "00."" "00.09 82 "0".79 "00.60 83 "02.00 "00.67 89 "02.00 "00.67 85 "0".79 "00.60 86 "02.00 "00.67 87 "0".58 "00.53 88 "0".79 "00.60 89 0.37 "00.46 90 0".79 "00.60 9" "0".58 "00.53 92 "0".58 "00.53 93 0".79 "00.60 94 0.37 00.96 95 "02.00 "00.67 96 "02.00 "00.67 97 K.5,8 00.53 98 0".79 00.60 99 "02.00 _00.67 9r -ca_ a-_ure Surface (c-rc-e " 458.2", 458.2", 458.2", 958.63 958.00 958.00 958.00 45,8,43 958.00 959.05 458.84 958.00 458.2", 458.42 959.05 958.63 458.2", 458.84 958.63 958.63 958.00 45,8,43 45,8,43 958.63 959.05 458.2", 458.84 458.2", 45,8,43 458.2", 958.00 458.2", 959.97 958.2" 9�Y.c3 459.26 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.35 200.99 99.9 200.09 99.2 200.8 99.69 200.28 200.9" 200.75 98.64 98.62 98.59 98.5, "98.56 6, 98.3 200.99 200.58 99.70 200.32 200.9" 08,84 27 98.43 99.30 200.06 08,87 200."5 98.99 200.25 99.70 98.90 99.33 200.88 435.90 436.01 „0.06 39.=2 .95 39,3 =36.05 436.51 =36.5 ,37.90 9.19 „1.12 39,33 =36.50 ,36.60 =38.14 436.55 36.65 1.94 441.95 „1.93 „1.31 436.49 1.30 436.60 „1.29 =36.70 4=1.96 0.65 0.66 .15 Inersec�s: XL: "02.00 YL: "00.67 XR: 958.2" YR: Cen„re: YC"98.70 YC: 992.29 Rad-us: R: Yeneraed fa--ure surface: ;20 pc-n_s) 02.00 "00.67 "2".85 95.66 "4.95 9.81 ?03.2 87.?7 ??3.7 88 243.99 90.1= 203,88 03.8 323 25 09.8 342.%0 29`,.9` 47.09 42.64 .158.94 4%8.6" - Gecm.e=y and Prcper�-es - Cr -ca- Fa--ure Surface (c-rc-e slices) 349.49 16 16 3,9.49 52.5 349.49 52.5 349.49 350.10 350.10 351.94 .16 00 35.3.78 351.9= 35, 10 350.10 350.10 351.33 350.10 350.10 00 00 00 39 50.10 39 50.10 39 350.10 00 35.3.78 35.378 0.71 200.00 5..00 162.2= 26=.16 360.68 1.642 1.642 1.6=2 1.642 1.642 1.642 1.642 1.642 1.642 1.642 1.642 1.642 1.6=2 1.6=2 1.642 1.642 1.642 1.642 1.642 1.642 1.642 1.642 1.642 1.6,3 1.6,3 1.643 1.6,3 1.6,3 1.643 1.6,3 1.643 1.643 1.643 1.643 1.643 1.643 89.12 93.? 126.35. 1 5.= 182.66 2'8=.16 378.61 �s.21 .60 97.68 136.21 200.00 S, -S Base Pcre;ater Normal Test 'r; Let Area F.ng-e WLhh LengAh '_a-- 5ches"cn Phi Weight Force Stress Factor 02.00 2.05 -4.2 2.69 2.73 2 0.00 X5.0 255.70 131.64 102.61 1.16 2 "09.69 "9.56 -4.2 5.95 6.3 3 "00.00 18.0 2516.52 1258.84 450.89 1.09 3 ""0.59 90.27 -4.2 5 95 6.3 3 "00.00 18.0 5248.25 2591.74 922.98 1.09 9 ""6.59 53.95 -4.2 5.3" 5.98 9 2000.00 20.0 6993.45439.95 1685.30 1.09 93.39 -0.9 "0.05 "0.23 9 2000.00 20.0 18770.24 9107.24 2156.15 1.06 6 "3.90 "96.38 -0.9 "0.05 "0.23 9 2000.00 20.0 25710.77 12477.53 2862.75 1.06 "4.95 298.98 -7.5, 0.23 9 2000.00 20.0 32561.01 15671.'83 3427.44 1.04 8 "52.0 296.93 -7.5, 0.23 9 2000.00 20.0 38773..18 18690.17 4049.37 1.04 9 "62.29 "2".7" -4.2 3.76 3.77 9 2000.00 20.0 15875.81 7615.37 O55.01 1.02 0 "66.00 39.99 -4.2 9.00 9.02 9 2000.00 20.0 40955.41 19706.43 4682.74 1.02 5.00 293.90 -4.2 7.66 7.68 9 2000.00 20.0 38105.85 18389.55 5112.97 1.02 2 "82.66 927.0 -0.9 "0.23 "0.23 9 2000.00 20.0 55277.12 26654.56 5432.16 1.00 3 "92.89 963.72 -0.9 "0.23 "0.23 9 2000.00 20.0 59882.38 28940.09 5883..02 1.00 4 203.2 996.96 2.9 "0.23 "0.23 9 2000.00 20.0 64014.'83 31036.66 6180.53 0.99 23.35 527.50 2.9 "0.23 "0.23 9 2000.00 20.0 67762.86 32943.80 6545.41 0.99 6 223.7 552. L "0.8 "0.23 9 2000.00 20.0 70790.25 3-658.53 6754.71 0.98 233.76 576.99 "0.8 "0.23 9 2000.00 20.0 73660.20 36180.90 7033.62 0.98 "8 293.99 53.08 9.0 9.06 9.7 9 2000.00 20.0 67507.98 3550.32 7138.12 0.98 9 23.00 679.32 9.0 "6 .30 9 2000.00 20.0 85303.88 42598.91 7324.06 0.98 20 269.6 52.94 "2.3 8.93 8.63 9 2000.00 20.0 65765.32 33331.09 7360.90 0.98 2" 272.60 530.7 "2.3 8.93 8.63 9 2000.00 20.0 66546.57 33856.77 7452.06 0.98 22 28.03 "98.99 "2.3 3.3 3.2" 3 "00.00 18.0 24907.27 12704.67 777,.88 0.98 23 289.6 M.6 8.3" 8.63 3 "00.00 18.0 66346.63 -=33.25 775,.23 0.98 29 292.98 73.4 M.6 ".40 ".84 2 0.00 35.0 91550.56 47623.04 7601.00 0.93 25 303.88 626.89 "8.9 9.68 0.23 2 0.00 35.0 78071.36 41344.01 0.92 26 33.6 626.07 "8.9 9.68 "0.23 2 0.00 35.0 7798.60 41289.79 0.92 27 323 25 608.94 22.2 9.48 "0.23 2 0.00 3.5.0 75832.91 41037.05 7,07.9E: 0.92 28 332.72 602.29 22.2 9.98 "0.23 2 0.00 35.0 7"995.97 -0585.83 7326.25 0.92 29 392.20 585.30 25.5 9.36 "0.37 2 0.00 35.0 72882.02 40462.79 7126.53 0.92 30 35".56 386.30 25.5 6.29 6.97 6 50.00 16.0 2"145.91 26705.-3 -4.18 1.02 3" 357.85 7.5,4 25.5 2.82 3.3 2 0.00 X5.0 21400.19 11858.82 6935.71 0.92 32 360.68 278,4 28.8 6.32 .22 2 0.00 35..0 -_7222.70 2695-.64 675.5..95. 0.92 33 367.00 672.69 28.8 ".G" 2` 2 0.00 0.0 99.9'8 =7900.24 r 28.70 0.92 34 378.6" 90.8 32 " 3.39 4.00 2 0.00 3.5.0 236,6.,8 14009.17 62-6.40 0.93 35 382.00 328.72 32." 6.00 7.08 2 0.00 3.5.0 O819.96 23772.52 6072.84 0.93 36 388.00 38.3 32." 6.00 7.08 2 0.00 35.0 39436.87 22108.'85 5'841.39 0.93 37 399.00 "0".29 95 2.3" 2 0.00 5.0 12544.64 6839.25 5689.28 0.93 38 39`.9` %0`.`7 2.4 9.0` 4.96 G 50.00 16.0 25464.27 140'8'.46 5890.27 1.09 39 900.00 72.39 35.9 ".46 ".79 6 50.00 16.0 8973.53 -867.51 .742.83 1.09 90 90".96 503.23 35.9 ."8 "3.7" 2 0.00 35.0 62,01.,, 33393.20 -X8.29 0.9 9" 9"2.69 238.97 38.7 G."8 7.92 2 0.00 35.0 29530.95 1610=.22 =075.60 0.95 92 4"8.82 207.85 38.7 6."8 7.92 2 0.00 35.0 25702.95 13655.29 5.63 0.95 93 925.00 89.89 38.7 3.00 3.89 0.00 -5.0 9881.89 -=.51 2701.59 0.86 99 928.00 00 63 9" 8 9" ,0.60 2 0.00 5.0 2=597.37 12732.02 25'31.='3 0.97 95 935.9. .93.28 92.0 ?.9" .0.69 2 0.00 35.0 17553.90 8078.11 1811.87 0.97 96 993.82 99.9" 95.3 3.5- 5.00 2 0.00 35.0 5,55.28 2113.77 1210.68 0.99 97 997.33 92.03 95.3 9.99 7.03 6 50.00 16.0 5093.01 1097.00 871.97 1.21 98 952.28 5.82 95.3 3.96 5.63 6 50.00 16.0 1938.32 0.00 389.85 1.21 99 956.23 ".98 95.3 ".98 2.8" 2 0.00 35.0 247.24 0.00 87.20 0.99 XArea: `,86" .90 h Leng h: 388.9" XWeight: 199'8690.00 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: PPG S e P:\"8""9 PPG "-n-ng S -e\S-cpe S_ab y\Ga na\Y_cde-s\DPG Case 9 Full.gmf Processed: 30 Jul 2019 17:00:23 I;Y.-D.: D.na-ys-s " - Case 9 - Fu-- Reserve -r va-er-a- ?rcper�-eS ;7 ma�er_a-Si " ;Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c 2 ;Y_chr-Ccu-cmb "sc_rcp-c) - Sand and Grave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Tchr-Ccu-cmb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '2./'_aer-a-: 9 ;Y_chr-Ccu-cmb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5 ;Y_chr-Cculcmb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Cculcmb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c '2'_a er-a-: 7 ;Y_chr-Ccu-cmb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er Proper -es Tin-ae-ghcf wa�er: 62.900 'a-er-a- Prof- -es ("9 prof --es Unae-gh� cf -�aa�er/med-um above ground: 62.400 Prof --e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 200.00 925.00 200.00 Prof --e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "98.00 925.00 "98.00 Prof --e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "89.00 925.00 "89.00 Prof --e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 5.00 925.00 5.00 Prof --e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "98.00 925.00 "98.00 Prof --e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "25.00 925.00 "25.00 Prof --e: 7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "22.00 925.00 "22.00 Prof --e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 925.00 "00.00 Prof --e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrecs_ 0.00 97.00 925.00 97.00 Prof --e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry Wall 925.00 200.00 928.00 200.00 Prof --e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 928.00 200.00 970.00 200.00 Prof --e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 928.00 "98.00 970.00 "98.00 Prof --e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 928.00 "89.00 970.00 "89.00 Prof --e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 928.00 5.00 970.00 5.00 Prof --e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 928.00 "98.00 970.00 "98.00 Prof --e: "6 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 928.00 "25.00 970.00 "25.00 Prof --e: "7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 928.00 "22.00 970.00 "22.00 Prof --e: "8 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 928.00 "00.00 970.00 "00.00 Prof --e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrecs_ 925.00 97.00 970.00 97.00 SS-cpe Surface ;9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "99.00 Fa--ure Surface "00.00 "00.00 00.00 "99.00 900.00 200.00 382.00 19.00 In -_a- crcu-ar surface for cr-_-ca- search def-ned by: XL,XR,R -n ersec s: UL: "00."" YL: "00.09 UR: 958.00 YR: Cen_re: - . "97.68 YC: 99.36 Radius: R: 0.00 200.00 0.00 94.00 200.00 5..00 Var-ab-e Res_ra-n s Parame�er descr-p_cr: Range cf var-a -cn: Ir-a- pcs -cns range: XL X R R 9.00 9.00 30.00 20 20 50 RESU21: Y.na-yS-s - 2se 9 - Fu-- Reserve -r B-shcp S el ` e2cd cf Y.na-, s -s - -rcuar Fa--ure Surface Cr -ca- 7a--ure Surface Search us2g vu -p -e C-rc-e Senera-cn-echniques In 2- 2--ure surface apprc.Lnia_-cn - Fac cr cf Sate -_y: 3.308 Ana-ts-s Surmnart There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces ca- (nLi-Lrnurn; Fac_cr cf Safe_,: 2.92 Resu- s Surmnary - Lc wes 99 rac cr cf 2fe y c-rc_es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX -Cenre Y -Centre Radius FoS 00.09 958.00 200.00 97.68 2.36 3.55.00 2 24 <-- Critical Surface 2 "00"" "00.09 958.2" 200.00 97.89 «1.32 355.00 2.25. 00.09 958.00 200.00 9?.87 2.67 .39 2.25 9 "00."" "00.09 958.92 200.00 98.0" 1.27 3.55.00 2.26 00.09 958.2" 200.00 "98.09 2.62 ..39 2.26 6 "00."" "00.09 958.00 200.00 "98.06 39.98 2.27 00 00.09 958.63 200.00 98 1.22 x.00 2.2 8 "00."" "00.09 958.92 200.00 98.20 0.58 .39 2.36 9 "00."" "00.09 958.2" 200.00 "98.23 39.93 2.37 0 "00."" "00.09 958.89 200.00 "98.39 1.17 355.00 2.38 00.09 958.00 200.00 "98.26 39.29 353.16 2.39 2 "00,.. 00.09 958.63 200.00 "98.37 «0.53 35 .39 2 29 00.09 958.92 200.00 "98.90 39.88 2.440 9 "00."" "00.09 959.05 200.00 "98.5" 1.12 355.00 2.440 00.09 958.2" 200.00 "98.92 39.24 353.16 2.441 6 00 00.09 958.89 200.00 98.`2 0. .39 2.2 00.09 958.00 200.00 98.95 8.59 352.55 2.2 00.09 958.63 200.00 "98.56 39,83 2.3 9 "00"" "00.09 959.26 200.00 "98.67 1.08 355.00 2.443 20 "00."" "00.09 958.92 200.00 "98.59 439.19 353.16 2.444 2" "00"" "00.09 959.05 200.00 "98.70 440.43 22.39 2.444 22 "00"" "00.09 958.2" 200.00 "98.62 352.55 2.445 i2 00.09 958.89 2 39.79 2.5. CC CC 9Y r2 24 00.09 459.97 200.00 98.89 1.03 3.55.00 2.6 25 "00"" "00.09 958.00 200.00 "98.69 37.90 351.94 2.446 26 00 00.09 458.63 200.00 "98.75 39.1 353.16 2.= , 7 00 00.09 959.26 200.00 98.87 0.3'8 .39 2.= 2 28 00.09 458.92 200.00 98.78 9 3.52.55 2.==7 29 "00."" "00.09 959.05 200.00 "98.89 39.74 2.448 30 "00."" "00.09 959.68 200.00 99.0" 0.98 355.00 2.449 00.09 958.2" 200.00 98.8" 351.94 2.449 32 "00."" "00.09 958.89 200.00 "98.92 39.09 353.16 2.449 00.09 959.97 200.00 99.03 0.34 .39 2.450 39 "00."" "00.09 958.00 200.00 98.89 37.20 351.33 2.450 00.09 958.63 200.00 "98.95 352.55 2.450 36 "00."" "00.09 959.26 200.00 99.06 39.69 2.51 37 "00."" "00.09 958.92 200.00 98.98 3.7.80 351.94 2.52 38 "00."" "00.09 959.89 200.00 99 0.93 355.00 2.52 39 "00"" "00.09 959.05 200.00 99.09 39.04 32.16 2.52 90 "00."" "00.09 959.68 200.00 99.20 0.29 3.5. .39 2.53 9" "00."" "00.09 958.2" 200.00 99.00 37.15 351.33 2.53 92 "00."" "00.09 958.89 200.00 99. 3.8.0 352.55 2.53 2 00 00.09 959.97 200.00 9923 39.6= 2.5= 99 "00. "00.09 958.00 200.00 99.03 36.51 350.71 2.54 95 "00."" "00.09 958.63 200.00 99.9 351.94 2.54 96 "00."" "00.09 960."" 200.00 99.39 0.88 355.00 2.455 97 "00."" "00.09 959.26 200.00 99.25 39.00 32.16 2.455 98 "00."" "00.09 958.92 200.00 99 37.11 351.33 2.455 99 "00."" "00.09 959.89 200.00 99.36 3.5. .39 2.56 50 "00."" "00.09 959.05 200.00 99.28 352.55 2.56 00.09 959.68 200.00 99.39 39.5.9 2.57 2 "00"" "00.09 958.2" 200.00 99.20 36.6 350.71 2.57 00.09 958.89 200.00 99.3 3.7.70 351.94 2.57 59 "00."" "00.09 960.32 200.00 99.50 0.84 355.00 2.57 00.09 959.97 200.00 99.92 38.95 353.16 2.58 56 "00."" "00.09 958.00 200.00 "99.23 3.5.81 350.10 2.58 "00"" "00.09 958.63 200.00 99.39 3.7.06 351.33 2.58 8 "00"" "00.09 960."" 200.00 99.53 0.19 3.5. .39 2.58 9 "00.. 00.09 959.26 200.00 "99.95 3.8.30 352,55 2,59 60 "00."" "00.09 960.53 200.00 99.67 0.79 355.00 2.59 6" "00."" "00.09 958.92 200.00 99.36 36.1 350.71 2.59 62 "00."" "00.09 959.89 200.00 99.56 39.54 2.59 63 "00."" "00.09 959.05 200.00 "99.97 -.7.65 351.94 2.460 69 "00."" "00.09 65 "00."" "00.09 66 "00."" .00.09 67 "00."" "00.09 68 "00."" "00.09 69 "00."" .00.09 70 "00."" .00.09 "00."" .00.09 72 "00."" "00.09 73 "00."" "00.09 79 "00."" "00.09 75 "00."" "00.09 76 "00."" "00.09 77 "00.:_'_ "00.09 78 "00."" "00.09 79 "00."" "00.09 80 "00."" "00.09 8" "00."" "00.09 82 "00."" "00.09 83 "00."" "00.09 89 "00."" "00.09 85 "00."" "00.09 86 "00."" "00.09 87 "00."" "00.09 88 "00."" "00.09 89 "00."" "00.09 90 "00."" "00.09 9" "00."" "00.09 92 "00."" "00.09 93 "00."" "00.09 99 "00."" "00.09 95 "00."" "00.09 96 "00."" "00.09 97 "00."" "00.09 98 "00."" "00.09 99 "00."" "00.09 9r -ca_ a-_ure Surtace (c-rc_e 960.32 959.68 960.79 450.04 959.97 960... 960.53 958.00 958.63 960.95 959.26 959.89 458,42 960.32 959.05 960.79 959.68 46"_."_6 450.04 960."" 959.97 960.53 958.00 960.95 958.63 96" 3' 959.26 959.89 960.32 458,42 960.79 959.05 46"_."_6 959.68 In-ersec_s: 2L: "00."" YL: "00.09 5en_re: 97.68 YC: 99".36 Genera_ed 2-_ure Surtace: ;2' pc-n_s) "00."" .00.09 "20.05 09.05 20" 86.34 .2.2.2 3" 87.'7% 303.05 "02.36 3)2.5" .09.09 395.`,`, '96.63 9"2.30 58.50 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 94 70 .00.10 39 2.=60 "99.58 .3.8.90 353.16 2.061 99 39 05.76 350.10 2.061 "44.2 .CO.7. 355.00 2.=61 _99.50 07.01 351,33 2.061 00.6" _ 8.25. 852.55 2.=62 00 72 -09.50 2.=62 00.86 CO.09 - 39 2.=62 "99.92 - 5.12 3=9.09 2.062 "44 `3 -36.36 350.71 2.062 200.00 000.69 355.00 2.063 "99.69 .07.61 3.51.90 2.063 00 0.16 2.063 99.`,6 71 350.10 2.060 "99.89 -39. 2.060 "00.67 -36.96 351.3.3 2.060 200'.0'3 20.00 39 2.065 94 78 8.20 352 .55 2.065 200.- .CO.6. 355.00 2.=65 44 `'9 .05.07 '9.=9 2.065 "94 70 -36.31 350.71 2.=66 44 92 80 353.16 2.066 "99.8" .07.56 3.51.90 2.066 200'.0`, -39.00 2.066 "00.62 .0.....C2 2.067 200."_9 =0.00 39 2.067 44 72 . .67 50.10 2.067 200.33 CO.59 355.00 2.067 "99.83 -36.91 351.3.3 2.6'8 -o0 09 - .15 352.55 2.68 200.08 . 353.16 2.68 00 . .02 0.=9 26'8 200.22 _39.35 2.069 "99.86 -36.26 350..71 2.=69 200.36 -39.95 -.39 2.069 99.2 .07.51 3.51.9= 2.=69 XR: 958.00 YR: Rad-us: R: 90.25 242.-9 34.6 928.33 89.2= "_"_6.83 S_±ce Yecmery and Prcper�-es - Cr -ca- Fa' ure Surface (c-rc_e ", 2 slices) 200.00 5..00 160.65 260.12 360.13 88.30 181.17 2 .=5 273.21. 125 71 378.1L 185.32 58.00 86.75. 96.83 135.66 200.00 S_ -S Base P:re;ater Normal Test 'r; Let_ Area F.ng-e WLIth Length '_a - 5ches-5.n Phi Ceidht Force Stress Factor "00.00 9".79 82.9 "2.02 97.79 3 "00.00 18.0 5099.39 58227.19 5913.02 3.91 2 ""2.02 75.2" -"9.3 8.03 8.29 9 2000.00 20.0 9917..0 50676.38 7011.80 1.07 3 "20.05 "95.37 ".0 "0."0 "0.29 9 2000.00 20.0 19105.17 6022.31 7.03.2 1.05 9 "30."5 "_99."_7 ".0 "0."0 "0.29 9 2000.00 20.0 26186.10 6581.53 7931.20 1.05 "90.25 252.59 -7.6 "0.20 "0.29 9 2000.00 20.0 33102.10 66550.1 8320.21 1.03 6 "50.95 30"."8 -7.6 "0.20 "0.29 9 2000.00 20.0 39000.89 6729.62 8732.70 1.03 "60.65 "76.66 -9.3 5.35 5.37 9 2000.00 20.0 23101.20 3565.32 895.33 1.01 8 "66.00 323.5" -9.3 9.00 9.03 9 2000.00 20.0 02163.39 59950.62 9175.22 1.01 9 5.00 290.9" -9.3 6."7 6."9 9 2000.00 20.0 31306.10 01318.30 9009.15 1.01 "0 -8"."7 933.28 0 "0.29 "0.29 9 2000.00 20.0 56202.16 68923.37 9555.00 1.00 "9".96 970.92 0 "0.29 "0.29 9 2000.00 20.0 6087.09 69039.16 9795.71 1.00 "2 20".75 509."9 2.3 "0.28 "0.29 9 2000.00 20.0 65068.52 68963.36 9918.15 0.99 2 2"2.03 535."0 2.3 "0.28 "0.29 9 2000.00 20.0 68869.81 68696.20 10072.91 0.99 "9 222.3" 560.66 5.6 "0.29 "0.29 9 2000.00 20.0 71900.06 68238.05 10107.39 0.99 232.5., 585.26 5.6 "0.29 "0.29 9 2000.00 20.0 =0.98 67588.60 10176.52 0.99 "6 292.79 605.0" 9.0 "0.2 "0.39 9 2000.00 20.0 77033.20 67053.63 10117.06 0.99 253.00 6"7.55 9.0 "0."2 "0.29 9 2000.00 20.0 782C2.12 6516.99 10093.23 0.99 _8 %63."_2 628.96 "_%."-i "0.0` 0.29 9 2000.00 20.0 7929 .27 6202'80 9950.57 0.99 "9 %73."_7 690."9 -2.3 "0.05 "0.29 9 2000.00 20.0 80-02.51 63097.00 2850.50 0.99 20 283.23 733.63 5.6 ".36 ".80 3 "00.00 18.0 91651.52 70377.52 9800.05 1.00 2" 299.59 550.97 5.6 8.96 8.78 2 0.00 X5.0 68555.57 50856.20 9530.62 0.96 22 303.05 635.39 "8.9 9.73 "0.29 2 0.00 X5.0 79125.31 57767.87 9300.55 0.96 23 3"2.78 639.93 "8.9 9.73 "0.29 2 0.00 X5.0 79011.83 5562.73 9090.97 0.96 29 322.5" 6"6.88 22.2 9.52 "0.29 2 0.00 X5.0 76823.88 53302.29 8779.03 0.97 25 332.09 6"0.00 22.2 9.52 "0.29 2 0.00 X5.0 7596.83 50800.61 895.91 0.97 26 39".56 679.65 25.6 "0.80 ".98 2 0.00 35.0 8632.27 0.25 8087.37 0.97 27 352.37 386.6" 25.6 6.27 6.95 6 50.00 16.0 .81"5.77 30575.37 8022.06 1.05 28 358.69 9".07 25.6 ".99 ".65 2 0.00 3.5.0 11361.13 7077.09 7630.65 0.97 29 360."3 9"9."9 28.9 6.87 7.85 2 0.00 X5.0 5166.80 32528.00 7382.00 0.99 30 367.00 699.39 28.9 "9 "2.73 2 0.00 3.5.0 80903.09 -''779.36 6957.'88 0.99 3" 378."_4 %"7.89 32 2 2.86 9.56 2 0.00 3.5.0 27087.60 16209.26 6525.05 1.00 32 382.00 330."9 32.2 6.00 7.09 2 0.00 3.5.0 00997.00 23906.55 6299.66 1.00 33 388.00 3"9.95 32.2 6.00 7.09 2 0.00 3.5.0 39601.47 22233.51 6066.56 1.00 39 399.00 8".09 32.2 ".89 2 0.00 5.0 10036.86 . 5920.90 1.00 3`. 305.., 98.96 .42 '7.36 2 0.00' .0 1225.62 6'8 .91 39 1.02 36 397.98 "%7 °9 2 . %.`,2 3"0 G `.0.00 16.0 15751.91 730.50 5995.60 1.13 37 900.00 83."0 35.5 ".68 2.06 6 50.00 16.0 1032.39 5601.67 5.870.83 1.13 38 90".68 980.39 35.5 "0.63 "3.06 2 0.00 X5.0 5956.30 31905.19 5065.19 1.02 39 9"2.30 296.69 38.9 6.35 8."_', 2 0.00 3.5.0 30550.00 16715.36 290.06 1.00 90 9"8.65 2"9.20 38.9 6.5 8."5 2 0.00 X5.0 2689.85 1112.73 3711.05 1.07 9" 925.00 89.9"_38.9 3,00 3.85 0.00 -5.0 9890.07 5762.6 287.32 0.96 92 928.00 "96.77 92.0 7.79 "0.99 2 0.00 3.5.0 22.6.18 12608.5 2718.12 1.07 93 935.79 "9".8" 92.2 7.79 "05" 2 0.00 3.5.0 17375.60 8006.1 1926.17 1.07 99 993.58 96.92 95.5 3.62 ."6 2 0.00 X5.0 5639.35 2201.0 1302.6 1.10 95 997."9 9".76 95.5 9.9" I.0" 6 50.00 16.0 5060.29 1093.52 917.33 1.27 96 952."0 x.72 95.5 3.93 5.6" 6 50.00 16.0 1925.85 0.00 718.60 1.27 97 956.03 ".97 95.5 ".97 2.80 2 0.00 35.0 275.67 0.00 96.60 1.10 Area: "607".96 h Leng h: 976.96 Weight: 2027685.75 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?C "-n-ng S -e\S-cpe S_ab _y\Ca na\Y_cde-s\D?C Case 10 RD.gmf Processed: 31 Jul 2019 10:7:09 IA_A: ina-ys-s " - Case "0 - Rap -d Draw Dcwn va-er-a- ?rcper�-eS ,7 ma�er_a-S, " ,Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c 2 ,Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ,Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 1,/'_aer-a-: 9 ,Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5, ,Y_chr-Ccu-curb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ,Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 1,'_a er-a-: 7 ,Y_chr-Ccu-curb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er Proper -es Tin-ae-g11 cf wa�er: 62.900 'a-er-a- Prof- -es ("9 prof --es Unae-gh� cf -�aa�er/med-um above ground: 62.400 Prof --e: ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 200.00 939.00 200.00 Prof --e: 2 ,2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "90.00 939.00 "90.00 Prof --e: 3 ,2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "89.00 939.00 "89.00 Prof --e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 0.00 "72.00 939.00 "72.00 Prof --e: 5 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "67.00 939.00 "67.00 Prof --e: 6 ,2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "38.00 939.00 "38.00 Prof --e: 7 ,2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "36.00 939.00 "36.00 Prof --e: 8 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 0.00 "00.00 939.00 "00.00 Prof --e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 0.00 97.00 939.00 97.00 Prof --e: "0 ,2 pc -nos; Y_a�er-a- beneaih: 5 - Slurry Wall 939.00 200.00 937.00 200.00 Prof --e: "" ,2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 200.00 990.00 200.00 Prof --e: "2 ,2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 937.00 "90.00 990.00 "90.00 Prof --e: "3 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 "89.00 990.00 "89.00 Prof --e: "9 ,2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 937.00 "72.00 990.00 "72.00 Prof --e: "` ,2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 "67.00 990.00 "67.00 Prof --e: "6 ,2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 937.00 "38.00 990.00 "38.00 Prof --e: "7 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 "36.00 990.00 "36.00 Prof --e: "8 ,2 pc -nos; Y_aer-a- beneaih: 3 - Weaihered Bedrecs_ 937.00 "00.00 990.00 "00.00 Prof --e: "9 ,2 pc -nos) Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 939.00 97.00 990.00 97.00 S_cpe Surface ,7 pc -_s) 0.00 "00.00 979.00 200.00 Phrea�-c Surface ,9 pc -n= 0.00 "00.00 Fa--ure Surface "09.00 "00.00 990.00 200.00 "09.00 "00.00 909.00 200.00 388.00 193.00 69.00 90.00 200.00 193.00 197.00 crcu-ar surface for cr-_-ca- search def-ned by: XL,XR,R "n ersec �s: 2L: ""9.00 YL: "0".67 2R: 969.50 YR: 199.70 Centre: , . "97.69 YC: 99.; Radius: R: 398.98 Var-ab-e Res_ra-n s Parame�er descr-p_cr: Range cf var-a -cn: Ir-a- pcs -cns ,a -_h -n range: XL X R R 0.00 9.00 50.00 20 20 50 RESULS: D.na-yS-s - Case C - Rap -d Draw Dc -In B-shcp S-mp__f-ed `e_hcd cf D.na-,s - rcu-ar Fa--ure Surface Cr'-'ca 7a--ure Surface Search us-ng Yu -p -e C-rc-e Cenera�-cn Techniques In' --a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: .67" Ana-ys-s Summary There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces ca- ;m-n-mun Fac cr cf Sate -_y: 59 Resu- s Summary - Lcwes 99 rac cr cf Sate -_y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Centre Y -Centre Radius FoS 9.00 "0.67 960.50 00,70 "97.69 491.77 398.98 1.538 <-- Critical Surface 2 ""9.00 "0.67 969.50 99.70 "97.39 02.88 400.00 1.539 3 ` 9.00 "0.67 969.7" 00 07.67 02.'82 =00.00 1.5.39 9 ` 9.00 "0'.67 969.92 "99.9` 979 -92.76 =00.00 1.5=0 9.00' 0'.67 969.5'0' 99.70 98.00 00.66 397.96 1.55 6 ` 9.00 "0.67 969.7" 00 9797 -91.71 9';.9'8 1.55 9.00 "0'".67 969.50 "99.70 98.30 '89.5. 396.9' 1.5'8 8 9.00 "0.67 969.7" 00 98 .28 00.60 397.96 1.58 9 9.00 "0'.67 969.92 "99.9 98.2`, 01.65. 39'8.9'8 1.58 0 9.00 0.67 470.3 "99 32 98.23 92.70 00.00 5=9 3.97 0'".99 969.5'0' 00.70 972.6 =92.6= =00.00 1.50 % 9.00' 0'" . 67 970'.39 99 9 98. =92.6= =00.00 1.552 3.97 "0'".99 969.50 "99.70 97.99 =91.5= 39'8.9'8 1.552 9 , , 4.00 0" . 67 470.3 " ' 00 32 98. 01.59 39'8.9'8 1.552 3.97 "0'".99 969.7" 00 97.92 02.5'8 =00.00 1.552 6 ,,9.00' 0'.67 969.5'0' 99.70 98.6" ,j8. 395.92 1.552 9.00 "0.67 969.92 "99.9` 98.`,6 -00.5 397.96 1.552 9.00 "0.67 969.7" 00 "98.8 89.!9 396.9= 1.52 0 ""9.00' "0'.67 970'.76 98.49 99.38 -91.=0 39'8.9'8 1.553 20 9.00 0.67 470.55 99.0'7 98.79 02.58 =00'.00 1.55 %" 9.00 0" . 67 970'.39 99' 9 98.82 01.5.3 39'8.9'8 1.555 % 9.00' C' .67 970'. 3 992; 99.9 89.3.7 396.9= 555 23 9.00 0.67 470.3 "99 32 98.89 90. 397.96 56 29 ` 4.00 " 0'" . 67 469.92 " 99.9 ` " 99 .33 395.92 1.556 2w 9.00 "0.67 969.7" 99.7 99.20 87.26 39.90 1.556 26 ""9.00 "0.67 969.50 "99.70 "99.22 86.21 393.88 1.556 7 ""9.00' "0'".67 969.92 "99.95 "98.86 89.3 396.9= 1.556 28 ` 3.97 "0'".99 969.50 99.70 97 90.3 97.96 556 29 ==3.97 "0'".99 969.7 99. 97.72 -91.7 9';.9'8 1.556 30 3.97 "0'".99 969.92 "99.9` 97.70 02.52 =00.00 1.556 9.00 "0'.67 969.7" 99.',7 "98.89 395.92 1.556 2 '_'_4.00 "0'".67 969.50 "99.70 98.92 33 9.90 1.557 33 '_'_4.00 '_0'_.67 970'.39 '_99.'_9 " 99.92 89.30 396.9 1.55'8 39 9.00 "0.67 970'.`5 00.07 09.90 -90,35 397.96 1.55'8 9.00 "0.67 970.3 =99.32 99.95 '8.25 395.92 1.558 36 ""9.00 "0.67 960.02 -00.95 99.98 '7.20 39.90 1.558 37 ""9.00 "0.67 969.7" 99.7 00.50 86.15 393.88 1.558 38 ""9.00 "0.67 960.50 00.70 99. 85.10 392.86 1.558 .0 9.00' 0'" .67 970'.76 98.99 99.0'7 =02.51 =00.00 1.55'8 90 ""9.00 "0.67 970.55 99.07 "99.0 991.7 398.98 1.559 9" 9.00 0.67 970'.39 99 9 99.2 -90'.=2 397.96 1.559 92 ` 9.00 "0'.67 470.97 98.02 99 3` =92.0 =00.00 1.009 93 9.00' 0'" .67 970'.39 99 9 99.73 8.19 395.92 1.360' 99 "_"_?9 0'" 32 969.50 "99.20 "96.88 =92.1 =00.00 1.560 9` `9.00 "0'.67 970.3 "99 32 "99 39.90 1.560 96 3.97 "0'".99 969.50 "99.70 "98.36 8.20 390.92 1.060 47 3.97 "0'".99 470.3 00 2 98.%N 01.3.5 398'.9'8 1.560 48 3.97 "0.99 970.3 "99 2 97 .98 02.6 00.00 1.560 99 "9.00 "0.67 960.02 -00.95 00,78 86.09 393.88 1.560 50 3.97 "0".99 960.02 -00.95 98.3" 490.30 397.96 1.560 3.97 "0'".99 969.7" 99.7 08.33 49.25. 396.9= 1. 560 2 "9.00 "0.67 960.7 00 00.8 5,04 92.86 1.560 3.97 "0'".99 970'.76 98.49 98.82 =02.28 =00.00 1.560 `'9 3.97 "0'".99 969.50 "99.70 98.0`, 89.31 396.9= 1.560 3.97 "0'".99 969.7" 00 98.0'3 00,36 397.96 1.560 56 9.00' 0'.67 969.`,0' 99.70 99.89 83.99 391.'8= 1.560 3.97 "0".99 960.02 -00.95 98.00 491.1 398.98 1.560 8 ` 9.00 "0.67 470.97 98.82 99.66 =91.3= 39'8.9'8 1.062 9 ` 9.00 " 0" . 67 97 ." 8 98.69 99.69 02.39 =00.00 1.562 60 9.00 0.67 970'.76 98.99 99.68 00'.29 397.96 1.562 6 3.97 0.99 970.39 99 9 98.56 01.29 39'8.9'8 1.562 62 9.00' 0'" 4.0. 67 970'. 3 " 99.02 200.06 86.03 393..88 1.562 6 ""2.97 "0".99 69 "-"3.97 "0".99 65 "2.97 "0".99 66 ` 9.00 "0".67 67 `2.97 "0".99 68 2.97 "0".99 60 ""9.00 "0".67 70 ""9.00 "0".67 "2.97 "0".99 72 ""9.00 "0".67 73 ..2.95 "0".32 79 ""2.95 "0".32 .2.95 "0".32 76 9.00 "0".67 77 ""9.00 "0".67 8 9.00 "0".67 79 ""9.00 "0".67 80 ""2.95 "0".32 Y" 2.97 "0".99 82 "3.97 "0".99 83 3.97 "0".99 84 2.97 "0".99 8" -2.97 "0".99 86 "2.97 "0".99 87 ""9.00 "0".67 88 ""2.95 "0".32 80 9.00 "0".67 90 ""9.00 "0".67 9" ..9.00 "0".67 92 ""9.00 "0".67 93 "-"2.97 "0".99 09 "-2.97 "0".99 95, ""2.97 "0".99 96 ""2.95 "0".32 97 `2.97 "0".99 98 "" 2.97 "0".99 00 2.95 "0".32 9r- -ca_ a-_ure Surface ;c-rc_e 970.3 "99.32 "98.59 970.55 "99.07 "98.59 469.92 99.95 98.6' 960.02 -00.95 200.09 969 99 98.69 969.50 99.70 98.67 969.7 99.'7 200.2 969.50 99.70 200."5 970.39 99.9 98.26 970 99107 9970 . 969.50 99.70 97.99 ' 969 `,0 "99'70 97.9 969 99 97. 6 9Z.9 98.69 94.99 470.97 98.82 99.96 4739 98.`,6 99''92 9 0.76 98.99 9998 969 99 97.97 9"0.39 99.9 98.87 970.3 00 2 98.89 770 '00.07 98.84 469.92 99.9`, 98.92 969 99 98.99 969'50, 00'70, 98.97 969.7 99.'7 200.92 969.92 99.9`, 97.99 960.50 -00,70 200.95 970.55 99.07 200.3" 970.39 99.9 200.03 970.55 99.07 200.0" 970.39 99 9 99 970.3 "99 2 99''20, 969.92 99.9`, 9922 469.50 99.70 97.80, 469.7 99 00.25 969'50, 99.77 9928 970.3 99.32 9 .73 397.96 =00,00 396.9= 392.86 395.92 39.90 3.91.x= 390.82 =00,00 96.99 397.96 398.98 =00,00 398.98 397.96 =00,00 9699 398.98 397.96 196 9= 398.98 395.92 9 90 393.88 390.82 =00,00 389.80 39.90 39.90 395.92 396.9= 39.92 39.90 3.96.9= 393.88 392.86 0.00 Inersec�s: 2L: ""9.00 YL: "0.67 2R: 969.50 YR: 199.70 Cen_re: 97.69 YC: 99 Rad-us: R: 39'8.9'8 genera ed fa-_ure surface: ;20 pc-n_s 9.00 "0.67 33.83 97.93 `,.82 9`,.21 173.92 29.25 93.3 239.38 99.98 279.9" 96.'8= 27.30 33.95 09.95 332.60 ""6.29 35.9" "23.59 3.69.82 90`,.28 .0`, 022.29 "6.98 938.62 "73.7„ .39 1±ce Cecme=y and Prcper�-es - Cr--ca- Fa--ure Surface ;c-rcle ", 7 slices) 9 6 8 0 "0 6 0 20 22 23 29 25 26 28 29 30 32 33 39 35 3G 37 38 z, -S Base X Let Area Ang-e WLhh LengTAh ,la_ 9.00 20.95 -0.7 8.85 9.0" 2 22.85 82.06 -0.7 "0.97 "6 3 33,83 8.97 -7.8 6.86 6.92 90.60 99.6 -7.8 6.57 6.63 9 47 .25, 9.90 -7.8 6.57 6.63 9 5.82 29.9" -9.9 "0.05 "0.09 9 63.87 26.68 -9.9 "0.05 "0.09 9 73.92 302.36 -2.0 "0.08 "0.09 9 89.00 339.72 -2.0 "0.08 "0.09 9 99.08 379.70 0.9 "0.09 "0.09 9 209.6 906.96 0.9 "0.09 "0.09 9 24 .25, 6.38 3.8 ?.7 2.76 9 27.00 260.89 3.8 6.00 6.0" 9 223.00 52 "0 3.8 "".38 "".90 9 239.38 989.76 6.7 "0.02 "0.09 9 299.90 506.38 6.7 "0.02 "0.09 9 %`,9.9" 987.82 9.6 9 3" 9.99 263.72 502.02 9.6 9.3" 9.99 273.09 579.90 "2.2 "0.98 "0.72 283.2 592."2 "2.5 "0.98 "0.79 299.00 958.52 _5.9 8.00 8.30 302.00 962.2" _5.9 8.00 8.30 30.00 200.2" _5.9 3.95 3.57 2 2" 2 9 672.57 8 " 525.00 992.97 "8.3 7.60 8.00 FF2.60 5A5.26 2.2 9.70 0.09 372.00 590.92 2.2 9.90 0.09 35.9" 52.92 29." 9.2" "0.09 360.6 K2.24 29." 9.2" 0.09 369.52 337.29 27.0 6.S 6.99 376.00 "0'.75 27.0 2.00 2.25 378.00 209.29 27.0 392 9.90 38.93 307.83 27.0 `,.87 6.59 2 387.79 999.93 29.9 8.79 "0.09 396. ' 59 926.99 299 8.79 0.09 90`,.28 `,.26 32.8 3 72 9.92 909.00 299.0`, 32.8 6.62 7.88 9`,.62 26`,.8" 32.8 6.62 7.88 1.562 1.562 1.562 1.562 1.562 1.562 1.562 1.563 1.563 1.569 1.569 1.569 1.569 1.569 1.569 1.569 1.569 1.569 1.569 1.568 1.568 1.569 1.565 1.565. 1.565 1.565 1.565 1.565 1.566 1.567 1.5.67 1.567 1.5.67 1.567 1.5.67 1.567 1.567 93.50 100.21 131.83 16.32 199.08 299.00 9 -69.50 92.81 109.39 190.99 199.70 Pcre;ater Normal Test Cches±5.n Phi Weight Force Stress Factor 0.00 35.0 2555.81 1298.27 302.18 1.11 00.00 18.0 10938.30 5210.23 98.29 1.06 00.00 18.0 1052.20 5162.25 1566.89 1.09 2000.00 20.0 12756.52 6299.50 2159.55 1.09 000.00 20.0 15380.83 7519.31 2566.19 1.09 2000.00 20.0 28265.90 1371.00 2955.10 1.02 2000.00 20.0 33687.19 16388.19 3500.19 1.02 2000.00 20.0 88871.18 18878.29 3917.18 1.01 2000.00 20.0 3597.77 21211.25 887.99 1.01 2000.00 20.0 7985.7 2338.55 727..C2 1.00 2000.00 20.0 51991.03 25397.57 5123.82 1.00 2000.00 20.0 186.02 7278.56 5269.25 0.99 2000.00 20.0 33203.19 16315.79 5909.29 0.99 2000.00 20.0 66097.88 32589.06 5677.85. 0.99 2000.00 20.0 61288.95 3085.8.68 5. 55 0.98 2000.00 20.0 6 97.99 31816.99 6132.25. 0.99 00.00 18.0 61237.04 30879.51 6951.76 0.98 "00.00 18.0 62777.52 31773.31 6619.,8 0.98 0.00 35..0 72382.27 87017.75. 6597.29 0.93 0.00 35.0 73910.55 37888.81 6728.12 0.93 0.00 35..0 7235.27 29679.75 6759 56 0.92 0.00 35.0 57695.95 29918.30 6808.92 0.92 0.00 35.0 29981.92 12959.18 6895.26 0.92 0.00 35..0 83778.81 88207.75. 6777.21 0.92 0.00 35..0 5.0-2.85 29083.29 6771.96 0.92 0.00 35..0 67828.72 36997.07 6673.39 0.91 0.00 35.0 67228.27 36172.87 6613.'89 0.91 0.00 35..0 69917.48 85680.01 6956.23 0.91 0.00 35..0 63707.5.8 35018.33 6335.96 0.91 0.00 35.0 91939.15 23619.58 61-8.99 0.91 0.00 35..0 13395.50 5.96.5.8 6065.96 0.91 50.00 16.0 26017.54 19659.51 6328.44 1.03 0.00 35.0 38302.19 21559.29 5919.50 0.91 0.00 35..0 8.62 31153.60 5657.80 0.91 0.00 35.0 5 0-2.80 27988.27 .;83.25 0.91 0.00 35.0 21 96.37 11299.73 5108.99 0.92 0.00 35.0 365.5.7.18 18389.19 9799.73 0.92 0.00 85..0 33027.96 16292.91 -327.09 0.92 9 922.29 298.29 3`.7 6.99 8.6 40 929.23 99.26 35.7 4.77 9" 939.00 85.98 35.7 3.00 3.60 92 937.00 93.2 35.7 ".62 2.00 43 438.6% 8%."8, 38.6 7.88 "0.09 99 446.5.1 32.9 38.6 7.88 0.04 95 959.39 37.7 9 3.0" 9.02 96 957.90 90.70 9.5 9.52 6.09 97 46.93 27.65 4.5 0 " XArea: 4230.32 h Leng : 383.30 0.00 35.0 30819.8 1531.13 3760.79 0.93 50.00 16.0 1 8902.88 35.88.32 1.09 0.00 .L5.0 9=03.07 =95=.69 2563.=6 0.'8- 0.00 35.0 .0,2.27 2O1.82 2828.78 0.93 0.00 35..0 22729.23 10136.77 2382.56 0.9 0.00 35..0 16528.10 6176.00 1700.96 0.9 0.00 35.0 0631.07 1338.95 1191.05 0.95 0.00 5..0 5.087.9 x;.89 0.95 0.00 35.0 3=55.97 0.00 325.28 0.95 Weight: 178076.88 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: PPG S e P:\-8""9 PPG "-n-ng S -e\S-cpe S_ab _y\Ca na\Y_cde-s\D?C Case 10 Full.gmf Processed: 31 Jul 2019 11:12:96 hY.-D.: D.na-ys-s - Case '0 - Fu-- Reserve -r va-er-a- ?rcper�-eS ,7 ma�er_a-S, - ,Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 -3.00 Au_c 2 ,Y_chr-Ccu-cmb 7sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ,Y_chr-Ccu-cmb 7sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 -8.0 -9.00 Au_c 1,/'_aer-a-: 9 ,Y_chr-Ccu-cmb 7sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 -9.00 Au_c vaer-a-: 5, ,Y_chr-Cculcmb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ,Y_chr-Cculcmb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 -6.0 "20.00 Au_c 1,'_a er-a-: 7 ,Y_chr-Ccu-cmb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er Proper -es Tin-ae-ghcf wa�er: 62.900 'a-er-a- Prof- -es ( 9 prof --es Unae-gh� cf -�aa�er/med-um above ground: 62.400 Prof --e: ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 200.00 939.00 200.00 Prof --e: 2 ,2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "90.00 939.00 "90.00 Prof --e: 3 ,2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "89.00 939.00 "89.00 Prof --e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 0.00 "72.00 939.00 "72.00 Prof --e: 5 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "67.00 939.00 "67.00 Prof --e: 6 ,2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "38.00 939.00 "38.00 Prof --e: 7 ,2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "36.00 939.00 "36.00 Prof --e: 8 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 0.00 "00.00 939.00 "00.00 Prof --e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 0.00 97.00 939.00 97.00 Prof --e: -0 ,2 pc -nos; Y_a�er-a- beneaih: 5 - Slurry Wall 939.00 200.00 937.00 200.00 Prof --e: "" ,2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 200.00 990.00 200.00 Prof --e: -2 ,2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 937.00 "90.00 990.00 "90.00 Prof --e: -3 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 "89.00 990.00 "89.00 Prof --e: -9 ,2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 937.00 "72.00 990.00 "72.00 Prof --e: 5 ,2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 "67.00 990.00 "67.00 Prof --e: -6 ,2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 937.00 "38.00 990.00 "38.00 Prof --e: 7 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 "36.00 990.00 "36.00 Prof --e: -8 ,2 pc -nos; Y_aer-a- beneaih: 3 - Weaihered Bedrecs_ 937.00 "00.00 990.00 "00.00 Prof --e: -9 ,2 pc -nos) Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 939.00 97.00 990.00 97.00 S_cpe Surface ,7 pc -_s) 0.00 "00.00 979.00 200.00 Phrea�-c Surface ,9 pc -n= 0.00 "93.00 Fa--ure Surface "09.00 "00.00 990.00 200.00 09.00 "93.00 909.00 200.00 388.00 193.00 69.00 90.00 200.00 193.00 197.00 crcu-ar surface for cr-_-ca- search def-ned by: XL,XR,R 7n ersec �s: 2L: ""9.00 YL: -0-.67 2R: 969.50 YR: 199.70 Centre: , . "97.69 YC: 99.; Radius: R: 398.98 Var-ab-e Res_ra-n s Parame�er descr-p_cr: Range cf var-a -cn: Ir-a- pcs -cns range: XL X R R 0.00 9.00 50.00 20 20 50 RFSULS: Ana-ys-s - Case "0 - Fu-- Reserve -r B-shcp S-np__f-ed `e_hcd cf Ana-ys-s - T,rcu-ar Fa--ure Surface Cr'-'ca Fa--ure Surface Search us-ng Yu -p -e C-rc-e Cenera�-cn Techniques In' --a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: Ana-ys-s Sumary ,253 There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces ca- ;m-n-mun Fac cr cf Sate -_y: 3.0 Resu- s Sununary - Lewes 99 Sac cr cf Sate -_y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Centre Y -Centre Radius FoS 9.00 "0.67 969.50 00.70 07.69 01.77 398,98 3,012 <-- Critical Surface 2 ""9.00 "0.67 969.50 99.70 "97.39 492.88 400.00 3.013 3 ` 9.00 "0.67 969.7" 00 07.67 92.'82 -00,00 3,013 9 ` 9.00 "0'.67 969.92 "99.9 "9 95 92.76 =00.00 8.01- 9.00' 0'.67 969.5'0' 99.70 98.00 90.66 397.96 8.02= 6 ` 9.00 "0.67 969.7" 99.7 9 97 -91.71 39'8.9'8 3.02= 9.00' "0'.67 969.7" 00 98.28 90'.60 397.96 .029 8 ` 9.00 "0'.67 969.92 "99.9 98.25 -91.65 39'8.9'8 3.029 9 ""9.00 "0.67 960.50 -00,70 98.30 89.55 396.94 3.030 0 ""9.00 "0.67 970.3 "99.32 "98.23 92.70 400.00 3.030 3.97 "0".99 960.50 -00.70 97."3 492.64 400.00 3.031 % 9.00' 0'" . 67 970'.39 99 9 98. =92.6= =00.00 8.035 9.00 "0'.67 970'.76 98.49 "99.30 -91.=0 39'8.9'8 3,035. 9 9.00 "0.67 970.3 "99 32 . 98.`3 91.59 398.98 3,036 5.97 "0'".99 969.7" 00 07.92 92.5 =00.00 .036 6 5.97 "0'".99 969.50 "99.70 "97.99 =91.5 39'8.9'8 3,037 9.00 "0.67 969.92 "99.9` "98.`6 00'.5- 397.96 3.03.7 9.00 "0.67 969.7" 99 98.8 89.=4 96.9= .037 0 ` 9.00 " 0'" . 67 969.50 " 99.70 " 98.6" - -- 395.92 3.038 20 9.00 0.67 970'.5` 99.07 98.79 02.08 =00,00 3,0-1 %" 9.00 0" . 67 970'.39 99' 9 98.82 91.5.3 39'8.9'8 3.0=1 % 9.00' C' .67 970'. 3 990; 99 "9 79.3 396.9= 8,0=2 23 9.00 0'" .67 970'. 3 " 99 32 95. S4 90.8 897.96 3.0=2 29 ` 9.00 "0'.67 969.92 99.95 99.7 88.32 395.92 3.0=2 ,` 9.00 "0.67 969.7" 99 9920 .26 +9.90 8,0-3 26 ` 9.00 "0'.67 969.92 "99.95 98.86 89.3 396.9= 3,0-3 27 ""9.00 "0.67 969.50 99.70 "99.22 86.21 398 3.044 28 3.97 "0'".99 969.92 99.95 97.70 92.52 =00.00 3.0 29 3.97 "0'".99 969.7" 00 97.72 -91.0 398.98 3.r= 30 3.97 "0'".99 969.50 99.70 97 90.3 897.96 8.0== 9.00' "0'.67 969.7" 00' 95.84 895.92 3.85. 32 `9.00 "0'.67 950'.5` 00.07 00.90 00.33 897.96 3.N5. 33 9.00 0" . 67 970'.39 99 9 99.92 89.30 396.9 3, 0-5 39 ""9.00 "0.67 960.50 -00,70 98.92 9.90 3.046 9.00 "0.67 970.3 99 52 99.95 8.25 395.92 3.0=6 56 9.00' "0'.67 969.92 99.95 99.98 87.20 39.90 8,0-6 37 9.00' "0'.67 970'.76 98.99 "99.07 =02.51 =00.00 3,0-6 38 ` 9.00 0.67 470 98.82 99.3 02.5. =00,00 3.0-7 .0 9.00 "0.67 969.7" 99.7 00.50 86.15 9 3,047 90 9.00' "0.67 970'.5`., 00.0 00.0 01.0 39'8.9'8 3.00 g" 9.00 "0.67 960.50 00.70 00.53 85.10 392.86 3.048 92 "9.00 "0.67 970'.39 99.9 "99 2 =90.=2 397.96 8.r'7 95 5.97 0'".99 970'.76 98.49 98.02 92.28 =00.00 3.N8 99 9.00 0" . 67 970'.39 99 9 99.73 8.19 395.92 3.00 9` 9.00 "0.67 970.3 "99 32 99 39.90 3.050 96 3.97 "0'".99 970."3 "99 32 98.28 01.35 9'.9'8 3.050 97 "9.00 "0.67 960.02 -00.95 00,78 86.09 393.88 3.050 48 5.97 "0'".99 9''0'.3 00 52 95 98 9c.=6 00.00 .0'51 90 5.97 "0'".99 969.92 99.9`, "98.5" 90,30 397.96 8.051 50 9.00 0.67 97 . 8 98.69 99.69 92.39 =00.00 3.0'51 9.00 "0.67 969.7" 99.7-00.8" 5.04 392.86 3.051 9.00' "0'.67 470.97 9882 99.66 =01.3= 39'8.9'8 3.051 3.97 "0'".99 969.7" 99 08.33 89.25 96.9= 8.0'52 `'4 3.97 "0'".99 969.50 "99.70 98.36 8.20 395.92 3.052 -% 9` C' .32 969.50' 99.70' 96.88 =92.=1 =00.00 3.052 56 5.97 "0'".99 969.92 99.95 98.00 =91.1 39'8.9'8 3.0'52 9.00 "0.67 969.50 99.70 99.89 83.99 391.84 3.052 0 ` 9.00 "0.67 970'.76 98.99 99.68 40'.29 397.96 3.052 9 3.97 "0'".99 969.7" 99 98.0'3 90,36 397.96 8.052 60 5.97 "0'".99 969.50 "99.70 98.05 89.31 396.9= 3.0'52 6 5.97 "0'".99 970'.5` 99.07 98 59 =92.3= =00,00 3,05= 62 3.97 "0'".99 970.39 "99."9 "98.`6 91.29 39'8.9'8 3.05= 63 ""9.00 "0".67 64 ""3.47 "0".49 65 ""4.00 "0".67 66 ""3.47 "0".49 67 ""4.00 "0".67 68 ""2.47 "0".49 60 "-4.00 "0".67 70 ""9.00 "0".67 71 ..9.00 "0".67 72 "-"3.47 "0".49 73 """2.47 "0".49 74 ""4.00 "0".67 ..9.00 "0".67 76 4.00 _0".67 77 "2.47 "0".49 8 ""2.47 "0".49 79 ""2.47 "0".49 80 ""4.00 "0".67 8" ""2.47 "0".49 82 .1.1'2.95 "0".32 83 ""4.00 "0".67 84 .1.1'2.95 "0".32 85 .1.1'2.95 "0".32 80 "-"2.47 "0".49 8.1.1'2.9', "_0"_.32 .� 88 ;;05, "_0" 32 89 „4.00 "0".67 90 ""3.97 "0".99 0" „9.00 "0".67 92 ..9.00 "0".67 93 ..9.00 "0".67 94 ""9.00 "0".67 Q5 ""2.47 "0".49 06 ".9.00 "0".67 97 ""2.47 "0".49 ON ""4.00 "0".67 99 "3.47 "0".49 Cr' 'ca_ a-_ure Surface ;c-rc-e 470.3 470,3 469.92 469.92 469.7" 469.7" 47.39 469.50 47.8 469.50 470.34 470.97 470.76 470.55 470.55 470.34 470.3 470.55 469.92 469.50 469.7" 469.7" 469.7" 469.7" 469.50 469.92 969.50 969.50 47.39 47.8 470.97 470.34 470.34 470.76 470,3 970.55 469.92 -0082 200.06 00 r2 98,5,9 00.45 200.09 99.45 " 98.6" 99.7 200.2 99 98.64 -s8. 92 99.70 X00."5 98.69 99.94 . 70 98.67 999 _98,26 98.82 99.96 98.94 ' 00.08 99.C7 9970 99.07 ,08,84 99.9 98.87 99.07 200.3" 99.95 "98.92 99.70 97.49 99.7 200.92 99.7 976 . 99 97.47 99.7 98,94 00.45 97.44 99.70 200.95 99.70 , 98.97 "98.56 200.22 98.69 200.29 98.82 200.26 99.9 200.03 98.94 100.29 00 82 00,20 99.07 200.0" 99.95 "99.22 =86.03 LRL 9'8 X9.19 83.92 x.14 =02.3 91.2'8 487.09 02.0 00.23 -89.18 �9 L4 -91.23 490.18 489.13 '8.08 490.19 02.3 =91.2J 487.03 491.30 =92.29 =85.98 =91.22 =90.17 489.07 '8.02 9�s.13 -869, 393.- 397.96 392.86 396.9= 391.4 395.92 =00,00 90.82 398.98 39.90 =00,00 397.96 1.96.9- u96.9" 9'.98 397.96 196 9= 39.90 395.92 397.96 390.82 =00,00 9'x.98 39.90 398.98 =00,00 389.80 393.88 398.98 97.96 196.9= 39.90 395.92 395.92 395.92 39.90 Inersec�s: 2L: ""9.00 YL: "0.67 2R: 969.50 YR: 199.70 Cen_re: 97.69 YC: 49 Rad-us: R: 39'8.9'8 genera ed fa-_ure surface: ;20 pc-n_s 4.00 "0.67 33.83 97.93 .Y, 9`,.21 173.92 24.25 93.3 234.38 99.48 2`4.4 96.'8= 27.30 33.45 09.95 332.60 ""6.29 3.4" "23.59 3.69.82 405.28 .0`, 422.24 "6.98 438.62 "73.7 .39 1±ce Cecmery and Prcper�-es - Cr--ca- Fa--ure Surface ;c-rc-e ", 7 slices) .054 .054 3,055 3.,055 3,055 3,055 3.056 3.056 3.056 3.056 3.056 3.056 3.057 3.058 3.058 3.058 3.058 3.059 3.059 3.059 3.059 3.059 3.059 3.059 3.060 3.060 3.060 3.061 3.061 3.061 3.061 3.062 3.062 3.062 3.062 3..063 93.50 100.21 131.83 186.33 19.08 29.00 9 -69.50 92.81 104.59 140.99 199.70 S_ -S Base Pcre;ater Normal Test 'r; Let Area ng-e WLhh LengAh '_a - Cches-cn Phi Weight Force Stress Factor 9.00 20.95 -0.7 8.85 9.0" 2 0.00 35.0 2555.82 51819.38 5902.37 1.06 2 "22.85 82.06 -0.7 "0.97 "6 3 "00.00 18.0 10438.30 65505.16 668.78 1.04 33.83 8.97 .8 6.86 6.92 3 "00.00 1'8.0 1052.20 1265 52 6766 25 1.02 4 "40.68 99'6 .8 6.57 6.63 4 2000.00 20.0 12 X6.52 39'876.62 7127 1.03 47 .25, 9.40 -7.8 6.57 6.63 4 2000.00 20.0 0.'83 =026.63 ,39.40 1.03 6 53.82 29.4" -4.9 "0.05 "0.09 9 2000.00 20.0 28265.90 61820.60 7651.07 1.01 "63.87 26.68 -4.9 "0.05 "0.09 9 2000.00 20.0 33687.14 62359.04 798.29 1.01 8 "73.92 302.36 -2.0 "0.08 "0.09 9 2000.00 20.0 38871.18 62737.26 8235.17 1.00 9 "89.00 339.72 -2.0 "0.08 "0.09 9 2000.00 20.0 3597.77 62955.13 8495.34 1.00 0 "99.08 379.70 0.9 "0.09 "0.09 9 2000.00 20.0 7985.7 63013.30 8670.92 1.00 209.6 906.96 0.9 "0.09 "0.09 9 2000.00 20.0 51991.03 62910.18 857.91 1.00 2 29.25 ""6.38 3.8 2.75 2.76 9 2000.00 20.0 186.02 17161.77 8917.05 0.99 27.00 260.89 3.8 6.00 6.0" 9 2000.00 20.0 33203.19 37329.06 8961.57 0.99 4 223.00 52.0 3.8 .38 ".40 9 2000.00 20.0 66097.33 70377.94 905.'8'8 0.99 239.38 989.76 6.7 0.02 0.09 9 2000.00 20.0 6128.95 61638.78 9088.18 0.99 6 299.90 506.38 6.7 "0.02 "0.09 9 2000.00 20.0 63797.99 60895.42 9129.04 0.99 259.9" 987.82 9.6 9.3" 9.99 3 "00.00 18.0 6127.54 56201.26 9193.57 1.00 263.72 502.02 9.6 9.3" 9.99 3 "00.00 18.0 62777.52 55271.00 916.02 1.00 -9 273.09 79.90 "2.2 "0.98 "0.72 2 0.00 35.0 72382.27 6188.10 9023.3, 0.97 20 283.2 592.2 "2.5 "0.98 "0.79 2 0.00 35.0 73910.55 60010.75 89C2.96 0.97 2" 299.00 958.52 M.4 8.00 8.30 2 0.00 35.0 57235.27 5216.89 8810.01 0.97 22 302.00 462.2 M.4 8.00 8.30 2 0.00 35.0 57695.95 407.22 8699.3 0.97 23 30.00 200.2 M.4 3.95 3.7 2 0.00 35.0 24981.2 18630.51 8617.63 0.97 29 33.95 672.57 8.3 "2."7 2 0.00 35.0 83778.1 61618.36 823.00 0.98 25 325.00 992.97 "8.3 7.60 8.00 2 0.00 35.0 550"2.85 38939.77 8217.57 0.98 26 332.60 595.26 2.2 9.90 "0.09 2 0.00 3.5.0 67828.72 713.34 7970.13 0.98 27 392.00 590.92 2.2 9.90 "0.09 2 0.00 35.0 6 223.27 '37.21 7712.82 0.98 28 3.4" 52.92 24." 9.2" "0.09 2 0.00 35.0 64917.3 2392.04 73.85.11 0.99 29 360.6" 5"2.29 24." 9.2" "0.09 2 0.00 35.0 63707.58 39798.64 7068.1 0.99 0 369.82 337.24 27.0 6.8 6.94 2 0.00 3.5.0 1939.15 25796.97 671.31 1.00 376.00 " 07.75, 27.0 2.00 2.25 2 0.00 35..0 13395..5.0 8060.7 6569.3= 1.00 2 378.00 209.29 27.0 3.92 9.90 6 50.00 16.0 26017.54 15390.77 666.37 1.07 33 38.93 307.83 27.0 5.87 6.59 2 0.00 35.0 3'302.19 21989.8 627.81 1.00 4 387.79 444.93 29.9 8.74 "0.09 2 0.00 3.5.0 55353.62 3115.3.60 59'8.04 1.02 35 396.59 926.99 29.9 8.79 "0.09 2 0.00 3.5.0 530-2.80 27988.27 5677.92 1.02 6 40`•.28 75.26 32.8 3 72 4.42 2 0.00 35..0 21796.37 1120.73 5=29.20 1.03 7 909.00 299.05 32.8 6.62 7.88 2 0.00 35.0 3.6557.18 1°389.19 5107.34 1.03 38 9"5.62 265.8" 32.8 6.62 7.88 2 0.00 35.0 33027.46 16292.91 608.'8'8 1.03 9 zz.z9 248.24 3`.7 c.ss c 90 929,23 '99.26 35.7 4.77 9" 939.00 85.98 35.7 3.00 3.69 92 937.00 93.2 35.7 ".62 2.00 43 438,6% 8%,"8, 38.6 7.88 "0.09 99 446.5.1 32.9 38.6 7.88 0.04 95 959.39 37.7 9 3.0" 9.02 96 957.90 90.70 9.5 9.52 6.09 97 46.93 27.65 4.5 0 " XArea: 4230.32 h Leng h: 383,30 0.00 35.0 30819.88 15318.13 8032.87 1.06 50.00 16.0 1 8902.88 3726.18 1.15 0.00 -5.0 9803.07 8958.69 27'8'8.98 0.99 0.00 35.0 5.832.28 2871.82 30-6.93 1.06 0.00 35..0 22729.23 10136.77 2589.09 1.08 0.00 35..0 16528.10 6176.00 1868.18 1.08 0.00 35.0 8631.07 1338.95 1331.26 1.11 0.00 35.0 5087.89 75.387 958.39 1.11 0.00 35.0 3855.97 0.00 35 83 1.11 Weight: 178076.88 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?C "-n-ng S -e\S-cpe S_ab _y\Ca na\Y_cde-s\D?C Case 11 RD.gmf Processed: 31 Jul 2019 13.:1:9 IA_A: ina-ys-s - Case - Rap -d Draw Dcwn va-er-a- ?rcper�-eS ;7 ma�er_a-Si " ;Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 1,/'_aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5 ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 1,'_a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- Prcf--es ("` prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "90.00 392.00 "90.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "83.00 392.00 "83.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "8.00 392.00 "8.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "80.00 392.00 "80.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 70.00 392.00 70.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 392.00 "00.00 Prcf--e: S ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 392.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 392.00 "90.00 395.00 "90.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "90.00 990.00 "90.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 395.00 "83.00 990.00 "83.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "8.00 990.00 "8.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 395.00 "80.00 990.00 "80.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "70.00 990.00 "70.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 395.00 "00.00 990.00 "00.00 Prcf-"e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 392.00 97.00 990.00 97.00 SS-cpe Surface ;9 pc -_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 370.00 190.00 399.00 183.00 In -a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "n ersec �s: 2L: "02.00 YL: "00.67 2R: 930.00 IR: Cen_re: "78.GG YC: 967.63 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns ,a -_h -n range: XL X R R 9.00 "0.00 "0.00 20 20 50 190.00 190.00 183.00 RESULS: D.na-yS-s - 7ase - Rap -d Dra-1 Dc -In B-shcp rmp__f-el `e_hcd cf D.na-,s - 7,rcu-ar Fa--ure Surface Cr'-'ca Fa--ure Surface Search us-ng Yu -p -e C-rc-e Cenera�-cn-echniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: Ana -t s -s Surmnar There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces ca- ;m -n -mum; Fac cr cf Sate -_y: G9 Resu- s Surmnary - Lcwes 99 Sac cr cf Sate -_y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Centre Y -Centre Radius FoS 02.00 "00.67 930.00 "90.00 "78.22 67.6 37.80 1.644 <-- Critical Surface 2 "02.00 "00.67 930.00 "90.00 "78.28 467.1 37.59 1.65 3 02.00 "00.67 930.00 "90.00 "78.39 67.19 37.39 1.66 9 "02.00 "00.67 930.00 "90.00 "78.90 66.97 37.18 1.66 02.00 "00.67 930.00 "90.00 "78.96 66.75 373.98 1.67 6 "02.00 "00.67 930.00 "90.00 "78.6 67.85 375.00 1.67 "02.00 "00.67 930.00 "90.00 "78.2 66.53 7..78 1.67 8 "02.00 "00.67 930.00 "90.00 "78.8 66.30 1.68 9 "02.00 "00.67 930.3 "90.00 "78.59 67.76 375.00 1.68 0 "0.79 "00.60 930.00 "90.00 "78.06 67.76 375.00 1.69 02.00 "00.67 930.00 "90.00 "78.69 66.08 ▪ 1.69 2 "02.00 "00.67 930.3 "90.00 "78.65 L67.5L 37.80 1.69 3 0.79 "00.60 930.00 "90.00 78.2 67.5. 37.80 1.69 9 "02.00 "00.67 930.00 "90.00 "78.70 65.86 373.16 1.69 02.00 "00.67 930.3 "90.00 "78.7 67.32 37.59 1.650 6 "0.79 "00.60 930.00 "90.00 "78.8 67.32 37.59 1.650 02.00 "00.67 930.00 90.00 78.76 65.6 372.96 1.650 8 02.00 "00.67 930.3 90.00 "78.77 67.10 37.39 1.650 9 "0.79 "00.60 930.00 "90.00 78.29 67.10 37.39 1.650 20 "02.00 "00.67 930.00 "90.00 "78.82 65..C-2 372.76 1.650 2" "02.00 "00.67 930.3 "90.00 78.83 466.88 7 .18 1.651 22 "0.79 "00.60 930.00 "90.00 78.30 466.87 37.18 1.651 23 "02.00 "00.67 930.00 "90.00 "78.88 465.20 372.55 1.651 29 "02.00 "00.67 930.3 "90.00 78.89 466.66 373.98 1.651 25 "0.79 "00.60 930.00 "90.00 78.36 466.65 373.98 1.651 26 "02.00 "00.67 930.00 "90.00 "78.99 464.98 372.35 1.652 27 "02.00 "00.67 930.3 "90.00 78.95 466.44 1.652 28 "0.79 "00.60 930.00 "90.00 "78.92 466.3 1.652 29 "02.00 "00.67 930.00 "90.00 "79.00 46.76 37▪ 2.14 1.652 30 "02.00 "00.67 930.3 "90.00 79.0" 66.21 1.652 3" 0.79 "00.60 930.00 "90.00 78.98 66.21 1.653 2 "02.00 "00.67 930.00 "90.00 ?9.06 464.53 37▪ 1.94 1.653 33 02.00 "00.67 93.05 "90.00 ?9.02 67.67 3.75.00 1.653 39 "0.79 "00.60 930.3 "90.00 78.99 67.67 3.75.00 1.653 35 02.00 "00.67 930.3 "90.00 79.07 65.99 ▪ 1.653 36 "0.79 "00.60 930.00 "90.00 78.59 65.99 ▪ 1.653 37 "0.58 "00.53 930.00 "90.00 77.96 67.67 3.7▪ 5.00 1.653 38 "02.00 "00.67 930.00 "90.00 79.2 6.31 371.73 1.653 39 "02.00 "00.67 93.05 "90.00 ?9.08 67.5 37.80 1.653 90 "0.79 "00.60 930.3 "90.00 78.5`, 67.5 37.80 1.654 9" "02.00 "00.67 930.3 "90.00 79. 65.77 373.16 1.654 92 "0.58 "00.53 930.00 "90.00 78.02 67.5 37.80 1.654 93 "0.79 "00.60 930.00 "90.00 "78.60 65.77 373.16 1.654 99 "02.00 "00.67 930.00 "90.00 79.8 6.09 371.53 1.654 95 "02.00 "00.67 93.05 "90.00 79.9 67.23 37.59 1.654 96 "0.79 "00.60 930.3 "90.00 78.6" 67.2 37.59 1.654 97 "02.00 "00.67 930.3 90.00 79.9 65.5.5 372.96 1.65= 98 "0.58 "00.53 930.00 90.00 78.08 67.22 37.59 1.654 99 0.79 "00.60 930.00 90.00 78.66 65.55 372.96 1.65= 50 "02.00 "00.67 930.00 90.00 79.29 463.87 371.33 1.655 02.00 "00.67 93.05 "90.00 79.20 67.01 37.39 1.655 2 0.79 "00.60 930.3 "90.00 78.67 67.01 37.39 1.655 02.00 "00.67 930.3 "90.00 79.25 65.33 372.76 1.655 59 "0.58 "00.53 930.00 "90.00 78.9 67.00 .39 1.655 0.79 "00.60 930.00 90.00 78.72 65,33 372.76 1.655 56 "02.00 "00.67 930.00 90.00 79.30 63.65 371.12 1.655 "02.00 "00.67 93.05 "90.00 79.26 66.79 37.18 1.655 8 0.79 "00.60 930.3 "90.00 78.73 66.79 37.18 1.655 9 "02.00 "00.67 930.3 "90.00 79. 65.11 372.55 1.655 60 "0.79 "00.60 930.00 "90.00 78.78 65.11 372.55 1.656 6" "02.00 "00.67 930.00 "90.00 79.36 63.3 X70.92 1.656 62 "02.00 "00.67 93.05 "90.00 79.32 66.57 373.98 1.656 63 "0.79 "00.60 930.3 "90.00 78.79 66.56 373.98 1.656 69 "02.00 "00.67 930.3 90.00 79.37 =6=.'89 3 2 r5 1.656 65 "0.79 "00.60 930.00 90.00 78.89 46.88 372.35 1.656 66 "02.00 "00.67 930.00 "90.00 79.93 63.21 X70.71 1.656 67 "02.00 "00.67 93.05 "90.00 79.38 66.35 1.657 68 "0.79 "00.60 930.3 "90.00 78.85 66.3= 1.657 69 "02.00 "00.67 930.3 90.00 59.93 6.67 37▪ 2.1 1.657 70 0.79 00.60 930.00 90.00 78.90 6.66 372.1= 1.657 - "02.00 "00.67 930.00 "90.00 79.99 62.98 370.51 1.657 72 "0".79 "00.60 73 "02.00 "00.67 79 "02.00 "00.67 "0".79 "00.60 76 K.79 00.60 77 02.00 "00.67 8 02.00 00.67 79 0".79 00.60 80 "02.00 00.67 8" "02.00 "00.67 82 "0".79 "00.60 83 "0".79 "00.60 89 "02.00 "00.67 85 "02.00 "00.67 86 "0".79 "00.60 87 "02.00 "00.67 88 "02.00 "00.67 89 "0".79 "00.60 90 0".79 00.60 9 "02.00 00.67 92 "02.00 00.67 93 -0-,79 X00.60 99 "02.00 "00.67 95 "02.00 "00.67 96 "0".79 "00.60 97 "0".79 "00.60 98 "02.00 "00.67 99 02.00 "00.67 nr -ca_ 'a-_ure .urtace (c-rc_e 930.53 930.53 930.00 930.00 q2' 5.8 930 53 930.53 930.00 930.00 q2' 5.8 930.53 930.53 930.00 93 C5 93 8 930.00 930.53 930.53 930.00 q2' 5.8 930.00 Inersec�s: LL: "02.00 YL: Cen_re: YC78.22 YC: 2enera�ed to±_ure surface: ;20 pc-n:.s 02.00 "00.67 "20.27 94.3 93.8 22.84 285.69 08.56 303,;9 370.9" 7`,.86 286 " 90.00 " 90.00 " 90.00 90.00 " 90.00 " 90.00 " 90.00 90.00 " 90.00 " 90.00 " 90.00 " 90.00 " 90.00 " 90.00 " 90.00 " 90.00 " 90.00 " 90.00 " 90.00 " 90.00 " 90.00 " 90.00 90.00 " 90.00 " 90.00 " 90.00 " 90.00 " 90.00 9.99 79.0 ?9.02 -9.6 79.0 -9.03 6 -9.6 -9.08 °.03 -9.6 -9.6- -9.09 -9.62 -9.67 -9.09 -9.62 -9.-3 -66.12 =66.12 4.44 "00.67 LR: 930.00 YR: 967.63 97.39 99.99 4.32 Rad-us: R: - ecme ry and ?rcper -es - Cr'-ca_ 7a-ure :urtace (c-rc_e , =6 slices) 371.73. 371.73. .80 0.10 .80 .16 .16 371.53 371.53 - 59 3.X9.90 2.96 2.96 371.33 371.33 _ 39 3.-39 69.69 190.00 .80 1.65.7 1.65. 1.657 1.657 1.657 1.658 1.65.8 1.65.8 1.65'8 1.65'8 1.658 1.658 1.658 1.658 1.658 1.658 1.658 1.659 1.659 1.659 1.659 1.659 1.659 1.659 1.659 1.659 1.659 1.659 157.19 93.43 20.59 99.69 .63 128.43 15.94 177.87 175.75 26772 5-.24 =30.00 92.x= 103.68 190.00 S_ Base PcreGater Normal Test 'r; Let Area F.ng-e W±dh Lengih '_al fiches-cn Phi Weight Force Stress Factor 02.00 3.96 -0.3 3.66 3.72 2 0.00 35.0 32.20 219.30 122.95 1.10 2 "05.66 27.53 _ _ 7.30 7.92 3 "00.00 18.0 3.518.29 174.78 502.7 1.05 2.97 55.0" -0.3 7.30 7.92 3 "00.00 18.0 7108.57 388.71 1003.71 1.05 9 "20.27 26.2 2.6" 2.63 3 "00.00 18.0 383.00 163.86 1323.79 1.01 22.88 98.96 5.90 7.97 9 2000.00 20.0 12752.31 6196.56 1803.23 1.04 6 "30.78 "27.97 5.90 7.97 9 2000.00 20.0 16509.17 8022.06 2286.04 1.04 "38.68 "89.00 -9.6 9.25 9.28 9 2000.00 20.0 23807.01 11519.2 2697.9 1.02 8 "97.93 29.99 -9.6 9.25 9.28 9 2000.00 20.0 2835.20 1371.17 3193.9 1.02 9 9 23.60 -.8 9.28 9.28 9 2000.00 20.0 32698.05 15832.5- .80 1.01 0 "66.97 285.0" -.8 9.28 9.28 9 2000'.00 20.0 36667.10 17793 30 !00-,03 1.01 7.7 39.39 ".0 9.28 9.28 9 2000.00 20.0 038.61 19620.8'8 315.75 1.00 2 "85.03 39.59 ".0 9.28 9.28 9 2000.00 20.0 3718.06 21315.69 4678.01 1.00 99.8" 86`.76 .9 9.26 9.28 9 2000.00 20.0 6683.93 22875.-8 920.51 0.99 9 203.7 388.9 3 9 9.26 9.28 9 2000.00 20.0 9 2300.9 5215.75 0.99 22.89 907.25 6.7 9.22 9.28 9 2000.00 20.0 5167.17 25588.29 5389.50 0.98 6 222.06 925.58 6.7 9.22 9.28 9 2000.00 20.0 .0 26739.59 5617.81 0.98 23".28 "09.9" 9.6 2.2 2.35 9 2000.00 20.0 13856.85 695.63 5663.04 0.98 233.60 38.28 9.6 7.99 8."" 3 "00.00 18.0 857.04 2379.58 5953.01 0.98 9 29.59 395.82 9.6 7.99 8."" 3 "00.00 18.0 9602.58 25046.66 609.85 0.98 20 299.59 70.36 "2.9 .90 ".93 3 "00.00 18.0 8798.37 95.23 6139.83 0.98 2" 250.99 925,.. 2.9 8.37 8.1 2 0.00 35.0 53138.30 27159.88 6070.84 0.94 22 29.36 933.05 "2.9 8.37 8.7 2 0.00 55.0 5131.80 27667.68 6191.99 0.94 23 26 . 72 970.3" 2 8.96 9 28 2 0.06' .0 70 30416.29 6221.23 0.93 29 276.68 975.20 2 8.96 928 2 0.66' .0 59 CO. 3.0732.75 6285.96 0.93 25 285.69 970.89 "8." 8.83 9.28 2 0.00 35.0 58860.83 30908.53 6261.55 0.92 26 299.96 97.93 8,83 9.28 2 0.00 3.5.0 58928.76 30944.20 626'8., 0.92 27 303.29 37.99 20.9 6.7 7.8 2 0.00 55.0 686.07 2.:980.6 6193.37 0.92 28 30.00 562.8 20.9 "0.69 .9 2 0.00 55.0 70178.35 .05 6136.56 0.92 29 320.69 993."" 23.8 8.50 9.28 2 0.00 35.0 55178.6 30209.12 5982.10 0.92 30 329.3 935.9" 23.8 8.50 9.28 2 0.00 3.5.0 509.81 29683.-= 5865.-8 0.92 3" 37.63 9.83 26.6 2.37 2.65 2 0.00 35..0 1'65.57 8362.18 5727.6 0.92 2 390.00 "50.9" 26.6 3.00 3.35 2 0.00 35.0 18651.68 1096.01 567.55 0.92 33 393.00 296.3" 26.6 6.00 6.7" 2 0.00 3.5.0 36708.96 20676.93 .65 0.92 39 399.00 23.63 26.6 5.29 5.85 2 0.00 35.0 31390.11 17380.06 563.86 0.92 554.29 37.24 29.9 7.88 9.0'5 2 0.00 3.5.0 593.2.6 2870.86 5280.86 0.98 36 362.2 3`'6.90 29.9 7.88 9.05 2 0.00 3.5.0 119.'02 22059.11 990.7= 0'.93 37 370.00 337.09 32." 8.05 9. 5 2 0.00 5.0 16 2 2068.1 539.3 0.93 38 378,05 296.9 32 3 8,05, 9`, 2 0.00 3.5.0 365.33.,6 17693 396'8.51 0.93 39 F86."" 80,95 35." 5.89 7.20 2 0.00 3.5.0 2..328.17 113O .96 308.80 0.94 90 392.00 87.09 35." 3.00 3.67 0.00 5.0 9579.6E: 5040.97 26 8.5'8 0.86 9" 395.00 "62.25 35." 6.30 7.70 2 0.00 35.0 19903.31 9012.98 2701.78 0.94 92 90.30 99.09 37.9 9. 2 0.00 3.5.0 12107.67 5317.68 2228.00 0.95 93 905.85 62.5, 37.9 "0.09 "2.80 6 50.00 16.0 19862.16 7239.97 1779.03 1.12 99 95.99 27.30 90.8 2.97 3.26 6 50.00 16.0 5.27 826.62 1199.25 1.15 95 98.9" 29.56 90.8 3.98 9.59 6 50.00 16.0 3668.61 29.87 906.'8 1.15 46 92".89 28.90 90.8 8."" "0.72 2 0.00 35.0 3549.80 0.00 319.96 0.97 t -S Area: ""995.59 Path Length: 352.80 t -S Weight: 150195.25 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: PPG S e P:\"8""9 PPG "-n-ng S -e\S-cpe S_ab _y\Ca na\Y_cde-s\D?C Case 11 Full.gmf Processed: 31 Jul 2019 13:19:0 I;Y.-D.: D.na-ys-s - Case "" - Fu-- Reserve -r va-er-a- ?rcper�-eS ;7 ma�er_a-Si " ;Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c 2 ;Y_chr-Ccu-cmb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-cmb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 1,/'_aer-a-: 9 ;Y_chr-Ccu-cmb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5 ;Y_chr-Cculcmb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Cculcmb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 1,'_a er-a-: 7 ;Y_chr-Ccu-cmb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- Prcf--es ("` prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "90.00 392.00 "90.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "83.00 392.00 "83.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "8.00 392.00 "8.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "80.00 392.00 "80.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 70.00 392.00 70.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 392.00 "00.00 Prcf--e: S ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 392.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 392.00 "90.00 395.00 "90.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "90.00 990.00 "90.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 395.00 "83.00 990.00 "83.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "8.00 990.00 "8.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 395.00 "80.00 990.00 "80.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "70.00 990.00 "70.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 395.00 "00.00 990.00 "00.00 Prcf-"e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 392.00 97.00 990.00 97.00 SS-cpe Surface ;9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "83.00 Fa--ure Surface "00.00 "00.00 "00.00 "83.00 370.00 190.00 399.00 183.00 In -a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "n ersec �s: 2L: "05.00 YL: "0.67 2R: 930.00 YR: Cen_re: , : "78."5 YC: 979.56 Radius: R: Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -ens ,a -_h -n range: XL X R R "0.00 "0.00 20.00 20 20 50 190.00 380.00 190.00 183.00 RESULS: Y.na-ys-s - Case „ - Fu-- Reserve -r B-shcp S'np__f-ed `ethcd cf Ana-ys-s - C'rcu-ar Fa--ure Surface Cr -ca- Fa--ure Surface Search us-ng Yu -p -e C-rc-e Cenera�-cn-echniques In' -'a fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 3.27 Ana-ts-s Suma r There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces ca- ;m-n-mun Fac cr cf Sate -_y: 2.99 Resu- s Sununary - Lewes 99 Sac cr cf Sate -_y c-rc-es C-rc-e Y-LefY-Let 4-R-ghY-Rgh_ X -Cenre Y -Centre Radius FoS 05.00 "0.67 930.00 "90.00 78. 7.56 880.00 2.986 <-- Critical Surface 2 "05.00 "0.67 930.00 "90.00 "78.27 7.12 879.59 2.989 3 05.00 "0.67 930.00 "90.00 78.39 7..6R X79.18 2.992 9 "05.00 "0.67 930.00 "90.00 "78.5" 73.24 2.996 05.00 "0.67 930.3 "90.00 "78.8 L7L.L7 380.00 2.997 6 "05.00 "0.67 930.00 "90.00 "78.63 72.80 ▪ 2.999 "05.00 "0.67 930.3 "90.00 "78.70 7.03 379.59 3.000 8 "05.00 "0.67 930.00 "90.00 "78.75 72.6 3.77.96 3.002 9 "05.00 "0.67 930.3 "90.00 "78.82 73.59 379.18 3.003 0 "05.00 "0.67 930.00 "90.00 "78.87 71.92 8.006 05.00 "0.67 930.3 "90.00 "78.99 73.15 78.78 3.007 2 "05.00 "0.67 93.05 "90.00 "79.0" 7.39 380.00 3.008 3 05.00 "0.67 930.00 "90.00 "78.99 71.8 377.14 3.009 9 "05.00 "0.67 930.3 "90.00 79.06 72.71 ▪ 3.010 05.00 "0.67 93.05 "90.00 79. 73.95 379.59 3.011 6 "05.00 "0.67 930.00 "90.00 79 "" 71.04 876.78 8.013 05.00 "0.67 930.3 "90.00 79.8 72.27 3.77.96 3.013 '8 09.97 "0.99 930.00 "90.00 77.90 73.3 380.00 3.01 9 "05.00 "0.67 93.05 "90.00 79.? 73..51 379.18 3.015 20 "05.00 "0.67 930.00 "90.00 79.23 70.60 376.33 3.016 2" "05.00 "0.67 930.3 "90.00 "79.30 471.83 3.017 22 "09.97 "0.99 930.00 "90.00 "78.02 73.89 379.59 3.018 23 "05.00 "0.67 93.05 "90.00 "79.37 73.07 78.78 3.018 29 "05.00 "0.67 93.8 "90.00 "79.99 7.30 380.00 3.019 25 "05.00 "0.67 930.00 "90.00 "79.35 70.16 375.92 3.019 26 "05.00 "0.67 930.3 "90.00 "79.92 471.39 377.14 3.020 27 "09.97 "0.99 930.00 "90.00 "78.9 379.18 3.021 28 "05.00 "0.67 93.05 "90.00 "79.99 72.63 ▪ 3.021 29 "05.00 "0.67 93.8 "90.00 "79.56 73.86 379.59 3.022 30 "05.00 "0.67 930.00 "90.00 ?9.97 69.72 3.75.51 3.023 3" 05.00 "0.67 930.3 "90.00 ?9.59 70.95 576.78 8.023 32 "09.97 "0.99 930.00 "90.00 78.26 73.01 78.78 3.024 33 05.00 "0.67 93.05 "90.00 79.6" 72.19 3.77.96 3.025 39 "09.97 "0.99 930.3 "90.00 78.33 .25 380.00 3.025 35 05.00 "0.67 93.8 "90.00 ?9.68 7..C2 379.18 3.026 36 "05.00 "0.67 930.00 "90.00 79.59 69.28 3.75.10 3.026 37 05.00 "0.67 930.3 90.00 ?9.66 70.51 376,33 3.027 38 "09.97 "0.99 930.00 "90.00 78.37 72.57 ▪ 3.02'8 39 "05.00 "0.67 93.05 "90.00 79.73 71.75 3.028 90 "09.97 "0.99 930.3 "90.00 "78.95 73.81 37▪ 9.59 3.028 9" "05.00 "0.67 93.8 "90.00 ?9.80 72.98 3.029 92 "05.00 "0.67 930.00 "90.00 79 68.8 3.7.69 3.029 93 "05.00 "0.67 932."" "90.00 79.87 ,.22 380.00 3.030 99 "05.00 "0.67 930.3 "90.00 ?9.78 70.07 375.92 3.030 95 "09.97 "0.99 930.00 "90.00 78.99 72.13 3.77.96 3.031 96 "05.00 "0.67 93.05 "90.00 ?9.85 71.31 377.14 3.031 97 "09.97 "0.99 930.3 90 00 78.57 379.1'8 8,082 98 05.00 0.67 93.N 90 00 79.92 72.5.= ▪ 3.032 99 "05.00 "0.67 930.00 "90.00 ?9.83 -68.40 3.7.29 3.033 50 "05.00 "0.67 932,.. 90.00 79.99 L7..7R 379.59 3.033 05.00 "0.67 930.3 "90.00 ?9.90 69.63 3.75.51 3.034 2 "09.97 "0.99 930.00 "90.00 78.6" 71.69 .77 55 8.034 53 05.00 "0.67 93.05 "90.00 79.97 70.87 376.73 3,035 `9 "09.97 "0.99 930.3 "90.00 78.69 72.93 78.78 3,035. 05.00 "0.67 93.8 "90.00 80.09 72.10 3.77.96 3.036 56 "09.97 "0.99 93.05 "90.00 "78.76 7.16 380.00 3.036 "05.00 "0.67 930.00 "90.00 79.9', 67.95 8.036 8 "05.00 "0.67 932,.. 90.00 "80."" - 379.18 3.037 9 "05.00 "0.67 930.3 "90.00 "80.02 69.19 3.75.10 3.037 60 "09.97 "0.99 930.00 "90.00 78.73 71.25 377.1= 3,037 6" "05.00 "0.67 93.05 "90.00 80.09 70.3 376.33 3.038 62 "09.97 "0.99 930.3 90 00 78.80 72.9 78..7 3,03'8 63 "05.00 "0.67 93.8 "90.00 80.6 71.66 .77 55 3.039 69 "09.97 "0.99 93.0` "90.00 78.88 7..72 379.59 3,039 65 "05.00 "0.67 930.00 "90.00 80.07 67.51 3.040 66 "05.00 "0.67 932."" "90.00 "80.23 72.90 7▪ 8.78 3.040 67 "05.00 "0.67 930.3 "90.00 "80.9 68.75 3.7.69 3.040 68 "09.97 "0.99 930.00 "90.00 "78.85 70.81 376.73 3.041 69 "05.00 "0.67 932.63 "90.00 "80.30 7.13 380.00 3.041 70 "09.97 "0.99 930.3 "90.00 "78.92 72.05 377.96 3.041 - "05.00 "0".67 93".05 "90.00 "80.2" 69.98 ..75.92 3.042 72 "05.00 "0".67 73 "0'9.97 50'".99 79 502,95 50'5.32 505.00 505.67 76 505.00 50'5.67 7 "05.00 505.67 78 50'9.97 505.49 79 505.00 505.67 80 50'9.97 50'5.99 85 "05.00 "0".67 82 "05.00 "0".67 83 5 03.95 505.32 89 50'9.97 50'5.99 85 505.00 505.67 86 "05.00 505.67 87 509.97 505.49 88 "05.00 "0".67 89 "0'9.97 505.49 90 505.00 505.67 95 50'9.97 505.49 92 505.00 505.67 93 "05.00 "0".67 99 "03.95 "0".32 95 509.97 505.49 96 "05.00 "0".67 97 505.00 "0".67 98 509.97 505.99 99 '05.00 "0".67 Cr'-ca_ a-_ure Surface ;c-rc_e 435.58 435.05 930.00 930.00 432.55 930.53 930.00 932.63 930.53 435.05 435.58 930.00 435.05 930.00 432.55 435.58 930.53 930.00 93.63 930'.53 435.05 435.58 930.00 935.05 930.00 432.55 435.58 930.53 590.00 590.00 590.00 590.00 590.00 590.00 590.00 590.00 590.00 590.00 590.00 590.00 590.00 590.00 590.00 590.00 590.00 590.00 90.00 590.00 590.00 590.00 90.00 590.00 590.00 590.00 590.00 590.00 80.28 9.00 577.69 580.59 80.35 0.26 9 "80.92 "79.09 80.33 580.90 7.76 55 580.3, 0.97 579.59 80,38 579.09 580.5A 9.56 580.95 "80.52 577.88 579.23 580.93 "80.59 579.5 "80.50 =71.22 .10 ,6 07 -72.-6 60'31 37 -_73.69 1.60 ,69.5, ,70. .66 =66.63 2.01 -6 =69.93 1.16 69.10' .22 ,72.,C =66.19 ,71.57 .63 -67. Inersec�s: 2L: "05.00 YL: "0".67 2R: 930.00 YR: Cen_re: YCYC: 979.56 Rad-us: R: 2enera�ed fa--ure surface: ;20 pc-n_S "05.00 "0".67 "23."0 98.57 "95.33 96.35 "96.35 99.99 259.67 96.32 232.90 98.52 286.6` 0.38 309.52 6.09 32"29 22 370'.69 596.92 386.25 556.60 90'".36 "67.02 _±ce Cecmery and Prcper�-es - Cr -ca- Fa--ure Surface (c-rc-e 5, -5 slices) .1= 9.18 380.00 06 376.33 9,59 51 379.59 • 5 • 2.65 .96 380.00 .92 79.18 .1= .10 376.33 9.1'8 7L.L= 9.59 190.00 380.00 159.6= 251.00 338.13 -15.96 3 0=2 3.0,3 3,C_3 3.043 3.043 3.C'== 3.C'== 3.C'== 3.0,6 3.0,6 C'=6 3.0,6 3.0,7 3.0,7 3.0,7 3,0_,8; 3.048 3.,0_9 3.,0_9 3 0=9 3.050 3.050 3.050 3.050 95.01 101.61 129.87 178.17 178.00 268.93 59 30.00 9= 56 105.56 138.00 195.00 -S Base PcreGater Normal Test 'r; Let Area 9.ng_e W±dh Lengih '_a 5 Cches5cn Phi Weight Force Stress Factor 505.00 2.0- -9.7 9.79 9.88 2 0.00 3.5.0 2988.56 50640.70 5287.37 1.06 2 5"9.79 58.73 -9.7 8.36 8.99 3 500.00 18.0 X7.03 4329.32 5689.30 1.03 "23."0 68.20 -6.9 6.99 6.98 3 500.00 18.0 8712.2534316.46 5998.97 1.02 9 529.5A 87.0`, -6.9 6.99 6.98 3 500'.00 1'8.0 111=9.50 3=633.62 62=6.== 1.02 "35.97 86.82 -6.9 5.36 5.90 9 2000.00 20.0 11137.06 29064.72 6553.61 1.02 6 595.33 576.62 -9.2 9.56 9.58 9 2000.00 20.0 22661.97 49835.57 6760.02 1.01 "50.98 250.70 -9.2 9.56 9.58 9 2000.00 20.0 27019.08 50218.71 7047.58 1.01 8 "59.69 293.39 -5.9 9.58 9.58 9 2000.00 20.0 31167.32 50474.43 7260.71 1.00 9 568.82 273.99 -5.9 9.58 9.58 9 2000.00 20.0 34969.32 50603.59 4.66 1.00 50 578.00 305.62 5.9 9.58 9.58 9 2000.00 20.0 5.51 50606.26 7632.29 1.00 .87.58 327.70 5.9 9.58 9.58 9 2000.00 20.0 41713.63 50481.34 7792.57 1.00 52 596.35 350.90 9.5 9.56 9.58 9 2000.00 20.0 -_5=7.61 50229.52 787,.92 0.99 3 205.55 372.80 9.5 9.56 9.58 9 2000.00 20.0 7187.98 49850.73 7971.57 0.99 "9 259.67 239.86 6.9 5.64 5.68 9 2000'.00 20'.0 3028=.67 30625.55 79'82.65 0'.99 55 ??0.35 275.96 6.9 6.29 6.39 3 500'.00 1'8.0 3 696.5= 33.866.86 C'8=.5= 0'.99 56 226.65 283.87 6.9 6.29 6.39 3 500.00 18.0 35671.04 3565.6° 8107.57 0.99 232.90 903.09 9.7 8.67 8.80 3 "00.00 18.0 50 88.18 '_596-.37 8088.19 1.00 295.57 952.25 9.7 9.93 9.57 2 0.00 35.0 5,31.73 49064.51 9015.95 0.98 9 i5".00 5.9 %.9 9 9.58 2 0.00 .0 5175 70 60'6=.21 9=7.67 0.97 ,0, ?59.97 950.97 52.9 8.97 9.58 2 0.00 35..0 5630'9.11 =931.=6 9 0'.97 %" %CY.93 9`.,2.0`., 2 8.86 9.58 0.00 3.5.0 56505.96 ,36 75.71 7759.67 0.97 22 . 79 956.88 2 8.86 9.58 0.00 .0 109.9'8 =2296.2'8 76=1.=9 0.97 23 286.65 953.06 58.0 8.73 958 2 0.00 3.5.06632.' ,079,.,3 7,61.28 0.9'8 %9 ?95.38 95.,8.79 58.0 8.73 9.58 2 0.00 3.5.0 5671'.63 3.9171.13 7289.01 0.9'8 25 309.52 305.08 20.7 5.88 6.29 2 0.00 35.0 3"1.:5.41 284-.34 7090.31 0.98 26 350.00 295.27 20.7 5.69 6.09 2 0.00 X5.0 36382.66 23977.4 6934.73 0.98 27 3"5.69 289.83 20'.7 5.64 6.09 2 0.00 3.5.0 361='8.91 23172 6777.95 0.9'8 28 32.29 927.58 2.5 2.92 9.58 2 0.00 35.0 53230.32 3358,.87 6519.50 0.99 29 329 920.37 2 8.92 9.58 2 0.00 3.5.0 52210.67 31!'86.30 6229.56 0.99 30 338.53 92.95 26.3 5.87 2.09 2 0.00 3.5.0 11460.96 6863.00 6011.71 1.00 35 390.00 596.89 26.3 3.00 3.35 2 0.00 35.0 18210.74 10744.29 5913.30 1.00 2 393.00 289.99 26.3 6.00 6.69 2 0.00 3.5.0849.83 20560.68 5729.64 1.00 33 399.00 269.59 26.3 59 6.29 2 0.00 3.5.0 32732.37 18047.'85 546.50 1.00 39 359.59 359.93 29.5 7.70 8.85 2 0.00 5..0 =3841.64 23568.13 53,3.01 1.01 35 362.30 395.25 29.0 7.70 8.85 2 0.00 X5.0 42193.70 2121,.85 5122.99 1.01 36 370'.00 332.79 35.6 8.52 9.59 2 0.00 3.5.0 =110=.79 20212.=1 =6'89.1 1.03 37 378.52 9 " 79 8 Y 8.52 9.56 2 0.00 .0 9'86.51 17252.1= =5'96.=- 1.03 38 386.25 80.79 39.6 6.99 2 O.CO 35.0 222-7.2= 106,6.96 35,0.77 1.05. 39 392.00 85.59 39.6 3.00 3.69 0.00 -5.0 9371.3'8 4865.72 2788.21 0.99 90 395.00 560'.58 39.6 6.36 73 2 0.00 5.0 196=0.=3 876=.=1 281=.=3 1.0'5 95 90'5.36 83.76 37.9 3.90' 9.40 2 0.00 3.5.0 15236.17 ,,33.39 236-.51 1.07 9% 905.26 570.27 37.9 50'.70 53.96 6 50'.00 16.0 20'860.70 0 1'8,2.92 1.17 98 9"5.96 ?.7 90'.5 2."8 2.85 6 50'.00 16.0 2937.37 625.=9 125=. 1 1.21 99 958.59 30.25 90.5 3.56 9.66 6 50.00 16.0 3.755.15 - 5 51 969.94 1.21 95 925.69 29.07 90.5 8.5 50.86 2 0.00 35.0 363.54 0.00 365.29 1.09 -SArea: 55554.87 Pail Lengih: 398.88 -S Weight: 1==5=70.62 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?C "-n-ng S -e\S-cpe S_ab _y\Ca na\Y_cde-s\D?C Case 1 RD EQ.gmf Processed: 29 Jul 2019 15:52:28 E _A: ina-ys-s " - Case " - Rap -d Draw Dcwn EQ va-er-a- ?rcper�-eS ,6 ma�er_a-S, " ,Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c 2 ,Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ,Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '2./_-a-: 9 ,Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5, ,Y_chr-Ccu-curb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c '2./_aer-a-: 6 ,Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c Ga er ?rcper -eS Ur-_cf 62.900 Ur-_cf �aa_er/med-um abcve ground: 62.00 '_a-er-a- Prcf--es ("` prof --es Prcf--e: ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "90.00 392.00 "90.00 Prcf--e: 2 ,2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "63.00 392.00 "63.00 Prcf--e: 3 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "60.00 392.00 "60.00 Prcf--e: 9 ,2 pc-ns) Y_aer-a- beneaih: 6 - C -ay 0.00 5 .00 392.00 .00 Prcf--e: 5 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 37.00 392.00 37.00 Prcf--e: 6 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 0.00 "00.00 392.00 "00.00 Prcf--e: S ,2 pc -n s; a er-a- beneaih: 9 - S ab-e Bedrec_. 0.00 97.00 392.00 97.00 Prcf--e: 8 ,2 pc -nos) Y_a�er-a- beneaih: 5 - S-urry 392.00 "90.00 395.00 "90.00 Prcf--e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "90.00 950.00 "90.00 Prcf--e: "0 ,2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 395.00 "63.00 950.00 "63.00 Prcf--e: "" ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "60.00 950.00 "60.00 Prcf--e: "2 ,2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 395.00 55.00 950.00 _55.00 Prcf--e: "3 ,2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "37.00 950.00 "37.00 Prcf--e: "9 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 395.00 "00.00 950.00 "00.00 Prcf-"e: "` ,2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrec�_ 392.00 97.00 950.00 97.00 SS-cpe Surface ,9 pc -_s) 0.00 "00.00 Phrea�-c Surface ,9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 370.00 190.00 352.00 18.00 In -a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "n ersec �s: 2L: "09.00 YL: "0.33 2R: 935.00 YR: Cen_re: - . "86.89 YC: 959.29 Radius: R: Earinguas_e Fcrce Pseudc-sJa�-c earinguas_e (se-sn±c) cceff-c-ens: 0.070 Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns range: XL X R R 8.00 "0.00 95.00 20 20 50 50.00 50.00 190.00 362.50 190.00 184.00 RESUI=: D.na-yS-s - 7ase - Rap -d Draw Dc -In Fti B-shcp S-mp__f-el `ethcd cf D.na-,s - 7,rcu-ar Fa--ure Surface Cr -ca- 7a--ure Surface Search us-ng vu -p -e C-rc-e Cenera-cn-echniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: .397 Ana-ys-s Summary There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca- ;m-n-mun Fac_cr cf Safe y: 30 Resu- s Summary - Lcwes 99 rac cr cf Sate -_y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 09.00 "0".33 435.00 "90.00 "86.89 24 362.50 1.300 <-- Critical Surface 2 "09.00 "0".33 435.00 "90.00 "87."" 53.23 361.58 1.303 3 09.00 "0".33 93.3 "90.00 "87.26 362.50 1.303 4 "09.00 "0".33 435.00 "90.00 "87.8 52.23 360.66 1.305 09.00 "0".33 93.3 "90.00 "87.53 5.3.13 361.58 1.306 6 "09.00 "0".33 436.05 "90.00 "87.68 04 362.50 1.306 "03.58 "0 "9 435.00 "90.00 "86.69 5.05. 362.50 1.307 8 "09.00 "0.33 435.00 "90.00 "87.65 51.22 359.74 1.308 9 "09.00 "0".33 935.53 "90.00 "87.80 52.13 360.66 1.309 0 "03.58 "0 "9 435.00 "90.00 "86.9" ,.x.04 361.58 1.310 03.58 "0 "9 93.3 "90.00 "87.06 3.95 362.50 1.310 2 "09.00 "0".33 436.05 "90.00 "87.95 53.03 361.58 1.310 3 09.00 "0".33 435.00 "90.00 "87.92 50.21 5.8.83 1.311 4 "03.58 "0 "9 435.00 "90.00 "87.8 52.03 360.66 1.312 09.00 "0".33 436.58 "90.00 "88.0 ,3.94 362.50 1.312 6 "04.00 "0".33 43.3 "90.00 88.07 51.12 359.7 1.312 09.00 "0.33 436.58 "90.00 88.37 52.93 361.58 1.313 "8 09.00 "0.33 93.3 "90.00 "88.39 450.11 358.83 1.313 9 "03.58 "0 "9 93.3 "90.00 "87.33 52.94 361.58 1.313 20 "09.00 "0".33 436.05 "90.00 "88.99 451.02 359.74 1.314 2" "09.00 "0.33 436.05 "90.00 "88.22 52.03 360.66 1.314 22 "09.00 "0".33 937."" "90.00 "88.2 362.50 1.314 23 "03.58 "0 "9 436.05 "90.00 "87.98 362.50 1.314 24 "09.00 "0".33 435.00 "90.00 "88.96 8.19 356.99 1.315 25 "09.00 "0".33 435.00 "90.00 "88.9 449.20 357.91 1.315 26 "09.00 "0".33 436.58 "90.00 "88.69 451.92 360.66 1.315 27 "09.00 "0".33 935.53 "90.00 "88.6" 449.10 35.7.91 1.315 28 "03.58 "0 "9 435.00 "90.00 "87.95 51.03 359.74 1.316 29 "09.00 "0.33 435.00 "90.00 "89.28 5.15 3.5.23 1.316 30 "09.00 "0.33 436.05 "90.00 "88.76 50.01 358.83 1.316 3" 09.00 "0.33 93.3 "90.00 "89.92 6.06 355.15 1.316 2 "09.00 "0".33 937,.. 00.00 "88.79 52.83 361.58 1.316 33 03.58 "0 "9 436.58 "90.00 "87.90 362.50 1.317 34 "09.00 "0".33 435.00 "90.00 "89.00 6.16 355.15 1.317 35 09.00 "0".33 436.05 "90.00 "89.7 6.97 356.07 1.317 36 "03.58 "0 "9 93.3 "90.00 "87.60 51.93 360.66 1.317 37 "09.00 "0".33 935.53 "90.00 89.Th 7.07 356.07 1.317 38 03.5,8 38 C3.5,,8 43r.,.3 "90.00 87.87 50.92 35.9.-„ 1.317 39 "09.00 "0".33 935.00 "90.00 88.73 8 56.07 317 40 "09.00 "0".33 436.58 "90.00 "88.9" 50.91 359.74 1.317 4" "09.00 "0.33 436.05 "90.00 "89.30 7.98 356.99 1.318 42 "03.58 "0 "9 436.05 "90.00 "88.02 51.83 360.66 1.318 43 "09.00 "0.33 93.3 "90.00 "88.88 8.09 356.99 1.318 44 "09.00 "0.33 436.58 "90.00 "89.72 7.88 356.99 1.318 45 "09.00 "0.33 437.63 "90.00 "88.99 362.50 1.318 46 03,`,8 0 "9 436.0`., "90.00 87.7 53.'8= 361.58 1.31'8 47 "04.00 "0.33 436.05 "90.00 "89.0 8.99 357.91 1.318 48 "04.00 "0.33 436.58 "90.00 "89.45 7.89 35.7.91 1.319 49 "04.00 "0".33 437."" "90.00 "89.06 51.82 360.66 1.319 50 "03.58 "0 "9 435.00 "90.00 "87.99 9.01 357.91 1.319 03.58 "0 "9 436.58 "90.00 "88.7 52.74 361.5'8 1.319 2 "04.00 "0".33 436.58 "90.00 "89."8 9.90 358.83 1.319 53 03.58 "0 "9 435.00 "90.00 "87.72 50.02 35.8.8 1.319 54 "03.6 "0.05 435.00 "90.00 86.4 5.3.86 362.50 1.319 "03.58 "0 "9 435.53 "90.00 "88."4 9.91 1.319 56 "04.00 "0".33 437,.. 00.00 "89.60 9.80 35883 1.320 03,`,8 0 "9 436.0`, "90.00 88.29 5.0,,72 35.0;, 1,320 8 "04.00 "0.33 437.63 "90.00 89.2" 52.73 361.58 1.320 9 "04.00 "0".33 437,.. 00.00 "89.33 50.81 359.74 1.320 60 "03.58 "0 "9 437... 00.00 "88.2 3.65 362.50 1.320 6" "04.00 "0.33 438.6 "90.00 "89.36 3.64 362.50 1.321 62 "04.00 "0.33 438.6 "90.00 "89.90 51.62 360.66 1.321 63 "04.00 "0.33 437.63 "90.00 89.7`, 5.0.71 359.7 1.321 64 "04.00 "0".33 438.6 "90.00 "89.63 52.63 361.58 1.321 65 "04.00 "0".33 437.63 "90.00 "89.48 51.72 360.66 1.321 66 "03.6 "0.05 435.00 "90.00 "86.70 52.85 361.58 1.321 67 "03.58 "0 "9 436.58 "90.00 "88.44 51.73 360.66 1.321 68 "04.00 "0".33 438.68 "90.00 "90.05 52.53 361.58 1.322 69 "04.00 "0".33 435.00 "90.00 89. 353.32 1.322 70 "04.00 "0".33 435.53 "90.00 "89.69 5.05 354.23 1.322 02.79 "00.9" 935.00 "90.00 "86.23 72 "03.6 "0.05 93.3 "90.00 "86.85 73 "03.6 "0.05 935.00 "90.00 "88.06 79 "03.6 "0.05 93.3 "90.00 "88.2" "09.00 0".33 938.68 "90.00 "89.78 76 C3,5,8 C, 6 437. 90.00 88.`9 "2.6 0.05 936.05 "90.00 88.35 78 "09.00 "0".33 936.05 "90.00 "89.89 79 "09.00 "0".33 939.2" "90.00 "90.20 80 "03.6 "0.05 936.05 "90.00 "87.27 8" "09.00 "0".33 935.00 "90.00 "89.82 82 "03.58 "0".9 935.00 "90.00 "88.53 83 "03.58 "0".9 93.3 "90.00 "88.68 89 "09.00 "0".33 93.3 "90.00 89.97 85 "02.79 "00.9" 935.00 "90.00 "87.3" 86 03,`,8 0".9 937.63 "90.00 88.79 87 "03.6 0.05 935.00 "90.00 27.79 88 "02.79 "00.9" 93.3 "90.00 "87.96 89 "03.6 "0.05 93.3 "90.00 "87.93 90 "03.58 "0".9 936.05 "90.00 "88.83 9" "09.00 "0".33 937."" "90.00 "89.87 92 " 2." 6 " 0. 05, 05 935.00 " 90.00 " 87.29 93 "02.79 "00.9" 936.05 "90.00 "87.6" 99 " 2." 6 " 0. 05, 05 936.05 " 90.00 " 88.08 95 "03.6 "0.05 935.00 "90.00 "86.97 96 "09.00 "0".33 936.58 "90.00 89.99 97 "03.6 "0.05 93.3 "90.00 "87.39 98 "09.00 "0".33 936.05 "90.00 "90. 99 02.79 "00.9" 935.00 "90.00 "86.77 Cr'-ca_ 'a-_ure :urtace (c-rc-e Inersec�s: 2L: "09.00 YL: Cen_re: 86.89 YC: genera ed 2-_ure surface: ;20 pc -nos) 09.00 "0.33 "22.39 8 9.89 94 284.68 "06. 2 30'. 37.3" 49.59 39.09 -7.80 71 “5.96 .66 “3.12 -=6.9'7 -7.89 9.63 9.72 ==8.80 _0.79 50.'3 =50.63 6.87 =51.65 "0".33 2R: 935.00 YR: 959.29 90.95 239.62 32,09 906.33 Rad-us: R: 99.66 99.90 -±(3e Gecmery and ?rcper -es - Cr -ca_ 7a-ure :urtace (c-rc-e 6 slices) 362.50 362.50 356.99 357.91 362.50 361.58 15 362.50 362.50 2.=0 356.07 X56.99 353.32 358.83 362.50 157.91 358.83 3.59,7= 57.91 357.91 3.58,7= 360.66 3.58,7= 360.66 356.07 360.66 .23 360.66 190.00 362.50 92.76 97.86 126.75. 17,.50 178.0 271.5 359.02 -35.00 91.'8= 101.,, 190.00 .- Base P:re;ater Normal Test 'r; Let Area Fng-e WLhh Leng2 '_a7- Cches-cn Phi Weight Force Stress Factor 09.00 "6 6.92 6.56 2 0.00 35.0 1395.06 711.26 230.85 1.15 2 ""0.92 30.97 5.98 6."" 3 "00.00 18.0 3868.56 19 2 24 681.36 1.08 3 6.9" 99.89 5.98 6."" 3 "00.00 18.0 6408.09 3176.17 1117.95 1.08 9 ??39 36.07 -6.8 3 35 339 3 "00.00 1'8.0 655. - 2277 100.= 1.05 ,`.79 "02.9 -8.8 7.6" .70 9 2000.00 20.0 13209.'81 651.64 202.71 1.06 6 33.35 "30.39 -8.8 7.6" 7.70 9 2000.00 20.0 16877.19 8232.01 2518.15 1.06 "90.98 96.48 -5.8 9.34 9.39 9 2000.00 20.0 2526.34 12321.53 2922.87 1.03 8 "50.30 239.90 -5.8 9.34 9.39 9 2000.00 20.0 30311.7 1701.65 1.03 9 59.69 27.20 2.8 9.38 9.39 9 2000.00 20.0 35020.50 16943.21 3837.zo 1.02 0 "69.02 309.86 2.8 9.38 9.39 9 2000.00 20.0 39297.23 190=6.10 .C296.5. 1.02 78.90 336.66 0.2 9.39 9.39 9 2000.00 20.0 0306.81 21007.60 605.57 1.00 5 87.79 36.83 0 9.39 9.39 9 2000.00 20.0 699.01 2282.6= 993.25 1.00 97.8 286.96 3." 6.9" 6.92 9 2000.00 20.0 36683..07 17901.57 86.98 0.99 9 209.09 200.76 ." 6.9" 6,92 9 2000.00 20.0 38304.55 18733.01 5420.00 0.99 2.00 222.2 3." 9.99 9.95 9 2000.00 20.0 2810.34 13905.85 562.68 0.99 6 25.94 936.98 6." 9.34 9.39 9 2000.00 20.0 55787.22 27=22.6 5726.12 0.9'8 ??.28 956.75 6." 9.39 9.39 9 2000.00 20.0 58283..58 29662.87 5989.52 0.98 239.62 332.93 9." 6.58 6.66 9 2000.00 20.0 C2388.35 21005.29 6069.3 0.97 -g 24.9 339.95 9 - 6,59 6,66 9 2000.00 20.0 2304.99 21480.70 6205.80 0.97 20 24'.77 289.90 9." 5.39 5.96 3 "00.00 18.0 36197.1 17970.57 6567.98 0.97 2" 253.7 590.92 "2.0 "0.05 "0.27 3 "00.00 18.0 68673.00 34479.29 6644.99 0.97 22 263.2" 97.56 "2.0 ".79 ".83 2 0.00 35..0 12385.5 622.60 6557.97 0.92 23 265.00 359.53 "2.0 6.59 6.68 2 0.00 75.0 566.73 22937.99 6618.95 0.92 24 27 `9 47.32 M.0 8.96 8.76 2 0.00 3.5.0 59'829.30 30==7.37 6615.21 0.90 25 280.00 506.28 M.0 9.00 9.32 2 0.00 75.0 64338.09 32705.78 6690.01 0.90 26 289.00 525.0 7.8 9.27 9.79 2 0.00 75.0 66806.48 74404.52 666.80 0.90 27 298.27 525.89 "8.0 9.27 9.75 2 0.00 75.0 669C".3'8 .4497.34 6668.63 0.89 28 307.55 99.93 20.9 8.77 9.39 2 0.00 75.0 63096.25 33132.99 6567.30 0.89 29 36.32 992.9 20.9 8.77 9.39 2 0.00 75.0 62623.16 32880.14 6517.96 0.89 30 32 09 47.83 2.9 8.9 9.39 2 0.00 3.5.0 60560.14 3277.14 6360.75 0.'88 3" 33.67 967.73 2 9 8.9 9.39 2 0.00 5.0 5950.68 3192.31 625 '%.21 0 2 34226 76 26.9 9.74 "0.92 2 0.00 .0 6 9 7 30 36219.=0 6030.65 0.' 33 32.00 362.73 26.9 .02 .86 2 0.00 .0 X225.16 2000.67 5852.93 0.'7 34 39.02 29.8 3.07 3. `,9 2 0.00 .0 19'855.13 1057 66 6.1= 0.'7 35 362.09 2°.08 ?9.8 °" 9% 6 50.00 22.0 977.5.5. 256'7.61 5703.== 0.9'1 36 370.00 299."" 29.8 5.3- 6.2 6 -50.00 22.0 311.26 15629.77 5385.92 0.98 37 37.3 338,38 32,8 7.89 9.39 6 _`.,0.00 22.0 =2'812.71 21606.95 00.83 0.99 38 383 20 ?98.? 32,8 7.89 9.39 6 Th0.00 22.0 3.7550.65 1'862.67 C-232.5. 0.99 39 39.09 22. 35.8 3.9" 9.82 0.00 2.0 1 36.79 7361.89 3013.53 0.79 90 395.00 "09.88 35.8 3.36 9.9 2 0.00 3.5.0 13170.92 6516.1 3263.=3 0.89 9" 398.36 8.69 3`,.8 9.6 2 G _50.00 22.0 1O67.N 720-,03 3107.02 1.01 92 902.52 97.60 35.8 3.8" 9.69 2 0.00 75.0 12200.09 7.79.51 2650.27 0.89 93 906.33 "56.2 38.7 7.2 9.39 2 0.00 75.0 19515.88 8975.69 2148.91 0.90 99 43.66 3.07 9.39 2 0.00 35.0 113.19 5.30.9= 1525.17 0.90 95 920.98 67.93 9.7 7.29 9.77 2 0.00 75.0 028.39 1980.30 86.95 0.91 46 928.27 20."9 9".7 6.73 9.02 2 0.00 3.5.0 2523.7= 0.00 25.3,37 0.91 XArea: 2809.6" h Leng h: 36.87 Weight: 1629652.,5 LFT1 . 7.2 Dna j s -s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I consulting ?rcjec : PPG S' e • ?:A8"9 PPG V2n2ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 1 Full EQ.gmf Prccessed: 30 Jul 20.9 "0:39:53 E _A: ina-ys-s - Case ' - Fu-- Reserve -r EQ va-er-a- ?rcper�-eS ,6 ma�er-a-S, - ,Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- Un-_Wegh_ Ru "50.00 22.0 -3.00 Au_c _,aer-a-: 2 ,Y_chr-Ccu-curb 7sc_rcp-c) - Sand and Crave- Cches-cn Ph- Un-_Wegh_ Ru 0.00 3.0 "25.00 Au_c ,Y_chr-Ccu-curb 7sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 -8.0 -9.00 Au_c 2,aer-a-: 9 ,Y_chr-Ccu-curb 7sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- Un-_Wegh_ Ru 2000.00 20.0 -9.00 Au_c aver -a-: ,Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- Un-_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ,Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- Un-_Wegh_ Ru -50.00 22.0 -3.00 Au_c Ga er ?rcper -eS Ur-_ cf 62.900 Ur-_ aeg11 cf wa�er/med-um abcve ground: 62.00 '_a er-a- Prcf--es ( 5 prof --es Prcf--e: ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "90.00 392.00 "90.00 Prcf--e: 2 ,2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "63.00 392.00 "63.00 Prcf--e: 3 ,2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "60.00 392.00 "60.00 Prcf--e: 9 ,2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 5 .00 392.00 .00 Prcf--e: 5 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 37.00 392.00 37.00 Prcf--e: 6 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 0.00 "00.00 392.00 "00.00 Prcf--e: 7 ,2 pc -n s) a er-a- beneaih: 9 - S ab-e Bedrec_. 0.00 97.00 392.00 97.00 Prcf--e: 8 ,2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 392.00 "90.00 395.00 "90.00 Prcf--e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "90.00 950.00 "90.00 Prcf--e: -0 ,2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 395.00 "63.00 950.00 "63.00 Prcf--e: "" ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "60.00 950.00 "60.00 Prcf--e: -2 ,2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 395.00 55.00 950.00 _55.00 Prcf--e: -3 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "37.00 950.00 "37.00 Prcf--e: -9 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 395.00 "00.00 950.00 "00.00 Prcf--e: 5 ,2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrec�_ 392.00 97.00 950.00 97.00 S-cpe Surface ,9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ,9 pc -n= 0.00 "89.00 Fa--ure Surface "00.00 "00.00 00.00 "89.00 370.00 190.00 352.00 18.00 In ---a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R 7nersec�s: 2L: "05.00 YL: -0-.67 2R: 935.00 YR: Cen_re: , : "87.32 YC: 959.69 Radius: R: Earinguas_e Fcrce Pseudc-sJa�-c earinguas_e (se-sn±c) cceff-c-en: 0.070 Vaa b -e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs-_-ens ,a -_h -n range: XL X R R "0.00 "0.00 95.00 20 20 50 50.00 50.00 190.00 362.50 190.00 184.00 RESUI=: Y.na-yS-s - 7ase - Fu-- Reserve -r Fti B-shcp S-mp__f-el ethcd cf U.na-,s - 7,rcu-ar Fa--ure Surface Cr -ca- Fa--ure Surface Search us-ng vu -p -e C-rc-e Cenera�-cn-echniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 2.277 Ana-ys-s Summary There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces ca- ;m-n-mun Fac_cr cf Safe y: Resu- s Summary - Lewes 99 rac cr cf Sate -_y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Centre Y -Centre Radius FoS 05.00 "0.67 935.00 "90.00 "87.32 5.69 362.50 2.107 <-- Critical Surface 2 "05.00 "0.67 93.3 "90.00 87.7 5..60 362.50 2.111 3 05.00 "0.67 935.00 "90.00 "87.9 53.69 361.58 2.111 9 "05.00 "0.67 93.3 "90.00 "88.02 3.59 361.58 2.115 05.00 "0.67 935.00 "90.00 "87.86 52.68 360.66 2.115 6 "05.00 "0.67 936.05 "90.00 "88.7 5 .50 362.50 2.115 "05.00 "0.67 93.3 "90.00 "88.28 52.58 360.66 2.119 8 "05.00 "0.67 935.00 "90.00 "88.3 51.67 359.74 2.119 9 "05.00 "0.67 936.05 "90.00 "88.99 3.9 361.58 2.119 0 "05.00 "0.67 936.58 "90.00 "88.59 0 362.50 2.121 09.97 "0".99 935.00 "90.00 "87.07 6 362.50 2.121 2 "05.00 "0.67 93.3 "90.00 "88.55 51.57 359.7 2.123 3 05.00 "0.67 935.00 "90.00 "88.90 50.67 35.8.83 2.123 9 "05.00 "0.67 936.0`' 90.00 88.70 52.8 360.66 2.123 09.97 "0".99 93.3 "90.00 87.99 5.6 3.62.50 2.12= 6 "05.00 "0.67 936.`'8 "90.00 88.86 .39 361. 5.8 2.12= 09.97 "0".99 935.00 "90.00 87.9 361.58 2.125 "8 05.00 "0.67 93.3 "90.00 "88.82 50.57 35.8.83 2.126 9 "05.00 "0.67 937."" "90.00 89.0 5.3.0 362.50 2.126 20 "05.00 "0.67 935.00 "90.00 "88.67 9.66 357.91 2.127 %" 05.00 "0.67 936.0`' "90.00 88.97 51.7 359.7 2.127 22 "09.97 "0".99 93.3 "90.00 "87.76 361.58 2.128 23 "09.97 "0".99 936.0`' 90.00 87.9" .26 362.50 2.128 29 "09.97 "0".99 93`'.00 90.00 "87.6" -52.== 360.66 2.128 25 "05.00 "0.67 936.58 "90.00 "89.2 52.8 360.66 2.130 26 "05.00 "0.67 935.00 "90.00 "88.99 8.65 356.99 2.131 27 "05.00 "0.67 93.3 "90.00 "89.09 49.56 357.91 2.132 2Y "09.97 "0".99 93.3 90.00 88.03 -52.3= 360.66 2.132 29 "09.97 "0".99 936.05 "90.00 "88.8 53.25 361.58 2.132 30 "09.97 "0".99 935.,.00 "90.00 87,88 51.3 359.7= 2.132 3" 05.00 "0.67 937,.. 00.00 89.28 53.29 361.58 2.133 2 "05.00 "0.67 936.05 "90.00 "89.29 50.6 35.883 2.134 33 09.97 "0".99 936.`'8 90.00 88. 5.16 362.50 2.13= 39 "03.95 "0".32 935.00 90.00 86.82 5..22 362.50 2.134 35 05.00 "0.67 938.6 "90.00 89.85 5. .10 362.50 2.133 5 36 "0.00 "0 . .67 936.05 "90.00 "89.9.=5 7.91 2.135 37 "05.00 "0.67 937.63 "90.00 89.93 .20 362.50 2.135 38 "05.00 "0.67 937.63 "90.00 "89.69 53.19 361.58 2.136 39 "09.97 "0".99 93.3 "90.00 "88.30 51.33 359.74 2.136 90 "09.97 "0".99 935.00 "90.00 "88.5 50.3 35.8.83 2.136 9" "05.00 "0.67 936.58 "90.00 "89.39 51.37 359.74 2.136 92 "05.00 "0.67 936.58 "90.00 "89.66 50.36 35.8.83 2.136 93 "05.00 "0.67 935.00 "90.00 "89.2" 64 356.07 2.137 99 "09.97 "0".99 936.05 90.00 88.95 52.2= 360.66 2.137 95 "03.95 "0".32 43.3 "90.00 87.29 5.12 362.50 2.138 96 05.00 "0.67 437. 90.00 "89.8" 51.27 359.7 2.13'8 97 "05.00 "0.67 93.3 "90.00 "89.36 356.99 2.138 98 "05.00 "0.67 93.3 "90.00 "89.63 356.07 2.138 99 "03.95 "0".32 935.00 "90.00 "87.08 53.21 361.58 2.138 50 "05.00 "0.67 935.00 "90.00 "89.99 46.62 355.15 2.138 05.00 "0.67 938.6 "90.00 "90."" 53.09 361.58 2.139 2 "05.00 "0.67 937."" "90.00 "89.59 52.28 360.66 2.139 53 05.00 "0.67 936.05 "90.00 "89.78 356.99 2.139 59 "05.00 "0.67 937.63 "90.00 "89.96 52.18 360.66 2.140 09.97 "0".99 936.58 "90.00 "88.60 ,3.15 361.58 2.140 56 "05.00 "0.67 936.`'8 "90.00 "89.93 !9.35 7.91 2.1=0 "05.00 "0.67 938.68 "90.00 "90.26 5. 00 362.50 2.11 8 09.97 "0".99 935,.00 "90.00 88.92 9.=2 357.91 2.11 9 "03.95 "0".32 93.3 "90.00 87.5" 53.11 361.58 2.11 60 "03.95 "0".32 936.05 "90.00 "87.66 5. 02 362.50 2.11 6" "05.00 "0.67 937."" "90.00 "90.08 50.26 5.8.83 2.142 62 "03.95 K.32 93`'.00 90.00 87.35 -52.20 360.66 2.1=2 63 "05.00 "0.67 93.3 90.00 89.90 6.52 355.15 2.142 69 "09.97 "0".99 93.3 90.00 88.5,7 50.32 35.8.83 2.1=2 65 "05.00 "0.67 935.00 "90.00 89.76 5.61 35.23 2.142 66 "05.00 "0.67 938.6 "90.00 "90.38 52.08 360.66 2.13 67 "09.97 "0".99 937 90.00 88.7 5..06 362.50 2.13 68 "05.00 "0.67 936.05 90.00 90.05 -, - 356.07 2.13 69 "09.97 "0".99 937 90.00 "89.02 -.3.05. 361. 5.8 2.1=3 70 "05.00 "0.67 937.63 "90.00 "09.97 "0".99 936.05 "90.00 72 "09.97 "0".99 936.05 "90.00 73 "05.00 "0.67 936.58 "90.00 79 "0'9.97 "0'".99 927.62 "90'.00 "09.97 "0".99 936.58 "90.00 76 05.00 0.67 938.68 90.00 "05.00 "0.67 43.3 "90.00 78 "05.00 "0.67 437. 90.00 79 "03.95 "0".32 935.00 "90.00 80 "05.00 "0.67 935.00 "90.00 8" "09.97 "0".99 936.58 "90.00 82 "05.00 "0.67 938.6 "90.00 83 "03.95 "0".32 93.3 "90.00 89 "0'9.97 "0'".99 937 90'.00 85 "05.00 "0.67 936.05 "90.00 86 "05.00 "0.67 935.00 "90.00 87 "09.97 "0'".99 938.6 "90.00 88 "09.97 "0".99 93.3 "90.00 89 "05.00 "0.67 93.3 "90.00 90 "09.97 "0".99 935.00 "90.00 9" "05.00 0.67 931.63 "90.00 92 "09.97 0".99 935.00 "90.00 93 " 2.95 " K.32 936.05 " 90.00 99 "05.00 "0.67 937.63 "90.00 95 "09.97 "0".99 936.05 "90.00 96 " 2.92 " 0 9 935.00 " 90.00 97 "05.00 "0.67 439.2 90.00 98 "05.00 "0.67 936.05 "90.00 99 "09.97 "0".99 93.3 "90.00 Cr'-ca_ a-_ure Surface ;c-rc-e 90.23 88,7'2 88,44 90.20 89 89.4 90.3 90.7 90.35 87.63 90.03 88,87 90.65 87,78 8820 90.32 90.89 89.59 89. 90.72 88.69 90.50 88.96 87.93 85.26 86.56 90.68 90.86 88,89 1.56 -58.86 =8.30 _8.1 =50.16 7.39 =53.01 .12 9.21 53.98 =53.89 9.81 Inersec�s: 2L: "05.00 YL: "0.67 2R: 935.00 YR: Cen_re: YC"87.32 YC: 959.69 Rad-us: R: 2enera�ed fa--ure surface: ;20 pc-n_s 05.00 "0.67 "2.33 97.89 "9.89 95.06 97.88 92.35 16.58 92.28 ?.9 o5 ., 290.07 07.06 307,88 2.83 ?37 9.51 375,.99 49.82 39.8 "59.95 906.34 "6 .'87 1±ce Cecme=y and Prcper-es - Cr' ' ca- Fa--ure Surface ;c-rc-e ", -- slices) 859.71 1.59 7. 3.58.83 56.99 362.50 i 59.71 361.58 .23 .91 59.7- 32 360.66 3.59,7= 360.66 360.66 15 50.56 362.50 356.99 3.52 356.99 3.58.83 6.07 3.61.58 356.07 57.91 362.50 362.50 32 57.91 190.00 362.50 2.13 2.1 2.1 2.1 2.1=5 2.115 2.115 2.16 2.16 2.16 2.16 2.16 2.16 2.1, 2.1, 2.1, 2.17 2.1 2.1, 2.17 2.1 2.17 2.1 2.1 2.1 2.1 2.1 2.1 2.1 2.11 60,=7 93.19 x.68 98.32 .2.9 127.0'8 021.01 177.5. 179.16 271.99 359.19 35.00 92.29 102.22 135,58 190.00 S_ -S Base Pcre;ater Normal Test 'r; Let Area F.ng-e W±dh LengTAh '_a - 5ches"cn Phi Weight Force Stress Factor 05.00 "7.63 -".6 8.09 8.26 2 0.00 35.0 2204.29 283.50 5336.17 1.10 2 ""3.09 3.09 -.6 "0.25 "0.96 3 "00.00 18.0 9302.94 5550.19 5795.82 1.05 3 2.33 65.69 -8.7 8" .87 3 "00.00 18.0 82.5.1 31731.7 6175.03 1.04 9 "29.9 90.52 -8.7 6.35 6.92 9 2000.00 20.0 11668.65 35060.98 6582.00 1.04 35,.99 0 -Y 6.3 6.92 9 2000.00 20.0 1216.5. 3.59.70 6'856.92 1.N 6 9.89 "99.7" 9 3" 9.36 9 2000.00 20.0 2.13.92 52219.70 7095.77 1.02 22.32 9.3" 9.36 9 2000.00 20.0 299'.89 52765.7 726.56 1.02 60.97 268. 2.Y 9 35 9.36 9 2000.00 20.0 .96 53170.3.0 7655.22 1.01 69.82 302.9 -2.8 9.35 9.36 9 2000.00 20.0 04 6 7916.02 1.01 0 79.6 333.65 0.2 9.36 9.36 9 2000.00 20.0 2 8072.07 1.00 88.? 362.56 0.2 9.36 9.36 9 2000.00 20.0 667.0? 39.36 8262.90 1.00 97.88 970.3 3." 6.56 6.57 9 9000.00 20.0 . 9.85. 3.786.88 8328.83 0.99 209.99 282.0 3." 6.56 6.57 9 2000.00 20.0 36008.12 37339.03 813.78 0.99 9 2.00 299.28 3." 5.58 5.58 9 2000.00 20.0 31796.07 31633.20 897.89 0.99 26.58 933.0 6." 9.3" 9.36 9 2000.00 20.0 55239.6 52638.94 8500.62 0.99 6 22.88 952.70 6." 9.3" 9.36 9 2000.00 20.0 5771.76 52057.19 8570.57 0.99 235.9 5"7.05 9." "0.22 "0.35 9 2000.00 20.0 6585.05 56721.6 8530.26 0.99 295.9" 93.30 9." 8.26 8.37 3 "00.00 18.0 5088.2 8680.59 0.99 9 23.68 9% 25 2.0 .89 8.07 3 "00,00 1'8.0 0'3.36 271.93 8622.9= 0.99 20 26.57 "85.58 "2.0 3.93 3.5" 2 0.00 35.0 2 ,.,6.23 18316.1 877.00 0.95 2" 265.00 382.0" "2.0 6.99 7.4 2 0.00 35.0 8505.34 36777.28 87.60 0.95 22 27.99 993.80 5.0 8.0" 8.30 2 0.00 35.0 5630.81 41785.8 8318.52 0.95 23 280.00 503.38 5.0 9.00 9.32 2 0.00 35.0 63975.02 5597.38 8216.79 0.95 29 289.00 53.70 7.6 9.99 9.90 2 0.00 35.0 67652.28 46815.3 8031.05 0.95 25 298.99 532.55 !.9 9.99 9.92 2 0.00 3.5.0 67757.86 5009.50 7839.06 0.95 26 307,88 99.87 20'.9 8.79 9.36 2 0.00 3.5.0 62585.59 059.17 7573..61 0.95 25 36.62 988. 20.9 8.79 9.36 2 0.00 .0 62120 3.863.5. 1.60 0.95 2Y 32 35 972.06 2.9 8.5,6 936 2 0.00 .0 600'86.56 36562.21 7025.95 0.95 29 333.93 969.08 2.9 8.56 9.36 2 0.00 35.0 59087.96 3 350.78 r738.73 0.95 30 392.99 03.5,9 26.8 9 "0'.66 2 0.00 3.5.0 617 36267 6. 6.- 0.96 32.00 370.29 26.8 9 8.06 2 0.00 3.5.0 7192.05 2528".86 6069.70 0.96 2 359.9 "30.6 29.8 2.7 2.97 2 0.00 35..0 1659.51 883.94 5892.31 0.97 33 36 905.72 29.8 8.23 9.94 6 50.00 22.0 516 .53 2629.8 89.51 1.N 39 370.00 259.7 29.8 5.99 6.27 6 "50.00 22.0 32252.09 15925.50 5558.11 1.04 375.99 33.79 87 9.36 6 50.00 22.0 269.81 2102.53 5012.5= 1.06 36 383.3" %9.88 32 .87 9.36 6 50.00 22.0 3.728.71 185..79 51 1.06 37 39.8 %8.99 35 3.86 9.70 0.00 -5.0 1 1 .1'8 811.35 3.20'1.9= 0'.92 38 395.00 "00.3 35.7 3.2" 3.96 2 0.00 3.5.0 12573..73 6211.97 360.79 0.99 39 398,2 8.99 5,7 9.8 5.4 6 50.00 22.0 1911.07 7218.08 326.08 1.08 90 902.39 "02.2" 35.7 9.00 9.92 2 0.00 3.5.0 12776.37 6010.3 281.82 0.99 9" 906.39 59.98 38.7 7. 9.36 2 0.00 35..0 19372.12 879.79 2293.07 1.01 92 93.70 ""2.29 38.7 7.3" 9.36 2 0.00 35.0 1 030.13 56.77 1639.06 1.01 93 92.0" 66.79 9.6 7.29 9.69 2 0.00 3.5.0 832.06 19.02 935.23 1.03 44 928.25 20.26 9".6 6.75 9.03 2 0.00 35.0 2532.62 0.00 289.53 1.03 XArea: "2702.72 h Leng h: 3`,`,.GY Xeight: 161522,.00 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: Jr & I consulting ?rcjec : D?C S' e 7' • ?:A8""9 D?C -n-ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 2 RD+150 EQ.gmf Prccessed: 0`, Aug 2C:9 ":"":95 Dna-ys-s " - Case 2 - Rap -d Draw Dcwn EQ "50f Se_bac_. va-er-a- ?rcper�-eS ;7 ma�er-a-Si " ;Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c _,aer-a-: 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrLf[egh Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2,a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S - Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- ?rcf--es ("5 prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "80.00 350.00 "80.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "66.00 350.00 "66.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "65.00 350.00 "65.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "38.00 350.00 "38.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "33.00 350.00 "33.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 350.00 "00.00 Prcf--e: 7 ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 350.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 350.00 "80.00 353.00 "80.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 353.00 "80.00 525.00 "80.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 353.00 "66.00 525.00 "66.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 353.00 "65.00 525.00 "65.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 353.00 "38.00 525.00 "38.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 353.00 "33.00 525.00 "33.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 353.00 "00.00 525.00 "00.00 Prcf--e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 350.00 97.00 525.00 97.00 S-cpe Surface ;6 pc -n= 0.00 525.00 "00.00 "80.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 325.00 180.00 307.00 174.00 In -a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "nersec�s: 2L: "05.00 YL: "0.78 2R: 975.00 YR: Cen_re: "88.70 YC: 620.06 Radius: R: Earinguas_e Fcrce Pseudc-s_a_-c ear_hguas_e (se-sn±c) cceff-c-ens: 0.070 =05.00 180.00 525.00 .00 180.00 525.00 500.00 170.00 Varrab-e Res_ra-nos Parame�er descr_p_cr: Range 5.f var_a _5.n: Ir_a_ pcs-__cns range: XL X R R "0.00 25.00 50.00 20 20 50 REST : D.na_ys_s - 2se 2 - Rap_I Draw Down FQ Of Se_bac_. B_shcp 2mp__2ed ` s2cd 5.f D.na-ys_s - :_rcu2r Fa__ure Surface Crca_ 7a__ure Surface Search us_ng Y_u_-_p_e C_rc_e Cenera�_cn "echniques In _a- 2_-ure surface apprcz;_ma__cn - Faccr 5.f Sate -_y: Ana_ys_s Summary There were: 2000" successfu_ ana_yses frcm a 5.f 2000" _rra_ failure surfaces 2 2 ca_ ;m_n_mum; Fac7cr 5.f Sate -_y: ". 2 Resu_ s Summary - Lcwes 99 7ac7cr 5.f 2 fe y c_rc_es C_rc_e Y -Let Y -Let 4-R_ghY-R_ghX-Centre Y -Centre Radius FoS 05.00 "0.78 975.00 "80.00 "88.70 620.06 525.00 1.20 <-- Critical Surface 2 "05.00 "0.78 975.00 "80.00 "88.92 618.99 523.98 1.23 3 05.00 "0.78 975.00 "80.00 89.5, 617.92 522.96 1.25 9 "05.00 "0.78 975.00 "80.00 "89.38 616.85 521.94 1.28 05.00 "0.78 975.00 "80.00 "89.60 615.78 520.92 1.40 6 05,.00 0.78 975,.00 80.00 84,83 61.71 519.90 1.=2 "09.97 "0.59 975.00 "80.00 88.36 619.85 525.00 1.2 8 "05.00 "0.78 975.00 "80.00 "90.06 613.64 518.88 1.2 9 "09.97 "0.59 975.00 "80.00 "88.59 618.77 523.98 1.2 0 "05.00 "0.78 975.00 "80.00 "90.28 612.56 517.86 1.447 09.97 "0.59 975.00 "80.00 "88.82 617.70 522.96 1.44, ; "05.00 0.78 476.32 79.97 "90.90 619.79 525.00 1.= 2 09.97 "0.59 975.00 80.00 "89.09 616.63 521.94 1.20 9 "05.00 "0.78 975.00 "80.00 "90.5" 611.2 516.84 1.20 05.00 0.78 476.32 79.97 "40.62 61'8.71 523.98 1.50 6 "09.97 0.59 975.00 80.00 89.27 615.56 520.92 1.52 05.00 "0.78 975.00 "80.00 "90.79 610.2 515.82 1.22 "8 05.00 0.78 976.32 79.97 90.89 617.6= 522.96 1.5.3 4 "09.97 "0.54 975.00 "80.00 89.50 61.9 519.90 1.5 20 "05.00 "0.78 975.00 "80.00 "90.96 609.35 2.80 1.24 2" "03.95 "0.90 975.00 "80.00 "88.03 619.63 525.00 1.25 22 "09.97 "0.59 975.00 "80.00 "89.72 613.C2 518.88 1.27 23 "05.00 "0.78 975.00 "80.00 "9"."9 608.27 513.70 1.27 29 "03.95 "0.90 975.00 "80.00 "88.25 618.56 523.98 1.27 %5 "05.00 c'. 78 976.32 79.97 9.07 616.57 521.9= 1.59 26 "09.97 "09 975.00 _80.00 "89.45 612.3= 517.86 1.59 7 03.95 "0.90 975,.00 80.00 88.98 617.9 522.96 1.59 28 "05.00 "0.78 975.00 "80.00 9.92 607.20 512.76 1.29 24 "09.97 0.59 976.32 79.97 90.06 619.57 525.00 1.60 30 "09.97 "0.59 975.00 80.00 90.8 611.27 516.84 1.61 3" 05.00 0.78 976.32 79.97 9.29 615.50 520.92 1.61 2 "03.95 "0.90 975,.00 80.00 88.7 616.2 521.9= 1.62 33 09.97 "0.59 975.00 "80.00 "90.90 610.20 515.82 1.64 39 "03.95 "0.90 975.00 "80.00 "88.99 615.3 520.92 1.64 3` 05.00 0.78 476.32 79.97 4" 52 61.3 519.90 1.6= 36 "05.00 "0.78 975.00 80.00 9.69 606.12 511.73 1.65 37 "09.97 0.59 976.32 79.97 90.28 61'8.50 52.9'8 1.66 38 "03.45 "0.90 975.00 80.00 89.6 61.27 519.90 1.66 39 "09.97 "0.59 975.00 80.00 90.63 609.13 2.80 1.66 90 "03.92 "0.22 975.00 "80.00 "87.69 619.2 525.00 1.67 9" "05.00 0.78 976.32 79.97 9.74 613,38 51'8.'f-, 1.67 92 "03.95 "0.90 975.00 80.00 89.39 613.20 518.88 1.68 93 "09.97 0.59 976.32 79.97 90.5" 617.=2 522.96 1.69 99 "03.92 "0.22 975,.00 "80.00 82.92 61'1.3= 52.9'0 1.69 95 "05.00 "0.78 975.00 "80.00 9.87 605.05 510.71 1.69 96 05.00 0.78 976.32 79.97 "e" g7 6122 51786 1.70 97 "03.95 "0.90 975.00 80.00 "89.62 612.13 517.'86 1.71 48 03.42 0.22 975.00 80.00 88.5, 617.27 522.96 1.71 99 "09.97 0.54 476.32 "79.97 90.73 616.85 5.21.9= 1.71 50 "05.00 0.78 477.63 78.95 "92.09 619.50 25.00 1.72 09.97 "0.59 975.00 "80.00 "90.86 608.05 513.78 1.73 2 "05.00 "0.78 975.00 "80.00 "92.0 603.97 509.69 1.73 2 03.92 "0.22 975.00 "80.00 "88.37 616.20 521.99 1.,8 59 05.00 0.78 976.32 79.97 92 4 611.21 516.'8= 1.7r 03.45 "0.90 975,.00 80.00 89.89 611.05. 516.'0= 1.7 56 "09.97 0.59 476.32 79.97 90.96 615.28 520.92 1.7= 05.00 0.78 97.63 78.9 42 3" 61'8.2 523.98 1.7= 8 "03.92 "0.22 975.00 80.00 88.60 615.12 520.92 1.76 9 "03.45 "0.90 976.32 79.97 89.72 619.35. 52.00 1.76 60 "09.97 0.59 975.00 80.00 "4.04 606.98 512.76 1.„ 6" "05.00 "0.78 975.00 80.00 92.33 602.90 508.67 1.77 62 "09.97 0.59 476.32 79.97 "4"."8 61.21 519.90 1.„ 63 "05.00 0.78 476.32 79.97 92.92 610.13 515.82 1.78 69 "05.00 "0.78 975.00 80.00 "92 `` 601.82 507.65 1.78 65 "03.92 "0".22 975.00 "80.00 "88.83 614.05 519.90 1.478 66 "03.95 "0".90 67 "02.89 "0".03 68 "05.00 "0".78 69 "02.89 "0".03 70 "05.00 "0".78 "03.95 "0".90 72 "09.97 "0".59 73 "09.97 "0".59 79 "09.97 _0".59 "03.95 "0".90 76 "03.92 "0".22 77 "05.00 _0".78 78 '_05.00 '_0'_.78 79 '05.00 "0".78 80 "05.00 "0".78 8" "05.00 "0".78 82 "05.00 "0".78 83 "02.89 "0".03 89 "09.97 "0".59 85 '_03.95, '_0'_.40 86 "05.00 "0".78 87 " 09 .97 '_0'_.59 88 '09.97 0".`9 89 "03.95 "0".90 90 "09.97 "0".59 9" "09.97 "0".59 92 "05.00 "0".78 93 "09.97 "0".59 99 "02.89 "0".03 95 "09.97 "0',59 96 "05.00 -0".78 97 "05.00 -0".78 98 "05.00 _0".78 99 '05.00 _0".78 9r -7 -ca_ a-_ure Surface ;c-rc-e 976.32 79.97 89.95 618.28 523.9 975.00 "80.00 -87.36 619.19 525.00 477.63 _78 95, 92 ',"i 617.36 522.96 97`.00 80,00 X7.'.,9 61'8.12 523.98 975.00 "80.00 "92.78 600.75 506.63 975.00 "80.00 "90.07 609.98 515.82 975.00 "80.00 "9".3" 605.90 511.73 975.00 "80.00 "9".59 60.83 510.71 976.32 °.97 9".9" 613,13 518.88 976.32 79.97 '_90.'_7 617.21 522.96 975.00 "80.00 "89.06 612.98 518.88 976.32 _79.97 "92.69 609.06 51.80 976.32 79.97 _92.82 607.98 513..78 97`.00 "80.00 93.96 597.52 50.57 975.00 "80.00 -93.29 598.60 5.N.59 477.63 78 °` 92.76 616.29 521.9= 975.00 "80.00 -93.0" 599.67 505.61 975.00 "80.00 "87.8" 617.05 522.96 975.00 "80.00 9 603.75 509.69 975.00 "80.00 "90.30 608.91 51.80 976.32 _79.97 "93.09 606.91 512.76 976.32 79.97 "9".63 612.06 517.86 975.00 "80.00 -92.95 600.53 506.63 976.32 -79.97 "90.90 616.13 521.9= 976.32 79.97 "9".86 610.99 516.'8= 975.00 -80.00 -92.22 601.60 507.65 477.63 78 °` 93.20 61.1= 519.90 97`.00 -80.00 '_9'_.99 602.68 508.67 975.00 "80.00 -88.09 615.98 521.94 477.63 _78 °` 9 . 619.29 525.00 477.63 78.95 9200 615.21 520.92 976.32 _79.97 93.77 603.6'8 509.69 976.32 79.97 93`9 6076 510.71 976.32 _79.97 "93.32 605.83 511., Inersec7s: 2L: "05.00 YL: "0.78 Cen_re: YC"88.70 YC: 620.06 2enera7ed fa--ure surface: ;20 pc-n_S 05.00 "0.78 "25.6 98.92 206.95 95.36 226.78 96.95 307.23 08.62 3%6.97 2.60 903.57 4 0` 42.98 "99.79 XR: 97.00 YR: Ral_us: R: 96.85 297.0`., 98.32 396.50 9 3 990.09 -79.18 _±ce Cecmery and ?rcper7-es - Cr' 'ca Fa--ure Surface (c-rc-e ", -8 slices) 180.00 525.00 165.73 365.80 .72 1._78, 1._78, 1.09 1.81 1.81 1.81 1.81 1.81 1.'82 1.'82 1.'82 1.82 1.82 1.82 1.'83 1.'83 1.83 1.'83 1.86 1.86 1.86 1.86 1.86 1.86 1.87 1.87 1.87 1.87 1.87 1.87 1.88 95.57 100.97 125.x= 169.23 186.09 95.07 287.31 133.09 5.00 180.00 S_ -S Base Pcre;ater Normal Test 'r;-Let7 Area Fng-e W±dil Lengih '_a7- Tches-cn Phi Weight Force Stress Factor 05.00 9.79 8." 6.28 6.39 2 0.00 3.5.0 1223.7= 623.21 203.27 1.09 2 ".28 29.37 8." 6.28 6.39 2 0.00 X5.0 3671.20 1861.97 608.60 1.09 6.87 7.6" 7.68 3 "00.00 18.0 7799.62 3919.15 1055.12 1.0= 9 "25.6 ""9.90 -5.8 9.90 9.95 3 "00.00 18.0 153.28 7209.80 1576.39 1.03 39.56 "59.83 -5.8 9.90 9.95 3 "00.00 18.0 19732.11 9756.29 2137.5 1.03 6 "93.95 228.32 -.9 "0.89 "0.92 9 2000.00 20.0 29133.05 135.73 2802.75 1.02 59.89 277.99 -.6 "0.89 "0.9" 9 2000.00 20.0 3561.75 1760.71 3380.57 1.02 8 "6.73 302.67 ".9 "0.8 "0.8 9 2000.00 20.0 .40 18978.85 5.. 3.0 1.01 9 7t 9 392.02 ".9 "0.8 "0.8 9 2000.00 20.0 21147.51 1.01 0 "86.04 296.69 0.8 6.72 6.72 9 2000.00 20.0 31060.12 1567,32 60.20 1.00 92.8" 265.89 0.8 6.82 6.82 9 2000.00 20.0 3710.68 16669.33 927.30 1.00 2 "99.63 28.69 0.8 6.82 6.82 9 2000.00 20.0 35599.02 1766.29 520.6 1.00 206.95 997.5" 3.0 "0.7 "0.8 9 2000.00 20.0 5639.27 28100.87 5449.95 0.99 9 26.6" 978.75 3.0 "0.7 "0.8 9 2000.00 20.0 60211.13 30065.5 582.19 0.99 226.78 296.66 c.3 6.00 6.03 9 2000.00 20.0 37247.69 1868.79 6022.98 0.98 6 232.78 365.00 7.4 _'7 00.00 18.0 5.751.74 22990.62 6355.56 0.98 239.92 378.4 7.4 3 "00.00 18.0 0352.61 23°37.02 6.78.55 0.98 297.0`., 399.97 7. 6.90 6.95 3 "00.00 1'8.0 3.71.99 221=2.'87 670.'89 0.9'8 9 23.95 39.9 6.90 6.95 3 "00.00 18.0 775.. 58 22725.25 6905.19 0.98 20 259.85 925.98 7.39 7.95 2 0.00 X5.0 5 062.96 26957.08 69°5.76 0.95 2" 267.29 96.09 9.7 7.79 7.90 2 0.00 35.0 29350.23 7111.97 0.94 22 275.03 972.22 9.7 7.79 7.90 2 0.00 35.0 58832.24 30065.39 7285.3.9 0.94 23 282.8" "73.3" 9.7 2.8" 2.85 2 0.00 X5.0 21586.44 11035.29 7401.11 0.94 29 285.62 "09.38 9.7 ".68 2 0.00 X5.0 12997.56 666.7 78.86 0.94 25 287.3" 626.58 ".9 9.96 "0.8 2 0.00 X5.0 78023.67 40198.83 790.12 0.93 26 297.27 690.88 ".9 9.96 "0.8 2 0.00 X5.0 79811.16 41123.09 7662.35 0.93 27 307 23 8?.?? "9.2 8.89 9.6 2 0.00' .0 72511.10 367=7.99 ,703 0.92 2Y 3"G."" `90.38 "9.2 8.89 96 2 0.00 3.5.0 73530.66 3566.11 7790.=6 0.92 29 325.00 -3.28 "9.2 ".97 2.03 2 0.00 X5.0 16 .50.0 7687.77 7804.7 0.92 0 326.97 639.5" 6.9 9.77 "0.8 2 0.00 X5.0 79020.9 7.7.15 7.50 0.91 336.79 606.97 "6.9 97 "0.8 2 0.00' 5.0 515.22 35633.28 7122.23 0.91 2 396.50 20.09 "8.6 3.0 3.69 2 0.00 X5.0 2619.56 12447.55 6,897.83 0.91 33 350.00 "76.93 "8.6 3.00 3.7 0.00 15.0 1962.25 10463.97 5881.11 0.85 9 33.00 367.33 "8.6 6.90 6.75 2 0.00 X5.0 5.72.14 21656.78 687.10 0.91 35 39.90 33.9 "8.6 6.90 6.75 2 0.00 3.5.0 000.65 2078. 97 6336.90 0.91 6 365.80 993."" 20.8 9.92 "0.07 2 0.00 X5.0 61355.91 2919.19 5947.62 0.90 7 37.22 99.39 20.8 9.92 "0.07 2 0.00 3.5.0 5710.78 26897.91 5.14 0.90 8 389.63 52.95 23.0 2.79 6 50.00 16.0 6.287 30731.99 235.17 1.00 9 396.90 289.88 23.0 7.6 7.78 2 0.00 3.5.0 36,19" 1673.56 3.95 0.90 90 903.57 338.60 2.3 9.2" "0.8 2 0.00 X5.0 42278.47 19552.81 4090.81 0.90 4" 9"2.77 298.59 25.3 9.2" "0."8 2 0.00 3.5.0 37277.53 16792.16 3598.67 0.90 92 92".98 252.06 27.5 9.03 "0."8 03 431.01 209.62 T7.F, 9.03 10.18 99 990.C9 "20.18 29.7 10.27 11.83 95 450.31 25.41 29. 2.02 96 952.06 70.09 29 5.66 6.52 97 908.72 69."7 3".9 7.65 9.02 98 965.37 28.88 K.9 9.63 11.34 Area: '978`,.89 Path Length: 386,8`, 0.00 35.0 3162.00 13919.21 32..07 0.90 0.00 35.0 26157.09 10933.87 2526..8 0.90 0.00 35.0 22971.7 8805.22 1910.50 0.90 50.00 16.0 3171.3.7 1070 0 1660.67 1.03 0.00 3.5.0 8761.2 2596.22 1296.98 0.90 0.00 35.0 8020.76 132.02 837.81 0.90 0.00 35.0 3609.60 0.00 287.30 0.90 Weight: 18.O 90.62 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: Jr & I consulting ?rcjec : D?C S' e 7' • ?:A8""9 D?C -n-ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 2 Full+150 EQ.gmf Prccessed: 0`, Aug 209 +:+:0 Dna-ys-s " - Case 2 - Fu-- Reserve -r EQ "50f Se_bac_. va-er-a- ?rcper�-eS ;7 ma�er-a-Si " ;Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c _,aer-a-: 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrLf[egh Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2,a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S - Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- ?ref- -es ("5 prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "80.00 350.00 "80.00 Prcf--e: 2 ;2 pc -n s; :_a er-a- beneaih: 6 - C -ay 0.00 "66.00 350.00 "66.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "65.00 350.00 "65.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "38.00 350.00 "38.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "33.00 350.00 "33.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 350.00 "00.00 Prcf--e: 7 ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 350.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 350.00 "80.00 353.00 "80.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 353.00 "80.00 525.00 "80.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 353.00 "66.00 525.00 "66.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 353.00 "65.00 525.00 "65.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 353.00 "38.00 525.00 "38.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 353.00 "33.00 525.00 "33.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 353.00 "00.00 525.00 "00.00 Prcf--e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 350.00 97.00 525.00 97.00 S-cpe Surface ;6 pc -n= 0.00 525.00 "00.00 "80.00 Phrea�-c Surface ;9 pc -n= 0.00 "79.00 Fa--ure Surface "00.00 "00.00 00 "79.00 325.00 180.00 307.00 174.00 In -a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "nersec�s: 2L: "05.00 YL: "0.78 2R: 975.00 YR: Cen_re: "88.70 YC: 620.06 Radius: R: Earinguas_e Fcrce Pseudc-s_a_-c ear_hguas_e (se-sn±c) cceff-c-en: 0.070 =05.00 180.00 525.00 .00 180.00 525.00 500.00 170.00 Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a- pcs -cns ,a -_2n range: XL X R R 0.00 25.00 50.00 20 20 50 RESUL: Ana"ys-s - lase 2 - Fu-- Reserve -r Fti "`Of Se_bac_. B-shcp 2mp__2ed ` e2cd cf Ana"ys-s - C rcu2r Fa-"ure Surface Cr -ca- Fa--ure Surface Search us2g vu -p -e C-rc-e Cenera-cn "echniques In a to ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 2.9 Ana"ys-s Summary There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca" ;m-2mum; Fac cr cf Sate -_y: 2.22 Resu" s Summary - Lewes 99 rac cr cf 2 fe y c-rc"es C-rc-e Y-LefY-Let 9-R-ghY-R-ghX -Cenre Y -Centre Radius FoS 05.00 "0.78 975.00 "80.00 "88.70 620.06 525.00 2.218 <-- Critical Surface 2 "05.00 "0.78 975.00 "80.00 "88.92 618.99 523.98 2.222 3 05.00 "0.78 975.00 "80.00 89.5, 617.92 522.96 2.226 9 "05.00 "0.78 975.00 "80.00 "89.38 616.85 521.9 2.229 05.00 "0.78 975.00 "80.00 "89.60 615.78 520.92 2.233 6 "05.00 "0.78 975.00 "80.00 "89.83 61.71 519.90 2.236 "09.97 "0.59 975.00 "80.00 "88.36 619.85 525.00 2.237 8 "05.00 "0.78 975.00 "80.00 "90.06 613.6 518.88 2.20 9 "09.97 "0.59 975.00 "80.00 "88.59 618.77 523.98 2.21 0 0`,.00 0.78 476.32 79.97 "90.90 619.79 525.00 2.2=2 05.00 "0.78 975.00 80.00 "90.28 612.56 517.86 2.2 % 09.97 059 975.00 80.00 88.82 617.70 522.96 2.2 3 05.00 0.8 476.32 "70.97 "90.62 61'0.71 52.9'0 2.25. 9 "05.00 "0.78 975.00 80.00 "90.5" 611.2 516.89 2.27 "09.97 "0".59 975.00 "80.00 "89.09 616.63 521.9 2.20 6 "05.00 0.78 976.32 79.97 90.89 617.6= 522.96 2.29 05.00 "0.78 975.00 "80.00 "90.79 610.2 515.82 2.251 "8 09.97 "0.59 975.00 "80.00 "89.27 615.56 520.92 2.251 9 "05.00 "0.78 975.00 "80.00 "90.96 609.35 2.80 2.29 20 "09.97 "0.59 975.00 "80.00 "89.50 61.9 519.90 2.255 2" "03.95 "0.90 975.00 "80.00 "88.03 619.63 525.00 2.256 22 "05.00 "0.78 975.00 "80.00 "9"."9 608.27 513.70 2.258 23 "09.97 "0.59 975.00 "80.00 "89.72 613.C2 518.88 2.258 %9 0`,.00 0.78 976.32 79.97 9.07 616.57 521.9= 2.258 25 "03.95 "0".90 975.00 "80.00 "88.25 618.56 523.98 2.259 26 "09.97 K.59 476.32 79.97 "90.06 619.57 525.00 2.260 27 "05.00 "0.78 975.00 "80.00 "9.92 607.20 512.76 2.261 28 "09.97 "0.59 975.00 "80.00 "89.95 612.3 517.86 2.261 %9 0`,.00 K.78 976.32 79.97 ° j0 615.50 520.92 2.262 30 "03.95 "0".90 975.,.00 80.00 88.98 617.9 522.96 2.262 3" 09.97 "0".59 975.00 80.00 90.8 611.27 516.89 2.265 32 "03.95 "0".90 975,.00 80.00 88.7_ 616.2 521.9= 2.266 33 05,.00 0.78 976.32 79.97 9 52 61.v 519.90 2.266 39 "09.97 "0.59 975.00 "80.00 "90.90 610.20 515.82 2.268 35 03.95 "0".90 975.00 "80.00 "88.99 615.39 520.92 2.269 36 "09.97 K.59 476.32 79.97 "90,28 61'8.50 52.9'8 2.269 37 "05.00 0.78 976.32 79.47 9.74 613.35 518.88 2.270 38 "05.00 "0.78 975.00 80.00 9.69 606.12 511.73 2.270 39 "09.97 "0.59 975.00 "80.00 90.63 609.13 51.80 2.272 90 "03.95 "0.90 975.00 "80.00 "89.6 61.27 519.90 2.272 9" "09.97 059 976.32 79.97 90.`" 617.C2 522.96 2.273 42 03.42 0.2% 975.00 280.00 87.69 619.1 525.00 2.27= 93 "05.00 0.78 976.32 79.97 "9" 0 6122 6 2.27= 99 05,.00 0.78 477.63 78.9`, "92.02 619.50 525.00 2.27= 95 "05.00 "0.78 975.00 80.00 9.87 605.05 510.71 2.276 96 "03.95 "0.90 975.00 "80.00 89.39 613.20 518.88 2.276 97 "09.97 0.59 976.32 79.97 90.73 616.3 521.9= 2.277 98 03,91 0.22 475.00 80,00 87.92 61'8. - 523.9'0 2.2, 99 "05.00 0.78 977.63 78.95, 92.3 61'8.3 21.9'0 2.279 50 "03.95 "0.90 975.00 80.00 "89.62 612.13 517.86 2.279 05.00 0.78 976.32 79.97 92 9 611.21 516.'8= 2.280 03.42 022 955,.00 80'.0'0' 88. 617.27 522.96 2.2'80 09.97 0.59 476.32 79.97 90.96 615.28 520.92 2.281 59 "09.97 "0.59 975.00 80.00 "90.86 608.05 513.78 2.282 05.00 "0.78 975.00 "80.00 "92.0 603.97 509.69 2.282 56 "03.95 "0.90 975.00 "80.00 "89.89 611.05 516.89 2.283 03.42 0.22 475.00 80.00 88.37 616.20 521.9 2.28= 8 03.95 0.90 976.32 59.97 89.72 619.85 525.0'0 2.2'0= 9 05.00 K.78 477.63 78.05 92 53 617.36 522.96 2.2'05 60 "05.00 0.78 976.32 "0.97 02.92 610'.13 515.82 2.2'06 6" "09.97 0.59 476.32 "0.97 "9"."R 61.21 519.90 2.2'06 62 "03.92 "0.22 975.00 "80.00 88.60 615.12 520.92 2.287 63 "03.95 "0.90 976.32 79.97 "89.95 618.28 523.98 2.288 69 "09.97 "0.59 975.00 80.00 9.09 606.98 512.76 2.288 65 "05.00 "0".78 975.00 "80.00 "92.33 602.90 508.67 2.288 66 "05.00 "0".78 67 03.92 0 .22 68 "05.00 _0".78 69 "02.89 "0". 2 70 "05.00 _0".78 "05.00 "0".78 72 "09.97 "0".59 73 "03.95 "0".90 79 "05.00 "0".78 "09.97 "0".59 76 "03.95 "0".90 77 "09.97 "0".59 78 '02.89 "0".03 79 "05.00 "0".78 80 "05.00 "0".78 8" "03.92 "0".22 82 "05.00 "0".78 83 "05.00 "0".78 89 "05.00 "0".78 85 "05.00 "0".78 86 "09.97 "0".59 87 '09.97 _0".59 88 "02.89 "0".03 89 "09.97 '0",59 90 '_03.95, '_0'_.40 9" "09.97 '0',59 92 "05.00 _0".78 93 "05.00 "0".78 99 "05.00 "0".78 95 '_03.95, '_0'_.40 96 "09.97 '0',59 9' "05.00 "0".78 90 "09.97 "0".59 99 '09.97 '0',50 9r -ca_ a-_ure Surface ;c-rc_e 975.00 "80.00 "92.cc 601.82 975.00 "80.00 "88.83 614.05 477.63 7N 9`, 92 76 616.29 97..00 "80.00 87.36 619.19 976.32 -79.97 92.87 607.9'8 976.32 79.97 92.69 609.06 976.32 °.97 9".9" 613,13 976.32 _79.97 '_90.'_7 617.21 475.00 80.00 92 78 60'0'.75 975.00 -80.00 9".3" 605.90 975.00 "80.00 -90.07 609.98 975.00 "80.00 "9".59 604.83 975.00 "80.00 "87.59 618.12 975.00 "80.00 "93.96 597.52 975.00 "80.00 "93.29 598.60 975.00 "80.00 "89.06 612.98 975.00 "80.00 "93.0" 599.67 477.63 7N 95, '_9320 614.14 976.32 _79.97 93.09 606.91 97.63 -78.95 "92 98 615.21 97 - 62 7N o`, "9" 619.29 976.32 79.97 '_9'_6 610.99 975.00 -80.00 "87.8" 617.05 976.32 -79.97 "9".63 612.06 976.32 79.97 "90.90 616.13 975.00 -80.00 9 603.75 976.32 _79.97 92 .77 603.6' 976.32 _79.97 "92`,9 604.76 976.32 79.97 93 32 605.83 975.00 -80.00 -90.30 608.91 975.00 "80.00 "92.95 600.53 477.63 7N 9`, "93.9, 61 07 975.00 -80.00 -92.22 601.60 975.00 "80.00 "9".99 602.68 Inersec�s: 2L: "05.00 YL: "0.78 Cen_re: YC"88.70 YC: 620.06 2enera�ed fa--ure surface: ;20 pc-n:.S 05.00 "0.78 "25.6 98.92 206.95 95.36 226.78 96.95 307,%3 08.62 3%6.97 2.60 903.`7 4 0`, 42.98 "99.79 XR: 97.00 YR: Ral_us: R: 96.85 297.0`, 98.32 396.50 9 3 990.09 -59.18 - Gecm.e=y and Prcper�-es - Cr -ca- Fa--ure Surface (c-rc-e ", -7 slices) 507.65 519.90 521.9= 525.00 5.13.78 514.80 5.18.88 522.96 506.63 511.73 515.82 510.71 523.98 503.57 5-04.59 518.88 505.61 519.90 512.76 520.92 525.00 1r 81 522.96 51 86 521.9= 509.69 509.69 510.71 511.73 514.80 506.63 515.55 507.65 508.67 180.00 525.00 165.73 267.2= 365.80 .72 2.289 2.291 2.291 2.292 2.292 2.292 2.292 2.293 2.293 2.29= 2.295 2.295 2.295 2.295 2.296 2.296 2.296 2.296 2.297 2.297 2.298 2.298 2.298 2.298 2.299 2.299 2.299 2.300 2.301 2.301 2.301 2.301 2.302 2.302 95.57 100.97 125.x= 169.23 186.09 95.07 287.31 104.41 38, 133.69 5.00 180.00 S_ -S Base Pcre;ater Normal Test 'r; Let Area Fng-e W±dil Leng_h '_a-- Tches-cn Phi Weight Force Stress Factor 05.00 9.79 8." 6.28 6.39 2 0.00 3.5.0 1223.74 28738.90 4636.63 1.06 2 ".28 29.37 8." 6.28 6.39 2 0.00 X5.0 3671.20 29090.41 4896.56 1.06 6.87 8." 7.6" 7.68 3 "00.00 18.0 7799.62 -3.04 5186.39 1.03 9 "25.6 ""9.90 -5.8 9.90 9.95 3 "00.00 18.0 14534.28 - 5.3.6 5518.54 1.02 39.56 "59.83 -5.8 9.90 9.95 3 "00.00 18.0 19732.11 45101.85 5867.54 1.02 6 "93.95 228.32 -.9 "0.89 "0.92 9 2000.00 20.0 29133.05 52722.98 6274.66 1.01 59.89 277.99 -.6 "0.89 "0.9" 9 2000.00 20.0 X5461.75 53173.71 6611.23 1.01 8 "6.73 302.67 9 "0.8 "0.8 9 2000.00 20.0 38575.0 49903.61 6866.49 1.00 9 9" 392.02 ".9 "0.8 "0.8 9 2000.00 20.0 50061.12 7128.97 1.00 0 "06.04 296.69 0.8 6.72 6.72 9 2000.00 20.0 31060.02 33101.3.5 7278.31 1.00 92.8" 265.89 0.8 6.82 6.82 9 2000.00 20.0 3710.68 3517.41 7408.86 1.00 2 "99.63 28.69 0.8 6.82 6.82 9 2000.00 20.0 35599.02 753, .30 1.00 206.95 997 0 0 0.8 9 2000.00 20.0 56394.2, '0781.39 7618.73 0.99 9 26.6" 978.05 3.0 0.7 "0.8 9 2000.00 20.0 60211.13 -9437.39 7767.06 0.99 226.78 296.66 c.3 6.00 6.03 9 2000.00 20.0 .7247.69 29068.99 7814.77 0.99 6 232.78 365.00 7.4 _'7 00.00 18.0 ,5751.7, 4284.66 7956.98 0.99 239.92 378.4 7.4 3 "00.00 18.0 0352.61 33990.36 8021.57 0.99 297.0`, 399.97 6.90 6.95 3 "00.00 1'8.0 - 714.99 30313, 04.'8 0.99 9 23.95 39.9 6.90 6.95 3 "00.00 18.0 775.5.8 2997-.65 8066.80 0.99 20 259.85 925.98 7.39 7.95 2 0.00 X5.0 5302.96 34179.64 8029.14 0.97 2" 267.29 96.09 9.7 7.79 7.90 2 0.00 35.0 - 35670.96 8008.10 0.96 22 275.03 972.22 9.7 7.79 7.90 2 0.00 X5.0 58832.2, 35013.94 8010.17 0.96 23 282.8" "73.3" 9.7 2.8" 2.85 2 0.00 X5.0 21586.44 12485.36 8009.20 0.96 29 285.62 "09.38 9.7 ".68 2 0.00 X5.0 12997.56 7,28.69 8007.43 0.96 25 287.3" 626.58 ".9 9.96 "0.8 2 0.00 X5.0 78023.67 =3539.90 7940.8 0.96 26 297.27 690.88 ".9 9.96 "0.8 2 0.00 X5.0 79811.16 2202.27 7893.33 0.96 27 307.23 582.22 9.2 8.89 9.6 2 0.00 X5.0 72511.10 36747.99 785,.00 0.96 28 3"G"" 90,38 "9.2 8.89 9.6 2 0.00 3.5.0 73530.66 =66.11 70!9.92 0.96 29 325.00 -3.28 "9.2 ".97 2.03 2 0.00 X5.0 16 .50.0 7687.77 7967.98 0.96 30 326.9? 639.5" 6.9 9.77 0.8 2 0.00 3.5.0 79020.49 7.15 7716.06 0.95 336.79 606.97 "6.9 9 "0.8 2 0.06' .0 515.22 5633.28 72.4 0.95 2 396.50 20.09 "8.6 3.0 3.69 2 0.66' 3.5.0 261 9.56 12447.55 708,.0 0.95 33 350.00 "76.93 "8.6 3.00 3.7 0.00 -5.0 19462.25 10463.97 6068.21 0.92 9 33.00 367.33 8.6 6.90 6.7`, 0.06' 3.5.0 724.14 21656.7'8 6766.12 0.95 35 39.90 33.9 8.6 6.90 6.75 2 0.00 3.5.0 4000.65 20748.97 6509.78 0.95 6 365.80 993."" 20.8 9.92 "0.07 2 0.00 X5.0 61355.91 29149.19 6128.15 0.96 7 37.22 99.39 20.8 9.92 "0.07 2 0.00 3.5.0 571,0.78 26897.91 ,704.50 0.96 8 389.63 52.95 23.0 2.79 6 50.00 16.0 6 287 - 30731.99 ,372.90 1.03 9 396.90 289.88 23.0 7.6 7.78 2 0.00 3.5.0 36198.85. 16743.56 '710.81 0.96 90 903.57 338.60 2.3 9.2" "0.8 2 0.00 3.5.0 2278.=7 19552.81 246.00 0.96 4" 9"2.77 298.59 25.3 9.2" "0."8 2 0.00 3.5.0 37277.53 16792.16 3738.06 0.96 92 92.98 252.06 27.5 9.03 "0.8 03 2.0" 209.62 9.03 0.2 99 990.C9 84.8 29.7 0.27 .23 95 050.3" 25.0" 29. 2.02 96 952.06 70.09 29 5.66 6.52 97 908.72 69.7 3".4 7.65 9.02 98 965.37 28.88 3" 9 9.63 89 Area: 978`,.89 h Leng2 : 386,8`, 0.00 35.0 31862.00 13919.21 3185.30 0.97 0.00 35.0 261 09 10933.87 2639.37 97 0.00 35.0 22971.78 880 5..22 208.65 0.98 50.00 16.0 3171.37 1070.08 1710.10 1.07 0.00 35.0 8761.2 2596.22 1372.62 0.98 0.00 35.0 8020.76 1382.02 900.27 0.98 0.00 5.0 3609.60 0.00 313.38 0.98 Weight: 18790.62 LvALENA 7.2 Yna js-s Resu- s ✓ers-cn: 7.20.3.0' licensee: Jr & I Consulting Prcjec : D?C S' e 7' • ?:A-8"-9 D?C v2n2ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 3 RD+150 EQ.gmf Prccessed: 0`, Aug 209 "9:09:29 Yna-ys-s - Case 3 - Rap -d Draw Dcwn EQ 50f Se_bac_. va-er-a- ?rcper�-es ;7 ma�er-a-s Cohen -on "50.00 _a er-a-: 2 Cohen -on 0.00 Cohen -on 00.00 _a er-a-: 9 Cohen -on 2000.00 Cohen -on 0.00 '_a er-a-: 6 Cohen -on 50.00 _a er-a-: Cohen -on 00.00 r'chr-Ccu-curb 7sc_rcp-c) Ph- UT-L_Wegh_ Ru 22.0 -3-.00 Au_c r'chr-Ccu-curb 7sc_rcp-c) Ph- UT-L_Wegh_ Ru 3.0 "25.00 Au_c r'chr-Ccu-curb 7sc_rcp-c) Ph- Un± We-ghRu Au_c r'chr-Ccu-curb 7sc_rcp-c) Ph- UT-L_Wegh_ Ru 20.0 -9-.00 Au_c r'chr-Ccu-curb 7sc_rcp-c) Ph- UT-L_Wegh_ Ru 95.0 ""0.00 Au_c r'chr-Ccu-curb 7sc_rcp-c) Ph- UT-L_Wegh_ Ru -6.0 20.00 Au_c r'chr-Ccu-curb 7sc_rcp-c) Ph- UT-L_Wegh_ Ru 2.0 "00.00 Au_c Ga er ?rcper -es Un--_ ae-gh_ cf 62.900 'a-er-a- ?rcf--es ;7 prof --es Prcf--e: ;2 pc-n_s 0.00 "60.00 Prcf--e: 2 ;2 pc-n_s) 0.00 "00.00 Prcf--e: 3 ;2 pc-n_s 0.00 97.00 Prcf--e: 9 ;2 pc-n_s) 305.00 "60.00 Prcf--e: 5 ;2 pc-n_s 308.00 "60.00 Prcf--e: 6 ;2 pc-n_s 308.00 "00.00 Prcf--e: 7 ;2 pc-n_s 305.00 97.00 S_cpe Surface ;7 pc -_s) 0.00 565.00 "00.00 .160.00 - Sverburden - Sand and Crave- - Weaihered Bedrecs_ - SJab-e Bedrecs_ - S-urry Wa-- - „-ay - S - Un-ae-ghcf wa�er/med-um abcve ground: 62.00 Y_a er-a- beneaih: 2 - Sand and Crave- 305.00 "60.00 Va�er-a- beneaih: 3 - Weaihered Bedrea_ 305.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 305.00 97.00 Va�er-a- beneaih: 5, - Slurry 'Ara__ 308.00 "60.00 Y_a er-a- beneaih: 2 - Sand and Crave- 580.00 "60.00 Va�er-a- beneaih: 3 - Weaihered Bedrea_ 580.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 580.00 97.00 Phrea�-c Surface ;9 pc -n= 0.00 '00.00 Fa--ure Surface "00.00 580.00 "00.00 '100.00 '160.00 '100.00 280.00 160.00 250.00 150.00 In ---a- c-rcu-ar surface fcr cr _-ca- search def-ned by: XL,XR,R Inersec�s: XL: "05.00 YL: -0-.67 XR: 930.00 YR: Cen_re: X : "98.3" YC: 56.30 Radius: R: Earinguas_e Fcrce Pseudc-s_a_-c ear_hguas_e (se-sn±c) cceff-c-en: 0.070 Vaa b -e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs-_-cns range: XL '10.00 20 XR 67.5'0 20 50.00 50 RESULS: Yna-ys-s - Case 3 - Rap -d Draw Dcwn EQ 50f Se_bac_. B-shcp S-mp-_f-ed `ethcd cf Ana -,s-s - 7 rcu-ar Fa--ure Surface Cr_�-ca- Fa -lure Surface Search us-ng Y_u-�-p-e C-rc-e Cenera-cn Techniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 2.3 2 Ana-ys-s Summary =30.00 160.00 580.00 150.00 160.00 425.00 497.50 150.00 There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca- ;m-2mun Fac cr cf Sate -_y: 2.07 Resu- s Sununary - Lcwes 99 rac cr cf 2 fe y c-rc_es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 "0.67 930.00 "60.00 "98.3" 516.30 25.00 2.065 <-- Critical Surface 2 "05.00 "0.67 930.00 "60.00 "98.5" 515.21 C23.98 2.067 3 05.00 "0.67 930.00 "60.00 "98.7" 2.12 22.96 2.068 9 "05.00 "0.67 930.00 "60.00 "98.90 513.02 21.94 2.069 05.00 "0.67 930.00 "60.00 99.0 511.93 20.92 2.071 6 09.97 "0.99 930.00 "60.00 97.98 516.08 25.00 2.071 "05.00 "0.67 930.00 "60.00 99.29 510.84 29.90 2.072 8 "09.97 "0.99 930.00 "60.00 98.7 51=.99 =23.98 2.072 9 "05.00 "0.67 930.00 "60.00 99.99 509.75 28.88 2.073 0 "09.97 "0.99 930.00 "60.00 98.37 513.90 22.96 2.24 05.00 "0.67 930.00 "60.00 99.60 508.65 17.86 2.075 2 "09.97 "0".99 930.00 "60.00 "98.57 512.80 21.9 2.075 2 05.00 "0.67 930.00 "60.00 99.88 507.56 16.84 2.076 9 "09.97 "0".99 930.00 "60.00 98.76 511.71 20.92 2.076 03.95 "0".32 930.00 "60.00 97.69 515.86 25.00 2.077 "6 05.00 "0.67 930.00 "60.00 200.08 506.7 15.82 2.078 09.97 "0.99 930.00 "60.00 "98.96 510.62 19.90 2.078 "Y 03.95 "0".32 930.00 "60.00 97.89 51.77 =2.9'8 2.078 "9 "05.00 "0.67 930.00 "60.00 200.27 505.37 1.80 2.079 20 "09.97 "0".99 930.00 "60.00 "99.6 509.53 418.88 2.079 2" "03.95 "0".32 930.00 "60.00 "98.09 513.68 22.96 2.079 22 "05.00 "0.67 930.00 "60.00 200.97 504.28 413.78 2.080 23 "09.97 "0".99 930.00 "60.00 "99.35 508.3 417.86 2.080 29 "03.95 "0.32 930.00 "60.00 "98.23 512.59 21.94 2.081 25 "05.00 "0.67 930.00 "60.00 200.67 503.18 412.76 2.082 26 "09.97 "0".99 930.00 "60.00 "99.2 507.34 416.84 2.082 27 "03.95 "0".32 930.00 "60.00 "98.93 511.9 20.92 2.082 28 "03.92 "0 "9 930.00 "60.00 "97.3" 515.64 25.00 2.083 29 "09.97 "0".99 930.00 "60.00 "99.2 506.25 415.82 2.083 30 "05.00 "0.67 930.00 "60.00 200.86 502.09 11.73 2.083 3" 03.95 "0".32 930.00 "60.00 "98.63 510.40 19.90 2.083 32 "03.92 "0 "9 930.00 "60.00 97 51.55 23.98 2.084 33 09.97 "0.99 930.00 "60.00 99.09 505.15 1.80 2.084 39 "05.00 "0.67 930.00 "60.00 20.06 500.99 10.71 2.084 35 03.95 "0".32 930.00 "60.00 "98.82 509.31 18.88 2.085 36 "03.92 "0 "9 930.00 "60.00 97.70 513.6 22.96 2.085 37 "09.97 "0".99 930.00 "60.00 200.9 504.06 13.78 2.086 38 "05.00 "0.67 930.00 "60.00 20".26 99.89 409.69 2.086 39 "03.95 "0".32 930.00 "60.00 99.02 508.21 17.86 2.086 90 "03.92 "0 "9 930.00 "60.00 97.90 512.37 21.94 2.086 9" "09.97 "0".99 930.00 "60.00 200.39 502.96 12.76 2.087 92 "03.95 "0".32 930.00 "60.00 99.22 507.12 16.84 2.087 93 "05.00 "0.67 930.00 "60.00 20".96 98.79 408.67 2.087 99 "03.92 "0 "9 930.00 "60.00 "98.0 511.27 20.92 2.088 95 "09.97 "0".99 930.00 "60.00 200.53 501.86 11.73 2.088 96 "02.89 "00.96 930.00 "60.00 "96.97 515.2 25.00 2.088 97 "03.95 "0".32 930.00 "60.00 99.9" 506.02 15.82 2.088 98 "05.00 "0.67 930.00 "60.00 20.65 97.70 407.65 2.089 99 "03.92 "0 "9 930.00 "60.00 "98.29 510.18 19.90 2.089 50 "02.89 "00.96 930.00 "60.00 97 51.33 23.98 2.089 09.97 "0".99 930.00 "60.00 200.73 500.77 10.71 2.090 2 "03.95 "0".32 930.00 "60.00 99.6" 504.93 1.80 2.090 2 05.00 "0.67 930.00 "60.00 20.85 96.60 406.63 2.090 59 "03.92 "0 "9 930.00 "60.00 "98.99 509.09 18.88 2.090 02.89 "00.96 930.00 "60.00 97.37 513.24 22.96 2.091 56 "03.95 "0".32 930.00 "60.00 "99.8" 503.83 13.78 2.091 "09.97 "0".99 930.00 "60.00 200.93 99.67 409.69 2.091 8 "03.92 "0 "9 930.00 "60.00 "98.69 507.99 17.86 2.091 9 "05.00 "0.67 930.00 "60.00 202.05 95.50 405.61 2.091 60 "02.89 "00.96 930.00 "60.00 97 512.15 21.94 2.092 6" "03.95 "0".32 930.00 "60.00 200.0- 502.74 12.76 2.092 62 "09.97 "0".99 930.00 "60.00 22.2 98.57 408.67 2.092 63 "03.92 "0 "9 930.00 "60.00 "98.88 506.90 16.84 2.092 69 "05.00 "0.67 930.00 "60.00 202.29 94.40 40.59 2.093 65 "02.89 "00.96 930.00 "60.00 97.76 511.05 20.92 2.093 66 "03.95 "0".32 930.00 "60.00 200.20 501.64 11.73 2.093 67 "09.97 "0".99 930.00 "60.00 2K.3? 2.2 =07.65 2.09= 68 "03.92 "0 "9 930.00 "60.00 99.08 505.80 15.82 2.094 69 "05.00 "0.67 930.00 "60.00 202.99 93.30 03.57 2.094 70 "02.89 "00.96 930.00 "60.00 "97.96 509.96 419.90 2.094 "05.00 "0.67 930.00 "60.00 203.93 2.79 398.47 2.094 2 "03.95 "0".32 930.00 "60.00 200.90 500.54 410.71 2.095 73 "03.92 "0 "9 930.00 "60.00 "99.28 504.71 41.80 2.095 79 "09.97 "0".99 930.00 "60.00 20".52 496.37 406.63 2.095 "02.89 "00.96 930.00 "60.00 "98."6 508.87 18.88 2.095 76 "05.00 "0.67 930.00 "60.00 202.69 492.20 402.55 2.095 "05.00 "0.67 933.55 59.97 20".59 515.56 25.00 2.096 78 "03.95 "0".32 930.00 60.00 200.60 499.5 409.69 2.096 79 "03.92 "0 "9 930.00 "60.00 "99.98 503.61 413.78 2.096 80 "05.00 "0.67 930.00 "60.00 203.23 48.89 399.9 2.096 8" "09.97 "0".99 930.00 "60.00 20".72 95.27 405.61 2.096 82 "02.89 "00.96 930.00 "60.00 "98.36 507.;; 417.86 83 "05.00 "0".67 930.00 "60.00 202.89 491.10 401.53 89 "05.00 "0".67 933,`,` `9.97 20".73 51. .O3 423.9'8 85 "03.95 "0".32 930.00 "60.00 200.80 498.35 408.67 86 "03.92 "0"."9 930.00 "60.00 "99.67 502.52 412.76 87 "09.97 "0".99 930.00 "60.00 202.7" 489.77 400.51 88 "09.97 "0".99 930.00 "60.00 20".92 49.17 40. 59 89 "05.00 "0".67 930.00 "60.00 203.09 489.99 400.51 90 "03.92 "0"."9 930.00 "60.00 "99.87 501.42 411.73 9" "03.95 "0".32 930.00 "60.00 200.99 497.25 407.65 9j 0`.00 "0".67 933,`,`, `,9.97 2K.92 5.13,37 =22.96 93 "09.97 "0".99 930.00 "60.00 202."" 493.07 403.57 99 "0".89 "00.6" 930.00 "60.00 "96.3" 51.98 425.00 95 "09.97 "0".99 930.00 "60.00 202.5_ 490.87 401.53 96 "03.92 "0"."9 930.00 "60.00 200.07 500.32 410.71 97 "03.95 "0".32 930.00 "60.00 20"."9 496.15 406.63 98 "05.00 "0".67 933.55 "59.97 202."2 512.28 421.94 99 '02.37 "00.79 930.00 "60.00 "96.69 515.20 425.00 9r -ca_ a-_ure Surface ;c-rc-e In_ersec_s: 2L: "05.00 YL: Cen_re: YC"98.3" YC: 2enera_ed fa--ure surface: ;20 pc -_s) "05.00 "0".67 "22.99 93.98 9".32 2826 99.65 36,. 26,28 383,29 .0..67 2R: 930.00 YR: 160.00 5"6.30 Rad-us: R: 25.00 2.096 2.097 2.097 2.097 2.097 2.097 2.098 2.098 2.099 2.099 2.099 2.099 2.099 2.099 2.100 2.100 2.100 2.100 "90."" 95.30 157.84 93.23 229 92 42 2=6.91 9.0'8 3"_6.82 "_08.15 113 O 399.29 "4".82 150.59 Cecme_ry and Prcper-ies - Cr--ca- Fa--ure Surface (c-rc-e ", -3 slices) 26.60 430.00 91.90 96.50 119.53 160.00 SI -S Base Pcre;ater Normal Test 'r; Lef_ Area 9ng-e WLIth Length '_a-- Tches-cn Phi Weight Force Stress Factor .05.00 .8.06 8.2. 8.37 2 0.00 X5.0 2257.88 1150.15 285.32 1.10 2 "32" 63.98 9.28 9.97 3 .00.00 18.0 8138.07 407.13 901.50 1.05 3 .122.99 7.98 -9..1 6.98 7.07 3 .00.00 18.0 9957.89 4896.09 1453.76 1.04 9 .29.97 .69.99 -9.. .0.65 .0.78 9 2000.00 20.0 21210.8 10390.96 2181.44 1.04 "90 '77 p, -6.7 8.86 8.92 9 2000.00 20.0 22971.71 11173.65 2735.60 1.03 6 "98.98 2"3 22 -6.7 8.86 8.92 9 2000.00 20.0 27539.72 13395.6'8 3256.60 1.03 "57.89 297.98 -9.3 8.90 8.92 9 2000.00 20.0 32009.56 15517.15 369.91 1.02 8 .66.79 280.28 -9.3 8.90 8.92 9 2000.00 20.0 3611.21 17538.13 4162.36 1.02 9 5.69 3"".69 9 8.92 8.92 9 2000.00 20.0 40131.63 1956.71 .5.. .5", 1.01 .0 .89.56 390.73 9 8.92 8.92 9 2000.00 20.0 43809.34 21272.99 4958.09 1.01 .93.98 368.39 0.6 8.92 8.92 9 2000.00 20.0 47275.'3 22985.65 528.15 1.00 "2 202.90 399..2 0.6 8.92 8.92 9 2000.00 20.0 50485.21 2459.14 563.55 1.00 3 2"".32 4.7.66 3.0 8.9. 8.92 9 2000.00 20.0 5.3387.86 26096.98 5913.58 0.99 "9 220.23 990.03 3.0 8.9. 8.92 9 2000.00 20.0 56118.36 2749.67 6218.63 0.99 229.-c 959.29 5.4 8.88 8.92 9 2000.00 20.0 58430.40 28785.87 6432.75 0.99 6 238,03 478,'9 5.4 8,88 8,92 9 2000.00 20.0 6067.=6 29970.=, 6683.38 0.99 296.9. .70.32 7.8 3.09 3."" 9 2000.00 20.0 21 72.08 10726.61 6777.90 0.99 250.00 4.0.28 7.8 7.30 7.37 9 2000.00 20.0 518 8.36 25279.C2 6891.34 0.99 9 ,`,7.30 920.77 7.8 7.30 37 9 2000.00 20.0 5.3063.12 2'321.71 70=9.7= 0.99 20 269.60 .69.36 .0.2 2.8" 2.85 9 2000.00 20.0 20690.2 9O1.13 7082.1 0.98 2.1 267.90 373.92 .0.2 6.30 6.90 3 .00.00 1'8.0 =6923.22 2093'8.35 7326.. 0.99 22 273.70 379.53 .0.2 6.30 6.90 3 .00.00 18.0 .O572.25 20486.89 7.C-2.71 0.99 23 280.00 .30.99 .0.2 2..6 2.20 3 .00.00 18.0 16393.21 6933.04 7446.89 0.99 29 282..6 99.5. .2.6 ".6" 3 .00.00 18.0 11818.5 5038.50 7365.21 0.99 25 283.73 968.93 .2.6 7.92 8..2 2 0.00 35.0 .30 2 882 8 7085.22 0.95 26 29..66 959.9" .2.6 7.92 8..2 2 0.00 X5.0 56801.55 23986.86 6871.94 0.95 27 299.58 30..99 5.0 5.92 5.6. 2 0.00 X5.0 3778.28 16007.68 6624.91 0.95 28 305.00 .63.83 5.0 3.00 3."" 0.00 15.0 18021.55 8645.24 5637.26 0.92 29 308.00 967.8" 5.0 8.82 9."3 2 0.00 X5.0 75.86 24520.50 6300.36 0.95 30 3.6.82 20."5 7.9 8.52 8.92 2 0.00 3.5.0 53768.17 22559.04 5950.66 0.95 3" 325.39 907.93 _7.9 8.52 8.92 2 0.00 3.5.0 50928.68 21073.64 5633.24 0.95 32 333.85 377,83 9.8 8.90 8.92 2 0.00 3.5.0 =7228.25 19.89.9 5250.7= 0.95 33 392.25 352.95 9.8 8.90 8.92 2 0.00 3.5.0 “O55.98 17806.36 .893.8 0.95 39 350.69 320.39 22.2 8.26 8.92 2 0.00 3.5.0 40048.5 16025.60 =76.50 0.95 35 358.9. 292.52 22.2 8.26 8.92 2 0.00 X5.0 36565.1 1147.59 4080.59 0.95 36 367..7 258.50 29.6 8."" 8.92 2 0.00 X5.0 32312.05 12173.91 3630.83 0.95 37 375.28 228.35 29.6 8."" 8.92 2 0.00 X5.0 28543.30 10104.50 3197.55 0.95 38 383.39 .92.87 27.0 95 8.92 2 0.00 3.5.0 2108.60 791.18 2716.81 0.96 39 39..39 .60.69 27.0 95 8.92 2 0.00 3.5.0 20080.37 5683.91 2247.9 0.96 90 399.29 7.0" 29.9 7.25 8.33 2 0.00 3.5.0 1626.21 3187.54 1754.60 0.96 9" 906.59 87.35 29.9 7.25 8.33 2 0.00 X5.0 10918.49 1062.51 1284.41 0.96 92 4. 3.80 6.1..12 3" .5 8.. 10 9 2 0.00 3.5.0 7640.43 0.00 780.66 0.97 93 92..90 20.37 3".8 8..0 9.59 2 0.00 3.5.0 256.81 0.00 259.69 0.97 X-SArea: "_"_760.95, Path Length: 339.09 X -S Weight: 14'3411.'8'8 LEN -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0' licensee: Jr & I Consulting Prcjec : D?C S' e • ?:A8""9 D?C -n-ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 3 Full+150 EQ.gmf Prccessed: 05 Aug 209 "9:05:58 E "1: ina-ys-s " - Case 3 - Fu-- Reservc-r EQ "50f Se_bac_. va-er-a- ?rcper�-es ;7 rrla �er-a-s " Cohen -on "50.00 2 Cohen -on 0.00 Cohen -on 00.00 _a er-a-: 9 Cohen -on 2000.00 Cohen -on 0.00 '_a er-a-: 6 Cohen -on 50.00 _a er-a-: Cohen -on 00.00 r'chr-Ccu-crib "sc_rcp-c) Ph- UT-L_Wegh_ Ru 22.0 "3".00 Au_c r'chr-Ccu-crib "sc_rcp-c) Ph- UT-L_Wegh_ Ru 3.0 "25.00 Au_c r'chr-Ccu-crib "sc_rcp-c) Ph- Un± We-ghRu Au_c r'chr-Ccu-crib "sc_rcp-c) Ph- UT-L_Wegh_ Ru 20.0 "9".00 Au_c r'chr-Ccu-crib "sc_rcp-c) Ph- UT-L_Wegh_ Ru 95.0 ""0.00 Au_c r'chr-Ccu-crib "sc_rcp-c) Ph- UT-L_Wegh_ Ru "6.0 20.00 Au_c r'chr-Ccu-crib "sc_rcp-c) Ph- UT-L_Wegh_ Ru 2.0 "00.00 Au_c Ga er ?rcper -es Un--_ ae-gh_ cf 62.900 'a-er-a- ?rcf--es ;7 prof --es Prcf--e: ;2 pc-n_s 0.00 "60.00 Prcf--e: 2 ;2 pc-n_s) 0.00 "00.00 Prcf--e: 3 ;2 pc-n_s 0.00 97.00 Prcf--e: 9 ;2 pc-n_s) 305.00 "60.00 Prcf--e: 5 ;2 pc-n_s 308.00 "60.00 Prcf--e: 6 ;2 pc-n_s 308.00 "00.00 Prcf--e: 7 ;2 pc-n_s 305.00 97.00 S_cpe Surface ;7 pc -_s) 0.00 565.00 "00.00 "60.00 - Sverburden - Sand and Crave- - Weaihered Bedrecs_ - SJab-e Bedrecs_ - S-urry Wa-- - „-ay - S - Un-ae-ghcf wa�er/med-um abcve ground: 62.00 Y_a er-a- beneaih: 2 - Sand and Crave- 305.00 "60.00 Va�er-a- beneaih: 3 - Weaihered Bedrea_ 305.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 305.00 97.00 Va�er-a- beneaih: 5, - Slurry 'Ara__ 308.00 "60.00 Y_a er-a- beneaih: 2 - Sand and Crave- 580.00 "60.00 Va�er-a- beneaih: 3 - Weaihered Bedrea_ 580.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 580.00 97.00 Phrea�-c Surface ;9 pc -n= 0.00 "50.00 Fa--ure Surface "00.00 580.00 "00.00 "00.00 "60.00 "50.00 280.00 160.00 250.00 150.00 In ---a- c-rcu-ar surface fcr cr _-ca- search def-ned by: XL,XR,R Inersec�s: XL: "05.00 YL: "0.67 XR: 930.00 YR: Cen_re: X : "98.3" YC: 56.30 Radius: R: Earinguas_e Fcrce Pseudc-s_a_-c ear_hguas_e (se-srr±c) cceff-c-en: 0.070 Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs-_-cis range: XL "0.00 20 XR 67.5'0 20 50.00 50 RESULS: D.na-ys-s " - Case 3 - Fu-- Reservc-r EQ "50f Se_bac_. B-shcp S-mp__f-ed `ailed cf Ana -,s-s - rcu-ar Fa--ure Surface Cr_�-ca- Fa -lure Surface Search us-ng Y_u-�-p-e C-rc-e Cenera-cn Techniques In' 'a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 3.93 Ana-ys-s Surranary =30.00 160.00 580.00 150.00 160.00 425.00 497.50 150.00 There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca- ;m-2mun Fac cr cf Sate -_y: 2.89 Resu- s Sununary - Lcwes 99 Sac cr cf 2 fe y c-rc2s C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 "0.67 930.00 "60.00 "98.3" 516.30 25.00 2.844 <-- Critical Surface 2 "05.00 "0.67 930.00 "60.00 "98.5" 515.21 C23.98 2.86 3 05.00 "0.67 930.00 "60.00 "98.7" 2.12 22.96 2.82 9 "05.00 "0.67 930.00 "60.00 "98.90 513.02 21.94 2.850 05.00 "0.67 930.00 "60.00 99.0 511.93 20.92 2.852 6 05.00 "0.67 930.00 "60.00 99.29 510.84 29.90 2.853 "09.97 "0.99 930.00 "60.00 97.98 516.08 25.00 2.24 8 "05.00 "0.67 930.00 "60.00 99.99 509.75 18.88 2.855 9 "09.97 "0.99 930.00 "60.00 98.7 514.99 23.98 2.856 0 "05.00 "0.67 930.00 "60.00 99.60 508.65 17.86 2.857 09.97 "0".99 930.00 "60.00 98.37 513.90 22.96 2.857 2 "05.00 "0.67 930.00 "60.00 "99.88 507.56 2 6.8 2.859 2 09.97 "0".99 930.00 "60.00 "98.57 512.80 21.94 2.859 9 "05.00 "0.67 930.00 "60.00 200.08 506.7 15.82 2.861 09.97 "0".99 930.00 "60.00 "98.76 511.71 20.92 2.861 "6 09.97 "0".99 930.00 "60.00 "98.96 510.62 19.90 2.863 05.00 "0.67 930.00 "60.00 200.27 505.37 1.80 2.863 "8 03.95 "0".32 930.00 "60.00 "97.69 515.86 25.00 2.863 9 "09.97 "0".99 930.00 "60.00 99.6 509.53 18.88 2.864 20 "05.00 "0.67 930.00 "60.00 200.97 504.28 413.78 2.865 2" "03.95 "0".32 930.00 "60.00 "97.89 51.77 23.98 2.865 22 "09.97 "0".99 930.00 "60.00 "99.35 508.3 417.86 2.866 23 "05.00 "0.67 930.00 "60.00 200.67 503.18 412.76 2.866 29 "03.95 "0".32 930.00 "60.00 "98.09 513.68 22.96 2.867 25 "09.97 "0".99 930.00 "60.00 "99.5 507.34 416.84 2.868 26 "05.00 "0.67 930.00 "60.00 200.86 502.09 411.73 2.868 27 "03.95 "0".32 930.00 "60.00 "98.23 512.59 21.94 2.868 28 "09.97 "0".99 930.00 "60.00 "99.7. 506.25 415.82 2.870 29 "03.95 "0".32 930.00 "60.00 "98.93 511.49 20.92 2.870 30 "05.00 "0.67 930.00 "60.00 20".06 500.99 10.71 2.870 3" 09.97 "0".99 930.00 "60.00 99.09 505.15 1.80 2.872 32 "03.95 "0".32 930.00 "60.00 98.63 510.40 19.90 2.872 33 05.00 "0.67 930.00 "60.00 20".26 499.89 409.69 2.872 39 "03.92 "0 "9 930.00 "60.00 97.3" 515.64 25.00 2.873 35 09.97 "0".99 930.00 "60.00 200.9 504.06 13.78 2.873 36 "03.95 "0".32 930.00 "60.00 "98.82 509.31 18.88 2.874 37 "05.00 "0.67 930.00 "60.00 20".96 498.79 408.67 2.874 38 "03.92 "0 "9 930.00 "60.00 97 51.55 23.98 2.874 39 "09.97 "0".99 930.00 "60.00 200.39 502.96 12.76 2.875 90 "03.95 "0".32 930.00 "60.00 99.02 508.21 17.86 2.875 9" "05.00 "0.67 930.00 "60.00 20.65 497.70 407.65 2.876 42 03.42 0" "9 930.00 "60.00 97.70 513.6 =22.96 2.876 93 "03.95 "0.32 930.00 "60.00 99.22 507.12 16.84 2.877 99 "09.97 "0.99 930.00 "60.00 200.53 501.86 11.73 2.877 95 "03.92 "0 "9 930.00 "60.00 97.90 512.37 21.94 2.878 96 "05.00 "0.67 930.00 "60.00 20.85 496.60 406.63 2.878 97 "05.00 "0.67 933.55 59.97 20.59 515.56 25.00 2.879 98 "03.95 "0.32 930.00 "60.00 99.9" 506.02 15.82 2.879 99 "09.97 "0.99 930.00 "60.00 200.73 500.77 10.71 2.879 50 "03.92 "0 "9 930.00 "60.00 "98.0 511.27 20.92 2.879 05.00 "0.67 930.00 "60.00 202.05 495.50 405.61 2.880 2 "03.95 "0".32 930.00 "60.00 99.6" 504.93 1.80 2.880 2 05.00 "0.67 933.55 59.97 20".73 51.6 23.98 2.880 59 "09.97 "0".99 930.00 "60.00 200.93 499.67 409.69 2.881 03.92 "0 "9 930.00 "60.00 "98.29 510.18 19.90 2.881 56 "05.00 "0.67 930.00 "60.00 202.29 94.40 40.59 2.881 "02.89 "00.96 930.00 "60.00 "96.97 515.2 25.00 2.882 8 "03.95 0".32 930.00 "60.00 99.8" 503.83 13.78 2.882 9 "05.00 "0.67 933.55 59.97 20.92 513.37 22.96 2.882 60 "09.97 "0.99 930.00 "60.00 20.3 98.57 408.67 2.882 6" "03.92 "0 "9 930.00 "60.00 "98.99 509.09 18.88 2.882 62 "02.89 "00.96 930.00 "60.00 97 2.33 23.98 2.883 63 "05.00 "0.67 930.00 "60.00 202.99 493.30 403.57 2.883 69 "05.00 "0.67 930.00 "60.00 203.93 2.79 398.47 2.884 65 "03.95 "0".32 930.00 "60.00 200.0" 502.74 12.76 2.884 66 0`.00 "0.67 933.5`• 59.97 202.2 512.2'8 =21.9= 2.'%'%= 67 "03.92 "0 "9 930.00 "60.00 "98.69 507.99 17.86 2.884 68 "09.97 "0.99 930.00 "60.00 20.3? 07.7 =07.65 2'8'8= 69 "02.89 "00.96 930.00 "60.00 97.37 513.24 22.96 2.885 70 "05.00 "0.67 930.00 "60.00 202.69 492.20 402.55 2.885 "03.95 "0".32 930.00 "60.00 200.20 501.64 11.73 2.886 2 "03.92 "0 "9 930.00 "60.00 "98.88 506.90 416.84 2.886 73 "05.00 "0.67 933.55 "59.97 202.3" 511.18 20.92 2.886 79 "09.97 "0".99 930.00 "60.00 20".52 496.37 406.63 2.886 "05.00 "0.67 930.00 "60.00 203.23 8.89 399.49 2.886 76 "02.89 "00.96 930.00 "60.00 "97.57 512.15 21.94 2.887 "05.00 "0.67 930.00 "60.00 202.89 491.10 401.53 2.887 78 "03.95 "0".32 930.00 "60.00 200.90 500.54 410.71 2.82 79 "03.92 "0 "9 930.00 "60.00 "99.08 505.80 415.82 2.887 80 "09.97 "0.99 933.55 59.97 20.20 515.34 25.00 2.887 8" "05.00 "0".67 933.55 "59.97 202.50 510.09 19.90 2.888 82 "09.97 "0".99 930.00 "60.00 20".72 495.27 405.61 2.888 83 "02.89 "00.96 930.00 "60.00 "97.76 511.05 420.92 2.888 89 "05.00 "0".67 930.00 "60.00 203.09 489.99 400.51 2.889 85 "03.95 "0".32 930.00 "60.00 200.60 499.45 409.69 2.889 86 "03.92 "0"."9 930.00 "60.00 "99.28 504.71 41.80 2.889 87 "09.97 "0".99 933,`,`, "`,9.97 20".90 51.24 42.9'8 2.889 88 "09.97 "0".99 930.00 "60.00 202.7" 489.77 400.51 2.889 89 "05.00 "0".67 933.55 "59.97 202.70 508.99 418.88 2.890 90 "09.97 "0".99 930.00 "60.00 20".92 49.17 40. 59 2.890 9" "02.89 "00.96 930.00 "60.00 "97.96 509.96 419.90 2.890 92 "03.92 "0"."9 930.00 "60.00 "99.98 503.61 413.78 2.891 93 "03.95 "0".32 930.00 "60.00 200.80 498.35 408.67 2.891 99 "09.97 "0".99 933.55 "59.97 20".59 513.15 422.96 2.891 95 "02.89 "00.96 930.00 "60.00 "98."6 508.87 418.88 2.891 96 "05.00 "0".67 933.55 "59.97 202.89 507.90 417.86 2.891 97 "09.97 "0".99 930.00 "60.00 202."" 493.07 403.57 2.891 98 "05.00 "0".67 930.00 "60.00 209.92 482.26 393.37 2.892 99 "0`,.00 "0".67 933,`,`, _`,9.97 203.85 502.1 =12.76 2'892 9r -ca_ a-_ure Surface ;c-rc-e In_ersec_s: 2L: "05.00 YL: Cen_re: YC"98.3" YC: 2enera_ed fa--ure surface: ;20 pct _S "05.00 "0".67 "22.99 93.98 9".32 2826 99.65 367. 26,28 683,29 "0".67 2R: 930.00 YR: 160.00 5"6.30 Rad-us: R: 25.00 98."_"_ 90."" 95.30 157.84 93.23 e" `,0 229 92..C-2 2=6.91 9.0'8 "02.`9 3"6.82 "08.15 113 O "33.7- 399.29 "4".82 .1.8. 150.59 Cecme_ry and Prcper-ies - Cr--ca- Fa--ure Surface (c-rc-e ", 2 slices) 26.60 430.00 91.90 96.50 119.53 160.00 SI -S Base Pcre;ater Normal Test 'r; Lef_ Area Fng-e WLIth Length '_a-- Tches-cn Phi Weight Force Stress Factor "05.00 "8.06 8.2" 8.37 2 0.00 3.5.0 2257.'8'8 25691.39 3213.04 1.07 2 " 22" 63.98 9.28 9.97 3 "00.00 18.0 8138.07 30113.60 3643.27 1.04 3 "22.49 7.98 -9..1 6.98 7.07 3 "00.00 18.0 9957.89 23126.64 4025.89 1.03 9 "29.97 "69.99 -9..1 "0.65 "0.78 9 2000.00 20.0 21210.8 36223.65 452.95 1.03 "90 '77.85 -6.7 8.86 8.92 9 2000.00 20.0 22971.71 30746.90 4'889.08 1.02 6 "98.98 2"3 22 -6.7 8.86 8.92 9 2000.00 20.0 27539,72 31323 522.16 1.02 57.89 297.98 -9.3 8.90 8.92 9 2000.00 20.0 32009.56 31796.95 592.23 1.01 8 "66.79 280.28 -9.3 8.90 8.92 9 2000.00 20.0 3611.21 32166.26 5773..71 1.01 9 5.69 3"".69 -.1.9 8.92 8.92 9 2000.00 20.0 40131.63 32431.24 5986.17 1.00 "0 "89.56 390.73 9 8.92 8.92 9 2000.00 20.0 43809.34 32592.12 6213.88 1.00 "93.98 368.39 0.6 8.92 8.92 9 2000.00 20.0 47275.'3 32649.10 6370.86 1.00 "2 202.90 399."2 0.6 8.92 8.92 9 2000.00 20.0 50485.21 32601.34 6544.75 1.00 2 ,"" 2i 9"7.66 3.0 8.9.1 8.92 9 2000.00 20.0 5.3387.86 3244'7.94 666.42 0.99 9 220,23 990.03 3.0 8.9.1 8.92 9 2000.00 20.0 5611'8.36 32192.56 6766.8 0.99 229."5 959.29 5.9 8.88 8.92 9 2000.00 20.0 58430.40 31832.20 6813.09 0.99 6 238,03 478,"9 5.4 8,88 8.92 9 2000.00 20.0 6067.03 1367 6'879.=6 0.99 296.9" "70.32 7.8 3.09 3."" 9 2000.00 20.0 21 2.08 10826.57 6867.15. 0.99 250.00 9"0.28 7.8 7.30 7.37 9 2000.00 20.0 51868.36 25279.C2 6949.31 0.99 9 257.30 920.77 7.8 7.30 7.37 9 2000.00 20.0 53063.12 2821.71 7109.13 0.99 20 269.60 "69.36 "0.2 2.8" 2.85 9 2000.00 20.0 20690.2 9471.13 7160.79 0.99 2" 267.90 373.92 "0.2 6.30 6.90 3 "00.00 18.0 46923.22 20938.35 7359.50 1.00 22 273.70 379.53 "0.2 6.30 6.90 3 "00.00 18.0 .0572.25 20486.89 7.59.05 1.00 23 280.00 "30.99 "0.2 2."6 2.20 3 "00.00 18.0 16393.21 6933.04 781.76 1.00 29 282."6 99.5" "2.6 "00.00 18.0 11818.5 5038.50 7407.81 1.00 '2,,- `, ?83.73 968.93 2.6 92 0.00 .0 30 2. 32 - 716.21 0.97 26 29".66 959.9" 2.6 7.92 0.60 5.0 X6801.55 239'76.'86 69'7.90 0.97 27 299.58 30".99 5.0 5.92 5.6. 2 0.00 X5.0 3778.28 16007.68 6712.86 0.97 28 305.00 "63.83 5.0 3.00 3."" 0.00 15.0 18021.55 8645.24 5729.86 0.95 29 308.00 967.8" 5.0 8.82 9.2 2 0.00 X5.0 75.86 24520.50 638.68 0.97 30 3"6.82 20."5 7.9 8.52 8.92 2 0.00 3.5.0 2768.17 22559.04 6043.10 0.97 3" 325.39 907.93 _7.9 8.52 8.92 2 0.00 3.5.0 50928.68 21073.64 5721.61 0.97 32 333.85 377,83 9.8 8.90 8.92 2 0.00 3.5.0 =722'8.25 19.89.9 “ .93 0.9'3 33 392.25 352.95 9.8 8.90 8.92 2 0.00 3.5.0 “055.98 17806.36 .982.8 0.98 39 350.69 320.39 22.2 8.26 8.92 2 0.00 3.5.0 40048.45 16025.60 268.'34 0.98 2` 358.9" ?9?.')? 22 2 8.26 8.92 2 0.00 .0 36565.2 1147 59 .166.5.. 0.9'3 2E 36 7..17 58 .`,0 29.6 8.92 2 0.60 5.0 32312.05 12173.91 3717.8 0.99 37 375.28 228.35 29.6 8."" 8.92 2 0.00 3.5.0 285O .3.0 10104.50 3276.50 0.99 38 383.39 .92.87 27.0 95 8.92 2 0.00 3.5.0 2108. 60 791.18 2793.67 1.00 39 39..39 "60.69 27.0 7.9', 8.92 2 0.00 3.5.0 20080.37 5683.91 2315.25 1.00 90 399.29 7.0" 29.9 7.25 8.33 2 0.00 3.5.0 1626.21 3187.54 1817.69 1.01 9" 906.59 87.35 29.9 7.25 8.33 2 0.00 X5.0 10918.49 1062.51 1337.62 1.01 92 9"3.80 6"."2 3 2 5 8."0 9.5" 2 0.00 35.0 7640.43 0.00 819.30 1.02 93 92".90 20.37 3".8 8."0 9.59 2 0.00 3.5.0 256.81 0.00 272.67 1.02 X-SArea: ""60.99 Path Length: 339.09 X -S Weight: 14'3321.'3'3 ,LENA 7.2 Ana ys-s Resu-�s tiers-cn: licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?C -n-ng S -e\S-cpe S_ab y\Ca na\Y_cde-s\D?C Case 4 RD EQ.gmf Processed: 30 Jul 2019 10:55:35 E "1: ina-ys-s " - Case 9 - Rap -d Draw Dcwn EQ va-er-a- ?rcper�-eS ;7 ma�er-a-Si '_a er-a-: " Cchee-on "50.00 '_a er-a-: 2 Cchee-on 0.00 '_a er-a-: Cchee-on 00.00 '_a er-a-: 9 Cchee-on 2000.00 a er-a-: Cchee-on 0.00 '_a er-a-: 6 Cchee-on 50.00 '_a er-a-: Cchee-on 00.00 Y_chr-Ccu-curb "sc_rcp-c) Ph- UrL _Wegh _ Ru 22.0 "3".00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UrL _Wegh _ Ru 3.0 "25.00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- Un± We-ghRu Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UrL _Wegh _ Ru 20.0 "9".00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UrL _Wegh _ Ru 95.0 ""0.00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UrL _Wegh _ Ru "6.0 20.00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UrL _Wegh _ Ru 2.0 "00.00 Au_c Ga er ?rcper -eS Un ae-gh_ cf 62.900 'a-er-a- Prcf--es („ prof --es Prcf--e: ;2 pc -n �s 0.00 "85.00 Prcf--e: 2 ;2 pc -n s 0.00 "60.00 Prcf--e: 3 ;2 pc -n �s 0.00 "56.00 Prcf--e: 9 ;2 pc -n �s 0.00 "00.00 Prcf--e: 5 ;2 pc -n �s 0.00 97.00 Prcf--e: 6 ;2 pc -n s 85.00 "85.00 Prcf--e: 7 ;2 pc -n �s 88.00 "85.00 Prcf--e: 8 ;2 pc -n s) 88.00 "60.00 Prcf--e: 9 ;2 pc -n �s 88.00 "56.00 Prcf--e: "0 ;2 pc -n �s 88.00 "00.00 Prcf--e: "" ;2 pc -n �s 85.00 97.00 S-cpe Surface ;9 pc -_s) 0.00 "00.00 - Sverburden - Sand and Crave- - Weaihered Bedrecs_ - SJab-e Bedrecs_ - S-urry - „-ay Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 Y_a er-a- beneaih: 2 - Sand and Crave- 85.00 "85.00 Va�er-a- beneaih: 6 - Clay 85.00 "60.00 Y_a er-a- beneaih: 2 - Sand and Crave- 85.00 "56.00 Va�er-a- beneaih: 3 - Weaihered Bedree_ 85.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 85.00 97.00 Va�er-a- beneaih: 5, - S-urry 88,88, 85.00 Y_a er-a- beneaih: 2 - Sand and Crave- 988.00 "85.00 Va�er-a- beneaih: 6 - Clay 988.00 "60.00 Y_a er-a- beneaih: 2 - Sand and Crave- 988.00 "56.00 Va�er-a- beneaih: 3 - Weaihered Bedree_ 988.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 988.00 97.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 355.00 185.00 325.00 175.00 In -_a- crcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "nersecs: 2L: "09.00 YL: "0.33 2R: 905.00 YR: Cen_re: n. 79.68 YC: 930.33 Radius: R: Earinguas_e Fcrce Pseudc-sJa�-c earinguas_e (se-sn±c) cceff-c-en: 0.070 Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns range: XL 8.00 20 XR 50.00 20 23.00 50 RESUL- 1 : D.na-ys-s " - lase 9 - Rap -d Dra 1 Dc In EQ B-shcp S-mp__f-el `ethcd cf D.na-ys - rcu-ar Fa--ure Surface 88.00 185.00 .00 175.00 185.00 336.50 Cr_--ca- Fa--ure Surface Search us-ng vu -p -e C-rc-e Ceneraien-echniquea In -a- fa--ure surface apprexn.a_-en - Fader et Sate -_y: 505, Ana-ys-s Summary There were: 2000" successfu- ana-yses frcm a et 2000" _r -a- failure surfaces Cr -ca- ;m -n -mum; Fader et Sate -_y: .30 Resu- s Summary - Lewes 99 lacer et Sate -_y c-rc-es pro -e X-Lef7_ "09.00 "09.00 "09.00 9 "09.00 "09.00 6 "_03.58 "04.00 8 "09.00 9 "04.00 "0 "09.00 .03.58 -2 "09.00 "03.58 ,4 C3.58 "03.58 =3 C3.58 "09.00 C3, 6 "9 "04.00 20 "03."6 "_03.58 22 "03."6 23 "04.00 29 "_03.58 z5 04.00 26 "03.58 z7 04.00 28 "09.00 29 "03."6 30 "03.58 "09.00 32 "04.00 33 "_03."_6 34 03,5,8 35 "09.00 36 "09.00 37 C3. 6 38 '03,5,8 39 "04.00 90 "09.00 4" "03."6 42 "02.74 43 03,5,8 44 "04.00 95 "09.00 46 "03."6 47 "02.74 98 "09.00 99 "03.58 50 "09.00 03 78 52 "03."6 53 "02.74 59 "04.00 03 78 56 "09.00 0Y 78 F8 "23,"6 "02.74 60 "09.00 6" "_03.58 62 "04.00 63 23.5,3 64 "03."6 65 "02.74 66 "04.00 67 C3.58 68 "09.00 69 "03.58 70 "02.74 08 "6 72 "04.00 73 "03,5,8 74 "04.00 "03.58 Y-Lef_ 0..33 0..33 0..33 0..33 0..33 .0..33 0..33 .0..33 0..33 0..33 5. .0 0. .o 0. .o 0..33 0 .05 .0..33 .10.1.05 .10.1.05 .0..33 .0..33 .0..33 .0..33 .10.1.05 .0..33 .0..33 .10.1.05 0..33 .0..33 0 .05 .0..33 0..33 .10.1.05 00.9. .0..33 0..33 0 .05 .100.9.1 0..33 0..33 0 .05 00.9 .0..33 0..33 _0 .05 00.9 0..33 .0..33 0 .05 00.9 .0..33 .0..33 .100.9.1 .10.1.05 .0..33 0..33 X-R-gh_ 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 905.00 907.63 905.00 905.00 905.00 907.63 905.00 905.00 905.00 407.63 905.00 405.00 905.00 407.63 905.00 905.00 905.00 905.00 407.63 905.00 405.00 905.00 407.63 905.00 905.00 407.63 405.00 405.00 407.63 905.00 905.00 407.63 405.00 405.00 407.63 905.00 405.00 407.63 405.00 405.00 407.63 405.00 905.00 407.63 905.00 905.00 407.63 905.00 905.00 407.63 Y-R-gh_ Centre Y -Centre Radius FoS "85.00 "79.68 20.33 336.50 1.299 <-- Critical Surface "85.00 "79.82 29.82 336.03 1.301 "85.00 "79.96 29.30 335.56 1.303 "85.00 728.79 35.09 1.305 "85.00 5.25 28.28 34.62 1.308 85.00 "4.48 .L.30.1 X6.50 1.810 "85.00 "75.96 25.72 32.28 1.311 "85.00 75.39 27.77 33.15 1.311 "85.00 .82 =26.2= 32.,- 1.811 '_85.00 2 �� C27.26 333.68 1.313 85.00 74.62 =29.63 336.03 1,313 "85.00 75.68 26.75 333.21 1.313 "85.00 ."9 27.58 33.15 1.315 85.00 "79.76 =29.12 335.56 1.316 "85.00 "79.9" 28.61 35.09 1.317 "85.00 "75.05 28.09 ",73.62 1.317 "85.00 "76."0 25.21 331.81 1.318 "85.00 _79.56 28.93 335.56 1.318 85.00 76 24 .C2.70 351.3= 1.320 85.00 74 28 =29.95 336.50 1.821 "85.00 75.33 27.07 33.68 1.321 85.00 "74.42 =29.== 336.03 1.321 85.00 76.39 .2.19 330.'87 1.321 85.00 '_75.48 =26.56 333.21 1.323 85.00 _76,`3 =23,67 3C,_0 1,323 "8`.00 .G2 =26.05 32.,- 1.32= 85.00 76.82 =29.'86 36.50 1.32= "8`.00 "76.67 =23.16 329.93 1.32= 85.00"_74.T_-2'% _2 35.09 1.325 85.00 76 =25.53 332.28 1.326 85.00 _76.96 C29.35 336.03 1.326 "8`.00 _76.82 =22.65 329.=6 1.326 85.00 74.85., _27.91 .62 1.27 "85.00 "75.90 25.02 331.81 1.327 "85.00 ."0 L28.8L 335.56 1.327 85.00 76.96 =22.13 328.99 1.327 85.00 74.99 =27.39 33.15 1.328 85.00 _76.05, =2.51 331.3= 1.329 "85.00 '7.24 28.32 335.09 1.329 "85.007."0 21.62 328.52 1.329 85.00 "_7F,."_." 26.'7'7 33.68 1.330 85.00 74.08 =29.76 336.50 1.330 85,.00 '_76.'_9 =28.99 330.87 1.330 "85.00 77.38 27.81 33.62 1.330 "85.00 "77.29 21.10 328.05 1.331 "85.00 "_7c.28 26.37 +83.21 1.331 85.00 _74.22 =29.25 336.03 1,332 "85.00 7.52 27.30 33.15 1.332 85.00 '7E 33 _23,_'l 330,_0 1,332 "85.00 77.39 20.59 27.58 1.332 "25.00 6.62 -29.67 336.50 1.888 85.00 .42 =25.'R6 332.7= 1.333 85.00 -74.37 =21.7= 56 1.333 85.00 .66 =26.7 .6'8 1.333 "8`.00 76.47 =22.97 329.93 1.333 85.00 53 =20.0'7 327.11 1.33= 85.00 76.76 =29.16 336.03 1.33= 85.00 5,6 C25. --,7L12.28 1.33 "85.00 4.5" C2R.23 35.09 1.334 "85.00 7.8" 26.27 333.21 1.335 85.00 -76.62 =22.=5 329.=6 1.33 85.00 .67 =19.56 326.6= 1.335 85.00 '_76.90 =28.65 56 1.336 2 "85.00 5,70 _,',%,3 31.'81 1.336 85.00 74.65 C27.72 ",73.62 1.336 85.00 95 25.76 32.,- 36 =Y 00 76.76 =21.9= 328.99 1.336 "85.00 77.82 .19.N 326.17 1.337 "85.00 "77.04 28.13 335.09 1.337 85.00 74.79 =27.20 3.15 1.337 85.00 5. 85 _2 2 31.8= 1.337 8 .00 78.09 C25.2 332.28 1.338 85.00 76.90 =21.=3 328.52 1.338 "85.00 "57.96 418.53 125.70 1.338 '85.00 =27.62 -.62 1.89 76 "02.79 "00.9" 905.00 "85.00 77 "03."6 "0".05 905.00 "85.00 78 "02.32 "00.77 905.00 "85.00 79 "09.00 "0".33 907.63 "85.00 80 "03.58 "0"."9 905.00 "85.00 8" "09.00 "0".33 905.00 "85.00 82 "03.58 "0"."9 907.63 "85.00 83 "02.79 "00.9" 905.00 "85.00 89 "03."6 "0".05 905.00 "85.00 85 "02.32 "00.77 905.00 "85.00 86 "09.00 "0".33 907.63 "85.00 87 "03.58 "0"."9 905.00 "85.00 88 "09.00 "0".33 905.00 "85.00 89 "03."6 "0".05 907.63 "85.00 90 "02.79 "00.9" 905.00 "85.00 9" "03.58 "0"."9 907.63 "85.00 92 "03."6 "0".05 905.00 "85.00 93 "02.32 "00.77 905.00 "85.00 99 "09.00 "0".33 907.63 "25.00 95 "03.58 "0"."9 905.00 "25.00 96 "03."6 "0".05 907.63 "85.00 97 '09.00 "0".33 905.00 "85.00 98 "02.79 "00.9" 905.00 "85.00 99 '03.58 "0"."9 907.63 "85.00 9r -ca_ a-_ure Surface ;c-rc_e Inersec�s: 2L: "09.00 YL: Cen_re: 79.68 YC: genera ed to-_ure surface: ;20 pc -nos; 09.00 "0.33 "20.80 88.96 99.3 206.02 273.0" "08.5_ 289.22 35,0.74 43,56 365.,08 9 99 3,88 -77.05 32 7`.08 -9.02 =26.69 _L3•,8;0 C29.5.7 24 , =20.91 18.01 =27.11 =26.1 =23.29 =29.06 420,4C -17,50 C29.O =25.67 =26.59 422.78 C28.5.5 19.98 =28.97 16.9'8 =25.15 =26.08 0".33 2R: 905.00 YR: 430,33 98.7 9.29 .92 Rad-us: R: 95.86 9'.71 "20.15 62.90 - Yecmery and Prcper�-es - Cr'_-ca- Fa--ure Surface (c-rc-e ", -5 slices) 68 330.87 336.50 331.81 328.05 325.23 33.15. 21 330.0 336.03 ",27.58 324 336.50 32.7= 333.68 329.93. 56 330.87 327.11 336.03 32.30 332.28 .21 185.00 236.50 1.339 1.339 1.339 1.339 1.339 1.340 1.340 1.340 1.340 1.340 1.341 1.341 1.341 1.341 1.3=2 1.3=2 1.3=2 1.3=2 1.3=2 1.3=2 1.30 1.30 1.30 1.30 154.,'8 9.42 239.85 100.20 320.73 127.18 192.2= 170.62 171.87 256.5 9! -05.00 93.'84 103.93 134.99 185.00 S_ -S Base Pcre;ater Normal Test 'r; Let Area 9ng-e WLhh Leng_h '_a - ches-cn Phi Weight Force Stress Factor 09.00 "3.07 -0.7 7.08 7.20 2 0.00 75.0 1633.28 829.68 23.81 1.13 2 "".08 60.58 -0.7 9.72 9.90 3 "00.00 18.0 771.58 386.6 828.54 1.07 3 20.80 92.9" -7.8 8.7 8.65 3 "00.00 18.0 11882.61 5819.62 1422.04 1.04 9 "29.38 "23.97 -7.8 8.7 8.99 9 2000.00 20.0 15912.19 7775.94 2158.63 1.05 37.79 _.;7.60 -9.8 8.2 8.55 9 2000.00 20.0 20313.42 9869.51 250.37 1.03 6 "96.26 87.99 -9.8 8.2 8.`5 9 2000.00 20.0 2=20=.17 11769.3 3010.'84 1.03 "59.78 27.2 -.9 8.59 8.55 9 2000.00 20.0 27922.80 13555.86 3336.78 1.01 8 63.32 293.9" 9 8.59 8.55 9 2000.00 20.0 31311.94 15228.97 5.39 1.01 87 268.98 .0 8 8 9 2000.00 20.0 -- =.79 16786.59 3995.08 1.00 80.9" 292.08 ".0 8.55 8.55 9 2000.00 20.0 37323.3 18228.73 329.89 1.00 88.96 32.63 3.9 8.53 8.55 9 2000.00 20.0 39840.88 19553.42 52.02 0.98 2 "97.99 33.99 3.9 8.53 2.55 9 2000.00 20.0 421 .73 20760.76 -795.18 0.98 206.02 292.86 6.874 23 9 2000.00 20.0 37C9".78 1803.71 908.2 0.97 9 23.9 303.88 6.8 7.23 9 2000.00 20.0 383.78.08 19096.22 5.08.07 0.97 220.37 ""9.07 6.8 2.63 2.65 3 "00.00 18.0 1".78.09 7168.28 5382.09 0.98 6 223.00 397.92 9.7 7.85 7.96 3 "00.00 18.0 2.6 22025.50 .66 0.97 230.85 357.9" 9.7 7.85 7.96 3 "00.00 18.0 -"23.06 22659.23 579.93 0.97 238.70 97.2" "2.2 8.92 9."3 2 0.00 35.0 52151.0 26640.55 5540.78 0.92 9 297.6 425.9 2.6 8.92 9.9 2 0.00 3.5.0 5.3239.1= 2725.22 567.., 0.91 20 26.3 277.2 .73 5.95 2 0.00 35.0 3690.38 1797.00 5655.54 0.90 2" 262.27 279.39 5.73 5.95 2 0.00 35.0 34917.91 18091.88 5692.63 0.90 22 268.00 295.36 5.0" 5.20 2 0.00 35.0 3069.16 15890.95 5723.74 0.90 23 273.0" 393.82 "Y.9 6.99 7.7 2 0.00 35.0 C2877.79 22615.95 5663.52 0.'89 29 280.00 953.92 8.9 9.22 9.72 2 0.00 35.0 5692.70 29825.52 5658.39 0.89 25 289.22 389.K 2.9 !.96 8.55 2 0.00 3.5.0 0529.25 26097.39 5565.76 0.89 26 297.9 385.85 2.9 7.96 8.55 2 0.00 35.0 48072.10 25852.36 5513.35 0.89 27 30.5 372.33 ?4. 7.79 2.55 2 0.00 15.0 6385..86 2485.81 5.371.24 0.88 28 32.99 365.20 29.3 7.79 2.55 2 0.00 75.0 3.68 2997.26 5267.96 0.88 29 320.73 "96.30 27.2 9.27 9.80 2 0.00 75.0 24452.63 13769.86 5112.15 0.88 30 325.00 297.00 27.2 5.97 6."5 2 0.00 3.5.0 30765.98 16976.19 5002.07 0.8'8 330.97 29.6" 27.2 5.97 6.Th 2 0.00 3.5.0 30091.5'8 15897.67 067.56 0.'8'8 2 33.99 36.22 30." 7.90 8.55 2 0.00 75.0 3979.24 20202.00 619.34 0.88 33 393.39 302.7`, 30." 7.90 2.`5 2 0.00 3.5.0 37696.13 17915.74 082.27 0.8'8 39 350.79 "67.75 33.0 9.26 5.08 2 0.00 35.0 20883..77 953.99 11.61 0.88 35 35.00 "86.58 33.0 5.09 6.0" 2 0.00 75.0 23221.64 1013.35 3851.88 0.88 36 360.09 "70.0 33.0 5.09 6.0" 2 0.00 35.0 21161.1 8908.00 3.06.01 0.88 37 36`,.08 3%,09 35.9 9.2 9 2 0.00 3.5.0 16=2.26 687.21 3093 81 0.'89 38 369.90 "99.2 35.9 52 6.82 6 50.00 16.0 18 .61 7233.90 0023.37 1.06 39 379.92 99.27 35.9 9.00 9.99 2 0.00 75.0 117"7.1 17'.98 215.68 0.89 90 378.92 9.96 38.8 6.08 7.80 2 0.00 3.5.0 1932.6 700.30 1895.89 0.90 9" 385.00 98.0" 38.8 3.00 3.85 0.00 15.0 5280.90 2.40 1230.23 0.79 92 388.00 52 38.8 9.29 5.95 2 0.00 75.0 6940.37 1049.6 1199.1 0.90 93 392.29 6.56 9.7 2.08 2 0.00 75.0 2069.79 89.48 916.42 0.90 99 393.79 92.03 9.7 5.60 7. 0.00 75.0 525.26 0.00 633.08 0.90 95 399.90 "9.0" 9.7 5.60 7. 2 0.00 35.0 1751.42 0.00 211.03 0.90 X -S Area: 0"73.2" Path Length: 329.8`, X -S Weight: 1277282.50 LFN_. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I consulting ?rcjec : D?C S' e • ?:A8""9 D?C -n-ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 4 Full EQ.gmf Prccessed: 30 Jul 209 "":20:93 E _A: ina-ys-s " - Case 9 - Fu-- Reservc-r EQ va-er-a- ?rcper�-eS ,7 ma�er-a-S, " ,Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c _,:aer-a-: 2 ,Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ,Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,:aer-a-: 9 ,Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ,Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ,Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2,:a er-a-: 7 ,Y_chr-Ccu-curb-sc_rcp-c) - S--- Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Un-s ae-gh� cf 62.900 'a-er-a- ?rcf--es ( prof --es Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 Prcf--e: ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "85.00 385.00 "85.00 Prcf--e: 2 ,2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "60.00 385.00 "60.00 Prcf--e: 3 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "56.00 385.00 "56.00 Prcf--e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 0.00 "00.00 385.00 "00.00 Prcf--e: 5 ,2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrec�_ 0.00 97.00 385.00 97.00 Prcf--e: 6 ,2 pc -nos; Y_a�er-a- beneaih: 5 - S-urry 85.00 "85.00 388.00 "85.00 Prcf--e: 7 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 88.00 "85.00 988.00 "85.00 Prcf--e: 8 ,2 pc -n s, a er-a- beneaih: 6 - C -ay 88.00 "60.00 988.00 "60.00 Prcf--e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 88.00 "56.00 988.00 "56.00 Prcf--e: "0 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 88.00 "00.00 988.00 "00.00 Prcf--e: "" ,2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 85.00 97.00 988.00 97.00 S-cpe Surface ,9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ,9 pc -n= 0.00 _75.00 Fa--ure Surface "00.00 "00.00 "00.00 _75.00 355.00 185.00 325.00 175.00 In -a- c-rcu-ar surface fcr cr-_ca- search def-ned by: XL,XR,R "nersec�s: 2L: "05.00 YL: "0.67 2R: 905.00 YR: Cen_re: n. 67.38 YC: 958.76 Radius: R: Earinguas_e Fcrce Pseudc-sJa�-c earinguas_e (se-sn±c) cceff-c-en: 0.070 Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs-�-cns w -Ti -n range: XL X R R "0.00 50.00 75.00 20 20 50 .00 185.00 .00 175.00 185.00 362.50 RESULS: ina-ys-s " - Case 4 - Fu-- Reservc-r EQ B-shcp S-np__f-ed `ethcd cf Yna-ys-s - T,rcu-ar Fa--ure Surface Cr -ca- Fa -lure Surface Search us-ng Y_u -ple C-rcle Cenera-cn Techniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 2.62 Pna-ys-s Su1T11Tlar'y There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca- ;m -n -mum; Fac cr cf Sate -_y: ',19 Resu- s Sununary - Lcwes 99 Sac cr cf Safe y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Centre Y -Centre Radius FoS 05.00 -0.67 905.00 "85.00 "67.38 5.8.76 362.50 1.792 <-- Critical Surface 2 "05.00 -0.67 905.00 "85.00 "67.89 57.12 360.97 1.819 3 05.00 -0.67 905.00 "85.00 "68.29 .9 359.44 1.838 9 "09.97 "0".99 905.00 "85.00 -67.3 362.50 1.80 05.00 -0.67 905.00 "85.00 68.7957.91 1.858 6 "09.97 "0".99 90`•.00 8`.00 "67 `8 56.00 360.97 1.866 "05.00 -0.67 907.63 "85.00 69.57 5.8.7 362.50 1.875. 8 "05.00 -0.67 905.00 "85.00 "69.20 52.21 356.38 1.878 9 "09.97 "0".99 905.00 "85.00 "68.03 ,5.27 359.44 1.885 0 "03.95 "0".32 905.00 "85.00 "66.878.31 362.50 1.894 05.00 -0.67 905.00 "85.00 "69.66 50.57 1.897 5 ; "0.00 "0.67 907.63 8`.00 70.02 56,73 360.97 1.'897 3 09.97 "0".99 905.00 "85.00 "68.99 53.6357.91 1.908 9 "03.95 "0".32 905.00 "85.00 "67.32 56.68 360.97 1.909 09.97 "0".99 907.63 "85.00 "69.3" 5.8.15 362.50 1.919 6 "05.00 "0.67 907.63 8`.00 70.97 55.09 359.== 1.920 05.00 -0.67 905.00 "85.00 -70."" 8.93 353.32 1.920 8 09.97 "0".99 905.00 "85.00 "68.99 51.99 356.38 1.921 9 "03.95 "0".32 905.00 "85.00 "67.78 ,5. 04 359.44 1.928 20 "03.92 -0 -9 905.00 "85.00 "66.6" 58.09 362.50 1.930 2- "05.00 -0.67 907.63 "85.00 "70.92 5. 157.91 1.932 22 "09.97 "0".99 907.63 8`.00 "69.76 36.5.1 360.97 1.935 23 "05.00 -0.67 905.00 "85.00 70.57 -47.29 351.79 1.935 29 "09.97 "0".99 905.00 "85.00 "69.90 450.35 35.85. 1.937 25 "03.95 "0".32 905.00 "85.00 "68.23 53.40 357.91 1.939 26 "03.92 "0 "9 90`.00 8`.00 "67.07 56.5. 360.97 1.93 27 "05.00 -0.67 90.26 "85.00 7.74 57.97 362.50 1.947 28 "05.00 -0.67 907.63 "85.00 .37 461.81 356.38 1.99 29 "09.97 "0".99 907.63 8`.00 70.2 5..87 359.== 1.950 30 "05.00 -0.67 905.00 "85.00 7.03 -5.64 350.26 1.952 3- 03.95 "0".32 907.63 "85.00 "69.05 5.7.92 362.50 1.953 32 "09.97 "0".99 905.00 "85.00 "69.86 '.71 353.32 1.953 33 03.95 "0".32 905.00 "85.00 "68.69 51.76 356.38 1.955 39 "03.92 -0 -9 905.00 "85.00 "67.52 .82 359.44 1.958 35 02.89 "00.96 905.00 "85.00 "66.36 5.7.87 362.50 1.962 36 "05.00 -0.67 90.26 "85.00 "72.9 56.33 360.97 1.963 37 "05.00 -0.67 907.63 "85.00 7.83 50.16 3585. 1.965 38 "09.97 "0".99 907.63 8`.00 "70.66 .23 .01 1.966 29 "03.95 "0".32 907.63 "85.00 "69.50 56.28 360.97 1.968 90 "05.00 -0.67 905.00 "85.00 7.48 .00 38.72 1.969 9- "09.97 "0".99 905.00 "85.00 "70.3" “7.06 351.79 1.969 92 "03.95 "0".32 905.00 "85.00 -69.5 50.12 3585. 1.971 5 93 "0.00 "0.67 905.00 8`.00 7.94 ==2.5 - .11 1.973 99 "03.92 -0 -9 905.00 "85.00 "67.98 5u 18 357.91 1.973 95 "05.00 -0.67 907.63 "85.00 72.28 L8.5.2 353.32 1.975 96 "02.89 "00.96 905.00 "85.00 "66.8" 56.23 360.97 1.977 97 "05.00 "0.67 90.26 8`.00 72.69 5.6'E 359.== 1.97'8 98 "09.97 "0".99 90.26 "85.00 7.48 362.50 1.980 99 "09.97 "0".99 90`.,.00 8`,.00 "0 .1 350.26 1.9'80 50 "09.97 "0".99 907.63 "85.00 51.58 356.38 1.982 09.97 "0".99 907.63 8`.00 9.9= 1.983 "03.95 "0".32 907.63 8`.00 "69.96 .6= 359.== 1.9'8 53 09.97 "0".99 90.26 "85.00 7.93 =56.10 360.97 1.986 59 "03.92 -0 -9 907.63 "85.00 "68.80 7.70 362.50 1.986 03.95 "0".32 905.00 "85.00 "69.60 353.32 1.987 56 "03.95 "0".32 905.00 "85.00 "70.06 6.83 351.79 1.989 "05.00 -0.67 90.26 "85.00 "73.09 53.04 357.91 1.989 8 "03.92 -0 -9 905.00 "85.00 "68.99 51.54 356.38 1.989 9 "05.00 -0.67 907.63 "85.00 "72.73 6.87 351.79 1.990 60 "03.95 -0.32 907.63 "85.00 "70.9" 53.00 357.91 1.991 6- "05.00 -0.67 905.00 "85.00 "72.90 40.705.66 1.992 62 "02.89 "00.96 905.00 "85.00 "67.27 .59 359.44 1.992 63 "09.97 -0.99 905.00 "85.00 -.23 38.72 1.994 69 "02.37 "00.79 905.00 "85.00 -66.0 5.7.64 362.50 1.996 65 "03.92 -0 -9 905.00 "85.00 "68.89 9.90 5.85 1.997 66 "05.00 -0.67 9"2.89 "85.00 "73.90 5.7.56 362.50 1.998 67 "05.00 -0.67 90.26 "85.00 "73.9 51.39 356.38 1.999 68 "03.92 -0 -9 907.63 "85.00 "69.25 456.06 360.97 1.999 69 "05.00 -0.67 907.63 "85.00 73.9 5.22 550.26 2.000 70 "09.97 "0".99 90.26 8`.00 72.38 6 359.== 2.002 "05.00 -0.67 905.00 "85.00 72.86 39.04 3.13 2.002 72 "09.97 "0".99 907.63 8`.00 72.02 8.29 353.32 2.003 73 "09.97 "0".99 905.00 "85.00 7.69 4 2.12 347.19 2.005 74 "03.95 "0".32 9"0.26 "85.00 - -.22 57.52 362.50 2.006 .02.89 .00.96 905.00 .85.00 .67.72 452.95 157.91 76 .03.95 .10.1.32 907.63 .85.00 70.86 -51,36 356.38 77 "03.95 _0..32 905.00 .85.00 _70.52 -5.19 +50.26 78 .05.00 .0..67 4.2.89 .85.00 79.3`, .91 360.97 79 .02.89 .00.96 907.63 .85.00 -68.59 .5.7.0 362.50 80 .105. 00 .0..67 4.0.26 .85.00 .17399 =!9.Z 8. .03.92 .0.." . 9 907.63 85.00 .169..70 -.42 359.“ 82 "02.37 .00.79 905.00 .85.00 .66.56 456.01 360.97 83 .105. 00 .0..67 907.63 .85.00 "53.69 -- 7.72 89 .103.42 .10.1..14 905.00 .185.00 .169.3', 48.25 353.32 85 "09.97 .0..99 4.0.26 .85.00 72.83 452.'81 357.91 86 "09.97 .0..99 907.63 .85.00 72.98 -46.64 351.79 87 .105. 00 .10.1.67 905.00 .185.00 -73.32 07.39 342.60 88 0% 35 00.79 90`,.00 .85.00 .67.0. - - ▪ 35.9,== 89 "09.97 .0..99 90'5.,.00 .85.,.00 72..1', LLC'.=7 .66 90 .03.95 .10.1.32 4.0.26 .85.00 .67 860.97 . 9 .02.89 .00.96 905.00 .85.00 .168..18 451.31 356.38 92 .03.95 .0..32 907.63 85,.00 3z ==9.71 93 .05.00 .0..67 4. . 2.89 85.00 74.79 -.26 59.“ 99 .03.95 .0..32 905.00 .85.00 -70.98 - 38.72 95 .05.00 .0..67 4.0.26 .85.00 .79.99 4=8.09 353.32 96 .03.92 .0.."9 907.63 .85.00 70."5 =52.77 357.91 97 "09.97 .0..99 4.2.89 .85.00 73.69 . ▪ 62.50 90 .05.00 .0. . .67 907.63 8`.00 "79..0 “1.12 3.0.19 99 .103.42 .10.1..14 905.00 .185.00 .169.8.1 446.61 351.79 9r -ca_ 7a-_ure Surface ;c-rc_e 2.006 2.006 2.008 2.008 2.008 2.009 2.010 2.010 2.010 2.012 2.012 2.013 2.013 2.015 2.015 2.015 2.016 2.016 2.018 2.018 2.019 2.020 2.021 2.021 2.021 In-ersec_s: 2L: "05.00 YL: "0".67 2R: 905.00 YR: 185.00 5en_re: YC"67.38 YC: 958.76 Rad-us: R: 862.50 2enera_ed fa--ure surface: ;20 pc -_s) "05.00 "0".67 - 99.-i"_4 "38.59 970 155.50 96.5 172.44 9.37 96.93 X06.29 98.35 223.03 "00.56 239.70 103 256.22 272 59 5 288.62 ."9 309.95 i8 17 319.97 129.9 335.17 399.99 95.6" 369.92 "_5A.99 378.92 "69.02 391.95 17.20 05.00 - Gecm.e=y and Prcper�-es - Cr -ca- Fa--ure Surface ;c-rc-e 96.29 107.31 137.0 1'' .00 SI -S Base Pcre;ater Normal Test 'r; Lef_ AreaF.ng"e ?-d_h Leng_h '_a_" 5ches"cn Phi Weight Force Stress Factor .05.00 7.90 -8.6 53 59 2 0.00 3.5.0 92.93 25733. 20 4691.02 1.07 2 ""0.53 22.20 -8.6 5.53 5.59 2 0.00 X5.0 277.77 26023.96 4921.05 1.07 3 ""6.06 38.28 -8.6 5.69 3 .00.00 18.0 482.63 27078.79 5155.57 1.04 q 2_ 83 -5.9 8,42 8.47 3 .00.00 1'8.0 1066.00 -031.71 522.0'2 1.02 30. 7 "_"_4.75, 9 8.42 8.97 3 .00.00 18.0 1 X85.29 .0 7 .19 5725.0'5 1.02 6 "38.59 "2".09 7..18 7..19 3 .00.00 18.0 15..x,8.22 3921.87 5969.32 1.01 "95.78 .96.05 3.2 9.73 9.79 9 2000.00 20.0 25015. 3.3 7.25 6276.87 1.01 50 "98.99 -0.5 8.97 8.97 9 2000'.00 20.0 2559.62 41526.66 6445.61 1.00 9 '63,97 223.57 -0.5 8.97 8.97 9 2000.00 20.0 2 X2.44 41568.75 6633.96 1.00 "0 72.99 296.30 2 8.96 8.97 9 2000.00 20.0 31267 .15.06.38 672.64 0.99 -80.90 267.50 2." 8.96 8.97 9 2000.00 20.0 3.387 . 41339.36 6855.53 0.99 "% 89.37 286.8 9.8 8.99 8.97 3 .00'.00 1'8.0 ..61 9.26 .1068.5.5 697'8.'89 0.99 3 .97.80 303.9. 9.8 8.99 8.97 3 .00.00 18.0 38260.3'8 40692.83 7052.93 0.99 "9 206.29 236.82 6.28 6.39 3 .00.00 1'8.0 29726.5 301=0.70 707.5'8 0.99 2"2.52 299.78 6.28 6.39 3 .00.00 18.0 30,.:'.:.97 2981.16 7087.62 0.99 "E %"Y 8" 69 27 9.23 9.27 2 0.00 3.5.0 21159.21 19'8'87.3'8 70=5.92 0.96 223.03 392 .0.2 8.39 8.97 2 0.00 3.5.0 .2'1'.'82 892.5- 70'0'2.76 0.95 8 ?K.37 -j5, ,5, 0.2 8.39 8.97 2 0.00' 5.0 . 1 5.19 8152.51 698..52 O. 95 9 ?39.70 858.79 %.8 8.26 8.97 2 0.00 .0 7259.98 6'897.6'6 0.9= 20 297.96 365.96 "2.8 8.26 8.97 2 0.00 5.0 .'1 3626-.9'E 6'830.15 0.94 2" 256.22 269.67 5.89 6."" 2 0.00 35.0 33083.35 25513..89 6709.6 0.94 ?2 262."_"_ 266.60 5.89 G 0.00 3.5.C' 332=.39 24119.7 6625.83 0.9= 23 268.00 206.57 9.59 9.7" 2 0.00 35.0 25803. 56 19737.01 8.40 0.94 29 272.59 390.99 "8.2 7.96 7.86 2 0.00 X5.0 2520.63 30362.70 6386.20 0.93 25 280.00 399.33 "8.2 8.62 9.08 2 0.00 X5.0 49119.24 3586.27 6217.65 0.93 26 288.62 360.39 20.9 7.9. 8.97 2 0.00 X5.0 4891.10 29779.35 5980.62 0.93 27 296.59 357.38 20.9 7.9. 8.97 2 0.00 X5.0 -514.70 2918.57 5771.56 0.93 28 309.95 396.06 23.6 7.76 8.97 2 0.00 3.5.0 .3102.20 2693.21 505.'83 0,93 j9 3"2 2" 339.87 23.6 7.76 8.97 2 0.00 3.5.0 .2329.12 2470 242.04 0.93 30 3"9.97 2"6.00 26.2 5.03 5.60 2 0.00 X5.0 26899.70 15318.91 -973.97 0.93 3" 325.00 2"9.9" 26.2 5.08 5.67 2 0.00 X5.0 26699.97 1616.02 820.59 0.93 32 330.08 2"0.29 26.2 5.08 5.67 2 0.00 X5.0 2618.93 13730.15 4710.39 0.93 33 335 297.69 28.9 7.4.1 8.97 2 0.00 3.5.0 37056.52 1'8772.97 505.01 0.94 39 392.58 285.6" 28.9 7.4. 8.97 2 0.00 3.5.C' 35552.73 1660'9.69 .292.'81 C'.9= 38 349.99 '88,32 3".6 5.0. 5.88 2 0.00 3.5.0 23065.00 10213.57 050.62 0.95 36 355.00 K4.73 3".6 9.92 ..06 2 0.00 X5.0 39153.32 1615.65 3634.06 0.95 37 369.92 66."5 39.3 2.22 2.69 2 0.00 X5.0 822.29 3316.14 3180.96 0.96 38 366.69 "58.53 39.3 5.87 5..0 6 50.00 16.0 19757 87 ,536.57 3121.32 1.09 39 372.5" .38.70 39.3 5.90 5."9 2 0.00 35.0 16962.21 5789.01 239.87 0.96 90 378.92 "2".80 36.9 6.58 8.29 2 0.00 3.5.0 15225.57 =370.1 1908.16 0.97 9" 385.00 99.70 36.9 3.00 3.75 0.00 -5.0 4917.3= 117.92 1244.95 0.'88 92 388.00 98.58 36.9 3.95 9.95 2 0.00 3.5.0 6072.51 705.'83 1219.3'8 0.97 93 39".95 52.89 39.6 6.52 8.97 2 0.00 3.5.0 6604.50 0.00 764.99 0.98 99 398.98 "7.6. 39.6 6.52 8.97 2 0.00 35.0 2201.9 0.00 255.00 0.98 X-SArea: 9928."9 Path Length: 32".79 'r; -S Weight: 11799'82.62 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?G "-n-ng S -e\S-cpe S_ab y\Ga na\Y_cde-s\DPG Cane 5 RD EQ.gmf Processed: 30 Jul 2019 12:1:23 E "1: ina-ys-s " - Case 5 - Rap -d Draw Dcwn EQ va-er-a- ?rcper�-eS ;7 ma�er-a-Si Ya er-a-: " ;Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c 7'_aer-a-: 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Grave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c '_aer-a-: 3 ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '_aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5 ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c Yaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c Ya er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Un ae-gh_ cf 62.900 'a-er-a- Prcf--es ( prof --es Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 200.00 932.00 200.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "52.00 932.00 "52.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "50.00 932.00 "50.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 932.00 "00.00 Prcf-"e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 0.00 97.00 932.00 97.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 5 - S-urry 932.00 200.00 935.00 200.00 Prcf--e: 7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 935.00 200.00 ,-5.00 200.00 Prcf--e: 8 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 935.00 "52.00 5.15.00 "52.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 935.00 "50.00 ,-5.00 "50.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 935.00 "00.00 ,-5.00 "00.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 932.00 97.00 5-x.00 97.00 SS-cpe Surface ;9 pc -_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 900.00 200.00 370.00 190.00 In -_a- crcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R Iriersecs: XL: "02.50 YL: "00.83 XR: 960.00 YR: Cen_re: n. 9.07 YC: 975.5" Radius: R: Earinguas_e Fcrce Pseudc-sJa�-c earinguas_e (se-sn±c) cceff-c-en: 0.070 Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns ,a -_h -n range: XL X R R 5.00 30.00 20.00 20 20 50 RESUL- 1 : D.na- s -s - 7ase - Rap -d Dra 1 Dc In EQ B-shcp S-mp__f-el `ethcd cf D.na-ys - rcu-ar Fa--ure Surface 515.00 200.00 515.00 190.00 200.00 X85.00 Cr_--ca- Fa--ure Surface Search us-ng vu -p -e C-rc-e Cenera�-cn-echniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: Ana-ys-s SuIIilTlary r79 There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces Cr -ca- ;m -n -mum; Fac cr cf Sate -_y: - r0 Resu- s Sununary - Lcwes 99 rac cr cf Sate -_y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 02.50 "00.83 960.00 200.00 9.07 ,75.51 3'85.00 1.303 <-- Critical Surface 2 "02.50 "00.83 960.00 200.00 9.20 =75.06 8,.59 1.30, 3 02.50 "00.83 960.00 200.00 9.32 .61 38,.18 1.305 9 "02.50 "00.83 960.00 200.00 9.95 -,4.16 Q 78 1.305 02.50 "00.83 960.00 200.00 9" 3.71 ib3.37 1.3.06 6 02.29 "00.75 960.00 200.00 "90.95 ,75.39 3'85.00 1.306 "02.50 "00.83 960.00 200.00 9.70 ,73.26 382.96 1.306 8 "02.29 "00.75 960.00 200.00 9.07 =7,.9, =.59 1.307 9 "02.50 "00.83 960.00 200.00 9.82 ,72.81 382.55 1.307 0 "02.29 "00.75 960.00 200.00 9.20 ,7,.,9 38,.18 1.307 02.50 "00.83 960.00 200.00 92.82 ,69.21 379.29 1.308 2 "02.29 "00.75 960.00 200.00 -9.32 ,7,.0, 383.78 1.308 3 02.50 "00.83 960.00 200.00 9" 95 2.6 382.1, 1.308 9 "02.50 "00.83 960.00 200.00 92.70 ,69.66 379.69 1.308 02.29 "00.75 960.00 200.00 9.95 =,3.59 383.3.7 1.308 -6 02.50 "00.83 960.00 200.00 -92.57 0.11 380.10 1.3.09 02.29 -00.75 960.00 200.00 -92.95 ,69.99 380.10 1.309 8 0.97 -00.66 960.00 200.00 -90.83 ,75.26 385.00 1.309 9 -02.50 -00.83 960.00 200.00 -92.07 ,71.91 381.73 1.309 20 -02.50 -00.83 960.00 200.00 -92.95 ,70.56 380.51 1.309 2- -02.29 -00.75 960.00 200.00 -92.2 ,70.,, 380.51 1.309 22 -02.29 -00.75 960.00 200.00 -9-.5 X73.1, 382.96 1.3.09 23 -0.97 -00.66 960.00 200.00 -90.95 ,7,.82 38,.59 1.309 29 -02.50 -00.83 960.00 200.00 -92.20 ,71.,6 381.33 1.309 25 -02.50 -00.83 960.00 200.00 -92.2 ,71.01 380.92 1.309 26 -02.29 -00.75 960.00 200.00 -92.20 ,70.89 380.92 1.310 27 -0.97 -00.66 960.00 200.00 -92.07 ,70.77 380.92 1.310 28 -02.50 -00.83 963.6 200.00 -93.6- ,7,.90 385.00 1.310 29 -0.97 -00.66 960.00 200.00 -9.08 x'3,.18 1.310 30 -02.29 -00.75 960.00 200.00 9.70 ,72.69 382.55 1.310 3- 02.29 -00.75 960.00 200.00 92.07 ,71.3, 381.33 1.310 2 -0.97 -00.66 960.00 200.00 9" 95 22 381.33 1.310 33 02.50 -00.83 96.58 200.00 92.96 ,72.95 382.96 1.310 39 -02.29 -00.75 960.00 200.00 9" 95 9 381.73 1.310 35 0.97 -00.66 960.00 200.00 9.20 =73.92 383.78 1.310 36 -0.97 -00.66 960.00 200.00 9.82 471.67 381.73 1.310 37 -0-.7- -00.57 960.00 200.00 9.70 ,71.55 381.73 1.311 38 -02.29 -00.75 96.58 200.00 92.72 =73.28 37 1.311 .9 02.29 00.7` 960.00 200.00 9.82 ,72.2, 3'82.1, 1.311 90 -02.50 -00.83 96.58 200.00 92.89 -,3.,0 383.37 1.311 9- -0.97 -00.66 960.00 200.00 9.70 ,72.12 382.1, 1.311 92 -0-.7- -00.57 960.00 200.00 9.58 ,72.00 382.1, 1.311 93 -0.97 -00.66 96.58 200.00 92.97 =73.61 383.78 1.311 99 -0.97 -00.66 960.00 200.00 9- r 3 ▪ 1.311 95 -02.29 -00.75 96.58 200.00 -92.59 311 96 -0-.7- -00.57 960.00 200.00 -90.70 ,75.1, 385.00 1.311 97 -02.50 -00.83 96.58 200.00 -92.72 78 1.311 48 0.97 00.66 960.00 200.00 r 2. 382.383.55 1.311 99 -0-.7- -00.57 960.00 200.00 9.95 ,72.,5 382.55 1.311 50 -0.95 -00.98 960.00 200.00 9" r 3 ,72.2 382.55 1.312 0.97 -00.66 96.58 200.00 92.39 -7,.06 3,.18 1.312 2 -02.29 -00.75 96.58 200.00 -92.97 =7,.18 3'3,.18 1.312 02.50 -00.83 96.58 200.00 -92.59 30 3,.18 1.312 59 -0-.7- -00.57 960.00 200.00 -90.83 -,,.69 =.59 1.312 0.97 -00.66 960.00 200.00 9.95 =73.02 382.96 1.312 56 -0-.7- -00.57 960.00 200.00 9" r 3 ,72.90 382.96 1.312 -0-.95 -00.98 960.00 200.00 9.20 ,72.77 382.96 1.312 8 -0-7- -00.57 96.58 200.00 92.0 ,7,.39 =.59 1.312 9 -02.50 -00.83 960.00 200.00 -92.95 68.76 78.88 1.312 60 -0.97 -00.66 96.58 200.00 -92.22 1.51 =.59 1.312 6- -02.29 -00.75 96.58 200.00 -92.39 ,.63 =.59 1.312 62 -0-.7- -00.57 960.00 200.00 9.20 ▪ 1.312 63 -0-.95 -00.98 960.00 200.00 9.08 =73.22 383.3.7 1.312 69 -0-.7- -00.57 960.00 200.00 -90.95 =7,.25 38,.18 1.312 65 -0-.-8 -00.39 960.00 200.00 -90.96 =73.10 ▪ 1.312 66 -02.50 -00.83 960.00 200.00 93.07 ,68.31 1.313 67 -0-.7- -00.57 96.58 200.00 9" 97 3'w5.00 1.313 68 -0-.7- -00.57 960.00 200.00 9.08 -73.80 383.78 1.313 69 -0.97 -00.66 96.58 200.00 92.0 =7,.96 3'85.00 1.313 70 -0.95 -00.98 960.00 200.00 -90.95 =73.67 8 7 8 1.313 -0-.-8 -00.39 960.00 200.00 -90.83 1.313 72 -02.50 -00.83 960.00 200.00 -93.20 ,67.85 378.06 1.313 73 -02.50 -00.83 96.58 200.00 -92.39 ,75.20 385.00 1.313 79 -02.29 -00.75 960.00 200.00 -92.51 ,69.5, 379.69 1.313 -0-.95 -00.98 960.00 200.00 -90.83 -,,.12 38,.18 1.313 76 "0"."8 "00.39 960.00 "02.50 "00.83 96.58 78 02.24 00 7`, 960.00 79 "0.95 "00.98 960.00 80 "0"."8 "00.39 960.00 8" "0.95 "00.98 960.00 82 "00.92 "00.3" 960.00 83 "02.50 "00.83 96.58 89 "02.29 "00.75 960.00 85 "02.50 "00.83 96.58 86 "00.92 "00.3" 960.00 87 "0.97 "00.66 960.00 88 "0"."8 "00.39 960.00 89 "02.50 "00.83 963.6 90 "0.97 "00.66 960.00 9" "02.29 "00.75 96.58 92 "02.50 "00.83 963.6 93 "0.97 "00.66 960.00 99 "0.7" "00.57 960.00 95 "02.29 "00.75 96.58 96 "0.7" "00.57 960.00 97 02.24 00 .75, 963." 6 98 "0.7" "00.57 960.00 99 "02.50 "00.83 960.00 9r -ca_ a-_ure Surface ;c-rc_e " Inersec�s: 2L: "02.50 YL: Cen_re: YC" 9.07 YC: 2enera�ed fa--ure surface: ;20 pc-n.s "02.50 00.83 "22.99 ?03.7 90.1_ 223.90 303,76 "07,37 323,08 396."" 99.65 93.06 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 "00.83 90.7" 7.00 08.18 1.313 93.2" 72.05 3'82.12 1.312 92.70 69.09 379.29 1.312 90.58 75.02 385.00 1.312 90.58 .38.5.9 1.312 90.70 57 i8.5.9 1.312 90.96 8.59 1.312 92.97 59 1.312 92.82 6'8.63 1.312 93.09 72.50 3'82.55 1.312 90.33 385.00 1.31 93,30 _70,32 3'80.51 1.312 90.96 7.90 385.00 1.312 93.73 59 1.315 9?.? 69.'8, 380.10 1.315 92.89 72.83 382.96 1.315 93.86 7.00 3.8.18 1.315 92.95 69.1 379.69 1.315 9.83 71.10 381.33 1.316 92.22 75.08 385.00 1.316 9" 95 70.65 080.92 1.316 93.99 L7L.7R 385.00 1.316 92.08 70.19 380.51 1.316 93.32 67.0 3,,.65 1.317 2R: 960.00 YR: 200.00 Rad-us: R: 385.00 96.67 "92.58 9.5; 162.85 91.52 183.19 90.59 9" 9" 299.Th 99.1'8 26.22 97.52 28.13 101.92 3.89 392.02 "2".33 360.52 129.81 378.59 139.26 "60.95 929.39 "7.13 5.05 186.16 =60.00 200.00 - Cecmery and Prcper�-es - Cr -ca- Fa--ure Surface (c-rc-e ", -- slices) S_ -S Base Pcre;ater Normal Test 'r; Let Area F.ng"e WLhh Length '_a7" 5ches"cn Phi Weight Force Stress Factor 02.50 9.32 -.8 3.99 9.08 2 0.00 X5.0 520.22 275.59 13.85 1.15 2 "06.99 29.57 -.8 "9 39 3 "00.00 18.0 .7'2.i8 1885.03 557.80 1.08 3 3.68 57.59 -.8 9 39 3 "00.00 18.0 757.29 3670.8 1083.5.8 1.08 9 "20.87 6.28 ".8 ".60 9 2000.00 20.0 211.53 1037.82 1731.77 1.08 "22.99 "33.50 -8.8 "0.07 "0.9 9 2000.00 20.0 173.0.71 8228.28 2010.32 1.06 6 "32.5" "82.88 -8.8 "0.07 "0.9 9 2000.00 20.0 23770.57 1156.26 2663.23 1.06 92.58 23.29 "0.3 "0.9 9 2000.00 20.0 30028.98 1501.33 3165.38 1.03 275.76 "0.3 "0.9 9 2000.00 20.0 3.5759.71 17293.83 3739.20 1.03 62.85, 38,88 -?.7 0.7 0.9 9 2000.00 20.0 !1275..3 19919.'89 157.69 1.01 0 "73.02 358.25 -2.7 "0.7 "0.9 9 2000.00 20.0 627.18 22379.15 -652.2 1.01 8F.9 392.32 0.3 "0.9 "0.9 9 2000.00 20.0 5093.9 2668.12 988.11 1.00 2 "93.38 929.27 0.3 "0.9 "0.9 9 2000.00 20.0 55178.1 26787.20 5203.55 1.00 ?03.',7 959.67 3.9 0.7 0.9 9 2000.00 20.0 58921.60 2873.29 5657.61 0.99 9 2"3.73 988.03 3.9 "0.7 "0.9 9 2000.00 20.0 62369.53 30506.29 599.02 0.99 223.90 ".27 6.9 "0.2 "0.9 9 2000.00 20.0 65127.76 32102.07 6167.05 0.98 6 239.02 53.92 6.9 "0.2 "0.9 9 2000.00 20.0 6777.'8 3526.09 6225.12 0.98 299."5 38.2" 9.9 5.85 5.93 9 2000.00 20.0 20276.05 20129.06 681.22 0.97 250.00 332.08 9.9 6.00 6.08 9 2000.00 20.0 21896.91 21006.06 6582.22 0.97 9 256.00 286.89 9.9 5.0 9 2000.00 20.0 36083.0= 18122.80 6676.86 0.97 20 26.0 "79.08 9.9 3.9 3.9 3 "00.00 18.0 2290.85 11327.72 6998.53 0.97 2" 269.29 698.00 "2.5 .20 ".97 3 "00.00 18.0 81109.57 2112.18 7035.52 0.97 22 275.99 5"2.92 "2.5 8.69 8.90 2 0.00 X5.0 63966.21 3278.02 6970.03 0.92 23 289.3 586.25 9.8" "0.9 2 0.00 X5.0 73182.73 37963.12 6972.59 0.90 29 293.95 59".69 9.82 "0.9 2 0.00 X5.0 73856.63 38312.22 7036.77 0.90 25 303.76 589.70 "8.5 9.66 "0.9 2 0.00 35.0 72990.35 3881.12 6981.05 0.89 26 33.92 589.2_ "8.c 9.66 "0.9 2 0.00 35.0 72967.62 0069.17 6978.88 0.89 27 323.08 570.96 2.6 9.97 "0.9 2 0.00 35.0 71212.25 8276.3- 6859.23 0.89 28 332.55 569.90 2.6 9.97 "0.9 2 0.00 X5.0 70517.58 37903.22 6792.33 0.89 29 392.02 599.25 29.6 9.26 "0.9 2 0.00 X5.0 67938.03 373.50.89 6611.51 0.88 0 35".28 533.57 29.6 9.26 "0.9 2 0.00 35.0 66603.30 36618.08 681.62 0.8'8 360.59 530.89 27.6 9.96 "0.67 2 0.00 3.5.0 66260.29 373885 6238.00 0.8'8 2 370.00 46758 27.6 8.9 9.70 2 0.00 .0 361. 32066.0 6027 0.' 33 378.`•9 9`9.69 30.7 8.76 "0.9 2 0.00 .0 .65 30599.05 5692.23 0.'1 9 38 3` 92° 0.7 8.76 "0.9 2 0.00 3.5.0 5883.26 2729;.5 5398.33 0.'1 35 396. 70.92 33.7 3.53 9.29 6 50.00 16.0 213“.0 10361.3 .68.77 1.05 6 399.69 307.2 33.7 6.7" 8.07 2 0.00 3.5.0 38390.3.6 18000.86 800.16 0.8'8 7 906.35 277.09 33.7 6.7" 8.07 2 0.00 3.5.0 3636.18 157".34 31.66 0.8'8 8 93.06 293.93 36.7 8.6 "0.9 2 0.00 35.0 3670.70 16527.82 0677.05 0.89 9 92.23 299.20 36.7 8.6 "0.9 2 0.00 35.0 30525.10 12656.7 302.76 0.89 90 929.39 67.27 39.8 2.6" 3.39 2 0.00 35.0 808.56 2., 25.31.8 0.90 9" 932.00 70.35 39.8 3.00 3.90 0.00 15.0 7738.12 3275.02 1901.37 0.79 92 935.00 "8 "2 39.8 "0.05 "3.07 2 0.00 3.5.0 22639.87 6523.12 1711.28 0.90 93 995.05 99.93 92.8 9."5 5.65 2 0.00 3.5.0 6178.20 676.77 103.'83 0.91 99 999.20 59.0" 92.8 "0.80 "9.72 2 0.00 35.0 6751.20 0.00 17.1 0.91 X-SArea: "9875.96 Path Length: 387.0`, X -S Weight: 1'8^3990.25 LFN_. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I consulting ?rcjec : D?C S' e • ?:A8""9 D?C -n-ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 5 Full EQ.gmf Prccessed: 30 Jul 209 "3::28 E _A: ina-ys-s " - Case - Fu-- Reservc-r EQ va-er-a- ?rcper�-eS ,7 ma�er-a-S, Ya erra-: " ,Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c _,:aer-a-: 2 ,Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c '-aerra-: 3 ,Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,:aer-a-: 9 ,Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ,Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c Yaea : 6 ,Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2,:a er-a-: 7 ,Y_chr-Ccu-curb-sc_rcp-c) - S--- Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Un-s ae-gh� cf 62.900 'a-er-a- ?rcf--es ( prof --es Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 Prcf--e: ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 200.00 932.00 200.00 Prcf--e: 2 ,2 pc -n s; a er-a- beneaih: 6 - C_ay 0.00 "52.00 932.00 "52.00 Prcf--e: 3 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "50.00 932.00 "50.00 Prcf--e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 0.00 "00.00 932.00 "00.00 Prcf--e: 5 ,2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrec�_ 0.00 97.00 932.00 97.00 Prcf--e: 6 ,2 pc -nos; Y_a�er-a- beneaih: 5 - S-urry 932.00 200.00 935.00 200.00 Prcf--e: 7 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 935.00 200.00_5.00 200.00 Prcf--e: 8 ,2 pc -n s, a er-a- beneaih: 6 - C_ay 935.00 "52.00 5.15.00 "52.00 Prcf--e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 935.00 "50.00_5.00 "50.00 Prcf--e: "0 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 935.00 "00.00_5.00 "00.00 Prcf--e: "" ,2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 932.00 97.00 5_5.00 97.00 S-cpe Surface ,9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ,9 pc -n= 0.00 "90.00 Fa--ure Surface "00.00 "00.00 "00.00 "90.00 900.00 200.00 370.00 190.00 In -a- c-rcu-ar surface fcr cr-_ca- search def-ned by: XL,XR,R Iriersec�s: XL: "05.00 YL: "0.67 XR: 960.00 YR: Cen_re: n. 87.72 YC: 993.02 Radius: R: Earinguas_e Fcrce Pseudc-sJa�-c earinguas_e (se-sn±c) cceff-c-en: 0.070 Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs-�-cns w -Ti -n range: XL X R R "0.00 30.00 50.00 20 20 50 515.00 200.00 515.00 190.00 200.00 22,22 RESULS: ina-ys-s " - Case - Fu-- Reservc-r EQ B-shcp Snp__ted `ethcd cf Ana-ys-s - T,rcu-ar Fa--ure Surface Cr -ca- Fa -lure Surface Search us-ng Y_u -ple C-rcle Cenera�-cn-echniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: Ana-ys-s SuIIilTlary 2.223 There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca- ;m -n -mum; Fac cr cf Sate -_y: 2.09 Resu- s Sununary - Lcwes 99 rac cr cf Safe y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 "0.67 960.00 200.00 "87.72 93.02 O0.00 2.035 <-- Critical Surface 2 "05.00 "0.67 960.00 200.00 "88.02 491.91 398.98 2.040 3 05.00 "0.67 960.00 200.00 "88.69 89.69 396.94 2.042 9 "05.00 "0.67 960.00 200.00 "88.33 90.80 397.96 2.043 05.00 "0.67 96.58 200.00 "89.00 92.75 400.00 2.045 6 "09.97 "0".99 960.00 200.00 "87.77 91.68 398.98 2.0O "09.97 "0".99 960.00 200.00 "87.96 92.79 400.00 2.048 8 "05.00 "0.67 960.00 200.00 89.? 87.O 39.90 2.050 9 "05.00 "0.67 960.00 200.00 "88.99 395.92 2.051 0 "05.00 "0.67 96.58 200.00 "89.6" 90.53 397.96 2.054 05.00 "0.67 96.58 200.00 "89.3" 91.64 398.98 2.055 2 "05.00 "0.67 960.00 200.00 "89.56 86.36 393.88 2.055 3 05.00 "0.67 963.6 200.00 "90.89 90.25 397.96 2.056 9 "05.00 "0.67 963.6 200.00 "90.59 91.36 398.98 2.056 09.97 "0".99 960.00 200.00 "88.08 90.5; 397.96 2.057 6 "05.00 "0.67 960.00 200.00 "90.99 83.02 390.82 2.058 05.00 "0.67 963.6 200.00 "90.28 92.47 400.00 2.058 8 05.00 "0.67 96.58 200.00 "90.53 O7.19 39.90 2.059 9 "05.00 "0.67 96.58 200.00 "89.92 89.42 396.94 2.059 20 "05.00 "0.67 960.00 200.00 "90.8 8.13 391.84 2.059 2" "09.97 "0".99 96.58 200.00 "88.75 492.51 400.00 2.059 22 "09.97 "0".99 960.00 200.00 "88.39 X89.6 396.94 2.061 23 "09.97 "0".99 960.00 200.00 "88.69 395.92 2.061 29 "05.00 "0.67 960.00 200.00 "89.87 85.25 392.86 2.061 25 "03.95 "0".32 960.00 200.00 "87.2" 492.55 400.00 2.062 26 "09.97 "0".99 963.6 200.00 "90.03 492.23 400.00 2.062 27 "05.00 "0.67 96.58 200.00 "90.23 08.30 395.92 2.064 28 "09.97 "0".99 960.00 200.00 "89.93 83.90 391.84 2.064 29 "09.97 "0".99 96.58 200.00 "89.05 491.40 398.98 2.064 30 "09.97 "0".99 960.00 200.00 "89.3" 86.12 393.88 2.065 3" 09.97 "0".99 96.58 200.00 "89.978.07 395.92 2.065 32 "09.97 "0".99 960.00 200.00 "89.62 85.01 392.86 2.065 33 09.97 "0".99 960.00 200.00 "89.00 87.24 39.90 2.066 39 "03.95 "0".32 960.00 200.00 "87.2 91.44 398.98 2.066 35 03.95 "0".32 960.00 200.00 "87.83 90.33 397.96 2.066 36 "05.00 "0.67 969.79 200.00 9.56 92.19 400.00 2.066 37 "05.00 "0.67 96.58 200.00 90.89 86.08 393.88 2.066 38 "09.97 "0".99 9 r `,8 %00.00 89.67 89.1'8 396.9= 2.066 39 "05.00 "0.67 960.00 200.00 90.80 81.90 389.80 2.066 90 "05.00 "0.67 963.6 200.00 9.20 89.13 396.94 2.067 9" "05.00 "0.67 969.79 200.00 9.86 91.08 398.98 2.069 92 "09.97 "0".99 9 r .58 200.00 89.36 90.29 397.96 2.069 93 "05.00 "0.67 96.58 200.00 9" 84.96 392.86 2.070 99 "05.00 "0.67 960.00 200.00 9 "0 80.79 2.070 95 "05.00 "0.67 969.79 200.00 92.7 89.96 397.96 2.070 96 "03.95 "0".32 960.00 200.00 "88.99 88.11 395.92 2.070 97 "03.95 "0".32 960.00 200.00 "88.9 89.22 396.94 2.071 98 "05.00 "0.67 963.6 200.00 9.50 88.02 395.92 2.071 99 "03.92 "0 "9 960.00 200.00 "86.96 92.32 400.00 2.072 50 "09.97 "0".99 963.6 200.00 "90.33 91.12 398.98 2.072 03.95 "0".32 960.00 200.00 "89.06 85.89 393.88 2.072 2 "03.95 "0".32 96.58 200.00 "88.50 92.28 400.00 2.072 03.95 "0".32 96.58 200.00 "89."" 90.06 397.96 2.073 59 "03.95 "0".32 960.00 200.00 "88.75 '7.00 39.90 2.073 05.00 "0.67 96.58 200.00 9.95 391.84 2.073 56 "05.00 "0.67 969.79 200.00 92.97 88.85. 396.9= 2.073 "05.00 "0.67 960.00 200.00 9.9" O9.67 387.76 2.073 8 0`.00 "0.67 966.32 200.00 9.99 89.67 397.96 2.07= 9 "03.95 "0".32 96.58 200.00 88.80 91.17 398.98 2.074 60 "09.97 "0".99 96.58 200.00 "90.28 86.95 39.90 2.075 6" "09.97 "0".99 960.00 200.00 "90.29 82.78 390.82 2.075 62 "05.00 "0.67 963.6 200.00 9.8" 86.90 39.90 2.075 63 "09.97 "0".99 963.6 200.00 "90.69 90.01 397.96 2.075 69 "05.00 "0.67 966.32 200.00 9.4 90.79 398.98 2.076 65 "05.00 "0.67 966.32 200.00 92.83 91.90 400.00 2.076 66 "03.92 "0 "9 960.00 200.00 "87.8 90.10 397.96 2.076 67 "05.00 "0.67 96.58 200.00 9.76 82.73 390.82 2.076 68 "05.00 "0.67 969.79 200.00 9.08 86.62 39.90 2.076 69 "03.92 "0 "9 960.00 200.00 87.27 91.21 398.98 2.076 70 "05.00 "0.67 969.79 200.00 "92.78 87.7 395.92 2.077 "03.92 "0 "9 96.58 200.00 "88.55 90.93 398.98 2.077 72 "05.00 "0.67 960.00 200.00 "9.72 O8.55 386.73 2.077 73 "09.97 "0".99 969.79 200.00 9" . 91.95 =00.00 2.078 74 "03.92 "0 "9 96".58 200.00 88.25 492.04 400.00 2.078 09.97 "0".99 96.58 200.00 76 "09.97 "0".99 960.00 200.00 "03.92 "0 9 960.00 200.00 78 "05.00 "0.67 963.6 200.00 79 "03.92 "0 9 960.00 200.00 80 "09.97 "0".99 963.6 200.00 8" "03.92 "0 9 960.00 200.00 82 "05.00 "0.67 96.58 200.00 83 "03.95 "0".32 960.00 200.00 89 "03.95 "0".32 963.6 200.00 85 "05.00 "0.67 960.00 200.00 86 "05.00 "0.67 963.6 200.00 87 "03.95 "0".32 96.58 200.00 88 "09.97 "0'".99 969.79 200.00 89 "09.97 "0".99 96.58 200.00 90 "09.97 "0".99 966.32 200.00 9" "09.97 "0".99 960.00 200.00 92 "02.89 "00.96 960.00 200.00 9 "09.97 " 2.99 969.79 200.00 99 "05.00 "0.67 963.6 200.00 95 05.00 0.67 960.00 200.00 96 "09.97 0_.99 963.6 200.00 97 "0'9.97 "0'".99 969.79 200'.00 98 "03.95 "0".32 960.00 200.00 99 "05.00 "0.67 966.32 200.00 9r -ca_ 7a-_ure Surface (c_rc_e Inersec�s: 2L: "05.00 YL: "0.67 Cen_re: YC"87.72 YC: 993.02 2enera�ed fa--ure surface: ;20 pc -nos) 05.00 "0.67 "29.8" 98.00 20.2 93.90 25.2 99.78 304 0,3, 32 23 ,0 39`.8` _.99 22.79 62.3` 90.50 90.`° 88,50 87,89 90.95 92.0'7 89.37 89,78 92.03 93.09 89.92 90.90 92.58 90.86 92.2 92.92 92.96 °25 92.22 89.68 0j 7, 5.8 81.6, 86.76 79 8.99 28.90 87.88 81.61 8.77 92.0'0 .94 90.'84 2 91.6, =80.55 92.08 7.9 ,b.67 7.07 .61 .66 100.56 393.88 389.80 39.90 393.88 12.91 12.91 395.92 389.80 392.86 =00,00 1 090,78;2 396.9= 398.98 392.86 =00,00 388.78 !00.00 395.92 392.86 382.65 395.92 396.9= 3.91.'74 396.9= 2R: 960.00 YR: 200.00 Rad-us: R: 00.00 - Cecmery and Prcper�-es - Cr -ca- Fa--ure Surface (c-rc-e ", -5 slices) 16.86 265.09 360.2 2.078 2.078 2.07 2.0'79 2.079 2.079 2.079 2.080 2.080 2.080 2.080 2.080 2.080 2.081 2.081 2.081 2.081 2.082 2.082 2.083 2.083 2.083 2.083 2.083 2.083 93.67 100.58 132.2= 1'86.66 1'7.99 28.75 39 60.00 93.03 10=.97 1-1.39 200.00 S_ -S Base P:re;ater Normal Test 'r; Let Area Fng"e W±dh Leng2 '_a_" Cches"cn Phi Weight Force Stress Factor 05.00 2.00 -0.5 9.00 9 2 0.00 3.5.0 2625.08 50928.2 5720.01 1.09 2 ""9.00 80.73 -0.5 "0.8" "0.99 3 "00.00 18.0 1026.66 6221.75 6186.13 1.05 3 29.8" 89.85 -7.6 7.98 7.59 3 "00.00 18.0 11530.80 52.52 6588.27 1.03 9 "32.29 95.06 -7.6 6.25 6.30 9 2000.00 20.0 12223.80 36730.18 6995.72 1.03 38.3 "3.27 -7.6 6.25 6.30 9 2000.00 20.0 15.83.7 37057.98 728.2 1.03 6 "99.78 27.65 -9.7 "0.09 "0.07 9 2000.00 20.0 2'8022.81 59763.69 R 1.02 "59.82 259.56 -9.7 "0.09 "0.07 9 2000.00 20.0 329.91 6028.68 7806.02 1.02 8 "69.86 200.85 -.8 "0.07 "0.07 9 2000.00 20.0 3'7525.51 6066.0 8031.90 1.01 9 "79.92 336.88 -.8 "0.07 "0.07 9 2000.00 20.0 3206.20 6088.85 8288.77 1.01 0 "89.99 37.99 0.07 "0.07 9 2000.00 20.0 2.95 60892.01 838.33 1.00 95.06 90.93 "0.07 "0.07 9 2000.00 20.0 51507.34 60775.69 8621.7 1.00 2 20.2 93".89 3.9 "0.05 "0.07 9 2000.00 20.0 5285.2 60500.16 8695.6 0.99 958.55 3.9 "0.05 "0.07 9 2000.00 20.0 58212.71 60065.19 8805.C 0.99 9 22.23 99.9" 6.8 9.26 9.32 9 2000.00 20.0 56178.77 55075.99 8803.50 0.99 239.99 962.22 6.8 9.26 9.32 9 2000.00 20.0 58303.68 ,1431.35 8838.23 0.99 6 293.75 75.96 6.8 ".99 .50 3 "00.00 18.0 9563.72 8683.51 897.91 0.99 29.23 296.0" 9.7 4.'77 9.89 3 "00.00 18.0 30935.35 27882.1 °91.55 0.99 250.00 3"9.96 9.7 6.00 6.09 3 "00.00 18.0 39 2 3.18 3752.95 8918.06 0.99 9 256.00 30,00 0. ,73 8" 3 "00.00 18.0 38236.26 32798.80 8892.92 0.99 20 ?6.73 82 7 9 3 37 3.2 2 0.00 3.5.0 22;62.76 19116.5-0 8791.78 0.96 2" 265.09 590.62 "2.6 9.83 "0.07 2 0.00 35.0 6779.02 55516.82 °699.13 0.95 22 279.92 5K.24 "2.6 9.83 "0.07 2 0.00 3.5.0 68806.2 5136.23 862.01 0.95 23 289.75 52.23 9.7 "0.07 2 0.00 X5.0 68931.05 52600.61 86.25. 0.95 29 299.96 ``7.59 9.7 "0.07 2 0.00 X5.0 69595.68 50910.68 8327.72 0.95 25 309.I ".73 2.9 9.56 "0.07 2 0.00 X5.0 68870.82 49067.98 °104.86 0.95 26 3"3.73 5K.85 "8.9 9.56 "0.07 2 0.00 X5.0 6'.885.5', 7072.80 7907.8 0.95 7 2i2 29 `, 9 `, ," .. 9 39 0.07 2 0.00 .0 6 '927.66 62. 0.95 2Y 332.67 `39.63 23 939 "0.07 2 0.00 35..0 6673.50 262.52 7367.89 0.95 29 392.06 5"6.23 29." 9.9 "0.07 2 0.00 X5.0 63 6.5.7 40190.33 7027.32 0.95 30 35".25 506.52 29." 9.9 "0.07 2 0.00 3.5.0 63223.54 37600.8'8 6713.00 0.95 360.95 "3.8 27.0 9 "0.73 2 0.00 3.5.0 6077.6 37028.12 6305.31 0.96 2 370.00 47.58 27.0 0.39 9.92 2 0.00 .0 61.15 29'000 2- 60'0'9. 0'.96 378.39 , 79 29.9 7.90 0.63 2 0.00 3.5.0 718.99 2019.15 5.70.15 0'.96 39 38.07 369.25 29.9 7.48 0.63 2 0'.00 3.5.0 5.56.18 22701.2 5506.88 0.96 3933 8 j°° `,0' %.88 G `0.00 16.0 1822.7 7069.73 0655.0 1.07 36 39.;.8` °2 9` 32.8 9. 9.93 2 0.00 3.5.0 2119.36 115.8.7 51'82'81 0.97 37 900.00 280.29 32.8 6.39 7.6" 2 0.00 3.5.0 35029.92 16056.95 867.57 0.97 38 906.39 253.89 32.8 6.39 7.6" 2 0.00 3.5.0 31736.70 1101.20 399.34 0.97 39 92.79 283.00 5.7 8.8 "0.07 2 0.00 X5.0 3599.17 15532.13 378.80 0.99 90 920.97 235.92 35.7 8.8 "0.07 2 0.00 X5.0 2990.16 11839.01 3123.20 0.99 9" 429.5 70.55 38.6 2.85 3.69 2 0.00 3.5.0 7818.2 356.60 2627.18 1.00 92 932.00 67.29 38.6 3.00 3.89 0.00 15.0 701.73 2976.04 1991.05 0.92 93 935.00 ."6 38.6 9.90 "2.66 2 0.00 X5.0 2139.39 7.6 1793.39 1.00 99 999.90 99.08 9.5 3.78 5.09 2 0.00 X5.0 5510.31 52.86 112.90 1.02 95 998.68 56.60 9.5 "" 22 "0 2 0.00 35.0 7075.19 0.00 79.33 1.02 X -S Area: 90'8".0'7 2 h Leng2: 382 S Weight: 1768596.38 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?G "-n-ng S -e\S-cpe Saab y\Ga na\Y_cde-s\DPG ease 6 RD EQ.gmf Processed: 30 Jul 2019 14:39:06 E "1: ina-ys-s " - Case 6 - Rap -d Draw Dcwn EQ va-er-a- ?rcper�-eS ;7 ma�er_a-Si Y -a er-a-: " ;Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Grave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 1,/'_aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5 ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 1,'_a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- Prcf--es ("` prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "80.00 902.00 "80.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 53.00 902.00 53.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "50.00 902.00 "50.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "95.00 902.00 "95.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "27.00 902.00 "27.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 902.00 "00.00 Prcf--e: S ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 902.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 902.00 "80.00 905.00 "80.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 905.00 "80.00 500.00 "80.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 905.00 53.00 500.00 53.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 905.00 "50.00 500.00 "50.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 905.00 "95.00 500.00 "95.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 905.00 "27.00 500.00 "27.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 905.00 "00.00 500.00 "00.00 Prcf-"e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 902.00 97.00 500.00 97.00 SS-cpe Surface ;9 pc -_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "30.00 "00.00 "30.00 "00.00 370.00 180.00 396.00 172.00 In -a- c-rcu-ar surface fcr cr -ca- search def-ned by: XL,XR,R "n ersec �s: 2L: "35.00 YL: "0.67 2R: 935.00 YR: Cen_re: 2.90 YC: 922.70 Radius: R: Earinguas_e Fcrce Pseudc-s_a_-c ear_hguas_e (se-sn±c) cceff-c-ens: 0.070 Varrab-e Res_ra-nos 500.00 180.00 500.00 172.00 180.00 330.00 Parame�er descr-p_cr: LL LR Range cf var-a -cn: Ir-a- pcs -cns w -Ti -n range: "0.00 20 60.00 20 "0.00 50 RESUI=: D.na"yS-s - 7ase 6 - Rap -d Draw Dc -In Fti B-shcp S-mp__f-el `ethcd cf D.na",s - 7,rcu"ar Fa-"ure Surface Cr'-'ca Fa--ure Surface Search us-ng vu -p -e C-rc-e Cenera�-cn "echniques In' -'a fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: ". 53 Ana"ys-s Sumary There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces Cr -ca" ;m -n -mum; Fac cr cf Sate -_y: 1.31 Resu" s Sununary - Lcwes 99 rac cr cf Sate -_y c-rc"es C-rc-e Y -Let Y -Let t-R-ghY-R-ghX-Cenre Y -Centre Radius FoS "35.00 "0".67 935.00 "80.00 211.40 22.70 330.00 1.313 <-- Critical Surface 2 "35.00 "0".67 935.00 "80.00 211.46 22.8 329.80 1.31 "35.00 "0".67 935.00 "80.00 2"".52 22.25 329.59 1.315 9 "35.00 "0".67 935.00 "80.00 2"".58 22.03 329.39 1.316 "35.00 "0".67 935.00 "80.00 211.64 21.81 329.18 1.317 6 "35.00 "0".67 935.00 "80.00 2"2."6 29.79 327.35 1.318 "35.00 "0".67 935.00 "80.00 2"2."0 20.01 327.55 1.318 "35.00 "0".67 935.00 "80.00 2"2.09 20.2 327.76 1.318 "35.00 "0".67 935.00 "80.00 211.99 .C20.6 327.96 1.318 "0 "35.00 "0".67 935.00 "80.00 211.69 21.58 328.98 1.319 "35.00 "0".67 935.00 "80.00 2"".75 21.36 328.78 1.320 2 "35.00 "0".67 935.00 "80.00 2"".8" 21.13 328.57 1.320 "35.00 "0".67 935.00 "80.00 211.87 20.91 328.37 1.320 "9 "35.00 "0".67 935.00 "80.00 2"".93 20.69 328.16 1.321 "39.97 "0".99 935.00 "80.00 2"".93 21.3 328.98 1.323 16 "39.97 "0".99 93`•.00 "80.00 ?11.8 -21.57 329.1'8 1.323 "39.97 101.49 935.00 "80.00 2--.32 21.79 329.39 1.323 25.00 "0".67 93`,.00 "80.00 „ 19.57 327.1= 1.32= 9 "35.00 "0".67 935.00 "80.00 2-2.28 29.3 326.9 1.325 20 "39.97 "0".99 935.00 "80.00 2."9 .C22.6 330.00 1.326 2" "35.00 "0".67 935.00 "80.00 2"2.39 2 9.12 326.73 1.326 22 "39.97 "0".99 935.00 "80.00 211.20 22.2 329.80 1.326 23 "39.97 "0".99 935.00 "80.00 211.26 22.01 329.59 1.326 29 "35.00 "0".67 935.00 "80.00 2"2.90 28.89 326.53 1.326 25 "35.00 "0".67 935.00 "80.00 2"2.95 28.67 326.33 1.327 26 "35.00 "0".67 935.00 "80.00 2"2.5" 28. « 326.12 1.328 27 "35.00 "0".67 935.00 "80.00 22.7 28.22 325.92 1.329 28 "39.97 "0".99 935.00 "80.00 2"".99 21.12 328.78 1.329 29 "35.00 "0".67 935.00 "80.00 2"2.63 27.99 325.71 1.329 30 "39.97 "0".99 935.00 "80.00 2" 20.89 328.57 1.330 "35.00 "0".67 935.00 "80.00 2"2.69 17.77 325.51 1.330 32 "39.97 "0".99 935.00 "80.00 2.6" 20.67 328.37 1.330 33 "35.00 "0".67 935.00 "80.00 22.75 27.55 325.31 1.331 39 "39.97 "0".99 93`•.00 "80.00 211.67 =20.5 328.16 1.331 35 "35.00 "0".67 935.00 "80.00 2"2.8" 27.32 325.10 1.332 36 "39.97 "0".99 93`•.00 "80.00 ?11.7 =20.22 327.96 1.332 37 "35.00 "0".67 935.00 "80.00 2"2.86 27.10 32.90 1.332 38 "39.97 "0".99 935.00 "80.00 2"".79 20.00 327.76 1.333 39 "35.00 "0".67 935.00 "80.00 22.92 16.87 32.69 1.333 90 "39.97 "0".99 935.,.00 "80.00 211.84 19.77 827.55 1.333 9" 135.00 "0".67 935,.00 180.00 %"% 98 16.65. 32.9 1.33' 92 "39.97 "0".99 935,.00 "80.00 211.90 19.5.5 3.27 3.5 1,33_ 92 135.00 "0".67 935,.00 "80.00 2".09 2 6.=2 82.29 1.33.5. 99 "39.97 "0".99 935,.00 "80.00 211.96 19.3.2 327.1= 1.335 95 "33.95 "0".32 935.00 "80.00 2"0.88 22.22 330.00 1.335 96 "35.00 "0".67 935.00 "80.00 21.10 2 6.20 32.08 1.335 97 "39.97 "0".99 935.00 "80.00 2"2.02 29.10 326.9 1.336 98 "33.95 "0".32 935.00 "80.00 2"0.99 22.00 329.80 1.336 99 "35.00 "0".67 935.00 "80.00 21.16 25.97 323.88 1.336 50 "39.97 "0".99 935.00 "80.00 2"2.08 28.88 326.73 1.336 "33.95 "0".32 935.00 "80.00 211.00 21.77 329.59 1.337 2 "39.97 "0".99 935.00 "80.00 2"2."9 28.65 326.53 1.337 53 "35.00 "0".67 935.00 "80.00 2"3.22 25.75. 323.67 1.33. 59 "33.95 "0".32 935.00 "80.00 211.06 21.55 329.39 1.338 "39.97 "0".99 935.00 "80.00 2"2.20 28.2 326.33 1.338 56 "35.00 "0".67 935.00 "80.00 2".28 25.52 323.2 1.338 "33.95 "0".32 935.00 "80.00 2" "2 21.33 329.18 1.338 8 "39.97 "0".99 935.00 "80.00 2"2.25 28.20 326.12 1.339 9 "35.00 "0".67 935.00 "80.00 2"3.33 25.30 32.27 1.339 60 "33.95 "0".32 935.00 "80.00 2" "8 21.10 328.98 1.339 6" "39.97 "0".99 935.00 "80.00 2"2.3" 27.98 325.92 1.339 62 "35.00 "0".67 935.00 "80.00 2".9 25.07 323.06 1.32 63 "35.00 "0".67 935.00 "80.00 2".92 13..N 321.22 1.32 69 "33.95 "0".32 935.00 "80.00 2"".23 20.88 328.78 1.32 65 "35.00 "0".67 935.00 "80.00 2"3.86 23.27 321.2 1.32 66 "35.00 "0".67 935.00 "80.00 2"3.80 23.50 321.63 1.32 67 135.00 "0".67 935,.00 "80.00 2"3.75, 13,72 321.'8= 1.3.0 68 "35.00 "0.67 935.00 "80.00 2"3.69 23.95 322.02 1.32 69 "34.47 "0".49 93`•.00 "80.00 ? 7 17 325.71 1.3.0 70 "3`.00 "0.67 93`•.00 "80.00 2"3.63 1.17 322.2= 1.3.0 35.00 "0.67 93`•.00 "80.00 2.`7 1 . 0 322.5 1.3.0 72 "35.00 "0.67 935.00 "80.00 .5" 21.62 X22.65 1.3.0 73 "35.00 "0.67 935.00 "80.00 2"3.95 21.85 322.86 1.3.0 79 "33.95 "0".32 935.00 "80.00 2.29 20.65 328.57 1.3.0 "39.97 "0".99 935.00 "80.00 22.93 17.53 325.51 1.31 76 9`, 0".32 435.00 "80.00 % =20.2 328.37 1.31 77 39.97 "0".99 935.00 "80.002.99 17.30 +25.31 1.32 8 9' K.32 435.00 "80.00 %"".4" =20.21 82'8.16 1.82 79 39.97 "0".99 935.00 "80.00 22.55 217.08 325.10 1.32 80 "33.95 "0".32 935.00 "80.00 -_.47 19.98 327.96 1.33 8 "34.47 "0".49 935,.00 "80.00 2.4 1.'83 323.06 1.33 82 "34.47 "0".49 935,.00 "80.00 22.6 16.15. 32.90 1.33. 8 "34.47 "0".49 935,.00 "80.00 ?.08 15.05. 32.27 1.33 84 "34.47 "0".49 935,.00 "80.00 ?.02 15.2'8 323.2 1.33 85 "39.97 "0".99 935.00 "80.00 22.96 15.50 323.67 1.33 86 "33.95 "0".32 935.00 "80.00 2.53 19.76 327.76 1.33 87 "34.47 "0".49 935,.00 "80.00 2 90 -15.73 3.23..',8,',8, 1.33. 88 34.47 "0".49 935,.00 "80.00 22.84 15.95. 32.0'8 1.8=- 89 "34.47 "0".49 935,.00 "80.00 %%.78 16.1'8 82.29 1.8=- 90 "34.47 "0".49 935,.00 "80.00 ??.7? 16.=0 32.9 1.8=- 9 39.97 "0".49 935,.00 80.00 22.67 16.63 32.69 1.8=- 92 33 g5., K.32 435.00 "80.00 ?.'9 19.5.3 327.55 1.8-- 93 33.95 "0".32 935.00 "80.00 2.64 19.31 327.35 1.35 94 "33.95 "0".32 935.00 "80.00 2.70 19.08 327.12 1.36 95 "35.00 "0.67 935.00 "80.00 2"3.98 12.82 321.02 1.36 96 "33.92 "0 4 935.00 "80.00 20.62 21.98 330.00 1.36 97 "35.00 "0.67 938.6 "80.00 2"3.90 22.09 830.00 1.36 98 "35.00 "0.67 935.00 "80.00 29.09 12.59 320.82 1.36 99 "33.95 0".32 435.00 "80.00 2.76 18.86 326.9= 1.36 9r -ca_ a-_ure Surface ;c-rc_e Inersec�s: 2L: "35.00 YL: "0.67 Cen„re: YC2.40 YC: 922.70 2enera�ed fa--ure surface: ;20 pc-n_S 35.00 "0.67 5.62 98.6 29.24 92 79 236.20 93.63 302.96 0`.66 39.6 0.79 380.65 39.4 395.0.1 48.49 2R: 935.00 YR: 180.00 Rad-us: R: 330.00 68.90 z53. o 335.06 408,87 95.51 6., -58.30 - Gecm.e=w and Prcper�-es - Cr-ca- Fa--ure Surface (c-rc-e ", -5 slices) 185.29 269.89 j5C.6 =22.22 93.;= 97.93. 123.51 168.82 202.25 216.5 365,85 =35.00 92.83 101.37 131.08 180.00 S, -S Base Pcre;ater Normal Test 'r; Let Area 9.ng-e WLhh LengAh '_a-- Cches-cn Phi Weight Force Stress Factor 35.00 "6.99 9 7.90 8.07 2 0.00 35.0 2123.51 1083.39 285.83 1.15 2 "92.90 58.9 9 8.72 8.9" 3 "00.00 18.0 7201.73 3710.80 889.63 1.08 n,.62 79.87 -9.0 7.36 7.95 3 "00.00 18.0 10268.87 5025.59 137.00 1.05 9 58.98 4.03 -9.0 9.92 9.59 9 2000.00 20.0 18192.81 8909.02 2228.18 1.06 68.90 "6.64 -6.0 8.95 8.99 9 2000.00 20.0 20871.;; 1012.3; 267.72 1.02 6 "76.85 "92.99 -6.0 8.95 8.99 9 2000.00 20.0 2903.81 12105.95 3159.9 1.02 "8.29 22.35 3" 8.98 8.99 9 2000.00 20.0 28799.90 13957.12 3502.92 1.02 8 93.77 ?'.8 3." 8.98 8.99 9 2000.00 20.0 32339.56 15695.'85 3925.51 1.02 9 202.25 286.2" -0." 8.7` 8.7` 9 2000.00 20.0 36781.47 17859.68 209.54 1.00 0 2.00 293.09 -0." 8.29 8.29 9 2000.00 20.0 7528.85 18288.97 559.02 1.00 29.29 323.67 2.8 8.98 8.99 9 2000.00 20.0 1231.59 20221.65 O52.69 0.99 2 227.72 399.09 2.8 8.98 8.99 9 2000.00 20.0 23607.32 2197.52 5031.00 0.99 236.20 36.2" 5.8 8.95 8.99 9 2000.00 20.0 ,539.59 2265.92 5165.00 0.98 4 299.65 377.78 `.8 8.95 8.99 9 2000.00 20.0 O3.75.56 23693.91 5379.68 0.98 X53.0 248.47 8.7 5.38 `'.44 4 2000.00 20.0 31021.6 156 6.15 5=22.9 0.97 6 258.49 X5,3.67 8.7 5.38 `'.44 4 2000.00 20.0 31552.86 1601.62 5519.59 0.97 263.87 290.26 8.7 6.03 6.0 3 "00.00 18.0 3.9".96 1832.87 851.20 0.97 269.89 295.82 5.0" "2 3 "00.00 18.0 30201.59 15.66.06 5901.52 0.97 9 279.9" 299.0" 5.0" "2 3 "00.00 18.0 30716.28 15866.8'1 5963.11 0.97 20 279.92 332.89 6.60 6.79 2 0.00 35.0 2 97.53 2120".3 5899.83 0.92 %" ?86.'3 25.84 "9.G 2.47 2.`6 2 0.00 3.5.0 15O5.=0 8115.6 5882.67 0.91 22 289.00 355.73 "4.6 6.98 7.22 2 0.00 35.0 3983.27 23070.80 5920.93 0.91 %3 295.98 36.25 "4.6 6.98 22 2 0.00 35.0 = 223.26 23297.92 59'80.09 0.91 29 302.96 92.52 "7.6 8.0 8.99 2 0.00 35.0 51"39.92 27592.02 59O.03 0.90 25 3.06 922.60 7.6 8.0 8.99 2 0.00 35.0 5197.39 27662.2 5962.6 0.90 26 39.6 99.37 20.5 7.95 8.99 2 0.00 35.0 50960.77 27610.56 5882.01 0.89 27 327."" 9.76 20.5 7.95 8.99 2 0.00 35.0 50635.16 2737.00 5.8.6 0.89 28 335.06 280.72 2.5 5.97 5.96 2 0.00 35.0 3516.36 19098.96 5726.81 0.89 29 390.53 27'7.70 2.5 5.97 5.96 2 0.00 35.0 319.12 18893.11 566.20 0.89 30 396.00 233.32 2.5 9.69 5.06 2 0.00 35.0 28677.52 15629.5 5597.22 0.89 3`0.64 346.74 26.4 7.0" 83 2 0.00 35..0 =2606.95 22836.00 515.12 0.'88 2 357.65 39',.33 26.4 8.20 4.6 6 `0.00 16.0 252.9'8 5596.22 1.01 33 365.85 95.22 29.9 4."5 9.76 6 50.00 16.0 2O75.7 11808.99 521.20 1.02 34 370.00 240.7 29.4 33 G. 6 50.00 16.0 29672.93 2 .== 5195.10 1.02 35 375.33 229.20 29.9 5.33 6"" 6 50.00 16.0 27755.92 13003.3 "5.12 1.02 36 380.65 333.8% 32 3 8.83 "0.4` 6 `0.00 16.0 121.'10 193.1'8 2329.'89 1.N 37 389.99 "83.57 32.3 52 6.53 2 0.00 35.0 22863.9 10295.01 3.O.23 0.88 38 395.0" 65.96 35.3 2."3 2.6" 2 0.00 35.0 8150.21 3701.90 3169.20 0.89 39 397.3 20.84 5.3 4.24 9 6 `0.00 16.0 15073 50 6622.23 3227.15 1.06 90 90.37 93.29 35.3 3.63 4.99 0.00 5.0 10255.88 909.88 2225.55 0.80 2 405,.00 89.2 3` 3 3.87 4.74 2 0.00 3.5.0 1116.73 59.8= 2850.92 0.'89 92 408.87 "27.2" 38.2 6.67 8.99 2 0.00 35.0 15901.02 5865.26 1882.71 0.90 43 9"5.59 92."4 38.2 6.67 8.99 2 0.00 35.0 11518.12 3079.96 1323.07 0.90 99 922.22 39.9" 9.2 2.69 9.89 9`' 92`.86 36.`8 9.2 9.9 0.00 0.00 35..0 O63.76 L80.�r 0.00 89.23 0.91 30.97 0.91 Area: 066.86 ash Lengih: 222.79 -8 Weight: 1322326.75 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I consulting ?rcjec : D?C S' e • ?:A8""9 D?C -n-ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 6 Full EQ.gmf Prccessed: 30 Jul 209 3:03 E _A: ina-ys-s " - Case 6 - Fu-- Reserve -r EQ va-er-a- ?rcper�-eS ;7 ma�er-a-Si " ;Y_chr-Ccu-curb-sc._rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c 2aer-a-: 2 ;Y_chr-Ccu-curb "sc._rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc._rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,aer-a-: 9 ;Y_chr-Ccu-curb "sc._rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ;Y_chr-Ccu-curb Isc._rcp-c) - Slurry Wall Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc._rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2,a er-a-: 7 ;Y_chr-Ccu-curb-sc._rcp-c) - S - Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- ?ref- -es ("5 prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "80.00 902.00 "80.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 53.00 902.00 53.00 Prcf--e: 3 ;2 pc-ns) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "50.00 902.00 "50.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "95.00 902.00 "95.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "27.00 902.00 "27.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 902.00 "00.00 Prcf--e: 7 ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 902.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5, - Slurry 'Ara__ 902.00 "80.00 905.00 "80.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 905.00 "80.00 500.00 "80.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 905.00 53.00 500.00 53.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 905.00 "50.00 500.00 "50.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 905.00 "95.00 500.00 "95.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 905.00 "27.00 500.00 "27.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 905.00 "00.00 500.00 "00.00 Prcf--e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 902.00 97.00 500.00 97.00 S-cpe Surface ;9 pc-n._s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "72.00 Fa--ure Surface "30.00 "00.00 "30.00 "72.00 370.00 180.00 396.00 172.00 In ---a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "nersec�s: 2L: "35.00 YL: "0.67 2R: 935.00 YR: Cen_re: , : 205.72 YC: 999.95 Radius: R: Earinguas_e Fcrce Pseudc-s_a_-c ear_hguas_e (se-sn±c) cceff-c-en: 0.070 500.00 180.00 500.00 172.00 180.00 350.00 Varrab-e Res._ra-n= Parame�er descr-p_cr: Range cf var-a -cn: Ir-a- pcs -cns w -_h -n range: XL X R R 0.00 60.00 50.00 20 20 50 RESULS: Y.na-ys-s - Case 6 - Fu-- Reserve -r Eti B-shcp S-np__f-ed `e_hcd cf Ana-ys-s - C'rcu-ar Fa--ure Surface Cr'-'ca Fa' ure Surface Search us-ng Yu -p -e C-rc-e Cenera-cn-echniques In' -'a fa--ure surface apprcz;-ma_-cn - Fac cr cf Safe_y: 2.926 Ana-ys-s SuIIIICla ry There were: 2000" successfu- ana-yses frcm a c_a- cf 2000" _r -a- failure surfaces Cr -ca- ;m -n -mum; Fac cr cf Safe_y: Resu- s Sununary - Lewes 99 lac cr cf Safe_y c-rc-es C-rc-e Y-LefY-Let 4-R-ghY-R-ghX -Cenre Y -Centre Radius FoS 35.00 "0.67 935.00 "80.00 205.72 350.00 1.974 <-- Critical Surface 2 "35.00 "0.67 935.00 "80.00 206.0" 3.O.98 1.981 3 35.00 "0.67 93`•.00 "80.00 206.30 =2.2! -7.96 1.989 9 35.00 "0.67 93`•.00 "80.00 206.59 1.1= 36.9= 1.998 39.97 " 2.99 935.00 "80.00 205.96 .22 350.00 1.998 6 "39.97 "0.99 935.00 "80.00 205.75 3.12 3.O.98 2.007 "35.00 "0.67 935.00 "80.00 206.87 40.04 35.92 2.008 8 "35.00 "0.67 935.00 "80.00 207.6 38.93 -4.90 2.013 9 "39.97 "0.99 935.00 "80.00 206.03 42.01 3.O.96 2.017 0 "35.00 "0.67 935.00 "80.00 207.79 36.72 32.86 2.018 35.00 "0.67 935.00 "80.00 207.95 3.7.83 388 2.018 % "39.97 "0.99 93`,.00 "80.00 206.32 !0.91 36.9% 2.022 3 35.00 "0.67 938.6 "80.00 208.27 3.91 350.00 2.023 9 "39.97 "0.99 935.00 "80.00 206.90 3.8.70 3=4.90 2.025 39.97 "0.99 935.00 "80.00 206.6" 39.80 35.92 2.026 6 "33.95 "0".32 935.00 "80.00 205.9 3.99 350.00 2.026 "33.95 "0".32 935.00 "80.00 205.98 442.88 38.98 2.031 "8 35.00 "0.67 935.00 "80.00 208.03 35.61 31.8 2.032 -0 33,05 '0".32 935.00 "80.00 206.06 40.68 36.94 2.033 20 "33.95 "0.32 935.00 "80.00 205.77 41.78 x47.96 2.033 2" "35.00 "0.67 938.6 "80.00 208.55 4 2.81 3.O.98 2.034 22 "39.97 "0.99 935.00 "80.00 207.9 x7.59 33.88 2.040 23 "33.92 "0 "9 935.00 "80.00 209.93 =3.76 350.00 2.041 29 "35.00 "0.67 935.00 "80.00 208.32 3.50 3.0.82 2.02 ,, 35.00 "0.67 28.6 80.00 208.89 1.70 3.O.96 2.0“ 26 "39.97 "0.99 938.6 "80.00 208.00 =3.68 350.00 2.047 27 "33.95 "0.32 935.00 "80.00 206.35 39.57 35.92 2.048 28 "35.00 "0.67 935.00 "80.00 208.6" 88.39 339.80 2.048 29 39.97 "0.99 935.,.00 80.00 207.98 86.=9 82.'86 2.0O 30 35.00 "0.67 28.6 "80.00 209.2 -0.59 . 6.9= 2.050 3" 33.92 "0 "9 935.00 "80.00 205.22 42.65 3.O.98 2.050 32 "33.95 "0.32 935.00 "80.00 206.69 -_4.90 2.053 33 "35.00 "0.67 935.00 "80.00 208.90 32.28 338.78 2.054 39 "39.97 "0.99 935,.00 "80.00 %0 31.'4 2.055 35 33.92 "0 "9 935.00 "80.00 205.5" 1.55 3.O.96 2.056 36 "35.00 "0.67 938.6 "80.00 209.9" 39.49 35.92 2.056 37 "39.97 "0.99 28.6 "80.00 208.29 LC2.58 3.O.98 2.057 38 "35.00 "0.67 935.00 "80.00 209.9 31.17 337.76 2.060 39 "39.97 "0.99 935.00 "80.00 208.06 L.27 3.0.82 2.061 90 33.9% 0 9 925,.00 "80.00 205.80 O.5. 36.9= 2.061 9" 35.00 "0.67 938.6 "80.00 209.70 .90 2.062 92 "33.95 "0.32 935.00 "80.00 206.93 37.36 33.88 2.063 93 39.97 "0.99 28.6 80.00 208.57 1.-, 3.O.96 2.063. 99 32.89 "00.96 935.00 "80.00 209.67 - 350.00 2.064 95 "35.00 "0.67 935.00 "80.00 209.98 30.06 336.73 2.066 96 "39.97 "0.99 935.00 "80.00 208.35 88.16 839.80 2.067 97 "33.95 "0.32 935.00 "80.00 207.22 36.25 32.86 2.068 98 "35.00 "0.67 938.6 "80.00 209.98 .27 388 2.068 99 39.97 "0.99 938.6 80.00 208.86 O.36 6.9! 2.069 50 32.89 "00.96 935.00 80.00 209.96 42.2 3.O.98 2.069 33 95 "0.32 938.6 "80.00 207.79 - 350.00 2.070 2 "33.92 "0 "9 935,.00 "80.00 206.09 ?2.3! 5.92 2.070 53 35.00 "0.67 935.00 "80.00 209.77 -28.95 335.71 2.072 59 "39.97 0.99 935.00 "80.00 208.69 32.05 2.073 g5., 0.3? 935.00 "80.00 207.5," 35,1= 3.1.'8 2.07= 56 "32.89 "00.96 935.00 "80.00 205.24 1.32 3.O.96 2.074 35.00 "0.67 28.6 80.00 20.27 36.16 32.86 2.07= 8 "39.97 "0".99 28.6 "80.00 209."5 39.25 35.92 2.075. `,9 33 95 "0 32 28.6 80.00 208.02 =2.= .9'8 2.076 60 "33.92 "0 "9 935.00 "80.00 206.37 38.23 3=4.90 2.076 6" "39.97 "0.99 935.00 "80.00 208.93 3.0.9 337.76 2.078 62 "33.95 "0.32 935.00 "80.00 207.80 34.04 3.0.82 2.080 63 "35.00 "0.67 938.6 "80.00 20.56 35.05 31.84 2.081 69 "35.00 "0.67 935.00 "80.00 20.06 27.84 33.69 2.081 65 "39.97 "0.99 938.6 "80.00 209.93 38.15 3=4.90 2.081 66 "33.92 "0 "9 935.00 "80.00 206.66 37.13 33.88 2.081 67 "33.95 "0".32 938.6 68 37 00.79 955.00 69 32.89 "00.96 935.00 70 "39.97 "0".99 93`.,.00 35.00 "0.67 99.32 2 "33.95 "0".32 935.00 73 "35.00 "0.67 935.00 79 55.00 "0.67 938.6 39.97 "0".99 938.6 76 4? 0.4 955.00 8 33.4? 0.4 438.6 79 "32.89 "00.96 935.00 80 "35.00 "0.67 99.32 8" "33.95 "0".32 935.00 82 "35.00 "0.67 99.32 83 "35.00 "0.67 935.00 84 37 00.79 955.00 85 "33.92 "0 9 935.00 86 "39.97 "0".99 938.6 87 55.00 "0.67 938.6 88 39.97 "0".99 935.,.00 89 9 K.32 438.6 40. '33.92 0.4 938.6 9" "32.89 "00.96 935.00 92 "35.00 "0.67 99.32 93 "33.95 "0".32 935.00 99 "32.37 "00.79 935.00 95 "35.00 "0.67 935.00 96 "33.92 "0 9 935.00 97 "39.97 "0".99 935,.00 98 39.97 0".99 438.6 99 "35.00 "0.67 938.6 Cr'-ca_ a-_ure Surface ;c-rc-e Inersec�s: 2L: "35.00 YL: Cen_re: YC205.72 YC: 2enera�ed ta--ure surface: ;20 pc-n_S 35.00 "0.67 5".63 29.09 99.70 ?35.9" 302.30 "08.03 38.93 379.96 "90.90 399.9" "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 "80.00 208.2" 1.'2 37.96 2.0'82 209.90 3.30 350.00 2.083 %05.53 “0.21 36.9= 2.0'8= 209.22 =29.'83 336.7 2.0'8= 20.79 3.36 350.00 2.085 208.09 432.93 339.80 2.085 20.35 =26.72 333.67 2.0'86 20,89 3.3.,9- 3!0.'82 2.0'87 209.72 .0= 2.0'87 206.9`, 36.02 3C2.86 2.0'87 205.59 -=0.13 36.9= 2.0'87 207.97 3.22 350.00 2.089 205.82 39.11 35.92 2.089 2.08 4 2.25 348.98 2.090 208.38 431.81 2.091 ?.36 1.1 37.96 2.092 20.69 =25.61 332.65 2.092 209.69 =2.19 30.98 2.092 207,29 -=.91 31.'8= 2.092 20.0" 35.93 32.86 2.093 ?".,_i 32.82 339.80 2.093 209.5" 28.71 335.71 2.093 208.88 39.02 35.92 2.093 207.76 =2.11 30.98 2.09= 206."" 38.00 +.90 2.095 2.64 =-0,03 36.9= 2.097 208.67 30.70 337.76 2.097 209.98 41.09 x7.96 2.097 20,92 .2.9 33.1.63 2.09'8 207.3 33.80 30.82 2.098 209.80 27.60 3.3.69 2.098 20.29 3.81 31.84 2.099 2.92 431.71 ..38.78 2.099 0.67 2R: 935.00 YR: 180.00 999.95 Rad-us: R: 350.00 98.65` 68.39 96.== 1'85.2= 95 252. L 97.62 269.0 3.09 334,30 9.92 39.'87 99.66 908.92 5,9.12 =21.96 - Cecmery and Prcper�-es - Cr -ca- Fa' ure Surface ;c-rc-e 95.05 100.29 125.51 169.2= 202.13 25.9= 365.10 =35.00 103.76 132.'x= 180.00 S_ -S Base Pcre;ater Normal Test 'r; Let Area A.ng-e W±dh LengTAh _a - Cches-cn Phi Weight Force Stress Factor 35.00 2".75 "0.3 9.9 9.39 2 0.00 X5.0 2719.11 197.8 599.07 1.09 2 "99.9 99.93 -0.3 7.99 7.56 3 "00.00 1'8.0 6259.36 282.5= 9'8.25 1.05 3 .63 62.78 6.27 6.32 3 "00.00 18.0 802.09 29096.23 5279.29 1.03 9 57.90 8.05 6.27 6.32 3 "00.00 18.0 10390.55 2922.00 5530.85 1.03 69.7 69.99 9.22 9.26 9 2000.00 20.0 8339.17 20016.30 5''7.19 1.03 6 "68.39 "52.52 -9.7 8.92 8.95 9 2000.00 20.0 19591.64 0033.76 6036.39 1.02 76.82 82.05 -4.7 8.9'2 8.95 9 2000.00 20.0 2 377.25 =0=02.0- 63.1.19 1.02 85.29 20.50 -2.0 8.95 8.95 9 2000.00 20.0 27001.76 0663.31 698.07 1.01 93.69 236.79 -2.0 8.95 8.95 9 2000.00 20.0 30321.16 0816.59 6716.61 1.01 ?0?.3 279.82 0.8 8.87 8.87 9 %000.00 20.0 35128.30 2866.78 682.98 1.00 2.00 270.78 0.8 8.09 8.09 9 2000.00 20.0 82.91 3'5795.07 6995.66 1.00 2 29.09 309.72 3.6 8.99 8.95 9 2000.00 20.0 38597.26 40630.2 7039.79 0.99 227.97 329.0" 3.6 8.99 8.95 9 2000.00 20.0 0818.81 0353.33 7126.31 0.99 9 235.9" 226.6 6.3 5.63 5.66 9 2000.00 20.0 2836.70 2686.67 7109.5 0.99 29.59 23.2" 6.3 5.63 5.66 9 2000.00 20.0 29136.5 26615.94 7128.28 0.99 6 297.7 236.3 6.3 5.59 5.58 3 "00.00 18.0 295.69 25.993.8 7257.20 0.99 22.7" 269.29 9." 6.5 6.22 3 "00.00 18.0 33389.25 28697.23 7232.9 0.99 28.85 27.83 9." 6.5 6.22 3 "00.00 18.0 307.09 28315.00 7210.66 0.99 9 265.00 ""8.72 9 2.60 2.63 3 "00.00 18.0 161.6 11869.0 7197.25 0.99 20 267.60 82.82 9." ".80 ".82 2 0.00 X5.0 10190.83 8171.85 712.81 0.96 2" 269.90 296.96 ".9 5.30 5.92 2 0.00 X5.0 30330.69 2044.68 7065.61 0.95 22 279.70 299.92 ".9 5.30 5.92 2 0.00 X5.0 30763.27 23668.38 703.17 0.95 23 280.00 289.9" ".9 5.99 6.07 2 0.00 35.0 3987.16 26097.16 6996.20 0.95 29 285.99 "97.70 9.6 3.06 3.6 2 0.00 35.0 1819.59 13371.01 6908.09 0.95 ,5, 289.00 323 70 "9.6 6.65 6.87 2 0.00 35.0 3976.66 285.9.5. 686.77 0.95 26 295.65 326.90 "9.6 6.65 6.87 2 0.00 3.0 0163.''5 27'15=.7, 6,65.9= 0.95 27 302.30 399.06 "7.9 8.07 8.95 2 0.00 X5.0 49035.50 33069.2 6605.54 0.94 28 30.37 900.3E 7.4 8.07 8.95 2 0.00 3.5.0 9197 31736.27 656.86 0.9= 29 3"8.93 393.90 20.2 7.93 8.95 2 0.00 X5.0 831.98 30301.27 6238.35 0.94 0 326.36 39.26 20.2 7.93 8.95 2 0.00 3.5.0 807.60 2876.26 601.5.7 0.9= 339.30 286.2" 22.9 .85 6.35 2 0.00 3.5.0 35162.39 20552.77 5806.31 0.94 2 390.5 283.9 22.9 5.85 6.35 2 0.00 3.5.0 777.97 19571.22 5623.20 0.94 33 396.00 85,.39 ??.9 3.87 9.20 2 0.00 35..0 2276'8.27 12392.9= 506.12 0.9= 9 399.87 "97.3 2.7 3.0 3.99 2 0.00 35.0 1'8115.35 9828.82 503.80 0.95 ?97 289.27 2 6.06 6.73 6 50.00 16.0 391.12 1'8286.0 551.17 1.N 6 39.03 278.83 2'7 6.06 6.73 6 50.00 16.0 9.1= 17060.38 5.8.N 1.N 7 365.0 220.69 28.5 9.90 5.58 6 50.00 16.0 2726.94 13165.91 5311.55 1.05 8 370.00 96.29 28.5 9.96 33 6 50.00 16.0 5152.19 23892.54 939.65 1.05 9 379.96 20.63 3".2 6.76 7.9" 6 50.00 16.0 31157.77 131.93365.'87 1.07 90 386.72 ?.9 .2 7,69 8.99 2 0.00 3.5.0 31283.23 1382.83 3620.69 0.96 9" 399.9 4.76 39.0 9.99 96 6 50.00 16.0 1767'8.36 7692.'89 .61 1.10 42 399.36 69.09 39.0 2.69 3."9 2 0.00 35..0 8630.39 360=.6= 28 1.=9 0.97 93 902.00 72.6" 39.0 3.00 3.62 99 905.00 75.95 39.0 3.92 9. 75 702.72 27.27 36.8 6.77 8.75 76 7"5.9 29.99 36.8 6.77 8.45 97 72.96 3,32 39.5 ? 35 7.7 X -S Area: "0089.20 Pail Lengih: 32.8 0.00 -5.0 7987.25 3659.17 221.80 0.90 0.00 35.0 931.50 3617.71 2391.81 0.97 0.00 35..0 5.L59.63 198.62 0.99 0.00 35..0 112 2790.9 1 82.50 0.99 0.00 35..0 3922.7 373.80 926.53 1.00 0.00 35.0 -5.21 0.00 386.75 1.00 X -S Weight: 1253667.88 ,LENA 7.2 Ana ys-s Resu-�s tiers-cn: licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?C -n-ng S -e\S-cpe S_ab y\Ca na\Y_cde-s\D?C ease 7 RD EQ.gmf Processed: 30 Jul 2019 15:52:3 E "1: ina-ys-s " - Case 7 - Rap -d Draw Dcwn EQ va-er-a- ?rcper�-eS ;7 ma�er-a-Si '_a er-a-: " Cchee-on "50.00 '_a er-a-: 2 Cchee-on 0.00 '_a er-a-: Cchee-on 00.00 '_a er-a-: 9 Cchee-on 2000.00 a er-a-: Cchee-on 0.00 '_a er-a-: 6 Cchee-on 50.00 '_a er-a-: Cchee-on 00.00 Y_chr-Ccu-curb "sc_rcp-c) Ph- UrL _Wegh _ Ru 22.0 "3".00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UrL _Wegh _ Ru 3.0 "25.00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- Un± We-ghRu Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UrL _Wegh _ Ru 20.0 "9".00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UrL _Wegh _ Ru 95.0 ""0.00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UrL _Wegh _ Ru "6.0 20.00 Au_c Y_chr-Ccu-curb "sc_rcp-c) Ph- UrL _Wegh _ Ru 2.0 "00.00 Au_c Ga er ?rcper -eS Un ae-gh_ cf 62.900 'a-er-a- Prcf--es („ prof --es Prcf--e: ;2 pc-n_s 0.00 "60.00 Prcf--e: 2 ;2 pc-n_s 0.00 "97.00 Prcf--e: 3 ;2 pc-n_s 0.00 "92.00 Prcf--e: 9 ;2 pc-n_s 0.00 "00.00 Prcf--e: 5 ;2 pc-n_s 0.00 97.00 Prcf--e: 6 ;2 pc-n_s 302.00 "60.00 Prcf--e: 7 ;2 pc-n_s 305.00 "60.00 Prcf--e: 8 ;2 pc-n_s) 305.00 "97.00 Prcf--e: 9 ;2 pc-n_s 305.00 "92.00 Prcf--e: "0 ;2 pc-n_s 305.00 "00.00 Prcf--e: "" ;2 pc-n_s 302.00 97.00 S-cpe Surface ;9 pc -_s) 0.00 "00.00 - Sverburden - Sand and Crave- - Weaihered Bedrecs_ - SJab-e Bedrecs_ - S-urry - „-ay Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 Y_a er-a- beneaih: 2 - Sand and Crave- 302.00 "60.00 Va�er-a- beneaih: 6 - Clay 302.00 "97.00 Y_a er-a- beneaih: 2 - Sand and Crave- 302.00 "92.00 Va�er-a- beneaih: 3 - Weaihered Bedree_ 302.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 302.00 97.00 Va�er-a- beneaih: 5, - S-urry 30`,.00 "60.00 Y_a er-a- beneaih: 2 - Sand and Crave- 995.00 "60.00 Va�er-a- beneaih: 6 - Clay 995.00 "97.00 Y_a er-a- beneaih: 2 - Sand and Crave- 995.00 "92.00 Va�er-a- beneaih: 3 - Weaihered Bedree_ 995.00 "00.00 Y_a er-a- beneaih: 9 - SJab-e Bedrecs_ 995.00 97.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 280.00 160.00 262.00 5 .00 In -_a- crcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R Iriersecs: XL: "05.00 YL: "0.67 XR: 330.00 YR: Cen_re: n. YC: 355.97 Radius: R: Earinguas_e Fcrce Pseudc-sJa�-c earinguas_e (se-sn±c) cceff-c-en: 0.070 Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs -cns range: XL "0.00 20 XR 30.00 20 90.00 50 RESUL- 1 : D.na-ys-s " - lase - Rap -d Dra 1 Dc 1n EQ B-shcp S-mp__f-el `ethcd cf Ana-ys - rcu-ar Fa--ure Surface 160.00 260.00 160.00 54.00 Cr_--ca- Fa--ure Surface Search us-ng vu -p -e C-rc-e Cenera�-cn Techniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: .785 Ana-ys-s Sumary There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces 2r -ca- ;m -n -mum; Fac cr cf Sate -_y: 3 Resu- s Sununary - Lcwes 99 rac cr cf Sate -_y c-rc-es C-rc-e Y-LefY-Let 4-R-ghY-R-ghX -Cenre Y -Centre Radius FoS 05.00 "0.67 330.00 "60.00 59."3 355.97 260.00 1.312 <-- Critical Surface 2 "05.00 "0.67 330.00 "60.00 59.36 355.09 259.18 1.322 3 05.00 "0.67 330.00 "60.00 59 595.20 258.37 1.332 9 "05.00 "0.67 330.00 "60.00 9.82 353.32 257.55 1.344 09.97 "0.99 330.00 "60.00 -58.87 260.00 1.351 6 "05.00 "0.67 330.00 "60.00 "60.05 352 3 256.73 1.356 "05.00 "0.67 33.8 "60.00 "60.90 355.70 260.00 1.360 8 "09.97 "0.99 330.00 "60.00 59.0 259.18 1.362 9 "05.00 "0.67 330.00 "60.00 "60.28 351.54 255.92 1.363 0 "05.00 "0.67 33.8 "60.00 "60.63 3.5.81 259.18 1.368 09.97 "0.99 330.00 "60.00 9. 353.97 258.37 1.370 2 "05.00 "0.67 330.00 "60.00 60.5" 350.66 255.10 1.37 3 05.00 "0.67 33.8 "60.00 "60.85 353.92 258,37 1,378 9 "09.97 "0".99 330.00 "60.00 59.56 353.08 257.55 1.380 05.00 "0.67 330.00 "60.00 "60.79 39.77 25.29 1.3'8= 6 "05.00 "0.67 33.8 "60.00 "6.08 35.3.N 257,55 1,388 03.95 "0".32 330.00 "60.00 "58.60 355.51 260.00 1.388 "8 09.97 "0".99 330.00 "60.00 "59.79 352.20 256.73 1.390 9 "05.00 "0.67 330.00 "60.00 "60.97 38.88 253.7 1.394 20 "09.97 "0".99 33.8 "60.00 "60.3 5.5.6 260.00 1.395 2" "03.95 "0".32 330.00 "60.00 "58.835.4.62 259.18 1.398 22 "05.00 "0.67 33.8 "60.00 "6.3" 352.15 256.73 1.398 23 "09.97 "0".99 330.00 "60.00 "60.02 351.31 255.92 1.401 29 " 05.00 " 0" . 67 333." 6 " 60.00 " 6" . 66 35.5.C2 260.00 1.402 25 "09.97 "0".99 33.8 "60.00 "60.36 5.5.8 259.18 1.405 26 "05.00 "0.67 330.00 "60.00 "6.20 37.99 252.65 1.405 27 "03.95 "0.32 330.00 "60.00 "59.06 258.7 1.408 28 "05.00 "0.67 33.8 "60.00 "6.59 351.26 255.92 1.10 29 "09.97 "0.99 330.00 "60.00 "60.25 350.2 255.10 1.11 30 "05.00 "0.67 333.6 "60.00 "6.89 259.18 1.12 09.97 0.49 33.8 60.00 60.59 353.69 258.37 1.1= z "05.00 "0.67 330.00 "60.00 6.43 xO.10 251.84 1.15 33 05.00 "0.67 33.8 "60.00 "6.77 350.37 255.10 1.20 39 "09.97 "0.99 330.00 "60.00 "60.98 30.53 25.29 1.=21 35 05.00 "0.67 333.6 "60.00 "62. .53.6Y 258.37 1.22 36 "09.97 "0.99 33.8 "60.00 "60.82 352.'80 257.55 1.2= 37 "03.92 "0 "9 330.00 "60.00 "58.39 355.27 260.00 1.25 38 "03.95 "0.32 330.00 "60.00 59.29 352.85 257.55 1.25 39 "05.00 "0.67 330.00 "60.00 "6.66 36.21 251.02 1.25 90 "05.00 "0.67 33.8 "60.00 "62.00 39.8 2.29 1.30 9" "09.97 "0.99 330.00 "60.00 "60.7 3.8.6= 253.7 1.31 92 "03.95 "0.32 330.00 "60.00 59.52 351.96 256.73 1.31 93 "05.00 "0.67 333.6 "60.00 "62.39 352.75 257.55 1.32 99 " 2.92 "0 "9 330.00 "60.00 "58.57 .39 259.18 1. 33 95 "09.97 "0.99 33.8 "60.00 "6.0` 351.92 256.73 1.3 96 "03.95 "0.32 33.8 "60.00 59.87 55.23 260.00 1.35 97 "05.00 "0.67 330.00 "60.00 "6.89 35.3.2 250.20 1.36 98 "03.95 "0.32 330.00 "60.00 59 ?` 351.08 255.92 1.37 99 "09.97 "0.99 333.6 "60.00 "6.39 55.18 260.00 1.38 50 "05.00 "0.67 33.8 "60.00 "62.23 38.59 253.7 1.40 03.92 "0 "9 330.00 "60.00 "58.8053.50 258.37 1.441 2 "03.95 "0.32 33.8 "60.00 "60.0 259.18 1.441 0`,.00 "0.67 333.6 "60.00 "62.57 351.'86 256.73 1.=2 59 "03.95 "0.32 330.00 "60.00 59.98 350.19 255.10 1.445 09.97 "0.99 330.00 "60.00 "60.99 775. 252.65 1.446 56 "05.00 "0.67 330.00 "60.00 "62.2 -.= 29.39 1.6 "05.00 "0.67 339.79 "60.00 "62.92 55.13 260.00 1.446 8 03.42 0" "9 330.00 "60.00 9.03 352.62 257.55 1.9 9 03.95 "032 33 Y "60.00 "60.32 6 25'8.37 1.9 60 "09.97 "0.99 33.8 "60.00 "6.28 351.03 255.92 1.50 6" "05.00 "0.67 33.8 "60.00 "62.96 37.70 252.65 1.50 62 "09.97 "0.99 330.00 "60.00 "6"."7 36.'86 251.'8= 1.52 63 "05.00 "0.67 333.6 "60.00 "62.80 350.97 255.92 1.52 69 "02.89 "00.96 330.00 "60.00 58.07 35.5.N 260.00 1.53 65 03.95 "0.32 330.00 "60.00 "60.2" 3.0.30 25.29 1.54 66 "09.97 "0".99 333.6 "60.00 "6.62 35.3.0 259.1'8 1.5= 67 "05.00 "0.67 330.00 "60.00 "62.36 28.57 1.55 68 "09.97 "0.99 33.8 "60.00 "6.`0 30.1! 255.10 1.56 69 "05.00 "0.67 339.79 "60.00 "63.9 3.5.2= 259.1'8 1.56 70 "09.97 "0.99 330.00 "60.00 "6.90 35.97 251.02 1.57 "03.92 "0 "9 330.00 "60.00 59.26 351.73 256.73 1.57 72 "09.97 "0.99 330.00 "60.00 6.63 35.08 250.20 1.57 73 "03.95 "0.32 33.8 "60.00 "60.55 352.57 257.55 1.58 79 "09.97 "0".99 333.6 "60.00 "6.85 1 258.37 1.60 05.00 0.67 33.8 co.00 62.69 335.3.6.81 25i. 1.61 76 "03.92 "0"."9 33".58 "60.00 "59.60 355.00 260.00 77 "02.89 "00.96 330.00 "60.00 "58.30 3.5.16 259.18 78 "03.95 "0".32 220.00 "60.00 "60.99 3.0.1 25.2.=7 79 "09.97 "0".99 33 .`,8 "60.00 "6".73 3-9.25 25.29 80 "09.97 "0".99 33".,8 "60.00 "6".96 25.2.=7 8" "03.95 "0".32 330.00 "60.00 "60.68 -7.52 252.65 8? "0`,.00 "0".67 220.00 "60.00 "62.59 3=2.6= 2.0.76 83 "05.00 "0".67 333."6 "60.00 "63.02 350.08 255.10 89 "09.97 "0".99 333."6 "60.00 "62.08 35.52 257.55 85 "03.92 "0"."9 330.00 "60.00 "59.99 350.84 255.92 86 "09.97 "0".99 333."6 "60.00 "62.30 351.63 256.73 87 "03.95 ',0',.32 33 58 "60.00 "60.78 51.6E 256.7 88 "03.95 "0".32 33".58 "60.00 "6".0" 350.79 255.92 89 "05.00 "0".67 330.00 "60.00 "62.82 3.1.7. 2=6.9= 90 "05.00 "0".67 33".58 "60.00 "62.92 345.91 251.02 9" "05.00 "0".67 339.79 "60.00 ',63.37 25'8.37 92 "03.92 "0"."9 33".58 "60.00 "59.83 3.5.11 259.18 93 "02.89 "00.96 330.00 "60.00 -58.5353.27 258.37 99 "03.95 "0".32 333."6 "60.00 "6"."3 -4.95 260.00 95 "09.97 "0".99 339.79 "60.00 "62.65 3"'.4.90 260.00 96 "03.92 "0"."9 330.00 "60.00 "59.72 349.95 255.10 97 "03.92 "0"."9 330.00 "60.00 "59.95 349.06 25.29 98 "09.97 "0".99 330.00 "60.00 "6".86 +=4.19 249.39 99 "05.00 "0".67 333."6 "60.00 "63.25 349.19 25.29 Cr'-ca_ 'a-_ure Surface (c-rc-e 1.61 1.61 1.62 1.63 1.63 1.6= 1.6= 1.6= 1.=65 1.66 1.66 1.66 1.68 1.68 1.69 1.69 1.69 1.69 1.00 1.00 1.00 1.01 1.01 1.01 Inersec�s: 2L: "05.00 YL: "0.67 2R: 330.00 YR: 160.00 Cena : Y "59."3 YC: 355.97 Rad-us: R: 260.00 2enera�ed fa--ure surface: ;20 pc-n�S 05.00 "0.67 7.46 99 33 30.03 97.60 1=2.66 96.0 68.0" 96.2 "80.67 96.86 93.28 98.22 205.'81 100.19 230.50 "05.96 292.6" "09.73 259.5" ""9.10 266.19 119.04 288.76 "30.59 299.60 "37.8 30.0 "99.29 320.2= 151.90 " ecme ry and ?rcper -es - Cr'-ca_ 7a-ure Surface (c-rc-e ", 6 slices) 155.33 96.00 218.22 102.77 277.62 12. 330.00 160.00 S, Base Pcre;ater Normal Test 'r; Let Area F.ng"e WLhh Length '_a " 5ches"cn Phi Weight Force Stress Factor 05.00 5.4 -0.6 9.99 9.52 2 0.00 35.0 63.05 326.61 152.73 1.13 2 "09.99 5.93 -0.6 9.99 9.52 2 0.00 35.0 1929.16 979.82 58.20 1.13 3.89 -0.88 -0.6 3.58 3.69 3 "00.00 18.0 2504.15 1262.12 732.64 1.07 9 7.96 50.07 -7.8 6.28 6.39 3 "00.00 1'8.0 6369.17 315.3.56 10=2.95 1.N ; 68.69 -7.8 6.28 6.39 3 "00.00 1'8.0 8777.92 323.59 133.1 1.N 6 "30.03 99.99 -5.0 6.85 6.88 3 "00.00 18.0 12163.08 596.97 1801.56 1.03 36.88 95.90 -5.0 5.78 5.80 9 2000.00 20.0 12226.10 5976.10 2280.63 1.03 8 92.66 9.80 -2.2 6.39 6.39 9 2000.00 20.0 1533.24 701.23 2495.35 1.01 9 99.00 39.75 -2.2 6.39 6.39 9 2000.00 20.0 17236.75 81.66 2795.86 1.01 X5.33 98.83 0.6 6.39 6.39 9 2000.00 20.0 19006.33 9287.25 2978.65 1.00 6.67 6.83 0.6 6.39 6.39 9 2000.00 20.0 20625.89 10098.92 3233.75 1.00 2 "68.0" "73.6 3.9 6.33 6.39 9 2000.00 20.0 22069.35 1088.88 3370.21 0.99 79.39 "89.57 3.9 6.33 6.39 9 2000.00 20.0 23=07.67 115.36.92 579.9'8 0.99 9 "80.67 38.32 6." "27 ".28 9 2000.00 20.0 051.95 240.81 3604.80 0.98 8.99 75.98 6." 5.67 5.70 3 "00.00 18.0 22179.82 11013.54 8852 86 0.98 6 87.6 "82 73 6 `,.67 5.70 3 "00.00 1'8.0 2303.0.70 116'8.57 =001.12 0.9'8 93.22 "88.50 8.9 5.65 `,.72 3 "00.00 18.0 2 "3.59 11907.0 101.77 0.97 "8 98.93 "99.2 8.9 5.65 5.72 3 "00.00 18.0 2205.12 12262.18 209.98 0.97 9 209.58 92.97 8.9 ".23 ".29 2 0.00 r.0 871.8 271.63 201.40 0.93 20 205.8" 220.7 6.2" 6.39 2 0.00 35.0 27521.65 1032.33 211.61 0.92 2" 22.02 225.0" 6.2" 6.39 2 0.00 35.0 28126.40 1340.68 4304.15 0.92 22 28.22 "92.99 9.5 3.89 9.02 2 0.00 35.0 17873.16 9217.26 317.54 0.91 23 222,.. 99... 9.5 3.89 9.02 2 0.00 35.0 18013.18 9289.0 351.35 0.91 29 226.00 "68.20 "9.5 9.50 9.65 2 0.00 35.0 21008.63 1082.94 3.'8.52 0.91 25 230.50 "97.90 "7.3 5.25 5.50 2 0.00 35.0 2612.06 12903.16 3.53.86 0.90 26 235.75 "97.98 "7.3 5.25 5.50 2 0.00 35.0 239.53 1291.54 369.34 0.90 27 29.00 60.68 "7.3 ".6" ".68 2 0.00 35.0 -4.91 3966.51 36.07 0.90 28 292.6" 229.97 20." 5.95 6.39 2 0.00 35.0 27909.89 14917.65 4306.02 0.89 %9 298.`,6 ??3.30 20." 9`, 6.39 2 0.00 3.5.0 27763,27 103.9.70 =283.1 0.'89 30 259.5" 277.56 22.9 7.99 8."3 2 0.00 35.0 .07.57 18804.09 186.53 0.89 262.00 53.27 22.9 9.9 9.55 2 0.00 35.0 1905.09 10185.33 119.20 0.89 2 266.9 20.32 2.7 6.39 2 0.00 35.0 25521.61 13290.06 3982.64 0.88 33 27.9" 200.98 2.7 6.39 2 0.00 3.5.0 2016.7 12201.0 3863.33 0.'8'8 39 277.62 8.95 28.5 ?.38 2.7 2 0.00 3.5.0 101' .'87 071.79 3720.34 0.8'8 35 280.00 "99.50 28.5 9.38 9.99 2 0.00 35.0 17952.52 839.01 3.555.07 0.88 36 ?89.38 39.07 28. 9.38 9.99 0.00 3.5.0 1660.28 765.3..65. 3291.06 0.' 37 288.76 50.9" 3" . 3 5.92 6.39 2 0.00 35.0 18665.6 8610.52 2933.99 0.88 38 294.8 32 6 33 .92 6.39 2 0.00 .0 163. 307.09 2572.70 0.'7 39 299.60 `,2.86 39." 2.90 2.90 2 0.00 3.5.0 650.39 2897.29 2267.67 0.'80 90 302.00 60.59 39." 3.00 3.62 0.00 15.0 6659.15 3205.5 1765.2 0.80 9" 305.00 3.99 39." .72 2.08 2 0.00 35.0 3949.58 1629.72 1896.34 0.89 92 306.72 56.98 39." 3.38 9.08 6 50.00 16.0 7057.5 2765.3'8 1883.0 1.05 93 30.0 K.85, 36.9 3.6" 9.52 6 50.00 16.0 x57.10 235.82 18.69 1.07 99 3"3 7 68.89 36.9 6.3 8.7 0.00 3.5.0 8610.7= 231;.7'8 1022.73 0.'89 95 320.29 7.82 39.7 2.53 3.29 2 0.00 3.5.0 2227.97 215.11 630.82 0.90 96 322.77 2.69 39.7 7.23 9.90 2 0.00 35.0 2711.29 0.00 259.92 0.90 XArea: 579.96 Path Length: 290.9`, XWeight: 7188,3. 75 LFN_. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I consulting ?rcjec : D?C S' e • ?:A8""9 D?C -n-ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 7 Full EQ.gmf Prccessed: 30 Jul 209 _5:56:59 E _A: ina-ys-s " - Case 7 - Fu-- Reservc-r EQ va-er-a- ?rcper�-eS ,7 ma�er-a-S, " ,Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c _,:aer-a-: 2 ,Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ,Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,:aer-a-: 9 ,Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ,Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ,Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2,:a er-a-: 7 ,Y_chr-Ccu-curb-sc_rcp-c) - S--- Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Un-s ae-gh� cf 62.900 'a-er-a- ?rcf--es ( prof --es Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 Prcf--e: ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "60.00 302.00 "60.00 Prcf--e: 2 ,2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "97.00 302.00 "97.00 Prcf--e: 3 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "92.00 302.00 "92.00 Prcf--e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 0.00 "00.00 302.00 "00.00 Prcf--e: 5 ,2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrec�_ 0.00 97.00 302.00 97.00 Prcf--e: 6 ,2 pc -nos) Y_a�er-a- beneaih: 5 - S-urry 302.00 "60.00 305.00 "60.00 Prcf--e: 7 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 305.00 "60.00 995.00 "60.00 Prcf--e: 8 ,2 pc -n s, a er-a- beneaih: 6 - C -ay 305.00 "97.00 995.00 "97.00 Prcf--e: 9 ,2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 305.00 "92.00 995.00 "92.00 Prcf--e: "0 ,2 pc -nos) Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 305.00 "00.00 995.00 "00.00 Prcf--e: "" ,2 pc -nos) Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 302.00 97.00 995.00 97.00 S-cpe Surface ,9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ,9 pc -n= 0.00 "59.00 Fa--ure Surface "00.00 "00.00 "00.00 "59.00 280.00 160.00 262.00 5 .00 In -a- c-rcu-ar surface fcr cr-_ca- search def-ned by: XL,XR,R Iriersec�s: XL: "05.00 YL: "0.67 XR: 330.00 YR: Cen_re: n. 7.73 YC: 36.37 Radius: R: Earinguas_e Fcrce Pseudc-sJa�-c earinguas_e (se-sn±c) cceff-c-en: 0.070 Varrab-e Res_ra-nos Parame�er descr-p_cr: Range cf var-a -cn: Ir-a_ pcs-�-cns w -Ti -n range: XL X R R "0.00 30.00 50.00 20 20 50 160.00 265.00 160.00 54.00 RESULS: ina-ys-s " - Case 7 - Fu-- Reservc-r EQ B-shcp S- rap __f -el `ethcd cf Yna-ys-s --'rcu-ar Fa--ure Surface Cr -ca- Fa -lure Surface Search us-ng Y_u -ple C-rcle Cenera-cn Techniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 2.792 Pna-ys-s Summary There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces Cr -ca- ;m -n -mum; Fac cr cf Sate -_y: ".98 Resu- s Summary - Lcwes 99 rac cr cf Safe_y c-rc-es C-rc-e Y -Let Y -Let 5-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 "0.67 330.00 "60.00 7.73 361.37 265.00 1.978 <-- Critical Surface 2 "05.00 "0.67 330.00 "60.00 "58.02 360.27 263.98 2.007 3 05.00 "0.67 330.00 "60.00 -58.30 359.17 262.96 2.037 9 "09.97 "0.99 330.00 "60.00 Th7.97 361.1, 265.00 2.063 05.00 "0.67 330.00 "60.00 358.07 261.9, 2.066 6 "05.00 "0.67 33.8 "60.00 59.0" 361.11 265.00 2.078 "05.00 "0.67 330.00 "60.00 -58.87 356.96 260.92 2.086 8 "05.00 "0.67 33.8 "60.00 59.29 360.00 263.98 2.090 9 "09.97 "0".99 330.00 "60.00 360.0, 263.98 2.092 0 "09.97 "0".99 330.00 "60.00 "50.09 358.9, 262.96 2.102 .05.00 "0.67 330.00 "60.00 "59.6 55.86 259.90 2.110 2 "05.00 "0.67 33.8 "60.00 59.57 358.90 262.96 2.118 3 05.00 "0.67 330.00 "60.00 59.95 - 258.88 2.129 9 "09.97 "0".99 330.00 "60.00 -58.32 357.8, 261.9, 2.131 03.95 "0".32 330.00 "60.00 Th7.20 360.91 265.00 2.135 6 "05.00 "0.67 33.8 "60.00 59.86 357.80 261.9, 2.137 09.97 "0".99 33.8 "60.00 -58.79 360.88 265.00 2.139 "8 05.00 "0.67 333.6 "60.00 "60.27 360.8, 265.00 2.1,5 9 "09.97 "0".99 330.00 "60.00 58.6" X56.73 260.92 2.1,9 20 "05.00 "0.67 330.00 "60.00 "59.7353.65 257.86 2.1,9 2" "03.95 "0".32 330.00 "60.00 "57.98 359.81 263.98 2.153 22 "09.97 "0".99 33.8 "60.00 59.02 359.77 263.98 2.157 23 "05.00 "0.67 33.8 "60.00 "60.9 356.69 260.92 2.157 29 "05.00 "0.67 333.6 "60.00 "60.56 359.73 263.98 2.166 25 "09.97 "0".99 330.00 "60.00 "58.90 355.63 259.90 2.169 26 "03.95 "0".32 330.00 60.0058.71 262.96 2.171 7 05.00 "0.67 330.00 "60.00 "60.02 352.5, 256.'8, 2.172 28 "05.00 "0.67 33.8 "60.00 "60.93 355.59 259.90 2.175 29 "09.97 "0.99 33.8 "60.00 358.67 262.96 2.1„ 30 "05.00 "0.67 333.6 "60.00 "60.89 358.63 262.96 2.182 3" 05.00 "0.67 330.00 "60.00 "60.3" 351.,3 255.82 2.187 2 "03.95 "0".32 330.00 "60.00 -58.06 357.60 261.9, 2.190 33 09.97 "0.99 330.00 "60.00 59.8 =.52 258.88 2.191 39 "03.92 "0 "9 330.00 "60.00 "56.93 360.68 265.00 2.193 35 05.00 "0.67 33.8 "60.00 "60.7" - 258.88 2.19, 36 "09.97 "0".99 33.8 "60.00 59 w9 261.9, 2.19, 37 "03.95 K32 33 8 "60.00 `8.97 60.65 265.00 2.19'8 38 0`.00 "0.67 333.6 "60.00 "6"."2 357.52 261.9, 2.201 39 "09.97 "0".99 333.6 "60.00 "60.0" 360.61 265.00 2.202 90 "09.97 "0".99 330.00 "60.00 59.97 .,2 257.86 2.206 9" "05.00 "0.67 330.00 "60.00 "60.60 350.32 25,.80 2.207 92 "05.00 "0.67 339.79 "60.00 "6.59 360.57 265.00 2.208 93 "03.95 "0".32 330.00 "60.00 "58.39 356.50 260.92 2.211 99 "03.92 "0 "9 330.00 60.007.22 359.58 263.98 2.212 95 "09.97 "0".99 33.8 "60.00 `,9,88 356.,6 260.92 2.213 96 "05.00 "0.67 33.8 "60.00 "6.00 257.86 2.213 97 "03.95 "0".32 33".`8 "60.00 58.76 352.5, 263.9'8 2.215 98 "05.00 "0.67 003.6 "60.00 "6.90 356.,2 260.92 2.220 99 "09.97 "0".99 333.6 "60.00 "60.29 359.50 263.98 2.220 50 "09.97 "0".99 330.00 "60.00 59.76 352.31 256.8, 2.225 03.95 "0".32 330.00 "60.00 -58.63 355.,0 259.90 2.226 2 "05.00 "0.67 330.00 "60.00 "60.88 3,9.21 253.78 2.226 0`,.00 "0.67 339.79 "60.00 "6.82 359.,6 263.9'8 2.227 59 "09.97 "0".99 33.8 "60.00 "60.6 5. 259.90 2.231 05.00 "0.67 33.8 "60.00 6.28 352.26 256.'8, 2.22 56 "03.95 "0".32 33.8 "60.00 59.09 -- 262.96 2.233 "03.92 "0 "9 330.00 "60.00 358.,8 262.96 2.233 8 "09.97 "0".99 333.6 "60.00 60.5,7 358.,0 262.96 2.23'8 9 "05.00 "0.67 333.6 "60.00 "6.69 55.31 259.90 2.238 60 "09.97 "0.99 330.00 "60.00 "60.09 351.20 255.82 2.2 „ 6" "03.95 "0.32 330.00 "60.00 "58.92 35,.29 258.88 2.2 „ 6% 0`.00 "0.67 339.79 "60.00 "62.0 262.96 2.2,5 63 "05.00 "0.67 330.00 "60.00 "6"."7 J,8.10 252.76 2.2,6 69 "09.97 "0.99 33.8 "60.00 "60.95 35,.25 258.88 2.250 65 03.95 "0.32 33.8 "60.00 59.33 261.9, 2.251 66 "02.89 "00.96 330.00 "60.00 56.67 360.,5 265.00 2.255 67 "05.00 "0.67 33.8 "60.00 "6.57 351.15 255.82 2.255 68 "09.97 "0".99 333.6 "60.00 "60,8` 7.29 261.9, 2.256 69 "03.92 "0 "9 330.00 "60.00 79 261.9, 2.257 70 0`.00 "0.67 333.6 "60.00 "6.97 5,.20 25'8.88 2.257 "03.95 "0".32 333.6 "60.00 59.79 360.38 265.00 2.258 72 "03.95 "0".32 330.00 "60.00 59.2" 353.18 257.86 2.262 73 "03.92 "0 "9 33.8 "60.00 -58.20 360. ,2 265.00 2.262 74 "09.97 "0".99 330.00 "60.00 "60.33 350.09 25,.80 2.262 0'9.97 "_0"_.49 229.79 "_60.00 "_6"_.27 360.33 265.00 2.262 76 "05.00 "0".67 339.79 "60.00 _62.38 35.7.2= 261.9= 2.26= 77 "05.00 "0".67 330.00 "60.00 "6".96 36.99 251.73 2.265 78 "02.89 "00.96 330.00 "60.00 "56.95 359.35 263.98 2.265 79 "03.92 "0"."9 330.00 "60.00 _58.08 856.27 260.92 2.267 80 "_04.47 "_0"_.49 7" `,Y "_60.00 "_60.73 8.1= 257.'86 2.26'7 8" "05.00 "0".67 336.32 "60.00 "62.79 360.29 265.00 2.270 82 "03.92 "0"."9 33".58 "60.00 _58.99 859.31 263.98 2.272 83 "05.00 "0".67 33".58 "60.00 "6".85 350.04 25.80 2.274 89 "0'9.97 "0".99 233."6 "60'.00 "6"."9 356.1'8 260'.92 2.275 85 "05.00 "0".67 333."6 "60.00 "62.26 353.09 257.86 2.276 86 "02.89 "00.96 330.00 "60.00 7.29 358.25 262.96 2.280 87 "03.92 "0"."9 330.00 "60.00 -58.37 55.16 259.90 2.281 88 "03.95 "0".32 33".58 "60.00 "59.6" 356.23 260.92 2.281 89 "0'9.97 "0".99 339.79 "60'.00 "6". 359.23 263.9'8 2.281 90 "09.97 "0".99 330.00 "60.00 "60.62 348.98 252.78 2.281 9" "05.00 "0".67 339.79 "60.00 "62.66 356.12 260.92 2.282 92 "05.00 "0".67 330.00 "60.00 "6".75 87 250.71 2.285 7 "03.95 "0".32 333."6 "60.00 "60.02 359.27 263.98 2.286 99 "03.92 "0"."9 33".58 "60.00 "_58.77 358.21 262.96 2.287 95 "09.97 "0".99 33".58 "60.00 "6".02 352.03 256.84 2.287 96 "03.95 "0".32 330.00 "60.00 59.99 352.07 256.84 2.287 97 "05.00 "0".67 336.32 "60.00 "63.07 359.18 263.98 2.289 98 "03.95 "0".32 33".58 "60.00 "59.90 55.12 259.90 2.292 99 '09.97 "0".99 333."6 "60.00 "6".92 355.07 259.90 2.293 9r -ca_ 7a-_ure Surface ;c-rc_e Inersec�s: XL: "05.00 YL: "0.67 XR: 330.00 YR: 160.00 Cen re: 7 Y 2G".7 Rad-us: R: 265.00 genera ed fa-eure surface: ;20 pc -n s 05.00 "0.67 7.97 99.99 "30.02 97.82 142.65 96.80 155.30 96.38 67.96 96.56 80.60 97.36 93.9 98.75 205.69 100.74 218.09 103.33 230.3 06 5, 292.99 ` 0.27 29.39 9.60 266.02 119.50 277.7 12.95 288.60 "30.99 299.96 "37.95 30.00 "99.8 320.18 152.00 330.00 160.00 - Yecme=y and Prcper�-es - Cr -ca- Fa--ure Surface (c-rc-e ", -7 slices) Base k Lef Area Ang-e W±dth Leng-_h ia__ 05.00 59 "0." 9.67 9.75 2 2 "09.67 "6.77 "0." 9.67 9.7`, 2 9.35 "7.90 "0." 2 7 9 7.97 99.7 -7.9 6.28 6.33 2.75 67.9" -7.9 6.28 6.33 6 30.02 66.99 -9.6 5.06 5.0'7 "3.08 77.59 -9.6 5.06 5.07 8 "90.9 92.36 -9.6 `,; 9 42 6`, `,6 9 6.33 6.33 9 55.30 96.02 0.8 6.33 6.33 9 ? 6.63 58.79 0.8 6.33 6.33 9 "2 67.96 "87.95 2.6 6.9`, 6.97 9 9 79.92 "63.9" 2.6 5.69 5,70 80.60 90.3 6.3 6.29 6.33 6 86.90 98.99 6.2 6.29 6.33 93' . 9 28.03 9 3.92 3.97 -°; 30,70 9' 392 2 97 "9 20".C2 58.95 9 9.GG .72 2 20 205.69 26.9 "".8 6.20 6.33 2 2" 2.89 220.92 "".8 6.20 6.33 22 28.09 "93.0 "9.5 3.96 9.09 23 222.09 "99.26 "9.5 3.96 9.09 29 226.00 "59.87 "9.5 9.35 9.99 25 230.35 "9'7.07 7.3 5.33 5.58 26 23.67 7.3 5.33 5.58 27 29.00 53.2 "7.3 ".99 2 28 292.99 220'.82 20,0 9`, 6.33 29 298.39 29.73 20.0 0.95 6.33 30 29.39 90.5.,, „ 83 9 22.7 39.26 22.7 3.83 9."5 2 262.00 "99.59 22.7 9.02 9.35 22 266.02 202.99 25.5 5.72 6.33 29 27" 7 97.80 25 72 6.33 25 277.95 86.68 22.2 2.90 26 280,0'0 39.9 28.2 9.30 9.00 2 37 284.30 9.90 20.2 9.30 9.00 38 288.60 "90.99 2".0 .93 6.33 39 299.03 "3.26 3".0 5.93 6.33 90 299.96 55.08 33.7 2.59 3.05 9" 302.00 59.56 33.7 3.00 3.6" 92 305.00 23.58 33.7 ".28 ".59 93 306,28 62,30 22.7 2.72 9.97 99 30.00 98.69 26.9 3.9" 9.29 9` 33.4 "" 6.9 6.77 8.42 96 320.8 39.2 2.95 2.7 97 222.69 22.04 29.2 7,36 9.`,0 Cches-cn Phi 0.00 35.0 0.00 35.0 00.00 18.0 00.00 18.0 00.00 18.0 00.00 18.0 00.00 18.0 2000.00 20.0 2000.00 20.0 2000.00 20.0 2000.00 20.0 2000.00 20.0 2000.00 20.0 00.00 18.0 00.00 18.0 00.00 18.0 00.00 18.0 "00.00 18.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 35.0 0.00 -5.0 0.00 35.0 50.00 16.0 50.00 16.0 0.00 35.0 0.00 35.0 0.00 35.0 Pcre;ater Normal Test Weight Force Stress Factor 698.60 15627.98 371.49 1.08 2095.91 1597.90 35.83.28 1.08 2189.02 10727.87 8760.69 1.05 623.02 2171.76 37 2.'89 1.03 605.00 22035.67 4202.67 1.03 0560.74 17852.35. 471.06 1.02 9918.62 17982.04 566.23 1.02 5=19.'5 8961.8 -70.59 1.02 15030.21 2261.57 O33.00 1.01 1688 “ 2272.21 O95.O 1.01 1861.25 227=7.1= ,C'7 .'81 1.00 20201.04 22710.36 5193.3 1.00 2 85.1.13 2-873.12 5231.58 0.99 20682.85 20198.09 5368.19 0.99 23996.79 2221.6'8 500.'89 0.99 25028.37 21966.25 532.56 0.99 16062.02 13610.26 526.84 0.99 16357.N 1355 6 5.19.68 0.99 198 8.15 1580 865.97 0.96 27017 36 20'7 .23 315.62 0'.95 27615.12 2027 5279.'82 0.95 17887.04 12788.3 5204.00 0.95 18031.90 12526.96 5156.81 0.95 19968.19 1365.40 5103.96 0.95 25.71.89 O87.60 0.9= 2e04.02 15665.15 '82.98 0.94 665",.75 132.88 817.62 0. 2 01 1688.96 e97.23 0.94 27317.5 15992.97 1769.82 10005.05 0. 1,312.05 95.88.5.6 C267.52 0.9= 17973,9'8 9602.01 1'82.'85 0.9= 25.168.1 13092.32 =066.3= 0.95 2.'2.64 12015.85 395.16 0.95 10771.54 5130.70 3°26.69 0.95 17381.78 8081.00 3659.80 0,95 161=0'.22 56 339.26 0'.95 1'0'02.20 868.07 80'=2.12 0'.96 16271.'8 7181.09 2670.65 0.96 6821.53 2989.04 2361.39 0.97 65.5.1.81 3117.37 1°51.22 0.90 291..72 1192.82 1991.28 0.97 7717.23 2999.89 1927.03 1.10 6065.02 2187.76 1637.50 1.12 0008.96 2363.83 1098.69 0.99 216.81 197.5 693.03 1.00 2760.95 0.00 291.04 1.00 X -S Area: 5650.05 Path Length: 290.60 X -S Weight: 706850.62 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?G "-n-ng S -e\S-cpe Saab y\Ga na\Y_cde-s\DPG Case 8 RD EQ.gmf Processed: 30 Jul 2019 16:08:50 E "1: ina-ys-s " - Case 8 - Rap -d Draw Dcwn EQ va-er-a- ?rcper�-eS ;7 ma�er_a-Si " ;Y_chr-Cculcmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Gravel Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '2./'_aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJable Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5 ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c '2'_a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin± ae-ghcf wa�er: 62.900 Uri± ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- Prcf--es ("` prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 75.00 375.00 75.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "65.00 375.00 "65.00 Prcf±le: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Gravel 0.00 "58.00 375.00 "58.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "32.00 375.00 "32.00 Prcf±le: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Gravel 0.00 "23.00 375.00 "23.00 Prcf±le: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 375.00 "00.00 Prcf--e: S ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 375.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 75.00 75.00 378.00 75.00 Prcf±le: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Gravel 78.00 75.00 990.00 ?5.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 78.00 "65.00 990.00 "65.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 78.00 "58.00 990.00 "58.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 78.00 "32.00 990.00 "32.00 Prcf±le: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Gravel 78.00 "23.00 990.00 "23.00 Prcf±le: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 78.00 "00.00 990.00 "00.00 Prcf-"e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 75.00 97.00 990.00 97.00 SS-cpe Surface ;9 pc -_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "25.00 "00.00 "25.00 "00.00 350.00 175.00 332.00 169.00 In -a- c-rcu-ar surface fcr cr -ca- search def-ned by: XL,XR,R -n ersec s: 2L: "28.00 YL: "0.00 2R: 900.00 IR: Cen_re: "02.99 YC: 398.99 Radius: R: Earinguas_e Fcrce Pseudc-s_a_-c ear_hguas_e (se-sn±c) cceff-c-ens: 0.070 Varrab-e Res_ra-nos 175.00 305.00 175.00 169.00 Parame�er descr-p_cr: LL LR Range cf var-a -cn: Ir-a- pcs -cns w -Ti -n range: 6.00 20 30.00 20 "0.00 50 RESUI=: D.na-yS-s - 7ase 8 - Rap -d Dra-1 Dc -In FQ B-shcp rmp__f-el `ethcd cf D.na-,s - 7,rcu-ar Fa--ure Surface Cr'-'ca Fa--ure Surface Search us-ng vu -p -e C-rc-e Cenera�-cn-echniques In' -'a fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: .988 Ana-ys-s Sumary There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces Cr -ca- ;m -n -mum; Fac cr cf Sate -_y: Resu- s Sununary - Lcwes 99 Sac cr cf Sate -_y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 28.00 "0".00 900.00 55.00 "92.99 398.99 305.00 1.309 <-- Critical Surface 2 "28.00 "0".00 900.00 75.00 "93.05 398.77 34.80 1.309 3 28.00 "0".00 900.00 ?5.00 93."" 398.55 30.59 1.309 9 "28.00 "0".00 900.00 55.00 93.8 398.33 30.39 1.309 28.00 "0".00 900.00 75,.00 93.29 398.11 3N .18 1.309 6 "28.00 "0".00 900.00 75,.00 93.30 397.88 303.98 1.309 "28.00 "0".00 900.00 75,.00 93.36 397.66 303.78 1.316 8 28.00 "0".00 900.00 55.00 93.92 397.44 303.57 1.317 9 28.00 "0".00 900.00 55.00 93.98 397.22 303.37 1.318 0 "28.00 "0".00 900.00 55.00 93.59 396.99 303.16 1.319 27.68 "00.89 900.00 55.00 92.89 398.85 305.00 1.320 2 "28.00 "0".00 900.00 75.00 "93.60 396.77 302.96 1.320 3 27.68 "00.89 900.00 75,.00 "92.90 398.63 30.80 1.320 9 "28.00 "0".00 900.00 75,.00 93.66 396.55 302.76 1.321 27.68 "00.89 900.00 55.00 92.96 398.41 34.59 1.321 6 "28.00 "0".00 900.00 55.00 93.72 396.33 302.55 1.322 27.68 "00.89 900.00 55.00 93.02 398.19 34.39 1.322 "8 28.00 "0".00 900.00 ?5.00 93.78 396.10 302.35 1.322 9 "27.68 "00.89 900.00 75,.00 93.08 397.96 34.18 1.323 20 "28.00 "0".00 900.00 75.00 93.89 395.88 302.14 1.323 2" "27.68 "00.89 900.00 ?5.00 "93.9 397.74 303.98 1.32 22 "28.00 "0".00 900.00 55.00 "93.90 395.66 301.94 1.32 23 "27.68 "00.89 900.00 75.00 "93.20 397.52 303.78 1.325 29 "28.00 "0".00 900.00 75.00 "93.96 395. « 301.73 1.325 25 "27.68 "00.89 900.00 55.00 "93.27 397.30 303.57 1.326 26 "28.00 "0".00 900.00 75.00 "99.02 395.21 301.53 1.326 27 "28.00 "0".00 90".58 55.00 "99.27 398.71 305.00 1.326 28 "27.68 "00.89 900.00 75.00 "93.33 397.08 303.37 1.327 29 "28.00 "0".00 900.00 75.00 "99.08 39.99 301.33 1.327 30 "28.00 "0".00 90".58 55.00 "99.33 398.L9 34.80 1.327 3" 27.68 "00.89 900.00 75,.00 "93.39 396.85 303.16 1.328 2 "28.00 "0".00 900.00 75,.00 "99.9 39.77 301.12 1.328 33 28.00 "0".00 90".58 55.00 "99.39 398.27 34.59 1.328 39 "27.37 "00.79 900.00 55.00 "92.69 398.71 305.00 1.328 35 27.68 "00.89 900.00 75,.00 93.95 396.63 302.96 1.328 36 "28.00 "0".00 900.00 75,.00 "99.20 39.5.5 300.92 1.329 37 "28.00 "0".00 90".58 55.00 "99.95 398.05 34.39 1.329 38 "27.37 "00.79 900.00 55.00 92 r ` 398.49 34.80 1.329 39 "28.00 "0".00 900.00 55.00 "99.27 39.32 300.71 1.329 90 "27.68 "00.89 900.00 75,.00 93.`" 396.1 302.76 1.329 9" "28.00 "0".00 90".58 55.00 "99.5" 397.82 304.18 1.330 92 "28.00 "0".00 900.00 75,.00 "99.33 39.10 300.51 1.330 93 "27.37 "00.79 900.00 55.00 "92.8" 398.27 304.59 1.330 99 "27.68 "00.89 900.00 55.00 93.57 396.19 302.55 1.330 95 "28.00 "0".00 90".58 55.00 "99.57 397.60 303.98 1.331 96 "28.00 "0".00 900.00 55.00 "99.39 393.88 300.31 1.331 97 "27.37 "00.79 900.00 55.00 "92.87 398.05 304.39 1.331 98 "27.68 "00.89 900.00 55.00 93.63 395.96 302.35 1.331 99 "28.00 "0".00 90".58 55.00 "99.63 397.38 303.78 1.331 50 "28.00 "0".00 900.00 55.00 "99.95 393.65 300.10 1.332 27.37 "00.79 900.00 55.00 "92.93 397.82 304.18 1.332 2 "27.68 "00.89 900.00 55.00 93.69 395.74 302.14 1.332 28.00 "0".00 90".58 75,.00 99.69 397.16 303.57 1.332 59 "28.00 "0".00 900.00 75,.00 "99.5" 393.3 299.90 1.332 27.68 "00.89 900.00 55.00 93.7` 395.52 301.9 1.333 56 "2?.37 "00.79 900.00 75,.00 92.99 397.60 303.98 1.333 "28.00 "0".00 90".58 75,.00 "99.75 396.93 303.37 1.333 8 "28.00 "0".00 900.00 55.00 "99.57 393.21 299.69 1.333 9 "27.68 "00.89 900.00 55.00 93.8" 395.29 301.73 1.333 60 "28.00 "0".00 90".58 75,. 00 99.8" 396.71 303.16 1.334 6" "27.37 "00.79 900.00 75,.00 93.05 397.38 303.78 1.334 62 "28.00 "0".00 900.00 75,.00 "99.63 392.98 299.9 1.334 63 %7.68 "00.89 900.00 X5.00 93.87 3.95.07 301.5.3 1,33_ 69 28.00 "0".00 90".58 55.00 "99.87 396.9 302.96 1.334 65 "2?.37 "00.79 900.00 75,.00 93."" 397.16 303.57 1.335 66 "27.68 "00.89 90".58 55.00 "99.2 398.57 305.00 1.335 67 "28.00 "0".00 900.00 75.00 "99.69 392.76 299.29 1.335 68 27.68 00.89 69 28.00 "0".00 70 ?7.7 00.79 27.68 00.89 72 28.00 0".00 68 008 79 28.00 "0".00 68 00.89 77 28.00 "0".00 8 68 00.89 79 28.00 "0".00 80 i 00• 9 Y" 7.68 00.89 82 28.00 "0".00 83 "27.05 "00.68 84 27.68 00.89 85 28.00 "0".00 86 00.79 87 27.68 00.89 88 28.00 "0".00 89 "27.05 "00.68 90 "27.68 "00.89 9" "28.00 "0".00 7 00.79 93 7.68 00.89 99 28.00 "0".00 95 27.68 00.89 96 "27.05 "00.68 9' "28.00 "0".00 98 7 00.79 00 27.68 0,0,.80 nr -ca_ a-_ure Surface ;c-rc_e 900.00 90".58 900.00 4K.58 900.00 900.00 90".58 90".58 900.00 900.00 900.00 90".58 900.00 90".58 900.00 900.00 900.00 90".58 900.00 90".58 900.00 900.00 900.00 90".58 900.00 90".58 900.00 900.00 900.00 90".58 900.00 90".58 5.00 "93.93 39.85 75.00 "99.93 396.26 75.00 98 "7 396.93 75.00 94.8 398,35 75.00 97.75 392.5 75.00 " 93.99 39.63 75.00 "99.99 396.04 75.00 "99.29 398.13 75.00 "93.23 396.71 75.00 "99.8" 392.31 '5.00 " 94.05 39.20 ?5.00 "95.05 395.82 75.00 93.29 396.49 75.00 99.30 397.90 75.00 "99.87 392.09 75.00 "92.59 398.57 75.00 "99."" 39.18 ?5.00 "5."" 395.59 75.00 "93.36 396.27 75.00 "99.36 397.68 75.00 "99.93 391.87 75.00 "92.60 398.35 75.00 "99.7 393.96 75.00 '5."7 395,37 75.00 93.92 396.0 .00 99.92 397.6 5.00 99.99 391.64 75.00 "99.23 393.73 75.00 "92.66 398.13 75.00 "95.23 395.15 75.00 "93.98 395.82 75.00 "99.98 397,2 In ersec s: 5L: "28.00 YL: "0.00 5R: 900.00 YR: Cen_re: YC9?.99 YC. 398.99 Rad-us: R: 2enera�ed to±_ure surface: ;20 pc-n_s 28.00 "0.00 "93.9 98.0 _58.92 95.96 209.6" 99.22 220.00 9.9 235.2 96.95 280.98 "06.8" 295."3 6" 309.53 "_7.13 30.78 "37.98 363.77 ,96.29 376.33 .1 `,.25 - Gecmery and Prcper�-es - Cr-ca- Fa--ure Surface (c-rc-e ", slices) 301.33 302.76 7 30.80 299.08 301.12 302.5.5. 30=.59 303.16 298.88 300.92 302.35 302.96 32.39 298.67 305.00 300.71 302.1= 302.76 C.18 298.=7 30.80 300.51 301.94 302.55 303.98 29'8.27 300.31 30=.59 301.73 302.35. 303.78 175.00 305.00 173,78 25.0.5.3 3.23..63 .41 1.335. 1.335. 1.335. 1.335. 1.336 1.336 1.336 1.336 1.336 1 1.337 1.337 1.337 1.337 1.337 1.337 1.337 1.337 1.338 1.338 1.338 1.338 1.338 1.338 1.338 1.338 1.339 1.339 1.339 1.339 1.339 1.339 9.60 99.0 123.39 16.72 189.19 265.60 39 =00.00 9.02 102.76 130.34 175.00 S_ -S Base Pcre;ater Normal Test 'r; Let Area Ang-e WLhh LengAh '_a-- Cches-cn Phi Weight Force Stress Factor 28.00 7.4 -0.9 5.2" 5 3" 2 0.00 35.0 892.19 53.65 180.91 1.13 2 "33.2" 20.07 -0.9 9.97 5.06 3 "00.00 18.0 26.31 1275.05 51.26 1.07 3 38.8 33.0" -0.9 9.97 5.06 3 "00.00 18.0 4239.98 2097.49 891.31 1.07 9 "93.9 76.88 -8.0 7.89 7.92 3 "00.00 18.0 9916.92 8 3..65 1299.65 1.05 x,0.98 99.76 -8.0 7.93 9 2000.00 20.0 12888.10 6285.30 1992.35 1.05 6 "58.92 "29.02 7.68 9 2000.00 20.0 16665.26 8082.16 2336.96 1.03 "66.0 53.90 7.68 9 2000.00 20.0 19859.6L 961.15 2758.27 1.03 8 73.78 77.90 2.2 7.70 9 2000.00 20.0 22920.55 11108.62 3.00.3 1.01 9 8.48 -99.93 -2.2 7.70 9 2000.00 20.0 2710.1 128 .3.8 313.47 1.01 0 "89.9 35.96 0.7 9.8" 9.8" 9 2000.00 20.0 17390.07 85.3.09 1.00 99.00 57.89 0.7 5.30 5.0 9 2000.00 20.0 20212.5 9853.22 378.5.8 1.00 2 "99.30 66.9" 0.7 5.30 5.0 9 2000.00 20.0 21286.84 10415.88 3986.82 1.00 209.6" 256.69 3.6 7.69 9 2000.00 20.0 3258.23 16049.80 101.72 0.98 9 22.30 272.67 3.6 7.69 9 2000.00 20.0 321.97 1704°.98 3.38.78 0.98 220.00 28.82 6.5 7.66 9 2000.00 20.0 391'8.80 17951.80 6.59 0.98 6 227.66 298.67 6.5 7.66 9 2000.00 20.0 3717.N 1'875'.x'8 -639.37 0.9'8 ?.3? 307.78 9.9 7.6" 3 "00.00 18.0 38C25.22 196",3= 039.52 0.97 899.99 37.96 9.9 7.6" 3 "00.00 18.0 3981.80 20080.77 5076.06 0.97 9 250.53 "03.00 "2.3 2.92 2.98 3 "00.00 18.0 12775.95 6578.61 5122.5'8 0.97 20 ??.9 9 3 6.32 6.97 z 0.00 3.5.0 337N.22 17367.24 505 71 0.92 2" ?9.27 276.50 "2.3 6.32 6.97 2 0.00 35.0 3278.02 17660.3 51-0.73 0.92 22 265.60 329.83 5.2 7.99 _ 2 0.00 35.0 40893.85 21329.3 510.53 0.90 23 273.09 333.22 7.99 2 0.00 35.,0 1317.67 215'7.6'7 5202.'79 0.90 29 280.98 330.09 8." 7.33 2 0.00 35.0 0925.83 21669.03 5171.3 0.90 25 287.80 330.38 "8." 7.33 2 0.00 35.0 40967.35 21690.85 5176.65 0.90 26 29."3 "79.06 2.0 3.87 9.-9 2 0.00 35.0 21583.1 11635.12 5108.23 0.89 27 299.00 23.70 2.0 5.26 5.69 2 0.00 35.0 29202.24 15755.37 5078.07 0.89 28 309.26 239.29 2.0 5.26 5.69 2 0.00 3.5.0 28980.23 15661.35 5040.22 0.89 29 309.3 230.89 23.9 5.29 5.73 2 0.00 35.0 28504.11 15756.3 027.52 0.88 30 39.76 227.82 23.9 5.29 5.73 2 0.00 35.0 28081.49 15550.61 5.36 0.88 320.00 ""8.72 23.9 2.76 3.02 2 0.00 35.0 1619.29 8103.50 802.15 0.88 2 322.76 "96.77 26.3 9.62 6 `,0.00 16.0 2.C25.2.7 13693,1 77.55 1.01 33 327.38 93.0 26.8 9.62 2 6 50.00 16.0 2380.6 13500.55 887.93 1.01 39 332.00 220.50 26.8 5.39 6.09 6 50.00 16.0 27293.01 15078.04 091.49 1.01 35 337.39 6.70 29 ?9 3 35 6 50.00 16.0 16 7906.97 66. 1.02 36 340.30, ,°0 29.7 4.85, .`8 2 0.00 5.0 2359. 13 1212.09 26.0'% 0.'7'7 37 34.5, 89.3 29.7 9.85 `.58 2 0.00 3.5.0 22896.61 11447.70 -095.51 0.8'8 38 350.00 293.23 32.3 6.89 8. 2 0.00 35.0 30162.08 14902.19 3735.30 0.8'8 39 36.89 22.89 32.6 6.89 8.8 2 0.00 3.5.0 26370.05 12708.22 3249.03 0.8'8 90 363.77 "99.9" 35.5 5.6" 6.89 2 0.00 35.0 1852.18 8908.81 2747.84 0.89 9" 369.39 "27.99 35.` `.6" 6.89 2 0.00 3.5.0 15733.11 7186.34 2316.61 0.89 92 37`.00 26.87 3`.5 ".33 ".63 0.00 -5.0 2955.55 144'7.56 175.3,34 0,79 43 376.33 3".92 38.9 ".67 2."3 0.00 5.0 35.10.83 1742.58 1616.13 0.79 99 378.00 2".96 28.9 .80 2.20 9` 379.80 7.00 38.9 Y.6" "0.99 96 388.9" 38.96 9".3 9.7` 6.33 97 393. 20.99 9".3 6.83 9.09 t -S Area: 8395."2 Path Length: 292.99 0.00 50.00 0.00 0.00 35.0 3931.38 16.0 1==69.99 35,0 a07.36 35..0 2561.6 t -S Weight: 108012.56 1682.51 5201.98 82.66 0.00 178.06 176.1'8 729. 255.10 0.90 1.09 0.91 0.91 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I consulting ?rcjec : D?C S' e • ?:A8""9 D?C v2n2ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 8 Full EQ.gmf Prccessed: 30 Jul 209 "6:2:35 E _A: ina-ys-s " - Case 8 - Fu-- Reserve -r EQ va-er-a- ?rcper�-eS ;7 ma�er-a-Si " ;Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c _,aer-a-: 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2,a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S - Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- ?ref- -es ("5 prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 75.00 375.00 75.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "65.00 375.00 "65.00 Prcf--e: 3 ;2 pc-ns) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "58.00 375.00 "58.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "32.00 375.00 "32.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "23.00 375.00 "23.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 375.00 "00.00 Prcf--e: 7 ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 375.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 75.00 75.00 378.00 75.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 78.00 75.00 990.00 ?5.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 78.00 "65.00 990.00 "65.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 78.00 "58.00 990.00 "58.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 78.00 "32.00 990.00 "32.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 78.00 "23.00 990.00 "23.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 78.00 "00.00 990.00 "00.00 Prcf--e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 75.00 97.00 990.00 97.00 S-cpe Surface ;9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "69.00 Fa--ure Surface "25.00 "00.00 "25.00 "69.00 350.00 175.00 332.00 169.00 In ---a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R -n ersec s: UL: "30.00 YL: "0.67 UR: 900.00 YR: Cen_re: , : "88."" YC: 92.93 Radius: R: Earinguas_e Fcrce Pseudc-s_a_-c ear_hguas_e (se-sn±c) cceff-c-en: 0.070 175.00 325.00 175.00 169.00 Varrab-e Res_ra-n= Parame�er descr-p_cr: Range cf var-a -cn: Ir-a- pcs -cns w -Ti -n range: XL X R R 0.00 30.00 50.00 20 20 50 RESULS: Y.na-ys-s - Case 8 - Fu-- Reserve -r Fti B-shcp S-np__f-ed `e_hcd cf Ana-ys-s - C'rcu-ar Fa--ure Surface Cr'-'ca Fa' ure Surface Search us-ng Yu -p -e C-rc-e Cenera-cn-echniques In' -'a fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 2.908 Ana-ys-s SuIIIICla ry There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces Cr -ca- ;m -n -mum; Fac cr cf Safe -_y: Resu- s Sununary - Lewes 99 rac cr cf Sate -_y c-rc-es C-rc-e Y -Let Y -Let t-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 30.00 "0.67 900.00 75.00 "88."" 21.2 325.00 1.72 <-- Critical Surface 2 "30.00 "0.67 900.00 ?5.00 "88.9" 20.3 323.98 1.768 3 30.00 "0.67 900.00 75.00 "88.70 29.25 322.96 1.78 9 "30.00 "0.67 900.00 75.00 "89.00 28.15 321.9Y 1.802 29.97 "0".99 900.00 75.00 "87.85 21.21 325.00 1.809 6 "30.00 "0.67 90".58 75.00 "89.9" 21.19 325.00 1.811 "30.00 "0.67 900.00 75.00 "89.30 27.06 320.92 1.821 8 "29.97 "0".99 900.00 75.00 "88.5 20.11 323.98 1.827 9 "30.00 "0.67 90".58 75.00 "89.7" 20.10 323.98 1.829 0 "30.00 "0.67 900.00 75.00 "89.59 25.96 319.90 1.839 29.97 "0".99 900.00 75.00 "88.99 29.02 322.96 1.85 2 "30.00 "0.67 90".58 75.00 "90.00 2 9.00 322.96 1.82 3 30.00 "0.67 900.00 75.00 "89.89 2.87 318.88 1.858 4 9.47 "0".49 900.00 75.00 88,74 17,93 321.9= 1.'863 30.00 "0.67 40".58 75.00 "90.30 27.91 321.9 1.866 6 "28.95 "0".32 400.00 75.00 "87.9 20.98 325.00 1.870 29.47 "0".49 40".58 75.00 "89.5 20.97 325.00 1.871 "8 30.00 "0.67 403.6 75.00 "90.7" 20.95 325.00 1.873 9 "30.00 "0.67 400.00 75.00 "90.9 13.77 317.86 1.876 20 "29.47 "0".49 400.00 75.00 "89.04 2 6.83 320.92 1.881 2" "30.00 "0.67 40".58 75.00 "90.59 2 6.81 320.92 1.88 22 "28.95 "0".32 400.00 ?5.00 "87.89 2 9.89 323.98 1.888 23 "29.47 "0".49 40".58 ?5.00 "89.45 2 9.87 323.98 1.889 24 "30.00 "0.67 403.6 75.00 "9.00 2 9.85 323.98 1.890 25 "30.00 "0.67 400.00 75.00 "90.49 2 2.68 316.8 1.895 26 "29.47 "0".49 400.00 ?5.00 "89.34 25.7 319.90 1.899 27 "30.00 "0.67 40.58 75.00 "90.89 25.72 319.90 1.903 28 "28.95 "0".32 400.00 75.00 "88.8 28.80 322.96 1.905 29 "29.47 "0".49 40".58 75.00 "89.74 28.78 322.96 1.907 30 "30.00 "0.67 403.6 75.00 9.30 28.76 322.96 1.908 3" 30.00 "0.67 400.00 75.00 "90.79 21.58 315.82 1.91Y 32 "29.47 "0.49 400.00 75.00 "89.63 318.88 1.917 33 28.95 "0.32 400.00 75.00 "88.48 27.70 321.9 1.922 34 "30.00 "0.67 40.58 75.00 "9"."9 2.62 318.88 1.922 35 29.47 "0".49 40".58 75.00 "90.04 27.68 321.9 1.925 36 "30.00 "0.67 403.6 5.00 9" 59 27.66 321.9 1.925. 37 "28.95 "0".32 40".58 75.00 88.89 20.7 325.00 1.930 38 "29.47 "0".49 403.6 75.00 "90.45 20.72 325.00 1.931 39 "28.42 "0 "9 400.00 75.00 "87.33 20.76 325.00 1.932 40 "30.00 "0.67 400.00 75.00 9.08 10.0 31.80 1.93Y 4" "29.47 "0".49 400.00 75.00 89.93 23.55 317.86 1.936 42 "30.00 "0.67 404.74 '5.00 "92.00 20.70 325.00 1.937 43 "30.00 "0.67 40".58 75.00 9.48 23.52 317.86 1.92 44 29.47 "0".49 40'.`8 75.00 "90.33 16.59 320.92 1.9 45 28.42 "0 "9 400.00 75.00 "87.63 29.66 323.98 1.95. 46 29.47 "0".49 403.G 75.00 "90.74 19.63 323.9'8 1.90 47 "30.00 "0.67 403.6 75.00 9.88 2 6.56 320.92 1.98 48 "28.95 "0".32 400.00 75.00 88.78 2 6.61 320.92 1.98 49 "30.00 "0.67 40".58 75.00 9.78 12..C-2 316.8 1.951 50 "30.00 "0.67 400.00 75.00 9.38 29.38 313.78 1.953 28.95 "0".32 40".58 75.00 89.9 29.65 323.98 1.953 2 "29.47 "0".49 400.00 75.00 "90.23 2 2 5 316.8 1.955 53 28.95 "0".32 400.00 75.00 "89.08 25.51 319.90 1.959 54 "28.42 "0 "9 400.00 75.00 "87.92 28.57 322.96 1.959 30.00 "0.67 400.00 75.00 9.68 28.28 312.76 1.961 56 "30.00 "0.67 404.74 75.00 92.29 29.60 323.98 1.961 "28.95 "0".32 40".58 75.00 "89.48 X18.5.5 322.96 1.965 8 "30.00 "0.67 404.79 75.00 "92.8 28.50 322.96 1.966 59 "30.00 "0.67 903.6 75.00 "92.8 5.6 319.90 966 60 "30.00 "0.67 40.58 75.00 "92.08 21.32 315.82 1.970 6" "29.47 "0.49 403.6 5.00 9.03 28.53 322.96 1.970 62 "29.47 "0.49 40.58 75.00 "90.63 25.2 319.90 1.973 63 "28.95 "0.32 400.00 75.00 "89.37 318.88 1.97 64 28.42 "0 "9 400.00 75.00 88.22 17.0 321.9= 1.97= 65 29.47 " 2.49 400.00 "75.00 "90.2 20.25 31.80 1.975 66 "29.47 " 2.49 4K.58 75.00 "90.93 1�.39 318.88 1.975 67 "27.89 "00.96 900.00 68 "29.97 "0".99 900.00 69 "30.00 "0".67 903."6 70 "28.95 "0".32 903."6 "28.92 "0"."9 90".58 72 -'28,95 "20"_.32 90"_.58 3 "")0.97 "0".99 909.79 79 "28.95 "0".32 900.00 "28.95 "0".32 90".58 76 "_29.47 "_0"_.49 403."_6 77 )0.97 "0".99 90".58 8 "%8.92 "0"."9 900.00 79 -30.00 "0".67 90".58 80 "27.89 "00.96 900.00 8" "30.00 "0".67 900.00 82 "28.95 "0".32 903."6 83 "28.92 "0"."9 900.00 84 28.92 "0"."9 90".`,8 85 "30.00 "0".67 909.79 86 -28.92 "0"."9 90".`8 87 )0.97 "_0"_.49 403."_6 88 "30.00 "0".67 909.79 89 "30.00 "0".67 90".58 90 "29.97 "0".99 90".58 9" "28.95 "0".32 900.00 92 "30.00 "0".67 906.32 93 "30.00 "0".67 903."6 99 "29.97 "0".99 900.00 95 "30.00 "0".67 900.00 96 "30.00 "0".67 906.32 97 "30.00 "0".67 903."6 98 " )0.97 "_0"_.49 90'9.79 99 "30.00 "0".67 900.00 nr -ca_ 'a-_ure Surface (c-rc-e " 5.0 0 "_87.07 5.00 "90.53 -75.00 "92.97 7`.00 "90."8 ""'5.00 "88.63 "75.00 "89.78 75.00 "9".79 ""'5.00 "89.67 5.00 "90.07 "_75.00 "_9"_.33 75.00 -9".22 ""'5.00 "88.52 5.00 "92.37 "75.00 "87.37 "_75.00 "_9"_.98 ""'5.00 -90.98 "75.00 "88.82 "75.00 "88.93 "75.00 "92.88 ""'5.00 "89.22 75.00 "9".62 X5.00 "93."7 75.00 "92.67 "_75.00 9" .52 "_75.00 -89.97 "_75.00 " 93.29 "_75.00 "_92.77 ""'5.00 "9"."3 5.00 "92.28 -"_75.00 " 93.58 -7`.00 "93.07 7`.00 "92.03 "_75.00 " 92.58 .C20.53 411.35 =14 36 .20.0 420.51 420.-, 213. �2 =16.36 417,_3. -13.29 =16. =10.22 407.1' 419.40 =15.29 1'x.32 =16.3 416.31 =09.12 =12.19 =12.22 420,45. -13.26 409.15 406.08 19.35. =12.16 =19.37 In_ersec_s: 2L: "30.00 YL: "0".67 2R: 900.00 YR: Cen_re: YC"88."" YC: 92".93 Rad-us: R: 2enera_ed fa--ure surface: ;20 pc -_s) "30.00 "0".67 "95.09 99.30 "60."7 97.63 205.79 96.9" 220.97 98.09 236.07 99.99 _ 280.62 "09.87 295."0 .1"_4.55 309.35 ..9.89 3'0.39 "39.8`' 363.90 "97.75 376.02 "56.26 " ecme ry and ?rcper -es - Cr -ca_ 7a' ure Surface (c-rc-e ", 6 slices) 325.00 315.82 318.88 325.00 325.00 321.9= 325.00 317.86 320.92 321.9= 17.86 320.92 31.80 323.98 311.73 323.98 319.90 323.98 321.9= 322.96 320.92 320.92 313,78 316.84 316.'84 325.00 317.86 ,78 3 310.71 323.98 316.'84 323.98 309.69 175.00 325.00 175.36 251.07 323.8- 8.23 1.976 1.97, 1.979 1.979 1.981 1.981 1.982 1.983 1.986 1.987 1.988 1.990 1.990 1.991 1.992 1.992 1.993 1.993 1.995 1.995 1.995 1.996 1.996 1.997 1.997 1.998 1.998 1.998 1.998 1.999 1.999 2.000 2.000 96.68 102.59 125.90 165.80 190.58 265.93 .03 400.00 105.88 132.56 175.00 S_ Base Pcre;ater Normal Test 'r; Lef_ Area 9.ng"e ?-d_h Leng_h '_a " Tches"cn Phi Weight Force Stress Factor .30.00 6.86 -9.0 5.29 .35 2 0.00 3.5.0 85.7.61 22625.81 431.32 1.08 2 "35.29 20.58 -9.0 5.29 5.35 2 0.00 35.0 2572.83 22904.11 4539.76 1.08 3 "90.57 28.05 -9.0 9.96 9.52 3 "00.00 18.0 3531.89 19550.37 -748.06 1.04 9 "95.09 68.53 -6.3 7.6" 3 "00.00 18.0 8701.79 33300.12 4979.07 1.03 "52.60 93.90 -6.3 7.6" 3 "00.00 18.0 11973.59 33695.05 258.86 1.03 6 "60."7 76."" -3.6 5.09 5.05 3 "00.00 18.0 9717.12 225.5.7.'_ 5..“5",..3 1.01 "65.2" 86."8 -3.6 5.09 5.05 3 "00.00 18.0 11002.5 22657.3? 561.77 1.01 "70.25 97.95 3.6 5."0 9 2000.00 20.0 12. 8.66 23023.20 5.838.01 1.02 "75.36 "63."" -0.9 7.6. 1.6" 9 2000.00 20.0 20800..0 -373.93 5935.23 1.00 8? 97 "83.33 -0.9 7.6" 7.6" 9 2000.00 20.0 233=2.54 -!31.13 6111.55 1.00 "90.58 88.78 ".8 3.92 3.92 9 2000.00 20.0 11290.25 1549.97 6158.25 0.99 "2 "99.00 "6".22 ".8 5.90 5.90 9 2000.00 20.0 20440.67 26633.86 6229.66 0.99 00 00 .73 ".8 5.90 5.90 9 2000.00 20.0 21678.92 26566.55 6316.43 0.99 "9 205.79 39.97 9.5 "9 9 2000.00 20.0 341.04 5152.91 6293.53 0.99 206.93 2"8.96 9.5 7.02 7.09 3 "00.00 1'8.0 27.03.29 319'8.20 612.93 0.99 "6 2"3.95 23".53 9.5 7.02 7.09 3 "00.00 18.0 28911.00 31257.92 6469.16 0.99 220.97 26".89 l.6" 3 "00.00 18.0 3 -- 20'.85 8.65 087.85. 0.98 222.52 273.75 7.6" 3 "00.00 18.0 33937.13 32999.14 6510.08 0.98 9 236.07 282 23 4.Y 50 .6. 2 0.00' .0 2 1. - 32=65.94 6=26.'81 0.95 20 293.57 29".23 9.8 7.50 7.6. 2 0.00 35.0 30006.75 318.0.00 616.03 0.95 2" 25".07 296.09 "2.5 7.93 7.6" 2 0.00 35.0 30076.57 31148.97 632.0 0.94 22 258.50 302.29 "2.5 7.93 7.6" 2 0.00 35.0 “ 5.65 30366.09 6287.11 0.94 23 265.93 303.97 5.2 7.39 7.6" 2 0.00 35.0 3603.45 29500.76 6169.33 0.93 29 273.27 306.80 5.2 7.39 7.6" 2 0.00 35.0 38019.93 2°553.53 6069.5 0.93 25 280.62 309.99 "7.9 7.29 7.6" 2 0.00 35.0 37735.0. 275.2 .97 5907.10 0.93 26 287.86 305.05 7.9 7.29 7.6" 2 0.00 35.0 37805.52 2615.35 5765.62 0.93 27 295."0 "63.97 20.6 3.90 9."6 2 0.00 75.0 20320.80 13953.71 5602.78 0.93 28 299.00 2"6.89 20.6 "8 5.53 2 0.00 75.0 2680.73 17949.27 5482.50 0.93 29 309."8 2" 72 20.6 3 2 0.00 3.5.0 26665.17 17279.26 42.04 0.93 30 309.35 %9Y. ?-i.? 23 7.87 2 0.00 3.5.0 -46775.27 23365.1 5110.0'8 0.98 3 3"6.59 "32,82 ?-i.? 3.9" -i.7_ 6 50.00 16.0 1710'1.82 10. 5.70 512.52 1.0'2 32 320.00 "39.85 23.2 3.39 3.69 6 50.00 16.0 16625.60 9939.24 5019.17 1.02 33 323 39 392 ?"9 8.66 9.63 6 50.00 16.0 =233'8.25 24632.6'8 .23 1.03 39 332.00 "90.07 2`x.9 3,80 9.32 6 50.00 16.0 18591.83 10231.02 592.86 1.03 35 335.89 93.67 25.9 "9 ".27 2 0.00 35.0 519.27 2912.50 31.52 0.93 36 337.03 292.77 28.6 6.99 7.39 2 0.00 35.0 30118.92 15985.12 4199.08 0.93 37 343.""_ 233.89 28.6 6.99 7.39 2 0.00 3.5.0 29003,27 1435.11 401'8.31 0.93. 38 350.00 223.95 3 6.70 7.83 2 0.00 35.0 27696.81 13361.04 3661.27 0.94 39 356.70 "96."7 3" 3 6.70 7.89 2 0.00' 5.0 2C286.59 11390,35 3199.'84 0.94 90 363.90 "96.72 39.0 `.80 7.00 2 0.00 35.,0 181 .7.49 821.93 2717.64 0.95 9" 369.20 "29.09 39.0 5.80 7.00 2 0.00 35.0 15302.12 6715.02 2280.93 0.95 42 375.00 35.8 3.00 3.70 0.00 -5.0 6066.19 2856.97 1657.27 0.87 93 378.00 9 86.7 9.88 6.08 99 382.88 57.67 86.7 9.88 6.08 95 387.76 9.96 39." 9.92 6.89 96 392.68 2.9 89.3 7.2 9.96 X -S Area: 779..15, Pail LengAh: 289.20 50.00 16.0 9291.86 50.00 16.0 7163.8 0.00 35.0 032.71 0.00 35.,0 27==.25 X -S Weight: 967315.06 ",587.28 2208.09 79852 0.00 171.85 1328.68 86.92 282.26 1.11 1.11 0.97 0.97 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I Consulting Prcjec: DPG S e P:\"8""9 D?G "-n-ng S -e\S-cpe S_ab y\Ga na\Y_cde-s\DPG Case 9 RD EQ.gmf Processed: 30 Jul 2019 16:58:00 ina-ys-s " - Case 9 - Rap -d Draw Dcwn EQ va-er-a- ?rcper�-eS ;7 ma�er_a-Si " ;Y_chr-Ccu-cmb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Grave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c '2./'_aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c vaer-a-: 5 ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c '2'_a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S-_ Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er Proper -es Tin-ae-ghcf wa�er: 62.900 'a-er-a- Prof- -es ("9 prof --es Unae-gh� cf -�aa�er/med-um above ground: 62.400 Prof --e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 200.00 925.00 200.00 Prof --e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "98.00 925.00 "98.00 Prof --e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "89.00 925.00 "89.00 Prof --e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 5.00 925.00 5.00 Prof --e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "98.00 925.00 "98.00 Prof --e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "25.00 925.00 "25.00 Prof --e: 7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 0.00 "22.00 925.00 "22.00 Prof --e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 925.00 "00.00 Prof --e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrecs_ 0.00 97.00 925.00 97.00 Prof --e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry Wall 925.00 200.00 928.00 200.00 Prof --e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 928.00 200.00 970.00 200.00 Prof --e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 928.00 "98.00 970.00 "98.00 Prof --e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 928.00 "89.00 970.00 "89.00 Prof --e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 928.00 5.00 970.00 5.00 Prof --e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 928.00 "98.00 970.00 "98.00 Prof --e: "6 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 928.00 "25.00 970.00 "25.00 Prof --e: "7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Grave- 928.00 "22.00 970.00 "22.00 Prof --e: "8 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 928.00 "00.00 970.00 "00.00 Prof --e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrecs_ 925.00 97.00 970.00 97.00 SS-cpe Surface ;9 pc -_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 900.00 200.00 382.00 19.00 In -_a- crcu-ar surface for cr-_-ca- search def-ned by: XL,XR,R Iriersec�5: XL: "02.00 YL: "00.67 XR: 958.2" YR: Cen_re: "98.70 YC: 992.29 Radius: R: 0.00 200.00 0.00 19.00 200.00 5..00 Earthquas_e Fcrce Pseudc-s_a_-c ear_hquas_e (se-sn±c) ccef2c-en: 0.070 Var-ab-e Res_ra-n s Parame�er descr-p_cr: Range cf var-a -cn: Ir-a- pcs -cns w -Ti -n range: XL X R R 9.00 9.00 30.00 20 20 50 REST : D.na-yS-s - 7ase 9 - Rap -d Draw Dc -In Eti B-shcp S-mp__f-el `ethcd cf D.na-,s - 7,rcu-ar Fa--ure Surface Cr'-'ca 7a' ure Surface Search us-ng vu -p -e C-rc-e Cenera-cn-echniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: Ana-ys-s Summary ',337 There were: 2000" successfu- ana-yses frcm a cJa- cf 2000" _r -a- failure surfaces Cr -ca- ;m-n-mun Fac_cr cf Safe y: .30 Resu- s Summary - Lcwes 99 rac cr cf Sate -_y c-rc-es C-rc-e Y-LefY-Let 4-R-ghY-R-gh- X -Cenre Y -Centre Radius FoS 02.00 "00.67 958.2" 200.00 "98.70 2.24 x55.00 1.302 <-- Critical Surface 2 "02.00 "00.67 958.92 200.00 "98.87 2.19 355.00 1.302 3 02.00 "00.67 958.2" 200.00 "98.90 2.55 .39 1.303 9 "02.00 "00.67 958.00 200.00 "98.92 2.91 1.303 02.00 "00.67 958.63 200.00 99.09 2.15 x55.00 1.303 6 "0.79 "00.60 958.2" 200.00 98.6" 2.14 x55.00 1.303 02.00 "00.67 958.00 200.00 "98.59 2.29 x55.00 1.303 0.79 "00.60 958.92 200.00 98 2.09 3.55.00 1.3N 9 02.00 "00.67 958.00 200.00 98.73 2.60 5.39 1.304 0 "00."" "00.09 958.00 200.00 "98.06 39.98 1.305 0.79 "00.60 958.00 200.00 "98.99 2.19 x55.00 1.305 2 "00."" "00.09 958.2" 200.00 "98.09 «0.62 35 .39 1.305 00.09 958.63 200.00 "98.7 1.22 3.55.00 1.305 9 "00."" "00.09 958.00 200.00 97.87 0.67 3.5 .39 1.305 00.09 958.92 200.00 98.0" 1.27 3.55.00 1.306 6 "02.00 "00.67 958.92 200.00 99.06 1.50 3.5 .39 1.306 00.09 958.2" 200.00 97.89 1.32 x55.00 1.306 8 02.00 "00.67 958.2" 200.00 "99.09 2.86 1.306 9 "0.79 "00.60 958.00 200.00 "98.63 1.50 3.5!.39 1.306 20 "00."" "00.09 958.00 200.00 "97.68 41.36 355.00 1.306 2" "02.00 "00.67 958.00 200.00 "99.2 40.21 353.16 1.306 22 "02.00 "00.67 958.89 200.00 "99.20 2.10 X55.00 1.306 23 "02.00 "00.67 958.63 200.00 "99.23 3.5 .39 1.3.06 29 "02.00 "00.67 958.92 200.00 "99.26 440.81 1.307 25 "0.58 "00.53 958.00 200.00 "98.35 42.08 355.00 1.307 26 "0.79 "00.60 958.2" 200.00 "98.80 441.45 3.5 .3.9 1.307 27 "02.00 "00.67 958.2" 200.00 "99.28 40.17 353.16 1.307 28 "02.00 "00.67 959.05 200.00 "99.37 42.05 3.55.00 1.307 29 "0.79 "00.60 958.00 200.00 "98.83 440.80 1.307 30 "02.00 "00.67 958.89 200.00 99.90 !.39 1.307 3" 02.00 "00.67 958.00 200.00 99.3" 39.52 352.55 1.307 2 "0.79 "00.60 958.63 200.00 98.99 2.04 x55.00 1.307 33 02.00 "00.67 958.63 200.00 99.92 0.76 1.307 39 "0.79 "00.60 958.92 200.00 98.97 3.5 .39 1.307 35 0.58 "00.53 958.2" 200.00 98.5" 2.04 x55.00 1.307 36 "02.00 "00.67 958.92 200.00 99.95 0.12 353.16 1.308 37 "0.79 "00.60 958.2" 200.00 08.99 0.76 1.308 38 "0.58 "00.53 958.00 200.00 "98.59 1.39 3.5!.39 1.308 39 "02.00 "00.67 959.26 200.00 99.59 2.01 x55.00 1.308 90 "02.00 "00.67 958.2" 200.00 99.97 39.7 352.55 1.308 9" "02.00 "00.67 959.05 200.00 99.56 1.36 .39 1.308 92 "02.00 "00.67 958.2" 200.00 200.69 x5.31 38.88 1.308 93 "0.79 "00.60 958.00 200.00 99.02 0.11 353.16 1.308 99 "0.79 "00.60 958.89 200.00 99 _ 2.00 x55.00 1.308 95 "02.00 "00.67 958.63 200.00 200.77 35.91 39.9 1.308 96 "02.00 "00.67 958.89 200.00 99.59 0.72 1.308 97 "02.00 "00.67 958.00 200.00 99.50 3.8.83 351.94 1.308 98 "0.79 "00.60 958.63 200.00 "99.3 1.35 .39 1.308 99 "02.00 "00.67 958.00 200.00 200.97 3.5.36 38.88 1.308 50 "0.79 "00.60 958.00 200.00 200.38 x5.26 1.308 "0.58 "00.53 958.92 200.00 "98.68 1.99 r55.00 1.308 2 "02.00 "00.67 959.05 200.00 200.9" 36.51 350.10 1.308 53 02.00 "00.67 958.92 200.00 200.6" 35.96 39.9 1.308 59 "02.00 "00.67 958.63 200.00 99.6" 0.07 353.16 1.308 0.79 "00.60 958.92 200.00 00.6 0.71 1.308 56 "02.00 "00.67 958.89 200.00 200.75 36.55 350.10 1.308 "0".58 "00.53 958.2" 200.00 "98.70 3.54.39 1.308 8 "02.00 "00.67 959.97 200.00 99.70 1.96 x55.00 1.308 59 "02.00 "00.67 46.6 200.00 20".9" 0.19 1.308 60 "02.00 "00.67 6" "0".79 "00.60 62 "02.00 "00.67 63 0".79 00.60 69 "0".79 "00.60 65 " K.5,8 " 00.53 66 "02.00 "00.67 67 "02.00 "00.67 68 "02.00 "00.67 69 "0".79 "00.60 70 "02.00 "00.67 "0".79 "00.60 72 "0'".79 "00.60 73 "02.00 "00.67 79 "02.00 "00.67 "02.00 "00.67 76 " K.5,8 " 00.53 "0".79 "00.60 78 K.5,8 `8 00. `3 79 "02.00 "00.67 80 "02.00 "00.67 8" "0".79 "00.60 82 "02.00 "00.67 83 "0".79 "00.60 89 "02.00 "00.67 85 "02.00 "00.67 86 "0".79 "00.60 87 "02.00 "00.67 88 "02.00 "00.67 89 "02.00 "00.67 90 "0".58 "00.53 9" "0".79 "00.60 92 "02.00 "00.67 93 "02.00 "00.67 °9 0.37 00.96 95 "02.00 "00.67 96 0".79 00.60 97 0".79 00.60 98 "02.00 00.67 99 "02.00 "00.67 nr -ca_ 'a-_ure Surface (c-rc-e " 458.42 958.2" 458.2", 458 .2", 959.05 958.00 959.26 959.26 958.63 958.63 458 .2", 958.89 958.00 959.68 959.05 958.00 958.63 958.00 958.00 960.79 959.05 959.05 45,8,42 45,8,42 958.89 960."" 958.63 958.00 958.89 459.97 45,8,42 958.89 960.95 959.68 458 .2", 958.63 9G "6 458.42 959.89 458 .2", 200.00 99.69 200.00 99 9 200.00 200.99 200.00 200.35 200.00 99.27 200.00 98.73 200.00 99.73 200.00 200.88 200.00 200.58 200.00 200.99 200.00 99.67 200.00 99.30 200.00 99.2" 200.00 20".02 200.00 99 75 200.00 200.28 200.00 "98.89 200.00 200.8 200.00 200.09 200.00 20.27 200.00 200.72 200.00 200.62 200.00 200.9" 200.00 200.32 200.00 99.-78 200.00 20".6 200.00 99 33 200.00 99.70 200.00 200.55 200.00 200.86 200.00 "98.87 200.00 200.96 200.00 20.25 200.00 99.87 200.00 98.92 200.00 99.8" 200.00 20.3 200.00 °9.3 200.00 X0".00 200.00 200.25 39,3 -0.06 =36.01 435.90 „1.95 -0,70 „1.31 ,37.15 36.60 36.50 1.31 9.=2 75 0.67 36.05 „1.9= 95 _39.59 .20 .10 36.65 46.5 „ 0.02 _0.66 .1= .25 -37.80 „1.30 3715 „1.91 „1.93 ,39.3E 1E� 0 7% 0.02 =0 36.7C' 52.5 le 3!9.=9 00 357 50.71 350.10 350.10 X51.9= 39 5L.5 351.33 3%9.=9 00 3%9.=9 16 50.71 350.71 350.10 350.10 16 351.9= 351.33 50.71 351.33 39 50.71 00 00 5L.5 39 .16 X1.9= 35.0.10 1.308 1.308 1.308 1.308 1.308 1.308 1.308 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 1.309 Inersec�s: 2L: "02.00 YL: "00.67 2R: 958.2" YR: 200.00 Cen„re: YC"98.70 YC: 992.29 Rad-us: R: 355.00 2enera�ed fa--ure surface: ;20 pc-n_S 02.00 "00.67 "285 95.66 "9.95 9.81 162.24 89.12 ?0.2 87.?7 ??.7 88 %93.99 90.1= 26=.16 93.33 0,88 0,8 32 2 09.8 392.20 60.6' 126.3.5 395.95 "97.09 42.64 "58.99 928.6" x.82 185..,5. " ecme ry and ?rcper -es - Cr -ca_ ,a-ure Surface (c-rc-e ", =9 slices) 182.66 2'8=.16 378.61 8.21 .60 97.68 136.21 200.00 S, Base Pcre;ater Normal Test 'r; Let Area Ang"e 7;? -doh Leng_h '_a " ches"cn Phi Weight Force Stress Factor 02.00 2.05 -9.2 2.69 2.73 2 0.00 35.0 255.70 131.64 104.34 1.19 2 "09.69 "9.56 -9.2 5.95 6.3 3 "00.00 18.0 2516.52 1258.84 -- 1.10 3 0.59 90.27 -9.2 5 95 6.3 3 "00.00 18.0 528.25 2591.74 934.01 1.10 9 ""6.59 53.95 -9.2 5.3" 5.98 9 2000.00 20.0 6993.45439.95 1786.25. 1.11 2.85 "93.39 -0.9 "0.05 "0.23 9 2000.00 20.0 18770.24 9107.24 2233.91 1.08 6 "3.90 "96.38 -0.9 "0.05 "0.23 9 2000.00 20.0 25710.77 12477.53 2944.85 1.08 "9.95 298.98 -7.5, 0.23 9 2000.00 20.0 32561.01 15671.8 5.18 1.05 8 "52.0 296.93 -7.5, 0.23 9 2000.00 20.0 38773..18 18690.17 4109.67 1.05 9 "62.29 "2 L -9.2 3.76 3.77 9 2000.00 20.0 15875.81 7615.37 088.69 1.02 0 "66.00 39.99 -9.2 9.00 9.02 9 2000.00 20.0 40955.41 19706.43 4717.13 1.02 5.00 293.90 -9.2 7.66 7.68 9 2000.00 20.0 38105.85 18389.55 5148.30 1.02 2 "82.66 927.0 -0.9 "0.23 "0.23 9 2000.00 20.0 55277.12 2665,.56 5,39.9, 1.00 3 92.89 963.72 -0.9 "0.23 "0.23 9 2000.00 20.0 59882.38 28940.09 5891.01 1.00 9 203.2 996.96 2.9 "0.23 "0.23 9 2000.00 20.0 64014.'83 31036.66 6160.49 0.99 2"3.35 527.50 2.9 "0.23 "0.23 9 2000.00 20.0 67762.86 32943.80 6524.96 0.99 6 22.7 552. L "0.8 "0.23 9 2000.00 20.0 70790.25 3-65'.53 6706.10 0.98 233.76 576.99 "0.8 "0.23 9 2000.00 20.0 73660.20 36180.90 698-.30 0.98 293.99 53.08 9.0 9.06 9.7 9 2000.00 20.0 67507.98 3550.32 7061.06 0.97 9 23.00 679.32 9.0 "6 .30 9 2000.00 20.0 85303.88 42598.91 7246.35 0.97 20 269.6 52.99 "2.3 8.93 8.63 9 2000.00 20.0 65765.32 33331.09 7256.13 0.96 2" 272.60 530.7 "2.3 8.93 8.63 9 2000.00 20.0 66546.57 33856.77 7346.93 0.96 22 28.03 "98.99 "2.3 3."3 3.2" 3 "00.00 18.0 24907.27 12704.67 7731.79 0.97 23 289.6 M.6 8.3" 8.63 3 "00.00 18.0 66346.63 -=+3.25 7700.41 0.97 29 292.98 73.9 M.6 ".90 ".89 2 0.00 X5.0 91550.56 47623.04 7506.22 0.90 25 303.88 626.89 "8.9 9.68 0.23 2 0.00 35.0 78071.36 41344.01 =7.06 0.89 26 33.6 626.07 "8.9 9.68 "0.23 2 0.00 35.0 7798.60 41289.79 7 27.27 0.89 27 323.25 608.99 22.2 9.98 "0.23 2 0.00 35.0 75832.91 41037.05 7283.81 0.89 28 332 72 602.29 22 2 9.98 "0.23 2 0.06' 35..0 7=995.97 .05'85.'83 7203.=5 0.'89 29 392.20 585.30 5.5 9.36 "0.37 2 0.00 X5.0 72'882.02 -0462.79 6992.94 0.48 0 35".56 386.30 25.5 6.29 6.97 6 50.00 16.0 48145.91 26705.=3 7273.00 1.00 357.85 7.5,4 25.5 2.82 3."3 2 0.00 5..0 21400.19 1185.82 6805..33 0.88 2 360'.68 378.9 28.8 6.32 .22 2 0.00 35..0 -7222.70 2695-.6= 6615.96 0.' 33 367.00 672.69 28.8 ".G" 2` 2 0.66' 35..0 99.9'8 =7900.2= 6393,63 0.'88 9 378.6" "90.8 32." 3.39 9.00 2 0.00 X5.0 2 6, .-8 14009.17 6105.92 0.88 35 382.00 328.72 32." 6.00 7.08 2 0.00 3.5.0 40819.96 23772.52 5933.64 0.8'8 36 388.00 38.3 32." 6.00 7.08 2 0.00 X5.0 3936.8; 22108.85 5702.02 0.88 37 399.00 "0.29 32." 95 2.3" 2 0.00 3.5.0 12577.67 6839.25 5.59.72 0.88 38 395.95 205.57 3.9 9.05 9.96 6 50.00 16.0 25.6.27 108'.6 5801.55 1.06 39 900.00 2.39 3.9 ".96 9 6 50.00 6.0 8973.3 867.51 565.81 06 90 90.96 03.23 35.9 .7 0.00 35.0 6201.77 33393.20 712.75 0.'49 9" 92.69 238.97 38.7 6.8 7.92 2 0.00 35.0 29530.95 16107.22 390.63 0.90 92 48.82 207.85 38.7 6.8 7.92 2 0.00 35.0 25702.95 13655.29 3.2.78 0.90 93 925.00 89.89 38.7 3.00 3.89 0.00 5..0 9881.89 .51 2608.15 0.79 99 928.00 99.63 4.8 7.9 0.60 2 0.00 35.0 2597.37 12732.02 290.'3 0.91 95 935.9. .93.28 92.0 7.9. .0.69 2 0.00 35.0 17553.90 8078.11 171.88 0.91 96 993.82 99.9" 9.3 3.5" 5.00 2 0.00 35.0 55.28 2113.77 115.31 0.92 97 997.33 92.03 9.3 9.99 7.03 6 50.00 16.0 5093.01 1097.00 839.03 1.16 98 952.28 5.82 9.3 3.96 5.63 6 50.00 16.0 1938.32 0.00 368.98 1.16 99 956.23 ".98 9.3 ".98 2.8" 2 0.00 35.0 27.27 0.00 80.97 0.92 XArea: `,86" .90 h Leng h: 388.9" Xeight: 199'8690.00 LFN_. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I consulting ?rcjec : D?C S' e • ?:A8""9 D?C -n-ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 9 Full EQ.gmf Processed: 30 Jul 209 E _A: ina-ys-s " - Case 9 - Fu-- Reserve -r EQ va-er-a- ?rcper�-eS ;7 ma�er-a-Si " ;Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c _,:aer-a-: 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrLf[egh Ru 0.00 3.0 "25.00 Au_c ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,:aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2,:a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S--- Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er Proper -es ae-g11 cf wa�er: 62.900 'a-er-a- ?ref- -es ("9 prof --es Un-sae-gh� cf -aa�er/med-um above ground: 62.400 Prof --e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 200.00 925.00 200.00 Prof --e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "98.00 925.00 "98.00 Prof --e: 3 ;2 pc-ns) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "89.00 925.00 "89.00 Prof --e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 5.00 925.00 5.00 Prof --e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "98.00 925.00 "98.00 Prof --e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "25.00 925.00 "25.00 Prof --e: 7 ;2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "22.00 925.00 "22.00 Prof --e: 8 ;2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 0.00 "00.00 925.00 "00.00 Prof --e: 9 ;2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 0.00 97.00 925.00 97.00 Prof --e: "0 ;2 pc -nos; Y_a�er-a- beneaih: 5 - Slurry Wall 925.00 200.00 928.00 200.00 Prof --e: "" ;2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 928.00 200.00 970.00 200.00 Prof --e: "2 ;2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 928.00 "98.00 970.00 "98.00 Prof --e: "3 ;2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 928.00 "89.00 970.00 "89.00 Prof --e: "9 ;2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 928.00 5.00 970.00 5.00 Prof --e: 5 ;2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 928.00 "98.00 970.00 "98.00 Prof --e: "6 ;2 pc -nos; Y_a�er-a- beneaih: 6 - C -ay 928.00 "25.00 970.00 "25.00 Prof --e: "7 ;2 pc -nos; Y_a�er-a- beneaih: 2 - Sand and Crave- 928.00 "22.00 970.00 "22.00 Prof --e: "8 ;2 pc -nos; Y_a�er-a- beneaih: 3 - Weaihered Bedrecs_ 928.00 "00.00 970.00 "00.00 Prof --e: "9 ;2 pc -nos; Y_a�er-a- beneaih: 9 - Sab-e Bedrecs_ 925.00 97.00 970.00 97.00 S-cpe Surface ;9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "99.00 Fa--ure Surface "00.00 "00.00 00.00 "99.00 900.00 200.00 382.00 19.00 0.00 200.00 0.00 94.00 crcu-ar surface for cr-_-ca- search def-ned by: XL,XR,R "nersec�s: 2L: "00."" YL: "00.09 2R: 958.00 YR: 200.00 Centre: "97.68 YC: 99.36 Radius: R: 355.00 Ear_hquas_e Fcrce Pseudc-s_a_-c ear_hquas_e (se-sn±c) cceff-c-en: 0.070 Var-ab-e Res_ra-n s Parame�er descr-p_cr: Range cf var-a -cn: Ir-a- pcs cns ,L_I-Ln range: XL X R R 9.00 9.00 30.00 20 20 50 RESULS: Y.na-ys-s - Case 9 - Fu-- Reserve -r Eti B-shcp S-np__f-ed `sihcd cf Ana-ys-s - T,rcu-ar Fa--ure Surface Cr -ca- Fa -lure Surface Search us-ng Y_u -ple C-rcle Cenera-cn-echniques In -a- fa--ure surface apprc.Lnia_-cn - Fac cr cf Sate -_y: 2.29` Ana-ys-s Sununary There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces Cr -ca- ;m-n-niuni; Fac cr cf Sate -_y: .78 Resu- s Sununary - Lewes 99 rac cr cf Sate -_y c-rc-es Circle 9 6 8 9 0 6 o 20 2" 22 23 29 25 26 28 29 30 2 33 9 35 6 7 8 9 90 9" 42 93 99 95 96 97 98 99 50 52 53 9 56 8 -Let Y -Let X-R-gh Y-R-gh X -Cenre Y -Centre Radius FoS 00.09 958.00 200.00 97.68 1.36 355.00 1.784 <-- Critical Surface 00.09 958.2" 200.00 97.89 1.32 355.00 1.784 00.09 958.00 200.00 97.87 40.67 3.5.4.39 1.785 00.09 958.92 200.00 "98.0" «1.27 355.00 1.785 00.09 958.2" 200.00 "98.09 0.62 3.5. .39 1.785 00.09 958.00 200.00 "98.06 39.98 1.785 00.09 958.63 200.00 "98.7 1.22 355.00 1.785 00.09 958.92 200.00 "98.20 440.58 3.5.4.39 1.792 00.09 958.89 200.00 "98.39 1.17 355.00 1.792 00.09 958.2" 200.00 "98.23 39.93 1.793 00.09 958.63 200.00 "98.37 0.53 3.5.!.39 1.793 00.09 958.00 200.00 "98.26 39.29 353.16 1.794 00.09 959.05 200.00 "98.5" 1.12 355.00 1.794 00.09 958.92 200.00 "98.90 39.88 1.794 00.09 958.89 200.00 "98.53 0.8 3.5.!.39 1.795 00.09 958.2" 200.00 "98.92 39.24 353.16 1.795 00.09 959.26 200.00 "98.67 1.08 355.00 1.796 00.09 958.63 200.00 "98.56 39.83 1.796 00.09 958.00 200.00 "98.958.59 352.55 1.796 00.09 959.05 200.00 "98.70 3.5. .39 1.796 00.09 958.92 200.00 "98.59 39.19 353.16 1.796 00.09 958.89 200.00 "98.73 39.79 1.797 00.09 959.97 200.00 "98.89 1.03 355.00 1.797 00.09 958.2" 200.00 "98.62 38.5. 352.55 1.797 00.09 959.26 200.00 "98.87 0.38 3.5. .39 1.798 00.09 958.63 200.00 "98.75 39.1 353.16 1.798 00.09 958.00 200.00 "98.69 x7.90 351.94 1.798 00.09 959.05 200.00 08.80 39.7r 1.798 00.09 959.68 200.00 99.0" 0.98 355.00 1.798 00.09 958.92 200.00 98.788.9 352.55 1.799 00.09 958.89 200.00 "98.92 39.09 353.16 1.799 00.09 959.97 200.00 99.03 3.5. .39 1.799 00.09 958.2" 200.00 98.8 7.85. 351.94 1.800 00.09 959.89 200.00 99 0.93 355.00 1.800 00.09 959.26 200.00 99.06 39.69 1.800 00.09 958.63 200.00 98.95 38.5. 352.55 1.800 00.09 958.00 200.00 "98.89 x7.20 351.33 1.800 00.09 959.05 200.00 99.00 39.04 353.16 1.801 00.09 959.68 200.00 99.20 440.29 354.39 1.801 00.09 958.92 200.00 "98.98 3.7.80 351.94 1.801 00.09 960."" 200.00 99.39 0.88 355.00 1.801 00.09 959.97 200.00 "99.23 39.64 802 00.09 958.89 200.00 99 38.0 352.55 1.802 00.09 958.2" 200.00 99.00 37.15 351.33 1.802 00.09 959.89 200.00 99.36 0.24 .39 1.802 00.09 959.26 200.00 99.25 39.00 353.16 1.802 00.09 958.63 200.00 "99.9 351.94 1.802 00.09 958.00 200.00 99.03 36.51 350.71 1.803 00.09 960.32 200.00 99.50 0.81 155.00 1.803 00.09 959.05 200.00 99.28 38.35. 352.55 1.803 00.09 959.68 200.00 99.39 39.59 1.803 00.09 958.92 200.00 99 37.11 351.33 1.803 00.09 960.53 200.00 99.67 0.79 355.00 1.804 00.09 960."" 200.00 99.53 440.19 35.39 1.804 00.09 959.97 200.00 99.92 38.95 353.16 1.804 00.09 958.89 200.00 99.3 3.7.70 351.94 1.804 00.09 958.2" 200.00 99.20 36.6 350.71 1.804 "00.09 960.79 200.00 99.83 0.71 ?55.00 1.805 9 60 62 63 64 65 66 67 68 69 70 73 74 6 77 78 79 80 83 84 85 86 87 88 89 90 93 94 95 96 97 9899 "00.09 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 "00.04 Yr -ca_ Ea-_ure Surface ;c-rc_e 4`9.89 459.26 4`8.2 460.32 458.00 459.05 459.68 460.95 458,4'2 460.53 460."" 459.97 4`8.84 96"."6 960.79 4`9.89 460.32 459.26 9`8.63 458.00 46.1.37 4`9.68 460.95 460.53 459.05 460."" 458,4'2 4`9.47 4`8.84 96"."6 960.79 460.32 959.89 459.26 9`8.63 46.1.37 460.95 458.00 460.53 In_ersec_s: XL: "00."" YL: Cen-_re: YC"97.68 YC: Yenera_eI 2-"ure surface: ;20 pct _S "00.04 "20.05 20".75 86.39 222.3" 303.05 "02.36 322.5_ 395.55 "46.63 4"2.30 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 200.00 "99.56 2924 1.805 "00.458.30 352.55 1.805 "99.34 07.06 351,33 1.805 "99.70 “0.1. -.39 1.'80. "99.23 =5.81 350.10 1.805 " 99.47 07.65 35124 1.805 "99.58 08.90 353.16 1.805 200.00 .00.69 355.00 1.805 "99.36 26.2 350.71 1.806 "00.86 =40.09 4.39 1.806 "99.72 09.50 1.806 "99.6" 08.25 352.55 1.'806 "_99.50 -37.01 351,33 1.806 "o0 39 -_5.,76 050.10 1.807 200.7 =40.6 355.00 1.807 200.03 «0.02 ,52.39 1.807 99 3.16 1.807 "99.84 -39. 1.807 "99.69 07.61 35.1.9 1.'807 "o0 2 436.36 350.71 1.807 99.42 -35.12 349.49 1.808 200.33 440.59 355.00 1.808 "99.78 438.20 352.55 1.808 200."9 440.00 54.39 1.808 200.05 439.40 1.808 "99.67 436.96 351.33 1.808 "99.92 08.80 35.3.16 1.808 "99.56 =05.71 350.10 1.808 "99.80 27.56 2122 1.809 "99.70 436.31 350.71 1.809 200.36 439.95 x.39 1.809 200.22 439.35 1.809 200.08 - 35.3.16 1.809 99 `9 - x.07 30.0 1.'809 29.94 28.15 362.66 1.810 "99.83 436.91 351.33 1.810 -00,72 - 5.67 350.10 1.810 200.52 439.90 2229 1.810 200.39 439.30 1.810 " 99.62 .0...2 1.810 200.25 08.70 353.16 1.811 "00.04 XR: 458.00 YR: 44".36 2d -us: R: 94,95 87% "04.04 40.25 242.-9 34.6 428,33 89.2= "" 6.83 - Cecmery and Prcper�-es - Cr -ca- Fa' ure Surface (c-rc_e ", _7 slices) 200.00 5..00 160.65 260.12 360.13 00.30 2.=5 125.71 185.32 181.17 283.23 .1= '58.00 86.75. 96.83 1?5.66 200.00 S_ -S Base P:re;ater Normal Test 'r; Let_ Area Fng_e ?2_h Leng2 '_a_" Cches"5.n Phi Weight Force Stress Factor "00.00 4".74 82.9 "2.02 97.74 3 "00.00 18.0 509.39 58227.19 ,871.63 3.29 2 ""2.02 ,5.2" -"4.3 8.03 8.29 4 2000.00 20.0 9917.47 50676.38 7104.29 1.09 3 "20.05 "45.37 ".0 "0."0 "0.29 4 2000.00 20.0 19145.17 6422.31 7506.08 1.06 4 20."5 "_99."_7 ".0 "0."0 "0.29 4 2000.00 20.0 26186.14 6581.53 8007.98 1.06 "40.25 252.54 -7.6 "0.20 "0.29 4 2000.00 20.0 33142.10 66550.1 .82 1.04 6 "50.45 30"."8 -7.6 "0.20 "0.29 4 2000.00 20.0 39444.89 6729.62 8789.75 1.04 "60.65 "76.66 -4.3 5.35 5.37 4 2000.00 20.0 23101.20 3565.32 8986.77 1.02 "66.00 323.5" -4.3 9.00 9.03 4 2000.00 20.0 42163.39 59950.62 9208.3 1.02 5.00 240.9" -4.3 6."7 6."9 4 2000.00 20.0 31306.14 41318.34 9443.18 1.02 "8"."7 433.28 0 "0.29 "0.29 4 2000.00 20.0 56202.16 68923.37 9562.91 1.00 "9".46 470.42 ".0 "0.29 "0.29 4 2000.00 20.0 6087.09 69039.16 9803.83 1.00 "2 20".75 504."4 2.3 "0.28 "0.29 4 2000.00 20.0 65068.52 68963.36 9899.32 0.99 2 2"2.03 535."0 2.3 "0.28 "0.29 4 2000.00 20.0 68869.81 68696.24 10053.69 0.99 "4 222.3" 560.66 5.6 "0.24 "0.29 4 2000.00 20.0 71940.06 68238.05 10060.64 0.99 232.5" 585.26 5.6 "0.24 "0.29 4 2000.00 20.0 ,402.98 67588.64 10129.08 0.99 "6 242.79 605.0" 9.0 "0.2" "0.34 4 2000.00 20.0 77033.20 67053.63 10042.39 0.98 253.00 6"7.55 9.0 "0."2 "0.24 4 2000.00 20.0 782C2.12 6516.99 10017.54 0.98 "8 263."2 628.46 "2.3 "0.05 "0.29 4 2000.00 20.0 7929.27 64502.84 9851.52 0.98 9 273. 640."4 "2.3 "0.05 "0.29 4 2000.00 20.0 80402.51 63097.00 9751.04 0.98 20 283.23 733.63 5.6 ".36 ".80 3 "00.00 18.0 91651.52 70377.52 9790.95 0.99 2" 294.59 550.47 5.6 8.46 8.78 2 0.00 35.0 68555.57 50856.20 9437.04 0.94 22 303.05 635.34 "8.9 9.73 "0.29 2 0.00 35.0 79125.31 57767.87 9189.02 0.93 23 3"2.78 634.43 "8.9 9.73 "0.29 2 0.00 35.0 79011.83 5562.73 8975.60 0.93 24 322.5" 6"6.88 22.2 9.52 "0.29 2 0.00 35.0 76823.88 53302.29 868.01 0.93 25 332.04 6"0.00 22.2 9.52 "0.29 2 0.00 35.0 7596.00 50800.61 0365.97 0.93 ,6 24" `,6 679.6`, 2`,.6 0 80 ` 98 0.00 .0 -632.27 --.25 7944.11 0.93 -,-,. 2`2'27 386.6" 2`.6 6.27 6.9` G 50.00 16.0 - 1'5.,, 305 5. 7950.49 1.03 28 358.64 9".07 25.6 ".49 ".65 2 0.00 35.0 11361.13 7077.09 7490.98 0.93 29 360."3 4"4."4 28.9 6.87 7.85 2 0.00 35.0 5166.84 32528.00 7230.22 0.94 30 367.00 649.39 28.9 "9 "2.73 2 0.00 35.0 80903.09 -''779.36 6811.03 0.94 2" 378:_4 ,"7.84 "i%.% 2.86 4.56 2 0.00 35.0 270'87.60 16249.26 6370.15 0.95 32 382.00 330."4 32.2 6.00 7.09 2 0.00 35.0 40997.00 23906.55 6146.2 0.95 33 388.00 3"9.45 32.2 6.00 7.09 2 0.00 35.0 39601.47 22233.51 5913.17 0.95 34 394.00 80.04 32.2 ".84 2 0.00 35.0 10036.86 5767.36 0.95 0. 98.96 ,5 ,92 2.36 2 0.00 35.0 1225.62 6875.91 5621.30 0.96 36 397.98 "27.99 35.5 2.2 3.0 6 50.00 16.0 15851.91 8730.50 590.0 1.10 37 900.00 83.0 35.` ".68 2.06 6 50.00 16.0 10307.39 5601.67 X780.'8 1.10 38 90.68 980.39 3`.` "0.63 3.06 2 0.00 3.5.0 596.3= 319x.19 913.'87 0.96 39 92.30 296.69 38.9 6.35 8. 2 0.00 3.5.0 3050.04 16715.36 18.02 0.98 90 98.65 29.20 38.9 6.35 8."5 2 0.00 X5.0 2689.85 1112.3 3585.9 0.98 9" 925.00 89.9 38.9 3,00 3.85 0.00 5..0 9890.04 5762.6 276.3. 0.8'8 92 928.00 "96.77 92.0 7.79 "0.99 2 0.00 X5.0 226.18 12608.5 2613.52 0.99 93 93.79 "9.8" 92.2 7.79 "0`" 2 0.00 3.5.0 17375.60 8006.1 185.3 1.00 99 993.58 96.92 95.5 3.62 5.6 2 0.00 X5.0 5639.35 2201.0 1236.50 1.02 95 997.9 9.76 95.5 9.9" 7.0' 6 50.00 16.0 5060.29 1093.52 882.61 1.23 96 952.0 x.72 95.5 3.93 5.6" 6 50.00 16.0 1925.85 0.00 396.60 1.23 97 956.03 ".97 95.5 ".97 2.80 2 0.00 35.0 25.64 0.00 89.32 1.02 Area: "607".96 h Leng h: 976.96 Weight: 2027685.75 LvALENF. 7.2 Dna j s -s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I consulting ?rcjec : D?C S' e • ?:A8"9 D?C v2n2ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 10 RD EQ.gmf Processed: 3" Jul 209 "0:36:00 E "1: ina-ys-s " - Case "0 - Rap -d Draw Dcwn EQ va-er-a- ?rcper�-eS ;7 ma�er-a-Si a er-a-: " ;Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- Un-_Wegh_ Ru 50.00 22.0 "3.00 Au_c _,aer-a-: 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- Un- We-gh Ru 0.00 3.0 "25.00 Au_c aer-a-: 3 ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- Un-_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- Un-_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- Un-_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2,a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S--- Cches-cn Ph- Un-_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er Proper -es Tin-ae-ghcf wa�er: 62.900 'a-er-a- ?rcf--es ("9 prof --es Un-sae-gh� cf -aa�er/med-um above ground: 62.400 Prof --e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 200.00 939.00 200.00 Prof --e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C_ay 0.00 "90.00 939.00 "90.00 Prof --e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "89.00 939.00 "89.00 Prof --e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "72.00 939.00 "72.00 Prof --e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "67.00 939.00 "67.00 Prof --e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "38.00 939.00 "38.00 Prof --e: 7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "36.00 939.00 "36.00 Prof --e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 939.00 "00.00 Prof --e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrecs_ 0.00 97.00 939.00 97.00 Prof --e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry Wall 939.00 200.00 937.00 200.00 Prof --e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 200.00 990.00 200.00 Prof --e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 937.00 "90.00 990.00 "90.00 Prof --e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 "89.00 990.00 "89.00 Prof --e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 937.00 "72.00 990.00 "72.00 Prof --e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 "67.00 990.00 "67.00 Prof --e: "6 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 937.00 "38.00 990.00 "38.00 Prof --e: "7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 "36.00 990.00 "36.00 Prof --e: "8 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 937.00 "00.00 990.00 "00.00 Prof --e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrecs_ 939.00 97.00 990.00 97.00 S_cpe Surface ;7 pc -_s) 0.00 "00.00 979.00 200.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "09.00 990.00 "00.00 200.00 "09.00 "00.00 909.00 200.00 388.00 193.00 69.00 90.00 200.00 193.00 In- -a- c-rcu-ar surface for cr-_-ca- search def-ned by: XL,XR,R -n ersec s: XL: Centre: --0.00 20- .54 YL: YC: 00.33 2R: 469.50 YR: 199.70 969.-4 Radius: R: 380.00 Ear-hquas_e Fcrce Pseudc-s-a--c ear-hquas_e (se-sn±c) cceff-c-en: 0.070 Var-ab-e Res_ra-n s Parame-er descr-p-cr: Range cf var-a -cn: Ir-a- pcs -cns range: XL X R R 2.00 4.00 "0.00 20 20 50 REST : D.na-yS-s - 7ase 0 - Rap -d Draw Dc -In Eti B-shcp S-mp__f-el `e_hcd cf D.na-,s - 7,rcu-ar Fa--ure Surface Cr---ca- 7a' ure Surface Search us-ng Yu -p-e C-rc-e Cenera-cn Techniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: .328 Ana-ys-s SuIIilTlary There were: 2000" successfu- ana-yses frcm a -c-a- cf 2000" -r-a- failure surfaces Cr -ca- ;m -n -mum; Fac cr cf Sate -_y: -.30 Resu- s SuIIilTlary - Lcwes 99 rac-cr cf Sate -_y c-rc-es C-rc-e Y -Let- Y -Let- 4-R-gh- Y-R-gh- Cen-re Y -Centre Radius FoS 0.00 "00.33 469.50 99.70 20.54 69.14 380.00 1.304 <-- Critical Surface 2 ""0.00 "00.33 469.50 99.70 20.6- 468.92 379.80 1.305 3 0.00 "00.33 469.50 99.70 20.67 68.69 379.59 1.305 4 "09.89 "00.30 469.50 99.70 20".99 69.09 380.00 1.306 0.00 "00.33 469.50 -99.70 20.73 68.6 379.39 1.306 6 "09.89 "00.30 469.50 -99.70 20".56 68.87 379.80 1.306 0.00 "00.33 469.50 -99.70 20".79 68.24 379.18 1.306 0 09.89 "00.30 469.`0 99.70 20.62 68.6 379.59 1.306 9 ""0.00 "00.33 469.50 -99.70 20".86 68.01 378.98 1.306 0 "09.79 "00.26 469.50 99.70 20".44 69.04 380.00 1.306 0.00 "00.33 960.7 -99 20-.8- 69.07 380.00 1.3.06 2 ""0.00 "00.33 469.50 99.70 20.92 67.79 78.78 1.307 3 09.79 "00.26 469.50 99.70 20-.`- 68.82 379.80 1.307 4 0.00 "00.33 969.7" 99 20-.88 68.'5 379.80 1.3.07 0.00 "00.33 469.50 -99.70 20.98 67.56 7857 1.307 6 -09.89 -00.30 469.`0 99.70 20.68 6'4.=2 379..39 1.307 0.00 "00.33 960.7 -oo`, 20.99 68.62 379.59 1.307 -8 0.00 "00.33 469.50 99.70 202.CA 67.33 378.3.7 1.307 9 "09.89 "00.30 469.50 99.70 20.74 68.19 379.18 1.307 20 ""0.00 "00.33 969.7" -99.57 202.00 468.40 379.39 1.3.07 2- -09.68 -00.23 469.50 -99.70 20.40 469.00 380.00 1.307 22 --0.00 -00.33 469.50 -99.70 202.-- 467.11 x,0.16 1.307 23 -09.89 -00.30 469.50 -99.70 20-.8- 467.96 0,0.98 1.307 24 -09.79 -00.26 469.50 -99.70 20-.57 468.59 379.59 1.308 25 -09.89 -00.30 969.7- -99.5 20-.76 469.03 080.00 1.308 26 --0.00 -00.33 969.7- -99.5! 202.06 468.17 r 9.18 1.308 27 -09.89 -00.30 469.50 -99.70 20.87 67.7 .78.78 1.308 28 -09.79 -00.26 469.50 -99.70 20.63 468.37 379.39 1.308 29 -09.89 -00.30 969.7- -99.5! 20.83 468.80 r 9.80 1.308 30 --0.00 -00.33 469.50 99.70 202.7 66.88 377.96 1.308 0.00 -00.33 969.7- 99 202.2 67.957.98 1.308 2 -09.89 -00.30 469.50 -99.70 20.93 67.51 78.57 1.308 33 09.79 -00.26 469.50 -99.70 20.69 68.14 379.18 1.308 34 -09.68 -00.23 469.50 -99.70 20-.96 68.77 379.80 1.308 35 0.00 -00.33 469.92 -99.95 202.08 69.01 380.00 1.308 36 -09.89 -00.30 969.7- 99 20-.89 68.57 379.59 1.308 37 -09.58 -00.9 469.50 -99.70 20.35 68.95 380.00 1.308 38 -09.89 -00.30 469.50 -99.70 20.99 67.29 1.308 .° 0.00 -00.33 469.7- 99 202.9 67.72 1.308 40 -09.79 -00.26 469.`0 -99.70 20. 76 67.91 .9'3 1.30'4 4- -09.68 -00.23 469.50 -99.70 20-.52 68.54 379.59 1.308 42 -09.79 -00.26 460.7 -99 20.7 68.98 380.00 1.3.08 43 --0.00 -00.33 469.92 -99.45 202.-5 68.7'8 379.80 1.308 44 --0.00 -00.33 469.50 99.70 202.23 66.66 377.76 1.308 45 -09.89 -00.30 469.7- 99 20,95 68.35 379.39 308 46 -09.79 -00.26 469.`0 -. 9970 20-.82 67.69 78.78 1.309 47 -09.68 -00.23 469.50 -99.70 20-.58 68.32 379.39 1.309 48 -09.79 -00.26 469.7 00 ,0- 68.75 3.79.80 1.3.09 49 -09.89 -00.30 469.7- 99 202.0- 68.12 379.18 1.3.09 50 --0.00 -00.33 469.92 -99.45 202.2- 68.56 379.59 1.309 09.89 -00.30 469.50 -99.70 202.06 67.06 3.78.16 1.309 2 --0.00 -00.33 460.7 -99 202.25 67.9 78.57 1.3.09 53 09.68 -00.23 469.50 -99.70 20.65 68.09 379.18 1.309 54 --0.00 -00.33 469.50 99.70 202.29 66.3 77.55 1.309 09.58 -00.9 469.50 -99.70 20-.4- 68.72 379.80 1.309 56 -09.79 -00.26 469.7 ,-00 ,0.80 =6'�� 0.3 .79.59 1.309 -09.79 -00.26 469.`0 '99.70 2C".S8 67.=6 78.57 1.309 8 "09.89 "00.30 9 "09.58 "00.9 60 "09.68 "00.23 6" "09.89 "00.30 62 ""0.00 "00.33 63 "09.68 "00.23 69 "09.89 "00.30 65 ""0.00 "00.33 66 "09.79 "00.26 67 ""0.00 "00.33 68 "09.58 "00.9 69 "09.97 "00.6 70 "09.79 "00.26 "09.68 "00.23 2 "09.89 "00.30 73 "09.89 "00.30 79 "09.68 "00.23 09.97 "00.6 76 09.89 00,30 77 0.00 "00.33 78 09.79 00'.26 79 -09.58 "00.9 80 ""0.00 "00.33 8" "09.79 "00.26 82 "09.68 "00.23 83 "09.89 "00.30 84 09.97 00.6 85 "09.58 "00.9 86 "09.68 "00.23 87 "09.89 "00.30 88 09.79 00'.26 89 "09.89 "00.30 90 ""0.00 "00.33 9 "09.79 "00.26 92 "09.37 "00."2 93 "09.58 "00.9 99 ""0.00 "00.33 95 "09.79 "00.26 96 "09.68 "00.2 9' X09.97 00.6 98 "09.58 "00.9 99 "09.68 "00.2 9r -ca- 7a--ure Surface ;c-rc-e 960.02 00.95 202.03 68.96 080.00 1.309 969.50 99.70 20'".97 6'8.9 379.59 1.309 969.7" -007 20.67 68.93 380.00 1.3.09 969.7" -00`' 202.08 67.90 378.98 309 969.92 99.4`, 202.27 6'8.33 379.39 1.309 960.50 00.70 20".7 67.'87 378.98 1.309 969.50 99.70 202.2 466.83 377.96 1.309 969.7" 00 202 3" 67.27 309 969.7- -99 20.90 68.30 379.39 1.310 969.50 99.70 202.36 66.20 1.310 969.50 99.70 ?0.3 6'8.27 379.39 1.310 969.50 99.70 20".30 68.90 380.00 1.310 969.5'0 99.70 20.94 67.2 78..7 1.310 969.7 00 73 6'.70 379.80 1.310 960.02 00.95 202.0 68.73 379.80 1.310 969.7" 00 . 202.4 67.67 78.78 1.310 969.50 9970 2K.77 67.6 78.78 1.310 960.50 -00,70 20".36 -68.67 379.80 1.310 960.50 00,70 202.8 66.61 377.76 1.310 969.7" 00 202 37 67.0= 6 310 969.7- -00, 20.96 -68.07 379.18 1.310 969.50 =99.70 20.60 68.04 379.18 1.310 969.50 99.70 202.92 465.98 377.14 1.310 960.50 00,70 202.0" 67.01 378.16 1.310 969., 00 0 6'4.='4 9.59 1.310 969.92 "99.4` 202.6 6'8.51 379.59 1.310 969.50 99.70 20".92 68.5 379.59 1.310 969.7" -99.57 20.62 468.88 380.00 1.310 969.5'0 99.70 2C'.83 67.1 78.5.7 1.310 969.7 -00, 202.20 67.44 310 960.02 -00.95 20.98 68.91 380.00 1.311 969.50 99.70 202.29 466.38 77.5.5 1.311 969.7" 00 202.99 66.'1 96 311 969.7- -00�, 202.03 67.'757.98 1.311 960.50 -00,70 20.25 68.85 380.00 1.311 969.50 99.70 20.66 467.82 378.98 1.311 969.5'0 99.70 20'2.98 65..75. 376.9= 1.311 960.50 -00,70 202.07 66.78 377.96 1.311 969.7" 00 %0 N` 6'8.25 9.39 311 969.50 "00.70 20'".98 6'4.22 379.39 1.311 969.7" 0° 20.G8 6'.65 9.'0 311 969.50 =99.70 20.90 67.19 78..7 1.311 Inersec�s: 2L: ""0.00 YL: "00.33 2R: 969.50 YR: Cen_re: YC20.59 YC: 969.9 Rad-us: R: 2enera�ed fa--ure surface: ;20 pc-n_S 0.00 "00.33 "30.09 95.93 -50.28 92.62 2.68 89.28 22.I 90.38 ??.7 92.50 32.63 "05.79 332.08 ""2.27 35 9.83 90.3 48.53 422.`9 "60.0'" 98.90' 2.30 - Gecm.e=y and Prcper�-es - Cr'_-ca- Fa--ure Surface (c-rc-e ", 50 slices) 199.70 380.00 170.68 272.82 369.79 90.40 95.89 128.2 1°5.63 191.17 292.86 93 69.50 89.28 100.28 17.99 199.70 SI -S Base Pcre;ater Normal Test 'r; Let Area F.ng-e WLhh LengAh '_a_- Cches-cn Phi Weight Force Stress Factor 0.00 0.69 -2.9 52 2 0.00 3.5.0 79.55 40.66 5.95 1.16 2 "52 "8.6" -2.9 6.83 6.99 3 "00.00 18.0 2408.63 1189.21 381.24 1.08 3 8.39 99.39 -2.9 6.83 6.99 3 "00.00 18.0 579.06 2835.80 892.25 1.08 9 "2.7 97.90 -2.9 9.87 9.98 9 2000.00 20.0 6200.34 3028.32 1676.01 1.09 30.09 37.66 -9.3 "0.2 "0.26 9 2000.00 20.0 18000.94 0704.00 2085.;; 1.06 6 "90.6 88.60 -9.3 "0.2 "0.26 9 2000.00 20.0 2636.89 11925.35 2757.64 1.06 "50.28 238.69 -6.2 "0.20 "0.26 9 2000.00 20.0 31125.26 1978.81 3273.83 1.04 8 "60.98 289.6" -6.2 "0.20 "0.26 9 2000.00 20.0 37052.96 1786.51 386.4'8 1.04 9 70.68 329.29 -." "0.29 "0.26 9 2000.00 20.0 42780.76 20578.11 429.70 1.02 0 "80.92 369.97 -." "0.29 "0.26 9 2000.00 20.0 47956.54 23120.05 4803.97 1.02 908.99 -0.0 "0.26 "0.26 9 2000.00 20.0 5281.05 25486.63 519.23 1.00 2 20.92 993.55 -0.0 "0.26 "0.26 9 2000.00 20.0 57203.22 27677.44 5577.12 1.00 2.68 292.97 3." 5.2 5.33 9 2000.00 20.0 31271.70 15183.37 5.755.04 0.99 9 27.00 283.65 3." 6.00 6.0" 9 2000.00 20.0 3613.23 17725.55 591.62 0.99 223.00 952.92 3." 9.7 9.8 9 2000.00 20.0 5.7971.65 28303.29 6193.39 0.99 6 22.7 528.56 6.2 "0.20 "0.26 9 2000.00 20.0 67448.05 3317.25 65.62 0.98 292.37 99 6.2 "0.20 "0.26 9 2000.00 20.0 70196.52 0644.61 6619.C2 0.98 "8 22.7 568.32 9.3 "0.2 "0.26 9 2000.00 20.0 72006.30 35931.68 6715.91 0.97 -9 262.69 585.77 9.3 "0.2 "0.26 9 2000.00 20.0 73920.09 0703.95 6901.38 0.97 20 272.82 300.3 "2.9 5.09 5.2" 9 2000.00 20.0 3775.5.24 19172.48 6891.07 0.96 2" 277.90 908.69 "2.9 6.85 7.0" 3 "00.00 18.0 5126.56 26107.25 7276.80 0.97 22 284.75, 99.05 "2.9 6.85 7.K 3 "00.00 18.0 51769.97 26449.50 73.0.29 0.97 23 29.59 563.20 M.0 9.20 9.53 2 0.00 X5.0 70307.39 36388.56 7158.6 0.90 29 300.80 568.0" 9.20 9.55 2 0.00 X5.0 70909.83 36773.14 7207.5 0.90 25 30.00 "63.25 2.63 2.73 2 0.00 X5.0 20373.71 10568.52 7244.92 0.90 26 22.63 389.25 "8. 6.8 6.52 2 0.00 3.5.0 =7910'.3= 25290'.36 715.9'8 0.'89 ?7 38,87 384.7 0. 6.0 6.52 2 0.00 3.5.0 0836.17 252'8 715.72 0.'89 28 3'25.00 939.25 Y.5 7.00 2.97 2 0.CC' 3.5.0 5020.82 2'890..22 7109.72 0'.'89 29 332.02 589.9 2.6 9.59 "0.26 2 0.00 35.0 73315.12 39552.82 7015.94 0.89 0 39.62 583.93 2.6 9.59 "0.26 2 0.00 3.5.0 72595.12 39166.16 690.05 0.89 06 7`, 29.7 9.32 "0.26 2 0.00 3.5.0 69'92.52 3'2593.18 6760.18 0.8'8 2 360.97 550.70 29.7 9.32 "0.26 2 0.00 3.5.0 68511.21 3.98 6626.64 0.88 33 369.79 359.85 27.8 6.2" 7.03 2 0.00 3.5.0 “763.28 25390.31 6410.94 0.8'8 39 376.00 09 27.8 3.00 -i° "ir, 379.00 '89.79 27.8 3 36 389,'' 08 g5, 27.8 3.77 4.27 37 387.93 973.`9 30.9 8.80 0.26 38 396.03 453.02 30.9 8.80 "0.26 39 405.53 72 `0 39.0 3.90 9."9 90 909.00 3"7.02 39.0 6.77 7 9" 9"`.77 286."0 39.0 6.77 7 4, 4 2 9 337."_6 ' '7 9.24 43 43 6 "i;� 79 99 939.00 90.`5 "V7."_ 3.00 "i.76 4 437.00 i 90 2.8 96 938.90 "90.39 90.2 7.83 "0.26 97 996.73 _38,`,; 90.2 7.83 "0.26 98 959.57 95.36 93.3 3.58 4.9"_ 49 458,'9 38.2" 93,3 4. 5, 5,.83 50 962.39 25.96 93.3 9.77 0.00 5..0 21267.18 12068.20 6309.38 0.88 0.00 35.0 36017.86 20 87.39 6219.26 0.88 50.00 16.0 25986.56 18,-3.27 6509.14 1.01 0.00 35..0 5.89 8.94 35.23.68 5.862.67 0.'88 0.00 35..0 5. .34 30159.56 5561.54 0.8'8 0.00 35.0 218 8.71 11308.62 .258.34 0.89 0.00 35.0 39 24.15 20298.60 -937.09 0.89 0.00 35.0 35559.90 17971.39 2.20 0.89 0.00 35.0 41'x'.28 21320.83 0.89 50.00 16.0 87.29 -380.19 3623.89 1.08 0.00 -5..0 9960.04 441.52 2632.38 0.79 50.00 16.0 6708.34 3167.47 3195.45 1.08 0.00 35.0 23760.11 11074.23 2423.11 0.90 0.00 35..0 17275.51 6835.97 1724.80 0.90 0.00 35.0 5651.52 1742.59 1168.81 0.91 0.00 35..0 =,76.14 727.96 789.05 0.91 0.00 35.0 8288.87 0.00 303.00 0.91 Area: `,3`,9.87 h Leng h: 389.80 Weight: 193-350.25 LFT1 . 7.2 Dna j s -s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I consulting ?rcjec : D?C S' e • ?:A8"9 D?C V2n2ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 10 Full EQ.gmf Processed: 3" Ju- 209 .":96 ED. -D.: ina-ys-s - - Case -0 - Fu-- Reserve -r EQ va-er-a- ?rcper�-eS ;7 ma�er-a-Si a er-a-: - ;Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- Un-_Wegh_ Ru 50.00 22.0 -3.00 Au_c _,aer-a-: 2 ;Y_chr-Ccu-curb 7sc_rcp-c) - Sand and Crave- Cches-cn Ph- Un- We-gh Ru 0.00 3.0 "25.00 Au_c aer-a-: 3 ;Y_chr-Ccu-curb 7sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 -8.0 -9.00 Au_c 2,aer-a-: 9 ;Y_chr-Ccu-curb 7sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- Un-_Wegh_ Ru 2000.00 20.0 -9.00 Au_c aver -a-: ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- Un-_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- Un-_Wegh_ Ru 50.00 -6.0 "20.00 Au_c 2,a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S--- Cches-cn Ph- Un-_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er Proper -es Tin-ae-ghcf wa�er: 62.900 'a-er-a- ?ref- -es ( 9 prof --es Un-sae-gh� cf -aa�er/med-um above ground: 62.400 Prof --e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 200.00 939.00 200.00 Prof --e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "90.00 939.00 "90.00 Prof --e: 3 ;2 pc-ns) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "89.00 939.00 "89.00 Prof --e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "72.00 939.00 "72.00 Prof --e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "67.00 939.00 "67.00 Prof --e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "38.00 939.00 "38.00 Prof --e: 7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "36.00 939.00 "36.00 Prof --e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 939.00 "00.00 Prof --e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrecs_ 0.00 97.00 939.00 97.00 Prof --e: -0 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry Wall 939.00 200.00 937.00 200.00 Prof --e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 200.00 990.00 200.00 Prof --e: -2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 937.00 "90.00 990.00 "90.00 Prof --e: -3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 "89.00 990.00 "89.00 Prof --e: -9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 937.00 "72.00 990.00 "72.00 Prof --e: .5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 "67.00 990.00 "67.00 Prof --e: -6 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 937.00 "38.00 990.00 "38.00 Prof --e: 7 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 937.00 "36.00 990.00 "36.00 Prof --e: -8 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 937.00 "00.00 990.00 "00.00 Prof --e: -9 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrecs_ 939.00 97.00 990.00 97.00 S_cpe Surface ;7 pc -_s) 0.00 "00.00 979.00 200.00 Phrea�-c Surface ;9 pc -n= 0.00 "93.00 Fa--ure Surface "09.00 990.00 "00.00 200.00 09.00 "93.00 909.00 200.00 388.00 193.00 69.00 90.00 200.00 193.00 In- -a- c-rcu-ar surface for cr-_-ca- search def-ned by: XL,XR,R 8nersec�s: 2L: Centre: 9.00 69 YL: 80.67 r,R: 969.50 YR: 199.70 YC: 99 Radius: R: 39'8.9'8 Farthquas_e Fcrce Pseudc-sJa�-c earthquas_e (se-sn±c) cceff-c-en: 0.070 Var-ab-e Res_ra-n s Parame�er descr-p_cr: Range cf var-a -cn: Ir-a- pcs -cns range: XL X R R 0.00 9.00 50.00 20 20 50 RFSULS: Ana-ys-s - Case '0 - Fu-- Reserve -r FQ B-shcp S-np__f-ed `e_hcd cf Ana-ys-s - C'rcu-ar Fa--ure Surface Cr'-'ca Fa' ure Surface Search us-ng Yu -p -e C-rc-e Cenera-cn Techniques In -a- fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 2.%„ Ana-ys-s Sumary There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces Cr -ca- ;m -n -mum; Fac cr cf Safe -_y: 2.05 Resu- s SuIIilTlary - Lewes 99 rac cr cf Sate -_y c-rc-es C-rc-e Y -Let Y -Let 4-R-ghY-R-ghX-Centre Y -Centre Radius FoS 9.00 80.67 969.50 00.70 07.69 291.77 398,98 2.047 <-- Critical Surface % 9.00 80.67 969.92 "99.95 9795, -92.76 =00.00 2.00 3 ` 9.00 80.67 969.7" 00 97.67 92.'82 =00.00 2.00 9 ` 9.00 80.67 969.50 "99.70 97.39 92.'8'8 =00.00 2.00 9.00 80.67 969.7" 00 97.97 -91.71 39'8.9'8 2.056 6 89.00 80.67 969.50 "99.70 "98.00 00.66 397.96 2.056 9.00 80.67 970.3 "99 32 98.? 02.70 00.00 2.059 8 ""9.00 80.67 960.02 -00.95 98.25 491.65 398.98 2.059 9 9.00 80.67 969.7" 00 98.28 00.60 397.96 2.059 0 ` 9.00 80.67 969.50 99..70 98.30 -'89.55 396.9= 2.0'60 8.97 08.99 969.50 99.70 972.6 =92.6= =00.00 2.0'62 % 9.00 0.67 970'.39 999 98. =92.6= =00.00 2.0'62 9.00 80.67 970'.76 98.49 00.38 -91.=0 39'8.9'8 2.0'62 4 9.00 80.67 970.3 "99 32 "98.58 91.59 39'8.9'8 2.063 9.00 80.67 969.92 "99.95 "98.56 =90'.5= 397.96 2.0'6= 6 8.97 808.99 969.7" 99.7 97.92 02.5'8 =00.00 2.0'6= 9.00 80.67 969.7" 00 98.58 -'89.0 396.9= 2.065 8.97 808.99 969.50 99.70 97.99 =91.5= 39'8.9'8 2.065 9 ""9.00 80.67 970.5,5, ""-00 07 "-98.79 02.5'8 =00.00 2.065 20 ""9.00 80.67 969.50 99.70 "98.6" 888.88 395.92 2.066 " 8" % 884.00 808.67 970'.39 99' 9 898.82 891.0 39'8.9'8 2.0'66 -% 4.00 C' .67 970'. 3 990; 899.84 79.3 396.9= 2.5'67 23 884.00 808.67 970.83 "99 32 "98.89 90.= 397.96 2.067 29 ` 9.00 808.67 969.9; "99.95 "99 .32 395.92 2.06'8 %5 8"9.00' 808.67 470' 97 898.8? 99.0` 02.= 800'.00 2.0'69 26 "89.00 808.67 970'.5',' 899.07 99.90 890.3.5 397.96 2.0'69 7 89.00 80'".67 969.92 "99.95 '98.86 -89.83 396.98 2.069 28 "89.00 80'8.67 970'.76 "98.99 "99.07 892.51 800'.00 2.0'69 29 884.00 "0".67 969.7" 899.7 899.20 =87.26 394.90 2.069 30 8"9.00 "0".67 970.39 899.89 899.42 489.30 396.94 2.069 8' ""8.97 80'8.99 969.92 99.95 97.70 02.52 =00.00 2.069 32 3.97 80'8.99 969.7" 00 9552 01.0 9';.9'8 2.070' 33 889.00' 80'.67 470.5,5, 00.0 °9.0 01.0 398.98 2.070 39 e"9.00 80.67 960.50 -00.70 00.22 06.21 393.88 2.070 9.00 80'.67 969.7" 99.7 08.89 395.92 2.070 86 884.00 9.00 80'8.67 970'.83 " 99 .32 " 99.95 0.20 395.92 2.070 37 "_"_8.97 80'8.99 969.50 "9920 97 7F '9C'.3 897.96 2.0'71 38 3.97 808.99 970.76 98.99 98.82 02.2'8 =00.00 2.0'71 80 „ 9.00 80.67 970.39 99.9 99.2 =90.=2 897.96 2.071 90 9.00 80.67 960.92 00.45., 00.98 07.20 89.90 2.071 9" 9.00 80.67 469.50 00.70 98.92 - 39.90 2.071 92 889.00 80.67 97.8 98.60 00.69 02.89 =00.00 2.071 93 889.00 80.67 969.78 00 5, 00.50 06.15 393.88 2.072 99 889.00 80.67 470.97,08;.8, 00.66 =91.8= 89'8.9'8 2.072 45 9.00 80.67 970.39 99.9 99.73 08.19 895.92 2.072 96 889.00 80.67 970.76 08;.04 99.68 00.29 897.96 2.07? 97 889.00 80.67 469.50 00.70 99 53 05.10 392.86 2.078 48 9.00 80.67 970.3 _00 82 99 89.90 2.073 49 „8.97 80'8.99 9''0'.3 "_00 32 98.28 =91.x.5 v.9'w.9'w 2.078 50 8.97 808.90 450.3 _00 82 97.98 02.6 00.00 2.073 9.00 80.67 960.92 00.45, 99.78 -'6.09 393.',8,',_, 2.0'7 2 „9.00 8 08 . 67 97.30 08; 5,6 99.92 02. 3.1 00.00 2.07= 3.97 808.99 469.92 99 45, 08;.8 _9C 3.0 897.96 2.07= 59 3.97 808.99 470.55 99.07 98 59 =92.8= =00.00 2.075. 9.00 80.67 47.8 98.60 00.99 01.2'8 89'8.9'8 2.075. 56 8.97 808.99 960.92 00.95 98.00 =91.1 89'8.9'8 2.075. 889.00 808.67 969.7 99.7 99.88 - 85..N 892.'86 2.075 8 60 6 62 63 69 65 66 6- 68 69 70 -2 3 9 -8 -' 9 80 8 82 83 84 8' 86 8- 88 89 40. 92 93 99 95 96 98 99 9r-- -ca_ 7a-_ure Surface ;c-rc_e 969.7" 970'.39 969.7" 470.97 969.50 969.50 970."3 969.50 969.50 970."3 970'.76 970.55 969.92 970'.39 969.92 97".39 970.55 969.7" 969.7" 970.55 970.39 969.50 969.50 470.97 970'.76 969.92 970.55 970'.39 469.92 969.7" 969.7" 969.7" 969.7" 470.97 970'.39 969.50 969.50 969.50 970'.76 . 08,33 99.9 99 98.03 98:82 96 99 .70 98.36 9920 99.89 -00 2 200.06 99 70 96.88 99.70 98.05 -00 2 ' 08.59 98.94 99.98 99 07 99.70, 99.95 200.09 999 '98,26 99.45, 98.6 "98.56 200.22 99.07 98.84 99.7 200.2 99.7 98.69 99.07 200.3 9 98.87 98.69 200.24 99.70 200."5 99.70 98.67 -00 i 98.89 98.82 200.26 98.99 200.29 99.95 "98.92 99.07 200.0" 99 9 200.03 99.95 97.99 99.7 200.92 99.7 99 97.97 99.7 98.99 98.82 99.0 99.9 99.7 99.70 9.,.99 99.70 ,0, -0 99. C' %00.9`. 98.94 98.69 200.`9 x;9.25 =91.29 =90,36 =90.23 488.20 Lu3.99 =86.03 492.41 489.31 489.18 492.40 489.19 =91.22 91.23. -83.92 x.14 .02 L90.18 L90'.17 =87.09 L89.13 -89.12 '8.08 C�s.13 =92.29 '82.'81 =92.3 =91.2J .03 92.22 =90.19 491.30 =91.17 489.06 3.96.9= 398.98 3.97.96 397.96 395.92 3.91.'4 393.88 =00,00 396.9= 397.96 396.9= 9694 392.86 =00,00 3.96.9= 9'x.98 398.98 91 84 395.92 39.90 397.96 397.96 390.82 19.92' 196 9L 96.94 395.92 395.92 395.92 39.90 =00,00 390.82 =00,00 9'x.98 9.90 =00,00 396.9= 397.96 398.98 389.80 398.98 396.9= Inersec-s: 2L: ""9.00 YL: "0.67 2R: 969.50 YR: 199.70 Cen_re: 97.69 YC: 99 Rad-us: R: 39'8.9'1; Genera-e:I fa-eure surface: ;20 pc -n -s 9.00 "0.67 33.83 9793 .Y2 9`.21 173.92 29.25 933 239.38 99.98 2`9.9" 96.1;= 27.30 33.95 09.95 332.60 ""6.29 3.9" "23.59 3.69.82 90`.28 .0`, 922.29 " 6.98 938.62 "73.7 -.39 - Cecme=y and Prcper--es - Cr' ' ca- Fa--ure Surface (c-rc-e ", slices) 2.075. 2.075. 2.075. 2.075. 2.0'76 2.0'76 2.0'76 2.0'76 2.0'76 2.0'76 2.0'76 2.0'76 2.77 2.077 2.07, 2.07, 2.07, 2.078 2.078 2.078 2.078 2.07 2.079 2.079 2.079 2.079 2.080 2.080 2.080 2.080 2.080 2.080 2.080 2.081 2.081 2.081 2.081 2.081 2.081 2.081 2.081 2.081 93.50 100.21 131.83 186.32 19.08 29.00 9 '39.50 92.81 104.59 140.99 199.70 S_ -S Base Pcre;ater Normal Test 'r; Let- Area 9.ng-e WLhh LengAh '_a_- Cches-cn Phi Weight Force Stress Factor 9.00 20.95 -0.7 8.85 9.0" 2 0.00 X5.0 2555.82 51819.38 5905.70 1.09 2 "22.85 82.06 -0.7 "0.97 "6 3 "00.00 18.0 10438.30 65505.16 6376.75 1.05 33.83 8.97 -2.8 6.86 6.92 3 "00.00 18.0 1052.20 1265.52 677.12 1.03 9 "90.68 99.6 -7.8 6.57 6.63 9 2000.00 20.0 12756.52 39876.62 7180.25 1.03 97.25 "9.90 -7.8 6.57 6.63 9 2000.00 20.0 15.380.83 -026.63 78.5.Q 1.03 6 53.82 29.9" -9.9 "0.05 "0.09 9 2000.00 20.0 28265.90 61820.60 7685.5.8 1.02 "63.87 26.68 -9.9 "0.05 "0.09 9 2000.00 20.0 33687.14 62359.04 8020.17 1.02 8 "73.92 302.36 -2.0 "0.08 "0.09 9 2000.00 20.0 38871.18 6277.26 829.94 1.01 9 "89.00 339.72 -2.0 "0.08 "0.09 9 2000.00 20.0 3597.77 62955.13 1510.58 1.01 0 "99.08 379.70 0.9 "0.09 "0.09 9 2000.00 20.0 7985.7 63013.30 8663.63 1.00 209.6 906.96 0.9 "0.09 "0.09 9 2000.00 20.0 51991.03 62910.18 8850.3 1.00 2 29.25 ""6.38 3.8 2.75 2.76 9 2000.00 20.0 186.02 17161.77 8886.25 0.99 27.00 260.89 3.8 6.00 6.0" 9 2000.00 20.0 33203.19 +7329.06 8930.54 0.99 9 223.00 52 0 3.8 .38 ".90 9 2000.00 20.0 66097.33 70377.94 9023.35 0.99 239.38 989.76 6.7 0.02 0.09 9 2000.00 20.0 6128.95 61638.78 9032.50 0.99 6 299.90 506.38 6.7 "0.02 "0.09 9 2000.00 20.0 63797.99 60895.42 9072.60 0.99 259.9" 987.82 9.6 9.3" 9.99 3 "00.00 18.0 61237.5L 56201.26 9163.79 0.99 "8 263.72 502.02 9.6 9.3" 9.99 3 "00.00 18.0 62777.52 55271.00 9133.67 0.99 9 273.09 579.90 "2.2 "0.98 "0.72 2 0.00 3.5.0 7282.27 6188.10 8951.05 0.95 20 283.2 592.2 "2.5 "0.98 "0.79 2 0.00 X5.0 73910.55 60010.75 8867.19 0.95 2" 299.00 958.52 M.4 8.00 8.30 2 0.00 X5.0 5725.27 5216.89 8717.26 0.95 22 302.00 462.2 M.4 8.00 8.30 2 0.00 X5.0 57695.95 44074.22 8605.93 0.95 23 30.00 200.2 M.4 3.95 3.7 2 0.00 35.0 2981.C2 18630.51 8523.67 0.95 29 33.95 672.57 "8.3 "2.7 2 0.00 35.0 83778.1 61618.36 8313.62 0.95 25 325.00 992.97 "8.3 7.60 8.00 2 0.00 35.0 550-2.85 38939.77 8108.45 0.95 26 332.60 595.26 2.2 9.90 "0.09 2 0.00 3.5.0 67828.72 013.3 78L6.LL 0.95 27 392.00 590.92 2.2 9.90 "0.09 2 0.00 35.0 6722.27 837.21 7590.24 0.95 28 3.9" 52.92 29." 9.2" "0.09 2 0.00 X5.0 6917.3 2392.04 729.89 0.95 29 360.6" 5"2.29 29." 9.2" "0.09 2 0.00 X5.0 63707.58 39798.64 6935.72 0.95 0 369.82 337 29 27.0 6.8 6.99 2 0.00 3.5.0 1939.15 25796.97 6597.69 0'.96 376.00 "0'.75 27.0 2.00 2.25 2 0.00 3.5.0 13395.50 8060.7 627.71 0.96 2 378.00 209.29 27.0 3.92 9.90 6 50.00 16.0 26017.54 15390.77 6565.64 1.05 33 38".93 307.83 27.0 5.87 6.59 2 0.00 35.0 38302.19 21989.48 6109.58 0.96 34 387.79 444.93 29.9 8.74 "0.09 35396.5A 926.99 299 8.74 "0.09 36 40`,.,8 `,.%6 32.8 "i.7? 4.42 37 409.00 249.0`, 32.8 6.62 7.88 38 4"5.62 26`.8" 32.8 6.62 7.88 39 422.24 248.24 3`,.7 6.99 Y.6" 90 429.23 "49.26 35.7 4.77 Y, 4" 434.00 85.48 35.7 3.00 3.69 42 437.00 43.52 35.7 ".62 2.00 43 438,6% "82."5 38.6 7.88 '0.09 44 446.5, _3,.54 38.6 7.88 0.04 45 454.39 37.,7 4" 3.0" 4.02 46 457.40 40.70 4".5 4.52 6.04 47 46"_.93 27.65 4"_.5, 0.00 35..0 x.62 31153.60 5.797.5.8 0.96 0.00 35..0 5 0 2.80 27988.27 5525.17 0.96 0.00 35..0 21 96.37 11249.73 5262.38 0.97 0.00 35.0 36 7.18 18389.19 -947.07 0.97 0.00 5..0 33027.46 16292.91 4462.03 0.97 0.00 35.0 30819.84 15314.13 3890.18 0.99 50.00 16.0 1 8902.88 3656.33 1.12 0.00 85.0 9403.07 8954.69 266'8. 0.91 0.00 35.0 5.832.28 2471.'82 2932.68 0.99 0.00 35.0 22729.23 10136.77 2480.34 1.01 0.00 35..0 16528.10 6176.00 1778.24 1.01 0.00 35..0 4631.07 1338.95 1257.03 1.03 0.00 35.0 5.087.89 75.3.87 892.71 1.03 0.00 35.0 3455.97 0.00 350.29 1.03 Area: 4230.32 h Leng h: 383.30 eight: 17'84076.'8 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I consulting ?rcjec : D?C S' e • ?:A8""9 D?C -n-ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 11 RD EQ.gmf Prccessed: 3" Jul 209 "2:9:38 E _A: ina-ys-s - Case - Rap -d Draw Dcwn EQ va-er-a- ?rcper�-eS ;7 ma�er-a-Si a er-a-: " ;Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru 50.00 22.0 "3.00 Au_c _,aer-a-: 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c aer-a-: 3 ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2,a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S - Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- ?rcf--es ("5 prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "90.00 392.00 "90.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "83.00 392.00 "83.00 Prcf--e: 3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "8.00 392.00 "8.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "80.00 392.00 "80.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 70.00 392.00 70.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 392.00 "00.00 Prcf--e: 7 ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 392.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 392.00 "90.00 395.00 "90.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "90.00 990.00 "90.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 395.00 "83.00 990.00 "83.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "8.00 990.00 "8.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 395.00 "80.00 990.00 "80.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "70.00 990.00 "70.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 395.00 "00.00 990.00 "00.00 Prcf--e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 392.00 97.00 990.00 97.00 S-cpe Surface ;9 pc -_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "00.00 Fa--ure Surface "00.00 "00.00 "00.00 "00.00 370.00 190.00 399.00 183.00 In ---a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "nersec�s: 2L: "02.00 YL: "00.67 2R: 930.00 YR: Cen_re: "78.GG YC: 967.63 Radius: R: Earinguas_e Fcrce Pseudc-s_a_-c ear_hguas_e (se-sn±c) cceff-c-ens: 0.070 190.00 .80 190.00 183.00 Var-_ab-e Res_ra-n= Parame�er descr-p_cr: Range cf var-a -cn: Ir-a- pcs -cns w -Ti -n range: XL X R R 9.00 "0.00 "0.00 20 20 50 REST : D.na-yS-s - 7ase - Rap -d Draw Down Eti B-shcp S-mp__f-el `e_hcd cf D.na-,s - 7,rcu-ar Fa--ure Surface Cr--ca- Fa' ure Surface Search us-ng Yu -p-e C-rc-e Cenera-cn-echniques In -a- fa--ure surface apprcz;-ma_-cn - Fac_cr cf Sate -_y: Ana-ys-s SuIIilTlary There were: 2000" successfu- ana-yses frcm a cf 2000" _rra- failure surfaces Cr -ca- ;m -n -mum; Fac cr cf Sate -_y: .30 Resu- s Sununary - Lcwes 99 rac cr cf Sate -_y c-rc-es C-rc-e Y -Let_ Y -Let_ 4-R-gh._ Y-R-gh._ Centre Y -Centre Radius FoS "02.00 "00.67 930.00 "90.00 "78.22 467.63 3.7.80 1.303 <-- Critical Surface 2 "02.00 "00.67 930.00 "90.00 "78.28 467.1 3.7.59 1.304 3 "02.00 "00.67 930.00 "90.00 "78.39 467.19 7.39 1.304 9 "02.00 "00.67 930.00 "90.00 "78.90 466.97 3.7.18 1.305 "02.00 "00.67 930.00 "90.00 "78.96 466.75 373.98 1.305 6 "02.00 "00.67 930.00 "90.00 "78."6 467.85 375.00 1.305 "02.00 "00.67 930.00 "90.00 "78.52 466.53 1.306 8 "02.00 "00.67 930.53 "90.00 "78.59 467.76 375.00 1.306 9 "02.00 "00.67 930.00 "90.00 "78.58 466.30 1.306 "0 "02.00 "00.67 930.53 "90.00 "78.65 .037.5 3.7.80 1.306 "0".79 "00.60 930.00 "90.00 "78.06 467.76 375.00 1.307 "2 "02.00 "00.67 930.00 "90.00 "78.69 .66.08 ▪ 1.307 3 "02.00 "00.67 930.53 "90.00 "78.7_ 467.32 3.7.59 1.307 "9 "0".79 "00.60 930.00 "90.00 "78."2 .037.5 3.7.80 1.307 "02.00 "00.67 930.00 "90.00 "78.70 465.86 373.16 1.307 "6 "02.00 "00.67 930.53 "90.00 "78.77 467.10 .39 1.307 "0".79 "00.60 930.00 "90.00 "78."8 467.32 .59 1.308 "02.00 "00.67 930.00 90.00 78.76 =65.6= 372.96 1.30'8 9 "02.00 "00.67 930.53 -90.00 -78.83 466.88 7.18 1.308 20 "0".79 "00.60 930.00 "90.00 "78.29 467.10 3.7.39 1.308 2" "02.00 "00.67 930.00 "90.00 "78.82 .035.2 372.76 1.308 22 "02.00 "00.67 930.53 "90.00 _78.89 466.66 373.98 1.308 23 "0".79 "00.60 930.00 "90.00 _78.30 466.87 3.7.18 1.309 29 "02.00 "00.67 930.00 "90.00 "78.88 465.20 372.55 1.309 25 "02.00 "00.67 930.53 "90.00 _78.95 466.44 1.309 26 "0".79 "00.60 930.00 "90.00 "78.36 466.65 373.98 1.309 27 "02.00 "00.67 930.00 "90.00 "78.99 464.98 372.35 1.309 28 "02.00 "00.67 93".05 "90.00 _79.02 467.67 375.00 1.309 29 "02.00 "00.67 930.53 "90.00 "79.0" 466.21 1.309 30 "0".79 "00.60 930.00 "90.00 "78.92 466.3 1.310 3" "02.00 "00.67 930.00 "90.00 ?9.00 46.76 37▪ 2.14 1.310 32 "02.00 "00.67 93".05 "90.00 ?9.08 467.45 3.7.80 1.310 33 "0".79 "00.60 930.53 "90.00 -78.99 467.67 375.00 1.310 39 "02.00 "00.67 930.53 "90.00 ?9.07 465.99 ▪ 1.310 35 "0".79 "00.60 930.00 "90.00 -78.98 466.21 1.310 36 "02.00 "00.67 930.00 "90.00 ?9.06 46.53 37▪ 1.94 1.310 37 "02.00 "00.67 93".05 "90.00 "79."9 467.23 3.7.59 1.310 38 "0".79 "00.60 930.53 "90.00 -78.5`, 467.45 3.7.80 1.310 39 "02.00 "00.67 930.53 "90.00 79."� 0'55.77 373.16 1.310 90 "0".79 "00.60 930.00 "90.00 -78.59 465.99 ▪ 1.310 9" "0".58 "00.53 930.00 "90.00 7.96 467.67 375.00 1.311 92 "02.00 "00.67 930.00 "90.00 "79."2 46.31 371.73 1.311 93 "02.00 "00.67 93".05 "90.00 "79.20 467.01 .39 1.311 99 "0".79 "00.60 930.53 "90.00 -78.6" 467.23 3.7.59 1.311 95 "02.00 "00.67 930.53 "90.00 79 "9 465.55 372.96 1.311 96 "0".79 "00.60 930.00 "90.00 -78.60 465.77 373.16 1.311 97 "0".58 "00.53 930.00 "90.00 "78.02 467.45 3.7.80 1.311 98 "02.00 "00.67 930.00 "90.00 "79."8 46.09 371.53 1.311 99 "02.00 "00.67 93".05 "90.00 "79.26 466.79 3.7.18 1.311 50 "0".79 "00.60 930.53 "90.00 -78.67 467.01 .39 1.311 "02.00 "00.67 930.53 "90.00 "79.25 465.33 372.76 1.311 52 "0".79 "00.60 930.00 "90.00 -78.66 465.55 372.96 1.311 53 "0".58 "00.53 930.00 "90.00 _78.08 467.22 3.7.59 1.311 59 "02.00 "00.67 930.00 "90.00 "79.29 463.87 371.33 1.312 "02.00 "00.67 93".05 "90.00 "79.32 466.57 373.98 1.312 56 "0".79 "00.60 930.53 "90.00 -78.73 466.79 3.7.18 1.312 "02.00 "00.67 930.53 "90.00 "79.3" 465.11 372.55 1.312 58 "0".79 "00.60 930.00 "90.00 -78.72 465.33 372.76 1.312 59 "0".58 "00.53 930.00 "90.00 _78."9 467.00 .39 1.312 60 "02.00 "00.67 930.00 "90.00 "79.30 463.65 371.12 1.312 6" "0".79 "00.60 930.53 "90.00 -78.79 466.56 373.98 1.312 62 "02.00 "00.67 93".05 "90.00 "-79.38 466.35 1.312 63 0% 00 "_00.67 430.F,3 90 - 00 "_79.-i7 =6=.'89 372.35 1.312 69 "0".79 "00.60 930.00 "90.00 78.78 =65.11 372.55 1.312 65 "02.00 "00.67 930.00 "90.00 "79.36 463.3 370.92 1.313 66 "02.00 "00.67 93".58 "90.00 -79.99 467.58 375. 00 1.313 67 "0".79 "00.60 68 "02.00 "00.67 69 "02.00 "00.67 70 "0".79 "00.60 02.00 "00.67 2 0".79 "00.60 7 "02.00 "00.67 79 "0".79 "00.60 75 "02.00 "00.67 6 02.00 00.67 77 0".79 "00.60 8 02.00 00.67 79 0".79 "00.60 80 "02.00 "00.67 8" "0".79 "00.60 82 "02.00 "00.67 83 "02.00 "00.67 89 0".79 00.60 85 "02.00 "00.67 86 "0".79 "00.60 87 "02.00 "00.67 88 "0".79 "00.60 89 "02.00 "00.67 90 "02.00 "00.67 o' '5',70 00.60 92 "02.00 "00.67 9 0".79 00.60 99 "02.00 "00.67 95 "0".79 "00.60 96 "02.00 "00.67 97 "02.00 "00.67 98 K.79 ' 00.60 99 02.00 "00.67 nr -ca_ 'a-_ure Surface (c-rc_e 930.53 43"_.05 930.53 930.00 930.00 93".05 930.53 43"_.05 930.53 930.00 930.00 93".05 930.53 43"_.05 930.53 930.00 930.00 43"_.05 930.53 93".05 930.53 930.00 930.00 93".05 930.53 7".05 930.53 930.00 930.00 "90.00 _78.85 76.3. 1.313 "90.00 ?9.99 066.12 1.313 "_90.00 _79.93 06.67 372.1. 1.313 90.00 _78.89 =6.88 ",72.35 1.313 "90.00 _79.92 -63.21 370.71 1.313 "90.00 -78.9" 77.58 375.00 1.313 "90.00 79.50 467.36 37.80 1.313 "90.00 "78.9" 066.12 1.313 "90.00 _79.50 065.90 1.313 "90.00 _79.99 60.00 71.00 1.313 -90.00 78.90 =60.66 372.1. 1.313 -90.00 -79.99 72.98 370.51 1.313 "90.00 _78,97 037.36 37.80 1.310 "_90.00 _79 56 037.1. 37.5.9 1.310 90.00 _78.97 =65.90 1.81- "90.00 _79 56 =65.6'8 373.16 1.310 "90.00 _79 060.22 71.. 1.310 -90.00' 78.96 7-,., 371.9. 1.31= "90.00 _79 062.76 370.31 1.310 "90.00 _79.03 037.1. 37.5.9 1.310 "90.00 79.62 066.92 37.39 1.310 -90.00 -79.03 75.68 373.16 1.310 "90.00 _79.62 C65...6 372.96 1.310 "90.00 _79.6" 371.5.3 1.310 "90.00 79.02 060.22 871.7 1.310 "90.00 "79.6" 72.50 370.10 1.31. "90.00 79.09 066.92 37.39 1.315 "90.00 -79.68 066.70 37.18 1.315 90.00 _79.09 =65.=6 872.96 1.815 -90.00 -79.68 =65.20 72.76 1.315 90.00 79.67 .63.78 371.331.315 70.00 '79.08 7x.00 371.53 1.315 "90.00 _?9.67 062.32 369.90 1.315 Inersec-s: 2L: "02.00 YL: "00.67 2R: 930.00 YR: 190.00 Cen_re: YC"78.22 YC: 967.63 Rad-us: R: .,.80 2enera�ed fa--ure surface: ;20 pc -nos) 02.00 00.67 20.27 97.39 38.68 99.93 157.19 93,3 99.3" 93.8 2.89 99.99 23,28 96.61 29.59 99.69 285.69 00.`6 303.29 ` 9.32 320.69 "20.95 .63 12'8.7 370.4 4`,.86 306. 90.30 "66. 15.90 177.87 -±(3e Gecmery and ?rcper -es - Cr -ca_ 7a' ure Surface (c-rc_e , 6 slices) 175.75 267.72 =30.00 92. 103.68 136.7 196.00 S_ Base Pcre;ater Normal Test 'r; Let Area .ng-e W±dh LengTih _a-- Tches-cn Phi Weight Force Stress Factor 02.00 3.96 -0.3 3.66 3.72 2 0.00 35.0 32.20 219.30 12.39 1.13 2 "05.66 27.53 -0.3 7.30 7.92 3 "00.00 18.0 3518.29 175.78 508.10 1.06 3 2.97 5,5.0" -0.3 7.30 7.92 3 "00.00 18.0 7108.5, 388.71 1012.01 1.06 9 "20.27 26.2 2.6" 2.63 3 "00.00 18.0 383.00 163.86 1330.86 1.00 22.88 98.96 7.90 7.97 9 2000.00 20.0 12752.31 6196.56 185.70 1.05 6 "30.78 "27.97 7.90 7.97 9 2000.00 20.0 16509.17 8022.06 2339.52 1.05 38.68 "89.00 -9.6 9.25 9.28 9 2000.00 20.0 23807.01 11519.2 2730.92 1.03 8 97.93 29.99 -9.6 9.25 9.28 9 2000.00 20.0 2835.20 1371.17 3228.15 1.03 0 9 23.60 -.8 9.28 9.28 9 2000.00 20.0 32698.05 15832.5;8.32 1.01 66.97 285.0" -.8 9.28 9.28 9 2000.00 20.0 36667.10 17793 30 !017.95 1.01 7.7 39.39 ".0 9.28 9.28 9 2000.00 20.0 038.61 19620.8'8 307.68 1.00 2 "85.03 39.59 ".0 9.28 9.28 9 2000.00 20.0 3718.06 21315.69 0669.76 1.00 3 99.3" 365.76 3.9 9.26 9.28 9 2000.00 20.0 6683.93 22875.;8 889.84 0.98 9 203.7 388.9 3 9 9.26 9.28 9 2000.00 20.0 9 2300.9 .18.7 0.98 %.89 407.25 6.7 9.?? 9.28 9 2000.00 20.0 516,.1, 255'88.29 0.97 6 222.06 925.58 6.7 9.22 9.28 9 2000.00 20.6' 0 26720.59 560.0 0.97 23".28 "09.9" 9.6 2.2 2.35 9 2000.00 20.0 13856.85 695.63 5586.58 0.97 27.60 38,%8 9.6 7.99 3 "00.00 1'8.0 85.7.N 2 779.5'8 575.'81 0.97 -0 24.59 395.82 9.6 7.99 g," 3 '00.00 18.0 9602.5.'8 25006.66 6066.65 0.97 20 299.59 70.36 "2.9 .90 ".93 3 "00.00 18.0 8798.3.7 95.23 6100.13 0.97 2" 250.99 925."" "2.9 8.37 8.7 2 0.00 X5.0 53138.30 27159.88 601.60 0.92 22 29.36 933.05 "2.9 8.37 8.7 2 0.00 X5.0 5131.80 27667.68 6127.06 0.92 23 26 . 72 970.3" 2 8.96 9 28 2 0.06' .0 70 30016.29 613.22 0.90 29 276.68 97`•.20 2 8.96 928 2 0.66' 5 .0 5.900.35 30732.75 6207.10 0.90 25 285.69 970.89 "8." 8.83 9.28 2 0.00 X5.0 58860.83 30909.53 6170.78 0.89 26 299.96 97.93 8.83 9.28 2 0.06' 3.5.0 58928.76 30900.20 6177.90 0.'89 27 303.29 37.99 20.9 6.7 7.8 2 0.00 35.0 686.07 23880.6 6091.98 0.89 28 30.00 562.8 20.9 "0.69 .9 2 0.00 X5.0 70178.35 375.5.05 6036.20 0.89 29 320.69 993."" 23.8 8.50 9.28 2 0.00 X5.0 55178.6 30209.12 0.88 0 329.3 935.9" 23.8 8.50 9.28 2 0.00 3.5.0 509.81 29683.74 5759.89 0.8'8 3" 37.63 9.83 26.6 2.37 2.65 2 0.00 35..0 1865.57 8362.18 561.30 0.8'8 2 390.00 "50.9" 26.6 3.00 3.35 2 0.00 5..0 18651.68 1096.01 5562.58 0.88 393.00 296.3" 26.6 6.00 6.7" 2 0.00 3.5.0 36708.96 20676.93 0.8'8 9 399.00 23.63 26.6 5.29 5.85 2 0.00 X5.0 31390.11 17380.06 5.35.12 0.88 35 359.29 37.29 29.9 7.88 9.05 2 0.00 3.5.0 5932.6 2870.36 5111.02 0.8'8 6 362.2 356.90 29.9 7.88 9.05 2 0.00 X5.0 139.82 22359.11 871.95 0.88 7 370.00 337.09 32." 8.05 9 2 0.00 5.0 16 2 2068.1 15.60 0.88 8 378.05 296.9 32.3 8.05 9.53 2 0.00 3.5.0 .65.33.76 17693.5'8 0.'8'8 9 386... 86 98 `,.89 7.20 2 0.00 3.5.0 23 28.17 11300.96 33N.18 0.89 90 392.00 87.09 35." 3.00 3.67 0.00 5.0 9579.6E: 5000.97 2555.95 0.79 9" 395.00 "62.25 35." 6.30 7.70 2 0.00 X5.0 19903.31 9012.98 261.68 0.89 42 90".30 99.09 37.9 9.`` 2 0.00 3.5.0 12107.67 5317.68 2107.98 0.89 93 905.85 "62.5, 37.9 "0.09 "2.80 6 50.00 16.0 19862.16 7239.97 1736.86 1.08 99 4Th.99 27.30 90.8 2.97 3.26 6 50.00 16.0 x.27 826.62 1162.17 1.11 95 98.9" 29.56 90.8 3.98 9.59 6 50.00 16.0 3668.61 C29.87 873.80 1.11 96 92.89 28.90 90.8 8."" "0.72 2 0.00 35.0 3579.80 0.00 298.93 0.90 t -S Area: ""995.59 Pail LengAh: 352.80 t -S Weight: 1507195.25 LETL. -.2 D.na js-s Resu- s ✓ers-cn: 7.20.3.0" licensee: J & I consulting ?rcjec : D?C S' e • ?:A8""9 D?C -n-ng S--e\S-cpe S_ab---_y\Ca-ena\Y_cde-s\D?C Case 11 Full EQ.gmf Prccessed: 3" Jul 209 3:33:03 EY.-D.: D.na-ys-s - Case - Fu-- Reserve -r va-er-a- ?rcper�-eS ;7 ma�er-a-Si a er-a-: " ;Y_chr-Ccu-curb-sc_rcp-c) - Jverburden Cches-cn Ph- UrL_Wegh_ Ru "50.00 22.0 "3.00 Au_c _,aer-a-: 2 ;Y_chr-Ccu-curb "sc_rcp-c) - Sand and Crave- Cches-cn Ph- UrL_Wegh_ Ru 0.00 3.0 "25.00 Au_c aer-a-: 3 ;Y_chr-Ccu-curb "sc_rcp-c) - Weaihered Bedrecs_ Cches-cn Ph- Un- We-gh Ru 00.00 "8.0 "9.00 Au_c 2,aer-a-: 9 ;Y_chr-Ccu-curb "sc_rcp-c) - SJab-e Bedrecs_ Cches-cn Ph- UrL_Wegh_ Ru 2000.00 20.0 "9.00 Au_c aver -a-: ;Y_chr-Ccu-curb Isc_rcp-c) - Slurry Wall Cches-cn Ph- UrL_Wegh_ Ru 0.00 95.0 ""0.00 Au_c vaer-a-: 6 ;Y_chr-Ccu-curb Isc_rcp-c) - Clay Cches-cn Ph- UrL_Wegh_ Ru 50.00 "6.0 "20.00 Au_c 2,a er-a-: 7 ;Y_chr-Ccu-curb-sc_rcp-c) - S - Cches-cn Ph- UrL_Wegh_ Ru 00.00 2.0 "00.00 Au_c Ga er ?rcper -eS Tin-ae-ghcf wa�er: 62.900 Uri-ae-ghcf wa�er/med-um abcve ground: 62.00 'a-er-a- ?ref- -es ("5 prof --es Prcf--e: ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "90.00 392.00 "90.00 Prcf--e: 2 ;2 pc -n s; a er-a- beneaih: 6 - C -ay 0.00 "83.00 392.00 "83.00 Prcf--e: 3 ;2 pc-ns) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 "8.00 392.00 "8.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 0.00 "80.00 392.00 "80.00 Prcf--e: 5 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 0.00 70.00 392.00 70.00 Prcf--e: 6 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 0.00 "00.00 392.00 "00.00 Prcf--e: 7 ;2 pc -n s) Yaer±al beneaih: 9 - Sable Bedrec_. 0.00 97.00 392.00 97.00 Prcf--e: 8 ;2 pc -nos) Y_a�er-a- beneaih: 5 - Slurry 'Ara__ 392.00 "90.00 395.00 "90.00 Prcf--e: 9 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "90.00 990.00 "90.00 Prcf--e: "0 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 395.00 "83.00 990.00 "83.00 Prcf--e: "" ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "8.00 990.00 "8.00 Prcf--e: "2 ;2 pc -nos) Y_a�er-a- beneaih: 6 - C -ay 395.00 "80.00 990.00 "80.00 Prcf--e: "3 ;2 pc -nos) Y_a�er-a- beneaih: 2 - Sand and Crave- 395.00 "70.00 990.00 "70.00 Prcf--e: "9 ;2 pc -nos) Y_a�er-a- beneaih: 3 - Weahered Bedrecs_ 395.00 "00.00 990.00 "00.00 Prcf--e: "5 ;2 pc -nos) Y_a�er-a- beneaih: 9 - Sable Bedrec�_ 392.00 97.00 990.00 97.00 S-cpe Surface ;9 pc-n_s) 0.00 "00.00 Phrea�-c Surface ;9 pc -n= 0.00 "83.00 Fa--ure Surface "00.00 "00.00 "00.00 "83.00 370.00 190.00 399.00 183.00 In ---a- c-rcu-ar surface fcr cr-_-ca- search def-ned by: XL,XR,R "nersec�s: 2L: "05.00 YL: "0.67 2R: 930.00 YR: Cen_re: , : "78."5 YC: 979.56 Radius: R: Earinguas_e Fcrce Pseudc-s_a_-c ear_hguas_e (se-sn±c) cceff-c-en: 0.070 190.00 380.00 190.00 183.00 Varrab-e Res_ra-n= Parame�er descr-p_cr: Range cf var-a -cn: Ir-a- pcs -cns w -Ti -n range: XL X R R "0.00 "0.00 20.00 20 20 50 RESULS: Y.na-ys-s - Case „ - Fu-- Reserve -r B-shcp Snp__ted ''e_hcd cf Ana-ys-s - C'rcu-ar Fa--ure Surface Cr'-'ca Fa' ure Surface Search us-ng Yu -p -e C-rc-e Cenera-cn-echniques In' -'a fa--ure surface apprcz;-ma_-cn - Fac cr cf Sate -_y: 2.257 Ana-ys-s SuIIIICla ry There were: 2000" successfu- ana-yses frcm a cf 2000" _r -a- failure surfaces Cr -ca- ;m -n -mum; Fac cr cf Sate -_y: 2.02 Resu- s Sununary - Lewes 99 rac cr cf Sate -_y c-rc-es C-rc-e Y-LefY-Let 4-R-ghY-R-ghX-Cenre Y -Centre Radius FoS 05.00 "0.67 930.00 "90.00 "78."5 .56 280.00 2.025 <-- Critical Surface 2 "05.00 "0.67 930.00 "90.00 "78.27 7.12 379.59 2.027 3 05.00 "0.67 930.00 "90.00 78.39 7..6R X79.18 2.030 9 "05.00 "0.67 930.3 "90.00 "78.8 380.00 2.032 05.00 "0.67 930.00 90.00 "78.5" 73.24 2.032 6 0`,.00 0.6, 920, 3 90 00 ,8 0 7.03 379.59 2.03. "05.00 "0.67 930.00 "90.00 -78.63 X72.80 ▪ 2.035 8 "05.00 "0.67 930.3 "90.00 "78.82 73.59 37▪ 9.18 2.037 9 "05.00 "0.67 930.00 "90.00 "78.7`' 72.6 377.96 2.037 0 "05.00 "0.67 930.3 "90.00 "78.99 73.15 78.78 2.039 05.00 "0.67 93.05 "90.00 79.0 7.39 380.00 2.039 2 "05.00 "0.67 930.00 "90.00 "78.87 71.92 2.039 3 05.00 "0.67 930.3 "90.00 ?9.06 72.71 ▪ 2.041 9 "05.00 "0.67 93.05 "90.00 79. 73.95 37▪ 9.59 2.041 05.00 "0.67 930.00 "90.00 78.29 01.8 3.77.1= 2.0=2 6 "05.00 "0.67 930.3 "90.00 79.8 72.27 377.96 2.044 05.00 "0.67 93.05 "90.00 ?9.25 73.51 379.18 2.044 8 05.00 "0.67 930.00 "90.00 79."" 71.0 376.73 2. rc 9 "09.97 "0.99 930.00 "90.00 77.90 7.3.3 380.00 2.045 20 "05.00 "0.67 93.8 "90.00 79.99 7.30 380.00 2.046 2" "05.00 "0.67 930.3 "90.00 "79.0 71.83 2.046 22 "05.00 "0.67 93.05 "90.00 "79.7 73.07 78.78 2.046 23 "05.00 "0.67 930.00 "90.00 "79.23 70.60 376.33 2.046 29 "09.97 "0.99 930.00 "90.00 "78.02 73.89 379.59 2.048 25 "05.00 "0.67 93.8 "90.00 "79.56 73.86 379.59 2.048 26 0`'.00 "0.67 430.3 90 00 79.9% 71.39 3.77.1= 2.00 27 "05.00 "0.67 93.05 "90.00 79.99 72.63 ▪ 2.049 28 "05.00 "0.67 930.00 "90.00 "79.35 70.16 375.92 2.049 29 "09.97 "0.99 930.00 "90.00 "78.9 379.18 2.050 30 "05.00 "0.67 93.8 "90.00 ?9.68 7.2 379.18 2.051 3" 05.00 "0.67 930.3 "90.00 ?9.59 70.95 376.73 2.051 32 "05.00 "0.67 93.05 "90.00 ?9.6" 72.19 377.96 2.051 33 05.00 "0.67 930.00 "90.00 ?9.97 69.72 3.75.51 2.051 39 "09.97 "0.99 930.3 "90.00 78. 7.25. 380.00 2.052 35 09.97 "0.99 930.00 "90.00 "78.26 73.01 2.052 36 "05.00 "0.67 932."" "90.00 ?9.87 .22 380.00 2.053 37 "05.00 "0.67 93.8 "90.00 ?9.80 72.98 78.78 2.053 38 "05.00 "0.67 930.3 "90.00 ?9.66 70.51 376.33 2.053 39 "05.00 "0.67 93.05 "90.00 79.73 71.75 2.053 90 "05.00 "0.67 930.00 "90.00 79.9 69.28 3.75.10 2.054 9" "09.97 "0.99 930.3 "90.00 78.95 73.81 379.59 2.054 92 "09.97 "0.99 930.00 "90.00 78.7 72.57 ▪ 2.055 93 "05.00 "0.67 932."" 90.00 79.99 L7.7R 379.59 2.055 99 0`,.00 0.67 93.N 90 00 799? 72.5 ▪ 2.055 95 "05.00 "0.67 93.05 "90.00 79.85 71.31 3.77.14 2.056 96 "05.00 "0.67 930.3 "90.00 79.78 70.07 3.75.92 2.056 97 "05.00 "0.67 930.00 "90.00 79 68.8 3.7.69 2.056 48 "09.97 "0.99 930.3 90 00 "78.7 79.1'8 2.057 99 "09.97 "0.99 930.00 "90.00 78.99 72.13 377.96 2.057 50 "05.00 "0.67 932."" "90.00 "80."" - 379.18 2.058 05.00 "0.67 93.8 "90.00 "80.09 72.10 377.96 2.058 2 "05.00 "0.67 93.05 "90.00 79.97 70.87 376,73 2.058 05.00 "0.67 930.3 "90.00 ?9.90 69.63 3.75.51 2.058 59 "05.00 "0.67 930.00 "90.00 79.83 68.40 3.7.29 2.058 09.97 "0.99 930.3 90 00 78.69 72.93 7878 2.059 56 "09.97 "0.99 93.0`' "90.00 78.76 7.16 3'80.00 2.059 "09.97 "0.99 930.00 "90.00 78.6" 71.69 2.059 8 "05.00 "0.67 932.63 "90.00 "80.0 ,.13 380.00 2.060 59 "05.00 "0.67 932."" "90.00 80.? 72.90 78.78 2.060 60 "05.00 "0.67 93.8 "90.00 "80.6 71.66 2.060 6" "05.00 "0.67 93.05 "90.00 "80.09 70.3 376.33 2.060 62 "05.00 "0.67 930.3 "90.00 "80.02 69.19 3.75.10 2.060 63 "05.00 "0.67 930.00 "90.00 79.9', 67.95 2.061 69 "09.97 "0.99 930.3 "90.00 78.80 72.49 .78 ▪ 2.061 65 "09.97 "0.99 93.0`' 90.00 78.88 72 79.59 2.061 66 "09.97 "0".99 930.00 "90.00 -78.73 -71.25 3 r.1= 2.062 67 "05.00 "0.67 68 " 05.00 " 0" . 67 69 "05.00 "0.67 70 "05.00 "0.67 05.00 "0.67 2 05.00 "0.67 7 09.97 K.49 79 09.97 K.49 09.97 "0'".99 76 05.00 0.67 77 05.00 0.67 78 05.00 0.67 79 05.00 0.67 80 " 2.00 C" . 67 8" "03.95 "0".32 82 "05.00 "0.67 8 '0'9.97 "0'".99 89 "0'9.97 "0'".99 85 "0'9.97 "0'".99 86 "09.97 "0'".99 87 " 05.00 " 0" . 67 88 "05.00 "0.67 89 "05.00 "0.67 90 " 05.00 " 0" . 67 9" "05.00 "0.67 92 "05.00 "0.67 93 " 03.95 " K.32 99 " 05.00 " 0" . 67 95 "09.97 "0".99 96 "0'9.97 "0'".99 97 09.97 K.49 98 "0'9.97 "0'".99 99 "05.00 "0.67 9r -ca_ a-_ure Surface ;c-rc_e 22.2 42.7 „ 43"_.05 930.53 930.00 930.53 43"_.05 930.00 932.63 q2' 5.8 43"_.05 930..;3 930.00 930.00 q2' 5.8 43"_.05 930.53 930.00 433.6 932.63 42.7 „ q2' 5.8 43"_.05 930.53 930.00 930.00 q2' 5.8 43"_.05 930.53 930.00 433.6 90.00 "_90.00 "_90.00 "_90.00 "_90.00 "_90.00 "_90.00 "_90.00 "_90.00 90.00 "_90.00 "_90.00 90.00 "_90.00 "_90.00 "_90.00 "_90.00 "_90.00 "_90.00 "_90.00 "_90.00 90.00 "_90.00 "_90.00 "_90.00 "_90.00 "_90.00 "_90.00 "_90.00 "_90.00 90.00 "_90.00 "_90.00 80.92 80.35 80,28 80.2" 82'.2'7 78.92 79.00 78.85 _80.59 80.97 80.90 20.33 20.26 .69 80.9 79.9 79. °.09 9 80,73 80'.66 80.59 "80.52 80.95 80,38 .76 80.3 92 9 23 6 79.0'9 80.85 .3.69 2.6 71.22 69.9'8 L6 71 -, 28 70.81 72.01 70.78 6'8.31 .lc' 67.07 7.07 72'8= 71.60 72.81 69.10 6l .66 66.63 2.0 71.16 69.93 73.60 Inersec�s: 2L: "05.00 YL: "0.67 2R: 930.00 YR: Cen_re: YC78."5 YC: 979.56 Rad-us: R: 2enera�ed fa--ure surface: ;20 pct _s 05.00 "0.67 " ?3.0 98.7 "9.33 96.35 96.35 99.99 29.67 96.32 232. 90 98.52 286.6` 0.38 309,, 6.09 32"29 22 370'.69 96.92 386.25 0' 56.60 936 67.02 - Yecmery and Prcper�-es - Cr -ca- Fa' ure Surface (c-rc-e ", -5 slices) 379.59 .1= .92 .69 .96 379.1'8 876.73 379.18 696 , .51 .29 380.00 .06 380.00 78.78 877.55 ,63- 380.00 78.78 877.55 6.33 .10 9.59 872.65 379.59 .11 .92 379.59 190.00 380.00 159.61 251.00 338.13 -15.96 2.062 2.062 2.063 2.063 2.063 2.063 2.0'6= 2.06= 2.06= 2.56= 2065 2065 2.065 2.065 2.065 2.065 2.066 2.066 2.066 2.066 2.067 2.067 2.067 2.067 2.067 2.068 2.068 2.068 2.068 2.068 2.068 2.069 2.069 95.01 101.61 129.87 178.17 178.00 268.93 59 30.00 9= 56 105.56 138.00 190.00 S_ -S Base P:re;ater Normal Test 'r; Let Area F.ng-e W±dh Leng2 _a - 5ches-cn Phi Weight Force Stress Factor 05.00 2.0 -9.7 9.79 9.88 2 0.00 3.5.0 2988.56 5060.70 5290.61 1.08 2 ""9.79 58.73 -9.7 8.36 8.99 3 "00.00 18.0 737.03 329.32 5696.32 1.04 3 " ?3.0 68.20 -6.9 6.99 6.98 3 "00.00 18.0 8712.25 3316.6 6005.7 1.03 9 "29.59 87.05 -6.9 6.99 6.98 3 "00.00 18.0 1119.50 34633.62 625.22 1.03 35.97 86.82 -6.9 .36 5.40 9 2000.00 20.0 11137.06 2906.72 6601.59 1.03 6 4.33 76.62 -9.2 9.6 9.8 9 2000'.00 20'.0 22661.97 9'735 67'89.2= 1.02 50.98 20.70 -9.2 9.6 9.8 9 2000.00 20.0 27019.08 50218.71 7077.85 1.02 59.69 293.39 -.9 9.8 9.8 9 2000.00 20.0 31167.32 5047.3 7271.07 1.00 9 68.82 273.99 -.9 9.8 9.8 9 2000.00 20.0 3969.32 50603.59 795.33 1.00 0 "78.00 30.62 ".9 9.8 9.8 9 2000.00 20.0 3885.51 50606.26 7621.'87 1.00 87.8 327.70 ".9 9.8 9.8 9 2000.00 20.0 1713.63 50481.34 81.92 1.00 2 "96.35 350.90 9." 9.6 9.8 9 2000.00 20.0 547.61 50229.52 782.37 0.99 205.5" 372.80 9." 9.6 9.8 9 2000.00 20.0 7187.98 9850.73 7938.44 0.99 9 29.67 239.86 6.9 5.64 5.68 9 2000'.00 20'.0 3028.67 30625.55 7927.26 0'.99 220.3" 275.96 6.9 6.29 6.39 3 "00.00 18.0 3696.5. 33866.86 8065.86 0.99 6 226.6" 283.87 6.9 6.29 6.39 3 "00.00 18.0 35671.04 33565.68 8088.6 0.99 232.90 903.09 9.7 8.67 8.80 3 "00.00 18.0 50""3.18 596.37 8061.05 0.99 29.57 952.25 9.7 9.93 9.7 2 0.00 35.0 5,31.73 4906.51 796.28 0.96 9 25".00 99.9" "2.9 8.97 9.8 2 0.00 35.0 55175.70 606.21 7880.88 0.95 20 259.97 950.97 "2.9 8.97 9.8 2 0.00 35.0 56309.11 4931.6 7816.32 0.95 2" 268.93 952.05 5.2 8.86 9.8 2 0.00 35.0 56505.96 3675.71 7676.69 0.95 ?2 . 79 956.88 2 8.86 9.8 0.00 .0 7109.9'8 2296.2'8 .62 0.95 23 286.65 953.06 8.0 8.73 98 2 0.00 3.5.0 56632.88 079.3 7363.3.50'.95 %9 ?9.38 953.79 "8.0 8.73 9.8 2 0.00 3.5.0 5671'.63 3.9171.13 7190'.93 0'.95 25 309.2 305.08 20.7 5.88 6.29 2 0.00 35.0 3"135.1 84-.34 6979.23 0.95 26 30.00 29.27 20.7 5.69 6.09 2 0.00 35.0 36382.66 23977.44 682.37 0.95 27 35.69 289.83 20.7 5.69 6.09 2 0.00 35.0 3618.91 23172.35 6668.7 0.95 28 32.29 927.58 2.5 8.92 9.8 2 0.00 35.0 53230.32 335.8.87 6399.12 0.95 29 329 920,37 2 8.92 9.8 2 0.00 3.5.0 52210.67 31'76.30 6111.76 0.95 0 338.2 92.9" 26.3 ".87 2.09 2 0.00 3.5.0 1160.96 6863.00 5883..82 0.95 390.00 "96.89 26.3 3.00 3.35 2 0.00 3.5.0 18210.74 10744.29 5786.52 0.95 2 393.00 289.99 26.3 6.00 6.69 2 0.00 35.0 35.89.83 20560.68 5604.96 0.95 33 399.00 269.59 26.3 59 6.29 2 0.00 35.0 32 32.37 1801.85 522.04 0.95 9 359.59 39.93 29." 7.70 8.8" 2 0.00 35..0 13811.61 23568.13 5204.68 0.96 262.20 59.25 29.0 7.70 8.8" 2 0.00 5.0 2193.70 2121.'85 982.22 0'.96 6 370'.00' 332.79 3.6 Y.2 9.59 2 0,00 35.0 110=.79 20212.1 -=.C'7 0'.97 378.2 9 9 8 8.2 9.56 2 0'.00' .0 9'86.51 17252.1= 3966.19 0.97 8 386.25 80.79 39.6 6.99 2 0.00 3.5.0 2227.2 1066.96 315.83 0.98 9 392.00 85.9 39.6 3.00 3.69 0.00 2.0 9371.3'8 865.72 2669.'7 0.91 90 395.00 "60.8 39.6 6.36 7.73 2 0.00 3.5.0 1960.2 876.1 2715'.33 0.9'8 9" 90.36 83.76 37.9 3.90 9.90 2 0.00 35.0 10236.17 3..39 2266.39 1.00 42 905.26 70.27 37.9 "0.70 2.96 G 50'.00 16.0 20'860.70 788.0 1797.0'8 1.1 93 9'15.96 2.E 90." 2.8 2.85 6 50.00 16.0 2937.3.7 99 98.9 30.25 90." 3.6 9.66 6 50.00 16.0 3755.15 95 92.69 29.07 90." 8.3" "0.86 2 0.00 35.0 3633.5E Area: 5,54.87 Pail Leng h: 398.88 eight: 15=70.62 695.=9 C35.71 0.00 1213.56 933.90 338.77 1.17 1.17 1.01 APPENDIX D V" iii' J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis B-1 -0 15 30 45 60 75 90 -105 -120 B 2 B-3 B-4 B-5 B-6 B-7 B-8 0- 15 30 45 60 75 90 105 120 O CD 13 N CD PROJECT NO: 19.3016 PROJECT NAME: DPG Farms DWG DATE: 1/28/2019 FIGURE 1 Logs of Borings CESARE, INC. Gealechnical Engineers & Construction ,llaterinlr Consul.. B-9 -0 15 30 45 60 75 90 -105 -120 B-10 B-11 ;j B-12 B-13 B-14 B-15 B-16 0- 15 30 45 60 75 90 105 120 O CD 13 N CD PROJECT NO: 19.3016 PROJECT NAME: DPG Farms DWG DATE: 1/30/2019 FIGURE 1 Logs of Borings CESARE, INC. Geal chnieal Engineers Construction Materinlr Consul.. B-17 -0 15 30 45 60 75 90 -105 -120 B-18 B-19 B-20 B-21 B-22 B-23 0- 15 30 45 60 75 90 105 120 0 CD 13 N CD PROJECT NO: 19.3016 PROJECT NAME: DPG Farms DWG DATE: 1/28/2019 FIGURE 1 Logs of Borings CESARE, INC. Gsal chnieal Engineers && Construction ,1laterinlr Consul.. KEY TO SYMBOLS Symbol Description Strata symbols 41. f • v. : Notes: SILT, clayey, with fine sand, moist to very moist, brown to dark brown. (ML) Symbol Description Misc. Symbols Water level during drilling SAND, silty, moist to very moist, brown to Soil Samplers dark brown. (SM) CLAY, sandy, with silt, moist to wet, brown. (CL) SAND, poorly graded, with gravel, with silt to silty, wet, brown. Gravel sizes typically 1" minus, locally 2" minus, occasional lenses of 3" minus. (SP-SM) SAND, poorly graded, with gravel, wet, brown. Gravel sizes typically 1" minus, locally 2" minus, occasional lenses of 3" minus. (SP) GRAVEL, poorly graded, with sand, with silt, wet, brown. Gravel sizes typically 1" minus, locally 2" minus, occasional lenses of 3" minus. (GP -GM) GRAVEL, poorly graded, with sand, wet, brown. Gravel sizes typically 1" minus, locally 2" minus, occasional lenses of 3" minus. (GP) CLAYSTONE BEDROCK, silty, locally with fine sand, moist, gray to brown. SILTSTONE BEDROCK, sandy (fine grained), very moist, gray and brown. SANDSTONE BEDROCK, fine grained, with silt, wet, gray to brown. Composite Sample of Auger Cuttings 1. Exploratory borings B-1 through B-23 were drilled from January 22 through 25, 2019, using a CME-75 drill rig with a 6 -inch diameter continuous flight solid stem auger. 2. Groundwater was encountered at depths of 3 to 10 feet below ground surface in borings B-1 through B-23 at the time of drilling. For safety purposes, borings were backfilled immediately after drilling. 3. Contacts between soil units are approximate and may be gradational. Gravel sizes as described in this legend are estimates and are based on input from drillers, and cuttings brought to the surface during drilling. At various locations and depths of drilling, cuttings were not brought to the surface and the material type logged and presented in these logs, is based on driller input and our assumptions based on previous experience. 4. These logs are subject to the limitations and conclusions in this report. Project No. 19.3016. APPENDIX E V" iii' J&T Consulting, Inc. J-2 Contracting Company - DPG Pit Slope Stability Analysis Peak Acceleration (%g) with 2% Probability of Exceedance in 50 Years USGS Map, Oct. 2002rev 1251N 50°N 46°N 95°W 120°W 115°W 110°W 105°W 100°W _ 50°N 45°N 40°N - �� r0i�i`ti�i� �� 11�� 40°N 35°N �� \. �� L�1 ® �`: O1 �� I1 35°N 30°N 25°N 125°W 30°N 25°N 95°W 300 200 160 120 80 60 50 40 30 20 18 16 14 12 10 8 6 4 2 0 120°W 100°W 110°W 115°W 105°W DPG Farms, LLC 3300 South Parker Road, STE 300 Aurora, CO 80014-3521 August 15, 2019 Re: Agreement for Structures within 200 feet of mining activities Dear Mr. White, J-2 Contracting Co. Inc. has a State of Colorado Division of Reclamation, Mining, and Safety (DRMS) Reclamation Permit application under review (M-2019-028) to allow sand and gravel mining on property within 200 feet of structures owned by you. The Colorado Mined Land Reclamation Act provides protection for your property, and specific protection for your structures located within 200 feet of the mining activities. J-2 Contracting Company has a mining lease with DPG Farms, LLC that allows them to mine the affected land within the property per the proposed permit application under review with the DRMS. Per this letter agreement DPG Farms, LLC is allowing J-2 Contracting Company to mine within 200 feet of these structures as well as removing structures where needed to mine the property. Sincerely, Chris Leone, Miameso# PRfsceNT J-2 Contracting Co. g/zs/9 Date The foregoing instrument was acknowledged before me this day of David White, DPG Farms, LLC CAROL L SHIMA No : r. Pu �lic NOTARY PUBLIC STATE OF COLORADO WCOMPAS��pSIONF�IRESWiRimooCH12, Commission Expires: 00-MD: ,lot 9. by, The foregoing instrument was acknowledged before me this i g day of br---S ri Z,o1 S by, L. LAURA BRUNO NOTARY PUBLIC STATE OF COLORADO NOTARY ID 2O164OO1377 MY COMMISSION EXPIRES JANUARY 13.2020 as (�! 0J r .) Notaublic My Commission Expires 1-13-r'cZU Hello