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Home My WebLink About20201542.tiff RESOLUTION RE: APPROVE RESUBDIVISION, RES20-0002, FOR CONSOLIDATION OF LOTS 3 AND 4 OF MINOR SUBDIVISION, S-293, INTO ONE (1) LOT - SANDRA MIRANDA, SCOTT GILLIS, AND JILL AND MILTON VEGA, C/O SANDRA MIRANDA WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board of County Commissioners held a public hearing on the 20th day of May, 2020, at the hour of 9:00 a.m., in the Chambers of the Board, for the purpose of hearing the application of Sandra Miranda, Scott Gillis, Jill and Milton Vega, c/o Sandra Miranda, 4754 Tumbleweed Drive, Brighton, Colorado 80601, for a Resubdivision, RES20-0002, for Consolidation of Lots 3 and 4 of Minor Subdivision, S-293, into one (1) Lot, on the following described real estate, being more particularly described as follows: Lots 3 and 4 of Minor Subdivision, S-293; being part of Section 1, Township 2 North, Range 63 West of the 6th P.M., Weld County, Colorado WHEREAS, at said hearing, the applicants were represented by Chad Cox, and WHEREAS, the Board of County Commissioners heard all of the testimony and statements of those present, studied the request of the applicants and the recommendation of the Weld County Department of Planning Services and all of the exhibits and evidence presented in this matter and, having been fully informed, finds that this request shall be approved for the following reasons: 1. The submitted materials are in compliance with the Resubdivision application requirements of Section 24-5-30.A and .B of the Weld County Code, as amended by Ordinance #2018-03. A. Section 24-5-30.A—An applicant shall submit a complete resubdivision application and application fee to the Planner. The applicant submitted a Resubdivision application that included all the items applicable for review and a draft plat map of the subject lot being resubdivided. The application materials include an explanation of the Resubdivision request. No rules, regulations, or ordinances are proposed to be changed and the Resubdivision plat will not be altered in any way which will adversely affect the character of the original subdivision plat. B. Section 24-5-30.B — Review procedures for resubdivision. The application was processed according to the review procedures for a Resubdivision. Pertinent processing information includes: 1) Section 24-5-30.B.1 — Any person wanting to apply for review of a resubdivision shall arrange for a pre-application conference with the Department of Planning Services. Upon receipt of a complete resubdivision application, the Department of Planning Services will schedule the request before the Board of County Commissioners. A Pre-Application cc: PLOY)n i -rP),Q.PPL RAP 2020-1542 1 W/202_0 PL2758 RESUBDIVISION (RES20-0002) - SANDRA MIRANDA, SCOTT GILLIS, AND JILL AND MILTON VEGA, C/O SANDRA MIRANDA PAGE 2 (PRE16-0255) meeting was held on December 2, 2016, and it was determined that a Resubdivision was applicable. The complete Resubdivision application was received on March 5, 2020. 2) Section 24-5-30.B.2 — In the event a utility easement is affected, the Department of Planning Services shall schedule the resubdivision request on the first available Utilities Coordinating Advisory Committee meeting before presenting the request to the Board of County Commissioners. The applicant submitted a statement describing drainage, access and utility easements as part of the Resubdivision application. The applicant does not propose to alter any utility or drainage easements and no other changes to the Subdivision's utility or drainage design are proposed. No new easements are being suggested by the applicant or the Department of Planning Services, so this case was not required to be heard by the Utilities Coordinating Advisory Committee. 3) Section 24-5-30.B.3 — The Planner shall give notice of the resubdivision and the public hearing date to those persons listed in the application as owners of property located within five hundred (500) feet of the resubdivision lots. Surrounding property owners within 500feet were notified of the proposed Resubdivision. Six (6) notifications were mailed out. Two phone calls were received from surrounding property owners inquiring to know more about the proposal, and neither had concerns. 4) Section 24-5-30.B.6 — The Planner shall send the application for resubdivision to referral agencies, including, but not limited to municipalities within a three (3) mile radius of the property. The site is not located within a three (3) mile referral area of any municipality, nor is it located within any existing Intergovernmental Agreement Area (IGA) of a municipality. Seven (7) referral agencies were notified, three (3) submitted referrals with comments, two (2) submitted referrals without comments and one (1) did not respond. No referral agencies objected to this Resubdivision and all comments have been addressed as Conditions of Approval or plat notes. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the application of Sandra Miranda, Scott Gillis, and Jill and Milton Vega, c/o Sandra Miranda, for a Resubdivision, RES20-0002, for consolidation of Lots 3 and 4 of Minor Subdivision, S-293, into one (1) Lot, on the parcel of land described above, be, and hereby is, granted subject to the following conditions: 1. Prior to Recording the Resubdivision Plat: A. The plat shall be amended to delineate the following: 1) All sheets shall be labeled Resubdivision of Minor Subdivision, S-293, No. RES20-0002. 2020-1542 PL2758 RESUBDIVISION (RES20-0002) - SANDRA MIRANDA, SCOTT GILLIS, AND JILL AND MILTON VEGA, C/O SANDRA MIRANDA PAGE 3 2) The plat shall be prepared per Section 24-5-30.A.15 of the Weld County Code. 3) The plat shall contain the certification blocks, per Appendix 24-B.A and Appendix 24-G of the Weld County Code. 4) The applicant shall show the lot lines being vacated with a dashed line type and show the new consolidated lot boundary with a heavy-weight line type. 5) The applicant shall show and label all recorded easements and rights-of-way on the map by book and page number or reception number. 6) The applicant shall show the Colorado Department of Transportation (CDOT) right-of-way on the plat, along with the documents creating the right-of-way. 7) The applicant shall show the approved Colorado Department of Transportation (CDOT) access point(s) on the plat and label with the approved access permit number, if applicable. B. The following notes shall be delineated on the Resubdivision Plat: 1) This Resubdivision, RES20-0002, is for consolidation of Lot 3 and Lot 4 of Minor Subdivision, S-293, into one (1) Lot. 2) Approval of this plan may create a Vested Property Right pursuant to Article 68 of Title 24, C.R.S., as amended, and Chapter 23, Article VIII, of the Weld County Code. 3) Allowed uses in the Resubdivision consist of A (Agriculture) and C-4 (Highway Commercial) uses listed in Chapter 23, Article III, Division 1, Section 23-3-10 and Division 3, Section 23-3-240 of the Weld County Code. 4) The Resubdivision shall comply with all the regulations and requirements of Chapter 24, Article V, of the Weld County Code. 5) Installation of utilities and requirements of the service providers shall comply with Section 24-9-10 of the Weld County Code. 6) Buildings and structures shall conform to the requirements of the various codes adopted at the time of permit application. Currently, the following have been adopted by Weld County: 2018 International Building Codes, 2006 International Energy Code, 2017 National Electrical Code, and Chapter 29 of the Weld County Code. A plan review shall be approved, and a permit must be issued, prior to the start of construction. 2020-1542 PL2758 RESUBDIVISION (RES20-0002) - SANDRA MIRANDA, SCOTT GILLIS, AND JILL AND MILTON VEGA, C/O SANDRA MIRANDA PAGE 4 7) Water service may be obtained from an appropriately permitted well. 8) The parcel is currently not served by a municipal sanitary sewer system. Sewage disposal may be by septic systems designed in accordance with the regulations of the Colorado Department of Public Health and Environment, Water Quality Control Division, and the Weld County Code in effect at the time of construction, repair, replacement, or modification of the system. 9) Activity or use on the surface of the ground over any part of the On-site Wastewater Treatment System (OWTS) must be restricted to that which shall allow the system to function as designed and which shall not contribute to compaction of the soil or to structural loading detrimental to the structural integrity or capability of the component to function as designed. 10) During development of the site, all land disturbances shall be conducted so that nuisance conditions are not created. If dust emissions create nuisance conditions, at the request of Weld County Environmental Health Services Division, a Fugitive Dust Control Plan must be submitted. 11) If land development exceeds six (6) months in duration, the responsible party shall prepare a Fugitive Dust Control Plan, submit an Air Pollution Emissions Notice application, and apply for a permit from the Colorado Department of Public Health and Environment. 12) The property owner or operator shall be responsible for controlling noxious weeds on the site, pursuant to Chapter 15, Articles I and II, of the Weld County Code. 13) All access and utility easements are dedicated for the benefit of all owners of lots depicted on this plat, including owners of future lots created therefrom, regardless of lot configuration or number of users, and without limitation of the use or intensity of the use of such easements. No lot owner may install a gate or otherwise impede the use of such easements without the approval of all persons with rights of use of such easements. 14) Access on the site shall be maintained to mitigate any impacts to the public road, including damages and/or off-site tracking. 15) Any work that may occupy and/or encroach upon any County rights-of-way or easement shall acquire an approved Right-of-Way Use Permit prior to commencement. 16) The historical flow patterns and runoff amounts on the site will be maintained. 2020-1542 PL2758 RESUBDIVISION (RES20-0002) - SANDRA MIRANDA, SCOTT GILLIS, AND JILL AND MILTON VEGA, 0/O SANDRA MIRANDA PAGE 5 C. The applicant shall submit one (1) electronic copy (.pdf) of the draft plat for preliminary approval to the Weld County Department of Planning Services. 2. Upon plat approval by the Department of Planning Services, the applicant shall submit the RES20-0002 plat for recording in accordance with Section 24-5-30.A.15 and Section 24-5-40 of the Weld County Code. A. The Resubdivision plat shall be recorded within sixty (60) days from the date of the Board of County Commissioners Resolution. The applicant shall be responsible for paying the recording fee. If the Resubdivision plat has not been recorded within sixty (60) days from the date of the Board of County Commissioners Resolution, or within a date specified by the Board of County Commissioners, the Board may require the landowner to appear before it and present evidence substantiating that the Resubdivision has not been abandoned and that the applicant possesses the willingness and ability to record the Resubdivision plat. The Board of County Commissioners may extend the date for recording the plat. If the Board determines that conditions supporting the original approval of the Resubdivision plat cannot be met, the Board may, after a public hearing, revoke the Resubdivision, per Section 24-5-40 of the Weld County Code. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 20th day of May, A.D., 2020. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: datfet) Mike Freeman, Chair Weld County Clerk to the Board • Steve oreno, Pro-Tern BY: Deputy Clerk to the Board �• �.` Sco K. James APP' : 'ED AS TO'�' �N.arbara Kirkmeyer o n ttorney ( T Kevin D. Ross Date of signature: O7/i 3 2020-1542 PL2758 1 PAGE OF DOCUMENT INCLUDED IN PAPER FILE . ace REMAINDER RETAINED ELECTRONICALLY IN TYLER. RESUBDIVISION APPLICATION SUMMARY SHEET fir ., 0uNT _ Y-t_c Planner: Maxwell Nader Hearing Date : May 20 , 2020 Case Number : RES20 - 0002 Parcel No ' s . 1303 - 01 -0 - 00 -029 & 1303 - 01 - 0 - 00 -031 Owner: Sandra Miranda , Scott E . Gillis , Jill Marie & Milton Esteban Vega c/o Sandra Miranda Request : Resubdivision for consolidation of Lot 3 and Lot 4 of Minor Subdivision No . 293 into one ( 1 ) Lot . now known as the Miranda Resubdivision . Legal Description : Lots 3 and 4 of Minor Subdivision , S -293 : being part of Section 1 , T2N . R63W of the 6th P . M . . Weld County . Colorado . Location : North of and adjacent to 1 - 76 Frontage Road : approximately 175 feet west of County Road 73 Water : Propcsed Commercial Well Sewer : Propcsed Commercial Septic Lot 3 : + /- 0 . 95 acres Lot 4 : + /- 6 . 91 acres Total : + /- 7 . 86 acres Zone Districts : A ( Agricultural ) and C -4 ( Highway Commercial ) The criteria 'or review of this Resubdivision are listed in Section 24 - 5 - 30 of the Weld County Code . The Department of Planning Services ' staff has received referral responses with comments from the following agencies : ➢ Colorado Departmen : of Transportation , referral dated March 30 , 2020 Weld County Department of Public Works , referral dated March 25 . 2020 Weld County Department of Public Health and Environment , referral dated March 2L , 2020 The Department of Planning Services ' staff has received referral responses without comments from the following agencies : •- Weld County Zoning Compliance . referral dated March 9 , 2020 . Southeast Southeast Weld Fire Protection District , referral dated March 13 , 2020 The Department of Planning Services ' staff has not received responses from the following agencies : ir State of Colorado , Division of Water Resources 2020 - 1542 O5 R ES20 - 0002 ��O Page 1 of 5 Qa7ic i86t III ,° _., RESUBDIVISION '' !Y' ADMINISTRATIVE REVIEW r11:11E_____F_ZicoUNTY Planner Maxwell Nader Hearing Date May 20, 2020 Case Number RES20-0002 Parcel No's 1303-01-0-00-029& 1303-01-0-00-031 Owner Sandra Miranda, Scott E Gillis, Jill Marie& Milton Esteban Vega c/o Sandra Miranda Request Resubdivision for consolidation of Lot 3 and Lot 4 of Minor Subdivision No 293 into one(1) Lot, now known as the Miranda Resubdivision Legal Description Lots 3 and 4 of Minor Subdivision, S-293, Being part of Section 1, T2N, R63W of the 6th P M , Weld County, Colorado Location North of and adjacent to 1-76 Frontage Road, approximately 175 feet west of County Road 73 Water Proposed Commercial Well Sewer Proposed Commercial Septic Lot 3 +/-0 95 acres Lot 4 +/-6 91 acres Total +/-7 86 acres Zone Districts A(Agricultural) and C-4 (Highway Commercial) Narrative The applicants are proposing a Resubdivision to consolidate two(2)adjacent parcels, both platted as Lot 3 and Lot 4 of Kemp Minor Subdivision No S-293,that was created on November 18, 1988 via reception no 2162490,which will be formally identified as the Miranda Resubdivision if approved by the Board of County Commissioners The two Lots are approximately 0 95 and 6 91 acres and will be combined into one(1)lot of approximately 7 86 acres Lot 3 is currently zoned C-4 (Highway Commercial) and Lot 4 is zoned A (Agricultural) Change of Zone,COZ20-0001, is being processed in conjunction with this application to rezone the two properties to C-3(Business Commercial) Site Plan Review,SPR20-0003 is also being processed in conjunction with this application The proposed use of the property following the approval of RES20-0002 and COZ20-0001 is an outdoor storage facility The Department of Planning Services'staff recommends that this request be approved for the following reasons 1 It is the opinion of the Department of Planning Services that the submitted materials are in compliance with the Resubdivision application requirements of Sections 24-5-30 A and B of the Weld County Code as amended by Ordinance 2018-03 A Section 24-5-30 A -- An applicant shall submit a complete resubdivision application and application fee to the Planner 1 The applicant submitted a Resubdivision application that included all the items applicable for review and a draft plat map of the subject lot being resubdivided The application materials include an explanation of the Resubdivision request No rules, regulations, and RES20-0002 , Page 2 of 5 ordinances are proposed to be changed and the Resubdivision plat will not be altered in any way which will adversely affect the character of the original subdivision plat B Section 24-5-30 B--Review procedures for resubdivision The application was processed according to the review procedures for a Resubdivision Pertinent processing information includes 1 Section 24-5-30 B 1 --Any person wanting to apply for review of a resubdivision shall arrange fora pre-application conference with the Department of Planning Services Upon receipt of a complete resubdivision application, the Department of Planning Services will schedule the request before the Board of County Commissioners A Pre-Application (PRE16-0255) meeting was held on December 2, 2016, and it was determined that a resubdivision was applicable The complete resubdivision application was received on March 5, 2020 2 Section 24-5-30 B 2 -- In the event a utility easement is affected, the Department of Planning Services shall schedule the resubdivision request on the first available Utilities Coordinating Advisory Committee meeting before presenting the request to the Board of County Commissioners The applicant submitted a statement describing drainage,access and utility easements as part of the resubdrvision application The applicant does not propose to alter any utility or drainage easements and no other changes to the Subdivision's utility or drainage design - are proposed No new easements suggested by the applicant or the Department of Planning Services,so this case was not required to be heard by the Utilities Coordinating Advisory Committee 3 Section 24-5-30 B 3 -- The Planner shall give notice of the resubdivision and the public hearing date to those person listed in the application as owners of property located within five hundred(500) feet of the resubdivision lots Surrounding property owners within 500-feet were notified of the proposed Resubdivision Six (6) notifications were mailed out Two phone calls were received from surrounding property owners inquiring to know more about the proposals, neither had concerns 4 Section 24-5-30 B 6 --The Planner shall send the application for resubdivision to referral agencies, including, but not limited to municipalities within a three (3) mile radius of the property The site is not located within a three (3) mile referral area of any municipality, nor is it located within any existing Intergovernmental Agreement Area (IGA) of a municipality Seven (7) referrals agencies were notified, three (3) submitted referrals with comments, two (2) submitted referrals without comments and one (1) did not respond No referral agencies objected to this Resubdivision and all comments have been addressed as Conditions of Approval or Development Standards This recommendation is based,in part,upon a review of the application materials submitted by the applicant, other relevant information regarding the request, and responses from referral agencies The Department of Planning Services' Staff recommendation for approval is conditional upon the following 1 Prior to Recording the Resubdivision Plat A The plat shall be amended to delineate the following 1 All sheets shall be labeled Lot 1, Miranda Resubdivision No RES20-0002 (Department of Planning Services) RES20-0002 Page 3 of 5 2 The plat shall be prepared per Section 24-5-30 A 15 of the Weld County Code (Department of Planning Services) 3 The plat shall contain the certification blocks per Appendix 24-B A and Appendix 24-G of the Weld County Code (Department of Planning Services) 4 Show the lot lines being vacated with a dashed line type and show the new consolidated lot boundary with a heavy-weight line type (Department of Planning Services) 5 Show and label all recorded easements and rights-of-way on the map by book and page number or reception number (Department of Planning Services) 6 Show the Colorado Department of Transportation (CDOT) right-of-way on the plat along with the documents creating the right-of-way (Department of Public Works) 7 Show the approved Colorado Department of Transportation(CDOT)access point(s)on the plat and label with the approved access permit number if applicable (Department of Public Works) B The following notes shall be delineated on the Resubdivision Plat 1 This Resubdivision, RES20-0002,for consolidation of Lot 3 and Lot 4 of Minor Subdivision No 293 into one (1) Lot, now known as the Miranda Resubdivision (Department of Planning Services) 2 Approval of this plan may create a Vested Property Right pursuant to Article 68 of Title 24, C R S ,as amended and Chapter 23,Article VIII of the Weld County Code (Department of Planning Services) 3 Allowed uses in the Resubdivision consist of A (Agriculture) and C-4 (Highway Commercial)uses listed in Chapter 23,Article III, Division 1,Section 23-3-10 and Division 3, Section 23-3-240 of the Weld County Code (Department of Planning Services) 4 The Resubdivision shall comply with all the regulations and requirements of Chapter 24, Article V of the Weld County Code (Department of Planning Services) 5 Installation of utilities and requirements of the service providers shall comply with Section 24-9-10 of the Weld County Code (Department of Planning Services) 6 Buildings and structures shall conform to the requirements of the various codes adopted at the time of permit application Currently the following has been adopted by Weld County 2018 International Building Codes,2018 International Residential Code,2006 International Energy Code,2017 National Electrical Code,and Chapter 29 of the Weld County Code A plan review shall be approved, and a permit must be issued prior to the start of construction (Department of Planning Services) 7 Water service may be obtained from an appropriately permitted well (Department of Public Health and Environment) 8 The parcel is currently not served by a municipal sanitary sewer system Sewage disposal may be by septic systems designed in accordance with the regulations of the Colorado Department of Public Health and Environment, Water Quality Control Division and the Weld County Code in effect at the time of construction,repair,replacement,or modification of the system (Department of Public Health and Environment) 9 Activity or use on the surface of the ground over any part of the OWTS must be restricted to that which shall allow the system to function as designed and which shall not contribute RES20-0002 Page 4 of 5 to compaction of the soil or to structural loading detrimental to the structural integrity or capability of the component to function as designed (Department of Public Health and Environment) 10 During development of the site,all land disturbances shall be conducted so that nuisance conditions are not created If dust emissions create nuisance conditions,at the request of Weld County Environmental Health Services, a fugitive dust control plan must be submitted (Department of Public Health and Environment) 11 If land development exceeds 6 months in duration,the responsible party shall prepare a fugitive dust control plan,submit an air pollution emissions notice application,and apply for a permit from the Colorado Department of Public Health and Environment (Department of Public Health and Environment) 12 The property owner or operator shall be responsible for controlling noxious weeds on the site, pursuant to Chapter 15, Article I and II, of the Weld County Code (Department of Public Works) 13 All access and utility easements are dedicated for the benefit of all owners of lots depicted on this plat, including owners of future lots created therefrom, regardless of lot configuration or number of users,and without limitation of the use or intensity of the use of such easements No lot owner may install a gate or otherwise impede the use of such easements without the approval of all persons with rights of use of such easements (Department of Public Works) 14 Access on the site shall be maintained to mitigate any impacts to the public road including damages and/or offsite tracking (Department of Public Works) 15 Any work that may occupy and or encroach upon any County rights-of-way or easement shall acquire an approved Right-of-Way Use Permit prior to commencement (Department of Public Works) 16 The historical flow patterns and runoff amounts on the site will be maintained (Department of Public Works) 17 If applicable, once the permanent control measure has passed final inspection by Public Works, the site shall be routinely inspected at a frequency determined by Public Works, usually on an annual basis unless otherwise noted, for the life of the control measure Inspections occur to ensure the permanent control measure remains fully operational and is being adequately maintained according to the site's Operation and Maintenance Plan Upon sale of the property, the responsibility of maintaining permanent control measures shall be transferred to the new owner (Department of Public Works) C The applicant shall submit one(1)electronic copy( pdf)of the draft plat for preliminary approval to the Weld County Department of Planning Services 2 Upon plat approval by the Department of Planning Services,the applicant shall submit the RES19-0011 plat for recording in accordance with Section 24-5-30 A 15 and Section 24-5-40 of the Weld County Code A The resubdivision plat shall be recorded within sixty (60) days from the date of the Board of County Commissioners resolution The applicant shall be responsible for paying the recording fee If the resubdivision plat has not been recorded within sixty (60) days from the date of the Board of County Commissioners resolution, or within a date specified by the Board of County Commissioners,the Board may require the landowner to appear before it and present evidence substantiating that the resubdivision has not been abandoned and that the applicant possesses the willingness and ability to record the resubdivision plat The Board of County Commissioners may extend the date for recording the plat If the Board determines that conditions supporting the original approval of the resubdivision plat cannot be met,the Board may,after a public hearing, revoke the resubdivision per Section 24-5-40 of the Weld County Code RES20-0002 Page 5 of 5 INVENTORY OF ITEMS FOR CONSIDERATION Applicant Sandra Miranda, Scott E Gillis, Jill Mane&Milton Esteban Vega Case Number RES20-0002 Submitted or Prepared 1 Prior to At Hearing Hearing 1 HOBE MINERALS LLC LETTER OF OPPOSITION DATED X EXHIBIT w E LBr N SULLIVAN MECK & TOOLEY, P. C . May 14, 2020 Weld County, Board of County Commissioners 155 N . 17th Ave Greeley, CO 80631 Weld County, Board of County Commissioners c/o Weld County Planning Commission Weld County Administration Building PO Box 758 1150 O Street Greeley, CO 80631 Re : Objection of Mineral Owner flobe Minerals, LLC to Applications of Sandra Miranda, Scott E . Gillis, Jill Marie Vega and Milton Esteban Vega ("Applicants"), for Change of Zoning, Re-Subdivision and Site Plan, for proposed storage facility in the NE/4 of Section 1 -Township 2 North-Range 63 West of 6th P. M ., Weld County Colorado, 35929 I-76 Frontage Road, Roggen, CO 80652 Dear Board Members : We represent Hobe Minerals LLC ("Hobe") who owns the fee minerals in the NE/4 of Section 1 -T2N-R63W and the appurtenant right to make reasonable use of the surface to develop oil and gas . Hobe desires to reach an agreement with Applicants for the compatible development of the mineral and surface estate but to date Hobe and the Applicants have not reached an agreement. The Applicants ' proposed surface development will impact Hobe' s access and use of available drilling windows for the Greater Wattenberg Area established by Colorado Oil and Gas Conservation Commission ' s Rule 318A : the 800 ' x 800 ' drilling window in the center of the NE/4 and the 400 ' x 400' drilling window in the center of the NENE, Section 1 -T2N-R63W. Because the Applicants ' proposed project would impinge on Hobe' s right to use these drilling windows, it would require the directional drilling of wells from other locations to access bottom -hole locations in the established drilling windows at significantly increased costs. In addition, the proposed development may adversely impact Hobe ' s ingress and egress rights across the property to reach potential well site locations to develop such minerals . { 00791856. 1 } 1125 17th Street. Suite 2200 • Denver, CO 80202 159 N. Wolcott, Suite 220 • Casper, WY 82601 303 .830.250() 307.234 .6907 wsmtlaw.com May 14, 2020 Page 2 While Hobe recognizes the proposed surface development is not a "qualifying surface development" under C R S § 24-65 5-102 (5 7) (defined to be a surface development of at least 160 acres)under which the County would be required under C R S § 24-65 5-103 3(1)(b)(III)to condition approval on the applicant's certification that it has deposited incremental drilling costs described in C R S 24-65-5-103 7 ($87,500 per well, adjusted by the CPI index) in an escrow account with an approved commercial financial institution to defray the additional costs of having to directionally drill wells to a bottom hole location within the established GWA drilling windows, the proposed development will cause Hobe the same type of harm the statute is designed to protect against Hobe notified the Weld County Planning Commission and the Applicants of Hobe's concerns and objections by letter dated April 23, 2020 and has contacted the Applicants' consultant, Western Engineering Consultants, and Applicants' attorney, Lance Astrella, about Hobe's desire to reach an agreement with the Applicants, such as an agreement that the Applicants/Owners agree to waive certain setbacks beyond the minimum set-backs currently in place with respect to future oil and gas development in the area Applicant's counsel acknowledged that the proposed development will impact at least one of the established GWA drilling windows But to date, Applicants have not extended any offer of any accommodation of any kind whatsoever to Hobe,despite the fact that the proposed development infringes on Hobe's right to make reasonable use of the surface of the proposed development area For the above reasons, Hobe objects to the Application and requests that any approval be conditioned on the Applicants reaching an agreement with Hobe In the alternative,and in absence of such agreement, Hobe requests that the Board, in the exercise of its discretion, condition approval of the Application upon the Applicants depositing incremental drilling costs for one well in an escrow account in the amount of$87,500, adjusted by the CIP index, pursuant to the terms and requirements of C R S § 24-65 5-103 3 & 103 7 While Hobe recognizes such a condition is not mandatory given the Application does not fall within the definition of a "qualifying surface development,"Hobe's position is that the Board has the discretion to impose such a condition,and submits such a condition is appropriate under the circumstances here where the Applicants acknowledge that at least one GWA drilling window will be impacted and have failed to make any offer of accommodation to Hobe Hobe requests that this letter be included as part of the official record of the hearing before the Weld County Board of County Commissioners, and preserves all of its rights and remedies associated with the Applicant's infringement on Hobe's right to make reasonable use of the surface of the development area to develop its fee mineral interests _-- May 14, 2020 Page 3 Sincerely, (Brian S Tooley cc. Maxwell Nader, (via email—mnader@weldgov com) Planner I, Weld County Planning and Building Department 1555 N 17th Ave Greeley, CO 80631 Lance Astrella, Esq (via email- lance@astrellalaw corn) Chadwm F Cox, (via email—chadwin cox@westerneci corn) Senior Project Manager and Consultant for Applicant Western Engineering Consultants, Inc O CASE NUMBER:. RES20-0002 o APPLICANT: SANDRA MIRANDA, SCOTT GILLIS,LLIS, JILL MARIE VEGA, AND MILTON ESTEBAN VEGA O PLANNER: MAXWELL NADER o REQUEST: RESUBDIVISION FOR CONSOLIDATION OF LOT 3 AND LOT 4 OF MINOR SUBDIVISION NO. S-293 INTO ONE ( 1) LOT, NOW KNOWN AS THE MIRANDA RESUBDIVISION . o LEGAL DESCRIPTION : LOTS 3. AND 4 OF MINOR SUBDIVISION, S- 293; BEING PART OF SECTION 1, T2N, R63W OF the 6t.h P. M ., Weld County, Colorado O LOCATION : NORTH OF AND ADJACENT TO 1-76 FRONTAGE ROAD, APPROXIMATELY 175 FEET WEST OF CR 73 . _ _ '. • . - •�- er r- ^S" .-• .. .•r.l a� , ,.sor •1 N •_llik- '.._ w • .. .•.. • • rr a.•-• '�,...... • Cr- "ae .,per`. r. �': �l 1 •,.^y..... .-.' ' �„ l il . • III ' ..rwt. .r^" - '{ '.. .�.ew.Rn'SQ• ,.t . ♦ ♦f' } _ .•3 li r , `\fir"\l• I• . in this property Will be heard before the Public hearings concern g Commission and County Planning Board of County Commissioners. Both hearings will be held at: ` COUNTY ADMINISTRATION BUILDING WELD COON " treet • Greeley , CO 80631 �• 1150 O 1 S / t . Planning Commission Hearing will be held on .t :k -t 20 • at : - _� I _ e • Board of County Commissioner Hearing will be held on • K.. . SoMd M ;,��d� Scott F L> rlt' Applicant: ¶;u M.4;t 4 M.rl4►►+ get-se 6..., u , 8 •«.. ter • Request: - Resubdivision for consolidation of , -- Lot 3 and Lot 411 of Minor `1II .._. r, v ; - � � - Subdivision No . 293 into one ( 1 ) Lot, no ) wn as the Iiranda `-'" • Resubdi 7- W. ..•� •; F'cart. .. _• Case Number•: GCX3� A q g• �, FOR FURTHER IN . - . . N . CONTACT : - - 14 `E PA At uttt_ NM)) iL AT - -' N TI�JI � PLANNING SERVICES, A a. • , ext. S r' \ for Additional Intounatlon visit ti �nln-ycas : • Ant NMAY Mp;w.t••ttc;ont.tfo.0'Wood to inn Vic Sprr'At . ',mute not ltmnrd to the numlNr dul.ynnMr�,n i.', rrrav t•entt• r j'tPYtP! fM••n •'I ' n01 •♦V ' IF yImr whjttl to change c•temfrvt at frith Mt Old it Cain. Y t a J` a I t VICINITY 1 , H ____ , ...____ . . 7 1 d- 1 , 47 L ___ / . is I 1 ' '. _ ZCfI!►: C-3 U • 1.76 4) - I--' I �ar �.''�' w_�_rr fir-. its...est-a lre X76 2*. - R.tE I1 ::iirA i La--.7.re-re._,„...arrr--.._ \ _ it _ .. _ _ _ _ X76 �z�_ T .r �.�,�� CXZ I .-- i I r; I YI . I :0. .7, I I i/ I 1 I I 1 I I 1 I -- , l I I A ". ____ I I I I I I I ZONING I _____, _ r. . . • . _ . _... _. • . _ <-11.-- Zone: G4 i-� a _ ; Zone: G 3 -41-44S-carnnnyr-s_n_-Ir _a_nall iier �Kti � r, '" -: I.76 III ire jr--qa_nr-....�srrin -111.4. F _._ I-76 . .Zone ejilrrli'C- = � �ir �- a{. , 4. ..., - - IV:7a Li L....1 .. _ __II -+� �s•��----J -T--1 ; :get \, . ...i.t..4c4c. note il ___i . 4. 4 .4.-- - sm. 1 --1111- H I *Hz I i I i I 1 [ I " + �, �_5 T t�E ET _ Till alr4ree V ire4rile Ie4ete , re----1 _�._..„ --jai, . �� o l t_ -----�- AP 1 x" IT ill�.,�'�' 111- - t i Zany: G 3 f I I� = Tiit :::_c U---11: :r-. 1 —� -.ear' ,r. .�. "_ __J = — 1 � 'r �-.� ' -.rte .�,.r :Li .-- — Zane: 3 _�- ';'-- � �j-"" --arin—Irs_ sr,r -71 ------- _.- re'-- r- 7 I _ . i Nii AERIAL ?1 i‘kij . . . r _ r r. .• r 4. Aiiii 0kr."4.:. . - .4... 94 . - i . .. r. 4-liy ,.-. i :r to ...�=,fie._,{ . } '�` `- --:r•te 3•/ rt- • s a: y j r" ' r 1 -wad iii tii _ • '• f f �I 1 I : . . . \".46 r ki ji 14 . • - i .. 9•t , IP/ • t .• ' • C . /if ''•. Ng, - • 44.411. .V.V. ' , u all --:101- r - V - iliai I --•.• " � “r_ 1-76 _ �_,,,--+- c" ir 1-Ts �-i,• • -^ilr-lirralegill: --a I.Ni ,- .......4:-; * .+;+fwd r a X76 ' , .. ��:• �+ ► "lobos •. .- • .• ^ :M I.N 44,-„, .-,.n 111.141141.4411f..1"2....111 tt,..rk.4 r MINOR SUBDIVISION NO S- 293 LOCATED IN THE NORTHEAST QUARTER OF SECTION 1 TOWNSHIP 2 NORTH RANGE 63 WEST OF THE 6th P M WELD COUNTY COLORADO . M.Pte,.,....ow,ur.®enos en 1.11„1•. ®«r -^—i�1r_ «..er...,.«n..ro.,.,.. �. n.... • .. -•'-1 p.:--...e P a, mw r woo - -I -1 8'• PLANNING COMMISSION CERTIFICATE UTILITY SERVICE OTATEAENT FOR A MINOR SUBDIVISION I.4 ...•.=,syIt4 ..,. FT m4OT .. ,..n 03'3' aF ,m.ace r', ` I 1 u'r"'. r ......H111 A...4 ^w4 F,.06351 r I \1 y M '•' — --1-"......-J. 3 CERTIFICATE OF APPROVAL BY THE COUNTY COMMISSIONERS • \\'�-- —+-_ �'``�^� 1 .-J. .o.«e.m...m.m.eoW a nn P•—•-nv f� �I�,M r� \\C_. \ °-�`. .r...o,v. _...111.0 ., w //IW6✓K'"', mF orr I \\` 1 MIl c w.. i .r N.w.a rwlW'o°'�o :1-[�♦ 1.n ?UV!.C..CS�.AAO GtiUC.3 011 00'Ail \...,...._./.6 5/ IyCy /'Wl,r.7fr...0%.+A., ,...Al!.....e., 7� Y hs 1* RECORDERS CERTIFICATE / An n / w m m.ww.r« 1 / �tv„w•.«., nn r r 151 Nam c....! I xx n1 m• 1n twnrev.e aavm w.r. 1r ,W n•u tl a:11"1663 /A' — rl nu I mN/ ( OMIT � ar, CERTIFICATE OF DEDICATION OWNERSHIP AND MAINTENANCE, _ / r. HP LIT .reG w Mali :li g Iii P 0' r �Y a r r t`trr -,..r.,-e, t.....Ir.1 i «iT a m''° \'I' f`1\\2c� �� y�,� 1e1«'«,,,1151«,«A o.R.,; 1 �m'�'1, ....n «�.�•("1,..� P..� E I /' r 1 •- i—, ri !• 1 M. 111,1 ; /'% °^F: tI ,Z~ a `?^ 1F. .111« 41 D-,-,--,-- �\_ ` NAP..—. ' I `�1 y%-4I 4 Y'r�+ Lit) _ .. .nom,.. F".n 3- EXPLANATION P.1...0 l*&-+—'4\,_,:,'___:___.,.---I_ r + y..... ...o ...A,...P.«1111.,..�..,. 111....0 ..�� ...� w. 4.'",W AMRAm 5,..I w s n.- .1 .X. o mmnv eim,v w..n v. e.vm C` '", 4 4'II _\E,, P I` I � s , VICINITY MAP ,=r, ,ti rte--•W-wr•��^^• �•^� SURVEYINO CERTIFICATE SARIS OF SEARINOS ,nMaa"-„,-PM..EC, r•.m....r«n...Tun.....,,«.1 7,..-- wre-- 1m�n W «n.a==I e..,wM 1 v., v..vA.oR...,e 115•M,.1111.•...wv,•.•.•".v.. = n. f/1/ NOTICE ....man mane ^ , I • • , . -_ MIRANDA MINOR SUBDIVISION F Fj Part of the Northeast 1/4 of Section I r Township 2 North Range 63'Neat of the 6th P M, ," p,A ipr p County of Wald State of Colorado • - + ' MINOR SOIMON 5-293 " Sheet 1 of 1 , „At.' M I {F '1 r t,`, ,.\\ 7` fiq CERTIFICATE OF DEDICATION,OWNERSHIP AND MAINTENANCE ` igirrACI Cal ri Cr CAW IA.III II= COMMA 00Crs. • `. • .`.. — ,.i ``�,.� `\ v'o'vC�° aa. 7•51•0.11..oc u. .myo.orn a..nmvwe i ca .,.w,m.o ww.aA ' '1 \`,,\ ` ` NDT 5 "Rr.'d'Lu mai°we r�wC.S"�Y:.5'YwrYR"n c"im'�'o c`S. +V ..,.\ , LL,.. ' \\,,,,`\�` E a '0,. tor& �` • i'`. �/ Jo'°m'a'�`RR" "'... v'a`w, mow.o ss V '',i • • :• \\\I / �,.o.II.,.e..MNn••'</fK o,o.. ®aa...�.,a.��. - vomoo, 7 / __ ,t ,t: ! a;:tea m� . .a.m...� S '''..j �I `,',`) I LEGEND w COMMA CP.• " • ' ,, /. •a moo M a ..,n.w n.a.,o a b_ ■g UT t e.I'='-' '-3p nw •a OO.n an.w..am.gum ow Mt IVA " A y �]eA9Ac/Z-i / ( o MAC SA w.n,ww.uPc,r RS MO. WWI r ,. 9■ g .qi a— N p1 n' CERTIFICATE OF APPROVAL BY THE BOARD OF COUNTY COMMISSIONERS E 3 / J . . In-�.r...�w P..counties,.lawrs�w�. .�.�r.w.oM �om0.1111.0_11.7 o 10- ,, rmn e MD=OM aa. WNW €' , A swa w.To,.e.,A F I bI[ •� I' M i• • f SURVEYOR$CERTIFICATE ./ .A0 Or NU `/ ME W% 1. 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(970) 304-6498 March 9 , 2020 MIRANDA SANDRA 4754 TUMBLEWEED DRIVE BRIGHTON . CO 80601 Subject : RES20-0002 - RESUBDIVISION OF LOT 3 AND LOT 4 OF MINOR SUBDIVISION NO . 293 FOR REDESIGN RESULTING IN ONE ( 1 ) LOT On parcel (s) of land described as : LOTS 3 AND 4 MINOR SUB NO S-293 , PART OF SECTION 1 , T2N , R63W OF THE 6TH P. M . , WELD COUNTY, COLORADO . Dear Applicants : I have scheduled a meeting with the Weld County Board of County Commissioners on May 20 , 2020 , at 10 : 00 a . m . The hearing will be held in the Hearing Room , Weld County Administration Building , 1150 O Street , Greeley, Colorado . It is recommended that you and/or a representative be in attendance to answer any questions the Planning Commission members or Board of County Commissioners may have . Colorado Revised Statute . C . R . S . 24-65 . 5- 103 (adopted as part of H . B . 01 - 1088) requires notification of all mineral estate owners 30 days prior to any public hearing . The applicant needs to provide the Weld County Planning Department with written certification indicating the above requirement has been met . A representative from the Department of Planning Services will be out to the property a minimum of ten days prior to the hearing to post a sign , adjacent to and visible from a publicly maintained road right-of-way which identifies the hearing time , date , and location . In the event the property is not adjacent to a publicly maintained road right-of-way, one sign will be posted in the most prominent place on the property and a second sign posted at the point at which the driveway (access drive) intersects a publicly maintained road right-of-way. The Department of Planning Services' staff will make a recommendation concerning this application to the Weld County Planning Commission and will be included in the staff report one week prior to the scheduled Planning Commission hearing . You may view the staff report at https : //accela-aca . co .weld . co . us/CitizenAccess If you have any questions concerning this matter, please call . Respectfully, Kim O Planner NOTICE Pursuant to the zoning laws of the State of Colorado and the Weld County Code, a public hearing will be held in the Chambers of the Board of County Commissioners of Weld County, Colorado, Weld County Administration Building, 1150 O Street, Assembly Room, Greeley, Colorado 80631, at the time specified. If a court reporter is desired, please advise the Clerk to the Board, in writing, at least five days prior to the hearing. The cost of engaging a court reporter shall be borne by the requesting party. In accordance with the Americans with Disabilities Act, if special accommodations are required in order for you to participate in this hearing, please contact the Clerk to the Board's Office at (970) 400-4225, prior to the day of the hearing. The complete case file may be examined in the office of the Clerk to the Board of County Commissioners, Weld County Administration Building, 1150 O Street, Greeley, Colorado 80631. E-mail messages sent to an individual Commissioner may not be included in the case file. To ensure inclusion of your e-mail correspondence into the case file, please send a copy to egesick@weldgov.com. DATE: May 20, 2020 TIME: 9:00 a.m. APPLICANT: Sandra Miranda, Scott Gillis, and Jill and Milton Vega do Sandra Miranda 4754 Tumbleweed Drive Brighton, Colorado 80601 REQUEST: Resubdivision, RES20-0002, for consolidation of Lot 3 and Lot 4 of Minor Subdivision, S-293, into one (1) lot, now known as the Miranda Resubdivision LEGAL DESCRIPTION: Lots 3 and 4 of Minor Subdivision, S-293; being part of Section 1, Township 2 North, Range 63 West of the 6th P.M., Weld County, Colorado LOCATION: North of and adjacent to the 1-76 Frontage Road; approximately 175 feet west of County Road 73 BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO DATED: May 8, 2020 SURROUNDING PROPERTY OWNERS RES20-0002 Owner Address City State Zipcode NORTHWEST LAND CO 600 JOSEPHINE ST DENVER CO 80206-3723 CERVI ENTERPRISES INC PO BOX 1930 GREELEY CO 80632-1930 CHALUPKA LLC PO BOX 2775 LITTLETON CO 80161-2775 VEGA MILTON AND JILL 4754 TUMBLEWEED DR BRIGHTON CO 80601-4648 MIRANDA SANDRA AND GILLIS SCOTT 4754 TUMBLEWEED DR BRIGHTON CO 80601-4648 TRAN LUONG VAN AND HO PHUONGKHANH THI PO BOX 21 ROGGEN CO 80652-0021 CERTIFICATE OF MAILING I hereby certify that I have placed a true and correct copy of the surronding property owners in accordance with the notification requirements of Weld County in Case Number RES20-0002 in the United States Mail, postage prepaid First Class Mail by letter as addressed on the attached list this 8th day of May, 2020. Dated the 8th day of May, 2020. Jessica J. Reid Deputy Clerk to the Board WELD COUNTY COLORADO LAND RECORDS 4/14/2020 AFFIDAVIT OF INTERESTED LAND OWNERS 10:57:46 AM SURFACE ESTATE THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property(the surface estate)within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. 061)1)Lf,.3, V-Mr) Signature �{ - y - ao ao Date Property Owners Within 500 Feet of Parcel # 130301000031 Account Parcel Owner Mailing Address R5048086 130301000011 NORTHWEST LAND CO 600 JOSEPHINE ST DENVER, CO 802063723 R5048386 130301000017 CERVI ENTERPRISES INC PO BOX 1930 GREELEY, CO 806321930 R0057089 130301000028 CHALUPKA LLC PO BOX 2775 LITTLETON, CO 801612775 R0057189 130301000029 GILLIS SCOTT E R0057189 130301000029 VEGA JILL MARIE R0057189 130301000029 VEGA MILTON ESTEBAN R0057189 130301000029 MIRANDA SANDRA 4754 TUMBLEWEED DR BRIGHTON, CO 806014648 R0057389 130301000031 GILLIS SCOTT E R0057389 130301000031 VEGA JILL MARIE Parcels: 6 Owner Records: 13 Page 1 of 3 WELD COUNTY COLORADO LAND RECORDS 4/14/2020 AFFIDAVIT OF INTERESTED LAND OWNERS 10:57:46 AM SURFACE ESTATE THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property(the surface estate)within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Cel) ?4-e/t- Signature t-l - 1y - aoa,o Date Property Owners Within 500 Feet of Parcel# 130301000031 Account Parcel Owner Mailing Address R0057389 130301000031 VEGA MILTON ESTEBAN R0057389 130301000031 MIRANDA SANDRA 4754 TUMBLEWEED DR BRIGHTON, CO 806014648 R8776900 130301000034 HO PHUONGKHANH THI R8776900 130301000034 TRAN LUONG VAN PO BOX 21 ROGGEN, CO 806520021 Parcels: 6 Owner Records: 13 Page 2 of 3 WELD COUNTY COLORADO LAND RECORDS 4/ 14/2020 AFFIDAVIT OF INTERESTED LAND OWNERS 10 : 57 : 46 AM SURFACE ESTATE THE UNDERSIGNED , States that to the best of his or her knowledge the attached list is a true and accurate list of the names , addresses , and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate ) with n 500 feet of the property being considered . This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site , http : //www . co . weld . co . us , and has not been modified from the original . The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date . C\So ,kr _p_j- e_ CI . RiLk.:01 Signature LA. - 4 a -aO ao Date Property Owners Within 500 Feet of Parcel # 130301000031 4iiir Oll f . hf 1 J • r it. — — y'; Ay 1 111 LQ ilikd . F ilik . .1100 f - - • • NV ' k TAW T 6 . INTERSTATE ,71, y i i stil i <ycii i . ALDiplit tills—, las fat, . co. zr -:-Leor., ari • il il 0 ii-, efilb>sraatit R -4 ._r f il- rPt000.-rte°. .1'• • . ..x.. ....i ...to,aarie 4 •., , Is . tH' ' •;r. ... . ti 46:in ease. ca ail INTERS TAW : T �-- — 0. �. a # • a a 'b' o4e I• - _ -? ': 1ti, riL-- - - '�.... . .. _.. - ^, . �.�, �/! s -. . .. ._ + a i • amisisior . - -1 . 4 _ . . IF: " 4 ACI2 4(11 ‘ Al? Lai i IC, 1!1141 Parcels : 6 Owner Records : 13 Page 3 of 3 WELD COUNTY COLORADO LAND RECORDS 4/14/2020 AFFIDAVIT OF INTERESTED LAND OWNERS 10:58:33 AM SURFACE ESTATE THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property(the surface estate)within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. • Signature 1k4 - a.O _O Date Property Owners Within 500 Feet of Parcel # 130301000029 Account Parcel Owner Mailing Address R5048386 130301000017 CERVI ENTERPRISES INC PO BOX 1930 GREELEY, CO 806321930 R0057089 130301000028 CHALUPKA LLC PO BOX 2775 LITTLETON, CO 801612775 R0057189 130301000029 GILLIS SCOTT E R0057189 130301000029 VEGA JILL MARIE R0057189 130301000029 VEGA MILTON ESTEBAN R0057189 130301000029 MIRANDA SANDRA 4754 TUMBLEWEED DR BRIGHTON, CO 806014648 R0057389 130301000031 GILLIS SCOTT E R0057389 130301000031 VEGA JILL MARIE R0057389 130301000031 VEGA MILTON ESTEBAN Parcels: 5 Owner Records: 12 Page 1 of 3 WELD COUNTY COLORADO LAND RECORDS 4/14/2020 AFFIDAVIT OF INTERESTED LAND OWNERS 10:58:33 AM SURFACE ESTATE THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate)within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. C)\P-)1)1-."-f ) 2SJ.,CI Signature 4- 1L{ - ao .e Date Property Owners Within 500 Feet of Parcel # 130301000029 Account Parcel Owner Mailing Address R0057389 130301000031 MIRANDA SANDRA 4754 TUMBLEWEED DR BRIGHTON, CO 806014648 R8776900 130301000034 HO PHUONGKHANH THI R8776900 130301000034 TRAN LUONG VAN PO BOX 21 ROGGEN, CO 806520021 Parcels: 5 Owner Records: 12 Page 2 of 3 WELD COUNTY COLORADO LAND RECORDS 4/ 14/2020 AFFIDAVIT OF INTERESTED LAND OWNERS 10 : 58 : 33 AM SURFACE ESTATE THE UNDERSIGNED . States that to the best of his or her knowledge the attached list is a true and accurate list of the names , addresses , and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate ) within 500 feet of the property being corsidered . This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site , http : //www . co . weld . co . us , and has not been modified from the original . The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date . a. , A C\ Signature LA - 1 ac, ao Date Property Owners VVithin 500 Feet of Parcel # 130301000029 .. . 44 , -1 : ice - • . , : 1/4) :: , is '1 i.y a • . r - - - - ' -• kc _ , r iii\ f, I • _ - '( + . .1 . _ • - _• til 1i . S 29 . . ' • . , ,_. . v „.._ t _1. : iqc\ j, k ..-. f - 'ire ••ti _ if , ., __ . ia : re jib ?c : . 4 I . - . , . - , 1 i rJ '' t .'s ii iialri.E.- 1,0 - ‘ . ' - - ryS _ R It.-- 024lit113 2. Parcels : 5 Owner Records : 12 Page 3 of 3 Ar 1 • r . RESUBDIVISION APPLICATION FOR PLANNING DEPARTMENT USE: DATE RECEIVED : AMOUNT $ CASE # ASSIGNED : APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number(s) 1 3 0 3 0 1 _ 0 _ 0 0 . 0 3 1 & 1 3 0 3 . 0 1 _0 _ 0 0 . 0 2 9 ( 12-digit number - found on Tax I .D . information , obtainable at the Weld County Assessor's Office , or www.weldgov.com) (Include all lots being included in the application area . Attach an additional sheet if necessary.) Legal Description ( s) SEE ATTACHED SHEETS , Section 1 , Township 02 N , Range 1 W Total Acreage: 7 . 9 Existing Zone District : C -4 Proposed Zone District C -3 Existing # of lots : 2 Proposed # of lots : 1 Average Lot Size : Minimum Lot Size Maximum Lot Size 8.828 ACRES Existing Subdivision Name : SUBDIVISION No. S-293 Proposed Subdivision Name : 176 RV STORAGE FEE OWNERS) OF THE PROPERTY (If additional space is required , attach an additional sheet) Name : SANDRA MIRANDA, GILLIS SCOTT E . , VEGA JILL MARIE, VEGA MILTON ESTEBAN Company: Phone #: Email : Street Address : 4754 TUMBLEWEED DRIVE City/State/Zip Code: BRIGHTON/ CO/ 80601 APPLICANT OR AUTHORIZED AGENT (See Below. Authorization must accompany applications signed by Authorized Agent) Name : SANDRA MIRANDA Company: Phone #: 720-244-6076 Email : titlelicencingandcourier@yahoo . com Street Address : 4754 TUMBLEWED DRIVE City/State/Zip Code : BRIGHTON/ CO/ 80601 UTILITIES : Water: LOST CREEK GROUND WATER Sewer: Gas: ATMOS ENERGY Electric: MORGAN COUNTY REA Phone : ROGGEN TELEPHONE Fire: S E . WELD FIRE I (We) hereby depose and state under penalties of perjury that all statements , proposals , and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge . Signatures of all fee owners of property must sign this application . If an Authorized Agent signs , a letter of authorization from all fee owners must be included with the application . If a corporation is the fee owner, evidence must be included indicating the signatory has the legal authority to sign for the corporation . 11\ \ck \_ 30\ )r) ax) Signature : Owner or Authorized Agent Date Signature Owne1` or-Authorized Agent Date Printed Name : Owner or Authorized Agent Date Printed Name: Owner or Authorized Agent Date Updated : January 2020 DEPARTMENT OF PLANNING AND BUILDING ;,..,,.._.1..8..§..i__..4.-!...e• .p' DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17111 AVENUE II ''_ 31.1 _ rz GREELEY, CO 80631 - 01 :4 -4 g 1 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES SANDRA MIRANDA SANDRA MIRANDA I, (We), ,give permission to (Owner—please print) (Applicant/Agent—please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at 35929 176 FRONTAGE ROAD, ROGGEN, CO 80652 See attached shee 2 2 63 Legal Description of Section , Township N, Range W MINOR SUBDIVISION NO S-293 3 Subdivision Name Lot Block Property Owners Information SANDRA MIRANDA titlelicensingandcouner@yahoo corn Phone E-mail Applicant/Agent Contact Information SANDRA MIRANDA titlelicensingandcouner@yahoo corn Phone E-Mail Email correspondence to be sent to Owner ,11 Applicant/Agent O Both El Postal service correspondence to be sent to (choose only one) Owner 11 Applicant/Agent 0 Additional Info 0Owner Signature Al Date 1O Ibil ?°19 Owner Signature Date 7/26/2019 9 DEPARTMENT OF PLANNING AND BUILDING '4ys�l$61 '7' DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1 ' '�---�- � _ 1555 NORTH 17TH AVENUE , 1 t j 'r; )°'. _ T GREELEY, CO 80631 kki,\., AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES SCOTT E GILLIS SANDRA MIRANDA I, (We), , give permission to (Owner—please print) (Applicant/Agent—please print) to apply for any Planning, Building or Health Department permits or services on our behalf,for the property located at 35929 176 FRONTAGE ROAD, ROGGEN, CO 80652 , See attached shee 2 2 63 Legal Description of Section Township N, Range W MINOR SUBDIVISION NO S-293 3 Subdivision Name Lot Block Property Owners Information SCOTT E GILLIS titlelicensingandcourier@yahoo corn Phone E-mail Applicant/Agent Contact Information SANDRA MIRANDA titlelicensingandcouner@yahoo corn Phone E-Mail Email correspondence to be sent to Owner, ® Applicant/Agent O Both 0 Postal service correspondence to be sent to (choose only one) Owner ri Applicant/Agent Fl Additional Info I 9Owner Signature i l ! 111,t Date l (� , (� ( I )O) g /Owner Signature Date 7/26/2019 9 DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT '� 1555 NORTH 17TH AVENUE GREELEY, CO 80631 trT �`�� , �: Ui e U , : Y S AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES JILL MARIE VEGA& MILTON E VEGA SANDRA MIRANDA I, (We), , give permission to (Owner—please print) (Applicant/Agent—please print) to apply for any Planning, Building or Health Department permits or services on our behalf,for the property located at 35929 176 FRONTAGE ROAD, ROGGEN,CO 80652 See attached shee 2 2 63 Legal Description of Section , Township N, Range W MINOR SUBDIVISION NO S-293 3 Subdivision Name Lot Block Property Owners Information JILL MARIE VEGA&MILTON E VEGA jillisg9@hotmail corn Phone E-mail Applicant/Agent Contact Information SANDRA MIRANDA titlelicensingandcourier@yahoo corn Phone E-Mail Email correspondence to be sent to Owner ® Applicant/Agent El Both O Postal service correspondence to be sent to (choose only one) Owner 11 Applicant/Agent F1 Additional Info Owner Signature %J , Pt(a.. Date C1 bi 2-b15 G I Owner Signature IAyfi Date 7/26/2019 9 WESTERN ENGRVEER[NG CONSULTANTS, Vs1 127 S Deriver Ave. Fort Lupton, CO 80621 Tnc 1 2501 Mill Street, Brush, CO 80723 Office: 720-685- 9951 LIE Cell. 303- 913- 7341 , Fax. 720-294- 1330 Email: chadwin. cox(Owesterneci. corn LEGAL DESCRIPTION PARCEL # 130301000029 ( LOT 3) , AND PARCEL # 1303011000031 ( LOT 4) According to Land Title Order No . MIRANDA/GILLIS/VEGA LOTS 3 AND 4, MINOR SUBDIVISION NO . S-293 , ACCORDING TO MAP RECORDED NOVEMBER 18 , 1988 IN BOOK 1216 AT RECEPTION NO . 2162490 , BEING LOCATED IN THE NE 1/4 OF SECTION 1 , TOWNSHIP 2 NORTH , RANGE 63 WEST OF THE 6T" P . M . , COUNTY OF WELD , STATE OF COLORADO October 4t' , 2019 U�IE►� ' RN ENGINEERING CONSULTANTS, 127 S Denver Ave. Fort Lupton, CO 80621 2501 Mill Street, Brush, CO 80723 Inc Office: 720-685- 9951 Cell. 303- 913- 7341 , Fax 720-294- 1330 Email: chad tvin. cox(ajwes terneci. corn February 3rd , 2020 Weld County Planning & Development 1555 N 17th Ave Greeley , CO 80631 RE : 1 -76 OUTDOOR STORAGE - LOT 3 & LOT 4 RESUBDIVISION NARRATIVE Weld County Design Review : Western Engineering Consultants Inc LLC (WEC ) has prepared this cover letter to summarize the Resubdivision submittal for the 1 -76 Outdoor Storage project. The property lies immediately north of 1-76 Frontage Road , approximately 200 feet southwest of the intersection of 1-76 Frontage Road and County Road 73 at th Town of Roggen exit. The 7 . 9 acre property has historically been farm ground with no structures . The use for the last few decades appears to have been various yard storage and in the last decade a cell tower near the center of the lot was added following County approval . PURPOSE / BACKGROUND Sandra Miranda . Scott E . Gillis , Jill Marie Vega , and Milton Esteban Vega purchased the property in 2016 in order to develop an outdoor storage business . No inhabitable space is proposed . Secure access is proposed to be regulated by an electrical gate with keypad access . It is the intent of the owners to combine Lot 3 ( Parcel 130301000029 ) and Lot 4 ( Parcel 130301000031 ) into one lot . ADJACENT USES Developed commercial lots lie northeast of the property . The property immediately northeast has been developed as a motel . The lot just northeast of the 1-76 frontage Road and County Road 73 intersection is a convenience store and gas station . The rest of the surrounding properties are zoned Agricultural within Weld County . Interstate 76 lies approximately 150 feet to the south of the very southern end of the property . RELATIONSHIP TO & IMPACT UPON ADJACENT USES The proposed development of this property will be compatible with surrounding uses near the Interstate interchange and will have minimal effect to surrounding properties and activity . Overall development of this site will be more aesthetic and pleasing than it is now In addition to the consistent current and future uses expected , this 1 -76 Outdoor Storage project proposes screening (6 ft. metal siding or screened chain link) per County requirements along the property boundaries (south , east, north) . The proposed site design will enhance currently barren and vacant land . Some landscaping will be added while being water conscious (Xeriscape and drought resistant vegetation , primarily native grass along boundary) . The proposed grading and drainage system for the new lot layout and access will be a significant improvement to the area providing storm attenuation and treatment where none exists . 1-76 Rv Storage Resubdivision Narrative February 3'1, 2020 Western Engineering Consultants Inc LLC Page 2 of 3 The immediate Off-Site impacts envisioned by WEC will be(those typical to new construction (short term—construction traffic,construction activities, etc) Long term offsite impacts will primarily be based on the additional traffic on 1-76 Frontage road of which no other business appears to access to/from the west EASEMENTS No changes on current easements are proposed SITE LAYOUT The property was previously platted as two lots, and this application for Re Subdivision of the Minor Subdivision S- 293 to combine Lot 3 and Lot for into one Lot Lot 4 is currently zoned Agricultural and is proposed to change to C- 3 Lot 3 is currently zoned Highway Commercial (C-4) and is proposed to be re-zoned to C-3 The owners would like to be able to use both lots for the intended proposed use ACCESS Access to this site will be off the 1-76 Frontage road in a new location that replaces the existing access 50 feet of the access direct from 176 Frontage Road will be paved to meet County vehicle tracking control The remainder of the site access may originally be constructed in a Fire Distnct acceptable all weather material(gravel, road base,etc)but is expected to eventually be paved into asphalt or concrete We have contacted by phone and email(enclosed) CDOT Region 4 Access Management Allyson Mattson to verify if the site has an access permit,we are waiting for a response ZONING, USE, PHASING, and UTILITY DISTRICTS The following summarizes the proposed specifics • Zoning Currently zoned Agricultural(Lot 4)&Highway Commercial(Lot 3) • Proposed Use Business Commercial(C-3) • Type&#of structures to be built None • Water source Bottled Water(No daily employees) • Sewer source Portable Toilets(No daily employees) • Storm sewer A complete extended detention pond has been designed • Gas&Electricity Atmos Energy&Morgan County REA • Fire Protection Southeast Weld Fire Distnct DRAINAGE The drainage of the site will be designed to conform with Weld County criteria GRADING Due to the flat nature of the site a moderate amount of grading will be required to adequately drain the project The site currently balances with a 5 inch finish grade material(base course,asphalt,concrete) Should final pavement materials be thicker than 5 inches then some excess matenals will need to be removed or bermed in various landscape areas Access slopes typically are an average of 3 5%and range from 1 5%to just under 0 7%in some areas No ADA pathways are proposed on site 0 e no office or occupancy locations) If required—an ADA pathway can be defined 1-76 Rv Storage Resubdivision Narrative February 3b, 2020 Western Engineering Consultants Inc LLC Page 3 of 3 UTILITIES The Applicant will have 2 or less full-time employees located on-site,so per Weld County Code,the applicant may use bottled water and portable toilets Electricity will be provided by Morgan County REAI S E Weld Fire Department will be contacted directly to confirm no additional fire improvements are necessary RESUBDIVISION SUBMITTAL CHECKLIST 1 Application Fee Enclosed 2 Application Form Enclosed 3 Authorization Form Enclosed 4 Proof of ownership (Warranty Deed) Enclosed 5 Written Narrative This Document 6 Response to Pre-Application Meeting concerns Enclosed 7 Current recorded Plat Enclosed 8 Resubdivision Plat Enclosed 9 Copy of Easements and List of Mineral Owners Enclosed 10 500 ft surrounding property owners Enclosed 11 Statement of Taxes from the Weld County Treasurer Enclosed 12 Drainage Narrative Enclosed 13 Certificate of Conveyances Enclosed 14 Copy of Title commitment Enclosed CLOSING Based on initial coordination with County staff we are eager to begin the Resubdivision review for the I-76 Outdoor Storage Project' The desired schedule is to achieve approvals and begin Construction within the 30-45 days after receiving approvals that allow for construction to proceed Please contact me with any questions or comments you may have on this Project Narrative Sincerely, Western Engineenng Consultants inc, LLC Chadwin F Cox, P E Senior Project Manager End Complete Resubdivision Applications andAttachments WE►� ' ERN ENGINEERING CONSULTANTS Vcrl127 S Denver Ave. Fort Lupton, CO 80621 T - 1nc LIE 2501 Mill Street, Brush, CO 80723 Office: 720-685- 9951 Cell. 303- 913- 7341 , Fax 720-294 - 1330 Email: Chad win. cox(dwes terneci. corn February 3rd , 2020 Weld County Planning & Development 1555 N 17th Ave Greeley , CO 80631 Weld County Design Review: RE : 1 -76 OUTDOOR STORAGE - LOT 3 & LOT 4 PRE-APPLICATION MEETING CONCERNS Background Information Response : Updated background : Sandra Miranda , Scott E . Gillis, Jill Marie Vega , and Milton Esteban Vega have purchased the property in order to develop an outdoor storage business . No inhabitable space is proposed . Access is proposed to be regulated by an electrical gate with keypad access . It is the intent of the owners to combine Lot 3 ( Parcel 130301000029) and Lot 4 ( Parcel 130301000031 ) into one lot. Building Department Response: No buildings are proposed Health Department Sewage Disposal : Response : 4 owners , at least one ( 1 ) on call at all times . No on-site office ; therefore , portable toilets will be used . ( See Health department notes — Pre-application meeting minutes PRE16-0025 dated February 26 , 2016) . If in the future Owners wants to build an OWTS or be connected to the Town Sewer System (if available) they must follow the procedure according to the Weld County Health Department . Potable Water: Response : 4 owners . at least one ( 1 ) on call at all times . No on-site office . Therefore . commercially bottled water will be used . ( See Health department notes — Pre-application meeting minutes PRE16-0025 dated February 26 , 2016) Public Works : The Colorado Department of Transportation (CDOT) has jurisdiction over all accesses to the state highways . Please contact Gloria Hice- Idler at the Greely office (970-350-2148 or 970-350-21630to verify the access permit or for any additional requirements that may be needed . ( 1-76 Frontage) Response : We have contacted by phone and email (enclosed) CDOT Region 4 Access Management Allyson Mattson to verify if the site has an access permit, we are waiting for a response . February 3rd , 2020 Comments to Pre-Meeting Notes- PRE 16-0255 February 3't', 2020 Western Engineering Consultants inc LLC Page 2 of 3 Engineering Department. Weld County has recently adopted a new stormwater drainage code located under Chapter 23 . Article 12 Storm Drainage Criteria . This area IS within a Non-Urbanizing Drainage Area : Require detention of runoff from the 1 -hour, 100 year, storm falling on the developed site and release of the detained water at the historic runoff rate of he 1 -hour, 10-year storm falling on the undeveloped site for NON URBANIZING areas . Detention pond summarized in a drainage report is required unless the project falls under an exception to storm water detention requirements per code section 23- 12-30 F . 1 . To avoid holding up case processing , a minimum of either a preliminary drainage report or a drainage narrative with exception as shown below must be submitted with 7-day case submittal information . 1 Drainage narrative requirements with exception from detention pond . The drainage narrative must describe at the minimum : 1 . Which exception is being applied for and include supporting documentation . 2 . Where the water originates if it flows onto the property from an offsite source 3 . Where it flows to as it leaves the property 4 . The direction of flow across the property 5 . If there have been previous drainage problems with the property DRAINAGE CODE REQUIREMENTS (informational only) : Section 23- 12-30 . Drainage Policy . Exceptions : EXCEPTIONS TO STORMWATER DETENTION SHALL NOT JEOPARDIZE THE PUBLIC HEAL TH , SAFETY. AND WELFARE OF PUBLIC AND PRIVATE PROPERTY AND SHALL BE LIMITED TO THE FOLLOWING : a . No stormwater detention will be required for sites that meet any of the following conditions . Requirements of the Municipal Separate Storm Sewer System ( MS4) areas remain applicable . 8) Development of sites where the change of use does not increase the imperviousness of the site . The applicants will be required to maintain the historic drainage flows and run-off amounts that exist from the property . Response : A drainage report has been prepared . Planning Department Staff advised the applicants to submit a Change of Zone application to change the zoning to Agricultural so that a USR ( Use by Special Review} Permit for RV and boat storage facility could be applied for as well . Response : The property was previously platted as two lots and will apply for resubdivision of the Minor Subdivision S-293 to combine Lot 3 and Lot for into one Lot. Lot 4 is currently zoned Agricultural and is proposed to change to C-3. Lot 3 is Comments to Pm-Meeting Notes-PRE 16-0255 February 3b 2020 Western Engineering Consultants Inc LLC Page 3 of 3 currently zoned Highway Commercial(C-4)and is proposed to be re-zoned to C-3 The owners would like to be able to use both lots for the intended proposed use Additional fees may be included with the Building Permit such as Road Impact, County Facilities and Drainage fees Please refer to the handout provided Screening of the parking area or outdoor storage may be required from any adjacent landowners or public rights-of-way Response 6 ft high metal fence or 6 ft high screened chain link fence or metal siding fence to be installed around the entire perimeter Please identify any proposed lighting or signs on the Site Plan Lighting needs to be downcast and shielded A 16sf sign is allowed in the Agricultural Zone District, however, if there are potentially any add it ion al or larger signs please include those in the application Response A Photometric Plan has been prepared and an entrance sign is called out in the site plan according to the zoning code Please contact me with any questions or comments you may have on this letter Sincerely, I Western Engineering Consultants Inc, LLC Chadwin F Cox, P E Senior Project Manager Weld County Treasurer Statement of Taxes Due Account Number R0057189 Parcel 130301000029 Assessed To MIRANDA SANDRA 4754 TUMBLEWEED DR BRIGHTON,CO 80601-4648 Legal Description Situs Address MS-3 L3 MINOR SUB NO S-293(IMPS ONLY#MS-3A I-76 CORPORATION) Year Tax Interest Fees Payments Balance Tax Charge 2019 $489 28 $0 00 $0 00 $0 00 $489 28 Total Tax Charge $489 28 Grand Total Due as of 01/28/2020 $489 28 Tax Billed at 2019 Rates for Tax Area 2448-2448 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 15 0380000* $135 34 VACANT COM LOTS $28,337 $8,220 SCHOOL DIST RE3J 18 5320000 $166 80 SPEC PURPOSE- $2,700 $780 LOST CREEK GROUNDWATER(LCG 0 9450000 $8 51 LAND S E WELD FIRE 10 2770000 $92 49 Total $31,037 $9,000 AIMS JUNIOR COLLEGE 6 3540000 $57 19 HIGH PLAINS LIBRARY 3 2170000 $28 95 Taxes Billed 2019 54 3630000 $489 28 *Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES PERSONAL PROPERTY,REAL PROPERTY,AND MOBILE HOMES-AUGUST 1 TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Weld Treasurer 1400 N 17th Avenue, P O Box 458, Greeley, CO 80632, (970)400-3290 Page 1 of 1 Weld County Treasurer Statement of Taxes Due Account Number R0057389 Parcel 130301000031 Assessed To MIRANDA SANDRA 4754 TUMBLEWEED DR BRIGHTON,CO 80601-4648 Legal Description Srtus Address MS-4 L4 MINOR SUB NO S-293 WELD Year Tax Interest Fees Payments Balance Tax Charge 2019 $1,779 30 $0 00 $0 00 $0 00 $1,779 30, Total Tax Charge $1,779 30 Grand Total Due as of 01/28/2020 $1,779 30 Tax Billed at 2019 Rates for Tax Area 2448-2448 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 15 0380000* $492 19 VACANT COM LOTS $112,875 $32,730 SCHOOL DIST RE3J 18 5320000 $606 55 Total $112,875 $32,730 LOST CREEK GROUNDWATER(LCG 0 9450000 $30 93 S E WELD FIRE 10 2770000 $336 37 AIMS JUNIOR COLLEGE 6 3540000 $207 97 HIGH PLAINS LIBRARY 3 2170000 $105 29 Taxes Billed 2019 54 3630000 $1,779 30 *Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES PERSONAL PROPERTY,REAL PROPERTY,AND MOBILE HOMES-AUGUST 1 TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIER'S CHECK POSTMARKS ARE NOT ACCEPTED ON TAX LIEN SALE REDEMPTION PAYMENTS PAYMENTS MUST BE IN OUR OFFICE AND PROCESSED BY THE LAST BUSINESS DAY OF THE MONTH Weld Treasurer 1400 N 17th Avenue, P O Box 458, Greeley, CO 80632, (970)400-3290 Page 1 of 1 Weld County Treasurer Statement of Taxes Due Account Number R0057189 Parcel 130301000029 Legal Description Sites Address MS-3 L3 MINOR SUB NO S-293 (IMPS ONLY #MS-3A I-76 CORPORATION) Account: R0057189 MIRANDA SANDRA 4754 TUMBLEWEED DR BRIGHTON, CO 80601 -4648 Year Charges Billed Payments Balance 2018 Tax $220 26 $220.26 $0.00 Grand Total Due as of 10/02/2019 Tax Billed at 2018 Rates for Tax Area 2448 - 2448 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 15.0380000* $59.55 VACANT COM LOTS $ 12,468 $3,620 SCHOOL DIST RF3J 19.8140000 $78.47 SPEC PURPOSE- $ 1 , 188 $340 LOST CREEK GROUNDWATER (LCG 0.9450000 $3 74 LAND S. E WELD FIRE 10 2650000 $40 65 Total $ 13,656 $3,960 AIMS JUNIOR COLLEGE 6 3050000 $24 97 HIGH PLAINS LIBRARY 3 .2520000 $ 12. 88 Taxes Billed 2018 55 6190000 $220 26 * Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE FnI I fWINC; f)ATF.S • PFRSC)NAI PRQPFRTY RFAI PROPFRTY ANn MC)RU F HOMFS - Al ICJ IST 1 Weld County Treasurer's Office ... In a 1400 N 17th Avenue T %4 PO Box 458 PI r Greeley, CO 80632 _ _f Phone : 970-400-3290 Pursuant to the Weld County Subdivision Ordinance , the attached Statem Issued by the Weld Count Tr ent of Taxes Due y easurer are evidence that as of this date , all current and prior year taxes r - lated . this parcel have been paid in full . c- \ \ 1/ Signe • . ► , �� ' � Date : I Weld County Treasurer Statement of Taxes Due Account Number R0057389 Parcel 130301000031 Legal Description Situs Address MS-4 IA MINOR SUB NO S-293 WELD Account: R0057389 MIRANDA SANDRA 4754 TUMBLEWEED DR BRIGHTON, CO 80601 -4648 Year Charges Billed Payments Balance 2018 Tax $800.92 $800.92 $0.00 Grand Total Due as of 10/02/2019 S0.00 Tax Billed at 2018 Rates for Tax Area 2448 - 2448 Authority Mill Levy Amount Values Actual Assessed WELD COUNTY 15.0380000* $216.54 VACANT COM LOTS $49,665 $ 14,400 SCHOOL DIST RE3J 19.8140000 $285 33 Total $49,665 $ 14,400 LOST CREEK GROUNDWATER (LCG 0.9450000 $ 13 61 S. E. WELD FIRE 10.2650000 $ 147.81 AIMS JUNIOR COLLEGE 6.3050000 $90.80 111611 PLAINS LIBRARY 3 2520000 $46.83 Taxes Billed 2018 55 6190000 $800.92 * Credit Levy ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE CONTACTED PRIOR TO REMITTANCE AFTER THE Fni , nwi zr; nATFS PERSONAL_ PROPERTY. REAL PROPERTY. AND MOBILE HOMES - AUGUST 1 . a ,, , Weld County Treasurer's Office 1400 N 17th Avenue ' I - !, PO Box 458 r p. .N Y♦ Greeley , CO 80632 ., c4 T j Phone : 970-400-3290 Pursuant to the Weld County Subdivision Ordinance , the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and ye ar ear prior taxes r late to this parcel have been paid in full . Signed : Date : 10/z/IQ WES'JERNENGII\TEERLNGcONSULTAT\TTS, 127 S. Denver Avenue, Ft. Lupton CO 80621 Inc LLC 2501 Mill St. Brush, CO 80723 Ph. 303- 913- 7341 , Fax 720-294- 1330 I Email: firstname. lastname dwesterneci. corn February 03 , 2020 Weld County Planning / Engineering 1555 N . 17th Avenue Greeley , CO 80631 RE : 1 -76 Outdoor Storage — Final Drainage Report Cover Letter To Weld County Planning / Engineering : Western Engineering Consultants inc . LLC (WEC ) has prepared this cover letter to summarize the rational used in preparing the Final Drainage Report for the 1 -76 Outdoor Storage site . Included with this letter are the following : • Final Drainage Report • Appendix A • Appendix B • Appendix C • Appendix D The Final Drainage Report ( FDR ) for the 1 -76 Outdoor Storage site ( as well as all runoff calculations) was prepared using both the 2011 and 2016 UDFCD drainage criteria . The project is being resubmitted for Site Plan Review with the 2016 Final Drainage Report . The report was originally prepared assuming that the site was in an urbanizing area . Therefore . following Weld County Code , the proposed detention pond was designed to release to the Historic 5-year runoff rate . The 2011 UDFCD Historic 5-year runoff rate was calculated at 0 . 48 cfs (2011 required no check for time of concentration ) , and the 2016 UDFCD Historic 5-year runoff rate was calculated at 0 . 97 cfs (2016 required a check for time of concentration — see Appendix B ) . The 2016 FDR used the 2016 runoff rate to design the outlet structure release for the detention pond . After receiving comments from the county , it has been determined that this site is in a non- urbanizing area . and therefore requires the outlet structure to release at the Historic 10-year runoff rate instead of the 5-year rate . The 2011 UDFCD Historic 10-year runoff rate was calculated at 1 . 86 cfs (2011 required no check for time of concentration ) , and the 2016 UDFCD Historic 10-year runoff rate was calculated at 3 . 76 cfs (2016 required a check for time of concentration — see Appendix B) . Because the lowest of the two Historic 10-year runoff rates ( 1 . 86 cfs allowable release rate — 2011 ) is still well above the designed outlet structure release rate ( 0 . 97 cfs — 2016) , WEC has decided to submit the detention pond design as- is . Altitude Site Plan Drainage Narrative Update February 03, 2020 Western Engineenng Consultants Inc LLC Page 2 of 2 Please find all supporting calculations attached and please contact me with any questions! Western Engineering Consultants inc, LLC Chadwin F Cox,P E Senior Project Manager FINAL DRAINAGE REPORT FOR I - 76 OUTDOOR STORAGE PART OF THE NE 1/4 SEC 1 , T2N , R63W ROGGEN , WELD COUNTY COLORADO CASE NO . SANDRA MIRANDA 4754 TUMBLEWEED DRIVE BRIGHTON, CO 80601 720-244-6076 Original : August 10, 2016 western EvLUi. mevi,vLU covtisultawts i.IA.c LLC 20 South 5`" .<lvewue su.Cte B "BYI.GJHtOvt., CO 80001 FINAL DRAINAGE REPORT FOR I-76 OUTDOOR STORAGE PART OF THE NE '/a SEC 1,T2N,R63W TOWN OF ROGGEN, WELD COUNTY,COLORADO Prepared For Sandra Miranda 4754 Tumbleweed Dr Brighton,CO 80601 720-244-6076 Prepared By WESTERN ENGINEERING CONSULTANTS inc LLC 20 South 5th Avenue Suite B Brighton,CO 80601 (303) 913-7341 Contact Chadwm F Cox,P E Original August 10,2016 WECI Project No 00 0228 001 00 Weld County Case Number CERTIFICATIONS I hereby certify that this report and plan for the drainage design of I 76 Storage was prepared by me, or under my direct supervision, for the owners thereof, in accordance with the provisions of the Town of Roggen Codes, Weld County Codes, and Urban Drai age and Flood Control Distnct Design and Technical Cntena,and approved va an es and exceptions hereto I understand that the Town of Roggen does not and will no ssu e liability for drainage facilities esigned by others 00 Ch wi F Cox, P Ep REG p Registered Professional Engineer `N at v45F S. State of Colorado No 33802 _(.3 -0 '�� /N-4/1 i Sandra Miranda hereby certifies that the drainage facilities for 1-76 Outdoor Storage design shall be constructed according to the design presented in this report I understand that the Town of Roggen does not and will not assume liability for the drainage facilities designed and/or certified by my engineer, and that the Town of Roggen reviews drainage plans pursuant to Colorado revised Statutes Title 30, Article 28, but cannot, on behalf of Sandra Miranda, Scott E Gallas,Jill Marie Vega, and Milton Esteban Vega,guarantee that final drainage design review will absolve Sandra Miranda, Scott E Gallas,Jill Marie Vega, and iVlilton Esteban Vega and/or their successors and/or assigns of future liability for improper design Ifurther understand that appi oval of the Use by Special Review Site Plan, and/or Final Consti uctaon Plans do not imply approval of my engineer's drainage design S dra Miranda Scott E. Gillis Jill Marie Vega Milton Esteban Vega TABLE OF CONTENTS INTRODUCTION 1 I. GENERAL LOCATION AND DESCRIPTION 1 A. SITE LOCATION 1 B . DESCRIPTION OF PROPERTY 4 II. DRAINAGE BASINS AND SUB-BASINS 4 A. HISTORIC & EXISTING ON AND OFFSITE BASINS 4 B . DEVELOPED ON SITE DRAINAGE BASINS 5 1. Basin A4 (691 acres) 6 2. Basin A3 (0. 952 acres) 6 3. Basin FR (0. 940 acres) 8 III. DRAINAGE DESIGN CRITERIA 9 A. REGULATIONS 9 B . DRAINAGE STUDIES, OUTFALL SYSTEMS PLANS, SITE CONSTRAINTS 9 C. HYDROLOGY 9 D. HYDRAULICS 10 E. WATER QUALITY ENHANCEMENT 10 F. GROUNDWATER 10 IV. STORMWATER MANAGEMENT FACILITY DESIGN 11 A. STORMWATER CONVEYANCE FACILITIES 1 1 B . STORMWATER STORAGE FACILITIES 1 1 C . WATER QUALITY BMP's 13 D. FLOODPLAIN 13 E. GROUNDWATER 13 F. ADDITIONAL PERMITTING 13 V. CONCLUSIONS 13 A. COMPLIANCE WITH STANDARDS 13 B . VARIANCES 13 C . DRAINAGE CONCEPT 14 D . ADDITIONAL ITEMS 14 VI. REFERENCES 15 APPENDICES APPENDIX A Vicinity Map(USGS) Key Map FIRM Panels Soil Survey Map&Soil Legend Geotechnical Study Site Legal Description APPENDIX B Rational Method Runoff Calculations APPENDIX C Empirical Detention Calculations Modified FAA Detention Calculations Required Design Pond Volumes Channel Capacities,etc APPENDIX D I-76 Outdoor Storage Historic/Existing Drainage Plan,Final Developed Drainage Plan, and Grading and Drainage Details(full size—24 x 36) INTRODUCTION This study provides the final design for the construction of the I-76 Outdoor Storage site The overall I-76 Outdoor Storage site is an approximate 6 91 +1-acre property as defined by the legal description in Appendix A The proposed I-76 Outdoor Storage site at full buildout will include 262 RV stalls sized as 12 feet by 30 feet, 12 feet by 45 feet, and 16 feet by 45 feet No current or future office or other building type is planned This area is the lower reaches of Lost Creek drainage way that is tributary to the South Platte River The entire I-76 Outdoor Storage Site and all adjacent and surrounding properties historically release to the lower reaches of Lost Creek drainage way(overland) Lost Creek ultimately outfalls into the South Platte River over 13 miles north by northeast Based on initial coordination with the County,no Final Drainage Studies for adjacent properties were known to exist I. GENERAL LOCATION AND DESCRIPTION A Site Location The property lies in the Northeast '/4 of Section 1,Township 2 North,Range 63 West of the 6th P M The overall I-76 Outdoor Storage property entails 6 91 acres+1-abutting the northern extent of CDOT Interstate 76 nght of way A vicinity and key map of the site are included in Appendix A of this study as well as on the following page The scales below are not accurate since the maps included herein are for exhibit only 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case# August 10, 2016 Page 1 of 15 j . , Cc\ i . \ , 7 - 36 \i ; , • r- II ‘%.-Th \ ) r 1 )1' ; / . ( . A / i 1 1 I s 7 r -...., 4700 'I 7b FRONTAGE Rp _. .r - !'ttpNT ST 01_ $a Cp 1Lanni - Roggen \, ) K ,y qQ v liti 0 / i VICINITY MAP SCALE 1 ' = 1 , 000' LOT 4, MINOR SUBDIVISION NO. S-293, Si , T2N , R63W, 6th P. M. SHOWN VICINITY MAP TAKEN FROM USGS QUAD MAPS - ROGGEN , COLORADO & TAMPA, COLORADO 1- 76 Outdoor Storage Use by Special Review - Final Drainage Report Weld County Case # August 10, 2016 Page 2 of 15 S ¶ E • , , . \ ' (1 , 9 ' 'a ' .7. . ' ‘a .01 • L.. ,• -. p a ID . . _ . ' wk rips LOCATION ,, . _ _ _ _ . • i ...,..„ , ___ y..rKM�gs.w. �,,,•fr..1 ''+'.� a.#1'°~ jam ., _ IIi ti F Or 4‘Prilfre t . ., / aadrele . Or .,,,,,,,r . • .- it . I, -.. ,'::: s 4--a 92 h ctss * _ - — C am P. I' - ..•1, . ' • Cn er - ;:a , 9 er, . , I, . 73 .. 3 E .:4....- ..- 1 � k ..e sia______ _ ....... , .,..„ GOGGLE EARTH MAP SCALE 1 " : 500' Specifically, the proposed 1-76 Outdoor Storage site is the property on the north side of I-76 Frontage Rd. on the west-bound side of I-76 at the Roggen exit (Exit 48). The majority of the Town of Roggen is just southeast of the Interstate 76 Interchange. 1- 76 Outdoor Storage Use by Special Review - Final Drainage Report Weld County Case # August 10, 2016 Page 3 of 15 B Descnption of Property The property is Lot 4,minor subdivision No S-293 According to map recorded November 18, 1988 in book 1216 at Reception No 2162490,being located in the NE ''A of Section 1, Township 2 North,Range 63 West of the 6`''P M,County of Weld, State of Colorado Historically it appears the entire area drained from south by southwest to the north on moderate slopes(varying between 0 and 3%) The property is made up of only one NRCS soil type,NRCS Unit Symbol 49(Osgood sand,0 to 3 %slopes)which is a Group D soil that is well drained Offsite upstream soils were also Symbol 49 (Group D) Soils classifications were taken from Hydrologic Soil Type Map (Appendix A) USDA Soil Survey II. DRAINAGE BASINS AND SUB-BASINS All calculations discussed in Section II are included in Appendix B A Historic&Existing On and Offsite Basins The 1-76 Outdoor Storage Site is solely within the Lost Creek drainage way which is tributary to the South Platte River basin All existing and developed drainage is tributary to the South Platte River The historic and existing basins are shown on sheet 9 of 18 Basin H4(6 91 ac)is the entire Lot 4 parcel that sheet flows from south by southwest to north by northeast Histonc or existing slopes remain moderate—approximately 0%to 3 0% As noted previously,the site is entirely NRCS Soil Type D All runoff values presented herein have been prepared with two methods of check for time of concentration—the UDFCD 2011 equation(L/180+10)and the recently revised UDFCD 2016 equation of (18-15i) +[Ltravel/(60*(24i + 12)(So)"5)] All values provided in italics are as determined by the 2016 time of concentration check In the case of Historic runoff calculations the 2011 UDFCD manual required no check for time of concentration The historic effective imperviousness value assumed was 2 0% The minor(5yr)storm runoff is approximately 0 48 cfs,and the major storm runoff approximately 8 19 cfs The minor(5yr)storm runoff is approximately 0 97 cfs, and the major storm runoff approximately 16 60 cfs The 2016 UDFCD methodology was used for all relevant calculations 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case# August 10, 2016 Page 4 of 15 Basin H3 (0 952 ac)is the adjoining parcel to the northeast of Lot 4 It appears based on the existing topography that historic grades have been slightly revised They remain moderate at 10 to 3 0% The historic effective imperviousness is 2 0% The minor(5yr)storm runoff is approximately 0 10 cfs,and the major storm runoff is approximately 1 72 cfs The minor (5yr)storm runoff is approximately 016 cfs, and the major storm runoff approximately 2 77 cfs Basin FR(0 940 ac)is the adjacent northern 1/2 right of way for I-76 Frontage road south of this property and south of Lot 3 Runoff from this basin historically traveled north by northeast This basin will differ in the Developed calculations only by an assumed 12 foot asphalt lane and 4 foot gravel shoulder widening(not part of this project—assumed for runoff calculation purposes) The historic effective imperviousness is 2 0% The minor(5yr)storm runoff at that time was approximately 0 06 cfs,and the major storm runoff approximately 0 97 cfs The minor(5yr) storm runoff is approximately 012 cfs, and the major storm runoff approximately 1 98 cfs Basin OFF 1 (9 211 ac)is that area upstream of this site that historically could have drained through the 1-76 Storage Site towards Lost Creek and eventually to the South Platte River This basin was historically pasture or farm ground Currently no structures exist in this basin For conservative purposes we have modeled the existing conditions of this basin as fully contributing to the proposed property(Basin A4)at Design Point H3 for downstream emergency overflow considerations—however due to the flat nature of the area it is not likely runoff occurs at the level calculated The historic effective imperviousness is 2 0% The minor(5yr)storm runoff at that time was approximately 0 45 cfs,and the major storm runoff approximately 23 80 cfs The minor(5yr) storm runoff is approximately 0 32 cfs, and the major storm runoff approximately 1713 cfs B Developed On Site Drainage Basins The Developed sub-basins related to this project are shown on sheet 11 of 18 This study provides the final developed drainage characteristics for the—6 91 acre site The primary onsite Developed basin for the I-76 Outdoor Storage site is defined as Basin A4 Basin A3 and FR have been included as Developed Basins due to the location of the proposed pond(Basin A3)and for potential buildout flows for the CDOT Service Road nght of way The weighted average imperviousness for the fully developed site(Basin A4)is 77.35% for asphalt access and parking. However,for conservative purposes 85%was used 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case # ' August 10, 2016 Page 5 of 15 All runoff values presented herein have been prepared with two methods of check for time of concentration—the UDFCD 2011 equation(L/180+10)and the recently revised UDFCD 2016 equation of (18-15i) +[Ltravel/(60*(241 + 12)(So)^5)1 All values provided in italics are as determined by the 2016 time of concentration check Each minor storm event referred to below is the 5 year event and each major storm event referred to below is the 100 year event The 10 year event has also been calculated but not discussed below Calculations are carried out to the hundredths for consistency purposes only 1 Basin A4(6 91 acres) Basin A4 is the entire area expected to receive current and future improvements in the northeast corner of the property Runoff calculations for all proposed buildings,concrete pads and laydown, and access and yard gravel conditions have been included Runoff from Basin A4 will shed from the northeast or southwest towards the concrete trickle pans at slopes of 1 5%to 2%in the center of the drive aisles Once captured in the 2 foot concrete pans the runoff will be conveyed northeast to Design Points 1 and 2(Forebay A and B) Basin A4 utilizes several 2' concrete pans for flow conveyance Pans are all at 0 25%to 0 5%slope Portions of the north and south boundaries of Basin A4 will have a very short 4 1 embankment to provide Pond 3 volume The anticipated effective maximum imperviousness is 47 61 The minor (5yr)storm runoff is approximately 14 56 cfs,and the major storm runoff is approximately 47 89 cfs The minor(5yr)storm runoff is approximately 13 83 cfs, and the major storm runoff approximately 45 50 cfs 2 Basin A3 (0 952 acres) Basin A3 is Lot 3,the adjoining parcel to the northeast of the property which was not originally proposed for development but will be utilized for the project detention pond(Pond 3) No screening for Basin A3 is required Pond 3 ultimately routes flows back to their historic path Runoff from inside Basin A3 will shed overland as it currently does until it reaches either of the two concrete pans which will direct flow to the outlet structure(design Point 3) Pond 3 bottom will cross slope at 1-2%to either of the two concrete trickle pans which direct runoff to the outlet structure 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case# August 10, 2016 Page 6 of 15 The anticipated effective maximum imperviousness is 87 29%analyzed as 100%impervious when full The minor(5yr) storm runoff is approximately 0 45 cfs,and the major storm runoff is approximately 23 8 cfs The minor (5yr)storm runoff is approximately 0 36 cfs, and the major storm runoff approximately 19 22 cfs A detail is included below the following narrative that defines the necessary walls adjacent to the pond embankment The emergency spillway wall at the pond crest is 40-feet long At the downstream toe of the pond embankment is a 40 foot long transition wall which primarily serves as a barrier between the emergency overflow embankment soil nprap and the ungrouted riprap which starts at the toe of the embankment Said 40 foot long transition wall has been designed with a crest of 4706 47 A 60 foot long flow spreader is then located 5 feet downstream of the embankment toe(and grade wall) Said 60 foot long flow spreader wall has been designed with crest of 4707 21 and 2 inch diameter core holes spaced every 5 feet at 4706 46 invert and 4706 96 invert and staggered between each elevation The finish grade at the upstream base of the wall is intended to be 4706 21 The intent of this wall is to serve as a quasi-stilling basin in order for the pond release flows to spread out and be distributed in a historic manner The final improvement to be constructed 1 foot inside the property line is referred to as a grade wall This 80 foot long buried control wall is intended to generally match downstream grades(grade wall set at 4706 20 top) and to uniformly release higher flows Low flows would be released through the grade wall through notches or 2-inch diameter weep holes spaced every 5 feet The design engineer should be contacted to observe the existing grades downstream of the formed wall prior to placement of concrete to recommend if and where weep holes and/or notches should be placed Pond 3 was modeled as 100%impervious for conservative purposes that Pond 3 soils would be saturated from recent storms prior to the minor or major events modeled herein 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case# August 10, 2016 Page 7 of 15 LL z 180 LF EMERGENCY SPILLWAY WAll. SEE DETAIL SHEET 19 24°THICK TYPE 'M' 23408 LF FLOW SOIL RIPRAP ; SPREADER WALL 10)T W/S 49444 MAX 1100yr60/S SLOPE t(TYP) TOW=49100 4942 90 INV=4939 77 BOW=4935 50 - - - - � 260 IF GRADE WALL (4' DEEP MIN) -- TOW=VARIES MATCH EX W/p W/S 2' CONC PAN BOW=4935 50 494151 SEE DETAIL SHEET 17 180 LF TRANSI(ION MATCH OUTLET STRUCTURE WALL(45' DEEP) EX GRADE SEE DETAIL SHEET 19 TOW=4940 00 500 BOW=493550 24"THICK TYPE V 10 00'-- RIPRAP ON 12° DEPTH TYPE H BEDDING POND`A'CROSS SECTION A-A 3 Basin FR(0 940 acres) Basin FR is the I-76 Frontage road northern right of way adjacent to the I-76 Outdoor Storage northeast access frontage Basin FR currently sheds runoff from the center of the Interstate 76 service road runoff to the adjacent roadside ditch between said road and the project site No modification to the existing Interstate service road runoff conveyance is proposed by this project The anticipated future effective maximum imperviousness is 17 93 %(based on a uniform 24 foot wide asphalt roadway—one half of which would crown and drain towards this project) However the roadside ditch serves more as a retention pond than a conveyance as it travels southeast to a point where it does not drain further except under ponding and overflow The minor(5yr) storm runoff is approximately 0 40 cfs, and the major storm runoff is approx 2 99 cfs The minor(5yr)storm runoff is approximately 0 26 cfs, and the major storm runoff approximately 1 44 cfs As noted previously—all calculations noted above are included in Appendix B Through coordination with the County,it appears no prior or current Final Drainage Report exists on file for this property or any immediate surrounding development 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case # August 10, 2016 Page 8 of 15 III DRAINAGE DESIGN CRITERIA A Regulations The calculations provided in this letter report have been prepared in conformance with the "Weld County Storm Drainage Criteria Addendum to the Urban Storm Drainage Criteria Manuals Volumes 1, 2, and 3" (WCSDC-Ref 1) adopted by Weld County October,2006 and "Urban Drainage Flood Control District(UDFCD) Urban Storm Drainage Criteria Manual, Volumes I thru III"(Ref 2),unless otherwise noted All design elements outlined in this letter report,and illustrated in the construction plans,are proposed as final conditions(as directed,assumed,or otherwise prepared) in order to complete the development of this Project B Drainage Studies,Outfall Systems Plans, Site Constraints No apparent Final Drainage Study appears to have been prepared as part of this property in the past Coordination with County staff previously confirmed no Final Drainage Report is known to exist for this property or immediately surrounding developments The constraints identified as part of the design of this project included the following • Minimal existing storm drainage infrastructure in the area • Extremely flat grades common across Northeast Colorado _- C Hydrology The rainfall intensity information was obtained from the NOAA Atlas 14 Volume 8 using 1 hour rainfall depths as taken from UDSDC Manual Vol 1 (Ref 2) The"Weld County Storm Drainage Criteria Addendum to the Urban Storm Drainage Criteria Manuals Volumes 1, 2, and 3" (WCSDC-Ref 1) adopted by Weld County October, 2006 identifies the 100 year and 10 year event storm rainfall data per USDCM (Ref 2)Tables RO-1 through RO-6 or by NOAA Atlas if USDCM Tables RO-1 through RO-12 do not include that area of Weld County Upon review of the aforementioned County Standard(Ref 1),the NOAA Atlas Data denved data per the Urban Storm Drainage Criteria Manual(Vol 1)Figures RA-1 through RA-6 for 1 hour rainfall depths at 2,5, 10,25,50,and 100 year events are as follows WEC Denved from USDCM NOAA Atlas DESIGN STORM 1-hr Event(inches) 2 0 88 5 1 16 10 1 43 100 2 67 The precipitation depth denved from the NOAA Atlas by WEC for the 1-hour design storm was 2 67 inches ramfall depth for the 100-year storm, 1 43 inches rainfall depth for the 10- year storm,and 1 16 inches rainfall depth for the 5 year storm 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case# August 10, 2016 Page 9 of 15 The Rational Method for storm-water runoff calculations,using the Equations as described in the UDFCD(Reference 2)Criteria Manual Chapter 5 Runoff was used to calculate stormwater flows within this study The run-off coefficient'C' values were obtained from the UDFCD(Ref 2)Criteria Manual as well based on the predominate NRCS Soil Type The use of weighted runoff coefficients is to accurately portray the proposed final conditions of the maximum build out(maximum lot coverage)for this project based on the best available information at this time Sole use of Table RO-5 is applicable for Master Plan Drainage analysis including projects of this type—however calculation of proposed final conditions using weighted runoff coefficients provides a more thorough and accurate analysis No additional paving or structures have been analyzed herein beyond what is shown on the enclosed Use by Special Review plans One major offsite basin has been identified to potentially contribute runoff to this project site at this time—Basin OFF1 D Hydraulics The conveyance of onsite site stormwater occurs overland through gravel access areas and ultimately is conveyed via concrete pans or open swales to Pond 3 There are no major drainage ways on this site,but the South Platte River lies approximately 20 miles to the northeast E Water Quality Enhancement Water quality capture volume calculations have been performed based on the onsite basins A4,A3,FR,in accordance with the UDFCD Criteria Manual(Reference 2) F Groundwater Per the Owner a Project Geotechnical Analysis is proposed to be completed High groundwater tables are not currently expected and developed runoff is not anticipated to increase groundwater levels in this area due to the adequate conveyances designed However no subsurface analysis has been performed at this time 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case# August 10, 2016 Page 10 of 15 IV. STORMWATER MANAGEMENT FACILITY DESIGN A Stormwater Conveyance Facilities Initial runoff analysis for stormwater management has been included and presented herein No Master study exists for this area Calculations for empirical water quality volume and UDFCD Modified FAA minor and major storm attenuation based on the release at the 5 year historic rate are included in Appendix C In general the runoff from pervious areas and all disturbed areas as part of this project will be routed overland and ultimately captured by concrete pans and conveyed to Pond 3 Capacity calculations for concrete pans,the proposed Swales,and known piping are provided in Appendix C Urban Drainage UD-Channels spreadsheet was used for typical concrete trickle pan flow analysis A proposed 24 inch RCP is proposed to be installed within the roadside ditch of Basin FR in order to allow flows to pass The proposed pipe is set at the existing slope of the current ditch See also the access on sheet 8 B Stormwater Storage Facilities Stormwater storage(water quality and detention)is currently proposed in Pond 3 Weld County Storm Drainage Criteria Addendum to UDFCD Criteria Manuals (Ref 1)are clear that soil type release rates are not to be used for Weld County Therefore we have calculated the 5 year Histonc release from the site and utilized those rates in combination with the developed imperviousness to determine the appropriate storage volumes per the Modified FAA analysis using the 5 year historic release of Basin H and existing 5 year release of Basin OFF 1 (it is WEC's opinion that I-76 Outdoor Storage should not be required to attenuate OFF 1 existing flows beyond their current release) The Historic release rates from Basin H4 were 0 48 cfs and 8 19 cfs for the 5 and 100 year events per UDFCD point rainfall(NOAA Atlas) The Historic release rates from Basin H per the 2016 UDFCD Tc check are 0 97 cfs and 16 60 cfs The 2016 UDFCD 5 yr release of 0 97 cfs was used to calculate the minor(l0yr)and major(100yr)detention volumes The Modified FAA volume for the I-76 Outdoor Storage Site using fully developed on site characteristics for both the minor and major events equated to 36,908 cft and 73,279 cft respectively(not including water quality capture volume). Said volumes were 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case # August 10, 2016 Page 11 of 15 calculated based on the allowable release rate of 0.97 cfs for the minor(10 year)and the major event(Historic 5 year release of 0.97 cfs). The rainfall IDF values were modified from the Denver area values to match those identified earlier in this study The total volumes used for identifying actual water surface elevations based on the Pond 3 stage storage characteristics were 9,400 cf(empirical wqcv),46,308 cf(10 yr plus wqcv),and 77,979 cf(100 yr plus 50%wqcv). The corresponding water surfaces for Pond 3 are 4707.29(wqcv),4707.64(10 yr and 100%wqcv)and 4707.93 for the 100 yr plus 50%wqcv. The Empirical WQCV and Modified FAA storage volume(at 5 year historic release)methods are included in Appendix C Urban Drainage UD-Detention and UD-BMP spreadsheets are included in Appendix C for the Modified FAA and supporting wqcv and BMP calculations A Discharge Calculations sheet is included in Appendix C that also details the length of emergency overflow wall length for 2X developed on site flows as well as 2X developed on site flows plus peak rational flows for Offsite Basins OFF 1 for a minimum required overflow height of 0 87 feet at 81 16 cfs The proposed emergency overflow water surface of 4709 0 will flow at a maximum depth of 1 07 feet at 115 65 cfs Said wall length for all conditions is proposed at 40 lineal feet along the center of the pond embankment crest Soil riprap is required from the 40 foot long berm crest emergency overflow wall down the embankment to the toe where the transition wall is located,and then ungrouted riprap is to be placed along the 5 feet between the transition wall and flow spreader as well as the 5 feet between the flow spreader and grade wall located adjacent to the east property line Said 40 foot long transition wall has been designed with a crest of 4706 47 A 60 foot long flow spreader is then located 5 feet downstream of the embankment toe(and grade wall) Said 60 foot long flow spreader wall has been designed with crest of 4707 21 and 2 inch diameter core holes spaced every 5 feet at 4706 46 invert and 4706 96 invert and staggered between each elevation The finish grade at the upstream base of the wall is intended to be 4706 21 The intent of this wall is to serve as a quasi-stilling basin in order for the pond release flows to spread out and be distributed in a historic manner The final improvement to be constructed 1 foot inside the property line is referred to as a grade wall This 80 foot long buried control wall is intended to generally match downstream grades(grade wall set at 4706 20 top)and to uniformly release higher flows Low flows would be released through the grade wall through notches or 2-inch diameter weep holes spaced every 5 feet The design engineer should be contacted to observe the existing grades downstream of the formed wall prior to placement of concrete to recommend if and where weep holes and/or notches should be placed 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case # August 10, 2016 Page 12 of 15 C Water Quality BMP's Based on the surrounding grade constraints,neighboring agricultural activities,and distance from a formal outfall,no BMP's in accordance with current UDFCD Volume III cntena(Ref 2)have been proposed for this project beyond two forebays and initial surcharge Basins A4 shall be treated by two forebays each sized at 7 ft by 7 ft with 12 inch storage(18 inch overall depth) See details on sheet 12 D Floodplain This project does not he within a floodplam The entire parcel lies in Zone C The current FIRM Map is 080266 1025 C(Panel 1025 of 1075)dated September 28, 1982 and is included Appendix A Part of this site lies east of the extent of FIRM Map 080266 1025C are not currently mapped by FEMA E Groundwater Runoff is expected moderately infiltrate those areas of gravel or landscape under most minor events Under multiple minor events or major events runoff is expected to sheet flow northwest to Pond Minimal effect to the groundwater is expected F Additional permitting Additional permitting currently expected include the CDOT Access Permit, State SWMP,and Weld County Grading and Erosion Control V. CONCLUSIONS A Compliance with standards This Drainage Study for the 1-76 Outdoor Storage located in Weld County was prepared in conformance with the Weld County Storm cntena(Ref 1)and the Urban Drainage Flood Control District Storm Drainage Design and Technical Cntena(Reference 2) This drainage design and concept quantifies the requirements to manage stormwater runoff B Variances No variance is proposed 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case# August 10, 2016 Page 13 of 15 C Drainage concept The intent of this design is to provide the drainage analysis necessary for attenuation of the runoff generated by the I-76 Outdoor Storage Use by Special Review D Additional Items No additional items were considered at this time 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case# August 10, 2016 Page 14 of 15 VI. REFERENCES 1 Weld County Storm Drainage Criteria Addendum to the Urban Storm Drainage Criteria Manuals Volumes 1, 2, and 3, Weld County Code Article XI and Appendix 8L,October 2006 2 Urban Storm Drainage Criteria Manual, Volumes I-III, Denver Regional Council of Governments, January 2016 and all subsequent updates r 1-76 Outdoor Storage Use by Special Review—Final Drainage Report Weld County Case # August 10, 2016 Page 15 of 15 APPENDIX A Vicinity Map(USGS)/Key Map/FEMA Flood Insurance Rate Map(FIRM), Legal Description,Soil Survey Map and Soil Legend,Geotechnical Report i, \ '\. 1 36 \\\ \`, , , I . 1 1 1 I 1t ! I i 1 ; 1 j i r 1 • �\ iJ. i f Li 1 1 �NTAG, RD ' - 6 • ' 1 76 FRONTAGE RD _ ' FRONT ST _ - 'Rogge n 24 , �; _ Roggen i . \ ) ret Q O , 0 v f \ , il VICINITY MAP SCALE 1 ' = 1 , 000 ' LOT 4 , MINOR SUBDIVISION NO . S-293 , S1 , T2N , R63W , 6th P . M . SHOWN VICINITY MAP TAKEN FROM USGS QUAD MAPS - ROGGEN , COLORADO & TAMPA , COLORADO I `r I iI - il\ I ell IV t . _ i . ... .. ....... , _ . r' Vs.,, . ._. . _,•r _ .. • . . • OCATIC� N / : - . . •., _F - I . . .. T 4 ds,11 . ndtSt 11:01.11.1regraarmdrAllilirraelselle ... ... . rro,s,07 ''''• . 41* - ...„. �..- 398 -i '4. 0 1 3 V -1 . . il .‘ - se i . .� __ __- AaMMISMIMISSaiellinillealMISIS immoweilaMEM•ae .. „‘4441 1r4 . w . diverw'ri �pqI GOOGLE EARTH MAP SCALE 1 " = 500 ' • _ , • - Z G N E A r':: • �. N r. ` N --.-i PP.'. 1F ',.• a F r , • "-•.. ••. .J �y • .-• ..':• •. gli 111. it •-11 - ... 1% r it .. Li? 4 47 or .,-, Lii mike Ill a . i .. . r • �� *, ' Se MAP SCALE 1 " 2000 • �. Y cTn. - _ , (n 1000 0 2000 4000 p•' 1411- F--( 1--1 -4 FEE T _ -f.7, �• t - M E T E F y � - 4 - r» - 0 - trea ' _ 1 35 . • , I36 i - 31 - - JULa •• i' • it • �� 11111 ""� Jiji1E7t�rt rr , riH PANEL 2000E • �� •. 1310000 FT II _1 `` �• - a` . r. .._ FIRM1111-,•_ FLOOD INSURANCE RATE MAP T. 3 N • " WELD COUNTY , - COLORADO 2 N © • AND INCORPORATED AREAS ,...•II L0 PANEL 2000 OF 2250 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) . rlr • 76 IM" CONTAINS I. a COMMUNITY NUMBER PANEL SUFFIX r`#•` y r lNllr WELD COUNTY 08026t 2000 L �� . • 1 r �, . L`� 47 _ ......, ; �.r. 4" 111111 - 1 • ` ...T 1 *" _ -�." ••'S�•, ...,............5‹ _ _ LLO146 • _ -_ •••• • • r, '` ' _ ` 6.. : ' y 1305000 FT• • • • • • • 1 • • • • • • • 1 . • 1•••••• CID • • • • • • • 1 �,_ ._.1 • • • • • • - • • • • • • • • • • • • • • •-km• • • • • • • • • • • • �� . • , � - •U Notice to User The Map Number shown below - .••• �'� .'t' , O 14 9 1 should be used when placing map orders, the •••• }' • •,.„..! X IIIJ Community Number shown above should be •• •- 1111 .. used on insurance applications for the subject • - a 1 community ; . • •• • - V 1 ,1/41vyAR,„...---.....„ 1. MAP NUMBER •;•, �' -'" _:�"_ 08123C2000E rii:�.•• • UIIII 2 �'y i1 • �.. • ,ate °I '�' EFFECTIVE DATE a E�1ND StL JANUARY 20, 2016 1111•._ /P.. ` ,;,ki L IIiI ( Federal Emergency Management Agency I z 11 - 12 _ _ - . I .' This is an official copy of a portion of the above referenced flood map It • ,4 • 4 . 1 300000 FT was extracted using F-MIT On-Line This map does not reflect changes or amendments which may have been made subsequent to the date on the title block For Pie latest product information about National Flood Insurance ;s�'.,'� Program flood maps check the FEMA Flood Map Store at wvvw. msc . fcma. gov PROPERTY LEGAL DESCRIPTION LOTS 3 AND 4, MINOR SUBDIVISION NO S-293, ACCORDING TO MAP RECORDED NOVEMBER 18, 1988 IN BOOK 1216 AT RECEPTION NO 2162490, BEING LOCATED IN THE NE %OF SECTION 1, TOWNSHIP 2 NORH RANGE 63 WEST OF THE 6TH P M , COUNTY OF WELD, STATE OF COLORADO SW:int W' Email Weld County Referral --: ; I., i. March 9,2020 The Weld County Department of Planning Services has received the following item for review Applicant Sandra Miranda, Scott Gillis,Jill Vega and Case Number RES20-0002 Milton Vega Please Reply By April 6,2020 Planner Kim Ogle Project RESUBDIVISION OF LOT 3 AND LOT 4 OF MINOR SUBDIVISION NO 293 FOR REDESIGN RESULTING IN ONE (1) LOT Location NORTH OF AND ADJACENT TO 1-76 FRONTAGE ROAD,APPROXIMATELY 175 FEET WEST OF CR 73 Parcel Number 130301000031-R0057389 Legal LOT 4 MINOR SUB NO S-293, PART OF SECTION 1,T2N, R63W OF THE 6TH P M ,WELD COUNTY, COLORADO Parcel Number 130301000029-R0057189 Legal LOT 3 MINOR SUB NO S-293, PART OF SECTION 1,T2N, R63W OF THE 6TH P M ,WELD COUNTY, COLORADO The application is submitted to you for review and recommendation Any comments or recommendation you consider relevant to this request would be appreciated Please reply by the above listed date so that we may give full consideration to your recommendation Any response not received before or on this date may be deemed to be a positive response to the Department of Planning Services If you have any further questions regarding the application, please call the Planner associated with the request Please note that new information may be added to applications under review during the review process If you desire to examine or obtain this additional information,please call the Department of Planning Services flWe have reviewed the request and find that it does/does not comply with our Comprehensive Plan because I We have reviewed the request and find no conflicts with our interests See attached letter BPascoe 03/09/2020 Signature Date Agency Zoning Compliance VVeid County Planning Dept 1555 N 17th Ave,Greeley,CO 80631 (970)400-6100 (970)304-6498 fax MEMORANDUM TO Maxwell Nader, Planning Services 861 �I�fl D. FROM Melissa J King, PE, Public Works DATE March 25, 2020 14--,_ --- -G O U N T Y SUBJECT RES20-0002 Miranda The Weld County Department of Public Works has reviewed this proposal Staff comments made during this phase of the application process may not be all-inclusive, as other issues may arise during the remaining application process COMMENTS Parcel(s) 130301000029, 130301000031 The project proposes to Resubdivision Lot 3, Lot 4 of Minor Subdivision No 293 For Redesign Resulting in One (1) Lot ACCESS Weld County Public Works has reviewed the application materials related to access All access for the combined parcel will be on Interstate 76 Frontage Road, which is under the jurisdiction of Colorado Department of Transportation (CDOT) The Colorado Department of Transportation (CDOT) has jurisdiction over all accesses to state highways Please contact Tim Bilobran at the Greeley office (970-350-2163) to verify the access permit or for any additional requirements that may be needed (State Highway Interstate 76 Frontage Road) ROADS AND RIGHT-OF-WAY The property is bounded by State Highway Interstate 76 Frontage Road Contact the Colorado Department of Transportation (CDOT) to determine what right-of-way shall be shown on the submitted plat Reference the documents creating the right-of-way Please contact Tim Bilobran at the Greeley office, phone number 970-350-2163 CONDITIONS OF APPROVAL A The plat shall be amended to delineate the following 1 Show the Colorado Department of Transportation (CDOT) right-of-way on the plat along with the documents creating the right-of-way (Department of Public Works) 2 Show the approved Colorado Department of Transportation(CDOT)access point(s)on the plat and label with the approved access permit number if applicable (Department of Public Works) 3 Show and label a 30-ft minimum access and utility easement to provide legal access to the parcel on the plat (Department of Public Works) Prior to Construction A The applicant shall notify Public Works of the anticipated start date and schedule a stormwater inspection If construction has commenced without contacting Public Works,the site will be in violation, a stop work order will be issued, and further enforcement actions may be pursued (Department of Public Works) During Construction A Public Works shall be allowed to enter the premises to inspect temporary control measures(BMPs)for proper installation and maintenance as detailed in the site's Grading Permit Inspections occur to ensure adequate measures are taken to protect the landowner, neighboring properties, adjacent roadways and nearby waterways from the potentially adverse effects of stormwater runoff Inspections shall occur at a frequency determined by the site's compliance, with higher inspection frequencies for non-compliance (Department of Public Works) Prior to Certificate of Occupancy A The applicant shall submit an As-Built Drawing of each permanent control measure, signed and stamped by a Professional Engineer registered in the State of Colorado After the submittal, Public Works shall be allowed to enter the premises to inspect the permanent control measure(s) to confirm proper installation, as detailed in the drawing (Department of Public Works) DEVELOPMENT STANDARDS(NOTES ON THE PLAT) 1 The property owner or operator shall be responsible for controlling noxious weeds on the site, pursuant to Chapter 15, Article I and II, of the Weld County Code (Department of Public Works) 2 All access and utility easements are dedicated for the benefit of all owners of lots depicted on this plat,including owners of future lots created therefrom,regardless of lot configuration or number of users, and without limitation of the use or intensity of the use of such easements No lot owner may install a gate or otherwise impede the use of such easements without the approval of all persons with rights of use of such easements (Department of Public Works) 3 Access on the site shall be maintained to mitigate any impacts to the public road including damages and/or offsite tracking (Department of Public Works) 4 Any work that may occupy and or encroach upon any County rights-of-way or easement shall acquire an approved Right-of-Way Use Permit prior to commencement (Department of Public Works) 5 The historical flow patterns and runoff amounts will be maintained on the site (Department of Public Works) 6 If applicable, once any permanent control measure has passed final inspection by Public Works, the site shall be routinely inspected at a frequency determined by Public Works, usually on an annual basis unless otherwise noted, for the life of the control measure Inspections occur to ensure the permanent control measure remains fully operational and is being adequately maintained according to the site's Operation and Maintenance Plan Upon sale of the property, the responsibility of maintaining permanent control measures shall be transferred to the new owner (Department of Public Works) , sh ; ` f WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT _ _ - 1555 North 17th Avenue , Greeley , CO 80631 www .weldhealth . org Memorandum To: Kim Ogle From : Lauren Light, Environmental Health Services Date: March 24 , 2020 Re: RES20-0002 Miranda , Gillis and Vega Environmental Health Services has reviewed this proposal requesting a resubdivision to combine two lots into one lot of minor subdivision 293 . Lots 3 and 4 will be combined into one lot of approximately 8 acres . A commercial well and commercial on -site wastewater treatment system ( OWTS ) may be installed in the future . We recommend the following appear as notes on the resubdivision plat : 1 . Water service may be obtained from an appropriately permitted well . 2 . The parcel is currently not served by a municipal sanitary sewer system . Sewage disposal may be by septic systems designed in accordance with the regulations of the Colorado Department of Public Health and Environment , Water Quality Control Division and the Weld County Code in effect at the time of construction , repair , replacement , or modification of the system . 3 . Activity or use on the surface of the ground over any part of the OWTS must be restricted to that which shall allow the system to function as designed and which shall not contribute to compaction of the soil or to structural loading detrimental to the structural integrity or capability of the component to function as designed . 4 . During development of the site , all land disturbances shall be conducted so that nuisance conditions are not created . If dust emissions create nuisance conditions , at the request of Weld County Environmental Health Services , a fugitive dust control plan must be submitted . 5 . If land development exceeds 6 months in duration , the responsible party shall prepare a fugitive dust control plan , submit an air pollution emissions notice application , and apply for a permit from the Colorado Department of Public Health and Environment . Health Administration Public Health & Environmental Health Communication , Emergency Preparedness Vital Records Clinical Services Services Education & Planning & Response [ 7] Tele: 970-304-6410 Tele: 970-304-6420 Tele: 970-304-6415 Tele: 970-304-6470 Tele: 970-304-6470 Fax: 970-304-6412 Fax: 970-304-6416 Fax: 970-304-6411 Fax: 970-304-6452 Fax: 970-304-6452 Public Health Maxwell Nader From : Kim Ogle Sent: Monday, March 30, 2020 11 : 53 AM To: Maxwell Nader Subject: FW: COZ20 - 0001 , SPR20 - 0003 , RES20 - 0002/Mirand , Gillis, Vega/Weld County/I - 76 WFR Follow Up Flag : Follow up Flag Status: Flagged From : Hice - Idler - CDOT, Gloria <gloria . hice- idler@state . co . us > Sent : Monday, March 30, 2020 11 : 47 AM To : Kim Ogle < kogle@weldgov. com > Cc : Timothy Bilobran - CDOT <timothy . bilobran@state . co . us> ; Allyson Mattson - CDOT <allyson . mattson@state . co . us > Subject : COZ20-0001, SPR20-0003 , RES20-0002/ Mirand , Gillis, Vega/Weld County/ I -76 WFR Caution . This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. The applicant will not responsible for building any highway improvements , but the access off of the frontage road will require an access permit be obtained . Please have the applicant contract Ally Mattson at ( 970 ) 350 - 2148 for the process . Gloria Hice - Idler Rocksol Consulting ( 970 ) 381 - 8629 10601 W . 10th Street , Greeley, CO 80634 gloria . hice - idterCstate . co . us I www . codot . gov I www . cotrip . org rI 1 CERTIFICATE OF CONVEYANCES WELD COUNTY STATE OF COLORADO DEPARTMENT OF PLANNING SERVICES COUNTY OF WELD Land Title Order No. MIRANDA/GILLIS/VEGA The Land Title Guarantee Company (TITLE INSURANCE or ABSTRACT COMPANY) hereby certifies that it has made a careful search of its records, and finds the following conveyances affecting the real estate described herein since August 30 , 1972, and the most recent deed recorded prior to August 30, 1972 . Legal Description : LOTS 3 AND 4, MINOR SUBDIVISION NO. S-293 , ACCORDING TO MAP RECORDED NOVEMBER 18, 1988 IN BOOK 1216 AT RECEPTION NO . 2162490, BEING LOCATED 1N THE NE1 /4 OF SECTION 1 , TOWNSHIP 2 NORTI1, RANGE 63 WEST OF THE 61H P . M . , COUNTY OF WELD, STATE OF COLORADO . CONVEYANCES (if none appear, so state) : Book 538 Reception No . 1460035 Book 1076 Reception No . 2016574 Reception No . 2692987 Reception No. 3605001 Reception No . 4218364 This Certificate is made for the use and benefit of the Department of Planning Services of Weld County , Colorado . This Certificate is not to be construed as an Abstract of Title, nor an opinion of Title, nor a guarantee of Title, and the liability of Land Title Guarantee COMPANY, is hereby limited to the fee paid for this Certificate. It Witness Whereof, Land Title Guarantee COMPANY, has caused this certificate to be signed by its proper officer this 25th day of September, 2019 at 5 : 00 o ' clock P.M . LAND TITLE GUARANTEE COMPANY By : __ - ;e"g`".`r^S�?s' +7'a:"��,..;A �s�`��'E�� 1':;'r'�,n:'�Y'+ --S,X`�'�'"•�"'�'S.,.�Fa,f�,��4i�`J.y^a1•� -9fi�C'�� "�.�ar a1i.•i ,X y, + •r�;4 4+-d. ,, „:k. 1..s 1.-4 '. X `de 2j� '' c.,, "!•}�§ Fey.'. y,A �,' - ,e.t F+A 'y Y,,l,,,.F• {,, a . Y 1 d 4 � . r 4,yd`+i a 'y -'1,V, i t-aiiirt� � p y ;+,ni}c, �il'e L ' r �'-.. .s l�u�;�s� 11... ty";,,;zyln`�L��4r�x�1r-� :n4ei�S{'sin'',•�i�CwC�4cEii.�lF�F'JG +,Lr:tl'�it i��'`� iFifFla� V�7.i� r , .,„j#4�I}~�r x ' -, a 19"-. ' _ 1ly. _ 0 N'?• '- .•'I '`'r l.f Q 0..Ktd00 N/i T.T a, K�776l 1 lS,'�.:•,r!S,'M4 lIIFf ?14 l .g,q�`,(�� g,�� i,, 4 Z,'- •,lr ►!-I / el `,f M,S7 V.'''.} Moose '1�, ' a A, a'))r SPECIAL WARRANTY DEED '' ft,:'y;;'.'I ' i iS..,,;F,,, r a - THIS DEED made this 29th day of March 1965, between .!'.fir... , to:,1" + DENVER UNITED STATES NATIONAL SANK, a national banking associa- Ai�S,=_, r• , , ;ion, Trustee (herein called "Trustee") and FRANK C. MANN, o f n +' , , Aanme County, Colorado (herein called "Mann"); k ' s.r '') W I T N E S S E T 1I .,,,,.d a� That Trustee, for and in consideration of Ten Dollars I ;ft-":4'l .,ail, ($10.00) and other good and valuable considerations, the receipt !``*' ,' whereof is horeby acknowledged, does hereby are g grant, bargain, sell -, 1,. ,9`&";a and convey unto Mann, the following described lands situate in Weld ,rt:" " " '', •' County, Colorado, t."..tV l, 1 T 2N , R 63W , 6tnP M Gc.*fi Sec. 1. N.1, except those lands conveyed :s out of the NE�t by a deed or deeds I» y• recorded in Book 1537 at page 155 IF'y.,. ,3 and in Book 1548 at page 258 and 4,. •4 1^ , 1t. except those lands conveyed in �' "'• ;�. r ,v•Y that instrument recorded in Book ., hl I4 r•'4�.•.•'+ 1523 at page 404. _'' '= fy`4, 1�O: Sec. 2, EINC', except those lands conveyed ' •-;:..`') iity, ' !s-w in that instrument recorded in ,1. t 'yik. f, .,y'',6 took 1523 at peg° 404, .i E c, � Sec, 3: All of the section 1 ing Werth of , L' y .l'�+ �i a line parallel and 50 it distanC t';'""' ,` �� ` " northerly E.om iha centerline of ' ,. '-r` ,o the main track of the Burling ton & Y' ' li;ir� : Colorado Railroad Company's (row '; ', the gh>.cago, Burlington & Quincy w II )l r�'0 Railroad Company) rnilroad except :..,::..:At.,..:, f''b1; Y1 f1 't ,741 those lands conveyed in that .nstru- , '°'.*'=iti�, merit recorded in Book 1523 at page ... 'F ..;.:;� t- 404. uk" .::.......... t/.,iJ itit r'.$ l�l. xn r? Sec. 4, All of the S1a north of tho Chicago, i +L i 11 -- ^-J Burlington &Quz,ncy Railroad right *; r� ? r of way, except chose lands conveyed E ; •).}a'•'.:,' u-. in that instrument recorded in took 9- 1'-'' 1538 at page 146. %.4 IS " 4 „''1 T. 2 N., R. 62 W., 6th P M. VI �'r h-, ' "Y', .. , Sec. 3: SW,. _' Sec, 5: SEA,NC'r,'and chose parts of the N'Wi N r'n F x+ and V1jNC;, lying north of the Chicago, .. P''�•« Burlington & Ouiney Railroad right �'' ' 4 RA1 ' of way, cxaept thoao lands conveyed o ' :.°: in that in..trumonc recorded in Boole t''..: .LA 1523 at page 404 I :.`T I`•,'Y s Soc. 6 N'-1 excepting the following: ... ' :::r (a) the., lands plai.ccd as the '- N`. " Town of Roggen. 'r :f: l•. O 5 k e,'�.. ••r,, ,-"'-::4-e'-.,-;.4,•. ;"^L,'..-R i1r' -,,.3.,..,:e^'"r ,,„i L9au h, '�,+lc.4 -,-,_"` 'hi"' ' '' ,''Y'.J• ,.,...:("T '.` x 'k ./f, 4 ..�t, Y 3 .#r �.a( Y,cam, , s�,�,+ "+ dry. ''..give-N31,...,!. �,'1'J �a .cs 0.3.rt ,,,,,42 ,?forr,k(7£ r;,t,;;� ., ` ..a !kY,,, ,,,,,,;.:16..,,,,I,„ i k time,'µ- r •55.. .v �" .,i i#" sl hF, 'S' 'c'r r'' .a �cF r .,e: si. Y," .,,,..alS.... .C wt';-, ,"..-00,,A....Yc.S.,e .a�vD..." 4 -!:a...0,..,c2. '�} bSi�'Y,- '*;a C,«�(..a'�k .,.Fde .:'Y'a4.5,.,.m-..." SKLD, Inc LG 5KL15975 WE 1460035-1965 001 i i 4",<' 4.,....-„,„..,„„,:,,,,,,„„.47,,,,,..,.,-,, -- F 4K f „,--T,-3-_„,:z,-:-,,,,_s-.-,v,,,,,, ,, r. •.,......„ ,,,,,,,.,,,,,, ,„.,.,..,,„,,,x1r-c,..!.:-„,,..4 r.; ,i,,,•,.c.e..y.,..„.:o.,,....•.1. `',� i uro ..,..,•`...,"',••ir•'�'"" Y ,"'s ^' l{,,....,.,.,,,,,, 4:....,,,,� r a[' t r 79'a ,k > ,` rqr` ,I " ,,,N14'4,—..':'7 x 1 �,y�' ,•I,a,.., t• a t 'fa, a a r. ,° }.r;i l2, u 4` t yth t`tn'*_ '} µt 'R"°}� .t { y,i4•r'`a r r �'4 y `` �. ,4".P` '+ `,4,4,..4,...1"41:1Z',:'''',: ,"; t 'Faf i' " .,�^� r• el ,�o^�,� i�, ,a�i,�i a,•.�,�..,,,,,,,.„1„,,...,....,,,,,,,.....,.,�,, ,; r x' 5{t�.:rs(�.I (b) those lands platted as the �t F � '1',r. F,;;Y ri First Addition to the Town � " `',:F. 1', of Roggen. 7e�"',-}��fi Ry' , (a) those lands platted as Beggslf' , t`a .3; I Addition to the Town of Reggae. P,? ry, k. ? `I (d) Chose lands conveyed in those " .'; Beads recorded in the Held y.,`�` ' •+„- ?- { County records in Book 373 nt _. : .tr,. Page 179. Book 509 at page 67; Book 688 at page 270 Book 711 "? •''4 at page 215; Book 932 at page `' 422; Book 1192 at page 446; ` v Book 1294 at page 150 and Hook f:,-4 1523 nr page 4104. •atirS' tom'.` T. 3 N. R. 63 W., Gth P, 34 4`4:, bee. 3: All 4 i*• Sec. 4: AU. y"h %...;,,, `_kY� Sec. 9: All SW} All f y„ ,:. ; Sec. 10: Nl,, i rft� Sec. 11: At1 ',y1' Sec. 12. NW'6, N�SJp�� ,# .,,;••1',,f'',, Sec. 13: All �'o � �; .+ Sec, 15 All r e .� Sec. 21., All _ , >v.�.�• Sec. 22: C,SW'k, WIJSCt a,, •e. . F*N Sec. 23: All i •ni 14y.°.- ,, Sec. 24• Su,, N'- 81kNEk, N1S;NRUTC;', i li .,�,: , CIjSWi;NEk SW;CStf;:NEle S li RC , •.'., N NW'LSC.;, S iNCl41v1 ,E'� NEI�NC'v8Ek, it;,...,,,F, f '3,s Nl Nvk.c'tsC'k, 5EkSE:, NkSWkSE'C, . �,A` S,SiSW'cSCk ,;-.. I -Ili' Sec. 25 All v.v..t,,r t ;,:'I, Sec. 26: N'•, SEk 4 1.1 v11'" 4:f Sec. 27 ALl , .,..3,4 it w;t,,,ti Sec. 33. All i •••$, Sec. 34: Al]. +Y� . ,•"1` Sec 35 All ( ` T. 4 N. R. 63'W.,..6th P MI ..,,,„xJ,fi'' A ' „` Sec, 13: Beginning at the Southeast corner t or Suction 13, Township 4 North, +.,ii`�.'], of Range 63 West oC Cho Gth P.M. 1. F. r '{ thence North along the east line =.,r '3'.. of said suction a distance of 3777.7 feet to a a I point on ltta SouCh sida o.•,• 'A what is known as "1hc Lincoln Nigh- .A..,1.--1,.- r`ir,' way" and lhrnce Wcstrily along Lac y '• v south side of said highway) by course kt S�;••; .t,1,,,..!„ ,,, y''' and distance, North 65°50' West �'`• t.•, 5 ,,. 197 root, Soth G4°51' Vest 506 X}' -+�,.1 root, North 84° West 324 feat ace a`'' �' ,..P-.F. ,:; thence South and parallel with the s' e '.1t„ `yam. ' oast lino of said Section a distance r'':'Yi',., x of 3593 8 feet to a point on the `r, '•_.'=1 �t r, i South line or said Section and chance x"']'`h .;�,,'., South 89 MUM slang said south line r; '. t;'-, z.g n diatenco of 976 feat Co the point y ' '•,1- r'''''' of beginning. 1 "t,.'''i, .. ,..,,,, ..., L.r ,.,, kiKs: R- f, .;-‘,1g ' 6 y. KR.:"� ''i�',rl �'!₹=� kc +poi ) ' (�'tyt,� 1'v'+-.t: I,h 7., I p', ,-L fin , r ,a'� �}�r,� r�' yy- i} ,4..e.1,,t cr.t'''71.''-'. ?i:� V'�'i.'IJ1M1, -u' ,5• tt'till t +7 ,�l 1 . i li?.".n ..'F^a �v '.0"..�'y�.•�t"e:a `r�,' Ve4". n,,` 7}� �'k",*._ .fiC+ki.f y 1 s fi -,t" ~ I 4 '',7;,/,~ Y 3 ,! N I{ Y7. 't" J! >'....i&;!•,-,;f s� is:''.t.l t� 'J4ti L "t j. q*' .".`rt x r �. G r'�' 'j;�' ;!,-T#fia w � .1 A( r'l' , e t.•• k ,r, 1J w . t �S � !' 1`+ r� ..P4'...!:1,••,:g i��w •s•3 k.�•r�,�t"�.c.�+S''.?•:::l1�,:My� ,.� x�aeyt�,� ,� ••• •�'9 k`� �{3, i '� T 'f,,. if,. md' 9'F•.q"1 +'.`n 4 .' `:'1,i'-S .i.S 7e4 L'€ 5v4.�i.' 6. ar (F '?: •;•`-'12.&""a;,: O----'""' r c `z��ti=•?i• ia•,,, :�4,.;..Y..' —, '� i4-,s'�L '2L-01-.'Y ... i.r •i° ,,iki , • Yv 3 „..,7'. �-. -• ,•• u^. ',.t,�-S.,.� fry.. '.�.,....�^ .•,S;.yw .i4*. a . .. SKLD, Inc LG SKL15975 WE 1460035-1965 002 I I r � , , _. i 4r r ' a • •i- _ , ` n "k",}:••'ra,'t'�r9} '7'i4Y i` I+, 41 z ' J ,.. •.,r - S.- 't•,•4.r � .4.4 !"i . �� ,.s. 1+"i t? ,{� }i-.. math �,•,a..-� � , a�. .t�.._•4.'?�.�..+-Y h ...R �:.3_.. 4•42',A" r. ,S" Hi.a"•% r,7." r r f „-',k, 1-ks V'efe-ti ."�u'." .7 lief*r� '- f.',y.p:�• ..,�-,'', Lii'. ' 4••1` P 1 • 7 , ' , r , /,':...-1.4 i Ei.ti{ - Sec. 21: Al - r' '; Sec. 22: All r_ ;r�3yi 1.1 "' See. 23; All " t:'� Sec. 24: All w • e. t.' :\a, Sec. 26: All }`r.,c; e' , „ 4 ! )I Sec. 27: All t 1 -,• -.•1. See. 28: All t Sea. 33: All I F,,';r 4, • • + ` Sea. 34, All Sec, 35: All z , • 4 .. " T. 3 N. R 62 W., 6th P M. ' 12,---,'# iL h Sec, •7: All. Pr 4 v, ' Sec. 19: NWVt UkSW% I r.. •�'4 ,.. Sec. 20: VISWk, S1ASEk, NB'SEk 4 -- ,, 4 Sec. 25. SWIaBk, and that part of the l _ ` ; +' SIV., and S 3NC') which lioa South G•. ; tl'tl:) • t , of the South Right. of Way line of U.S riighway No. 6, which line �) is dosaribed as follows: Beginning t on the West line of said SectionI..` 25, 1562.8 feet South of the West IF ' + quarter corner of said Section and I• '' ' ' running thence North 65°39' Cast lh. 1 5726 feel to a point on the Cast I ,, S line of said Section 25, 1691.7 -�`` feet South of the Northeast corner : z Fr • thereof, except those lands con- P. Iveyed in Lhe ins trumenL secorded i' key?,, in Book 1499 at page 120; I Utoeo portions of the N1,St'k and ' s 1, SS-tSEc lying South of the South '"t right of way lino on U.S. Highway { R 6 and North of Highway 52. '; ,. -, r< # Sec. 28• E'_SW'C 111SL" .,,'; ' Sec. 29: N'+„ NIASW'�, SW'dSW1, Wisck, SW'�Stk : r,`.. _ ; .. % See, 30. st;:Sfii,, NW,. S'•NZ., N1V>SNCk k.` • ,I i N'Art, SW;:5'1 ,�N-'.S1 k , , o See, 31• CINE"G, Lot 1, E W't, rt. ,... Sec. 32: IViSc;: W141I'4 R• "„i Sec. 33: SUM, NC14SSh, except those lands F• . • r, - conveyed in the instrument recorded r,.' • , (in Book 1499 at page 120 tl' r'i •.•.. ,- T. 3 N.. R. 61 W 6th P.M •e•` t it:" ? Sec. 30: All thnt portion lying South of 4 U.S. Highway 6 and North of U.S , Highway 52. 'r.. I. ,' :a'• :. ,,'- together with all buildings, structures and fences thereon, all ' G- •t r': f ' .,S t water rights appurtenant thereto, and all estates and hereditaments + s. appertaining thereto. ).. at . Y ', r 3 '• :, It M; ' ' 'f, ., tr r d' C, e F.,,4% � Er rF, , �i i,lky�;� �}.i t{)�4�}y \!f, a� #,P �r h�' T' .: _ ' , - N t , 1 F ate:-- :�-�•-^`+;';•s -•e-.,r�,•; x�+e., .v ;vx,i• v • OT , . - ,,s.,-r:...,W,_yy”s.4.r-,.-- : •,.,:_or .-st._'a .•,. ._..-._.....�..,.. .T}w r.'.�.....sro`Y.":r-.icr»3wis^__..:.�.?'-z ,�•;,i'e�..',:,..�+__..-+,.. t�•!..7^ SKLD, Inc LG SKL15975 WE 1460035-1965 003 7.'''''r. - ,,1 ',•"..-#];'• r.[ 7,-'. --,---',:'"#73',-",r,,:',7,-2,,----- '-‘=-'1".,--',4,7,,'— ;,:;c.1: ---i:-'4-7---.7.4i-i.';' •F ,' - -:a.,W • {.] ic+tv' �.l A?��A>titi�i. t 4'�t y ! f 2A � J i ti F Yt L+i F t rvtc X414- .R. a .erii ?uru d1Le. r*t s Y s5sJN ;,,tsn-1u..1 ig4r'��PV,..1 ,,^tiy i;:;;�y�x_A Tv.f:s, . ..'z-.4 4 , 5 iii43+ ' #4 bsQ 1460138 I`x.a E+'+0 `• • .ii; TO HAVE AND TO HOLD said lands unto Mann, his heirs andil r ,' ; :I, : i •F{ l ' (4,7:1:'.n �.• ,,l assigns forever, and Trustee does covenant and agree to and with 14 #. , g,- -! , Mann that subject only to the following, �' (((...�� 7.i': ;.ya A 1. The lien for real property taxes and any special ,- '? �A .'1 assessments +assessed in 1965, due and payable in 1966, ,, r `��', 'F- .'•.;1 , 2. Easements and rights of way which are of record or y^,•.• -,1 `.'• :". apparent from an inspection of said lands, g7. ;,^r". 'V F 3. All rights existing or of record to the use, ,r:a�N� f-l.,; appropriation, storage and transportation of water from, 14"v-'s L ,,. , over or upon said lands, ;'$ aA �y� 44=.`�f•I .V w. ..N 4. All reservations and grants of oil, gas or other s�` r e ';' ` mineral substances, or interest therein of record, ; • 5. Such state of facts as an accurate survey might '•i.:`— �J 4.+ 4 a- show, 6. The right of George C. Glenn to run and graze his „......;-:7;, P-•ry r,,5.`i.r 4.' ' 1 cattle, horses and their offspring upon said lands until x ''-' - y May 1, 1965, 1 5 1 . 7. The terms of an agreement dated November 23, 1964, 4e, , g ." ` between Trustee and Farr Farms Company, and ;-•:j, P"•. ``. 8. Inclusion of said lands within any special "F;+1 pi.iv,' districts, Fr. re's i ..., ., Trustee will WARRANT and DEFEND the same against the claims and Fk ASiY F . •'wl demands of all persons claiming by, through or under Trustee, but ,, ' F" ' " not otherwise, k 2't: i'" IN WITNESS WHEREOF, this deed is executed by the Trustee on V,,. r,I ;.-4, "1 star' •v ,r,, - r",-..," r ,,�t the end year first above written. yy , y'; .; h,'4 ` •.4 w. .•r DENVER UNITED STATES NATIONAL BANK ';•' a -,a "•;- A ,' 114'' a naLioie- nbanking association, I' ,`' ' t ., 1 W' Trustee /, fitst 4.;a;, 0• `.•i. �' a Beim l uat t car by ''•+.. •.. %rue Officer .' �° v.s• 1 "1."....33.7. 'or COLORADO i .i,'' '•'• SS. :� s CITY AND COUNTY or DENVER .,r The foregoing instrument was acknowledged before me this 29th day r,-:-:' of larch, 1965, by D. McDADE, as TruoL Officer and CHARLES A. PENNY, E.`" ,J,,,•7 r• • no AaaiotanL Trust Officer of DENVER UNITED STATES NATIONAL BANK, c I.'. > � 0 &na§geoal banking association, Truatoo. :`x `'sir• lv ,'° 'fI neon my hand and official seal. -'.•,- �, 1 ,,�._ try ^, i III i.,"•-a s 3 ( G(��/d-x A-I .., , 1 - t p!0 g Notary Public ,A t', ,_,, ` ."j. My 0 scion expires October 21, 19e7. P. • , a , 41C'Af� 1,' ,. 't `�r,'K.S ,-1 '•-�,f ".v"-t�1-••Nr^ti•r,,:Nat■--gar. r�iPFn•,^ • �Y-•r`ytr,-'T''''.' R �7'r,,.'4 - }S - -'cfr,rr - '''74 ±w '' .'6 A,. ,,' '• R,*.4%T .'"?''''f,, '''' • _ *V 'Y a f,'`f, ..+F .. •'T;, T. , •''; 44 iµ. iJ ."t.4442 • •:' 't `.1% - r. "", , •. ,Ly., ,.e Sy i(l ••f.•, ��t.:#�A,..,...n '.•.--., }S'.t�„lz�.7'•.,1:4.4.,,,-�•�.•r:..i',.-.-, ., s, u 4444.',�' _,^Nat •+w:'_.,`„�Y.ify �..-..y mac- ..•.rs��G.-x�4,x._�.�4,..':--,'.. ,..• SKLD, Inc LG SKL15975 WE 1460035-1965 004 •...__. .x.c.4i _-n......� .e•.,.ri.�..:...,..t�t::r,.�=-fe-'w��.—.-�a_S+i�..._..ei_,:.:i-�.r r.�2�,..� !I 1 AR2016S74 g B 1076 REC 02016574 07/10/85 15:25 $6.00 1/002 r," S, -,« F 0841 MARY ANN FEVERSTEIN CLERK 6 RECORDER FIELD CO, CO - • t+ }' PERSONAL REPRESENTATIVE'S DEED '7` '( ai Y LI (Testate Estate) _ ' . . THIS DEED is made by John S. Kemp as Paraanml Representative of the Estate of Frank C Hann, deceased, Grantor, to John S.,Remp as f. `1 trustee of the Pollyanna F. Mann Marital Trust, as to an undivided 41.226% interest; to John S. Kemp, as trustee of the Prances Kelley Trust, as to ,. ) an undivided 29.387X interest. sad to John S Kemp au truatee.of the G , -! •7i Charlene Groves Trust, as to an undivided 29 3572 interest, Grantees •, k, All of theca trusts are created by the Will of Frank C Mann, described gip- J below. The address of John S Kemp is 11610 Brighton Road, Henderson. , } Colorado 80640. �` t ` 1 WHEREAS, the above-named decedent in hie lifetime made and �`, executed hie Leet Will and Testament dated November 15, 1978, which Y ' Will was duly admitted to informal probate on December 29. 1983. by the District Court in and for the County of Adams, and State of Colo- rado. Probate No. 83-PR-382, . WHEREAS. Grantor was duly appointed Personal Representative F' ' .51 of said Estate on December 29. 1983, and is now qualified and acting in r'.l said capacity is ' V VV N0W,THEREF0RE, pursuant to the powers conferred upon Grantor '=` { by the Colorado Probate Code. Grantor does hereby eell, convey. aaaign, a c ,' transfer and set over unto Grantees, in the percentages described above. . a ' t as the persona entitled to distribution of the property, the following • i described real property situate in the County of Wald. State of Colorado. - :r - _ ,' !F. 4 See Schedule A attached r Y also&mowo as street and number N/A ' - With all appurtenances, free and clear of liens and encum- rt y # brances. except for all taxes and assessments due and payable subsequent to the date hereof, and subject to reservations, rights of way, encum- ,} biancee and easements whether of record or of use 1 x .'EXECUTED 4,,.....,„_ ..f 1984 1 4a. , rr..-.te�rr 1 .7° S. Personal preventative -'r '1 h;. of the Estate of Frank C Hann, , 1 Deceased I- , , , ` s`. F, $ STATE OF COLORADO ) ,.. ) •, . Iso i,a eA1.E- COUNTY OF.1P�t.0.F_.. ) _ aV (/ p The egoing instrument was acknowledged before ma this ' c7 day of LL-QL -(.2 , 1984. by John S. Kemp as Personal �Y Representative of th�'Eatate of Frank C. Mann. Deceased. . WITNESS my hand and official seal y i' My Commission expireei �7�' �� s ,i, . '! `L0.. 4t v ��‘ t E ' ce r y ' t, ? .4r; tpRY o Notary public _• ' /rir . �� -_ {'a".. - �: �;,-;rte,...,,:,. ,. ."a-•�,75'T;`s�:; 'i" - y ..h.. _A,.I.L '. r,t. ,,.._..., 4.-.A....'...• ... ,ti.,... . *...s—. ._ ..':'•:•._. ..�..-4:4J.^4 , _'..,_y 11t.., .4,1 a s_. ,..-' 4.t M;_'. ....z ....;4.4 SKLD, Inc LG SKL15975 WE 2016574-1985 001 I.:, ` 7 ,_r' " ,,c a �,-'t0 j.l442 .}' z.,.s 44...=-1:: . .�y f.tt s �.s ..4../� ,`�.Y'6'�i.4'`.1!+xv,O,-,, "'t II 1076 AEC 02016574 07/10/05 15:25 66.00 '2/002-1� • .Lr t, _' }', �.Al F 0842 MARY ANN PCUERSTEIN CLERIC E. RECORDER WELD CO, co,',_ "l ' . ��,,-,,,,N,:-.7...,0- "4F 1 Sohadula A ., `i" °'',ry{ i .; Schedule A to deed of JaUn 5 Kemp as Personal Representative ;�...' ,1.1 ,51 z.` ^Le r, of the Eaeate of Prank C. Mann to John S. Kemp an truatesi f{ W - That part of the NEh Suction 1, Township 2 North, Rangy 63 Wont of , the 6th P.N., Weld County, colorado, described as folloune Beginning -.. .-..1 at the int©reaction of the East lino of said NEIa (said feat line bearing .4'....... 6 - N00°06'N)'aith the Northerly R.O.N. line of Parcel No. 6 described in .. .n''!.7 deed to the flepartmant of Hi hma d, State of Colorado, recorded in w Book 1523 at Pages 404 and 405, weld County rocorda; thence N67°44'W ,' c,, " along said Northerly R.O.W. line 172.3 feat to the beginning of a � ._ curve to the left having a radius of 250.00 feet, a central angle of ! 36°13' and a long chord that bears $95°50'30°B, 155.4 feet; thanco R:..-...','Ii �(r '=;' along the arcof avid curve, 150.0 foot to the and of said curve; s ' • rf• trance 676003'W along said Northerly R.O.W. line a distance of 15.2 5i�' '•�•`u P... '1 thence 569°05°0°W, 922.20 fint of eet; thence 600°211006E,,929.546feetfeet; .�r"a 4', ::' # more or lees to a yeast on said Northerly R.O.W. lios thence along 1�'`.;• f said R.O.N. lino as follows* along a curve to the loft having a radii= of 904.30 feet, a central angle of 33°05'00° and a long chord 1° =' ' it'F_ -; that bearo N41°22'22"E, 514.93 feet; thence along the arc o₹ said ;' ai.�` ;L • -. curve 522.16 feet to the end of said curie; thence N24°50'E 443.60 4;.',, '. e«•` feat to the beginning of a curve to the right having a radius of `i�i'.'.y)1 :'• 's 250.0 font, a central anglo of 51°13' and a long chord that boars v.'.•w, '.4 4. Nb0°26'30°L', 216.11 lost; thence along the arc of said curve 223.40 -,. rl - Y• foot to the end of said curve; thence N76°03'E, 156.60 feat to the rim`:<' true point of beginning containing 10.92 Acres more or lean, portions '_: Ft. of which are aublect to leases to Roggen U-Pump-It and Roggen I-76 ..,• '1 Motel and Cafe. ,t.,:.. 1 'Tat portico of the BE1/4 of faction 1 T bip rn q 2 2 Borth, flange 63 Went of the Birth principal ''" i Meridian, more particularly described au foilse*1 k •,`.i1 '" Beginning at the point off intersection of 1._e"';? ' . ` the east line of said HIL/4, said east line Mf` .'± bearing MOO° 06°W. with the northerly lino of � C,x parcel no. 6 described in deed to t o Department I� [. State of Colorado, recorded in Book ` f. „ 1523 at Pettey► 404 and 405; thence ki67°44°Pd nloag . .' fh said nareheglq line, 54.3 feet to the true point ew.. z of beginning; thence continuing 867°44'W ©long r`"`` n,, said northerly A.O.W. lino, 118.0 feet to a point ti;,. . , of curve; thence on a curve co the loft having a ''.. , ' radius of 250.0 feet; a central angle of 36°13° [ . .. and wheat: long chord boos N83°90°30"61, 133.4 - 4,,'•' `, . ., 4 foot, en arc distance of 158.0 feat to a point �. of tangency; thence 87603°W along said tangent'. Lest; thence _ . '' sF and said northerly 11.0.W. line, 240 'y �£j NO2°03'B, 294.46 foot; thence 1216 03°E I , 24.0 feet '., to a point of ctrsvo; thence on a curve co the ` righta radius 250.0 feet, a central �•..< E L, ; 4`. '- . � eng1Q o!having J 6°7L3° and *ct*eo© long chord bast,® ) '_` . 385°50°30"E, 155.4 feet, en arc distance v'` >' 158.0 feet to a point of t��y; _, 4 AS :.'" 44°8 along said tangent, 116.0 feet; thence •r"'. „ .: 802°09°W 300.0 foot to than true pointsof , ,Y eF .. n,, " beginning and containing 2.009 stereo, * tor, `.', less, ettueto in Weld County, Colorado, aub3ect -?_s.-,!, I ,p to beano to Stuckey's, Inc. '''' ,, . ,, t ;, s fr `�+a . ' s.t. cam` .:.�,er r'.,..r <'� w4 y.i�.� 3, -4,..,. 'emu.,€.;"ss `,'F.:..alt..1.7‘,:...a...,',- ..,'. .;..:''',:`:''''....3"1, SKLC,~Inc LG SKL15975 WE 2016574-1985 002 I110111X III II III IIII MINI VIII III III HMI IIII1911 2AA2AA7 e5/1x/121MA IL MI WW1 Cautaty E. 1 e1 2 R 11 eB 0 11 Be JA Suk1 TnukomeLe Ifiled for record the day of ,A D 19_ at otcleck_M RECORDER, in No Oy DEPUTY Of 0 SPECIAL WARRANTY DEED THIS DEED, wade on this day of between JOHNS KEMP AS TRUSTEE OF THE POLLYANNA P MANN MARITAL TRUST —1,4414514 CF,AND JOHNS KEMP AS TRUSTEE OP THE FRANCES KELLEY TRUST AND JOHN S KEMP AS TRUSTEED",THE CHARLENE GROVES TRUST whose legal address is 11143 RIVERDALE ROAD,,NORTiIGL",NN CO 80213 Grantor fs), state'Documentary rye and ( r TYRONE JACKSON Date ) fu- ( I $ ff 60 whose legal address Is d190W 97Th COURT,WESTMINSTER CO 8003(1 of the Grantee(s) WITNESS, That the Granter for and in consideration of the um of ( 5110 000 00 ) t••One Hundred Ten Thousand and 00/100••s DOLLARS the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these present;does grant bargain sell, convey and confirm unto toe Grantee(s), their heirs arsd assigns forever, all the real property, together with improvements if any situate lying and being in the County of WELD and state of Colored°, described as follows LOTS 3 AND 4 MINOR SUBDIVISION NO S 293 COUNCY OF WELD STA9 E OP COLORADO also known as street nuoher 35927 176 FRONTAGE RD ROGGEN CO 80632 TOGETHER with all and singular and heredi tements and appurtenances thereunto belonging or in anywise appertaining and the reversion and reversions, reiaatndcr and remainders, rents, issues and profits thereof and ell the estate right title interest, claim end denand whatsoever of the Grantor s), clthir in law or equity, of, in and to the above bargained , premises, with the hereof,cement s and appurtenances, TO HAVE AND TO 1101.0 the said premises above battlelneeL end tieserihed.w)th appurtenances, into.the-Grentee(s) their heirs successors and asalgnc forever the Grantor for itself. Ito oikceccors and ensigns, does covenant, , and agree that it shell oral elU ithMtAMI AND-9ORE9E4 0t END the above bargained premises in the gjlet meld peaceable ccssessfon at the Grantee(s), their Metre, suetessors and assigns, against all ord ovary person or persons claiming the whole or any part thereof, by, through or seder the Grunters) 1N WITNESS WHEREOF the Grantor(s) have ex^cured this deed on the date set forth above SEE ATTACHED SIGNATURE PAGE ATTACHED AND MADE A PART HEREOF • STATE OF T _ )ss • County of ) the foregoing instrument was acknowledged before me on thte day of- by SEE ATTACHED I ' My conmisslan expires Witness my hand and official seal Notary Public I _ _ I - Escrowd AC113910 When Recorded Return to TYRONE JACKSON titles FC192165 T„ 4190 N 97TH COURT WESTMINSTER, CO Form Ito CO)gl SW80030 LghteffiLe , SKLD, Ina LG SKL15975 WE 2692987-1999 001 SIGNATURE PACE ATTACHMENT EXHIBIT A7DRSSSl 35927 I-76 FRONTAGE RD By executing this Deed,John S.Kemp vi acting only in a representative capacity,by accepting this Deed,Grantee agrees to look only to the assets of the Trusts for which John S. Kemp is Trustee and which are the beneficial owners of the property described above for breach of any warranty POLLYANNA P MANN MARITAL TRUST, AS TO AN UNDIVIDED 43 226 PERCENT INTEREST ..1 r c ey r aL'*" JOHN-S KBMR, TRUSTEE FRANCES KELLEY TRUST, AS TO AN UNDIVIDED 29.387 PERCENT /INT[.HLST 'WE- JOHNS KEMP, TRUSTEE CHARLENE GROVES TRUST, AS TO AN UNDIVIDED 29 387 PERCENT INTEREST !iTt JOHN S KEMP, TRUSTEE STATE OF COLORADO t1 �1/A'/A�, 100 COUNTY OP IVf" The foregoing instrument was acknowledged before me on this day of May 03. 1999 by OP JOHN S KEMP AS TRUSTEE OF THE POLLYANNA P HANN MARITAL TRUST, AND JOHN S KEMP, AS TRUSTEE OF THE PRANCES KELLEY TRUST, AND JOHN 8 KEMP AS TRUSTEE OP THE CHARLENE GROVES TRUST Witness my hand and seal My commission wires: Ho ry Public MARI C.(MEN Notary Pub'c Salo of Colo,ado AC1B910 FC192165 1111 11111 1111111011111111I91111111111111111IIIII01{ 2692867 05/11/1999 11i20A Mold County CO 2 of 2 R 11 00 D 11 00 JA Suki Taukemeto SKLD, Inc LG SKL15975 WE 2692987-1999 002 oo� I MIME III I illl 09 ��91�l II�lI IIIy111Gl II1I I�DI 1 of 1 R 6.00 D 0 00 Steve Moreno Clerk 8 Recorder QUIT CLAIM DEED THE GRANTOR Tyrone Jackson City of PSL ,County of St Lucie ,State of Fla ,for the consideration of $10 CONVEY and QUIT CLAIM to Homestead Meadows LLC of City of Brush, County of Morgan,State of Colorado ,all interest in the following described real estate in the County of Morgan,State of Colorado,to wit Address is 35929 I-76 Frontage Rd,Roggen,CO 00652 Legal description is Parcel#28 and 31,MS-2A,L2 Minor sub#8-293,and MS-4,L4 Minor sub#8-293,2 lots total aprox 0 acres vacant land Dated this, _4day of Fah ,20 09 Grantor's Signature Print --�� / Recipient Signature Print nf V.L 5'0rl Stake of C dko caa(LT) ,County on-00110e.( I,Jon ' lC_�+D ,Notary Public in and for the state of / tt ` y�� ,do hereby ce that on thisra day of fi ecl 200q,personally appeared before me \t t r ' G`k."1"w" known to be the s individual descnbed in and who executed the within instrument and acknowledged that -f"1 PO riejtckseri signed the same as '/j/4/7 r 12 G -sf i free and voluntary act and deed for the uses and purposes herein mentioned Gwen, der my hand and official seal this- day of Feb 20651 Commission ex es , 202_ o Public `11 ^• r'' G. k' `C 1.3q4," � 'r^rr,uon SKLD, Inc LG SKL15975 WE 3605001-2009 001 I - 4218364 07/12/2016 04 03 PM Total Pages 1 Rec Fee $11 00 Doc Fee $8 00 Carly Koppes- Clerk and Recorder, Weld County, CO Sege Doannwlmy Fee Warranty Deed D 8.2 Jame 30,2088 (Am=to 36-3 -113 GR.S.) 8.00 TIES DEED,made on Jan=36,2018 by saadassraxe MEADOWS LLC,A COLORADO LIMITED LIABILITY COMPANY AND TYROM JACKSON Grantor(s),of the County of WELD and State Of NEVADA for the conslde:ation of (Ssagm00)are E y 3ho0sesxl and 60/100"4 dollars la hand paid,hereby sells and coveys to SANDRA DORANDA AND SCenT E.GILLIS AND JILL MARIE VEGA AND M.T1ON EST VEGA Gran6ee(a),whose etneet addtene is 4754 TUMBLEWEED DRIVE BRIGHTON,CO130601,County of ADAMS,and State of COLORADO,the following real property in the County of Weld,and State of Colorado,to wit Lars a AND 4,MINOR SUBDIVIRION NO 6-283.ACCORDING TO MAP RECORDED NOVA 18,1938 IN EOOn 1216 A3 BE ION NO.1162494 11BING LOCATED T31B NE 1/4 OF FWfltarr 1,TOWNSHIP 3 NOR'rife RANGE 63 WEST OF 70NrE 6TII P.a COUNTE OP WELD,STATE OF COLORADO also known by street and number as 358291-75 FRCKKAGE ROAD Whit alt ite aPPIntnalinDEE and warren the the to the same,eublect to general toes for the year 21116 and those sp€ctf is Exceptions &scribed by measure no recorded document*as reflected rn the Tide mane accepted by Grantee(s)to accordance with Record tide Matters(Section 8.2)of the Contract to Nary and Sell Real Estate relating to the above alescribed realproperly;disc ibutrwl utility easements,(including cable 11,9;those specificallydexribed rights ofdrfld parties not shown by the public words of whichGrmatee(s) has actual knowledge and which were ant speed by Grantee(s)to accordance with Off-Record Tide Matters(Section 83)and Current Survey Review(Section 9)of the Contract to Ettor and Sell Real Estate relating to the above described real prngrcrty,inclusions of the Property within ony spode tort district,Any special assessment if the unproven:unproven:ems were not msolled as of the date of Buyer's signature on the Contract to Buy and Sell Real Estate whether assessed prior to crofter Closing,and ether NONE HOMEMEADMEADOWS ('ato AnQI uton cry ER SLAtall Ftiq C ,o�wfr ISInto Wiles S BAIR= AS=OMITS'DiFACT My 14 1,020 State of TEXAS ) )BE. Cain y of HARRIS The foregoing imminent wets srwledged before me on this day of Jane 30,2016 by RICHARD PICKAARD, MEMSERIMANAGER CIF SIOMESTEA19 MEADOWS ELC,A COLORADO LIMITED ZIABILIIlY COMPANY,AND AS ATTORNEY IN FACTPORTYSO1E JACKSON Notary Public My commazton expires /11 44181'f €40.00 When Recorded MusaMusato SAI4DRAMIRANDAAND SCOTT B GILLIS 4754 TUMBLEWEED DRIVE BISIGRTON,CO 85501 r� ._•,�!e Poem 13050 12/2015 mLi6.odt 1-16 Waaany Deed(Photographic) FCC25136616 {244629877 """'""'"' SKLD, Inc LG SKL15975 WE 4218364-2016 001 Case #: RES20-0002 Name : Sandra Miranda . Scott Gillis . Jill Marie Application Review Notification Card Vega and Milton Esteban Vega Proposed Project: Resubdivision of Lot 3 and A public hearing will be held before the Weld County Board of Lot 4 of Minor Subdivision No . 293 for redesign '1/4' �' _ - County Commissioners ( BOCC ) . This hearing will be held in resulting in one ( 1 ) lot. Da the Hearing Room , Weld County Administration Building , 1 150 Location : North of and adjacent to 1 -76 Frontage 1J . O Street, Greeley , Colorado . Please note the hearing date and Road ; approximately 175 feet west of CR 73 . Planner: Kim Ogle Weld County Planning Services time listed on the other side of this card for the proposed pro- Comments ► ' v T „ J� p p p Comments due by : April 6 , 2020 ! 1555 N 17th Ave • -,. G O L N ject. Greeley CO 80631 BOCC Hearing Date : May 20 , 2020 at 10 am ( 970 ) 353-6100 ext. 3540 If you would like more information regarding this proposal and the conditions that must be met, the file is public information and is available for review at our office . You may also view the file online at https : //accela-aca . co . weld . co . us/citizenaccess/ by inserting the case number. Comments or objections related to the request should be submitted in writing to the Weld County Department of Planning Services , 1555 N 17th Ave , Gree- ley CO 80631 , on or before the date of public hearing . _•J -w 1 ,,,,i a .-- ,r• I l 4--r- ATTENTI N Proposed r I � ' - '�O e ated to this Site Specific Development Plan and Use by -- --- -- • Y' � '� Special Review Permit request including, but not limited to, the number of allowable employees, --• - '� t hours of operation, screening, and number of allowable vehicles and vehicle trips are subject to •--� _ _ ':.� -=1 t . '•' change or removal at both the Planning Commission and Board of Commissioners hearings - _�--------- -� - � ' . 951 C I SURROUNDING PROPERTY OWNERS RES20-0002 NAME ADDRESS CITY,STATE ZIP NORTHWEST LAND CO 600 JOSEPHINE ST DENVER CO 80206 CERVI ENTERPRISES INC PO BOX 1930 GREELEY CO 80632 CHALUPKA LLC PO BOX 2775 LITTLETON CO 80161 IRAN LUONG VAN PO BOX 21 ROGGEN CO 80652 CERTIFICATE OF MAILING I hereby certify that I have placed a true and correct copy of the surrounding property owners in accordance with the notification requirements of Weld County in Case Number RES20-0002 in the United States Mail, postage prepaid First Class Mail by letter as addressed on the attached list this 9th day of March, 2020 Dated the 9th day of March, 2020 Kristine Ranslem Recording Secretary for Planning Commission WELD COUNTY COLORADO LAND RECORDS 9/19/2019 AFFIDAVIT OF INTERESTED LAND OWNERS 9 39 57 AM SURFACE ESTATE THE UNDERSIGNED , States that to the best of his or her knowledge the attached list is a true and accurate list of the names , addresses. and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered . This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site. http ,//www co .weld . co us . and has not been modified from the original The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date { ID\ Signature )ba-el. -- -- Date Property Owners Within 500 Feet of Parcel # 130301000029 Account Parcel Owner 1 Mailing Address 'R5048386 130301000017 e CERVI ENTERPRISES INC PO BOX 1930 GREELEY, CO 806321930 R0057089 130301000028 CHALUPKA LLC PO BOX 2775 LITTLETON , CO 801612775 - - 4 R0057189 130301000029 GILLIS SCOTT E R0057189 130301000029 VEGA JILL MARIE IR0057189 130301000029 'SFVEGA MILTON ESTEBAN R0057189 130301000029 MIRANDA SANDRA 4754 TUMBLEWEED DR BRIGHTON , CO 806014648 R0057389 130301000031 GILLIS SCOTT E R0057389 130301000031 VEGA JILL MARIE R0057389 ; 130301000031 VEGA MILTON ESTEBAN Parcels : 5 Owner Records . 12 Page 1 of 3 WELD COUNTY COLORADO LAND RECORDS 9/19/2019 AFFIDAVIT OF INTERESTED LAND OWNERS 919 . 57 AM SURFACE ESTATE THE UNDERSIGNED , States that to the best of his or her knowledge the attached list is a true and accurate list of the names addresses and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http .//www. co weld co .us, and has not been modified from the original . The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date , l j Signature \ \ 30-1)a0 Date Property Owners Within 500 Feet of Parcel # 130301000029 Account Parcel Owner Mailing Address R0057389 1130301000031 MIRANDA SANDRA 4754 TUMBLEWEED DR BRIGHTON . CO 806014648 R8776900 130301000034 HO PHUONGKHANH THI R8776900 130301000034 TRAN LUONG VAN PO BOX 21 ROGGEN , CO 806520021 Parcels . 5 Owner Records 12 Page 2 of 3 WELD COUNTY COLORADO LAND RECORDS 9/19/2019 AFFIDAVIT OF INTERESTED LAND OWNERS 9 3957 AM SURFACE ESTATE THE UNDERSIGNED . States that to the best of his or her knowledge the attached list is a true and accurate list of the names . addresses . and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site , http://www.co weld co .us, and has not been modified from the original The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date 'h\LASignature I\ -2)() \ JO -L) Date Property Owners Within 500 Feet of Parcel # 130301000029 -, .-te..447, • v 1-•"): .-1-- . tc ,4 all' li 1i >1 ti _ 'a Ts : W . iittSci . . -Nti,ernaltsi. _ ,, _ ; . „ :,... �- :,S' . - A tit g:114.15 4 I 1G. ctS"PE S 2ND S--\ -"tf-CParcels 5 Owner Records . 12 Page 3 of 3 WELD COUNTY COLORADO LAND RECORDS 9/19/2019 AFFIDAVIT OF INTERESTED LAND OWNERS 9 31 44 AM SURFACE ESTATE THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names addresses and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site , http -//www co. us, and has not been modified from the original The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date 0-) Si nature 3D )--D - Date Property Owners Within 500 Feet of Parcel # 130301000031 Account Parcel Owner Mailing Address R5048086- 130301000011 NORTHWEST LAND CO 600 JOSEPHINE ST DENVER, CO 802063723 R5048386 130301000017 CERVI ENTERPRISES INC PO BOX 1930 GREELEY , CO 806321930 r R0057089 130301000028 CHALUPKA LLC PO BOX 2775 LITTLETON, CO 801612775 R0057189 130301000029 GILLIS SCOTT E R0057189 r 130301000029 VEGA JILL MARIE R00571891 130301000029 VEGA MILTON ESTEBAN , R0057189 130301000029 MIRANDA SANDRA 4754 TUMBLEWEED DR BRIGHTON , CO 806014648 1R0057389 130301000031 GILLIS SCOTT E [R0057389 130301000031 VEGA JILL MARIE Parcels 6 Owner Records 13 Page 1 of 3 WELD COUNTY COLORADO LAND RECORDS 9/19/2019 AFFIDAVIT OF INTERESTED LAND OWNERS 9..31 44 AM SURFACE ESTATE THE UNDERSIGNED. States that to the best of his or her knowledge the attached list is a true and accurate list of the names . addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www co weld .co.us, and has not been modified from the original The list compiled for the records of the Weld County Aflessor was assembled within thirty days of the applications submission date 7 Li) Signature \ 3U11u?c) Date Property Owners Within 500 Feet of Parcel # 130301000031 Account Parcel Owner - Mailing Address R0057389 , 130301000031 VEGA MILTON ESTEBAN I * R0057389 130301000031 MIRANDA SANDRA 4754 TUMBLEWEED DR BRIGHTON, CO 806014648 - l i , R8776900 130301000034 HO PHUONGKHANH THI R8776900 130301000034 TRAN LUONG VAN ' PO BOX 21 I ROGGEN ,N , CO 806520021 Parcels 6 Owner Records 13 Page 2 of 3 WELD COUNTY COLORADO LAND RECORDS 9/19/2019 AFFIDAVIT OF INTERESTED LAND OWNERS 9"31 44 AM SURFACE ESTATE THE UNDERSIGNED States that to the best of his or her knowledge the attached list is a true and accurate list of the names addresses and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the properly (the surface estate) within 500 feet of the property being considered This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site , http //www .co.weld . co . us. and has not been modified from the original The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date . 2 Signature t \ >st) 1 ATIC Date Property Owners Within 500 Feet of Parcel # 130301000031 Iis A r y, S . . j • , ? .. . t 1 a • . T4*--; - 441O F o 6 _ tii Srq • , --:.: GF � Q IS .! _ l j ,• 1 000000000re_ ale . :.11/4111:111D '�_ t 10,i� � 5 as g � ._ 11t - . ikatinSrililie RONTr IS �.4 _ 7 . ,•� Parcels 6 Owner Records . 13 Page 3 of 3 AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE Property Legal Description(s) SEE ATTACHED SHEET Parcel Number(s) 1 3 0 3 . 0 1 _ 0 _ 0 0 . 0 2 9 & 1 3 0 3 . 0 1 _ 0 _ 0 0 . 0 3 1 - - - & - - - - ( 12-digit number - found on Tax I D information obtainable at the Weld County Assessor's Office. or www weldgov corn ) (Include all lots being included in the application area If additional space is required attach an additional sheet) THE UNDERSIGNED . being first duly sworn states that to the best of his or her knowledge the attached list is a true and accurate list of the names . addresses . and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of property (the surface estate) within five hundred feet of the property being considered This list was compiled from the records of the Weld County Assessor. or a person qualified to do the task . and shall be current as of a date no more than thirty days prior to the date the application is submitted to the Department of Planning Services (k._ 113oh(Qc Signature Owner or Authorized Agent Date Signature Owner or Authorized Agent Date Printed Name Owner or Authorized Agent Date Printed Name Owner or Authorized Agent Date W WESTERN ENGINEER!!VG CONSULTANTS, _ 127 S Denver Ave. Fort Lupton, CO 80621 T _ _ 2501 Mill Street, Brush, CO 80723 1 Office: 720-685-995i nc LIE Cell. 303- 913- 7341 , Fax 720-294- 1330 Email: chadu►tn.colfai vesterneci.com LEGAL DESCRIPTION PARCEL # 130301000029 ( LOT 3) , AND PARCEL # 1303011000031 (LOT 4) According to Land Title Order No. MIRANDA/GILLISNEGA LOTS 3 AND 4, MINOR SUBDIVISION NO. S -293, ACCORDING TO MAP RECORDED NOVEMBER 18, 1988 IN BOOK 1216 AT RECEPTION NO. 2162490, BEING LOCATED IN THE NE 1/4 OF SECTION 1 , TOWNSHIP 2 NORTH , RANGE 63 WEST OF THE 6TH P. M. , COUNTY OF WELD, STATE OF COLORADO October 4th, 2019 ran LAND SERVICES OIL AND GAS TITLE P . O . Box 336337 Phone ( 970 ) 351-0733 Greeley, CO 80633 Fax ( 970 ) 351 -0867 LIST OF MINERAL OWNERS AND MINERAL LESSEES for NOTIFICATION ( Sandra Miranda , Scott E . Gills, Jill Marie Vega , and Milton Esteban Vega Property) Subject Property : Township 2 North, Range 63 West, 6th P . M ., Weld County, CO Section 1 : Lot 3 and 4, Minor Subdivision No . S- 293, according to that certain map or plat recorded November 18, 1988 in Book 1216 under Reception No . 2162490, being in the NE % Zeren Land Services, an oil and gas title research company, states that to the best of its knowledge the following is a true and accurate list of the names and addresses of the mineral owners and mineral leasehold owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes § 24-65 . 5 - 101 , et seq . in the Subject Property based upon the records of the Weld County Assessor and Clerk Recorder as of October 1 , 2019 at 7 :45 a . m . : Mineral Owners : Mineral Leasehold Owners: Hobe Minerals LLC None ( entitled to notice ) 7475 Highland Drive Lakewood , CO 80214-4531 Dated this 7th day of October, 2019 . ZEREN,)AND SERVICES; 7,e, r By : Cynthia A . E . Zeren , C Certified Professional La dman #4044 Page 1 of 2 At the request of Western Engineering Consultants, Inc . , LLC ( " Client" ) , Zeren Land Services, an independent land consulting firm , has prepared the foregoing list of mineral estate owners entitled to notice under the Surface Development Notification Act, Colorado Revised Statutes § 24- 65 . 5- 101, et seq . Zeren Land Services, searched ( i ) the records of the Weld County Assessor relating to the Subject Property for persons identified therein as mineral estate owners, and ( ii ) the records of the Weld County Clerk and Recorder relating to the Subject Property for recorded requests for notification in the form specified in the Surface Development Notification Act . The results of these searches are set forth above in this List of Mineral Owners Entitled to Notice . At the date of the search , the records of the Assessor and the Clerk and Recorder were posted through October 1 , 2019 at 7 : 45 A . M . Zeren Land Services, agreed to prepare this listing for the Client only if the Client agreed that the liability of Zeren Land Services, would be strictly limited to the amount paid by the Client for such services . Zeren Land Services, makes no warranty, express, implied or statutory, in connection with the accuracy, completeness or sufficiency of such listing of mineral estate owners . In the event the listing proves to be inaccurate , incomplete, insufficient or otherwise defective in any way whatsoever or for any reason whatsoever, the liability of Zeren Land Services, shall never exceed the actual amount paid by Client to Zeren Land Services, for the listing . In order to induce Zeren Land Services, to provide such services, Client further agreed to indemnify and hold Zeren Land Services, its managers, members and employees, harmless from and against all claims by all persons ( including, but not limited to Client) of whatever kind or character arising out of the preparation and use of each such listing of mineral estate owners, to the extent that such claims exceed the actual amount paid to Client by Zeren Land Services, for such listing. Client specifically intends that both the foregoing limitation on liability and foregoing indemnification shall be binding and effective without regard to the cause of the claim , inaccuracy or defect, including, but not limited to , breach of representation , warranty or duty, any theory of tort or of breach of contract, or the fault or negligence of any party ( including Zeren Land Services ) of any kind or character ( regardless of whether the fault or negligence is sole, joint, concurrent, simple or gross ) . Client's use of this listing evidences Client's acceptance of, and agreement with, this limitation on liability and the indemnification . ZEREN LAND SERVICES Date : October 7 , 2019 fi By : /yet, Cynthia A . E . Zeren , as Pr4lent Page 2 of 2 I I WESTERN ENGINEERING CONSULTANTS, Inc. LW 1 - 76 RV STORAGE CHANGE OF ZONE SUBMITTAL Water : Proposed Commercial Well Sewer : Proposed Commercial Septic USDA United States A product of the National Custom Soil Resource Department of Cooperative Soil Survey . Agriculture a joint effort of the United Report for N RCS States Department of Agricultuz:ctte d ot WeWeld County Federal ty , Natural agencies including the Resources Agricultural ExperimentColorado Conservation Stations . and local Service participants o uSouthern Part 2 ,. .._ , t — Yy ra L. 4,,4_, 4, - , __ht , ,,,.:., .. „, ._.,....,.. ,...„ „.. ,.a.,..tt. ,. , , . . _ . ,.. _. : * „ .. V . , ,„ 2, t , , , , _. :-„-,..,-4, _. .. r �Y Kati - .. ) ,-- • :it tr-- _ , . .t.;_da,r--P i ... , 1,0,41 ., . . 41 - ,w. A ' ' " i a ii....4 M - fjJ I ,itt Age IIC'edg'.. -aaall Air ... --t.rdrarealree 'r .- y — r !f 1.1,1);,, . i . 4 A . ' t fl øL1 ;; :iix . 1-+.: wrel * .•-• h .. 0 0ri!ii ..ret:if;er -...%.....4.4...... ......%6%4...... . T. -.- f, - 1 _ __0:41 1 s..... a ,_ _a,. _f wry - - iir . - } .., . .r...;,.. Y;c� 0 I I I I I I 8 . 000 ft :J .«�. ' �� March 22 ; 2016 Preface Soil surveys contain information that affects land use planning in survey areas . They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas . Soil surveys are designed for many different users . including farmers , ranchers , foresters , agronomists , urban planners . community officials , engineers . developers , builders . and home buyers . Also , conservationists , teachers , students , and specialists in recreation , waste disposal , and pollution control can use the surveys to help them understand . protect . or enhance the environment . Various land use regulations of Federal . State , and local governments may impose special restrictions on land use or land treatment . Soil surveys identify soil properties that are used in making various land use or land treatment decisions . The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses . The landowner or user is responsible for identifying and complying with existing laws and regulations . Although soil survey information can be used for general farm , local . and wider area planning . onsite investigation is needed to supplement this information in some cases . Examples include soil quality assessments ( http : //www. nrcs . usda . gov/wps/portal/ nrcs/main/soils/health/) and certain conservation and engineering applications . For more detailed information , contact your local USDA Service Center ( http : // offices . sc . egov . usda . gov/locator/app ? agency= nrcs) or your NRCS State Soil Scientist ( http : //www. nres . usda . gov/wps/portal/nres/detail/soils/contactus/? cid = nrcs142p2_053951 ) . Great differences in soil properties can occur within short distances . Some soils are seasonally wet or subject to flooding . Some are too unstable to be used as a foundation for buildings or roads . Clayey or wet soils are poorly suited to use as septic tank absorption fields . A high water table makes a soil poorly suited to basements or underground installations . The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies , State agencies including the Agricultural Experiment Stations , and local agencies . The Natural Resources Conservation Service ( NRCS ) has leadership for the Federal part of the National Cooperative Soil Survey . Information about soils is updated periodically . Updated information is available through the NRCS Web Soil Survey . the site for official soil survey information . The U . S . Department of Agriculture ( USDA) prohibits discrimination in all its programs and activities on the basis of race . color. national origin , age . disability , and where applicable . sex . marital status , familial status , parental status , religion , sexual orientation , genetic information , political beliefs . reprisal , or because all or a part of an individual ' s income is derived from any public assistance program . ( Not all prohibited bases apply to all programs . ) Persons with disabilities who require alternative means 2 for communication of program information(Braille, large print, audiotape, etc)should contact USDA's TARGET Center at(202) 720-2600 (voice and TDD) To file a complaint of discrimination,write to USDA, Director, Office of Civil Rights, 1400 - Independence Avenue, S W, Washington, D C 20250-9410 or call (800) 795-3272 (voice) or(202)720-6382 (TDD) USDA is an equal opportunity provider and employer 3 Contents Preface 2 How Soil Surveys Are Made 5 Soil Map 7 Soil Map 8 Legend 9 Map Unit Legend 10 Map Unit Descriptions 10 Weld County, Colorado, Southern Part 12 49—Osgood sand, 0 to 3 percent slopes 12 70—Valent sand, 3 to 9 percent slopes 13 References 15 Glossary 17 4 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses Soil scientists observed the steepness, length, and shape of the slopes,the general pattern of drainage, the kinds of crops and native plants, and the kinds of bedrock They observed and described many soil profiles A soil profile is the sequence of natural layers, or horizons, in a soil The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity Currently,soils are mapped according to the boundaries of major land resource areas (MLRAs) MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate,water resources, soils, biological resources, and land uses (USDA, 2006) Soil survey areas typically consist of parts of one or more MLRA The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform,a soil scientist develops a concept,or model,of how they were formed Thus, during mapping,this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape Commonly, individual soils on the landscape merge into one another as their characteristics gradually change To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils They can observe only a limited number of soil profiles Nevertheless,these observations, supplemented by an understanding of the soil-vegetation-landscape relationship,are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries Soil scientists recorded the characteristics of the soil profiles that they studied They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units) Taxonomic classes are concepts Each taxonomic class has a set of soil characteristics with precisely defined limits The classes are used as a basis for comparison to classify soils systematically Soil taxonomy,the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile After the soil scientists classified and named the soils in the survey area, they compared the 5 Custom Soil Resource Report individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research The objective of soil mapping is not to delineate pure map unit components,the objective is to separate the landscape into landforms or landform segments that have similar use and management requirements Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions Some components may be highly contrasting to the other components of the map unit The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data The delineation of such landforms and landform segments on the map provides sufficient information for the development of resource plans If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas Soil scientists make many field observations in the process of producing a soil map The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units,complexity of the landscape,and experience of the soil scientist Observations are made to test and refine the soil- landscape model and predictions and to verify the classification of the soils at specific locations Once the soil-landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt,clay,salt, and other components Properties of each soil typically vary from one point to another across the landscape Observations for map unit components are aggregated to develop ranges of characteristics for the components The aggregated values are presented Direct measurements do not exist for every property presented for every map unit component Values for some properties are estimated from combinations of other properties While a soil survey is in progress, samples/of some of the soils in the area generally are collected for laboratory analyses and for engineering tests Soil scientists interpret the data from these analyses and tests as well as the field-observed characteristics and the soil properties to determine the expected behavior of the soils under different uses Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs Data are assembled from other sources, such as research information, production records, and field experience of specialists For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil Predictions about soil behavior are based not only on soil properties but also on such variables as climate and biological activity Soil conditions are predictable over long periods of time, but they are not predictable from year to year For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date After soil scientists located and identified the significant natural bodies of soil in the survey area,they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit Aerial photographs show trees,buildings,fields, roads, and rivers, all of which help in locating boundaries accurately 6 Soil Map The soil map section includes the soil map for the defined area of interest,a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map Also presented are various metadata about data used to produce the map, and a description of each soil map unit 7 Custom Soil Resource Report Soil Map 1 N O J g 552600 552700 552800 552900 553000 553100 553200 40° 10' 32" N 40° 10' 32" N o A: • O il„ el b' -4,44) -,4,• 1.• S i Via • O CD N O n.+ _ mil" '-' S 4 • . -♦ + ♦ . se • "!Fa k ‘ It emery*rli mac' .� 1"'":0-1, , •a. '1 -. - .__) '�`�, ,_ l • 1-1' \ 1 1 4 10 o �- • a S y ./.7.-'. S i O / ,.. . lll• • le • II i r • O ir X O k.Oi D CT C' Obi; S .fire ,1 K - 1144.11116- -,‘ t. ; t c, ^ A.. :". ...I..A.= ' ' fi R -O0 -16 4! C C C ti 76 • 1 i In, JO'iJ r _� r S EXgq- rite ......-- 1,tes48 I si ,, ,... In • T ". b_=. ._ y� • • . f.:..kji4S,::.8 4 • i. • Lo • ` ` ' �. ::: .�.-rte-- _�• �✓ : J _ - li 552600 552700 552800 552900 553000 553100 553200 a rn N Map Scale: 1:4,450 fi punted on A portrait (8.5" x 11") sheet o — - - Meters S N 0 50 100 200 300 v- _ Feet 0 200 400 800 1200 Map projection : Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 8 Custom Soil Resource Report MAP LEGEND MAP INFORMATION Area of Interest (AOI) a Spoil Area The soil surveys that comprise your AOI were mapped at 1 :24, 000 . Area of Interest (AOI ) Stony Spot Soils Very Stony Spot Warning : Soil Map may not be valid at this scale . Soil Map Unit Polygons Wet Spot Enlargement of maps beyond the scale of mapping can cause Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil line G Other pp g O Soil Map Unit Points placement. The maps do not show the small areas of contrasting Special Line Features soils that could have been shown at a more detailed scale . Special Point Features _ Blowout Water Features uStreams and Canals Please rely on the bar scale on each map sheet for map 7` Borrow Pit measurements . Transportation :st: Clay Spot Rails Source of Map : Natural Resources Conservation Service Closed Depression Interstate Highways Web Soil Survey URL : http ://websoilsurvey. nrcs . usda .gov X Gravel Pit Coordinate System : Web Mercator (EPSG : 3857) US Routes • Gravelly Spot Major Roads 1 Maps from the Web Soil Survey are based on the Web Mercator a Landfill Local Roads projection , which preserves direction and shape but distorts distance and area . A projection that preserves area , such as the A. Lava Flow Background Albers equal-area conic projection , should be used if more accurate Marsh or swamp Ng Aerial Photography calculations of distance or area are required . Mine or Quarry This product is generated from the USDA-NRCS certified data as of Miscellaneous Water the version date(s) listed below. Perennial Water Soil Survey Area : Weld County , Colorado , Southern Part v Rock Outcrop Survey Area Data : Version 14 , Sep 22 , 2015 4. Saline Spot Soil map units are labeled (as space allows) for map scales 1 : 50 , 000 " C Sandy Spot or larger. Severely Eroded Spot Date(s) aerial images were photographed : Apr 22 . 2011 —Oct 19 , Sinkhole 2011 Slide or Slip The orthophoto or other base map on which the soil lines were Sodic Spot compiled and digitized probably differs from the background imagery displayed on these maps . As a result, some minor shifting - of map unit boundaries may be evident. 9 Custom Soil Resource Report Map Unit Legend Weld County,Colorado,Southern Part(CO618) Map Unit Symbol Map Unit Name Acres in AO1 Percent of AO1 49 Osgood sand,0 to 3 percent 86 5 99 2% slopes 70 Valent sand,3 to 9 percent 0 7 0 8% slopes Totals for Area of Interest 87 2 100 0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas A map unit is identified and named according to the taxonomic classification of the dominant soils Within a taxonomic class there are precisely defined limits for the properties of the soils On the landscape, however,the soils are natural phenomena, and they have the characteristic variability of all natural phenomena Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management These are called noncontrasting, or similar, components They may or may not be mentioned in a particular map unit description Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management These are called contrasting,or dissimilar,components They generally are in small areas and could not be mapped separately because of the scale used Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps If included in the database for a given area,the contrasting minor components are identified in the map unit descriptions along with some characteristics of each A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into Iandforms or landform segments that have similar use and management requirements The delineation of such segments on the map provides sufficient information for the development of resource plans If 10 Custom Soil Resource Report intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas An identifying symbol precedes the map unit name in the map unit descriptions Each description includes general facts about the unit and gives important soil properties and qualities Soils that have profiles that are almost alike make up a soil series Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use On the basis of such differences, a soil series is divided into soil phases Most of the areas shown on the detailed soil maps are phases of soil series The name of a soil phase commonly indicates a feature that affects use or management For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series Some map units are made up of two or more major soils or miscellaneous areas These map units are complexes, associations, or undifferentiated groups A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas Alpha-Beta complex, 0 to 6 percent slopes, is an example An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar Alpha- Beta association, 0 to 2 percent slopes, is an example An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them Alpha and Beta soils, 0 to 2 percent slopes, is an example Some surveys include miscellaneous areas Such areas have little or no soil material and support little or no vegetation Rock outcrop is an example 11 J Custom Soil Resource Report Weld County, Colorado, Southern Part 49—Osgood sand, 0 to 3 percent slopes Map Unit Setting National map unit symbol 362x Elevation 4,680 to 4,900 feet Mean annual precipitation 13 to 15 inches Mean annual air temperature 46 to 55 degrees F Frost-free penod 140 to 150 days Farmland classification Farmland of statewide importance Map Unit Composition Osgood and similar soils 85 percent Minor components 15 percent Estimates are based on observations, descriptions, and transects of the mapunit Description of Osgood Setting Landform Plains Down-slope shape Linear Across-slope shape Linear Parent matenal Eolian sands Typical profile H1 -0 to 22 inches sand H2-22 to 34 inches sandy loam H3-34 to 60 inches sand Properties and qualities Slope 0 to 3 percent Depth to restrictive feature More than 80 inches Natural drainage class Well drained Runoff class Very low Capacity of the most limiting layer to transmit water(Ksat) High (2 00 to 6 00 in/hr) Depth to water table More than 80 inches Frequency of flooding None Frequency of ponding None Salinity, maximum in profile Nonsaline to very slightly saline(0 0 to 2 0 mmhos/cm) Available water storage in profile Low(about 4 8 inches) Interpretive groups Land capability classification(irrigated) 4e Land capability classification (nonirngated) 6e Hydrologic Soil Group A Ecological site Deep Sand (R067BY015CO) Minor Components Valent Percent of map unit 10 percent Dailey Percent of map unit 5 percent 12 Custom Soil Resource Report 70—Valent sand, 3 to 9 percent slopes Map Unit Setting National map unit symbol 2tczf Elevation 3,050 to 5,150 feet Mean annual precipitation 12 to 18 inches Mean annual air temperature 48 to 55 degrees F Frost-free penod 130 to 180 days Farmland classification Not prime farmland Map Unit Composition Valent and similar soils 80 percent Minor components 20 percent Estimates are based on observations, descnptions, and transects of the mapunit Description of Valent Setting Landform Dunes, hills Landform position (two-dimensional) Shoulder, backslope, summit,footslope Landform position (three-dimensional) Crest, side slope, head slope, nose slope Down-slope shape Linear, convex Across-slope shape Linear, convex Parent matenal Noncalcareous eolian sands Typical profile A -0 to 5 inches sand AC-5 to 12 inches sand C1 - 12 to 30 inches sand C2-30 to 80 inches sand Properties and qualities Slope 3 to 9 percent Depth to restnctive feature More than 80 inches Natural drainage class Excessively drained Runoff class Very low Capacity of the most limiting layer to transmit water(Ksat) High to very high (6 00 to 39 96 in/hr) Depth to water table More than 80 inches Frequency of flooding None Frequency of ponding None Calcium carbonate, maximum in profile 1 percent Salinity, maximum in profile Nonsaline (0 0 to 1 9 mmhos/cm) Available water storage in profile Very low(about 2 4 inches) Interpretive groups Land capability classification (irrigated) 4e Land capability classification (nonirngated) 6e Hydrologic Soil Group A 13 Custom Soil Resource Report Ecological site Deep Sand (R067BY015CO), Sands (North) (PE 16-20) (R072XA021 KS) Minor Components Dailey Percent of map unit 10 percent Landform Interdunes Landform position (two-dimensional) Footslope, toeslope Landform position (three-dimensional) Base slope Down-slope shape Linear Across-slope shape Concave Ecological site Deep Sand (R067BY015CO), Sands (North) (PE 16-20) (R072XA021 KS) Vona , Percent of map unit 5 percent Landform Hills Landform position (two-dimensional) Footslope, backslope, shoulder Landform position (three-dimensional) Side slope, head slope, nose slope, base slope Down-slope shape Linear Across-slope shape Linear Ecological site Sandy Plains(R067BY024CO),Sandy(North)Draft(April 2010)(PE 16-20) (R072XA022KS) Haxtun Percent of map unit 5 percent Landform Interdunes Landform position (two-dimensional) Footslope, toeslope Landform position (three-dimensional) Base slope Down-slope shape Linear Across-slope shape Concave Ecological site Sandy Plains(R067BY024CO),Sandy(North)Draft(April 2010)(PE 16-20) (R072XA022KS) 14 References American Association of State Highway and Transportation Officials (AASHTO ) . 2004 . Standard specifications for transportation materials and methods of sampling and testing . 24th edition . American Society for Testing and Materials (ASTM ) . 2005 . Standard classification of soils for engineering purposes . ASTM Standard D2487-00 . Cowardin , L . M . , V. Carter, F . C . Golet , and E . T . LaRoe . 1979 . Classification of wetlands and deep-water habitats of the United States . U . S . Fish and Wildlife Service FWS/OBS-79/31 . Federal Register. July 13 , 1994 . Changes in hydric soils of the United States . Federal Register. September 18 . 2002 . Hydric soils of the United States . Hurt, G . W. , and L . M . Vasilas , editors . Version 6 . 0 , 2006 . Field indicators of hydric soils in the United States . N ational Research Council . 1995 . Wetlands : Characteristics and boundaries . Soil Survey Division Staff. 1993 . Soil survey manual . Soil Conservation Service . U . S . Department of Agriculture Handbook 18 . http : //www. nres . usda . gov/wps/portal/nres/ detail/national/soils/? cid = nres142p2_054262 Soil Survey Staff. 1999 . Soil taxonomy : A basic system of soil classification for making and interpreting soil surveys . 2nd edition . Natural Resources Conservation Service , U . S . Department of Agriculture Handbook 436 . http : //www. nrcs . usda . gov/wps/portal/ nrcs/detail/national/soils/?cid = nrcs142p2_053577 Soil Survey Staff. 2010 . Keys to soil taxonomy . 11th edition . U . S . Department of Agriculture . Natural Resources Conservation Service . http : //www . nres . usda . gov/wps/ portal/nres/detail/national/soils/?cid = nres142p2_053580 Tiner, R . W. . Jr. 1985 . Wetlands of Delaware . U . S . Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control , Wetlands Section . U nited States Army Corps of Engineers , Environmental Laboratory . 1987 . Corps of Engineers wetlands delineation manual . Waterways Experiment Station Technical Report Y-87- 1 . U nited States Department of Agriculture , Natural Resources Conservation Service . N ational forestry manual . http : //www. nrcs . usda . gov/wps/portal/nrcs/detail/soils/ home/? cid = nres 142p2_053374 U nited States Department of Agriculture . Natural Resources Conservation Service . N ational range and pasture handbook. http : //www . nrcs . usda . gov/wps/portal/nrcs/ detail/national/landuse/rangepasture/?cid = stelprdb 1043084 15 Custom Soil Resource Report U nited States Department of Agriculture . Natural Resources Conservation Service . N ational soil survey handbook, title 430-VI . http : //www. nrcs . usda . gov/wps/portal/ nrcs/detail/soils/scientists/? cid = nrcs142p2_054242 U nited States Department of Agriculture , Natural Resources Conservation Service . 2006 . Land resource regions and major land resource areas of the United States , the Caribbean , and the Pacific Basin . U . S . Department of Agriculture Handbook 296 . http : //www. nres . usda . gov/wps/portal/nres/detail/national/soils/? cid = nres 142p2_053624 U nited States Department of Agriculture . Soil Conservation Service . 1961 . Land capability classification . U . S . Department of Agriculture Handbook 210 . http : // www. nres . usda . gov/Internet/FSE_DOCUMENTS/nres142p2_052290 . pdf 16 Glossary Many of the terms relating to landforms , geology , and geomorphology are defined in more detail in the " National Soil Survey Handbook . " ABC soil A soil having an A . a B , and a C horizon . Ablation till Loose . relatively permeable earthy material deposited during the downwasting of nearly static glacial ice , either contained within or accumulated on the surface of the glacier. AC soil A soil having only an A and a C horizon . Commonly, such soil formed in recent alluvium or on steep , rocky slopes . Aeration , soil The exchange of air in soil with air from the atmosphere . The air in a well aerated soil is similar to that in the atmosphere : the air in a poorly aerated soil is considerably higher in carbon dioxide and lower in oxygen . Aggregate , soil Many fine particles held in a single mass or cluster. Natural soil aggregates , such as granules , blocks , or prisms , are called peds . Clods are aggregates produced by tillage or logging . Alkali (sodic ) soil A soil having so high a degree of alkalinity ( pH 8 . 5 or higher) or so high a percentage of exchangeable sodium ( 15 percent or more of the total exchangeable bases) , or both . that plant growth is restricted . Alluvial cone A semiconical type of alluvial fan having very steep slopes . It is higher , narrower, and steeper than a fan and is composed of coarser and thicker layers of material deposited by a combination of alluvial episodes and (to a much lesser degree) landslides (debris flow) . The coarsest materials tend to be concentrated at the apex of the cone . 17 Custom Soil Resource Report Alluvial fan A low, outspread mass of loose materials and/or rock material, commonly with gentle slopes It is shaped like an open fan or a segment of a cone The material was deposited by a stream at the place where it issues from a narrow mountain valley or upland valley or where a tributary stream is near or at its junction with the main stream The fan is steepest near its apex,which points upstream, and slopes gently and convexly outward (downstream)with a gradual decrease in gradient Alluvium Unconsolidated material, such as gravel, sand, silt, clay, and various mixtures of these, deposited on land by running water Alpha,alpha-dipyridyl A compound that when dissolved in ammonium acetate is used to detect the presence of reduced iron (Fe II) in the soil A positive reaction implies reducing conditions and the likely presence of redoximorphic features Animal unit month (AUM) The amount of forage required by one mature cow of approximately 1,000 pounds weight,with or without a calf,for 1 month Aquic conditions Current soil wetness characterized by saturation, reduction, and redoximorphic features Argillic horizon A subsoil horizon characterized by an accumulation of illuvial clay Arroyo The flat-floored channel of an ephemeral stream, commonly with very steep to vertical banks cut in unconsolidated material It is usually dry but can be transformed into a temporary watercourse or short-lived torrent after heavy rain within the watershed Aspect The direction toward which a slope faces Also called slope aspect Association,soil A group of soils or miscellaneous areas geographically associated in a characteristic repeating pattern and defined and delineated as a single map unit Available water capacity (available moisture capacity) The capacity of soils to hold water available for use by most plants It is commonly defined as the difference between the amount of soil water at field moisture capacity and the amount at wilting point It is commonly expressed as inches of water per inch of soil The capacity, in inches, in a 60-inch profile or to a limiting layer is expressed as 18 Custom Soil Resource Report Very low 0 to 3 Low 3 to 6 Moderate 6 to 9 High 9 to 12 Very high More than 12 Backslope The position that forms the steepest and generally linear, middle portion of a hillslope In profile, backslopes are commonly bounded by a convex shoulder above and a concave footslope below Backswamp A flood-plain landform Extensive, marshy or swampy, depressed areas of flood plains between natural levees and valley sides or terraces Badland A landscape that is intricately dissected and characterized by a very fine drainage network with high drainage densities and short, steep slopes and narrow interfluves Badlands develop on surfaces that have little or no vegetative cover overlying unconsolidated or poorly cemented materials (clays, silts, or sandstones)with, in some cases, soluble minerals, such as gypsum or halite Bajada A broad, gently inclined alluvial piedmont slope extending from the base of a mountain range out into a basin and formed by the lateral coalescence of a series of alluvial fans Typically, it has a broadly undulating transverse profile, parallel to the mountain front, resulting from the convexities of component fans The term is generally restricted to constructional slopes of intermontane basins Basal area The area of a cross section of a tree, generally referring to the section at breast height and measured outside the bark It is a measure of stand density,commonly expressed in square feet Base saturation The degree to which material having cation-exchange properties Is saturated with exchangeable bases (sum of Ca, Mg, Na, and K), expressed as a percentage of the total cation-exchange capacity Base slope(geomorphology) A geomorphic component of hills consisting of the concave to linear (perpendicular to the contour) slope that, regardless of the lateral shape, forms an apron or wedge at the bottom of a hillside dominated by colluvium and slope- wash sediments (for example, slope alluvium) Bedding plane A planar or nearly planar bedding surface that visibly separates each successive layer of stratified sediment or rock(of the same or different lithology)from the preceding or following layer, a plane of deposition It commonly marks a change 19 Custom Soil Resource Report in the circumstances of deposition and may show a parting, a color difference, a change in particle size, or various combinations of these The term is commonly applied to any bedding surface, even one that is conspicuously bent or deformed by folding Bedding system A drainage system made by plowing, grading, or otherwise shaping the surface of a flat field It consists of a series of low ridges separated by shallow, parallel dead furrows Bedrock The solid rock that underlies the soil and other unconsolidated material or that is exposed at the surface Bedrock-controlled topography A landscape where the configuration and relief of the landforms are determined or strongly influenced by the underlying bedrock Bench terrace A raised, level or nearly level strip of earth constructed on or nearly on a contour, supported by a barrier of rocks or similar material, and designed to make the soil suitable for tillage and to prevent accelerated erosion Bisequum Two sequences of soil horizons, each of which consists of an alluvial horizon and the overlying eluvial horizons Blowout(map symbol) A saucer-, cup-, or trough-shaped depression formed by wind erosion on a preexisting dune or other sand deposit, especially in an area of shifting sand or loose soil or where protective vegetation is disturbed or destroyed The adjoining accumulation of sand derived from the depression,where recognizable, is commonly included Blowouts are commonly small Borrow pit(map symbol) An open excavation from which soil and underlying material have been removed, usually for construction purposes Bottom land An informal term loosely applied to various portions of a flood plain Boulders Rock fragments larger than 2 feet(60 centimeters) in diameter Breaks A landscape or tract of steep, rough or broken land dissected by ravines and gullies and marking a sudden change in topography 20 Custom Soil Resource Report Breast height An average height of 4 5 feet above the ground surface,the point on a tree where diameter measurements are ordinarily taken Brush management Use of mechanical, chemical, or biological methods to make conditions favorable for reseeding or to reduce or eliminate competition from woody vegetation and thus allow understory grasses and forbs to recover Brush management increases forage production and thus reduces the hazard of erosion It can improve the habitat for some species of wildlife Butte An isolated, generally flat-topped hill or mountain with relatively steep slopes and talus or precipitous cliffs and characterized by summit width that is less than the height of bounding escarpments, commonly topped by a caprock of resistant material and representing an erosion remnant carved from flat-lying rocks Cable yarding A method of moving felled trees to a nearby central area for transport to a processing facility Most cable yarding systems involve use of a drum,a pole,and wire cables in an arrangement similar to that of a rod and reel used for fishing To reduce friction and soil disturbance,felled trees generally are reeled in while one end is lifted or the entire log is suspended Calcareous soil A soil containing enough calcium carbonate (commonly combined with magnesium carbonate)to effervesce visibly when treated with cold, dilute hydrochloric acid Caliche A general term for a prominent zone of secondary carbonate accumulation in surficial materials in warm, subhumid to and areas Caliche is formed by both geologic and pedologic processes Finely crystalline calcium carbonate forms a nearly continuous surface-coating and void-filling medium in geologic(parent) materials Cementation ranges from weak in nonindurated forms to very strong in indurated forms Other minerals(e g ,carbonates,silicate,and sulfate)may occur as accessory cements Most petrocalcic horizons and some calm horizons are caliche California bearing ratio(CBR) The load-supporting capacity of a soil as compared to that of standard crushed limestone, expressed as a ratio First standardized in California A soil having a CBR of 16 supports 16 percent of the load that would be supported by standard crushed limestone, per unit area,with the same degree of distortion Canopy The leafy crown of trees or shrubs (See Crown) 21 Custom Soil Resource Report Canyon A long, deep, narrow valley with high, precipitous walls in an area of high local relief Capillary water Water held as a film around soil particles and in tiny spaces between particles Surface tension is the adhesive force that holds capillary water in the soil Catena A sequence, or"chain,"of soils on a landscape that formed in similar kinds of parent material and under similar climatic conditions but that have different characteristics as a result of differences in relief and drainage Cation An ion carrying a positive charge of electricity The common soil cations are calcium, potassium, magnesium, sodium, and hydrogen Cation-exchange capacity The total amount of exchangeable cations that can be held by the soil,expressed in terms of milliequivalents per 100 grams of soil at neutrality(pH 7 0)or at some other stated pH value The term, as applied to soils, is synonymous with base- exchange capacity but is more precise in meaning Catsteps See Terracettes Cement rock Shaly limestone used in the manufacture of cement Channery soil material Soil material that has, by volume, 15 to 35 percent thin,flat fragments of sandstone,shale,slate,limestone,or schist as much as 6 inches(15 centimeters) along the longest axis A single piece is called a channer Chemical treatment Control of unwanted vegetation through the use of chemicals Chiseling Tillage with an implement having one or more soil-penetrating points that shatter or loosen hard, compacted layers to a depth below normal plow depth Cirque A steep-walled, semicircular or crescent-shaped, half-bowl-like recess or hollow, commonly situated at the head of a glaciated mountain valley or high on the side of a mountain It was produced by the erosive activity of a mountain glacier It commonly contains a small round lake (tarn) 22 Custom Soil Resource Report Clay As a soil separate,the mineral soil particles less than 0 002 millimeter in diameter As a soil textural class, soil material that is 40 percent or more clay, less than 45 percent sand, and less than 40 percent silt Clay depletions See Redoximorphic features Clay film A thin coating of oriented clay on the surface of a soil aggregate or lining pores or root channels Synonyms clay coating, clay skin Clay spot(map symbol) A spot where the surface texture is silty clay or clay in areas where the surface layer of the soils in the surrounding map unit is sandy loam, loam, silt loam, or coarser Claypan A dense, compact subsoil layer that contains much more clay than the overlying materials, from which it is separated by a sharply defined boundary The layer restricts the downward movement of water through the soil A claypan is commonly hard when dry and plastic and sticky when wet Climax plant community The stabilized plant community on a particular site The plant cover reproduces itself and'does not change so long as the environment remains the same Coarse textured soil Sand or loamy sand Cobble(or cobblestone) A rounded or partly rounded fragment of rock 3 to 10 inches(7 6 to 25 centimeters) in diameter Cobbly soil material Material that has 15 to 35 percent, by volume, rounded or partially rounded rock fragments 3 to 10 inches (7 6 to 25 centimeters) in diameter Very cobbly soil material has 35 to 60 percent of these rock fragments, and extremely cobbly soil material has more than 60 percent COLE (coefficient of linear extensibility) See Linear extensibility Colluvium Unconsolidated, unsorted earth material being transported or deposited on side slopes and/or at the base of slopes by mass movement(e g , direct gravitational action) and by local, unconcentrated runoff 23 Custom Soil Resource Report Complex slope Irregular or variable slope Planning or establishing terraces,diversions,and other water-control structures on a complex slope is difficult Complex,soil A map unit of two or more kinds of soil or miscellaneous areas in such an intricate pattern or so small in area that it is not practical to map them separately at the selected scale of mapping The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas Concretions See Redoximorphic features Conglomerate A coarse grained, clastic sedimentary rock composed of rounded or subangular rock fragments more than 2 millimeters in diameter It commonly has a matrix of sand and finer textured material Conglomerate is the consolidated equivalent of gravel Conservation cropping system Growing crops in combination with needed cultural and management practices In a good conservation cropping system, the soil-improving crops and practices more than offset the effects of the soil-depleting crops and practices Cropping systems are needed on all tilled soils Soil-improving practices in a conservation cropping system include the use of rotations that contain grasses and legumes and the return of crop residue to the soil Other practices include the use of green manure crops of grasses and legumes, proper tillage, adequate fertilization, and weed and pest control Conservation tillage A tillage system that does not invert the soil and that leaves a protective amount of crop residue on the surface throughout the year Consistence,soil Refers to the degree of cohesion and adhesion of soil material and its resistance to deformation when ruptured Consistence includes resistance of soil material to rupture and to penetration, plasticity, toughness, and stickiness of puddled soil material, and the manner in which the soil material behaves when subject to compression Terms describing consistence are defined in the"Soil Survey Manual" Contour striperopping Growing crops in strips that follow the contour Strips of grass or close-growing crops are alternated with strips of clean-tilled crops or summer fallow Control section The part of the soil on which classification is based The thickness varies among different kinds of soil, but for many it is that part of the soil profile between depths of 10 inches and 40 or 80 inches 24 Custom Soil Resource Report Coprogenous earth (sedimentary peat) A type of limnic layer composed predominantly of fecal material derived from aquatic animals Corrosion (geomorphology) A process of erosion whereby rocks and soil are removed or worn away by natural chemical processes, especially by the solvent action of running water, but also by other reactions, such as hydrolysis, hydration, carbonation, and oxidation Corrosion (soil survey interpretations) Soil-induced electrochemical or chemical action that dissolves or weakens concrete or uncoated steel Cover crop A close-growing crop grown primarily to improve and protect the soil between periods of regular crop production, or a crop grown between trees and vines in orchards and vineyards Crop residue management Returning crop residue to the soil, which helps to maintain soil structure, organic matter content, and fertility and helps to control erosion Cropping system Growing crops according to a planned system of rotation and management practices Cross-slope farming Deliberately conducting farming operations on sloping farmland in such a way that tillage is across the general slope Crown The upper part of a tree or shrub, including the living branches and their foliage Cryotu rbate A mass of soil or other unconsolidated earthy material moved or disturbed by frost action It is typically coarser than the underlying material Cuesta An asymmetric ridge capped by resistant rock layers of slight or moderate dip (commonly less than 15 percent slopes), a type of homocline produced by differential erosion of interbedded resistant and weak rocks A cuesta has a long, gentle slope on one side(dip slope)that roughly parallels the inclined beds, on the other side, it has a relatively short and steep or clifflike slope(scarp)that cuts through the tilted rocks Culmination of the mean annual increment(CMAI) The average annual increase per acre in the volume of a stand Computed by dividing the total volume of the stand by its age As the stand increases in age, 25 Custom Soil Resource Report the mean annual increment continues to increase until mortality begins to reduce the rate of increase The point where the stand reaches its maximum annual rate of growth is called the culmination of the mean annual increment Cutbanks cave The walls of excavations tend to cave in or slough Decreasers The most heavily grazed climax range plants Because they are the most palatable,they are the first to be destroyed by overgrazing Deferred grazing Postponing grazing or resting grazing land for a prescribed period Delta A body of alluvium having a surface that is fan shaped and nearly flat, deposited at or near the mouth of a river or stream where it enters a body of relatively quiet water, generally a sea or lake Dense layer A very firm,massive layer that has a bulk density of more than 1 8 grams per cubic centimeter Such a layer affects the ease of digging and can affect filling and compacting Depression, closed (map symbol) A shallow, saucer-shaped area that is slightly lower on the landscape than the surrounding area and that does not have a natural outlet for surface drainage Depth,soil Generally,the thickness of the soil over bedrock Very deep soils are more than 60 inches deep over bedrock, deep soils, 40 to 60 inches, moderately deep,20 to 40 inches, shallow, 10 to 20 inches, and very shallow, less than 10 inches Desert pavement A natural, residual concentration or layer of wind-polished, closely packed gravel, boulders,and other rock fragments mantling a desert surface It forms where wind action and sheetwash have removed all smaller particles or where rock fragments have migrated upward through sediments to the surface It typically protects the finer grained underlying material from further erosion Diatomaceous earth A geologic deposit of fine, grayish siliceous material composed chiefly or entirely of the remains of diatoms Dip slope A slope of the land surface,roughly determined by and approximately conforming to the dip of the underlying bedrock 26 Custom Soil Resource Report Diversion (or diversion terrace) A ridge of earth,generally a terrace, built to protect downslope areas by diverting runoff from its natural course Divided-slope farming A form of field stnperopping in which crops are grown in a systematic arrangement of two strips, or bands, across the slope to reduce the hazard of water erosion One strip is in a close-growing crop that provides protection from erosion,and the other strip is in a crop that provides less protection from erosion This practice is used where slopes are not long enough to permit a full striperopping pattern to be used Drainage class (natural) Refers to the frequency and duration of wet periods under conditions similar to those under which the soil formed Alterations of the water regime by human activities,either through drainage or irrigation,are not a consideration unless they have significantly changed the morphology of the soil Seven classes of natural soil drainage are recognized—excessively drained, somewhat excessively drained, well drained, moderately well drained, somewhat poorly drained, poorly drained, and very poorly drained These classes are defined in the"Soil Survey Manual" Drainage,surface Runoff, or surface flow of water, from an area Drainageway A general term for a course or channel along which water moves in draining an area A term restricted to relatively small, linear depressions that at some time move concentrated water and either do not have a defined channel or have only a small defined channel Draw A small stream valley that generally is shallower and more open than a ravine or gulch and that has a broader bottom The present stream channel may appear inadequate to have cut the drainageway that it occupies Drift A general term applied to all mineral material(clay,silt,sand,gravel,and boulders) transported by a glacier and deposited directly by or from the ice or transported by running water emanating from a glacier Drift includes unstratified material(till) that forms moraines and stratified deposits that form outwash plains, eskers, kames, varves, and glaciofluvial sediments The term is generally applied to Pleistocene glacial deposits in areas that no longer contain glaciers Drumlin A low, smooth,elongated oval hill, mound, or ridge of compact till that has a core of bedrock or drift It commonly has a blunt nose facing the direction from which the ice approached and a gentler slope tapering in the other direction The longer axis is parallel to the general direction of glacier flow Drumlins are products of 27 1 Custom Soil Resource Report streamline(laminar)flow of glaciers,which molded the subglacial floor through a combination of erosion and deposition Duff A generally firm organic layer on the surface of mineral soils It consists of fallen plant material that is in the process of decomposition and includes everything from the litter on the surface to underlying pure humus Dune A low mound, ridge, bank, or hill of loose,windblown granular material (generally sand), either barren and capable of movement from place to place or covered and stabilized with vegetation but retaining its characteristic shape Earthy fill See Mine spoil Ecological site An area where climate,soil,and relief are sufficiently uniform to produce a distinct natural plant community An ecological site is the product of all the environmental factors responsible for its development It is typified by an association of species that differ from those on other ecological sites in kind and/or proportion of species or in total production Eluviation The movement of material in true solution or colloidal suspension from one place to another within the soil Soil horizons that have lost material through eluviation are eluvial, those that have received material are illuvial Endosaturation A type of saturation of the soil in which all horizons between the upper boundary of saturation and a depth of 2 meters are saturated Eolian deposit Sand-, silt-, or clay-sized clastic material transported,and deposited primarily by wind, commonly in the form of a dune or a sheet of sand or loess Ephemeral stream A stream, or reach of a stream,that flows only in direct response to precipitation It receives no long-continued supply from melting snow or other source, and its channel is above the water table at all times Episaturation A type of saturation indicating a perched water table in a soil in which saturated layers are underlain by one or more unsaturated layers within 2 meters of the surface Erosion The wearing away of the land surface by water,wind,ice,or other geologic agents and by such processes as gravitational creep 28 Custom Soil Resource Report Erosion (accelerated) Erosion much more rapid than geologic erosion, mainly as a result of human or animal activities or of a catastrophe in nature, such as a fire, that exposes the surface Erosion (geologic) i Erosion caused by geologic processes acting over long geologic periods and resulting in the wearing away of mountains and the building up of such landscape features as flood plains and coastal plains Synonym natural erosion Erosion pavement A surficial lag concentration or layer of gravel and other rock fragments that remains on the soil surface after sheet or rill erosion or wind has removed the finer soil particles and that tends to protect the underlying soil from further erosion Erosion surface A land surface shaped by the action of erosion, especially by running water Escarpment A relatively continuous and steep slope or cliff breaking the general continuity of more gently sloping land surfaces and resulting from erosion or faulting Most commonly applied to cliffs produced by differential erosion Synonym scarp Escarpment, bedrock(map symbol) A relatively continuous and steep slope or cliff, produced by erosion or faulting, that breaks the general continuity of more gently sloping land surfaces Exposed material is hard or soft bedrock Escarpment, nonbedrock(map symbol) A relatively continuous and steep slope or cliff,generally produced by erosion but in some places produced by faulting, that breaks the continuity of more gently sloping land surfaces Exposed earthy material is nonsoil or very shallow soil Esker A long, narrow,sinuous, steep-sided ridge of stratified sand and gravel deposited as the bed of a stream flowing in an ice tunnel within or below the ice(subglacial) or between ice walls on top of the ice of a wasting glacier and left behind as high ground when the ice melted Eskers range in length from less than a kilometer to more than 160 kilometers and in height from 3 to 30 meters Extrusive rock Igneous rock derived from deep-seated molten matter(magma) deposited and cooled on the earth's surface Fallow Cropland left idle in order to restore productivity through accumulation of moisture Summer fallow is common in regions of limited rainfall where cereal grain is grown 29 Custom Soil Resource Report The soil is tilled for at least one growing season for weed control and decomposition of plant residue Fan remnant A general term for landforms that are the remaining parts of older fan landforms, such as alluvial fans, that have been either dissected or partially buried Fertility,soil The quality that enables a soil to provide plant nutrients,in adequate amounts and in proper balance, for the growth of specified plants when light, moisture, temperature,tilth, and other growth factors are favorable Fibric soil material (peat) The least decomposed of all organic soil material Peat contains a large amount of well preserved fiber that is readily identifiable according to botanical origin Peat has the lowest bulk density and the highest water content at saturation of all organic soil material Field moisture capacity The moisture content of a soil, expressed as a percentage of the ovendry weight, after the gravitational, or free,water has drained away,the field moisture content 2 or 3 days after a soaking rain,also called normal field capacity, normal moisture capacity, or capillary capacity Fill slope A sloping surface consisting of excavated soil material from a road cut It commonly is on the downhill side of the road Fine textured soil Sandy clay, silty clay, or clay Firebreak An area cleared of flammable material to stop or help control creeping or running fires It also serves as a line from which to work and to facilitate the movement of firefighters and equipment Designated roads also serve as firebreaks First bottom An obsolete, informal term loosely applied to the lowest flood-plain steps that are subject to regular flooding Flaggy soil material Material that has,by volume, 15 to 35 percent flagstones Very flaggy soil material has 35 to 60 percent flagstones,and extremely flaggy soil material has more than 60 percent flagstones Flagstone A thin fragment of sandstone, limestone, slate, shale, or(rarely)schist 6 to 15 inches(15 to 38 centimeters) long 30 Custom Soil Resource Report Flood plain The nearly level plain that borders a stream and is subject to flooding unless protected artificially Flood-plain landforms A variety of constructional and erosional features produced by stream channel migration and flooding Examples include backswamps,flood-plain splays, meanders, meander belts, meander scrolls, oxbow lakes, and natural levees Flood-plain splay A fan-shaped deposit or other outspread deposit formed where an overloaded stream breaks through a levee(natural or artificial) and deposits its material (commonly coarse grained) on the flood plain Flood-plain step An essentially flat, terrace-like alluvial surface within a valley that is frequently covered by floodwater from the present stream, any approximately horizontal surface still actively modified by fluvial scour and/or deposition May occur individually or as a series of steps Fluvial Of or pertaining to rivers or streams, produced by stream or river action Foothills A region of steeply sloping hills that fringes a mountain range or high-plateau escarpment The hills have relief of as much as 1,000 feet(300 meters) Footslope The concave surface at the base of a hillslope A footslope is a transition zone between upslope sites of erosion and transport(shoulders and backslopes) and downslope sites of deposition (toeslopes) Farb Any herbaceous plant not a grass or a sedge Forest cover All trees and other woody plants (underbrush) covering the ground in a forest Forest type A stand of trees similar in composition and development because of given physical and biological factors by which it may be differentiated from other stands Fragipan A loamy, brittle subsurface horizon low in porosity and content of organic matter and low or moderate in clay but high in silt or very fine sand A fragipan appears cemented and restricts roots When dry, it is hard or very hard and has a higher bulk density than the horizon or horizons above When moist, it tends to rupture suddenly under pressure rather than to deform slowly 31 Custom Soil Resource Report Genesis,soil The mode of origin of the soil Refers especially to the processes or soil-forming factors responsible for the formation of the solum, or true soil, from the unconsolidated parent material Gdgai Commonly, a succession of microbasins and microknolls in nearly level areas or of microvalleys and microndges parallel with the slope Typically, the microrelief of clayey soils that shrink and swell considerably with changes in moisture content Glaciofluvial deposits Material moved by glaciers and subsequently sorted and deposited by streams flowing from the melting ice The deposits are stratified and occur in the form of outwash plains, valley trains, deltas, kames, eskers, and kame terraces Glaciolacustrine deposits Material ranging from fine clay to sand derived from glaciers and deposited in glacial lakes mainly by glacial meltwater Many deposits are bedded or laminated Gleyed soil Soil that formed under poor drainage, resulting in the reduction of iron and other elements in the profile and in gray colors Graded striperopping Growing crops in strips that grade toward a protected waterway Grassed waterway A natural or constructed waterway, typically broad and shallow, seeded to grass as protection against erosion Conducts surface water away from cropland Gravel Rounded or angular fragments of rock as much as 3 inches(2 millimeters to 7 6 centimeters) in diameter An individual piece is a pebble Gravel pit(map symbol) An open excavation from which soil and underlying material have been removed and used,without crushing, as a source of sand or gravel Gravelly soil material Material that has 15 to 35 percent, by volume,rounded or angular rock fragments, not prominently flattened, as much as 3 inches(7 6 centimeters) in diameter Gravelly spot(map symbol) A spot where the surface layer has more than 35 percent, by volume, rock fragments that are mostly less than 3 inches in diameter in an area that has less than 15 percent rock fragments 32 Custom Soil,Resource Report Green manure crop (agronomy) A soil-improving crop grown to be plowed under in an early stage of maturity or soon after maturity Ground water Water filling all the unblocked pores of the material below the water table Gully(map symbol) A small, steep-sided channel caused by erosion and cut in unconsolidated materials by concentrated but intermittent flow of water The distinction between a gully and a nll is one of depth A gully generally is an obstacle to farm machinery and is too deep to be obliterated by ordinary tillage whereas a nll is of lesser depth and can be smoothed over by ordinary tillage Hard bedrock Bedrock that cannot be excavated except by blasting or by the use of special equipment that is not commonly used in construction Hard to reclaim Reclamation is difficult after the removal of soil for construction and other uses Revegetation and erosion control are extremely difficult Hardpan A hardened or cemented soil horizon, or layer The soil material is sandy, loamy, or clayey and is cemented by iron oxide, silica, calcium carbonate, or other substance Head slope(geomorphology) A geomorphic component of hills consisting of a laterally concave area of a hillside, especially at the head of a drainageway The overland waterfow is converging Hemic soil material (mucky peat) Organic soil material intermediate in degree of decomposition between the less decomposed fibnc material and the more decomposed sapric material High-residue crops Such crops as small grain and corn used for grain If properly managed, residue from these crops can be used to control erosion until the next crop in the rotation is established These crops return large amounts of organic matter to the soil Hill A generic term for an elevated area of the land surface, rising as much as 1,000 feet above surrounding lowlands, commonly of limited summit area and having a well defined outline Slopes are generally more than 15 percent The distinction between a hill and a mountain is arbitrary and may depend on local usage 33 Custom Soil Resource Report Hillslope A generic term for the steeper part of a hill between its summit and the drainage line, valley flat, or depression floor at the base of a hill Horizon,soil A layer of soil,approximately parallel to the surface,having distinct characteristics produced by soil-forming processes In the identification of soil horizons, an uppercase letter represents the major horizons Numbers or lowercase letters that follow represent subdivisions of the major horizons An explanation of the subdivisions is given in the"Soil Survey Manual "The major horizons of mineral soil are as follows O honzon An organic layer of fresh and decaying plant residue L horizon A layer of organic and mineral limnic materials, including coprogenous earth (sedimentary peat), diatomaceous earth, and marl A horizon The mineral horizon at or near the surface in which an accumulation of humified organic matter is mixed with the mineral material Alo, a plowed surface horizon, most of which was originally part of a B horizon E horizon The mineral horizon in which the main feature is loss of silicate clay, iron, aluminum, or some combination of these B honzon The mineral horizon below an A horizon The B horizon is in part a layer of transition from the overlying A to the underlying C horizon The B horizon also has distinctive characteristics, such as (1) accumulation of clay, sesquioxides, humus, or a combination of these, (2) prismatic or blocky structure, (3) redder or browner colors than those in the A horizon, or(4) a combination of these C honzon The mineral horizon or layer, excluding indurated bedrock,that is little affected by soil-forming processes and does not have the properties typical of the overlying soil material The material of a C horizon may be either like or unlike that in which the solum formed If the material is known to differ from that in the solum, an Arabic numeral, commonly a 2, precedes the letter C Cr honzon Soft, consolidated bedrock beneath the soil R layer Consolidated bedrock beneath the soil The bedrock commonly underlies a C horizon, but it can be directly below an A or a B horizon M layer A root-limiting subsoil layer consisting of nearly continuous, horizontally oriented, human-manufactured materials W layer A layer of water within or beneath the soil Humus The well decomposed, more or less stable part of the organic matter in mineral soils Hydrologic soil groups Refers to soils grouped according to their runoff potential The soil properties that influence this potential are those that affect the minimum rate of water infiltration on a bare soil during periods after prolonged wetting when the soil is not frozen These properties include depth to a seasonal high water table,the infiltration rate, and depth to a layer that significantly restricts the downward movement of water The slope and the kind of plant cover are not considered but are separate factors in predicting runoff 34 Custom Soil Resource Report Igneous rock Rock that was formed by cooling and solidification of magma and that has not been changed appreciably by weathering since its formation Major varieties include plutonic and volcanic rock(e g , andesite, basalt, and granite) Illuviation The movement of soil material from one horizon to another in the soil profile Generally, material is removed from an upper horizon and deposited in a lower horizon Impervious soil A soil through which water, air, or roots penetrate slowly or not at all No soil is absolutely impervious to air and water all the time Increasers Species in the climax vegetation that increase in amount as the more desirable plants are reduced by close grazing Increasers commonly are the shorter plants and the less palatable to livestock Infiltration The downward entry of water into the immediate surface of soil or other material, as contrasted with percolation,which is movement of water through soil layers or material Infiltration capacity The maximum rate at which water can infiltrate into a soil under a given set of conditions Infiltration rate The rate at which water penetrates the surface of the soil at any given instant, usually expressed in inches per hour The rate can be limited by the infiltration capacity of the soil or the rate at which water is applied at the surface Intake rate The average rate of water entering the soil under irrigation Most soils have a fast initial rate,the rate decreases with application time Therefore, intake rate for design purposes is not a constant but is a variable depending on the net irrigation application The rate of water intake, in inches per hour, is expressed as follows Very low Less than 0 2 Low 02 to 04 Moderately low 0 4 to 0 75 Moderate 0 75 to 1 25 Moderately high 1 25 to 1 75 High 1 75 to 2 5 Very high More than 2 5 35 Custom Soil Resource Report Interfluve A landform composed of the relatively undissected upland or ridge between two adjacent valleys containing streams flowing in the same general direction An elevated area between two drainageways that sheds water to those drainageways Interfluve(geomorphology) A geomorphic component of hills consisting of the uppermost,comparatively level or gently sloping area of a hill,shoulders of backweanng hdlslopes can narrow the upland or can merge, resulting in a strongly convex shape Intermittent stream A stream,or reach of a stream,that does not flow year-round but that is commonly dry for 3 or more months out of 12 and whose channel is generally below the local water table It flows only during wet periods or when it receives ground-water discharge or long,continued contributions from melting snow or other surface and shallow subsurface sources Invaders On range, plants that encroach into an area and grow after the climax vegetation has been reduced by grazing Generally, plants invade following disturbance of the surface Iron depletions See Redoximorphic features Irrigation Application of water to soils to assist in production of crops Methods of irrigation are Basin Water is applied rapidly to nearly level plains surrounded by levees or dikes Border Water is applied at the upper end of a strip in which the lateral flow of water is controlled by small earth ridges called border dikes, or borders Controlled flooding Water is released at intervals from closely spaced field ditches and distributed uniformly over the field Corrugation Water is applied to small, closely spaced furrows or ditches in fields of close-growing crops or in orchards so that it flows in only one direction Dnp (ortnckle) Water is applied slowly and under low pressure to the surface of the soil or into the soil through such applicators as emitters, porous tubing, or perforated pipe Furrow Water is applied in small ditches made by cultivation implements Furrows are used for tree and row crops Spnnkler Water is sprayed over the soil surface through pipes or nozzles from a pressure system Subirrigation Water is applied in open ditches or tile lines until the water table is raised enough to wet the soil Wild flooding Water, released at high points, is allowed to flow onto an area without controlled distribution 36 Custom Soil Resource Report , Kame A low mound,knob,hummock,or short irregular ridge composed of stratified sand and gravel deposited by a subglacial stream as a fan or delta at the margin of a melting glacier, by a supraglacial stream in a low place or hole on the surface of the glacier,or as a ponded deposit on the surface or at the margin of stagnant ice Karst(topography) A kind of topography that formed in limestone, gypsum, or other soluble rocks by dissolution and that is characterized by closed depressions,sinkholes,caves,and underground drainage Knoll A small, low, rounded hill rising above adjacent landforms I Ksat See Saturated hydraulic conductivity Lacustrme deposit Material deposited in lake water and exposed when the water level is lowered or the elevation of the land is raised Lake plain A nearly level surface marking the floor of an extinct lake filled by well sorted, generally fine textured, stratified deposits, commonly containing varves Lake terrace A narrow shelf, partly cut and partly built, produced along a lakeshore in front of a scarp line of low cliffs and later exposed when the water level falls Landfill (map symbol) An area of accumulated waste products of human habitation, either above or below natural ground level Landslide A general, encompassing term for most types of mass movement landforms and processes involving the downslope transport and outward deposition of soil and rock materials caused by gravitational forces,the movement may or may not involve saturated materials The speed and distance of movement, as well as the amount of soil and rock material,vary greatly Large stones Rock fragments 3 inches (7 6 centimeters) or more across Large stones adversely affect the specified use of the soil Lava flow(map symbol) A solidified, commonly lobate body of rock formed through lateral, surface outpouring of molten lava from a vent or fissure 37 Custom Soil Resource Report Leaching The removal of soluble material from soil or other material by percolating water Levee(map symbol) An embankment that confines or controls water, especially one built along the banks of a river to prevent overflow onto lowlands Linear extensibility Refers to the change in length of an unconfined clod as moisture content is decreased from a moist to a dry state Linear extensibility is used to determine the shrink-swell potential of soils It is an expression of the volume change between the water content of the clod at 1/3-or 1/10-bar tension(33kPa or 10kPa tension)and oven dryness Volume change is influenced by the amount and type of clay minerals in the soil The volume change is the percent change for the whole soil If it is expressed as a fraction,the resulting value is COLE,coefficient of linear extensibility Liquid limit The moisture content at which the soil passes from a plastic to a liquid state Loam Soil material that is 7 to 27 percent clay particles, 28 to 50 percent silt particles, and less than 52 percent sand particles Loess Material transported and deposited by wind and consisting dominantly of silt-sized particles Low strength The soil is not strong enough to support loads Low-residue crops Such crops as corn used for silage, peas, beans, and potatoes Residue from these crops is not adequate to control erosion until the next crop in the rotation is established These crops return little organic matter to the soil Marl An earthy, unconsolidated deposit consisting chiefly of calcium carbonate mixed with clay in approximately equal proportions, formed primarily under freshwater lacustnne conditions but also formed in more saline environments Marsh or swamp (map symbol) A water-saturated, very poorly drained area that is intermittently or permanently covered by water Sedges, cattails, and rushes are the dominant vegetation in marshes, and trees or shrubs are the dominant vegetation in swamps Not used in map units where the named soils are poorly drained or very poorly drained 38 Custom Soil Resource Report Mass movement A generic term for the dislodgment and downslope transport of soil and rock material as a unit under direct gravitational stress Masses See Redoximorphic features Meander belt The zone within which migration of a meandering channel occurs, the flood-plain area included between two imaginary lines drawn tangential to the outer bends of active channel loops Meander scar A crescent-shaped, concave or linear mark on the face of a bluff or valley wall, produced by the lateral erosion of a meandering stream that impinged upon and undercut the bluff Meander scroll One of a series of long,parallel,close-fitting,crescent-shaped ridges and troughs formed along the inner bank of a stream meander as the channel migrated laterally down-valley and toward the outer bank Mechanical treatment Use of mechanical equipment for seeding, brush management, and other management practices Medium textured soil Very fine sandy loam, loam, silt loam, or silt Mesa A broad, nearly flat topped and commonly isolated landmass bounded by steep slopes or precipitous cliffs and capped by layers of resistant, nearly horizontal rocky material The summit width is characteristically greater than the height of the bounding escarpments Metamorphic rock Rock of any origin altered in mineralogical composition, chemical composition, or structure by heat, pressure, and movement at depth in the earth's crust Nearly all such rocks are crystalline Mine or quarry (map symbol) An open excavation from which soil and underlying material have been removed and in which bedrock is exposed Also denotes surface openings to underground mines Mine spoil An accumulation of displaced earthy material, rock, or other waste material removed during mining or excavation Also called earthy fill 39 Custom Soil Resource Report Mineral soil Soil that is mainly mineral material and low in organic material Its bulk density is more than that of organic soil Minimum tillage Only the tillage essential to crop production and prevention of soil damage Miscellaneous area A kind of map unit that has little or no natural soil and supports little or no vegetation Miscellaneous water(map symbol) Small, constructed bodies of water that are used for industrial, sanitary, or mining applications and that contain water most of the year Moderately coarse textured soil Coarse sandy loam, sandy loam, or fine sandy loam Moderately fine textured soil Clay loam, sandy clay loam, or silty clay loam Mollic epipedon A thick, dark, humus-rich surface horizon (or horizons)that has high base saturation and pedogenic soil structure It may include the upper part of the subsoil Moraine In terms of glacial geology, a mound, ridge, or other topographically distinct accumulation of unsorted, unstratified drift, predominantly till, deposited primarily by the direct action of glacial ice in a variety of landforms Also, a general term for a landform composed mainly of till (except for kame moraines, which are composed mainly of stratified outwash) that has been deposited by a glacier Some types of moraines are disintegration, end, ground, kame, lateral, recessional, and terminal Morphology,soil The physical makeup of the soil, including the texture, structure, porosity, consistence, color, and other physical, mineral, and biological properties of the various horizons, and the thickness and arrangement of those horizons in the soil profile Mottling,soil Irregular spots of different colors that vary in number and size Descriptive terms are as follows abundance—few, common, and many, size—fine, medium, and coarse, and contrast—faint, distinct, and prominent The size measurements are of the diameter along the greatest dimension Fine indicates less than 5 millimeters(about 0 2 inch), medium, from 5 to 15 millimeters (about 0 2 to 0 6 inch), and coarse, more than 15 millimeters (about 0 6 inch) 40 Custom Soil Resource Report Mountain A generic term for an elevated area of the land surface, rising more than 1,000 feet(300 meters) above surrounding lowlands, commonly of restricted summit area (relative to a plateau) and generally having steep sides A mountain can occur as a single, isolated mass or in a group forming a chain or range Mountains are formed primarily by tectonic activity and/or volcanic action but can also be formed by differential erosion Muck Dark, finely divided,well decomposed organic soil material (See Sapnc soil material) Mucky peat See Hemic soil material Mudstone A blocky or massive, fine grained sedimentary rock in which the proportions of clay and silt are approximately equal Also, a general term for such material as clay, silt, claystone, siltstone, shale, and argillite and that should be used only when the amounts of clay and silt are not known or cannot be precisely identified Munsell notation A designation of color by degrees of three simple variables—hue, value, and chroma For example, a notation of 10YR 6/4 is a color with hue of 10YR,value of 6, and chroma of 4 Natric horizon A special kind of argillic horizon that contains enough exchangeable sodium to have an adverse effect on the physical condition of the subsoil Neutral soil A soil having a pH value of 6 6 to 7 3 (See Reaction, sod ) Nodules See Redoximorphic features Nose slope (geomorphology) A geomorphic component of hills consisting of the projecting end(laterally convex area) of a hillside The overland watertlow is predominantly divergent Nose slopes consist dominantly of colluvium and slope-wash sediments(for example, slope alluvium) Nutrient, plant Any element taken in by a plant essential to its growth Plant nutrients are mainly nitrogen, phosphorus, potassium, calcium, magnesium, sulfur, iron, manganese, copper,boron,and zinc obtained from the soil and carbon, hydrogen,and oxygen obtained from the air and water 41 Custom Soil Resource Report Organic matter Plant and animal residue in the soil in various stages of decomposition The content of organic matter in the surface layer is described as follows '-) Very low Less than 0 5 percent Low 0 5 to 1 0 percent Moderately low 1 0 to 2 0 percent Moderate 2 0 to 4 0 percent High 4 0 to 8 0 percent Very high More than 8 0 percent Outwash Stratified and sorted sediments(chiefly sand and gravel)removed or"washed out" from a glacier by meltwater streams and deposited in front of or beyond the end moraine or the margin of a glacier The coarser material is deposited nearer to the ice Outwash plain An extensive lowland area of coarse textured glaciofluvial material An outwash plain is commonly smooth,where pitted, it generally is low in relief Paleoterrace An erosional remnant of a terrace that retains the surface form and alluvial deposits of its origin but was not emplaced by, and commonly does not grade to, a present-day stream or drainage network Pan A compact, dense layer in a soil that impedes the movement of water and the growth of roots For example, hardpan, fragipan, claypan, plowpan, and traffic pan Parent material The unconsolidated organic and mineral material in which soil forms Peat Unconsolidated material, largely undecomposed organic matter, that has accumulated under excess moisture (See Fibric soil material) Ped An individual natural soil aggregate, such as a granule, a prism, or a block Pedisediment A layer of sediment, eroded from the shoulder and backslope of an erosional slope, that lies on and is being (or was)transported across a gently sloping erosional surface at the foot of a receding hill or mountain slope 42 Custom Soil Resource Report Pedon The smallest volume that can be called"a soil"A pedon is three dimensional and large enough to permit study of all horizons Its area ranges from about 10 to 100 square feet(1 square meter to 10 square meters), depending on the variability of the soil Percolation The movement of water through the soil Perennial water(map symbol) Small, natural or constructed lakes, ponds, or pits that contain water most of the year - Permafrost Ground, soil, or rock that remains at or below 0 degrees C for at least 2 years It is defined on the basis of temperature and is not necessarily frozen pH value A numerical designation of acidity and alkalinity in soil (See Reaction, sod) Phase,soil t A subdivision of a soil series based on features that affect its use and management, such as slope, stoniness, and flooding Piping Formation of subsurface tunnels or pipelike cavities by water moving through the soil Pitting Pits caused by melting around ice They form on the soil after plant cover is removed Plastic limit The moisture content at which a soil changes from semisolid to plastic Plasticity index The numerical difference between the liquid limit and the plastic limit,the range of moisture content within which the soil remains plastic Plateau (geomorphology) A comparatively flat area of great extent and elevation, specifically, an extensive land region that is considerably elevated (more than 100 meters) above the adjacent lower lying terrain, is commonly limited on at least one side by an abrupt descent, and has a flat or nearly level surface A comparatively large part of a plateau surface is near summit level 43 Custom Soil Resource Report Playa The generally dry and nearly level lake plain that occupies the lowest parts of closed depressions, such as those on intermontane basin floors Temporary flooding occurs primarily in response to precipitation and runoff Playa deposits are fine grained and may or may not have a high water table and saline conditions Plinthite The sesquioxide-rich, humus-poor, highly weathered mixture of clay with quartz and other diluents It commonly appears as red mottles,usually in platy,polygonal, or reticulate patterns Plinthite changes irreversibly to an ironstone hardpan or to irregular aggregates on repeated wetting and drying, especially if it is exposed also to heat from the sun In a moist soil, plinthite can be cut with a spade It is a form of laterite Plowpan A compacted layer formed in the soil directly below the plowed layer Ponding Standing water on soils in closed depressions Unless the soils are artificially drained, the water can be removed only by percolation or evapotranspiration Poorly graded Refers to a coarse grained soil or soil material consisting mainly of particles of nearly the same size Because there is little difference in size of the particles, density can be increased only slightly by compaction Pore linings See Redoximorphic features Potential native plant community See Climax plant community Potential rooting depth (effective rooting depth) Depth to which roots could penetrate if the content of moisture in the soil were adequate The soil has no properties restricting the penetration of roots to this depth Prescribed burning Deliberately burning an area for specific management purposes, under the appropriate conditions of weather and soil moisture and at the proper time of day Productivity,soil The capability of a soil for producing a specified plant or sequence of plants under specific management Profile,soil A vertical section of the soil extending through all its horizons and into the parent material 44 Custom Soil Resource Report Proper grazing use Grazing at an intensity that maintains enough cover to protect the soil and maintain or improve the quantity and quality of the desirable vegetation This practice increases the vigor and reproduction capacity of the key plants and promotes the accumulation of litter and mulch necessary to conserve soil and water Rangeland Land on which the potential natural vegetation is predominantly grasses,grasslike plants, forbs, or shrubs suitable for grazing or browsing It includes natural grasslands, savannas, many wetlands, some deserts, tundras, and areas that support certain forb and shrub communities Reaction,soil A measure of acidity or alkalinity of a soil, expressed as pH values A soil that tests to pH 7 0 is described as precisely neutral in reaction because it is neither acid nor alkaline The degrees of acidity or alkalinity, expressed as pH values, are Ultra acid Less than 3 5 Extremely acid 3 5 to 4 4 Very strongly acid 4 5 to 5 0 Strongly acid 5 1 to 5 5 Moderately acid 5 6 to 6 0 Slightly acid 6 1 to 6 5 Neutral 6 6 to 7 3 Slightly alkaline 7 4 to 7 8 Moderately alkaline 7 9 to 8 4 Strongly alkaline 8 5 to 9 0 Very strongly alkaline 9 1 and higher Red beds Sedimentary strata that are mainly red and are made up largely of sandstone and shale Redoximorphic concentrations See Redoximorphic features Redoximorphic depletions See Redoximorphic features Redoximorphic features Redoximorphic features are associated with wetness and result from alternating periods of reduction and oxidation of iron and manganese compounds in the soil Reduction occurs during saturation with water,and oxidation occurs when the soil is not saturated Characteristic color patterns are created by these processes The reduced iron and manganese ions may be removed from a soil if vertical or lateral fluxes of water occur, in which case there is no iron or manganese precipitation in that soil Wherever the iron and manganese are oxidized and precipitated,they 45 Custom Soil Resource Report form either soft masses or hard concretions or nodules Movement of iron and manganese as a result of redoximorphic processes in a soil may result in redoximorphic features that are defined as follows 1 Redoximorphic concentrations—These are zones of apparent accumulation of iron-manganese oxides, including A Nodules and concretions, which are cemented bodies that can be removed from the soil intact Concretions are distinguished from nodules on the basis of internal organization A concretion typically has concentric layers that are visible to the naked eye Nodules do not have visible organized internal structure, and B Masses, which are noncemented concentrations of substances within the soil matrix, and C Pore linings, i e , zones of accumulation along pores that may be either coatings on pore surfaces or impregnations from the matrix adjacent to the pores 2 Redoximorphic depletions—These are zones of low chroma (chromas less than those in the matrix)where either iron-manganese oxides alone or both iron-manganese oxides and clay have been stripped out, including A Iron depletions, i e , zones that contain low amounts of iron and manganese oxides but have a clay content similar to that of the adjacent matrix, and B Clay depletions, i e , zones that contain low amounts of iron, manganese, and clay(often referred to as silt coatings or skeletans) 3 Reduced matrix—This is a soil matrix that has low chroma in situ but undergoes a change in hue or chroma within 30 minutes after the soil material has been exposed to air Reduced matrix See Redoximorphic features Regolith All unconsolidated earth materials above the solid bedrock It includes material weathered in place from all kinds of bedrock and alluvial,glacial,eolian,Iacustnne, and pyroclastic deposits Relief The relative difference in elevation between the upland summits and the lowlands or valleys of a given region Residuum (residual soil material) Unconsolidated, weathered or partly weathered mineral material that accumulated as bedrock disintegrated in place Rill A very small,steep-sided channel resulting from erosion and cut in unconsolidated materials by concentrated but intermittent flow of water A nll generally is not an obstacle to wheeled vehicles and is shallow enough to be smoothed over by / ordinary tillage 46 Custom Soil Resource Report Riser The vertical or steep side slope(e g , escarpment) of terraces, flood-plain steps, or other stepped landforms, commonly a recurring part of a series of natural, steplike landforms, such as successive stream terraces Road cut A sloping surface produced by mechanical means during road construction It is commonly on the uphill side of the road Rock fragments Rock or mineral fragments having a diameter of 2 millimeters or more,for example, pebbles, cobbles, stones, and boulders Rock outcrop(map symbol) An exposure of bedrock at the surface of the earth Not used where the named soils of the surrounding map unit are shallow over bedrock or where"Rock outcrop" is a named component of the map unit Root zone The part of the soil that can be penetrated by plant roots Runoff The precipitation discharged into stream channels from an area The water that flows off the surface of the land without sinking into the soil is called surface runoff Water that enters the soil before reaching surface streams is called ground-water runoff or seepage flow from ground water Saline soil A soil containing soluble salts in an amount that impairs growth of plants A saline soil does not contain excess exchangeable sodium Saline spot(map symbol) An area where the surface layer has an electrical conductivity of 8 mmhos/cm more than the surface layer of the named soils in the surrounding map unit The surface layer of the surrounding soils has an electrical conductivity of 2 mmhos/ cm or less Sand As a soil separate,individual rock or mineral fragments from 0 05 millimeter to 2 0 millimeters in diameter Most sand grains consist of quartz As a soil textural class, a soil that is 85 percent or more sand and not more than 10 percent clay Sandstone Sedimentary rock containing dominantly sand-sized particles 47 Custom Soil Resource Report Sandy spot(map symbol) A spot where the surface layer is loamy fine sand or coarser in areas where the surface layer of the named soils in the surrounding map unit is very fine sandy loam or finer Sapric soil material (muck) The most highly decomposed of all organic soil material Muck has the least amount of plant fiber, the highest bulk density, and the lowest water content at saturation of all organic soil material Saturated hydraulic conductivity(Ksat) The ease with which pores of a saturated soil transmit water Formally, the proportionality coefficient that expresses the relationship of the rate of water movement to hydraulic gradient in Darcy's Law, a law that describes the rate of water movement through porous media Commonly abbreviated as"Ksat"Terms describing saturated hydraulic conductivity are Very high 100 or more micrometers per second (14 17 or more inches per hour) High 10 to 100 micrometers per second (1 417 to 14 17 inches per hour) Moderately high 1 to 10 micrometers per second (0 1417 inch to 1 417 inches per hour) Moderately low 0 1 to 1 micrometer per second(0 01417 to 0 1417 inch per hour) Low 0 01 to 0 1 micrometer per second (0 001417 to 0 01417 inch per hour) Very low Less than 0 01 micrometer per second (less than 0 001417 inch per hour) To convert inches per hour to micrometers per second, multiply inches per hour by 7 0572 To convert micrometers per second to inches per hour, multiply micrometers per second by 0 1417 Saturation Wetness characterized by zero or positive pressure of the soil water Under conditions of saturation, the water will flow from the soil matrix into an unlined auger hole Scarification The act of abrading, scratching, loosening, crushing, or modifying the surface to increase water absorption or to provide a more tillable soil Sedimentary rock A consolidated deposit of clastic particles, chemical precipitates, or organic remains accumulated at or near the surface of the earth under normal low temperature and pressure conditions Sedimentary rocks include consolidated equivalents of alluvium, colluvium, drift, and eolian, lacustnne, and marine deposits Examples are sandstone, siltstone, mudstone, claystone, shale, conglomerate, limestone, dolomite, and coal Sequum A sequence consisting of an illuvial horizon and the overlying eluvial horizon (See Eluviation) 48 Custom Soil Resource Report Series,soil A group of soils that have profiles that are almost alike, except for differences in texture of the surface layer All the soils of a series have horizons that are similar in composition, thickness, and arrangement Severely eroded spot(map symbol) An area where, on the average, 75 percent or more of the original surface layer has been lost because of accelerated erosion Not used in map units in which "severely eroded,""very severely eroded,"or"gullied"is part of the map unit name Shale Sedimentary rock that formed by the hardening of a deposit of clay, silty clay, or silty clay loam and that has a tendency to split into thin layers Sheet erosion The removal of a fairly uniform layer of soil material from the land surface by the action of rainfall and surface runoff Short,steep slope(map symbol) A narrow area of soil having slopes that are at least two slope classes steeper than the slope class of the surrounding map unit Shoulder The convex,erosional surface near the top of a hillslope A shoulder is a transition from summit to backslope Shrink-swell The shrinking of soil when dry and the swelling when wet Shrinking and swelling can damage roads, dams, building foundations, and other structures It can also damage plant roots Shrub-coppice dune A small, streamlined dune that forms around brush and clump vegetation Side slope(geomorphology) A geomorphic component of hills consisting of a laterally planar area of a hillside The overland waterfow is predominantly parallel Side slopes are dominantly colluvium and slope-wash sediments Silica A combination of silicon and oxygen The mineral form is called quartz Silica-sesquioxide ratio The ratio of the number of molecules of silica to the number of molecules of alumina and iron oxide The more highly weathered soils or their clay fractions in warm-temperate, humid regions, and especially those in the tropics, generally have a low ratio 49 Custom Soil Resource Report Silt As a soil separate, individual mineral particles that range in diameter from the upper limit of clay(0 002 millimeter)to the lower limit of very fine sand (0 05 millimeter) As a soil textural class, soil that is 80 percent or more silt and less than 12 percent clay Siltstone An indurated silt having the texture and composition of shale but lacking its fine lamination or fissility, a massive mudstone in which silt predominates over clay Similar soils Soils that share limits of diagnostic criteria, behave and perform in a similar manner, and have similar conservation needs or management requirements for the major land uses in the survey area Sinkhole (map symbol) A closed,circular or elliptical depression,commonly funnel shaped,characterized by subsurface drainage and formed either by dissolution of the surface of underlying bedrock(e g , limestone, gypsum, or salt)or by collapse of underlying caves within bedrock Complexes of sinkholes in carbonate-rock terrain are the main components of karst topography Site index A designation of the quality of a forest site based on the height of the dominant stand at an arbitrarily chosen age For example, if the average height attained by dominant and codominant trees in a fully stocked stand at the age of 50 years is 75 feet, the site index is 75 Slickensides (pedogenic) Grooved, striated, and/or glossy(shiny) slip faces on structural peds, such as wedges, produced by shrink-swell processes, most commonly in soils that have a high content of expansive clays Slide or slip(map symbol) A prominent landform scar or ridge caused by fairly recent mass movement or descent of earthy material resulting from failure of earth or rock under shear stress along one or several surfaces Slope The inclination of the land surface from the horizontal Percentage of slope is the vertical distance divided by horizontal distance, then multiplied by 100 Thus, a slope of 20 percent is a drop of 20 feet in 100 feet of horizontal distance Slope alluvium Sediment gradually transported down the slopes of mountains or hills primarily by nonchannel alluvial processes(i e , slope-wash processes)and characterized by particle sorting Lateral particle sorting is evident on long slopes In a profile sequence, sediments may be distinguished by differences in size and/or specific gravity of rock fragments and may be separated by stone lines Burnished peds 50 Custom Soil Resource Report and sorting of rounded or subrounded pebbles or cobbles distinguish these materials from unsorted colluvial deposits Slow refill The slow filling of ponds, resulting from restricted water transmission in the soil Slow water movement Restricted downward movement of water through the soil See Saturated hydraulic conductivity Sodic(alkali)soil A soil having so high a degree of alkalinity(pH 8 5 or higher) or so high a percentage of exchangeable sodium (15 percent or more of the total exchangeable bases), or both, that plant growth is restricted Sodic spot(map symbol) An area where the surface layer has a sodium adsorption ratio that is at least 10 more than that of the surface layer of the named soils in the surrounding map unit The surface layer of the surrounding soils has a sodium adsorption ratio of 5 or less Sodicity The degree to which a soil is affected by exchangeable sodium Sodicity is expressed as a sodium adsorption ratio(SAR) of a saturation extract, or the ratio of Na+to Ca+++Mg++ The degrees of sodicity and their respective ratios are Slight Less than 13 1 Moderate 13-301 Strong More than 30 1 Sodium adsorption ratio (SAR) A measure of the amount of sodium(Na)relative to calcium (Ca)and magnesium (Mg) in the water extract from saturated soil paste It is the ratio of the Na concentration divided by the square root of one-half of the Ca+Mg concentration Soft bedrock Bedrock that can be excavated with trenching machines,backhoes,small rippers, and other equipment commonly used in construction Soil A natural,three-dimensional body at the earth's surface It is capable of supporting plants and has properties resulting from the integrated effect of climate and living matter acting on earthy parent material, as conditioned by relief and by the passage of time Soil separates Mineral particles less than 2 millimeters in equivalent diameter and ranging between specified size limits The names and sizes, in millimeters, of separates recognized in the United States are as follows 51 Custom Soil Resource Report J Very coarse sand 2 0 to 1 0 Coarse sand 1 0 to 0 5 Medium sand 0 5 to 0 25 Fine sand 0 25 to 0 10 Very fine sand 0 10 to 0 05 Silt 0 05 to 0 002 Clay Less than 0 002 Solum The upper part of a soil profile, above the C horizon, in which the processes of soil formation are active The solum in soil consists of the A, E, and B horizons Generally,the characteristics of the material in these horizons are unlike those of the material below the solum The living roots and plant and animal activities are largely confined to the solum Spoil area (map symbol) A pile of earthy materials, either smoothed or uneven, resulting from human activity Stone line In a vertical cross section,a line formed by scattered fragments or a discrete layer of angular and subangular rock fragments (commonly a gravel-or cobble-sized lag concentration)that formerly was draped across a topographic surface and was later buried by additional sediments A stone line generally caps material that was subject to weathering, soil formation, and erosion before burial Many stone lines seem to be buried erosion pavements, originally formed by sheet and rill erosion across the land surface Stones Rock fragments 10 to 24 inches (25 to 60 centimeters) in diameter if rounded or 15 to 24 inches (38 to 60 centimeters) in length if flat Stony Refers to a soil containing stones in numbers that interfere with or prevent tillage Stony spot(map symbol) A spot where 0 01 to 0 1 percent of the soil surface is covered by rock fragments that are more than 10 inches in diameter in areas where the surrounding soil has no surface stones Strath terrace A type of stream terrace,formed as an erosional surface cut on bedrock and thinly mantled with stream deposits (alluvium) Stream terrace One of a series of platforms in a stream valley, flanking and more or less parallel to the stream channel, originally formed near the level of the stream, represents 52 Custom Soil Resource Report the remnants of an abandoned flood plain, stream bed, or valley floor produced during a former state of fluvial erosion or deposition Striperopping Growing crops in a systematic arrangement of strips or bands that provide vegetative barriers to wind erosion and water erosion Structure,soil The arrangement of primary soil particles into compound particles or aggregates The pnncipal forms of soil structure are Platy Flat and laminated Prismatic Vertically elongated and having flat tops Columnar Vertically elongated and having rounded tops Angular blocky Having faces that intersect at sharp angles (planes) Subangular blocky Having subrounded and planar faces (no sharp angles) Granular Small structural units with curved or very irregular faces Structureless soil horizons are defined as follows Single grained Entirely noncoherent(each grain by itself), as in loose sand Massive Occurring as a coherent mass Stubble mulch Stubble or other crop residue left on the soil or partly worked into the soil It protects the soil from wind erosion and water erosion after harvest, during preparation of a seedbed for the next crop, and during the early growing period of the new crop Subsoil Technically, the B horizon, roughly, the part of the solum below plow depth Subsoiling Tilling a soil below normal plow depth, ordinarily to shatter a hardpan or claypan Substratum The part of the soil below the solum Subsurface layer Any surface soil horizon (A, E,AB, or EB) below the surface layer Summer fallow The tillage of uncropped land during the summer to control weeds and allow storage of moisture in the soil for the growth of a later crop A practice common in semiarid regions, where annual precipitation is not enough to produce a crop every year Summer fallow is frequently practiced before planting winter grain 53 Custom Soil Resource Report Summit The topographically highest position of a hillslope It has a nearly level (planar or only slightly convex) surface Surface layer The soil ordinarily moved in tillage, or its equivalent in uncultivated soil, ranging in depth from 4 to 10 inches(10 to 25 centimeters) Frequently designated as the "plow layer,"or the"Ap horizon " , Surface soil The A,E,AB,and EB horizons,considered collectively It includes all subdivisions of these horizons Talus Rock fragments of any size or shape(commonly coarse and angular)derived from and lying at the base of a cliff or very steep rock slope The accumulated mass of such loose broken rock formed chiefly by falling, rolling, or sliding Taxadjuncts Soils that cannot be classified in a series recognized in the classification system Such soils are named for a series they strongly resemble and are designated as taxadjuncts to that series because they differ in ways too small to be of consequence in interpreting their use and behavior Soils are recognized as taxadjuncts only when one or more of their characteristics are slightly outside the range defined for the family of the series for which the soils are named Terminal moraine An end moraine that marks the farthest advance of a glacier It typically has the form of a massive arcuate or concentric ridge, or complex of ridges, and is underlain by till and other types of drift Terrace(conservation) An embankment, or ridge, constructed across sloping soils on the contour or at a slight angle to the contour The terrace intercepts surface runoff so that water soaks into the soil or flows slowly to a prepared outlet A terrace in a field generally is built so that the field can be farmed A terrace intended mainly for drainage has a deep channel that is maintained in permanent sod Terrace(geomorphology) A steplike surface,bordering a valley floor or shoreline,that represents the former position of a flood plain, lake, or seashore The term is usually applied both to the relatively flat summit surface(tread)that was cut or built by stream or wave action and to the steeper descending slope (scarp or riser)that has graded to a lower base level of erosion Terracettes Small, irregular steplike forms on steep hillslopes, especially in pasture,formed by creep or erosion of surficial materials that may be induced or enhanced by trampling of livestock, such as sheep or cattle 54 Custom Soil Resource Report Texture, soil The relative proportions of sand,silt,and clay particles in a mass of soil The basic textural classes,in order of increasing proportion of fine particles,are sand,loamy sand, sandy loam,loam, silt loam, silt, sandy clay loam, clay loam, silty clay loam, sandy clay, silty clay, and clay The sand, loamy sand, and sandy loam classes may be further divided by specifying "coarse,""fine,"or"very fine" Thin layer Otherwise suitable soil material that is too thin for the specified use Till Dominantly unsorted and nonstratified drift, generally unconsolidated and deposited directly by a glacier without subsequent reworking by meltwater, and consisting of a heterogeneous mixture of clay, silt, sand, gravel, stones, and boulders, rock fragments of various lithologies are embedded within a finer matrix that can range from clay to sandy loam Till plain An extensive area of level to gently undulating soils underlain predominantly by till and bounded at the distal end by subordinate recessional or end moraines Tilth,soil The physical condition of the soil as related to tillage, seedbed preparation, seedling emergence, and root penetration Toeslope The gently inclined surface at the base of a hillslope Toeslopes in profile are commonly gentle and linear and are constructional surfaces forming the lower part of a hillslope continuum that grades to valley or closed-depression floors Topsoil The upper part of the soil,which is the most favorable material for plant growth It is ordinarily rich in organic matter and is used to topdress roadbanks, lawns, and land affected by mining Trace elements Chemical elements,for example,zinc, cobalt, manganese, copper, and iron, in soils in extremely small amounts They are essential to plant growth Tread The flat to gently sloping,topmost,laterally extensive slope of terraces,flood-plain steps,or other stepped landforms,commonly a recurring part of a series of natural steplike landforms, such as successive-stream terraces Tuff A generic term for any consolidated or cemented deposit that is 50 percent or more volcanic ash 55 Custom Soil Resource Report Upland An informal, general term for the higher ground of a region, in contrast with a low- lying adjacent area,such as a valley or plain, or for land at a higher elevation than the flood plain or low stream terrace,land above the footslope zone of the hillslope continuum Valley fill The unconsolidated sediment deposited by any agent(water,wind, ice, or mass wasting) so as to fill or partly fill a valley Variegation Refers to patterns of contrasting colors assumed to be inherited from the parent material rather than to be the result of poor drainage Verve A sedimentary layer or a lamina or sequence of laminae deposited in a body of still water within a year Specifically, a thin pair of graded glaciolacustrine layers seasonally deposited,usually by meltwater streams,in a glacial lake or other body of still water in front of a glacier Very stony spot(map symbol) A spot where 0 1 to 3 0 percent of the soil surface is covered by rock fragments that are more than 10 inches in diameter in areas where the surface of the surrounding soil is covered by less than 0 01 percent stones Water bars Smooth, shallow ditches or depressional areas that are excavated at an angle across a sloping road They are used to reduce the downward velocity of water and divert it off and away from the road surface Water bars can easily be driven over if constructed properly Weathering All physical disintegration, chemical decomposition, and biologically induced changes in rocks or other deposits at or near the earth's surface by atmospheric or biologic agents or by circulating surface waters but involving essentially no transport of the altered material Well graded Refers to soil material consisting of coarse grained particles that are well distributed over a wide range in size or diameter Such soil normally can be easily increased in density and bearing properties by compaction Contrasts with poorly graded soil Wet spot(map symbol) A somewhat poorly drained to very poorly drained area that is at least two drainage classes wetter than the named soils in the surrounding map unit 56 Custom Soil Resource Report Wilting point(or permanent wilting point) The moisture content of soil, on an ovendry basis, at which a plant(specifically a sunflower)wilts so much that it does not recover when placed in a humid, dark chamber Windthrow The uprooting and tipping over of trees by the wind 57 APPENDIX B Rational Method Runoff Calculations 1-76 Storage - HISTORIC RUNOFF CALCS for D soils - Cs CIO Ctoo= from Table RO-5 T1= (.395"(1.1-Cyr)"(L"s)) / (S)".333 From UDFCD 2016, Equation 6-3 "for Ti calculations - only Cs is used 5 10 100 1-Hour Point Rainfall 1.16 1.43 2.67 2011 UDFCD>>> No check on Historic 2016 UDFCD >>> Tc Check = (18-15i) + [Ltravel / (60*(24i + 12)(So)^.5)] BASIN H4 Historic - 5, 10, 100 yr 6.906 acres Use NCS Type D Cyr -see frequency left Ti** Velocity Tt Tc Use Tc I A CIAs historic 5yr Length Slope 0.07 67.24 0.81 9.47 76.71 76.71 0.99 6.91 0.48 cfs initial 500 0.007 25 28 201 6.91 0.97 cfs travel 460 0.007 CIA's historic 10yr 960 0.22 67.24 0.81 9.47 76.71 76.71 1 .22 6.91 1.86 cfs Overland flow 25 28 2.48 6 91 3 76 cfs Overland distance 960 ft, limited to 500 ft per UDFCD RO 2.4.1 ClAtoo hbbrk 100yr Remainder carried as travel 0.52 67.24 0.81 9.47 76.71 76.71 2.28 6.91 8.19 cfs Cv= 10 2528 4 62 6.91 16.60 cfs BASIN H3 Historic - 5, 10, 100 yr 0.952 acres Use NCS Type D Cyr -see frequency left Ti" Velocity Tt Tc Use Tc I A CIAs historic 5yr Length Slope 0.07 40.63 0.81 0.00 40.63 40.63 1 .51 0.95 0.10 cfs initial 350 0.007 17 70 2.43 0.95 016 cfs travel 0 0.007 CIAto historic 10yr 350 0.22 40.63 0.81 0.00 40.63 40.63 1 .86 0.95 0.39 cfs Overland flow 17 70 2.99 0 95 063 cfs Overland distance 1358 ft, limited to 500 ft per UDFCD RO 2.4.1 CIA's° historic 100yr Remainder carried as travel 0.52 40.63 0.81 0.00 40.63 40.63 3.48 0.95 1.72 cfs Cv= 10 17. 70 5 59 0 95 277 cis BASIN FR Historic - 5, 10, 100 yr 0.940 acres Use NCS Type D Cyr -see frequency left Ti" Velocity Tt Tc Use Tc I A CIA historic 5yr Length Slope 0.00 76.76 0.81 12.28 89.04 89.04 0.89 0.94 0.00 cfs initial 500 0.007 27.54 1 91 0 94 000 cfs travel 597 0.007 CIAto historic 10yr 1097 0.22 76.76 0.81 12.28 89.04 89.04 1 . 10 0.94 0.23 cfs Overland flow 27 54 2 36 094 0 49 cfs Overland distance 1358 ft. limited to 500 ft per UDFCD RO 2.4.1 ClAtoo hfsbrk 100yr Remainder carried as travel 0.52 76.76 0.81 12.28 89.04 89.04 2.05 0.94 1.00 cfs Cv= 10 2754 4.40 0.94 215 cfs Western Engineering Consultants 8/11/2016 Page 1 of 12 TOTAL AREA 6 906 acres TOTAL AREA 0 952 acres BASIN H4 Undeveloped Building Asphalt Landscaping BASIN H3 Undeveloped Building Asphalt Landscaping Gravel(packed) EFFECTIVE Gravel(packed) EFFECTIVE 1 Imperviousness% 2 90 00 100 00 40 00 2 00 Imperviousness% 2 90 00 100 00 40 00 2 00 C5 007 083 092 040 007 C5 007 083 092 040 007 C10 0 22 0 87 0 94 0 50 0 22 C10 022 0 87 0 94 0 50 0 22 C100 0 52 0 91 0 96 0 69 0 52 C100 0 52 0 91 0 96 0 69 0 52 AREA 691 000 000 000 691 AREA 095 000 000 000 095 TOTAL AREA 0 940 acres BASIN FR Undeveloped Building Asphalt Landscaping TABLE RO-2(taken from UDFCD Manual-Vol I) Gravel(packed) EFFECTIVE Type of Land Surface Conveyance coefficient Cv Imperviousness% 2 90 00 100 00 40 00 2 00 Heavy Meadow 2 5 C5 0 07 0 63 0 92 0 40 0 07 Tillage/field 5 c10 0 22 0 90 0 96 0 63 0 22 Short pasture/Lawns 7 ciao 052 091 096 069 052 Nearly Bare Ground 1000 Grassed Waterway 15 00 AREA 0 94 0 00 0 00 0 00 0 94 Paved areas and shallow paved swales 20 00 Western Engineering Consultants 8111/2016 Page 2 of 12 HISTORIC RUNOFF TABLE (1-76 Storage) _ BASIN Impervious C-YR I A CIA(YR-historic) Flow DESIGN POINT- BASIN H4 C5 200 007 099 691 048 cfs H1 C5 201 097 cfs Cm 2 00 0 52 2 28 6 91 8 19 cfs C100 4 62 16 60 cfs BASIN H3 C5 2 00 0 07 1 51 0 95 0 10 cfs H2 C5 2 43 0 16 cfs C100 2 00 0 52 3 48 0 95 1 72 cfs C 100 5 59 " 2 77 cfs BASIN FR C5 2 00 0 07 0 89 0 94 0 06 cfs H3 C5 1 91 0 13 cfs Clop 2 00 0 52 2 05 0 94 1 00 cfs C 100 4 40 2 15 cfs , Western Engineering Consultants 8/11/2016 Page 9 of 12 1-76 Storage - EXISTING RUNOFF CALCS for D soils - CS CIO C1fw = from Table Rog Ti= (.395'(1.1-Cy,)*(L".$)) l (S)"a» From UDFCD 2016, Equation 6-3 "for Ti calculations - only Cs is used 5 10 100 1-Hour Point Rainfall 1.16 1.43 2.67 2011 UDFCD>>> Tc Check = Travel Length/180 + 10 2016 UDFCD >>> Tc Check = (18-151) + (Ltravel/(60•(24i + 12)(So)^.5)j E4 Existing - 5, 10, 100 yr 6.906 acres Use NCS Type D Cyr .see frequency tart Ti" Velocity Tt Tc check Use Tc I A CMS abbess 5yr Length Slope 0.07 87.47 0.33 64.32 151 .79 19.94 19.94 2.29 6.91 1.10 cfs initial 500 0.001 This basin is not urbanized 69 24 69.24 1 06 6.91 051 cfs travel 1 ,290 0.001 CIA10 astatine 10yr 1790 0.22 87.47 0.33 64.32 151 .79 19.94 19.94 2.82 6.91 4.28 cfs Overland flow 69 24 69.24 1 31 6 91 1 99 cts Overland distance 17901t. limited to 500 ft per UDFCD RO 2.4.1 CIA1oo existing 100yr Remainder carried as tr CV= 10 0.52 87.47 0.33 64.32 151 .79 19.94 19.94 5.26 6.91 18.89 cfs 6924 6924 245 691 8. 79 cfs E3 Existing - 5, 10, 100 yr 0.952 acres Use NCS Type D Cyr -see frequency left Ti" Velocity Tt Tc check Use Tc I A CIA&eating 5yr Length Slope 0.27 34.26 1 .51 0.00 34.26 11 .95 11 .95 2.92 0.95 0.75 cfs initial 350 0.006 14.23 14.23 2. 70 0 95 0. 70 cfs travel 0 0.006 CIA10 existing 10yr 350 0.39 34.26 1 .51 0.00 34.26 11 .95 11.95 3.60 0.95 1.33 cfs Overland flow only 1423 14.23 333 0 95 1 23 cfs Overland distance 552 ft. limited to 500 ft per UDFCD RO 2.4.1 ClAloo .sreting 100yr Remainder carved as tr Cv= 20 0.62 34.26 1 .70 0.00 34.26 11 .95 11.95 6.71 0.95 3.99 cfs 1423 14 23 6.21 0 95 3.69 cfs FR Developed -5, 10, 100 yr 0.940 acres Use NCS Type D Cr -see frequency ten Ti"` 1/g loth Tt Tc check Use Tc I A ClAs eating 5yr Length Slope 0.13 6.36 1 .70 10.28 16.64 15.89 15.89 2.56 0.94 0.31 cfs initial 10 0.007 31 27 31.27 1 78 0 94 0 21 cts travel 1 ,050 0.007 CIA10 existing 10yr 1060 0.27 6.36 1 .70 10.28 16.64 15.89 15.89 3.16 0.94 0.80 cfs Overland flow 31.27 31.27 2 19 0 94 0 55 cfs Overland distance 552 ft. limited to 500 ft per UDFCD RO 2.4.1 CIA1oo e■Knng 100yr Remainder carried as tr Cv= 20 0.55 6.36 1 .70 10.28 16.64 15.89 15.89 5.90 0.94 3.05 cfs 31.27 31.27 4.09 0 94 2 11 cfs OFF1 Existing - 5, 10, 100 yr 9.211 acres Use NCS Type D Cyr -see frequency tan Ti" Velocity Tt Tc check Use Tc I A CIA&existing 5yr Length Slope 0.07 48.53 0.57 25.24 73.77 17.54 17.54 2.44 9.21 1.57 cfs initial 500 0.007 31 85 31 85 1 76 9.21 1. 13 cfs travel 858 0.007 CIA10 existing 10yr 1 358 0.22 48.53 0.57 25.24 73.77 17.54 17.54 3.01 9.21 6.10 cfs Overland flow 31 85 31 85 2 17 9 21 4 39 cfs Overland distance 1358 ft. limited to 500 ft per UDFCD RO 2.4.1 CIA,00flitting 100yr Remainder carried as travel 0.52 48.53 0.57 25.24 73.77 17.54 17.54 5.62 9.21 26.90 cfs Cv= 7 31 85 31 85 404 9.21 19.36 cfs Western Engineering Consultants 8/11/2016 Page 3 of 12 6 906 acres 0 952 acres E4 Undeveloped Building Asphalt Concrete Gravel(packed) 63 Undeveloped Building Asphalt Concrete Gravel(packed) Use NCS Type O EFFECTIVE Use NCS Type D EFFECTIVE Imperviousness% 2 90 00 100 00 90 00 40 00 2 00 I 2 90 00 100 00 90 00 40 00 25 13 C5 0 07 0 83 0 92 0 83 0 40 0 07 CS 0 07 0 83 0 92 0 83 0 40 0 27 C10 022 0 87 0 94 0 87 0 50 0 22 C10 0 22 0 87 0 94 0 87 0 50 0 39 C100 052 091 096 091 069 052 C100 052 091 096 091 069 062 AREA 6 906 000 000 000 000 691 AREA 073 000 022 00D 000 095 0 940 acres 9 211 acres FR Undeveloped Building Asphalt Concrete Gravel(packed) OFF1 Undeveloped Building Asphalt Concrete Gravel(packed) Use NCS Type O EFFECTIVE Use NCS Type D EFFECTIVE ' Impetuousness% 2 90 00 100 00 90 00 40 00 8 75 I 2 90 00 100 00 90 00 40 00 2 00 C5 0 07 0 83 0 92 0 83 0 40 0 13 CS 0 07 0 83 0 92 0 83 0 40 0 07 C10 022 0 87 0 94 0 67 0 50 0 27 C10 022 0 87 0 94 0 87 0 50 0 22 C100 052 091 096 091 0 69- 055 C100 052 091 096 091 069 052 AREA 0 875 000 006 000 000 094 AREA 9211 000 000 000 000 921 TABLE RO-2(taken from UDFCD Manual-Vol I) Type of Land Surface Conveyance coefficient Cv Heavy Meadow 2 5 Tillage/field 5 Short pasture/Lawns 7 Nearly Bare Ground 10 00 Grassed Waterway 15 00 Paved areas and shallow paved swales 20 00 Western Engineenng Consultants 8111/2016 Page 4 0112 EXISTING (1-76 Storage) BASIN Impervious C-YR I A CIA(YR-existing) Flow DESIGN POINT E4 C5 2 00 0 07 2 29 6 91 1 10 cfs 1 C5 1 06 0 51 cfs C100 2 00 0 52 5 26 6 91 18 89 cfs C100 2 45 8 79 cfs E3 C5 25 13 0 27 2 92 0 95 0 75 cfs 2 C5 2 70 0 70 cfs C100 25 13 0 62 6 71 0 95 3 99 cfs C100 6 21 3 69 cfs FR C5 8 75 0 13 2 56 0 94 0 31 cfs 3 C5 1 78 0 21 cfs C100 8 75 0 55 5 90 0 94 3 05 cfs C 100 4 09 2 11 cfs OFF1 C5 2 00 0 07 2 44 9 21 1 57 cfs 4 C5 1 76 1 13 cfs C100 2 00 0 52 5 62 9 21 26 90 cfs C100 4 04 19 36 cfs Western Engineering Consultants 8/11/2016 Page 10 of 12 I-76 Storage-DEVELOPED RUNOFF CALCS(Asphalt) See below for effective C values as calculated from Table RO 5 Ti.(395•(1 1-C+)•(L^n))I(S)^»> From UDFCD 2016 Equation 6-3 •for Ti calculations-only Cs is used 5 10 100 Point Rainfall 1 16 1 43 2 67 2011 UDFCD»>Tc Check=Travel Length/180+10 2016 UDFCD cv Tc Check=(18 150)+(Ltravel/(60•(241+12)(So)^5)) A4 Developed S 10,100 yr 6 91 acres Use NCS Type D Cs Ti Velocity Tt Tc check Use Tc Cs,+s sows I A CIAs a..a,.a Syr Length Slope 0 72 9 09 1 00 17 65 26 73 16 77 16 77 0 72 2 50 6 91 12 47 cfs initial 159 0015 1794 1794 072 241 891 1206 cfs travel 1 059 0 003 CIA.oa..awe 10yr 0 72 9 09 1 00 17 65 26 73 16 77 16 77 0 77 3 08 6 91 1644 cfs 1794 1794 077 297 691 1589 cfs Cv= 2000 CIA,00a..an.a 100yr 0 72 9 09 1 00 17 65 26 73 16 77 16 77 0 86 5 74 6 91 34 04 efs 17 94 17 94 0 86 5 55 6 91 32 91 cfs A3 Developed S 10 100 yr 0 95 acres Use NCS Type D Cs fl veloa Tt Tc check Use Tc C.,.e„wid I A CIA,a.m...a 5yr Length Slope 0 81 3 93 1 00 5 00 8 93 11 94 11 94 0 81 2 92 0 95 2 25 efs initial 50 0 015 794 794 081 342 095 263 cfs travel 300 0 003 CIA,odswis.a 10yr 0 81 3 93 1 00 5 00 8 93 11 94 11 94 0 85 3 60 0 95 2 90 efs 794 794 085 421 095 340 cis Cv= 20 00 ClA,o,a.a,.a 100yr 0 81 3 93 1 00 5 00 8 93 11 94 11 94 0 90 6 72 0 95 5 77 efs 7 94 7 94 0 90 7 87 0 95 6 76 cfs FR Developed-5,10,100 yr 0 940 acres Use NCS Type D Cs Ti Velocity LI— L c±esk Use Tc C+.,ems I A CIA wwwi e 5yr Length Slope 0 21 7 52 0 57 30 88 38 40 15 92 15 92 0 21 2 56 0 94 0 50 efs initial 16 0007 This basin is not urbanized 3502 3502 021 166 094 032 cfs travel 1 050 0 007 CIAse a..m,.n 10yr 0 21 7 52 0 57 30 88 38 40 15 92 15 92 0 34 3 16 0 94 1 00 cfs 35 02 35 02 0 34 2 04 0 94 0 65 oft Cv= 700 CIA,eoa..anw 100yr 0 21 7 52 0 57 30 88 38 40 15 92 15 92 0 59 5 59 0 94 3 28 efs 35 02 35 02 0 59 3 82 0 94 2 12 cfs OFF1 Developed-5 10,100 yr 9 21 acres Use NCS Type D C5 Ti Velgei Tt Tc check Use Tc see above I A CIAS developed 5yr Length Slope 0 07 48 53 0 57 25 24 73 77 17 54 17 54 0 07 2 44 9 21 1 57 cfs initial 500 0007 2615 2615 007 197 921 127 cis travel 858 0 007 CIA10 developed 10yr 0 07 4B 53 0 57 25 24 73 77 17 54 17 54 0 22 3 01 9 21 6 10 efs 26 15 26 15 0 22 2 43 9 21 4 92 cfs Cv= 7 00 CIA100 developed 100yr 0 07 48 53 0 57 25 24 73 77 17 54 17 54 0 52 5 62 9 21 26 90 efs 28 15 28 15 0 52 4 54 9 21 21 73 els Western Engineering Consultants 8/11/2016 Page 5 of 12 TOTAL AREA 6 906 acres TOTAL AREA 0 952 acres Water/ A4 Landscaping Gravel Budding Concrete Asphalt A3 Landscaping Gravel Building Concrete Asphalt EFFECTIVE EFFECTIVE I 2 40 00 90 00 90 00 100 00 77 35 I 2 40 00 90 00 90 00 100 00 87 29 C5 0 07 0 40 0 83 0 83 0 92 0 72 C5 0 07 0 40 0 83 0 83 0 92 0 81 C10 0 22 0 50 0 87 0 87 0 94 0 77 C10 0 22 0 50 0 87 0 87 0 94 0 85 C100 052 069 091 091 096 086 C100 052 069 091 091 096 090 AREA 0 70 1 44 0 00 0 10 4 66 6 906 AREA 0 12 0 00 0 00 0 02 0 81 0 952 TOTAL AREA 0 940 acres TOTAL AREA 9 211 acres FR Landscaping Gravel Building Concrete Asphalt OFF1 Landscaping Gravel Building Concrete Asphalt EFFECTIVE EFFECTIVE I 2 40 00 90 00 90 00 100 00 17 93 I 2 40 00 90 00 90 00 100 00 2 00 C5 007 040 083 083 0 92 021 C5 007 040 083 083 092 007 C10 0 22 0 50 0 87 0 87 0 94 0 34 C10 0 22 0 50 0 87 0 87 0 94 0 22 C100 052 069 091 091 096 059 C100 052 069 091 091 096 052 AREA 0706 013 000 000 010 0940 AREA 9211 000 000 000 000 9211 TABLE RO-2(taken from UDFCD Manual-Vol I) I Type of Land Surface Conveyance coefficient Cv Heavy Meadow 2 5 Tillage/field 5 Short pasture/Lawns 7 Nearly Bare Ground 10 00 Grassed Waterway 15 00 Paved areas and shallow paved swales 20 00 T Western Engineering Consultants 8/11/2016 Page 6 of 12 DEVELOPED (1-76 Storage) BASIN Impervious C-YR I A CIA(YR-DEVELOPED) cfs DESIGN POINT A4 C5 77 35 0 72 2 50 6 91 12 47 cfs 1 C5 2 41 12 06 cfs C100 77 35 0 86 5 74 6 91 34 04 cfs C 100 5 55 32 91 cfs A3 C5 8729 081 292 _095 225 cfs 2 C5 3 42 2 63 cfs C100 87 29 0 90 6 72 0 95 5 77 cfs C 100 7 87 6 76 cfs FR C5 ' 17 93 0 21 2 56 0 94 0 50 cfs 3 C5 1 66 0 32 cfs C100 17 93 0 59 5 89 0 94 3 28 cfs C 100 3 82 2 12 cfs OFF1 C5 2 00 0 07 2 44 9 21 1 57 cfs 4 C5 1 97 - 1 27 cfs C100 2 00 0 52 5 62 9 21 26 90 cfs C 100 4 54 21 73 cfs Western Engineering Consultants 8/11/2016 Page 11 of 12 DISCHARGE CALCS for 176 Storage POND A OUTLET WIS Bev 0(cfs) Inlet Inv 4706 25 WOCV 4707 29 10 yr w/s 4707 64 0 97 100 yr w/s 4707 93 0 97 100 yr CIRCULAR Orifice Equation Q=CA(2 g H)0 5 C= 0 6(from UDFCO) Outlet Invert= 4708 25 Qmajor— 0 070 cfs Outlet Dia(in)= 15 Hmajor= 0 027 ft H is max height of 1 68 feet less 1/2 dia of the outfall orifice g= 32 2 fUsec2 Major A= 0 21 sq ft A mat= 30 14 sq in Circular(rad) R= 3 10 inches 100 yr SQUARE 10 yr SQUARE Orifice Equation Q=CA(2 g H)0 5 C= 0 65(from UDFCD) Orifice Equation Q=CA(2 g'H)0 5 C= 0 65(from UDFCD) Outlet Invert= 4706 25 Omajor= 0 070 cfs Outlet Invert= 4706 25 Ommor= 0 970 cfs Outlet Dia(in)= 16 Hmajor= 0 027 ft Outlet Dm(in)= 18 Hminor= 0 642 8 H is max height of 1 68 feet less 1/2 dia of the outfall orifice g= 32 2 fl/sec2 H is max height of 1 30 feet less 1/2 die of the outfall orifice g= 32 2 ffsec2 Major A= 0 10 sq ft A mat= 27 82 sq in Major A= 0 23 sq ft A maj= 33 41 sq in Square wilt= 5 27 inches ea Square wlh= 5 76 inches ea 5 4/16 5 12/16 10 YEAR WEIR(g OUTLET STRUCTURE POND EMERGENCY OVERFLOW MINIMUM WEIR(on site only) POND EMERGENCY OVERFLOW ACTUAL WEIR(on site only) Weir Equation 0= CLH"1 5 Weir Equation 0= CLH"1 5 Weir Equation 0= CLH 15 C(from Figure 7 13) 3 40 C(from Figure 7 13)for Type C Inlet 2 60 C(from Figure 7 13)for Type C Inlet 2 60 Mm Top of Emergency Spillway Wall 4700 00 Mm Top of Emergency Spillway Wall 4700 00 For 10 year weir 0= 0 07 cfs Emergency Overflow weir 2X Peak Dev 0= 81 46 cfs Emergency Overflow weir Maximum Capacity 0= 115 66 cfs H=(10 yr w/s less WQCV w/s)= 0 35 8 H is difference between TOW&100 yr w/s= 1 07 fl H is difference between TOW 8 100 yr w/s= 1 07 ft H= 4 25 inches H= 12 BB inches H= 12 BB inches L= 1 35 ft Required Mm L= 28 17 ft L= 40 ft L= 16 22 inches / Required Mm L= 338 06 inches L= 480 Inches APPENDIX C Empirical Detention Calculations,Modified FAA Detention Calculations, Design Pond Volumes, Channel Capacities,etc REQUIRED DETENTION (EMPIRICAL for COMPARISON) K100=(1 78*I-002*I^2-3 56)/900 UDFCD K10=(0 95*I-1 9)/1000 UDFCD 10 YEAR 100 YEAR 10 YEAR 100 YEAR VOLUME=KA VOLUME=KA VOLUME=KA VOLUME=KA BASIN I A K10 K100 acre-ft acre-ft cubic feet cubic feet A4 77 35 6 91 0 07 0 14 0 49 0 94 21,532 40,828 A3 87 29 0 95 0 08 0 15 0 08 0 14 3,359 6,291 TOTAL 78 55 7 86 0 07 0 14 0 57 1 08 24,891 47,120 WATER QUALITY CALCULATIONS from Figure EDB-2,40 hr drain @ I,WQCV=noted below A WQ WQCV WQCV TOTAL w/10 yr TOTAL wl 100 yr TOTAL w/10 yr TOTAL w/100 yr BASIN acres (in/watershed) ac-ft cubic feet acre ft acre ft cubic feet cubic feet** A4 6 91 0 31 0 22 9,399 7 0 71 1 15 30,932 45,528 A3 0 95 0 38 0 04 1,572 7 0 11 0 18 4,932 7,077 0 000 000 000 00 000 000 0 0 0 000 000 000 00 000 000 0 0 TOTAL 7 86 0 69 0 25 10,972 0 82 1 33 35,864 52,606 **only includes 50%of WQCV WQCV Mm Reqd Vol Mm Reqd Vol Forebay Forebay Release Rate FOREBAY acres cubic feet %of WQCV cubic feet Max Depth(in) Dimensions Volume(ftA3) 2%of Dev Q(cfs) A4 691 9,3997 2% 1880 12 14'*14' 196 068 A3 095 1,5727 2% 315 12 12'*12' 144 012 0 000 00 2% 00 000 TOTAL 080 EMPIRICAL RELEASE RATES(Watershed slope<0 01 ft/ft) A SOIL TYPE 5 YR COEFF 5 YR RATE 10 YR COEFF 10 YR RATE 100 YR COEFF 100 YR RATE BASIN acres UDFCD cfs UDFCD cfs UDFCD cfs A4 6 91 D 0 28 1 93 0 48 3 31 1 43 9 88 A3 0 95 D 0 28 0 27 0 48 0 46 1 43 1 36 0 0 00 D 0 28 0 00 0 48 0 00 1 43 0 00 0 0 00 D 0 28 0 00 0 48 0 00 1 43 0 00 TOTAL 786 220 377 1124 Western Engineering Consultants 8/11/2016 Page 7 of 12 DETENTION VOLUME BY THE MODIFIED FAA METHOD Project: 176 Storage - Asphalt @ 5yr Historic Basin ID: Pond 3 (For catchments less than 160 acres only. For larger catchments. use hydrograph routing method) (NOTE: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) Determination of ',' INCP. Detention Volume Using Modified FAA Method Determination of MAJOR Detention Volume Using Modified FAA Method Design Information (Input): Design Information (Input): Catchment Drainage imperviousness I. = 85.00 percent Catchment Drainage Imperviousness I, = 85.00 percent Catchment Drainage Area A = 6.910 acres Catchment Drainage Area A = 6.910 acres Predevelopment NRCS Soil Group Type = D A, B. C, or O Predevelopment NRCS Sod Group Type = D A. B, C, or D Return Period for Detention Control T = 10 yeas (2. 5, 10. 25. 50, or 100) Return Penod for Detention Control T = 100 years (2. 5, 10. 25, 50. or 100i Time of Concentration of Watershed Tc = 5 minutes Time of Concentration of Watershed Tc = 5 minutes Alowable Unit Release Rate q = 0.14 cfs/acre Allowable Unit Release Rate q = 0.14 cfs/acre One-hour Precipitation P1 = 1 .68 inches One-hour Precipitation P1 = 2.71 inches Design Rainfall IDF Formula i = C.' P./(C,+T 14C3 Design Rainfall IDF Formula i = C1' P1/(C2+TJ"C3 Coefficient One C1 = 28.50 Coefficient One C1 = 28.50 Coefficient Two C2 = 10 Coefficient Two C2 = 10 Coefficient Three Cs = 0.789 Coefficient Three Cs = 0 789 Determination of Average Outflow from the Basin (Calculated): Determination of Average Outflow from the Basin {Calculated): Runoff Coefficient C 0.71 Runoff Coefficient C = 0.7_9 Inflow Peak Runoff Op-in 27.73 cfs Inflow Peak Runoff Op-in = 49.77 cfs Alowable Peak Outflow Rate Op-out = 0.97 cfs Allowable Peak Outflow Rate Op-out = 0.97 cfs Mod. FAA Minor Storage Volume = 36,908 cubic feet Mod. FAA Major Storage Volume = 73,279 cubic feet Mod. FAA Minor Storage Volume = 0.847 acre-ft Mod. FAA Major Storage Volume = 1.682 acre-ft 5 <- Enter Rainfal Duration Incremental Increase Vaiue Here (e.g. 5 for 5-Minutes) _ Rainfall Rainfall Inflow Adjustment Average Outflow Storage Rainfall Ranfal Inflow Adjustment Average Outflow Storage Duration Intensity Volume Factor Outflow Volume Volume Duration Intensity Volume Factor Outflow Volume Volume minutes inches I hr acre-feet "m" cfs acre-feet acre-feet minutes inches / hr acre-feet "m" cfs acre-feet acre-feet ;input/ (output) (output) (output) e (output) (output) (output) (input) (output) (output) _ (output) (output) (output) _ (output) 0 0.00 _ 0.000 0.00 0.00 0.000 0.000 0 0.00 0.000 0.00 0.00 0.000 0.000 • 5 5.65 0.191 1.00 0.97 0.007 0.184 5 9.12 0.343 1 .00 0.97 0.007 0.336 10 4.50 0.304 0.75 0.73 0.010 0.294 10 7.27 0.546 0.75 0.73 0.010 0.536 15 3.78 0.383 0.67 0.64 0.013 0.370 15 6.09 0.687 0.67 0.64 0.013 0.674 20 3.27 0.442 0.63 0.60 0.017 0.425 20 5.28 0.794 0.63 0.60 0.017 0.777 25 2.90 0.489 0.60 0.58 0.020 0.469 25 4.67 0.878 0.60 0.58 0.020 0.858 30 2.61 0.529 0.58 0.56 0.023 0.505 30 4.21 0.949 0.58 0.56 0.023 0.925 35 2.38 0.562 0.57 0.55 0.027 0.535 35 3.83 1.008 0.57 0.55 0.027 0.982 40 2.19 0.591 0.56 0.54 0.030 0.561 40 3.53 1 .061 0.56 0.54 0.030 1.031 45 2.03 0.617 0.56 0.54 0.033 0.583 45 3.27 1.107 0.56 0.54 0.033 1.073 50 1 .89 0.640 0.55 0.53 0.037 0.603 50 3.05 1.148 0.55 0.53 0.037 1.111 55 1 .78 0.661 0.55 0.53 0.040 0.621 55 2.87 1.186 0.55 0.53 _0.040 1.146 60 1 .68 0.680 0.54 0.52 0.043 0.636 60 2.70 1.220 0.54 0.52 0.043 1.177 65 1 .59 0.697 0.54 0.52 0.047 0.651 65 2.56 1.252 0.54 0.52 0.047 1.205 70 1 .51 0.714 0.54 0.52 0.050 0.664 70 2.43 1.281 0.54 0.52 0.050 1.231 75 1 .44 0.729 0.53 0.52 0.053 0.676 75 2.32 1.308 0.53 0.52 0.053 1.255 80 1.37 0.743 0.53 0.51 0.057 0.687 80 2.22 1.334 0.53 0.51 0.057 1.277 85 1 .32 0.757 0.53 0.51 0.060 0.697 85 2.13 1.358 0.53 0.51 0.060 1.298 90 1.27 0.769 0.53 0.51 0.063 0.706 90 2.04 1 .381 0.53 0.51 0.063 1.318 95 1 .22 0.782 0.53 0.51 0.067 0.715 95 1.96 1 .403 0.53 0.51 0.067 1.336 100 1 .17 0.793 0.53 0.51 0.070 0.723 100 1.89 1.423 0.53 0.51 0.070 1.353 105 1.13 0.804 0.52 0.51 0.073 0.731 105 1.83 1.443 0.52 0.51 0.073 1.370 110 1 .10 0.814 0.52 0.51 0.077 0.738 110 1.77 1.462 0.52 0.51 0.077 1.385 115 1 .06 0.824 0.52 0.50 0.080 0.745 115 1.71 1.480 0.52 0.50 0.080 1.400 120 1 .03 0.834 0.52 0.50 0.083 0.751 120 1.66 1.497 0.52 0.50 0.083 1.414 125 1 .00 0.843 0.52 0.50 0.087 0.757 125 1.61 1 .514 0.52 0.50 0.087 1 .427 130 0.97 0.852 0.52 0.50 0.090 0.762 130 1.57 1.530 0.52 0.50 0.090 1 .440 135 0.94 0.861 0.52 0.50 0.093 0.768 135 1.52 1.545 0.52 0.50 0.093 1.452 140 0.92 0.869 0.52 0.50 0.097 0.773 140 1.48 1 .560 0.52 0.50 0.097 1.464 145 0.90 0.877 0.52 0.50 0.100 0.777 145 1.44 1.575 0.52 0.50 0.100 1.475 150 0.87 0.885 0.52 0.50 0.103 0.782 150 1.41 1.589 0.52 0.50 0.103 1 .485 155 0.85 0.893 0.52 0.50 0.107 0.786 155 1 .37 1.602 0.52 0.50 0.107 1.496 • 160 0.83 0.900 0.52 0.50 0.110 0.790 160 1.34 1.615 0.52 0.50 0.110 1.505 165 0.81 0.907 0.52 0.50 0.113 0.794 165 1.31 1.628 0.52 0.50 0.113 1.515 170 0.80 0.914 0.51 0.50 0.117 0.798 170 1.28 1.641 0.51 0.50 0.117 1.524 175 0.78 0.921 0.51 0.50 0.120 0.801 175 1.26 1.653 0.51 0.50 0.120 1.533 180 0.76 0.927 0.51 0.50 0.123 0.804 180 1 .23 1.665 0.51 0.50 0.123 1.541 • 185 0.75 0.934 0.51 0.50 0.127 0.807 185 1 .20 1 .676 0.51 0.50 0.127 1.550 190 0.73 0.940 0.51 0.50 0.130 0.810 190 1.18 1.687 0.51 0.50 0.130 1.558 195 0.72 0.946 0.51 0.50 0.133 0.813 195 1.16 1.698 0.51 0.50 0.133 1 .565 • 200 0.70 0.952 0.51 0.50 0.137 0.816 200 1.14 1.709 0.51 0.50 0.137 1.573 205 0.69 0.958 0.51 0.50 0.140 0.818 205 1.12 1.720 0.51 0.50 0.140 1.580 •210 0.68 0.964 0.51 0.50 0.143 0.821 210 1.10 1.730 0.51 0.50 0.143 1.587 215 0.67 0.969 0.51 0.49 0.147 0.823 215 1.08 1.740 0.51 0.49 0.147 1.593 220 0.66 0.975 0.51 0.49 0.150 0.825 220 1.06 1.750 0.51 0.49 0.150 1.600 • 225 0.64 0.980 0.51 0.49 0.153 0.827 225 1.04 1.760 0.51 0.49 0.153 1.606 230 0.63 0.986 0.51 0.49 0.157 0.829 230 1.02 1.769 0.51 0.49 0.157 1.612 235 0.62 0.991 0.51 0.49 0.160 0.831 235 1.01 1.778 0.51 0.49 0.160 1.618 240 0.61 0.996 0.51 0.49 0.163 0.833 240 0.99 1.787 0.51 0.49 0.163 1.624 245 0.60 1 .001 0.51 0.49 0.167 0.834 245 0.98 1.796 0.51 0.49 0.167 1.630 250 0.60 1 .006 0.51 0.49 0.170 0.836 250 0.96 1.805 0.51 0.49 0.170 1.635 255 0.59 1 .011 0.51 0.49 0.173 0.837 255 0.95 1.814 0.51 0.49 0.173 1.641 260 0.58 1 .015 0.51 0.49 0.177 0.839 260 0.93 1.822 0.51 0.49 0.177 1.646 265 0.57 1 .020 0.51 0.49 0.180 0.840 265 0.92 1 ,831 0.51 0.49 0.180 1.651 270 0.56 1 .024 0.51 0.49 0.183 0.841 270 0.91 1.839 0.51 0.49 0.183 1.656 275 0.55 1 .029 0.51 0.49 0.187 0.842 275 0.89 1.847 0.51 0.49 0.187 1.660 280 0.55 1 .033 0.51 0.49 0.190 0.844 280 0.88 1 .855 0.51 0.49 0.190 1.665 285 0.54 1 .038 0.51 0.49 0.193 0.845 285 0.87 1.863 0.51 0.49 0.193 1.669 290 0.53 1.042 0.51 0.49 0.197 0.846 290 0.86 1.870 0.51 0.49 0.197 1.674 295 0.52 1.046 0.51 0.49 0.200 0.846 295 0.85 1.878 0.51 0.49 0.200 1.678 300 0.52 1 .050 0.51 0.49 0.203 0 847 300 0.84 1.885 0.51 0.49 0.203 1.682 Mod. FAA Minor Storage Volume (cubic ft) = 36,908 Mod. FAA Major Storage Volume (cubic ft) = 73,279 Mod. FAA Minor Storage Volume (acre-ft) = 0.8473 Mod. FAA Major Storage Volume (acre-ft) = 1.6823 UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.35, Released January 2015 20160810 176 UD-Detenbon_v2 35 Asphalt @ historic.xls, Modified FAA 8111/2016, 12.55 PM DETENTION VOLUME BY THE MODIFIED FAA METHOD Project: 176 Storage - Asphalt @ Syr Historic Basin ID: Pond 3 Inflow and Outflow Volumes vs. Rainfall Duration 2 -�— 1 .8 • • ` • • • • • • • • • • • • • 1 .6 - ; • • • • • • �•. • • • • • • • 1A • • •• • • • • • 1 .2 • • • a) • • r, 1 ` W O � O � : OOJOOtDrDnOC.tOOOOOUOOOO 0.8 pO �) Or f � , `� OO `� OrDt� vO � • ' `DtJ1 0.6 - r� 0.4 0.2 0 0 50 100 150 200 250 300 350 Duration (Minutes) -U Mina Storm Inflow Volume —Minor StarnOu rip w Volume Mina Storm Stara or Volume S Major Starrn Inflow Voltirre —.e Major Storm Outflow Volume • Miler Storm Storage Volume UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.35. Released January 2015 20160810 176 UD-Detenbon_v2 35 Asphalt @ hlstonc xis, Modified FAA 8/11/2016, 12:55 PM DETENTION VOLUME BY THE HYDROGRAPH METHOD Project: 176 Storage Basin ID: Pond 3 r _— Inflow Hydrograph vs. Outflow Hydrograph Design Information (Input): MINOR MAJOR (lntersec0on fats on the recession limb of inflow hydrograph) Max. Allowable Peak Outflow Qp-out = 2.07 6.91 cfs Time to Peak Outflow Tp-out = 300 240 minutes 60 Minor Storage Volume (cubic ft. ) 137,501 Major Storage Volume (cubic ft. ) 178,788 Minor Storage Volume (acre-ft.) 3.16 Major Storage Volume (acre-ft.) 4.10 I I 5 MINOR (e.g. 2-, 5-, OR 10-year) EVENT MAJOR Se.g. 25-, 50-, or 100-year) EVENT Time Inflow Outflow Increm. Storage Inflow Outflow Increm. Storage --,0 hydrograph Rising Hy Volume Volume hydrograph Rising Hy Volume Volume • minutes cfs cfs acre-ft acre-ft cfs cfs acre-ft acre-ft (inputs (input) -(outptd) (outputs_ (output)- (input) ,__-itutput) _'output)._ (outputs 0 0.00 0.00 _ 0.00_ 0.00, 0.00 0.00 0.00 0.00 5 19.69 0.03 -Cu 0.14 31.76 0.14 0.22 0.22 40 , ic , 10 35.38 0.07 0.24 0.38 57.08 0.29 0.39 0.61 r i 15 28.85 0.10 0.20 0.58 46.54 0.43, 0.32 0.93 `-' 20 24.56 0.14 0.17 0.74 39.61 0.58 0.27 1.20 i 25 21.49 0.17 0.1_5 0.89 34.66 0.72 0.23 1.43 g4111' _ 30 19. 17 0.21 0.133 - 1.0_2 30.93, 0.86 0.21 1.64 3 301441 - 35 17.36 0.24 0.12 1.14 28.00 1.01 0.19 1.82 40 15.89 0.28 0.11 1.25 25.64 1.15 0.17_ 1.99 U.45 14.68 0.31 0.10 1.35 23.68 1.30 0. 15 2. 14 50 13.66 0.35 0.09 1.44 22.03 1.44 _ 0. 14 2.29 55 12.79 0.38 0.09 1.52 20.63 1.58 0.13 2.42 20 ,p �o % • 60 12.03 0.41 0.08 1.60 19.41 1.73 _0. 12 2.54 .1111 55 11.37 0.45 0.08 1.68 18.34 1.87 - 0.11 2.65 lc • 70 10.79 0.48 0.07 1.75 17.40 _ 2.02 0.11 2.76 75 10.27 0.52 0.07 1.82 16.56 2.16 0.10 2.86 80 9.80 a55 0.06 1.88 15.81 2.30' 0.09: 2.95 10 i _ 85 9.38 0.59 0.06 1.94 15. 13 2.45 0.09 3.04 .. 90 9.00 0.62 0.06 2.00 14.51 2.59 0.08 3. 12 r r= • s t---95 8.65 0.66 _ 0.06 2.05 13.95 2.74 0.08 3.20 + �' 'ra - 100 8.33 0.69 0.05 2.11 13.44 2.88 0.07 3.27 _ _ 105 8.04 0.72 0.05 2.16 12 96 3.02. 0.07 3.34 0 -flt' � _ _ }110 7.76 0.76 0.05 2.21 12.52 3.17. 0.06 3.40 0 30 60 90 120 150 180 210 240 270 300 r115 7.51 0.79 0.05 2.25 12. 12 3.31 0.06 - 3.46 120 7.28 0.83 0.04 2.30 11.74, 3.46 0.06 3.52 125 7.06 0.86 0.04 2.34 11.39 3.60 0.05 3.57 TIME (minutes) 130 6.86 0.90 0.04^ __2.38 11.06 3.74 0.05 3.63 135 6.67 0.93 0.04 2.42 10.76 - - 3.89 0.05 3.67 --- Minctirilot Knotrsh — Mime Wien'*ydro4aon 140 6.49 0.97 0.04 2.46 10.47 4.03 0.04. 3.72 145 6.32 1.00 0.04 2.49 10. 19 4.17 0.04 3.76 map Imo-r+ydrope - Nfpwr amt.Mydfogtph 150 _ 6.16 1.04 0.04 2.53 9.94 4.32 0.04 3.80 k., J 155 6.01 1.07 0.03 2.56 9.70 4.46 0.04 3.83 160 5.87_ 1.10 0.03 2.60 9.47 - 4.61 0.03 3.87 NOTE: THIS IS A FIRST APPROXIMATION ONLY 165 5.73 1.14 0.03 2.63 9.25 4.75 0.03 3.90 170 5.61 1.17 0.03 2.66 9.04 4.89 0.03 3.93 175 5.48 1.21 _ _ 0.03 2.69 8.85 _ 5.04: 0.03 3.95 Flownte 180 ar 5.37 1.24 0.03 2.72 8.66 _ 5.18 0.02 3.98 185 5.26 1.28 0.03 2.74 8.48 5.33 0.02 4.00 190 5.15 1.31 0.03 2.77 8. 31 5.47 0.002 4.02 7olume Peak Outflow 195 5.05 1.35 0.03 2.80 8.15 5.61 0.02 4.04 Qp-out 200 4.96 1.38 - 0.02 2.82 7.9/ 5.76 0.02 4.05 205 4.86 1.41 _ 0.02 2.84 7.85 5.90 0.01 4.06 I 210 4.78 1.45 0.02 2.87 7.70 6.05 0.01 4.08 i 215 4.69 1.48 0.02 2.89 7.57 6.19 0.01 4.08 220 4.61 1.52 0.02 2.91 7.43 6.33 0.01 4.09 Time 225 4.53 1.55 0.02 2.93 7.31 6.48 0.01 4. 10 230 4.46 - 1.59 0.02 2.95 7. 19 6.62 0.00 4. 10 Tp-out 235 4.38 1.62 0.02 2.97 7.07 _ 6.77 0.00 4.10 240 _ 4.31 1.66 0.02 2.99 6.96 6.91 0.00 4. 10 245 4.25 1.69 0.02 3.01 6.85 *WA 250 4.18 1.73 0.02 3.02 6 74 #N/A 255 4.12 1.76 0.02, 3.04 6 64 *N/A 260 4.06 1.79 0.02 3.05 6. 54 #WA - L 265 4.00 1.83 0.01 3.07 6.45 #N/A , 270 3.94 1.86 0.01 3.08 6.36 _ #N/A 275 3.89 _ 1.90 0.01 -3.10 6.27 _ *N/A 280 3.83 1.93 0.01 3.11 6. 18 *N/A 285 3.78 1.97 0.01 3.12 6. 10 #N/A 290 - 3.73 2.00 0.01 3.13 6.02 *N/A . 295 3.68 2.04 0.01 3.15 5.94 1IN/A t 300 3.63 2.07 0.01 - 3.16 5.86. *NIA . 305 #N/A #NIA • _310 #NIA SN/A 315 StNI/A *NIA 320 *N/A SIN/A. 325 SAWA #14/A 330 #N/A ftN/A 335 MIA #WA - 340 tIIN/A SIN/A 345 #NIA #N/A 350__- TWA- -- A ------ -- 355 #NIA #N/A -360 ftN/A #N/A 365 SN/A. SN/A - - 370 #IWA - --- SN/A: 20160810 176 UD-Detention_v2 35 Asphalt @ histonc.9s Hydrograph 8/11/2016, 1255 PM DETENTION VOLUME BY THE FULL SPECTRUM METHOD Project: 176 Storage Basin ID : Pond 3 * User input data Area of Watershed (acres) 6 . 91 shown in blue . Subwatershed Imperviousness 85 .0`)/0 Level of Minimizing Directly Connected 0 Impervious Area (MDCIA) Effective Imperviousness ' 85 . 0% Hydrologic Soil Type Percentage of Area Area (acres) Type A 0 . 0 % 0 . 0 Type B 0 . 0 % 0 . 0 Type C or D 100 . 0% 6 . 9 Recommended Horton 's Equation Parameters for CUHP Infiltration ( inches per hour) Decay Initial-- f , Final-- f Coefficient--a 3 0 . 5 0 . 0018 Detention Volumes 2.5 Maximum Allowable (watershed inches ) (acre-feet) Release Rate, cfs3 Excess Urban Runoff Volume 1 . 03 0 . 59 Design Oulet to Empty EURV in 72 Hours 100-year Detention Volume plus 1 /2 WQCV 5 1 . 97 1 . 13 6 . 91 ?. 50 2.00 01 ,nay vd Tip.A Sal (n • �nay vd Tyv.a c a o Sob U i C 1 . 50 � • � EURV Tip.A Sal C) • �• � EURV Typ.8 Sol • 0 1 .00 . EURV Type CIO Sal • • �� '/ ' • • nay ffiv.a.vim, - �I • • 0.50 � - —'- - - -�- - - -- • F,�4„� �,. - ♦• 4.0 0.00 - 0 20 40 60 80 100 Percent Total Imperviousness 1 Notes : 1 ) Effective imperviousness is based on Figure ND- 1 of the Urban Storm Drainage Criteria Manual (USDCM ) . 2) Results shown reflect runoff reduction from Level 1 or 2 MDCIA and are plotted at the watershed's total imperviousness value : the impact of MDCIA is reflected by the results being below the curves. 3) Maximum allowable release rates for 100-year event are based on Table SO- 1 . Outlet for the Excess Urban Runoff Volume ( EURV) to be designed to empty out the EURV in 72 hours. Outlet design is similar to one for the WQCV outlet of an extended detention basin (i . e. . perforated plate with a micro-pool) and extends to top of EURV water surface elevation . 4) EURV approximates the difference between developed and pre-developed runoff volume. 5) User has opted to add 1 /2 the WQCV to the 100-year detention volume to satisfy local regulations. This is not required per the USDCM . 20160810 176 UD-Detention_v2 35 Asphalt @ historic. xls 8/11 /2016 . 12 : 55 PM STAGE-STORAGE SIZING FOR DETENTION BASINS Project: 176 Storage Basin ID: Pond 3 Das _ Side Slope Z Sir Slope Z Dam Side Sri Flew 1P :; fr W ,if t 4 w E v R. Site Sole Z . L > < L > Side Slope Z E- � Me Skye z L Design Information (Input): Check Basin Shape Width of Basin Bottom 'A' = 190.00 ft Right Tnangle OR_ . Length of Basin Bottom , L = 240.00 ft Isosceles Tnangle OR. Dam Side-slope (H.V), 4 = _0. 10 ft/ft Rectangle OR Circle / Ellipse OR. . . Irregular (Use Overide values in cells G32:G52) MINOR MAJOR Storage Requirement from Sheet 'Modified FAA': 0.85 1 .68 acre-ft. Stage-Storage Relationship: Storage Requirement from Sheet 'Hydrograph': 3.16 4.10 acre-ft. Storage Requirement from Sheet 'Full-Spectrum': 0.59 _ 1 .13 acre-ft. Labels Water Side Basin Basin Surface Surface Volume Surface Volume Target Volumes for WQCV. Minor, Surface Slope Width at Length at Area at Area at Below Area at Below for WQCV, Minor, & Major Storage Elevation (RV) Stage Stage Stage Stage Stage Stage Stage & Major Storage Stages ft ft/ft ft ft ft2 ft2 User ft3 acres acre-ft Volumes (input) (input) , Below El. (output) (output] 'output) Overide 'output) _ (output) , (output) (for goal seek) 4706.25 (input) 190.00 240.00 0.0 0.000 0.000 i 4706.50 0.00 i 0.00 2,245.3 281 0.052 0.006 4707.00 0.00 0.00 25.299.6 7,167 0.581 0.165 4707.50 0.00 0.00 77.089.9 32,764 1 .770 0.752 4708.00 0.00 0.00 149.678.3 89,456 3.436 2.054 4708.50 0.00 0.00 201 , 119.4 177,156 4.617 4.067 4709.00 0.00 0.00 258, 115.6 291 ,964 5.926 6.703 4709.50 0.00 0.00 321029.7 , 436,751 , 7.370 10.026 #N/A #N/A #N/A #N/A #NIA #N/A . #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A _ _ #N/A #N/A _ #N/A _ #N/A _ #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A _ #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA _ 20160810 176 UD-Detention_v2 35 Asphalt @ histonc.>ds. Basin 8/11 /2016, 12 55 PM STAGE-STORAGE SIZING FOR DETENTION BASINS Project: Basin ID: STAGE-STORAGE CURVE FOR THE POND 470975 - - --- - 4709. 25 - 4708.75 - - 4708. 25 C) C) a) tQ 4707.75 4707. 25 4706/5 r 4706. 25 ♦ 0. 00 2.00 4. 00 6.00 8. 00 10.00 12. 00 Storage (acre-feet) i 20160810176 UD-Detention_V2 35 Asphalt @ historic As Basin 8/11 /2016, 1255 PM STAGE-DISCHARGE SIZING OF THE WATER QUALITY CAPTURE VOLUME (WQCV) OUTLET Project. 176 Storage Basin ID : Pond 3 WQCV Design Volume (Input): Catchment Imperviousness. I, = 85.0 percent Catchment Area A = 6.91 acres Diameter of holes, D = ,_ 1 .707 inches Depth at WQCV outlet above lowest perforation, H = 1 feet Number of holes per row. N = 1 Vertical distance between rows h = 4.00 , inches OR Number of rows NL = 3.00 Orifice discharge coefficient, Co = 0.65 Height of slot. H = _ inches Slope of Basin Trickle Channel, S = 0.003 ft / ft Width of slot. W = inches Time to Drain the Pond = 40 hours 0 0 o 0 Perforated o O O ai Watershed Design Information (Input): O O O Plate Percent Soil Type A = 0 A. Examples Percent Sod Type B = 0 °k O O O 0 0 0 0 O O P 0 0 OI Percent Soil Type C/D = 100 % - y 4 4 % i Outlet Design Information (Output): O O O � „ o O o 0 0 0 0 0 0 Excess Urban Runoff Volume I From 'Fu8-Spectrum Sheet') 1 027 watershed inches a N/A O O O O O O MIS Excess Urban Runoff Volume (From 'Full-Spectrum Sheet') 0.591 acre-feet o 0 0 O 0 o Outlet area per row, A0 = 2.29 square inches Total opening area at each row based on user-input above A0 = 2.29 square inches Total opening area at each row based on user-input above A0 = 0.016 square feet 3 Central Elevations of Rows of Holes in feet Row 1 Row 2 Row 3 Row 4 Row 5 Row 6 Row 7 Row 8 Row 9 Row 10 Row 11 Row 12 Row 13 Row 14 Row 15 Row 16 Row 17 Row 18 Row 19 Row 20 Row 21 Row 22 Row 23 Row 23 E 4706.33 4706.66 4707.00 1 I r 1 Flow Collection Capacity for Each Row of Holes in cfs 4706.25 0.0000 0 0000 0.0000 t 1 1- - _.7...__ r F-- 0.00 4706.75 0.0538 0 0249 0.0000 -I -`J 0.08 4707.25 0.0796 0.0637 0.0415 0.18 4707.75 0.0988 0 0866 0.0718 ' 0.26 4708.25 0.1149 0.1046 I 0.0927 0.31 4708.75 0.1290 0.1199 0.1097 __ _ 0.36 �- 4709.25 01417 0.1335 , 0.1244 t 0.40 #N/A 1N/A #WA I #N/A #WA ( *NIA #WA #N/A #WA *NIA #WA #N/A #WA #N/A #WA #N/A #WA #WA #N/A #N/A #WA #N/A #N/A #N/A #WA #N/A #N/A #N/A *NIA #N/A $ *NIA #N/A #N/A #N/A ! #N/A #N/A #N/A #N/A #N/A #N/A #WA #N/A - #N/A #N/A #N/A #N/A #N/A /MIA #WA #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A UN/A #N/A #N/A #N/A #N/A #N/A #N/A #WA it N/A #N/A #N/A ttN/A #N/A #N/A #N/A St NIA #N/A #N/A UN/A #WA #N/A #WA #N/A #WA #NIA #WA it N/A • i #N/A #WA #N/A #N/A UN/A #N/A 1 *NIA #N/A #N/A #N/A - *N/A #NIA #N/A #WA #WA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #WA #N/A 4 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A **NIA #N/A #N/A #N/A #WA #N/A ____i_ #WA #N/A #WA #N/A #N/A #N/A ----, - . #WA #N/A #NIA i #N/A #N/A ft NIA *N/A aN/A • t • #WA aN/A �t *NIA #N/A #N/A #N/A -I #N/A #N/A #NIA ttN/A #WA _ #N/A Override Override Override Override Override Override Override Override Override Override Override Override Override Override Override Override Override Override Override Override Override Override Override Override Area Area Area Area Area Area Area Area Area Area Area Area Area Area Area Area Area Area Area Area Area Area Area Area Row 1 Row 2 Row 3 Row 4 Row 5 Row 6 , Row 7 Row 8 Row 9 Row 10 Row 11 Row 12 Row 13 Row 14 Row 15 Row 16 Row 17 Row 18 Row 19 Row 20 Row 21 Row 22 Row 23 I Row 24 20160810 176 UD-Detenbon_v2 35 Asphalt @ histonc.xis, WQCV 8/11/2016, 12 55 PM STAGE-DISCHARGE SIZING OF THE WATER QUALITY CAPTURE VOLUME (WQCV) OUTLET Project: 176 Storage Basin ID: Pond 3 STAGE-DISCHARGE CURVE FOR THE WQCV OUTLET STRUCTURE 4708.00 II 4707.80 - 4707.60 470740 - - -- - - - 4707.20 - - a CT C) a) 4707.00 C) a ) cC 4706.80 4706.60 4706.40 4706.20 -- 4706.00 0.00 0.05 0. 10 0. 15 0.20 0.25 0.30 0.35 0.40 0 .45 Discharge (cfs) J 20160810 176 UD-Detenhon_v2 35 Asphalt @ histonc.xls, WQCV 8/11/2016, 12 55 PM RESTRICTOR PLATE SIZING FOR CIRCULAR VERTICAL ORIFICES Project: 176 Storage Basin ID : Pond 3 L . - Ta O O / � O O X O O O O r O #1 Vertical #2 Vertical Sizing the Restrictor Plate for Circular Vertical Orifices or Pipes (Input) Orifice Orifice Water Surface Elevation at Design Depth Elev: WS = 4707.93 feet Pipe/Vertical Orifice Entrance Invert Elevation Elev: Invert = 4.706.25 feet Required Peak Flow through Orifice at Design Depth Q = 0.97 cfs PipeNertical Orifice Diameter (inches) Dia = 18.0 inches Orifice Coefficient Co = 0.62 Full-flow Capacity (Calculated) Full-flow area Af = 1 . 77 sq ft Half Central Angle in Radians Theta = 3. 14 rad Full-flow capacity Qf = 8.5 cfs Percent of Design Flow = 1 874% Calculation of Orifice Flow Condition Half Central Angle (0<Theta<3.1416) Theta = + 0.78 rad Flow area A0 = 0.16 sgft Top width of Orifice (inches) T, = 12.62 inches Height from Invert of Orifice to Bottom of Plate (feet) V0 = 0.22 feet Elevation of Bottom of Plate Elev Plate Bottom Edge = 4,706.47 feet Resultant Peak Flow Through Orifice at Design Depth Qa = 1,0 1cfs Width of Equivalent Rectangular Vertical Orifice Equivalent Width = 0.73 feet 20160810 176 UD-Detention_v2 35 Asphalt @ historic.xls, Restrictor Plate 8/11/2016, 12:55 PM STAGE-DISCHARGE SIZING OF THE WEIRS AND ORIFICES (INLET CONTROL) Project: 176 Storage Basin ID: Pond 3 Routing Ordci I (Standard) Routing 1ndcr 2 vWS EL Motet .7W% El M.qa v w 4 Et- Mono H` • aWSEL %limn HI v WS EL WQ r I an • cr W S EL Wu VI 9 • Wv WQ vi \.J VI . • , . • r' - •_ . . .• - • t Routing Ordcr '3 (Single Stage) Routing Order #4 vSV S P,L Ews.ranr S.n. v 't '. Ft. hnnn il•am v A. 3 El. \\Q HI vtY ti El. M+uw Ewa(rw.r oratlow ntte Pro-ll: ..• v W S EL Mn t - • aQ ' • Vo la VI Current Routing Order is #2 .• Design Information (Input): #1 Horiz. #2 Horiz. #1 Veil. #2 Vert. Circular Opening Diameter in Inches Dia. = inches OR Rectangular Opening_ Width in Feet W = 4.00 0.48 0.73 ft. Length (Height for Vertical) L or H = 4.00 0.48 0.22 ft. Percentage of Open Area After Trash Rack Reduction % open = 50 100 100 °'. Orifice Coefficient C, = 0.62 0.62 Weir Coefficient C.,, = 3.40 Orifice Elevation (Bottom for Vertical) E0, = 4707.64 4.707.29 4.706.25 ft. Calculation of Collection Capacity Net Opening Area (after Trash Rack Reduction) AO = 8.00 0.23 0. 16 sq. ft. OPTIONAL: User-Ovende Net Opening Area AO = sq. ft. Perimeter as Weir Length L,,, = 12.00 ft. OPTIONAL. User-Overide Weir Length L,,, = ft. Top Elevation of Vertical Orifice Opening, Top = 4707.77 4706.47 ft. Center Elevation of Vertical Orifice Opening. Cen = 4707.53 4706.36 ft. Routing 2 : Water flows through WQCV plate and #1 vertical opening and #1 horizontal opening into #2 vertical opening (#2 horizontal opening is not used). Horizontal Orifices Vertical Orifices Labels Water WQCV #1 Horiz. #1 Honz. #2 Horiz. #2 Horiz. #1 Vert. #2 Vert. Total Target Volumes for WQCV. Minor, Surface Plate/Riser Weir Orifice Weir Orifice Colection Collection Collection for WQCV. Minor, & Major Storage Elevation Flow Flow Flow Flow Flow Capacity Capacity Capacity & Major Storage W.S. Elevations ft cfs cfs cfs cfs cfs cfs cfs cfs Volumes (input) (linked) :user-Irn ed (output) output I _ (output, (output) (output) (output) output) (link for goal seek) 4706.25 0.00 _ 0.00 0.00 0.00 0.00 0.00 . 0.00 0.00 Wqcv 4707.29 4706.50 0.08 0.00 0.00 0.00 0.00 0.00 0.30 0.08 Wqcv 4707.29 I 4707.00 0. 18 0.00 0.00 0.00 0.00 0.00 0.64 0.18 i. 10 yr 4707.64 4707.50 0.26 0.00 0.00 0.00 0.00 0.16 0.85 0.42 10 yr 4707.64 100 yr 4707.93 4708.00 0.31 8.81 0.00 0.00 0.00 0.79 1 .02 1 .02 100 yr 4707.93 4708.50 0.36 32.54 0.00 0.00 0.00 1 .14 1 .16 1 .16 4709.00 0.40 64.71 0.00 0.00 0.00 1.40 1 .29 1 .29 4709.50 #N/A 103.50 0.00 0.00 0.00 1 .62 1 .41 #NIA #N/A #N/A #N/A #N/A #N/A #N/A 4 #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #NIA #N/A #NIA #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #NIA #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A 4 #N/A #NIA #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A _ #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A I. #N/A - #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #NIA #N/A t #N/A #N/A #N/A #N/A t #N/A #NIA #NIA #N/A #N/A #N/A #N/A #N/A #NIA #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A ' #N/A I #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A *NIA #N/A #N/A #N/A #N/A r #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N 1A #N/A #N/A #N/A #N/A #N/A #N/A #N/A *NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A *N/A #N/A #N/A #N1A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA f #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A *NIA #N/A #N/A #N/A #N/A #N/A *NIA 20160810 176 UD-Detention_v2 35 Asphalt @ histonc.4s. Outlet 8/11 /2016- 12:55 PM STAGE-DISCHARGE SIZING OF THE WEIRS AND ORIFICES (INLET CONTROL) Project: 176 Storage Basin ID: Pond 3 STAGE-DISCHARGE CURVE FOR THE OUTLET STRUCTURE 4709.75 • - 4709. 25 4708.75 - - - a) a) I a) a) 4708. 25 a) 0) t0 4707.75 4707. 25 4706.75 4706. 25 - 0 0.2 OA 0.6 0.8 1 1 .2 1 .4 Discharge (cfs ) 4* 20160810 176 UD-Detention_v2 35 Asphalt @ histonc,4s. Outlet 8/11 /2016, 1255 PM STAGE -DISCHARGE SIZING OF THE SPILLWAY Project: 176 Storage Basin ID : Pond 3 Design Information (input): Bottom Length of Weir L = 40. 00 feet Angle of Side Slope Weir Angle = 45.00 degrees Elev. for Weir Crest EL. Crest = 4,707.93 feet Coef. for Rectangular Weir C..: = 3. 37 Coef. for Trapezoidal Weir C. = Calculation of Spillway Capacity (output) : Water Rect. Triangle Total Total Surface Weir Weir Spillway Pond Elevation Flowrate Flowrate Release Release ft. cfs cfs cfs cfs (linked) (output) (output) (output) (output) 4706. 25 0. 00 0. 00 0.00 0.00 4706. 50 0. 00 0. 00 0.00 0. 00 4707 . 00 0. 00 0. 00 0.00 0.00 4707. 50 0. 00 0. 00 0.00 0.00 4708. 00 2. 50 0. 00 2. 50 2.50 4708. 50 58.01 0. 00 58. 01 58. 01 4709. 00 149.20 0. 00 149. 20 149.20 4709. 50 265. 18 0. 00 265. 18 265. 18 #N/A #NIA #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #NIA #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #NIA #NIA #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A 20160810 176 UD-Detention_v2 35 Asphalt @ historic. xls. Spillway 8/11 /2016 . 12: 55 PM STAGE -DISCHARGE SIZING OF THE SPILLWAY Project: 176 Storage Basin ID : Pond 3 20160810 176 UD-Detention_v2 35 Asphalt @ historic. xds. Spillway 8/11 /2016, 12 : 55 PM RESERVOIR ROUTING THROUGH THE DETENTION POND Project: 176 Storage Basin ID : Pond 3 Sheet Status : Sheet Contains Errors. See Routing_ErrorList Range Source Sheet Outlet V Reservoir Characteristics : Stage Outflow Storage 2S O*dt +2S dQidV dSt/dV HYDROGRAPH ROUTING St. , O . S , R, Feet cfs cu.ft. cu.ft. cult. ( 1 /s1 ( I /sq. tt) • 4,706.25 0.00 0 0 0 0 0000E+00 0 0000E+00 4,706.50 0.08 281 561 585 1 3667E-04 4 2710E-04 4.707.00 0. 18 7 . 167 14 ,334 14 ,388 7.2451E-06 3 6225E-05 4.707.50 0.42 32.764 65 ,529 65 ,655 4 6814E-06 9 7529E-06 50.00 . 4,708.00 1 .02 89.456 178 ,913 179 ,219 52834E-06 4 4028E-06 __. 4,708.50 1 . 16 177 , 156 354 ,311 354 ,659 7 9799E-07 2 8500E-06 4,709.00 1 .29 291 ,964 583 ,929 584,316 5 6606E-07 2 1772E-06 I 4.709.50 #N/A 436 ,751 #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A t , --, L - _t __ 0.00 #N/A #N/A #N/A #N/A #N/A 4N/A 40.00 - - - 0.00 #N/A #N/A #N/A #N/A #N/A #N/A - - - - - 0.00 #N/A #N/A #NIA #N/A #N/A #N/A . 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 30 00 0.00 #N/A #N/A #N/A #N/A #N/A #N/A t0.00 #N/A #N/A #N/A #N/A #N/A #N/A 3 0.00 #N/A #N/A #N/A #N/A #N/A #N/A o LT - - • • 0.00 #N/A #N/A #N/A #N/A #N/A #N/A • 0.00 #N/A #N/A #N/A #N/A »N/A #N/A . 0.00 #N/A #N/A #N/A #N/A aN/A #N/A 20.00 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A :tN/A #N/A 0.00 #N/A #N/A #N/A #N/A i4N/A #N/A 0.00 #N/A #N/A #N/A #N/A i#N/A #N/A ' 0.00 #N/A #N/A #N/A #N/A #N/A #N/A . 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 10.00 0.00 #N/A #N/A #N/A #N/A #N/A #NiA 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A -- 1 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 I i I0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0 50 100 150 200 0.00 #N/A #N/A #N/A #N/A #N/A #N/A Time (minutes) 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A ::N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A J 0.00 #NIA #N/A #N/A #NIA #N/A #N/A 20160810 176 UD-Detention_v2 35 Asphalt @ historic.xls, Routing 8/11 /2016, 12:55 PM Runoff Coefficient vs . Watershed Imperviousness Table A Recommended Unit Flow Release Rate in cfs/acre of Based on Runoff Coefficient estimating equation published by Urbonas, et.al . ( 1990 ) & WEF ( 1998) Design Frequency NRCS Hy A Basic equation for NRCS Soil Types C & D: 2-year 0.02 5-year 0.07 C , „ — A ( 1, + ( 0.858 *ii - 0.786 *i2 + 0.774 *i + 0.04 ) 10-year 0. 13 25-year 0.24 Basic equation for NRCS Soil Type A: 50-year 0.33 100-year 0.50 C i = A' , + ( 1 .31 "i ' - 1 .44 *i 2 + I . 135 *i -- 11. 12 ) in which use values for C I > 0 in which: I i , /100 , imperviousness ratio !u = watershed imperviousness in percent ( '.a Runoff Coefficient for NRCS Soil Type A K., = Correction factor for ( I. , when the storm return period is greater than 2-years Cm = Runoff Coefficient for NRCS Soil Types C and D Key, = Correction factor forCeD when the storm return period is greater than 2-years Values of Correction Factors K enJ K,1 NRCS Storm Return Period Soil Types 2-yr 5-yr 10-yr 25-yr 50-yr 100-yr C & D 0.00 leo Ili*r +D III I-li I Si* +0.211 i I-u.2S*r -U 331 r I-0.33'i +0.401 1-0.39*1 +0.461 A 0.00 I-ti.08 i +0.1)91 I-0 14*/ -0 I7I I-0) 19*r ter) 241 1-tl 22'1 +0.281 (-0.25*1 +0-321 Values of Runoff Coefficient C'Go Values of Runoff Coefficient C i lmpen•. 'type C and /) NRCS Hydrologic Soil Groups Type A NRCS Hydrologic Soils Group Ratio I i ► 2-yr 5-yr 10-yr 25-`.r 50-yr 100-yr ?-\ r 5-yr 10-vr ?5-vr 50-yr 100-vr 0. 00 0. 04 0. 15 0. 25 0. 37 0.44 0. 50 -0. 12 -0. 03 0.05 0. 12 0. 16 0. 20 0. 05 0. 08 0. 18 0. 28 0. 39 0.46 0. 52 -0. 07 0. 02 0. 10 0. 16 0.20 0. 24 0. 10 i 0. 11 0. 21 0. 30 0.41 0.48 0. 53 -0. 02 0. 06 0 . 14 0. 20 0.24 0. 28 0. 15 0. 14 0.24 0. 32 0.43 0.49 0. 54 0. 02 0. 10 0 . 17 0. 23 0.27 0. 30 __ 0. 20 0. 17 0. 26 0. 34 0.44 0. 50 0. 55 0. 06 0. 13 0. 20 0. 26 0. 30 0. 33 0. 25 0.20 0.28 0. 36 0.46 0. 52 0. 56 0. 09 0. 16 0.23 0. 29 0. 32 0. 35 0. 30 0.22 0. 30 0. 38 0.47 0. 53 0. 57 0. 13 0. 19 0. 25 0. 31 0. 34 0. 37 0. 35 0.25 i 0 . 33 0.40 0.48 0. 54 0. 57 0. 16 0.22 0 . 28 i 0. 33 0. 36 0. 39 0.40 0.28 0. 35 0.42 0. 50 0. 55 0. 58 0. 19 0.25 0 . 30 0. 35 0 . 38 0.41 0.45 0. 31 0. 37 0.44 0. 51 0. 56 0. 59 0. 22 0.27 0 . 33 0. 37 0 .40 0 .43 0. 50 0. 34 0.40 0.46 0. 53 0. 57 0. 60 0.25 0. 30 0 . 35 0.40 0 .42 0.45 0. 55 0. 37 0.43 0.48 0. 55 0. 59 0. 62 0. 29 0. 33 0. 38 0.42 0 .45 0.47 0. 60 0.41 0.46 0. 51 0. 57 0. 61 0. 63 0. 33 0. 37 0.41 i 0.45 0 .47 0. 50 0.65 0.45 0.49 0. 54 0. 59 0. 63 0. 65 - 0. 37 0.41 0 .45 0.49 0 . 51 0. 53 0.70 0.49 0. 53 0. 57 0. 62 0. 66 0. 68 0.42 0.45 0 .49 0. 53 0 . 54 0 . 56 0.75 0. 54 0 . 58 0. 62 0. 66 0. 69 0. 71 0.47 0. 50 0. 54 0. 57 0. 59 0.61 0. 80 0. 60 0.63 0.66 0. 70 0. 73 0. 74 0. 54 0. 56 0.60 - 0. 63 0.64 0. 66 0. 85 0.66 0.68 0.71 0. 75 0. 78 0. 79 0. 61 0.63 0.66 0. 69 0.70 0. 72 0. 90 0.73 0.75 0.77 0. 80 0. 83 0. 83 0. 69 0.71 0.73 0. 76 0.77 0. 79 0. 95 0. 80 0.82 0. 84 0. 87 0. 89 0. 89 0. 78 0 . 80 0 . 82 0. 84 0. 85 _ 0 . 86 1 . 00 0.89 0.90 0. 92 0. 94 0. 96 0. 96 0. 89 0. 90 0. 92 0. 94 0. 95 0 . 96 \rites For Type B Soils. use the average of coefticientsCco and C - When the Runoff Coefficient in above table is ' 0. use 0. When compositing die Runoff Coefficient for different soil types. use the table values above regardless if they are - i ; Runoff Coefficient vs . Imperviousness NRCS Hydrologic Soils C & D Runoff Coefficient vs. Imperviousnes NRCS Hydrologic Soil A t- c 1 . 00 - I d 1 . 00 .00. 90 — - - - - t __„ .a� � 0.80 __ _ _, — _ O 0.70 } 0. 90 • --r 1 t- r0.60 I . - --- - U 0. 80 _ -r I ti _ rt O 0. 50 i--st - •-. r 0.70 = O 0.60 I — - = 0.40 c 0. 50 ---- 0. 30 . _ 2-f cad 0.40 0.20 0. 30 0.20 0. 10 -- - - - - - n in 20160810 176 UD-Detention_v2 35 Asphalt @ histonc.xls. Design Info 8/11 /2016. 12 55 PM tnbutary catchment within UDFCD boundaries drologic Soil Group B C & D 0.03 0.04 0. 13 0. 17 0.23 0.30 0.41 0.52 0.56 0.68 0.85 1 .00 1.4 J - 1 12 I r r I .- I _ -- I ---1 I I -1 I ,l I a 08 04rdsM.tce, I — rw Sp.c.& +g I Careactot ed -+ 0.8 T G1rv.d I i - I Bend at lanh+atr cvvod c r tlafl.cax Oa ' T S I I —4 Curvier Sauer rin- 2 02 ► 1 S4,4-4f re'D > 6 0.0 1 1 _ 1 1 0 2U 40 too ft 90 100 fetlact,i Angie y Degrees Values of Rh ;S 20160810 176 UD-Detention_v2 35 Asphalt @ histonc.xls. Design Info 8/11 /2016. 12 55 PM POND 3 -ASPHALT 100 YEAR DETENTION VOLUME-WATER SURFACE ESTIMATED POND (TYPICAL)VOLUME vs ELEVATION POND OUTLET INVERT _ 4706 25 ELEVATION WQCV 9,399 7 ftA3 4707 29 ELEVATION REQUIRED 10 yr per MODIFIED FAA 46,307 7 ftA3 4707 64 ELEVATION DESIGN 10 yr RELEASE POND Al 0 97 CFS REQUIRED 100 yr per MODIFIED FAA 77,978 9 ftA3 4707 93 ELEVATION Avail Vol @ Emer Overflow 432,5541 ft^3 4709 50 ELEVATION 43560 DESIGN 100 yr RELEASE POND Al 0 97 CFS ELEV - AREA t VOL ACCUM ACUM(ac-ft) 4,706 25 0 0 0 25 187 1 187 1 0 00 4,706 50 2,245 3 0 50 5,847 0 6,034 1 0 14 4,707 00 25,299 6 0 50 24,425 4 30,459 5 0 70 4,707 50 77,089 9 0 50 55,697 7 86,157 2 1 98 4,708 00 149,678 3 0 50 87,383 4 173,540 6 3 98 4,708 50 201,119 4 0 50 114,512 8 288,053 5 6 61 4,709 00 258,115 6 0 50 144,500 7 432,554 1 9 93 4,709 50 321,029 7 , Western Engineenng Consultants 8/11/2016 Page 8 of 12 Design Procedure Form: Extended Detention Basin ( EDB) Sheet 1 of 4 Designer: Chadwin Cox, PE Company: Western Engineering Consultants Date: August 10, 2016 Project: 176 Storage Location : Roggen. Colorado 1 . Basin Storage Volume A) Effective Imperviousness of Tributary Area, la I , = 85.0 B) Tributary Area's Imperviousness Ratio (i = la / 100 ) i = 0.850 C) Contributing Watershed Area Area = 6.910 ac D) For Watersheds Outside of the Denver Region, Depth of Average d5 = in Runoff Producing Storm Choose One E) Design Concept (Select EURV when also designing for flood control) Ci Water Quality Capture Volume (WQCV) Q Excess Urban Runoff Volume (EURV) F) Design Volume (1 .2 WQCV) Based on 40-hour Drain Time VoEsiGN= 0.250 ac-ft 1VDESIGN = (1 .0 ' (0.91 * i'- 1 . 19 * i` + 0.78 ' i) / 12 * Area ` 1 .2) G) For Watersheds Outside of the Denver Region, VDESIGN OTHER= ac-ft Water Quality Capture Volume (WQCV) Design Volume NWOCV OTHER = (d6'NDESIGN/0.43)) H) User Input of Water Quality Capture Volume (WQCV) Design Volume VDESIGN USER= ac-ft (Only if a different WQCV Design Volume is desired) Choose One I) Predominant Watershed NRCS Soil Group A 36 C / D 2. Basin Shape: Length to Width Ratio L : W = 2.0 : 1 (A basin length to width ratio of at least 2: 1 will improve TSS reduction.) 3. Basin Side Slopes A) Basin Maximum Side Slopes Z = 4.00 ft / ft (Horizontal distance per unit vertical, 4: 1 or flatter preferred) 4. Inlet UDFCD Outlet A) Describe means of providing energy dissipation at concentrated inflow locations 20160810 176 Storage EDB Pond 3-UD-BMP_v3 03adsm, EDB 8/10/2016, 12:25 PM Design Procedure Form : Extended Detention Basin ( EDB) Sheet 2 of 4 Designer: Chadwin Cox, PE fit Company: Western Engineering Consultants Date: August 10, 2016 Project: 176 Storage Location: Roggen, Colorado 5. Forebay A) Minimum Forebay Volume VFMIN = 0.006 ac-ft (uv FMIN = 3% of the WQCV) B) Actual Forebay Volume VF = 0.012 ac-ft C) Forebay Depth DE = 12.0 in (DE = 18 inch maximum) D) Forebay Discharge i) Undetained 100-year Peak Discharge aloe = 39.61 cfs ii) Forebay Discharge Design Flow OF = 0.79 cfs (QF = 0.02 ' Q100) E) Forebay Discharge Design Choose One 0 Berm With Pipe (flow too small for berm wl pipe) Wall with Rect. Notch 0 Wall with V-Notch Weir G) Rectangular Notch Width Calculated WN = 5.3 in Choose One 6. Trickle Channel (i. Concrete FOR A CONCRETE TRICKLE CHANNEL, A) Type of Trickle Channel O Soft Bottom SLOPE SHOULD BE BETWEEN 0.004 AND 0.010 FT/FT. F) Slope of Trickle Channel S = 0.0025 ft / ft 7. Micropool and Outlet Structure A) Depth of Micropool (2.5-feet minimum) DM = 0.0 ft MIN. DEPTH OF 2.5 FEET B) Surface Area of Micr0000l (10 ft2 minimum) AM = 10 sq ft C) Outlet Type Choose One r Cl Orifice Plate Q Other (Describe): D) Depth of Design Volume (EURV or 1 .2 WQCV) Based on the Design H = 1 .04 feet Concept Chosen Under 1 .E. E) Volume to Drain Over Prescribed Time WQCV = 0.208 ac-ft F) Drain Time To = 40 hours (Min To for WQCV= 40 hours; Max To for EURV= 72 hours) G) Recommended Maximum Outlet Area per Row, (A0) A, = 0.84 square inches H) Orifice Dimensions: i) Circular Orifice Diameter or D,rtfice = 1 inches I) Number of Columns T, = 1 number J) Actual Design Outlet Area per Row (Ac) = 0.79 square inches K) Number of Rows (nr) n, = 3 number L) Total Outlet Area (Act) A« = 2.5 square inches 20160810 176 Storage EDB Pond 3-UD-BMP_v3 03.xlsm, EDB 8/10/2016, 12:25 PM Design Procedure Form : Extended Detention Basin ( EDB) Sheet 3 of 4 Designer: Chadwin Cox, PE Company: Western Engineering Consultants Date: August 10. 2016 Project: 176 Storage Location : Roggen, Colorado 8. Initial Surcharge Volume A) Depth of Initial Surcharge Volume D1 = 4.0 in (Minimum recommended depth is 4 inches) B) Minimum Initial Surcharge Volume Vis = 27.2 cu ft (Minimum volume of 0.3% of the WQCV) C) Initial Surcharge Provided Above Micropool V5= 3.3 cu ft INCREASE INITIAL SURCHARGE DEPTH OR SURFACE AREA OF MICROPOOL 9. Trash Rack Choose One Q Circular (up to 1-1/4" diameter) A) Type of Water Quality Orifice Used Q Circular (greater than 1-1/4" diameter) OR Rectangular (2" high) B) Water Quality Screen Open Area: At = Aot ` 38.5`(e'o.osso) At = 86 square inches C) For 1 -1 /4", or Smaller, Circular Opening (See Fact Sheet T-12): i) Width of Water Quality Screen and Concrete Opening (W wig) Wopening = inches ii) Height of Water Quality Screen (HTR) HTR = inches Choose One iii) Type of Screen, Describe if "Other" Q S.S. Well Screen with 60% Open Area* C} Other (Describe): Choose One a Aluminum Amico-Klemp SR Series (or equal) O Other (Describe): inches 20160810 176 Storage EDB Pond 3-UD-BMP_v3 03.1dsm, EDB 8/10/2016, 12:25 PM r Design Procedure Form : Extended Detention Basin ( EDB ) Sheet 4 of 4 ,0 Designer: Chadwin Cox, PE Company: Western Engineering Consultants Date: August 10. 2016 Project: 176 Storage ' Location: Roggen. Colorado 10. Overflow Embankment A) Describe embankment protection for 100-year and greater overtopping: B) Slope of Overflow Embankment ZE = 4.00 ft / ft (Horizontal distance per unit vertical, 4: 1 or flatter preferred) Choose One 11 . Vegetation Q Irrigated Not Irrigated 12. Access A) Describe Sediment Removal Procedures Notes: 20160810 176 Storage EDB Pond 3-UD-BMP_v3 03.xlsm, EDB 8/10/2016, 12:25 PM APPENDIX D 1-76 Outdoor Storage Final Grading Plan,Existing Drainage Plan, Final Developed Drainage Plan 1 -76 OUTDOOR STORAGE � p € _ 0- g I• o • • ) * SITE PLAN REVIEW - # PRE16-0025 sg : : x ~ LOT 1 MIRANDA MINOR SUBDIVISION NO. S- A REPEAT OF LOTS 3 & 4, MINOR SUBDIVISION NO S-293 "'� t• '-- LOCATED IN THE NORTHEAST QUARTER OF SECTION 1 , TOWNSHIP 2 NORTH, RANGE 63 WEST OF THE 6th P M . , PROJECT �� v s LOCATION O BEING EXEMPTION NO. 1056, COUNTY OF WELD, STATE OF COLORADO ,4?Klima.i, 6. tl I a 4y r I. NOTE : THIS IS AN OVERALL GRADING PLAN FOR INFORMATIONAL PURPOSES ONLY . - . . . SEE SHEETS 7 - 9 FOR SPOT ELEVATIONS AND APPROPRIATE DETAIL . " �� linage'le "" " c Vii 4 );b A-88.73'(M) 69.70111) 'ARTWORK SUMMARY 1 � I w` AA th Delta-20.20'08"(M) 20'19.40"(R) \ Ir7C S34-59.38.201) S34'59'So'W(R) An. lbrckness Volume Volume 1J <`� �` CM-18.28 (M) 813.231R) Description (sq.ft) (Inches) (cubic ft)(cvbtc yd1 i \ 'Q ASPHALT ACCESS 2.269 s 945 3S VICINITY MAP SCALE 1' = 2,00.. S39 32'15'E 101.521M) V. > °s �'� ASPHALT MLUNGS 235.609 S 94,170 3,657 NE 114 Si. T2N ROW.. (Ph P M 3 $39'33 30� 101.521R) � ...... CONCRETE I►ANS&FOREBAKI 346 6 273 10 SHOWN VICINITY MAP TAKEN FROM USGS QUAD MAPS• ROGGEN 40104.83 8 TAMPA t p ..- ...• e \ 40104 B4 .- , Ii i N TOTAL IMPORI 234,423 sf1 99 a 3,707 Aa • i �%Lk, • •\ \ • ' ``► \• Surface to Surf at Cut 2.693 IllQ 1113/41.41111-----1. 02 { Surface to Surface f ill after 10%shrinkage 6,224 Y !p≥5 SurlKe(uSurlKanethOnquind(ty)efhrt0%filshnnke 3,530 OWNER TO INSTALL PERMANENT 1 \\ Eau+s or IStwrtsg.1 cY needed to burn In wafer to bdance 172 11.'37[ \� PTH ASPHALTNetadlwtmenetdoafarKe•ralte.(lowerl 002 VEHICLE CONTROL TRACKING�I \ ; �� %Unbalanced s" BETWEEN SITE AND 176 FRONTAGE RD. y I / ��; OLEIC / /� I.' Assumed Stnppinjs(6'ove.3453B6st) 11952 SETBACI( . it w 07x29 / \ O •- -- a 10yr 107 64 / \ • C Cl ir .Y r . •'• [t 12' ACCESS EASEMENT As per the Project Geotechmul report,additional import may be necessary to / + t _• wr ,o K I 1 r A/5- 707.93 f' \ .�' ,- + x - ` REC NO 3603334) whew/st.bllntion Additional import may be required and an excess ) WilLls o pq, . SEE ALSO SHEET 12 FOR o ) \ / I .. ' ' �'� • ? 7 Ffi; 'y� I s (' \ t; material condition could oaur ` 30 OUTFALL WALL DETAIL %— s; ��R: s \\ d. \ .� n uN n 7( 4". .",/ oe \ \\ r*+q ) v1 a s .F) I �237isJ _ � \ fit( EMERGENCY SPILLWAY WALL p �-- C(7� L• I \ SEE DETAIL SHEET 14 ( P/ i7 %,,, ♦/ A\ \ --c.......... '-i TOW-4709. :.0 I \ �� ' \ \ ge SPILLWAY-4707. L. 1��,,� \\ n BOW=4702w.CII AALLA� TOW-4708 4? IPIIIr/f �•i. / \ \......... N \\ NI FG•470•.22 i4 Na... \ \ \ O BOw-4702.22 1.1.1 FLOW SPREADER WALL I �11 •1x /1 I dc •_ `, ` = �\ \ 1 SEE DETAIL SHEET 14 °' \ \ \ \ Q .... 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STORAGE FOR REV LW 3 .. ...• - -b, , qZ 0.28>< 0.2'S)<� ,.'�.�y,�,_. 0.2Sx 0.2S>< 0.2SXE61 S0.2511 ,; • Nbr307E / \ S' �•�: f• ` iV \ lart MI ellnalls o '�� \ `� r..reTl P le \ • w a"--,Al.....arailfasiarAtArArgiem d • • • • \ \ RELEASE Q2/03/2o Al 1* * * * * *- AtigiratiL _ _ _ _ \ tit DESIGNED BC Sir? K [x IS' LIMIT', US[u[Nt K K ??...._..e DRAWN BY CIC _ P 44. \ CHECKED BY CIC 5002 • ."E 929.77(5) '29.54'(R) (: IS OF 90- INGS) \ . _s PROJECT NO $ ` Iro g ! \ 01 -0228.001.00 DOC CON N a ` \ g 40 20 0 40 80 \ f 0008-OVRCRAOE >< g n r i•FULL SCALE. 40' cl Ij I• i HALF SCALE. 1' _ 80' 6 Of 18 OWNER TO INSTALL PERMANENT "p1•• SEE ALSO SHEET 12 FOR .^3S�� VEHICLE CONTROL TRACKING- / /'•ta OUTFALL WALL DETAIL -�I •, •••• •R• �g j!� f�� " SITE PLAN REVIEW-#PRE16-0025 BETWEEN SITE AND 176 FRONTAGE RD { y m - . •� \ ,„ LOT 1 MIRANDA MINOR SUBDIVISION NO S A REPEAT OF LOTS 3 84 MINOR.01F1.1„ 3 \ " ROW SPREADER WALL '" ��' \•�� SUBDIVISION NOS 293 =3 IT. . S �... , SEE oE]uoi111i09£1 �[ 1RARS01O1 WAIL E 1 a Q .,m a. ..705 31 F0_.yoe21 1Wx_170e17 _- LOCATED IN THE NORTHEAST QUARTER OF SECTION 1 TOWNSHIP 2 NORTH 5 e°lr.liox 21 1. .➢.1]06]2 8 ° ii�,'.°�i/• _ E°'" \ _ c 00x.1)02:2 r RANGE 83 WEST OF THE 6th M 101„ i i -�iw)p '"��\.7...,‘,717.,°;10_T° ° �°'° A •EWwcEWn SPILT. u�� i BEING EXEMPTION NO 1056 COUNTY OF WELD STATE OF COLORADO I [ s,,,. '_i \ \.�EOA y ` 4707 —— 1 —M'WALL m mNwme#r o.7 �[p[.._.—— .9,�� AQ\ , SPILLIVA1,4707 93 I \me. \ W I 070 nauri / /''-' "470730 \ ,01 02 - ,. — . m.•lam ,.-. EC. aj /\ n \1 n `� "r' '``'`' � ,,,,,,,• —\D. .. . . ...03‘00‘47 �`roam ,,,. . 4700 5 \ nc'K _\� 11 — — — - -i -r'"�- \ , 470]9. EOA \\ \ -- \ \\.\ IwOev Fe T /^\) \ ! -= \� \ Vo.d •1 , EOA I ' Eo& h \ J\\ \ \ \\ 0366 _ -- \ °/ %a Ill 476. 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' / / / D,EEEY5501121 a r,° / JmEa�1��e // a THIS AREA C /4. ; mA°a ie hit 6 aOEY JY o e /// /^• , /, oP THIS SHEET D / ooc coN M `' - 000e- w0[ i7'•�J ,- >ma " / KEYMAP SCALE 1 200-I_oF—A_ -76 iiia 06. aone. ° i 007 `• , / $ Y�: m Ee. �° / SITE PLAN REVIEW-#PRE16-0025 i3::3� �.� „ °'u Or / '�_ / `�""0 / /FL ,a //LOT 1 MIRANDA MINOR SUBDIVISION NO S A REPLAT OF LOTS 3 84 MINOR.,P₹IFC a n 1° ' 8 / / / r; ti, ] SUBDIVISION NO S 293 p3;'4 S r g ., 0„ I / / / , //?, LOCATED IN THE NORTHEAST QUARTER OF SECTION 1 TOWNSHIP 2 NORTH 2 € S i / / �/ 7°W',°, //" RANGE 63 WEST OF THE 6th P M 709 J° 9 _ �� // • // BEING EXEMPTION NO 1056 COUNTY OF WELD STATE OF COLORADO 3l „9457 r, W 1 /�,9e" /� /' ,.,'// // °. ,52;o b 700936 , „0]b / /' _ / /// C�/ Es 4444 am 34 / / P ., o<°, ao°.°, ��b /°°..x coso ° i // // /// IS 01. / / d.rona / os ot4 / ,o 47116. o 30903 x0901 ' / / , / / 47 0 iL C05 70695 .306.10 / CL ;;��----��--��-�--r� LL L�l I'''''' // 1 \/ / / gsI=I" IT." ° . / ' f L / OWNER TO INSTALL PERMANENT °� " �uem 70677 e a I /ZS �9'°'r BETWEEN SITE AND 176 FRONTAGE RD N aone / 1� mSB \ / 1.///J '// Hi! , Ir- '•1 `' ° °. ,0 / / / ,tl I. / O qp S 11 O0nf3]„ ° , / / / ]v .'Z i pR ` n / e //�• // / 20 10 0 0 O.,1, gr. \ .]. \ 10 1, / or'"la / / y " Dig Safety 4'02° , ao9. /` // g gr" ` — \, 1 1861 onemoncona ° ]m, /, 76965\ ,4 / ,10722 _/' / 3Y� 1 =J/, ro9 MIEN s957 °"' 417043 �'r f ,ra''' a� THIS AREA7 $ rP"' 2 /°` // // ON THIS SHEET 9 / i MOD=Bv CIO g a(� // „' DOC CON 5 u96D I/ / 2r. KEYMAP SCALE 1=200'�_or 1H_ I -76 OUTDOOR STORAGE HISTORIC & EXISTING DRAINAGE LEGEND 16 ; €at g-Itt a 2 SITE PLAN REVIEW - # PRE16-0025 //^ litiE ; ilA / , EXISTING �� SUS -SAC t 7,,,---n &BASIN SUS-BASIN = i o a LOT 1 MIRANDA MINOR SUBDIVISION NO S- A REPLAT OF LOTS 3 & 4, MINOR SUBDIVISION NO. S-293 DESIGNATION DESIGNATION via jvv (r PROJECT : � Eo LOCATED IN THE NORTHEAST QUARTER OF SECTION 1 , TOWNSHIP 2 NORTH , RANGE 63 WEST OF THE 6th P M . . 1 . 1 73 cs 1 . 12 -73 :4 --I BEING EXEMPTION NO 1056, COUNTY OF WELD, STATE OF COLORADO .8 •g c1� LOCATION E _I .c,1N.., AREA IN ACRES AREA IN ACRES �t-"- z CE�J`T in SY/ a G a En MB MI • EXISTING BASIN U R-250.00'(MacR) L—� EXISTING ORNNAGE PATTERN A-88 73'(u) e8 70'(R) �\ ✓+ D.Ita-20 20'08"(M) 20'19'401R) ( 1/ HISTORICAL DRAINAGE PATTERN KOFF" c \ �. 534'59'38 W(M) S34'59'501N(R) 0.07 il f1 i s, \ � �, CH-ee.zb'(M) 88.2S(R) O -- ►1�1 iorrtat61 garii.1 9.21 0.52 . 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Oh 4 \ OWNER TO INSTALL PERMANENT R""s`" I R-250.00'(M&R) to A 88.73'(M) 88.70'(R) VEHICLE CONTROL TRACKING - 3 c Delta-20'20'061M) 20'19'40-(R) BETWEEN SITE AND I-76 FRONTAGE RD. r (;� w \ � es �'`C� CH 88.8'(IAS3459.381,1() 88.23•(R)11) SO'W(R) � E S39.32'15'E 101.52'(M) \ ♦ FR 539.33.30.E 101.52'(R) j S. s' VICINITY MAP SCALE 1' = 2,000 i ' 6th RM \ •♦ \ 0.21 DEVELOPED DRAINAGE LEGEND \ ♦ ♦ \ 0.94 NESHOVl 4 VICINITY MAP TAKEN FROM USGS QUAD MAPS RGGGEN 4010/836 TAMPA 54.• /' . \ ` \\ \ 0.59 A .� DESIGNA Is g • _ DESIGNATION 4010484 444/44 II J \ \ o'' N. .2 a 58 C5 - (95A3d.29. \ \ 8 - C100 — — DEVELOP'ED 11.76 S1apa) , /, \\ BASIN Imperwous C•YR I A CIA(rROEVELOPED Cs DESIGN POINT • •� ' . \\\ ♦ ♦ AREA IN ACRES IM63 %• , \\ ` fG 11x>FCD 2011) n.96 o n 2.50 6.91 1x.47 cts I �� ` \\ , ♦ ♦ [ > EXISTING DRAINAGE PATTERN C.,(UOPCO20t* 241 1200 cts I \ \ � 1Alt77.36 ON 3.7� 6 97 31.01 as—I V ', �'.%H. 74;::,...'�"�/ ♦ ♦ - MI — IMO DEVELOPED BASN fC,*u 555 329r c* +,. 07,29 / , /` >•( w.1 "t". 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THrempiEVIDVIONLIvou or I . -"Ri 1110, \ \\ % '\He\ / (-Ile ��._ \ • S. 1X922.1987 6.91 0.72 \ ..' = \ , 17Rf1r 1D7fIG10N S 0. 0.25 �30% \ §WI 0.287E 0.25,. 2' +.-.. fity,m,GSt• 0.25% 0.25% 0.25% 0+' \\`, FOR REVIEW'IS \ • .1 Ili/ er .. --- ....--" "c- j*I \ .•\ A si v. ..SO WA frArirlfjfill - • OW_ I YY .frY..�- • p •AliArAPArArt . kor NI IAI T L PLANRELEASE 0x/03/20 ararssawn a — __ c �:+ 100 9 .7 ) • 9. 4 (' (:TLS 0 IN " DRA*NE0 Br CfC DRAYYN Br CFC 4 CHECKED Br a OFF1 s 9.21 'C_07 40 20 0 a 0011 CON G Le Futl SCAtF: t' - 40' SHEET IiALF SCALE: 1' - BO' _1]_OF _LfL 1-76 OUTDOOR STORAGE p=pillijg SITE PLAN REVIEW-#PRE16-0025 {ISEEJA LOT 1 MIRANDA MINOR SUBDIVISION NO S A REPLAT OF LOTS 3&4 MINOR SUBDIVISION NO S 293 Mha halt; LOCATED IN THE NORTHEAST QUARTER OF SECTION 1 TOWNSHIP 2 NORTH RANGE 63 WEST OF THE 6th P M `6 I I 7 f BEING EXEMPTION NO 1056 COUNTY OF WELD STATE OF COLORADO e. CNALUPKA LLC 6 o ooso,CURB • W iI1 LOT 3 CDOT 1-76 POND 3 TRANSMO WAu FLOW SPREADER WALL ROW I ncCV=47D72B TO•-ace47 I sEE DnNL sxEv 14 2,1— �! { 1 • PROPOSED GRADE ALONG 20y,0/S=4707 e4 FS•4706 as TOM-470/471 - 11 FORMAT BOTTOM 2 CONC PAY i1lJINHE BOW-470x0 R-O0621 POND BOTTOM �� . , �,_ 1 • Jaoyr n/s=47Bt Bs Bor-aoz�l E I /- DIN PER UDECO CRIT S TYPE L MATCH DI GRADE EX ORMEI/ 0 E MIiLL SOIL WRAP BELT(1.5 HIGH - _ 1 6 2 O PROPERTY LWE TOM/F0-47O620 OR DOWN STREAM SIDE)TO OUTS STRUCRIRE W1CH EXISTING GRADE SEPARATE FORMAT FROM POND ;E SEE DETAILS SHEET 13 a DING TYPE I S MACH 022D mDE EMERGENCY 0 SPILLWAY AERWA MAY CORD 7C2039liNEW AA SEE DETAL SMUT 14 SCALE I -20 NEW IS WEST TYPICAL EOREBAY BERM CROSS sECTtoN SLUE 1 •2 6I LOT 3 POND 3 4 LOT4 8000=4707 29 CffALUPKA LLC 10yr W/S=470784 o• IOOyr 0/8=4707 09 "0 il, I I i`T ...Mil, s3„ c3,^ g 0 M c —,...�L --------------------------------------------------- - $2 I ox 0 '-0 3' 2 CONC PAN 5 N POND 9 CR088 BECKON B-R o SCALE 1 -10 VIEW Al 1100111 O LLL a In gg 1 • • • • • • • 9-0 - Fa^ Oo • . NJ . • • 8,00&OF WALL• 2-O LEI Wrx 4 2 II 0 p �� ` � � �, � tea- ��i• °� 3 o o C�� cf-, P HER STEM WALL 0 z a N _ ^1}: 265 WEIR FOR RELEASE FROM FORMAT PER U0F00 MN \ ••.' �_—'--_-_-_�-.., 50-1J SEE MANAGE REPORT APPFNDD FOR CALLNA00N5 Dig'Safely e `� l�CD CD CD�o�CD C:2 CD POF+mAY STEM WALL _wLlhCc_ E \ \ .;�,-�.w ATE 7T_: ��. ,�.� , 11OD97219Hi -p•, \ \ — — �``\— — — — 2-0 FOR RM[W I _ — _ — _ — 265 --- 6 \ OWLET STRUCTURE _. S[E OLTNLS SHEET IJ � :- A-�-; g \ f II �� MICRORELEASE° R • R OUTFALL WALL DETAIL 265 WEIR FOR RELEASE FROM POREOAY PER WED EON PROJEC7TENO 4r I -S SO-Is SEE 000500 REPORT APPEND?FOR CALCULATORS 01-0228001/00 EOREBAY9'BTEM WALL ooli EMOTES 8 SCALE I •2 SHELI _12_OF_II_ 1-76 OUTDOOR STORAGE .1e.1a4 SITE PLAN REVIEW-#PRE16-0025 8fl LOT 1 MIRANDA MINOR SUBDIVISION NO S A REPLAT OF LOTS 3&4 MINOR SUBDIVISION NO S 293 «';_ `R LOCATED IN THE NORTHEAST QUARTER OF SECTION 1 TOWNSHIP 2 NORTH RANGE 63 WEST OF THE 6th P M -t'l a 55 BEING EXEMPTION NO 1056 COUNTY OF WELD STATE OF COLORADO 8 9_6 y I ♦-6 5-0 TT m CI_ 6 6 - JQ (TVP) PILKo SA DETAIL I Z ■ C ■ B STRUCTURAL NOTES \ --� lTMP1g. w`; 1 ALL CONCRETE SHALL BE CDOT CUSS B CAST IN PULE r r !'\1 E 1��• 'I�• 2 ALL EKPOSED CONCRETE CORNERS SHALL BE CHAMFER 3/4 'Li__I i• f ZED __ J ILL REINFORCING BARS SHALL PAVE A MINIMUM 2 CLFARMCEA1 IOOflIFl[E A '1 — PUTE CORE HOLE a 1 RICE -- 6 ALL STEPS SHALL BE A ACCORDANCE WITH M a SHTO 91199 It-1/2 RE 16 DA HOLE TRASH I SEE TRASH II PLATER II IHRU BOTH THE OUTLETMCAL RACK B DETAIL al in STRUCTURE W EMERGENCY S/8"GALVANIZED STEEL PLATE se OALVAN®BrFII PLATS SPILLWAY WAY 10RIRCE PLATE 1�0RIR R CE SCALE ATE - C W B 62 u Si PLAN VIEW SCALE I e 2 J/6 GALVANIZED STEEL I � aec PLATE W/MATER ��Oy�a. PLATELIGU HODS TOW 4)09.00 4-0 1_6 Naoyzn I Ayr ORISCE ng 6 .927 93 1JOr VI/S_ PUTE 0 6 F— /,•,a 6 r—-0 as` 1>0]64 ■RAERGENCT WARM 4]D]91, /4 O 11 CIS \:. OM _ _ P07 29 _ _ _ �� CORE 1B DA HOLE N` � IODyr ORIFlCE TXRV BOTH THE OUTLET /l O 10 CIS 1 \ (- Di PULE STRUCTURE O EMERGENCY 1 t �I �'J�uI■1� I�' 1� _ __ SPILLWAY WAY L 1YL�.�'r2 ry /.Y 1, i l �� I ��r2 - VJ;in TRICKLE CHANNEL INV .9062] 2 ON 4705 27 ■— — —r s —�- — } V)N J INITIAL IHV 1]0625 I RE 16 T J 1— T% ¢O w NECEDn� SURCHARGE /6 MOUND PPE DIN HOLE I 'a {ELI SIC Q'44.a 504E 1 -2 SCALE, .2 o 9. SIMMIJED t.0 a E4 L SCALE 1 e 2 Q 3t I^ zwao CI oa : 2 R 1/1 MLLE 2 •2 •1/4 ANGLE Q O 1 OC 2 .1/1 FUi 2 L 1/1 MT q 1 •1 1 MT O 1 10 G MT VII z a p Tv.„. 1• 0,2 0 L Tre 1 4 0 12 0 C O I -2-8 J-1-2J/J2 DM Q,,..1[� WATER IXYLM1 HOLES pp¢"W • ON CENTER TYP Z 2 1/. '.1,114:. /4 )~ g aFililIN m SOMME TUBING OVIAE IUBWG fn"SITRASH `I ,YI Dig'Safety RACK DRILL(J)S/6 PA HOLES I DRILL(JT S/6 DA.HOLES 1mowycm on BECIIDNO•D I THROUGH SOMME CHANNEL I--4- THROUGH SPUME CHANNEL I._ EACH 1�0BB7l19H1 SCALE 1 1 EACH SIDE FOR 1/4 •0 6 SEAL.END UCH SIDE FOR 1/1 R 5 SEAL END I '� EXPANSION GALVANIZED STCCL (M1P) GALVANIZED HAI STEEL (IMP) lam s ;ISLE IXP/NSION MCHORES EVANSTON MCHORES PtB'OAWAN�STEEL PLATE TRASH RACK A TRASH RACK W FOR REVIEW ! W/WATERQUAUTVH0LES SCALE 1 -2 SCALE 1 -2 SCALE _2 eRELEASE SEo1P1L DEIGNED BY.<F$ ANN EII, [NECKED DfC PROJEC IY FNO C 01-0226001 00 mi IA e SHEET ] OP10_ 1 -76 OUTDOOR STORAGE q� 1P Pig SITE PLAN REVIEW - # PRE16-0025 -; � YEia N a LOT 1 MIRANDA MINOR SUBDIVISION NO S- , A REPLAT OF LOTS 3 & 4, MINOR SUBDIVISION NO S-293 " ' w LOCATED IN THE NORTHEAST QUARTER OF SECTION 1 , TOWNSHIP 2 NORTH , RANGE 63 WEST OF THE 6th P M , ,-,131-� i 8 2 BEING EXEMPTION NO 1056, COUNTY OF WELD, STATE OF COLORADO 2 d y42 00' 44 jj .1 C 1.00' I - 40 00' 1.00' # U 4I r1 TOW '709.00 ; 2X 4 0 • 108.85 cfM — 4 3 I t ( i ]I e O •,,• 1 r W S 4707.93 1 r w S 4707.9 Z = < I ₹ . : t O. I it ' METAL SIDING FENCE DETAIL WINO TONES MUIR el POND "3' EMERGENCY SPIU.WAY WALE SCAE.E 1.. - 2' ti 59.64 Soil r.u. ' f IF VIEW 3.00' 3.00• >r w o w -- C�/ l U L. ' o 1.32' tT„PT-- (TYP) 1.3x' LTIITTTTITIRTTT 'r ~, _ 2 row•4�07 21 T - 7 7. 1 � w�r• o6h 6 O O O O o o o o o Ati FG-4706.21 0 0 0 0 0 O 0 0 0 0 0 F -47 . 1 '° D& m - --2.82._ewe_gip) - (�) z ez' x -Ls L - ----- WI • _ LIIILIEJI I I 1 U J' v) CI FRONT VIEW REAR \T2 SA' .•-) 0 A" < I LL1 BOW-4935.50 -570 .2t - Q a It- L III a. O OPAQUE WOOD FENCE DETAIL a 3 f• FLQW SPREADER WALL DETAIL 1ST JCTiR .L OE$1Q .N a cm-I o (TRASH ENCLOSURE) Z L1a C4 ‘)u SCALE 1" - 2' Q/ r..-4 O J a SOIL RIPRAP BEDDING GRADATION °� z I 70%-75% RIPRAP Z CUT OFF WALL&SILL WALL NOTES x00' UDFCD TABLE MD-11 Q O STRUCTURE�RE NOTES_ 1. ALL CONCRETE SHALL BE 1 c 28 DAY 2 4,000 PSI, 25%-30% SOIL PERCENT WEIGHT BY PASSING SQUARE-MESH SIEVES l ,"_) NC 1 . ALL CONCRETE SHALL BE F'c 28 DAY 2 4.000 PSI. F-1.00' TYPE II CDOT SECT 703 09 0 CLI I� 2. REBAR SHALL BE ASTM 615 U S STANDARD SIEVE SIZE TYPE I COOT SECT 70301 , 2 REBAR SHALL BE ASTM 615 CLASSIFICATION & GRADATION OF ORDINARY RIPRAP UDFCD TABLE CLASS A !1] -- 3. ANY SPLICES SHALL BE 2' 7' MINIMUM. 3 INCHES 90.100 S ANY SPLICES SMALL BE 2' 7" MINIMUM. � 1 MD 7 - v •F' F. a • to % SMALLER THAN T INTERMEDIATE ROCK 14 INCHES - - f 0 4 3/4" CHAMFER ALL EDGES. 4. 3/4' CHAMFER ALL EDGES. • 4 RIPRAP DESIGNATION GIVEN 512E BY WEIGHT, DIMENSIONS (INCHES) �° (INCHES)' INCHES 20-90 sr. 70-100 12 I INCHES 100 - Dig I Safely. TCONC PAN DETAIL 50-70 9 14 95-100 0 20 CALL L CC 12' TYPE VL 6•• nwrwOOPOIC Win S' MIN. 3.5' ^ 8' SCALE t" • t' 35-50 6 !16 45-80 • ppi�ya��ytya�+� (TYP ) IMF3 75' 2 10 2 - l' L 1 987 �� WIN. 70-100 tS = 2.10 unify nor TY33/ ALL R • TYPE L 50 70 12 9,. $200 Q2 0-3 �p REv Of �M/� ( EDGES) 3/4' CHAMFER 36-50 9 /4 REBAR 12" (rrP_ ALL EDGES) 2.10 3 RIPRAP BEDDING REQUIREMENTS O.C EACH WAY 4 REBAR 12' 6 (3' MIN COVER) 0.C. EACH WAY 70 '00 2' UDFCD TABLE MD-12 (VOLUME 1) (3' MIN. COVER) TYPE M 50 70 'a 12" 3550 i2 MINIMUM BEDDING THICKNESS (INCHES) a STRUCTURE ail COpela REBAR DETAIL 2.10 • 4 FINE-GRAINED SOILS' COURSE-GRAINED SOILS" • •• • •�� + 9 ••-RIPRAP DESIGNATION a./+l& ./al COpel••« SCALE 1- - 2' CUT OFF IL,L WAIL 70.100 30 TYPE I TYPE II TYPE II INITIALrPLAN m SCALE 1" Kit ASE Q2/03/2Q $ TYPE H �70 24 18 VL (0,.= 6IN), L (CV - 9 IN) 4 4 e DESIGNED B F r LTC 35-50 18 M(Oy_ = 12 IN) 4 4 8e DRAWN BY Cf C CHECKED BY CFC a' 2-10 6 H(Use = teIN) 4 6• PROJECT NO 8 70 Ion 42 VH (DV = 24 IN) 4 e 8 01-0228.001.00 50-70 33 'MAY SUBSTITUTE ONE 12-INCH LAYER OF TYPE II BEDDING THE SUBSTITUTION OF ONE LAYER OF TYPE DOC CON # $ TYPE VH 35-50 24 24 II BEDDING SHALL NOT BE PERMIT TED AT DROP STRUCTURES THE USE OF A COMBINATION OF FILTER 0014-DRNGDTLS R SHEET 2-10 9 '•FIFTY PERCENT OR O MORE BY WEIGHT RETAINED ON E THE 040 SIEVE fl _14_OF _1-4 EXHIBIT INVENTORY CONTROL SHEET CASE RES20-0002 - SANDRA MIRANDA, SCOTT GILLIS, JILL VEGA, AND MILTON VEGA Exhibit Submitted By Description A Applicant PowerPoint Presentation (received 5/19/2020) B C D E F G H I J K L M N O P Q R S T U V W 2020-1542 EXHIBIT .k �` t , WELD COUNTY air° ONLINE MAPPING vi,52.0-0002 a .,.,;! 4 b el —_ _-___ �. - - • • {'e • tr. . • -•,-4,:•44-.. ` 4 Fprt CLJlji isidire lir . ? . _ . . 2 . ..,1 ck.. . .\ , 1 . - . ' • N E J . r , ._ W „ . . - 1 4-4.,. NW ,.. , A_ \ .../ ... r - , \ • 4 - . iii 03N 03 N y 03N 03 N . _ ___ 03N 03N , _ 03N 63W 63W w 63W t 62W 62W i Legend 34 r � � • • 63W1t • 62W , _ �'� '+ Parcels SES \IV -� f - V `�'• 1�' Highway _. Road _ . . • . _�-.. #._ �` "':.! , , '. • .� Road i i y - a y..... Highway ter- : . IN Township / Range 44,- 1h w_,_ +. , _ M J 4� - -- Section t NE IN q bIr'1�► Q arterSection NE 1Vw NW _ _ _ - . ._..,�. _- u i iij� L_j County Boundary tre. 1:1 ii;greal .114P NV ! . & 'r; ER 1�- _ r F-..1. "4 .er..- s .. . . ..�._..::_:_Lw+c.. �� ... __ .. . ac ...-y::ASR t -�� '.^w' �• '. - _`-._�- ... e.�v2 +t— ' .�^fy • •...say ..a:a ;:i.-- Als Y !H! ... . t golook.,�k. - — - . .. 9 ii I •. f 4, 4- • I • ' t. 7 • .fi ./. i ism' �. - _. Mr 1 - S \Ai,-) .. - _. . i , 4 SW -1)ese- ..4 • .ft1.916- .... , _ . _ 11%t E tY . '. I . j .. • 1. • • • _ N _. . - . 02N (22G1 I . .e!i� ._.mil .. • rt __ __---gilt_\ . , ... .._ _ „,, . . ,.. N E . . wl 02N ON • 62N 0 2 - - -r -- , O2N 63W 62W 62W 10 - • : __ Si Sr 0 i, . -: .. S E c tem) . , W SE . _ °1 . , . 0 1 : 26, 811 Notes 4,468.5 0 2,234.23 4,468.5 Feet I nis map is a user generated static output from an Internet mapping site and is tor reference only. Data layers that appear on this map may or may not be accurate, WGS 1984 Web Mercator Auxiliary Sphere current, or otherwise reliable C Weld County Colorado THIS MAP IS NOT TO BE USED FOR NAVIGATION 1 -76 OUTDOOR STORAGE � ov. 4an 11 SITE PLAN REVIEW - # PRE 16-0025 = 0 . 0 )) ^ LOT 1 MIRANDA MINOR SUBDIVISION NO. S- , A REPLAT OF LOTS 3 & 4, MINOR SUBDIVISION NO. S-293 I< 0v� C.0 PROJECT " ; E ,. LOCATED IN THE NORTHEAST QUARTER OF SECTION 1 , TOWNSHIP 2 NORTH, RANGE 63 WEST OF THE 6th P M , LOCATION p 1 5 BEING EXEMPTION NO. 1056, COUNTY OF WELD, STATE OF COLORADO •.. s . r," t k G1 U ' Of _ - \ K� OWNER TO INSTALL PERMANENT R-2so.00'(M6R) R,.pFcn ^ to VEHICLE CONTROL TRACKING c Aw8 e.e20.M)0 88.70'(R)Aki2 ( BETWEEN SITE AND 1-76 FRONTAGE RD. S �' \ Deltaw O'20'08•(M) 20'19'40• R) ‘ :it>. Vil S34'59'38'1R(M) S34'59'50'W(R) \ CH 88.26•41) 88.23'(R) s39-32.1 VIE tot.s2'(M) `�•4 \ ALL AREAS OUTSIDE S39'33.30-E 101.52'(R) .% HARDSCAPE AND ROADBASE VICINITY MAP SCALE 1' = 2,000 11 3 � ..- \9 is AREAS SHALL BE SEEDED per NESHOWNVICNTYY MAP TAKEN FROM USGSQUAD MAPS ROGGEN40101B3IITAMPA g, lc /� / . ` \ \ S '' WELD COUNTY SPECIFICATIONS 4oto4-e4 -� e ....r /4 . . • zi I . - . .... 0 4, , SETBACK DATA TABLE I I I r .• 00' FULL DEPTH WATER WELL PERMIT #79209-F PROPERTY LINE BUILDING SETBACK "• _\ 0 S (TYP ASPHALT (50 BLDG HT) p I WEST 2500 G4 \� ^9 `' • WELL WAS TESTED ON MONTH DD, YYYY NORTH 25 CO • WELL "PUMP INSTALLATION & TEST REPORT I � EAST 25 Od' sETB • I IO��29 / / • `8 Al �l C, `'•. al g WAS COMPLETED ON MONTH DO, YYYY S°E'�H 25ar i lOyr w/S-4707.84/ . •1. . C � \' - ' _� - ��1•' Ex 12' ACCESS EASEYEN1 K I 1 I 100rr 111/S au 4707.93 / • _,• '.•'.>�. .� • • ,c•:•.f'' I REC. NO 3.0!331!) sae N b cavil I I II� /, s/ • Rs.o�• ` alp I J F• RV STALL DATA TABLE `, 1z� o Z a 01 I N I I / • �° 2 . 05. ?4, STALL SIZE OTY " S. ago ° �7 /4, / .. T�A6H X25 ••' •� s� �w� t7z30 191 ll N' ',6- \ . 02,90: n I t I I eJ /+ 3 '(5. I/ � 3 t [` 17 x 45' Si 1 1 u`wu rxv n rf / :� 00'4. 0 3S9 dPI,! to z 45 20 `� owi aI N I I 1 E' , / / • J r'�g, .... :, j 3 3 so. Aq`�0 f ed,T TOTAL STALLS 267. 'NZ t•-• I / / s ,6 p0 i �P)^0 �v, 3 3 RJ 20 C�,i•-, 1:e �',PA o 7U cre n � -71 � I � H / / 6 8 �0 40/' ( .!�`` � \ 3. 3 •• NF 9 J�o�o sus • v oop / 'I.I / . • / / ^ ` N. �5 34 'a\ 'L e/��0 C. V1 b o a s I • / / 6 • /• 1 32 2 G•00 4)0 � PV � o c� I � �"0 2 t o ` n O I>r1 a / / 9 . ' 21pf 2 \ , ,� O — m I $ • / 3 / 1 W 29 .� \ 1 \ o i.� to LOT I5 4 zs 24 28 7 \ 1.:- • R \ .o C7 : .�. 11 342.269 ± 1 ix tilt 2 J 26 ;�' 19 2 .--r LU Q •� 7.857 acres TOWER 22 25 o \ \ 2 / 12 .• 6 / SITE 21 20 24 2319 22 d ` \ (�.. LL ® �- ° S4T10'02'E 93.32'(M) •I \ 1 /-7 13 • ® 8 ` 18 17 21 20 i '° 1 ' \ • Z c 14 R 00.'� R10.00' �' R5.00' 16 19 ' 1 1 \ Q u S4T '43�E 93.19'(R) ' I / (ivp) Rw904.30'(M&R) —3 a4 ' / 15 . ' / \�!\ 9 \/ O}per' Xel 47. 15 1877 1 1 • \\ ti� M522.89'(M) S22.15'(R) a LU 23 11 J J` 1 G 16 1 \ Delta a33'07'48-(M) 33'05'00-(R) W J ° 1 ' • 12 2 i V ' R10.0� E CO NCAT • (AS WE 1 8- 2S 13 1 y 1 S41'19'20�IV(M) 541'22'30'w(R) I—' (� / \ CHw515.64'(M) 514.93'(R)12 Q 9 1, / � '�•; \(TYP) ( c JIM Sf 0 14 1 \ Ex S' MEN \ 13 is f 11 u \ / 16 • J• 'CC NO 3 -/ fljA•.. J.. . -s...., 12 11 14 ' �1 10 13 12 1 • \• z ; \ It J ` 10 93 12 17 �C 9 11 ;`1 9 . • , \1 ° . 20 t 9' T6 7 8^ 14 M Rs.: 6 1 10 ` O� ( I ,-.,•I 7 rl Co 10 6 \ 0. 1 / J ` / 17 R10.00' 6 13 12 r P)••• ` 9 g / 6 • w O ea \ / �.i8' 6 1 � S 0 �R1 �, 7 12,• { 5 \ R N a �p0 ca \ • 10 s 10 9 14 •` 13 4 7 'p`. 4 6 TYP) A \ :/: Z tel �' tt1 a � /2' tt �? 4 ; 6 1 3 6 3 2 6 3, . \ S te1 ` \ Z o \ - z1 `'b• 3 $. 8 / 2 7 2 ' s 4 DIgISa}Ny. w A N, •. / / 12 J O ( 1 ^ s 0• 4 �, 1 3 v' • t CALL UUjCC c1 -t1� ' / 13 $ "� 81 12.00' 6 ° 4 3 ( 3 2 .$. • n. rronaxn ays WHO > 23 ( 5 3 •`� 2PERM'Mu DIO w o �°r lo. r• l ni 4 q ( ) 2 1 8. 1 1 19?21987 C• , RS ••' $-• v • MISC. STORAGE ururvry u01pN t�� O 'y t!1 \\ 5y R5 00' R5.00' R10.00' R5.00' R5.00' • (10.00' • . 1 Clew CI.COLDAADO G \ 111' a 4/ (TYP)o n _ •• ,� O �1 s _ , r • \ FOR REVIEW a z5ao 1 `y�\ /YE) •f I I \ - , r y \ . • • • • • • • • • • • • • • N. . -L \ 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 1 _ 20 21 22 23 24 25 26 27 , 28 29 31 32 33 34 35 36 37 38 39 40 „1 42 43 44 45 46 47 48, 49 50 51,, , E.IEA ilmmm w Ex IS unuTv (ASININE NiTIAi PLAN w DESIGNED Br Cre § 500.21.00'( 929.77'(M) '29.54'(R) (� IS OF B '•INC'S) DRAWN BY EFC _ "'t Psi CERVI ENTERPRISES INC CERVI ENTERPRISES INC CHECrtEO By crc35929 1- 76 FRONTAGE RD. � 1PR0JECTN0$, PARCEL #130301000017 35929 1L FRONTAGE RG� �, PARCEL #130301000017 N '^ 0D0C CON boo s TV ZONE: AGRICULTURAL 40 80 0 40 80 0005-SITE ZONE: AGRICULTURAL I `�" SHEET D FULL SCALE: I- a 40' HALF SCALE: 1" - 84' - .__5___OF _j$-_ 0 I I N I \ I I , I ,--\ 1 I I i asi . ,rs . a. I76FRc LEGEND I I 150' PROPERTY LINE SETBACK - I I airsi.„ I , 500' EX RESIDENTIAL SETBACK I I lilt" Ili � I 200' EX STRUCTURE SETBACK ----- , Aill'` I 200' CDOT ROW SETBACK I ' 2 E R D ,s Ai. 1 , Y , 0 i: 1 . 5 •�- - - - - 1 I / ' J I n .,,E II 1 VICINITY MAP SCALE 1' = 250' NE1/4, S1 T2N. R63W 6th P.M SHOWN VICINITY MAP TAKEN FROM SflS QUAD MAPS-ROGGEN 40104-83 L TAMPA 40104.64 4 a i S S i 0 1 a 8 R i i a t .....limmimmilmimilimmillilliiii\y 1 0 N V---------Q mo , r 11 •% , / 76 FR ( LEGEND I I ill 150' PROPERTY LINE SETBACK 1 liallirass„.: i P el EX RESIDENTIAL SETBACK s hi Si i 200' EX STRUCTURE SETBACK .e i —'�; 1 1r 200' CDOT ROW SETBACK i - ' ; __:. - ..i E R D 1I s , SO °4. III I I, OS ;it1 1 I 0 1 1 r 1 . ` c V 1 1 Ro gg lie n . . .„.. If ......____ I VICINITY MAP SCALE 1' = 250' INE114 Si T2N R63W 6th P M SHOWN VICINITY MAP TAKEN FROM USGS QUAD MAPS • ROGGEN 40104-83 d TAMPA 40104-84 1 s t 5 i O ¢pcN 6 g S O a J t i 3 V I N 0 \. I \\N‘N. � I ss I 176 FR ( LEGEND I 150' PROPERTY LINE SETBACK 500' EX RESIDENTIAL SETBACK - - I �� 200' EX STRUCTURE SETBACK - 200' CDOT ROW SETBACK I \ E R Db.. I , � I I : O11 I � I Roggen VICINITY MAP SCALE 1' = 250' NE114. Si T2N. R63W. BM P.M. SHOWN VICINITY MAP TAKEN FROM USGS QUAD MAPS-ROGGEN 4010483 4 TAMPA 40104-84 i 5' COy Tp• KO aR L x 0 1 I'N----...I 1 1 1 I 1 1N .-1/4.."------__________.) I 1 _ 1 ( _ I .' 1 1 I J► .- 1 76 FR ( LEGEND Ii I limor , ' 150' PROPERTY LINE SETBACK / �j ' 500' EX RESIDENTIAL SETBACK I 0 oil ellillilliiiiiiiiiiiiiiiiill 1 200' EX STRUCTURE SETBACK 1 aa110.111 s. t 200' CDOT ROW SETBACK ,. I 1 , •wr II:11 d it . , ___,.._. E R D ,40.-war , Ibi bi, g _ Q 1_ , 0 I I _ ..__ - .-^----___ .. - - - - - - - - - - - - r - - - - - - - 5 I $ I 1 I / Ron iniaiNinaa . • VICINITY MAP SCALE 1' = 250' NE1I4 SI 12N R63W, 6th P.M SHOWN VICINI1 Y MAP TAKEN FROM USGS QUAD MAPS-ROGGEN 40104-93 6 TAMPA 40104-64 I S s r 7 i c s C I. i i i a 1 n 7.'e-se------d \ I \ I I `1, --ND _ . _ . . .. / 76 FR C LEGEND -- — — — — — — — — — ien — — — — — — — " — immein — k alim....... 150' PROPERTY LINE SETBACK - - 500' EX RESIDENTIAL SETBACK ( 00°..... 200' EX STRUCTURE SETBACK i , E 200' CDOT ROW SETBACK I g i ' II 1111111" E RD t T I , I 01 I SLil = - - - - + - - - - - - - - - - - - - --- i s I I I Ro gg le n ____ _ VICINITY MAP SCALE 1' = 250' Ili NE114 St T2N R69W. 6th P.M. SHOWN VICINITY MAP TAKEN FROM JSGS OUA0 MAPS-ROOGEN 40104.87 A TAMPA 40104.84 i C i CA 4 it i i 3 i Section 1 , T2N -R63W, Weld County � � - - - - - 20 21 23 -- - 24 -- 19 0 • • • • • • • 0 • % • • • • • 29 28 27 26 25 30 • • • I. I • • • • • • • • • 32 33 34 35 36 31 H • • • M ".• • • • • • • • • • • • M • • . • • • • ' • 5 4 3 • 1 6 • • • •• • • • • • • • • • • • • • • • • • �+.+ • • • • • • tti • 9 10 11 12 7 • • • • • • • • S fit • 0 • i it al 1 " = 3500 Feet • • • • N 1 Ili, 0 I I17, 50 3500 7000 IP i Hello