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Home My WebLink About20231066.tiffScanning Cover Sheet for Septic Permits Permit # Permit Type: Situs Street Address Situs City, State, Zip SP -0200294 Health / Residential / New 16250 CR 100 Sec/Town/Range: 35 -09N -66W Parcel # (12 digits) 045535200014-R2113703 Owner Full Name: Owner Address: CONINE MIKE & LINDA 9081 CR 102 NUNN,C0 80648 Contact Name: CONINE MIKE & LINDA Contact Address: 9081 CR 102 NUNN,CO,80648 Application Status: Finaled Application Date: 06/27/2002 Owner Phone #: 970.897.2388 Contact Phone# 970.897.2388 Information above has been Verified in Accela by employee noted below x _ Processed by: May 23, 2008 Date Report ID: EHS00024v003 Page 1 of 1 Print Date -Time: 5/23/2008 9:35:45AM C. ay WELD COUNTY DEPARTMENT OF PUBIX HEALTH AND ENVIRONMENT 1555 NORTH,d7Tfl'AVENUE GREELEY, CO 80631 PHONE (970) 304-6415 FAX (970) 304-6411 Permit #: Owner: Applicant: Permit Type: Parcel #: 0455-35-0-00-003 Location: 16250 CR 100 NUNN 35 09 66 Legal Description: 19558 AL 35 9 66 EX SP -0200294 Sec/Twn/Rng: 35 09 66 CONINE MIKE & LINDA CONINE MIKE & LINDA RNEW C=Commercial, R=Residential + NEW, REPair, VauLT Installer: Alorco /2/arnb)nj Description: HOUSE Commercial: N Residential: Y C UPRR RES (12R 4D) # of Persons: 3 Basement Plumbing: Y # of Bedrooms: 3 Bathrooms - Full: 1 3/4: 1 1/2: 0 Fina led Status: ISSUED Applied: 06/27/2002 Issued:T1/2002 Finaled: Acres: 80.34 Water Public: N Water Source: Water Private: .Y Cistern: N Well: Y Well Permit #: TBD Percolation Rate: 5 Limiting Zone: 8 ft 0 in Description: % Ground Slope: 0 Dir: Soil Suitable: (Y/N) Y Engineer Design Required: (Y/N) N In 100 Year Flood Plain: (Y/N) N Minimum Installation Septic Tank: 1000 gallons Actual Installation Septic Tank: 10:50 gallons Design Type: ( Q Absorption Trench: 432 square feet or Absorption Bed: 561 square feet Absorption Trench: L L L square feet Absorption Bed: square feet Chambers NOTICE The issuance of this permit does not imply compliance with other state, county or local regulatory or building requirements, nor shall it act to certify that the subject system will operate in compliance with applicable state, county and local regulations adopted persuant to Article 10, Title 25, CRS as amended, except for the purpose of establishing final approval of installed system for issuance of a local occupancy permit persuant to CRS 1973 25-10-111 (2). This permit is not transferable. The Weld County Department of Public Health and Environment reserves the right to impose additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval was contingent upon the final inspection of the completed system by the Weld County Department yf Public Health and Environment. Form: S_FINAL ErPiironmental Health Specialist Date l }4 CAA NiLS J, FOR OFFICE USE ONLY ISDS APPLICATION FLOW SHEET Owner: Location: mu, Nth n cf/CO Date By Permit #: CkrAq4 Legal Description: Comments 3.5 9 (alp Parcel Number Received li'a, M Information Form Complete 14 Authorization Form Received Map Drawing Received Flood Plain? Yes/No Site Inspection Date / f,_ (N Engineer Design? Yes/No -I Date Engineer Design Received Customer Notified? Yes/No Date Staff Approval Sent '� Date Staff Approval Rec'd i----- , Perc Data Entered in Computer -'V.: 7 , �� ff�---- cyt, Date of BOH Approval Eng Approval Letter Sent (Letter, Permit, BOH Review) i--- Date of Final Inspection 9-51f9` 9 Fi Eng Final Inspection Letter Rec'd 1 Variances Needed? Yes/No Sent Variance Staff Approval Rec'd Variance Staff Approval Variance BOH Approval Variance BOH Approval Sent (Variance, BOH Review) Additional Comments: Mienvpmiseptic fbwsheet.500.wpd WELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT 1555 NORTH 17TH AVENUE GREELEY, COLORADO 80631 PHONE (970) 304-6415 FAX (970) 304-6411 Permit #: Owner: Applicant: Permit Type: Parcel #: Location: Legal Desc: SP -0200294 Sec/Twn/Rng: 35 09 66 CONINE MIKE & LINDA CONINE MIKE & LINDA RNEW C=Commercial, R=Residential + NEW, REPair, VauLT 0455-35-0-00-003 TBD CR 100 NUNN 35 09 66 19558 ALL 35 9 66 EX C UPRR RES (12R 4D) PERMIT Applied: 06/27/2002 Expires: 06/22/2003 Description: HOUSE Commercial: N Residential: Y Acres: 80.34 # of Persons: 3 Basement Plumbing: Y # of Bedrooms: 3 Bathrooms - Full: 1 3/4: 1 1/2: 0 Water Public: N Water Source: Water Private: Y Cistern: N Well: Y Well Permit Number: TBD Percolation Rate S Limiting Zone >p, ft — in Description % Ground Slope Direction . --- Soil Suitable (Y/N) Engineer Design Required (Y/N) tJ In 100 Year Flood Plain (Yl/N) N From the application information supplied and the on -site soil percolation data the following minimum installation specifications are required: Septic Tank I Don gallons, Absorption Trench 43a square feet or Absorption Bed 1 square feet Chambers 1c� In addition, this permit is subject to the following additional terms and conditions: NOTJC This permit is granted temporarily to allow construction to commence. This permit may be revoked or suspended by the Weld County Department of Public Health and Environment for reasons set forth in the Weld County Individual Sewage Disposal System Regulations including failure to meet any term or condition imposed thereon during temporary or final approval. The issuance of this permit does not constitute assumption by the department or its employees of liability for the failure or inadequacy of the sewage disposal system. This permit is not transferable. Before issuing final approval of this permit the Weld County Department of Public Health and Environment reserves the right to impose additional terms and conditions required to meet our regulations on a continuing basis. Final permit approval is contingent upon the final inspection of the completed system by the Weld County Department of Public Health and Environment. This permit expires one year from the application date. Form: S_PERMT x nvironmental Health Specialist Date WELD COUNTY DEPARTMENT OF PUBLIC HEALTH & ENVIRONMENT 1555 NORTH 17TH AVENUE, GREELEY, CO 80631 PHONE: (970) 304-6415 FAX: (970) 304-6411 WEBSITE: WWW.CO.WELD.CO.US Permit Number: SP -0200294 06-27-2002 Amount: $315.00 Payment Method: Owner Name: CONINE MIKE & LINDA Applicant Name: CONINE MIKE & LINDA Parcel Number: 045535000003 Site Address: Location: TBD CR 100 NUNN 35 09 66 Check APPLICATION / RECEIPT Initials: BM Receipt Number: HAP -02292 Notation: 2053 Total Fees: $315.00 This Payment: $315.00 Total All Payments: $315.00 Balance: $0.00 Account Code 2560-41400-4221-4203 2560-41400-4221-4203 2560-41400-4221-4203 2560-41400-4410-4203 Description New Septic Permit Repair Septic Permit Vault Permit Potable Water Description: HOUSE Commercial: (Y/N) N Residential: (Y/N) Y Acres: 80.34 Number of Persons: 3 Basement Plumbing: (Y/N) Y Number of Bedrooms: 3 Bathrooms: Full - 1 3/4: 1 1/2: 0 Amount $315.00 $0.00 $0.00 $0.00 Water Public: (Y/N) N Water Supply: Water Private: (Y/N) Y Cistern: (Y/N) N Well: (Y/N) Y Well Permit Number: TBD NOTICE Applicant acknowledges receipt of the individual sewage disposal system guide and that the completeness of this application is conditional upon further mandatory and additional tests and reports as may be required by the Weld County Department of Public Health and Environment to be made and furnished by the applicant or by the Weld County Department of Public Health and Environment for purposes of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under article 10, title 25, CRS as amended. The applicant certifies theat the proposed system will not be located within 400 feet of a community sewage system. The undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are, or will be, represented to be true and correct to the best of my knowledge and belief, and are designed to be relied on by the We'd County Department of Public Health and Environment in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted b . - • - .. n said applicaion and in legal action of perjury as provided by law. This application expires one year ner/Applicant ate Form: RT_HAPP FLOOD PLAIN YES / NO RESIDENTIAL YES / NO NUMBER OF PERSONS tiAV4D. WI�Y� SEPTIC INFORMATION FORM To obtain an I.S.D.S. permit, one must file an "Application for Individual Sewage Disposal System" at the Weld County Environmental Protection Services office, and pay the application fee. A "repair" fee shall be charged for the expansion,replacement, or repair of an existing system. The following information must be provided on the septic information form: PARCEL NO.: 0 1/55-3506 0063 THIS CAN BE OBTAINED FROM THE ASSESSOR'S OFFICE AT (970) 353-3845 EXT 3650 PROPERTY OWNER MAILING ADDRESS 8 VYLcA Le raiL CITY ST ZIP HOME PHONE (!71) x'97- 23?8 WORK PHONE (974.1 G 9,2- Oao7 FAX (p4 S9 2- 239, APPLICANT NAME n//(c . L i )ucict �v Av / N c MAILING ADDRESS 908/ COO kIty lo 2 CITY A.JU ) ST Ca ZIP soggy HOME PHONE (97,4 RV2 -2J WORK PHONE fl2o) 692-Q col FAX (fix) 997-23 S LEGAL DESCRIPTION PTf')L es A16uy SEC A TWN RNG ai i ACRES eO/3T SUBDIVISION LOT 35 BLO K FILING Na (Js DESCRIPTION OF BUILDING (ex: House, Mobile Home, Modular, Shop, Office) SITE/LOCATION ADDRESS TB-i) Li) c? 100 w uwk., Cam_ DIRECTIONS TO SITE /300 � ,L o T,iJ7'cr scc .lb A o -' Lac R /goo + NEW PERMIT 3/5— REPAIR PERMIT VAULT PERMIT $315 $315 $150 IF OBTAINING A REPAIR PERMIT, PLEASE LIST PREVIOUS OWNERS OF THIS PROPERTY: .57eur1-lso Jo Exec zr /s7a7'c a-9 Beruf&c Ls l ilasv►�J CENSUS TRACT COMMERCIAL YES / NO BASEMENT PLUMBING NO �LoLI' 4 ' "' NUMBER OF BEDROOMS 3 BATHROOMS: FULL_ . 3/4___Z__ 1/2 WATER SUPPLY: PUBLIC YES NO NAME IU/4 PRIVATE YES (fLO3 CISTERN YES (N(2) WELL (YENO WELL PERMIT # 4J, edJ PERC HOLES MARKED FOR INSPECTION BY SPECIALISTNO C/Pc4- X653 -4- PLEASE DRAW A MAP TO YOUR PROPERTY N S WC2ld0 QYom GU u ►v ) r� U SOIL PERCOLATION CHARACTERISTICS REPORT PROPOSED TWO SINGLE FAMILY RESIDENCES SOUTHEAST CORNER OF WELD COUNTY ROADS 33 AND 100 LOTS 1 AND 2 WELD COUNTY, COLORADO PROJECT NO. 20025117 JUNE 25, 2002 Prepared for: HARRISON BUILDERS, LLC 9081 WELD COUNTY ROAD 102 NUNN, COLORADO 80648-9711 ATTN: MR. MIKE CONINE Prepared by: Terracon 301 North Howes Fort Collins, Colorado 80521 llerracorL. 1 ' June 25, 2002 1 1 1 1 1 Sincerely, ' TERRACON 1 Gary L. Wilson, E.I.T Geotechnical Engineer Copies to: Addressee (8) Harrison Builders, LLC 9081 Weld County Road 102 Nunn, Colorado 80648-9711 Attention: Mr. Mike Conine Re: Soil Percolation Characteristics Report Proposed Two Single Family Residences Lots 1 and 2 Weld County, Colorado Terracon Project No. 20025117 lierracon 301 N. Howes • P.O. Box 503 Fort Collins, Colorado 80521-0503 (970) 484-0359 Fax: (970) 484-0454 Terracon has completed a soil percolation evaluation for the proposed two single family residences to be located on lots 1 and 2 of the proposed development that is at the southeast corner of Weld County Roads 33 and 100 in Weld County, Colorado. This report provides geotechnical engineering recommendations with regards to septic system design criteria, as requested. A final geotechnical engineering exploration and comprehensive report should be performed on each of the two lots for foundation design criteria prior to construction of any infrastructure or buildings on each lot. The results of our limited engineering study, including the boring location diagram, hand augered records, and the geotechnical recommendations needed to aid in the design and construction of septic systems are attached. We appreciate the opportunity to be of service to you on this phase of your project. If you have any questions concerning this report, or if we may be of further service to you, please do not hesitate to contact us. REc/sly ‘35°o�� 27712 David A. Richer, P,.E. • • . - - Department Manager/Geotechnical Engineer Arizona ■ Arkansas ■ California ■ Colorado ■ Georgia III ldahp ■ Illinois ■ Iowa ■ Kansas ■ Kentucky ■ Minnesota ■ Missouri Montana ■ Nebraska ■ Nevada ■ New Mexico ■ Oklahoma ■ Tennessee IN Texas ■ Utah ■ Wisconsin ■ Wyoming Consulting Engineers & Scientists Since 1965 www.terracon.com TABLE OF CONTENTS Page No. Letter of Transmittal INTRODUCTION 1 PROJECT DESCRIPTION 1 SITE EXPLORATION PROCEDURES 1 Field Exploration 1 SUBSURFACE CONDITIONS 2 Soil Conditions 2 Field Test Results 2 Groundwater Conditions 3 CONCLUSIONS AND RECOMMENDATIONS 3 Septic System Construction 3 GENERAL COMMENTS 4 APPENDIX A Site Plan and Boring Location Diagram Logs of Borings APPENDIX B Laboratory Test Results APPENDIX C General Notes SOIL PERCOLATION CHARACTERISTICS REPORT PROPOSED TWO SINGLE FAMILY RESIDENCES SOUTHEAST CORNER OF WELD COUNTY ROADS 33 AND 100 LOTS 1 AND 2 WELD COUNTY, COLORADO PROJECT NO. 20025117 JUNE 25, 2002 INTRODUCTION This report contains the results of our soil percolation evaluation for the proposed two single family residences to be located on lots 1 and 2 of the proposed development that is at the southeast corner of Weld County Roads 33 and 100 in Weld County, Colorado. The site is located in the Northeast 1/4 of Section 35, Township 9 North, Range 66 West ofthe 6th Principal Meridian, Weld County, Colorado. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: Soil and groundwater conditions, and • septic system design criteria The conclusions and recommendations contained in this report are based upon the results of field testing, engineering analyses, and experience with similar soil conditions and our understanding of the proposed project. PROJECT DESCRIPTION Based on information provided, it is Terracon's understanding the project will include the construction of two single family residential lots served by on -site Individual Sewage Disposal Systems (I.S.D.S). The two lots encompasses approximately four (4) acres in plan view. SITE EXPLORATION PROCEDURES The scope of the services performed for this project included a limited site reconnaissance by an engineering geologist; field testing consisting of determining soil percolation rates and engineering analyses. Field Exploration The client provided test pit and percolation test holes, on June 19, 2002 on each of the 2 lots in the proposed location of each I.S.D.S. Profile test pits and percolation holes were excavated to approximate depths of 3 to 8 feet below existing site grades at the locations shown on the Site Plan, Figure 1. One test pit and 6 shallow percolation test holes were provided for evaluation by Terracon on 1 1 1 1 Soil Percolation Characteristics Report Harrison Builders LLC Project No. 20025117 each of the two lots. Percolation tests were conducted in accordance with Weld County Health Department guidelines. All profile and percolation test holes were excavated by the client. The test pit and test holes were located in the field by measurements from property lines and existing site features with assistance from the client. The accuracy of test pit and test hole locations should only be assumed to the level implied by the methods used. Test pit and test hole observations and percolation tests were conducted by the engineering geologist. Logs were prepared for each lot and are presented in Appendix A. Groundwater measurements were made at the time of the site exploration. SUBSURFACE CONDITIONS Soil Conditions As presented on the Test Pit Logs, included in Appendix A of this report, on -site soils consisted predominantly of sandy lean clay underlain by clayey sand with gravel extending to the depths explored. Field Test Results Field test results indicate that the day layer is medium stiff to stiff in consistency. The clayey sand with gravel was loose to medium dense. Percolation testing conducted in the area of the proposed soil absorption bed and relevant field data is summarized for each lot as follows: Y �. .t 9t' � � \}�`� R} [ n .lam �';n�Y 3 5iC ,� . V � I?YkN..��T4"'�'.1:� 3��1'i'. JfpF,e , : <<, Percolatlon;Ti Till Resuiti :.•S'.`*i, *" hHolel } •` Depth (inches) :• Class' ction a'. ° .,est ik- we..ili + (ft) •.Tue' ,, ii' - ethto�� Bedrock (fttin} wora. olatSoil kt;11 Lot 1 1 36 CL *NE *NE 5 2 36 CL *NE *NE 5 3 36 CL *NE *NE 5 4 36 CL *NE *NE 5 5 36 CL *NE *NE 5 6 36 CL *NE *NE 5 DESIGN RATE 5 Lot 2 1 36 CL *NE *NE 5 2 36 CL *NE *NE 5 3 36 CL *NE *NE 5 4 36 CL *NE *NE 5 5 36 CL *NE *NE 5 6 36 CL *NE *NE 5 DESIGN RATE 5 *NE: Denotes: Groundwater and/or bedrock not encountered to maximum depths of exploration. 2 1 Soil Percolation Characteristics Report Harrison Builders LLC Project No. 20025117 Field test results indicate the majority of the soils in the areas tested have fair percolation characteristics. Weld County Health Department's regulations require soil percolation characteristics to be between 5 to 60 minutes/inch for construction of standard systems. Groundwater Conditions Groundwater was not observed at the time of field exploration. These observations represent only current groundwater conditions, and may not be indicative of other times, or at other locations. Groundwater levels can be expected to fluctuate with varying seasonal and weather conditions as well as volume of water in the Logan Reservoir. Fluctuations in groundwater levels can best be determined by implementation of a groundwater monitoring plan. Such a plan would include installation of groundwater monitoring wells, and periodic measurement of groundwater levels over a sufficient period of time. CONCLUSIONS AND RECOMMENDATIONS Septic System Construction Field test results indicate that a standard septic system and leach field (soil absorption bed) is feasible for construction on the site at the location of the percolation test holes. The system should be designed in accordance with applicable state and county requirements and should be located at the minimum distances from all pertinent ground features described in Weld County regulations. An average percolation rate of 5 minutes per inch is recommended for design purposes. No groundwater or bedrock was encountered to maximum depths of exploration, 8 -feet in the soil profile test pits located within the general vicinity of each soil absorption bed. Accordingly, the leach field may be constructed at a depth of 1 to 2 feet from existing site grades in the general vicinity of excavated test pits. Design parameters for use of a standard septic system and/or a gravel -less infiltrator system are as indicated on the table below for a soil percolation rate of 5 minutes/inch. 3 1000 560 18 3 6 4 1250 748 24 4 6 5 1500 934 30 5 6 Additional design criteria for construction of a standard septic system in accordance with the Weld County Health Department's guideline are as follows: 3 Soil Percolation Characteristics Report Harrison Builders LLC Project No. 20025117 • Distribution lines within the soil absorption bed should consist of 3- or 4 -inch diameter perforated plastic pipe approved in governing regulations. Distribution lines should be placed the full length of the proposed absorption bed or trench and should not exceed 100 -feet in length. Distribution lines should be spaced at a maximum of 6 feet on center with the perimeter lines placed within 3 feet of all sides in the absorption bed. • Absorption beds should be backfilled with a minimum 12 -inch thickness of clean graded gravel ranging in size from 3/4 to 2-1/2 inches in diameter. The gravel should extend a minimum of 6 inches below and 2 inches above the distribution pipes. • All parts of the field shall be located a minimum 10 feet from all property lines, a minimum of 100 feet from any well, pond or irrigation ditch, a minimum of 20 feet from all dwellings, and the required minimum distances from all other pertinent land features. The gravel bed should be completely covered with untreated building paper prior to final soil cover. Final soil cover should be a minimum of 12 inches in thickness and suitable for vegetative growth. The surface of the soil cover should be graded for positive surface drainage and to reduce the possibility of surface water infiltration. GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide testing and observation during excavation, grading, foundation and construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental assessment of the site or identification of contaminated or hazardous materials or conditions. If the owner is concerned about the potential for such contamination, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical engineering 4 Soil Percolation Characteristics Report Harrison Builders LLC Project No. 20025117 practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. 5 Gar., sec, 35 • I� WcR 100 2 _ Vob3.50' Cor., StL•3'5, TqN, Rtg;Lt) LEf- A)D SaIL PROF) LE $4chc 1-14E- 1"1$7'- Pfrr 4- s -14L 5.01L Pa-ge-c)c,er,d,, Tyr *44 tk- . t� '12 SI >'/e. &.ibal• 35 40" E t331.iS' Q NW Car., E'/t, Al lN' 14. E `/z, IU l,J Y/4 Gross80.((,377 Act ?Jet = 74.7L05 Ac,t N54'4'57'E © L1W Gor-, E'/t, SW'/4 F 'l �; SLi )'lam: 1 z 0 W 0 N 0 N W. i W o� m LOG OF TEST PIT NO. 1 Page 1 of 1 CLIENT Harrison Builders, LLC ARCHITECT! ENGINEER SITE S/EJC of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG Boring Location: LOT 1 DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES TESTS NUMBER TYPE RECOVERY, in. SPT - N BLOWS/ft. WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf " `' '' ''''-'' 6" TOPSOIL 0.5 SAND LEAN CLAY trace GRAVEL _ — 1 HS //% Brown, moist, medium stiff to stiff 4 2 HS 4 CLAYEY SAND with GRAVEL 5 3 HS Brown, moist, loose to medium dense 8 4 HS 5 HS ■ BOTTOM OF TEST PIT The stratification tines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft erracon BORING STARTED 6-19-02 WL Q DRY WD T- BORING COMPLETED 6-19-02 WL I RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 . . LOG OF BORING NO. 1 - LOT 1 Page 1 of 1 CLIENT Harrison Builders, LLC 1 ARCHITECT / ENGINEER SITE S/EJC of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES TESTS NUMBER TYPE RECOVERY, in. SPT - N BLOWS / ft. WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf PERCOLATION RATE MIN./INCH {` .'1 • 2_ .2-- 6" TOPSOIL 0.5 SAND LEAN CLAY trace GRAVEL - — — PA 5 %% Brown, moist, medium stiff to stiff 3 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft erracon BORING STARTED 6-19-02 WL Z DRY WD X BORING COMPLETED 6-19-02 WL 1 I RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 1 1 LOG OF BORING NO. 2- LOT 1 Page 1 of 1 CLIENT Harrison Builders, LLC ARCHITECT / ENGINEER SITE SEC of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES TESTS NUMBER TYPE RECOVERY, In. a,O to i n WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf PERCOLATION RATE MIN./INCH {'.:-i.. - 'z a• 0.5 6" TOPSOIL SAND LEAN CLAY trace GRAVEL - — - PA 5 V /,3 Brown, moist, medium stiff to stiff BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft err acon BORING STARTED 6-19-02 WL DRY WD 1 BORING COMPLETED 6-19-02 WL I T. RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 • LOG OF BORING NO. 3 - LOT 1 Page 1 of 1 CLIENT Harrison Builders, LLC 1 ARCHITECT / ENGINEER SITE S/EJC of Weld County Roads 33 and 100 . Weld County, Colorado _ PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES _ TESTS NUMBER TYPE RECOVERY, in. 0..I un m WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf PERCOLATION RATE MIN./INCH 4:.', ':11L•. 6" TOPSOIL 0.5 SAND LEAN CLAY trace GRAVEL _ — - PA 5 V Brown, moist, medium stiff to stiff 3 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft err acon BORING STARTED 6-19-02 WL 11 DRY WD T BORING COMPLETED 6-19-02 WL 2- X RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 1 1 1 LOG OF BORING NO. 4 - LOT 1 Page 1 of 1 CLIENT Harrison Builders, LLC ARCHITECT I ENGINEER SITE S/E/C of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES TESTS NUMBER TYPE RECOVERY, In. SPT - N BLOWS / ft. WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf PERCOLATION RATE MIN./INCH '� �' .`.1 '.a; 6" TOPSOIL 0.5 SAND LEAN CLAY trace GRAVEL _ — PA 5 V /#43 Brown, moist, medium stiff to stiff BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft lbrracon BORING STARTED 6-19-02 WL ,V DRY WD I BORING COMPLETED 6-19-02 WL I I RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 i I 0 2 . •LOG OF BORING NO. 5 - LOT 1 Page 1 of 1 CLIENT Harrison Builders, LLC 1 ARCHITECT / ENGINEER SITE S/E/C of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES TESTS NUMBER TYPE RECOVERY, in. SPT - N BLOWS/ft. WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf PERCOLATION RATE MIN./INCH '-! -` '2-Lz. 0.5 6" TOPSOIL SAND LEAN CLAY trace GRAVEL — — — PA 5 j j Z3 Brown, moist, medium stiff to stiff BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft err acOn BORING STARTED 6-19-02 WL DRY WD 1 BORING COMPLETED 6-19-02 WL RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 . • LOG OF BORING NO. 6 - LOT 1 Page 1 of 1 CLIENT Harrison Builders, LLC 1 ARCHITECT / ENGINEER SITE S/E/C of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES TESTS m Lu m m m Z TYPE RECOVERY, In. SPT - N BLOWS / ft. WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf PERCOLATION RATE MIN./INCH '"• '' 'L0.5 6" TOPSOIL SAND LEAN CLAY trace GRAVEL — — — — PA 5 /%/ j /.3 Brown, moist, medium stiff to stiff BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft �rracon BORING STARTED 6-19-02 WL DRY WD 1 BORING COMPLETED 6-19-02 WL 3 RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 1 z 8 w I- a 2 J W O co LOG OF TEST PIT NO. 2 Page 1 of 1 CLIENT Harrison Builders, LLC ARCHITECT / ENGINEER SITE S/E/C of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG Boring Location: LOT 2 DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES _ TESTS NUMBER TYPE RECOVERY, in. SPT - N BLOWS / ft. WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf '{ �' I .16" !!'''- TOPSOIL 0.5 LEAN CLAY trace GRAVEL _ — — 1 HS rSAND j j j Brown, moist, medium stiff to stiff 3 - _ 2 HS • • / ;/;: /1 . /8 CLAYEY SAND with GRAVEL Brown, moist, loose to medium dense 5- - 3 HS _ - 4 HS BOTTOM OF TEST PIT The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft err acon BORING STARTED 6-19-02 WL DRY WD X BORING COMPLETED 6-19-02 WL-31 RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 1 . . LOG OF BORING NO. 1 - LOT 2 Page 1 of 1 CLIENT Harrison Builders, LLC 1 ARCHITECT / ENGINEER SITE S/EJC of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES TESTS NUMBER TYPE RECOVERY, in. SPT - N BLOWS / ft. WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf PERCOLATION RATE MIN./INCH .4..g.6" ''•L•0.5 TOPSOIL SAND LEAN CLAY trace GRAVEL PA 5 % %3 Brown, moist, medium stiff to stiff BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft erracon BORING STARTED 6-19-02 WL .V DRY WD 1 BORING COMPLETED 6-19-02 WL 1 X RIG FOREMAN CLIENT WL Initial Water Level Reading - APPROVED DAR JOB # 20025117 1 1 LOG OF BORING NO. 2 - LOT 2 Page 1 of 1 CLIENT Harrison Builders, LLC ARCHITECT / ENGINEER SITE S/E/C of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES TESTS NUMBER TYPE RECOVERY, in. SPT - N BLOWS / ft. WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf PERCOLATION RATE MIN./INCH '-' '''L 0.5 6" TOPSOIL SAND LEAN CLAY trace GRAVEL _ — — _ PA 5 /3 Brown, moist, medium stiff to stiff BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft lierr acon BORING STARTED 6-19-02 WL DRY WD - BORING COMPLETED 6-19-02 WL 1 T RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 . LOG OF BORING NO. 3 - LOT 2 Page 1 of 1 CLIENT Harrison Builders, LLC I ARCHITECT / ENGINEER SITE S/E/C of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES TESTS NUMBER TYPE RECOVERY, in. SPT - N BLOWS / ft. WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf PERCOLATION RATE MIN./INCH ''' `; '' 6" TOPSOIL 0.5 SAND LEAN CLAY trace GRAVEL _ _ PA 5 /// Brown, moist, medium stiff to stiff 3 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft e rr acon BORING STARTED 6-19-02 WL DRY WD I BORING COMPLETED 6-19-02 WL I SL RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 . . LOG OF BORING NO. 4 - LOT 2 Page 1 of 1 CLIENT Harrison Builders, LLC 1 ARCHITECT / ENGINEER SITE S/E/C of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES TESTS NUMBER TYPE RECOVERY, in. SPT - N BLOWS/ft. WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf PERCOLATION RATE MIN./INCH {''' '' L. 6" TOPSOIL 0.5 SAND LEAN CLAY trace GRAVEL - — — — PA 5 7 j Z Brown, moist, medium stiff to stiff 3 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft rr icon BORING STARTED 6-19-02 WL 31 DRY WD I BORING COMPLETED 6-19-02 WL s RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 . LOG OF BORING NO. 5 - LOT 2 Page 1 of 1 CLIENT Harrison Builders, LLC 1 ARCHITECT / ENGINEER SITE S/E/C of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES TESTS NUMBER TYPE RECOVERY, In. SPT - N BLOWS/ft. WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf PERCOLATION RATE MIN./INCH . r' 6" TOPSOIL 0.5 SAND LEAN CLAY trace GRAVEL _ — — PA 5 // %// Brown, moist, medium stiff to stiff 3 BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft erracon BORING STARTED 6-19-02 WL s DRY WD I BORING COMPLETED 6-19-02 WL 3 RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 1 i 1 1 . ' LOG OF BORING NO. 6 - LOT 2 Page 1 of 1 • CLIENT Harrison Builders, LLC 1 ARCHITECT / ENGINEER SITE S/E/C of Weld County Roads 33 and 100 Weld County, Colorado PROJECT Proposed Septic System - Lots 1 and 2 GRAPHIC LOG DESCRIPTION DEPTH, ft. USCS SYMBOL SAMPLES TESTS NUMBER TYPE RECOVERY, In. SPT - N BLOWS / ft. WATER CONTENT, % DRY UNIT WT pcf UNCONFINED STRENGTH, psf PERCOLATION RATE MIN./INCH L!.1-. `'x'0.5 6" TOPSOIL SAND LEAN CLAY trace GRAVEL - — — PA 5 V %3 Brown, moist, medium stiff to stiff BOTTOM OF BORING The stratification lines represent the approximate boundary lines between soil and rock types: in -situ, the transition may be gradual. WATER LEVEL OBSERVATIONS, ft erracon BORING STARTED 6-19-02 WL 3Z DRY WD I BORING COMPLETED 6-19-02 WL 1 RIG FOREMAN CLIENT WL Initial Water Level Reading APPROVED DAR JOB # 20025117 GENERAL NOTES 'DRILLING & SAMPLING SYMBOLS: S: Split Spoon -1-°/8" I.D., 2" O.D., unless otherwise noted ST: Thin -Walled Tube - 2" O.D., unless otherwise noted C.B: Ring Sampler -2.42"1.D., 3" O.D., unless othertiwrise noted : Diamond Bit Coring -4", N, B S: Bulk Sample or Auger Sample HS: PA: HA: RB: WB: Hollow Stern Auaer Power Auger Hand Auger Rock Bit Wash Boring or Mud Rotary the number of blows required to advance a standard 2 -inch O.D. split -spoon sampler (SS) the last 12 inches of the total 18 -inch penetration with a 140 -pound hammer falling 30 inches is considered the "Standard Penetration" or °N -value". ItATER LEVEL MEASUREMENT SYMBOLS: L: Water Level CI: Wet Cave in CI: Dry Cave in AB: After Boring liVater levels indicated on the boring logs are the levels measured in the borings at the times indicated. Groundwater levels at ther times and other locations acrossthe site could vary. In pervious soils, the indicated levels may reflect the location of ieroundwater. In low permeability soils, the accurate determination of groundwater levels may not be possible with only short- rm observations. N/E: Not Encountered WS: WD: BCR: ACR: While Sampling While Drilling Before Casing Removal After Casing Removal DESCRIPTIVE SOIL CLASSIFICATION: Soil classification is based on the Unified Classification System. Coarse Grained Soils eve more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or and. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained oils are defined on the basis of their in -place relative density and .fine-grained soils on the basis of their consistency. CONSISTENCY OF FINE-GRAINED SOILS RELATIVE DENSITY OF COARSE -GRAINED SOILS Unconfined Compressive Strength, Qu, psf < 500 500 - 1,000 1,001 - 2,000 2,001 - 4,000 4,001 - 8,000 8,000+ Standard Penetration or N -value (SS) Blows/Ft. <2 2-3 4-6 7-12 13-26 26+ Consistency Very Soft Soft Medium Stiff Stiff Very Stiff Hard RELATIVE PROPORTIONS OF SAND AND GRAVEL Descriptive Term(s) of other Percent of constituents Dry Weight Trace With Modifier <15 15-29 > 30 RELATIVE PROPORTIONS OF FINES Descriptive Term(s) of other constituents Trace With Modifiers Percent of Dry Weiaht <5 5-12 > 12 Standard Penetration or N -value (SS1 Blows/Ft. 0-3 4-9 10-29 30 - 49 50+ Relative Density Very Loose Loose Medium Dense Dense Very Dense GRAIN SIZE TERMINOLOGY Major Component of Sample Boulders Cobbles Gravel Sand Silt or Clay Particle Size Over 12 in. (300mm) 12 in. to 3 in. (300mm to 75 mm) 3 in. to #4 sieve (75mm to 4.75 mm) #4 to #200 sieve (4.75mm to 0.075mm) Passing #200 Sieve (0.075mm) PLASTICITY DESCRIPTION Term Non -plastic Low Medium High Plasticity index 0 1-10 11-30 30+ lierracon UNIFIED SOIL CLASSIFICATION SYSTEM 1 Criteria for Assigning Group Symbols and Group Names Using Laboratory TestsA Soil Classification Group Symbol Group Name' - Coarse Grained Soils 'ore than 50% retained on No. 200 sieve Gravels More than 50% o€ coarse fraction retained on No. 4 sieve Clean Gravels Less than 5% fines: Cu a4end 1sCcs3! GW Well -graded gravel' Cu < 4 and/or 1 > Cc > 3a GP Poorly graded gravel' Gravels with Fines More Fines classify as ML or MH than 12% finesc GM Silty gravel^G.x Fines classify as CL or CH GC Clayey graver -G.:1 Sands 50% or more of coarse fraction passes No. 4 sieve Clean Sands Less than 5% fines° Cut 6 and 1 s Cc s 3s SW Well -graded sands Cu < 6 and/or 1 > Cc > 3` SP Poorly graded sand Sands with Fines More than 12% fines° Fines classify as ML or MH SM Silty sand'" Fines Classify as CL or CH SC Clayey sandG•m1 Fine -Grained Soils 50% or more passes the r. 200 sieve Silts and Clays inorganic Liquid limit less than 50 Pi >7 and plots on or above "A" line' CL Lean clayKL"` PI < 4 or plots below "A' line' ML Silty .M organic Liquid limit - oven dried Liquid limit - not dried < 0.75 Organic c1ayK L"'" OL Organic sie-m.° Silts and Clays Inorganic , PI plots on or above "A" line 'Liquid limit 50 or more CH Fat clay''-'' PI lots below "A" line MH Elastic SlltKI.M organic Liquid limit - oven dried < 0.75 OH Organic clay"-' Liquid limit - not dried Organic silt"6t6t° ighly organic soils Primarily organic matter, dark in color, and organic odor PT Peat IBased on the material passing the 3 -In. (75 -mm) sieve if field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. IGravels with 5 to 12% fines require dual symbols: GW-GM well -graded gravel with silt, GW-GC well -graded gravel with clay, GP -GM poorly graded gravel with slit, GP -GC poorly graded gravel wlh.clay. °Sands with 5 to 12% fines require dual symbols: SW-SM well -graded sand'• Iwith silt, SW -SC well -graded sand with clay, SP-SM poorly graded sand with silt, SP -SC poorly graded sand with clay eCu = Deo/Dia Cc = (Da D10 x Dap If soil contains L 15°.6 sand, add "with sand" to group name. elf lutes classify as CL -ML, use dual symbol GC -GM, or SC-SM. PLASTICITY INDEX (PI) so 50 40 30 20 "If fines are organic, add "with organic fines" to group name. If soil contains Z 15% gravel, add "with graver to group name. If Atterberg limits plot in shaded area, soil Is a CL -ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel; whichever Is predominant. L If soil contains a 30% plus No. 200 predominantly sand, add "sandy" to group name. • MY soil contains z 30% plus No. 200, predominantly gravel, add "gravelly" to group name. "PI t 4 and plots on or above "A" line. °Pl < 4 or plots below "A" line. P PI plots on or above "A° line. °PI plots below "A° line. For classification of fine-grained soils and fine-grained fraction —of coarse -grained soils r0.' HoEqrizonntal l 6K to Horizontat at P1=4 to LL=25.5. L'i — then P1=0.73 (LL -20) vex\ Equation of "U" t line G.ro Vertical at LL=1 6 to P1=7. J ' — than P1=0.9 (LL -8). � V f;§ i 4r•� 0• 0( 0 10 15 20 30 40 50 MH or OH ML or 0L 60 70 60 90 100 110 LIQUID LIMIT (LL) =arm 111-6/98 ilerracon_ LABORATORY TESTS SIGNIFICANCE AND PURPOSE TEST SIGNIFICANCE PURPOSE California Bearing Ratio Used to evaluate the potential strength of subgrade soil, subbase, and base course material, including recycled materials for use in road and airfield pavements. Pavement Thickness Design Consolidation Used to develop an estimate of both the rate and amount of both differential and total settlement of a structure. Foundation Design Direct Shear Used to determine the consolidated drained shear strength of soil or rock. Bearing Capacity, Foundation Design & Slope Stability Dry Density Used to determine the in -place density of natural, inorganic, fine-grained soils. Index Property Soil Behavior Expansion Used to measure the expansive potential of fine-grained soil and to provide a basis for swell potential classification. Foundation & Slab Design Gradation Used for the quantitative determination of the distribution of particle sizes in soil. Soil Classification Liquid & Plastic Limit, Plasticity Index Used as an integral part of engineering classification systems to characterize the fine-grained fraction of soils, and to specify the fine-grained fraction of construction materials. Soil Classification . Permeability Used to determine the capacity of soil or rock to conduct a liquid or gas. . Groundwater Flow Analysis pH Used to determine the degree of acidity or alkalinity of a soil. Corrosion Potential Resistivity Used to indicate the relative ability of a soil medium to carry electrical currents. Corrosion Potential R -Value Used to evaluate the potential strength of subgrade soil, subbase, and base course material, including recycled materials for use in road and airfield pavements. Pavement Thickness Design Soluble Sulphate Used to determine the quantitative amount of soluble sulfates within a soil mass. Corrosion Potential Unconfined Compression To obtain the approximate compressive strength of soils that possess sufficient cohesion to permit testing in the unconfined state. Bearing Capacity Analysis for Foundations Water Content Used to determine the quantitative amount of water in a soil mass. index Property Soil Behavior lrierracon -J REPORT TERMINOLOGY (Based on ASTM D653) Allowable Soil Bearing Capacity Alluvium Aggregate Base Course Backfill Bedrock Bench Caisson (Drilled pier or Shaft) Coefficient of Friction Co/luviurn Compaction Concrete Slab -on - Grade Differential Movement Earth Pressure ESAL Engineered Fill Equivalent Fluid xisting Fill (or man- made frill Existing Grade The recommended maximum contact stress developed at the interface of the foundation element and the supporting material. Soil, the constituents of which have been transported in suspension by flowing water and subsequently deposited by sedimentation. A layer of specified material placed on a subgrade or subbase usually beneath slabs or pavements. A specified material placed and compacted in a confined area. A natural aggregate of mineral grains connected by strong and permanent cohesive forces. Usually requires drilling, wedging, blasting or other methods of extraordinary force for excavation. A horizontal surface in a sloped deposit. A concrete foundation element cast in a circular excavation which may have an enlarged base. Sometimes referred to as a cast -in -place pier or drilled shaft. A constant proportionality factor relating normal stress and the corresponding shear stress at which sliding starts between the two surfaces. Soil, the constituents of which have been deposited chiefly by gravity such as at the foot of a slope or. cliff. The densification of.a soilby means of mechanical manipulation. A concrete surface layer cast directly upon a base, subbase or subgrade, and typically used as a floor system. Unequal settlement or heave between, or within foundation elements of a structure. The pressure or force exerted by soil on any boundary such as a foundation wall. Equivalent Single Axle Load, a criteria used to convert traffic to a uniform standard, (18,000 pound axle loads). Specified material placed and compacted to specified density and/or moisture conditions under observations of a representative of a geotechnical engineer. A hypothetical fluid having a unit weight such that it will produce a pressure against a lateral support presumed to be equivalent to that produced by the actual soil. This simplified approach is valid only when deformation conditions are such that the pressure increases linearly with depth and the wall friction is neglected. Materials deposited through the action of man prior to exploration of the site. The ground surface at the time of field exploration. ilerracon J .11 REPORT TERMINOLOGY (Based on ASTM D653) Expansive Potential Finished Grade Footing Foundation Frost Depth Grade Beam Groundwater Heave Lithologic Native Grade Native.Soil Optimum Moisture Content Perched Water Scarify Settlement Skin Friction (Side Shear) Soil (earth) Strain Stress Strip Subbase Subgrade The potential of a soil to expand (increase in volume) due to absorption of moisture. The final grade created as a part of the project. A portion of the foundation of a structure that transmits loads directly to the soil. The lower part of a structure that transmits the loads to the soil or bedrock. The depth of which the ground becomes frozen during the winter season. A foundation element or wall, typically constructed of reinforced concrete, used to span between other foundation elements such as drilled piers. Subsurface water found in the zone of saturation of soils, or within fractures in bedrock. Upward movement. The characteristics which describe the composition and texture of soil and rock by observation. The naturally occuring ground surface. Naturally occurring on -site soil, sometimes referred to as natural soil. The water content at which a soil can be compacted to a maximum dry unit weight by a given compactive effort. Groundwater, usually of limited area maintained above a normal water elevation by the presence of an intervening relatively impervious continuing stratum. To mechanically loosen soil or break down existing soil structure. Downward movement. The frictional resistance developed between soil and an element of structure such as a drilled pier or shaft. Sediments or other unconsolidated accumulations of solid particles produced by the physical and chemical disintegration of rocks. and which may or may not contain organic matter. The change in length per unit of length in a given direction. The force per unit area acting within a soil mass.. To remove from present location. A layer of specified material in a pavement system between the subgrade and base course. The soil prepared and compacted to support a structure, slab or pavement system. lierracon Fnfm No ctids-r.r 3' F Cerrrnnia1 Bldg. 1 .71 2 Sh.c:mon Sr U e-, cdrrado 80203 {3331 Ski -3161 )FFICE OF THE STATE ENGINEER 'COLORADO DIVISION OF WATER RESOURCES APPI 1CANT MIKE 8 LINDA CONINE 9081 WC:ii 1{12 NUNN. CO 80648- {970180 y-2:388 PERMIT TO CONSTRUCT A WELL LIC WELL PERMIT NUMBED 2r4•3`t DIV ' WD 1 DES. BASIN MD APPROVED WrELL LOCATION WELD COUNTY NW 1!4 NW H4 Sect on 35 Township 9 N Range &6 W Sixth P M DISTANCES FROM SECTION LINES 170 F1 from No-th 1'4{i Fl from West UTM COORDINATES Narthirlg Sector Lyre Sectror I .re EaSlirg ISSUANCE OF THIS PERMIT DOES NOT CONFEF2 A NAT ER RICHT CONDITIONS OF APPROVAL 11 This wet shall I)* L5+ 3 :'1 SUCH a Way ask Caus€ flu 'fiateridl rr11Lry 4r Ha Stir kg. Water ric hlS. The ISsud' C? u' 1r a perms oc-ts 'tu1 assu'L' Il'C applicarl that 110 rnl,r'y aIII OCCur .0 anath0r vested wale. light Or p'trl:i,lde arwtber owneir pf 31 estee water right Iron see�Ing relief in a cr.il court action 2i The cr..stn,ction of th a weal she 1 be in compliance wrh the Water Well ConstILcrion I3cles 2 CCR 402,2 unless apprcval of a variance has been granted by the Slate E3c:arc o' Exev.ners of Water WWI Gonstruclrnn and Pump nstallat.on Cn r,' cIors in ac.cordi.•,ra with Ru'a 18 3) Approved ac:suanl to CRS 37-97-5C2(3l(hYII)(A) as the orly wet, on a Ir,d of land of 4a C'13 acres descnbed 3s the F 1'2 of the W 1'' r•t the NW 114, Sec 5. 1 wp 4 N. ling 64.1 W. Sixth P.M . Lrya.:j Lc,rty. 41 T h0 LSe of ,'1•aund wale- hair: this well is I rn tad to fire ,1.oternnn. ordinary hluse+lcld pilrposes inside not more then throe (31s ngle faint y [hell gigs. the i'Ii[latiOn o! ro' more than ore {') acre of hn'mme gardens and awns, and the «alering O` COmC5fiC anima 5) The reaxim,rm pum, ing rate of th swell shi I not exceer: 75 Cm n) thg atom fJow frf.m the use. of Ihis will must ha Eh'nrig� an rdivrcLal waste wnlnr d sposal systern of the ncr•evaaorarive type where the water is retumed 10 the same stream system •n wfird'1 the well is b:.aled Ty T F.Is well sea I be co-islr ucled not mote than 204 lee: 'Tom the Iocalicn specified on Ibis permit APPROVED SKR 5 t.3tL• L' j''I'trel ,Ret:eipe. No. 04540,43 _.._DATE ISSUED JUL 30 2002 EXPIRATION DATE- in 3 0 Hello