HomeMy WebLinkAbout100 Casteel Ridge - 210701301020INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. PERMIT NO. �p 51eq 1512 OWNER: James Hesburgh PHONE:-(970) 926-5223 MAILINGADDRESS: 880 Unit G 26 Homestead Dr. City: Edwards State: CO Zip:81632 APPLICANT: Curt McDonald PHONE: (970) 949-8745 SYSTEMLOCATION: 2695 Cordillera Way, Edwards, MAX PARCEL NUMBER: 2107-014-01-008 LICENSED INSTALLER: Rob Graef Construction of Vail LICENSENO: 02-95 DESIGN ENGINEER OF SYSTEM: Complete Engineering Services, Inc., Ed Ford INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1250 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 750 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install as per engineers design. ENVIRONMENTAL HEALTH APPROVAL: DATE: —August 24, 1995 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS F THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25- 10- 104. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 828 SQUAREFEET, via 23 infiltrator units INSTALLED SEPTIC TANK: 1250 GALLON N3'W DEGREES 75 FEETFROM residence SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY X YES NO COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: X YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: Engineer confirmation received 12-4— 5 as —built drawing � �` ENVIRONMENTAL HEALTH APPROVAL: DATE: X? i ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: PERMIT FEE PERCOLATION TEST FEE OWNER: RECEIPT # CHECK# (Site Plan MUST be attached) ISDS Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (El Jebel) ************************************************************************** * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" PROPERTY OWNER: 4 h - PHONE: � 70 ) QriC�' 3 MAILING ADDRESS: 060 -- ( A a i- 6. (0 an&I' � 'A. C"? o� � . APPLICANT/ CONTACT P -RSON : 0, , R-T MCDC !kA�-P PHONE: (i70) 11gR- bT4S _ MAILING ADDRESS: tuaiz�c 3 Rob 2Ak LICENSED ISDS CONTRACTOR: -( pyts 2bt lCJA OCic( PHONE: S�7D COMPANY/DBA: JV&,1 ADDRESS: P.o,6cx J;?a-g ua f Cc *************************************************************************** PERMIT APPLICATION IS FOR: X New Installation ( ) Alteration (_ ) Repair *************************************************************************** LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # ( if known) Legal Description: Subdivision: 06K0l�10nA Filing:]rL-Block: Lot No.5 Tax Parcel Number: () Lot Size: Street Address: *************************************************************************** BUILDING TYPE: (Check applicable category) (� Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) ( ) well ( ) Spring () Surface Public Name of Supplier: Number of Number of Type Bedrooms At Bedrooms *These systems require design Registered Professional Engineer SIGNATURE: //�(�� Date: *************************************************************************** TO BE COMPLETERI BY THE COUNTY AMOUNT PAID: �hh ( �� . i1� RECEIPT #: l iD (p `J q DATE: P CHECK #: CASHIER: EAGLE COUNTY, COLORADO Date: August 24, 1995 TO: Graef Construction of Vail FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No. 1512-95 Tax Parcel #2107-014-01-008 Property Location: 2695 Cordillera Way, Edwards, CO, Hesburgh Residence. Enclosed is your ISDS Permit No. 1512-95.It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328-8755. cc: files Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO December 7, 1995 James Hesburgh 880 Unit G 26, Homestead Dr. Edwards, CO 81632 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit No. 1512-95 Parcel #2107-014-01-008. Property location: 2695 Casteel Ridge, Wolcott, CO. Dear Mr. Hesburgh, This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a.brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Information Brochure Final ISDS Permit cc: files UUMYLt 1 h1tN61NttK1N6 1r96650 P.01 COMPLETE ENGINEERING SERVICES, INC. RECEIVED JUN 28 1995 FACSIMILE TRANSMITTAL LETTER PROJECT NO: 91-1580 DATE: Jun 8 1995 TO: Curk McDonald-; Cordillera ConstructiQn FROM: Ed Ford SUBJECT: PercolatiQn Test Results: Lot 51. Filing 2 Number of Pages: 4 (includes cover sheet) 912 TWELFTH STREET • GOLDEN, COLORADO 80401 4 (303) 279-6418 • FAX: 279- M0 COMPLETElENGINEERING 2796350 P.02 COMPLETE ENGINEENINO SERVICES, INC. Mr. John Reed Cordillera Construction corporation P.O. BOX 988 Edwards, Colorado 81632. PROJECT NO: 91-1580 January 30, 1992 SUBJECT: Subsurface Investigation and Engineering Analysis Lot 511 Filing 2, Cordillera Subdivision, Eagle County, Colorado Mr. Reed, Percolation testing was conducted at the subject location between January 23 and 24, 1992. Results of testing are presented below and in the attached figures. Percolation testing indicated soils have an average percolation rate of A. 8 minutes per inch. Detailed test results are presented in Table 1, attached. Tests were conducted in compliance with Eagle County Specifications in locations shown on the attached Test Role Location Plan. one soil profile hole was drilled in the vicinity of the percolation test holes. Approximately eight feet of silty sand were encountered above sandstone and shale bedrock. Detailed soil descriptions and a.iithologic log are presented in Figure 1, Test Hole Location Plan. Based on soil profile encountered, percolation rate and experience with other systems in the Cordillera Subdivision, installation of a sand filter absorption system is recommended. We are currently in the process of designing an applicable system. If you have questions concerning this information, please contact me. Complete Engineering Services, Inc., k ' ti g' Edward D. Ford, P.E. 912 TWELFTH STREET • GOLDEN, COLORADO 80401 • (303) 279-6418 COMPLETElENGINEERING 2796350 P.03 ABLE PERCOLATION TEST RESULTS PROJECT NO. 91-1580 DATE: 01/24/92 TECHNICIAN EDF TEST HOLE NO. 1 TOTAL DEPTH 3.2 FT DEPTH TO WATER 1.9 FT READING CHANGE IN ELAPSED PERCOLATION TIME (ft) DEPTH (in) TIME (min) RATE (min(in) 9:15 1.54 0 0 9:55 0.57 11.64 40 3.4 10:00 1.55 REFILL -• -- 10:30 0.88 8.04 30 3.7 10:35 1.54 REFILL -- -- 11:15 0.85 8.28 40 4.8 11:20 1.54 REFILL -- -- 11:55 0.95 7.08 35 4.9 12:00 1.50 REFILL -- -- 12:30 0.95 6.60 30 4.6 12:35 1.52 REFILL -- -- 13:05 1.00 6.24 30 4.8 13:10 1.47 REFILL •- 13-40 0.93 6.48 30 4.6* TEST HOLE NO. 2 TOTAL DEPTH 2.9 FT DEPTH TO WATER 1.9 FT READING CHANGE IN ELAPSED PERCOLATION TIME (ft) DEPTH (in) TIME (min) RATE (min/in) 9:15 1.29 0 0 9:55 0.57 8.64 40 4.6 10:00 1.40 REFILL -- -- 90:30 0.90 6.00 30 5.0 10;35 1.37 REFILL •- •- 11:15 0.82 6.60 40 6.1 11:20 1.38 REFILL -- -- 11:55 0.82 6.72 35 5.2 12:00 1.43 REFILL -- •- 12:30 0.93 6.00 30 .5.0 12:35 1.48 REFILL -- -- 13:05 1.01 5.64 30 5.3 13:10 1.47 REFILL• -- - 13.40 0.98 5.88 30 5.1 TEST HOLE N0. 3 TOTAL DEPTH 3.1 FT DEPTH TO WATER 2.0 FT READING CHANGE IN ELAPSED PERCOLATION TIME (ft) DEPTH (in) .TIME (min) RATE WOW 9:15 1.19 0 0 9:55 0.45 8.88 40 4.5 10:00 1.48 REFILL -- -- 10:30 0.79 8.28 30 316 10:35 1.41 REFILL -- -- 11:15 0.72 8.28 40 4.8 11:20 1.39 REFILL -- -- 11:55 0.91 5.76 35 6.1 12.00 1.44 REFILL -• - 12:30 0.85 7.08 30 4.2 72.35 1.44 REFILL -• •• 13;05 0.91 6.36 30 4.7 13:1D 1.47 REFILL - -- 13:40 0.94 6.36 30 4.7 19 * Indicates value used to calculate average percolation rate. REFILL Indicates hole refilled with additional water. AVERAGFPrRrim ATION RATE a 4-80 MINUTES PER INCH k.ur[rL-c I tI=Nt.InttKINL. 2796350 P.04 TIESx HOLE LOCATION PLAN LOT 51, M ING 2 CORDILLERA SUBDMSION EDWARDS. COLOP.A.DO PR-1 SAND; silty. slightly organic, clayey, loose, slightly moist, '•� dk brn, (SM). I ! SAND; silty medlum dense, ' I O P-3 slightly moist, It brn, (SM). P--1 ()4 P-2 • TH-2 - t I 0 TH-1 J - r i r r i i J SANDSTONE/sHALE t r t° EXPLANATION TH-1 FOUNDATION DESIGN TEST HOLE (PREVIOUSLY DRILLED) 0 PR-1 SOIL PROFILE HOLE TcA Was were located using taping and mop measuremcni. Locations should be considemd Q P-1 PERCOLATION TEST HOLE accurvte only to the degree implied by the method used. j"� SCALE: t'200, PROJECT NO. 91-1580 —.� COMPLETE ENGINEERING SERVICES FIGURE i -11. V1lltJ1CLC 1AfJjJ11C:dL-Luiis W111 NUT be ACceprea (site Plan MUST be attached) ISDS Permit # i1,2 _ - Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT 4 ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTYS'it�:�-i� P . O. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) :+:�Yc:k:�yc�*:kYc:c**yckYr:k*4t*�Yc�'Ytycyr:Y�ckk•:kk:kk�**�cyc;r:kYcycYc:r:kk�c:t:kYc�;txYc�YCYcxYtYcyc:F••�cytycyc**:k�c�cyek * PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE 8125.00 * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" *:k*:kkYtYtYr:t;ftYc:k:kyc*kYtk**�yc:k*�cYc�Yc�*•k*:kYcyt:r�c��ck�c:k*�r:Yk*YtYc*YC:r•�Yc�Y[Yc*�^k**:kycYc:�:k:tk*Yc:c:r* PROPERTY OWNER: MAILING ADDRESS: F o. eoy PHONE: APPLICANT/CONTACT PERSON: ,-,-Jtk,V. �Q, PHONE: LICENSED SYSTEMS SYSTEMS CONTRACTOR: F�IA O It4 PHONE: COMPANY/DBA : ADDRESS: :>:W) to (% is JtYc�kYcyc*ytYcx:ycyc*yc';cYcyc�c*yc�ycycyt�kYcxyc�k�l•*icycYtX:*yc*Yry;yc�kYCYc�YcYc�Cx7'yc:k:YY�;k:kYr>:*Yc�k�k*YcytYcY:**icY[YcYc�ryc�k PERMIT APPLICATION IS FOR: (�) NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVI1jUAIL SEWAGE DISPOSAL SYSTEM: t ,,�����L1 Description: �CP Tax Parcel Number: - z-10 -70 / 4c) l oo 5 Lot Size: I9. 048 acas -Rhw-s-� Address: � >1+ r-1t Z CDG e Gee Pa �4 uli�cZ)Z� BUILDING TYPE: (Check applicable category) ( Residential/Single Family Number of Bedrooms Jam' ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: ( ) Well ( ) (x) Public Name (Check applicable category) Spring ( ) Surface of Supplier:(b .1 L Ati *These systems require design by a Registered Professional Engineer SIGNATURE: �t -k . 0,t , *yc*Yr***fir***yc Yc**"Yr*YC Yc)k*yc *Yc )k �K*Yc**Yc Yc yc rr**:k AMOUNT PAID: !Sol RECEIPT f/ CHECK =. TIME LOG: TRAY L: C Celt 1 Date: Jktc , �k YC YC Yc yr Yc*****x/yc v�ck*Yt Yc*�k �c Yc �r Y�yc �r �c yc vc Yc yc yc Y�*:ti YC Y: DATE: CASHIER: PERC : (,-Je�Wte-(L- FINAL: RECEIVED J A N 3 1 1992 EAGLE COUNTY COMMUNITY DEVELOPMENT 0 COMPLETE ENGINEERING SERVICES, INC Mr. Curt McDonald Cordillera Construction Corp. P.O. Box 988 Edwards, Colorado 81632 PROJECT NO: 95-3523 December 1, 1995 SUBJECT: Installation Inspection Individual Sewage Disposal System Design Lot 51, Filing 2, Cordillera Subdivision, Eagle County, Colorado REF: Personal Sewage Disposal System Specifications, Complete Engineering Services, Inc., project number 95- 3523, dated July 19, 1995. Mr. McDonald: Installation of the personal sewage disposal system at the subject location was inspected on November 20, 1995, to verify compliance with our specifications presented in the referenced system design. Information presented herein is based on visual inspection of accessible components of the system. A plan of the system as installed has been attached. The system was completely installed at the time of inspection, but not backfilled. The gravel bed had been placed around distribution laterals. Straw bales or a i, er were presen , but--hadbut--had not been spread. None of the components were backfilled. Our inspection indicates the system has been properly installed in substantial compliance with our specifications. Please contact our office if you have any questions concerning this information. Complete Engineering Services, Inc., Edward D. Ford, P.E. ®_ cc: Eagle County Environmental Health Dept.' attached: Figure A 0 23� A® 7 N3'W 912 TWELFTH STREET • GOLDEN, COLORADO 80401 • (303) 279-6418 • FAX: 279-6350 AS -BUILT PLAN INDIVIDUAL STNEAGE DISPOSAL SYSTEM L1, FILING 2, CORDILLERA: S UBD: EAGLE COU1VT Y, C'0L ORA.DO �--------- \�� CASTEELRIDGE O \ �\ 8 INFILTRATORS- 7 INFILTRATORS 57'_4" \ N81'W 45* 3"-0^ l 1,250 GALLON COMPARTMENT / TANKS 3 z � RESIDENCE l � / l l l • l BUILDING ENVELOPE l 60 30 Q 60 SCALE: 1 = 60" emus PROJECT NO. 95-3523 COMPLETE ENGINEERING SERVICES FIGURE 1 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH P.O. Box 179 - 550 Broadway • Eagle, Colorado 81631 Telephone: 328-7311 or 949-5257 or 927-3823 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. P MIT N 1 1 25 Please call for final inspection before covering any portion of installed system. OWNER: Jim & Mary Hesbur h PHONE: 926-3500 MAILINGADDRESS: P.O. BOX 988 Edwards, CO 81632 AGENT: PHONE: SYSTEM LOCATION: LICENSED INSTALLER: J • W. Earthmoving LICENSE NO. 15-92 DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: GALLON SEPTIC TANK OR GALLON A ATED TREATMENT U T. DISPERSAL AREA REQUIREMENTS: I SQUARE FEET OF SEEPAGE BED SQUARE F ET OF THE CH BOTTOM. AV - (f " �© SPECIAL REQUIREMENTS: ✓ e- Sf%� ✓�1 �• ENVIRONMENTAL HEALTH OFFICER: DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQ REMENTS OFT EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORIT GRANTED IN 25-1 -104, C.R.S. 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION T STRUCTURES WHIC HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO OR SE WITH ANY DWELLI G OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICA Y BE A VIOLATION OF A EQUIREMENT OF THE PERMIT AND CAUSE FOR BOTH LEGAL ACTION AND REVOCATION OF THE PE MIT. 3. SECTION Ill, 3.21 REQUIRES ANY PERSON W CONSTRUCTS, ALTERS OR I STALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED ACCORDING TO THE REG ATIONS. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE WITH TH EAGLE COUNTY INDIVIDUAL SEWAGE UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET. INSTALLED SEPTIC TANK: GALLONS DEGREES FEET \AEREGULATIONS SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRA E, OR: PROPER MATERIALS AND ASSEMBLY YES N COMPLIANCE WITH COUNTYISTATE REGULATI REQUIREMENTS: YES N ANY ITEM CHECKED NO REQUIRES COR ECTION BEFORE FINAL APPROVAL OF SYSTEM IS MAINSPECTION WHEN WORK IS COMPLETED. COMMENTS: ENVIRONMENTAL HEALTH OFFICER: \DA ENVIRONMENTAL HEALTH OFFICER: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS PERMIT IN APPLICANT/AGENT: OWNER: AMOUNT PAID: RECEIPT M: CHECK 8: CASHIER: CJRJLLER�) European Elegance. Rocky Mountain Splendor. January 30, 1992 Eagle County Building Department P.O. Box 850 Eagle, CO 81631 Building Department: RECEIVED JAN 3 1 1W EAGLE COUNTY COMMUNITY DEVELOPMENT Attached please find the results from the percolation tests that were completed on Lot 51. The septic system is presently being engineered and will be submitted to the Building Department upon completion. Sincerely, Cordillera Construction Corporation Lori Bishop Post Office Box 988 • Edwards, Colorado 81632 • 3031926-3500, Fax: 3031926-3515 r COMPLETE ENGINEERING SERVICES, INC. PROJECT NO: 91-1580 January 30, 1992 Mr. John Reed Cordillera Construction Corporation P.O., BOX 988 Edwards, Colorado 81632 SUBJECT: Subsurface Investigation and Engineering Analysis Lot 51, Filing 2, Cordillera Subdivision, Eagle County, Colorado Mr. Reed, Percolation testing was conducted at the subject location between January 23 and 24, 1992. Results of testing are presented below and in the attached figures. Percolation testing indicated soils have an average percolation rate of 4.8 minutes per inch. Detailed test results are presented in Table 1, attached. Tests were conducted in compliance with Eagle County Specifications in locations shown on the attached Test Hole Location Plan. One soil profile hole was drilled in the vicinity of the percolation test holes. Approximately eight feet of silty sand were encountered above sandstone and shale bedrock. Detailed soil descriptions and a lithologic log are presented in Figure 1, Tt:kgt Hole Location Plan_ Based on soil profile encountered, percolation rate and experience with other systems in the Cordillera Subdivision, installation of a sand filter absorption system is recommended. we are currently in the process of designing an applicable system. If you have questions concerning this information, pleaaa contact 'me. ............ Complete Engineering Services, Inc., Edward D. Ford, P.E. 912 TWELFTH STREET • GOLDEN, COLORADO 80401 • (303) 279-5416 ABLE 7 PERCOLATION TEST RESULTS PROJECT NO. 91-1580 DATE: _01124/92 TECHNICIAN -F TEST HOLE ND. 1 TOTAL DEPTH 3.2 FT DEPTH TO HATER 1.9 FT READING CHANGE IN ELAPSED PERCOLATION _LIME (ft) DEPTH (in) TIME (min) RATE (minlin 9:15 1.54 0 0 9.55 0.57 11.64 40 3.4 1Ds00 1.55 REFILL -- .. 10:30 0.88 8.04 30 3.7 10:35 1.54 REFILL -- -- 11:15 0.85 8.28 40 4.8 11:20 1.54 REFILL -- -- 11:55 0.95 7.08 3S 4.9 12:00 1.50 REFILL -- .. 12:SU 0.95 6.60 30 4.6 12.35 1.52 REFILL -- •- 13:05 1.00 6.24 30 4.8 13.10 1.47 REFILL -- •- 13:40 0.93 6.48 30 4 6* TEST HOLE NO. 2 TOTAL DEPTH 2.9 FT DEPTH TO HATER 1.9 FT READING CHANGE IH ELAPSED PERCOLATION TIME ft DEPTH i TIME minRATE 1n fin 9:15 1.29 0 0 9:55 0.57 8.64 40 4.6 1U:(10 1.40 REFILL -- -- 10:30 0.90 6.00 30 5.0 10:35 1.37 REFILL -- -- 11:15 0.82 6.60 40 6.1 11120 1.38 REFILL -- - 11:55 0.82 6.72 35 5.2 12:00 1.43 REFILL -- •- 12:30 0.93 6.00 30 5.0 M35 1.48 REFILL -- •• 13:05 1.01 5.64 30 5.3 13:10 1.47 REFILL -- .- -J3.40 0.98 5.88 30 5-1 * TEST HOLE NO. -, TOTAL DEPTH 3.1 FT DEPTH TO DATER 2.0 FT READING CHANCE IN ELAPSED PERCOLATION TIME (ft) DEPTH Cfn) T114E Cmin) RATE bnin/1n) 9.15 1.19 0 0 9:55 0.45 8.88 40 4.5 10:00 1.48 REFILL -- - 10:30 0.79 8.29 30 3-6 10:35 1.41 REFILL -- .- 11:15 0.72 8.28 40 4.8 11.20 1.39 REFILL -- -- 11:55 0.91 5.76 35 6.1 12:00 1.44 REFILL -- .. 12:30 0.85 7.08 30 4.2 12.35 1." REFILL •• -- 13:05 0.91 6.36 30 4.7 13:10 1.47 REFILL -- - 30 4-7 19 * Indicates value used to calculate average percolation rate. REFILL Indicates hole refilled With additional water. AVERAGE PERCOLATION RATE = 4.80 MINUTES PER INCH N G TEST HOLE LOCATION PLANT LOT 51, PILING 2 CORDILLERA. SUBDIVISION EDWARDS, COLORADO f M5 SAND; silty, slightly organic, clayey. loose, slightly moist, dk brn, (SM). SAID; silly medium dense, slightly moist, It brn, (SM). SANDSTONE/SHALE E"LANA` ION 0 TH-1 F70UNDATION DESIGN TEST HOLE (PREVIOUSLY DRILLED) O PR-1 SOIL PROFILE HOLE Test holes wens looutad using taping and map mem.rmmertf. Loeeiiona ahoutd be conaiderod a P— 1 PERCOLATION TEST HOLE P 190 001 accurate only to the degrse implied by the method uasd. SCALE: 1" — 30V PROJECT NO.� ,,•-r' 91-1580 ;_j COMPLETE ENGINEERING SERVICES FIGURE i 1512-95 Tax# 2107-014-01-008 JOB NAME Cordillera ,Filing2,Lot5l HESBURGH 2695 Cordillera Way Edwards. CO 81632 JOB NO. ,/2'0,5 .JOR LOCATION .... BILL TO DATE STARTED DATE COMPLETED DATE BILLED 9 L ' LK ti J a > 0(�l 'jl. a nu-,k Lt `7c JOB COST SUMMARY TOTAL SELLING PRICE 'TOTAL MATERIAL TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 jS�g?® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER. Printed in U.S.a \ \� CASTEELROGE 8 INFiLTRATORS--� 7 INFiLTRA.TORS PROPOSED SEPTIC SYSTEM- _ \\�I,- (4) 3' x 54' iNFILTRATOR �``w \\ TRENCHES \\, \o \ \ Dew' \\. PERCOLATION TEST HOLES 13 101 � \ I 1 1,250 GAL. ON COMPLRTVENT� �. TANKS L0_i%Ti0N OPTiONAL %nTrilN SETBACKS PROPOSED RESIDE. �> t\ 4-- / - BJILC,'J; EN`!E-DPE i 1 1 1 � I � SITE PLAN LOT 61, FILING 3, CORDILLERA SUBDIVISION t i SOIL PROFILE 0" - - SAND; silty, srght!y orgaric, clayey, loose, s':ghtly nolst, dk bm, ("M 1 SAND; silty medium dense, 2 -- slightly moist, It brr, (.,M) 3, 5' - 6' - 7` 8' - SANDSTCNE; SHALE 1 C=- CONNECT,ONS 0 Er PER MANJF'S SPEC OUTLET POPE IN\ER MIN. 3" & MAX. 4" BOTTOM OF END P SYSTEM SPECOFICAPONS TYPICAL CROSS SECTION CLEAN FILL MATERIAL 2 % SLOPE (APPROX.) T^n^ NN FILL MATER!AL INFLITPATOR i _ TYPICAL ELEVATION_ END PLATE----, - END PLATE INLET C i OUTLET 3' MIN., 4' MAX. -A.\ - j � �LMPACT SOIL BELOW & AROUND OUTLET PIPE L-- EXTEND M!N. 2' I'JTO PLATE AND SEAL PRC\1DE SPLASH PLATE 0 INLET PIPE -PLAN -VIEW -TO SEPTIC TANK I lJ I _j I I I l_ - - -- --- 48'-0" 1 REVISIONS REMARKS EE ADDED TYPICAL ELEVATION VIEW AND REVISED NOTES I Ln � Q Ld U 0 C W Z 0 p Q � _J 0 CV W Z 00 W CL J M C) C / >- LL. � N / Q w I0 Q LLI Z 0 Ln LL J J 0 Ln rn U w 0 00 J o �J w c~� LJ W - � 0 o (� V / 21-1 El- b -4" • SOLID PVC STANCARG INFILTRATOR TRENCH `a i i 10 e CIO o r e iI S�- 4' 0 SOLID PVC ✓- - - - y ---42'-0" - - --- --- --- V Oil, TABLE 1F' LOCATl )'J L I S1, Fill 2, Cordillera Subdivision, Eagle County PERCOLATION TEST RESJLTS C»rado- 4. RocKf;il PROJECT NO. 95-3523 DATE: 01/18/95 TECHNICIAN EDF 4 - TEST HOLE NO. 1 TOTAL DEPTH 3.2 FT DEPTH TO WATER 1.9 FT ^ ' DEMON ^Ri'ERiA BackfiH surbce shall slope to the earth and should be tr'`rj contoured to b:erd wAt, returai topography. Surface READING CHANCE IN ELAPSED PERCOLATION t�roge P - olation Rc'e. 4.8 min.i.nch. shah Ce covered with a minimum of 4 inches of TIME (fit) DEP'H (in) TIME (min) RATE (min//in) r�1 profile Ile excavated in proposed obsor[ticn area tops- d. Surface shui! be seeded with native grasses. }••� retied fc feet of silty sand over weathered 9:15 1.54 0 0 r , srjstore d evaporite deposits. Weathered zore is 5. r.,,rfuce =mirage 9:55 0.57 11.64 40 3.4 W y.Tter tin -four feet thick- 10: oo 1.55 REFILL -- -- �_ surface drionage upF'i'I from trenches shall br designed to 10-30 0.88 5.04 30 3.7 Q L gn r o gC Gallons per lay alvert Pow away from the ted ii-1 5 1.54 REFILL - - ?1:15 0.85 8.28 40 4.8 Fir-beirc sn ie fomh resiaence With two e�Z l':20 1.54 REFILLd y p 11:55 0.95 7.08 35 4.9n bearoe at 75 gallons per day per person e 12:00 1.50 REFILL rF .s 60 al'on's per day. Multiply av a flow 2:3.95 30 4.6 ` t - attain maximum S gnu *low III. GENERAL12:35 1.52 REFILL -- -- W OAbsorption areas shall rot be dr•ven over or used for 13:05 1.00 6.24 30 4.813:10 1.47 REFILL -- -- DESiCN SPE�__IF.CAr,-k-1: St and Infiltrator Trerch System gardens or pasture. 13:40 0.93 6.48 30 4.6• Raq,ired Tr ch Area: `' l/gyp Comporents of the system shall be constructed within TEST HOLE NO. 2 TOTAL DEPTH 2.9 FT DEPTH TO WATER 1.9 FT 4 M Vt I ;nimum set -backs outlined by Eagle County Health KJ j (y 5) Ce rtmert. READING CHANGE IN ELAPSED PERCOLATION e_ 403 sq ft A PME (ft) DEPTH (Ir) PME (min) RATE (min/in) O d. Q �'d � Septic tank shall be pumped aril cleaned every two years rsommen d Dimension: Two Trerches, 3' x 48' to J u� under normal use. 9:15 1.29 0 01 J i r 9:55 0.57 8.64 40 4.6 o^d Ore Trerches, 3" x 42* J� i 10:00 L40 REFILL -rdard i trator shall be level, no less than 12 •nches kV 4. User should be aware that excessive solid waste or ( � t°,w the rface and located and installed in ex ss water Pow car decrease the efficiency and 10 30 0.90 6.00 30 5.0 V !T Tordanc with specificotions cortolred herein nd ssibly lead to premature failure of the system. Use 10:35 1.37 REFLL ' 11:15 0-82 6.60 40 6.1�' provi^ by thm e .arufccturer. of the garbage grinder should be mirlmlzed and leaking 11:20 1.38 REFILL -- -- > ` V 2 S7•ic Tcr faucets and/or toilets should be repaired immediately. 11 55 0.82 6.72 35 5.2 ^ 12- 00 1.43 REFILL -- -- 1 l,1,290 'on 2 comportment prefabricated tanks. 5. This system has been designed exclusively for the 12:30 0.93 6.00 30 5.0 �LJ Ts; local` is optional- Tanks should be iocoteJ subject lot based on field testing and my experience 12-35 1.48 REFILL .{in mini um setbacks in o location accessible for with simiiar conditions. Construction shall be 13:05 1.01 5.64 30 5.3 0 J f_Are ser, e. irspected prior to backfiliing by the design engineer 13:'0 1.47 REFILL to assure compliance with these specificatiors. 13:40 0.98 5.88 30 5.1 O TEST HOLE NO. 3 TOTAL DEPTH 3.1 FT DEPTH TO WATER 2.0 FT v `� READING CHANGE ON ELAPSED PERCOLATION 3. Irf rotor V. Mi,.IMJM SETBACKS TIME (ft) DEPTH (Ir) TIME (min) RATE (min/in) x ir-flitr< r will be o Standard infiltrator with The 'ollow•^g minimum setbccKs have been established by 9:15 1.19 0 0 - Eagle County Health Department. Distances are given in 9:55 0.45 8.88 40 4.5 crension f 34" x 75" x 12"Irf rrotor must feet. 10 t_ placed vel in compliance with :0 - -- .73.6 c manui urers'10:30 0.7 REFILL s 9 8.28 300 specifications. 10:35 1.41 REFILL '-,•e trer es connected In series. SPRINGS POTABLE POTABLE 11:15 0.72 8.28 40 4.8 WELLS, WATER WATER DWELLING, 11:20 1.39 REFILL -- -- SUCTiGN SUPPLY SUPPLY OCCLPIED PROP. SJBSOIL DRY SEPTIC 11:55 0.91 5.'6 35 6.1 LINES LINE CISTERN BUILDING LINE DRAIN GULCH TANK 12.00 1 44 REFILL -- -- 12:30 0.85 7.08 30 4.2 12:35 1.44 REFILL ABSORP- -- -- TION 100 25 25 20 10 10 25 10 13:6.36 30 4.7 13:10 1.4747 REFILL -- -- TRENCH 13:40 0.94 6.36 30 4.7 SEPTIC 50 10 25 5 10 10♦ 10• -- 19 • Indicates value used to calculate average percolation TA'JK rate. REFILL Indicates hole refilled with additional water. • Crossirgs may be permitted where pipelines ore constructed of sufficient AVERAGE PERCOLATION RATE = 4.80 MINUTES PER INCH 35238E SHEET 1 OF 1 strength to contain flows under pressure. c -.,,, r 11311 `3 j RECEIVED AUo 2 1 1"S