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Home My WebLink About25 Andorra Rd - 210712204005 - 1293-93ISINDIVIDUAL 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. PERMIT NO. 1293 Please call for final inspection before covering any portion of installed system. OWNER: Snow Country Development PHONE: 949-0778 MAILING ADDRESS: P.O. Box 415 CIry; Vail Stage: CO Zip: 81658 APPLICANT: Larry Castruita PHONE: 949-1290 SYSTEM LOCATION: Lot 13, Cordillera TAX PARCEL NUMBER: 2107-122-04-005 LICENSED INSTALLER: .John Siepel LICENSE NO: 25-93 DESIGN ENGINEOR OF SYSTEM: Summit Soils/Walter Schultz INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 15 00 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 900 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Install as per engineer's design. N ! ENVIRONMENTAL HEALTH APPROVAL: �✓ 1r DATE: CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF 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: 900 SQUARE FEET. INSTALLED SEPTIC TANK: 1500 GALLON DEGREES FEET FROM 9 ft from east facing deck posts SEPTIC TANK ACCESS TO WITHIN 9' OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY �_ YES --_ NO COMPLIANCE WITH COUNTY/STATE REQUIREMENTS: YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: Installed as per engineers design. _. ENVIRONMENTAL HEALTH APPROVAL:- _._-._. _ -..._ - ✓� --. DATE: ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANTI AGENT: OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT# CHECK# ISDS Permit Building Permit # L [0�_ APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200, PROPERTY OWNER P o- MAILING ADDRESS:_A/ APPLICANT/CONTACT PERSON: L-AiZ A LICENSED SYSTEMS CONTRACTOR: ADDRESS: PHONE • PERMIT APPLICATION IS FOR: ( NEW INSTALLATION ( ) ALTERATION ( ) REPI LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Parcel Number: C3ICE] - I `oaj t�a-lh � Lot size: Physical Address: LLYD" BUILDING TYPE: (Check ( ) Residential / ( ) Residential / Commercial / TYPE OF WATER SUPPLY: applicable category) Single Family Number of Bedrooms Multi -Family* Number of Bedrooms Industrial* Type Well( ) Spring ( ) Surface ( ) Public (t Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE "EAGLE COUNTY TREASURER" SIGNARE: DATE: ***** **** **** ***************************************************** AMOUNT PAID : �*l (0 � RECEIPT# �� DATE: 16 — CHECK # CASHIER: 05/18/1994 15:51 3034685891 SUMMIT SOILS PAGE 04 b SYSTEM CALCULATIONS LOT 13 IDIVIDE AT CORDILLERA iEAGLE COUNTY, Co ,R(DOMS, TANK -SIZE = 1500 GAL, ,N DOSE (MIN.) == 180 GAL./CYCLF FLOW 19DRIVI, X 2 PER/ BDRIVI. X 75 G.P.D. 750 G.P.D. DESIG,Nf 0 ::;z 750 G. P. D. X 1 5 li 2 5 G. P. D, FI E L. D Q/5 X V_T 1 125/5 < 1 4_8 - 865.6 FT 2 DtUICE 50% FOR INFILTRATORS IN TRENCH 865.6 FT. 2 X 5 = 433 FT. 2 UNITS = A/18.75 UNITS PER. FT. 2 3 FT, 2 '18.75 - 24 UNITS TRICK' --)ySTEM 0 P71 0NAlL__ SAME NUMBER 0 F I N;- I % A, TO R C HAMBER UNITS. LOT13CALC MD/iblin4 lb:bl 3034695891 SUMMIT SOILS PAGE 06 Nis 0-1 LLJ J.J CL Lli Ln LLJ Q) L.Lj F- 0 C) Z V) LLJ Cf) Q� n LLJ LAJ F- cn 0 z 0- ry (Y LL im 0 36, PROFILE HOLE LOG 3, THE RIDGE AT CORDILLERA EAGLE COUNTY, CO TOPSOIL AND VEGETATION GRAVELLY SANDY SILT COMPACT, DRY, BROWN WATER TABLE OBSERVED IN 11FIERVIO! S STRATA OBSERVED __E OBSWERVED _13/ 1 2/94 SUMMIT SOILS P.O. BOX 1957 DILLON, CO 1.5CS-41 iaq--v glYf - /a1` L1 3PW SUMMIT SOILS P. O. Box 1957 Dillon, CO 80435 (303) 468-1989 .o EAGLE COUNTY ENVIRONMENTAL HEALTH P.O. BOX 179 EAGLE, CO 81631 ATTN: JERRY BEST RECEIVED EAGLE COUNTY COMMUNITY DEVELOPMENT NOVEMBER 1, 1993 SUBJECT: SEPTIC SYSTEM SITE: LOT 13, THE DIVIDE AT CORDILLERA, EAGLE COUNTY, CO INVESTIGATION BY SUMMIT SOILS JOB NO. 930064 Dear Mr. Best: As regards a septic system for the subject site, it is my opinion the Lot is adequate for a septic system. There is room for afield, the area is suitable for the location of a field and the subsoil conditions appear to be adequate. Respectfully, Walter O. Schultz, P.E. P. ep` CC: Snow Country Development SUMMIT SOILS P. O. Box 1957 Dillon), CO 80435` FA468-1989 X (303) 468-5891 RON BRAVE MAY 23, 1994 SNOW CO UNTR Y DE VELOPMENT P.O. BOX 415 VAIL, CO 81658 SUBJECT. • SEPTIC SYSTEM DESIGN SITE: LOT 13, THE DIVIDE AT CORDILLERA EAGLE COUNTY, COLORADO Dear Ron: As requested Summit Soils conducted percolation testing and ,septic system design for subject site. Enclosed are; the results of the testing, general layout, plan, calculations and letter of inspection. During our visit on May 12 1994, percolation tests indicated an average percolation rate of 14.8 MITI. The soils observed consisted of the following: 0 - 36" Topsoil and Vegetation 36" - 8' Gravelly sandy silt, compact, dry, tan No water or evidence of water table was observed It is in our opinion no limitinV factor exists which would prohibit the installation of the system at this time of year. During our visit on May 20, 1994, the installed septic system was inspected.. The system components (i.e. infiltrator chambers, piping, and septic tank) used in construction were of good quality. The contractor used proper and acceptable practices dureng the installation of system components. Minimum distances between system components (as per Eagle County Regulations for I. S.D. S.) were checked and acceptable. Respect , Ch istopher C. Conw , E 1� ReviewedCye Ater O. 'hitz a RESULTS OF SOIL PERCOLATION TEST LOCATION OF PROPOSED SYST&4, LOT /3 BLOCK: SUBDIVISION: DATE OF TEST:. PRE-SOAK FROM: oly., /t5- TO yy Time (Date) (T ateT_ 40-E #1 AVERAGE MPI] INCHES TIME OF FALL RATE DIAMETER 0 fl ty A) DEPTH 0 TYP E UF WATER DEPTH TO START HOLE #2 —AVERAGE MPI] INCHES TIME OF FALL RATE DIAMETER ILI DEPTH- TYPE SOIL WATER DEPTH TO START HOLE #3 �AVERAGE MPI INCHES TIME OF FALL RATE DIAMETER DEPTH 290 TYPE S 0 1 L WAT Ek-D-E-PT11 TO START SOIL PERCOLATION RATE MPI REMARKS: LOCATION OP- TEST HOLES: m RATE RATE 47, iJ - A" Ti RESULTS OF SOIL PERCOLATION TEST LOCATION OF PROPOSED SYSTEM:,.,;. LOT : %" BLOCK: SUBDIVISION: DATE OF TEST: PRE-SOAK FROM: c0 r/',%j ' TO /r}:?1 Tim(Date)^ -Time —(Date HOLE #1 /:='_ DIAMETER L�.r DEPTH TYPE SOIL?iJ:�lr��kic WATER DE TP H TO START y3 � AVERAGE MPI TIME Al MOLE # 2 AVERAGE MP I TIME DIAMETER C? r/ / -� 1-irY• DEPTH _ 3 ? 0 A)J�iw` TYPE b SOIL WATER DEPTH TO START Y . o HOLE #3 AVERAGE MPI TIME �r DIAMETERry C /CJUiy DEPTH TYPE OF SOIL - WATER DEPTH TO START INCHES OF FALL RATE INCHES OF FALL INCHES OF FALL SOIL PERCOLATION RATE % MPI RFMARKS: LOCATION OF TTE�T HOLES: RESULTS OF SOIL PERCOLATION TEST LOCATION OF PROPOSED SYSTEM:--% SUBDIVISION: LOT: -BLOCK: DATE OF TEST: PRE-SOAK FROM:%TO ) (Ti te�Date _Time� T_Jme (Date HOLE #1 AVERAGE MPIJ INCHES TIME OF FALL RATE 7 DIAMETER 0 A). o 0 DEPTH TYPE SOIL WATER DEPTH TO START HOLE #2 AVERAGE MPIJ INCHES TIME OF FALL RATE DIAMETER 3 DEPTH 27.0 0 1C3 TYPE SOIL WATER DEPTH TO START HOLE #3 —AVERAGE MPU INCHES TIME OF FALL RATE DIAMETER V 77T7-- DEPTH Vij TYPE SOIL- WATE�Z _DEPTfl TO START_��_ SOIL PE1:COLATION RATE MPI RFYARKS: LOCATTON OF TEST MOLES: Im SEPTIC SYSTEM CALCULATIONS LOT 13 4`1 THE DIVIDE AT CORDILLERA EAGLE COUNTY, Co 5 BEDROOMS, TANK SIZE = 1500 GAL. DESIGN DOSE (MIN.) = 180 GAL./CYCLE FLOW = 5 BDRM. X 2 PER/ BDRM. X 75 G.P.D. = 750 G.P.D. DESIGN FLOW Q = 750 G.P.D. X 1.5 = 1125 G.P.D. FIELD AREA - 0/5 X VT A = 1 125/5 X \J_l -4.8 = 865.6 FT- 2 REDUCE 50% FOR INFILTRATORS IN TRENCH 865.6 FT. 2 X .5 = 433 FT. 2 NUMBER OF UNITS = A/18.75 UNITS PER. FT .2 = 433 FT. 2 /18.75 = 24 UNITS TRICKLE SYSTEM OPTIONAL SAME NUMBER OF INFILTRATOR CHAMBER UNITS. LOT13CALC PERC. HOLE LOCATIONS LOT 13 THE DIVIDE AT CORDILLERA EAGLE COUNTY, CO NO SCAL SUMMIT SOILS P.O. BOX 1957 DILLON, CO L, 3-PERC Q-� Li n Ln El > < L -Z c :I Lij 2 CJ Li L-Li 0 ct� tea- LA G < n < ry 0 1 ry -i a 30 O ry 0 ry V) D Kal U� Cn L:1 N Q U C O u /W RECEIVED CC, 2 8 1993 SUBSOIL INVESTIGATION EAGLE COUNTY r"r 13, FILING a COMMUNITY DEVELOPMENT THE DIVIDE AT CORDILLERA EAGLE COUNTY, COLORADO SNOW COUNTRY DEVELOPMENT P.O. BOX 415 VAIL, CO 81658 PREPARED •A •,. wIl1- SOILS P. 0.. BOX 1959 Dillon, CO 80435 (303) 468-1989 JOB NO. 930064 AUGUST 5, 1993 wV;"%.lift cfij' k� ��+411KZM�7+`i GENERAL PROPOSED CONSTMCTION AND SITE CONDITIONS SUBSOIL CONDITIONS FOUNDATION — CONVENTIONAL SPREAD FOOTINGS INTERIOR FIDOR SLAB CONSTRUCTION DRAIN SYSTEK FOUNDATION WATTS BACRFILL AND SURFACE DRAINAGE LAWN 31MGATION DESIGN CONSULTATION TEST PIT LOCATION TEST PIT LOG LABORATORY TESTS WALL DRAIN DETAIL (TYPICAL) PAGE I 1 I 2 2 3 3 3 4 4 FIGURE 1 2 ATTAC�Ii ATTACH be anticipated- These soils are good bearing material and are w recommended for slab or foundation support. No water was en- countered during the investigation. The building should be founded on conventional spread footings that are placed on the natural lower weathered silt - stone designed for a maximum soil bearing pressure of 3000 pounds per square foot, with a minimum Width of sixteen inches for continuous footings and a recommended minim pad width of eighteen inches. The estimated settlement is one-half inch with a maximum differential of three-quarters of an inch. Any fill placed for foundation support should be similar to the on site soils and compacted to at least 100% ASTM D-698 Proctor density. Local frost codes should be followed for depth below final grade footings - INTERIOR FLOOR SLAB CONSTRUCTION The natural soils that will support slabs are stable, however, the builder should realize that irregularities resulting in excavation may require backfill to provide a level subgrade. The backfill may consist of onsite excavated soils (minus two inches) compacted to a minimum density of 90% ASTM D-698. To minimize any possible damage that could be caused by differential movement, the slabs should have a positive separation from all bearing members and utility lines to allow their independent movements. Frequent joints should be scored in -2- in slabs to control the location of any cracking (maximm 200 square foot areas) and should be cut as soon as possible following concrete placement. DRAIN SYSTEM No water was encountered in the excavation, however habitable and/or storage space will be Below ground level and this area should be protected from water. The source of water could be from excessive irrigation and/or poor surface drainage accumulating in backfill areas with subsequent seepage to foundation depth. An exterior drain system should be provided around the lower level slabs below the finished grade. It should be possible to daylight the drain system to the lower topography of the site. We should be called to inspect the soils exposed in the excavations to verity the details of the drain system. FOUNDATION WALLS Retaining and foundation walls should be designed to resist an equivalent fluid active lateral earth pressure of 41 PCF, with and equivalent fluid passive lateral: earth pressure of 300 PCF, with a coefficient of sliding of 0.35. These parameters are based on drained conditions and on site backfill soils compacted to between 90% and 95% ASTK D-698 Proctor density. BACKF'ILL AND SURFACE DRAINAGE The foundation soils should be prevented from being wetted after construction. Generally, ' this can be accomplished by insuring that the backfill placed around the foundation walls will not settle after completion of construction_ The backfill -3- material should be free of trash and it should be moistened and somewhat compacted. Only enough water should be added to backfill material to allow proper conepacti.on do not puddle. The final grade of the backfill should have a positive slope away from the foundation walls on all sides_ A minimm fall of twelve inches in the first ten feet away from the foundation is recommended. Downspouts and sill cocks should discharge into splash blocks that extend beyond the limits of the backfill areas_ Splash blocks should be sloped away from the foundation walls. Particular care should be taken to coepact disturbed natural soils and any fills placed to support sidewalks, garage and driveway slabs. Any fill placed for pavement support should be compacted to at least 95% ASTM D-698 Proctor density. LAWN IRRIGATION A sprinkler system should not be installed next to founda- tion walls. Irrigation next to the foundation should be carefully controlled. All lawns, flowers, shrubs, etc., planted within 5 feet of foundation galls should be hand watered, and this water minimized. DESIGN This report has been prepared for the exclusive use of providing geotechnical design criteria for the proposed project in accordance with generally accepted soil and foundation engineering practices. No other warranty, expressed or implied, is made. in the event that any changes in the nature or design of the project are planned, the conclusions and reconmendations contained in this report shall not be considered valid unless the -4- changes are reviewed and conclusions of this report modified or verified in writing_ It is recommended that the project geotechnical engineer be provided the opportunity for a general review of final design and specifications in order that eaxthwoork and foundation recommend- ations may be properly interpreted and implemented in the design and specifications. In any geotechnical investigation, it is necessary to assume that subsoil conditions do not vary from those encountered in the test pits. Our experience has shown that these variations exist and that.they become apparent in the foundation excavation. For this reason, we should be called to inspect the foundation exca- vation prior to foundation construction. Please contact us when further consultation or inspections are necessary. The fee for additional consultation or inspection is not included in the fee for this report. Respectfully submitted, Walter Q. Schultz P. E. SKIT SOILS TEST PIT LOCATION LOT 13', CORDILLERA EAGLE COUNTY, CO /�D SUMMIT SOILS P.O- BOX 1957 DILLON, CO NO SCALE FIGURE 1 Ll 3SITE TEST PIT LOG LOT 13, FILING 2 THE DIVIDE AT CORDII j MA EAGLE COUNTY, COLORADO O - 611 TOPSOIL AND VEGETATION 6" - 28" SILTY SAND TO SANDY SIIX, MEDIUM COMPACT, SLIGHTLY HOIST, BROWN 28" - 5' SANDY SILT (HIGHLY WEATHBRffi} SILTSTONE) lIBDi�i COMPACT, SLIGHTLY MOIST, BROW 5' - 9' SILTSTONE (WEATHERED) COMPACT, SLIGHTLY MOIST, BROWN NO FREE WATER SAMPLE AT 6' FIGURE 2 W zC7- Lil z X W Q � Qo 00 Q z Lea = CL -► o z n Lil � V) z a LoIWZ r- LL- CQ z> 0 W n 0 ME Q E):�0 w U -D o D 000 C� „ � U W 0 w w J Ooll �Z 0 U lNIw:InOA iNAO �13d I CD COMPACTED WALL BACKFILL E DRAfN OR 1' OF WASHED GRAVEL AL 0o a aaaF aba�4 G FOOTING WASHED GRAVEL DIDING AROUND PIPE ' PIPE TO BE TYPICAL 4" DIAMETER PERFORATED RIGID OR FLEXIBLE SUMMIT SOILS P.O. BOX 1957 DILLON, CO 80435 458--1989 TYPICAL DRAIN SYSTEM CROSS SECTION PUBLIC DATE RECEIVED: DEPARTMENT: �-fA,• -r,r i TIME SPENT: ASSIGNED TO: I Z q 3 5/-Z -9/7-911f '®r r } r •�. 2 y 2' 4S t a. 'tea My i It 5 r r x .. E�t4`.t..,� i r -may. C� rIf i vas' �.ft+' e.'. • ., ,,. JOB NAME . 1293-93 - parcel #2107-122-04-005 Lot 13, Cordillera SNOW COUNTRY DEV. 56� JOBN. ina i nrer�nni BILL TO - DATE STARTED DATE COMPLETED DATE BILLED 1 40 w rl l �Lk J j 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 277 ®® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471. JOB FOLDER .e Printed In U.S.A.