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HomeMy WebLinkAbout10856 Hwy 131 - 185502400093INDIVIDUAL 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. PERMIT NO. Please call for final inspection before covering any portion of installed system. OWNER:_ Piney Valley Ranches Trust PHONE: 949-5380 MAILING ADDRESS: P.O. BOX 640, Vail, Co 81658 AGENT: PHONE: SYSTEM LOCATION: TRAILER & - 10856 Hiway %, 10 miles N. of Wolcott STEEL BUILDING LICENSED INSTALLER: Roger Sellen LICENSE NO. 45-91 DESIGN ENGINEER OF SYSTEM: INSTALLATION IS HEREBY GRANTED FOR THE FOLLOWING: 1000 gal. - Trailer GALLON SEPTIC TANK OR GALLON AERATED TREATMENT UNIT. 750 gal. - Steel Building DISPERSAL AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 870 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: _ 28 infiltrators to be installed in trenches place inspection portals at the end of each trench. ENVIRONMENTAL HEALTH OFFICER: DATE: 10/ 10/91 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED /N 25-10-104, C.R.S. 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. SECTION Ill, 3.21 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED ACCORDING TO THE REGULATIONS. FINAL APPROVAL OF SYSTEM: (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM.. �/� 1/RANGE /J INSTALLED ABSORPTION OR DISPERSAL AREA: F1 v SQUARE FEET. V/Q a g /J� INSTALLED SEPTIC TANK: 1000 GALLONS 31 & DEGREES 10 L FEET �i0„� Tfa��Cf� SEPTIC TANK CLEANOUT TO WITHIN 8" OF FINAL GRADE, OR: \ PROPER MATERIALS AND ASSEMBLYy YES NO COMPLIANCE WITH COUNTY/STATE REGULATION REQUIREMENTS: YES NO ANY ITEMCHECKEDNO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ANSPECTION WHEN WORK COMPLETED. COMMENTS: �i�Jeel Bd//G�/j1 /VO� U�// /S 7!!17 �'7 /J Knrw» %,ale My ENVIRONMENTAL HEALTH OFFICER: DATE: �0 ENVIRONMENTAL HEALTH OFFICER: ATE: (-INSPEC ON IF N CESSARY) RETAIN WITH RECEIPT RECORDS FAMI4[HcPIrCTe742kA PERMIT OWNER: AMOUNT PAID: RECEIPT #: CHECK #: CASHIER: COMMUNITY DEVELOPMENT DEPARTMENT (303) 328.8730 EAGLE COUNTY, COLORADO October 25, 1991 Piney Valley Ranches Trust Box 640 Vail, CO 81658 RE: Final of ISDS Permit No. 1107 Dear Piney Valley Ranch: 725 CHAMBERS AVE. P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328.7207 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. Also enclosed are informational sheets regarding the care of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division, P.O. Box 179, Eagle, Colorado 81631. We can also be reached, depending on your calling area, at the following numbers: Eagle Valley 328-8730; Basalt/El Jebel 927-3823. Sincerely, 0, - d/i, j C. Kelley Carhart Office Assistant ckc Encl: Information Sheets Final ISDS Permit cc: Chrono Fi e Building Permit File COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO November 10, 1992 Piney Valley Ranch Trust P.O. Box 640 Vail, CO 81658 500 BROADWAY P.O. BOX 179 EAGLE. COLORADO 81631 FAX (303) 328-7207 RE: Final of ISDS Permit No. 1107-91, Property Located: 10856 Hwy 131, 10 miles N. of Wolcott 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 dwelling 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, Brenda Henderson Office Assistant Environmental Health /bh ENCL: Information Brochure Final ISDS Permit cc: Files o? /O 0 S 1, * ln,s T/�M 7 /). 6L6-096-EDE'L L008 Opaiolo0'ajOunV 'OLE# leauaS aual!4V 9* opeaoloa pI®MJagwej — uo$ui!j.leW BaaJE) apom -roanlonuis 031VNIWV'1 L8E9-aac (90b1 690L-Bb5 lOOBI / 6 L LL-B5Z (90b1 6 L06S 1W 'sngwnlo0 CO L69 1W 's6u!II!8 '969 L X08 '0'dlvAmj,mjaqwi, JNI11011d1/3JW JNI833NIJN3/S31VS w a y - D L s r l wt 'Z b O 0 aQ L-7 7 At, pt f a G 1„� „C 0 r p c v MAINTENANCE BLDG. & TRAILER SITE PLAN PINEY VALLEY RANCH EAGLE COUNTY, COLORADO _ �� Lec9-aac [got,] 6 L06S IN 'snqLunjo3 E)NDi3na-usiN "-%mv-*w%5vm uwAu 000m ivu .. nionuis o3jvNiw%n 6)O/--8t7g 10081 / 6 L L 4-292 (90t71 E)N,I833NISN3/S3- au ED L69 IVY 'Sbulllu GES � X013 0 cl t3l o %ap ti in rL plv,,k,7 //A" ll�e- � // �, 7, / � 3o�roov►� �r�%�s/gam _ �75 DF = 60 735 j r,.1 Size . /ODD q-,In 54/ Si,'l h� s ?50 P.Ao mcrYF� ,�o,•o f""2 e,,,lcu��,�t�� 35 '733 1 5 870 1���. 8 70 X .�O /1ev15in 9 � 14 T11�114 3 \I�OYJ�2e,emtj�ve4a®iN lie. /ems w4 /�a/e Ol% r � /i%5�!/ /�ls �7>�► rTw� �/ CyjP d�PacGr Alwc !�t . -15- PEROOLATION TESTING The results of three percolation tests performed in the area of each of the proposed leach field locations are shown on Table II. The percolation holes were drilled to a depth of about 4-1/2 feet with a 6-inch diameter solid stem auger. The subsoils encountered in the profile boring drilled in each area are shown on Fig. 6 to 9. The percolation tests and profile holes at the foreman's house were excavated by others with a backhoe. In general, the test results indicated that conventional systems can be used. The subsoils in the alternate leach field site at the foreman's house appodr to bu muro l)u:1iv-ablu thwi at Ulu original ante. SwPU of PQL=lat:ion rates at the main residence and cottage may be too rapid and a sand filler could be needed. Due to the variability of the test results, we recommend that they be reviewed by the county Environmental Health Department for compliance with their regulations. The leach field areas can be re -tested if necessary once locations and elevations of the systems have been finalized. PM1Y1VV •I This report has been prepared in accordance with generally accepted soil and foundation engineering practices in this area for use by the client for design purposes. The conclusions and recammendations submitted in this report are based upon the data obtained from the exploratory borings drilled at the locations indicated on Fig. 2 to 5 and the proposed type of constriction. The nature and extent of subsurface variations across the four sites may not become evident until excavation is performed. If during construction, fill, soil, rock Chen@Northern, Inc. Consullmg Engineers aivi Sc:ienlisls APPROXIMATE SCALE x I = 30, P3_ 2 0 P 3-3 0 • /BORING 3 PROPOSED LEACH FIELD t I BENCH MARK: TOP OF EXISTING EXISTING SLAB, ELEV.= I BUILDING I 100.01 ASSUMED I I t BORING 1 • 0 AUGER BORINGS p PERCOLATION TEST PROPOSED STEEL BUILDING BORING 2 UNEXCAVATED AREA LOCATION OF EXPLORATORY 4 303 91 I ChenNo1-thern,Inc. I BORINGS AND PERCOLATION TEST HOLES Fig. 2 w TABLE II PERCOLATION TEST RESULTS STEEL BUILDING SITE Job No. 4 303 91 Pagel of 5 IENGIH DEPTH AT DEPTH AT DROP IN AVERAGE HOLE OF START OF I= OF RIAM PERCOLATION HOLE DEPTH INTERVAL, namwAL RATE NO. (In.) (Min.) (Inches) (Inches) (IInnchhees) (Min./Inch) P3-1 54 15 16 3/4 15 1/4 1 1/2 �0 ; 15 1/4 14 1/4 1 s 14 1/4 13 1/2 3/4 '-° Inc L 13 1/2 13 1/2 36 lay 13 12 1/4 3/4 20 2 1/4 11 3/4 1/23" 11 1 /4 3/4 i i 1/4 1 /23O 1/4o (�;30 P3-2 43 15 20 19 1 P3-3 54 15 PSP 3-6 19 18 1/4 3/4 yD 18 1/4 17 3/4 1 /2 sv 17 3/4 17 3/4 LO 16 1/2 1/23° 1/2 16 1/2 r1615 15 1/4 3/4w 1/4 15 1/4 0 23 3/4 22 1/4 1 1/2 22 1/4 21 1 1/4 21 20 1 20 19 1/4 3/4 19 1/4 18 3/4 1/2 8 3/4 18 1/4 1/2 18 1/4 17 3/4 1/2 L17 3/4 16 3/4 1 S30 D25 A, APPROXIMATE SCALE 30 ', 1►1b7i VQille, &oJi Y P 3-3 \ P 3- 2 \ © • \ BORING 3 PROPOSED LEACH FIELD BENCH MARK: TOP OF EXISTING EXISTING SLAB, ELEV.= I BUILDING 1 100.0 ', ASSUMED I 1 ®m • AUGER BORINGS A PERCOLATION TEST BORING 1 • PROPOSED STEEL BUILDING BORING 2 UNEXCAVATED AREA 4 303 91 ChenONorthern,inc. LOCATION OF EXPLORATORY BORINGS F;8 2 AND PERCOLATION TEST HOLES STEEL BUILDING Boring 1 Boring 2 Elev. = 99.4' Elev. = 100.6' Approximate 0 Foot i ne Gradg* 25/12 ol WC=18 ol DD=102 -200=80 5 42/12 21/12 ol WC=20 WC=20 11 DD=102 DD=106 ol a, a, `- 10 23/12 ol WC=25 19/6,20/1 i-200=36 a� o .15 35/12 22/12 WC=21 DD=115 Boring 3 Leach Field Profile Hole ol 25/12 17/12 20 Note: Explanation of symbols presented on Figs. 10 & 11. * Building area had been excavated to approximate footing grade. 0 5 20 4 6 303 91 Chen@Northern,Inc LOGS OF EXPLORATORY BORINGS Fig. - - Piney Valley Ranch Trust, 10856 An Hwy 131, 10 miles N. of Wolcott 13 1 JOB NO. BILL TO DATE STARTED DATE COMPLETED DATE BILLED �l-/�i C ' l 444diL �d ?A eA 54 es uO a I D D � JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL o TOTAL LABOR INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 ®@ NEW ENGIAND BUSINESS SERVICE. INC., GROTON. 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