HomeMy WebLinkAbout267 El Mirador - 210712109003 - 1959-00ISINDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1959-00 BP NO. 13049 OWNER: CRAIG AND ELLEN FETTEROLF PHONE: 609-452-1816 MAILING ADDRESS: P.O. BOX 1551, VAIL, CO 81658 APPLICANT: JOHN KRUEGER PHONE: 970-949-4814 SYSTEM LOCATION: 267 EL MIRADOR, CORDILLERA, EDWARDS, CO TAX PARCEL NO 2107-121-09-003 LICENSED INSTALLER: DIG IT CONSTRUCTION AND EXCAVATION, ROBERT STEPHENSON LICENSE NO. 16-01 PHONE: 970-638-0187 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 4 BEDROOM RESIDENCE 1500 GALLON 3 COMPARTMENT CONCRETE SEPTIC TANK WITH A DOSING CHAMBER THAT DELIVERS 225 GALLONS PER DOSE, 1488 SQUARE FEET OF ABSORPTION AREA VIA 48 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 4/16/01. INSTALL IN SERIAL DISTRIBUTION IN TRENCHES, WITH A CLEANOUT BETWEEN THE TANK AND THE HOUSE, AND INSPECTION PORTALS IN EACH TRENCH. DOUBLE ENCASE THE EFFLUENT LINE UNDER THE DRIVEWAY. BE SURE TO MAINTAIN ALL APPLICABLE SET BACK REQUIREMENTS, AND DO NOT INSTALL IN WET WEATHER. CALL THE DE- SIGN ENGINEER AND EAGLE COUNTY ENVIRONMENTAL HEALTH FOR FINAL INSPECTION PRIOR TO BACK FILLING ANY PART OF THE IN- STALLATION, OR WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL DATE: APRIL 30, 2001 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10404, 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 WILL RESULT IN 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: 1488 SQUAREFEET(VIA 49 H-10 TNFTT.TRATIIR UNITS ) INSTALLED CONCRETE SEPTIC TANK: 1500 GALLONS IS LOCATED 150 DEGREES AND 37 FEET INCHES FROM THE CLEANOUT ON THE EAST SIDE OF THE HOUSE. COMMENTS: THE. FTNAL• INSPECTION WAS DONE BY THE DFSTGN ENGTNEER AND T ATTRA FAWCETT OF FAGT F COITNTY ENVIRONMENTAL HEALTH ON MAY 1, 2001. FINAL CERTIFICATION WAS R .TV D FROM THE FNCTNFFR ON MAY 30, 2001. THIS SYSTEM IS LARGE ENOUGH FOR A FOUR BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: DATE: JUNE 1, 2001 Incomplete Applications Will NOT Be Accepted (Site Plan MUST be attached) ISDS Permit # 6 V Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. BOX 179 GLE, CO 81631 328-8755 9 823 (El Jebel) ******** ************************************************************** * PE IT APPLICATION FEE $150. PERCOLATION TEST FEE $200.00 * * * MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ************************************************************************** PROPERTY OWNER: CgArk 4 AIUV .�,�FA( F:�-;l MAILING ADDRESS: 1-/' (2 &OX, (S5 l V41,( -1, cc PHONE: &0--1 q S'Z % 0- APPLICANT/CONTACT PERSON: i't�1 ��� PHONE : ' � � '� � L� LICENSED SYSTEMS CONTRACTOR: G VZOVAAO G Z, � PHONE: �0 � COMPANY/DBA : sJ �L`a � `�` j �`t' ADDRESS: P Q S-S PERMIT APPLICATION IS FOR: 0�4 NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: tl� LC Tax Parcel Number: a i h"7 (' F71L'tIVC-k 2 `Z 1 Lot Size: Physical Address: 7-Le 1 Gam- IMF BUILDING TYPE: (Check applicable category) (>f-- Residential/Single Family Number of Bedrooms ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) ( ) Well ( ) Spring ( ) Surfaac� � ( Public Name of Supplier: (�,XTi�' *These syste require design by a Registered Professional Engineer SIGNATURE: Date: ********** *******************************************************J******** AMOUNT PAID: RECEIPT #: I �J�� DATE: CHECK CASHIER: riDl jri{ [aril Ili; J0 '1 f U'iZU''JUO'.J LKr ' LNU1NttNINU 1NU F AUL U1 Ian'' Engineering, Inc. C11VIUGEOTECHNICAL May 30, 2001 Craig and Ellen Fetterolf 325 Mapleton Road Princeton, NJ 08540 Attention: Craig and Ellen Fetterolf RE: Inspection of Septic System Installation ]Lot 4, Cordillera Filing No. 32 267 El Mirador Eagle County, Colorado Project No. 9975 - Permit No. 1959-oo At the request of John Krueger with J. Krueger and Company, on May 1., 200 L we visited the construction site on Lot 4, Cordillera Filing No. 32, 267 El Mirador, Eagle County, Colorado. The Purpose of our site visits was to observe the installation of'the septic system_ They installed the system in overall compliance with the septic system design, Drawing No_ 9975SD.DWG, dated April 1.2, 2001. They installed. a 1500-gallon, three compartments, a precast, concrete septic tank. In the last compartment of'the septic tank, was a. Zoeller Pump, Model N161. Each opening ova, the three cornpai t nent tank had risers, three, one -foot risers on the first opening, and two, one -foot risers on each of the other two openings. The effluent line from the pum.p tank to the first infiltrator ofthe leachfield was a total distance of'220 feet. The effluent line was 3-inch diameter sch40 pvc. Under the driveway (45 feet from the septic tank and 125 feet from the leachfield.) the effluent line (50 feet) was double encased in a 6-inch diameter, sch40 pvc. The pump was sized to have 225 gallons per dose_ The dosing, the floats function and the alarms were tested by John Krueger and. Company (a letter by John Krueger and Company, to that effect is attached). The alarm was to be installed in the mechanical room, behind, the living room. Forty-eight, Standard Infiltrator Chambers were installed in four trenches. Each row of trenches contained twelve infiltrators. The infiltrators were connected with serial distribution. In the first and last infiltrator of each trench, inspection ports were installed. Horizontal distance from Center to center of the trenches, was 9 feet or more. All piping was SDR-35, 4-inch PVC_ The depth of the trenches was no more than 36 inches. If you have any qMtions, please do not hesitate to call. Sincerely, " IPE'T "t' LEF Engineers j� g �Uiza Petrovska, President , ' err n„eair,M,?"' cc: Ms. Laura Fawcett, Eagle County Environmental Health Division, fax.: 328-0349 John Krueger, fax: 949-4814. Enclosure e:�v�ngmc�iaodc�mnccsta��sasz�z�P.v�rna P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, {970) 926-9089 Fax Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com June 1, 2001 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Informational Brochure Final ISDS Permit cc: files LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 Fax (970) 926-9089 PERCOLATION TEST RESULTS Location: Lot 4, El Mirador Client: Craig & Ellen Fetterolf Eagle County, Colorado 325 Mapleton Road Princeton, NJ 08540 Project No.: 9975 P-1 P-2 P-3 TIME/DEPTH 24-8/16" 21-12/16" 20-8/16" 10:10am 23-4/16" 1-4/16" 21-4/16"/Added Water 15-4/16" 8/16" 20"/Added Water 10" 4/16" 10:20am 24-8/16" Added Water 19" 1-4/16" 17-4/16" 2" 12-8/16" 2-8/16" 10:30am 21-4/16" 2-4/16" 17-12/16" 8/16" 15-4/16" 2-12/16" 11:30 22-4/16" 1" 19-4/16" 1-8/16" 16-12/16" 1-8/16" 11:40 22-8/16" 4/16" 19-8/16" 8/16" 17-12/16" V 11:50 22-12/16" 4/16" 20" 8/16" 18-12/16" 1" 12:00 23" 4/16" 20-8/16" 8/16" 19-12/16" 1" PERC RATE 40 MIN/INCH 20 MIN/INCH 10 MIN/INCH AVG PERC: 21 MINUTES PER INCH Average Percolation Hole Diameter: 8" Holes Dug and Presoaked: 9-19-00 Test Run: 9-20-00 PROFILE HOLE: 0 to 2' Topsoil 2' to 6' Light brown (grayish) silty -gravelly sand 6' to 8' Weathered shale bedrock (sandy gravel) No Ground Water No Refusal LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 Fax (970) 926-9089 PERCOLATION TEST RESULTS Location: Lot 4, El Mirador Client: Craig & Ellen Fetterolf Eagle County, Colorado 325 Mapleton Road Princeton, NJ 08540 _ Project No.: 9975 P-4 TIME/DEPTH 1 24" 10:10am 14" 1-12/16" 10:20am 15-4/16" 1-4/16" 10:30am 17-4/16" 2" 11:30 18" 12/16" 11:40 18-12/16" 12/16" 11:50 19-8/16" 12/16" 12:00 20-4/16" 12/16" PERC RATE 13.3 MIN/INCH AVG PERC: 21 MINUTES PER INCH Average Percolation Hole Diameter: 8" Holes Dug and Presoaked: 9-19-00 Test Run: 9-20-00 PROFILE HOLE: 0 to 2' Topsoil 2' to 6' Light brown (grayish) silty -gravelly sand 6' to 8' Weathered shale bedrock (sandy gravel) No Ground Water No Refusal oo. 4t Diu:140 r WJ LKF' ENGINEERING INC PAGE 01/01 L1(P ' g, En g%neerin Inc. 0-11UGEOTEUMCAi. October 8, 2000 RECEIVED No 6 �Oan Craig & Ellen Fetterolf RE: Septic System Re Design D'veLOP14 , 325 Mapleton Drive Lot 4, Divide at Cordillera Filing No. 32 ENr Princeton, NJ 08540 El Mirador Eagle County, Colorado Project No. 9975 Attn: Craig and Ellen Fetterolf On August 23, 2000, we met with you and John Krueger at Lot 4, Divide at Cordillera Filing No. 32, El Mirador, Eagle County, Colorado. The purpose of our site meeting was to select more suitable area for the proposed leaehfield for the new residence_ The southeast corner Of the lot, originally, was tested and a septic system ivas designed to be installed in this area. Due to grading constraints imposed by the bean built by the developer of the subdivision, in most part of the proposed Ieachfield site, the undisturbed soil, required for the installation of the leachfield, had been covered by more than 3 feet. A new profile hole and a percolation test were done at the rear of the residence, where the least amount of existing vegetation would have to be disturbed, and a new leachfteld was designed for this area. With the new design, a larger septic tank is required and a pump. The effluent firorn the septic tank, would have to be pumped to the proposed leachfield. This report has been prepared according to locally accepted professional engineering standards for similar methods of testing and soil conditions at this time. There is no other warranty either expressed or implied. Sincerely, .N \vn 'rp17 LKP Engineering`�Q� PETg6 /a•S.'t 2,952-08 iza Ferrous President One copy faxed to John Krueger, 949-4814, original mailed C:\AAyF"CS\00mldDO\WPDQCS19975sd2.WM P.O. Box 2837, Edwards, CO 81632, (970) 926-9088 Tel, (970) 926-9089 Fax, E-mail: lkPenB@snowcap.uet ISDS Permit # Date ISDS Final Inspection COmDleteness Form ✓ Tank. is 12 20 gal. Tank Material Tank is located L7 ft. and degrees from;. tpermnent lbndmark) Tank is located ft. and degrees from tpenaanant landmark) LX Tank set level. �Tank lids within 6" of finished grade. ✓ Size of field JqSg ft' units lineal ft. Technology J,1 A 4 v Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank. Inlet . and outlet is sealed with tar, -,tape,. rubber gasket etc. nk has two :compartments with the._<�arg r....:cpMartment closest to the ... -.,.' 2. C Measure: distance and relative direict.©rl to,-a..eld: ✓'Depth of field. 3 ft. Soil interface raked. ✓Inspection portals at the.end of each trench.. Proper distance to setbacks. Chambers properly installed as per manufacturers specifications. (Chambers latched, end plates properly installed, rocks removed from trenches, etc.) it Type of pipe used for building sewer line l/h q19 leach f ield5 04- 3� Other C Ad Inspection meets regui ements. Copy form to installer's file if recommendations for improvement were suggested. ACTION TAKEN: Setbacks Well Potable House Property Lake Dry Tank Drain Water Lines line Stream Gulch Field 100 25 20 10 50 25 10 10 Zalak 50 10 5 10 50 10 * 10 JOB- lq5q-60 EAGLE -COUNTY ENV. HEALTH Zlu P.O. BOX 179 SHEET NO. OF EAGLE, CO 81631 CALCULATED BY Zt, 7 dT&A-azdDATE CHECKED BY off DATE Sf'ALr 10 . —I PlI.T1 --W -u- I ll'u—J " 0 inc.. ummn. mass u j q i i. 19 urcer FMUNL I ULL Mt I -MEM-WOU e!D/ U/2aa1 11j:J8 yLKP ENGINEERING INC PAGE 02 May- 30 -O 1 OS : 59A P ., O2 J. Krueger and Company F.U. Box 8730 Avon, CO 81620 470-949-4814 Ms. Louisa Petrovska LKP Fngineering P.0, Box 2837 Edward:, tat) R 1632 Re., Septic System May 30, 2001 Dear Louisa, Enelo4ed please find a copy of the ficid measureinents of the FettcIvif septic system. The dose, floats, and pump system were tested on May 29, 2001 and delivered test: water to the Icach field. Please Contact me with conunents or questions, :sincerely, John Krueger J, Krueger and Company ppA�a 1.�a 1aa1 1,J: ju �j'JMJ:eb�JUUJ LKN LNUINEEK1NU 1NG PACE 03 Ma y-30-0Z 04:3'2P P.02 l r••, EJ) 22 22 _ 1 — 6220 12 a.F EAGLEgo Ty Eagle County OWTS Systems Cleaners Reporting Form Systems C Email Add cense Number Service Technician t1`1 iv,— Sfnz«S.at- Phone_��� Tax Parcel # is l { Address of Servicip-X2:1E J v" c jJ d Person RequestingServic hone%4 Property Owne�f : , Q1 P Phone Septic System Permit Number Tank Size Date of service 4(7 Tank Material Sewage Disposal Sites _General CoOd.jtion n Ful ct�onal.ity of the System $ �n 5 A eG ivtWz,� Sj Y s kF u, is Saur Recommended Repairs t O\p Site sketch showing location of the septic tank access lids measured from at least 2 fixed points (Photos Encouraged) q 19ecA, Signedij�e</� d Date 1959-00 Tax #2107-121-09-003 Lot #4, Filing 32, FETTEROLF 2 /p JOB NAME _ Cordillera Subdivision JOB NO. 267 E1 Mirador, Edwards OB LOCATION 1 BILL TO DATE 7.�. �l1 DATE BILLED Ell r I i r / / ♦ L' ��iop f / JOB COST SUMMARY TOTAL SEL LING PRICE' TOTAL-■j Ili r / ,�1,11111111111!11.� ✓L�. / / ( _ice �i.I � �_r.%,��.�� _• -■—�WA TOTAL®r, • c COST HEIN ` i -•®�® LESS OVERHEAD COSTS ! , /NET PROFIT-m JOB FOLDER Product 277 G/I V VA@Y� , _,�- 5 /Li%{J' JOB FOLDER /J u Printed in USA As 4�C d�z 67 UrL/) Y� I (L1�� �.� ('U �lL �tr c;. , �. �' - - � U l�( Q-t Z L %�aJh �T L- 1'C. G ig5q,po f'c-II ero 1-Y d 3 � am �`l F-1 µ¢ra-Xv� Coe, gjoclo! `t `k !� �''"51 z i — %"tent 10% Post-Cotmmer .r r i 4. 1 w . MIA d NLI 1::t-Iterol-� �-1 I Nl i roda r Cord, llera lot 4AtiMIz 6,/1lo( J-5- . IIVM M Di+wnaiona C - sph oidwy. 1� �f - - - i 8 � g 0' — s' ts' - a' - to' tios � 1 7o w�mw tf ,2 yd/ vwMcar irah - r cc.wrrrrrcnvtruvrr�. _, _. . DRAW D BY. L.P. 6. Backfill the sidewall area with native on -site soil for ro er- suPPo rt. P P r r1 to Backfill the trenches with a minimum o 2 inches of ta mped sort cover. CHECKED BY` L. P. P Q A.,...I 4—,Cr- ,..,.., se... ..._...,.., PROJ£Cr NO_: 9975