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HomeMy WebLinkAbout56 Jouflas Ranch Rd - 194127402002INDIVIDUAL 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. 1874-99 BP NO. 12517 OWNER: BEVERLY DEMOSS PHONE: 970-926-1494 MAILING ADDRESS: P.O. BOX 1656, EDWARDS, CO 81632 APPLICANT: SAME PHONE: SYSTEM LOCATION: 56 JOUFLAS RD., WOLCOTT TAX PARCEL NO. 1941-274-02-002 LICENSED INSTALLER: WATER SYSTEMS OPERATION LICENSE NO. 42-99 PHONE: 970-949-0975 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE NO. 970-926-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK 1563 SQUARE FEET OF ABSORPTION AREA VIA 50 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 5/15/99. BE SURE TO KEEP TRENCH DEPTH AT 18 INCHES DUE TO GROUND WATER FOUND AT 6 FEET. AVOID VEHICULAR TRAFFIC OVER SITE. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION OF INSTALLATION. BUILD- ING CERTIFICATE OF OCCUPANCY WILL N T BE ISSUED UNTIL THE SEPTIC SYSTEM HAS RECEIVED FINAL APPROVAL. ENVIRONMENTAL HEALTH APPROVAL: Jaiiznt. DATE: MAY 24, 1999 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 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: 1563 SQUARE FEET (VIA 50 STANDARD TNFTT,TRATnR TTNTTS ) INSTALLED CONCRETE SEPTIC TANK: 1500 GALLONS IS LOCATED DEGREES AND FEET FROM SEE AS —BUILT DRAWING FOR SYSTEM COMPONENT LOCATIONS COMMENTS: ENGINEER FINAL CERTIFICATION AND AS—RTTTTT DRAWTNC R$('FTVRTI 1/12/00 SYSTFM Ts TARCE ENOUGH TO ACCOMMODATE A 5 BEDROOM RESIDENCE. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: TANUARY 13, 2000 Incomplete Applications Will NOT Be Accepted ('Site'.Plan MUST be attached) - ISDS Permit # �$�� ✓�� Building Permit '# 1a.s l7 f (66 r *- 1 ;�_G 17 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: MAILING ADDRESS:-7O,-Zs,,�M PHONE: APPLICANT/CONTACT PERSON: &6" PHONE: LICENSED SYSTEMS CONTRACTOR: zFm PHONE: C1q'ct 0q-7,S COMPANY/DBA: ADDRESS: PERMIT APPLICATION IS FOR: 4 NEW INSTALLATION ( ) ALTERATION (.) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: 1 -0 , " l0 J ` C_ o _ Legal Description: Let 0( Tax Parcel Number: j I Physical Address: k_? ow BUILDING TYPE: (Check apple a (Jf Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* Lot Size: 15 &,ems iva CiA e category) i5 $? Numb r of Bedr s Number of Bedrooms Type TYPE OF WATER SUPPLY: (Check applicable category) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems require design by a Registered Professional Engineer SIGNATURE: N Date: AMOUNT PAID: 4 A51) RECEIPT #: Mz�-qZ/ DATE: CHECK #: Sa-6 CASHIER: Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO Date: May 24, 1999 TO: Water Systems Operation Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal. System Permit No. 1874-99. Tax Parcel # 1941-274-02-002. Property Location: 56 Jouflas Rd., Wolcott, CO., De Moss residence. Enclosed is your ISDS Permit No. 1874-99. 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 LKP Engineering, Luiza Petrovska Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com January 13, 2000 Beverly DeMoss P.O. Box 1656 Edwards, CO 81632 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1874-99, Tax Parcel #1941-274-02-002. Property location: 56 Jouflas Rd., Wolcott, CO. Dear Ms. DeMoss: 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 (970) 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Informational Brochure Final ISDS Permit cc: files — `....—.._ C1.vz1.rvl=aTECWWAL December 30, 1999 Ms. Beverly DeMoss 11.0. Box 1656 Vail, CO 81658 Dear Beverly: RE: In"- iug: l`-.Septic . yytem Installation Lot 2,.fielia Subdivision Eagle'Eagle'C. 6unty, Colorado P rojett" o. "13 - Permit No. At the request of Scott from Gro d Control, on Aft 19 gmd 25,1999, we visited tho- construction site on Lot 2, Delia ubdivisi.bn, Bellyache Rib; Eagle§ County, Colorado. The purpose of our site visits was to observe the insW' -lati� of the septic sy*m. They installed the system-0 over ill compliance with-ldie septic.• system design, .Drawing No. 9973SD.DWG, dated May 15, 1999. The system was instailet#s show.n-on the above -earned drawing - They installed 1500-gallon, two corno t6ftnts, a precast, co ete septic tank. The tank was installed east from the northwest corner 6fthe bluil g• Fifty, Standard Infiltrator Chmrtiti (is were installed i61bur trez ihes, with 13 infiltrators in the scauth two trenches each and 12 infltrators in each of the tw6tiorth taramches. The infiltrators were connected with serial distribution, In the fast infiltrator of each. trench,.inspectior► ports were installed. Horizontal distance from center to. center Of the trenches, wab:'9 feet or. -ore. All piping was SDR-35, 4- inch PVC. The installer submits an as- of 1 c fi b t we ve still na received aan as -built of the line �rom t, eg i t 1l#f to the Ieai��eld atld the nun x of thQ_cYeanouts. If you have any questiol; ple'do not hesitate to Sincerely,.*`tP; LRP Engimeeri>p�Tq;*:: . Zizarovska � `i 'W President cc: Ms. Janet Kohl, Eagle COunty Etiviromnrental Healifi'?ivision, fax. 328-0349 (' 1MyFiteAcoreldm\WPWCS',"73031.WPD �.Inol_976-909ft TA. t9701 G-9089 Fax, E-mail- lkpp!lg@XLOWGap.met Ulf 11-f Zut7S7 I U. 4U J f U'-IJLG-7U' OIJ LKI- LNUINLLKINU, 1NU F AUE Ul To: Fax #: From: Subject: T.1114 LO. ENGINEERING.; �. :.. P_0. Box P837 'Vb.WARD5. CO B 1 e '? FAx: (970) Q2e-9O Janet Kahl ECEND Date: January 12, 2000 970-328-0349 Pages: 4 inclO.ffing this cover sheet. Luiza Petaiovsk% Pl. Project; ' 989$ C(:)MMENTS: Hi Janet, . Finally, we have the built otthe system for thil�-1eMc'~� i�.esidence, Lot 2, Delia Subdivision. This completes XrMeotion of the system-. . "thank you, Luiz3 Ulf 1Lf Zariu lo: LFrl 7 (U-7Gb—IJUuIJ LKr LNUINLLKINU, 1NU F'AUL Me 01/10/00 15:45 FAX 97U845M'r}/•r ...Y --- U Air aw 'IMCAVATING cmuj"- s ' . L I P.0 . Bpx 317. a Avon, Colorado $1620 CJlI ILf zriri u 1b:4tJ •y(17-'y1b-'yl�ti'y 09/24/99 10!03 FAA UYU040vivl LKr LNUINLLK1NU, 1NU HAUL UJ r k -111_ 15S3 1�� 15 (, = so (1h " LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 Fax (910) 926-9089 PERCOLATION TEST RESULTS Location: Lot 2, Delia Subdivision Client: Ms. Beverly DeMoss 0056 Jouflas Road P.O. Box 1656 Eagle County, Colorado Vail, CO 81658 Project No.: 9973 P-1 P-2 P-3 TIME/DEPTH 24" 29-8/16" 27-8/16" 10 10" 10/16" 17-2/16" 1-12/16" 15-6/16" 10/16" 10 10-10/16" 12/16" 17-14/16" 12/16" 16" 10/16" 10 11-6116" 10/16" 18-12/16" 14/16" 16-6/16" 6/16" 10 12" 8/16" 19-6/16" 10/16" 16-14/16" 8/16" 10 12-8/16" 8/16" 20" 10/16" 17-6/16" 8/16" 10 13-8/16' 8/16" 20-10/16" 10/16" 17-14/16" 8/16" 10 14" 8/16" 21-4/16" 10/16" 18-6/16" 8/16" PERC RATE 20 MIN/INCH 16 MIN/INCH 20 MIN/INCH AVG PERC 20 MINUTES PER INCH Average Percolation Hole Diameter: 10 Inches Holes Dug and Presoaked: May 6, 1999 Test Run: May 7, 1999 1874-99 Tax# 1941-274-02-002 Lot #2, DeLia Sub. DEMOSS 4P- 56JOB- NAME Bellyache Ridge JOB NO. Jouflas Rd. , Wolcott rna t nrerinw • DATE STARTED DATE- COMPLETED DATE 6ILLED eAil i. U M , 0U /L_..,., AU iI ',1. 11� t. t /� .[ 1 / lIl . L ��i __II_' ./Z�JI I� 01 ,,vat � , 0V .d I �` s� . I I mil! �� t �7_� �L .[.�/L.�� �� .�W-41NE 1y � � .� .ly i. I I � . � /_ .IL �_ �i:� ' �...lil s� � Ii.� � �1J.� � - �� • _/ � ME I pg� TOTAL SELLING PRICE 01001 TOTAL MATERIAL -051 ._•- EN00 _■ MISC. COSTS JOB COST GROSS PROFIT OVERHEADTOTAL LESS COSTS % OF SELLING PRICE _■ 20 CLEANOUT TO HOUSE \ 90 JK • \ I \ O 1500 GAL TWO COm CONC. SEPTIC TANK \ 4' DIAM BLDG SEWER \ AT 1/4" PER FOOT MAX. \ GRAPHIC SCALE \ 0 10 20 40 80 \ ( IN FEET ) \ 7940 l/ lJ 1 L 1l lJ L 1 L 1 N. T.S. TRATOR CHAMBER STANDARD INFILTRATOR 0,9 . d DELyA SUBDIVISI❑N - LOT 2 SECTIC1 27, T4S, R83W - EAGLE COUNTY, C❑L❑RAD❑ L OCA TION MAP N. T.S. PERCOLA T70N TEST RESULTS Perc No. 1 Perc No. 2 Perc No. 3 20 minutes per inch 16 minutes per inch 20 minutes per inch Average percolation rate recommended for design T = 20 minutes per inch. SOIL PROFILE I 0.0 to 3.0 foot Topsoil 3.0 to 6.0 feet Dark, reddish -brown, to yellowish brown, clayey -silty sand. Ground Water at 6 feet. o a U 0 Q 0 DESIGN CAL CULA TIONS o Z Design percolation rate T = 20 minutes per inch Number of bedrooms = 5 Maximum daily Flow = Omox Qmax = 5 bdrms x 2 persons/bdrm x 75 gallons/person/day x 1507 Qmax = 1125 gpd SEP77C TANK V = Qmax/24hrs x 30 hrs � V = 1406ga1/ons Use 1500 gal/on, two compartment precast concrete tank by Copland Concrete or equivalent r^ ABSORP77ON AREA A = Qmax/5 x VT ^ � O A= 112515 x ✓20 = 1006 s f. N O � Amax - 1006 s. f. z � 4i Based on App/icotio Rate: Q) 2 O A A = 1125gpd/0. 72gpd/s. f. V � A= 1563 s. f. W 01 C O Uj Standard Infiltrator Chamber System in a trench configuration with an al/owed 50 percent v1 Zp Q Z Q � reduction in the absorption area is recommended. J tZ Acorrected = 781 s. f. , j V LAj Surface area of one Infiltrator Chamber = 15.5 s. f. r ` (1) � J CL Use 50 Infiltrator Chambers in four trenches. Two trenches with 13 and two with 12 Infiltrators h O . Due to shallow ground water at 6 feet the trenches must be shallow also. we recommend 18—inch deep trenches. Q O W v1 ' N NOTES. r O J 1. The building sewer line from the house to the septic tank shall have a maximum slope of 114 inch per foot. Bends in the building sewer shall by limited to 45 degrees. 2. The septic tank shall be installed /eye% The tank shall have removable covers or manholes to' within 8 inches of the finished grade, for inspection and cleaning. J. Excavate three (3) feet wide trenches. The horizontal distance from sidewall to sidewall between the • trenches shall be a minimum of six O6 °feet. rn • 00 4. The bottom and the sidewalls of the trenches shall be raked to eliminate smearing. M rn I 5. Assemble and install the Infiltrator Chambers in the trenches according to the manufacturers' o0 N recommendations. rn O 6. Bockfill the sidewall area with native on -site soil for proper support.: U 00 7. Backfill the trenches with a minimum of 12 inches of tamped soil cover. x 8. Avoid vehicle traffic over the system. O w 9. All installations shall meet the rules and regulations of the Eagle County Environmental Health Division, ^^ `` 00 Chapter 4, Individual Sewage Disposal Systems. W M o 0 rn 10. The Septic System Installation shall be inspected by the Design Engineer prior to backfilling. N N U x 0) M 1500 GALLON TWO COMPARTMENT CONCRETE SEPTIC TANK 4-- N. T.S. BY COPLAND CONCRETE OR EQUIVALENT NOTE. • SITE PLAN BYCLIENT. 8. DRA WN BY L.P. CHECKED BY- L.P. PROJECr NO.: 9973 DATE.• 05-15-99 DRAWING NO.: 9973S0. D WG SHEET 1 OF 1