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HomeMy WebLinkAbout131 Annabelle Kuntz Ln - 211117101005INDIVIDUAL 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. 1721-97 BP NO. 11410 OWNER: DOUG AND DARLENE WEINHEIMER PHONE: (970) 476-4650 MAILING ADDRESS: P.O. BOX 163, VAIL, OC 81658 APPLICANT: SAME PHONE: SYSTEM LOCATION: 0131 ANNABELLE KUNTZ LANE, GYPSUM, CO TAX PARCEL NO. 2111-171-01-005 LICENSED INSTALLER: HOBBS EXCAVATING, STEWART HOBBS LICENSE NO. 26-97 PHONE: —(970) 524-7447 DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETROVSKA PHONE: 970-827-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1000 GALLON SEPTIC TANK WITH A DOSING CHAMBER OF 330 GALLONS,22,523 SQUARE FEET OF MOUND ABSORPTION AREA. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 8-25-97, WITH THE FOLLOWING CONDITION• ALARM TO AUDIBLE ANS VISUAL. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDING PERMIT CO WILL NOT BE ISSUED WITHOUT ENGINEER FI- APPROVAL. ENVIRONMENTAL HEALTH APPROVAL: DATE: SEPTEMBER 24, 1997 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: SQUARE FEET (VIA ) INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET FROM COMMENTS: 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: (Site Plan MUST be attached) ISDS Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY P. O. 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: Dona & Darlene Weinheimer PHONE: Ig7n)476-4F,50 MAILING ADDRESS: P_n_-B, 163 Vai1, ro 81Fi519 APPLICANT/CONTACT PERSON- Darlene Wei n*ht=i mer PHONE: (g7n) 476_4F;-,n MAILING ADDRESS: same as abov LICENSED ISDS CONTRACTOR: Stewart Hobbs PHONE: b7r1) -i74_7447 COMPANY/DBA: Hobbs Ex avatinq ADDRESS: __O_R_ 39,igi Fag1P., cn R1631 *************************************************************************** PERMIT APPLICATION IS FOR: (X) New Installation ( ) Alteration ( ) Repair LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Building Permit # / ��i� _(if known) Legal Description: Subdivision: Kuntz Filing:ZBlock:i Lot No.,_ Tax Parcel Number: 2 J__ Lot Size:�es Street Address: nl '�l Annabelle Kuntz T-.ansn LY BUILDING TYPE: (Check applicable category) ()o Residential/Single Family Number of Bedrooms 3 ( ) Residential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: ( ) Well ( ) (�t) Public Name (Check applicable category) Spring ( ) Surface of Supplier: *These.systems require design by a Registered Professional Engineer SIGNATURE: �f Date:'J�I� TO BE COMPLETE BY THE COUNTY //� n AMOUNT PAID: i�� RECEIPT #: �Z7 �l(f V DATE: �S CHECK #: CASHIER: M,C Community Development Department (970) 328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: September 24, 1997 TO: Hobbs Excavating 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. 1721-97. Tax Parcel # 2111-170-01-005. Property Location: 0131 Annabelle Kuntz Lane, Gypsum, CO., Weinheimer residence. Enclosed is your ISDS Permit No. 1721-97. 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 1/21-97 Tax# 2111-171-01-005 Lot# 3, Filing 2 WEINHEIMER .JOB NO. -11 JOB NAME Kuntz Subdivision 0_1.31 JOB LOCATION BILL TO DATE STARTE DATE COMPLETED DATE BILLED q Ua� L�� w >h'�,o �.� • ld3 ©lam ; s . c r Lot,- JOB COST SUMMARY TOTAL SELLING 'PRICE o,¢ 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 Aeae 0 NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 JOB FOLDER Printed in U.S.A. - - Diameter Central Manlfo/d f 1 1/1 inch / yg'( _ - 1L A 675%1.2 562.5 s. fAmax.=563 s. f _ - - Z 1 _ _ ion bed dimension within the Mound System will be 9 feet wide by 65 feet long The absorption Ys f _ 1 1 4-1nch Diameter - er Lateral - j The absorption- bed shall = be parallel, to #f1e surface contours f - - Perforated • - - � wiEh 1 4- Ind► holes �� / • _ = aced of 30 fich es 5 . .� 156 SP q The perimeter of the mound shall be 87 feet long and 29 feet wide � P B 3 F9 i - I �6 � i i t . - A � . q � Asa r _ - 8 I - i Site Pre aration S P - ` a deliver Stake them mound erimeter. Cut and remove an excessive veg /Hato/1 the y P y Mound Perimeteretation. �. 4-inch Diameter Bu Edrn Sewer .out pipe from the dosing chamber to the 'mound. Backfi/1 and compact the pipe french. Plow the area within the mound perimeter. Plowing should. not be done when the soil is too g i I - - - 1 B 50 0 _ wet Grade the uneven areas is rt� V -;� CLEANOUT 6 3-inch Diamet - Deliver}+ P/pe - 29. 1000 GALLON CTR/C UFT Absorption Bed_ TIC TANK -� <3U - .3070 U. uJ _- c c <�mm U 1K '_ �3 ' -_-_ - - _ - .. _ - -/fff//!///!f/r!!////!/♦ '///!!1//!/f -_ - - - :.. - _. _ _ - � - - ! 0.05mm _ , V t!�!//f!////f ,,,/„J,//„ SIDS„!„l,ff-r, - - - - - - - - - N ,//f/ E c} o - 0.002 R mom `?w �bo►+ «peto tart fs p�a1R+I by ttisnt �yo Rsowt QonatiN ,,fJ,f The lnfiltrafion. Cafe of a Medium- Texture. Sandi 1 d sf a height of the sand fill = C co S� , C�1 Z w lei l ' should be the, elevation of the fo of - the absorption bed. Shape the sides of the mound to Q �. e s � I the recommended slope, as shown on the detail _ 1 r QL nNetwork P/aceme Distribution ron- I _ k - - - _ - - - ll f,flJ,Jl,Jf ff 1 1 _-. - -. - --- --- - -. ._ -- _ .: _--- _ _ _ •. ----. _.v - Lu- { e coarse aggregate shall consist of 3 4 MOUND DIMENSIONS _ Carefully place the coarse aggregate on the bed. Thl Y de th of 6 inches Assemble the. � Cs DESCRIP770N SYMBOL DIMENSION (fee t) BED W1D TN A 9.0 BED LENGTH B ..65.0 MOUND DEPTH D 1.0+1 MOUND DEPTH ` E 1.3+1 BED DEPTH F 1.0 r/ CAP AT EDGE OF BED G 1.0 CAP AT CENTER OF BED H 1.5 DOWNSLOPE SETBACK 1 12.0 UPSLOPE SETBACK J 8.0 SIDESLOPE SETBACK _ K 11.0 MOUND LENGTH L 87.0 MOUND WJDTH W 29.0 CENTERLINE DITCH _ 0 Al to 2- it z inch rock. Level the ; aggrega e o a minimum p distribution network over the a gregate. The distribution network shall consist of four 32—feet laterals, 1--114 inch diameter �fwo on each side of a 1-1/2—inch diameter center manifold}. A The inverts of the lotera/s shall'be perforated with 1/4-inch holes spaced every 30 inches O For -the pressure distribution network use schedule 40 pvc (ASTM D 2665) or ABS (ASTM W 2661) pipe. The lafera/s shall be laid level Place additional aggregate over the crown of the pipes of at least 2 inches depth. _Place a suitable backfill barrier, such as filter fabric, over - the aggregate. re ate. The delivery pipe must. drain Into the pipes or into the pump chamber. Covering of the Mound gatem 1 F Place o finer textured soil, such as clay or silt loam over the top of the bed, to a minimum - - - thickness of 6 Inches.. C Place 6 Inches of good quo:lty, topsoil over the entire mound surface.: P/an�,grasses adaptable to the climate over the mound system.. �(rk ovPum Selection ; A pump, capable of delivering 54 gpm against" 6 feet head can be used The elevations - between the um Invert and the manifold invert sho d be field verified The pumping: system - p FILTER FABRIC, toff - ' 29526 CLAY FILL OR TOPSOIL • 18 CM \ _ IN FEET '- _ _ TOPSOIL . - DIAMETER MANIFOLD PIPE - s / f p f! N A ---- ' C - 20 i inch it _ _ 1 t/2 INCH - �u►► � r � - i - _12 _. ! f DRAWN Br L.P. / ROCK- 2-1 TO 2 r - ,,. /.///,>!/!/!f, r: TO - =MEDIUM SAND FILL C�IECKED BY.` L.P. " - " - CLEARE7? AND RAKED SUBGRADE PROJECT NO.. 9769 _ ARCEL I- - _ ,•_ANNABELLE KUNTZ LANE 50 WIDE INGRESS,EGRESS AND UTILITY TY EASEMENT - SEC1ION A A Oss " �R Noro SCALE. ORAw�� Na: 97sssD.D WG ; _ LAND SYSTE/NS DA TFC1 JUN1997 — PH/CAL SURVEY. BY MA YER , NOTE: 2. _ TOPOGRA SHEET t - F G J. 7. -