HomeMy WebLinkAbout730 Old Creamery Rd - 210508303007 - 1777-98ISINDIVIDUAL 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. 1777-98 BP NO. 11974 OWNER: CREAMERY GULCH LAND COMPANY INC. PHONE: 970-926-4506 MAILING ADDRESS: P.O. BOX 1412 ET) WARDS CO 81632 APPLICANT: ROB HANEY PHONE: 970-949-9232 SYSTEM LOCATION: 730 OLD CREAMERY RD., EDWARDS TAX PARCEL NO. 2105-083-03-007 LICENSED INSTALLER: S. RUDER EXCAVATING STEVE RUDER LICENSE NO. 47-98 PHONE: 970-926-1056 DESIGN ENGINEER: LKP ENGINEERING LUIZA PETROVSKA PHONE NO. 827-9088 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 1500 GALLON SEPTIC TANK 1500 SQUARE FEET OF ABSORPTION AREA VIA 48 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN DATED 5/19/98. MAINTAIN SET BACK OF 25 FT TO ABANDONED IRRIGA- TION DITCH. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. BUILDING DIVISION CERTIFICATE OF OCCUPANCY WILL NOT BE ISS- UED WITHOUT SEPTIC SYSTEM APPROVAL. ENVIRONMENTAL HEALTH APPROVAL DATE: MAY 27 1998 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: 1500 SQUARE FEET (VIA 48 INFILTRATOR UNITS ) INSTALLED CONCRETE TANK: 1500 GALLONS IS LOCATED —DEGREES AND _ FEET FROM SEE SITE PLAN FOR SYSTEM COMPONENT LOCATIONS COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED 9-29-98. 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: SFPT . 10 - 1998 05-12-199e 02:13PM FROM CREAMERY GULCH TO 9499233 P.01 ­(Gite Plan MUST -be attached) ISDS Permit Building Permit *,t APPLICATION FORINDIVIDUALSEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE. -.EAGLE COUNTY P. 0. BOX 179 EAGLE, CO 81631 328-8755/927-3823 (Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $.200.00 MAKE ALL REMITTANCE PAYABLE'.TO*. "EAGLE COUNTY TREASURER" PROPERTY OWNER: CftEAAAe(2_%-j (4 Av,,Y 0 MAILING ADDRESS: 'PC gok_ (4 Ai j� 0 PHONE: ,-PIO�V> tAA�J (:-7%1 q4pt q 2 APPLICANT/CONTACT PERSON., PHONE. -SI LICENSED SYSTEMS CONTRACTOR: PHONE: Ot>_6- Lo ID -CAV- COMPANY/DBA: '> ADDRESS: -10-AWGP- PL PERMIT APPLICATION IS FOR: (X NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: [_Is C PZA4V\ey�_4 PA�JCAA Tax Parcel Number: 2-1 Lt)f 0 Z2, 01 - '�DO Lot Size: Physical Address: I 1_5 6 OL-b BUILDING TYPE:. (Check applicable category)* N. Residential/Single Family Number of Bedrooms . Resident ' ial/Multi-Family* Number of Bedrooms Commercial/Industrial* Type TYPE OF WATER Y (Check applicable category) Spring Surfaca w Public of Supplier: VC-7v��45 1? *These Sys SIGNATURE.* AMOUNT PAID: J 150 design by a Registered Professional Engineer Date: (2- RECEIPT 1: ft)1 DATE: CHECK # : CASHIER: - j20 TAUL U1 Se,ptember 25, 1998 Mr. Rob Haney Arden Development P-O. Box 1412 Avon, CO 81620 RE: Inspection of Septic System Installation Lot IS, Creamery Ranch Eagle County, Colorado —17 Project -No. 9864 - Permit No. 170-gs At the request of Steve, on August 28 and September 2, 1998, we visited the construction site on Lot 18, Creamery Ranch, near Edwards, Eagle County, Colar&lo, The purpose of our siw visits was to observe the installation of the septic system. They installed the system in overall compliance with the Septic sYsteen design, Drawing No. 98(ASD.DWG, dated May 19,1998, The system was connected to the main residence, at the middle jog on the north side. They installed 15 00-gallon, two compartments, U precast, concrete septic tank Forty-eight, Stemdard hffiftr" Chambers were instaned, The first trench had 9 infiltrators, the second 1.2, the third 11, the fourth 10, and the last trench had 6 Infiltrators, for a total of 48, Tine infiltrators were connected with serial distribution. In the last infiltrator of 'each trench, iispeti,.tian parts were installed. Horizontal distance from meter to center of the trenches, was 9 fed or m=. All piping was SDR-35. 4-inch Pvc. If you have any questions, pleam do not hesitate to call. Sincerely, LIB' Engineering, Luiza Petrovska, P1 President CC: Ms. Laura Fauceft, Eagle CoUntY EnvirOnn=tal Heft Division, fax: 328-7195 P,O. Box 2837, Edwards, Colorado 81632 a (97q) 926-9088 Tel * (970) 9226-9089 Fax INDIVIDUAL S EAGLE COUr P.O. COPY OF PERMIT MUST BE POSTED AT MAILING ADDRESS: P.O. BOX 1412,t WARDS, CO`> APPLICANT: ROB HANEY SYSTEM LOCATION: 730_OLD CREAMERY RD., EDW. LICENSED INSTALLER:_S. RUDER EXCAVATING,STE DESIGN ENGINEER: LKP ENGINEERING, LUIZA PETF INSTALLATION HEREBY GRANTED FOR THE FOLLC 1500 GALLON SEPTIC TANK 1 500 SQUARE FEET OF SPECIAL REOUIREMENTS: INSTALL AS PER ENGINE ENVIRONMENTAL HEALTH APPROV. 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQU ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO ST REQUIREMENTS, CONNECTION TO OR USE WITH ANY SHALL AUTOMATICALLY BE A VIOLATION OF A REQI 3. CHAPTER IV, SECTION 4.03,29 REQUIRES ANY PERSON BE LICENSED. 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:SRPT, 30, 1998 A=07'29'22" R=975.00' L=127.45' T=63.82' C LEN=127.36' BRG=N 01'31'48' E f FND PIN & ALUMN. CAF LS # 20695 I I I I I iWAY 6 & 24. EAGLE-VAIL 1230 CO. 81632 1 I UTILITY EASEMENT I L — — — — — LOT 19 S WIDOW" E 360.19' II FOUND PIN AND LSU PN23089 25.0 SEWER CLEANW IS ( - - - ------�_ - ---------� --- - - - -- -- - 140.00' 1 J SEPTIC TANK x LIDS •- �._.I5.0'. I8.0� M ! UTILITY EASEMENT\ I 1.0' BUILDING FOOTPRINT OUTLINE BLDG O/H �`\Qo 5 I 7es" 1 to =1 m $ LOT 18 3! w I� 68,370 SQ. FT. of n I' 1.570 ACRES I ! I ! i ! i z ' RF�F/RFD 4�' o 4f, I �OFp��T NT F TRACT D BUILDING ENVELOPE I I I i 1 125.00' 25.0' i � eg.6q" 20' 40 60' -- N 90'00'00" W NOTES: 1) DATC OF SURVEY: 06/02/09 2) SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDEDLOT 17 PLATS, EASEMENTS OF RECORD (OTHER THAN PLATTED), ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENOE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS - AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON. 4) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN ON THE SUB[NVISION PLAT ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 5) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF EAGLE VALLEY SURVEYING. INC. AND IS INTENDED FOR THE SOLE USE OF THE ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. 6) THE SOLE PURPOSE OF THIS DRAWING IS TO SHOW SEPTIC SYSTEM IMPROVEMENTS AND THEIR LOCATION ON LOT 18. OTHER IMPROVEMENTS EXIST ON THIS LOT BUT ARE NOT PART OF THIS SURVEY. 7) BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT THE NW AND NE CRN LOT 18. (SEE DRAWING). Miv�di I` �� T ' CdC 3P14 DUt>?i' { L x Mlltt EASEMENT !^ �� wise nmmwi bh. exi�:tt JMm' see � e� �(w M4 +beM iw to t% �36019• �aMbIrom. UTILRP.f\ASEMENT aslxreu tttW \ I. I pE99W CAT10.vS. kra rod: _ \ Numbr ybeC4 µµvv \ 'CaAME1[a1 1\ Mordnum EOAYnFl.aw 49nox 4 bCm. r 1,gbraona/bNm x 75 gdbna/Person/C y x 1— I _ 9Pp <U\V M•{A` af WATER \ �Yv \ 3 SERNCEI \ Opp �JYv \ \ tl. i I I II r LVnar x 30 /vs ar *� ^O \ `�• CCWd AAWAIN aYNt ``\ \ r I' 1 U bn, two cunprWnmr Y open e4PiwNenf - O gal prxaar concrete rrrk b L l J ConreN r lAT v:•w9`w"M°T.IM,t :e Drol. I I III �, A = aw//x55//55xx Jr Amar986 Ap R Lj F z' -r Sap\\ \'' { Sf l Potro ITomb Sysr rh a (re1M tt»Agumflm xrM w dloweJ 50 Prcenr yEST HOLE p, 4,IL_+ ..ILII.'_N E` �'.ewc( r� r � arfvrlo, re .ecanmeneeo• Q pLOTSICN \\ a `I`>.�•T1U s I. 1 I� F../nfAr[wL8 br=155sF L`.� I ,. 1&0 a h/Wfr Chambt oLiir bMoeea MM, 12 Mfl`= evab. ^ m lr Ac. KI �� NOTE<. 1 W � • 0 I} \ \'\ - aql w' ; I �'� 1. The bu iE'nq aewa Ime ft. Me hone to the aeptc tank —11 haw a max mum .lope of 1/4 Inch Dar (] p W ti B ,ft in tM1e butding uwer —11 be Ilm- to. 45 degree. to j w \ \ `\ \ "'lll I I I. I I 2 TM1e aeplc lank shall be inatolled level The took ah.1t h remowble rover. or manhdea to within B aJJ�11 O U —A of Uie flni grad, for map«tan and c1 o kq pW W R \ \\ I II 3. Excaw„e three (3) feet rode trenches ma —.—1 astanw f,. adewall to ddewall between the ��y Uy q' �.t] .t -1 trehMee e o b< a m n mum of aiv (fi) feet m O W q 1 4. The bottom and the adewalls of the trenches dlall be raked to dmmate am—g I_ i-t.11 the nfil—, CM1ambra In Me trenches acco g to Ne manufacturer. v! �\\ I - i � recommends( pns BWIDING EM}ELOPE WEST I 6. Bockfll the eldewa areo wth nalw on site wl for j { FLOWMNE `. `\ `„ proper support. WATER RICE �nIEET-INO '\ .PITCH I I ), Bock611 the trenchp wRM1 a mnmum of 12 InMe. of tamped aoi w ' l & A— —de t-fil owr the system. � Sag \ ll11tY(1'. EISEMEM \ �. 1 9. Ali nslallat ens ehal meet the rules and re lone of the Ea Count EnNronmenlal HeaIM DlNebn, {`Z T51 N ED/2D W.C. P15 220N E EV=�o22) ' - \\ WEST \ ' Chapter 4 InCNdual Rwa9e Dspwol Sy.tema Ala gle y rr `` 5 L 330.00• 10. The Septic System nMdlation shall be inspected by Die Design Englner pr or to back6111nq V of �^ E, 0 � � m d 1500 GALLON TWO COMPARTMENT CONCRETE SEPTIC TANK m GROUND SURFACE - p vts9F 90' ELBOW s-e• nn 9D' ELBOW 22-1/2 ' ELBOW INFILTRATOR CHAMBER :... ....... . . .... '.- .. , . . ,.'.:: .. -r 6' MINIMUM t A SIDayss F6/ell a DETAIL A — A 12• Lu d"x,.: .. 1':• STANDARD INFILTRATOR L ^J, > _o� GRAPHIC SCA[.E pp W ga s a P. w(u e¢t) - - er aPuxp cgvrn6T[ tw rouvu[xr U s S� L.P: t cr• • ftep6c .: 9864 `!ri Y r,'•(j,� 2Pux er a[xF 2w av mvMe [xuw['mw We .na xa t e- Mff0.5-19-98 M „� G pwJ4E MtFo 4k's -.2.: - pe.4MVg. NA: 98645D.OWC a � 1DTr 7 -7