HomeMy WebLinkAbout1899 Woods Lake Rd - 238323100001INDIVIDUAL 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. 1908-99 BP NO. 12787 OWNER: ART PFISTER PHONE: 970-925-1119 MAILING ADDRESS: P.O. BOX 11, ASPEN, CO 81612 APPLICANT: SUZZANE KELSO PHONE: 970-925-1119 SYSTEM LOCATION: WOODS LAKE RANCH, EAGLE COUNTY, CO TAX PARCEL NO. 2383-231-00-001 LICENSED INSTALLER: $ bL-EH9 F6— k9AL eVI-L C�iL(`u.Ul�G�Ly LICENSE NO. rs-99 PHONE:_ 970-9 Z, 1 9- ,3 Y3/ DESIGN ENGINEER: HIGH COUNTRY ENGINEERING, ROGER NEAL PHONE NO. 970-945-8676 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 2 BEDROOM CABIN 1000 GALLON SEPTIC TANK, 750 GALLON DOSING TANK, 486 SQUARE FEET OF MOUNDED ABSORPTION AREA, WITH A TOTAL AREA OF 1620 SQUARE FEET, AS PER ENGINEER'S DESIGN. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER DESIGN DATED 8/19/99. INSTALL VISUAL AND AUDIBLE ALARMS ON THE DOSING TANK AS REQUIRED BY ENGINEER. ALL PIPE LINES THAT CROSS ROADWAYS NEED TO BE DOUBLE CASED IN ORDER TO PREVENT BREAKAGE. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION, DO NOT BACK FILL SYSTEM UNTIL IT HAS BEEN INSPECTED. BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM, HAS RECEIVED FINAL APPROVAL. ENVIRONMENTAL HEALTH APPROVAL: IV DATE: OCTOBER 1, 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, 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: 486 SQUARE FEET (VIA _ A MOUNDFD SYSTFM, RA SAT. ARFA OF 1620 sn ) INSTALLED CONCRETE SEPTIC TANK: 1000 GALLONS IS LOCATED DEGREES AND FEET INCHES FROM SEE SITE PLAN FOR SYSTEM COMPONENT LOCATIONS INSTALLED DOSING TANK: 1000 GALLONS IS LOCATED DEGREES AND FEET INCHES FROM COMMENTS: ENGINEER FINAL CERTIFICATION RECEIVED JULY 28, 2000 TANK CAPACITY TS T ARCF FmnjTf H FOR A 3 BEDROOM RESIDENCE, BUT THE LEACH FIELD IS ONLY LARGE ENOUGH TO ACCA f)DATl 2 BRj)R() ms . 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 /Q t/ U� DATE: AUGUST 1. 2000 .,(Site Plan MUST be attached) ISDS Permit # ITV 0 - 11 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: A r 4- Q F i S4 e r C�o SozZc,^%e K e is c, PHONE: MAILING ADDRESS: _, . 3- x * ) i A 5 pe, 7o APPLICANT/CONTACT PERSON: R0�e- PHONE: (ft'70 MAILING ADDRESS: �\ C=a._ 7:Z3_ LICENSED ISDS CONTRACTOR: /6ztAA- &YU-tot, A COMPANY/DBA: ADDRESS: PHONE: ( ) *************************************************************************** PERMIT APPLICATION IS FOR: (X) New Installation ( ) Alteration ( ) Repair *************************************************************************** LOCATION OF PROPOSED INDIVrI�DUAL SEWAGE DISPOSAL SYSTEM: Building Permit # / (if known) Legal Description: Subdivision:©off Lake Filing:_Block: Lot No. Tax Parcel Number: 3 � 3 --Z 0-0 0 Lot Size: 500A� t Street Address: L4 K e Ac -n4- *************************************************************************** BUILDING TYPE: (Check applicable category) () Residential/Single Family ( ) Residential/Multi-Family* ( ) Commercial/Industrial* TYPE OF WATER SUPPLY: (Check applicable category) (X) Well ( ) Spring ( ) Surface ( ) Public Name of Supplier: *These systems SIGNATURE: ***************** design by ************ Number of Bedrooms Number of Bedrooms Type a Registered Professional Engineer Date: ******************************************* TO BE COMPLETED BY THE COUNTY AMOUNT PAID: /,a RECEIPT # :cs r'-' DATE:�� CHECK ,#:� CASHIER: Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com DATE: October 1, 1999 EAGLE COUNTY, COLORADO TO: Dorais Excavating FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit #1908-99, Tax Parcel #2383-231-00-001. Property Location: Woods Lake Ranch, Eagle County, CO., Pfister residence. Enclosed is your ISMS Permit No. 1908-99. 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. Also enclosed is the ISDS Final Inspection Completeness Form. The items on this form need to be completed before you call for your final inspection. Also, please note any special conditions which may have been placed on the permit. Do not back fill any part of the installation until it has been inspected. If all items are not completed, a reinspection fee of $42.50 must be paid before a reinspection is made. Please call our office well in advance to allow for scheduling of final inspection. Your building permit TCO will not be issued until final approval has been given for the ISDS Permit. 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 Enclosures: ISDS permit # 1908-99; ISDS Final Inspection Completeness Form Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com August 1, 2000 Art Pfister P.O. Box 11 Aspen, CO 81612 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1908-99, Tax Parcel #2383-231-00-001. Property location: 1899 Woods Lake Rd. #83, Eagle County, CO. Dear Mr. Pfister: 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, j�l/ , Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Informational Brochure Final ISDS Permit cc: files July 26, 2000 Ray Merry Eagle County Environmental Health Department P.O. Box 179 Eagle, CO 81631 Re: Kelso Residence Individual Sewage Disposal System — Woods Lake Subdivision HCE Project Number 99753.01 Dear Ray: On July 25, 2000, High Country Engineering, Inc. personnel observed the construction of the ISDS for the Kelso residence. in Woods Lake. Subdivision located in Eagle County, Colorado. One 1,000-gallon septic tank, one 1,000-gallon dosing tank chamber, and an approximately 27' x 18' infiltration mound had been installed, but no backfilling had taken place. Otherwise, the installation of the system was in conformance with the intent of the design. If you have any questions or need additional information, please contact us. Sincerely, HIGH CO TRY ENGINEERING, INC. Roger D. Neal, P.E. Project Manager RN Me, Cc: Suzanne Kelso 923 Cooper Avenue 14 Inverness Drive East, Ste B-144 Glenwood Springs, CO 81601 Englewood, CO 80112 phone 970 945-8676 • fax 970 945-2555 phone 303 925-0544 • fax 303 925-0547 SEP-01-99 NED 07,#J° fl'P °M^OUNTRY ENGINEERING - Ft X"' . 970 945 2555 P. 02 v t , ►talvurtli t'asvlak t�eotaehtat�sil, Inc. 50 0 VOUIRy hood 154 (An.11110 al 97 sori44S i:alurur►a art 41 Nteunus �l711.9JS•�9�iRPAX? M-946-8454 t��geo�htiA�tarah, cs�isa August 16, 1999 Suzanne Kelso c/o Art Ptfsti~r P.O. Box 11 Atpail, Colorado s1012 Sol) No, i99 609 Subject: ,Su Alit StUdy ant] 114-rcolation Testing, Proposed Cabin, Woods Lake, White i{aver National Forest, Eagle County, Colorado, Dear tlrts. Kelso; As reelucstcd by you, Hapwurth-Paawlatk (jeotechnic::ai Inc. Poriormed a. gubsott study and percolation ►casting fur fetutttlt1tiotl taild Maio dispo-IAI designs at the subject site, The study wars Coliducted ill t;o1 r it WCardAllco with oUr 'agreenwat for gcotechnical 011911100014 sarviIM to you dated August 2, 1999. The work scupa was amended to Ittc ludo pvccolation testing, The data obtala ud and our rc;cotattilendations are prowoted its this rcport, Evaluation of puteatisal geologic hazilyd impacts on the site are beyotui the, sled's of tills slarly, Prullo.ied C,on structiom Tho proposed cabin is under construction srW currently uoCt3ists of at uii4 story log ;atructuro aver ai c:rawisp,vzo. Doors ;sect windclws leave neat yet brcn illitatlled, '1114: foundation ConAiv of conorcte spread footings wad concrete block Win wafts, The proposcd septic; disposal systom will bo locatetl to the south of the ca bla tivross the: existing ctccoli road, tsubsurfrtct; ('011tllticatas: `l'itc sullsctrsacv condltioiis At the site wore evaluated by t Xcayaldngj htiald dug holes down 10 feaoting grR& ttt the fcstir ctlracrs of tills cabin, The sub-Wils encountse red tit the fo utiog grade consisted of sItty Santa atlid gravel, Pesufts of u gra daulon aliatysis tacrAirmcd un at sample of tltc saild and gravel (mintis 1 Va ilach traitt oo) obtained from tile stto i5 presented errs Figure t. No rrea water was otasrrved its the holoti tmd the Solis wove 11101st to very ttlolst. F u ndatlnta Recottttitundrations; Considering the coaditiom exposod iaa the; hand dug hole-� Atltl the typs: of collstructlon, spread rootings piaac od ou widisturbed mituratl sail do8ignod for art 4110wttble 9011 Naring pressure: of 2,000 psf should be aadccitt<tw for suflluirt of the cabin. rixterlor rooting should he provided with adequate soil cover above their bctariag! elevtttinuS for frost protection, Duo: to the caievation of the site, 9,4()t) feet, we recori mend frost protecWon on the, order of 481awhos, Backtill placed around dw struoture shotitd W +:ntnputed tend the surface graded to prevent ponding of wtttUr, Krcolaitlon'reiting: A profile pit and throo percolatiolt test holes were excavated at tho propcanW xeptie disposal site prier to our arrivW at the site. The subsoils exposed in the, prvf►le pit, below about, 2a/a feet of topsail, comists of fractured siitstone bedrock to the Md ZTO'oN T£:VT 66 41.6nu b�trE-5trt;,-Qz6:l�j Wo"oe 1atm�dUa-oQmda�{ Received Sep-01-99 07:43am from 970 945 2555 4 ENVIRONMENTAL HEALTH SEP-01-99 WED 07:62 AM HIGH COUNTRY ENGINEERING FAX NO, 970 945 2555 page 3 P, 03 .Suzanne Kulso August 16, 1999 Pago '2 h to tt1 pit depth of h feet, I'm water u observod in the pit at Fa depth of 5eh feet. Porcolation; to -It 11010 wort' lst"z.se3a v: Ciii At1 41 tt 3, 149y by et rept'esenttltlVc of the 4dicnt and testing wo perfor=4 by Ii-F Oeotevil on August 4, 1999. The percolation tast results the itimtaar!zed oil 1'able I, Dtiv to the Sh;tdiow hearock and groundwater Conditions, t~,agic County itiay rutloire that the ieptic disposal systwu be desigood by a civil cilgineor, 1,11(. re 4vtntta4neiations suhrtiittetd in this letter tiro halsecd ott our oNervattion of the soils e:XpoNed withill thU lttlricl elklg 1101e4 ut the lwllding corner,4 and ado not includc subsurface cx0at0rtttt0t1 tc1 M dttate dt4 SUNG `face conditions within the luttcded edopth of foundation Inf boned, 'I'11is sturdy k b sed on the assumption that soils boucath tite footings have cc oat of better support than those exposed in ttw haute dreg holes, 'Ylic rick of futlnt140oli tnoveuima may he areater than ladlcatcd in this report becalusq of possible variations in the subsurrAce conditions. In ordcr.tu ruvvat tho haturc and extent of vtirtutioas In the subsurfac; coatditions below the cxc:tvsrtion, drilling would be required, it li possdblu the dinar 0talaud by subsurthee exploration coulee c:hungo tlto 1 R4atntt'�+:ttcfatiatly uomaltwd in this letter, If there arc any tittestions or If the treaty bo Of furthor ussisti ice, nlcAse let us know, Sincerely, 14D.PWOR'CH - IaMYLAK 01;t3't'IMINIC.AL. IN('," atttavitrrtent cc It ttlgli Ci)untey Unginueriug - Atin! itoger NOW E4'd ZWON Z2tVT 66 ZT enu �SV8-SG6-046: 131 y001089 MV1MV61J0mdoH f HBPWOATH•PAWLAK GBOTECHN[CAL, M. TABLE t PERCOLATION TEST RESULTS JOB NO. 199 eag 110LE N0. P.1 Pn2 HOLE D60TH (INCH98) 48 47 3/4 ' z� LINO rK OF INURVAL 1MINI 19 water added -WATER, 04PTK AT VART OF INTERVAL 9 WATER DEPTH AT END OF MURVAL (INCH B8 7 DROP IN WATER LEVEL t C ES1 2 AVERAGS PERCOLATION RATE MiN.ttlY Hf 13 7 6 4 3L4 314 314 4 314 4 3 114 314 11 10114 314 10 114 8 pL 314 81i,, 2 8314 34 8 314 8 314 8 to 7 14 3t4 10 water adder! u -$.114 - .. � 31.14 2 t 3 314 2114 1 4 314 4 3/4 4 3 1!4 9 q 3114 2, 314 3 il►1 4 112 J114 1/2 3 3/4 314 3 3/�4 r 3 3 .. 21/�i 314 Z 114 1 112 P•3 CYiS'N!ltJtti•�;::hoc.Y$• 491/2 .. 1 water added water aOdad °iJih3S3V 71t2 0 112 3 w 3 3 q jt2 5 2 to ff 3 2 a 1 2 7 Q a Note., Pdrt O)a(lon (toles Word dvn gird soaked by Others on August 3, 1990, Tests wero 0artormeti on Aupst +1,, 1019, Tito .%vpr*CU rates ghgwn tirg bg0k}t1 vri the lost 3 reradin2e of each mt. Tlio lAroolatlon t4' 0 wero porformetj irr the trgdtul-ad ahulo bedrook. GO-4 T4" oN ££ ! trT 66 Z C 6nid VSV8-9b6-0Z6 i l3l 40e'089 �? (med4�-IOMCIOH IA MR. t MR 44 w id WN' ad I.4 YIN. 4 110J1 t WIN. 9940 A04 MR ASA J14 A` Uri Jo ft) Ills 0 I; 10 so 40 60 Ica 403 ." .010 AJV .014 1164 .30 Ago 1•ts tsi 4,16 cills 19A 37.6 76.2 11 102 =a 61AMETER Of PARTICLES IN MILLIMeTERS CLAY to sa•T Ows GRAW1 45 9 $AND 40 X SILT AND CLAY. 115 X uQuill Qml 11 x PLASticiry INOU x SAMPU, OF. Silly Sand and Gr4yol FROM, Hond Rug Halo at NorthweRt Corner of guilding ot Foatlhi; Geode ISO 609 11EIRWORTH PAWLAK 01WATION TEST RESULTS FIg. I GiEO're:cw(,'AL IN IA Z 04 F=W. 7 Z7. :7 VO'd PTO' ON Z2ttT 66 4T BnU i,ju6-,j!) iax it1-Doj-L31-uv-u%— Woods Lake Ranch PFISTER JOB NAME JOB NO. ZP-AMl- BILL TO DATE STARTED a 1"14& 1 DATE COMPLETED 1 1 DATE BILLED Sri --7 5-Z� c -AA� 4, u 10n q 4d'uzd-, JOB COST SUMMARY TOTAL SELLING PRICE TOTAL MATERIAL 4k fl, hn AY TOTAL LABOR '1�6 It INSURANCE SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 277 JOB FOLDER iJo6 l4vla Ills , lqq I Av 0 - P� t 44 Printed in U.S.A.