HomeMy WebLinkAbout9019 Colorado River Rd - 186134400019EAGLE JNTY DEPARTMENT OF ENVIRONF, TAL HEALTH Box 811 6th & Broadway ?ERMIT MUST BE POSTED ON PROPERTY Eagle, Colorado 81631 PLEASE CALL FOR FINAL INSPECTIOT PERMIT �� 282 (this does not constitute a building or use permit) Owner Michael Olshove System Location Colorado River Road - 7 mi. No. of Dotsero Licensed Contractor Western Builders, Box 277, Silt, Co. 81652 * Conditional Construction approval is hereby granted for a 75o gallon XX Septic Tank or Aerated treatment unit. Absorption area (or dispersal area) computed as follows: Pere rate 6 inches in 30 minutes 350 sq. ft. absorption area per bedroom 175 # of bedrooms 2 x 175 sq. ft. minimum requirement May we suggest 350 sq. ft. of drainage field (minimum) C f Date 7 jiily 1978 Inspector FINAL APPROVAL OF SYSTEM: No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to covering any part. S c Tank cleanout to within 121, of final grade or aerated access ports above grade. /Proper materials and assembly. uqate absorption (or dispersal) area. quate compliance with permit requirements. Adequate compliance with County and State regulations/requirements. 1 Inspector `— Date �� �— RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE *CONDITIONS: 1. All installation must comply with all requirements of the County Individual Sewage Disposal Regulations, adopted pursuant to authority granted in 25-10-104, CRS 1973 amended 25-1-614, CRS 1973 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 structures not approved by the building and Zoning office shall automatically be a violation of a requirement of the permit and cause for both legal action and revocation of the permit. 3. Section III, 3.24 requires any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications con- tained in the application of permit commits a Class I, Petty Offense ($500.00 fine - 6 months in jail or hnth ENVIRONMENTAL HEALTH P.O. BOX 811 PERMIT NO. EAGLE, COLORADO 81631 PERMIT FEE $25.00 APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT NO 530 Name of Owner: .�N Phone: Address of Owner: f ��s /1 5,Po "GQ Is facility within boundaries of a city/town or sanitation district? Distance to nearest sewer sy., Location of Proposed System: Legal Discription: LQG11' � �-�y U Type of Structure: Single Family Dwelling (,X ) Other: No. / B drooms 'moo for / Y Water Supply: Private Well (�( ) Location: *`�Z Distance Fro leach field: Size of Lot: 3s> ,e "Public Water Supply: An appropriate plat plan must accompany site inspection for this application showing required information. (See attached sheet.) The individua] sewage disposal system will be constructed and installed in accordance with the regulations governing individual sewage systems within Eagle County, and shall comply with House Bill 1553 CRS 66-14, 1973. Payment shall be made to the Eagle County Treasurer. Permit, upon approval of this application, may be obtained at the Eagle County sanitarian's office. Appointment for final inspection must be made prior to construction by contacting the inspecting sanitarian. [Phone 328-7718 between 8:30 and 9:00 AM.] Refer to permit number. No approval will be given on any system without final inspection. Name, address, and telephone of person responsible for design of systeV/ The undersigned acknowledges that the above information is true and that false information will invalidate the application or subsequent permit. SIGNATURE OF APPLICANT: Date: (This application becomes invalid 6 months from above date.) 2-6,V 3 (6 gOV,5 v HEALTH DEPARTMENT USE ONLY j Off / A d Prr- -Z�- _ _ _ C _ . Percolation Information: Tank Capacity: Absorption Area: REMARKS: gal. (minimum) Sq. ft. (minimum) APPLICATION IS: APPROVED ( ) DENIED II'l 1Z) Permit No._ Fee Receipt: File: The above individual sewage disposal system was installed by AND HAS BEEN INSPECTED AND APPROVED BY A REPRESENTATIVE OF THE EAGLE COUNTY HEALTH DEPT. Date: Sanitarian: W,,;r-1 & , • — - Ili / i • _ •� '_• —' A Inc. Consulting Engineers Land Surveyors 204 8th St. • Glenwood Springs, Colo. 81601 303-945-8664 144 West 4th St. • Rifle, Colo. 81650 • 303-625-2740 July 6, 1978 Mr. Erik Edeen, Sanitarian Eagle County, Colorado Eagle, CO 81631 Dear Erik: We have performed a percolation test for Mr. Danknich of Western Builders on Tract 37 of Section 34, Township 3 South, Range 86 West. The building site is located on 35 acres as shown on the attached site plan. Percolation test results at points A and B were as follows: POINT "A" 6/30/78 Time Elapsed Time Fall Perc. Rate (minutes) (inches) (min./inch) 3:45 P.M. 5 0.87 5.6 3:50 5 0.75 6.7 3:55 5 0.88 5.7 4:00 5 0.75 6.7 4:05 5 0.75 6.7 4:10 5 0.75 6.7 4 : 15 Average rate= 6.3 3 : 5 2 5 1.0 5.0 3:57 5 1.0 5.0 4:02 5 0.75 6.7 4:07 5 0.88 5.7 4: 12 5 0.63 7.9 Robert A. Wamsley LeRoy E. Tobler 7456 West 5th Ave.Gary S. Berschauer Martin S. Oldford Denver, Colo. 80226 4'."A Dennis 0. Bradley Raymond L. Baldwin 303/232.6050 Robert D. Scarrow — Special Consultant Mr. Erik Edeen Page 2 July 6, 1978 4:17 5 0.88 5.7 4:22 Average rate= 6.0 We are not aware of the size of the dwelling or number of bedrooms, but the field should be sized for 125 square feet of absorption area per bedroom based on P.H.S. Manual 526. Sincerely, Mom- 44 _ Martin S. Oldford, P.E. IV MSO/tao S. ®� ly OSTF;,�F� 0060 SCARROW & WALKER / K.K.B.N.A., Inc. IL \ EXI1BIT B A parcel of land in Tracts 37 and 39, Section 34, Township 3 South, Range 86 West of the Sixth Principal Meridian according to the Independent Resurvey of said Township and Range approved by the U.S. Surveyor General in Denver, Colorado, on May 5, 1923; said parcel of land being more particularly described as follows, to -wit: Beginning at Corner No. l of said Tract 37; thence, along the Northerly line of said Tract 37, West 1105.59 feet to a point on.the Easterly right of way boundary of the Denver and Rio Grande Western Railroad; thence following said rail- road right of way boundary: S. 16054' E. 631.30 feet; thence 151.31 feet on a curve to the right having a radius of 8669.36 feet, the chord of which bears S. 16024' E. 151.31 feet; thence 672.34 feet on a curve to the right having a radius of 3894.83 feet, the long chord of which. bears S. 10057117" E. 671.51 feet to a point on the Northerly line of said Tract 39 from which Corner No. 1 of said Tract 39 bears S. 89057123" E. 460.79 feet distant; thence, along said tract line, N. 89*57.23" W. 25.14 feet; thence 88.0 feet on a curve to the right having a radius of 3869.83 feet, the chord of which bears S. 05023'51" E. 88.0 feet; thence, departing from said railroad right of way boundary, East 756.16 feet to the Easterly line of said Tract 37; thence, along the Easterly line of said Tract 37, N. 0028' 35" E. 1496.10 feet to Corner No. 1 of Tract 37, the point of beginning. Also, beginning at a point on the Westerly right of way boundary of the Denver and Rio Grande Western Railroad from which Corner No. l of said Tract 39 bears S. 89057'23" E. 586.51 feet distant; thence following.said railroad right of way boundary: 637.49 feet on a curve to the left having a radius of 3769.83 feet; the chord of which bears N. 11°03'19" W. 636.73 feet; thence 149.13 feet on a curve to the left having a radius of 8544.36 feet, the chord of which bears N. 16*24' W. 149.12 feet; thence N. 16054' W. 468.83 feet to a point on the line between Corner No. 6 and Corner No. 7 of Tract 56 of said Township and Range; thence, departing from said railroad right of way boundary South 1216.34 feet along said tract line to the position for Corner No. 6 of said Tract 56 (this point falls in the 1 0- . -_•7 c. ai itci -% -> >!C't-r--y✓, - ... 7r• _ . _u �._ Y s ,4•,y.6111 - - - --- ---- goCOW s70. v31r'_L S3 31tiW3t11 •04 vA3 W l.f: J `)�%Z' 1 s v I0 �c �..._. 10918 0 0 's8ui�d oomua , anuany anclp 5191 ? an0010 -3 IaeyalW 4, • ,0 ` N� �G 7'� •yf [may. r, -N �. �1: a::•fj .'O .ref ? 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COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS % OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 ®o NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS, 01471 JOB FOLDER Printed in U.S.A. 4/26/13 Eagle County Government Mail - Septic alteration �•..+h.Gcac)8Ie Aild EAGLE COII Septic alteration Terri Vroman <terri.vroman@eaglecounty.us> To: Shane Vorous <gbiinc@hotmail.com> Terri Vroman <terri.vroman@eaglecounty.us> Wed, Apr 10, 2013 at 12:53 PM Shane, Back in March I received a set of plans for a septic system located at 9019 Colorado River Rd with a note attached detailing the steps needed to apply for the septic permit. Please advise us of the status of this project. I have attached a septic application in case you are ready to start working on the septic. Also, I have attached an Installer license application in case you needed that as well since you will not be allowed to work on septic systems in Eagle County without a valid license. Thank you and if you have any questions please feel free to call 328-8755 or email us at en\Aronment@eaglecounty.us Terri Vroman Environmental Health Administrative Technician 590 Broadway P.O. Box 179 Eagle, CO 81631 (970) 328-8755 Office (970) 328-8788 Fax terri.\/roman@eaglecounty.us "People will forget what you said, people will forget what you did, but people will never forget how you made them feel" Maya Angelou 2 attachments Cleaner_Contractor_Application. pdf 30K ISDS_Permit_application.pdf 37K Stacey Vorous <gbiinc@hotmail.com> To: Terri Vroman <terri.woman@eaglecounty.us> Terri, Tue, Apr 16, 2013 at 4:12 PM Yes, we did hire LKP to design an updated system but do not yet have a start date as we have to save up some funds for the project. (we just got home from a very sudden adoption opportunity so, our family is growing and our checking account just shrunk signifigantly!:)We are hoping sometime late summer and will surely apply for all permits prior to initiating the work. Thanks, hftps:Hmail.g oog le.corrdmai I/u/0/?ui=2&i k=30478a9c52&\Aevw pt&search=i nbox&th=13df54cl d6d8a5Ob 1/2 4/26/13 Stacey Vorous Eagle County Government Mail - Septic alteration From: terri.woman@eaglecounty.us Date: Wed, 10 Apr 2013 12:53:58 -0600 Subject: Septic alteration To: gbiinc@hotmail.com [Quoted text hidden] hftps:Hmail.g oog le.corrdmai I/u/0/?ui=2&i k=30478a9c52&\Aevw pt&search=i nbox&th=13df54cl d6d8a5Ob 2/2 LKP ENGINEERING, INC. P.O. Box 2837 Edwards, CO 81632-2837 (970) 926-9088 PERCOLATION TEST RESULTS Client:Shane & Stacey Vorous 9019 Colorado River Road Gypsum, CO 81637 Location:9019 Colorado River Road Gypsum, Eagle County, Colorado Project No. : 13-2848 For Main House P-1 P-2 P-3 T IM E /D E P T H 1 9 -6 /1 6 "2 5 -1 4 /1 6 "2 2 -8 /1 6 " 1 1 :5 0 am 8 -2 /1 6 "-1 3 -9 /1 6 "9 -1 1 /1 6 "- 1 2 :0 0 p m 9 -1 1 /1 6 "1 -9 /1 6 "1 7 -8 /1 6 "3 -1 5 /1 6 "1 5 -1 /1 6 "5 -6 /1 6 " 1 2 :1 0 p m 1 0 -8 /1 6 "1 3 /1 6 "1 8 -1 5 /1 6 "1 -7 /1 6 "1 7 -3 /1 6 "2 -2 /1 6 " 1 2 :2 0 p m 1 1 -4 /1 6 "1 2 /1 6 "2 0 -1 /1 6 "1 -2 /1 6 "1 8 -1 1 /1 6 "1 -8 /1 6 " 1 2 :3 0 p m 1 1 -1 5 /1 6 "1 1 /1 6 "2 1 -2 /1 6 "1 -1 /1 6 "2 0 -1 /1 6 "1 -6 /1 6 " 1 2 :4 0 p m 1 2 -9 /1 6 "1 0 /1 6 "2 2 -2 /1 6 "1 "2 2 -6 /1 6 "2 -5 /1 6 " 1 2 :5 0 p m 1 3 -4 /1 6 "1 1 /1 6 "2 2 -1 5 /1 6 "1 3 /1 6 "1 5 -2 /1 6 "A d d W a te r 1 :0 0 p m 1 4 "1 2 /1 6 "2 3 -1 0 /1 6 "1 1 /1 6 "1 7 "1 -1 4 /1 6 " 1 :1 0 p m 1 4 -1 1 /1 6 "1 1 /1 6 "2 4 -5 /1 6 "1 1 /1 6 "1 8 -1 1 /1 6 "1 -1 1 /1 6 " 1 :2 0 p m c o llap se d 2 1 -1 5 /1 6 "A d d W a te r 1 9 -1 2 /1 6 "1 -1 /1 6 " 1 :3 0 p m 2 2 -1 2 /1 6 "1 3 /1 6 "2 1 -5 /1 6 "1 -9 /1 6 " P E R C R A T E 1 4 M I N /IN C H 1 4 M I N /IN C H 7 M I N /IN C H AVG PERC 12 MINUTES PER INCH A ve r ag e P e r c o la tio n H o le D ia m e te r : 1 0 " H o le s D u g an d P r e so a k e d : 2 /1 5 /2 0 1 3 T e st R u n : 2 /1 6 /2 0 1 3 S o il P ro file :0 -1 .5 ' O r ga nic s a nd y s ilt w ith ro o ts 1 .5 '-8 ' L igh t b r o w n, silty sa n d N o g r o u n d w ater en co u n te r ed O b se r ve r : K iril P e tro v ski CA 0 O m D z v n O z 0 m u i y XO 0 2 .. co jo C m O 0 r� D D z -u v=_ 0n Or z C C =dA z 0 07 r� T IT IT i ii 0 z A tj m 01 A 2 • <Mr L,�;c v�r<*m A c� s� 2 C 3 (7 bd 7K m� W � D � Z d v D O C 0 Cn D z 0 D Z7 0 2 D W m m W D bd r 2 m G1 m D m (7 0 m ail Z --0 0 Cn � X C) -71 --A O O m C 00 CJ1 2 r m m O i=0 2 G) m z C)X0 00 O Z Z D --iz mNo O <N U� z `2 O � 2 O O i N z r m D m z td 0 m i A b I \ I \ I \ I \ I \ I 1 I I I � I / 1 ' I / 1 m \\ I I '—I I I C 1 I n / ~ 7� [j ;;u bd zFl��z / % N Ej D / o m/ o z tj / r / 00 FT 1 �--� I —I C3 �i 0 / / / /' ,' /' iV L=J /' //' C y D < CD 3 T 0 � c• � _ �+ CD r ED n CD O O ID T r O 0 m :3S 0 CD CD 0 3 3 CD 0_ 5' CD C 0- CD -p Z o CD o u0i �• N LO II N J =3. 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'O p N O O O 7 S CO) o O o a m 3 3 — t0 Cn o 1+ A S� C (� fD 7 Cn II '+ ' O a Q 3 � CD y Q O Cn =r f a X O ? 0 .+ cn � o 3 g o �4 � o CT 3 0 o a m Q. N °O 7 0 3 d (D 0 CD m SEPTIC SYSTEM DESIGN 9019 COLORADO RIDER ROAD PARCEL N0. 1861-344-00-019 n C. EAGLE COUNTY, COLORADO P.O. Box 2837 Edwards, CO 81632 tel (970) 926-9088 www.lkpengineering.com PREPARED FOR: SHANE AND STACEY VORO US h i* Q o < , V r NO. I DATE I DESCRIPTION