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HomeMy WebLinkAbout02070 t Y GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit .„ 2 0 7 0 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81801 Phone (303) 945-8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT a building or use permit. f PROPERTY 1 / Bonnie D. Rornysk ' 3210 CR 114, Glenwood Springs 928 -0657 1 Owner's Name Present Address /, Phone 1757 County Road 241, New Castle • System Location f Legal Description of Aise§so'6 Parcel No. , ' . - SYSTEM DESIGN . , Nor. T7I r /an..,' t. 4 f 21 RL,AM I y;,., . , 1 ° 5 ' 0 0 Septic Tank Capacity (gallon) Other C t.c' ^.,G: - ,' to 'r ( t¢::.r+ , i s W« -) , &''' , 6141, K5, ..:)7i77 A tvAY << ", Bit I /!) Percolatidn Rate (minutes/inch) Number of Bedrooms (or other) r., i ',.< ta-.., s Required Absorption Area - See Attached ( =' r N ' / ` � t 1' f- h c f5 f7 C' rY 'i ^) F u. t moo R. 4YO 4iO /l� /)NCAR et Tp,.t Nr- 1 ' f 47v 7 .mow C Special Setback Requirements: piz b 759 1 7 - D r te .*// /Y.5 Inspector /' .r / G cc �u' ` � � , FINAL S'S EM INSPECTION AND APPROVAL (as installed) Call for Ins ction (24 hours notice) Before Covering Installation • I a 'ystem Installer � u kgGG`r f, Septic Tank Capacity 2"../Q/)/ GAU NS Septic Tank Manufacturer or Trade Name IC,& ' b newt( Septic Tank Access within 8" of surface ✓ Absorption Area } ( 1 9 r k 70 ' 12 1,0 r--t r Absorption Area Type and /or Manufacturer or Trade Name - - r ) r ` I Adequate compliance with County and State regulations/requirements 40 Other - a . / . . _ _ . ir 1 " " 1 ' 1 Date • • Inspector` , //>' i nO lirr To3 RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 4 �� .0 'CONDITIONS: I/ r 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sti age D)$F�64a1 Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. \ i' - 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- nection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. 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 contained in the application of permit commits a Class I, Petty Offense (8500.00 fine — 8 months In jail or both). I Applicant: Green Copy Department: Pink Copy f 111 INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Application Approval by County O�fieial OWNER goA1N /E D •2,v�A. �K y QQ � t ¢¢,/y/vii_._'.." ADDRESS /757 Cg 24 / New (4s7f Go, PHONE 9fr 7 `^ � ( r�� o CONTRACTOR F f/ 100°4 ���'''III 0 , ADDRESS PHONE 14 PERMIT REQUEST FOR: ( ) New Installation ( ) Alteration (X) Repair Or Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes. (See page 4.) LOCATION OF PROPOSED FACILITY: County &7ftf - 6 D Near what City of Town /(/Ezi/ C4 5 E Lot Size 4' . 2 2 .4 C Legal Description S'Lt7 /oQ / 3 'To2v ,V S4 /1 5 /24 4 E 2/ WASTES TYPE: ( 7C) Dwelling ( ) Transient Use ( ) Commercial or Institutional ( ) Non- domestic Wastes ( ) Other - Describe BUILDING OR SERVICE TYPE: /e !/ D t/J T //g L Number of bedrooms 6 Number of persons 4 ( ) Garbage grinder (>G) Automatic washer ( ) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ") well ( ) spring ( ) stream or creek Give depth of all wells within 180 feet of system: 70 If supplied by community water, give name or supplier: nil el GROUND CONDITIONS: Depth to bedrock: Depth to first Ground Water Table: %Percent ground slope: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: I o u e Was an effort made to connect to community system?_ NIA TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ($) Septic Tank ( ) Aeration Plant ( ) Vault ( ) Vault Privy ( ) Composting Toilet ( ) Recycling, potable use ( ) Pit Privy ( ) Incineration Toilet ( ) Recycling, other use ( ) Chemical Toilet ( ) Other - Describe: FINAL DISPOSAL BY: ( ) Absorption Trench, Bed or Pit ( ) Evapotranspiration (;X) Underground Dispersal ( ) Sand Filter ( ) Above Ground Dispersal ( ) Wastewater Pond ( ) Other - Describe: __.� WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? Page 2 4 . SOIL PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer.) Minutes per inch in hole No. 1 Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No.___ Name, address and telephone of RPE who made soil absorption tests: Name, address and telephone of RPE responsible for design of the system: Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional tests and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposes of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations adopted under Article 10, Title 25, C.R.S. 1973, as amended. The undersigned hereby certifies that all statements made, information and reports submitted herewith and required to be submitted by the applicant are or will be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further under- stand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and in legal action for per- jury as provided by law. Date 4(22;e1-9 a7 / 993 Signed PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY Page 3 IP J ■ • I , I I �. -� j 660 (1 4 Vii• --- X kris = 87/, 7/7 I ottdi WI-ce2e- f-. AO 67 d (i z/Z) /2/ � 9 ?2o F 2 Sf32 y0 f / /too Y Tr-ertAi _ //O F Bet 1 / 3 2 Cl _ 03-1/1"( 11rr j n+&cL or & .1 _ /o -( 2 I II if --- - i 11, (10€-CAS e 1 II -(1 r ■ - Iti 0 i ti( O 1 i 4 / A% /S totryt .,. /./ ' ii 1 7 ef K 7 Vr9 . AD I I I, 2 7,;( 4 a H ' _ , n - 1 1 111-3 /6-x A, t li II t - / .,k 6 _ 2 // / ' k C- : 1 i 1 Joe' 7 9 -- i /Iiii y - j ',fro I'vi Go . , ; & 1 ._ I no mik A;( . i f i g.f_7' AY atiL k . j M AY 2ol993 21 � rte.- (- AFcFtap col) wry May 20, 1993 Mr. Michael Watts Garfield County Building Department 109 8th Street, 3rd Floor Glenwood Springs, CO 81601 RE: Homyak I.S.D.S., 1757 County Road 241 HCE Job No. 93004.06 Dear Michael: On May 18, 1993, High Country Engineering, Inc. personnel visited the I.S.D.S. site for the residence located at 1757 County Road 241 (East Elk Creek), and observed the site for the proposed I.S.D.S. and the associated profile hole and percolation test holes. The soil profile was mainly approximately four to five feet of very sandy soil underlain by gravels. There was ground water present in the gravels just slightly below the top of the gravel layer. The proposed absorption field location (just west of the house) could meet the required setbacks from the house, the property lines, and the creek. Based on scaling from the Flood Insurance Rate Map, the required 50 foot setback from the creek will contain the 100 year floodplain, therefore, the proposed field location is outside of the 100 year floodplain, as shown on the current Flood Insurance Rate Map (copy enclosed). We have enclosed calculations for sizing the bed, as well as a typical cross - section for the proposed bed. If you have any questions or need additional information, please call. Sincerely, HIGH COUNTRY ENGINEERING, INC. �o���uummuak lU.l� 1 ls::* °eau *:44,, thy P. Beck, P.E. : .o o F Ti • Prin ipal Engineer ' 20630 rr? • •LL6` A e • 3r EnB:rjh � ® es",... .p0 �. 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: 303. 945.8676 • FAX: 303. 945.2555 'ra` Job Titl S Job No. j ,1 q41° _/ / datendcdby date . ^ r ,-. Sub t page of / 4/eN SAX /.SO.S C€926 `�7 %. 2avm_5 - " 7 c i-Rjk ! ` Yh /N ./. 7 p.e4 G 4-f -crI e & ezi cov . . I..d» q r � . z..96 5.. ../., A x/27 ani- / / % / z Sit lir= s� 7 � e 1u. . l .oa �`-s -1 ....7 lc, Tit-tJt 11 till 1 . 5.....�� .... N 4 4 . ,9 -,vQ y 5o.1 — ° b q l') .. 1 C—Pr C oSS - ,CC,." (ver p SSE) - y2f$0/4. 2 ✓e 4 71 Pei .1 . ° /fiCS ,.. ,, /% s ' a ci- b Q A O P b. .. A p • a y 6a7 04,49 1 ... 9/�/N. 1/AT�1 So /(r F / E I . I 7 19. .. 2RS S �. ROunwRTE � < AJFCO 41..G./f6S 2NDy o I ' /u 0 V' /A/ A1��1/ ' P E € 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: 303 - 945 -8676 • 303 - 920 -3669 • FAX: 303 - 945 -2555 . g3oo4„ c 12 °L ' 7 F LIMIT OF STUD; rn e- i th t C t‘ ; I 1 4 SI h ••\ Get' I I EL NATION REFERENC REFERENCE ELEVATION DESCRII MARK (FT. NGVD) RM11 5549.06 U.S. Army Corps of Eng spike in a power pole west Castle; 75 feet east of the C RM12 5544188 U.S. Army Corps of Eng ` �7 spike in a power pole 35 1 i feet east from the dirt ro west- southwest of New Ca: • ZONE A RM13 5589.97 U.S. Army Corps of Eng spike in a power pole 15 Road 335 and 45 feet sot Alkali Creek about 1 mile 1 . To determine if flood insurance is available in this community, • contact your Insurance agent, or call the National Flood Insurance .28 P at (800) 638.6620. I I rIIIA 11 A PPROXIMATE SCALE IN FEET ■ t000 0 1000 IIIIIIIIIIIIII NATIONAL FLOOD INSURANCE PROGRAM I FIRM FLOOD INSURANCE RATE MAP GARFIELD COUNTY, COLORADO (UNINCORPORATED AREAS) 33 \ __ PANEL 1015 OF 1900 (SEE MAP INDEX FOR PANELS NOT PRINTED) _Ir• • . . 1 1 T. 5 S. `I COMMUNITY•PANEL NUMBER 080205 1015 B T.6 S. j MAP REVISED: J ANUARY 3, 1986 I a� ? lG 111111 Federal Emergency Management Agency 'Pi ! • • :. _T_ra1� . • _ . _ . A �JsG 1 1 �V +Sri w e • eft ` s tr Y Y s r d X r' i ]R'14. 7 t t s it r %A te• S • r ; f \ v k}. F, 8 r ; — ii "gli KCIMI:'?! lYtk�ibi/iFYia`L= r r t e .rf t 15 7k, 4 i rC °4 // M � al lL 1141 • ._v:- .,. WCA. ■■•■air rn\P ,‘ 4 AMILICINCIt,04 r •. s•■ . -�Inq. e. .` �... F' ` r r . y 7 w 1 ti; aym vuii i I W ii ihu iio Wp I aY �, . �, 'el .a...... i �.... : 704 tanterr r x d y ��.' "? _.,?...404.;,4 , / , i.:;1-:: gar 1 -. 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Wl a Jlrvvil.!.'. 15 8 INVOICE D -PLUS ENTERPRISES Phone: 303/927 -3431 Dreager Excavation FAX 303/927 -3996 P.O. Box 1000 Basalt, CO 81621 Date: 6/4/93 TO: BONNIE HORNYAK Job: SEPTIC SYSTEM Loc: BID EQUIP DESCRIPTION N UNIT RATE TOTAL BALANCE 0.00 0.00 TRUCK D6 TS HAUL 2.00 HRS 50.00 100.00 100.00 3/4 SCREENED ROCK 13.80 TON 5.65 77.97 177.97 TRUCK D4 LB HAUL 7.50 HRS 50.00 375.00 552.97 3/4 SCREENED ROCK 45.22 TON 5.65 255.49 808.46 LABOR DB INSTALL SEPTIC 7.50 HRS 22.00 165.00 973.46 LABOR RH BUILD LEACH FIELD 10.00 HRS 22.00 220.00 1,193.46 LASER 1.00 DAY 85.00 85.00 1,278.46 SKIDLOAD GM MOVE IN 1.00 HR 60.00 60.00 1,338.46 HOE 4 GM LOC TANK,EXC FOR NEW 0.00 1,338.46 TANK & BED, BACKFILL 7.50 HRS 90.00 675.00 2,013.46 LABOR GM LAY PIPE 2.00 HRS 22.00 44.00 2,057.46 SKID LOAD RS BACKFILL 9.50 HRS 60.00 570.00 2,627.46 MATERIAL 1,526.67 4,154.13 4" PERF PIPE 180.00 FT. 4" SOLID PIPE 180.00 FT. 4000 GAL TANK 2.00 EA RISERS FILTER CLOTH 1040 SQ.FT MISC. CONNECTORS NOTE: Sale of material takes place and title of goods transfer at retail place of business