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HomeMy WebLinkAboutApplication- Permitf INDIVIDUAL SEWAGE DISPOSAL PERMIT )} PROPERTY Owner's Name I GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit R r 3 9 41 :t 109 8th Street Suite 303 Glenwood Springs, Colorado 81801 Phone (303) 945-8212 a P 1 F • ent Addresn 1113 Assessor's Parcel No. This does not constitute a building or use permit. Phone --9 ►6m RI&r -Tnrr A� NJ. Ca /�.C(jt�s-a-ri R System Location� � /^1/1 Legal Description of Assessor's Parcel No 2/ 6 ! — C JJ "r' —— 2V SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached LSI (.1A6' " ' Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements Other f 7 i Date :1) " 0 Inspector "iI\ AtQ1A. Gfrlialit4� RETAIN WITH RECEIPT RECO AT CONSTRUCTION SITE Corker I %2G.Z JCJ / *CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 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 ($500.00 fine — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT Ike- INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER Sherick, George - DG Construction, Inc. ADDRESS 0150 C.R. 126 Glenwood Springs CONTRACTOR Owner - Same as above PHONE 945-2719 ADDRESS PHONE PERMIT REQUEST FOR (x) NEW INSTALLATION ( ) ALTERATION (x) REPAIR 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: Near what City of Town New Castle Size of Lot 4.22 Ac. Legal Description or Address Lot 2 Adair Rippv Esemption, 31850 River Frontage Rd. WASTES TYPE: ( ) DWELLING ( ) TRANSIENT USE (x) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER—DESCRIBE See also Attached Letter. BUILDING OR SERVICE TYPE: Commercial - Storage Number of Bedrooms None: 4 - Toilets only Number of Persons 32 ( ) Garbage Grinder ( ) Automatic Washer ( ) Dishwasher AND TYPE OF WATER SUPPLY' WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 5 Miles Was an effort made to connect to the Community System? No A site plan is required to be submitted that indicates the following MINIMUM distances: Leach Field to Well: 100 feet 180 FT Septic Tank to Well: 50 feet 180 FT Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet 430 FT Septic System (septic tank & disposal field) to Property Lines: 10 feet 115 FT YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table 3 Test Borings to 22 Feet - No Water Encountered Percent Ground Slope 1.5% to 2% TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (x) 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: (x) ABSORPTION TRENCH, BED OR PIT ( ) EVAPOTRANSPIRATION ( ) UNDERGROUND DISPERSAL ( ) SAND FILTER ( ) ABOVE GROUND DISPERSAL ( ) WASTEWATER POND ( ) OTHER -DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? No PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes 4.4 per inch in hole No. 1 Minutes 7.4 per inch in hole No. 3 Minutes 6.1 per inch in hole No. 2 Minutes 16 per inch in hole No. 4 Name, address and telephone of RPE who made soil absorption tests: T. Carter Page, P.E. 35161 Gamba & Associates, Inc. 113 9th Street, Suite 214 Glenwood Springs, CO 945-2550 Name, address and telephone of RPE responsible for design of the system: Same as above 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 purposed 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 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 purposesiof issuing the permit applied for herein. I further understand that any falsification or misrepresentation mayt6dfnial of the application or revocation of any permit granted based upon said application and in le • : ,' -� "Aprovided by law. r� Signed /1I/ 1` 7,7 •rocDate PLEAS .. • W AN ACCURATEs_ •.' ! ¥4 ,yROPERTY!! a, Z GAMBA ASSOCIATES CONSULTING ENOI h LAND SURVEYORS INtItRIN• COM PHONE: 970/945-2550 FAR: 970/945-1410 113 NINTH STREET, SUITE 214 P.O. BOX 1459 GLENWOOD SPRINGS, COLORADO 131602-1458 Thursday, April 22, 2004 Andy Schwaller Chief Building Official Garfield County Building and Planning 109 8th Street, Suite 303 Glenwood Springs, Colorado 81601 Re: Sherick Individual Sewage Disposal System (ISDS) for the Commercial Building #2 located at 38150 River Frontage Road, New Castle, Colorado 81647. Dear Andy: Attached please find a two -sheet set of design plans for this system. Also attached are the Garfield County ISDS system application forms, and a print-out of the percolation test results. Please note that George Sherick, the owner will be stopping by tomorrow to pay the permit fee. As we discussed a while back, this septic system has been designed to accommodate some of the flow from the existing building #3. Please see the calculations on sheet 2 of the plans. If you have any questions, please do not hesitate to call. Sincerely, p 11I11IIf Gamba & Associat: • I 11µ.1NE1s1� �.�://f `/ 1 i int Page, .161 ; <e; . w :.D ` Enclosures: 2 -sheep Se, odesand stamped April 22, 2004. PercolatioWtestirestiIts worksheet. Cc: George Sherick, owner File: 03384-01 H:1033941PIw xm,S to GARCO.doc Sherick ISDS #2 — Plans Transmittal — Building #2 Thursday, April 22, 2004 Page 1 of 1 GAMBA S ASSOCIATES CONSULTING ENGINEERS & LAND SURVEYORS xx .x PHONE: 970/945-2550 Fax: 970/945-1410 113 NINTH STREET, SUITE 214 P.O. BOX 1458 GLENWOOD SPRINGS, COLORADO 81602-1458 Monday, December 13, 2004 Andy Schwaller Chief Building Official Garfield County Building and Planning 109 8th Street, Suite 303 Glenwood Springs, Colorado 81601 Re: Sherick Individual Sewage Disposal System (ISDS) for the Commercial Building #2 located at 38150 River Frontage Road, New Castle, Colorado 81647. Dear Andy: The above described ISDS system bas been installed and completed in substantial compliance with the two -sheet set of design plans dated and stamped April 22, 2004. In my opinion, the design drawings will adequately serve for as -built drawings. There remains only the encasement or relocation of the existing water service line to the existing building #3, at the extreme south-east corner of the parcel, and the removal or replacement of the existing yard hydrant with a sanitary -style yard hydrant. This work is detailed on the design plans of April 22'. The owners have informed me that this work will be done in the early spring of 2005. This office will inspect and review the work prior to it's being back-filled. If you have any questions, please do not hesitate to call. •,1111111.q... s` 0,0 1t6/,p � l, .,. •�. •; ap E A .•• f . Gamba & Associates, ISC:.` ' /i o �cA = 61 I*'- er Page, 1l. 3516%; - `•'••� i,,,, •f•1!!!! l I1111,,,`` Cc: George Sherick, owner File: 03384-01 Sincerely, H:18338.IBIIBudding 2 Flrol Approval - to GARCO.doc Sherick ISDS #2 — Final Approval — Building #2 Monday, December 13, 2004 Page 1 of 1 GAMBA & ASSOCIATES CONSULTING ENGINEERS & LAND SURVEYORS IN tin I NG.CGN WNW PHONE: 970/945-2550 FAx: 970/945-1410 • 113 NINTH STREET, SUITE 214 P.O. Box 1458 GLENWOOD SPRINGS, COLORADO 81602-1458 Monday, December 13, 2004 Andy Schwaller Chief Building Official Garfield County Building and Planning 109 8th Street, Suite 303 Glenwood Springs, Colorado 81601 Re: Garfield County Individual Sewage Disposal System (ISDS) at the Gimbel workshop on 002910 County Road 233, in Rifle, Colorado, under Garfield County ISDS Permit Number 3894. Dear Andy: The above described ISDS system has been installed and completed in substantial compliance with the two -sheet set of design plans dated and stamped January 28, 2004. In my opinion, the design drawings will adequately serve for as -built drawings. If you have any questions, please do not hesitate to call. Sincerely, ==R � ,••=„N,y f(' iii Gamba & Associates, Incl.' �wRT io?®c .rI 1 RE8''8j°. Cc: Gregory G. & Patricia Gimfiei, owners Matt Van Hoose, Contractor File: 04459 H:\ 03364\Ol\Buildmg 2 Final Approval - to GARCO.doc Gimbel Workshop - Final Approval Monday, December 13, 2004 Page 1 of 1 PERCOLATION TEST RESULTS FORM •HOLE Na DEPTH OF TEST HOLE - below ens' Round TIME TE TME INTERVAL TME INTERVAL pMl11 (FKV ROM OP o1 OP REALM DROP in WATER LEVEL DROP I6 WATER LEVEL PERCOLATION RATE (R) (m1110773 (mm) (mm) (Si) Veen (orches) (miMn) al • * 19,00 130500 323 33:10�QQ 005 50A34 009 1060 4.63 1129:¢9 003 3.0 3.28 004 0430 625 �i,:12/300 003 3.0 3.33 005 0600 See 13: 003 30 338 005 0600 5.00 0:03 3.0 9.43 0.07 0 540 3.57 003 30 3,50 0.05 0.600 5A0 19 003 30 3.53 0.05 0.600 5A0 1 MI 003 30 3.64 009 1080 2.78 EMPTY Hole 01 Pemola0n Rata' 4.66 42 1900 130700 1.98 13:1106: 0.04 4.0 2.03 005 0600 667 111400 003 3.0 3.04 006 0720 417 133700 003 30 2.13 000 0480 625 1310A0 ' 003 30 2.10 005 0600 500 539#: 0.03 30 236 006 0720 4.17 13 003 30 004 0480 6.25 ,539900 003 30 y 312 004 0480 6.25 E102*. 003 3,0 x.95 004 0.480 6.25 13 003 3.0 1y� 005 0600 5.00 003 3.0 t43 004 0.460 6.25 ' 12.411M 003 3.0 10 „, 0.04 0180 6.25 0.03 30 133 004 010 6.25 Lel.700 003 30 " .157 , 0.04 0480 625 131000 003 3.0 2.62 005 0600 5.00 13:53:01 003 30 1 000 0480 6.25 0736,0 003 3.0 _ 0.03 0.360 833 12.5300 003 3.0 3. 004 0480 6.25 140206 003 30 Hole 02 Percolation Rate: 6.06 NOTE Hole 03 w0 equipped with a percamW measuring In inches and tenths 0f Inches. a5 190 *3:1290 331E'W 003 3.0 0.750 4.00 511103: 003 30 7:80, 0 550 5.45 13:2101; 003 3 0 0.500 6.00 13',01.00 003 3 0 0.500 6.00 19 003 3.0 ,4.1V 0100 7.50 131000 003 3 0 Er 95 0 250 12.00 1513300 003 3.0 0.450 6.67 1300 003 30 5.30 0400 7.58 33M:A0, 0.03 30 4. 040 7.50 131300: 003 3.0 4. 0 300 10.00 13:4500 003 30 4.110'', 0600 5.00 I 134800 003 3.0 0.500 6.00 . 17:5100 003 30 ,'331.,, - 0250 12.00 13:5400 003 30 ,��yy33$ -' 0450 6.67 1337:0 003 3.0 , J3fy0 -, 0.300 10.0 C 140090 003 30 0300 1000 1a0300 0.03 30 1 2 •a H01003 - Percolation Rater7.64 Notes Percolation Tests At 02.803 were last 6indes of the percolation test hot deformed by on SUMay, Apr01861, 2004. The *ROM Percdetlm Rate' N 151e average prcolebon Me In 0e the bolded numbers N the Nr column. rep tant.d ISDS Cialalonll Papa l of .4,ll•il ntr u,Ig11' , .55ap61'sT,., PpT R e3.G �:/L i. •: • 8 ao of 03 pa z 80 oZ 7 111 am I/ S• sA 8'3 mar zo cPIy P r cog 401 y PI pm oZ �n CD 0 ttD�o% Nrz70cn011 V. A° ,Zi 0 O• . • Clair Cb Li? 11 0 tb o1Z •~'• O z M„23,217.00N DATION EASEMENT - SIDE AND REAR LOT LINES PROPOSED SEPTIC CLEANOUT 80 S3NI1 3I1d3S 03SOd0i2ld SONI?J08 191 (S)3loH 31130`Jd PERCOLATION TEST HOLES (//) S3NI1 1N31^13SV3 Sd3NNOD AldJdOdd m >c m X m X Dzz rm� n m- O 0z • z z cy)D m m 0 D 0 m X m m X m X 0 z m X N Z 0 c r D c r N N N N ti N fn N Z 0 V) x r r r O c r m N z O m 01 x c O m m 3A1VA LI31VM Z 0 NIVW N31VM 2 0 0 c r A 1 m a X r N cn N - O Z m Z 0 A O 2 1)crn A x n n x -1Z r T- 2 Z Z m 7 m m z m r m 0 m z 0 S89.29'f K 0 1 1 I I 1 I I 1 •••��n,un,,,,, ,, Atli° * 'o7. ..;• , • • c-. :�.Sr= .r: .:_ • a• ••c :t^'. • : —. DRAWING: SSIi Lgor-2. DIRECTORY: RACISM \ SHEET: 1 d2 I I PROJECT: 03304-01 1 I CHKD BY: di SCALE: 1' = 20' I I DATE: April 22, 2004 DRAWN BY: Mr Sherick ISDS #2 Site Layout - Bldg. #2 re‘ 411 G A M B A r ASSOCIATES ao of 03 pa z 80 oZ 7 111 am I/ S• sA 8'3 mar zo cPIy P r cog 401 y PI pm oZ �n CD 0 ttD�o% Nrz70cn011 V. A° ,Zi 0 O• . • Clair Cb Li? 11 0 tb o1Z •~'• O z M„23,217.00N DATION EASEMENT - SIDE AND REAR LOT LINES PROPOSED SEPTIC CLEANOUT 80 S3NI1 3I1d3S 03SOd0i2ld SONI?J08 191 (S)3loH 31130`Jd PERCOLATION TEST HOLES (//) S3NI1 1N31^13SV3 Sd3NNOD AldJdOdd m >c m X m X Dzz rm� n m- O 0z • z z cy)D m m 0 D 0 m X m m X m X 0 z m X N Z 0 c r D c r N N N N ti N fn N Z 0 V) x r r r O c r m N z O m 01 x c O m m 3A1VA LI31VM Z 0 NIVW N31VM 2 0 0 c r A 1 m a X r N cn N - O Z m Z 0 A O 2 1)crn A x n n x -1Z r T- 2 Z Z m 7 m m z m r m 0 m z 0 S89.29'f W,.,,,insn M.....C.... 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D �l 0 A nn m m 0 O Ojy pL.aro -4rp F D _y. y D =n A 0DO 3 _3 3.ti rxr,D 0 068Z I z z A o 3 P A N V1 m yWDD0 D F N mm W= W D y m m in 0 C > mA O > W A= 0 Z 0 0m p< P1 Am 0 Fp 0 r r m Z 0 X + A m r D N V1 -+ H D oZl ti= m • D N N Z 0 f 2 01 r Om O 0 my e! DD ^ F �O mA Ar -n N O D r D y 00 Z 0 XO • 000 ZV) m O m 0° = p m N y m j X D m N r A O 0 y ,, r<n x Z THE ABSORPTION FIELD IS CALCULATED USING O 3 lb I /® _ SHEET: 2 o12 I I PROJECT: 0338441 CHKD BY: di DRAWING: Shwa las-ten DIRECTORY: RASMAI \ SCALE: Not to Sods I DATE: April 21, 2004 DRAWN BY: rip k ISDS #2 ails #2 a 'f G A M B A A ASSOCIATES = V oa _4 1 91 pi in p0 ;! o$ -o a 1 3 r apin :z MQaa o Z 917 _� 91 m O •I0w e3 IWYn n 0 613 r DJ Za Q in SP Qa PI rit 330 � n ri 0 -'I VI PI C %! 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