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HomeMy WebLinkAbout01520 GARFIELD COUNTY BUILDING AND SANITATION DEPARTME NT • 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945 -8212 n This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT t,\ 2 , 0 a building or use permit. • Owner kkAsard M. & Margo Stapleton System Location 5097 - 214 Mi., New Castle _ Licensed Installer Gene Stanek r • � - Conditional Construction approval is hereby granted for a 7_S d gallon __ter_ Septic Tank or _ Aerated treatment unit, Absorption area (or dispersal area) computed as follows: Perc rate of one inch in / 3 _ minutes requires a minimum of 2 0c sq. ft. of absorption area per bedroom. Therefore the no. of bedrooms / x no sq. ft. minimum requirement = a total of .2- 0 sq. ft of absorption area. May we suggest: / CSP4CC e 2- 7,. -a k- n.b 2 F cxLy.p o r I � .e r = 209 c-4S r /Z`x X 3 c(eeP c $ r Date f ®� Z c t t t . Inspector f FINAL APPROVAL OF SYSTEM: o (' No system shall be deemed to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to cover• ing any part. / • /PDZ/ Gist %M NK - aiyoeulAh0 . Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground 1' surface. r' / Proper materials and assembly. 4 .14."1 Trade name of septic tank or aerated treatment unit. len 2 Adequate absorption (or dispersal) area. /6 /,vaaliZ$ O Set s/73 ' %rwun ,- o 2- Beaec t.:n Adequate compliance with permit requirements. 1 Adequate cornpliance with County and State regulations /requirements. Other ©A TT! 6: 07? Date 9 6 _ `�6 - - -- -- Inspector V ? -ke RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE '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. 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. 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 — 8 months In )all or both.). Applicant: Green Copy Department: Pink Copy • INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by County Official: OWNER n bwAaU A IA itc„o ms s; ApI ETcYV ADDRESS So9 Zink- Rip PHONE 954-22/-I(o - CONTRACTOR STAR4c C' Gai3St RUG to ADDRESS SILT , GZ> PHONE £ PERMIT REQUEST FOR: (X) New Installation ( ) Alteration ( ) 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: County C7,AIZFWFL-t Near what City of Town A)EvJ CASTLE Lot Size 4 AL Legal Description WASTES TYPE: (X ) Dwelling ( ) Transient Use ( ) Commercial or Institutional ( ) Non - domestic Wastes ( ) Other - Describe BUILDING OR SERVICE TYPE: laornc. Number of bedrooms OF) E; - t L c FT Number of persons ( —) Garbage grinder ( ) Automatic washer ( —) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ) well ( ) spring ( ) stream or creek Give depth of all wells within 180 feet of system: Pik If supplied by community water, give name or supplier: kVA GROUND CONDITIONS: Depth to bedrock: Depth to first Ground Water Table: 150' LOS Percent ground slope: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: - 527_ 1—Au—e> Was an effort made to connect to community system? 1J , 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? 'O o 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 4.s subject to such teens 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 al action for per - jury as provided by law. / - Date G C/( (1. ( ROC; Signed PLEASE DRAW AN. ACCURATE MAP TO YOUR PROPERTY 5O97 2%41-2:0 OLU SG p Re4v.k. 1-4 lc: 2, Nil ----- 24,2 2 1 : 5;C? Z �` " a - soli 3 All ^VLSI co — ID q RG e - --1- -{ + --1- f t f-+ - 1-4 -1 -1_ .J .1 .1 1.- 1- 4 --1 --1 _-4 _. 1- 1 1 I 1 _ ,, 1 , .f._ j 1 / s - 1 o — Page 3 PLOT PLAN AND DESIGN FEATURES: Include by measured distance location of wells, springs, potable water supply lines, cisterns, buildings, property lines, subsoil drains, lake, water course, stream, dry gulch and show location of proposed system by direction and distance from dwelling or other fixed reference object, and additional submissions in support of this application such as data, plans, specifications, statements and commitments. 7 4. Qo%f . Urrc2.i -i GISCELN p p rrY - 0 v / 7s ■ Q ZED vi ELL 31 .— 2 +4 Roar, — Page 4 :e GUEST HOUSE r MCC T � 7A. CONCRETE .o' •i.. SERER CLEAR OUT 4%, PVC SCuO s(S o[.ul Iws 4c SITE LAYOUT MC CAP FiNISH GRADE 5.2.0 ':: \ REMOV.&E CAP • visa al .oEI.iw Ka INSTALLATION ca°uxc OLIO 221 45 Sinn ROW COU°wc .' KKR axe 1=' ww • °enrzo Swo u= FOR w. BOTTOM OF BOSH is Int SEWER CI FAN OUT DETAIL, INSPECTION WELL DET ,s • ,I1 • «NERK XY,(5 - � 5LL Cw5PoL,lw wL AG�n4 G(R11 1 ). :ro 00,05 OE00 S S Of (cwx) xwu TAC llw s 70 CC oI PoSK 5. ;yw: , e(0NYS •x PERSONS/BEDROOM •75 GALLONS/PERSON/DAV IS \C k r 5(01 ANAVERAGE 1� PRE -w 0510E le' -r • MIRAGE • 225 GPO C0001 0E0ILATIw5 15 1.000 OALLOSIS. 1[ TANK ACCORDING TO .nao .o PER co 0 w - n s 1 - NASN.0 no. - PERCOLATION RATE - A xx5 '55 50. 1 1 Ili w PER co I5IN0 5000150050 FOR 555 R 'INFILTRATOR' S.5x5 • AREA OGIiON • (0.5).A [0.5 FOR BIOS rt —� • 5 75 O 0.5 m 53 .r1. R. s • 50 R Po CLAY 'S. I]' • e. s 50. so.r 1. PER ve55 - 5wl 5. n 11 L c,V01(D !RCN 5 ACCEPTABLE 4. VE0ICOLAR TRAFFIC IS PROHIBITED PR1011(5 THE FIELD. 5. CLEANOUTS ARE RED 1500 MP KL SEx05 MO AT LEAST EVERY 100 T ALONG 0. INSTAL WITHIN -FOOT w FINAL CRA0E. ML ALL ACCESS POINTS TO 7. LOCATIONS OF ALL COMPONENTS MAY BE V,R1E0 n5 NECESSARY AS LONG K ALL MIRIAM 01SI.KES AIO SLOPES WET THOSE REWIRED 5 Ppa10c POSITIVE DRAINAGE SURFACE WATER AWAY FROM AREA USING DRAINAGE 'WALES 00 A5 NECESSARY. INSPECTION 50.10 sxT. 5 ON 0 21. 21 . ION. w REPORT BY c.RF1u0 mINT. PERSONNEL. • 10. THIS e( OB NNOVl *T( 0110 00 PEWIT. O, 0FP1LINS. I i l y0 <nu1501ES 1 1 i i NATURAL RKeFp 0 0103E 0E0 s( (0. RARE unvRAUn XNle ci T ( O EL lx1N.,( 2. .CE POPS w' <x M[II, TO [Kx OTHER 10 ACHIEVE Ks1R00 LRET � u. I MIN. GONER A. PLATES 105E .mi Arz5 YWL SE SCREED IN PLACE AND uNUS Ix DCNED //' END 504(505700(15(5. I. O. RuN iii E D E POPw �: I w B w \ /� 55 0' •1 BU11w. w. eE LDV ,IXh \ \ c. msTPlWnw PIPE to BE IEMU 0N0 wrtL. s.K / DIST R11w K em. / \ / s IF SIDE WALL AREA ARONO PERIMETER AND KEEN PIONS OF V ITS. />//>a / / \ \ \/ \ \//\/\/ /2C E LP PROVER 70 lrc TOP OF SLOTS AND 'PALS' \,,, \ />a>, \ \ • \ \ />4‘,4>a// GR PIAn ACE TO K uSE0 i WLPwI o SIDES. SKIN RUN sAXO 000 LL TO. NISI M.V ANEI w ATE w . D NOT E MAUL 0 eED 5011014 IENEL AND RDULSRNEO o10 LARLE ROCNS x M (014 0 05 00 C 00( sE RvL(Lm 4. mAl fulR,lw YX11 (M) K5IC1ES w E KO WRING CONSTRUCTION. 0500x0 BED CROSS SECTION �TYP.), N 5 INSTALL INFILTRATOR N ACCORDANCE MTN MANUFACTURES RE000ME5DO)1w5. ' i I i 1 1. xT - TPAT0 UM1 -i.,uN KLL j(p 0.10. DATE REVISION BY STAPLETON GARFIELD COUNTY. COLORADO ' lDNDUAL SEWAGE WPGSIL SYSTEM N — CASKE C0LGI1ADO I II DES. CR. EILE ND. 5 H((1 I • 50911505 DR. NMS DALE )00.00 5097 -214 a 1 II \ -- .- • • QUE T HOUSE ERER SEPTC a SINK .o INN , 41\ A. P4 SG,O PIE SIAM CLEAN OUT BEE rTML SIPS 3.47 S �ZIS TE I ) NA I I . / —r PVC CAP FNMA MALE REMOVABLE LAP 1 .'x\ cur XOULN ,op r reit LNS,ALUna or Ri A' COUPLING SOUS PIPE PIPE R' Ar s.Mr BEND : • SEAM UNE cavua , , OOMO CAP r v.:. � BOi,W r TRENCH v 1� PK M SEWER CLEAN OUT DETAIL INSPECTION WFI 1 SET: A7S X.1.0. I • 0NERAL 10005 L 0 15.RKl ION SHALL BE IN ACCORDANCE R m 1N( Mn 1(0 :0.0 0010 H 420 00PARTNI Ge HEALTH (CCU.) 0EwIONS T I5 00 1 ty L I SEWAGE 1100005, 2. f KVERw wM L(R55/BLY •75 GALLONS/PERSON/DAY .Y i1 I _ I 0 WI W - AVERAGE .0. RA 1 225 • 5 000 4 0( " is 1.020 PRE-CAST CONCRETE TAW z17( IL NC TO 1 O 0 1 • jiRCOATION • u i PER Rummy • AREAREo (0.>( -* FOR USE 0 00R 0000' M AREA REWIRED • 0.0- 155 0 03 SO.07. u' • 1e.75 S0. FT. PER UNIT - 5 UNITS II J. 7IRw[S0001L Soil 000*457(O FROM 51•00 ACCEPTABLE' N CLAY AV 15 S S<LT 4wG 7RNI It 15 00011011EO 1M FIELD. IOJ R[EWWIRESEA ALL DS AND Al LEAST EVERY AI B. INSTALLTRI AS 00002140000 glNG ALL ACCESS POINTS TO BLTHiN In -0001 OF FINAL GRADE. a 7. LOCATIONS L CO(VNE0TS W V Y BE ARIL() As N(CE55AT LO NC LC AS OIx1uy w ALL AND SLOPES MEET THOSE REWIRED. O. PROVIDE PoS YE 0AI*N% w SURFACE RATER LTA7 IRw 50(4 USING DRAINAGE PONES AS NECESSARY. DE B. V •T M ION BASED ON REPORT BY M DIIELO COWiY PERS 4L. 00 MT M$ M[ 01.11000. 10 7016 B00 OBTAINED 176 WES NOT G AN zos Ra - W 7T PEIT r 1 C p T + COUNTY OFF awS. • 1. Eu(D RED CA SA NE Ix 0ANRAL eACNDU ylrso( AND LEVEL o(s TO ELIMINATE SMEARING. AR rILTM7I VE PLACE s1NEO BED AR E Np5 OF ',INFILTRATOR' CHN90a NEXT TO USN OTHER 10 A0N +J MN cG1(R (M, / I /' J •. END PLATES. Nia(1400, A<0 IN PLACE AK UNITS INTERL«.E0 I I I I • B. W oISTo,wTiw PI 10 IP PE CHANGERS RO a L*1TS. OMST0(AM ' [00001 00 1 A [V M WY BE L [0 TOGEIxER !OR ,/ a a C EN OS D s' // 6n!iecTION PIPE TO BE LEYEL AND Al APRNlnIW7ELY SANE III .// // a DErcN wEA RM PERIxR HO eE..[EN W5 w wI n I 4 / / / / / / / / / / / / mYE w.0500 ADER to Tm Tw N w A swn ArvD • RN N X Ix / / / AEL 70GI ROPER SUPPORT SIDES BANK RUN SAND PROPER T. ANC / / / / / / / / / / / / / r` L aR S I L T SO LS, BED BONCY LEVEL AND ROUGHENED N AVOID LARGE ROOK IN SACXI I ILLL MATE , 00 NOT USE %HEELED " NIRAT01 UNIT IM) VEHICLES ON THE _ MOUND RFD CROSS SFCTION (TYP.) IX 5. INSTAL INFILTRATOR IN ACCORDANCE RI�XAp0AGn0ES R(Cw +E0DAT1DN5. III I • 7.11150Cil wet .10xA. REEL I I0 N0. DATE REVISION 07 ii ND STAPLETOV GARFIELD COUNTY, CClgU00 90NOJAL 6EwACE DEPO16AL EMIEi I 6097 PEACH VALLEY ROAD - HEW CASTLE. CCLCMDO DES. CN, FILE NO SHEET T 50971SDS DR, HMS DATE 7n.no 5097 -214 O0 1 II