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HomeMy WebLinkAbout02327 ,; ., o wz , 7 4 , 7 VIVVI .; x+ '9ieia :41: U 4% 41;141 F Wrr4"?7rr^ v:.. v w _ , • y 1 1 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit N:., 2 3 2 7 t E 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, Colorado 81601 Phone (303) 945.8212 1 0 } t This does not constitute 1 I' a building or use permit. { E INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name Jim & Brenda 8lappey Present Address 1795 245 Road, New Castle phone_ 984 -0801 i 1795 245 Road, New Cantle System Location w' Legal Description of Assessor's Parcel No. k SYSTEM DESIGN 1 TO / i ` 4 0,1 Septic Tank Capacity (gallon) Other ,.;"i / / . a y %c` ff c, 3 ; R9 / /. c ' ■ L Percolation Rate (minutes /inch) Number of Bedrooms (or other) ` Required Absorption Area - See Attached r- r 7 f i t \ : • d 4 ".1' • t • ,- J r Special Setback Requirements: 1 Date / .. •/ f - 7 • , Inspector � ._. I 2 .f. 1 e.." L I. a FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation r System Installer _ - i f , I � Septic Tank Capacity / r 0,0 yp p Septic Tank Manufacturer or Trade Name (' a ji4 M 4 Septic Tank Access within 8" of surface 7 F S 5 If o V Absorption Area _ ` 6 7 I ' 1 Absorption Area Type and /or Manufacturer or Trade Name _C , 0 �v T ! ! a- %/Z /I7t S ✓I / / Gti a Adequate compliance with County and State regulations /requirements ' L _S 0z Other a - Date /a / - c/ 9 Inspector < - . r a ;: .. , — p i RETAIN WITH RECEIPT RECORDS AT CONSTR CTION SITE S I *CONDITIONS: 1 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter s '' 25, Article 10 C.R.S. 1973, Revised 1984. pp II 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Con- 1 Oction 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. 1. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves eknowing and material variation from the terms or specifications contained in the application of permit commits a Class I, Petty Offense ($500.00 fine — $ t months in jail or both). a M • 9 If Applicant: Green Copy Department: Pink Copy 't Application , INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by /� County Official: OWNERW/ - 0/ES /j / / &#P' i _52/4/ ADDRESS/79T- ?i Jr ✓ Q 6 S /�A•� oil CASTLE <a �' /6f�7PHONE �/� - 080/ CONTRACTOR_ SELF _. ADDRESS PHONE PERMIT REQUEST FOR: VI. 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 q- -4R/' /EL-D Near what City of Town /V C/95TLE /� ,' Lot Size //2.- //cc__ Legal Description 97774C/f6/7 EX H /T� / T ,A — WASTES TYPE: ( Dwelling ( ) Transient Use ( ) Commercial or Institutional ( ) Non- domestic Wastes ( ) Othe Describe _ BUILDING OR SERVICE TYPEJ/A/Ej/ �p/fl /L.y Number of bedrooms 3 Number of persons 2- (pC) Garbage grinder (tK) Automatic washer (PC) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (S.,) well ( ) spring ( ) stream or creek Give depth of all wells within 180 feet of system: N°14/ If supplied by community water, give naive or supplier: /0 GROUND CONDITIONS: Depth to bedrock: — Depth to first Ground Water Table: Percent ground slope: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 2 Mars Was an effort made to connect to community system? /10 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 ( ) Underground Dispersal ( ) Sand Filter ( ) Above Ground Dispersal ( ) Wastewater Pond QC Other - Describe: /NF /677f47D/t WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? if/o ' JAMES H. SLAPPEY . 1725 245 ROAD a sw ( u 1 t1�A • _Pann. 9 _ _. 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 pernift.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 sane for purposes of issuing the permit applied fors herein. 1 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 044/ Signed 1 , 7 ; 7 0•-•-e-.--- d �.._ PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY JANIESIttgra Zasr 2�a /79J-- zYY XZ) yaw a° ' °A' i�' ..' 4161 eAsrLF 6 o 2,1 `r 0 a • OT 1 N N N SR 1 _ , /E4„) Cff 577.E -- ti F - Page 3 Al 4 \ l (e- , -sa 11.‘a0 I St It - - 2 y5 - g fir„ 511. - a---f ) it 3 CP 134 6-Y' / !y rssanrs .a to p l � 'Y< " OM 00 SIM ( CO Q 444% EXHIBIT A A PARCEL OF LAND SITUATED IN THE E1 /2NW1 /4 OF SECTION 25, TOWNSHIP 5 SOUTH, RANGE 91 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING EASTERLY OF THE EAST ELK CREEK CENTERLINE AND SOUTHWESTERLY OF THE SOUTHWESTERLY RIGHT -OF -WAY OF COUNTY ROAD NO. 245 IS MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTH QUARTER CORNER OF SAID SECTION 25, A REBAR AND CAP IN PLACE; THENCE S. 18 DEGREES 57' 53" W. 1212.03 FEET TO A POINT ON SAID SOUTHWESTERLY RIGHT -OF -WAY, ALSO BEING A POINT ON A LANE CENTERLINE, THE TRUE POINT OF BEGINNING; THENCE LEAVING SAID RIGHT -OF - WAY, S. 60 DEGREES 06'03" W. 663.57 FEET ALONG SAID LANE CENTERLINE; THENCE S. 55 DEGREES 41' 19" W. 85.29 FEET ALONG SAID LANE CENTERLINE TO A POINT ON THE CENTERLINE OF SAID CREEK; THENCE ALONG THE CENTERLINE OF SAID CREEK THE FOLLOWING COURSES AND DISTANCES: N. 25 DEGREES 26' 55" W. 101.86 FEET; THENCE N. 40 DEGREES 46' 03" W. 39.65 FEET; THENCE N. 15 DEGREES 07' 25" E. 232.64 FEET; THENCE N. 63 DEGREES 27' 45" E. 211.82 FEET; THENCE N. 11 DEGREES 23' 24" E. 70.20 FEET; THENCE N. 38 DEGREES 27' 30" W. 86.80 FEET; THENCE N. 64 DEGREES 52' 37" W. 161.99 FEET; THENCE N. 34 DEGREES 29' 28" W. 90.40 FEET' THENCE N. 15 DEGREES 06' 27" W. 167.31 FEET; THENCE N. 15 DEGREES 25' 51" E. 69.40 FEET; THENCE N. 39 DEGREES 39' 52" E. 131.00 FEET; THENCE N. 14 DEGREES 26' 17" E. 201.28 FEET; THENCE N. 09 DEGREES 24' 53" W. 123.56 FEET; THENCE N. 10 DEGREES 53' 28" E. 124.04 FEET TO A POINT ON THE SOUTHWESTERLY SIDE OF SAID COUNTY ROAD RIGHT -OF -WAY; THENCE LEAVING SAID CREEK CENTERLINE, ALONG THE COUNTY ROAD RIGHT -OF -WAY, THE FOLLOWING COURSES AND DISTANCES: N. 87 DEGREES 34' 23" E. 12.96 FEET; THENCE 137.84 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 161.94 FEET AND A CHORD OF WHICH BEARS: S. 68 DEGREES 02' 36" E. 133.71 FEET; THENCE 374.50 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADUIS OF 442.14 FEET AND A CHORD OF WHICH BEARS: S. 19 DEGREES 23' 39" E. 363.41 FEET; THENCE 331.43 FEET ALONG A CURVE 70 THE LEFT, HAVING A RADIUS OF 496.42 FEET AND CHORD OF WHICH BEARS: S. 14 DEGREES 15' 18" E. 325.30 FEET; THENCE S. 33 DEGREES 22' 53" E. 104.36 FEET; THENCE 41.55 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 800.55 FEET AND CHORD OF WHICH BEARS: S. 34 DEGREES 52' 05" E. 41.54 FEET; THENCE S. 36 DEGREES 21' 18" E. 143.91 FEET THENCE 187.87 FEET ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 622.38 FEET AND CHORD OF WHICH BEARS: S. 27 DEGREES 42' 26" E. 187.16 FEET TO THE TRUE POINT OF BEGINNING. COUNTY OF GARFIELD STATE OF COLORADO JA ' H SLA 215 ROAD r N � OM CO 501 / /� �. E/Y f/ 73// JAMES nit s � s i�o - EY THE 1llM C O3)984 0a 61847 (803) 684-080, fl ; u:lat.i SEPTIC SYSTEM INSTALL • TION INSTRUCTIONS 0 Excavate and level 3' wide trenches. Lj Screw closed end plate In downstream end of last unit to hold In place. NO1E: For serial distribution, or to loop the © Prepore trench bottom and sides In accordance with trenches together, use an open end plate at the down- state and local regulations (Infiltrator Systems recommends sheam end of the trench, and run 0 pipe from the opening raking sldewa!! and bottom Infiltrative surfaces to eliminate to the next trench. smearing) i, FIII side wall area to © Screw splash plate on bottom of open end plate. top of slots with native soli Y, _ 'Wolk" fill Into place to y D Screw open end plate into Inlet end (without Interlocks) give proper support of dt f 11 of first INFILTRATOR'" chamber with splash plate extending skies. THIS IS VERY _ into unit. IMPORTANT TO ACHIEVE ri' • ' -,'� - , RILL STRENGTH. V t4 ED Bockfill to a minimum , of 12" of cover alter -_4 compaction and settling ;? I for H -10 units and 18" for � ' > 11.20 unlls. Avoid large / rocks in the txackfill ma- j terial. CAUTION: Avoid t ' vehicle Traffic on system ( :. t,� ".: o during construction since ; • j se soil hos not settled. This Is f' / , particularly important In t sand, since loose sand a ! i l. °4 x afters very little structural nY y Y , ; ., su Most states advise avoiding vehicle traffic to prevent compaction of the Infli- © Place first unit In the Inlet end of trench with Interlocks native surface. (After proper depth of cover Is compacted downstream, and settled, INFILTRATOR'" leaching chambers will then support vehicle weight not to exceed 16,000 lbs. per axle for 6 Run distribution pipe through Inlet opening In end plate 1-i-10 units and 32,000 lbs. per axle fort-1-20 units) but not beyond splash plate. Single screw may be used to hold In place. Pipe does not normally run the length of j r ,;; i ! y system. �— V � r , ; t; ( �14. . V U C onnect INFILTRATOR'" / / units together, fully en- `d 4: -.1 gaging Interlocks to form \ L ;,,See. � • • desired trench length. ` , p i '^ 0. The joints may be p ' "t' mil screwed together for , (� ease In construction. � ... 2 r c. checked with grade a level should or be • - *, .. 1t� ' cheeth a level �., " 1,14 1, • surveying equipment. :/ ` t•4 a p �, • INFIIIRAIOP Is o Iradomark of Infiltrator S -tams .. __ . JAMES H. SLAP 1795 245 ROAD - --. - -- ---- N EW CASTLE:C Q . (303)9140W " BED SY 'TEMS a Excavate and level desired bed area. Rake soli surface 0 Being careful not to shift units, backfIll to 0 mInImUm Of settled cover for H - 10 units and 18" d " of compacted, se to eliminate smearing. follow steps 3 through 8 on the other 12 for H -20 units. Avold `. © Place rows of 111 side Ill large rocs In backfill • II Y ' l i c: maforiat For a largo NFILTR IATOR" chambers bed that cannot be next to each other to r • . ^' -'•A f' filled from the sides, achieve desired bed • use a light crocked area. , vehicle and be sure 1 I 1 , L to mointoin the • © Fill side wall ore° 1 F��F/ - proper minimum of : around perimeter and 't `* - T , ' "' � .• compacted cover It ' beneath tracks at ill botween rows of units ' • .. •• • • " .� s►�' *, $ times. DO NOT USE lo with motive f slots al and �.,/ " '' 1 + ° r„ WHEELED VEHICLES to the top of slots d —° - "walk" in place to give , , - ( '► .% I ,, ,- + `•Si ON THE BED DURING proper support to sides. i r! t ` "'6' CONSTRUCTION. • r. o Tt • j'x'^ • .� a' I y PRESSURE DISTRIBUTION - 1 ACCESS PORT INFILTRATOR'" chambers ore easily adapted to pressure Access port at the top , distribution. Simply suspend a predrllled pressure pipe In the center of each unit 1 4' -d' top of the units with simple, foolproof plastic pipe strops. may be cut out and >, • r Supplemontol installation Instructions, with complete details used for venting, ••'•k'Stcx <a �; for pressure distribution are available. Inspection or manifold 1 C - . connection. Insert 4" uAntro WARRANTY pipe through hole and d a 1110 shuctuai inluU'ii of each INFILTRATOR` unit, when Installed In accordance with use o coupling ring monufacctvors instructions, Is wrN to the original purchaser against defective O Shown to keep the rrute'lols and workmanship for ono year from doto of manufacture. Should a defect . r within the wanonly pwlod. purchaser must Inform Inmate Systems. I of the pipe from dropping - d defect within Sieben (15) cloys Innmotorr Systems wtn supply o replacement unit MSltroto S1sWIns' Iiohaty speclncallyexcludes the curl of ikonuvol and /or lnstoMOtlon U the ur is Into the chamber. b 111 WARRANIY IN SUBPARAGRAPH (a) INCLUDING EXCLUSIVE WERE ARE NO OTHER WARRANTIES UNITS, NNE SS FOP A PARI PURP SE THE WARRANTY DOES FCT MEND TO INCIDENIA, CONSEOLENIIAL, SPECEAL OR INDIRECT DAMAGES THE CUMPANV SHALL NOT BE LIABLE M4?OF PENALTIES , LLA AAND�MA Rod S, ovE T R4AD COSTS. OF OTHER O55 EXP ENSE INCurp10 eY 11UA R SricincM LY E xCLuDED FROM WARRANTY COVERAGE ME DAMAGE IU 1111. UNITS DUE 10 ORONARY WEAR AND TEAR, ALTERATION, ACCIDENT, MISUSE. ABUSE CO NEGLECT OF ME UNITS: THE UNITS BEING SUBJECTED TO STRESSES GREATER MAN THOSE PRE MATERiA S EWER'S S INSTRUCTIONS. OR ANY CANT N AUSED BY THE COMPANY. FURTHERMORE, IN 140 EVENT SILL THE COMPANY 14 RESPONSIBLE FOR ANY Lo55 0x7 DAMAGE 101E* BUYER. THE UNITS OR ANY THIRD PAIN RESULTING FROM 11S INSTALLATION OP sir SY TEM COMPLETED I SOLELY LE ACCORDANCE 1H ALL APPLICABLE LAWS, CODES. . RULES Distributed by AND PtGULATIONS e NO RCPRESENIAIM OF THE COMPANY HAS THE AUTHORITY 10 CHANGE THIS WARRANTY IN NA m INER -IAIS , 4?10(1tBLMRTHIS WARRANTY. NO WARRANTY APPLIES TO If you hove speclol problems or questions call INFILTRATOR 1 Coplelaad Concrete, Inc. SYSTEMS'" or your loco) distributor. awn US Hwy. 6 • 625 -1112 Rile, CO 81650 INF1L TRATOR SYSTEMS INC. P.O. Box 768 Old Saybrook, CT 06475 (800) 221•4436 FAX (203) 388.6 PAL NOS. 4759661. 5017041 and 51 56488 Canadian a nd other patents _ --- � t � - ___— _ L., Z a • 3\ . 4 9 -- 3 W N- O ,.., \ 41 Q M / o tr i M i rn M M - Q O N It 1 II r CC U N -t0 \ V. 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