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Home My WebLink About02536 7 !`. ": .•� . �'t 2^). Tnc `y' `"iTt4` F ^:�,yr iz nr,. . �,_!'� _ _ - - 'r • ? i GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit Z S 6 109 8th Street Suite 303 Assessor's Parcel No. Glenwood Springs, C,ylgrado 81807 Phone;(303) 945.8212 ' 1 t , •r;. �! This does not constitute . INDIVIDUAL SEWAGE' /DISPOSAL'''PERMIT a building or use permit. PROPERTY Owner's Name James & Athea `Hancock Present Address ' Box 33871 Eagle Phone 328 -6842 . System Location 0830 Elk Run Road, :.Three E1kRRun,,, Lot 14.,'New Castle , Legal Description of Assessor's Parcel No. , SYSTEM DESIGN i 0 D 0 Septic Tank Capacity (gallon) Other / lation Rate (minutes /inch) Number of Bedrooms (or other) ' - _ i Required Absorption Area - See Attached . - Special Setback Requirements: / 0 1 Date /- 2 ki - q G .Inspector F/��4.f/"J� /r�` f/' 1Y7^'vl /1.�kC -errA 1 , E I C/ o �l FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer AI/LFS /CUdi� ,,,,,. „ Septic Tank Capacity la 5 17 — BArcAL. Septic Tank Manufacturers Trade Name l`OPE_L..�4lt I7 Septic Tank Access within 8" of surface (/r5 l / Absorption Area 3ge - 1-5 S, /R� 9 Tpm e. 33 vAor> 6AI 4' Absorption Area Type and /or Manufacturer or Trade Name /N Fi[ T /97'Y>.0 Adequate compliance with County and State regulations/requirements y8.5 other />( To awn Date.2 t/ - fl Inspector S /9 /CE 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 isvalid 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 off ice 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 — 8 months in )ail or both). White - APPLICANT Yellow - DEPARTMENT p INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER -- )a1447!,5 l; Nanc — ADDRESS 9 PHONE h - 62t 9 tv. 55 t * ,'O3 CONTRACTOR_/8.w1C- ADDRESS PHONE PERMIT REQUEST FOR (- 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 Cia '4ieI GI Near what City or Town (\}fAA) La -5U1° Size of Lot 2, 72t j3G Legal Description or Address Lei" 1 TVIK e ktc 2uv1 5u od11/15 also K ✓la.vn a 5 )53e) g/k /Euk7 /3jaJ WASTES TYPE: (DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: Number of Bedrooms 3 Number of Persons Z ( v) Garbage Grinder ( t4- Automatic Washer ( 4- 1)ishwasher ,SOURCE AND TYPE OF WATER SUPPLY ( ) WELL ( ) SPRING ( ) STREAM OR CREEK Give depth of all wells within 180 feet of system: If supplied by Community Water, give name of supplier /✓e& Critic /4/3/& GROUND CONDITIONS: Depth to bedrock: Depth to first Ground Water Table Percent Ground Slope 7 70 r/ DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: N GgSNt Was an effort made to connect to community system? ( t) ( ) NO TYPE OF INDIVIDUAL. SEWAGE DISPOSAL SYSTEM PROPOSED: ( PTIC TANK ( ) AERATION PLANT ( ) VAULT ( ) VAULT PRIVY ( ) COMPOSTING TOILET ( ) RECYCLING, POTABLE USE ( ) PIT PRIVY ( ) INCINERATION TOILET ( ) RECYCLING, OTHER USE ( ) CFIEMICAI. TOILET ( ) OTHER - DESCRIBE FINAL DISPOSAL BY: ( ) 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? ND 2 t 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 comet 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 understand 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 perjury as provided by law. / q Signe r - Date /a-/ / `S PLEAS t) )RAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 • t -- X1 -- \_,. .. ..... i. ,; v 0, i , / / /$ \II'. - , \- 30 FOOT i / 14 ,1 , I ACCESS & UTILITY .I , 1 EASEMENT _ y • O ! % ii, �� L OMEI f tI OCATION J e., ''� 9 fr 4\ Ys\ � `-" ----- DISPOSALSYSTEM ��/ � 1)? y N - :y y a ( t% !! yr) k • o LOT 14 / ,�o p ~ } , / i i - - 1 ' ' .. 1 4 e RED ROC p co �� IRRIGATION DITCH (o I, / i r, . ,., I 77. : _ t efit y 4 Q4 1 I ' t 1 Vat* / I / v fa 4IV 4 a ri�`�� / Z' i I.. ". Fifr - -- 7 I )r/ 4ry 1 ____ -ice— ` -'. - /, , I LOT 14 THREE ELK RUN R JAMES & ESIDENCE HEA HANCOCK SUBDIVISION 0830 ELK RUN ROAD SCALE 1" = 100' Jan. 25 '96 10:47 0000 EAGLE GYPSUM ENGINEERING TEL 1- 970 -524 -3034 P. 1 Jim. Hancock 1'. 0. Box 3387 • tiAO I JI, Cbu:fRA[xo 81631 • (970) 328.68421 • Pnx: (970) 524 -3034 January 24, 1996 Don Owens Garfield County Building Department Glenwood Springs, Colorado Dear Dan: 1 am writing in regard to the percolation test 1 conducted yesterday, on my property at 830 Elk Run Road , New Castle, Colorado, Permit #5749. The following data was collected: Hole #1 Percolation Rate: 44 Minutes per Inch Hole #2 Percolation Rate: 36 Minutes per Inch Hale #3 Percolation Rate: 10 Minutes per Inch Average: 30 Minutes per Inch As per chic conversation yesterday, taking into account. Ih• washer, dish. s Der an. disposal, the required leach area, using Infiltrators, will hi y. ft., rcquirin? 33 unit.. If you are iu agreement, Id me now and we'll get started. c l n.•2 -o A- / - 2 r Slnccrcl ' r flit' y aW. tta — <. .. Post -IN Fax Note 7671 Da1 / • L$• sahsi / To yi G FronJ Ha riceric • Co./Dept Co. Phone a Phone N bag _ e5/40 Fax* Fax 41 ywilit Jan. 24 '96 10:41 0000 ERGLE GYPSUM ENGINEERING TEL 1- 970 -524 -3034 P. 1 Jim Hancock p.0. Box 3387 • I AGI,H, CoLL)KADO81631 • M0)328-68421 • PAX: (970) 524-3034 January 23, 1996 Don Owens Garfield County Building Department Glenwood Springs, Colorado Dual Don: 1 ant writing in regard to 1110 percolation Lest. 1 contluotecl ycsLerday, on my property at 830 Ells Run Road , New Castle, Colorado, Permit #5749. The following data was collected: Hole #1 Percolation Rate: 44 Minutes per Inch rlole #2 Percolation Rate: 36 Minutes per Inch Hole #3 Percolation Rate: 10 Minutes per Inch Average 30 Minutes per loch Using the formula you gave roc 1 come up with the following: A== Q/5ix1.5 A I , where Q = 150 gallons per bedroom x the. number of bedrooms 7// ea. =150x3 =450gallons 0 916 1 R Avf 1444 I = average percolation rain S 30 minutes per inch Therefore... la ��101 x3 14 + A = 450/5* x 1.5 =- 740 sq. ft. O ? f ' Using Infiltrators in a seepage bed reduces this requirement by 40% to 444 sq. ft. which will require 24 pieces. This is significantly fewer Ihan we discussed. Can you explain? Si ?rely, 7671 Date pages post•it° Fax Note aZ/i1(O ro 014 Al' n s Env Inn snood: r #�0 it 6 Jam., - 1-o 3 t s t 3 I le.