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HomeMy WebLinkAbout02808 `._ . y" r* 1°° At r'.•;': e035..1;yj°rS ?, ^•,°'crFAeTaryr GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2808 1 / 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. PROPERTY Owner's Name Famed Bell Present Address PO BOX 2694, G.S. Phone_928 -8218 System Location 307 S" County Road 117, Glenwood Springs Legal Description of Assessor's Parcel No. i SYSTEM DESIGN ' ^� &"' - ,q ` 7 a P S , f n 52) Septic Tank Capacity (gallon) Other p f Pe�S Percolation Rate (minutes/inch) Number of Bedrooms (or other) 3 /i j - r6 /025 V r /Tr Required Absorption Area - See Attached Special Setback Requirements: Date $ 9 7 Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation fru ante System Installer 'j" ^ ep Septic Tank Capacity /2 CO Septic Tank Manufacturer or Trade Name (!a Lr9xr3(— Septic Tank Access within 8' a surface 4 11 ( Absorption Area cal r- ef Absorption Area Type and /or Manufacturer or Trade Name 01 c frA Tie 49'i 7.21 - qa /YD. r1 Adequate compliance with County and State regulations/requirements {/.'- Other Date $' X9 7 Inspector gar J 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. 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 Is the application of permit commits a Class I, Petty Offense ($500.00 tine — 8 months In jail or both). White - APPLICANT Yellow - DEPARTMENT GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street, Suite 303 Glenwood Springs, CO 81601 (970) 945-8212/(970) 285-7972 PROCEDURE REQUIRED FOR COMPLIANCE WITH THE GARFIELD COUNTY SEWAGE DISPOSAL REGULATIONS. Sten I: Anplication A. Obtain a standard "Individual Sewage Disposal System" application from the Building and Sanitation Department, 109 8th Street, Suite 303, Glenwood Springs, Colorado 81601, 970 - 945 -8212 or 625 - 5571. B. Return completed application, map to property, site plan and diagram of site to the Building and Sanitation Department (Pages 2 and 3) and building plans. INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMITS WILL NOT BE ISSUED WITHOUT AN APPROVED BUILDING PERMIT. C. Make check or money order payable to "Garfield County Treasurer" (The cost for the permit fee and percolation test is $150.00 or if a Registered Professional Engineer does the percolation test, the cost is $50.00 permit fee). FEES ARE NOT REFUNDABLE. D. Your Individual Sewage Disposal Permit will be issued along with your building permit provided no prohibitive problems are encountered. Step II: Percolation Tests -SEE DETAILED INSTRIJCTIONS ON PAGE 6 A Prepare three (3) percolation holes 4 feet deep, 8 to 12 inches in diameter, and 20 feet apart in the area of the proposed leach field area (Instructions for post hole or back hoe holes are on page 4). B. Fill percolation holes with water once for the required eight (8) hour soaking period. C. Request percolation test by Sanitarian. (To avoid construction delay, we suggest arrangements for percolation test be made at least 24 hours prior to the end of the soaking period). Please have at least five (5) gallons of water for each hole available at the site for the percolation test. !!!!IMPORTANT!!!! Please be advised that if the Sanitarian's initial field visit to your property reveals any unusual difficulties such as high water table, excessive percolation rates, bedrock, etc., the services of a Colorado Registered Professional Engineer and /or Board of Health approval will be required. Step III: Final Inspection A. When all components are in place, connected and ready to cover, request a final inspection by the Sanitarian. B. DO NOT backfill any part of the system prior to the inspection. C. The initial fee covers the percolation test and one inspection before cover up. Any additional percolation tests will be charged at $100.00 each and additional inspections will be charges at $42.00 each. D. Upon final approval, carefully cover the entire system. , D INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER iSa� r ADDRESS Z 1 y C4v. � In p r js PHONE 9243- 92 9 E � o g�' ti�QvJ�2t�. f ALQL Cie re. c ,J,c ADDRESS 9XJ 2 0 %s4 61 0. ` er PHONE Ws- Pigsy PERMIT REQUEST FOR (y' EW 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 FACII,ITY; Near what City of Town 6/ o Spjs Size of Lot t -4 / let--5 Legal Description or Address ate.e C 6YxsLe.+ G D(t1s9T)tS. WASTES TYPE: ({ DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: - he ett— Number of Bedrooms 3 Number of Persons 1 (.--)) Garbage Grinder ( ) Automatic Washer ( Dishwasher SOI TRCE 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: Was an effort made to connect to the System? 44 Asitepl:ni r i .' 1 1 . i h: . h• 1_,,in! MINI_ +' .n • • Leach Field to Well: 100 feet Septic Tank to Well: 50 feet Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet Septic System to Property Lines: 10 feet YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITHOUT A SITE PLAN. GROIIND CONDITIONS: Depth to first Ground Water Table uhtc Percent Ground Slope 2 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: ( ✓j 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 ( ) OTHER - DESCRIBE WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? NO pF,RCOLATION TF,ST RF.STR,TS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes 2b per inch in hole No. 1 Minutes re. per inch in hole NO. 3 Minutes 20 per inch in hole No. 2 Minutes per inch in hole NO. _ Name, address and telephone of RPE who made soil absorption tests: Neph.r.: PAw a.. (,ecrs.cl.d•u .SOLO Rolso S4 � \w Spjs, s SKS 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 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 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. Signed 7 a-Q032 Date Si (q PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!. 3 - Li K3 ƒ\ /\ =e /2 0 / ! ! \� \ % / J \ � \� / / §ƒ j/ 37 z fl III } . §- �( $kaj j L. 50. \ 2 — \ ( I ' / ƒ ., } \ j a 2 © C ƒ / r . f ` ) / < \ \ } K SI Di �\ ~ - / \ \ z 11 ƒ \ q k - - - - # 1-vi erv40, ma -........„.._2 PERCOLATION TESTS The successful operation of your septic system depends on the rate the soil in which your leach field will be installed will accept water. THIS IS CRITICAL The rate of absorption is called the percolation rate and it determines the size of the leach field needed for a particular flow of sewage and in some cases even determines the feasibility of the installation of a septic tank and leach field system. AN FIGHT (8) FOOT PROFIT C F HOJ,F. IN THE LEACH FIELD AREA IS REOUIRFD IN THE STATE OF COLORADO TO DETERMINE THE PROXIMITY OF GROT JND WATER AND BEDROCK, In some cases, the profile hole may be waived but only by specific approval of the Environmental Health Department. PERCOLATION TEST MIDST BE DONE, AT THE GROT IND DEPTH WHERE ABSORPTION WTJ.i, TAKE PLACE. STANDARD SEEPAGE BEDS (LEACH FIELDS) ARE 1NSTAI,T,FD THREE FEET ITEP. SO THE PERCOLATION HOLES A' E DUG FOUR FEET DEEP. AT E T 20 FEET • ' • ' T IN A TRIAN LE RAPE THE PER • LATI • N TE T I DONE TN THE BOTTOM ONE (1) FOOT OF THE HOLE: POSL1JQLE RACK HOE I1Q1 E I I I 3' .e• I 8 l2' [Jt\ k IJATER �, I - - 4 1 - - A post hole digger, auger or back hoe can be used to dig the percolation test holes. If a back hoe is used, dig the back hoe hole three (3) feet deep, with a bite for steps, and put a test hole one (1) foot deep and 8 to 12 inches in diameter in the bottom. Installation of absorption areas (i.e. drywells) deeper than three (3) feet require the permission of the Environmental HealthT)epartment. Saturation with water will affect the percolation rate, and since the system will be expected to operate when the soil is saturated with water, THE HOLES MJJST BE FILLED WITH WATER AT LEAST EIGHT (8) HOIIRS BEFORE THE TEST AND ALLOWED T_O STAND. More water will be needed to perform the percolation test, so AT LEAST FIVE (5) GALLONS OF WATER PER HOT.E SHOULD BE ON HAND WHEN THE TEST IS PERFORMED. (FOR APPLICANT'S INFORMATION) 4 PERCOLATION TESTS FOR DRY WELLS (SEEPAGE PITSI ARE PERFORMED AT THE LEVEL OF THE BOTTOM OF THE PIT (IJSJJALLY 10 FEET). CRo u,ic( CR veL /o' Percolnwoa /cs for Seepage 1 0 If you call for a percolation test or inspection and for some reason are not ready when the time comes, please call us before 5:00 p.m. at 945 -8212 or 625 -5571 to cancel the appointment. THANK YOU FOR YOUR COOPERATION. (FOR APPLICANT'S INFORMATION) 5 RECOMMENDED MINIMUM REQUIREMENTS FOR INDIVIDTJAI, SEWAGE DISPOSAI, SYSTEMS Before construction is started, the Lispector must be contacted for approval and detailed information concerning the proposed disposal system. )Higher standards than those which follow may be required in individual cases to assure attainment of the objective. Those objectives are to locate, construct and maintain individual sewage disposal systems in such a manner that existing or contemplated water supplies will not become contaminated and so that sewage will not overflow the ground surface and result in a nuisance or health hazard. 1. LIQUID CAPACITY OF TANK (GALLONS) (Provides for use of garbage grinder, automatic clothes washers and other water using household appliances). Recommended Minimum Number of Bedrooms Tank Capacity 2 or less 750 gallons 3 or less 1,000 gallons 4 1,250 gallons For each additional bedroom, add 250 gallons 2. MINIMUM LEACHING AREA OF DISPOSAL FIELD ABSORPTION AREA REQUIREMENTS FOR INDIVIDUAL RESIDENCES Percolation Rate Required Absorption Percolation Rate Required Absorption (time required for Area, in sq. ft. (time required for Area, in sq. ft. water to fall one per bedroom water to fall one per bedroom inch, in minutes) (b) standard trench inch, in minutes) (b) standard trench (c) seepage beds & (c) seepage beds & (d) seepage pits (d) seepage pits *1 or less 10 228 15 279 *3 30(e).. 395 *4 45(e).. 483 *5 60 (e), (f) 558 *(See Below) *Percolation rates faster than five (5) minutes per inch or slower than sixty (60) minutes per inch require engineered system and /or Board of Health approval. (a) It is desirable to provide sufficient land area for entire new absorption system if needed in future. (b) In every case, sufficient land area should be provided for the number of bedrooms (minimum of 2) that can reasonably be anticipated, including the unfinished space available for conversion as additional bedrooms. 6 • Absorption area is figured as trench - bottom area and includes a statistical allowance for vertical side wall area. (c) Absorption area for seepage pits is figured as effective side wall area beneath the inlet. (d) Unsuitable for seepage pits if over thirty. (e, f) Unsuitable for absorption system if over sixty. Dwelling on less than two acres, areas of high water tables, or areas with a percolation test rate faster than 1" in 5 minutes must have alternative sewage facilities, i.e., central collection, holding tanks, individual treatment, etc. EXCEPTION: Absorption areas may be allowed with percolation rates faster than one (1) inch in five (5) minutes provided the soil is a sandy texture and no water table problems are encountered. l . Maximum length of drainage line: 100 linear feet 2. Minimum width of drainage trench: 18 inches 3. Minimum spacing between trenches or pipes: 6 feet 4. Maximum grade of drainage lines: As level as possible 5. Minimum depth rock under drain PVC: 6" under PVC, 2" over PVC 6. Minimum depth of cover over distribution lines: 12 inches 7. Maximum depth of cover over distribution lines: Variable 8. Minimum grade of house sewer: 1/8 to 1/4" per linear ft. 9. Minimum distance of sewage disposal system from dwelling: 10 feet 10. Minimum distance of leaching area to a well: 100 feet 11. Minimum distance of septic tank to a well: 50 feet 12. Minimum distance of leaching area to a stream or water course: 50 feet 13. Minimum distance from septic tank and disposal field to property lines: 25 feet for drywell 10 feet for leach field 14. Minimum sewer pipe and distribution pipe: 4 inch diameter Septic construction should be of concrete, concrete block or of a material that will resist deterioration and which can be made reasonable watertight. Acceptable drain field pipe materials include plastic, terra cotta or concrete. If the house sewerline is longer than 10 feet between house and septic tank, a clean -out Y should be installed as near as practical to the house. Septic tanks should be inspected once a year and cleaned when necessary. Cleaning is recommended when space between the scum accumulation and sludge residue on the tank bottom is less than eighteen (18) inches. The Department recommends pumping a septic tank once every four (4) years when a yearly inspection by the owner is not practical. 7 • TYPE OF SYSTEM TO BE CONSTRUCTED (1 1/2" to 2 1/2" Clean Gravel Required Unless Otherwise Approved) TOP TOP o n 0 0 ct° o° Q 0 *O -oil° — Gravel 4" perforated �.q0o 90 a ° °DO`' ° ° 00 '.engl:h (icier- _ - - -, p ipe b p o o ° a 0 0 0 „ I 0 �O p ined from l 1 00O no v a• °o p o � 0 00 lerc test 4" solid pipe 00 n ° oo ° esults from tank o °00 °• 00 4 " solid pipe ex- — 1 * u oopp tenng into £ 0 x dr ywell di 1' p ° o ° h �� i��♦ °o p o ° ° • •ii 4" ha or ^ � �_ o ° o � oo'iz o °o'o����j %i straw over rock 0 0 0 0 ♦�� •• �� oo P<a TCJ ca bqo ca v u e O °J °o�'a • S • alp ©o p0 o Qo O 2 ca w ✓ cii O c co •x • • fi t I'.I . O© p 0' O O P ti c 0 O Op c> p a — 0_Ln -7 ➢ O V P CJ 0 0 0 C. c .0 O < _ k i' for. 0 "g v. O 0 0 0 d p Qu ,x n00 1- 6' 1 31 "Size determined from perc test results SIDE VIEW Ilackflll SIDE VIEW ,ar,kfill L ��\\// \\ rl" ha - - - - -- •- flackf111 �' \X<XXX ^X(x or stray r 1 - - -4 solid pipe to tan' CO alp 2 ci " 5\,53a ' 2" r iii a - vel over vi.t5' Cone C' f 4" hay or straw b ti" 0 4 pi pe In i r i' 2Sc�; o`� 0 T yel _ r 1( 060 Gravel 1 0a 0 6 O %o I000°lk ,i , �, rq 9° od cA oo ocd) f" Gravel (o ff r o pp 0 0 c-Dx> od k i (ti (.j ! Concrete ring§ or Sr under pi e ,f' c cinder blocks 5 ci f? r1srf • • �. b of gravel in l� ^ �'F bottom in Seepage Bed — C lf ` s i` a ss as 101". Drywel 1 8 BENCH MARK: GROUND AT PROPERTY CORNER; ELEV. = 100.0', ASSUMED. •• PROPERTY BOUNDARIES 1 Q P1 P3 I I I I P2 A k BOTTOM OF ■PROFILE I I I PIT I STEEP SLOPE • PIT 2 ` I MEADOW I AREA ■PIT 1 I 1 g \ ROADWAYDIRT c 1 1 ) APPROXIMATE SCALE 1 " = 80' 197 103 HEPWORTH - PAWLAK LOCATION OF EXPLORARY PITS I Fig, 1 GEOTECHNICAL, INC. AND PERCOLATION TEST HOLES .� • HEPWORTH - PAWLAK GEOTECHNICAL, INC. TABLE II PERCOLATION TEST RESULTS JOB NO. 197 103 HOLE NO. HOLE DEPTH LENGTH OF WATER DEPTH WATER DEPTH DROP IN AVERAGE (INCHES) INTERVAL AT START OF AT END OF WATER - PERCOLATION (MIN) INTERVAL INTERVAL LEVEL RATE (INCHES) (INCHES) (INCHES) (MIN. /INCH) P -1 42 15 7 3/4 5 3/4 2 5 3/4 5 3/4 refilled 81/4 71/4 1 7 1/4 6 1/2 3/4 6 1/2 5 3/4 3/4 5 3/4 5 1/4 1/2 refilled 26 7 3/4 7 1/4 1/2 P -2 54 1 5 8 3/4 7 1/2 1 1 /4 7 1/2 6 1/4 1 1/4 6 1/4 5 1/2 3/4 refilled 8 1/4 7 1/2 3/4 7 1/2 6 3/4 3/4 6 3/4 6 3/4 refilled 9 81/4 3/4 20 P -3 54 15 61/2 51/4 1 1/4 51/4 41/4 1 refilled 6 3/4 5 3/4 1 5 3/4 5 3/4 5 4 1/4 3/4 refilled 7 6 1 6 51/4 3/4 18 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on January 8, 1997. The holes were covered with insulation to protect against freezing. Percolation tests were conducted on January 9, 1997. 7 1V- Ode/ 4 • I M 0 m U N T a) t `— N T T N > p Y 0 0 T Z C o U U 0 a) T T c) % Y co C 0 CO N T CO 'a T1 .0 C C 0) H f0 (0 — ul N N 0) z W 2 Z H y 2 eV 2 N J = $ J D Q ul U _ C CCC x Z r5 = _ a W H H W 0 — CD LIJ J Q Y m G= J H m I y N W N O) N O Q a c 6 J e a z 4 CL V- 0 I- >- z M y x r 0 Q It z s O c Q C O co S 2 a N 2 a oco co m a c 2 i 2 ii v N w P o o 2 E u F 0 6 g co co F ° ' N M L 1— N