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HomeMy WebLinkAbout01707 GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 Bth Street Sulte 903 Glenwood Springs, Colorado 81801 Phone (909) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT 1 1 707 a building or use permit. 11 Owner Duna Derroortie and W. Gregory Allen System Location 0271 Sunlight Dr. Panorama Ranches Licensed Installer _- ?° lin en ^i 'Term \ fTl�Pr Conditional Construction approval is hereby granted for a A a 00 gallon Septic Tank or Aerated treatment unit. Absorption area for dispersal area) computed as follows: Perc rate of one inch in a minutes requiress C? a minimum of 2" 2. sq. ft. of absorption area per bedroom. Therefore the no. of bedrooms 3 x z t✓ sq. ft minimum requirement = a total of (��sq. ft. of absorption area. .e3G/T LICE 2O %,-off N0 L.>C /fdU y e �is/por <) / - 1 -4 -7ty May we suggest: r P e 0 f' . Date r / / 7/ Inspector ( / / /.4 FINAL APPROVAL OF SYSTEM: /, / 4 , 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 p // . Septic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground surface. !� Proper materials and assembly. J �/ Trade name of. septic tank or aerated treatment unit. O f Adequate absorption (or dispersal) area. v _ Adequate compliance with permit requirements. Adequate compliance with County and State regulations /requirements. Other +gyp Date J 0 - 1 3 -- O ! Inspec RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE 'CONDITIONS: 1. All Installation mustcomplywith all requirements of the ColoradoState Board of Health Individual Sewage Disposal Systems Chapter 26, Article 10 C.R.S. 1973, Revised 1984. 2. This permit Is valid only for connection to structures which have fully compiled 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 1, Petty Offense (3500.00 fine — 6 months In )all or both.). Applicant: Green Copy Department: Pink Copy INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by County Official: OWNER porintt. bcGcoQ(.c W, 6 5,- orai Ailey Irk ADDRESS 282 Dcecfrd b,,� d M . Crc e. rte_ PHONE 3% /— qt. CONTRACTOR A tit Cie, v- e- /t.. /L ADDRESS i , >1 c.// 3A4 4c-I PHONE 'n 3 a 2 PERMIT REQUEST FOR: (1(I 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 6/4/24-4 ed Near what City of Town EL Te 644 Lot Size s 4c.accz Legal Description I-ro}e Y4ep4) PA-rio RA- 4 RA-At c. k< -r WASTES TYPE: '(,Gf Dwelling ( ) Transient Use ( ) Commercial or Institutional ( ) Non - domestic Wastes ( ) Other - Describe BUILDING OR SERVICE TYPE: (_O G (7/4-61 t./ f6vn e Number of e ooms j Number of persons 2 - /l/'U �a a Q rT S�..t (1Garbage grin (�utomatic washer O"Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (t/) well ( ) spring ( ) stream or creek Give depth of all wells within 120 feet of system: If supplied by community water, give name or supplier: ? GROUND CONDITIONS: Depth to bedrock: On k n oIA) Depth to first Ground Water Table: c 2,-, `r) otnJ Percent ground slope: 7 fo Sv tt DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: F3 yn c Was an effort made to connect to community system? TYPE OF INDJVIDUAL 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: (tX 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? A/0 • •- Page 2 • • 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 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 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 legal action for per- jury as provided by law. Date 3,2_3, 9 Signedia41.t:.(4' ✓_ _, s_ A0 s.- •_ PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY • 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. • Page 4 SYSTEM TO BE CONSTRUCTED 1 " to 21-" Clean GravelRe•uiired Unless Otherwise A.. roved TOP TOP Length deter- :•°- , ., 4 " perforated &000° 0 • Op o ° o0 . 0 0 0 Gr avel mined from ,: / MIL 4 pert test pipe :e o a ° o ° c00 0 ' e9 " . o � Qo o ° O Ow °o � $i results „ � " . 4" solid pipe o o ° ° o ° o $ ° P h � ti ^ �� from tank * ogee° a �� ' o 4 solid pipe ex "v " .. F�rlE * O 0 - - tending into 0. � ^ .+ -1. �` O eo°o drywall 1' h ,� O °0 ^ �• n .y ^ O sa a S :.�.�• 1 'gyp C O fr � et: " wo fhO w ao4 ' c ^"` ° °e 4g 3' ± i ameaco o � straw � oto 0 • 0 - w - 0 � - 00 000 °- e * __� - 6' 3' *Size determined from perc test results SIDE VIEW Backfill SIDE VIEW Balk +ill A)(( x\Nx� Backfill • ��8 or straw 4" solid pipe.gtrUnl; "Sgor' - %4 pip over x � _ Cone 4" hay or straw ��,,es 4 pipe n � �� 1' tl ig es Intrmot" . av-i :: :: °° Gravel 0 ©o,° ° °: , un6�� * Gravel � ..,, aap �c ° eeder pipe � Concrete rings or ,. , c c o o , o°. f(�Cr�. cinder blocks �s;� 1' of gravel in II Seepage Bed C r e Ef bottom ' 'a g. Drywall . ' Other (FOR APPI TrA tJTC TMCADUATTnu% 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 EIGHT (8) FOOT PROFILE HOLE IN THE LEACH FIELD AREA IS REQUIRED IN THE STATE OF COLORADO TO DETERMINE THE PROX- IMITY OF GROUND WATER AND BEDROCK. In some cases the profile hole may be waived but only by specific approval of the Environmental Health Department. PERCOLATION TESTS MUST BE DONE AT THE GROUND DEPTH WHERE ABSORPTION WILL TAKE PLACE. STANDARD SEEPAGE BEDS (LEACH FIELDS) ARE INSTALLED THREE FEET DEEP, SO THE PERCOLATION HOLES ARE DUG FOUR FEET DEEP, AT LEAST 20 FEET APART; THE PERCOLATION TEST IS DONE IN THE BOTTOM ONE (1) FOOT OF THE HOLE. 8 " -12" Ground I i Level I I I I I 1 Post Holy 1 r Back Hoe Hole - - -� L — —J 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 3 feet deep and put a test hole 1 foot deep and 8 to 12 inches in diameter in the bottom. Installation of absorption areas (i.e. drywelis) deeper than three feet requires the permission of the Environmental Health Department. • 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 MUST BE FILLED WITH WATER AT LEAST 8 HOURS BEFORE THE TEST, AND ALLOWED TO STAND. More water will need to be used to perform the percolation test, so AT LEAST 10 GALLONS OF WATER SHOULD BE ON HAND WHEN THE TEST. IS PERFORMED. ( FOR APPLICANTS INFORMATION) Page 6 PERCOLATION TESTS FOR DRY WELLS (SEEPAGE PITS) ARE PERFORMED AT THE LEVEL OF THE BOTTOM OF THE PIT (USUALLY 10 FEET). Ground Level 10' 8 " -12" 1 1'i 1 Percolation Test for Seepage Pit If you call for a percolation . test or, inspection and for some reason are not ready ; when the time comes, please call us between 8 and 9 a.m. at 945 -6212 or 625 -5571 to cancel the appointment. THANK YOU FOR YOUR COOPERATION. (FOR APPLICANTS INFORMATION) • RECOMMENDED 1•IINIMUM REQUIREMENTS FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEMS • Before construction is started, the Inspettor 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 objectives. lhose 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 aallons 1 for each additional bedroom add 250 gallons 2. MINIMUM LEACHING AREA OF DISPOSAL FIELD ADSORPTION 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 *2 15 . 279 *3 30 (e) . . 395 *4 45 a 483 5 161 60 (e),(f) 558 *(See Below) *Percolation rates faster than 5 minutes per inch or slower than 60 minutes per inch require engineer systems and/ Or Board. of Health approval. (a) It is desirable;iro, provide sufficient land area for entire new absorption system if neededc'W future. (b) In every case,;sufficient land area should be provided for the number of bed -' rooms (m)nimum40.2,) that can be reasonably anticipated, including the unfinished space available for conversion as additional bedrooms. (c) Absorption,:area s;.figured as. trench- bottom area and includes a statistical, : • allowance for ^v wall' area. (FOR APPLICANTS INFORMATION) ^(dj` Absorption '6rea "for seepage pits is figured as effective side wall area , '', beneath the inlet. "c 'x a' � ,1J�1 � 1 r sewage pits if over thirty. �+* c.).(4..1§ 2 0 d sorption 5yst n5` ''if over sixty. ' r V ? t 4 � a R r vt - " 4 : 1 ° 0 6 iiif ` J s h , h two`' a'cres, areas of high water tables, or,areas with -a Tt . percolationttest rate faster than 1" in 5 minutes must have alternative sewage „,, , r , fa 3.e., central collection,, holding tanks, individual treatment, etc. 7,,`:::: i-, *itt la. s to e • a4 mays ' e' a7"1bwed , wit1 percola't1ow n ' "' I, ,, j d Re , .,{ , ` one , (1)' inafi''in,1' :minutes provided the "soil` is a sandy text" 4 : : • . , ,'" a,' problems are enrnuntered. 1. 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 'x t'7 Maximumcdepth:-bf"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 of 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 reasonably watertight. ` . ; Acceptable drain field pipe materials include plastic, terra cotta, concrete. If the house sewerline is longer than 10 feet between house and septic tank, a : ,',.lean out y y ' should be installed as near as practicable to the house ' a it.,. r er i�F. ..* +1 : I pS *. 'liS L `1. .FS. * .4, eptic tanl sMsh&uld1be inspected• once; -a year ,and cleaned when 4reC fit y1i�1eaning r , �:, "'*"is recommended -'hen space between the scum accumulation and S1udg Oinrthei? ,(" tank bottom is less than 18 inches. e + The ;Depart "ent re pumping 0 septic tank once every ar ,. en „” early 5e ,r, , .r "ee , - k ' ;i' 43 1.:, ° & l e* t1/4. z .t, ' f ry n 4 y } rr x r .K r " � +, s:' ° v'r � a 'i,#? , a� � Qi ' W s ri� M r a f r v t F Iii t's: r 1 '' .1,� ry r ° 4 1 r� �f 41'5-kn. ''n n € ° Sy S rw �*% 3 y , , r T o f - il 0 , , r r f, - if � b k .° 'i fl a c .0 r � . f H l `. �' t a > J t 4 4¢ "% !+ p � 'x 'J ' ‘' rM1 „ J � r R ' � t �.t a t rFx t , i sv Yi .3 ti}' Sb 1JU . ♦A s , :9.:i... v ti ‘ AT, = y `' ° t-," TO • a NTS INFORMATION) - ' ' o ' t , 1 .. r , '21 • ' Page' 9 --