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HomeMy WebLinkAbout02852 t:' w le • ' 1. ((. L!xl 4�f oC ' GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 2852 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 Barton Pot t aT Present Address 2571 314 Road, N.C. Phon 984 -2790 0/90 SS Seco Rond 5r ?t" Lo System Location. Si'84 —Rdo Sr u £, v , TO -Mtt Legal Description of Assessor'q Parcel No. If IZOCrc- LEACH- r1E -0 - 2,0 ' __7„ 9 yS- 4 SYSTEM DESIGN 'L) L C A c M - e H A M 6 Eti - Q C O = .30 (✓ •1 I f s S� 6 7 3) r 1-...--- 7 QC�IC4/C-s c �S II p • r V — 0 Septic Tank Capacity (gallon) O ther _' r1 73 1 1 1 1 Percolation Mate (minutes /inch) Number of Bedrooms (or other) 3 Required Absorption Area - See Attached Special Setback Requirements: --7 bate — q o' 1— _ ' — 9 Inspector A R h t y e s.. NAL SYSTEM INSPECTION AND APPROVAL (as installed) • Call_ for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity /0 f Septic Tank Manufacturer or Trade Name al % / '\ Septic Tank Access within 8" of surface ` / . Absorption Area 91-n51 1 / or Absorption Area Type and /or Manufacturer or Trade Name a r -a *. -. AP �_/ Adequate compliance with County and State regulations /requirements Yee • Other '20' 1___ Date Inspecto #f -/• - el stat gie , ' 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 office 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 ($500.00 fine — 8 months in Jail or both). ' White - APPLICANT Yellow - DEPARTMENT - " "•�T INDIVIDUAL SEWAGE DISPOSAL SYSTEM APISLICATION OWNER Int • . • ADDRESS Z.. 7 ( Coo J' eD 31 Lt PHONE 9 ?y ^ z / (;) CONTRACTOR ADDRESS PHONE PERMIT REQUEST FOR 14 NEW INSTALLATION ( ) ALTERATION ( ) REPAIR Attach separate sheets or report showing entire area with respect to surrounding areas, topography of area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test holes (See page 4). LOCATION OF PROPOSED FACILITY: — - , Near what City of Town Ci \ Size of Lot -% of 4C pes Legal Description or Address nT i'a v' V. A Pt N t O N M • S$ 0/c WASTES TYPE: ( ) DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON - DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: At 11C i vi- 1. Number of Bedrooms Number of Persons ()Q, Garbage Grinder Automatic Washer 44) Dishwasher SOURCE AND TYPE OF WATER SUPPLY (>4 WELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: S i e N\r 4+ 1 k t n n. H h IA DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 1 Was an effort made to connect to the Community System? NA f7 , i ' i „ i I . i i . „ „ i 1. but hl i, 1 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 MOT IND CONDITIONS: Depth to first Ground Water Table U ty n « ) Percent Ground Slope 3 ° 2 . TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: (5<) 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? k n pRRCOLATION TEST REST TITS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) 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 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 _ iyr3 F Q0,1:2& 0, Date (0 )1 /9 8 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 ._.. _ ._.. . . 5° \ o 1 &\ / f 2 $ / § E Q / 7 E 2 § k ° 0 % CD c. 9 . 0 % r - s& \ � - n .r \ � ci ~ �. E§ «\ 2 g \ CO 9 ) )& /\ &/ o 9 \ A } g en a. kk0- E r a J m m n §\\ \ \ } <. G [) H/ f o s. � § \ Pa § ® - c m N a B. 0 / E\ / It r • 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. TffiS TS 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. In some cases, the profile hole may be waived but only by specific approval of the Environmental Health Department. PERCOLATION TEST MUST BE DONE AT THE GROUND DEPTH WHERE ABSORPTION WILL TAKE PLACE. STANDARD SEEPAGE BEDS (LEACH FIELDS) ARE h • (LV g! ! p v' • 4:! ' kt • • I_ • ► : • _ • ' • s 1; • 20 FEET APART. IN A TRIANGLE SHAPE. THE PERCOLATION TEST IS DONE IN THE BOTTOM ONE (11 FOOT OF THE HOLE: POST IJOLE RACK HOF. HOLE ce. / 2a C T � I 3' 4 1 . - - - 'j I I - T T • I — — —' A 1` � K tJATER -II I — - 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 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 EIGHT (8) HOURS BEFORE THE TEST AND AI .LOWED TO STAND. More water will be needed to perform the percolation test, so AT LEAST FIVE (5) GALLONS OF WATER PER HOLE SHOULD BE ON HAND WHEN THE TEST IS PERFORMED. AN EIGHT (8) FOOT PROFILE HOLE IN THE LEACH FIELD AREA IS REOUIRED IN THE STATE OF COLORADO TO DETERMINE THE PROXIMITY OF GROUND WATER AND BEDROCK. (One soil profile hole shall be drilled or dug to provide observation of the soil profile of the area of the soil absorption system. The hole shall be prepared at least eight (8) feet deep. The hole may be terminated when groundwater or bedrock is encountered. The hole shall be prepared in such a way as to provide identification of the soil profile four (4) feet below the bottom of the soil absorption system). (FOR APPLICANT'S INFORMATION) 4 • • •t lot L Stu! - OF THE BOTTOM OF THE PIT (1 JSi JAI.J.Y 10 FEET), CRau #d Level g„, ia' l , i _� Percolaiio,J les/ -tor S4 t? 1 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 APPLICANTS INFORMATION) 5 RECOMMENDED MTNIMT JM REOULREMRNTS FOR INDIVIDTJAL SEWAC'TE DISPOSAI, SYSTEMS Before construction is started, the Inspector 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 *2 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, 0 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. 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 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 septic tank from dwelling: 5 feet 11. Minimum distance of leaching area to a well: 100 feet 12. Minimum distance of septic tank to a well: 50 feet 13. Minimum distance of leaching area to a stream or water course: 50 feet 14. Minimum distance from septic tank and disposal field to property lines: 25 feet for drywell 10 feet for leach field 15. 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 Il e TYPE OF SYSTEM TO BE CONSTRUCTED (1 1/2" to 2 1/2" Clean Gravel Required. Unless Otherwise Approved) 1 . TOP TOP 4" perforate,) Joao 6,o 0 °6,0 0 (1.00 �0 Gravel ength de ter- - r - - - _, pipe so 0 a ° o ei 00 6, 111118(1 (1 1 1 0_ [I O 000 00 )arc test ° ' ^ " 4" solid pipe 0 00 °0 0n°Op0 •esults _T' from Lank o 0p p 0o d • O o o 4" solid pipe ex- 1 * 0 p 6, 0 o t a tending into n. n -, -, ... - 0 0 0 00 drywall 1' 4 • ° 6,q°. 0 po0 ♦ ,� 0 0 r7 4 4 ♦ 4" hay or `•' 1 � „ 0 0 p r • • 6,o ,) o ° 0 0 p 0 01 ♦ i ♦ 4 i + •� straw over roc) % O © o Q O O A4 WGs 4Q 00 ltb 0000°0 o 0 tP404.4:4.4. • l'i �p Q C I C I C3 00 0fl 0a 1a °o n 0 0° ° •• ♦ • b o < * > ♦t 4 n. ° Op n o t9 0.006, 0000 o 3 6' 1 31 *Size determined from perc test results SIDE VIEW SIDE VIEW Backf111 ._ _ Dackf111 tiackfill AXX XX XXXXXXX `11 l l ' ay 4" solid pipe to tai ti f i - o ,, or straw 1 4 Q 6, » _ I -- - oval_ 1,1t,5! C one I c 4" hay or straw g • �U QSaWO Or.J 4" - •N1: . �a °Q ° 2 4 pipe in a•1 1k �f c o ems o25c> gravel i�y!� 1 • '. . '' Gravel 1' O c? o 0 0%o 0a 3 I'1 1 . S o 6,o cc 00 6,d) 6" Gravel "kW . r 0006 ° cc * '.'s'(t� • - f ./ . Concrete rings bar, b r p pO C ;P ° og 1 under pipe rii` �p 0a COUO �� 1 p' ,/l r • • . • I ntl 4 11 ih4 ` ? r y e 1' of gravel in { • • • r bottom 1 Seepage Red J {.._ oa;s a t • Drywel 1 n ... 8