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Home My WebLink About01742 • • GAR FIELD COUNTY BUILDING AND SANITATION DiPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945 -8212 This does not constitute INDIVIDUAL SEWAGE DISPOSAL PERMIT N 1742 a building or use permit. Owner Charles MOntover System Location 0024 14RA 139 (LS. Licensed Installer _ Robert Gordon Conditional Construction approval is hereby granted for a / 00 0 gallon _kg_ Septic Tank or _ Aerated treatment unit. Absorption area (or dispersal area) computed as follows: t Perc rate of one inch in / _ minutes requires a minimum of sq. ft. of absorption area per bedroom. Therefore the no. of bedrooms 3 x 314 sq. ft. minimum requirement = a total of 7 # i. , -< sq. ft. of absorption area. r � May we suggest: / »)( • I� � r X f O � � r r� r �•f � 'j'S? v �_7� � � , . e . r /lt I V / 4 Date / i }_ /) � Inspe or � � � c9'79 - (_ �./ � FINAL APPROVAL OF SYSTEM: i' No system shall be deemet to be in compliance with the Sewage Disposal Laws until the assembled system is approved prior to cover- ing any part. , ._ .. 6eptic Tank access for inspection and cleaning within 12" of ground surface or aerated access ports above ground surface." - - Proper materials and assembly. - - � Trade name of septic tank or aerated treatment unit. cofiF'i "R4 ! �O 9 li /, ,!f,n ,• , •�;�', % /,, �! Adequate absorption for dispersal) area.U/C Lf'4 '- h '4( e - /C./ On H t-( `' (" / Adequate compliance with permit requirements. "—� _ / . /1 `�/3 _ Adequate compliance with County and State regulations /requirements. ._ Other • r / Date i r ' r / ) , / 1, 1 i P' r � „� ' L l � / , 'J.. /.i, . '' Inspector � 7' / V 7 - o el 0 ( f WITH RECEIPT ECORDS'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. 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 I, Petty Offense ($500.00 fine — 8 months In )all or both.). Applicant: Green Copy Department: Pink Copy Application INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION Approval by OWNER n County Official: ADDRESS eVZ /l ,�, /tQ: PHONE CONTRACTOR C+ ADDRESS Qy 7It PHONE 6?�$" - 49 /lj 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. (Se page 4.) LOCATION OF PROPOSED FACILITY: County 4W/44 Near what City of Town 4 z Sams Lot Size 2 � reecr Legal Description 1);12¢ `19 w / -� WASTES TYPE: (4'1 Dwelling ( ) Transient Use ( ) Commercial or Institutional ( ) Non- domestic Wastes ( ) Other - Describe BUILDING OR SERVICE TYPE: e / v Number of bedrooms 2 Si,4 P o 3 ?J Number of persons (4') Garbage grinder (41 , .tic washer ( / r'shwasher SOURCE AND TYPE OF WATER SUPPLY: (y) well ( ) spring ( ) stream or creek Give depth of all wells within 180 feet of system: If supplied by community water, give name or supplier: GROUND CONDITIONS: Depth to bedrock: C''l-'- Depth to first Ground Water Table: Percent ground slope: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: 3 /..7,1/BS Was an effort made to connect to community system? TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: '1' 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: (ell 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? ....�_._ _ Pann_2 Allrr 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 permftis 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 2 /! / /fr Signed .�G4' °" ' PLEASE DRAW AND ACCURATE MAP TO YOUR PROPERTY Page 3 1r 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 PEAl k9UMBER MUM ;/ % , , , lwiicss an,* co/21MA- 1 �9 CONIRACIOR • , ��re s k M 4'? THE'FOLIAWING IT'E•19 IIAVE EITHER BEEN OMITTED FROM YOUR PLANS oR NOT COMPLY WITH IRE PROVISIONS OF THE UNIEUPM BUILDING CODES. PLEASE CHECK ALL X'D TENS BEFORE BEGINNING CONSTRUCi'ION. ALL REF'ERENC'ES ARE 1982 UBC UNLESS onIERWISE NOTED. 1. . Structural concrete for footing and foundations and load bearing slabs on grade is • required to be 3000 PSI within 30 days. 2604 (c) E and Standard 26 -1. 2. Reinforcement steel for footings: 2 #4 rebars continuous. 7 Reinforcenent for footings: .30" minimu two at lhe WP of both= e footing ll. (a). Foundations shall extend at least 6" above grade. 2907 (a). 5. Provide for the drainage of surface /runoff water away from the building. 2905 (f) 6. Foundation plates on nud sills shall be redwood or pressure treated wood. 2516 (c) 7. Foundation plates shall be bolted to the foundation with anchor bolts a minumum of 1/2" x 7" - 6' on center; 1/2" x 15" in unreinforced grouted masonry. 2907 (e). G7 Solid blocking is required between joists at all bearing points. 2517 (d) 3. 9. With joists @ 24" on center: minimum plywood thickness-allowed is 3/4 ". Table 25 -R -1 10 Joists are insufficient for the spans: • Minimmne x - o.c. Table 25 -U-J -1 UP knawv) lI Bean insufficient for loads /spans 'k ..MINIMUM.size•allowed. Tables 25 and 2304 12. A glu -lain or a steel beam is required at Tables 25 and 2304 13. All walls bearing two floor loads are required to be a minimum Of 3 x 4's or 2 x 6 tW studs with a maximum spacing of 16" on center. 2518 (g) 1,3 Shear bracing required: both sides of each corner and•every 25 lineal feet. 2518 (g) 5 15. Brick ties; 1" x 22 gauge, spaced a minimum of 16" on center each way. UBC standard 30 ' 16. Ceiling /floor headman is required to be a minima of 7'6" in all rooms except kitchens, gi halls, bathrooms and storage areas which may be a minimum of 7'0 ". 1207 (a) Minimum stairwell headroan measured from the nosing of tread is 6'6 ". 3305 (p) ALL STAIRS: MAXIMUM rise 7 -1/2 "; MINIMUM run - 10 "; MAXIMUM.overall variation within a flight of stairs is 3/0 ". 3306 (c) (RESIDENTIAL EXCEPTION -0" rise & 9" tread). 1.2,4, Minimum width of stairways in a single - family dwelling is 30 ". 3306 (b) Handrails: minimum height - 30 "; maxim= height - 34 ", handgrip portion shall be not less than 1 -1/4" or more than 2 inches in cross sectional area. 3306 (j) 2 esidential guardrails: minimum height - 36". Open guardrails and stair railings - ?R shall have a pattern such that a sphere 6" in diameter cannot through. 1711 EXCEPTION - ISOLATED WttIERCIAL MAY BE 12 ". 22. Underfloor /crawl space ventilation is required. 2516 (c) 6 23. Access to underfloor areas shall be a minimum of 18" x 24 ". 24. Windows in unfinished basements: 4'x 4' with a maximum sill height of 44" or area used for storage only and plans marked "STORAGE AREA ONLY ". 1204 (Item 26, below) 5 Windows located within 18" of the floor and 18" or wider are required to be tenpered or protected. 5406 (d) 6 & 7 6. EVERY. bedroan below the 4th floor without a door opening to the outside shall havd'at'leaat'ohd'window that nests the follaw�ng requirements: c AI (J 7 o f MAXIMUM sill height: 44 inches �.,. yr / „ ^ MINIMUM net clear opening width: 20 inches --- , >'1 / 9 � P �� MINIMUM net clear opening height: 24 inches l' -- / .,.. Th MINIMUM net clear opening: 5.7 square feet 1204 / 27. Provide combustion air for furnace /water heater. UMC 607 Provide floor drain for water heater or pipe P & T relief valve to the outside of the building. UPC 1007 29. Furnace and water heater must each be removable without moving the other. UMC 703 30. Each water closet shall have minimum clearances of 24" in front and 30" width ' (15" center line to nearestrsidewall). Section 511 3 Bathrooms without windows shall be equipped with a fan vented to outside air. Section 705 Attic access required; minimum opening: 22 x 30 inches. 3205 (a) :Fireplace hearth: minimum depth in front of opening is 16 ", sides 8 ". 3703 - 3704 CLO Attic ventilation required; minimum 1/150th of the vented space. 3205 (c) dad :One hour firewell with a self closing 1 -3/0" solid core door is required between the O house and garage. 503 (d) 4 A "wired in" electrical smoke detector is required in all bedroan access areas; for second story bedrooms, locate the detectors at the top of the stairway. Any other ell) alarm Headers over o doors alarms. and w indo ws w o n edg 1210 (a) (g) 5 8. • 39. • 40. 5 e 1 2e , .. rewcn•1 AispoSa / Sys Iron reins- 3 .d CI ho 41. / �!1 P 4. / - 42. rrloor. 1,'sk'/9 Cor 7 — C/nc� / h , O n rufforl Iel c ax{ew1ern' 2 44. - Wm0 01 slave % ' ut y4. i ns / c, // et./ � 1 0 arco 0inc c' w,Vh 45. frefilat i mp,t; e el /nfrg# e✓n I AGREE 20 COMPLY WITH THE ABOVE RE()UIREMENTS . DATE: