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Home My WebLink AboutApplication- Permit4 7r14 ng" GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 109 8th Street Suite 303 Glenwood Springs, Colorado 81601 Phone (303) 945.8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name `^�` Present Address a es (o C.i� System Location 944'511'C,e 33C /J'&.rs C4 It .$l to "I 335 -- Permit N° 360q Assessor's Parcel No. This does not constitute a building or use permit. hone 9kU-3 .e7q Sect-o3�2 ,� V -eV. Legal Description o(Assessor's Parcel No.. SYSTEM DESIGN • $optic Tank Capatt& (gallon) Other F Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area • See Attached Special Setback Requirements: Date l44t4444,&.f 1 SJrC01 Inspector FIAL SYSTEM INSPECTION AND APPROVAL (as Installed) CO for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity Septic Tank Manufacturer or Trade Name Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name Adequate compliance with County and State regulations/requirements R 2- D —03 -^a !-Il.ryA4L C C4J Other Date *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. 1913, Revised 1984. 2. This permit Is valid only for oonnection 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 o1 permit commits a Class I, Petty Offense ($500.001Ine — 6 months in )all or both). Inspector - 1).1. RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE While - APPLICANT Yellow ,r,DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER Anti J c.L u }i ADDRESS .26, Cep dour. LI Jpad 33r New dost -/e PHONE q8q-35-75/ CONTRACTOR Se ! 4 - ADDRESS 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:: Near what City of Town Nati 12a sf/t Size of Lot 27 -acres Legal Description or Address Sech-wn $ Tocunsl„p t'o ante 9/ W l'M /:., /79eralon WASTES TYPE: (.''DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER - DESCRIBE BUILDING OR SERVICE TYPE: S 1 Number of Bedrooms 1 Curren 14, /oossi6/j 2 4 4- Number of PersWns / now, Jme 4 3 %ahr- ( ✓j Garbage Grinder ( Le/Automatic Washer (')'Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (vfWELL ( ) SPRING ( ) STREAM OR CREEK If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: x 1/1711/es Was an effort made to connect to the Community System? h0 A site plan is required to be submitted that indicates the followine MINIMUM distances: 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. GROUND CONDITIONS: Depth to first Ground Water Table Percent Ground Slope e each , e Id — —D — resf- v$- area_ wAerp. earlsM✓cfcci ti /,5" /oer /2" 2 ' TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: • (t SEPTIC TANK ( ) AERATION PLANT ( ) VAULT r , ( ) 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? ,469 PERCOLATION TEST RESULTS: (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: y� Name, address and telephone of RPE responsible for design of the system: Tl r &e04 -C CIA 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 A-447 1%4 Date PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 Designate North Arrow Vi N o en Ts z00 gc z z a t• ■ L❑CATI❑N ❑E PROPOSED DWELLING ONE BDRM -\////- -- EXISTING LEACH FIELDS —SEPTIC TANK SCHULTZ PARCEL D 27.5 Acres NOTE. 1. ALL SEPTIC WORK TO COMPLY WITH THE GARFIELD COUNTY AND COLO. STATE HEALTH DEPARTMENT REQUIREMENTS. 2. FOLLOW INSTALLATION GUIDELINES FOR. CONCRETE TANK— Copeland Concrete J FACH FIELD— BY INFILTRATOR SYSTEMS, 3. LANDSCAPE LEACH FIELD TO PROHIBIT VEHICULAR TRAFFIC OVER THE INFILTRATORS. 4. INSTALL 4" AIR VENT/INSPECTION PIPE AT THE END OF EACH ROW OF INFILTRATORS. EXISTING GARAGE MINIMUM DISTANCES! 100 feet Leach field to well 110' 50 feet Septic tank to well 55' 50 feet Leach field to water course (>500'). 10 feet Septic system to prop. line 40'+ INC. For the second holding tank, recommend to Install an Orenco Systems Inc. (OSI) Blotube Effluent Filter (or equal) to better protect the leach field from solids. DE De De In k Ta 90, DEj POWER POLE ELECTRIC SERVICE WATER LINE NEW SEPTIC TANK GRAVEL DRIVEWAY JGN CALCULATIONS (Pert, Method): Ign Flow = 75 gpd ( 2pp bdrm) x 150% x 4 bdrms = 900 gpd Mr. Craig Schultz 2656 County Road 335 New Castle, Colorado (970)984-3574 COUNTY ROAD 335 11111 NEV LEACH FIELD M1IL 20'x20' concrete Splash block or ep,oI 1,500 gal. Septic Tank Inv. out= 3' below Invert In Inv. in= -2% min. from house. 18' bury to top of tank min. Ign Area = 10/In. x Design Flow = x 900 = 590 sf 5 5 ltrator Area = 50% of Design Area = 0.5 x 590 sf = 295 sf Ifiltrators = E95 sf = 19.03, use 20 standard Infiltrator units 15.Ssf/Inf capacity = 900 gpd held for 30 hours, therefore a 1,125 in tank Is needed. Recommend a 150Qga1. 2 compartment tank. 1,50 a lton tank Installed SCHULTZ, PARCEL D SEPTIC SITE PLAN Use 20 Infiltrator units with a 1200 gal tank min, SCALE: 1"=30' I May 15, 2001 As-bullt 10-31-01 SURVEY BY: Developer ENG. BY: JERRY C. LAW, P.E 335 Donegan Road Glenwood Springs, CO 81601 (970)945-2769, fax -6596 SHEET NO. The new septic system for the accessory dwelling was overdesigned and bulli to ecommodate the needs of four bedrooms in the event that the main house's system falls In the future. All portions of the Installation Inspected either meet, or exceed, the standards established by the Colorado Deportment of Health. Jerome Cftner7ke (6.2 ' La21 E X1SiING I E ACEI FIE 7 I L❑CATION DE CONSTRUCTED DWELLING ONE BDRM EXISTING GARAGE WATER LINES C SCHULTZ PARCEL D 27.5 Acres NOTE: 1. ALL SEPTIC WORK TO COMPLY WITH THE GARFIELD COUNTY AND COLO. STATE HEALTH DEPARTMENT REQUIREMENTS. 2. FOLLOW INSTALLATION GUIDELINES FOR• CONCRETE TANK— Copeland Concrete I EACH FIELD— BY INFILTRATOR SYSTEMS, INC. 3. LANDSCAPE LEACH FIELD TO PROHIBIT VEHICULAR TRAFFIC OVER THE INFILTRATORS. 4. INSTALL 4" AIR VENT/INSPECTION PIPE AT THE END OF EACH ROW OF INFILTRATORS. MINIMUM DISTANCES' 100 feet Leach field to well 140' 50 feet Septic tank to well 57' 50 feet Leach field to water course 0500'). 10 feet Septic system to prop. line 40'+ For Mc second holding tank, recor,nenc tc Insto4 cr lIrenco Syste ns Inc. (CIS! Hloteri:e Effluent F liter (or equoli to het -lc r protect the troch +grid f r or, souls. DESIGN C Design Flo Design A Inflltrato k Infiltra Tank cape gallon tan DESIGN: Us POWER POLE ELECTRIC SERVICE —WELL Si, yo b9,, ro F1c Mr. Craig Schultz 2656 County Road 335 New Castle, Colorado (970)984-3574 COUNTY ROAD 33 GRAVEL DRIVEWAY NI V 1 ANF F.P11C _.....__..._....._ 11/16/01) 1,250 gaL Septic Tank Inv, out= 3' below Invert In Inv. In= -2% min. from house, 18' bury to top of tank min, Loading Dock 4" INSPECTION PIPES Ca (Pe M thod) = 75 gpd (2pp bdrn) x 150% x 4 bdrns = 900 gpd t = 10 /In. x Design Flow =410.7 x 22Q = 590 sf Area = 50% of Design Area = 0.5 x 590 sf = 295 sf 1rs = Z95 sf = 19.03, use 20 standard Infiltrator units 15.5sf/Inf ty = 900 gpd held for 30 hours, therefore a 1,125 Is needed. Recommend a 1250 gal. 2 compartment tank. 20 Infiltrator units with a 1200 gal -tank rein NfW LF. AC H F 1[ 1 NUIL, zo ?ii. Wouh h 6 c„r.,! SCHULTZ, PARCEL D SEPTIC SITE PLAN /1f �y 1'3(,)001Installed 11-16-01 As -built 12-16-02 JF'Vl1 f.1; II(v to'o't I IJC, 1,I 'i I ( I AW, f'.I _- IIGIiC �i�lll Iti p_I f l if 11w{,I`�i,rilu; c CI f'IGU1 (`-%/(1)(14') 2/(p',)