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HomeMy WebLinkAbout04355c 1 1$ -En COI err5 VS -D GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY e - GDS Permit 4 3 5 5 Assessor's Parcel No. This does not constitute a building or use permit. Owner's Name G3‘nVe \muter 151cav) Present Address Iv ferquson - C\th.' phone e1,63444-1 System Location \p' Cr Legal Description of Assessor's Parcel No SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) w/ ale ice` �� �� / lel? ?007 i ear EScires 1=5 9 463-1V5-bt-ciaS Required Absorption Area - See Attached Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation y% erti System Installer IL am / 0 - CO 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 Other Date Inspector 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 — 6 months in jail or both). White - APPLICANT Yellow - DEPARTMENT OWNER ADDRESS CONTRACTOR ADDRESS INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION $,tt'i ill&k -4 SJ oa.r� �tiimernnkcC Q} PCP(y.A_Scnn (�,- e'atleondra.Qt)COPHONE 912342.14 8 1102 3 Kp s v� B rct n dl PHONE ',17.57j • 8062s. 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 Cox 60 n cl n 0 a Size of Lot 2 uut-e- Legal Description or Address TB p PYl CCS_ CAJLiek- 1201 WASTES TYPE: (Vc DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER—DESCRIBE BUILDING OR SERVICE TYPE: Number of Bedrooms 4 ba ( rtarbage Grinder (Automatic Washer Number of Persons (ta-Dishwasher SOURCE AND TYPE OF WATER SUPPLY: ( ELL ( ) SPRING If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to the Community System? ( ) STREAM OR CREEK A site ' lan is re s wired to be submitted that indicates the followin ' MINIMUM distances: Leach Field to Well: Septic Tank to Well: Leach Field to Irrigation Ditches, Stream or Water Course: Septic System (septic tank & disposal field) to Property Lines: 100 feet 50 feet 50 feet 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 2 TYPE OF INDIVIDUAL 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: ( ) 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? 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: 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. 1 further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any pel writ granted based upon said application and in legal action for perjury as provided by law. Signed (fVY\fAJ Date g I'Z3 \6�— PLEASE D' •©' N ACCURATE MAP TO YOUR PROPERTY!! 3 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 July 18d' 2007 Project No. 1358 A4 Architects, LLC Attn: Michael Hassig 100 North 3rd Street, Suite 201 Carbondale, Colorado 81623 Onsite Wastewater System Design, Proposed Residence Lot 5, Prince Creek Estates, Shoemaker Residence Garfield County, Colorado Michael, ALL SERVICE septic, LLC evaluated the subsurface investigation prepared by HP Geo -tech, Job No 101 801, and prepared an onsite wastewater system (OWS) design for the subject residence. The property is located in Garfield County, in an area where OWS are necessary. This letter is to be used in conjunction with plans provided. A well will serve the subject site. SITE CONDITIONS A 4 -bedroom residence is proposed as indicated on Figure 1. The property is vacant and slopes approximately 5% to the south. SUBSURFACE The subsurface was investigated by HP Geo -tech by excavating one Profile Pit and three percolation holes as indicated on attached plans. HP Geo -tech indicated the test has a 6 -inch topsoil layer, underlain by sand and gravel to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Percolation rates ranged from 17 to 26 minutes per inch (MPI). A 23 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 4 -bedrooms and an average sewage load of 600 GPD. The installation must include a 1250 -gallon, two-compartment, precast concrete septic tank, with the addition of an effluent filter in the second compartment. Tank alternatives may be considered. Four gravelless chamber trenches must be installed as indicated on plans provided. Four rows of 11 `Quick 4' chambers, for a total of 44 chambers, and 435 square feet (SF) of infiltrative area, is required. A distribution box should be used to distribute effluent. Construction must be according to the county ISDS regulations, the septic permit provided by Garfield County Environmental Health Department, and this design T 1 0 2007 �� 1TY ANG OWS Design Project No. 1358 7/18/07 Page 2 OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced during and prior to re -vegetation. Geo - fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Septic tank risers should extend to grade. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS p" 9-<4o& ALL SERVICE septic, LLC, OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. ALL SERVICE septic, LLC Timothy R. Petz 3 copies W ioF • U II re 0 UZ LL. 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No.1358 N W CC 3 0 W 0 hWg U0 WWU Luce WZ W fec d U Q tnWLL 0 0< DESIGN 4 -BEDROOM RESIDENCE LOADING = q = 600 GALLONS PER DAY PERCOLATION RATE = t = 23 MINUTES PER INCH (MPI) CALCULATED AREA = ((1.5 X q X sgrt t) / 5) = 864 SF MINIMUM REQUIRED AREA = 864 SF X 50% REDUCTION = 432 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBERS LENGTH OF 'QUICK -4 TRENCHES = 44 FEET = 11 CHAMBERS TOTAL NUMBER OF 'QUICK -4' CHAMBERS = 44 TOTAL INFILTRATIVE AREA = 435 SF FOUR TOTAL TRENCHES DRAIN FIELD CROSS SECTION -1??. T 3.5' MA L -m--- 4" PVC OBERVATION PIPE GRAVELLESS CHAMBER (4'x3) LIMIT OF EXCAVATION I + 6' MINx SCARIFY SURFACE D' MIN SLIP -W PVC CAP DO ICI' GLUE FINISHED GRADE SEWER LUNE - 4 4' SCHEDULE 90 P.V.C. VENT - 4' 40 4' SDR P.V.C.INSOLATED COPPER TRACER WIRE MAY DE UNSTALLED m LOCATE LIFE DI SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S> TYPICAL INFILTRATOR(R) QUICK4(TM) CUT SHEET o2° 48' (EFFECTIVE LENGTH) 11,1111111,311111111(411.11711' 4' PLAN VIEW -TYP. SERIAL OVERFLOW LINES TO BE INSTALLED IN 'HIGH' PORTS ON END PLATES. PROJECT N0. 1289 TO ADDITIONAL TRENCH GRAVELLESS CHAMBER 'QUICK -4' '101.11111.....■.■' OBSERVATION PIPE j 3 FEET 1 11111111111111111111111111111111111111111131 6 FEET MIN 0 .■.......■' 11 CHAMBERS PER TRENCH PVC LINE FROM TANK FIGURE 3 PVC Splice Box w/Cord Grips L J O 0 m _ CO o CD N CO 0 me Iz N 0 F N U O 0 L N COV0 d 0' W C Q G 0 0 0 U is- = L EL.0 N Le 0 N o o p �O 0 Y N 0 0 O o 0 . E o a d ALARM IS OPTIONAL W 0 z W < m 0 Q O UJ F— Cr 0 or oo LO N) PROJECT NO 0 N dt' C C N M 0 M44 d o 0 d �c DON' N O 0- U- Jun 25 07 04:0Bp A4 Rrrhitects 9709636761 p. 13 APPROXIMATE SCALE 1"=50' LOT 1 .1 1 1 \I { l P` 0 1 1 PROFILE` `P-3 1 BORING, 1 P-1 umir, EASEMENT LOT 6 M 1 1 { 0 BORING 2 2t0 GORING 1 0 BENCH MARK: GROUND AT PROPERTY 1 PIN: ELEV. = 100.0'. ASSUMED. 1 1 1 1 1 1 t 1 1 r WELL 1 EASEMENT 1 1 i I 1J 11 f1 IL 1 LOT 5 ACCESS AND UTILITY EASEMENT 195 1 101 801 HEPWORTH--PAWLAK GEOTECHNICAL, INC. LOCATION OF EXPLORATORY BORINGS I Fig 1 AND PERCOLATION TEST BOLES Jun 25 07 04:10p R4 Rrchiteots 9709636751 p.18 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1r 1 1 1 HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1i PERCOLATION TEST RESULTS JOB NO. 101 801 Note: Percolation testing was performed in 6 -inch diameter auger holes dri;led and soaked on December 13, 2001. Percolation tests were performed on December 14, 2001. The average percolation rates were based on the last twc readings of each test. HOLE NO. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE !MIN./INCH) P-1 38'h 15 201/4 17114 3 17 1/4 16 5/8 5/8 16 5/8 15 5/6 1 15 5/8 14 7/8 3/4 14 7/8 13 7/8 1 13 718 12 1/4 1 5/3 12 1/4 11 5/8 518 11 5/8 11 5/8 24 P-2 33 3/4 15 T4 112 14 1/4 1/4 14. 1/4 13 1/8 1 1/8 13 1/8 12 3/4 3,3 12 3/4 12 1/4 1;2 121/4 11 7/8 3/8 11 7/3 11 1/4 5/8 11 1/4 10 7/8 3/8 10718 101/8 3/4 26 P-3 461/2 15 167/8 141,'4 2 5/8 14 1;4 11 1;4 3 111;4 91;4 2 3 1/4 7 2 1/4 75 3;4 1 714 5 3/4 4 5;8 1 1/8 3 78 2 7;8 111 17 .—._� Note: Percolation testing was performed in 6 -inch diameter auger holes dri;led and soaked on December 13, 2001. Percolation tests were performed on December 14, 2001. The average percolation rates were based on the last twc readings of each test. PO Box 2844 �gg�8y@@prpgp$ ¢p' f,1,1! Ph970-618-5033Glenwood 8Co 81602 SENCE 4: 4 Fax January 10th, 2008 A4 Architects Attn: Michael Hassig 100 North 3`d Street, Suite 201 Carbondale, CO 81623 Installation Observation, Proposed Residence Lot 5, Prince Creek Estates Garfield County, Colorado Project No. 1358 JAN 1 fu 2008 Mr. Hassig, ALL SERVICE septic, LLC performed an installation observation on December 13th 2007 for the subject property. The installation included a 1250 -gallon, two-compartment precast concrete septic tank with an effluent filter, followed by 4 rows of 11 `Quick -4' chambers, for a total of 44 chambers, equaling 435 SF of drain field. Serial distribution is used to distribute effluent. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: The observations were based on information submitted. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALL E septic, LLC Timothy R. Petz 2 copies sent Copy sent to Garfield County iS Gravelless trenches w Pro No. 1358