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HomeMy WebLinkAbout04350GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT PROPERTY Owner's Name System Location Permit Assessor's Parcel No. This does not constitute a building or use permit. %511 Present Address € "`- c-.� t.._` _..t �`c� Phone k/ f €- LID Legal Description of Assessor's Parcel No SYSTEM DESIGN 412 50 S jY Ctt -;'.ems, ,-aa:127- /` Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) Required Absorption Area - See Attached Special Setback Requirements: Date 4 Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installa 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 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 INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION OWNER 5/ 641E dt% e v� ADDRESS /6'3(S lit 02 C© 623PHONE 770 `3 na, CONTRACTOR o ty7'1, e -d` f/&i e ADDRESS SAW C PHONE T f - PERMIT REQUEST FOR (I 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). �4 rJl,gS�11�- Size of Lot r e i f LOCATION OF PROPOSED FACILITY: Near what City of Town e,f€A Wool SPI1715 CO Legal Description or Address ©Ver u/vt So00ivS'h^^1 WASTES TYPE: Lot lco t P lis- Q (4✓S (X) DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER —DESCRIBE BUILDING OR SERVICE TYPE: /16 tdel e - Number of Bedrooms 4 Number of Persons ( ) Garbage Grinder (1() Automatic Washer (X) Dishwasher SOURCE AND TYPE OF WATER SUPPLY: (4 WELL ( ) SPRING ( ) STREAM OR CREEK 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? A site plan is required to be submitted that indicates the following 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 (septic tank & disposal field) 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 'u S 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: (S4 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? no PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) �j _, }\ t, Vv. p Minutes " per inch in ole No. 1 V Minutes per inch in hole No. 3 Minutes per inch in hole No. 2 Minutes per inch in hole No. _ Name, address and telephone oc.,RPE who made soil absorption tests: ',AA^� j 7 ^.e AA" 0_, .4 �9 Zc � O• of Q, S 7oca Name, address and telephone of RPE responsible for design of the system: 5f%ili AllAafEo `l --440C • 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 teens 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 evaluatin g 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 permit granted based upon said application and in legal action for perjury as provided by law. Signed. Date 7 /O-0 7 PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! 3 alor4) peojAluno3 Ca- -1/471 z 0 r =n 0 w w o w F aaq ro o ti w .w o roy n ❑ rA rn m N 0 h g Dr 0 (.Co �i C C w m 0 a. o'A0-w C F P C0 ti m • 0 F w' CO n. C 4 0 0- N 0Ft; <' 0 °. 0 u�^ s 0 C 0 y 0 SI) tel 0 r-° -- fl z < -6) >� 1.74 N (-94, n V d n z 0 P.O. Box 1908 /,<\ (970) 945-5700 (970) 945-1253 Fax 1011 Grand Avenue Glenwood Springs, o� Z4NCANELL4 4M0 4SSOCVJTES, INC. CO 81602 ENGINEERING COMSULT4NTS March 3, 2008 Mr. Steve Oger c/o Rudd Construction 0132 Park Avenue Basalt, CO 81621 Re: ISDS for Lot 1, Overview Subdivision Garfield County ISDS Dear Mr. Oger: This letter is to finalize the permitting for the individual sewage disposal system which was constructed for the residence located on Lot 1 of the Overview Subdivision, Spring Valley, Garfield County. Based on our observation of the construction on September 19, 2007, as well as information provided by you, we believe that the system constructed meets the intent of the approved design. If you have any questions, please call our office at (970) 945-5700. Very truly yours, Zancanella & Associates, Inc. Ti of y .Beck, P.E. #20630 cc: Matt Provost, Garfield County Bldg. & Planning Z:\97000's\97404 Rudd, Wayne \97404.08 Overview Subdivision\Septic System\Oyer ISDS.doc GENERAL NOTES 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY AND COLORADO DEPARTMENT OF HEALTH (CDOH) REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE—MENTIONED REGULATIONS. 2. FLOW: 4 BEDROOMS *2 PERSONS/BEDROOM *75 GALLONS/PERSON/DAY IS 600 GPD = AVERAGE DAILY FLOW. DESIGN = 1.5* AVERAGE = 900 GPD SEPTIC TANK: MINIMUM PRE—CAST CONCRETE TANK SIZE ACCORDING TO CDOH REGULATIONS IS 1,250 GALLONS, RECOMMENDED 1500 GALLONS. *FIELD SIZE: PER CDOH EQUATIONS: A = QVt Q = MAXIMUM FLOW 5 t = PERCOLATION RATE = 45 A = 900/40 = 1 138 SQ.FT 5 A = 1.3* 1138 (FOR BED VS. TRENCH) =1480 SQ. FT. MINIMUM AREA REQUIRED =1480 SQ.FT. 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE IF NO CLAY IS PRESENT. 4. VEHICULAR TRAFFIC IS PROHIBITED ON THE FIELD. 5. CLEANOUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 FEET ALONG THE HOUSE SEWER. 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN 1/2—FOOT OF FINAL GRADE. 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM AREA USING DRAINAGE SWALES AS NECESSARY. 9. PERCOLATION RATE BASED ON REPORT BY ZANCANELLA AND ASSOCIATES, INC. CONDUCTED ON JUNE 14, 2007. THE AVERAGE PERCOLATION RATE WAS 40 MIN NO FREE WATER OR BEDROCK ENCOUNTERED IN PROFILE HOLE. 10. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. BED SYSTEM NOTES 1. EXCAVATE AND LEVEL DESIRED BED AREA. RAKE INFILTRATIVE SURFACE TO ELIMINATE SMEARING. 2. THE BOTTOM OF THE BED AREA SHALL BE LEVEL. THE DISTRIBUTION PIPE IS TO BE LEVEL 3. BACKFILL TO A MINIMUM DEPTH OF 12" OF COMPACTED, SETTLED COVER. AVOID LARGE ROCKS IN BACKFILL MATERIAL. DO NOT USE WHEELED VEHICLES ON THE BED DURING CONSTRUCTION. 3' MAX. _sir✓=� i ��—__;_ _ �.�i i-----! ==L.1_ 3' •1,• I. • •;.% 4r INSPECTION WELL WITH AIR TIGHT CAP SLOPE TO DRAIN BACKFILL III—III III _11, (TYP. BETWEEN PIPES) co house 1250 GAL./MIN. SEPIC TANK 25);" 36.0' ABSORPTION L 42.0' BED EXI 50' MIN. BETWEEN 55.8' BED AND DITCH AS-1?0,1;;;117-1.510,..4.7 --'260.99 , DRAINAGE TRENCH AROUND HIGH SIDES OF BED 77_1 FILTER SCREENED FABRICROCK, ON TOP OF I -L --.Li ' < ,.. nr: . t .<�. \--PERFORATED 4"0 PIPE (TYP.) SECTI 0\ A -A N.T.S. �• 1 1/2" SCREENED ROCK - SITE SLA\ SCALE: 1" = 50' 6" (TYP.) 36' A+, 42' IN FROM SEPTIC TANK INSPEC�110N WELL, TYP. 4"0 BED PIPES (PERFORATED —�--- 4"0 DISTRIBU11ON PIPE (SOLID PVC) 1 INSPECTION WELL, TYP EDGE OF GRAVEL A BED PLAN Q.T.S. COLORADO MOUNTAIN COLLEGE SPRING VALLEY CAMPUS vice SCALE: \IT" v A D 1" = 2000' SECTION 35, T.6S., R.88W. OF 6TH P.M. INSTALL SPRINKLER BOX COVER AT GRADE 4" 0 SOLID PIPE CUT HOLE IN TOP OF INFILTRATOR UNIT FOR INSTALLATION OF INSPECTION WELL PIPE COUPLING 4" 0 PERFORATED PIPE �-- SOLID CAP FOR SUPPORT ON .✓'�� BOTTOM OF TRENCH OR BED S -CT 0\ JELL D .TAIL N.T.S. REMOVABLE PVC CAP --\ MARK IF BURIED FINISH GRADE 4" 45' SWEEP BEND 4" x 4" x 4" PVC WYE O� CLEAN OUT ASSEMBLY SEWER CLEA\ OUT DETAIL N.T.S. REV. N0. DATE REVISION MADE BY CHKD BY APPD BY SDS Plan and details SCALE: Varies DATE: JULY 9, 2007 SHEET: 1 OF 1 DRAWN BY: RAZ CHKD BY: TP B APPD BY: TAZ DRAWING: Site—Drainage—ISDS Steve Dc er ZANCA/VEL L A AND ,4550C/A TES, /A/C. ENG/NEER/NC CONSUL TANTS POST OFFICE BOX 1908 - 1005 COOPER AVENUE GLENWOOD SPRINGS, COLORADO 81602 (970) 945-5700 SHEET NO. PROJECT: 97404