HomeMy WebLinkAbout4107.pdf• Ce' iv 50'0'roc(1 KS%� • _ �, ovvy, ',:.i�«". '«."X+k9r14w'P `.�nC«l�M'+ ,fig? i)R<. ' ,•.M' �. ;..nr�+ . GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT Permit 108 Eighth Street, Suite 201 Glenwood Springs, Coloradof 81601 Phone (970) 945-8212 INDIVIDUAL SEWAGE DISPOSAL PERMIT Assessor's Parcel No. This does not constitute a building or use permit. PROPERTY Z Owner's Name Present Address Z7 ("53 l-4-3— 6{2 Phone System Location �1Z b !V ti=ii (.)A- � ' IC./nl (, (� /i (1t O Legal Description of Assessor's Parcel No ) 7� r I / 02 - Ua�iv� SP?VA35 f c - 1 SYSTEM DESIGN Septic Tank Capacity (gallon) Other Percolation Rate (minutes/inch) Number of Bedrooms (or other) 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 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 -e ScL &2 i� �/ e � fly (.i �'la iI ADDRESS ) } lV s teY 6 S -JK PHONE 3 7- y ?I 7 CONTRACTOR S ( ) y 11_,‘.3 ADDRESS �; U.= ST {�1/2t \c (.c %. `c /6VCC PHONE `l�I-1) 3 t`C ( C 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 Legal Description or Address WASTES TYPE: t S' ( -C CC ' Size of Lot u E Ac • lo -f 73 DWELLING ( ) TRANSIENT USE ( ) COMMERCIAL OR INDUSTRIAL ( ) NON-DOMESTIC WASTES ( ) OTHER—DESCRIBE BUILDING OR SERVICE TYPE: Ka t V1c i� Number of Bedrooms Number of Persons Garbage Grinder1) Automatic Washer (X) Dishwasher OURCE AND TYPE OF WATER SUPPLY: pc -j) / WELL ( ) SPRING If supplied by Community Water, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: I Was an effort made to connect to the Community System? 7 ( ) STREAM OR CREEK A site plan is required to be submitted that indicates the following MINI 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 ILL NO A SITE PLAN. GROUND CONDITIONS: Depth to first Ground Water Table cff Percent Ground Slope M distances: E ISSUED WITHOUT oS kit IF( kc.‘_u, TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: SEPTIC TANK VAULT PRIVY PIT PRIVY ( ) CHEMICAL TOILET( ) AERATION PLANT ( ) VAULT COMPOSTING TOILET ( ) RECYCLING, POTABLE USE INCINERATION TOILET ( ) RECYCLING, OTHER USE OTHER -DESCRIBE FINAL DISPOSAL BY: ( ' ABSORPTION TRENCH, BED OR PIT ( ) UNDERGROUND DISPERSAL ( ) ABOVE GROUND DISPERSAL ( ) OTHER -DESCRIBE ( ) EVAPOTRANSPIRATION ( ) SAND FILTER ( ) WASTEWATER POND WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? JO r> 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 fordesign of the system: Applicant acknowledges that the completeness of the application is conditional.upon such further mandatory and additional tests and reports as maybe 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 fi \ recto ScaQL` c Date —OLS— PLEASE DRAW AN ACCURATE MAP TO YOUR PROPERTY!! RECEIVED JUN 2 0 2008 GARFIELD COUNTY BUILDING & PLANNING Rifle Co. June 2 , 2008 Garfield County Building & planning Department At'n David N. Mead On response to your letter dated mach 11,2008 I am attaching to this letter a letter from the Engineer and letter from Sanchez drywall Inc. who Help me on the construction of the septic system. I want to inform you , that this septic system was not visually inspected by the engineer, but all work was done according to the plans and I take full responsibility for any omission or deviation on the construction of the system and I will not do any claim against any person or institution . It is all what I can do to comply with your request. I ask for your help and your comprehension. Sincerely fredo Sala r (Cry,S� To : Alfredo Salazar SANCIIE Z DRYWALL INC. Silt Co May 29 , 2008. We (Sanchez Drywall Inc.) guarantee that the construction of the septic system on your house (lot 1 of Native Spring Subdivision) known as 0026 Native springs dr. Rifle Co. was done according to the plans provided by Westar and We take the liability for any deviation on the construction if different from the specifications on those plans. Sincerely Sanchez Drywall Inc Carlos S ' chez Vice -pre 110 W Main Street, Silt CO. 81652 Phone (970) 876-2889 Fax (970) 876-0447 06/26/2008 14:53 9708760447 COPELAND CONCRETE INCORPORATED Manufacturers of Precast Concrete Products AISo Distributor or Related Items 28803 U.S. WWy 6 Rifle, Colorado 81650 Phone 625-1112 Fax 625-1110 SOLD To /4,I r e o l { is z..0 v -- THE A TEAM PAGE 02/02 "Praise The Lord" DATE 1 G.O.D. CUSTOMER NO. • SALESMAN PHONE NO - r C' RESALE MDSE. fEM- J0B NO. SHIP TO klrk' - , r., a c3I t '1) WEIGHT ITEM Qty, Shipped I3,2„1„0r. /a,9co` /32 / /2 o G�ectn PERSON CALLING P,0. NUMBER JOS NAME DESCRIPTION Gc U UNIT PRICE EXTENSION /6 /01 3 i 7 1 Cf flkc • bo ��ofS og, 00 foo /7 5U 7L I ! ; r q I p) .i 1� PVL. io-; 0;2_ /lel) . 4 ,, i9 f ,r z/.5�7 DELIVERY CHARGE WARRANTY ON ABDV&USTED UAT RIAL (INCLUDING MACHINES, PARTS 8 SUPPLIES) IS LIMITED TO THAT AS PROVIDED BY THE MANUFACTURER, C PIES) WHICH ARE•AVAILABI-E UPON REQUEST pRIvER'S SIGNATURE ' '" -.s' I . THANK YOU ASN 0 i4 (JI 5o r 0° STATE TAX GARFIELD COUNTY TAX RECE 51 VE JUt J 2008 /-11,3061 L` f c --e— GARFIELD COUNTY BUILDING & PLANNING CIVIL • STR!lCTURAl • MATERIALS RANDLING ENGINEERS DATE: 08 May 2008 PROJECT: Lot 1, Native Springs Garfield County, Colorado TO: Sanchez Drywall Dear Carlos. 448 Will Avenue Rifle, Colorado 81650 970-625-2774 Phone 970-625-4399 FAX westar@rof.net E -Mail I did not visually inspected the work done on the ISDS for this lot, but from the photos you supplied of work in progress it appears that the work generally conforms with the intent of the drawing. You should note that this was not a visual inspection, and that no materials, dimensions, or elevations were check by Westar, Inc. Sincerely, Stephen A. Kesler, P.E. President xc: File aNn►`t1111woo, qb n9062 zi IScotri*D OA e° '111 081,Jt1t11i0\'''' Page 1 of 1 March 11, 2008 Alfredo Salazar 0026 Native Springs Drive Rifle, CO 81650 Sir, Your house was completed in April of 2006. I have been attempting since that time to complete your file and have not had success. I have no proof that your engineered septic system was inspected and approved by the engineer, Stephen A. Kessler. I have attempted to call him numerous times and never receive a return call. I really need you to contact him and get this taken care of. Thank you for your cooperation. Sincerely, David N. Mead Building Inspector NATIVE SPR/NG DRIVE PROPERTY OE 50' SLAT BACK FROM pMFIL7RA7/OY rREID to or /RR/GAAGW DITCH 953$' LEAH REED- (132) TOTAL INFTLTRATOR LIMITS —40 till1 \-\{O I 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 0 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1! of "Orel' 3,R1 ,SF 0 s S89 34' 41' W 819.1' N8934'41'E8I9.1' TYPICAL CLEAN OUT DETAIL MIS COUNTY ROAD 221 ROUGHEN gas 5 AND BOTT. OF TRENCH 1=11. HiI—I air HOLE IN TCP Or -7-111E-111 I1-111-1 -111=111 III -III_ „I11= 111-1I- _=1 _ -III III=11 1—I 11 III=1 I 1 _I=1 I_ _ I I=1 111111-111=11 H 11=1 I 1=111F-±21-111=111=111=111=- -111=-11 I-111111 11 111 111 -III -III -TTI- l /NRK IRATAP FAP PERF PIPE INFIL IRA1AP REMOVABLE PVC CAP. TPROVIDE MARKER 0'0 HOLE TYP. (4) PL. 4' PVC RISER COUPLING 4'1 PERI: PVC PIPE INSPECT10N RISER DETAIL MIS NATURAL GROUND ROUGHEN S DEF AND BOI f Or TRENCH STANDARD ANL1RATOP CYEAM AY9'1E II - -111— I I I__ L—ISI- — -1 I I—I 1=11=1 1=1 I I-1 I -I 1=1 I =1 _III I I I=1 I �1 11=11 I-111=1 i 1=1 1=1 I-1 — 7RTNQrI BDUT, 70BELE11Z .ilS' AAllt INFILTRATOR TRENCH DETAIL I 8 IR i L2SY&Y BASS - (3) BOIROOI/S (2) PERSONS/ ROOM. 75 GAL/DAY/PERSON. 0 = 450 Go DEWY ROW = 1.5 x 450 = 675 60 = Lina: USE A 1,000 GAL SE7'1TC TANK w/ BAFFLE TRENDY/ FIELD AREA: Omar = 675 CPO t = 90 MIM/ANL (SEE HP GEOTECh' REPORT) A=(C1nar xV?)/5 = 1,281 SF. NO UN/75 = (1,281)/9.9 SR PER INT = 130 UN/TS LISE (6) 7ROVCHES NTH (22) UMTS EACH TRENCH. NO ARE, DEDUCTION TAKEN F0? STANDARD GNAWER INFILTRATOR. UI EQUALIZER 36 CHAMBERS AS MANUFACTURED BY INALTRATOP SYSTEMS INC LOT 7 4.6 AC TABLE 11 TABLE OF MINIMUM HORIZONTAL DISTANCES IN FEET BETWEEN COMPONENTS OF A SEWAGE DISPOSAL S').31.1 INSTALLED AFTER NOVEMBER 15, 1973 AND PER'.INENT PHYSICAL FEATURES Dry Gulches. (3) 10 (3) 25 v(3) 25 15 10 10 10 "u (2X4) 10 NOTE: The minimum distances shown above shall be mainlaincd between the system components and the physical features described. Where sod. geolo;ical or • warrant, greater distances may Ix required by the local board of health or by the Wales Quality Control Commission pursuant to C.A.S. 25-8-206 in accordance wi prescribed by law and rules and regulations implemental of said section Components which are not watertight should not extend into areas of thc root system of n repair or upgrading of existing systems where the size of lot precludes adherence to these distances, repaired facility shall not be closer to water supply com.wnent existing facaitic. Distance shown shall not apply 10 treatment plants or effluent lines where recycling is permitted_ Crossings or encroachments may be permitted at the points as noted above provided that the water conveyance pipe is coaled for a minimum distance on each side of the crossing. A length of pipe shall be used with a minimum Schedule 40 ming of sufficient diameter to easily slide over and completel water conveyance. Ridged end caps of at least Schedule 40 ruing must be glued or secured in a watertight fashion to the ends of the encasement pipe sufficient sire to accommodate the pipe shall be drilled in the lowermost section of the ridged cap so that the conveyance pipe rests on the boeom of the pipe. The area in which the pipe passes through the endcaps shall be sealed with an approved underground sealant compatible with the piping used. Add 8 feet additional distance for each 100 gallons per day of design flow over 1000 gallons per day as specified in the table, unless it can be demonstru registered Professional Engineer or Geologist that a mechanical or natural barrier will prevent contamination (4) Encroachments may be permined provided thc water or wastewater conveyance pipe is encased as in (2) above, specified in the table. (1) (2) (3) ISDS AND ADSORPTION TRENCH NOTES: 1. ADSORPTTOW 77;VVCY1S SI/ALL FOLLOW CONTOURS .SHALL NOT &CEZD 107 FEET IN LENGTH, AND THE BOTTOMS ! SHALL BE LEVEL THE BOTTOM AND SIDES OF THE TRENCHES SHALL BE ROUGHENED SY RAKING OR SOME SIMILAR METHOD AF /LH EXCAVA1CW 10 OPEN SOIL SURFACE'S £%VAVAITCW OF TRENCHES DURING MET HEATHER OR WEN NET /S NOT PERMITTED. TRENCH F7EZD LOCATION SHALL MEET 771E REQUIREMENTS OF TABLE IL ALLOWANCE FC14 GA GRINDER ER EFTZUENT /S NOT /NCZUO D /N ISDS L E9QV, 2 PROVIDE DRAIN SWALES AROUND TRENCH HELD R7 PREVENT SURFACE WATER FROM ENTERING THE REED. USE 0 TIRED VF/lIaES SHALL NOT BE PERI//TTED ON THE TRENCH REED. 1 STANDARD CHAMBER INFILTRATORS SHALL BE INSTALLED IN ACCORDANCE N1771 77/E MANUFACTURERS D/REC1TONS TNF71TRATARS SHALL BE CONFIGURED FOR SERIAL DISTRIBUTION AS SHOW 4. ANY LARGE ROCYS LNCYX/N1ERED DURING TRENCH EXCAVATION SY/11 BE REMOVED AND REPLAG£D WITH PIT -RU OR O7HER SMILAR APPROVED MATERIALS 5 ALL CONSTRUCTION AND INSTALLATION SHALL CONFORM 70 THE CARF7EZD COUNTY REGULATIONS GOVERNING INDI SE1YA6 DISPOSAL SYSTEMS CONTRACTOR SHALL BECOVE FAMILIAR W177/ THE REGULATIONS AND ENSURE CLMPLI, OUTS ARE REQUIRED AT 100' INWIRVAL. AND AT ALL BENDS IN THE SEWER UNE, SOILS AND PERCOLA170V DATA 1 8Y HP GELITECH,, INC REPORT DATED 20 OCTOBER 2075 frtV NO. 105 598 ADDITIONAL PERCOLA17(W TESTS SVC) PERFORMED /N THE FINAL LOCATION OF 77IE TRENCH FIELD PRION TO /NFL 1RA109 INSTALLATION OWNER/BUILDER 5 THE REWIRED /SOS PERMIT PRIOR 70 CONSTRUCTION. SITE PLAN INFORMATION WAS PROVIDED BY OWNER 6. 71115 SYSTEM HAS BEEN DESIGNED FOR LXMIESTIC WASTE ONLY. BACKWASH OR RUSHING TROs/ REVERSE OSA 09 WA 7E7? SOFTENERS OR FILTERS SHALL NOT BE ALLOWED /NT0 THIS SYSTEM. OWNER SHALL INSURE 77/AT ALL PL 'M6 IE SINKS AUKS TCVL.E7S ETC ARE /N 6271717 REPAIR AND DO NOT LEAK WATER INTO THE SYSTEM WHICH MAY .Ab THE ISDS SHALL 8E LOCATED Ar LEAST 107 FEET ROW ANY WATER WELL. CONTRACTOR SHALL INSURE 77/AT 7 E WATER PQHr TO PREVENT WATER /NFTLTRATICW ONTO THE SYSTEM WHIP! MAY CAUSE OVERLOAD. PERI0G'7C MALI TAA THE ISIS SYSTEM WILL BE REQUIRED 70 INSURE COWINUED PERFORMANCE 7 SEPTIC TANKS SHALL BE MERLES [78194 LASS OC CONCRETE EQUIVALENT; AND 9/ALL 8E INSTALLED IN ACW'I'OA MANUFACTURERS INSTRUCTIONS ALL SEWER ONES TANKS FILTERS ETC WHERE DEPTH OF COVER /S LESS THAT 5 BE FROST PROTECTED IW1H GYUEBOARD INSULATION 8 INSURE 77/AT FINAL GRADING DIRECTS ALL SURFACE WATER AWAY FROM/ 777£ TRVVC 117£10. TOPSOIL COVER DEP 717 ALLOW LANDSCAPING BLIT SI/ALL NOT EXCEED ONE FOOT VARIANCE 9. PERMANENT MARKLT?S SHALL BE /NSTAI/FA AT ALL RISER. CLEAN W75 AND OTHER BURIED COMPONENTS NOT FROM THE QRQ/ND SYURFAC Spring, Wells, Suction Lines Potable Water Supply Line Potable Water Supply Cistern Dwelling Occupied Building Propert) Lines, Piped or Lined Irrigation Ditch Subsoil Drains, Intermittent Irrigation Lateral Lake, Water Course, Irrigation Ditch or Stream Dispersal Syssem Utilizing Aerosol Methods (3) 100 (4X2) 10 50 125 10 0 (3)al 25 Seepage Pit or Slit Trench (3) . 100 (4X2) 50 25 20 25 10 (3) 50 Absorption Trench, Seepage Bed, Sand Filter, Subsurface System or Drywell (3) 100 (4X2) 25 25 20 10 10 (3) 50 Dispersal Unlined Sand Fater in Sod With a Percolation Rate Slower than 60 Minute pa Inch 100 (4X2) 25 25 15 IC Ip 25 Unlined or Partially Lined Evapoaanspintion System, Wastewater Pond, or Stvfam Disposal System Other then 100 (4X2) 25 25 15 10 10 25 Aerosol Lined Sand Filter 60 (4X2) 10 25 15 10 10 25 Lined Evapotranspiration Field or Lined Wastewater Pond 60 (4X2) 10 25 15 10 10 25 Pit Privy or Vault Privy 50 (4X2) 10 25 15 10 10 25 Septic Tanks, Treatment Planta, Dosing Tanks, Vaults (2) 50 (4X2) 10 25 (1) 5 10 10 50 Building Sewer or Effluent Lines (2X4) 50 (4X2) 10 (4) 25 0 (2X4) 10 (4) 10 (2X4) 50 DATE:I 07 DECEMBER 1005 Dry Gulches. (3) 10 (3) 25 v(3) 25 15 10 10 10 "u (2X4) 10 NOTE: The minimum distances shown above shall be mainlaincd between the system components and the physical features described. Where sod. geolo;ical or • warrant, greater distances may Ix required by the local board of health or by the Wales Quality Control Commission pursuant to C.A.S. 25-8-206 in accordance wi prescribed by law and rules and regulations implemental of said section Components which are not watertight should not extend into areas of thc root system of n repair or upgrading of existing systems where the size of lot precludes adherence to these distances, repaired facility shall not be closer to water supply com.wnent existing facaitic. Distance shown shall not apply 10 treatment plants or effluent lines where recycling is permitted_ Crossings or encroachments may be permitted at the points as noted above provided that the water conveyance pipe is coaled for a minimum distance on each side of the crossing. A length of pipe shall be used with a minimum Schedule 40 ming of sufficient diameter to easily slide over and completel water conveyance. Ridged end caps of at least Schedule 40 ruing must be glued or secured in a watertight fashion to the ends of the encasement pipe sufficient sire to accommodate the pipe shall be drilled in the lowermost section of the ridged cap so that the conveyance pipe rests on the boeom of the pipe. The area in which the pipe passes through the endcaps shall be sealed with an approved underground sealant compatible with the piping used. Add 8 feet additional distance for each 100 gallons per day of design flow over 1000 gallons per day as specified in the table, unless it can be demonstru registered Professional Engineer or Geologist that a mechanical or natural barrier will prevent contamination (4) Encroachments may be permined provided thc water or wastewater conveyance pipe is encased as in (2) above, specified in the table. (1) (2) (3) ISDS AND ADSORPTION TRENCH NOTES: 1. ADSORPTTOW 77;VVCY1S SI/ALL FOLLOW CONTOURS .SHALL NOT &CEZD 107 FEET IN LENGTH, AND THE BOTTOMS ! SHALL BE LEVEL THE BOTTOM AND SIDES OF THE TRENCHES SHALL BE ROUGHENED SY RAKING OR SOME SIMILAR METHOD AF /LH EXCAVA1CW 10 OPEN SOIL SURFACE'S £%VAVAITCW OF TRENCHES DURING MET HEATHER OR WEN NET /S NOT PERMITTED. TRENCH F7EZD LOCATION SHALL MEET 771E REQUIREMENTS OF TABLE IL ALLOWANCE FC14 GA GRINDER ER EFTZUENT /S NOT /NCZUO D /N ISDS L E9QV, 2 PROVIDE DRAIN SWALES AROUND TRENCH HELD R7 PREVENT SURFACE WATER FROM ENTERING THE REED. USE 0 TIRED VF/lIaES SHALL NOT BE PERI//TTED ON THE TRENCH REED. 1 STANDARD CHAMBER INFILTRATORS SHALL BE INSTALLED IN ACCORDANCE N1771 77/E MANUFACTURERS D/REC1TONS TNF71TRATARS SHALL BE CONFIGURED FOR SERIAL DISTRIBUTION AS SHOW 4. ANY LARGE ROCYS LNCYX/N1ERED DURING TRENCH EXCAVATION SY/11 BE REMOVED AND REPLAG£D WITH PIT -RU OR O7HER SMILAR APPROVED MATERIALS 5 ALL CONSTRUCTION AND INSTALLATION SHALL CONFORM 70 THE CARF7EZD COUNTY REGULATIONS GOVERNING INDI SE1YA6 DISPOSAL SYSTEMS CONTRACTOR SHALL BECOVE FAMILIAR W177/ THE REGULATIONS AND ENSURE CLMPLI, OUTS ARE REQUIRED AT 100' INWIRVAL. AND AT ALL BENDS IN THE SEWER UNE, SOILS AND PERCOLA170V DATA 1 8Y HP GELITECH,, INC REPORT DATED 20 OCTOBER 2075 frtV NO. 105 598 ADDITIONAL PERCOLA17(W TESTS SVC) PERFORMED /N THE FINAL LOCATION OF 77IE TRENCH FIELD PRION TO /NFL 1RA109 INSTALLATION OWNER/BUILDER 5 THE REWIRED /SOS PERMIT PRIOR 70 CONSTRUCTION. SITE PLAN INFORMATION WAS PROVIDED BY OWNER 6. 71115 SYSTEM HAS BEEN DESIGNED FOR LXMIESTIC WASTE ONLY. BACKWASH OR RUSHING TROs/ REVERSE OSA 09 WA 7E7? SOFTENERS OR FILTERS SHALL NOT BE ALLOWED /NT0 THIS SYSTEM. OWNER SHALL INSURE 77/AT ALL PL 'M6 IE SINKS AUKS TCVL.E7S ETC ARE /N 6271717 REPAIR AND DO NOT LEAK WATER INTO THE SYSTEM WHICH MAY .Ab THE ISDS SHALL 8E LOCATED Ar LEAST 107 FEET ROW ANY WATER WELL. CONTRACTOR SHALL INSURE 77/AT 7 E WATER PQHr TO PREVENT WATER /NFTLTRATICW ONTO THE SYSTEM WHIP! MAY CAUSE OVERLOAD. PERI0G'7C MALI TAA THE ISIS SYSTEM WILL BE REQUIRED 70 INSURE COWINUED PERFORMANCE 7 SEPTIC TANKS SHALL BE MERLES [78194 LASS OC CONCRETE EQUIVALENT; AND 9/ALL 8E INSTALLED IN ACW'I'OA MANUFACTURERS INSTRUCTIONS ALL SEWER ONES TANKS FILTERS ETC WHERE DEPTH OF COVER /S LESS THAT 5 BE FROST PROTECTED IW1H GYUEBOARD INSULATION 8 INSURE 77/AT FINAL GRADING DIRECTS ALL SURFACE WATER AWAY FROM/ 777£ TRVVC 117£10. TOPSOIL COVER DEP 717 ALLOW LANDSCAPING BLIT SI/ALL NOT EXCEED ONE FOOT VARIANCE 9. PERMANENT MARKLT?S SHALL BE /NSTAI/FA AT ALL RISER. CLEAN W75 AND OTHER BURIED COMPONENTS NOT FROM THE QRQ/ND SYURFAC t//mtrllilitt. 20' Centimeters M MOT AWE DRAMS 40' Graphic RCP OENTINk'%W Inches V I llll Scale MAWS 1 11 l 60' 1 Tenths 1 I I I 80 I I I I I I \ `i00n,41111 ar"°" Y mr MAIRDIIED CAD DAM S MrzafD AV At 4WValL. f tW CARRIED ma( INCROOM)' PAR»' SHAIA rMf 5175 A5 'TAWSA , De s MARE OWy rCIWO Or SII ..foe aA,iWc.nwAam.x we awlxtrm NT rWAa1Pa Ate MOWED sr Dwrm PARE CIPrfia,(41 AMr NFAX3 MCitaw 5A5 ow La1A SINN h! 4 OrAIONa oro ,„ NAS CF NS CX0 Q 5M ~Jr MC PRIER M1 y SE ROR au SA W r�a.r anxaw,rcnwA; PIAKM:ANl>ra.a+V, xrxrw rs R�""rra f ,c0 Z 0 w 0 cc LL wA 0 W Z 0 "-' ��� rnniri . /�� \,`\ �� IRT G 4 /, \\\ �Pa O� a CDa 4 T . ` �® ���ea a.;�F� e�_. = wti� °.•e V = ©� `Pk:::air_ ;�, =.ei— ST/!�'TL�4L Bim' asc.E y RIFLE, COLORADO NSPE S 970-625-2774 CLEC ��� DRAWING ISSUE STATUS SALAZAR RESIDENCE LOT 1 NATIVE SPRINGS SUBDIVISION ORAWN ACAD2005 APPROVED FOR CONSTRUCTION CHECKED.- _., AK APPROVED: SPAM SITE GRADING, DRAINAGE AND LS.D.S. SYSTEM CAD FILENAME: ortE / �� ISI PROJECT NUMBER: 1 07 DEC 2005 ADD SEPTIC SYSTEM DETAILS 0 19 SEPT 2005 ISSUED FOR CONSTRUCTION GARFIELD COUNTY, COLORADO DRAWING NUMBER DRAWINGNUMBEA DRAWING NUMBER NUMBER DATE REVISION DESCRIPTION`:.ic, DATE:I 07 DECEMBER 1005 11LuuIIIIIIIuulullnnl I I 1 1' t//mtrllilitt.