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Home My WebLink AboutEngineer's OWTS DesignENTIRETY OF LOT NOT SHOWN FOR CLARITY LABELS N *IMPORTANT NOTE* / *IMPORTANT NOTE* \\� BLACK CANYON ENGINEERS AND GARFIELD COUNTY TO BE L WHERE CONVEYANCE PIPE IS SUBJECT TO VEHICLE TRAFFIC, \ PRESENT FOR INSPECTION BEFORE SYSTEM IS COVERED. /ENCASE IN SCH. 40 PVC SOLID PIPE & BED IN 4" OF GRAVEL OR SAND ABOVE AND BELOW \�� NOTIFY MIN. 5 BUSINESS DAYS IN ADVANCE / O \ .O HIGH WATER LINE OF COLORADO RIVER AS LOCATED BY SURVEY (04/09/2018) 4" DIA. SCH. 40 PVC, MIN. 2%SLOPE, FROM BLDG. TO TANK DOUBLE SWEEP CLEANOUT WITHIN 5' OF BLDG. SOT \ S SEPTIC TANK,1,250 GAL. MIN. 4" DIA. SDR 35 PVC, MIN.1% SLOPE, FROM TANK TO S.T.A. INSPECTION PORT (8 TOTAL) 4" DIA. PVC SOLID PIPE W/ CAP. \\ INSTALLED AT FIRST & LAST CHAMBER IN EACH TRENCH \ (EXT. ABOVE GRADE) (3) 3 HOLE D—BOX WITH RISE PROPOSED S.T.A., (2) TRENCH, 3' X 64' 16 CHAMBERS PER TRENCH PLUS INLET/OUTLET ENDS (2) TRENCH, 3' X 60' 15 CHAMBERS PER TRENCH PLUS INLET/OUTLET ENDS 62 CHAMBERS TOTAL PROTECT FROM DISTURBANCES, COMPACTION, OR DAMAGE BY MEANS PARCEL #218104307006 OF STAKING, FENCING, POSTING, ETC. 0 37'-6" 75' \\ OTC \\�S PROPOSED 4 BDRM. HOUSE \\ jjj� BLACK CANYON ENGINEERS ✓ �✓� ,� 55066 n. 1) OWNER/BUILDER/CONTRACTOR TO VERIFY ACCURACY OF SEPTIC (O.W.T.S) PLANS WITH ARCHITECTURAL & OTHER PLANS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO EXCAVATION, CONSTRUCTION OR MATERIALS PURCHASE. 2) THE ENGINEER SHALL BE NOTIFIED A MINIMUM OF 5 BUSINESS DAYS IN ADVANCE VIA EMAIL AT INSPECnONS@a BLACKCANYON ENGI NEERS.COM FOR INSPECTION AS PER NOTES ON PAGE 5P2. 3) THE ENGINEER SHALL BE NOTIFIED IF ADVERSE OR POOR SOIL CONDITIONS OR WATER ARE ENCOUNTERED UPON EXCAVATION. FURTHER ENGINEERING MAY BE REQUIRED 4) VALID, ORIGINAL DOCUMENTONLYWITN EMBOSSED, SIGNED SEAL 5) ALL NOTES & REQUIREMENTS FROM PAGE SP2 APPLY TO PAGE SRI 6) ALL MEASUREMENTS TAKEN WITH BASIC COMPASS, RECREATIONAL LASER RANGE FINDER & ORE. ACCURACY IS LIMITED TO THAT OFFERED BY STATED INSTRUMENTS 7) STATED DIMENSIONS TAKE PRECEDENT OVER MEASURED/SCALED DIMENSIONS 8) TOTALPAGES:5 SIZE: ANSI D (' 22 X 34") REV. DESCRIPTION DATE 1 FUTURE SHOPIDRIVEWAY REMOVAL, 01/D7/25 DRIVEWAYIUHUMIES LOC. UPDATE Firm Noma and Md2sa Black Canyon Engineers 222 S Park Ave. Montrose, CO 81401 970-568-5391 Support@BlackCanyonEngineers.com www.81ackCanyonEngineers.com Project N.. and Md.. Valadez OWTS Parcel #218104307006 New Castle, CO 81647 Garfield County, CO Single Family Residence Prn;aEt �..t BCE082404 Date 10/22/24 spi =ral, As Noted /EAST LINE OF RIVER ACCESS EASEMENT / REC. NO. 868573 10' UTILITY, DRAINAGE &—— IRRIGATION EASEMENT PER PLAT (REC. NO. 639203) OUTLINE OF BUILDING ENVELOPE (25OFF LOT LINE) 20' SETBACK FROM STRUCTURE W/ — BASEMENT, CRAWL SP. OR FOOT. DRAINS TO SOIL TREATMENT AREA REAR LINE OF BLDG. ENVELOPE (SAME AS 100 YEAR FLOOD PLAIN PER PLAT) 15' IRRIGATION EASEMENT (REC. NO. 937866) 5' SETBACK FROM BLDG. TO TANK 10' SETBACK FROM STRUCTURE W/O BASEMENT, CRAWL SP. OR FOOT. DRAINS TO SOIL TREATMENT AREA (GARAGE SLAB) 0 37'-6" 75' \ \ SETBACKS/EASEMENTS 10' UTILITY, DRAINAGE & IRRIGATION EASEMENT PER PLAT \\ (REC. NO. 639203) \ OUTLINE OF BUILDING ENVELOPE \\ (25' OFF LOT LINE) \ OUTLINE OF BUILDING ENVELOPE \\\ (SO'OFF LOT LINE) SETBACK DISTANCES FROM SEPTIC TANK, H.L.T. UNIT, DOSING TANK, VAULT, GARFIELD SETBACK DISTANCES FROM SUIL I REA I MEN I AKEA, UAKrItLU i-.UIJ1'4 I r kvn/ 1Z5/ IaJ: COUNTY (06/18/18): SPRING, WELLS, SUCTION LINES, CISTERNS - 50 FT POTABLE WATER SUPPLY LINE -10 FT STRUCTURE W/ BASEMENT, CRAWL SP. OR FOOT. DRAINS- 5 FT STRUCTURE W/O BASEMENT, CRAWL SP. OR FOOT. DRAINS- 5 FT PROPERTY LINES/EASEMENTS, PIPED OR LINED IRRIGATION DITCH-10 FT SUBSURF. DRAIN, INT. IRRIGATION LATERAL, DRY GULCH, CUT BANK, FILL AREA-10 FT LAKE, WATER COURSE, IRRIGATION DITCH, STREAM, WETLAND - 50 FT SEPTIC TANK, DOSING TANK, VAULT OR PRIVY - N/A SPRING, WELLS, SUCTION LINES, CISTERNS - 100 FT POTABLE WATER SUPPLY LINE - 25 FT STRUCTURE W/ BASEMENT, CRAWL SP. OR FOOT. DRAINS- 20 FT STRUCTURE W/O BASEMENT, CRAWL SP. OR FOOT. DRAINS- 10 FT PROPERTY LINES/EASEMENTS, PIPED OR LINED IRRIGATION DITCH-10 FT SUBSURF. DRAIN, INT. IRRIGATION LATERAL, DRY GULCH, CUT BANK, FILL AREA- 25 FT LAKE, WATER COURSE, IRRIGATION DITCH, STREAM, WETLAND- 50 FT SEPTIC TANK, DOSING TANK, VAULT OR PRIVY- 5 FT \ 25' UTILITY, DRAINAGE & \ IRRIGATION EASEMENT \\ PER PLAT (REC. NO. 639203) BLACK CANYON ENGINEERS �zzs�>xr,�r 00 L/0 I L, 55066 n F1 1) OWNER/BUILDER/CONTRACTOR TO VERIFY ACCURACY OF SEPTIC (O.W.T.S) PLANS WITH ARCHITECTURAL & OTHER PLANS AND NOTIFY ENGIN EER OF ANY DISCREPANCIES PRIOR TO EXCAVATION, CONSTRUCTION OR MATERIALS PURCHASE. 2) THE ENGINEER SHALL BE NOTIFIED A MINIMUM OF 5 BUSINESS DAYS IN ADVANCE VIA EMAIL AT I NSPECTIONS@BLACKCANYON ENGINEERS.COM FOR INSPECTION AS PER NOTES ON PAGE SP2. 3) THE ENGINEER SHALL BE NOTIFIED IF ADVERSE OR POOR SOIL CONDITIONS OR WATER ARE ENCOUNTERED UPON EXCAVATION. FURTHER ENGINEERING MAY BE REQUIRED 4) VALID, ORIGINAL DOCUMENT ONLY WITH EMBOSSED, SIGNED SEAL 5) ALL NOTES& REQUIREMENTS FROM PAGE SP2 APPLY TO PAGE SRI 6) ALL MEASL REMENTS TAKEN WITH BASIC COMPASS, RECREATIONAL LASER RANGE FINDER & GPS. ACCURACY IS LIMITED TO THAT OFFERED BYSTATED INSTRUMENTS 7) STATED DIMENSIONS TAKE PRECEDENT OVER MEASURED/SCALED DIMENSIONS 8) TOTAL PAGES.5 SIZE: ANSI D ("22 X 34") REV. DESCRIPTION DATE 1 FUTURE SHOP/DRIVEWAY REMOVAL, 07/0]125 DRIVEWAYNTILITIES LOC. UPDATE 14. Firm come ana mar - Black Canyon Engineers 222 S Park Ave. Montrose, CO 81401 970-568-5391 Support@BlackCanyonEngi neers.com www.BlackCanyonEngineers.com F,.j,t Name wC Aad— Valadez OWTS Parcel#218104307006 New Castle, CO 81647 Garfield County, CO Single Family Residence Profict sheet BCE082404 Date SP2 10/22/24 Scale As Noted Im DISTANCES BETWEEN FEATURES ARE APPROX., PROVIDED FOR REF. & SHOULD BE VERIFIED BY SURVEY 0 37'-6/' 75' ® r. f BLACK CANYON ENGINEERS D�p00 L/C .Z�q,\i H GO O VO i e3 a: 55066 na 1) OWNER/BUILDER/CONTRACTOR TO VERIFY ACCURACY OF SEPTIC (O.W.T.S) PLANS WITH ARCHITECTURAL & OTHER PLANS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO EXCAVATION: CONSTRUCTION OR MATERIALS PURCHASE. 2) THE ENGINEER SHALL BE NOTIFIED A MI NIMUM OF 5 BUSINESS DAYS IN ADVANCE VIA EMAIL AT INSPECTIONS@BLACKCANYON ENGINEERS.COM FOR INSPECTION AS PER NOTES ON PAGE SP2. 3) THE ENGINEER SHALL BE NOTIFIED IF ADVERSE OR POOR SOIL CONDITIONS OR WATER ARE ENCOUNTERED UPON EXCAVATION. FURTHER ENGINEERING MAY BE REQUIRED 4) VALID, ORIGINAL DOCUMENT ONLY WITH EMBOSSED, SIGNED SEAL 5) ALL NOTES & REQUIREMENTS FROM PAGE SP2 APPLY TO PAGE SPI 6) ALL MEASUREMENTS TAKEN WITH BASIC COMPASS, RECREATIONAL LASER RANGE FINDER & GPS. ACCURACY IS LIMITED TO THAT OFFERED BYSTATED INSTRUMENTS 7) STATED DIMENSIONSTAKE PRECEDENT OVER MEASURED/SCALED DIMENSIONS 8) TOTAL PAGES: 5 SIZE: ANSI D ("22 X 34") REV. DESCRIPTION DATE 1 FUTURE SHOP/DRIVEWAY REMOVAL, 01/07f25 DRIVEWAY/UTILITIES LOG UPDATE Flan Name end Addme Black Canyon Engineers 222 S Park Ave. Montrose, CO 81401 970-568-5391 Support@BlackCanyonEngineers.com www.BlackCanyonEngineers.com Pr,edt Name and Add,— Valadez OWTS Parcel #218104307006 New Castle, CO 81647 Garfield County, CO Single Family Residence Project SFeet BCE082404 oak 70/22J24 P 3 mme As Noted UTILITIES/WATER FEATURES N PROPOSED WATER SERVICE FROM EXISTING CURB STOP J DRAINAGE DITCH (APPROX. LOCATION) PROPOSED GAS LINE / \\� IRRIGATION WATER SERVICE VALVE PROPOSED ELECTRICAL LINE FROM EXISTING TRANSFORMER 0 37'-6" 75' FIRE HYDRANT EXISTING GAS LINE EXISTING UNDERGROUND ELECTRIC l / •` 4 y'. DRAINAGE CULVERTS WATER VALVE 1 BLACK CANYON ENGINEERS o� p00 LICE 55066 Ae 1) OWNER!BUILDER/CONTRACTOR TO VERIFY ACCURACY OF SEPTIC (O. W.T.5) PLANS WITH ARCHITECTURAL & OTHER PLANS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO EXCAVATION, CONSTRUCTION OR MATERIALS PURCHASE. 2) THE ENGINEER SHALL BE NOTIFIED A MI NIMUM OF 5 BUSINESS DAYS IN ADVANCE VIA EMAIL AT NSPECTIONS@BLACKCANYON ENGIN EERS.COM FOR INSPECTION AS PER NOTES ON PAGE SP2. 3) THE ENGINEER SHALL BE NOTIFIED IF ADVERSE OR POOR SOIL CONDITIONS OR WATER ARE ENCOUNTERED UPON EXCAVATION, FURTHER ENGINEERING MAY BE REQUIRED 4) VALID, ORIGINAL DOCUMENT ONLY WITH EMBOSSED, SIGNED SEAL 5) ALL NOTES& REQUI REMENTS FROM PAGE SP2 APPLYTO PAGE SPI 6) ALL MEASUREMENTS TAKEN WITH BASIC COMPASS, RECREATIONAL LASER RANGE FINDER & GPS. ACCURACY IS LIMITED TO THAT OFFERED BY STATED INSTRUMENTS 7) STATED DIMENSIONS TAKE PRECEDENT OVER MEASURED/SCALED DIMENSIONS. 8) TOTAL PAGES:5 SIZE: ANSI D("22X34") REV. DESCRIPTION DATE 1 FUTURE SHOP/DRIVEWAY REMOVAL, 01/07/25. DRIVEWAY/UDUTIES LOC. UPDATE M. and P .. Black Canyon Engineers 222 S Park Ave. Montrose, CO 81401 970-568-5391 Support@BlackCanyonEngineers.com www.BlackCanyonEngineers.com P aje Nam. and Mare. Valadez OWTS Parcel#A218104307006 New Castle, CO 81647 Garfield County, CO Single Family Residence Peolal m.N BCE082404 �1. 10/22/24 P 4 xdro As Noted 1) DESIGN AND OVERALL CONSTRUCTION INCLUDING COMPONENTS SHALL CONFORM TO THE REQUIREMENTS OF GARFIELD COUNTY, CO. REG. 43, THE N.E.C. &THE COLORADO PLUMBING CODE. 2) LOCATE ALL EXISTING UTILITIES AND CONFIRM THAT ALL SETBACKS REQUIRED BY GARFIELD COUNTY&THIS DRAWING CAN BE SATISFIED PRIOR TO EXCAVATION, CONSTRUCTION OR MATERIALS PURCHASE. 3) PVC PIPE TO BE EQUIVALENT TO OR GREATER THAN STRENGTH ASPER ASTM D3034 FOR UN -PERFORATED& EQUIVALENT TO OR GREATER THAN STRENGTH AS PER ASTM D2729 FOR PERFORATED PIPE, ALL ANGLED PIPE CONNECTIONS ON SOLIDS LINES SHALL BE 45 OR 22.5 DEGREE ONLY. 4) SEPTIC TANK SHALL BE A TWO COMPARTMENT TANK WITH A SEALED TANK BAFFLE, MANUFACTURED BY A COLORADO DPHE APPROVED MANUFACTURER THAT MEETS RED'S OF GARFIELD COUNTY & CO. REG. 43. FOLLOW ALL MFG. INSTRUCTIONS& MAINTENANCE RECS. LEVEL GRADE AND PROOF COMPACT OR BED BOTTOM OF EXCAVATION TO ENSURE LEVEL AND STABLE INSTALLATION OF TANK. 5) TANK SIZES SPECIFIED HEREIN ARE BOTH NOMINAL AND MINIMUM. FOR SYSTEMS WHERE A PUMP IS PLACED IN THE TANK, OWNERANSTALLER TO VERIFY THAT SELECTED TANK HAS SUFFICIENT EXCESS VOLUME SO AS TO NOT GO BELOW THE MINIMUM SIZE WHEN THE PUMP VOLUME IS SUBTRACTED OUT. 6) IF PLASTIC(POLY)TANK IS USED, THE BRAND OF TANK SHALL BE INFILTRATOR, ORENCO, OR NORWESCO. IF THE SYSTEM INCLUDES A PUMP, THE PUMP SHOULD BE PLACED IN A SEPARATE DOSING TANK FOLLOWING THE MAIN TANK AND NOT THE SEPTIC TANK. 7) IF A PLASTIC (POLY) TANK 15 USED,OWNER/INSTALLER SHALL ANCHOR TANK DOWN DUE TO BUOYANCY CONCERNS. FOLLOW ALL MFG.S INSTRUCTIONS. 8) FOLLOW ALL COMPONENT (D-BOXES, EFFLUENT FILTERS, PUMPS, FLOATS, CONTROL PANELS, ETC.)MFG.'S INSTRUCTIONS INCLUDING LEVEL PLACEMENT& CODE COMPLIANCE WHERE APPLICABLE. 9) FOR PRESSURE DIST- SYSTEMS: FLOW, MEASURED VIA WATER SQUIRT HEIGHT, MUST BE MADE EQUAL BETWEEN LATERALS BY FLOW EQUALIZING / THROTTLING VALVES IN MANIFOLD. A 30-72' OPERATING HEAD (OR EQUIV. SQUIRT HEIGHT) MUST BEAT DISTAL END OF LATERALS. INSTALLER MUST PROVIDE PHOTOS TO ENGINEER VERIFYING SUCH. ENSURE ALL LIQUID DRAINS TO FIELD OR BACK TO TANK $O ASTO PREVENT FREEZING OF LINE. FLOAT POSITIONS & SYS. CONFIG. BY OTHERS. EFFLUENT FILTER MUST BE INSTALLED BEFORE ANTI -SIPHON VALVE WHEN S.T.A. ELEVATION IS BELOW PUMP ELEVATION. 10) ALL CONVEYANCE LINES PRIOR TO THE SEPTIC TANK SHALL HAVE 1 DOUBLE SWEEP CLEANOUT WIRISER EVERY 100' IN ADDITION TO THE ONE REQUIRED WITHIN 5' OF THE BUILDING. 11) INFILTRATIVE SURFACE TO BE LEVEL, U.N,O. MAX DEPTH IS 4 FT. 12) SEED THE FINISHED SURFACE OF LEACH FIELD AND DISTURBED SOIL AREAS AFTER CONSTRUCTION. 13) GRADE GROUND AROUND SEPTIC SYSTEM SO AS TO DIVERT WATER AWAY FROM THE STA. ROLLING, HYDRAULIC COMPACTION & MACHINE TAMPING NOT PERMITTED. 14) PRIOR TO CONSTRUCTION, SUBMIT ALL APPLICATIONS, PAY ALL FEES, AND OBTAIN THE PROPER PERMITS FROM GARFIELD COUNTY, 15) SUBMIT A CLEAR AS -BUILT DRAWING OF THE ACTUAL CONSTRUCTION TO THE ENGINEER AT COMPLETION. THIS SHALL INCLUDE DIMENSIONAL TIES TO THE SEPTIC TANK CLEANOUTS AND TO AT LEAST TWO CORNERS OF THE S.T.A. THERE SHALL BE TWO TIES TO EACH POINT, REFERENCED TO PERMANENT FEATURES ON THE SURFACE SUCH AS CORNERS OF THE BUILDING. 16) THE ENGINEER, WITH 5 BUSINESS DAYS NOTICE VIA EMAIL AT INSPECTIONSOBLACKCANYONENGINEERS.COM, WILL MAKE FIELD OBSERVATIONS OF THIS WORK. THE FOLLOWING OBSERVATIONS WILL BE REQUIRED: A. AFTER INSTALLATION OF DISTRIBUTION SYSTEM, LEFT EXPOSED TO CONFIRM LEVEL CONSTRUCTION WITHIN 1" MAXIMUM TOLERANCE. 17) AT ANY POINT DURING INSTALLATION IF THE INSTALLER ENCOUNTERS A SOIL HORIZON, GROUNDWATER DEPTH, OR BEDROCK DEPTH THAT DIFFERS FROM THAT SHOWN ON THIS DRAWING, NOTIFY E.O.R. 18) ALL SYSTEM PIPING, EXCEPT FOR DISTRIBUTION LATERALS WITHIN THE S.T.A., MUST BE BEDDED WITH SELECT MATERIAL BEFORE FINAL INSPECTION BY LOCAL PUBLIC HEALTH AGENCY. SELECT MATERIAL MUST CONSIST OF LOOSE, GRANULAR MATERIAL, FREE FROM STONES, CLODS, FROZEN SOIL, OR OTHER DELETERIOUS MATERIAL. BEDDING MATERIAL MUST BE MECHANICALLY COMPACTED TO SUPPORT PIPING. DESIGN FLOW CALCULATIONS: 4 BEDROOM HOUSE: OCCUPAN Y=7 PERSONS 7 PERSONS X 75 GAL./PERSON/DAY=525 GALIDAY (GARFIELD COUNTY REGS., TABLE 6-1) SEPTIC TANK SIZING: 4 BEDROOM HOUSE =1,250 GALLON MINIMUM SIZE (GARFIELD COUNTY REGS, TABLE 9-1) SOIL TREATMENT AREA SIZING: LONGTERM ACCEPTANCE RATE 15 BASED ON SOIL OBSERVATIONS IN THE VICINITY OF THE PROPOSED LOCATION OF THE SOIL TREATMENT AREA, SOIL IS CLASSIFIED AS SOIL TYPE 2A, LOAM. A LONG TERM ACCEPTANCE RATE (LTAR) OF 0.50 GAUDAY/FT' IS APPROPRIATE FOR THIS TYPE OF $OIL (GARFIELD COUNTY REGS., TABLE 10-1). AREA REQUIRED = DESIGN FLOW/LTAR = 525 GPD/0.50 =1.050 SQ. FT. SIZE ADJUSTMENT FACTOR FOR APPLICATION TO GRAVITY TRENCH: 1,050 SQ. F.T. X 1.0 =1,050 SO. FT_ (GARFIELD COUNTY REGS., TABLE I0-2) SIZE ADJUSTMENT FACTOR FOR APPLICATION VIA CHAMBERS: 1,050 SO, FT. X 0.7 = 735 SO. FT. (GARFIELD COUNTY REGS., TABLE 10-3) EACH STANDARD CHAMBER 1512 SO. FT.; 735 SO. FT. 112 SQ. FT. = 6125 SO USE 62 CHAMBERS (2)TRENCH,3FF.. X64 FT, 16 CHAMBERS PER TRENCH PLUS INLETIOUTLET ENDS MIN. 24"- & MAX. 48 (2)TRENCH, 3 FT. X 60 FT., 15 CHAMBERS PER TRENCH PLUS INLET/OUTLET ENDS PROFILE TEST PIT LOG: NOT TO SCALE TESTING PERFORMED BY BCE ON 09/25/2024 FEET (014) LOAMY TOPSOIL W/ROOTS&ORGANICS t (1'-6') LOAM WI MIXTURE OF SMALL TO MEDIUM SIZED COBBLES z 3 4 5 e NO BEDROCK OR GROUNDWATER ENCOUNTEREDTO 6' SLOPEGROUNDAWAY FROM RISER (TYP.) B 9 o FROM HOUSE —� SETBACK DISTANCES FROM SEPTIC TANK, H.L.T. UNIT, DOSING TANK, VAULT, GARFIELD COUNTY(06/18/18y SPRING,WELLS, SUCTION LINES, CISTERNS -50 FT POTABLE WATER SUPPLY LINE -10 FT STRUCTURE W/ BASEMENT, CRAWL SP. OR FOOT. DRAINS- 5 FT STRUCTURE W/O BASEMENT, CRAWL SP. OR FOOT. DRAINS-5 FT PROPERTY LINES/EASEMENTS, PIPED OR LINED IRRIGATION DITCH-10 FT SUBSURF. DRAIN, INT. IRRIGATION LATERAL, DRY GULCH, CUT BANK, FILL AREA-10 FT LAKE, WATER COURSE, IRRIGATION DITCH, STREAM, WETLAND - 50 FT SEPTIC TANK, DOSING TANK, VAULT OR PRIVY- N/A SETBACK DISTANCES FROM SOIL TREATMENT AREA, GARFIELD COUNTY (O6/1&18) SPRING,WELLS, SUCTION LINES, CISTERNS -100 FT POTABLE WATER SUPPLY LINE -25 FT STRUCTURE W/ BASEMENT, CRAWL SP. OR FOOT. DRAINS-20 FT STRUCTURE W/O BASEMENT, CRAWL SP. OR FOOT. DRAINS-10 FT PROPERTY LINEVEASEMENTS, PIPED OR LINED IRRIGATION DITCH-10 FT SUBSURF. DRAIN, INT. IRRIGATION LATERAL, DRY GULCH, CUT BANK, FILL AREA- 25 FT LAKE, WATER COURSE, IRRIGATION DITCH, STREAM, WETLAND -SO FT SEPTIC TAN K, DOSING TANK, VAULT OR PRIVY-5 FT INFILTRATOR WATER TECHNOLOGIES QUICK4 STANDARD CHAMBER TRENCH CONFIGURATION 62 CHAMBERS TOTAL IN 4 TRENCHES, 2 TRENCHES 64' LONG & 2 TRENCHES 60' LONG (NOT TO SCALE) ALL SYSTEM PIPING, EXCEPT FOR DISTRIBUTION LATERALS WITHIN THE SOIL TREATMENT AREA, MUST BE BEDDED WITH SELECT MATERIAL BEFORE FINAL INSPECTION BY THE LOCAL PUBLIC HEALTH DEPARTMENT. SELECT BEDDING MATERIAL MUST CONSIST OF LOOSE, GRANULAR MATERIAL, FREE FROM STONES, CLODS, FROZEN SOIL, OR OTHER DELETERIOUS MATERIAL. SELECT MATERIAL MAY CONSIST OF ON -SITE JOB EXCAVATED OR IMPORTED MATERIAL. BEDDING MATERIAL MUST BE MECHANICALLY COMPACTED TO SUPPORT PIPING- 3 HOLE D-BOX W/ RISER 4" DIA. SDR 35 PVC SOLID PIPE 3 HOLE D-BOX W/ RISER 4" DIA. SDR 35 PVC SOLID PIPE 3 HOLE D-BOX W/ RISER STANDARD CAPACITY END PLATES (TYP.) STANDARD CAPACITY CHAMBERS (TYP.) -I 1 PLUS INLET/OUTLET ENDS INFILTRATOR WATER TECHNOLOGIES QUICK4 STANDARD CHAMBER TYPICAL TRENCH DETAIL SECTION VIEW (NOT TO SCALE) NATIVE BACKFILL T-TOPSOIL (36" WIDE TRENCH) TYPICAL SEPTIC TANK NOT TO SCALE 1,250 GALLON MIN. 2 COMPARTMENT SEPTIC TANK TANK W MIN (36" WIDE TRENCH) INSULATED FIBERGLASS GASKETED LID W/ STAINLESS STEEL BOLTS. OSI MOD. #FL24GV USE FL30GV IN MANHOLES > 2' DEEP PVC RISER OSI MOD. #RR24 x 30"* W/ GROMMET(S). (BOND TO TANK ADAPTER W/ RECOMMEN DED ADHESIVE OR EQUIVALENT) MUST BE WATERTIGHT SET RISER ADAPTER IN RAM -NECK OR MASTIC ADHESIVE SEALANT EFFLUENT DISCHARGE TO S.T.A. -1% MIN SLOPE INSTALL POLYLOK EFFLUENT SCREEN OR NSF CERTIFIED EQUIVALENT VAULT INLET PORT Note Test Iw water tightness No eamun, or leakage test at all connections to tank, users, )ids, etc. TWO COMPARTMENT SEPTICTANK OF SIZE SPECIFIED HEREIN. LEVEL GRADE AND PROOF COMPACT OR BED BOTTOM OF EXCAVATION TO ENSURE LEVEL AND STABLE INSTALLATION INSPECTION PORT TO BE INSTALLED AT FIRST I& LAST CHAMBER IN EACH TRENCH (TYP.) (EXT. ABOVE GRADE) GARFIELD COUNTY REGS, 43.10.F.6.E THE TOP OF INSPECTION PORTS MAY BE TERMINATED BELOW THE FINAL GRADE IF EACH IS HOUSED IN A COMPONENT SUCH AS A VALVE BOX FOR A LAWN IRRIGATION SYSTEM AND HAS A REMOVABLE COVER AT THE GROUND SURFACE. 64' (16) CHAMBERS PER TRENCH PLUS INLETIOUTLET ENDS FROM SEPTIC TANK INFILTRATOR WATER TECHNOLOGIES QUICK4 STANDARD CHAMBER PRODUCT SPECIFICATIONS (NOTTO SCALE) TOP VIEW SIDE I, 8" INVERT I'�1i69�°Elillli,i!{�ilelae�ll' FINISHED GRADE SOIL TREATMENT AREA (S.T.A.) SEE DETAIL & SECTION HEREIN 4" DfA, SDR 35 PVC SOLID PIPE, FROM TANK TO S.T.A. PORT END VIEW 1" 34" QUICK4 STANDARD MULTIPORT END CAP 8"INVERT 72" L--34"--J 11,5" OUTLET END" (EFFECTIVELENGTH) SYSTEM MAINTENANCE: IT IS RECOMMENDED TO MINIMIZEKITCHENDISPOSAL USAGE, INTRODUCE NO FOREIGN CHEMICAL COMPOUNDS, CONSERVE WATER USAGE AND TO HAVE THE SEPTIC TANK PUMPED, THE SYSTEM INSPECTED & MAINTAINED EVERY YEAR. ALL MAINTENANCE IS THE RESPONSIBILITY OF THE OWNER. WITH PROPER CARE AND MAINTENANCE THIS SYSTEM SHOULD LAST MANY YEARS. IF YOU HAVE ANY QUESTIONS OR CONCERNS ABOUT YOUR SYSTEM PERFORMANCE OR MAINTENANCE, CONTACT A LICENSED SEPTIC PROFESSIONAL. OWTS PROFILE SCHEMATIC NOT TO SCALE 5.0' MIN SO' MAX DOUBLESWEEP CLEANOUT �. 6" EXPOSED SEPTIC TANK OF I _------ MIN. SIZE SPECIFIED HEREIN 4" DIA. SCH 40 PVC SOLID PIPE, FROM HOUSE TO TANK 4' HOUSE/GARAGE FINISHED FLOOR 4 Lia Ylx; BLACK CANYON ENGINEERS XDO l/cF ...... H •RGO`NSO V� r� 53066 n LQ 2. 1) OWNER/BUILDEWCONTRACTORTO VERIFY ACCURACY OF SEPTIC (O. W.T.S) PLANS WITH ARCHITECTURAL & OTHER PLANS AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO EXCAVATION, CONSTRUCTION OR MATERIALS PURCHASE 2) THE ENGINEER SHALL BE NOTIFIED A MINIMUM OF 5 BUSINESS DAYS IN ADVANCE VIA EMAIL AT INSPECTIONS@BLACKCANYON ENGINEERS.COM FOR INSPECTION AS PER NOTES ON PAGE SP2. 3) THE ENGINEER SHALL BE NOTIFIED IFADVERSE OR POOR SOIL CONDITIONS OR WATER ARE ENCOUNTERED UPON EXCAVATION. FURTHER ENGINEERING MAY BE REQUIRED 4) VALID, ORIGINAL DOCUMENT ONLYWITH EMBOSSED, SIGNED SEAL 5) ALL NOTES & REQUIREMENTS FROM PAGE SP2 APPLY TO PAGE SPI 6) ALL MEASUREMENTS TAKEN WITH BASIC COMPASS, RECREATIONAL LAS ER RANGE FINDER & GPS. ACCURACY IS LIMITED TO THAT OFFERED BY STATED INSTRUMENTS 7) STATED DIMENSIONS TAKE PRECEDENT OVER MEASURED/SCALED DIMENSIO INS 8) TOTAL PAGES:5 SIZE: ANSI D("22X34") REV. DESCRIPTION DATE 1 FUTURE SHOP/DRIVEWAY REMOVAL, 01/07/25 DRIVEWAY/UTILITIES LOC. UPDATE Ban Name and Addnese Black Canyon Engineers 222 S Park Ave, Montrose, CO 81401 970-568-5391 Support@BlackCanyonEngineers.com www.BlackCanyonEngineers.com Project Name and Atltlrtv Valadez OWTS Parcel #218104307006 New Castle, CO 81647 Garfield County, CO Single Family Residence Project sNeel BCE082404 C tint. 10/22/24 S P 5 Scab As Noted