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Home My WebLink AboutPlansBair Residence OWTS Rifle, CO Vicinity Map Section: 34 Township: 5 Range: 92 Antlers Orchard Tract 22 As Per Plat Number 37488 SGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Project Engineer Branc/yn i. Bair, P.E. 42640 Owner / Applicant Chad Bair 1453 County Road 259 Rifle, CO 81650 Permit Set January 2020 Sheet Index Cover Sheet P1 Process Notes & Abbreviations P2 O WTS Site Layout P3 Septic Tank Layout & Section P4 Soil Treatment Area Layout PX 1 Infiltrator Details Knorr sihai's WOW • CaOboreyoiiiIi; C\CC 1-800-922-1987 (Job #. 2019-466.001 I File: Revision Date By P2 Process Notes 1 7:47 PM By: Brandy? Bair GENERAL OWTS NOTES: 1. THE AREAS DISTURBED BY CONSTRUCTION SHALL BE RE—SEEDED WITH NATIVE GRASS TO PREVENT EROSION. 2. SEPTIC TANK SHALL BE A PRE—FABRICATED CONCRETE TANK WITH INTERIOR BAFFLES. SEPTIC TANK AND INFLOW/OUTFLOW PIPING SHALL MEET THE REQUIREMENTS OF THE GARFIELD COUNTY PUBLIC HEALTH AGENCY ON—SITE WASTEWATER TREATMENT SYSTEM REGULATIONS AND COLORADO DEPARTMENT OF PUBLIC HEALTH AND ENVIRONMENT REGULATION 43. 3. USE RISERS AS NEEDED TO BRING SEPTIC TANK ACCESS HATCHES WITHIN 6" OF FINISHED GRADE. 4. CONTRACTOR AND OWNER SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THAT (a) SEPTIC TANK AND SEWER LINES ARE COMPLETELY WATER TIGHT, AND (b) THE SYSTEM /S INSTALLED TO PREVENT FREEZING OF ALL GRAVITY SEWER LINES. 5. THE GARFIELD COUNTY DEPARTMENT OF PUBLIC HEALTH AND ENGINEER SHALL BE NOTIFIED WHEN CONSTRUCTION COMMENCES AND KEPT ABREAST OF THE CONSTRUCTION PROGRESS SO THAT SUFFICIENT INSPECTION CAN BE PERFORMED TO ASSURE CONFORMANCE WITH THESE PLANS. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO EACH. 6. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ON THE PROPOSED SOIL TREATMENT AREA. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS THAT MAY EFFECT THE LOCATIONS OF THE OWTS FACILITIES DRAWN. VERIFICATION IS TO BE MADE WITH THE OWNER AND THE AFFECTED UTILITY COMPANIES 8. SUBSTITUTION OF MATERIALS (1.E., PIPE, TANKS, ETC.) IS ACCEPTABLE PROVIDED VERIFICATION AND ACCEPTANCE BY THE ENGINEER AND ENVIRONMENTAL HEALTH OFFICER IS OBTAINED. 9. SETBACKS TO WATER SUPPLIES, SURFACE WATER, AND ANOTHER PHYSICAL FEATURES SHALL BE AT THE MINIMUM DISTANCES SET BY LOCAL AND STATE REGULATIONS. OPERATION AND MAINTENANCE NOTES: 7. THE FOLLOWING PREVENTATIVE MAINTENANCE SCHEDULE IS RECOMMENDED TO MAINTAIN THE LIFE OF THE OWTS SYSTEM: 1.1. SEPTIC TANK: 1.1.1. HAVE THE SEPTIC TANK INSPECTED BY A PROFESSIONAL AT LEAST ONCE EVERY TWO YEARS. THIS PROFESSIONAL INSPECTION SHOULD INCLUDE: 1.1.1.1. INSPECTION FOR BUILD—UP OF SCUM, FL OA TABLES, AND SLUDGE 1.1.1.2. IDENTIFICATION OF LEAKS; 1.1.1.3. PUMPING OF SEPTIC TANK; 1.1.1.4. MAKE NOTE OF SCUM AND SLUDGE LAYER ELEVATIONS IN OWNER'S OPERATION AND MAINTENANCE RECORDS. 1.2. ONLY SANITARY WASTE SHOULD BE DISPOSED OF IN TOILETS. PROPERLY DISPOSE OF HOUSEHOLD HAZARDOUS WASTES — DO NOT PUT DOWN SINKS OR TOILETS, AS HOUSEHOLD CHEMICALS, PAINT, PESTICIDES, ETC. CAN STRESS THE BIOLOGICAL TREATMENT OCCURRING IN THE OWTS SYSTEM. 1.3. DRAINFIELD: 1.3.1. ADEQUATELY CARE FOR THE DRAINFIELD. 1.3.2. TREES AND SHRUBS SHOULD NOT BE PLANTED ON OR NEAR THE DRAINFIELD, AS ROOTS MAY CLOG AND AND DAMAGE THE DRAINFIELD. 1.3.3. NO VEHICLES SHALL BE PERMITTED TO DRIVE OR PARK ON OR NEAR THE DRAINFIELD. 1.3.4. KEEP DRAINAGE AND RUNOFF AWAY FROM DRAINFIELD. 1.3.5. HAVE PROFESSIONAL INSPECT THE DRAINFIELD AT LEAST ONCE EVERY TWO YEARS. INSPECTION SHOULD CONS/ST OF INSPECTION OF LATERALS VIA INSPECTION PORTS AND CONFIRMING THAT DRAINFIELD IS ADEQUATELY LOADED ACROSS EACH BED AND THAT DISTRIBUTOR AND LATERALS ARE NOT CLOGGED. Permit Set Legend T G C E OE 8"W NP 8 "S C E T G 814/- NP "WNP WS 4"S 18 "DR 4 x x 000 EXIST. EXIST EXIST. EXIST EXIST EXIST. EXIST. EXIST. TELEPHONE LINE GAS LINE CABLE TELEVISION LINE UNDERGROUND ELECTRICAL LINE OVERHEAD ELECTRICAL LINE WATER LINE & SIZE WATER NON—POTABLE SEWER LINE & SIZE NEW CABLE LINE NEW ELECTRIC LINE NEW TELEPHONE LINE NEW GAS LINE NEW WATER LINE & SIZE NEW WATER LINE NON—POTABLE NEW WATER SERV/CE LINE NEW SEWER LINE & SIZE EXIST. CULVERT & SIZE NEW CULVERT W/ END SECTION SWALE FLOWLINE FENCE L/NE ROCK WALL EXIST. EDGE OF PAVEMENT NEW EDGE OF PAVEMENT PROPERTY LINE DECIDUOUS TREE EVERGREEN TREE MONUMENT MARKER CABLE R/SER TELEPHONE RISER �ET ELECTR/C TRANSFORMER 0 EXIST. ELECTR/C MANHOLE/METER 0 EXIST. TELEPHONE MANHOLE EX/ST STORM DRAIN MANHOLE NM ou'u, EXIST STORM DRAIN INLET SO EXIST SEWER MANHOLE X EXIST WATER VALVE H NEW WATER VALVE EXIST. FIRE HYDRANT NEW FIRE HYDRANT NEW WATER SHUT—OFF VALVE EXIST WATER METER ® NEW WATER METER SPRINKLER IRRIGATION HEAD SOIL BOR/NG LOCATION EXIST. POWER POLE NEW POWER POLE EX/ST. STREETLIGHT POLE X X NEW STREETLIGHT POLE EX/ST. SIGN -o- NEW SIGN GAS VALVE NEW SEWER/STORM DRAIN ® MANHOLE W/ RIM LOCATION NEW CURB INLET 042.77FL FINISHED SPOT ELEV. W/ DESCRIPTION NEW FLARED END SECTION (ADS) NEW FLARED END SECTION (CMP) FIBER OPTIC LINE MARKER Abbreviations ABC AGGREGATE BASE COURSE AP ANGLE POINT AS ASPHALT ASPH ASPHALT BOW BACK OF WALK BW BOTTOM OF WALL C CURB CC CURB CUT CG CURB AND GUTTER CL CENTERLINE CO CONCRETE CONC CONCRETE COR. CORNER D DEEP DEMO. DEMOLISH DIP DR DW EG EL. EX. FF FG FH FL GB GR HC HP HYD. IR INV. L LF LP L.S. MAX. MIN. MJ NAT. OC 0/5 PC PL PNT PT R R—R RAD. RED. ROW RW SD SF SMH SOD SS STA. SW T TBC TC TELE TOC TP DUCTILE IRON PIPE DRAIN DRIVEWAY EXISTING GRADE ELEVATION EXISTING FINISH FLOOR FINISHED GRADE FIRE HYDRANT FL OWL/NE GRADE BREAK GRAVEL HAND/CAP RAMP HIGH POINT HYDRANT INTERNAL RECYCLE INVERT LEFT LINEAL FEET LOW POINT LANDSCAPED AREA MAXIMUM MINIMUM MECHANICAL JOINT PIPE NAT/VE GRASS AREA ON CENTER OFFSET POINT OF CURVATURE PROPERTY LINE POINT POINT OF TANGENCY R/GHT REMOVE & REPLACE RADIUS REDUCING RIGHT—OF—WAY RETAINING WALL STORM DRAIN SQUARE FEET SEWER MANHOLE GRASS AREA STAINLESS STEEL STATION SIDEWALK TREAD STAIRS TOP BACK CURB TOP CURB TELEPHONE TOP OF CONCRETE TOP OF PIPE TRANS. TRANS/TION TR. FL G. FIRE HYD. TRAFFIC FLANGE TYP. TYPICAL TW TOP OF WALL V.P. VALLEY PAN W WIDE WL WATER L/NE X—S CROSS SLOPE SSGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Bair Residents OWTS Rifle, CO Revision Date By Process Notes Job No. 2019-466.001 Drawn by: BJB Date: 01.20.20 QC: XX PE: BJB File: P2 Process Notes 47 PM By: Brandyn Bair \2019\2019 -466 -Bair Residence\Bair Res,dwg Plotted 2/10/2020 N PROPOSED OWTS SITE LAYOUT Permit Set eSSGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Bair Residencs OWTS Rifle, CO # Revision Date By 1 OWTS Site Plan Job No. 2019-466.001 Drawn by: BJB Date: 01.20.20 QC: XX PE: BJB File: Bair Res Of P2 1:58 PM By: Brandyn Bair Permit Set DES/GN NOTES 1. DES/GN PER PERFORMANCE TEST PER ASTM C1227 2. TOP SURFACE AREA 62.33 FT2 3. F'C 28 DAYS; CONCRETE = 6,000 PSI MIN. INSTALLATION NOTES: 1. TANK TO BE SET ON 5" MIN. SAND BED OR PEA GRAVEL 2. TANK TO BE BACKFILLED UNIFORMLY ON ALL SIDES IN LIFTS LESS THAN 24" AND MECHANICALL Y COMPACTED 3. EXCA VA TED MATERIAL MAY BE USED FOR BACKFILL, PROVIDED LARGE STONES ARE REMOVED 4. EXCA VA TION SHOULD BE DEWA TERED AND TANK FILLED WITH WATER PRIOR TO BEING PUT IN SERVICE FOR INSTALLATION WITH WATER TABLE LESS THAN 2' BELOW GRADE 5. MEETS C1644-06 FOR RESILIENT CONNECTORS 6. INLET AND OUTLET IDENTIFIED ABOVE PIPE 7. DELIVERED COMPLETE WITH INTERNAL PIPING 8. 4' MAXIMUM BURY DEPTH TANK NOTES: 1. MANUFACTURER: VALLEY PRECAST 2. MODEL: 1500T 2CP 3. CAPACITY (NET): 1,509 GALLONS (TOTAL) 3.1. COMPARTMENT 1: 1002 GALL ONS 3.2. COMPARTMENT 2.• 507 GALLONS NOTES: 4"0 SDR35 PVC INFLUENT FROM RESIDENCE. SLOPE = 39 FINISH FLOOR 11' 4 4 d d 20—INCH CLEAR ACCESS LID (TYP. OF 2) r TANK? L/DJ O 4 4 4 3/16" 0 HOLE DRILLED IN TOP OF CLEANOUT CAP RECOMMENDED 4" 0 CLEANOUT 20" 0 WATERTIGHT CONCRETE ACCESS RISER (TYP. EACH COMPARTMENT) \111x111/ \Illxlll/ BUTYL RUBBER SEALANT FLEXIBLE BOOT 410 SDR35 PVC INFLUENT FROM RESIDENCE. SLOPE AT 39 (MIN. SLOPE = 29) 1. SEPT/C TANK: 1.1. WATERTIGHTNESS: 1.1.1. SEPTIC TANK, RISERS AND LIDS MUST NOT ALLOW INFILTRATION OF GROUND WATER OR SURFACE WATER AND MUST NOT ALLOW THE RELEASE OF WASTEWATER OR LIQUIDS THROUGH OTHER THAN DES/GNED OPENINGS. 1.1.2. ACCEPTABLE WATERTIGHTNESS TESTING' METHODS PERFORMED AT MANUFACTURER'S SITE OR IN THE FIELD INCLUDE WATER FILLING THE TANK OR VACUUM TESTING. 1.2. IDENTIFICATION: 1.2.1. SEPT/C TANK MUST BE PERMANENTLY MARKED /N A LOCATION FOR THE PURPOSE OF INSPECTION THAT IS READILY VISIBLE WHEN INSPECTED BEFORE BACKFILLING. MARKING MUST INCLUDE: 1.2.1.1. NAME OF MANUFACTURER; 1.2.1.2. MODEL OR SERIAL NUMBER; 1.2.1.3. EFFECT/VE VOLUME (GALLONS); 1.2.1.4. MAXIMUM DEPTH OF EARTH COVER AND EXTERNAL LOADS THE TANK IS DES/GNED TO RES/ST, 1.2.1.5. INLET AND OUTLET IDENTIFICATIONS. 1.3. SEPTIC TANK SHALL BE SET ON MIN. 6" COMPACTED CLASS 6. COMPACT TO 959 MODIFIED PROCTOR DENSITY 1.4. SEPTIC TANK SHALL BE BACKFILLED UNIFORMLY ON ALL SIDES IN LIFTS LESS THAN 24" AND MECHANICALLY COMPACTED. 1.5. EXCAVATED MATERIAL MAY BE USED FOR BACKFILL, PROVIDED LARGE STONES ARE REMOVED. 4 SEPTIC TANK LAYOUT SCALE: 1/2" = 1 4, \111x111/ 4 4 \Illxl1l/ • • • • 1 T x1 li 1 4" 0 CLEANOUT 4 6'— 6" 2 10'-9 " 3'-1" SEPTIC TANK SECTION P3 P3 SCALE: 1/2" = 1' EFFLUENT DISCHARGE TO SOIL TREATMENT AREA. 4" 0 PVC TRANSPORT LINE. _1100.00 FG ±97.60 TOP (INTER/OR) SEPTIC TANK ±96.98 INVERT IN .196.73 INVERT TRANSFER FROM COMPARTMENT 1 TO 2 AND INVERT OUT TO LEACHF/ELD \ ±92.68 BOTTOM (INTERIOR) SEPTIC TANK ±92.35 BOTTOM (EXTERIOR) SEPTIC TANK Graphic Scale 0 2' 4' Scale: 1/2" = 1'-0" SSGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Bair Residents OWTS Rifle, CO Revision Date By Septic Tank Layout&Sect Job No. Drawn by: 2019-466.001 BJB Date: 01.20.20 QC: xx PE: BJB File: P4 Septic Tank Section Of P3 Brandyn Bair NOTES: 1. REFER TO MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR INSTALLATION OF LATERAL WITHIN THE INFILTRATORS. 52' (TYP.) STUB PIPE 72" INTO INFILTRATOR UNIT 4" SDR 35 SEWER PIPE 4" 90' BEND, TYP 4" TEE, TYP • 4" 0 INSPECTION PORT. REFER TO SHEET P4 FOR DETA/LS. TYP. ALL LATERALS/ROWS. QUICK4 STANDARD INFILTRATORS. (TYP. EACH BED) SOIL TREATMENT BED (TYP. OF 2) • 5 :i■ .�.: it l■ •3 �..• iei.__■{�It_°.--.--�_er-.._ci{'y�__.__._: �--.--�-a■{"4i __ 1;',..0.,C;10,,,1:,, V,, •__V{ _e■__• _�:eiee• . �E_�--'_-r_.■ ;1'►�;;i-epee■e5■-�■ Permit Set .�......... 111•::- Ar :fir SOIL TREATMENT AREA LAYOUT P2 P4 SCALE: 1/4" = 1 ' 2' MIN. COVER 5' MAX. \.� //\\�\\\/�\` \` \` \ tilow airN 1111,, 1.�� ON I i10-1 11.111 OW .., ION iilitt E1 t11mw litre CONCRETE DISTRIBUTION BOX, VALLEY PRECAST ITEM/ DBOX 8C. BED WITH 6" CLASS 6 AGGREGATE BASE & COMPACT TO 95% MODIFIED PROCTOR 4" SDR -35 PVC SEWER PIPE FROM SEPTIC TANK (MIN SLOPE = 19), INV IN AT BOX=(95.82, /NV OUT AT BOX --=.i-95.65 INSTALL POLYLOK EQUALIZER AT INLET OF EACH DISTRIBUTOR PIPE, TYP 4" PVC INSPECTION PORT. INSTALL IN IRRIGATION VALVE BOX. / 4" NOTCH TO BE CUT INTO BOTTOM OF PIPE. FINISH GROUND. PROVIDE POSITIVE DRAINAGE OVER AND AWAY FROM FIELD i BACKFILL WITH EXCAVTED SOILS (SEE INFIL TRA TOR INSTALLATION INSTRUCTIONS) INFILTRATOR CHAMBER SYSTEMS QUICK4 STANDARD UNITS SEE ATTACHED REPORT WITH LAYOUT AND NUMBER OF UNITS \I I/ STUB 4" SDR -35 SEWER PIP 72" INTO INFILTRATOR UNIT IIIIIIIII �II IIAII`III , ;11V : '< E 0 1IILt1 l�illtll 16)III�IIIF fllltlIIiILI 1;kjoiIRItfll�N'I / \/ // ///, ///\// SCARIFY EXCAVATED LEACHING SURFACE, BED SURFACE TO BE LEVEL WITHIN 0.1 FEET TYPICAL SOIL TREATMENT AREA SECTION P2 P4 SCALE: N.TS. Graphic Scale 0 4' 8' Scale: 1/4'' .1'-O" ..±100.00 FG 1-95.65 / INV IN ±95.14 LEACHING SURFACE SGM 1 18 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Bair Residencs OWTS Rifle, CO Revision Date By TreatmentArea Layout Job No. 2019-466.001 NMI Drawn by: BJB Date: 01.20.20 QC: XX PE: BJB File: P4 Septic Tank Section Of P4 J l Brandyn Bair 4' 1 (EFFECTIVE LENGTH) SIDE VIEW INSPECTION PORT 34" END VIEW * ALL VIEWS = INSTALLED LENGTH. A PX1 QUlCK4 STANDARD MUL TIPORT END CAP f 34" 11.5" OUTLET END* (EFFECTIVE LENGTH) 15" INLET END* (EFFECTIVE LENGTH) QUlCK4 STANDARD CHAMBER PRODUCT SPECIFICATIONS PX1 Permit Set SCALE: N. T.'S. ESTABL/SH VEGETATIVE COVER NATIVE BACKFILL 34" W/DTH PER DES/GN REFER TO SHEET P4 *SIZE OF SYSTEM DETERMINED BY DESIGN QUlCK4 STANDARD CHAMBER TYP. BED DETAIL SECTION SCALE: N.T.S. SSGM 118 West Sixth Street, Suite 200 Glenwood Springs, CO 81601 970.945.1004 www.sgm-inc.com Bair Residencs OWTS Rifle, CO Revision Date By Infiltrator Details Job No. 2019-466.001 Drawn by: BJB Date: 01.20.20 QC: XX PE: BJB File: PX InfiltratorDetails Of PX1 J