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Home My WebLink AboutEngineer's OWTS Design Plan> C V - 16 US st C..\1"atlen Eas�ent 890, P 143 \ ---------- -1��---------- LLL --�'-- - ---- - - - - - - - - - - - - - - --- =- - - - - - - - - - - - \`-- --� \--------- \--- -- INSTALL 120 STANDARD QUICK �4 PLUS I\NFT.TRATOR \ CHAMBERS IN 6 ROWS OF 20 EACH WITH END CAPS �\ 'INSTALL END CAPS WITH rN PVC INSPECTION PORTS \ _- AND CAPS AT BOTH ENDS OF EACH ROW PLUSH OR \ ABOVE GRADE (TYPICAL) CIF r PVC 4 2X MI\ 82 LF 4• PVC O 2X MIN. 44 LF 4' PVR\O-ZX MIN. \ \ 32 U yL \ "i EXISTING WELL ()qlt X. LOCATOp1 `- 24 LF r PVC O 2% MINN. ^ t VERIFY LOCATION AND SETBACKS \ PRIOR TO CONSTRUCTION 18 LF r PVC O 2X MIN. PROFILE PIT PRO-2 PROFILE PIT PRO-1 \. PROFILE PIT l INSTALL 126 STANDARD QUICK 4 PLUS INFlLT CHAMBERS IN 6 ROWS OF 20 EACH WITH END C AND CAPS AT BOTH ENDS OF EACH ROW FLIISN OR� ABOVE GRADE (TYPICAL) ---�---- PROFILE FIT PRO-3, 45 LF 4' PVC AND LONG SWEEP BENDS O 2X MI 35 LF PVC AND LQNG SWEEP BENDS O 2% MI - -'F----N---- 15 LFLF 4• PVC AND LONG SWEEP BENDS O 2% MI 15 IF 4• PVC AND LONG SWEEP BENDS O 2X MIA \ 5 LF 4• PVC AND LONG G Ii BENDS O 2% M11 \ DHSIRIBlON BW( /MppBp�gC,� F EQUALIZERS. RISERS, AND LLD AT FNISH G 1,000 GALLON 2 COMPARTMENT TANK AND EFFLUENT hL1 24' RISERS. COVERS FLUSH WITH FINISH BRA -- E-{-N 89'53'13" E 186.34� -j \ aT ��--------Al" - - - - - - - RFACE �A (EFFR TO SANITARY ARPLANS) PROPOSED SANTARY DISCHARGE P MAIM- RESIDENCE- SOIL ',. 48 TREATMENT INIEROFTOR .�� -\ SWALE DISTRIBUTION BOXMp B,,OXBC, .WITH FLOW EQUALIZERS RISERS I AT FINISH GRADE 4' 45' LONG SWEEP PVC BEND \ PVC CLEAN OUT WT14 RISER CAP. FLUSH PATH SURFACE LF r PVC O 2% MIN. GALLON 2 COMPARTMENT TANK, - ' \ \ R7� 'ISEIM AVERS FLUSH N1TI1 FINSH \� �� _I. 1 1 1 1 1 11 1 I I I I�rl ri IT K4- PROPOSED �- 5-BEDROOM MAIN RESIDENCETHE OWNER SHALLVERIFY ADEQUATE IPRIOORRTTO �S RUUCCTION ID PVC CAPFLU FSH WITH SURFFATH CEROPOSED SANITARY SEWERISCHARGE LOCATION (REFER TO PLUMBING PLANS) / --- �_-mom _.. -" _-.__-------------- i to be Eliminated a. LOT 1 RUIZ SOUTH MINOR SUBDIVISION \ RECEPTION NO. 981906 i \ r w sNSP - -� i VS �� \ AI on•A v'�z^r rn�cn• I , Za. DESIGN FLOWS FOR MAIN RIM�DI EJ�1lENc PROPOSED RESIDENCE: 5 BEDROOMS PROPOSED OCCUPANCY: 8 PEOPLE PROPOSED DISCHARGE: 75 GAL/PERS./DAY DESIGN FLOW: 600 GAL/DAY PROPOSED TANK MATERIAL' REINF. CONCRETE --------MIN. SEPTIC TANK CAPACITY: 1,500 GALLONS SOIL TYPE 3A, U.S.D.A.: SILTY CLAY LOAM - - - - - - - - TREATMENT LEVEL: TLI PROPOSED TREATMENT: CHANG. IN TRENCHES METHOD OF EFFLUENT APPUCATION: GRAVITY LONG TERM ACCEPTANCE RATE (LTAR} 0.30 REO'D SOIL TREAT. AREA:504,jGPD=ZOGD S.F. 0.30 SIZE ADJUST. FACTOR FOR APP. METHOD: 1.0 SIZE ADJUST. FACTOR FOR DIST MEGA: 0.7 ADJ. SOIL TREAT. AREA: ZOOOW0.7=1.400 S.F. MINIMUM N. OF CHAMBERS: 1.400 SF. 120 12 S.F. PROPOSED SOIL TREATMENT AREA 120 STD. INFILTRATOR WICK 4 PLUS CHAMBERS / IN A 6 PARALLEL TRENCH CONFIGURATION OF 20 CHAMBERS EACH. AS SHOWN. 2b. DESIGN FLOWS FOR A,D,U, PROPOSED A.D.U: 3 BEDROOMS PROPOSED OCCUPANCY: 6 PEOPLE PROPOSED DISCHARGE: 75 GAL/PERS./DAY DESIGN FLOW: 450 GAL/DAY PROPOSED TANK MATERIAL.• REINF. OCCRETE MIN. SEPTIC TANK CAPACITY: t,000 GALLONS SOIL TYPE: 3A. U.&D.A.: SILTY CLAY LOAM TREATMENT LEVEL. PROPOSED TREATMENT: CHAMB. IN TRENCHES METHOD OF EFFLUENT APPLICATION: GRAVITY LONG TERM ACCEPTANCE RATE (LTAR): 0.30 REO'D SOIL TREAT AREA:451) GPD-1,500 S.F. 0.30 SINE ADJUST. FACTOR FOR APP. METHOD: 1.0 SIZE ADJUST. FACTOR FOR DIST. MEDIA: 0.7 ADJ.. SOIL TREAT. AREA 1,50Dx0.7=1,050 SF MINIMUM No. OF CHAMBERS: i 050 S.F. 11 F 90 3. TOPSOIL: SOIL EXCAVATED FROM SITE ACCEPTABLE F NO CLAY IS PRESENT. 4. VEHICULAR TRAFFIC IS PROHIBITED ON THE TANK AND ON Tiff FIELD. 5. CLEANOMS ARE REWIRED AT ALL SIENDS AND AT LEAST EVERY 150 FEET. & INSTALL RISERS TO BRING ALL ACCESS POINTS AT OR ABOVE THE FINAL GRADE 7. LOCATIONS OP ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. B. PROVIDE POSITIVE DRAINAGE OF SURFACE WATERAWAY FROM ABSORPTION AREAS USING Vr DRAINAGE SHALES AS NECESSARY. 9. t(APP,R THE CONTRACTOR SHALL VERIFY ALL DEPTHS, SLOPES AND CLEARANCES FROM THE PROPOSED STRUCTURES, WELLS AND PROPERTY LINES, PRIOR TO CONSTRUCTION. xISL C 10. x. LOCATION �.IFV THIS DRAWING DOES NOT CONSTITUTE AN DINTS PERMIT. PERMIT MUST BE OBTAINED FROM LOCAI APPROPRIATE COUNTY OFFICIALS. N SETUACKS'"-11. Ot TO COHSE. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH OR FLUSHING FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. - 12. SEPTIC TANK SHALL HAVE RISES OVER EACH ACCESS MANHOLE AND ALL RISERS SHALL EXTEND TO OR ABOVE FINAL GRADE 13. THE OWNER SHALL VERIFY ADEQUATE SEPARATION DISTANCES, PRIOR TO DRIWNG WELLS IC THE APPUCANT SHALL NOTIFY THE COUNTY AND THE ENGINEER NO LESS THAN TWO BUSINESS DAYS IN ADVANCE TO SCHEDULE A FINAL FIELD INSPECTION OF THE SYSTEM, PRIOR TO BAC(FIWNG THE SYSTEM. 15, THE APPUCANT OR LICENSED INSTALLER SHALL PROVIDE AN AS -BUILT CRANING OF THE SYSTEM TO THE COUNTY AND ENGINEER, UPON COMPLETION. 16. PLACE 27 BODE BOARD INSULATION ABOVE ALL PIPES WHENEVER DEPTH IS LESS THAN MOST DEPTH. 17. ALL SEWER LINES SHALL BE 4-INCH DIAMETER PCLYMNYL CHLORIDE (PVC) SCHEDULE 40. AND SHALL BE INSTAUED WITH MINIMUM SLOPES NO LESS THAN 2X 15. THE PROPERTY UNES AND EXISTING IMPROVEMENTS SHOWN HEREON WERE OBTAINED FROM THE'RUIZ SOUTH MINOR SUBDIVISION' AS PREPARED BY BOOKCUFF SURVEY SERVICES IND, DATED: S/9/19 AND 2/18/20. PROPOSED IMPROVEMENTS SHOWN HEREON WERE OBTAINED FROM THE 'SITE PLAN' AS PREPARED BY SOCKCUFF SURVEY SERVICES DATED: 6/9/22. 19. ARCHITECIURAL INFORMATION WAS OBTAINED FROM THE'ELR RESIDENCE' AS PREPARED BYi DESIGN FORUM " DATED: SA4122 AND THE 'ELR SMALL RESIDENCE' AS PREPARED BY: B DESIGN FORUM LLC, DATED: 1/23/23. ABSORPTION TRENCH NOTES GRAPHIC SCALE I. ABSORPTION TRENCH LATERALS SHALL NOT EXCEED 100 FEET IN LENGTH. a0 D to Aa Z THE BOTTOM OF THE ABSORPTION TRENCHES SHALL BE LEVEL 3. DRAINAGE DITCHES SHALL PROVIDED ABOVE AND AROUND TRENCHES, AS NECESSARY, TO PREVENT SURFACE RUNOFF FROM ENTERING ABSORPTION AREA. 4. ABSORPTION TRENCH BOTTOM AND SIDEWALLS MUST BE RAKED TO REMOVE SOIL ( IN FE7.T) SMEARS INCURRED DURING EXCAVATION. 1 imah = 30 ft. 5. NO EXCAVATION OF ABSORPTION FIELD IS TO BE DONE DURING WET WEATHER AND USE OF RUBBER IRE VEHICLES OVER TRENCH AREA IS PROHIBITED TO MAINTAIN GDOD SOIL STRUCTURE. & UNSUITABLE MATERIAL EXISTNG WITHIN THE TRENCH SHALL BE EXCAVATED AND BACKFlLL SHALL CONSIST OF ONSITE SELECT OR PIT -RUN MATERIAL 7. CONTRACTOR SHALL INSTALL 4 INCH DIAMETER SCHEDULE 40 PVC INSPECTION PORTS AND CAPS AT BOTH ENDS OF EACH ROW OF CHAMBERS, IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION GUIDEUNES & CONTRACTOR SHALL SNAP OFF THE MOLDED SPLASH PLATES LOCATED AT THE BOTTOM OF THE END CAPS, AND INSTALL THE SPLASH PLATES AT THE APPROPRIATE SLOTS BELOW THE INLETS IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION GUIDELINES 9. CONTRACTOR SHALL ALIGN THE CHAMBER ROWS PARAIIM WITH THE THE CONTOURS OF THE EXISTING TERRAIN. THE CONTRACTOR MAY CURVE THE AUGNMENT OF THE CHAMBER ROW, AS NECESSARY. IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION GUIDELINES. 10. CONTRACTOR SHALL PROVIDE AND VERIFY A MINIMUM 4 FRET OF DEPTH, OR GREATER FROM THE BOTTOMS OF INSTALLED CHAMBERS TO CONFINING BEDROCK. 11. CONTRACTOR SHALL PROVIDE AND VERIFY A MINIMUM 12 INCHES OF COVER, OR GREATER FROM T1E TOPS OF INSTALLED CHAMBERS TO FINISH GRADE. 12. CONTRACTOR SHALL CONNECT THE 4 INCH DIAMETER PVC THE DISTRIBUTION LATERAL PIPES AT THE MOLDED CIRCULAR BLOCK OUTS. NNICH ARE SITUATED B INCHES ABOVE THE BOTTOMS OF THE STANDARD QUICK 4 POPS CHAMBER END CAPS, IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION GODEUNES. 54A6 O-1473 PIND-2 5448 5134 5434 a3 F1n'Sg32k FX-H 9447 5447 6433 6433 G 544a 5444 5432 5432 aw 15M5 , 5431 wi s= 54H 5,44 543D 5430 5143 SF43 942a SF2H M42 Sff2 3428 SOB a441 9441 g 5427 5427 SNO 5M0 S426 SINI 5439 5439 5a25 5125 5N35 S4Se 5424 W4 LEGEND: ®TOP SOIL: USDA S01 TYPE 3 SILTY (LAY LRAM ® USDA SOIL TYPE TJ, SILT CLAY LOAM NOTES: 1. P UE PITS WERE EXCAVATED BY OWNER DURING FTBfiIMtY, 2020 AND MAY, =3 . Z NO ITFE WATER WAS ENCOUNTERED IN TTE PITS AT THE IME OF THE SOILS EVALVAIOH. I SOIL SAMPLES WERE FIELD EVALUATED AND CLASSIFIED BY DDLAIMY ENDNEERINO INC. ON FEIy2VARY 22. MW MHD MAY e. 2023. In,, WSUAL AND TACTILE METHODS ESTAEUSH BY THE U.S. DEPARTIENT O AGRICULTURE AND THE NAT)RAL PF AWE CONSFRVATIDN - FR VITA FINAL B-25-23 w z z oo�o go 000 NE zLLNZ 0M60 J5� GD v$v ¢U �p V O V Z N Z H O_Q W Lv 4D - i Z01) us 20LL Z Z MM3m m W aan U WU)w x goa n �ZH IN ..A U tU U ^0Z 2 i 0 LLI ° U) U U) IL z 00Fh W_O o WU 00Z f3 W j N a Q (D 0 U) 0 PROJECT NO. 2231006.00 OWTS-01 C1