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Home My WebLink About83-1242 - Site PlanSOIL TEST OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 DATE OF TEST 4-8-c)3 DATE OF TEST FOR THE SUBSURFACE DISPOSAL OF SEWAGE DATE OF TEST 10 FT. MIN. WITNESSED BY V1 WITNESSED BY ZONING REGULATIONS. OWNER/ APPLICANT IS WITNESSED BY CONCRETE 5. THIS PLAN IS VALID IF IT IS STAMPED AND PERC. RATE `Z MIN./INCH PERC, RATE MIN./INCH PERC. RATE MIN./INCH SHALL BE CAPABLE OF WITHSTANDING H-10 ELEV.= LE 10 FT. OF DRIVES OR PARKING AREAS. H-20 ELEV PIPE -MIN. PITCH ELEV.= FRONT k SIDE REAR ic. TO 1?>f_ CL'TZ""F11Nrb LY {3LDG.. 1*JSp, 0 TOP A SVEsoll— PER FT. 11/8" APPLICANT: C)ROWELL /✓/ 1�NER5Ort w . 4!' CAST EQUAL) IRON (OR P+PE-MIN. Iz REVISIONS: PITCH 1/4 PER FT. SCALE: 12 O - (3eo1✓N t�L"o. sANp APPD. BY: ... Joe No. 16e5z SHEETOF i :n �e c S u�o tt • o, b _ 10• MIN. EL= G G EL= EL= 19'{ WATER AT '5"�5~ EL= 0.8 WATER AT EL= WATER AT EL = __ -- I - e n, TuP PC DIST BOX 2'- 0" LEVEL 1000 GAL. SEPTIC TANK PROFILE OF SEWAGE DISPOSAL SYSTEM NOT TO SCALE EL= 3/4"- 11/2" WASHED STONE I I I I I I I Ir q'_Ip^ I IL I I 1 I I t CLEAN SAND PRECAST FLOWDIFFUSOR 2" LAYER OF MIN. EL= 7.3 1/8"-1/2" WASHED T--2% MIN. STONE 27. I o OBSERVED WATER TABLE EL= O.a ADJUSTED GROUND WATER TABLE ( / / ) EL= nl r"u ni tr n•in A - 0' PLAN VIEW EL= 6.3 —EL= 98 EL= 4, 8 4 I I � L------- - - - - - - - --- - - - -1 "�— ® 24" DIA. COVERS ---J Iml PLAN VIEW FRONT VIEW SIDE VIEW FRAMES 5 COVERS SHALL SET WITH MASONRY UNITS W FLOWDIFFUSOR 'DETAIL WHICH ARE TO BE MORTARED IN PI ACE NOT TO SCALE INLET D.. ,..... :o. MIN. ;:o OUTLET r-REMOVEABLE COVER —'� 6" MIN FLOW LINE OUTLET PIPES AS REQUIRED R6 2 MIN. -IO MIN. INLET e , FLOW o. OUTLET ,,LINE 4 FT. MIN. LIQUID 6 DEPTH /INLET TEE PROVIDED PER SECTION 15.10.2 TITLE 5 NO. OF OUTLETS: 3 CROSS SECTION VIEW OUTLET TEE DIST. BOX DETAIL LIQUID DEPTH TEE DEPTH SEPTIC TANK DETAIL BELOW FLOW LINE NOT TO SCALE NOT TO SCALE 4 FT. 14 INCHES 5 FT 19 INCHES B coNrRACTVP_ tS W2 VtERIr)CATk0t4 oG LOn^MD S aND 6 FT. 24 INCHES Lae~"rtu"5, MrC vDrNG vtt nNG Unwncs, f'Wo - to CoNSn-uc.T7o,1• rr= ANy DtSe2EP�*rJerC--S AVE rou.lf> 11115 OCIFICE -_„ne,u P.E ocnrt Eb Inn ptnl'Et7. 7 FT. 29 INCHES B FT. 34 INCHES cl. HAYBALE, -,HAU n£ '5VNKtP VC10e TO C045rVvc Ml4 AtJO VOJ" N V"T'IL Ar- At;k7As a¢E L'EVtI..E?7T7-EL'S. DESIGN CALCULATIONS 10 co�� 0100erH SivE IrWLIL �D T'0 90W40 Qpuj'S AJP Fa -IM 1ifzvz Tu p,y JttLS, 11 ALl 41-1SV11"A t;LE tY?T-E4.1P1 SH ALI B� k7, AVA' E PRLorj vNDCp_ /bjp W4? lo' AkJ UND LC-7aG-11n1G A,Z�. - - NUMBER OF BEDROOMS... .. .. _ ..... `f IZ. A VA¢iA,.ICE fl�_ 2't 1. RLa rs2-on GARBAGE DISPOSAL UNIT ....... .. . ......: Hb tce . 1.7 1-+lnc" Idoryon Tv W tfiy ou TOTAL ESTIMATED FLOW 3. C-:F15n NC Qy r12E) E7\6rr C^VIcLE To ( 110 GAL/BR./DAY x 4 BR. ).... ... .. 44b GAL./ DAY 3e RrN OV Win. REQUIRED SEPTIC TANK CAPACITY.............. GAL. 14 Lor U=cA-ttz> W Fc.00L, eo/JE Al2 C- _LN- Iz. o P(Yv FI2 r ^p DATL'17 i 17-86 ACTUAL SIZE OF SEPTIC TANK ............. l?Op GAL.-miIs 3o� or Lor t>fc (0.30x 8371) 24,15 rauweeb 7 Po2 zowoc, LEACHING AREA REQUIREMENTS QE6, LOS. 3. SIDEWALL AREA 2S GAL./S.F. 70 Es BOTTOM AREA f GALYS.F. LEACHING CAPACITY (BOTTOM t SIDEWALL) GAL.. ° RESERVE LEACHING CAPACITY.. _ GAL. \°a,+ ➢ ARo J E ESA J j TELEPHONE POLE -0- HYDRANT 0' {v FT MIN. CATCH BASIN ( ON TOP OF FOUND. GENERAL NOTES I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TI -TLE 5 AND THE TOWN OF y/4CMoJIM RULES a REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE EL. _ = 10 FT. MIN. ESSENTIALLY THE SAME 4 N DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO COMPLIANCE WITH TOWN ZONING REGULATIONS. OWNER/ APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM CONCRETE 5. THIS PLAN IS VALID IF IT IS STAMPED AND SIGNED IN 'RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES WHICH DO NOT HAVE ORIGINAL COVERS 4 SCH. 40 PVC SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN PIPE -MIN. PITCH T FRONT k SIDE REAR ic. TO 1?>f_ CL'TZ""F11Nrb LY {3LDG.. 1*JSp, APPROVED: BOARD OF HEALTH PER FT. 11/8" APPLICANT: C)ROWELL /✓/ 1�NER5Ort w . 4!' CAST EQUAL) IRON (OR P+PE-MIN. U� L` -Z 12 MAX. REVISIONS: PITCH 1/4 PER FT. SCALE: 12 O - DATE; R. BY: APPD. BY: ... Joe No. 16e5z SHEETOF i :n FLOW LINE c:" EL= 7.1 10• MIN. EL= G G EL= EL= EL= .3 __ -- I - e n, TuP PC DIST BOX 2'- 0" LEVEL 1000 GAL. SEPTIC TANK PROFILE OF SEWAGE DISPOSAL SYSTEM NOT TO SCALE EL= 3/4"- 11/2" WASHED STONE I I I I I I I Ir q'_Ip^ I IL I I 1 I I t CLEAN SAND PRECAST FLOWDIFFUSOR 2" LAYER OF MIN. EL= 7.3 1/8"-1/2" WASHED T--2% MIN. STONE 27. I o OBSERVED WATER TABLE EL= O.a ADJUSTED GROUND WATER TABLE ( / / ) EL= nl r"u ni tr n•in A - 0' PLAN VIEW EL= 6.3 —EL= 98 EL= 4, 8 4 I I � L------- - - - - - - - --- - - - -1 "�— ® 24" DIA. COVERS ---J Iml PLAN VIEW FRONT VIEW SIDE VIEW FRAMES 5 COVERS SHALL SET WITH MASONRY UNITS W FLOWDIFFUSOR 'DETAIL WHICH ARE TO BE MORTARED IN PI ACE NOT TO SCALE INLET D.. ,..... :o. MIN. ;:o OUTLET r-REMOVEABLE COVER —'� 6" MIN FLOW LINE OUTLET PIPES AS REQUIRED R6 2 MIN. -IO MIN. INLET e , FLOW o. OUTLET ,,LINE 4 FT. MIN. LIQUID 6 DEPTH /INLET TEE PROVIDED PER SECTION 15.10.2 TITLE 5 NO. OF OUTLETS: 3 CROSS SECTION VIEW OUTLET TEE DIST. BOX DETAIL LIQUID DEPTH TEE DEPTH SEPTIC TANK DETAIL BELOW FLOW LINE NOT TO SCALE NOT TO SCALE 4 FT. 14 INCHES 5 FT 19 INCHES B coNrRACTVP_ tS W2 VtERIr)CATk0t4 oG LOn^MD S aND 6 FT. 24 INCHES Lae~"rtu"5, MrC vDrNG vtt nNG Unwncs, f'Wo - to CoNSn-uc.T7o,1• rr= ANy DtSe2EP�*rJerC--S AVE rou.lf> 11115 OCIFICE -_„ne,u P.E ocnrt Eb Inn ptnl'Et7. 7 FT. 29 INCHES B FT. 34 INCHES cl. HAYBALE, -,HAU n£ '5VNKtP VC10e TO C045rVvc Ml4 AtJO VOJ" N V"T'IL Ar- At;k7As a¢E L'EVtI..E?7T7-EL'S. DESIGN CALCULATIONS 10 co�� 0100erH SivE IrWLIL �D T'0 90W40 Qpuj'S AJP Fa -IM 1ifzvz Tu p,y JttLS, 11 ALl 41-1SV11"A t;LE tY?T-E4.1P1 SH ALI B� k7, AVA' E PRLorj vNDCp_ /bjp W4? lo' AkJ UND LC-7aG-11n1G A,Z�. - - NUMBER OF BEDROOMS... .. .. _ ..... `f IZ. A VA¢iA,.ICE fl�_ 2't 1. RLa rs2-on GARBAGE DISPOSAL UNIT ....... .. . ......: Hb tce . 1.7 1-+lnc" Idoryon Tv W tfiy ou TOTAL ESTIMATED FLOW 3. C-:F15n NC Qy r12E) E7\6rr C^VIcLE To ( 110 GAL/BR./DAY x 4 BR. ).... ... .. 44b GAL./ DAY 3e RrN OV Win. REQUIRED SEPTIC TANK CAPACITY.............. GAL. 14 Lor U=cA-ttz> W Fc.00L, eo/JE Al2 C- _LN- Iz. o P(Yv FI2 r ^p DATL'17 i 17-86 ACTUAL SIZE OF SEPTIC TANK ............. l?Op GAL.-miIs 3o� or Lor t>fc (0.30x 8371) 24,15 rauweeb 7 Po2 zowoc, LEACHING AREA REQUIREMENTS QE6, LOS. 3. SIDEWALL AREA 2S GAL./S.F. 70 Es BOTTOM AREA f GALYS.F. LEACHING CAPACITY (BOTTOM t SIDEWALL) GAL.. ° RESERVE LEACHING CAPACITY.. _ GAL. \°a,+ ➢ ARo J E ESA J j FORM. 9/8/87 TELEPHONE POLE -0- HYDRANT 0' TOWN WATER W/ == W CATCH BASIN ( ON GENERAL NOTES I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TI -TLE 5 AND THE TOWN OF y/4CMoJIM RULES a REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2.ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE &EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME 4 N DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO COMPLIANCE WITH TOWN ZONING REGULATIONS. OWNER/ APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 5. THIS PLAN IS VALID IF IT IS STAMPED AND SIGNED IN 'RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES WHICH DO NOT HAVE ORIGINAL STAMPS AND SIGNATURES 6. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS 7. SETBACK REQUIREMENTS (MINIMUM) FRONT k SIDE REAR ic. TO 1?>f_ CL'TZ""F11Nrb LY {3LDG.. 1*JSp, APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION APPLICANT: C)ROWELL /✓/ 1�NER5Ort Engineers - Land Surveyors - Sonitorions 35 ROUTE /34 - UNIT 3 -P O. BOX 237 SOUTH OENN/S, MA. REVISIONS: SCALE: 12 O - DATE; R. BY: APPD. BY: ... Joe No. 16e5z SHEETOF i FORM. 9/8/87