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Home My WebLink About22 Maushops Path Proposed Septic DesignBENCIRI 4" SCHEDULE 40 PVC PIPE OBSERVATION PIPE c TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR MIN. PITCH 1/8` PER FT. CLEAN SAND SOIL '1 [ ST ]00.00 10 FT.' MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE 2" LAYER OF. 4` PVC PIPE PAINTED DATE"OF SOIL TEST ��OL3 ELEV. _ ____ 2 PRESSURE PIPE 1/8 . 0.1/2 FLAT DARK GREEN OR, ' (ASSUMED) 150 PSI MINIMUM E96.25 - WASHED STONE BROIfN W7TN.CARBON WTL SSE DONE BY _DAW RP_P1.8HERTY R�Qr 99.6 MAX. S N D BY CONCRETE - ___ 99.4 MIN: FILTER IS REQUIRED COVERS X ` . OBSERVATION HOLE 1 ELEv.=_a6_z_ • PERCOLATION RATE <2_ MIN.ANCH AT -.24-36 INCHES' 'PUMP SWITCHES bETAiL - - DEPTH HORIZ TEXTURE COLOR .MOTT. OTHER 0-4" A `n 98.40 m Fp2 it3� 4-24" 8 FINE SAND .2.5 ` NO 4" CAST IRON PIPE 6' MAX AX Ci: MEDIUM SAND 10YR6 6 NO NUMBER OF BEDROOMS_ EXIST. 42-74" C2 COARSE SAND - NO - NOT TO SCALE 74-11401 C3 "• 10187 4 (OR EQUAL} MINIMUM PITCH 1/4` PER FT. EL 88.7 PJIMP 'CHAMBER CALCULATIONS.' 8UOYANCY CALCULATIONS - .- y ° ° SEPTIC SYSTEM HAS BEEN INSTALLED. SOIL CLASS/F/C4770N REQUIRED FLOW PER CYCLLEE .25 X -ND GAL./CYCLE `'� 1500 GALLON'SEP77C TANK H2O INVERT- ELEVATION 96.25 ' DESIGN PERCOLA770N RATE ._ <5 ,MIN.^CH , EFFLUENT LOADING RAT 074_ GAL.IVAY/SF. VOLUME PER CYCLE S2 GAL/CYCLE /7.48 GAL./CU. FT. - ?1_QA_ CU. FT./CYCLE WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED --_ `.-- ° '�" o 93-97.75(5.25X9)624 3,6B6LBS ' _45151- (7'x56')t(126'x7/12') TOTAL MINIMUM VOLUME PER CYCLE _1J&_ CU. FT. A EL A 800 IL ER WEIGHT OF TANK PER MANUFACTURER 14,500 H2O DISCHARGE t1.78_ CU. FT./36.11 CU.FT./FT. _ - 0_33 FT. LEL ELEV. 6" SUMP ELEV. = 98_08 WEIGHT OF CONCRETE ` °7"10 (NONE) MIA ELEV. 97.4 RESERVE LEACHING CAPACITY GAL.IVAY 29'- EXCESS WrIGH7' TO OFFSET FLOTA770,V WEIGHT OF SUMP _1I,CA_ J9 006. 2.253 FLOW LINE EXCESS WEIGHT TO OFFSET FLOTA770N 13,067 6,• _ . 98;25_ NOTES: mrsor Q 2 J, p ALARM ON ELEV. 93,83 • 98.8 4.0- °Jz CRAIG It~ SHORT, P. E. SUGGESTED PROCEDURES FOR CHECKING PUMP CHAMBERS SE777NO FOR TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 97.50 ` 98.3 r r \- . ! 50$= P. 0. BOX 1044 WATER TEST BY INSTALLER W1774 ENG/NEER AND HEALTH AGENT 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO \t}.10PfD� 0 DISTRIBUTION ELEV. _� 1) FILL PUMP CHAMBER TO A,1/2" BELOW PUMP ON' FLOAT SE777NG PRIOR 70 ARRIVAL OF INSPECTOR AND ENGINEER. WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM ,SHALL BE CAPABLE OF ` 2) UPON INSPECTOR ARRIVAL ADD WATER UN77L PUMP ]URNS ON (ENGINEER WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN " SCALE 1>"' = `20' PL 70 B£ RAISED AND RE -PIPED BY A ELEV. rM N i LINER ON 3 SIDES 3) SHUT PUMP OFF (PR/OR TO PUMP/NC WALL WATER DOWN.) USED .UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. LA 4) COA177NUE TO ADD WA TR UN77L ALARM GOES ON. ENGINEER WILL 7HEN 3/8",DRILL BOX _9LK 8STANDARO /NFIL7RATORS WiJN STONE NOTE 5' .3 Cq gSFjS'NA�,9" - �O PUMPING PUMP S O REMMEASURE' P� °7NtNPM_ASURE DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS TO LICENSED PLUMBER AS 16 96.75 GAS BAFFLE PA 770 NNr & Ir-DRNE ��BF�� a 1 6) ENGINEER VVLL THEN CALCULATE SET77NGS AND ADVISE INSTALLER OF HOLE IN AN 7' X 56' X 7" TRENCH FORMA 770M E m SHED TO ANYAD✓U5LUENTS NEEDED. EXCAVATION CONTRACTOR IS TO "DIG PUMP ON ELEV:93.58 BE 440VCD 48• - NEEDED ELEV. = ELEV. = 96.50 H fL N 66 TO BE WATER TESTED (TO BE PLACED ON FIRM BASE) 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS in WELL MIW29 ZONE__ 4' 19" 98• ELEV. _ Y H2O TO 1 1/2" SOIL ABSORPTION 98.6=_ INDEX �•1 PUMP OFF ELEV. 93.25 16• EX/S77NC /sy; 2 LIQUID OUTLET: 92_00 /') !, Io 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND CHECK _3/4" VALVE WASHED STONE SYSTEM (SAS) ADJUST 12' 12' -' DEPTH (TO BE PLACED ON FIRM BASE) " AU�E 143 BOTTOM Or INSIDE 92.25 4 FEET S FEET -•- 14 INCHES - 19 INCHES MYERS SRM4 OR '' 6 BOTTOM OF TANK 91 75 DEPTH HORIZ TEXTURE COLOR .MOTT. OTHER 0-4" A LOAMY SAND 10YR4 2 NO Fp2 it3� 4-24" 8 FINE SAND 10196 6 ` NO EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVE 24-42' Ci: MEDIUM SAND 10YR6 6 NO NUMBER OF BEDROOMS_ EXIST. 42-74" C2 COARSE SAND 10"6 /8 NO - NOT TO SCALE 74-11401 C3 MEDIUM SAND 10187 4 NO EL 88.7 M. D. ` 12-1005 Shermdn_PLFix.dwg- 02003 CRAIG R. SHORT, P.E. 6 FEET 24 INCHES FEET 29 INCHES 5OO GALLON _ PUMP_, SEPTIC TANK p EQUAL CAPACITY OF 60 GPM WITH U.,GS PROBABLE NATER TABLE ELEV. 92.4 1 GS US TABLE �• WATER ENCOUNTERED AT +&A ELEV. _ __8L4_ 8 FE ET 34 INCHES 'C`HAn/{BER 70' HEAD OBSERVED WATER ( 9/10/03) ELEV. _ Fp2 it3� (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. BOTTOM OF TEST HOLE ELEV: _!� r 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVE "�q DESIGN CALCULATIONS 12. 13. A ZABEL A18DO FILTER IS TO BE INSTALLED. AN ELECTRIC PERMIT IS REQUIRED TO WRE PUMP AND ALARM. Cr�{ r IT NUMBER OF BEDROOMS_ EXIST. SEWAGE; DISPOSAL SYSTEM PROFILE JITLE 5 & B.0 H. VAR ANC SREQUIRED' GARBAGE DISPOSAL UNIT NO, NM -ALLOWED 16. - NOT TO SCALE 1 SECTION 15.103 3 L42. TOTAL ES77MATED FLOW (110 CAL/BR.IDAYX j' SR.) GAL/DAY - SOIL PROFILED MINE MAXIMUM GROUNDWATER A O.6' VARIANCE FROM 1.6`ADJUSTMENT. _330._ REQUIRED sEPDC TANK CAPACITY -150- GAL. PJIMP 'CHAMBER CALCULATIONS.' 8UOYANCY CALCULATIONS ACTUAL SEP77C TANK CAPACITY -15Dn GAL. SEPTIC SYSTEM HAS BEEN INSTALLED. SOIL CLASS/F/C4770N REQUIRED FLOW PER CYCLLEE .25 X -ND GAL./CYCLE `'� 1500 GALLON'SEP77C TANK H2O 1000 GALLON PUMP'CHAMBERH2O DESIGN PERCOLA770N RATE ._ <5 ,MIN.^CH , EFFLUENT LOADING RAT 074_ GAL.IVAY/SF. VOLUME PER CYCLE S2 GAL/CYCLE /7.48 GAL./CU. FT. - ?1_QA_ CU. FT./CYCLE WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED LEACHING AREA SO. FT. VOLUME OF WATER IN PIPE 3.14 X 0.00694 X 35 FT. _X0.77_" CU. FT.6=2 x11(93-92)62.4 4,235LB5 93-97.75(5.25X9)624 3,6B6LBS ' _45151- (7'x56')t(126'x7/12') TOTAL MINIMUM VOLUME PER CYCLE _1J&_ CU. FT. WEIGHT OF TANK PER MANUFACTURER 21,230. WEIGHT OF TANK PER MANUFACTURER 14,500 LEACHING CAPACITY 344 DISCHARGE t1.78_ CU. FT./36.11 CU.FT./FT. _ - 0_33 FT. WEIGHT OF CONCRETE WEIGHT OF CONCRETE .GAL.IVAY 465.5x0.74 STORAGE CAPACITY (330 GAL:/DAY /7.48 GAL./CU.FT./36.11 CU.FT./FT. _ -1.23 _ FT. (NONE) MIA (NONE) N/A RESERVE LEACHING CAPACITY GAL.IVAY 1_23 REQUIRED _,2_4L PROVIDED EXCESS WrIGH7' TO OFFSET FLOTA770,V WEIGHT OF SUMP _1I,CA_ J9 006. 2.253 EXCESS WEIGHT TO OFFSET FLOTA770N 13,067 6,• _ . NOTES: mrsor Q 2 J, p 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. • 98.8 4.0- °Jz CRAIG It~ SHORT, P. E. SUGGESTED PROCEDURES FOR CHECKING PUMP CHAMBERS SE777NO FOR TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. ` 98.3 r r \- . ! 50$= P. 0. BOX 1044 WATER TEST BY INSTALLER W1774 ENG/NEER AND HEALTH AGENT 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO \t}.10PfD� 0 398-8311 SOUTH DENNIS; MASS.' 02660 1) FILL PUMP CHAMBER TO A,1/2" BELOW PUMP ON' FLOAT SE777NG PRIOR 70 ARRIVAL OF INSPECTOR AND ENGINEER. WITHIN 6" OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM ,SHALL BE CAPABLE OF ` 2) UPON INSPECTOR ARRIVAL ADD WATER UN77L PUMP ]URNS ON (ENGINEER WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN " SCALE 1>"' = `20' 40 MIL. VINYL WILL THEN MEASURE DEPTH) -10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE ' LINER ON 3 SIDES 3) SHUT PUMP OFF (PR/OR TO PUMP/NC WALL WATER DOWN.) USED .UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. LA 4) COA177NUE TO ADD WA TR UN77L ALARM GOES ON. ENGINEER WILL 7HEN d. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL' REV. OCT.1-:17, 2003 NOTE ,�'f0MEASUREAND BE MORTARED IN PLACE. �'• NO DETERMINATION HAS BEEN MADE AS T%COMPLIANCE WITH Cq gSFjS'NA�,9" - �O PUMPING PUMP S O REMMEASURE' P� °7NtNPM_ASURE DEEDED OR ZONING REGULATIONS. OWNER APPLICANT IS TO CO.NC. 99.1 \ \ 16 TREE £NC/,UV£ERRV DEPTH OF£UWA WATER TOP OFF77L PA 770 NNr & Ir-DRNE ��BF�� ¢ 1 ° 1 6) ENGINEER VVLL THEN CALCULATE SET77NGS AND ADVISE INSTALLER OF OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, gBFOp� THROOM SHED TO ANYAD✓U5LUENTS NEEDED. EXCAVATION CONTRACTOR IS TO "DIG • 98.9 O BE 440VCD CALL -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS` BS�PO PRIOR TO COMMENCING WORK ON SITE. H sp l`i 66 IEN7oY 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS S GARAGE H SITE, CONDITIONS PRIOR TO COMMENCING WORK ON SITE, ANY VARIATION 98• IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY 98.6=_ 3 8. PARCEL 95 W FLOOD ZONE- B EX/S77NC /sy; 2 9. LOT IS SHOWN ON ASSESSORS MAP __23_ AS PARCEL _-251 - , -� 99.1 DWELL/NG41.1i C•Rr /') 0, L? 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND M. D. ` 12-1005 Shermdn_PLFix.dwg- 02003 CRAIG R. SHORT, P.E. FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTE AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) Fp2 it3� (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. r 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVE "�q tfj\ 12. 13. A ZABEL A18DO FILTER IS TO BE INSTALLED. AN ELECTRIC PERMIT IS REQUIRED TO WRE PUMP AND ALARM. Cr�{ r IT S; 4i- v�rr ( j It S^ s ( j - 14. 15. PUMP AND ALARM ARE TO BE ON SEPARATE CIRCUITS. SEPTIC TANK AND PUMP CHAMBER ARE TO BE IPX OR LFA 16. ASPHALT WATERPROOFED BY THE MANUFACTURER. ALARM. IS,TO BE BOTH AUDIO AND VISUAL. No s7a83 " �`�._` i *NO TE. S/TE PLAN LOT LINES REi/ISED 11/30/2005 + J#2495 SEPTIC SYSTEM HAS BEEN INSTALLED. PT'EST YARMOUTH, MA R�, PROPOSED SEPTIC DESIGN L rF�e FOR A JOHN '& :CAROL :SHERMAN TQC. 22 " MAUSHOPS PATH olR �9r J9 'WEST., YARMOUTH, MA • Q 2 J, p CRAIG It~ SHORT, P. E. 235 GREAT WESTERN .ROAD r r 50$= P. 0. BOX 1044 aARvesLN `' �' 398-8311 SOUTH DENNIS; MASS.' 02660 DATESEPT'22, 2003 N, SCALE 1>"' = `20' Acus s A� HARSH AS LA ' AIF REV. OCT.1-:17, 2003 JOB N0. 12-1005 LOCATION MAP =IREV.* NOV. 30, .2005 [SHEET.-- 1 ' -OF1_ M. D. ` 12-1005 Shermdn_PLFix.dwg- 02003 CRAIG R. SHORT, P.E.