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Home My WebLink About162 Pleasant Street - Proposed Septic Design• CAt110iLtK� .t •. • (:•T- ' + :ii:•::1 ..+..:. • ... ' t :•,, ,•,, , •;i-.• 20 FT. 'MINIMUM FROM .CELLAR TOP :OF ' FOUNDATION s,- �; ,+ ;,, 10 FT: MINIMUM FROM. SLAB OR CRAWL: SPACE ELEV. !00.00. '1O' FT: 'MINl1UI{: ` • .. (AS SUMED• . i; .' CONCRETE CORS .• , • ;. 4" SCHEDULE' 40 PVC PiPE it PER FT'. • ,' MIN. PITCH 1/8• , i .t �� .' •' M - 2.43., ' 6 MA 4"•CAST:IROW PIPE POITCH Q1 /4"> PEI : F3M r t FLOW.LiNE i ELEV. Q '97.57 10" {.' "'MIN." ELEV. = 97.11 LEVEL ELEV. _7$ GAS ELEV. = 9.67 6" SUMP ELEV. - 96.50 BAFFLE DISTRIBUTION ELEV. LIQUID OUTLET BOX 4 FEET" 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 5 FEET 19 -INCHES C ^ IF MORE THAN ONE OUTLET 6 FEET. 24 INCHES 1500 GALLON (TO BE PLACED ON FIRM BASE) 7 FEET 29 INCHES S FEET 34 INCHES 'SEPTIC TANK 3/4" TO 1 1/2" CLEAN •' T DOUBLE WASHED STONE /SEWAG DISPOSAL. SYS 1 E�{ �O�II.E FREE' OF FINES & SILT NOT TO SCALE V\ 10 x.10 1 (00. 3, - .. s. .. _ : .t •_ :v ._ I,:✓ may. •'i' f T " s.TEST t [7LY 16: - 200'`: F-. OIL TES7`�,� .. � .DATE 0 S .. v S ET ER.E G :.•• S EES11`L • SOII:�,TEST DONE.BY Wim. r . btu 1�U.KEE�W17NES5ED'BYCLEAN SAND L~ - : 913:7.: . 08SERVATION� •;HOLE _ INSPECTION .PORT MIN: NCH: A `1NCHES -:-: /► LOAM 'ANO ►EED PERCOI.AT!ON R ATE. '.• 2" LFYER OF 1/8To 1/2. c4:' ;. • LEGEND ',•��...,: _ 9.93.MAX WASI-ED STONE , . VENT . EXISTING SPOT ELEVA-11ON -00X0 \ Y NOT REQUIRED EXISTING CON TOUR=-=•�-00--f- 0 ' 8- LOAMY. -SAND•' FINAL SPOT .ELEVATION 0 z 1 CU. FT. • OF CONCRETE FINAL CONTOUR :., ; 00. MEDIUM. SANG 2.5Y8/ -Z SOIL, TEST' LOCATION - 0} ANCHOR UTILITY POLE =�- 96.93 TOWN • WATERW---==w CATCH. BASIN r o ON 010 ELEV. -- 95'8 7.0, 00 00 0 0 0 - o vu GAS UNE -�^=�" CLEAN' OUT. ' C.�' . r•--�"" �Po o - -- - CESSPOOL G.P. , 6 HIGH -CAP INFILTRATORS WITH S7 SONE' , ., •' l CD _ ED - 'fir �i: •,: l•••.J •k5• r.ti�.:tc i_� 'J•:' �k/f i!!}i. i.'•..f. ..�^f:�:^ ,,�t..p L'1'('•:'}:,,.':r Vii" �t • - .. s. .. _ : .t •_ :v ._ I,:✓ may. •'i' f T " s.TEST t [7LY 16: - 200'`: F-. OIL TES7`�,� .. � .DATE 0 S .. v S ET ER.E G :.•• S EES11`L • SOII:�,TEST DONE.BY Wim. r . btu 1�U.KEE�W17NES5ED'BYCLEAN SAND L~ - : 913:7.: . 08SERVATION� •;HOLE _ INSPECTION .PORT MIN: NCH: A `1NCHES -:-: /► LOAM 'ANO ►EED PERCOI.AT!ON R ATE. '.• 2" LFYER OF 1/8To 1/2. c4:' ;. • LEGEND ',•��...,: _ 9.93.MAX WASI-ED STONE , . VENT . EXISTING SPOT ELEVA-11ON -00X0 LOAMY SAND. 97.68 MIN NOT REQUIRED EXISTING CON TOUR=-=•�-00--f- 0 ' 8- LOAMY. -SAND•' FINAL SPOT .ELEVATION 0 z 1 CU. FT. • OF CONCRETE FINAL CONTOUR :., ; 00. MEDIUM. SANG 2.5Y8/ -Z SOIL, TEST' LOCATION - 0} ANCHOR UTILITY POLE =�- 96.93 TOWN • WATERW---==w CATCH. BASIN r o ON 010 ELEV. -- 95'8 7.0, 00 00 0 0 0 - o vu GAS UNE -�^=�" CLEAN' OUT. ' C.�' . r•--�"" �Po o - -- - CESSPOOL G.P. , 6 HIGH -CAP INFILTRATORS WITH S7 SONE' , "T z 5.4 - 11' X 48' X 10" TRENCH FORMATION' WATER ENCOUNTERED AT _+.,I96=_ -EL£V. .n 9 M1W2 � .. SOiL ABSORPTION wELL___A ___-- : ZONE INDEX 8.7_ 6/02 : AS - S _ SYSTEM • z.0 S / ADJUST • � ' Y DESIGN CAI.CULATiONS 4 . NUMBER 'OF BEDROOMS USGS PROBABLE WATER TABLE ELEV. = -912- GARBAGE DISPOSAL. UNIT NO OBSERVED WATER TABLE ( 7 /16/02) ELEV. = 81120 TOTAL 'ESTIMATED FLOW BOTTOM OF TEST HOLE ELEV. _ Z4_._ (•110' CAL,/BILAAY X,_:J_'19R.) 440'- GAL./DAY REQUIRED SEPTIC TANK CAPACITY _ $$4_ GAL ACTUAL: SIZE OF SEPTIC TANK 1500 GAL. SOIL CLASSIFICATION =-1 ' DESIGN PERCOLATION RATEMIN,/IN. EFFLUENT LOADING RATE GAL,/DAY/`S.F.. , LEACHING -AREA SQ. FT. ,• (11 X4f*+(47X2X1O/i 2) i - • LEACHING CAPACITY -(AREA X ,RATE) $: GAL:/DAY i E06 .33 X 0.74• ' GAL./D AIx- RESERVE• LEACHING CAPACITY ,•�.� . .. A 10.D.E.- H L � R- �S FO •S L 0 M AND M ATERfAL C N•' K A SHiP . 0 M 1. TITLE 5ANf7 THE TOWN' OF Y RULES AND ,t •.' , :`. ; ' - REGULATIONS FOR, THE' SUBSURFACE, DISPOSAL OF • SEWAGE. _ 2.• ALL COVERS TO SANITARY UNITS. SHALL' BE� BROUGHT. T0. -WITHIN.6" OF, FINISHED GRADE: 3. ALL COMPONENTS OF. THE SANITARY, SYSTEM: SHALL BE -CAPABLE OF;'`'' WITHSTANDING H-10,LOADING'UNLESS THEY- ARE UNDER OR WITHIN: L' 10 FT. QF `DRIVES OR PARKING AREAS: -H-20 `LOADING SHALL BE, - . ' :' :;•' USED -,DER 'OR WITHIN 10; FT. OF • DRIVES :OR' PARKING • 'AREAS., ., ' 4. ANY* MASONARY UNITS USED TO BRING .COVERS TO GRADE -SHALL BE MORTARED iN 'PLACE.;'•, 5. NO DET ERMINATION-.HAS- BEEN -_MADE AS TO. COMPLIANCE..'WITH DEEDED; OR ZONING'..REGULAMONS.• O'iVNER.-/ APPUCANT. iS'TO i 0BTAiN1SUCH DETERMINATION -FROM -APPROPRIATE AUTHORITY.-: 6. UTILITIES SHOWN ARE .APPROXIMATE, ONLY, EXCAVATION CONTRACTOR' j IS TO CALL "DIG -SAFE" AT' 1-888-344-+7233 AT LEAST: 72' HOURS ; - .•'' , : ' a•. PRIOR TO COMMENCING. WORK: ON. SITE 7. CONTRACTOR.IS TO VERIFY GRADES. AND'ELEVknONS-AS AS-.•., :,: ? SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.ANY VARfATiON' - IS TO ;BE BROUGHT T4.7H£ 'ATTENTION' OF - THE. DESIGN ENGINEER• : , ;w+:; IMMEDIATELY.. 8., PARCEL: IS • IN FLOOD ZONE. ' N ASSESSORS' -"MAP' 51 AS,PARCEL.• 89" ' 39. OT 'IS :SHOWN' 0 , i 9. L ; 99.1 -10. EXISTING PLUMBING IS 'TO BE' REPLUMBED AS SHOWN' BY A .LICENSED. PLUMBER. 11: EXISTING SEPTICS ARE TO BE PUMPED AND REMOVED: OF 0iN Ni�' T. A.- Wi 1i v t o DUMAS v CoxNo 819 P! 0.31341 y APPROVED: BOARD OF •NEAi� i TAR : a - �7.��t,�''!=•1 - I _ ' is . PAT ,.AGENT' : PO8ED PROSEPTI:';:SIG U 2g FOR. 93.6 K 98.3 z° BASS • PROJECT; LOCATION: • • �,-;., ,! .. ` • •iii/`/': ''}'. '1•• ,M1• ':1 SOIL N"',=ANT iES7" 98.7 -a' : _ S. '- 235'.GREAT WESTERN, ROAD.': . R 11�G� 5Qg, SOUTH DENNIS; -MASS. :0266Q 2 � 3 9$=39 2 • 1 L.. 1' 5 's" �`k• - O •• Il •• • • : DATE. -SCALE.` -»: - ',' - -'• 'r;` ocus JULY 1'•8;:.-200.2: A [REV."• .UG� .19 2��2 J06. No. JT7""' A LOC AYIO�t MAP . :i • 'SHEET`.. F- . s. C.� 58 PROD 5476-00`• dw ,\,64 76 -00 6WG: 02002 ,SWt:ETSER ENGINEERING HORIZ TEXTURE-, 'COLOR,-- '=.MOTT:: -OTHERA rH' LOAMY SAND. IOYR5/1: RD,"..- ROOTS.' 0 ' 8- LOAMY. -SAND•' .10YR7/6.• ROOTS 20•-126 ' C ' ' MEDIUM. SANG 2.5Y8/ -Z _ "T z 5.4 - 11' X 48' X 10" TRENCH FORMATION' WATER ENCOUNTERED AT _+.,I96=_ -EL£V. .n 9 M1W2 � .. SOiL ABSORPTION wELL___A ___-- : ZONE INDEX 8.7_ 6/02 : AS - S _ SYSTEM • z.0 S / ADJUST • � ' Y DESIGN CAI.CULATiONS 4 . NUMBER 'OF BEDROOMS USGS PROBABLE WATER TABLE ELEV. = -912- GARBAGE DISPOSAL. UNIT NO OBSERVED WATER TABLE ( 7 /16/02) ELEV. = 81120 TOTAL 'ESTIMATED FLOW BOTTOM OF TEST HOLE ELEV. _ Z4_._ (•110' CAL,/BILAAY X,_:J_'19R.) 440'- GAL./DAY REQUIRED SEPTIC TANK CAPACITY _ $$4_ GAL ACTUAL: SIZE OF SEPTIC TANK 1500 GAL. SOIL CLASSIFICATION =-1 ' DESIGN PERCOLATION RATEMIN,/IN. EFFLUENT LOADING RATE GAL,/DAY/`S.F.. , LEACHING -AREA SQ. FT. ,• (11 X4f*+(47X2X1O/i 2) i - • LEACHING CAPACITY -(AREA X ,RATE) $: GAL:/DAY i E06 .33 X 0.74• ' GAL./D AIx- RESERVE• LEACHING CAPACITY ,•�.� . .. A 10.D.E.- H L � R- �S FO •S L 0 M AND M ATERfAL C N•' K A SHiP . 0 M 1. TITLE 5ANf7 THE TOWN' OF Y RULES AND ,t •.' , :`. ; ' - REGULATIONS FOR, THE' SUBSURFACE, DISPOSAL OF • SEWAGE. _ 2.• ALL COVERS TO SANITARY UNITS. SHALL' BE� BROUGHT. T0. -WITHIN.6" OF, FINISHED GRADE: 3. ALL COMPONENTS OF. THE SANITARY, SYSTEM: SHALL BE -CAPABLE OF;'`'' WITHSTANDING H-10,LOADING'UNLESS THEY- ARE UNDER OR WITHIN: L' 10 FT. QF `DRIVES OR PARKING AREAS: -H-20 `LOADING SHALL BE, - . ' :' :;•' USED -,DER 'OR WITHIN 10; FT. OF • DRIVES :OR' PARKING • 'AREAS., ., ' 4. ANY* MASONARY UNITS USED TO BRING .COVERS TO GRADE -SHALL BE MORTARED iN 'PLACE.;'•, 5. NO DET ERMINATION-.HAS- BEEN -_MADE AS TO. COMPLIANCE..'WITH DEEDED; OR ZONING'..REGULAMONS.• O'iVNER.-/ APPUCANT. iS'TO i 0BTAiN1SUCH DETERMINATION -FROM -APPROPRIATE AUTHORITY.-: 6. UTILITIES SHOWN ARE .APPROXIMATE, ONLY, EXCAVATION CONTRACTOR' j IS TO CALL "DIG -SAFE" AT' 1-888-344-+7233 AT LEAST: 72' HOURS ; - .•'' , : ' a•. PRIOR TO COMMENCING. WORK: ON. SITE 7. CONTRACTOR.IS TO VERIFY GRADES. AND'ELEVknONS-AS AS-.•., :,: ? SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.ANY VARfATiON' - IS TO ;BE BROUGHT T4.7H£ 'ATTENTION' OF - THE. DESIGN ENGINEER• : , ;w+:; IMMEDIATELY.. 8., PARCEL: IS • IN FLOOD ZONE. ' N ASSESSORS' -"MAP' 51 AS,PARCEL.• 89" ' 39. OT 'IS :SHOWN' 0 , i 9. L ; 99.1 -10. EXISTING PLUMBING IS 'TO BE' REPLUMBED AS SHOWN' BY A .LICENSED. PLUMBER. 11: EXISTING SEPTICS ARE TO BE PUMPED AND REMOVED: OF 0iN Ni�' T. A.- Wi 1i v t o DUMAS v CoxNo 819 P! 0.31341 y APPROVED: BOARD OF •NEAi� i TAR : a - �7.��t,�''!=•1 - I _ ' is . PAT ,.AGENT' : PO8ED PROSEPTI:';:SIG U 2g FOR. 93.6 K 98.3 z° BASS • PROJECT; LOCATION: • • �,-;., ,! .. ` • •iii/`/': ''}'. '1•• ,M1• ':1 SOIL N"',=ANT iES7" 98.7 -a' : _ S. '- 235'.GREAT WESTERN, ROAD.': . R 11�G� 5Qg, SOUTH DENNIS; -MASS. :0266Q 2 � 3 9$=39 2 • 1 L.. 1' 5 's" �`k• - O •• Il •• • • : DATE. -SCALE.` -»: - ',' - -'• 'r;` ocus JULY 1'•8;:.-200.2: A [REV."• .UG� .19 2��2 J06. No. JT7""' A LOC AYIO�t MAP . :i • 'SHEET`.. F- . s. C.� 58 PROD 5476-00`• dw ,\,64 76 -00 6WG: 02002 ,SWt:ETSER ENGINEERING