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Home My WebLink About83- 906 - Sewage Disposal SystemSOIL TEST PIT DATA, INDICATES INDICATES SEPTIC TANK DETAIL: DISTRIBUTION BOX DETAIL: PERC. OBSERVED NOT TO SCALE TEST GROUNDWATER NOT TO SCALE NOTES: I. SEPTIC TANK SHALL T STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON, ' NO. OF OUTLETS: TP u s TP e Z TP TP REINFORCED CONCRETE. SbHED. 40 PVC OR CAST -IN-PLACE CONCRETE. TEES /5 GRD. EL. 15 GRD. EL. 10 GRD. EL. GRD. EL. 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TO BE CENTERED UNDER MANHOLE COVER. NOTES! J _ W. EL. 2,o W. EL. 2 () GW. EL. GW. EL. UNLESS UNDER PAVEMENT, DRIVES OR S RECOMMENDED MANUFACTURER-ROTONDO OR 4 DIST BOX TO WITHSTAND H-10 LOADING TRAVELED WAYS.WHEREIN H-20 LOADING APPROVED EQUAL. I I UNLESS UNDER PAVEMENT, DRIVES OR -m iSU$SoIL_ -rop sciaS01L_ SHALL APPLY.j PRECAST F- TRAVELED WAYS WHEREIN H-20 LOADING 3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVEN ZI'' I DIST. I I SHALL APPLY. CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH GRADE ) BOX 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PEC_t� I 1 INLET PIPE EXCEEDS 0.08 FT./FT. OR IN I -MIN I I PUMPED SYSTEM. FIlJE 111�� 1 12 L--- J 8,�„ -"13 COVER 17-1 4 r~ 3. FIRST TWO FEET OF PIPE OUT OF DIST sr1�a SAID �.U„ PLAN VIEW BOX TO BE LAID LEVEL. NoerAL WATER COVER 4 OR APPROVED EQUAL, -ROTONDO RECOMMENDED MANUFACTURER Z,0 �___________________ -ET-r F , - i 1�TEE :)U� 11 PROVIDE �� ♦ . '. WATERTIGHT SJOINTSltYP1 -:, -0- MIN. OUTLET PRECAST O.Q - SEPTIC Ii �� LIQUID DEPTH TEE I-1 SEE I ♦1 „ 1" �1"CT='•1 °f H �� TANK - I' '9,10 4" INLET � NOTE i _ 4 'I' -"xTroH t'f HoL.E � I 'SE ,1�-� a"ouTLEr '�' L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __J -L ----_-1J L_ --_----J.' �� • BOTTOM ON LEVEL !TABLE BASE 0 D, .o o.o -BOTTOM ON •. L 4,• j 5"� v o. LEVEL STABLE PLAN VIEW CROSS-SECTION VIEW CROSS-SECTION"-/'=✓-/- BASE DATE: DATE: /- /5-S / - /S - TEST BY: TEST BY: STZ:PHEti-� FfAAS STEPfrC a /fAAS WITNESSED BY: WITNESSED BY: 7rP-ge 04A Yes 7cZQY /f AYES PERC. RATE: PERC. RATE: MIN./INCH 0 MIN./INCH O NOTES DATE: DATE: TEST BY: TEST BY: WITNESSED BY: WITNESSED BY: PERC. RATE: PERC. RATE: MINdINCH MIN./INCH 1) PROPERTY LINES SHOWN HEREON WERE COMPILED FROM A PLAN RECORDED AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS IN PLAN BOOK 110 PAGE 89 AND DOES NOT REPRESENT AN ACTUAL SURVEY ON THE GROUND. 2) BENCH MARK INFORMATION WAS TAKEN FROM A PLAN TITLED "SITE AND SEWAGE PLAN FOR ROGER NEWSOM, LOT 3 GULLS COVE ROAD- BY WILLIAM LIEBERMAN, P.E., DATED MAY 18, 1983. 4) EDGS• OF WETLAND GROWTH WAS COMPILED FROM A PLAN TITLED "SITE AND SEWAGE PLAN FOR ROGER NEWSOM, LOT 2 GULLS COVER ROAD, BY WILLIAM LIEBERMAN, P.E., DATED MAY 18, 1983. -. 5) REMOVE UNSUITABLE MATERIAL (TOP SOIL AND SUB SOIL) WITHIN ZONE DEFINED BY THE PROPOSED RETAINING WALL ON 3 SIDES AND THE 25' SETBACK LINE ON THE SOUTHEAST EDGE OF THE PROPOSED LEACHING SYSTEM. 6) UNDERGROUND UTILITIES WERE COMPILED FROM AVAILABLE RECORDED PLANS OF UTILITY COMPANIES AND PUBLIC AGENCIES AND ARE APPROXIMATE ONLY. BEFORE DESIGN AND CONSTRUCTION CALL "DIG SAFE" 1-500-322-4844. .St=T.c34crc s i 2,owT .30' kt•a.a Zo' or <N Jaz' 3v eo co' ?�- !ULL�S Ga t a 10 - ----- -' µAces taE+ICI •s 22.5' 'T.P`L1 ooA L Wit'?� N%F L O �f, AG. y.� 0 row TFYS .VPC, ,,yam 1 1C) LEACHING TRENCH DETAIL: NOT TO SCALE Ins '- TO wertAAy:c;, VELE rq nan/ KM//V. / /-FINISI{ Ca¢A'DG U, a96o A►�Jr-tom FILL AND LOAM 1. THIS PLAN IS FOR DESIGN AND To,0.EL:'?10 f ..:... PLUG MATERIALS SHALL CONFORM TO MASS, ..:.:. , .. 33o GAL. _. _.. 4" PERFORATED PVC S 0.005_-� _ ENDS / a G EEFTEC IVE .2EMh) OF %glto%p 79SH,P, GLe AN 41RAL11 // TH WASHED STONE! L,P. FILA, Route SA cLE&N N PROFILE MIN• Flz'�NULAF2 THIS POINT DIST =150xSLOPE N ExhyT, D"IEu/NCS NY I 240MII. �4'fo I%2 9oo�LE RE.1/(odE 1b 5 fl E�, IIFR 0'G• 17V4 hI� WA<JNefl STONE TOPSOIL_ t 1SOP, COMP,/DESIGN �►�� f.E C . ! _` _ :mss L ' DESK3N PERC. RATE: G Z SLOPE _ �- TO 1-1/2" DOUBLE (tYo.) „ ypR WASHED STONE(no fines) - GeNNEs-T-rv!4I111 PIPES AT END V�I� 4'Q,Y�' - 5 5 CW1. 2T2h(26 ZLo l IAP �APS25u 6,o.vl, EL r 4 .00 I SAND STC/�TA l3o KSI STF_ I 4' INVERT AT SEPTIC TANK00 & l00 3 EL,3�° OBSERVED G,W, *Jbf¢ FNf)RE LFNtit'{ ol; N/A LL I ?0 4E c�hr ItJ / 2x18/ p � CG f:3o Pri DIJ1; Pbo2 , 4' INVERT AT DIST. BOX00 8.25 � ' 1 i i i iExTREHE I+law TIDE i I or <N Jaz' 3v eo co' ?�- !ULL�S Ga t a 10 - ----- -' µAces taE+ICI •s 22.5' 'T.P`L1 ooA L Wit'?� N%F L O �f, AG. y.� 0 row TFYS .VPC, ,,yam 1 1C) LEACHING TRENCH DETAIL: NOT TO SCALE DESIGN CRITERIA: DESIGN FLOW: Z BEDROOMS AT11 0 G.P.B./D= ZZo G.P.D. Nc c. A gzAG E_ G �CEFZ D FINISHED GRADE / LSALL DETAIL ,. A►�Jr-tom FILL AND LOAM 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE ..:... PLUG MATERIALS SHALL CONFORM TO MASS, ..:.:. , .. 33o GAL. _. _.. 4" PERFORATED PVC S 0.005_-� _ ENDS / - Q�o.o �e ♦g -� e. p0 yqo G EEFTEC IVE 'The BSC Group ERROR LEVEL b, BO TT OM // TH The BSC Group -Cape Cod Inc 3236 Main Street Route SA / N PROFILE - MEASURE SLOPE AT THIS POINT DIST =150xSLOPE N ExhyT, D"IEu/NCS NY 2% MIN. FINISH GRADE LOAM 8 SEED x------ -- MIN . REALTY IRvsT ?. ^ 2MIN. OF 1/8" TO V2" WASHED STONE COMP,/DESIGN �►�� 43/4" au+.r4.;; 1 DESK3N PERC. RATE: G Z SLOPE _ �- TO 1-1/2" DOUBLE (tYo.) „ ypR WASHED STONE(no fines) - GeNNEs-T-rv!4I111 PIPES AT END V�I� 4'Q,Y�' - 5 CROSS-SECTION ZLo INVERT ELEVATIONS: / 4' INVERT AT BUILDING f�P-At:-r-- 4' INVERT AT SEPTIC TANK00 & l00 3 � 4' INVERT AT SEPTIC TANK(OU0 5.35 4' INVERT AT DIST. BOX00 8.25 4' INVERT AT DIST. BOX(out) 0,0- INVERTS AT LEACHING FACILITY: 4' INVERT AT BEGINNING OF LEACHING TRENCH s 4' INVERT AT END OF LEACHING TRENCH ELEVATION AT BOTTOM OF LEACHING TRENCH 1.00 OBSERVED GROUNDWATER ELEVATION 2./18/88- 130 PM �5'00 DURING EXTREME HIGH TIDE DESIGN CRITERIA: DESIGN FLOW: Z BEDROOMS AT11 0 G.P.B./D= ZZo G.P.D. Nc c. A gzAG E_ G �CEFZ D NO JA?E _ I 4-.V8b Couuf , ENoS or • gR wk FIM REQUIRED SEPTIC TANK: LSALL DETAIL �� A►�Jr-tom GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS, 220 IVc I So �16= 33o GAL. �$ OR TRAVELED SHALL BE SCHEDULE 40 OR EQUAL. SEPTIC TANK PROVIDED: = 1000 GAL. 'The BSC Group ERROR The BSC Group -Cape Cod Inc 3236 Main Street Route SA / N 617 362 8133 PROJECT TITLE: SIZE OF LEACHING FACILITY REQUIRED: N ExhyT, D"IEu/NCS NY ov ps �s J PREPARED FOR - STEP -j-1 NC,, TERN REALTY IRvsT DATE: FE_Z0AP_-{ ZA, 1988 COMP,/DESIGN �►�� o P�rEes/J er' A4, au+.r4.;; 1 DESK3N PERC. RATE: G Z MINJ94CH ti - GeNNEs-T-rv!4I111 PIPES AT END V�I� 4'Q,Y�' - 5 ZLo / 3 � ✓' a I°"1��8 m 1 N `DR}'wEk N� LoT l LO% 3 1NlT Pf /,/FR•L �•�• �' h 3T/tC�v HA�,6B J \PASS R W 'AVER No. "1..! 3 / S a Co cog 1 jN OF A# REN ICK 8 CHAF IAN Of I�,TL-/FND G,R-oWT7•/ SEE r `e\ Tbk)A/ Of 1A2tfool i *' - -- C)r- SLOPE 3R_�_c/l k -Dur CALL 0LA77a.j-1: c+zrriCol c eLZVArioA3 - -7.9S t 5.415 9-1 PLANVIEW: 5oL�7w,15ASr br [FOLK/t G T2f-M?G/f=EG.RO•. SCALE: 10= Zo' A)07115: /A2+AAa4:E5 Fe0-4 Seer. /5. oz 6/7).(ZS'acro/A x1Nn sEc'r/5,�3(7),(o�,�KrLL scoPE� of 3/OeNk/S•< p u tom' yo' tev' FEET TNf- SrATE 640-?, 77Ttfr To p6g" r/}t C.UAJS7Rf/y-'r7Cf-N OCT7►i5 Sy5T6�/, SIZE OF LEACHE'VG FACILITY PROVIDED: 2- Z2 S i1•S^ L£I\Gt1 T2f.NCH�S O 1 IJC.t4 F S �E:Ep c,t-TvN 22 S x I'S K'Z = (n"(,S s.I. x i.+Y=lo'j.54Po LOCUS PLAN: West Y"cx_ t, a4 REVISIONS NO JA?E _ I 4-.V8b Couuf , ENoS or • gR wk FIM A09 A00E0 1`om TD Go NG: LSALL DETAIL 2 (o •G •QA A/'C£r Ax:SvrlDil; •rNa�S C, . GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS, D E.O.E. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED SHALL BE SCHEDULE 40 OR EQUAL. N 'The BSC Group ERROR The BSC Group -Cape Cod Inc 3236 Main Street Route SA / N 617 362 8133 PROJECT TITLE: NDdSG f SYSTEM DESIGN N ExhyT, D"IEu/NCS NY ov ps �s J PREPARED FOR - STEP -j-1 NC,, TERN REALTY IRvsT DATE: FE_Z0AP_-{ ZA, 1988 COMP,/DESIGN �►�� o P�rEes/J er' A4, au+.r4.;; 1 FIELD FILE NO: DWG NO ��I SHEET OF IJOBNO:3-502&C-oj ✓' a I°"1��8 m 1 N `DR}'wEk N� LoT l LO% 3 1NlT Pf /,/FR•L �•�• �' h 3T/tC�v HA�,6B J \PASS R W 'AVER No. "1..! 3 / S a Co cog 1 jN OF A# REN ICK 8 CHAF IAN Of I�,TL-/FND G,R-oWT7•/ SEE r `e\ Tbk)A/ Of 1A2tfool i *' - -- C)r- SLOPE 3R_�_c/l k -Dur CALL 0LA77a.j-1: c+zrriCol c eLZVArioA3 - -7.9S t 5.415 9-1 PLANVIEW: 5oL�7w,15ASr br [FOLK/t G T2f-M?G/f=EG.RO•. SCALE: 10= Zo' A)07115: /A2+AAa4:E5 Fe0-4 Seer. /5. oz 6/7).(ZS'acro/A x1Nn sEc'r/5,�3(7),(o�,�KrLL scoPE� of 3/OeNk/S•< p u tom' yo' tev' FEET TNf- SrATE 640-?, 77Ttfr To p6g" r/}t C.UAJS7Rf/y-'r7Cf-N OCT7►i5 Sy5T6�/, SIZE OF LEACHE'VG FACILITY PROVIDED: 2- Z2 S i1•S^ L£I\Gt1 T2f.NCH�S O 1 IJC.t4 F S �E:Ep c,t-TvN 22 S x I'S K'Z = (n"(,S s.I. x i.+Y=lo'j.54Po LOCUS PLAN: West Y"cx_ t, a4 REVISIONS NO JA?E _ I 4-.V8b Couuf , ENoS or • gR wk FIM A09 A00E0 1`om TD Go NG: LSALL DETAIL 2 (o •G •QA A/'C£r Ax:SvrlDil; •rNa�S C, . GENERAL NOTES: 1. THIS PLAN IS FOR DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO MASS, D E.O.E. TITLE 5 AND LOCAL BOARD OF HEALTH REGULATIONS. 3. ALL PIPES LOCATED UNDER PAVEMENT OR TRAVELED SHALL BE SCHEDULE 40 OR EQUAL. 'The BSC Group ERROR The BSC Group -Cape Cod Inc 3236 Main Street Route SA Barnstable Village MA 02630 617 362 8133 PROJECT TITLE: SEWAGE DISPOSAL SYSTEM DESIGN LOT Z CULLS c_ovE- 12-6AD WE -5T YARM0L)TH I MN. PREPARED FOR - STEP -j-1 NC,, TERN REALTY IRvsT DATE: FE_Z0AP_-{ ZA, 1988 COMP,/DESIGN �►�� CHECK. SA R DRAWN SAH L OS FIELD FILE NO: DWG NO ��I SHEET OF IJOBNO:3-502&C-oj