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HomeMy WebLinkAbout83-717 - Site PlanSOIL TEST PIT DATA: TP i+ ' TP GRD. EL. I ^9 GRD. EL. GW. EL. 1 3,& GW. EL. 007`-1 c->•( tr j�•J L � IBM INDICATES INDICATES PERC- OBSERVED TEST GROUNDWATER TP-t� 4- TP GRD. EL IL GRD. EL. GW. EL GW. EL. DATE: DATE: DATE: HroWitj 4' INVERT AT SEPTIC TANK(in) Z°• r 5ALiL`'- Ap,��IL ••?*�' 5AWC' 5NReat MATERIALS SHALL CONFORM TO MASS. - - I'hlvd P -r 0 C -EAG#{ GNAM6C-*,Q, : 20.00 . 14 TEST BY: TEST BY: ME UI t/. rr; - UJI,TE:P. E'LeV•,rT1©nI lG,a I The BSC Group F Int Cape Cod Survey Consultants - It E iz C V✓' -t SAhID 02630 SANS WITNESSED BY: ` WITNESSED BY: WITNESSED BY: WITNESSED BY: LST [ 1 H •.,AVE •D 007`-1 c->•( tr j�•J L � IBM INDICATES INDICATES PERC- OBSERVED TEST GROUNDWATER TP-t� 4- TP GRD. EL IL GRD. EL. GW. EL GW. EL. e SEPTIC TANK DETAIL: DISTRIBUTION BOX NOT TO SCALE NOT TO SCALE NOTES: 1. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON,------ REINFORCED CONCRETE. SCHED: 40 PVC OR CAST -IN-PLACE CONCRETE. TEES •.. / 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TO BE CENTERED UNDER MANHOLE COVER. UNLESS UNDER PAVEMENT,DRIVES OR---1-1___� TRAVELED WAYS,WHEREIN H-20 LOADING I I SHALL APPLY. PRECAST F 3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER Jt I DIST. I I CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH BRAVE BOX F- 12 MIN. L___ry___J I COVER :; :. PLAN VIEW NORMAL WATER LEVEL REMOVCLOVI ABLE _ .. C - - t -J I I INLET TEE "" P WGHT - - - PRECAST — I,. !/0 JtYP.)1 -.I �'-O' YIN. OUTLET UIIEE SEPTIC I� „toi LIQUID DEPTH TEE - NLET-�r11�NOTE 2 •.I TANK _ I' I - -�1J ��) r 4'DUTL I -J I_.. t•r J L- - - - - - - - - - - - - - - - - a.+ , BOTTOM ON LEVEL STABLE BABE PLAN VIEW �i'oL CROSS-SECTION VIEW CROSS-SECTION .. DETAIL: NO. OF OUTLETS: JC NOTES! L DIST. BOX TO WITHSTAND H-10 LOADING UNLESS UNDER PAVEMENT, DRIVES OR TRAVELED WAYS WHEREIN H-20 LOADING SHALL APPLY. 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF INLET PIPE EXCEEDS 0.08 FT./FT. OR IN PUMPED SYSTEM. 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. DATE: DATE: DATE: DATE: 4' INVERT AT SEPTIC TANK(in) Z°• r 5ALiL`'- Ap,��IL ••?*�' DISPOSAL FACILITY ONLY. 5NReat MATERIALS SHALL CONFORM TO MASS. - - I'hlvd P -r 0 C -EAG#{ GNAM6C-*,Q, : 20.00 . 14 TEST BY: TEST BY: TEST BY: UJI,TE:P. E'LeV•,rT1©nI lG,a I The BSC Group OC,se F`VL--t) Cape Cod Survey Consultants - It E iz C V✓' -t Bamstable Village MA 02630 SANS WITNESSED BY: ` WITNESSED BY: WITNESSED BY: WITNESSED BY: LST [ 1 H •.,AVE •D e SEPTIC TANK DETAIL: DISTRIBUTION BOX NOT TO SCALE NOT TO SCALE NOTES: 1. SEPTIC TANK SHALL BE STEEL 4. INLET AND OUTLET TEES TO BE CAST IRON,------ REINFORCED CONCRETE. SCHED: 40 PVC OR CAST -IN-PLACE CONCRETE. TEES •.. / 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TO BE CENTERED UNDER MANHOLE COVER. UNLESS UNDER PAVEMENT,DRIVES OR---1-1___� TRAVELED WAYS,WHEREIN H-20 LOADING I I SHALL APPLY. PRECAST F 3. ALL PIPE CONNECTIONS AND CONCRETE MANHOLE COVER Jt I DIST. I I CONSTRUCTION TO BE WATERTIGHT. BROUGHT TO FINISH BRAVE BOX F- 12 MIN. L___ry___J I COVER :; :. PLAN VIEW NORMAL WATER LEVEL REMOVCLOVI ABLE _ .. C - - t -J I I INLET TEE "" P WGHT - - - PRECAST — I,. !/0 JtYP.)1 -.I �'-O' YIN. OUTLET UIIEE SEPTIC I� „toi LIQUID DEPTH TEE - NLET-�r11�NOTE 2 •.I TANK _ I' I - -�1J ��) r 4'DUTL I -J I_.. t•r J L- - - - - - - - - - - - - - - - - a.+ , BOTTOM ON LEVEL STABLE BABE PLAN VIEW �i'oL CROSS-SECTION VIEW CROSS-SECTION .. DETAIL: NO. OF OUTLETS: JC NOTES! L DIST. BOX TO WITHSTAND H-10 LOADING UNLESS UNDER PAVEMENT, DRIVES OR TRAVELED WAYS WHEREIN H-20 LOADING SHALL APPLY. 2. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF INLET PIPE EXCEEDS 0.08 FT./FT. OR IN PUMPED SYSTEM. 3. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. DATE: DATE: DATE: DATE: 4' INVERT AT SEPTIC TANK(in) Z°• r I. THIS PLAN IS FOR DESIGN AND Ap,��IL ••?*�' DISPOSAL FACILITY ONLY. %i L'(: iC. 9. ,- J°lam:- MATERIALS SHALL CONFORM TO MASS. - - I'hlvd P -r 0 C -EAG#{ GNAM6C-*,Q, : 20.00 . TEST BY: TEST BY: TEST BY: TEST BY: UJI,TE:P. E'LeV•,rT1©nI lG,a I The BSC Group OC,se F`VL--t) Cape Cod Survey Consultants - wr,-r�r_• ���vr-fig °1 f 3 , w Route 6A Bamstable Village MA 02630 617 362 8133 WITNESSED BY: ` WITNESSED BY: WITNESSED BY: WITNESSED BY: LST [ 1 •.,AVE •D .TI AVC PM f+F. PREPARED FOR: LE�u/t€`rUI�.!` DATE: MAY 2 PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: _ FILE NO. DWG. NCI: I100-= SHEET: 1 OF -� MIN./INCH MIN./INCH MIy./INCH MIN./INCH 'E_R6AIk--OUT I`c'XISOa)Z'LS` DATUM: , f.� VERTICAL DATUM: ,m,C--%V. I<, - F �r.s— Iz"rira!� lY BENCH MARK USED: A, ­I 5 zo,o c � e-eAS I' 4, X01 L-EAe-, 4 H A- M P.�I=mo . H 1..»SN C,PADt. 2%MIN, Sl�pg co✓E2 PEASTa+�� . L -Z1 T4 wr�uE G� :,�y•I 'y � {�`j/j `. o.o--BOTTOM ON /Z-�''-- _. 4'-0• 2"�" a- LEVEL STABLE - ,1✓E - eASE Z0WE . IRO--. Plznsr.i �,,, ".�tt�•r� :f'jl £L= A c_ IZDI Ij xlsa= 12.5' ZD.r� \r ' / Cr c,� \ I B PI O F G/A'TC P AS )t UPJ Fk(, E L, _ C-7.5 H . .. — r n'li , I - Ln7Al, / /ku . G CT /if:.ELu -', 1�i of .C7eAVLL- TiRffr_L.)�Y C, r _ TP Vp. t < AN NO TES •• La7. /4j- 0 4 �, i y r � � , � d - ti, pt'pp i fo�clT Qrr O: / \�• �I� -� 41 ���D �+!'-^.f 1. t'17, •.I ;�:. �p'f F"r� C)4,11fEIZ 1 � .) Ii PROPERTY LINES SHOWN HEREON II'ERE COA'P/LED FR041 A PLAN �, l o ,d RL -CORDED AT THE BARNSTABLE COUNTI' REGISTRY OF DEEDS S'jT ''. \ ! ,< ,,'V t IN PLAN BOOff 33/ PAGE 40 AND DOES NOT REPRESENT AN(0� ACTUAL SURI'EY-0N THE tJ GROUND. \ y = - l 2) THIS TOPOGRAPH/C SURVEY WAS A!ADE' ON THE GROUND 6Y r \ y = -`-" -* •� ! r l _ I ' , �• - \ ' TRANSIT AND STADIA AfETHOD. 3) UNDERGROUND UT/LIT/ES WERE COAjPjLED FROA! AVAILABLE \ r.,. RECORDED PLANS OF UTILITY COA4PANIES AND PUBLIC AGENCIES \ (%= u,,, `o�q\� K. _ TE! r, APPROXIMATE ONLY. BEFORE DESIGN AND CONSTRUCTION "" l ` I APJO ARE �� +,F� 1 ,,,,,�I ` -..,. _�„ j 14. ' � CALL "DIG SAFE" /-800-322-4844 l I _ C . �' �,,"� � \ \ Rte.. 'v+J R`�� q,n„rrl , 1 'h /!: i �'-�_ /' �', --•••-` ` f - I \ j407-/.2 2 O.,S2 1 a A LL !J IJ ` L' I T/ P_•/ -F: !'.P. re°/ )/ L I � _ Y� 4 F r r£fi,nr r'rj FO(' A b1.57 -AN<< ,+!/T• r I't.' f : PLAN VIEW i SCALE: 1'= p' �•” X/ cw. !`//�/ . "gra.+/ _FEET "PROFESSIO^I'AL LAP.'D 50,T1,1EYOR DATE P.rO S/O'lAL LIAI;.'LER-CIVIL DATE 0 ! 40' 1610 DESIGN CRITERIA: DESIGN FLOW: BEDROOMS ATIIa G.P.B./D 30 G.P.D. _rte =. �f�,•:?• t;.'{./fy+fsL REQUIRED SEPTIC TANK: SEPTIC TANK PROVIDED:,= 1060 GAL. SIZE OF LEACHING FACILITY REQUIRED: DES!:N PERC. RATE MINJINCH SIZE OF LEACHNG FACILITY PROVIDED: VJ 2s-ronll-• 0,001 Stn E e V o/U ENDS. S3' X 2 6, 0 ver' A t.L DorlOr`. 20F S - V. X I.G = ZOO. 4f'- r7aL-:5 e,,; �.�_ X Z.> - l7UCTPTa LOCUS PLAN: N �� t'v REVISIONS: INVERT ELEVATIONS: 1 71-),11Y? _ 4' INVERT AT BUILDING 2l.00 4' INVERT AT SEPTIC TANK(in) Z°• r I. THIS PLAN IS FOR DESIGN AND 4' INVERT AT SEPTIC TANK(out) 2a' DISPOSAL FACILITY ONLY. 4' INVERT AT DIST. BOX(in) Za.4 i MATERIALS SHALL CONFORM TO MASS. 4' INVERT AT DIST. BOX(out) w 7 OF HEALTH REGULATIONS. I'hlvd P -r 0 C -EAG#{ GNAM6C-*,Q, : 20.00 . OR TRAVELED SHALL BE SCHEDULE ECTfioru, OF'.LCA,-iI CNAttiX6 s i`i,G p 16-ro CONSTRUCTIONNOTES: A I, u n b UJI,TE:P. E'LeV•,rT1©nI lG,a I The BSC Group OC,se F`VL--t) Cape Cod Survey Consultants - wr,-r�r_• ���vr-fig °1 f 3 , w DESIGN CRITERIA: DESIGN FLOW: BEDROOMS ATIIa G.P.B./D 30 G.P.D. _rte =. �f�,•:?• t;.'{./fy+fsL REQUIRED SEPTIC TANK: SEPTIC TANK PROVIDED:,= 1060 GAL. SIZE OF LEACHING FACILITY REQUIRED: DES!:N PERC. RATE MINJINCH SIZE OF LEACHNG FACILITY PROVIDED: VJ 2s-ronll-• 0,001 Stn E e V o/U ENDS. S3' X 2 6, 0 ver' A t.L DorlOr`. 20F S - V. X I.G = ZOO. 4f'- r7aL-:5 e,,; �.�_ X Z.> - l7UCTPTa LOCUS PLAN: N �� t'v REVISIONS: NO DATE 1 71-),11Y? _ GENERAL NOTES: I. 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.- QUAL.-CONSTRUCTION CONSTRUCTIONNOTES: E-7) I The BSC Group Cape Cod Survey Consultants - 3261 Main Street Route 6A Bamstable Village MA 02630 617 362 8133 PROJECT TITLE; SEWAGE DISPOSAL SYSTEM DESIGN LST [ 1 PREPARED FOR: LE�u/t€`rUI�.!` DATE: MAY 2 COMP/DESIGN: F R R 3 -AP CHECK: --/I wl DRAWN: -T P �� FIELD: t- L / -rAyy _ FILE NO. DWG. NCI: I100-= SHEET: 1 OF -� JOB NO: )'734, 0 0 W