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HomeMy WebLinkAboutAce Oil Company - L2 - Sections & Details003a I MtN. ►D - PT, 2. 612.1 P ' C c'DA� -POSTS } I StoY.f''� i FE �J c. �. j' -r J r G f 1J 17 L.E�/. - FIN l..R • >: L EV • - 2 . 5a 1 5EA( YAiG 1- -_� r --,_e /1,-r �}• Got/ER- AT G2AaE iN'� �ATEo� % � �, rnr N. � Zai"=. St.oP� r/8•� � . �;\-� \ ._� r BIT• PAVtti!. GT. 1 Dr 2 "o TOtij t • - - _ - - - -- --- - - w/ 6 W L E. Tom, 1 8"Mtni• GATGII BA�1 5 - J ntA T2, i _ � • ►I INV.- ! i _ o 1 ! I - c• I i C, - - - - - ------ ---- �_ i� G _.�. tr`1Y•c i 111V* iNV. - 15`501. 24.cb l 'J iNo,E 8) t 2 2-4x13 �AT.r:,Qs z� - az s>rP :�• TAN ►sr. Box -- t tiLEEYF�, �' t2' x I Z' LEAGt1106 e -+i BG_�'�Et16y l I TaTAL t.EAGNING ATEA = 144 S. F. C �Z, 880 F / /� \ E I \ -- - JAT 4'0•c` Ato13, c B SECTION I WALL NTS n AP Ggod;" I µ� ►� 4 P ' j r � A : R(7fAe) l E Ax)( U&15t3(TAZI._ AATE('-IAL CMe60 ,)Tr_ 9 D AC LOW LSI e IrJG A21 A AAD - r To A D�TANGE OF to Fi. ON ALL S1DE`j AND RESP-LtiGj WtTN GL -C ArSE SANj�. 1 0g70 S•Fi I �� It \9I < I 0 00 , + x/�J.�1�4h Illti�rtG✓ �.. \ / O$D s•f� �QB.�� + I EL.= 17. 5' 0 0 0.1 ! ToNE WITK Z' I Q\ I N I `f / Oaf 60 oP'STnn)6 Gav E r _ o Qo o AT EAck ��lir E P. o r \ ' -_" �. IAC .1� I � _ _ i `�� °• ��T�v�. . GENERAL NOTES - SEWAGE DISPOSAL SYSTEM: j:3 IOP 1. THIS SYSTEM DOES NOT MAKE PROVISION FOR A GARBAGE GRINDER. �/ I-- - -- - - - l 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH TITLE 5 AND 0AIL I0 POLE 3�Z1- �� �1) � - e8� LOCAL BOARD OF --HEALTH REGULATIONS. �C_ i 3. ALL COMPONENTS SHALL BE INSTALLED ON A LEVEL, STABLE BASE C (�� i i THAT WILL NOT SETTLE. PIPE SHALL BE LAID ON A FIRM BASE, --- -- ,E OF STONES. 4. REPSOVE ALL UNSUITABLE SOILS BELOW THE LEACHING AREA AND TO - g�ovlt7� S\VGk L1 ! J ei o A n A DISTANCE OF 10 FEET Ord ALL SIDES, AND REPLACE WITH AT F12oPli;T`( UNC -- CLEAN, COARSE SAND. DRAINAGE AREA SCHEMATIC C/n►�1 ra"wI�E ��"�) wl ° � 5. BUILDING SEWER SHALL BE SCH.40 P.V.C.;-EFFLUENT PIPE SHALL. E BE SCH.40 P.V.C. 1 ff _ 20' I___._ _ . _ _. F 6. WASHED STONE AND PEASTONE SHALL BE FREE OF IRON, FINES, & DUST IN PLACE, WITH LESS THAN 2/10% FINER THAN #200 SIEVE. '1`------v--- 7. ALL COMPONENTS SHALL BE .CAPABLE OF SUSTAINING H-20 VEHICLE I' cj'5. A 5cPsmJL>G 'of Ke're►-IT1ot l 5A.51� 5)265 5ASF-i7 L)PoQ 57-02/1, WArE12 rLWOf rOf- AtZE/ti�j "f'c11 T�}2U "(�" A�oVE, BAStrr> UPorJ .Z¢- Ham• RA1n1�tiLL F-o►2 Zo-YR, 5TOr-1k _______ LOADS, AS CERTIFIED BY THE SUPPLIER. 8. EFFLUENT PIPE SHALL BE LAID LEVEL FOR 2 -FT. FROM OUTLET. a "AS -BUILT" CERTIFICATION OF THE INSTkLLED SYSTEM IS IN'iEN51 i Y SHALL $E Subi�I'FfED To e>\1GG. DEPt, OF D4P�HI. REQUIRED TO BE DONE BY THE ENGINEER PRIOR TO BACKFILL. AIL STorci� r_LW-oFr 514ALL 8E �A►IJ�TD aJ 7X6 SITE. . ; SECTION T H R U RETAINING WALL SYSTEM PERCOLADIONGRADETA 2 MIN./INCH BOTTOM AREA = 144 S.F. # 1 f 2" - 1 ') - BOT.,LEACH' G . RATE = 1.0 GPD/S.F. ; SIDE AREA = 51 S.F. SIDE LEACH'G.RATE= 2.5 GPD/S.F. 1 (481X 1.08') TOTAL LEACH'G.AREA 195 S.F. # DESIGN FLOW RATE (PER TITLE 5) _ [(1/3 X 2100 X 75 GPD/MSF) + « RETAINING WALL SPECIFICATIONS: 1. MINIMUM CONCRETE STRENGTH IN COMPRESSION = 3,000 PSI (2/3 X 2100 X 50 GPD/MSF)] 2. REINFORCING STEEL SHALL BE IN ACCC'DAr7CE WITH THE SCHEDULE = 123 GPD BELOW, AND SHALL BE 40,000 PSI YIELD STRENGTH. ALL STEEL SYSTEM CAPACITY = { 144 5.F.X 1.0 GPD/S.F.) + BARS SHALL BE SET 1.5" MINIMUM FRC' -1 SURFACE OF CONCRETE. 151 S.F.X 2.5 GPD/S.F.) = 272 GPD ALL BARS SHALL BE FREE OF SCALE AT TIME OF INSTALLATION NITRATE LOADING CALCULATION: AND WIPED TOGETHER AT ALL POINTS. 1. TITLE 5 SEWAGE FLOW = 123 GPD. t 2. AVERAGE NITROGEN CONCENTRATION = 25 PPM. � REINFORCING STEEL SCHEDULE_: 3. (123 GP - D X 25 PPM) / 328 = 9.38 „A„ VERT. #4 @ 36" O.C., HCR. #4 @ 12" O.C. . "B" #6 @ 12" O.C., #4 C� 12" O.C. 4, TOTAL LAWN AREA NONE. (ALL LANDSCAPED AREAS TO BE i'ULCHED OR PLANTED WITH GROUND COVER SPECIES COMPATIBLE C LONG. #4 @ 12 O.C. TP,AhiS. #8 @ 12 O.C. WITH LOCAL CONDITIONS, AS APPROVED BY BOARD OF HE • ALTH) i,D„ t� #4 @ 12" O.C. ,r #8 Q 12" O.C. 5• n 0 "E" #8 @ 8" O.C. - STOP ALTERNATE BARS AT 2' & 5' S x.38 + 0.0 = 9.38 - ABOVE TOP OF FOOTING. �. LOT AREA = 21 197 / 43 560 = 0.49 ACRE. "F" TWO #8 BARS AT 4" O.C. I�1 BASE OF KEY. 8. NITRATE LOADING (9.38 X 0.275) / 0.49 ACRE = 5.26 PPM. 3. PVC SLEEVES FOR FENCE POSTS SHALL INCLUDE A WEEP HOLE OF ' 1" MIN. DIAM. AT BASE OF SLEEVE. 114. INSTALL KEYED CONSTRUCTIC'hi JOINTS AT 30 FT. INTERVALS ALONG THE LENGTH OF THE WALL. 1JOTE: ALL RETEK3T1o�J BASrn1S SHALL 819 MIN, B-G'r WIPE X 6' DEEP P!G GomG. LINERS - TCATED fo1L R-Za VEH►GLC LbA1)S�. R15�Z/#3/ �•vr #O 50ALL NAVE G, 1. GRAfE AS 5v,ownt BELaW ; RB* I �I S HALL 8E "EpJr�I;D V rN M0►4-GL06-61 NG &2ATE �5►GN AP'r'1;oVED 8`� �JG '��. "D1`�'1'• oF' J P V';-', .. _. _ _ _ " vE ngcsllr�Ei � BI'fU/rtINOUS GOtJG• - � i �QpE GoQ �EfZ>ti (T`/PE I -I) -TYPr_ L -t �1T•"Cpr.1G.: C-IF_A\/`( DU Ty ill -2©) BAST, +Por_s G� A-(-� AICD izr/A SET r 7-J �•M�TA2 fjt>i .;OT 31, IZ 1: E / Ar 1 T� Z" -r-N t G K B A S E GO tJ fZ 5 a 12"} ��" �r2 Fo R i ,,N Et-EvAT 10 iA - E ---_____tt, -.r MI _ o , �LY'r, e c MIN• )Z 62AVEL PaASF _ ° e e + r ° c o o DETAIL �E2 P'ST'o►1E - SECTIONS AND.. S ITy�A-• y' i b ° ° PEASto n� E " zb2ATV DETAI L -TYPICAL PAVEMENT SECTION QUICK L CHANGE BLDG. R P�G Gah1G � 3�4„_ I �z • LEAe-910G (NTS) 90 MAIN- STREET m Fir- wq51�Efl WEST YARMOUTH, MA. 0o e t CH Ao ONLT I NG ASSOCIATES ENGINEERS 323 A -. 323 NECK ROAD, ROCHESTER, MA 027,70 D'/.a I II :.:_. DVVG. NO. SCALE: A5 NOTED CATCH BASIN pATE:, A'Pf`'IL �, 19gt''• _ {N TS) : L 2