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Decision 1297 - Sewer Disposal System (Copy 2)PRECAST SEPTIC TANK, ST 7 X 16 — 5. 5,000 GAL./2 COM"1/-,RTMEkN i. -16 0 f I CI ii 1 L PLAN VIEW 21'DIA. COVER� PRECAST DISTRIBUTION BOX. DB -3 E PRECAST DRY WELL. DW 6. IP'OIACOVEP 0 fzTR 6' WALLS f='! rn 1} VrA 011ILET5-_ -5 OIA INLET S`DIA INLET F–T T. -0..I '. - , . 1 . T S DIA 010 mom Z' OUTLET cp C2 CD Cyl 3" C73 13 M a - C9 C9 C9 IZZ fZD EM: L 7 �0­ Li C:z Um 2, 5,6*'DIA 1`00trs_"� LEVEL, 2' 3 Z- - M CD 117 M M EQ In U 57"- M ED [:D Ulm 0 to C9 E:] ID [Do 3 f; ul to al M r:2 rm Im In 0 - cg ED im [M M in In 5 -2 CROSS SECTION VIEW C7 C. SPECIFICATIONS. SPECIFICATIONS *concrete timinimurn Strenglh-5,0,?0 P.S 1. at 28 days at2lldays rcement— AST M -A-615-68. Grade 40, 1" minimum cover. SPECIFICATIONS *Steel Reinfo Grade 40. 1" mmimurn, cover. oDesign loading—Stindard Units AASHO-H10-44. r Concrete "Inh Optional Units AASHO-HS20-44, rc4 —4,000P.S'l. a! 2F clays V-) Is AASHO-H10-44. *Concrete Minimum Strength 0pjir,,,p' Units AASHO-HS20-44 aTees—Provided and installed by others. r equwalent *Steel ReInforcernent—ASTM-A-615-68. Grade 40. 1 MinImUrn COV(r. sConstruction Joint—Spaled will, W�rh,"lt •-cement 0 �-A 7 71 _____-. \ ,. \\\ .--- '..r J_ t V70 'Zt), r`7-7-1 ON\ ViAY 0 P.T c1a T' \ \ ` t+ I I 1 I I \'�� 60 i. C I �- AC; or Ok' 2\' 00 131 zT� - 10 PLANKP,�G BOARRID 'r REVIS1014S DATE BY APPLICAT110"I FILED:---�, V Z ZARING Q! TES VD.OF HEt.LTH APrR. n -AN "AT' ,'OVEDI PLt.t; ENDV'SED, I PRELI 10"Ail NARY I ANITARY SEWER DISPOSAL SYSTEM & SITE PLAN FOR 26 UNIT MOTEL AT SOUTH SHORE DRIVE YARMOUTH, MASSACHUSETTS PREPARED FOP CLIFF HAGBERG 46 ROLLING RIDGE ROAD AMHERST, MASSACHUSETTS a. Lai \ \ ` t+ I I 1 I I \'�� 60 i. C I �- AC; or Ok' 2\' 00 131 zT� - 10 PLANKP,�G BOARRID 'r REVIS1014S DATE BY APPLICAT110"I FILED:---�, V Z ZARING Q! TES VD.OF HEt.LTH APrR. n -AN "AT' ,'OVEDI PLt.t; ENDV'SED, I PRELI 10"Ail NARY I ANITARY SEWER DISPOSAL SYSTEM & SITE PLAN FOR 26 UNIT MOTEL AT SOUTH SHORE DRIVE YARMOUTH, MASSACHUSETTS PREPARED FOP CLIFF HAGBERG 46 ROLLING RIDGE ROAD AMHERST, MASSACHUSETTS a. &7 5, 00 W \ SOWN OF y,,,R t,^ c, --) -V H 70-TAL. ARCA VQ 2r- 13N'75 0'1F17xC)F_ 32 l�Aci\c\n\� SPACES S 1: - ZO, 0 20 40 GO 60 S ICH OLS Nc. SOCIATES ENGINEERS CONSULTANTS SURVEYORS 276 HIGH STREET. HOLYOKE, I" iASS. JOB NO. 776 DATE: AUG.,19174 BRANCH OFFICES: NORTH ADAMS 8 VISST YAR4AOLITH, MASS. 022701 C' �'_ 7 -:7 &7 5, 00 W \ SOWN OF y,,,R t,^ c, --) -V H 70-TAL. ARCA VQ 2r- 13N'75 0'1F17xC)F_ 32 l�Aci\c\n\� SPACES S 1: - ZO, 0 20 40 GO 60 S ICH OLS Nc. SOCIATES ENGINEERS CONSULTANTS SURVEYORS 276 HIGH STREET. HOLYOKE, I" iASS. JOB NO. 776 DATE: AUG.,19174 BRANCH OFFICES: NORTH ADAMS 8 VISST YAR4AOLITH, MASS. 022701