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HomeMy WebLinkAboutDecision 3556 - Septic and Site PlanLOCATION OF TEES MUST BE DIPECTLY UNDER OPENING, MIRAn 14ON OVERUA IV - FABPIC OVER MIRAFI 140N FABRIC OVER H- - 4" PEASIONE 4" MIN. PEASTONE - PRECAST SLOTTED H-20 t2`0 SLOttEO H=20 RISERS AS REO. 12"0 HDPE CURRUCATED HDPE PIPE ADS N-12 OR EO. ADS N— t 2 C'R EQUAL 75 =t.5" DOUBLE 2.0' (NP.) wA5HE0 STONE COMPACTED 6" LIFTS 6,0 - SLOTTED H -"LG INVERT USifD H-20 . 12.0 HDPE 600 GAL, LEACHPIT - 2' — SHOREY OR EQUAL e" TRENCH CROSS SECTION - — �-STRUCTURE. WASHED STONE UNDERr COMPACTED ATH _ _( �— NTS NOTES REMOVE ANY UNSUITABLE SOILS FOUND FOR 5' MIN. AROUND LEACHING. 3/4- - 1 1/2- "X" LEACHING TRENCH WASHED STONE (1",) 4' MIN AROUND PIT BETWEEN STRUCTURES SEE TRENCH CROSS SECTION WIDTH Ta T� VARIES M 1 EWEF q a" THICK POF.TIAND CEMENT Tm� BRISTLE BROOM FINISH I� SIOEWA[k- W,/W.W.F. WHERE SHOWN "' S.`• `+j% SCOPE SECTIONS AT 4.5'. PRECAST CONCRETE CURBING 6" REVEAL \;•, q R Si / 6" LOA6! & SEED EXPANSION JOINTS AT 18' O.C. I AROUND BUILDING AND AS SHOWN ALL DISTURBED EXPANSION JOINT I OUPASTONE 5000 PSI OR. EQUAL AREAS (TTP,)_ MATERIAL 6.5" \ 1" TOPCOAT MASS I PITCH 2>a � < �i AWAY FROM BLDG. \� TYPE II • e . 2" BINDER 6 %6"—x'10 WIRE MSN 000a oo°°°°000000�o�oo o°000Q�oo�000000 OJ °'n°o °oc000°o¢�oo°0000 °° ~• o c°�O°Eo°c"L°o°o°o� 8" COMPACTED GRAVEL �oo • ° TEE LOCATION - _-- hh�`", ��� .. 12" PROCESSED GRAY °o°o° °o° MDPW M1.03.1 VIB. 6" COMPACTED GRAVEL ALL APOUND� ° ° °°C ° NCT TO SCALE REMOVE TOP & SUSS011 L-121 NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING F200 SIEVE) 26•' MANUF. LeBARON. BEOCKTON. MA MODEL: LT 105 WEIGHT. 430 LBS TYPICAL ACCESS COVER SCALE. 3/4" = 1'-0" SEPTIC SYSTEM INFORMATION: AWTE PROVIDES. ONE BIOCLERE MODEL 16/19 UNIT (2) PERISTALTIC CHEMICAL FEED PUMPS FOR ADDITION OF SUPPLEMENTAL CARBON AND-A.LKALINIT \- INCLUDES COMPLETE BIOCLERE SYSTEM VESSELS, CLARIFIERS, MEDIA, PUMPS, CHEMICAL FEED PUMPS, CONTROLS AND ALL INTERNAL CONNECTING PIPING AND WIRING. BIOCLERE IS DELIVERED WITH LIFTING SLING AND CAN BE HANDLED BY SITE EXCAVATION EQUIPMENT.('M, 640 LRS DPI) ONSITE TECHNICAL ASSISTANCE AND COMMISSIONING BY AWTE PERSONNEL. CO' -PACTCM TO PP -^v DE LEAlH"r, FIElCS K'I:H Sf'_ PEMOVAL AND REPLACEMENT AS REOUIRED, VENTS ETC,. ADDITIONAL EQUIPMENT REQUIRED: FOOTING PAD FOR BIOCLERE, CONDUIT LINES FOR RECYCLE AND CHEMICAL FEED LINES, ALKALINITY MIXING TANK WITH MIXER, EXTERNAL CONNECTING PIPING AND WIRING OF ALL SYSTEM COMPONENTS. REQUIRED SITE WORK INCLUDES- EXCAVATION, SETTING OF TANKS AND FOOTINGS. CONNECTIVE PIPING. WIRING AND BACKFILL WITH CLEAN SAND. /a. NOT TO SCALE 4' DIA 24"LD. CAST IRON COVERS AS SHOWN. MORTAR. ALL COMPONENTS FFLR EL. 42.85 TEND. EL. 42.51 4"SCH40 PVC AT 25 CONTROL PANEL AND 3435 ALKALINITY & - x . CARBON SOURCE 'Q WITH DRIP LINES TO STI (SUPPLIED BY AWTE) a TO BE PLACED IN iD ' CRAWL SPACE 38. MECHANICAL MIXER & RELATED HARDWARE TO BE SUPPLIED BY CONTRACTOR SEPTIC ELECTRICAL CONTRACTING REQUIREMENTSr MOUNTING OF CONTROLS AND PROVISION OF 115V/30AMP CIRCUITS TO THE - SYSTEM CONTROL AND THE BIOCLERE UNIT. ALL EXTERNAL: WIRING. PROVIDE ADDITIONAL ELECTRICAL SERVICE TO THE CRAWLSPACE FOR THE OPERATION OF THE CHEMICAL FEED PUMPS AND THE MIXER. 99-07G u 10" 14" TEE TEE 1500 GAL P-20 - SEPTIC TANK GAS BAFFLE & 4' L10. LEVEL ZABEL FILTER ACME OR EQUAL 6" GRAVEL & MECH. COMPACTION (T)(P.) PROVIDE 4"SCH40 FORM WATER TRAP WITH 45 BENDS AS SHOWN 4"SCH40 PVC 33' AT 1 NU'ES_ 1. CONCRETE MINIMUM STRENGTH. 4,000 PSI ® 28 DAYS, STEEL REINFORCEMENT. 6 X 6 10 GAUGE STEEL WIRE MESH. PRECAST MOUNTING PAD NOT TO SCALE F N F^JUSN; 1-i/2- SCHD 40 PVC RECYCLE LINE —, :Ho 40 - INLET SUMP 4'-n 1/4` PRECAST MOUNTING PAD SEE DETAIL ABOVE CONTRACTOR TO PROVIDE. VENDOR: AWTE INC.. 241 DUCHAINE BLVD. - NEW BEDFORD, MA02745 PH. 1-508-998-7577. FAX 1-508-998-7177