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HomeMy WebLinkAboutEngineered Plans - 2003111111 �;� f r. ,. :B Vic. 1.. .... � 'y.0. . .... ,,... :...:. ....., s,. :.v. .. ,.. .. ... .. f .1 ,. ., ... -k. ,`` ,. .. ..: .. r � Irli, •i Fa !: 'b— ,... ,- a..}j ��:.: �.�l • 'i j( I I I i I a i COPTTA CTS: SYSTF,M OWNER: A&P— THE GREAT ATLANTIC AND PACIFIC TEA COMPANY C/O JOSH SWERING, PE— BOHLER ENGINEERING, P.C. 352 TURNPIKE ROAD, SOUTHBOROUGH, MA 01772 �1 PH. 1-508-480-9090 FAX.1-508-480-9900 Q d' CIVIL (ENGINEER: DOWN CAPE ENGINEERING, INC. PH. 1-508-362-4541 � t r CONTACT: DANIEL A. OJALA PLS, EIT FAX. 1--508-362-9880 OCT 0 7 ?H3 ,I >t 1 LANG OWNER OF RECORD: HEALTH DEPT. MID—CAPE 87 ASSOCIATES LIMITED PARTNERSHIP 484 STATION AVENUE i SOUTH YARMOUTH, MA 02664 �, DATE: JUNE 25) 2003 i I �l 1 } off 5Q8-362-4541 fax 508 362-9880 of dorm cape engineering, Inc. OJALA' CIVIL ENGINEERS r j. :. CIVIL W. 3=2 LAND SURVEYORS SSS J �FQST ER�� A� ...� 939 main st. yarmouth, ma 02675 a, t Y Q 20'3 DCE a P1�t•,. K �.�. -�.�Prw 1.1�IIr�����rPb��l��l��^�I��L��P rl. ���r I��II�rII�wPI NOTES: SEPTIC S�(STEI CESIGN BATA 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS wfSTER 2"OSCH40 PVC LATERALS WITH APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING TITLE 5 FLOW: SUPERMARKET, LARGE STYLE INTERCHANGE N 10'-12' D P UNSUITABLE SOIL REMOVAL FOR 5' ALL AROUND ROPOSED LEACHING E REQUIRED SEPTIC TANK SIZES: 4037GAL X 200% =8074 GAL. REQ 1ST COMPARTMENT I NO.s i/4"ro ORIFICES AT 5' ON CENTER CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE 41,011 SF (97 GPD/1000 SF) = 3978 GPD" REF. 15.225(1)B 4037 GAL X 100%=4037 GAL 2ND COMPARTMENT Z EN _•. ;EER TO INSPECT CID (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR RETAIL 1170 SF(50GPD/1000SF)=59 GPD MID CAPE HIGHWAY T & 15.224 2&3 EXIST. WATER LINE (V.LF.) c> EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. TOTAL DESIGN FLOW: 4037 GPD 12,111 GAL TOTAL REQ. PROPOSED 6045 SF PRESSURE DOSED LEACHING FIELD 00/i CONTRACTOR TO VERIFY . LOCATIONS AND REPORT ANY DISCREPANCIES TO THE ENGINEER wHITES PATH PROPOSED VALVE PIT- 6' DIA MANHOLE EXIST. VENT 6ti AND RECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING. UTILIZE 2 TANKS IN SERIES PER 15.225: FIRST TANK USE EXISTING 7000 GAL S/T* _ tiC 2ND TANK USE ADDITIONAL 7000 GAL S/T t.oCUS � a/ •0 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS USE Ci LAYER CLASS 1 SOILS FOR LEACHING sT / ry EXISTING LEACHING TRENCHES TO BE PROJECT WORK SHALL CONFORM TO THE TOWN OF YARMOUTH SUBDIVISION REGULATIONS NO GARBAGE DISPOSAL ALLOWED 14,000 GAL TOTAL PROVIDED RNtROA4 INSPECTIO o REMOVED AS PART OF SOIL REMOVAL AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SITE IS IN DEP APPROVED ZONE IL I GENIgt,� PORT ) , SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. ANN ASSESSORS MAP 98 PARCEL 21 10 / ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. SYSTEM TO UTILIZE AWTE BIOCLERE SECONDARY TREATMENT UNIT LEACHING: 4037/0.74=5455 SF REQ. USE (1) 60'X 100' LEACHING FIELD SAS qL P ( ) , n UNDER PROVISIONAL USE STATUS FOR DENITRIFICATION AND F� N F OSCAR TAYLORS INC ET AL r� REPLACE PAVED DRIVE AFTER CONSTRUCTION AND YARMOUTH HEALTH REGULATIONS. ENHANCED TREATMENT OF THE EFFLUENT. 310CMR1 0 CAPACITY: BOTTOM AREA ONLY- 6000 SF (.74 GPD/SF) = 4,440 GPD O.K. OLD TOWN HOUSE ROAD GF / 4"CONC. FILLED / :.:.;. " ;.:.. :: ::. E E 5 2 2 STEEL PIPE � / •:: •:;;;; :::: � :•:. • , � 1 SEE PAVEMENT SECTION 3. VERTICAL DATUM IS NGVD29. BOLLARDS D / :` �. \ 1 P CHAMBER; ES R 00 A H- .:,� •.: :.. :.;." � 4, CONTRACTOR T4 VERIFY LOCATION AND ELEVATION OF ALL INVERTS AND UTILITIES PRIOR / UMP HAMBE :4037 GAL RESERVE REQUIRED. USE 8 0 GAL 20 P C - IOCLERE s �O=GONST RUC-TION=@f ANY=PORTION-OF=T•HE�=YS�EM. SS 1 SOILS, 4 DOSES DAY- 4037/4 = 1009 GAL. + 734 GAL. DRAINBACK .. "" ... � �6" tbS'CH40=PVC�AAANIFOLD CLASS * 1743 GAL. DOSE VEN :> •\ \ `� ``•' � m CONTRACTOR TO REPORT ANY DISCREPANCIES TO THE ENGINEER NEW DEP POLICY FOR LARGE SUPERMARKETS WITH MEAL PREP. ETC. DRAWDOWN FOR DOSE = 1.62' 1 ego �`::. ::.. '. ` `.;::..` : �.; `;::• ::' ,`:;';; 1 z ANDRECEIVE WRITTEN INSTRUCTIONS PRIOR TO PROCEEDING. TOTAL DESIGN FLOW 2110 GPO WITH OLD 50GPD/1000 SF POLICY 4037 GAL RESERVE PROVIDED ABOVE WORKING RANGE. AWT BIOCLERE 24/33 1600 A/I UNITS 5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHTO H-20 N GREASE TRAP: SUPERMARKET 3978 GPD 1.0 DAYS = 3978 GAL. ;;"\;•• .,�;, •:; . •;,:, •; ••. �" :::: � 6. THIS PLAN 1S FOR PROPOSED WORK ONLY AND IS NOT TO ( ) (E) \�•\ . p BE USED FOR PROPERTY UG NE STAKING. USE EXISTING 5000 GAL. GREASE TRAP. (PUMP EVERY 3 MONTHS) O .-�� ss G :!: `. p NEW 11,000 GAL SEPTIC TANK ST2 7. DESIGN ENGINEER TO INSPECT AND CERTIFY CONSTRUCTION OF SEPTIC SYSTEM. ■\ _ p 1,7000 GAL EFF. CAPACITY) SEE INSPECTION SCHEDULE ON SHEET 3. �`� (REMOVE EXIST. P/C, SAVE INLET PIPE) 0 CO C. 8. 4" LOAM AND SEED ALL DISTURBED AREAS NOT PAVED. i LOCUS MAP �'\� �,' STE \,\�'1 '' ss�� EXISTING 18"CMP STORM DRAIN LINE 9• ALL SEPTIC PIPING SCH-40 PVC AT 1/4"/Fr PITCH UNLESS NOTED. SCALE 1 = 2000' INVERT OF PIPE EL. 52.44 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT ,' �Ft DO NOT DISTURB INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED EXISITiNG 7000 GAL SEPTIC TANK ST1 FROM BOARD OF HEALTH. TO REMAIN. INSTALL INLET TEES 0h/' O \� �`%- ��i / i & GAS BAFFLE i 1. 10'-12' DEEP UNSUITABLE SOIL REMOVAL FOR 5' ALL AROUND PROPOSED LEACHING FIELD REF. ASSESSORS MAP 97 PARCEL 22 0. , / OC, NOTE THAT CONSTRUCTION OF THE LEACHING SYSTEM REQUIRES REMOVAL OF ? C D �� UNSUITABLE SOIL. UNSUITABLE SOIL SHALL BE REMOVED TO ITS MAXIMUM DEPTH PLAN REF. LCP 35021 35021 �, ' � � D• c � FROM .UNDER AND WITHIN 5' OF THE PROPOSED LEACHING COMPONENTS AND REPLACED ' TOTAL LAND AREA 416,684 SFf (9.566 AC.f) ,F�� QP''� .' NEW 12000 GAL PUMP CHAMBER ($000 EFF.) '� � WITH CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR 15.255 (3). EASEMENTS: PB 431 PG 41 PB 410 PG 47 PB 434 PG S 60 of �,'� WITH DUPLEX 3HP MYERS PUMPS C a 1 NO PORTION OF LOCUS LIES WITHIN ANY FLOOD PLAIN G " �� w� 2"SCH40 RECYCLE LINE BIOCLERE TO STI �Pf�\, i 1 O� �� EXISTING 5000 GAL <v q�, (FLOOD ZONE: C FEMA FIRM MAP CPN# 250015 0004 C (6/17/86)) c, , DUAL COMPARTMENT I BENCHMARK: TAG BOLT ON O j ' FIR. HYDRANT #1619 ZONING DISTRICTGREASE TRAP TO REMAIN : Bl _~ ,' ,' t FIR IATION = 57.27 Off\ ss LAND OWNER OF RECORD: SETBACKS: 75' OFF STATION AVE. / NOTE: CONTRACTOR TO PROVIDE ss `� S �� t MID -CAPE '87 ASSOCIATES LIMITED PARTNERSHIP 25' SIDE SETBACK i' ELECTRICAL SERVICE AND CONDUITS `\ x' \ '—x x S83'--)-), /� / ` CONTACTS. SYSTEM OWNER: A&P-- THE GREAT ATLANTIC AND PACIFIC TEA COMPANY C/O JOSH SWERING, PE- BOHLER ENGINEERING, P.C. 352 TURNPIKE ROAD, SOUTHBOROUGH, MA 01772 PH. 1-508-480-9090 FAX,1-508-480-9900 CIVIL ENGINEER: DOWN CAPE ENGINEERING, INC. PH. 1-508-362-4541 CONTACT: DANIEL A. OJALA PLS, EIT FAX. 1-508-362--9880 i 20' REAR SETBACK �$ 6 ,' FOR PUMPS AND BIOCLERE UNITS. G\-�-----x ______x,0 E 2381 o i 5 / PANELS TO BE MOUNTED NEAR EXISTING BUILDING COVERAGE: 25%MAX coo ,r PUMP PANEL OR OTHER ACCESSIBLE w ��� max— Q z_ BERM / , AREA IN THE BUILDING, COORDINATE WITH MGR. �- _ \ _ _~r }' _ X_� SITE IS IN APD AQUIFER PROTECTION DISTRICT G 0 i % ,/ CONTRACTOR TO VERIFY AVAILABILITY OF \s` G'� w _ _ 20' WATER FgS£ME W - � �� N/FASSLAWRENCE MAP A. PARCEL 107 a � POWER FOR PUMPS PRIOR TO ORDERING ANY w _ NT N/F LAWRENCE A. DONOVAN N %� , _ i /�"_- 55 _ , / EQUIPMENT. SEE PUMP NOTES FOR ADD'L INFO. +� ' - - _ '\ '- ASSESSORS MAP 98 PARCEL 101 m' o N/F ELAINE M. MURPHY TRS. REF.; SPECIAL PERMIT DOC. 515,878 D5 7935 PG 25 APPURTENANT EASEMENT DOC. 432,218`\ CAUTION: GAS LINE • C TA RETAINING WA L/RAIL n I , I 29 9 7, EXISTING IN AREA MPTR RE1 i 56 p % S�Oc" BUILDING APPROX. ELECTRIC V �A (4)' LEACHING PITS ' I ' .1 1 >, / ; �9l,� SLAB ELEV. 57.00' LINE V.I.F. 1\; AREA LOAD G 14 FF DIA. X 6' DEEP �� �`,\\ - ,� 1 � TH2 Ht SID i SfT�Kp / 41,010 SFt SUPERMARKET ���. �. �sa SA\ ■ ,1 'IQ 1 t i \RETAINING, ALL RAIL y� \\ ,t s TH4 i SSORS MAP 98 PARCEL 21 I F ` TH3 1 N/F OSCAR TAYLORS INC ET AL.rE r � 11\ ` o ^,, `I 0 Ln1� \`\ \ \ `■ + I 1 14 Es 01 AUTO 5 \ EXISTING SEPTIC U, \„-A, � 1 r� 1�QP QQ s SPRINKLE Fj% SYSTEM TO REMAIN I / ,O O , ` , 1 CONC. VALVE // E S \1128 GPD '78 CODE CURB ISLAND �P\'..0 �P + t0�2 5 S, $Y�TEM v I (TYPICAL) �w �\__ ' h S � /♦ �,�� �0,, i %� QP � \ � yA � �� P�� � I CR�1C p/,VE{t � � � ' I j, C a ' 1 1 ' APPURTENANT EASEMENT DOC. 32,218,! \ LOT 3 C B 00 Q Q U H �O �CP 35021C TH \\P = 17,76y SF Q9i OO �� 1 BENCHMARK. TAG BOLT ON a EXISTING GAS LINE v o ` �, F'A FLOW TO 1� 28 GPD y 1 �' 7 0 a O 1 /O/. 888 GPD ESIGN <F' 'A i FIRE HYDRANT 1360 r � ELEVATION = 57.17 �\ �\ EASE AGE I y�lG, Q� SYSTEM (SAVE) \, GV / ,O • I"I\:\\ ME ED (` I u I �� �Q 4�� \ �� i OR ' 36 o 1 O ASSESSORS MAP 98 PARCEL 100 AQP N/F BROWNING -FERRIS INDUSTRIE jlf rNIX���SO. �; �C �/ ; EXISTING 1, + EXISTING TREE LINE \ , , I f / Ly STORMWATER , LEACHING SYSTEM LOT 5 \`\ G�c.� ♦ G IN EASEMENT ,rrj LCP 35021C GF' \ �\�, QP LOT 7 1 AQP 5 A LCP 35021C 1 LAWN AREA 0 , h ' LO C U r LOT 8 0, VCC / L LAND AREA 416.6E.4 SFvO 566 C.t) f O4:, `\, 1 `� 'N QE N i SSORS MAP 98 I AR 22 / 4 , IS85� 1 182•52 MAP 97 PARCEL 22 -1, �� G `\ X�� ♦ ` o, �,,, 8 C• , `\ g• F,N F MID -CAPE '87 ASSOCIATES LI ITED PARTNERSHIP tQ LEGEND: LA 1nD0 O \ SS COs �` `\ • ' \ ` 01 v \ 477 O!y \ �G �'� �`� Uj� X78\7� � q� yQ\\ Fes' yam• 6. oqc `` C, �, � ---'” •�( us6, ?>� 1 Qc, % SogC OS, ,4. 0 ♦ h .r. - ,•� 1 1 J M I •��13ZI A�� wP�c> N�a'2 30, CPR1V 0 IrTITI 10 lsj1. ITIUE 5 S, EFITH" UPGRUDE PP�` LU N`, $O �I� 25 s . A9C 1 h� p `v�ioOF,�.O�'oG'�' �Q Q�``�' 6 OS ; 1 ' + , , �M�N�- o OF LAND IN p NOTE: "YARMOUTH COMMONS AY" �G ay O - WAS RESCINDED BY THE YAR RUTH \>r CONC. J r C (� PLANNING BOARD ON SEPT. 17, 1986 ADJACENT 9r' �Op, p p � CURB ISLAND P j y s Oo /� (SOUTH) YARMOUTH, MA BUILDING �• \O O -J (TYPICAL) L11y #474 CK .\ O �� A SP�C£5 0 U0 G '�� 56 - �, PREPARED FOR \ Lr PCES 25 _ +r'+ ASSESSORS MAP 98 PARCEL 23 fz s - T T JE:1q✓ PACf FIC TE A N/F GEORG D. ZOGRAFOS ET. AL. LOT 6 CP 35021D(" CONDO. AS L T 6A LCP 35021 D-1 `\•� S9COS 0-71, -- �( P ARNE H. OJALA P.E, P.L.S. DATE 484 STATION AVENUE oho SOUTH YARMOUTH, MA 02664 ABBREVIATIONS: ., �L�` j/ SCALE: 1"=40' DATE: 6-25-03 VGC: VERTICAL GRANITE CURBING - r 58 VCC: VERTICAL CONCRETE CURBING - lC O TYP.: TYPICAL C0 jVl ' 40 0 40 80 } 20 Feet off 508-362-4541 1 BIT.PVT.: BITUMINOUS CONCRETE PAVEMENT "! I fax 508 362-9880 CONC. PVT.: CEMENT CONCRETE PAVEMENT EP: EDGE OF PAVEMENT HCP.: HANDICAP ACCESSIBLE :--- down Wn cape engineering EFF.: EFFECTIVE N TQ : NEQUIROT TO SCALE - ��1N OF 41, P �`��\� oNEps�`y � inc. V.LF.: VERIFY IN FIELD ��$ �� oma' AB GJ^ SITE PLAN: o.A� 9 waLA. CIVIL ENGINEERS „ , CIV 792 SCALE: 1 =40 1 .0Fs W. 26348 Jae' 71 LAND SURVEYORS '�fGIS1ER r� 40 0 40 80 120 Feet Z. Gz F Is € 4 S��NALL a d°'T` 939 main st. Yarmouth, ma 02675 2- DATE ARNE H. OJALk P.E. Q 2003 DCE SHEET 1 OF 5 01-215 i I CURVE LENGTH RApIU I'll 3.00 600 00 ELECTRIC PANELS FOR PUMPS & BIOCLERES INSIDE BUILDING CONTRACTOR 70 PROVIDE ALL REQUIRED CONDUITS AND CABLES. ELECTRIC PERMIT REO. FROM TOWN. EXIST. IN FROM BUILDING SEWER ONLY ,1 I 4"0SCH40 PVC EXISTING SUPERMARKET I EXIST. CAST IRON COVERS SLAB ELEVATION 57.0 'I i PUMP I N S TA L L A TI Q N NOTE. ELECTRICAL PERMIT REQUIRED FROM TOWN. 1. PRESSURE DOSING PUMPS SHALL BE MYERS 4WHV 3HP PUMP$ WITH 6.5" IMPELLERS CAPABLE PAVED AREA OF 296 GPM AT AN 24.7 FT TDH. INSTALL WITH MYERS STAINLESS RAIL MOUNTING SYSTEM. CLEANOUT DETAIL: PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT THE INSTALLER H-20 RATED FEMALE ADAPTOR & THREADED PLUG SHALL PROVIDE THE DESIGN SHOP DRAWINGS OF THE ALL PUMPING EQUIPMENT FOR APPROVAL. VALVE BOX TO SLEEVE TO ALLOW MOVEMENT THE PUMPS SHALL BE 3 PHASE AC 230 VOLT UNLESS 3 PH. UNAVAILABE. GRADE AT EA, END. THE INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR POURED CONCRETE DONUT CLEANOUT COVER FOR THE PUMPS IS AVAILABLE AT THE SITE PRIOR TO ORDERING EQUIPMENT. 1.5 CU.FT.± N.T.S. 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN THE BUILDING IN AN TFOR CONTINUATION SEE BELOW: o. PUMPS OFF �'y -� FEMALE ADAPTOR & !N GRASSED AREAS r EXISTING 5O GAL b. LEAD PUMP ON C LE A N QU 1 DETAIL. 2 THREADED LEAVE UP 3" 1 TEE^'. 34" EXISTING 4" LINE TO REMAIN c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP PIPE END TO - DUAL COMP TMENT 51.49 EXIST. EXISTING 7000 GAL S/T 49.65 ) GREASE TRAP T REMAIN SUBS7ITIUTES FOR FAILED PUMP WITHIN 3" OF GRADE TO REMAIN EXIST. d. PUMPS MUST ALTERNATE NEW 5CH80 RECYCLE LINE THE�DUPLEX CONTROL PANEL SHALL BE A MYERS THREE PHASE DUPLEX CONTROL PANEL SEE SCH8DETAIS. MODEL CHWHV4-30-23DW OR APPROVED EQUAL, OPTIONS AS SPECIFIED ABOVE AND BELOW, MANHOLE COVERS DETAIL INSTALL GAS BAFFLE 3. PROVIDE ELAPSED TIME METER AND CYCLE COUNTER IN PANEL. NEW INLET TEES ON EXISTING TEE (2 REQ.,CURRENTLY MISSING) ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT MORTAR ALL COMPONENTS (TYP.) SCH40 OR SCW80 SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED SWEEP ELL WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO"! ILENCE SWITCH. THE' �T' (ELEC. CONDUIT) I 24" I.D.DPRECAST CONC. RISER AS REQ. ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A `� 4'0 PRECAST DONUT 1" OVER FIELD PANELHIGH wTOEUTILELINTRtSED BY INSICALLYPUMP FAILURE. RED LIGHT SAFE CIRCUITS FOR FLOATFOR PUMP GONTROLS,SEAL FAILURE REQ. �4" THICK 4000 PSI CONC. W/WWF 18" � OBSERVATION HOLE IN CTR. ` ; 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY �' = GRASSED AREA CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. LEACHING FIELD (^� 4" VENT WITH 4"0 CONCRETE FILLED STEEL 5. ALL CONDUITS TO BE WATER TIGHT AND ODOR TIGHT. CLEANOUT DETAIL. CONNECTION TO PIPE BOLLARD (TYP. OF 10) ) 12" PERF. HDPE BIOCLERE # 2 6' LONG, 3' BELOW GRADE 3 ABOVE 6. THE MYERS 4WHV 3HP PUMPS ARE ACTIVATED BY DEMAND (FLOAT SWITCHES SET PER PLAN AUX. VENT WITH 3000 PSI CONCRETE ANCHOR PUMP OUT WELL LocKA&E ACCESS CautR 12"0 MIN. PAINT BOLLARDS TO SAND AT BOTTOM L.F. GREEN TO MATCH BIOCLERE UNITS LocxAmz AccEss COVER FAN Housm - r-11 1/2- eµ� 40 U10LE PORT - INSPECTION PORT DETAIL . . NON -Sao GELCOAT - FAN NOOSING 7-11 1/2• W SCRD 40 r r NON -SW cELcoAT • 2' STAINLESS STEELPIT 'xVEW � o 0 1' 3/4. MJXL RY VENT BUG SCREEN, TYP. VALVE 6' +/ a 4" SCNo � o c � � u4 EL.59.5t OF ALL VENT$ H-20 6' MANHOLE SAWCUT &PATCH BIT. CONC. &CONCRETE PAVEMENT AS REQUIRED ELEVATION VARIES: 55.0 - 58.2 2% FINISHED GRADE SLOPE MIN. - - 55.4± rl --H-2_Q��T IRS- COVERS 12"0 - ALUMINUM HATCH 30" X 30" -- " SHEET 3 SEE FIELD SECTION VEN SEE DETAIL SHEET CONC. 12 BILCO H-20 OR EQUAL TYP. OF 2 W/SCREENTMP) INSPECTION PORT: 2 REQUIRED INSPECTION PORT: 2 REQUIRED RIM ELEV. 55.8'± ANCHOR 12" MIN. 55.41 - - - - - ---- - - -- _ _ IN' --- TOP PEASTONE EL. 54.0 MAX. PROPOSED 36" MAX. C n PROP SED 5z.8o- 1 INstMTED FgTER PRO OSED -3• a 1NSINATED FIL TOP TANK EL 53.58 BIOCLE E 1 61OCLER j2 to' -3• `� 6{)Od SF 'PRESSURE DOSED LEACHING FIELD - - 12" MIN. j N 1-1/2• SM 40 PMC - -- - -- -- ° . e ° `i . o . . a , A 1-1/2 '%W40 PVC PROPOSED - .. ° . SEE CONTINUATION couaNEs To 2' LK ! ABOVE VALVE .PIT ---- I - - INV. 53,67 ° ° ° ° 0.5% min. 0.5% ' ° e" SCHO 40 CXPtu4G _ INV. 53.67 INV. 47.13 & 2 CHECK VALVES INVERT OF LATERALS VARIES (0.5% PITCH) 1 /4 2"SSC 40 PVC IAO E WITH s• scrro 40 oouPur+c 3• (ONE PAIR ON EAC INV. 53.30 1 IT � ORIFICES 13 5' AT CENTER NEW 2" RECYCLE LINE IN I FROM BIOCLERES COUPEM FIX INLETGALV. LIFTING CHAIN SIDE OF WYE) PITCH - it 61n 1 1 ounEt 6, �� 0 5% 12" PERF. HDPE PITCH TO DRAIN BACK AT 5% ----- - T UMP-GUS-WEL-L�I T ----- X 4"OSCH40R PVC BESIDE 4" LINE IN TRENCH t 1g" 6"OSCH40 PVC TRANSPO BOTTOM STONE LEVEL AT EL. 52.55 PROPOSED 6"scH-4o PVC AT 2% $=1% MIN. PIPE 6 MANIFOLD INVERT EL. 51.0± IN CENTER, m ACME LOW PROFILE H-20 47.95 47.85 47 68 3' DISTANCE EXAGGERATED 47.58 7.41M7 PROPOSED __ -- -- - -- - ---- ' 7,000 GAL EFF. CAPACITY STZ FOR CLARITY _ y - RAISE TO 51.2' A7 ENDS (0.5% PITCH DRAINS TO PUMP CHAMBER) o I -r, 4 47.13 CME LOW PROFILE.h-20 l �� •�u�A .. Y-3 3/4• 7'-1 3/4• 8-11 3/i" GL INV.47.22 _ ' REMOVE EXISTING PUMP 29"TEE r-3 3/4" r-1 3/4• - 12.000 GAL P/C - -- ----_ _ _ __ _ _ - -- -- --------.----__ _-- --- CHAMBER AND TIE INTO _ W GAS BAFFLE N SAN - 3"SCH40 PVC DRAINBACK LINE 6' LONG AT 2% PITCH MSN . AMBER 4 AND 6"SCH40 FVCCE 8000 GAL. EFF. CAPACIN i 6.625' LIQUID LEVEL B KFILL ONLY SUMP INVERT AT VALVE PIT = 46.23 INVERT AT P/C =46.11 INVERT =48.2± TYP. DUPLEX PUMPS - -- -- ---- - ------ - --- VERIFY IN FIELD PRIOR --- - ---- TO CONSTRUCITON OF __ _ _ - --M's`I~R�sfiAtNtE��fi�€t-'Et.4tL-SYSfiEM `DIS NNE�T-- --------- el: 3 TE - - --- , . . ORT -------- ° a QOo ° a""-""--- •. •. • •:,.::.. cor+cRETF s ..•... . v j;_ 9- NSO7IMA�E G GROUNDWATER I5 ' 44 4 4, �I SEPTIC SYSTEM. EL. 40.83 �� , I BASE PAD 1�- � �E ° QQ�o o,, ,.� iVETWORK S,'>TEM CURVE MECHANICAL COMPACTION & 6 STONE (TYP.) 310 CMR 15.228(1) t' -s• __ _ _ WITH 4 E f CRUSHED STONE T P.'VSPO ;' PIP . ". - � -' --' -` SYSTEM OPERATION POINT: ; S S , " EL. 40.04 EL. 39.76 MECHANICAL COMPACTION & 6" STONE (TYP.) 310 '. R 15.228(1) 2�0 GPM AT 25.8' TDH K. . a a EL. 39.26 j17' 2.2't BIOCLERE #1 3.0'± BIOCLERE 12 3't '1'Y 40 IDP APPROX. 3.t9' >2.5' O.K. I MODEL 24/30 MODEL 24/30 - ----- - With 1600 GALLON CLARIFIER With 1600 GALLON CLARIFIER 1, 3' ---------------- CLEANOUT COVER SEPTIC SYSTEM S TION LWt- _-. _ GRASSED AREA FEMALE ADAPTOR &THREADED PLUG W MYERS 4WHV 3.0 BHP CLEANOUT DETAIL. 4"SCH40 PVC PLUG CAP PAVED AREA ' 6.5" IMP. DIAMETER / IN GRASSED AREA, LEAVE UP 3"± CLEANOUT DETAIL: SCALE: 1" = 5' HORIZ. & VERTICAL ±, N.T,S. IN PLACES Z_ 30 SEE PAVEMENT SECTION -- - -- ------ - f LeBARON CAST IRON LA0910 H-20 RATED FEMALEdADAPTOR & THREADED PLUG Q VALVE BOX TO SLEEVE TO ALLOW MOVEMENT W 4"OSCH40 P RF RATIONS DOWN GRADE AT EA, END. T -- VENT AS SHOWN POURED CONCRETE DONUT (� REDUCER UNS JUST IN�T 1.5 CU.FT.± 20 ---- --------- -- --- it EASTONE Q 0.5% 4"TEE FABRIC OVER VENT \ 0.5% AB Z ---- 2.0"OSCH40 PVC 0 1.5"OSCH40 PVC I� 2.0"OSCH40 LATERAL 41 90' ELEGTICAL CONDUIT SWEEP RISER RAINS ACK TO MANIFOLD °t� n GRASSED AREA 90' ELEGTICAL CONDUIT SWEEP `� 10 - _- - -- -- a - 4"X6" TEE CLEANOUT DETAIL: �-} [- 0 4"SCH40 RISER VARIX 1/4- ORIFICE PAVED VG D AREA O 60" O.C. WITH SHIELDS (TYP.) y SEE PLAN FOR LOCATIONS DRILL LAST ORIFICE 12" FROM END FIELD CLEANOUT D E 1.A I L: --- - -- 6"SCH 40 PVC MANIFOLD BOTTOM STONE LEVEL, ELEV. LISTED • 0 SIDE ELEVATION VIEW 4" OSCH40 PEFORATIONS DOWN 100 200 300 400 500 THRUST BLOCK VENT AS SHOWN INSTALL 12" INLET TEE CAPACITY - GPM r► TO S/T2 ON STI SYSTEM CURVE WITH PUMP CURVE FOR MYERS 4WHV 3BHP 6.5 IMP. PUMP (CURRENTLY MISSING) P 04 4"SCH40 PVC THREADED END LATERALS BOTH U' 2.0"0 SCH40 PVC { 09 LATERALS OVER CLEANOUT WAYS FROM a o UPGRADE TCENTRAL TRY .%.. ' MANIFOLD 0.5% ` INSTALL GAS BAFFLE IN FROM BLDG. & G/T OF LAND IN 0.5% ON OUTLET TEE i, 6"SCH40 `- MANIFOLD o"; (SOUTH) YARMOUTH, MA - EDGE EDGE LEACHING FIELD O o LEACHING FIELD / I 1.'f PREPARED FOR W o0 2" SC H40 PVC RECYCLE LINE FROM BIOCLERE TIM �( �^•1 AT 5' O.C. o 0 1 PITCH ;FROM BIOCLERE TO S/T I � `L11f v T A� IC PACIFI' TEA � I 1 /4" ORIFICE WITH NO LOW POINTS WITH ORIFICE SHIELD I USE SCH80 PVC INSIDE TANK o o I 1 i I i SECURE PIPE 70 INSIDE TANK WALL �•f-84 STATION AVENUE ' EDGE LEACHING FIELD oo i SOUTH YARMOUTH, MA 02664 PITCH POUR 1 CU. FT. MIN. 0„_5% 3000 PSI CONC o o i ��•, TO PUMP THRUST BLOCK PIT AROUND CONNECTIONS , f 0 off 508-362-4541 DRILL LAST ORIFICE IN EACH LATERAL 12" I �O 4"X60TEE o o I fax 508 362-9880 FROM EDGE OF FIELD (TYP.) PLAN VIEW ; RECYCLE LINE„ ,.,® down cape engineering, inc. ' 4"SCH40 TRANSPORT PIPE o NOTE: GENERIC DETAIL, ACTUAL INSTALLATION MIRRORED TO OTHER SIDE OF TANK OF CIVIL, ENGINEERS NOT To SCALE oma' ARNEH. LAND SURVEYORS f I OJAL.A `rr+, CIVIL No. 90792 i` PIPING DETAILS 939 main st. yarmouth, ma 42675 A�o� �Fc�sT ° ��w�' DATE: 625%03 �ssrorr NG�•�`/ .. NOT TO SCALE �'JG�S/C37 cQ 2003 ocE SHEET 2 OF 5 01-215 CAP ENDS 6"0 SCH40 PVC EDGE OF DOUBLE GENERAL SERIES FLOW SCHEMATIC W_AV — _ — _ _ ^ _ — — _ ___. — _ , _ T _ _ 6 MANIFOLD —TRANSPORT PIPE WASHED STONE TYP` � � � � EDGE OF DOUBLE -- -I� WASHED STONE (NP,) i� SEPTIC SYSTEM INFORMATION: II AWTE PROVIDES: TWO BIOCLERE MODEL 24/33 UNITS !I PLAN ON TREATMENT PLANT INCLUDES COMPLETE SIOCLERE SYSTEM VESSELS, CLARIFIERS, MEDIA, PUMPS, CONTROLS AND ALL NOTES: UNLESS OTHERWISE SPECIFIED: .INTERNAL CONNECTING PIPING AND WIRING BIOCLERE IS DELIVERED WITH LIFTING SLING AND CAN BE O I o I! 1. VENT MAY BE RUN UP TO THE ROOF OF THE BUILDING. (GROUND VENT SPECIFIED) HANDLED BY SITE EXCAVATION EQUIPMENT. 1 ONSITE TECHNICAL ASSISTANCE AND COMMISSIONING I t 2. IF INSTALLED IN GROUND WATER CONTACT SITE ENGINEER FOR ANCHORING REQUIREMENTS. (N/A) 1/4BY AWTE PERSONNEL IS NORMALLY INCLUDED IN QUOTE FROM AWTE CONTRACTOR TO PROVIDE: I INSPECTION ,� ALL COMPONENTS OF CONVENTIONAL SEPTIC SYSTEM INCLUDING J 2"SCH40 PVC. LATERALS o- �� PORT (TYP.) I 4"SCH40 CLEANOUT COVER NCR TE STRUCTURES AND PERFORM INSTALLATION. 12 TANKS, COVERS, PIPING, MANHOLES, PUMP CHAMBER & PUMPS, LEACHING FIELD I I 1.5' SEE SHEET 2 J1 SEE DETAIL 3. CONTRACTOR IS TO SUPPLY ALL CO E WITH SOIL REMOVAL AND REPLACEMENT AS REQUIRED, VENTS ETC. -TYPICAL SLOPE ADDITIONAL EQUIPMENT REQUIRED: FOOTING PADS FOR B(OCLERES, 1 CONDUIT LINES FOR RECYCLE AND ELECTRICAL LINES, a » EXTERNAL CONNECTING PIPING, PUMP CONTROLS & ALARM I I 5'TYP. 3.5' I1 2" RECYCLE LINE "Y» FITTING 1 y2 RECYCLE LINE 1 RECYCLE LINE AND WIRING OF ALL SYSTEM COMPONENTS ETC. 1L _J' REQUIRED SITE WORK INCLUDES: EXCAVATION, SETTING OF TANKS AND E-G�eL'E"DOW % N S OfV ECTIVE 1PING-,_.WIRING AND BACKFILL WITH CLEAN SANG, REPAIR PAVING AND RE -STRIPING, LOAM & SEEb7,SlJPPORT__MlrP0MP HRUSTBLOC-K AND PRESSURE DOSE TESTING, AS -BUILT CARD AND FINAL CLEANUP ETC. 11' TYP. 5 _. I 1 5' TO PUMP PIT I J ST 1 AllI I 1/4 ORIFICE WITH OSI SHIELD (TYP.) r, Z ` J 1 TO DRAIN z u-). 6"0 SCH40 PVC MANIFOLD PITCH I 0.59; (TYP.) a TODRAIN TYP.)y Q �- J I n. BUILDING FOUNDATION 4" VENT WITH VENT —_.._ --__---__..—_----__ _ _—_._--- ___—___—__— CONNECTION TO BIOCLERE # 2 LEACHING FIELD PLAN VIEW SCHEMATIC SCALE: 1" 10' APPROX.- PERIMETER NOT TO SCALE, SEE SHEET 5. AUX. VENT_ LOCKABLE ACCESS COVER o • SAMPLE PORT RECYCLE = �'� VENT TYP. VENTTOBE SUPPLIED FAN HOUSING 7'-11 1/2° STEEL LIDS °` (SEE NOTE 1) BY THE CONTRACTOR �4' SCHD 40 AT GRADE LINE NON—SKID GELCOAT e 4' 2" AUXILIARY VENT ' 12" MIN e 4" SCHD 40 0 0 13 4" GROUND LEVEL ELBOW •. ST1 INSULATED FILTER (9o*)� 10'-3" 1-1/2" SCHD 40 PVC iZ RECYCLE LINE LIQUID i DEPTH NTIRE BIOCLJ:-RE UNIT (BELOW GRADE) SURROUND E s: WITH CLEAN SAND OR 3/8" PEA STONE, *SEE NOTE 2 IF lN17:LLED IN GROUNDWATER soa 4o couPUNc PVC INLETBAFFLED SEPTIC TANK �\ --- ". r .Y•�.. 2" RECYCLE LINE SIZE DETERMINED BY ° ° ro.e ° e • e • a ° • • • o • • • ° • e • ° `L , SCHD. 80 INTERIOR PIPING \ COU aQ c OUPUNG () STATE CODE OR DESIGN ENGINEER} --_--- a a' s .z°-- hvc OUTLET _ PRECAST BIOCLERE 12" CRUSHED BIOCLERE MOUNTING PAD UNIT # 1 STONE UNIT # 2 TITLE: TYPICAL GROUND INSTALLATION DRAWING NO.: UK. 1265-8 B DISTRIBUTION STATEMENT B REVISION: THE DESIGN AND DETAIL OF THIS DRAWING IS THE PROPERTY OF A.W.T. ENVIRONMENTAL. 241 DUCHAINE BLVD. DATE: 4/27/01 AND IS NOT TO BE USED EXCEPT IN Aquano P.O. BOX 50120 CONNECTION WITH OUR WORK. DESIGN AND DWN BY: P.WILLEY INVENTION RIGHTS ARE RESERVED. NO FURTHER SHIPPING WEIGHTS 8'-113/4" WEIGHT DRY WITH MEDIA = 3150 lbs 7'-3 3/4" 7'-1 3/4" WEIGHT DRY WITH NO MEDIA = 1900 lbs SUMP CONCRETE 1' U° ;•:. •• • . BASE PAD DUPLICATION AND DISTRIBUTION OF THIS t -6 ° CRUSHED STONE DOCUMENT IS PERMITTED WITHOUT PRIOR WRITTEN PERMISSION. NEAT SAW CUT AND PATCH, MATCH EXISTING GRADES (TYP.) MODEL 2430 1" TOPCOAT MASS DPW with 1600 GALLON CLARIFIER TYPE 11 BIOCLERE 24/30 2" BINDER TREATMENT � --- GENERAL ARRANGEMENT DETA0IL SHEETI TO ACCOMPANYGENERICPLAN VIEW 8c SECTION/ELEVATIONOE PLANT p000000000 )00°g°000O0°000o SEE PROFILE FOR SITE SPECIFIC DATA "i F IT I ER 5 S E P r U` `G R A D P L A N 12" PROCESSED GRAVEL j MDPW M1.03.1 VIB. ROLLER COMPACTED COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY OF LAND IN ALL FILL TO BE CLEAN SAND AND GRAVEL. ANY SETTLEMENT TO BE REPAIRED AT NO ADDITIONAL COST TO OWNER. (SOUTH) Y.ARMaUTH, MA 2'-10" . BITUMINOUS PAVEMENT CROSS SECTION NOT TO SCALE PREPARED FOR A&P- 11M GRFAY ATIL&NTIC AND PL ACIrIC TMA CQM]?ANY 26' 6' ON CENTER COMPACT BACKFILL 36" MAX. COVER, SLOPE 2% NEAT SAW CUT AND PATCH, MATCH EXISTING GRADES (TYP.) EXPANSION JOINT MIRAFI 140N FABRIC OVER STONE MATERIAL 6" PORTLAND CEMENT CONCRETE TYPE I, WITH. WWF 6X6 10 GA. 2" OF DOUBLE WASHED 1 $" - 1 2" STONE - 3000 PSI MIN., BROOM FINISH 464 STATION AVENUE $ 1�8,: EXPANSION JolNrs 30' O.C. SOUTH YARMOUTH, MA 02664 °o°oeoeo 2^ EWE : . o°o° `° `u° ° o o ° ° o ° V °•o o o --�-� :• -,:•... T•.r•:'':::=.. x 0 0 0° x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20^' Y•' 15" TO 17" °00000000 00000°00000000°000°0°0°0°°00°0°°0°°00°°0° °o°o °o°o°o°o°o°�°o°Oo°°o° °O°Oxo°°°°°O°°°°C°°°°°°°°°°OpOpD°°°°0°°°°°°° o°°°o°o°o°°°o° x00 24„ O O 0 0 q 00 0 0 0 g q 0 q 0 O VARIES 0000 00000 000000°°°°oo°'oo°°000000 g" TO 13" VARIES I ---1 f' off 508-3fi2-4541 0000000°°°°°°°°°°°°Op°°°O°°p°°°°°°°O°O°O°O°°'°°°°°°°°°°°°°°° ° - ) 00 O ° ° ° O ° ° ° O O ° ° ° O ° ° ° ° ° °00000 °000000°°00000000°0°00000000000°°°0°0°'0°0°0°0°0°0°0°0° °o fox 508 3 2-9880 x 00 0000 000000000000000 000000000 -. ._..__.._ __..___..__ ° 0 ° ° - ... _ .. 9" TO 12" TOTAL OF 3/4" — 1-1 /2" STONE ORIFICE SHIELD OS 200CW 12" PROCESSED GRAVEL 2.0'0SCH40 PVC ORENCO SYSTEMS INC MANUF. LeBARON, BROCKTON, MA COMPACT ALL FILL IN 6" LIFTS TO 95% MOD. PROCTOR DENSITY DOUBLE WASHED ONLY MDPW M 1.03.1 VIB. ROLLER COMPACTED (l O WI1 cape en� In e ering, inc. WITH 1/4" ORIFICES PH. 1-503-459-4449 MODEL: LT 105 TY SHOP DRILLED AT 5' O.C. ENGINEER TO INSPECT OR EQUAL SEE DETAIL WEIGHT: 430 LBS ALL FILL TO BE CLEAN SAND AND GRAVEL. AT TOP OF PIPE BOTTOM FIELD LEVEL AT EL. 51.32' p ANY SETTLEMENT TO BE REPAIRED AT NO ADDITIONAL COST TO OWNER. 0� >11gS\ , TYPICAL ACCESS CC�VEI-� ��� ', CIVIL ENGINEERS LEACHING PIED SECTION CONCRETE PAVEMENT CROSS SECTION -------�—•—• ., _...,. __.__.._ ,,...... � A�� �� - LAND SURVEYORS NOT TO SCALE SCALE: 3/4" = 1'-O" .., ,...,.e,.......,.� ...�"..�.r,�..,..�...�.�,.,,��, �..���,�..,,. �n NOT TO SCALE o CiV1L `� t4o, 30792 939 main st. yarmouth, ma 02675 1 •O�oFf�£GIST�?�����' � sfoNAl DATE: 6/25/03 2003 DCE SHEET 3 OF 5 01-215 THA TH2 SOIL EVALUATOR: DANIEL A. OJALA PLS,EIT,SE SOIL EVALUATOR: DANIEL A. OJALA PLS,EIT,SE DOWN CAPE ENGINEERING INC. DOWN CAPE ENGINEERING INC. W EXCV. : PASTORE EXCAVATION INC. EXCV. : PASTORE EXCAVATION INC. ' BOH: DAVID FLAGHERTY- TOWN OF YARMOUTH BOH: DAVID FLAGHERTY- TOWN OF YARMOUTH DATE: 6/3/03 8:00 A.M. DATE: 6/3/03 8:00 A.M. EL. 55.04 0" EL. 57.4 0" SL FILL IOYR 5/4 EL. 55.7 24" FILL I 5Y_6 3 aNF1LL=2,5X6;L,3 EL. 45.4 117" EL. 45.4 144" C1 MED. SAND 2.5Y6/4 C1 MED, SAND 2.5Y6/4 VARIGATED COLORS VARIGATED COLORS EL. 39.04 NO WATER EL. 40.4 204" NO WATER 192' FOUND FOUND BOTTOM PERC TEST AT 168" BOTTOM PERC TEST AT 204" 24 GAL. POURED, <9" AT 9:00 24 GAL.POURED, <9" AT 10:00 <2 MIN./IN. <2 MIN./IN. NOTE: GROUNDWATER ELEV. 15+/- PER CCC GROUNDWATER MAP TEST WOLF LOGS ALL TANKS SHALL BE MANUFACTURED TO WITHSTAND AASHTO H•-20 WHEEL LOADING AT THE DEPTHS OF COVER INDICATED ON THE SYSTEM PROFILE DRAWING. TANKS SHALL BE DELIVERED AND INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND SHALL BE GUARANTEED BY THE INSTALLER TO BE WATER TIGHT AFTER INSTALLATION. TANKS AND PRESSURE PIPING SHALL BE DEMONSTRATED TO BE WATER TIGHT UNDER OPERATING PRESSURES BY FILLING TANKS AND OPERATING PUMPS WITH CLEAN WATER PRIOR TO BACKFILLING THE LEACHING FIELD. ALL PRECAST CONCRETE COMPONENTS SHALL BE AS AVAILABLE FROM ACME PRECAST, 520 THOMAS LANDERS ROAD, HATCHVILLE, MA. OR EQUAL. ALL COMPONENTS SHALL BE AASHO H-20 WHEEL LOAD RATED. SEPTIC TANKS AND PUMP CHAMBER SHALL BE SET ON A LEVEL BED OF 3/4" TO 1-1/2" WASHED STONE. AT LEAST SIX INCHES IN DEPTH OR AS OTHERWISE REQUIRED BY THE TANK MANUFACTURER TO GUARANTEE A WATER TIGHT SEAL AT TANK JOINTS. 1 D' O" 17'-0" 24" OPENINGS 8" KNOCKOUTS (TYP. PLAN VIEW 3" _ 0 6" SCH-40 PVC 10'-0" L34- 6" NOTES: UNLESS OTHERWISE SPECIFIED: 7000 GAL EFF. CAPACITY PROVIDE AFFLE 1. CONCRETE MINIMUM STRENGTH: 4,000 PSI 0 28 DAYS. M MESH. 2. STEEL REINFORCEMENT: 6 X 6 10 GAUGE STEEL WIRE M. '� . 6.625' 3. EYES: (4): 1/2" DIAMETER RE -BAR CAST IN PLACE AS SHOWN LIQ. LEVEL :K 6" FROM O.D., EQUALLY SPACED. .,,. 4. PAD TO BE SUPPLIED AND INSTALLED BY CONTRACTOR 611 A" DIA. SECTION VIEW a' HOOD GAl ION SEPTIC TANK ask _j ALUMINUM HATCH MODEL "A" 19/22 7' 24 8' 30 10' SCALE: 1/4" = V-0" CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 DESIGN LOADING: AASHTO HS -20 X ACMEPRECAST OR EQUA40"X30" OPENING (2) MYERS PUMPS ON. MYERS 9l HATCH TO BE SET IN POURED STAINLESS STEEL RAIL MOUNT �'p REINFORCED CONCRETE DONUT 6" THICK DRAINAGE SLOTS SYSTEMS SIDE—BY--SIDE IN yp 4 — 6" HIGH SNAP—ON 40" X 30" BILCO H-20 HATCH PUMP RAIL AND DISCONNECT I SHIELD USE 4"SCH80 PVC PIPE ORIFICE SHIELD OS200CW INSIDE PUMP CHAMBER 2.0" SGH-40 PVC LATERAL ORENCO SYSTEMS INC PH. 1-503-459-4449 OR EQUAL. PRECAST OINTING PAD 1 4" HOLE AT 5' ON CENTER. +-.e PLAN VIEW 3"SCH40 PVC N.T.S.' DRAWBACK IN 12 O'CLOCK POSITION LINE EXOACTODIAMETER CHOLES 4"OSCH40 PVC SHOULD BE SHOP DRILLED WITH NOTE: ORIFICE SHIELDS PREVENT PEASTONE & SOLVENT WELD ALL JOINTS (TYP.) A DRILL PRESS TO ENSURE 4"SCH40 PVC UNIFORMITY. REMOVE BURRS WASHED STONE FROM PLUGGING ORIFICE. 3/8" WEEPHOLE IN BOTTOM PIPE PRESSURE LINE PRIOR TO PLACING PIPE. BETWEEN VALVES TYP. (ENGINEER TO INSPECT) ORIFICE RIFICE SHIELD D E T A I L ALUMINUM HATCH 30" X 30" SPECIFICATIONS: BILCO OR EQUAL 4" SCH40 CHECK VALVE (TYP.) COVER SHALL HAVE AN ANGLE FRAME WITH A 30" X 30" RECTANGULAR OPENING i NOT TO SCALE PVC TO BALL VALVE NP. AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE LEACH FIELD (TYP.) A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE A LOCK THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM. 4"SCH40 PVC DRAIN BACK LINE TO PUMP CHAMBER 4" TEERAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME. H-20 6'it MANHOLE VALVE PIT SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. HATCH TO BE SIT IN A CUSTOM POURED CONCRETE BASE. ALLOW FOR ATTACHMENT OF VENT HATCH TO BE SET IN POURED PUMP RAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE. WITH NON-SHRINKAR ALL S IGROUT REINFORCED CONCRETE DONUT µ`ms' REBAR CONTINUOUS AROUND HATCH TO RESIST LATERAL LOADS FROM TRAFFIC OVER HATCH, 4" CAST IRON CHECK VALVES ALUMINUM HATCH 400 X 30" LIFTING CHAIN BILCO H-20 OR EQUAL (TYP.) 4"PVC BALL VALVES (2) (TYP.) STAINLESS ST L SET IN POURED CONCRETE BASF I 3/8" P EEPHOLE BOLT PUMP RAIL SUPPORTS TO HATCH FRAME FLANGE. � � DRAiNBACK CONC. BLOCK RISER M MORTAR ALL BRICK (TYP.) NOTES FOR CONTRACTOR: PRESSURE FLOW —0 -- TANK — — — TANK 1. SLOPE PIPE BACK TO SEPTIC TANK TO LEACHING INLET -- — OUTLET WITH NO LOW POINTS. FIELD SAS 8000 GAL EFF. CAPACITY 4"SCH80 PVC PIPE 2. USE PRESSURE FITTINGS ONLY. PUMP CHAMBER INSIDE PUMP CHAMBER TO FIELDSAS LEACHING 4" KNOCKOUT MYERS PUMP RAIL SYSTEM 2" PVC SCHD 40 PLAN VIEW ACCESS COVER FOR DRAIN LINE PUMP RAILS (STAINLESS STEEL) RECYCLE LINE FROM SEE DETAIL. EL. 55.81 6"PVC RETURN BIOCLERE UNITS) IADJUSTING BLOCKS/RISER AS REQ. IN FROM ----- PIPE TO BE INSTALLED MORTAR ALL COMPONENTS (TYP.) BIOCLERE #2 1.02' 3.75 �VE SCHD 80 PVC PIPE 1 AGAINST TANK WALL EL. 53.7 TO BE USED = 4037 GAL.INSIDE TANK I INLET AND OUTLETS HIGH LEVEL ALARM TYPICAL PRIMARY (SEPTIC) TANK { SAME ELEVATION BOTTOM TANK ANK SAW CUT EDGES TO OBTAIN CLEAN FULL THICKNESS BUTT JOINT ON EXISTING BASE AND REMOVE OLD PAVEMENT TO PROVIDE A STRAIGHT EDGE. STREETS, DRIVEWAYS LAWNS AND AND WALKS CROSS COUNTRY BITUMINOUS PAVEMENT LOAM AND SEED EXISTING PAVEMENT 0 CONC. PVT.(MATCH EXIST.) I AS SPECIFIED • 90 °:op:o:op•; \\ GRAVEL BASE COURSE �j/ o;:o:^:•.oQ� os; \\ � �(kR+ tAVAii©N--��nrr,-@R­RflC-K \\ ALL ROCK EXCAVATION AND STONES \/\ LARGER THAN 6" SHALL BE \/ DISPOSED OF AND REPLACED WITH /\\ \ APPROVED EXCAVATED MATERIAL OR GRAVEL BORROW. COMPACTED APPROVED BACKFILL X PIPE O.D. 12' MIN. j\// \�• CAREFULLY COMPACTED \ 8"MAX 12"MIN. ��' SELECTED MATERIAL OR \/ 9"MIN GRAVEL BORROW \\. FILTER FABRIC $A$9s�' �• (IF REQ'D) A Av o o.>o•• ��' 1/2 O.D. CAREFULLY COMPACTED �\ �aoo o*'<dG'Fgv"f�f n•rb1iA SELECTED MATERIAL / °po A➢` 9p P Pb Ap.o Qbo Ao o SEWER LINE 6" MIN. b� .Q» 0 6 •u 3 od°o ob°9b. •...�.,. AD •Rb ROD Ab Ab brryA op.b:^.O^.R' UNDISTURBED FIRM MATERIAL UNDISTURBED ROCK SURFACE REPLACE ANY } BELOW GRADE EXCAVATION } OF UNSUITABLE MATERIAL WITH CAREFULLY COMPACTED SELECTED MATERIAL IN 12" LIFTS, MAX, EARTH TRENCH ROCK TRENCH STANDARD DETAIL SEWER TRENCH NOT TO SCALE CAST IRON COVER SEE PROFILE BRICK ADJUSTMENT COARSE H-20 PRECAST RISER (TYR 24" I.D. ''.�...._..._. TYPICAL COVER NOT TO SCALE DETAIL SHEET2 TO ACCOMPANY N"�- OF LAND IN (SOUTH) YARMOUTH, MA FLOATS SHALL BE MERCURY FLOAT ,gyp' DISCONNECT - 4" CAST IRON PREPARED FOR TYPE SET WITH INTRINSICALLY SAFE n - - WORKING RANGE CHECK VALVE CIRCUITS FOR EXPLOSION RESISTANCE. A ��"++ FLOATS SHALL BE HUNG SO THAT THE PVC 90' ELBOW INSTALLED A&P- T T ATLANTIC A`V IC T C� LEVELS MAY BE ADJUSTED WITHOUT 'z , b� 'SUMP AT CENTRE OF LIQUID DEPTH BALL VALVE ENTERING THE PUMP CHAMBER. (;� DISTANCE FROM OUTLET 4' PRESSURE LINE TO LEACH FIELD 00 ' INVERT TO TANK BOTTOM) H-20 6'0 MANHOLE 6" /0.5% PITCH SECTION VIEW LOW LEVEL ALARM BOLT TO FLOOR 1.3' ABOVE BOTTOM TANK NOTE: INSTALL WYE 484 STATION AVENUE MISSING TEE ON ' ('11 j'�A At �] ►A� PIT INLET TO HALF LIQUID 3/$" WEEPHOLE� SOUTH YARMOUTH, MA 02664 w�l�lse 0 y N j'" �nl/'PI PRIMARY TANK STI DEPTH TYP. SCALE: 1/4" 1'-0" APPROX. FOR COMMERCIAL APPLICATIONS, EL. 45.7 AN EXTENSION IS REQUIRED j ;n CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS TO MID -TANK I a fox 508-.362-4541 STEEL REINFORCEMENT: ASTM—AS-815 GRADE 60 6.0 y fpx 508 3fi2-988-9880 DESIGN LOADING: AASHTO HS -20.... ... ^ .. • > r � � � �. •. • � :.••e, • 3"SCH40 PVC DRAIN BACK LINE TO PUMP CHAMBER I SECTION v1Ew QUO wn cap e engineering, in e. 12" CRUSHED STONE �,tH of CIVIL ENGINEERS ,.. �b� A�RNE H. rya 2„ Biofilter Recycle Line VALVE PIT DETAIL OJALA LAND SURVEYORS CIVIL Installation at Primary Tank.NOT To SCALE., n,o.3o7az CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS�O,r �fCfSTEA�O .�� 939 main st. yarmOuth, ma 02675 STEEL REINFORCEMENT: ASTM—AS-615 GRADE 60 `�sS/� rAL Eh�\'�� DATE: 6/25/03 DESIGN LOADING: AASHTO HS -20 C 2003 DCE SKEET 4 OF 5 / T�', � 'll I 2"OSCH40 Coln P NA n\/A I Fn P Al I ARHNInPpnpnCFFI FAC HlNr FI n �NFFR TO INSPECT � ' 1 EXIST. WATER LINE (V.LF.j 0 EXIST . VENT �- q, \NJ r-� ---� ��� !PROPOSED 6045 SF LVL PI11 b DIA I��ANHUL,L Z 00' INSPECTIO s'"��' HB � r�� Io / PORT P. .. ..... � Ir''i � 21 � II � 0) / � y RE AL.4,�CONC....... FILLED s STEEL PIPE � i O'K. .... .. X BOLLARDS A 0-UN"D 5 6 I�' PVC LATERALS WITH J CES AT 5' ON CENTER I,� PRESSURE DOSED EXISTING LEACHING REMOVED AS PART TRENCHES OF SOIL F PLACE PAVED DRIVE AFTER PAVEMENT �i���tr:��� /. / \-.��'�`:F �._�.,,'���'� �§�`� � �' it i> '1� 6"OSCH40 PVC VEN .......�, u^+ �' O (2) X, is L / , N0 ... ......... .... 0 s E ... .... .. . . . . . . .... 0 -CE) Ni, �) , O0 I Q C 0 STEPEl I N SECTION MA.MFOLD LEACHING TO BE N10VAL CONSTRUCTION AWT BIOCLFRE 24/33, 1600 Ajl NEW 11,000 GP,L (7000, GAL EFF. (REMOVE EXIST. SEPTIC TANK. CAPACITY D/C, SAVE INLET UNITS PIPE) EXISTING 18"CMP STORM DRAIN LINE INVERT 011:7- PIPE EL. 52.4- .DO NOT DISTURB EXISITING 7000 GAL SEPTIC TANK STI TO REMAIN. INSTALL INLET TEES �c GAS BAFFLE DETAHL.SHEET3 TO ACCOMPANY of TITLE 5 SEPTIC UPGRADE PLAN PREPARED FOR: H. OJA No. 26 A&P- THE GREAT ATLANTIC AND PACIFIC TEA COMPANY tA off 508-362-4541 NAL WO fox 508 362-9880 1H Of 484 STATION AVENUE ARNE down cape engineenng, inc. SOUTH YARMOUTH, MA 02664 OJAEA CIVIL No. 30 CIVIL ENGINEERS 792 LAND SURVEYORS DATE, 6/25/03 X/g SHEET 5 OF 5 71 939 main st. yarmouth, ma 02675 2003 DCE