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Home My WebLink AboutDOA - 550 Willow St - Grading & Utilities Site Plan_ Np PVC I�RF-R IF 20 0 20 40 60 Feet BLOCK UP D -BOX, 24"1.1). RISER KEYSTONE OR EQUAL WALL153'± LINER a MANHOLE X.--X-� .WITH 5'5LD ' UNSUITABLE SOIIL REMOVALOUND 637 SF LEACHING REQUIRED. ENGINEER TO INSPECT f . /TITLE -5 ORIFICES . PUMP CHAMBER - _-NSECT'SCREEN VENT WITH SOLD CH4 SCALE: 1" = 20' 4' UQ. LEVEL MORTAR ALL COMPO (TYP) 28,5 MIRAFI 14ON FILTER FABRIC 1500 GAL H-20 f .. BUOYANCY CALCULATIONS: STS:. UPLIFT = 5.67' X :10.5' X 2.03`- X 62.4 4/CUST = 7,542 LBS- X---X---'X W W - W d \� PUMP CHAMBER WITH -99- EXISTING CONTOUR EMPTY WEIGHT - 12,000 LBS. D.K. - - - - DUPLEX PUMP SYSTEM W W W w .P/C:. UPLIFT 5.6T X 10.5' X 2.32' X 62.4 #/CU.FT 8,620 LBS a 28.0' ^ / - f ., - EMPTY WEIGHT - T2,000- 'LBS.' - QK.- � •F-99.92-IX45'f.-SPOT:ELFf... - 1500 GALLON w O H-20 SEPTIC TANK -�-- PROPOSED CONTOUR IXI GTR OF AT= 4" CA ER THAT EXIST UFFER ZONES SHALL BE 100% SEPTIC A. ti RESTTAII��JlED). IF CH TREES DO NOT IST, 3" CALIP R TREES SHALL BE PLANTED A INTEfNALS OF T MOST 20' (301. .4) ( P. ALL BUFFERS) I \\ \ 198.4] PROPOSED SPOT EL LOCATION: TH-I 24 [24] \ 01.8 u/ Iy}II1 I!IIII� '�\ /`_ / /t �t- •I. TOH1 / /. 7/3T/02 PM 21:8LOCA-TIO- N. TH- 2 Y, E E \t TEST HOLE EXCAVATOR: RIID ELLIS DATE: 7/3f/02 1 PM E E CO,tiOEXCAVATOR REiD ELLIS0 B.O.H. AGENT:AMY. VON HONE R.S. .' .a c2� SLOPE OF GROENGNEER' RICK R.S. B.O.H. AGENT: AMY VON HON E R. S. . ENGINEER: RICK JUDD R.S. UTILITY HLE ELEV. DEPTH ELEV. DEPTH 20.4 0- D- . -. F - HYDRANT FILL MULCH B L.S. (COARSE)550 3" EXISTINGUGH'[ POLE B 101OARSE)METAL SEPTIC MAN HOLE 19.4 5/6 12"10YR 5/6 18" BUILDINGOBSERVATION ADJ..GRO AZER EL,19.0 .3 ADJ. GROUNDWA EL 19.0 EXIS ING P VED ARKI G S SE DETAIL //` s \ 5,112 SF \ /�-. NOTE- NOT ALL SYMBOLS MAY APPEAR IN DRAWING - // v 1 r SLAB 24.2 . 14 PACES CONNECT k VEV7 - f ///?� - - - O S.- �'. III I ///�!- C OUi \\ ° 6"X6" GUTTERS AT 0. EACH / /PERT<2 MIN./IN ;� PERC< 2 MIN./IN I ti SIDE BLDG. TO 8 0 SCH40 PVC I / BOTT. AT 46 BOTT. AT 46" e� PIPE AT 1% -INTO STORMWATER f / // 24 -GAL -IN •417 24 -GAL. 4N-4;17. LEACHING BED. C1 COARSE SAND C1 COARSE SAND 2.5Y 6/4 2.5Y 6/4 ®J EXIST: WALK AQp \ \ f / GROUND R EL.14.48 (71") 3 SP CES . -- Oc \ S \ / // GROUNDWATER E '14.5 (88") . 2322 /CS/�S�ge•F�}�SQe� O\s \\ / // 10.4 11.6 EXISTING PAVED PARKING I \ �QFy 2A� /<�ii CLEAN OUT. o f / BOTTOM 120" BOTTOM 1200 -W� SAWCUi`ANp MATCH'pcISTiNG pgVEMENF DSS `SO�7�G /f d=s USGS HIGH GROUNDWATER EST. USGS HIGH GROUNDWATER EST- \\ W w[22.0] �� 8J SF f \\ / INDICATOR WELL AIW230 INDICATOR WELL' AIW230 __ FI T ,�. \ .. \ / -ZONE ZONE E. - ZONE . ._- ZONE E [22 9q y \ \ \ / DATE 7/25/02- 25.32 DATE: - 7/02 y / BENCHMARK Sp \ / / PROPOSED WORK LIMIT LINE ADJ. FACTOR: 7.2 ADJ. FACTOR: 7.2 �> } SLAB ELEV. 24.2' C,_ \� \ [ (SILT FENCE).' ADJUSTMENT DUE TO TEST HOLE LOGS NOTE. REDUCED \ PROXIMITY'.OF DRAINAGE -.. y PROPOSED PAVED PARKING 21 II \� aia NEARBYSTRUCCT STREDRAINING TO a SPACES - _ LOCATION: TH-3 I \ (SPECIAL CIRCUMSTANCE) LESS `\ {� 7.2 TO 4.5 7.7 EESS }f 3 Sp IS - ,� / � I/ DATE: 5/10/06 REF. #43 JEFFERSON AVE qc % /`i I B.O.HVAGENT. AMY VONCHONE R.S: ADJ. WATER EL 18.0 -10/99 I \\ \ \ / i I / I ENGINEER: DAVID ' FLAHERTY R.S. 100.0' ELEV. DEPTH } _ 21. [2 s] 121.6} h2j O i :" WITH 100' BUFFER 0 WETLANj7 ' / � NOTE: 0 MACHINERY TO BE S7 ED � _ 20.0 0" ��. FILL PEASTONE LOAM - UNSUITABLE to -9. \ . - , ` 60" .f3 . \ \ �` - � � /: I f 50.0' \ 15A �\ �9 1 \ \\ 121.3) 1S SP gCES / " i / // ADJ. GROUNDWATER EL 19.0 27. ._ : 13 \ } < 2 MIN./IN (ASSUMED) \ 1 \ \ \ .410 ' oNNTRA D 1 f r o - NOTE: FULL \\ \ \\ /w REMAIN / I C1 MED./COARSE SANE1 ADJUSTMENT •4} : .. .! PILE -TO BE REMOV r MA IAL -STORAGE/ t .`25Y E/2 . _ U UTI ZED \ 1 } SAND, GRAVEL, LOAM ,. TO REMAIN) / - ' 02',r CONTRgCTOR rgRp . / / �. � l OBSV. GROUNDWATER EL.16.0 (48") 11201- NDSC _ [2 T1 U TO CONnNUE IN THIS qR� - 121.6] } 1 / f� / �4°O / ILO Y� 10.0 BOTTOM 120" /[1g}�/''�� x` _ _ 4P f ARRrER_ _ _ 1209 G B� R,CT !f ff eEA� �R tiUSGS - X 8 [20j �S Li R ST 20NIN RSS N �T O - INDICATOR H WELL:* N AI W 30 Fcr 1 X q _k _ ` - _X21} ^ SWC Sri 40 DlSTRjCT�,G ONe eR sP I / / �� [ of AY ZONE: ZONE E _ C ND -X_� �� -r� FFNc 120} RMWgTER R N qR } R( p! CO4Sr DATE: 5/24/06= 22.52 APE Ek1S77 EIENno / ADJ. FACTOR: 3.0 1 X,8 I%NEYgRD �x�uulr OF .,2 100' E \k 'RIC ! EqS X - - . - CTRiC max. usrRlgL u / l EMENT ! �k ( 6 wrnioRO - W + BIRCNE$ _ - ,-4 - 121} iy- _ SNC INCE TO I X 83 EXF� R- =T _70 -NW RElIglN Flo 120] n -c O 41) DISTRICT-��Locgno a CO (21} q�Li SEPTIC - _ _ _ N WIRES PO er f E LAND COU #12E . LINE,4NSMISSI X X / Nom.: <p . 20 - _ cF4T4Ck'i 370.77 # dlq X090 nN �S°Ro oN 40-- ,O S71 = 2 W FR R Xio�_ T c _ X - _ _ 1191T X �X-x x POLE PROPOSED WORK �JMIT UNE #11 . (SILTFENCE)f/ - C10.. �. 2�. 'p0 - ° CONCRETE COVER TO WITHIN rim uv T 11K11 � .S �� - /� - TO 6" OF GRADE GEOTEXIILE FILTER FABRIC EL 26.4 - 0-4'- 6 0' 0 �± OVER STONE PVC I�RF-R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 20 0 20 40 60 Feet BLOCK UP D -BOX, 24"1.1). RISER VENNTT a MANHOLE 1500 GAL H-20 TO 6. OF GRADE, MORTAR ALL COMPONENTS INSPECTION PORT MANHOLE COVER 24" DIA H-20 PROVIDE D a o 0 0 0 0 0 O°O�O�°°OHO°O o �o°°°o°:°o :°0°0°0°0°:°o°e°o°e°0°o°o°°OOOOc 00000 0 24.82 /TITLE -5 ORIFICES . PUMP CHAMBER - _-NSECT'SCREEN VENT WITH SOLD CH4 SCALE: 1" = 20' 4' UQ. LEVEL MORTAR ALL COMPO (TYP) 28,5 MIRAFI 14ON FILTER FABRIC ACME OR EQUAL J' TOP OF 5" PUMP OFF -6" LOAM AND SEED ALL DISTURBED AREAS NOT GRAVELLED WATENPROOF) _ - - 4m -PRECAST DONUT 2 OVER FIELD 00 _ 25'0' WALL EL FORCE UNE EROSION CONTROL NETTING ON ALL SLOPES 710% (TYP. ZO 25'23 4' THICK 4000 PSI CONC. WAWNIF 24.73 K 18"0 OBSERVATION HOLE IN CTR PRECAST 11-20 0 �± TO BE INSTALLED INSIDE Bp`C'•� - 0" _ 2±VARIES o DooO° 00000 0 o0e00 0 0°000° BUILDING ALARM TO BE .ON o o°0 0 0000000 00 H-20 CONC. `COVER SEPARATE CIRCUIT TROM PUMP. / 00000000 0 0 0 00o0o0a000 00 0 000 0°00 000°0°°°0°0°0°0°0°0°0°0°° °0°04040°040°e°o° _°- C• Dn�nvA I 0000000000 00000 e o 0 0 0°0°0°0°0°0 0 0 0 0°0°0 0 ° +..625 I�RF-R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INSPECTION a MANHOLE 4"SCH40 PVC AT 0 5% D a o 0 0 0 0 0 O°O�O�°°OHO°O o �o°°°o°:°o :°0°0°0°0°:°o°e°o°e°0°o°o°°OOOOc 00000 0 24.82 /TITLE -5 ORIFICES . :.. VENT WITH SOLD CH4 H-20 24" CAST IRON C VERS. TO BE INSTALLED INSIDE Bp`C'•� - 0" _ 2±VARIES o DooO° 00000 0 o0e00 0 0°000° BUILDING ALARM TO BE .ON o o°0 0 0000000 00 H-20 CONC. `COVER SEPARATE CIRCUIT TROM PUMP. / 00000000 0 0 0 00o0o0a000 00 0 000 0°00 000°0°°°0°0°0°0°0°0°0°0°° °0°04040°040°e°o° _°- C• Dn�nvA I 0000000000 00000 e o 0 0 0°0°0°0°0°0 0 0 0 0°0°0 0 ° 23.0 MAX. 1.47 115' MAX. AT 1.3% 4OOSCH40 PVC y - e +..625 I�RF-R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° 0°0000000veo eooa0aopoo0a0°oaepc a +• SEPTICTANK 4' LIQ. LEVEL GAS BAFFLE ACME. OREQUAL .. D a o 0 0 0 0 0 O°O�O�°°OHO°O o �o°°°o°:°o :°0°0°0°0°:°o°e°o°e°0°o°o°°OOOOc 00000 0 24.82 0 0 00000 0 000000000000°°0 Doc ° oINVEF :.. _SLAB.E .242. H-20 24" CAST IRON C VERS. 2'0SCH40 PVC o000o0000 0 000 " '%• 5" PUMP OFF FORCE UNE 0 0 2200000 24.73 PRECAST 11-20 24'2 COUPLING '• ••� - 2'0 IF REO. - 25.09'. PIPELEVEL-1ST 2' SLOTTED H-20 HOPE PIPE 9" MI COVER TO BOTTOM OF FIELD ELEV. 23.0 MAX. 1.47 115' MAX. AT 1.3% 4OOSCH40 PVC y - e +..625 10" 1500 GAL H-20 14" Trr a +• SEPTICTANK 4' LIQ. LEVEL GAS BAFFLE ACME. OREQUAL .. " HI ALARM ON (WATERPROOF) :.. H-20 D -BOX ON 12 COMPACTED GRAVEL ACME BE15 11 20 OR EQUAL 6'MIN. SUMP 3/4'4-1/2- DOUBLE WASHED STONE FIELD SEE PLAN VIEW OLETCHECK VALVE TYP. D -BOX FLOAT. SWITCH LEACHING FIELD SETTINGS:.' 4" WORKING RANGE ADJUSTED GROUDWATER ELEV. 19.0 SET AS SHOWN • 6" GRAVa=&-MECR-. COMPACTION (TYP.) ,6 6" GRAVEL k METH. . BOTTOM FOOTING EL --'20.G . .. .16.97 - COMPACTION (TYP.) .66 SEPTIC TANK PUMP CHAMBER DUAL MYERS sRM4 Sfo HP PUMPS SEPTIC PROFILE RUN 2-SCH40 PIPE WITH COUPUNGS AS NOT TO SCALE SHOWN FOR FUTURE PUMP REPLACEMENT•. 00-18s 0 .KEYSTONE RET. WALL. 40 MIL LINER SFE DETAIL TOP EL 25.2. BOTTOM _EL 21.2 ENGINEER TO NSPECT SOIL REMOVAL, WALL h LINER SEE PUMP INSTALLATION NOTES FOR OTHER INSPECTIONS - DANIEL .A. OJALA PLS;. PE elA9ia� DATE PORT OVER 24". M. H -2D_ °o°o° o°o°Doo°0°0°000°0°00 SLOTTED H-20 HDPE PIPE TO BOTTOM OF -FIELD ELEV. 3/4" - 1.5- DOUBLE WASHED STONE LEACHING FIELD NOT TO SCALE PUMP - INSTALLATION' -1. •. SEPTIC SYSTEW-PUMPS'SF{A£L'-BE'MYERS"SRM -4/10 HP -PUMPS OR- EQUAL.' PUMPS -SHALL BE INSTALLED` IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER SHALL PROVIDE THE DESIGN SHOP DRAWINGS -OF -THE ALLPUMPING EQUIPMENT FOR - APPROVAL INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION -FOR FOR THE PUMP(S) IS AVAILABLE AT THE SITE. NOTE STAINLESS STEEL RAIL MOUNT REQ. 2. _. CONTROLS: PUMP. CONTROLS- SHALL'- BE LOCATED 'MINN "TFIE -' OFFICE IN AN'. ' ACCESSBLE AREA AND. SHALL BE ENCLOSED AS REQUIRED 70 MEET ALL STATE AND LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY WITH EACH OPERATION APPLYING 110 GALLONS TO THELEACHINGFIELD. PUMPS -SHALL OPERATE FOLLOWING SEQUENCE: o. PUMPS OFF b.- LEADzPUMP'ON' c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP SUBSTITIUTES FOR FAILED PUMP) d.-. PUMPS MUST ALTERNATE 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY'A CIRCUIT - SEPARATE.PROM THE -PUMP POWER.. THE ALARM SHALL CONSIST OF'A RED WARNING UGHT-AND AUDIBLE -SIGNAL WITH .PRESS TO SILENCE SWITCH.: THE - ALARM SHALL SIGNAL A HIGH WATER LEVEL CAUSED BY PUMP, FAILURE 4. PROPER FUNCTION OF PUMPS, CONTROLS AND :ALARMS' SHALL BE DEMONSTRATED BY ' CLEAN WATER TESTING, ENGINEER TO WITNESS AND CERTIFY t APPROVED BY HEALTH DEPT- DATE OF. LAND VIN -NUIST:A O , Mk. #554 & #550-L%O- S -REE'': CFffPRE�P`IARED FORM � T�''t fox 508-362=4541• ASS CE CONTSTR CTFILON` fax 508' 362-9860 down cape engineering, inc. SCALE: AS NOTED DATE: 6-30-06 Cl WL ENGINEERS REVISED: 9f 19/06 -(SPR. CONEM[EENfS) LAND SURVEYORS . GRADING BIS: TFUTFIES ` SHEET .2 OP3 939 Main Street - YARMOUTHPORT, MASS. UO-185ASSURANCE-CONST\DWG\00=185 SITEPlAN3.13M (DAO) , .. +..625 GAL RESERVE ' " HI ALARM ON PUMP ON �.. 5" PUMP OFF H-20 D -BOX ON 12 COMPACTED GRAVEL ACME BE15 11 20 OR EQUAL 6'MIN. SUMP 3/4'4-1/2- DOUBLE WASHED STONE FIELD SEE PLAN VIEW OLETCHECK VALVE TYP. D -BOX FLOAT. SWITCH LEACHING FIELD SETTINGS:.' 4" WORKING RANGE ADJUSTED GROUDWATER ELEV. 19.0 SET AS SHOWN • 6" GRAVa=&-MECR-. COMPACTION (TYP.) ,6 6" GRAVEL k METH. . BOTTOM FOOTING EL --'20.G . .. .16.97 - COMPACTION (TYP.) .66 SEPTIC TANK PUMP CHAMBER DUAL MYERS sRM4 Sfo HP PUMPS SEPTIC PROFILE RUN 2-SCH40 PIPE WITH COUPUNGS AS NOT TO SCALE SHOWN FOR FUTURE PUMP REPLACEMENT•. 00-18s 0 .KEYSTONE RET. WALL. 40 MIL LINER SFE DETAIL TOP EL 25.2. BOTTOM _EL 21.2 ENGINEER TO NSPECT SOIL REMOVAL, WALL h LINER SEE PUMP INSTALLATION NOTES FOR OTHER INSPECTIONS - DANIEL .A. OJALA PLS;. PE elA9ia� DATE PORT OVER 24". M. H -2D_ °o°o° o°o°Doo°0°0°000°0°00 SLOTTED H-20 HDPE PIPE TO BOTTOM OF -FIELD ELEV. 3/4" - 1.5- DOUBLE WASHED STONE LEACHING FIELD NOT TO SCALE PUMP - INSTALLATION' -1. •. SEPTIC SYSTEW-PUMPS'SF{A£L'-BE'MYERS"SRM -4/10 HP -PUMPS OR- EQUAL.' PUMPS -SHALL BE INSTALLED` IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER SHALL PROVIDE THE DESIGN SHOP DRAWINGS -OF -THE ALLPUMPING EQUIPMENT FOR - APPROVAL INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION -FOR FOR THE PUMP(S) IS AVAILABLE AT THE SITE. NOTE STAINLESS STEEL RAIL MOUNT REQ. 2. _. CONTROLS: PUMP. CONTROLS- SHALL'- BE LOCATED 'MINN "TFIE -' OFFICE IN AN'. ' ACCESSBLE AREA AND. SHALL BE ENCLOSED AS REQUIRED 70 MEET ALL STATE AND LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY WITH EACH OPERATION APPLYING 110 GALLONS TO THELEACHINGFIELD. PUMPS -SHALL OPERATE FOLLOWING SEQUENCE: o. PUMPS OFF b.- LEADzPUMP'ON' c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP SUBSTITIUTES FOR FAILED PUMP) d.-. PUMPS MUST ALTERNATE 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY'A CIRCUIT - SEPARATE.PROM THE -PUMP POWER.. THE ALARM SHALL CONSIST OF'A RED WARNING UGHT-AND AUDIBLE -SIGNAL WITH .PRESS TO SILENCE SWITCH.: THE - ALARM SHALL SIGNAL A HIGH WATER LEVEL CAUSED BY PUMP, FAILURE 4. PROPER FUNCTION OF PUMPS, CONTROLS AND :ALARMS' SHALL BE DEMONSTRATED BY ' CLEAN WATER TESTING, ENGINEER TO WITNESS AND CERTIFY t APPROVED BY HEALTH DEPT- DATE OF. LAND VIN -NUIST:A O , Mk. #554 & #550-L%O- S -REE'': CFffPRE�P`IARED FORM � T�''t fox 508-362=4541• ASS CE CONTSTR CTFILON` fax 508' 362-9860 down cape engineering, inc. SCALE: AS NOTED DATE: 6-30-06 Cl WL ENGINEERS REVISED: 9f 19/06 -(SPR. CONEM[EENfS) LAND SURVEYORS . GRADING BIS: TFUTFIES ` SHEET .2 OP3 939 Main Street - YARMOUTHPORT, MASS. UO-185ASSURANCE-CONST\DWG\00=185 SITEPlAN3.13M (DAO) , ..