The URL can be used to link to this page

Home My WebLink AboutDOA - 14 Beatrice Lane - DetailsLATERALS 5' CENTER TO CENTER SEE PAVEMENT SECTION MIRAFI 140N FABRIC OVER STONE / o _ 0° EL. 12.03' o °o°0 0 0°00000 000°0°0°0°00000000 00 0 / 2" INV. EL. 11.9' °o°o°°° o° o°o°o°°° °°° ° - O°O O Deo°O°°°°p°°°°O°p°°°0°0°0 O°000Qo°-o°iO°O° ° 0 �OpO S.. og ° ° °°o °0oO°°0000°°°°aoo° °0°00 °°°° o°o°o°o °° ° o °°°°° ° °�°°o°°O° OO°O°°O°°o�°°�C�°OAU°J°°O°°o°°O°oo°°O°°o°°o°Up°OpO�°G�°O0, 00 °OHO° °�0 L0000000 0°0000000°°000°000°0°0°00°000o0000ao0°0°0o0a0o0o00 000 6' EL. 11.4' 000000 °000°° °0000000000°°00°°°°000o0000aoo °°0o0o0p0°0o °°° 2.0"OSCH40 PVC 8" TOTAL OF .75" - 1.5 STONE ORIFICE SHIELD OS200 WITH 1/4" ORIFICES DOUBLE WASHED ONLY ORENCO SYSTEMS INC DRILLED AT 5' O.C. ENGINEER TO INSPECT PH. 1-800-348-9843 ALTERNATING UP AND DOWN CLEAN COMPACTED COARSE SAND FILL OR EQUAL SEE DETAIL DRILL DISTAL END ON TOP. UNDERNEATH LEACHING FIELD LEACHING FIELD SECTION NOT TO SCALE 2.0"0 SCH-40 PVC LATERAL CLEANOUT DETAIL: I LeBARON CAST IRON LA0910 SEE GROVEL SECTION H-20 RATED FEVA E ADAPTOR & THREADED PLUG VALVE BOX TO S'..EEVE TO ALLOW MOVEMENT GRADE AT EA END. ... jI�jI PCUREO CONCRETE DONUT REDUCER TO 2.0" �--"i ;.5 CU.Fr 3" OR 2" TEE q zD"ac�4D Pvc 2O-m5CH4n I eTEaei inns nm U 9C ELE'0" CAL CONDUIT SWEEP 3" OR 2" RISER T .0 TO PUMP VARIES PIT SCHBO PVU 4"SCH 40 PVC MANIFOLD ORIFICE SHIELD OS200 ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL. 4"X4"\ 1/4" ORIFICE IN LATERAL - 60" O.C. WITH SHIELDS (TYP.) SEE PLAN FOR LOCATIONS SIDE ELEVATION VIEW 1/4"0 HOLE AT 5' O.C. SNAP-ON TEST HOLE LOGS ALTERNATE BETWEEN TOP SHIELD & BOTTOM. -OF PIPE - - -�-. ENGINEER: DANIEL A, OJALA, PE. SE11805 EXACT DIAMETER HOLES Q DRAINAGE SLOTS SHOULD BE SHCP DRILLED WITH WITNESS: AMY VON HONE A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS 4-4-2012 DATE: PRIOR TO PLACING PIPE. ORIFICE SHIELD DETAIL PERC. RATE _ < 2 MIN/INCH NOT TO SCALE CLASS SOILS APPROX. 156 ORIFI REQUIRED V.LF'Op WER CORDSSHALL JUNCTIONNAL BOX. CONNECTED TO WATERTIGHT NEMA APPROVED ELEV. ELEV. ELEV. ELEV. CONNECTORS NOT LOCATED INSIDE THE PUMP CHAMBER. 0" 4 12.9' 0" 4 12.4 0" 4 13.0' 0„ 4 12.2' A A A A LS LS LS LS IOYR 3/2 10YR 3/2 10YR 3/2 1OYR 3/2 6" 12.2' 6" 11.9' 6" 12.5' 6" 11.7' (2) MYERS PUMPS ON MYERS STAINLESS STEEL RAIL MOUNT, B B B B SYSTEMS SIDE-BY-SIDE IN LS LS LS LS 40" X 30" BILCO H-20 HATCH 24" 1OYR 6/8 10.7' 1OYR 6/8 24„ 1OYR 6/8 11 0' 1OYR 6/8 30" 9.9' 1 30" 9.7' C PERC ® 40" M/CS 96" 2.5Y 7/4 4.7 G.W.E 120" 2_7 126" ADJUSTED GROUNDWATER @ 6.4' GROUNDWATER ADJ. DATA: WELL: MIW 29 ZONE: A ADJUSTMENT: 1.7' (MARCH) BUILDING 4'SCN40 PVC INVERT ® 11• 30 RUN 206' 6® 1.2%'v 24" I.D. PRECAST. CONIC, RISER IF REQ. /4'0 PRECAST DONUT 1" OVER FIELD DOPLEXi O 0 O O o'0'0 O 0 0 O 0000000000000000000000 O O O O O O O O O O 0 INVERT 10' RUN 92 4 ® 1.57 - PROPOSED 5000 GAL. ST2 OUPLEX 2 INVERT ID' 8.88' RUN 52' 4 H 237 H-20 LOW PROFILE DUPLEX H3 NV IRT ® 9.]' RUN 106' 6 17. -1 C C M/CS M/CS 2.5Y 7/44.7' 96„ 2.5Y 7/4 4.7' ACCESS COVERS TO FIN. GRADE C M/CS 2.5Y 7/4 4.7' VIF L CRILL LAST OR'FICE C` BOiOV SONE EL. 114 PUMP INSTALLATION 6" MPELLERRDIAME ER 3.0 HP 3 PHASE, 230 VOLT 1. 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 ALL PUMPING EQUIPMENT FOR APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER CONFIGURATION FOR FOR THE PUMP(S) IS AVAILABLE AT THE SITE. 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED WITHIN A DESIGNATED UNIT IN AN ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND LOCAL CODES AND REGULATIONS. THE PUMPS SHALL OPERATE ALTERNATELY SO THAT EACH OPERATION APPLIES THE PROPER DOSE TO THE SOIL ABSORPTION SYSTEM. PUMPS SHALL BE PROVIDED WITH A LOW LEVEL OVERRIDE AND REDUNDANT LOW LEVEL ALARM SET SUCH THAT THE PUMPS REMAIN SUBMERGED. PUMPS SHALL OPERATE FOLLOWING SEQUENCE: a. PUMPS OFF b. LEAD PUMP ON c. ALARM ON AND LAG PUMP ON (TWO PUMPS OPERATE OR ALTERNATE PUMP SUBSTMUTES FOR FAILED PUMP) J. PUMPS MUST ALTERNATE 3. PROVIDE RUN TIME METERS AND EVENT COUNTERS IN PANEL. a. PROVIDE SEPARATE ELECTRICAL METER FOR FAST/PUMP CHAMBER. 4. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER. THE ALARM SHALL CONSIST OF A RED WARNING LIGHT AND AUDIBLE SIGNAL WITH PRESS TO SILENCE SWITCH. THE ALARM SHALL SIGNAL A LOW WATER CONDITION (PUMPS NOT SUBMERGED) AND A HIGH WATER LEVEL CAUSED BY PUMP FAILURE. ELECTRIC PERMIT REQUIRED. NOTES 1. DATUM IS NGVD29 2. MUNICIPAL WATER IS EXISTING (REDO) 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-2 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT .TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC WHERE NOT SPECIFIED. PRESSURE DOSING PIPE- SEE PLAN. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. INSTA_LER TO COORDINATE INSPECTIONS 5. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 24 HR. NCTCE REQUIRED. CLEAN WATER TESTING PRIOR TO CERTIFICATE OF COMPLIANCE BEING ISSUED. REMOVED 5' BENEATH AND AROUND THE PROPOSED 6. INSPECTIONS REQUIRED PER TITLE 5 0 3 MONTH INTERVALS. LEACHING FACILITY. NS P E C TI 0 N S. 72. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED -WHERE INTERFERES WITH PROPOSED FIELD AND - - THE YARMC'JTH BOARD OF HEALTH SHALL REQUIRE.THE FOLLOWING INSPECTIONS: �� OVERDIG, REMOVE ALL OLD COMPONENTS PER T5 CODE. 1. INSPECTION OF UNSUITABLE MATERIAL (IF ANY). 2. VERIFICATION OF SOIL CONDITIONS AND/OR GROUNDWATER ELEVATION (IF NECESSARY) 3. VERIFICATION OF CESSPOOL/LEACH PIT REMOVAL OR ABANDONMENT (IF NECESSARY) 4. INSPECTION OF CONTAINMENT WALL OR FLOW BARRIER INSTALLATION (IF ANY) 5. INSPECTION OF THE 3/4 - 1 1/2 INCH STONE PRIOR TO PLACEMENT 6. FINAL INSPECTION OF ALL COMPONENTS PRIOR TO BACKFILLING 7. FINAL GRADING INSPECTION 8. INSPECTION OF THE START-UP OF INNOVATIVE/ALTERNATIVE TECHNOLOGY (IF ANY) WITH VENDOR REPRESENTATIVE 9. OWNERS ENGINEER TO INSPECT THE DOUBLE WASHED STONE TO ENSURE IT IS FREE OF DUST AND FINES. 10. ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. 11. PROPER FUNCTION•NG CF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR, TO BACKFILLING THE SAS FIELD. 72. CERTIFIED AS -BUILT PLAN WITH INVERT ELEVATIONS AND FIELD LOCATION IS TO BE PREPARED FOR THE TOWN BY THE OWNERS ENGINEER. �! ALUMINUM HATCH I 0Y40"X30" OPENING HATCH TO BE SET IN PRECAST REINFORCED CONCRETE RISER BRACE 4'SCH80 PVC PIPE INSIDE PUMP CHAMBER AS REQ. FEMALE ADAPTOR & THREADED PLUG SCH 40 PVC (TYP. BOTH ENDSy I11 1 1 ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO OR EQUAL COVER SHALL HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS PLAN VIEW/ AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE A LOCK DESIGN LOADING: AASHTO HS -20 THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM. ACME PRECAST OR SHOREY PRECAST OR EQUAL. RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME. CONTRACTOR TO VERIFY THAT ALL SEPTIC TANKS TO LEACHING SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. AND THE PUMP CHAMBER ARE 100% WATER TIGHT. HATCH TO BE SIT IN A CUSTOM POURED PRECAST CONCRETE BASE. ALLOW FOR ATTACHMENT OF ENGINEER TO INSPECT 24 HR LEAK TEST PUMP PAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE. WRAP REBAR CON71NUOUS AROUND HATCH FRAM' TO RESIST LATERAL LOADS FROM TRAFFIC OVER HATCH. ALL HARDWARE INSIDE PUMP CHAMBER TO BE STAINLESS STEEL. ALUMINUM HATCH 40" X 30" RIM ELEV. 9.9t V.I.F. 1.9' 120" u 3_0 126„ I STAINLESS STEEL BILSET I PRE ST EQUAL 1.7' LIFTING CHAINS SET IN PRECAST REINFORCED CONCRETE RISER GALVANIZED CHAINS WILL BE WITH (4) #4'S CONTINUOUS AROUND MIN. BUOYANCY CALCS: REJECTED BY OWNERS ENGINEER. H-20 LOW PROF. 7000 GAL. ST WEIGHS 71,460 LBS NOTE: SEPTIC SYSTEM COMPONENTS ARE IN 6.12' x 17 x 10 X 62.4 = 64,956 LBS UP (OK) GROUNDWATER SHORING OF - EXCAVATION/DEWATERING MAY BE REQUIRED. H-20 3000 GAL. ST WEIGHS 36,000 LBS RESPONSIBILITY OF CONTRACTOR TO MAINTAIN - 1.4' x 17 x 7 x 62.4 = 10,396 LBS UP (OK) PUBLIC AND BUILDING SAFETY. H-20 LOW PROF. 5000 GAL. PC WEIGHS 60,920 LBS 3.73 x 17 x 10 x 62.4 = 39,568 LBS UP (OK) ACCESS COVERS TO FIN. GRADE MINIMUM .75' OF COVER OVER PRECAST 10.0' MINIMUM .75' OF COVER OVER PRECAST PRECAST H-20 '.'• •:•: RISERS (TYP.) PRECAST H-20 2'0 2" RECYCLE LINE FROM P/C TEE END COORDINATE WITH FAST 24" TEE INLETS FROM SEWERS •63' GAS BAFFLE _ _ - , O O O 0 0 0 O O O O O O O O O O 0 0 O O O O NOTE: CONTRACTOR TO VERIFY 0000000000000000000000 ALL PIPES CAN BE CONNECTED . r. 4. 30" TEE 24" TEE GAS BAFFLE 30 L.r N 24" I.D. PRECAST. CONIC, RISER IF REQ. /4'0 PRECAST DONUT 1" OVER FIELD Ld O 0 O O o'0'0 O 0 0 O 0000000000000000000000 O O O O O O O O O O 0 7000 GAL. ST1 PROPOSED 5000 GAL. ST2 INVERT H-20 LOW co H-20 LOW PROFILE ELEV.'S VARY Q_- ISLAND RD -1 LEACHING FIELD VERIFY IN FIELD OGT PRIOR TO ANY CONSTRUCT1oN FOUNDATION- , 196 SEPTIC TANK 2' SEPTIC TANK 3' r�� O (LONGEST RUN) L 0 CUS�2e _ PUMP OUT WELL MILL �P J TO SAND AT BOTTOM FIELD CREEK < 10 INSPECTION PORT DETAIL NOT TO SCALE O LOCUS MAP SCALE 1"= 1000' BRACE 4'SCH80 PVC PIPE INSIDE PUMP CHAMBER AS REQ. FEMALE ADAPTOR & THREADED PLUG SCH 40 PVC (TYP. BOTH ENDSy I11 1 1 ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO OR EQUAL COVER SHALL HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING CONCRETE MINIMUM STRENGTH: 5000 PSI AT 28 DAYS PLAN VIEW/ AND HAVE A HINGED COVER OF NON-SKID PATTERN. HINGED COVER SHALL HAVE STEEL REINFORCEMENT: ASTM -AS -615 GRADE 60 A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE A LOCK DESIGN LOADING: AASHTO HS -20 THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER TO BE OF ALUMINUM. ACME PRECAST OR SHOREY PRECAST OR EQUAL. RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH COVER FRAME. CONTRACTOR TO VERIFY THAT ALL SEPTIC TANKS TO LEACHING SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. AND THE PUMP CHAMBER ARE 100% WATER TIGHT. HATCH TO BE SIT IN A CUSTOM POURED PRECAST CONCRETE BASE. ALLOW FOR ATTACHMENT OF ENGINEER TO INSPECT 24 HR LEAK TEST PUMP PAIL SUPPORT TO FRAME OF HATCH WHEN POURING CONCRETE. WRAP REBAR CON71NUOUS AROUND HATCH FRAM' TO RESIST LATERAL LOADS FROM TRAFFIC OVER HATCH. ALL HARDWARE INSIDE PUMP CHAMBER TO BE STAINLESS STEEL. ALUMINUM HATCH 40" X 30" RIM ELEV. 9.9t V.I.F. 1.9' 120" u 3_0 126„ I STAINLESS STEEL BILSET I PRE ST EQUAL 1.7' LIFTING CHAINS SET IN PRECAST REINFORCED CONCRETE RISER GALVANIZED CHAINS WILL BE WITH (4) #4'S CONTINUOUS AROUND MIN. BUOYANCY CALCS: REJECTED BY OWNERS ENGINEER. H-20 LOW PROF. 7000 GAL. ST WEIGHS 71,460 LBS NOTE: SEPTIC SYSTEM COMPONENTS ARE IN 6.12' x 17 x 10 X 62.4 = 64,956 LBS UP (OK) GROUNDWATER SHORING OF - EXCAVATION/DEWATERING MAY BE REQUIRED. H-20 3000 GAL. ST WEIGHS 36,000 LBS RESPONSIBILITY OF CONTRACTOR TO MAINTAIN - 1.4' x 17 x 7 x 62.4 = 10,396 LBS UP (OK) PUBLIC AND BUILDING SAFETY. H-20 LOW PROF. 5000 GAL. PC WEIGHS 60,920 LBS 3.73 x 17 x 10 x 62.4 = 39,568 LBS UP (OK) ACCESS COVERS TO FIN. GRADE MINIMUM .75' OF COVER OVER PRECAST 10.0' MINIMUM .75' OF COVER OVER PRECAST PRECAST H-20 '.'• •:•: RISERS (TYP.) PRECAST H-20 2'0 2" RECYCLE LINE FROM P/C TEE END COORDINATE WITH FAST 24" TEE INLETS FROM SEWERS •63' GAS BAFFLE _ _ - , O O O 0 0 0 O O O O O O O O O O 0 0 O O O O NOTE: CONTRACTOR TO VERIFY 0000000000000000000000 ALL PIPES CAN BE CONNECTED . r. 4. 30" TEE 24" TEE GAS BAFFLE 30 7. 24" I.D. PRECAST. CONIC, RISER IF REQ. /4'0 PRECAST DONUT 1" OVER FIELD Ld O 0 O O o'0'0 O 0 0 O 0000000000000000000000 O O O O O O O O O O 0 RISERS (TYP.) 2'9 WASTE R (MIN. 3" ABOVE 36' OUTLET) BY GRAM il' TO ELEVATIONS LISTED 6 CRUSHED STONE OR MECHANICAL 4. PRIOR TO SETTING ANY TANKS. 30 COMPACTION. (15.221 [2]) 24" I.D. PRECAST. CONIC, RISER IF REQ. /4'0 PRECAST DONUT 1" OVER FIELD Ld PROPOSED 7000 GAL. ST1 PROPOSED 5000 GAL. ST2 INVERT H-20 LOW PROFILE H-20 LOW PROFILE ELEV.'S VARY SEE PLAN 20 LEACHING FIELD VERIFY IN FIELD PRIOR TO ANY CONSTRUCT1oN FOUNDATION- , 196 SEPTIC TANK 2' SEPTIC TANK 3' LI (LONGEST RUN) (--!-% SLOPE) ELECTRIC - SAWCUT & MATCH PAVEMENT PANELS FOR PUMPS L, 5� MIN. IN BUILDING NEAR EXIST. PANELS. CONTRACTOR TO PROVIDE INSPECTION PORT TO GRADE PROVIDE ALL REQUIRED 9„ REMOTE CONDUITS AND CABLES. H-20 CAST IRON COVER BLOWER ELECTRIC PERMIT REQ. ALL SYSTEM COMPONENTS SHALL BE PER LOCATION FROM TOWN. 40" X 30" H-20 ALUMINUM HATCH MARKED WITH MAGNETIC TAPE OR PITCH OWNER VERIFY INVERTS IN FIELD - COMPARABLE MEANS FOR FUTURE LOCATION. .005 M PRIOR TO ANY CONSTRUCTION 2% SLOPE REQUIRED OVER SYSTEM P NG 10.0' SCH80 PV E❑ 4" SCHSO PRESSURE LINE J Of w .n LEACHING FIELD 0 E PLAN VIEW W PIPING DETAIL U NOT TO SCALE 0 I 4"m SCH40 PVC MANIFOLD PIT/ \y -y A PITCH .005 FT FT MIN. .005 FT FT MIN. I I 4" TO PUMP PIT I� 5.00' l a 0 > d II I 0 a U N INSPECTION PORT SEE DETAIL ELEVATIONS VARY OVER NEW LEACHING, APPROX. EL. 13.0 - 13.8 \ SAWCUT AND PATCH, MATCH EXISTING GRADES TOP FABRIC EL. 12.03 SEE PAVEMENT SECTION NOTE: FLAT GRADES, CAREFUL GRADING REQUIRED. Ut 0 CLEANOUTS SEE DETAILS TREATED WATER OUTL JP INVERT OF 2.0" LATERALS LEVEL AT EL 11.9' \ / INV. 8.05' 4" CENTRAL FED MANIFOLD \ RESERVE 2986+ GAL ELEV. 9.7-11.0 11.Of PITCH TO DRAIN BACK TO P/C 4 �0 FLOAT SWITCH VALVED CONNECTOR V.I.F. BOTTOM STONE EL. 11.4' BOTTOM STONE EL 11.4' lO" TEE usE 8.08 SETTINGS: BETWEEN PUMP LINES H-20 INTERNAL , - 5000 GAL P C I 5 BALL VALVES MOUNT TANK .rut. ALARM ON / IN H CONFIGURATION ON BOTTOM OF REMOVAL TO ELEV. 9.7-11.0 SEE LOGS, DEPTH MAY o- CENTER VALVE NORMALLY CLOSED VARY WITH THE ORIGINAL GROUND SURFACE ELEVATION. PUMP ON 6" E� liy"Ie m:a u-311OLGX, Ovo-n- ENGINEER TO INSPECT SOIL REMOVAL. USE ADJUSTED GROUNDWATER EL. 6.4 n RUBBER BOOTS INLET 8" WORKING 8' AND OUTLET o- ADJ. GW 0 6.4 C' 1' GH�1c VALVES REPLACE WITH CLEAN MEDIUM SAND 310CMR 15.255 (3). 1 7 ADJ RANGE �L. QUOTE ADDITIONAL MATERIAL REMOVE AND REPLACE AT COST PER CUBIC YARD IN CASE REQUIRED. gig=g gogagoggggggggg gggggggg ego %gggggg=C(o PUMP OFF 25„ OBS. GW 0 4.7 3.0 "MICROFAST°WITHIN°.. 6' CRUSH STONE (MAY BE LOWER AT TANKS DUE OBSERVED GROUNDWATER EL. 4.7- NOTE- CLOSE TO TIDALLY INFLUENCED, BUT FULL ADJUSTMENT USED H-20 FAST CHAMBER OR MECHANICAL TO PROXIMITY TO TIDAL WATER) (MIN. 3000 GAL. SIZE) COMPACnON. (15.221 (21) / °o B �° o d'o $°o a ° $ °Oo $ a b°o a ° o EL. 2.67 V.I.F. 5' REMOVAL OF UNSUITABLE SOILS REQUIRED. WATERPROOF/WATERTIGHT - / V.I.F. REMOVE TO THE BOTTOM OF THE UNSUITABLE LAYER SHOWN 6" CRUSHED STONE OR MECHANICALPROPOSED 5000 GAL. P/C ON TEST HOLE LOGS. THE DEPTH OF FILL AND �� ,Q�, ��j COMPACTION. (15.221 [2]) H-20 LOW PROFILE UNSUITABLE MATERIAL MAY VARY, ENGINEER TO LEACHING INSPECT AND CERTIFY THE REMOVAL. NI�LG Illim MICROFAST TANK 3' PUMP 315' QUOTE ADDITIONAL REMOVE/REPLACE AT COST FACILITY PER CUBIC YARD IN CASE REQUIRED. (--L-7 SLOPE) IN SYSTEM PROFILE MANHOLE COVER SEE DETAIL (NOT TO SCALE) MORTAR ALL COMPONENTS (TYP) DCE #02-250 CURVE I o D 400 CAPACITY - GPM PUMP CURVE FOR .EFFLUENT PUMPS WEST YARMOUTH MA 7 PREPARED FOR CHARLES WHITE MANAGEMENT 0 �q �a� s 1 , F N r, q �v `'ALJ L\n\Vi° off 508-362-4541 r ( fax 508-362-9880 _ 1 s downcope.com v Lr>: Lo. yF s, I °aT r` down cape engineering, Inc. civil engineers /and surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E. P.L.S. YARMOUTHPORT MA 02675 DATE: SEPTEMBER 18, 2012 REVISED: NOVEMBER 29, 2012 REVISED: DECEMBER 17, 2012 (WILL, NATIVE PLANTINGS PER CONCOM APPROVAL) REVISED: FEBRUARY 28, 2013 (HEALTH COMMENTS) REVISED: MARCH 29, 2013 (PB COMMENTS) REVISED: APRIL 8, 2014 (LOT 1) SHEET 4. OF 30 24" I.D. PRECAST. CONIC, RISER IF REQ. /4'0 PRECAST DONUT 1" OVER FIELD Ld 2014.DING /4" THICK 4000 PSI CONC. W/WWF LLJ 18"o OBSERVATION HOLE IN CTR. Z 20 LEACHING FIELD O Q LI 12" PERF. HDPE _ PUMP OUT WELL J TO SAND AT BOTTOM FIELD < 10 INSPECTION PORT DETAIL NOT TO SCALE O DCE #02-250 CURVE I o D 400 CAPACITY - GPM PUMP CURVE FOR .EFFLUENT PUMPS WEST YARMOUTH MA 7 PREPARED FOR CHARLES WHITE MANAGEMENT 0 �q �a� s 1 , F N r, q �v `'ALJ L\n\Vi° off 508-362-4541 r ( fax 508-362-9880 _ 1 s downcope.com v Lr>: Lo. yF s, I °aT r` down cape engineering, Inc. civil engineers /and surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E. P.L.S. YARMOUTHPORT MA 02675 DATE: SEPTEMBER 18, 2012 REVISED: NOVEMBER 29, 2012 REVISED: DECEMBER 17, 2012 (WILL, NATIVE PLANTINGS PER CONCOM APPROVAL) REVISED: FEBRUARY 28, 2013 (HEALTH COMMENTS) REVISED: MARCH 29, 2013 (PB COMMENTS) REVISED: APRIL 8, 2014 (LOT 1) SHEET 4. OF 5 02-256 CHS WHT 2014.DING