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HomeMy WebLinkAboutEngineered Plans - Rev. 2017SLAB EL. 47.55 4"SCH40 PVC 4 d_ d• .r EXISTING 1500 GAL. GREASE TRAP EXISTING 4500 GAL. SEPTIC TANK 2. *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZES AS UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS LISTED, H-20 RATED AND THEIR SUITABILITY FOR RE -USE. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM REPLACE WITH SEPTIC TANK(S) APPROPRIATE TO SITE CONDITIONS IF NOT SUITABLE. ELECTRIC EXISTING EXISTING EXISTING -PANELS .FOR GREASE TRAP EXIST. SEPTIC TANK EXIST. . SEPTIC TANK 7z ;zPUMPS ON BUILDING NEMA 5 ENCL. CONTRACTOR TO PROVIDE ALL REQUIRED CONDUITS AND CABLES. H-20 CAST IRON COVER ELECTRIC PERMIT REQ. 5' MIN. FROM TOWN. 40" X 30" H-20 ALL SYSTEM COMPONENTS SHALL BE ALUMINUM HATCH BY BILCO MARKED WITH MAGNETIC TAPE OR VERIFY INVERTS IN FIELD COMPARABLE MEANS FOR FUTURE LOCATION. PRIOR TO ANY 2% SLOPE REQUIRED OVER SYSTEM 3 CONSTRUCTION / 47.0'L / 4" SCH40 PRESSURE LINE TO MANIFOLD PITCH 0 � M N. / INV. 39.74' FLOAT SWITCH SETTINGS: ALARM ON PUMP ON 6" 12" WORKING 12>' RANGE PUMP OFF 25" MSN 005 ' INV. 39.4' Pct P� PUMPS WYE TOGETHER IN S\OPE PUMP CHAMBER. PROVIDE BALL VALVES OVER CHECK VALVES SO A CHECK VALVE CAN BE REMOVED FOR REPAIR WHILE OTHER PUMP OPERATES Y4 WEEP HOLES OVER CHECK VALVES (2) 5:HP 4"0 MEYERS SYSTEM PROFILE Q�° o a �a ora ora °oo a Q�°Oona o a o a °oo PUMPS OR APPROVED EQUAL (NOT. TO SCALE) 6" CRUSHED STONE, OR MECHANICAL COMPACTION. (15.221 [21) SEPTIC TANK - 2' PUMP CHAMBER 160' LEACHING FIELD ( 2 % SLOPE) ROUTE 6A SYSTEM DESIGN: VARIABLE WIDTH STATE HIGHWAY GRANITE CURB 1 BEDROOM © 110 GPD = 110 GPD s/w 70.15' ASPHALT SIDEWALK 80 SEATS ® 35 GPD/SEAT = 2,800 GPD Sr - µ* TOTAL DESIGN FLOW ESTIMATE= 2,910 GPD i �OHC �s GREASE TRAP: ROOF O.H. I 80 SEATS ® 15 GPD/SEAT = 1,200 GPD OVER DECK USE EXISTING 1500 GAL. GREASE TRAP I EXISTING BUILDING 159 RT. 6A SEPTIC TANK: 2,910 GPD (2) = 5,820 (FIRST COMPARTMENT) EXISTING BLDG. i "DESIGN WORKS" 2,910 GPD (1) = 2,910 (SECOND COMPARTMENT) 41 ANTIQUES I 5,820 + 2,910 = 8,730 GAL. REQUIRED I 3:1 INAHO 14 O USE EXISTING 4,500 AND 2,000 GAL. TANKS (FIRST COMPARTMENT) I USE EXISTING 2,000 GAL. TANK AND PROPOSED 14.8' I RESTAURANT 45 H-20 1,000 SEPTIC TANK (SECOND COMPARTMENT) 0 0 FIRST FLOOR PUMP: PROPOSED H-20 6,000 GAL. PUMP CHAMBER ELEV. = 52.48 WITH DUPLEX PUMP SYSTEM r ! i I 7.0' PRECAST H-20 RISERS (TYP.) d I - 2'0 .. I' 10" 1000 GAL H-20 14" y EXISTING 2000 39.97' TEE S PTIC TANK TEE ' GAL. SEPTIC TANK ; 40.01'* 9.78 i ZABEL FILTER (A100) 4' LIQ. LEV, L (ACME OR EQUAL) OUTLET TEE W/EXTENSION JOO O O O O O O O O O O O O O O O O O O O O�'t • 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o.;? •,O OOOOOOn000„O O O O O O O O O O O O O O 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) EXISTING - EXIST. SEPTIC TANK 2' 3EPTIC TANK -2' PUMP (-1-7. SLOPE) (__Z� SLOPE CHAMBER PROVIDE INSPECTION PORT TO 3RADE TOP FABRIC EL. 45.0 CLEANOUTS SEE DETAILS ELEVATIONS VARY OVER NEW LEACHING, APPROX. EL. 47.0-48.0 \ VENT (TYP.) \ 1 INVERT OF 2.0" LATERALS LEVEL AT EL. 44.83' BOTTOM STONE EL. 44.33' I W I I 7.7' I � Y Li.l U N o w I I CL Cj LL_ I x IL I lenjif. N v� I q I X x4' WALK w X X v I _ U) I I x I w I � s s I I I I x I w I I I I EX ST. AS HALT ARKI G I 0 LU d I U w w I Li I I I w I I I I � I I ® I I I w I I I I I j 41 I I I I I I I I I C I I I I w I I I I I I CAUTION: AS IN AREA ST.I GRE) 4° LEACHING: 2,910 GPD (.74) = 3,933 SF REQUIRED 81.0'X49'=3,969 SF OK 3,950 SF X .74 = 2,937 GPD OK USE A 81' X 49' PRESSURE DOSED LEACHING FIELD WITH LATERALS SPACED 5' APART (SEE DETAIL) TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 4/12/17 PERC. RATE _ < 5 MIN/INCH UNSUITABLE CLASS I SOILS SOIL ELEV ELEV. 0,> 46.5' 0„ 4 49.0' 38" 96" 102' E ISTING 2000 GAL. SEPTIC T K I I ISTI 2000 GAL. SEPTIC TANK SIEVE 43 150" I I ; ❑ / I RE 0 IE AND REPLACE E) I I ( P KI G OVER TANKS AS 11 I I I 1 I I i I 48"0 OAK 51I SEPTIC LEACHING SYSTEM I I 460 1 �11 a (APPROXI LOCATION) NI S GRAVEL I PARKINGII 00 � I I I I I I I I I I B NCHMARK C NTER OF BA IN I i I E = 45.3' � I I I N I rn I i I 45 N I I I I sr9 I I � AQ C I VER EXISTING DRAIN PRIOR TO I NSTRUCTION OF SEPTIC SYSTEM TO, PREVENT SILT BUILD UP. REMOVE ON 46 M I SIT IS STABILIZED C) I `46.% I Qs 10_'I D MPSTER --- --TH - -- I I I � I sr I I I P. VEN 11 CH COAL FI(iTER AND BUGSCREEN (FIL P - EMENT BY CONR CTOR WITH OWNER CONSULTATION) LICE #01-078 [51 ] �- 52 LOT AREA 33,532± SQ. FT. 0.77± AC 69.15' J� EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR [,98-,41 RESERVE 2910+ GAL TH1 jhO e� e Rood `2%> H-20 6000 GAL SLOPE OF GROUND LOW PROFILE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SEPTIC TANK/ E:> - PUMP CHAMBER o- o- RUBBER BOOTS INLET O AND OUTLET Dennis Pond MSN 005 ' INV. 39.4' Pct P� PUMPS WYE TOGETHER IN S\OPE PUMP CHAMBER. PROVIDE BALL VALVES OVER CHECK VALVES SO A CHECK VALVE CAN BE REMOVED FOR REPAIR WHILE OTHER PUMP OPERATES Y4 WEEP HOLES OVER CHECK VALVES (2) 5:HP 4"0 MEYERS SYSTEM PROFILE Q�° o a �a ora ora °oo a Q�°Oona o a o a °oo PUMPS OR APPROVED EQUAL (NOT. TO SCALE) 6" CRUSHED STONE, OR MECHANICAL COMPACTION. (15.221 [21) SEPTIC TANK - 2' PUMP CHAMBER 160' LEACHING FIELD ( 2 % SLOPE) ROUTE 6A SYSTEM DESIGN: VARIABLE WIDTH STATE HIGHWAY GRANITE CURB 1 BEDROOM © 110 GPD = 110 GPD s/w 70.15' ASPHALT SIDEWALK 80 SEATS ® 35 GPD/SEAT = 2,800 GPD Sr - µ* TOTAL DESIGN FLOW ESTIMATE= 2,910 GPD i �OHC �s GREASE TRAP: ROOF O.H. I 80 SEATS ® 15 GPD/SEAT = 1,200 GPD OVER DECK USE EXISTING 1500 GAL. GREASE TRAP I EXISTING BUILDING 159 RT. 6A SEPTIC TANK: 2,910 GPD (2) = 5,820 (FIRST COMPARTMENT) EXISTING BLDG. i "DESIGN WORKS" 2,910 GPD (1) = 2,910 (SECOND COMPARTMENT) 41 ANTIQUES I 5,820 + 2,910 = 8,730 GAL. REQUIRED I 3:1 INAHO 14 O USE EXISTING 4,500 AND 2,000 GAL. TANKS (FIRST COMPARTMENT) I USE EXISTING 2,000 GAL. TANK AND PROPOSED 14.8' I RESTAURANT 45 H-20 1,000 SEPTIC TANK (SECOND COMPARTMENT) 0 0 FIRST FLOOR PUMP: PROPOSED H-20 6,000 GAL. PUMP CHAMBER ELEV. = 52.48 WITH DUPLEX PUMP SYSTEM r ! i I 7.0' PRECAST H-20 RISERS (TYP.) d I - 2'0 .. I' 10" 1000 GAL H-20 14" y EXISTING 2000 39.97' TEE S PTIC TANK TEE ' GAL. SEPTIC TANK ; 40.01'* 9.78 i ZABEL FILTER (A100) 4' LIQ. LEV, L (ACME OR EQUAL) OUTLET TEE W/EXTENSION JOO O O O O O O O O O O O O O O O O O O O O�'t • 0 0 0 0 0 0 0 0 O O O O O O O O O O O O O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o.;? •,O OOOOOOn000„O O O O O O O O O O O O O O 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) EXISTING - EXIST. SEPTIC TANK 2' 3EPTIC TANK -2' PUMP (-1-7. SLOPE) (__Z� SLOPE CHAMBER PROVIDE INSPECTION PORT TO 3RADE TOP FABRIC EL. 45.0 CLEANOUTS SEE DETAILS ELEVATIONS VARY OVER NEW LEACHING, APPROX. EL. 47.0-48.0 \ VENT (TYP.) \ 1 INVERT OF 2.0" LATERALS LEVEL AT EL. 44.83' BOTTOM STONE EL. 44.33' I W I I 7.7' I � Y Li.l U N o w I I CL Cj LL_ I x IL I lenjif. N v� I q I X x4' WALK w X X v I _ U) I I x I w I � s s I I I I x I w I I I I EX ST. AS HALT ARKI G I 0 LU d I U w w I Li I I I w I I I I � I I ® I I I w I I I I I j 41 I I I I I I I I I C I I I I w I I I I I I CAUTION: AS IN AREA ST.I GRE) 4° LEACHING: 2,910 GPD (.74) = 3,933 SF REQUIRED 81.0'X49'=3,969 SF OK 3,950 SF X .74 = 2,937 GPD OK USE A 81' X 49' PRESSURE DOSED LEACHING FIELD WITH LATERALS SPACED 5' APART (SEE DETAIL) TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 WITNESS: AMY VON HONE, RS DATE: 4/12/17 PERC. RATE _ < 5 MIN/INCH UNSUITABLE CLASS I SOILS SOIL ELEV ELEV. 0,> 46.5' 0„ 4 49.0' 38" 96" 102' E ISTING 2000 GAL. SEPTIC T K I I ISTI 2000 GAL. SEPTIC TANK SIEVE 43 150" I I ; ❑ / I RE 0 IE AND REPLACE E) I I ( P KI G OVER TANKS AS 11 I I I 1 I I i I 48"0 OAK 51I SEPTIC LEACHING SYSTEM I I 460 1 �11 a (APPROXI LOCATION) NI S GRAVEL I PARKINGII 00 � I I I I I I I I I I B NCHMARK C NTER OF BA IN I i I E = 45.3' � I I I N I rn I i I 45 N I I I I sr9 I I � AQ C I VER EXISTING DRAIN PRIOR TO I NSTRUCTION OF SEPTIC SYSTEM TO, PREVENT SILT BUILD UP. REMOVE ON 46 M I SIT IS STABILIZED C) I `46.% I Qs 10_'I D MPSTER --- --TH - -- I I I � I sr I I I P. VEN 11 CH COAL FI(iTER AND BUGSCREEN (FIL P - EMENT BY CONR CTOR WITH OWNER CONSULTATION) LICE #01-078 [51 ] �- 52 LOT AREA 33,532± SQ. FT. 0.77± AC 69.15' J� 5'2EMOVAL OF UNSUITAB_LESOJ RE UIRED AROUND ILITYV ETER OCHLAYER.APLAAH DA EANAMEE^ / FI LL C1 FS W/ SILT 1OYR 6/4 C� /SiL 2.5Y 5/2 C3 M/CS POCKETS OF SiL 2.5Y 6/3 34.0' 168" 1 NO GROUNDWATER ENCOUNTERED ///A /LS 15" 10YR 4/3 B LS 38.5' �10YR 5/6 3 3" i i i i i 46.3' C 38.0 FS POCKETS OF SiL SIEVE IVI im 2.5Y 6/4 LEGEND - Scale: 1 EGEND X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR [,98-,41 PROPOSED SPOT EL. TH1 jhO e� e Rood `2%> TEST HOLE SLOPE OF GROUND UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING Locus � =� on O a Dennis Pond 01111 "1 EANOU 5'2EMOVAL OF UNSUITAB_LESOJ RE UIRED AROUND ILITYV ETER OCHLAYER.APLAAH DA EANAMEE^ / FI LL C1 FS W/ SILT 1OYR 6/4 C� /SiL 2.5Y 5/2 C3 M/CS POCKETS OF SiL 2.5Y 6/3 34.0' 168" 1 NO GROUNDWATER ENCOUNTERED ///A /LS 15" 10YR 4/3 B LS 38.5' �10YR 5/6 3 3" i i i i i 46.3' C 38.0 FS POCKETS OF SiL SIEVE IVI im 2.5Y 6/4 LEGEND - Scale: 1 EGEND X 99.1 EXIST. SPOT ELEV. -[99]- PROPOSED CONTOUR [,98-,41 PROPOSED SPOT EL. TH1 jhO e� e Rood `2%> TEST HOLE SLOPE OF GROUND UTILITY POLE FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING Scale:1 "= 20' J� 0 10 20 30 40 50 FEET 35.0' Yarmouth 1leAth Department ,OAp '7v D Name Date 0 00 76" CENTRAL FED MANIFOLD w 43.93± PITCH TO DRAIN BACK TO P/C BOTTOM STONE EL; 44.33' i NO GROUNDWATER ENCOU BOTTOM OF TH 1 EL. 34. LOCUS MAP SCALE 1 "=2b00'± ASSESSORS MAP 122 PARCEL 125 VARIANCE REQ ESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405 1b: PR POSED SEPTIC TANK AND PUMP CHAMBER TO BE > 3' BUT < 6' BELOW FINISH GRADE (H-20 PROVIDED) NOTES 1. DATUM IS NAjND 88 2. MUNICIPAL WTER ISXIE STING 3. MINIMUM PIP PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOAD NG FOR ALL PROPOSED PRECAST UNITS TO BE AASHO -2-0 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTI N DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.00 (TITLE 5.) 7. THIS PLAN I FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR L T LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SE 3TIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENT ' 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 (1-889-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMIVENCEMENT OF WORK. 11. ANY UNSUITNBLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACIL11TY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PIIIIUMPED AND FILLED WITH CLEAN SAND. 13. INSTALLER 0 CONFIRM MINIMUM SEPTIC TANK SIZES AS LISTED, H- 0 RATED, AND THEIR SUITABILITY FOR RE -USE. REPLACE WITH SEPTIC TANK(S) APPROPRIATE TO SITE CONDITION IF NOT SUITABLE. I i I I I i I SITE �TLE 5 P LAN it OF -157 R771 ' 1 " ' IUr" E E3 A %YARMOUT :: I. RT, MA PREPARED �OR DATE: MAY 2, 2017 REV: DECEMBER 5, 201 7 (NOTES/DETAILS) ,?,,1k4f �ZAOEMAS �� 9oyG„ moo= DANIEL yGm off 508-362-4541 DANIEL A. Vin' o A. I fax 508-362-9880 o OJALA OJALA I I downcope.com CIVIL Cn No. 40980 O ° No. 46502 P I town cape en ineeti!! inc. ��. 19��ESS�Oac� a I 81 civil engineers land surveyors 93 Main Street (Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. ; ARMOUTHPORT MA 02675 SHEET 1 OF 2 01-078 INAHO-GPS-4-4-17.DWG w 0 w o jhO e� e Rood Rte 6A O Q � 6 Locus � =� on O a Dennis Pond LOCUS MAP SCALE 1 "=2b00'± ASSESSORS MAP 122 PARCEL 125 VARIANCE REQ ESTED UNDER MAX. FEASIBLE COMPLIANCE 15.405 1b: PR POSED SEPTIC TANK AND PUMP CHAMBER TO BE > 3' BUT < 6' BELOW FINISH GRADE (H-20 PROVIDED) NOTES 1. DATUM IS NAjND 88 2. MUNICIPAL WTER ISXIE STING 3. MINIMUM PIP PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOAD NG FOR ALL PROPOSED PRECAST UNITS TO BE AASHO -2-0 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTI N DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.00 (TITLE 5.) 7. THIS PLAN I FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR L T LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SE 3TIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENT ' 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 (1-889-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMIVENCEMENT OF WORK. 11. ANY UNSUITNBLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACIL11TY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PIIIIUMPED AND FILLED WITH CLEAN SAND. 13. INSTALLER 0 CONFIRM MINIMUM SEPTIC TANK SIZES AS LISTED, H- 0 RATED, AND THEIR SUITABILITY FOR RE -USE. REPLACE WITH SEPTIC TANK(S) APPROPRIATE TO SITE CONDITION IF NOT SUITABLE. I i I I I i I SITE �TLE 5 P LAN it OF -157 R771 ' 1 " ' IUr" E E3 A %YARMOUT :: I. RT, MA PREPARED �OR DATE: MAY 2, 2017 REV: DECEMBER 5, 201 7 (NOTES/DETAILS) ,?,,1k4f �ZAOEMAS �� 9oyG„ moo= DANIEL yGm off 508-362-4541 DANIEL A. Vin' o A. I fax 508-362-9880 o OJALA OJALA I I downcope.com CIVIL Cn No. 40980 O ° No. 46502 P I town cape en ineeti!! inc. ��. 19��ESS�Oac� a I 81 civil engineers land surveyors 93 Main Street (Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. ; ARMOUTHPORT MA 02675 SHEET 1 OF 2 01-078 INAHO-GPS-4-4-17.DWG I MANHOLE COVER H-20 LEBARON OR EQUAL. MORTAR ALL COMPONENTS (TYP.) / 24" I.D. PRECAST CONC. RISER IF REQ. /4'0 PRECAST DONUT 1" OVER FIELD s� 4" THICK 4000 PSI CONC. W/WWF 18"0.OBSERVATION HOLE IN CTR. LEACHING FIELD ° ° :E 12" PERF. HDPE PUMP OUT WELL TO SAND AT BOTTOM FIELD INSPECTION PORT DETAIL. NOT TO SCALE 1/4"0 HOLE AT 5' O.C. ALTERNATE BETWEEN TOP & BOTTOM OF PIPE. EXACT DIAMETER HOLES SHOULD BE SHOP DRILLED WITH A DRILL PRESS TO ENSURE UNIFORMITY. REMOVE BURRS PRIOR TO PLACING PIPE. 2.0"0 SCH-40 PVC LATERAL CLEANOUT DETAIL: LeBARON CAST IRON LA0910 SEE PAVEMENT SECTION H-20 RATED FEMALE ADAPTOR & THREADED PLUG VALVE BOX TO SLEEVE TO ALLOW MOVEMENT GRADE AT EA. END. POURED CONCRETE DONUT REDUCER 3" TO 2.0" 4"0 PVC VENTS RUN 1.5 CU.FT.t OVER FIELD, UNDER 3" OR 2" TEE FILTER FABRIC PERF. DOWN _2.0"OSCH40PVC ° 90' ELECTICAL CONDUIT SWEEP 2.0"0SCH40 LATERAL INV. LEVEL _ 00� RISER HEIGHT VARIES 4" PVC TO PUMP PIT SCH40 PVC >I 4"SCH 40 PVC MANIFOLD / TEE 4"X3\ 1/4" ORIFICE IN LATERAL o OR 4"X2" 60" O.C. WITH SHIELDS (TYP.) SEE PLAN FOR LOCATIONS SIDE ELEVATION VIEW PIPING DETAIL NOT TO SCALE INSPECTIONS: THE YARMOUTH BOARD OF HEALTH SHALL REQUIRE THE FOLLOWING INSPECTIONS: 1. INSPECTION OF UNSUITABLE MATERIAL REMOVAL AND INSPECTION OF REPLACEMENT SAND. 2. VERIFICATION OF SOIL CONDITIONS AND/OR GROUNDWATER ELEVATION (IF NECESSARY) 3. VERIFICATION OF CESSPOOL/LEACH PIT REMOVAL OR ABANDONMENT 4. INSPECTION OF CONTAINMENT WALL OR FLOW BARRIER INSTALLATION 5. INSPECTION OF THE 3/4 — 1 1/2 INCH STONE PRIOR TO PLACEMENT 6. FINAL INSPECTION OF ALL COMPONENTS PRIOR TO BACKFILLING/CLEARWATER TEST 7. FINAL GRADING INSPECTION 8. ENGINEER TO INSPECT THE SHOP DRILLED ORIFICES TO ENSURE BURRS HAVE BEEN REMOVED FROM LATERALS. 9. PROPER FUNCTIONING OF THE PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING THE SAS FIELD. 10. INSTALLER TO COORDINATE INSPECTIONS. 24 HR. NOTICE REQUIRED. LATERALS 5' CENTER TO CENTER MIRAFI 140N FABRIC OVER STONE 1 00 00 0 0000000000000000000 }1 2" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00009 000000 0 0 0 0 0 0 0 0 0000 O O 0 0 0 0 0 0 0 0 0,00000,0000000: 0 0 '0- 000000 00000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, 0 0 0 0 $' 00000 0000000000000000000 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, o 0 0 0 000000 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0moo 0 0 0 0 0 0 0 0 0 0 0 0 0000000000000000 0, 0 0 0 0 0 0 0 0 0 6, 000000 0 0 0 0 0 0 0 0 0 0 0 000000000 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O, 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000 O00000aoo0a000000oo,ooa0000 0 0L00000 00000000 000000000000000000000000000000,000000000000000 000 0 0 0 0 0 000-0000000000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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. 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 FEMALE ADAPT, SCH (TYF DCE #01-078 \ DRILL LAST ORIFICE ON TOP BOTTOM STONE EL. LISTED SEE SOIL REMOVAL AND REPLACEMENT NOTES SHEET 1 0 00 LEACHING DETAIL 1 "=20' VIEW )ETAIL ;ALE zwq SNAP-ON l C SHIELD \ DRAINAGE SLOTS ORIFICE SHIELD OS200 ORENCO SYSTEMS INC PH. 1-800-348-9843 OR EQUAL. 2'-10" MAN UF. LeBARON, BROCKTON, MA MODEL: LK 110 LABEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS TYPICAL ACCESS (COVER SCALE: 3/4" = V -0"I I i PUMP CURVE FOR EFFLUENT PUMPS 40 I— W Lv L� Z 30 D Q w J Q 20 O F_ 0 0 200 400 I CAPACITY - GPM PUMP INSTALLATION 1. PRESSURE DOSING PUMPS SHALL BE MYERS 4WHV 5 -HP PUMPS OR EQUAL CAPABLE OF 300 GPM AT 28 FT TDH. THREE PHASE 220 VOLT PUMPS WITH " IMPELLERS. PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER SHALL PROVIDE THE DESIGN SHOP 6RAWINGS OF THE ALL PUMPING UIPMENT FOR APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER C NFIGURATION FOR FOR THE PUMP(S) IS AVAILABLE AT! THE SITE PRIOR TO ORDERING EQUIPMENT. 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED ON OUTSIDE WALL )R IN AN ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND - LOCAL CODES AND REGULATIONS. (THE PUMPS SHALL ALTERNATE. CHECK VALVES WITH BALL VALVES OVER PRIOR TO WYING THE 4" LIMIES TOGETHER. 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 I (TWO PUMPS OPERATE OR ALTERNATE PUMP SUBSTITIUTES FOR FAILED PUMP) d. PUMPS MUST ALTERNATE AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLEE IN THE PANEL. 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER.1 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 RE rIJIRED. 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. I i NOT TO SCALE 7'-0" EXTERNAL JUNCTION BOX. 4/10 HP MYERS SRM4 RECYCLE PUM POWER CORDS SHALL BE CONNECTED TO WATERTIGHT NEMA APPROVED CONNECTORS NOT LOCATED INSIDE THE PUMP CHAMBER. NOTE: PROVIDE SHUT OFF SWITCH TO BE VISIBLE FROM PUMP CHAMBER PER CODE. C� 9�PpTpi ALUMINUM HATCH p9 0 40"X30" OPENING (2) MYERS PUMPS ON MYERS �'p HATCH TO BE SET IN PRECAST STAINLESS STEEL RAIL MOUNT 9f' 2 REINFORCED CONCRETE RISER SYSTEMS SIDE—BY—SIDE IN 9�F` 40" X 30" BILCO H-20 HATCHLe PUMP RAIL AND DISCONNECT RACE 4"SCH80 PVC PIPE ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO OR EQUAL COVER SHALL NSIDE PUMP CHAMBER AS REQ. HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING AND HAVE AHINGED COVER OF NON—SKID PATTERN. HINGED COVER SHALL HAVE A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE APUMPS DISCHARGE LINES LOCK THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER WY TOGETHER IN PUMP TO BE OF ALUMINUM. RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH CH MBER. PROVIDE BALL VAL ES OVER CHECK VALVES COVER FRAME. SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. HATCH TO BE SIT IN A CUSTOM POURED PRECAST VA I SO A CHECK VALVE CAN BE CONCRETE BASE. ALLOW FOR ATTACHMENT OF PUMP RAIL SUPPORT TO FRAME OF REIVDVED FOR REPAIR WHILE HATCH WHEN POURING CONCRETE. WRAP REBAR CONTINUOUS AROUND HATCH I OT R PUMP OPERATES. FRAME TO RESIST LATERAL LOADS FROM TRAFFIC OVER HATCH. PLAN VIEW Y4" NEEP HOLES OVER ALL HARDWARE INSIDE PUMP j I TO LEACHING CH CK VALVES. CHAMBER TO BE STAINLESS STEEL. 4"SCH40 PVC PRESSUR PIPE STAINLESS STEEL PITCH BACK 0.005 FT/ NO LOW PTS. LIFTING CHAINS GALVANIZED CHAINS WILL BE ALUMINUM HATCH 40" X 30' REJECTED BY OWNERS ENGINEER. BILCO H-20 OR EQUAL SET IN PRECAST REINFORC D CONCRETE RISER WITH (4) #4'S CONTINUOUS AROUND MIN. _ I I j IE- I�:, 'Ai TO ACCOMPANY L E 5 ', P'Ili I OF 157 T E "A ARMT'OUT T� MA r PREPARED FOR INAH' u" F-11 E %'.3"T A U rm "ANT I DATE: MAY 2, 2017 REV:, DECEMBER 5, 2017 (N TES/DETAILS) off 508-362-4541 �ZH OF MASS:. �r1 OF M S fax 508-362-9880 downcape.com o DANIELA. G -V DQN1 L s ` ' A. a o OJALA io I � mown clpe engIaeerInginc. C) CIVIL � `" 6.)XLA �" 1 No. 46502 No. 40980 civil engineers 0 ST��0���° ��� ! FESS 0 land surveyors q sS'ONA� 939 Main Street ( Rte 6A) j,. YARMOUTHPOR T MA 02675 DATE DANIEL A. OJALA, P.E., P�L.S. SHEET 2 OF 2 01-078 INAHO—GPS-4-4-17.DWG SYSTEM CURVE MYERS 4WJV 5.0 HP 7" IMPELL R DIAMETER 28 LL ca PUMP CURVE o I i 0 0 200 400 I CAPACITY - GPM PUMP INSTALLATION 1. PRESSURE DOSING PUMPS SHALL BE MYERS 4WHV 5 -HP PUMPS OR EQUAL CAPABLE OF 300 GPM AT 28 FT TDH. THREE PHASE 220 VOLT PUMPS WITH " IMPELLERS. PUMPS SHALL BE INSTALLED IN STRICT CONFORMANCE WITH THE MANUFACTURERS SPECIFICATIONS. PRIOR TO ORDERING PUMPING EQUIPMENT AND THE INSTALLER SHALL PROVIDE THE DESIGN SHOP 6RAWINGS OF THE ALL PUMPING UIPMENT FOR APPROVAL. INSTALLER SHALL CONFIRM THAT THE REQUIRED POWER C NFIGURATION FOR FOR THE PUMP(S) IS AVAILABLE AT! THE SITE PRIOR TO ORDERING EQUIPMENT. 2. CONTROLS: PUMP CONTROLS SHALL BE LOCATED ON OUTSIDE WALL )R IN AN ACCESSIBLE AREA AND SHALL BE ENCLOSED AS REQUIRED TO MEET ALL STATE AND - LOCAL CODES AND REGULATIONS. (THE PUMPS SHALL ALTERNATE. CHECK VALVES WITH BALL VALVES OVER PRIOR TO WYING THE 4" LIMIES TOGETHER. 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 I (TWO PUMPS OPERATE OR ALTERNATE PUMP SUBSTITIUTES FOR FAILED PUMP) d. PUMPS MUST ALTERNATE AN ELAPSED TIME METER AND EVENT COUNTER SHALL BE INSTALLEE IN THE PANEL. 3. ALARM: PUMPS SHALL BE EQUIPPED WITH AN ALARM POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER.1 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 RE rIJIRED. 4. PROPER FUNCTION OF PUMPS, CONTROLS AND ALARMS SHALL BE DEMONSTRATED BY CLEAN WATER TESTING PRIOR TO BACKFILLING SAS FIELD. I i NOT TO SCALE 7'-0" EXTERNAL JUNCTION BOX. 4/10 HP MYERS SRM4 RECYCLE PUM POWER CORDS SHALL BE CONNECTED TO WATERTIGHT NEMA APPROVED CONNECTORS NOT LOCATED INSIDE THE PUMP CHAMBER. NOTE: PROVIDE SHUT OFF SWITCH TO BE VISIBLE FROM PUMP CHAMBER PER CODE. C� 9�PpTpi ALUMINUM HATCH p9 0 40"X30" OPENING (2) MYERS PUMPS ON MYERS �'p HATCH TO BE SET IN PRECAST STAINLESS STEEL RAIL MOUNT 9f' 2 REINFORCED CONCRETE RISER SYSTEMS SIDE—BY—SIDE IN 9�F` 40" X 30" BILCO H-20 HATCHLe PUMP RAIL AND DISCONNECT RACE 4"SCH80 PVC PIPE ALUMINUM HATCH 40" X 30" SPECIFICATIONS: BILCO OR EQUAL COVER SHALL NSIDE PUMP CHAMBER AS REQ. HAVE AN ANGLE FRAME WITH A 40" X 30" RECTANGULAR OPENING AND HAVE AHINGED COVER OF NON—SKID PATTERN. HINGED COVER SHALL HAVE A HOLD OPEN BAR THAT CAN BE LOCKED IN THE OPEN POSITION. COVER SHALL HAVE APUMPS DISCHARGE LINES LOCK THAT USES A KEY OR SPECIAL INSERT TO OPEN AND IS LOCKABLE. COVER WY TOGETHER IN PUMP TO BE OF ALUMINUM. RAIL GUIDE SUPPORT PLATE TO BOLT TO THE HATCH CH MBER. PROVIDE BALL VAL ES OVER CHECK VALVES COVER FRAME. SURFACE BELOW FRAME MUST BE SMOOTH AND NOT PROTRUDE INTO FRAME OPENING. HATCH TO BE SIT IN A CUSTOM POURED PRECAST VA I SO A CHECK VALVE CAN BE CONCRETE BASE. ALLOW FOR ATTACHMENT OF PUMP RAIL SUPPORT TO FRAME OF REIVDVED FOR REPAIR WHILE HATCH WHEN POURING CONCRETE. WRAP REBAR CONTINUOUS AROUND HATCH I OT R PUMP OPERATES. FRAME TO RESIST LATERAL LOADS FROM TRAFFIC OVER HATCH. PLAN VIEW Y4" NEEP HOLES OVER ALL HARDWARE INSIDE PUMP j I TO LEACHING CH CK VALVES. CHAMBER TO BE STAINLESS STEEL. 4"SCH40 PVC PRESSUR PIPE STAINLESS STEEL PITCH BACK 0.005 FT/ NO LOW PTS. LIFTING CHAINS GALVANIZED CHAINS WILL BE ALUMINUM HATCH 40" X 30' REJECTED BY OWNERS ENGINEER. BILCO H-20 OR EQUAL SET IN PRECAST REINFORC D CONCRETE RISER WITH (4) #4'S CONTINUOUS AROUND MIN. _ I I j IE- I�:, 'Ai TO ACCOMPANY L E 5 ', P'Ili I OF 157 T E "A ARMT'OUT T� MA r PREPARED FOR INAH' u" F-11 E %'.3"T A U rm "ANT I DATE: MAY 2, 2017 REV:, DECEMBER 5, 2017 (N TES/DETAILS) off 508-362-4541 �ZH OF MASS:. �r1 OF M S fax 508-362-9880 downcape.com o DANIELA. G -V DQN1 L s ` ' A. a o OJALA io I � mown clpe engIaeerInginc. C) CIVIL � `" 6.)XLA �" 1 No. 46502 No. 40980 civil engineers 0 ST��0���° ��� ! FESS 0 land surveyors q sS'ONA� 939 Main Street ( Rte 6A) j,. YARMOUTHPOR T MA 02675 DATE DANIEL A. OJALA, P.E., P�L.S. SHEET 2 OF 2 01-078 INAHO—GPS-4-4-17.DWG