HomeMy WebLinkAboutDesign - Plans - 534 BOSTON STREET 8/7/2007 DESIGN DATA N1F ANDOVER SPORTSMEN CLUB 1 a8 1 1
PERCOLATION RATE:15 MINANCH N62°19'34"E
SOIL CLASS:CLASS I! 1 a7
DESIGN FLOW:4 BEDROOMS x 110 GALLONS PER BEDROOM=440 GALLONS 80.00, SYSTEM PRQFI LE 1 1 6 (-4"SCH.40 PVC MANIFOLD
LOADING RATE:0.56 GALLONS PER SQ.FT. ft
SYSTEM SIZE REQUIRED:440 GALLONS PER DAY t 0.56=785.71 SQ,FT. TOP OF CHAMBER ELEV.112.00
SYSTEM SIZE PROVIDED USE QUICK4 STANDARD INFILTRATOR UNITS IN A LEACH BED CONFIGURATION DH FOUND 1 a� SCALE:1"=20'NOR.;1"=Z VERT.1 %
EFFECTIVE LEACH AREA PER LINEAL FOOT OF INFILTRATOR CHAMBER=4.72 SQ.FT. / 44'OF INFILTRATOR CHAMBER(11 UNITS PER ROW)
LINEAL FEET OF INFILTRATOR CHAMBER REQUIRED=785.71 So FT,14,72 SQ.FT.PER LIN.FT.=166,46 LINEAL FEET 534 BOSTON STREET (j
166.46 LINEAL FEET 14.00 LIN.FT.PER CHAMBER=41.62 CHAMBERS REQUIRED j/ )-INSPECTION PORT
USE 4 ROWS OF 11 CHAMBERS 44 FEET LONG EACH ROW=176 TOTAL LINEAL FEET OF CHAMBER ASSESSORS MAP 107D,LOT 81 1 a 5 1 14 It t t ( FINISH GRADE
=830.72 EFFECTIVE SO.FT.LEACH AREA 20"MIN.DIA.CAST IRON j ((
SEPTIC TANK REQUIRED:200%OF DAILY FLOW(440 GALLONS z 2=880 GALLONS) I.O4 AC. FRAME&COVER AT GRADE- t t CLEANOUT
SEPTIC TANK PROVIDED:"CLEAN SOLUTION"250 ST4 PRETREATMENT UNIT(2,100 GALLON) 1 a4 OVER PUMP ACCESS OPENING sas
PUMP CHAMBER PROVIDED:1000 GALLON MONOLITHIC PUMP CHAMBER 24"DIA.CAST IRON 113 -
MAGNETIC ( 12'MIN.
MARKING�1 36"MAX.
FRAME&COVERS AT GRADE \ TAPE{TYP.) 1 COVER
1 03 OVER ALL OPENINGS \ ` 1 1^ r f
LOCAL UPGRADE APPROVALS REQUIRED 112 1IJ \ ` /' L
1. REDUCTION IN SEPARATION DISTANCE BETWEEN THE ESHGW AND SEPTIC TANK!PUMP CHAMBER INVERTS FROM 12" 1 aZ SILL ELEV.102.65 ` \ Z / 111 3 +10 f ( 10 3
REQUIRED TO IS". -- -
\ G w i pp}} `i X_,SCH 40 PVC LATERAL1
101 O - INV.11167 BOTTOM OF BED
110
ELEv.111.00
SPECIAL DESIGN NOTE \ 100 EXISTING FOUNDATION \ i fi I
4J V INVERT ELEV.98.98-`, 1 a \\\ EXISTING GRADE
1. THIS DESIGN UTILIZES THE Bw HORIZON TO OBTAIN 24 INCHES OF PERVIOUS MATERIAL BELOW THE LEACH BED. \ T
Z THIS DESIGN UTILIZES A PRETREATMENT SYSTEM TO REDUCE THE DEPTH OF PERVIOUS MATERIAL FROM 48 INCHES REQUIRED 1,� �40 MIL IMPERVIOUS
f� LIMIT OF SAND BARRIER
TO 24 INCHES \ C�. j p fI {SEE CONST.NOTE#3) TOP ELEV.112.00
\ 1 a U //f/ "B"HORIZON TO REMAIN BOTTOM ELEV,108.00
7/
Nti BEAN - 98 \-2.5"SCH.40 PVC 1 U7 "
\ \\\ FORCE MAIN \_2.5"SCH.40 PVC ESHGW
\ 4"SCH.40 PVC ! ESHGW FORCE MAIN
PERCOLATION TEST - -----\ \ �7 s=°.D23 J 07.00 TP3)
\ 4"SCH.40 PVC 98.04
111' fNSPECTION LIMIT OF SAND S=0,025 1 as adjusted for slope
DATE: 5t8107 5-17-07 PORT(TY�) ((SEE CONST,NOTE#3) 22 2 i 101
HOLE# PTt PT2' \ 1 111 \ \112 MANIFOLD 4"SCR 40 PVC 96 I '` RO-VE _y
NfF PETERKIN& ,r, _ RD OF HEALTH
ELEV.OF PERC 104.80 109.37 a _1_t 0
DEPTH OF PERC. 33"f18, 18" ROBERTS Q•� PT2 % �_ 93 �
START PRE SOAK 928 120 N
END PRE SOAK 943 135
TIME @ 12" 9:43 135TAD \ l
TIME @ 9" 12:46 1:52 I _ 1 \ N W A
TIME Q 8° 2:39 �1 s a - , 1 ,` 1I 94 '"z--
TIME@a 7" 4:25 CLEANOUY _ \ /` \ i _ f
f 1000 GALLON MONOLITHIC { F f
TIME @ 6" - 226 d THE CLEAN SOLUTION ;`-
9 1 l PUMP CHAMBER
TIME{90-0") ABORTED AT 7" 32 MINUTES ��.�, \ 1 Q MODEL 254 ST 3(2100 GALLON) INLET ELEV.98.17 NOTE:
RATE MINANCH DUE TO RATE>90 MPI 15 MIN.I INCH 1, q4 113'�"' INLET ELEV 9&47
21' 40 MIL IMPERVIOUS BARRIER OUTLET ELEV.98.42 THE ELEVATION OF THE BOTTOM OF SAND IS TAKEN FROM THE TEST
OUTLET ELEV.98.22 NOTE:INVERTS REVERSED) PIT THAT IS CLOSEST TO THE PROPOSED SOIL ABSORPTION AREA.THE
PERCOLATION TESTS PERFORMED 6Y THOMAS K.HECTOR I i�� 112 BARRIER TOP ELEV-112.00
PT1 WITNESSED BY ARMAND PARRAZZO,MILL RIVER CONSULTING a i t 1 I� BARRIER BOTTOM ELEV.108.00 ACTUAL ELEVATION OF THE BOTTOM OF THE EXCAVATION PER
P72 WITNESSED BY RANDY BURLEY,MILL RIVER CONSULTING (� 110 g CONSTRUCTION NOTE#3 MAY VARY;AND SHALE BE ADJUSTED AS
NECESSARY DURING CONSTRUCTION.
-B HORIZON PERCOLATION TEST I o Q$� 108 -_
Q ?
107 107
106
106 2.5"SCH.40 PVC- EDGE OF LAWN
GENERAL NOTES FORCE MAIN I�
\ I SOIL LOG
1, SYSTEM NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER. I, _PrI_ APPROXIMATE LOCATION OF
2,SYSTEM SHALL BE MAINTAINED BY PUMPING EVERY TWO YEARS,EFFLUENT FILTER SHALL BE CLEANED EVERY 6 MONTHS. J �� Jr \ EXISTING LEACH BED
3, DEEP OBSERVATION HOLES TPt AND TP2 PERFORMED ON 5t8107 BY THOMAS K.HECTOR AND WITNESSED BY ARMAND [j
PARRAZZO,MILL RIVER CONSULTING. 'l�_ \l fJ ESHGW'103.00 TOP ELEV 105,50
DEEP OBSERVATION HOLES TIPS AND TP4 PERFORMED ON 5t17107 BY THOMAS K.HECTOR AND WITNESSED BY RANDY BURLEY, ( f \
MILL RIVER CONSULTING. EXISTING BURIED TP1 l
4.DWELLING LOCATION,TEST PIT LOCATIONS,AND TOPOGRAPHIC INFORMATION TAKEN FROM AN ON THE GROUND SURVEY _ f ELECTRIC LINE
PERFORMED BY NEW ENGLAND ENGINEERING SERVICES,INC.(NEES).. 102 f `
5.THERE ARE NO NIECES LESS THAN 177 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. / _ �� % DEPTH SOIL HORIZON SOIL TEXTURE SOtt.COLOR ;SOII,MOTTLING
JJ 1000 GALLON B'-0' 04 j
6.THERE ARE NO WETLANDS LESS THAN 100 FEET,NO TRIBUTARIES LESS THAN 325 FEET,NO RESERVOIRS LESS THAN 4GQ:FEET j �: �' MONOLITHIC 0'-e' A S L 10YR 22
AND NO DRAINS LESS THAN 50 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM.THIS DWELLING IS NOT SERVICED 1 :� J PUMP CHAMBER 8^-t5" Bi S l 10YR 3r4 @30-
BfA JhDAT70N DRAIN- f: \\ 15'-30° B2 SL 10YR a'6 75YR 5t8
7.THERE IS NO RESERVE AREA SHOWY ON THIS PLAN.:r A NEW SYSTEM IS NEEDED.'w THE -UKe,i r.E EXiST'VG SYSTEM StlAii '�` --__.. -.
BE REMOVED,AND A NEW ONE CONSTRUCTED IN THE SAME LOCATION. f i ERQSIQN CONTROL
"` �. ? SOIL STOCKPILE AREA WEEPING 5,
57AND.N 5
100
3Q'O6` G f'2 S L 2.Y,'Ste
8, NEES HAS BEEN RETAINED TO FURNISH DESIGN AND CONSTRUCTION PLANS FOR THIS SUBSURFACE DISPOSAL SYSTEM -�.�����` j \ \ �1 �^':^ -_ °G " G 1a
Y.1
EXCLUDING CONSTRUCTION SUPERVISION,NEES CERTIFIES THAT THIS PLAN CONFORMS TO THE RULES OF TIT= ?ElT "'�� ` .�\
I `. \ / S ESHGW 10
WHERE NOTED.NO GUARANTY OR WARRANTY,EXPRESSED OR IMPLIED;IS MADE TeTHE°C�t?IMATE USER WITH I Q6 TOP ELEV I04.13
RESPECT TO FUTURE SYSTEM FUNCTIONING. '
9. LOT LINES SHOWN ARE FOR THE USE OF INSTALLING THE SUBSURFACE DISPOSAL SYSTEM ONLY. 100'BUFFER ZONE
104 ST250 CLEAN SOLUTION TP2
10,DEED REFERENCE:BOOK 7094,PAGE 45,ESSEX NORTH REGISTRY OF DEEDS. 1 'PEER 20NE 1i t1 i PRETREATMENT TANK DEPTH SOIL HORIZON SOIL TEXTURE SOIL COLOR SOIL.MOTTLING
11.PLAN REFERENCE:PLAN#7316,ESSEX NORTH REGISTRY OF DEEDS. ( *- \ ! (2100 GALLONS) -
� � f R S L ' tOYR 2/2
r �8\ \ 4%12' Bt S L 10YR 314
CONSTRUCTION NOTES '' \ 4T,\ r3z e2 sL BYRare i 7. 58
1. SCOPE OF WORK.UPGRADE OF SUBSURFACE SEWAGE DISPOSAL SYSTEM INCLUDING THE FURNISHING OF ALL LABOR, j �S�\ \ \X\ p f"
MATERIALS,EQUIPMENT,AND OTHER INCIDENTALS NECESSARY TO SATISFACTORILY COMPLETE THE WORK AS SHOWN ON THIS _ �O ( fr 32•t t0' C GR 5 L 3 2.5Y Sfd 2.5Y 5a
'' `WEEPING�72` STANDING�t05"
PLAN IN ACCORDANCE WITH 310 CMR 15,00 STATE ENVIRONMENTAL CODE TITLE 5 AND THE MINIMUM REQUIREMENTS FOR THE j j \ \ \\1 �,1>!Iu I
INSTALLATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS IN THE TOWN OF NORTH ANDOVER.IN THE EVENT OF A BENCHMARK:SPIKE IN 30"PINE(9l ABOVE RADEI ,
f` TEST PITS 1&2 PERFORMED ON 518107 BY THOMAS HECTOR AND AITNESSED BY ARMAND PARRAZZO,MILL RIVER CONSULTING
CONFLICT,THE MORE RESTRICTIVE PROVISION SHALL APPLY. ELEV.100.00(ASSUMED;ATOM)
Z CONTRACTOR SHALL ENGAGE DESIGN ENGINEER TO PROVIDE AS-BUILT PLAN AND CERTIFICATION THAT CONSTRUCTION - "1
COMPLIES WITH THIS DESIGN PLAN.
3.TOPSOIL,INCLUDING THE EXISTING SAS AND OTHER UNSUITABLE MATERIAL SPECIFICALLY THE Oi AND A HORIZONS ONLY, \\\ t
EXTENDING 6INCHES INTO THE C LAYER SHALL BE REMOVED WITHIN A 5 FOOT HORIZONTAL DISTANCE FROM THE SOIL I' \'�.�' \`C pORCµ } APPROXIMATE LOCATION OF J r ESHGW 106.4b
ABSORPTION SYSTEM AND REPLACED WITH SAND MEETING THE GRADATION REQUIREMENTS OF TITLE 5,SECTION 15.255 i V \�EXISTING SEPTIC TANK TOP ELEV 108.9E
PARAGRAPH 3 AS REVISED ON OCTOBER 20,1995.TOP OF SAND SHALL BE AT THE SAME ELEVATION AS THE TOP OF i�' P TP3
Q
INFILTRATOR CHAMBERS.
4,FILL USED SHALL BE GLEAN AND FREE FROM LARGE STONES,CONSTRUCTION DEBRIS,STUMPS,OR OTHER DELETERIOUS 5U NO BUILD ZON �} '.LOCATE COMPRESSOR AND DEPTH i SOIL HORIZON SOII,TEXTURE SOIL COLOR SOIL MOTTLING
MATERIALS. CONTROLS IN BASEMENT
r0 Ol
5.UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCTION.LOCATIONS SHOWN ARE APPROXIMATE. \ �-� A ( S t ( tOYR 2,2
RELOCATION OF UTILITIES,IF REQUIRED IS PART OF THE INSTALLATION CONTRACT t 'tWCiGFONitiVt-iNG S L IOYR 416 �30`
fi.DISTURBED AREAS,INCLUDING THOSE DAMAGED BY VEHICLES AND EQUIPMENT ACCESSING SITE,SHALL BE FINISH GRADED AS 12s NGDISTURB ZONE- �xiSROpeg40265 t4"-30' 62 ! S L 10YR 4t6 7.5YR 5!S
SHOWN AND TOPPED WITH W INCHES OF TOPSOIL,RAKED FREE OF STONES,FERTILIZED,AND SEEDED,EXISTING TOPSOIL tp
�� gs a J \ j J N/F'BEAN �'-�' I C j GR S L 25Y 514 2 6Y Btt
SHALL REMAIN ON SITE. WEEPING @ 95' STANDING,9 9Y
7.TREES,BRUSH SHRUBS,AND OTHER VEGETATION SHALL BE CUT FLUSH TO THE GROUND.STUMPS SHALL BE REMOVED. ji a` \�\
CLEARED MATERIALS AND EXCESS SOILS MATERIALS SHALL BE DISPOSED OF OFF SITE. _��"� O f I� W \\\�g \\\`• ESHGW 106.87
8.BENCHMARK:SPIKE IN 30"PINE(12"ABOVE GRADE).ELEV.100.00(ASSUMED DATUM). TOP ELEV 104.37
9.FILL UNDER THE SEPTIC TANK AND PUMP CHAMBER SHALL BE PLACED IN 12"LIFTS AND MECHANICALLY COMPACTED. ' 44- �¢
10.EXISTING SEPTIC TANK SHALL BE PUMPED,CRUSHED,REMOVED,AND ABANDONED IN ACCORDANCE WITH 310 CMR 1?;_354. �\
11.PIPE PENETRATIONS IN FOUNDATION,SEPTIC TANK,AND PUMP CHAMBER SHALL BE SEALED WITH HYDRAULIC CEMENT. JJ \ DEPTH SOIL HORIZON SOII.TEXTURE SOIL COLORSOIL MOTTLING,
12.INTERIOR PLUMBING SHALL BE IN ACCORDANCE TO STATE PLUMBING CODE 248 CMR 200.SEWAGE FLOW,INCLUDING GRAY (r 92- ,l. �h` I \ Oi - -
WATER DISCHARGE SHALL BE CONNECTED TO NEW SYSTEM `j EXISTING WEB i J \ 0'-S' A ( S L tOYR 272
13.PIPING SHALL BE GLUED JOINT WATERTIGHT SCH.40 PVC LAID IN A STRAIGHT LINE AT A CONSISTENT GRADE ON A FINE 1 A7 - \ ,
COMPACT BASE. `� A6 ''=�\ \ \ �\ 1 6"1a" Bt 5 L tOYR 3/d �30'
14.CONTRACTOR MUST BE TRAINED AND CERTIFIED BY THE MANUFACTURER TO INSTALL INFILTRATOR SYSTEMS.CONTACT JIM EXISTING WELL 14-30 B2 S l 10YR 4t6 7.5YR 518
30°-102" C GR S L I 2.5Y 5t4 2 SY 611
HEALY AT(888)886-7704 FOR INFILTRATOR AND CERTIFICATION INFORMATION. �'� �� WEEPING 99IK NO STANDING WATER
WET�A?.D utie A5 t ',
15,IMPERVIOUS BARRIER SHALL BE MODEL#MBE40M AS MANUFACTURED BY MILLER ENVIRONMENTAL PRODUCTS,OR APPROVED _
_S;PITS 3&4 PERFORMED ON 5:'17t07 BY 7HOM:AS HECTOR AND WITNESSED BY RANDY BURLEY,MILL RIVER CONSULTING
EQUAL CONTACT L SHALL
Y MILLER(OF SINGLE
FOR PRODUCT EINFORMATION.STAKED
.� \ \ 1 f -\I�Q ail
16.EROSION CONTROL SHALL CONSIST OF A SINGLE ROW OF DOUBLE STAKED HAYBALES BACKED$Y SILTATION FENCE. �\ - \\
O CE -THAT N NL PROTECTION
I N A i PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DEPARTMENT OF
17.MAGNETIC MARKING TAPE SHALL BE PLACED 6"ABOVE PIPING AND SYSTEM COMPONENTS. l ENVIRONMENTAL ON N PROTECT,2 AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE
4 �� REQUIRED TRAINING,EXPERTS AND EXPERIENCE DESC711ED IN 310 CMR 15,017,
LEGEND : J \ �8 �1 DATE g,ft�O
�g \ {�3 \ 4"PVCo " IN'V.98,59-/- t\ \1 `` PROPOSED SUBSURFACE
PROPOSED GRADE NJF PETERKIN& ExisTlNc G \ LGc�s�AP NOT TO ����� SEFVAGEDISPOSAL SYSTE1lI
EXISTING GRADE Q ROBERTS u, � \ \ 1v j DH FouND _� 534 BOSTON STREET,NORTH ANDOVER,MA
Al o w NV.9z.37� i l� - esG oe ASSESSORS MAP 107D,LOT 81
e CVIL WETLANDS LINE c? \ Qs� y ` MA 45891 PREPARED FOR
25'NO DISTURB ZONETHOMAS PETRALLA
f 1 I 12'PLASTIC CULVERT j Q ST r C IS x 34 BOSTON STREET
50'NO BUILD ZONE INV,10OZ5 E NORTH ANDOVER,MA 01845
SCALE:V=20' JUNE 5,2007
100'BUFFER ZONE �, „vj o'
EROSION CONTROL ------------------- Al 51364 t � REVISED NEWENGLAND ENGINEERING SERVICES,INC.
r=
I600 OSGOOD STREET
40 MIL IMPERVIOUS BARRIER _--_-- - S 1 2� Imo_FARM RQAt 8-�-07
BUILDING 20,SUITE 2-64
PROPOSED SPOT GRADES _
12"PLASTIC cuLVERT - -=3 -NQ�2T -_ ".4 m NORTH ANDOVER,MA 01$45
INV.99.29 ��_'( AND y -��--_.,_
' (R78)686-1768
TEST PIT 1N_
PERCOLATION TEST DRAWN BY: SKEET I: CHECKED BY:
�Qv
FiRQ _ S.G.B I of 2 T.K.H.&B.C.O.J
20' 0 20' 40' so' r./� FILE#: DESIGN BY:
P 1366-8-2-07 B.C.O.Jr.
1W DIA.SCH,40 TOP OF SAND
PUMP NOTES 12"COVER PVC LATERAL(1yp.) (SEE CONST.NOTE#3}
2.5"SCH.40 PVC MAGNETIC MARKING rINV 111.67
1.PUMP CHAMBER
PUMP CHAMBER SHALL BE PRECAST CONCRETE,1000 GALLON MONOLITHIC SEPTIC TANK;MODEL NUMBER TK-M1000,SHEA f` �f f, /�/ /f / ///// LOAM
CONCRETE PRODUCTS OR APPROVED EQUAL.OUTSIDE OF CHAMBER SHALL BE WATER PROOFED.CONSTRUCTION JOINTS TI
AND OPENINGS SHALL BE SEALED WITH HYDRAULIC CEMENT. \1fj/j CLEAN NATIVE BACKFILL
2.PUMP GATE VALVE X ---
PUMP SHALL BE HYDROMATIC SPD50H,ORDER NUMBER 51748-011-7,1 2 H.P.,SINGLE PHASE,115 VOLT PUMP CAPABLE OF QUICK DISCONNECT COUPLING
PASSING 3A'SOLIDS OR APPROVED EQUAL.PUMP DESIGNED TO PUMP 54.64 GALLONS PER MINUTE AT A 24.35 FOOT HEAD. 3 /� / - `•
ELECTRICAL EQUIPMENT LOCATED IN PUMP CHAMBER SHALL CONFORM TO EXPLOSION PROOF DESIGN REQUIREMENTS OF 10 - I III
THE NATIONAL ELECTRIC CODE. 1 // -:- /
4.'8. tt E f fj a 34^ '�j �BA";�6",I.`34" 5'
3.LEVEL CONTROLS � (',- SAND BACKFILL --1
FLOAT SWITCHES SHALL BE MERCURY TUBE SWITCHES,FLOAT LEVEL ELEVATIONS ARE SHOWN IN PUMP CHAMBER 20"'MIN.DIA,CAST IRON FRAME& - -4 ROWS WIDE TOTAL WIDTH=7283'- -
DETAIL FLOATS SHALL BE ATTACHED TO FLOAT SUPPORT BRACKET AT PROPER LEVELS WITH GROMMETS SUPPLIED MATH COVER AT FINISH GRADE ) - - -
BRACKET.JUNCTION BOX FOR SWITCHES SHALL BE INSTALLED IN A NEMA 4 ENCLOSURE ABOVE HIGH GROUND WATER LEVEL. t"
! MAGNETIC -
4.CONTROL PANEL SCH.40 PVG TEE MARKING TAPE
PUMP SHALL BE EQUIPPED WITH SIMPLEX CONTROL PANEL.CONTROLS SHALL CONTAIN A MANUAL ON/OFF SWITCH,RUN +
LIGHT.AND AN AUTO RESET HIGH WATER ALARM CIRCUIT CONTROL PANEL SHALL BE LOCATED IN BASEMENT
S.MAINTENANCE
EPROPER OPERATION OF PUMP AND FLOATS,ACCUMULATED BUILDUP OF FATS,GREASE,AND SLUDGE J"!r INFILTRATOR END DETAIL LIMIT OF SAND]
TO INSURE
AROUND MOTOR AND FLOATS SHALL BE REMOVED WITH A PRESSURE HOSE AT 6 MONTH INTERVALS. \ (SEE CONST.NOTE#3)
'I.MIL IMPERVIOUS BARRIER SCALE:1'=2`
6.INSTALLATION 9"MiN. 20"MIN.DIA,CAST IRON FRAME& TOP ELE J.112.00
TWO 3I16"DRILL HOLES SHALL BE DRILLED.ONE IN DISCHARGE PIPE TWO INCHES ABOVE THE PUMP FLANGE AND ONE ON 36"MAX.COVER-\\ COVER AT FINISH GRADE BOTTOM ELEV.108.00
DISCHARGE SIDE OF GATE VALVE.LIFT CHAIN SHALL BE PROVIDED AT TIME OF INSTALLATION.PIPING IN PUMP CHAMBER MAGNETIC FINISH GRADE \ 6"DIA.HAND HOLE FINISH GRADE
SHALL BE SCH.80 PVC. MARKING TAPE
7.MANHOLE RISER SEE PUMP CHAMBER
MANHOLE RISER WITH 20"MINIMUM OF INSIDE DIAMETER SHALL BE PROVIDED WITH CAST IRON FRAME AND COVER AT FINISH NOTE#2 1 4" QUICK DISCONNECT COUPLING
GRADE OVER PUMP ACCESS OPENING. GATE VALVE
8.ALARM 2.5"SCH.40 PVC
ALARM SHALL BE SUPPLIED WITH AUDIBLE AND VISUAL ALARMS WITH SEPARATE POWER SUPPLY FROM PUMP.
ALARM SHALL BE LOCATED IN BASEMENT. I WATERPROOF OUTLET ELEV.98.42
INV.IN 96.17 JUNCTION BOX=
INSIDE HAND HOLE SEE PUMP
12"MAX CHAMBER NOTE#5
t4-
4'x 2"VERTICAL CHECK VALVESEEPUMP 8"x 8'GRANITE SPLASH
CHAMBER NOTE#5 FLOAT 54'YITCH BLOCK BELOW LAST ORIFICE INFILTRATOR
SUPPORT BRACKET iSCH.40 IN EACH PIPE(typ.) CHAMBERS(typ.)PUMP PERFORMANCE DATA s-7^ PVC TEE
4•", ALARM ON 95.76 1 4-7' 4"SCH.40 PVC
PUMP ON 95.592" }, MANIFOLD
� O.CHYDROMATIC SPD50H PUMP OFF 94.92VENTHOLES(SEE PUMP )1283'
NOTE#6) 2.5"SCH.40 PVC
w48 i , 6"COMPACTED 3t4'"CRUSHED STONE � FORGE MAIN
SYSTEM CURVE �1 2TAPER
PIPE LAYOUT DETAIL t'l:"TEE(yP.}
Ca 32 PUMP CURVE SCALE:1"=10' V ! ` 44' j
Z 1000 GALLON MONOLITHIC �i - - - _
o 1 INSPECTION
16 ! NOTE CLEANOUTS(typ.) PORTS(typ.)
PUMP CHAMBER 4'"WALLS(H-10 LOADING) SECURE LATERAL PIPES TO THE TOP Of EACH INFILTRATOR �LAST ORIFICE IN EACH PIPE / � �174"DIA.ORIFICES SPACED 4'ON CENTER((yp.)
GIWMBER END USING ALL-WEATHER PLASTIC TIE WRAP CLAMPS. \ DESIGN DISCHARGE HEIGHT OF 2E
i DIRECTED DOWNWARD(typ.)
SCALE:1"=T SHEA MODEL M1000 OR APPROVED EQUAL
DISTAL HEIGHT:2.5' 40 MIL IMPERVIOUS BARRIER 7Yz"SCH.40 PVC
0 24 48 72 96 120 144
PUMP CHAMBER NOTES LIMIT OF SAND(SEE CONST.NOTE 93) LATERAL{typ.}
CAPACITY-U.S.GPM
1.TANK SHALL BE WATERTIGHT AS SUPPLIED BY MANUFACTURER.
2.5 DISTAL PRESSURE=54,64 GPM 24.35 FT HEAD 2.JOINT SEALED WITH BUTYLE RESIN BY MANUFACTURER.
3.s"MINIMUM;36"MAXIMUM COVER REQUIRED OVER TANK.
4,UNUSED OPENINGS SHALL BE SEALED WITH HYDRAULIC CEMENT.
5.RUBBER BOOTS AT PIPE PENETRATIONS TO BE INSTALLED BY MANUFATURER.
6..'1 EASE NOTE INLET AND OUTLET HAVE BEEN REVERSED,
1-112'DIA.SCH.40 PVC LATERAL ATTACHED �FINISH GRADE
AT EACH END OF INFILTRATOR CHAMBER
DOSING V WITH ALL WEATHER TIE WRAP CLAMP. 1
! 15' j 6"DIA.HAND HOLE
DRAIN BACK VOLUME FORCE MAIN
(0A 04'j"x n x 106'x 7.5 GAL.PER SQ.FT.=28 GALLONS PER DOSE 114"ORIFICE POSITIONED r1 SCREW TYPE CAP
AT 12 O'CLOCK § I',I OR SLIP CAP
DRAIN BACK VOLUME MANIFOLD i EXCEPT LAST ORIFICE, " yyyy pp
(0.166')'x n x 10'x 7.5 GAL.PER SQ,FT.=7 GALLONS PER DOSE S AS SHOWN. i E 7 h n -. I d'SCH 40 PVC PIPE
24"MIN.DIA,CAST IRON FRAME& P
DOSE SIZE REQUIRED I ) COVER AT FINISH GRADE I 1� " (LENGTH VARIES)
5-10 TIMES NETWORK VOLUME.NETWORK VOLUME=16.17 GALLONS ` 1 I � 1 i
q 4'SCH.40 PVC
CLEANOUT� I= 8I[�,1 ?! 8 G , SCH.140^ COUPLINGS
MINIMUM DOSE SIZE REQUIRED= l {SEE DETAIL} d 4 PVC TEE
GALLONS OP OR
16.17 GAL.x 10 161.7 GALLONS ( 'I I - - f- INFILTRATOR
DOSE SIZE GALLONS I ! ( 6'S" ? `\\� INSPECTION PORT{SEE DETA4L} pVCC N
MANIFOLD
} J \{WIDTH OF TANK}z(LENGTH OF TANK)x(DEPTH PORT DETAILEPTH OF PUMP) \'
44"x 102"x 8•'t 1728 CU,IN.PER CU.FT.x 7B GAL PER CU.FT.=156 GALLONS I t 1. PLAN VIEW
156 GALLONS-35 GALLONS DRAIN BACK=121 GALLONS PER DOSE t
5110 GALLON 450 GALLON 1600 GALLON \� 6'DIA MIN HANDHOLE 6"DIA.MIN.HANDHOLE
DOSES PER DAY SETTLING TANK I I BIO-CON (( COMPARTMENT I AT GRADE AT GRADE 4'SCH.40 PVC
440 GALLONS PER DAY FLOW/121 GALLONS 1-1,2 DIA WITH CAP
4 DOSES PER DAY ( I I '( SCH.40 PVC TEE ( LATERAL PIPE *'=DIA.BALL VALVE-�\FINISH GRADE ,2"MIN 1
EMERGENCYSTORAGE \ i
(WIDTH OF TANK)x(LENGTH OF TANK)x(DEPTH FROM ALARM ON TO INVERT IN) MAGNETIC CLEANOUT 36 MAX.
44"x 1 02'x 29"1 1728 CU.IN.PER CU.FT.x 7.5 GAL.PER CU,FT.=565 GALLONS MARKING TAPEJill ,COVER MIAGNETT R NP
ORIFICE LOCATION DETAIL \ 1
T t 4^x 1"
PUMP CHAMBER BUOYANCY CALCULATIONS NOT TO SCALE F I
PVC TEE
NVERTAIR COMPRESSOR MOUNTED !-
WEIGHT OF TANK=10,800 LBS. IN BASEMENT OF DWELLING
WEIGHT OF SOIL OVER TANK=(9.5'x 4.7'x 1.0')x 110 LBS.tCU.FT.=4.912 LBS.
48"EFFECTIVE LENGTH 4"SCH.40
34-
GROUNDWATER ELEV.=98.65 BOOM F TANK ELEV.=93.84 24"MIN.DIA.CAST IRON FRAME&
WEIGHT OF WATER DISPLACED=BOTTOM x O x ANAN x 62.4 LBS ICU.FT.=71,702 LBS. COVER AT FINISH GRADE(ALL OPENINGS)\ ''----52"TOTAL LENGTH PVC MANIFOLD
FRONT VIEW
AIR LINE MAGNETIC FINISH GRADE SIDE VIEW QUICK4 STANDARD
MARKING TAPE MULTIPORT END CAP
TOTAL WEIGHT OF TANK&SOIL=10,800+4,912=15,712 LBS. i SEE SEPTIC
WEIGHT OF WATER DISPLACED=11,702 LBS. ❑ T
I j TANK NOTE#2
6"
WEIGHT OF TANK&SOIL IS GREATER THAN WEIGHT OF WATER DISPLACED. ' SEE SEPTIC
INFILTRATOR DETAIL
SEE SEPTIC TANK NOTE#5
TANK NOTE#S a 6"MIN. r 6'MIN. NOT TO SCALE
l a I ._3"
d " 9" I� AS MANUFACTURED BY INFILTRATOR SYSTEMS,INC.OLD SAYBROOK.CT,
SEPTIC TANK BUOYANCY CALCULATIONS 4 INV.IN 98A7 P I OUT 98,22 MODEL:QUICK4 STANDARD CHAMBER
Nv. j t }
WEIGHT OF TANK=18,000 LBS. } I ! i 1
I 4'SCH 6"MIN IA?t=4.'e�•IT'
WEIGHT OF SOIL OVER TANK=(15.0'x 6.5'x 1.0'}x 110 LBS.tCU.FT.=10,725 LBS. 4:SCH 14- r-: 10 40 PVG� r AT GRADE
40 PVCI 12`;MAX
GROUNDWATER ELEV.=98.05 BOTTOM OF TANK ELEV 93474 RQI305ED SUBSURFACE
/d
WEIGHT OF WATER DISPLACED=(15'x 6.5'x 4.6')x 624 LBS1CU FT.=27.986 LBS. -I 1 (
a SCH, 79„ SCRE� SEWAGE DISPOSAL SYSTEM
SCH_404 q WITH ORIFICE
TOTAL WEIGHT OF TANK&SOIL=18.000+10.725=28,725 LBS, PVC TEE i 4 534 BOSTON STREET,NORTH ANDOVER.��A
i PVC TEESo
WEIGHT OF WATER DISPLACED=27;986 LBS. 57 AM IN 60" �'� BEN.IA C,
WEIGHT OF TANK&SOIL IS GREATER THAN WEIGHT OF WATER DISPLACED. ! 3• r�,b c IL
ASSESSORS MAP 107D,LOT 8 I
ZABEL
E A=T600 .�-BALL VALVEQ 4$1 PREPARED FOR
.,:EN -.N
i k 4" 1-"PVC PIPE ''PEG1 THOMAS PETRALIA
FILTER
i 30 FT'MEDIA P �> I 4 ! j (LENGTH VARIES; S ALE NORTH ANDOVER,STREET
01845
a I SCALE:1"=20' JUNE 5,2007
i ai
s"coMPAGTED3ta"CRUSHED STONE a 4 REVISED NEW ENGLAND ENGINEERING SERVICES,INC.
"THE CLEAN SOLUTIONS"NOTES:
THE CLEAN SOLUTION ALTERNATIVE SEPTIC SYSTEM GE QW of 16MBUILDING
ING 20, STREET
1. SEPTIC TANK BY A.J.FOSS PRECAST CONCRETE PRODUCTS,FARMINGTON,NH(603)755-2515 D�T77 �r (� T r L,{
2.TANK MUST BE PUMPED EVERY 2,5 YEARS SCALE:1'=2` MODEL 250 STD.2,600 GALLON{H-10 LOADING} U'J u+Dll�`G 2U,SUITE 2-V`t
3.TANKS ARE NOT SUITABLE FOR DRIVE ON INSTALLATION UNLESS DESIGNED WITH H-20 TANKS p
4.RISERS ARE PLASTIC.HEIGHT MALL BE SPECIFIED BY INSTALLER TO SUIT SITE-CONCRETE RISERS PRODUCT SUPPLIED BY: NORTH lk (978D{686-1 68 A 01��5
CAN BE PROVIDED IF PREFERRED,ALL RISERS MUST BE LEVEL TO FINISH GRADE. WASTEWATER ALTERMATIVES,INC, (978}666-1768
5.COMPRESSOR PLUGS INTO REGULAR HOUSEHOLD OUTLETS,BUT REQUIRES ITS OWN CIRCUIT. 37 CHAMPNEY ST,GROTON,MA 01450
COMPRESSOR IS WATERPROOF,BUT SHOULD BE HOUSED IN GARAGES,BASEMENTS,OR SEPTIC TANK MOTES C LEANO UT DETAIL DRAWN B�': $HEFT#: CHECKED BY:
SPECIFICALLY DESIGNED OUTDOOR COMPARTMENTS,THE MAXIMUM DISTANCE IT CAN BE FROM THE (978)448-2415
SYSTEM IS 100 FT.MODEL 250 ST3 REQUIRES ONE SL44(3SCFM)COMPRESSOR.CONTROL PANEL 1.TANK SHALL BE WATER TIGHT AS SUPPLIED BY MANUFACTURER. NOT TO SCA:.E IS.G.B 2 Of 2 T.K.H.&B.C.O.Jr.
AND ALARM MUST BE LOCATED NEAR COMPRESSOR AND ACCESSIBLE BY O&M OPERATOR, 2.JOINT SEALED WITH BUTYLE RESIN BY MANUFACTURER.
6.MEDIA IN BIO-CON TANK IS PLASTIC AND FREE FLOWING(INSTALLED BY WASTEWATER ALTERNATIVES). 3.9"MINIMUM:36"MAXIMUM COVER REQUIRED OVER TANK. FILE{I;
DEIGN BY:4.UNUSED OPENINGS SHALL BE SEALED WITH HYDRAULIC CEMENT.
5.RUBBER BOOTS AT PIPE PENETRATIONS TO BE INSTALLED BY MANUFATURER. )366-8-2-07 B.C.O.Jr.