HomeMy WebLinkAboutSeptic Design - Plans - 1055 SALEM STREET 4/3/2014 LOCUS MAP
NOT TO SCALE NOTES
1.) ALL FILL BENEATH THE SOIL ABSORPTION SYSTEM SHALL BE IN CONFORMANCE WITH 310
CMR 15.255(3)AND SHALL BE WASHED SAND OR ASTM C33 CONCRETE SAND.
2.1 ALL STONE TO BE DOUBLE WASHED AS NECESSARY AND FREE OF IRON,FINES,AND DUST.
1) THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE GRINDER,
4.) REMOVE ALL TOPSOIL,ROOTS AND SUBSOIL AND REPLACE WITH SPECIFIED FILL WITHIN
5 FEET OF SYSTEM.FILL SHALL BE IN CONFORMANCE WITH CUR 15.255(3).
5,) COVER MATERIAL OVER THE SYSTEM SHALL BE FREE OF CLAY,STONES,MASONRY,
STUMPS,OR WASTE CONSTRUCTION MATERIAL-THE TOP 3-SHALL BE LOAMED AND
SURFACE SEEDED,MACHINERY WHICH MAY CRUSH OR DISTURB THE ALIGNMENT OF
THE PIPES IN THE DISPOSAL AREA SHALL NOT BE ALLOWED,
6.)�FOUNDATION DRAINS ARE NOT TO BE INSTALLED WITHIN10FT.OF THE SEPTIC TANK
NOR WITHIN 20 FT,OF THE SOIL ABSORPTION SYSTEM.
7.) ALL PIPING SHALL BE LAID STRAIGHT ON CONTINUOUS GRADE AND SHALL HAVE WATERTIGHT JOINTS
8J,PROPERTY LINES SHOWN WERE TAKEN FROM EXISTING PLANS AND RECORDS.
9.) THE LOCATION OF EXISTING UNDERGROUND UTILITIES WAS TAKEN FROM EXISTING PLANS AND
PROP.LIMIT OF RECORDS OR FROM FIELD OBSERVATIONS AND MARKINGS AND ARE APPROXIMATE.
EXCAVATION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION OF ALL
5'ALL AROUND
ul EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS,THE DESIGN ENGINEER SHALL BE NOTIFIED
(SEE NOTE 4)
f MEDIATELY OF ANY DISCREPANCIES SO THAT REMEDIAL ACTION CAN BE TAKEN.
PROP.TRENCHES(2)
1p 10-
3'Wxl8"DPx62'LONG THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER 48 HRS.IN ADVANCE OF BED EXCAVATION
AND COMPLETION SO THAT REQUIRED INSPECTIONS CAN OCCUR.
r PROP.INSPECT16N
PORTS it.) THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE AS-BUILT INSPECTIONS AND
B.M. PLAN.THIS SERVICE SHALL BE INCLUDED AS PART OF THE CONSTRUCTION CONTRACT.
TO BE SET---->
NAIL 72.� FOR THE REPAIR(OR UPGRADE)OF SYSTEMS,THE EXISTING S.A.S.AND SURROUNDING
IN UP EL 154;DO'
_�o
AND UNDERLYING SPOILED SOIL SHALL BE EXCAVATED AND REMOVED WHEREVER IT IS
WITHIN 5 FT.OF THE PROPOSED SYSTEM.
FOR THE REPAIR(OR UPGRADE)OF SYSTEMS,THE EXISTING SEPTIC TANK SHALL BE
PROP`
PROP.1500 GAL. PUMPED AND EITHER PUNCTURED AT THE BOTTOM AND FILLED WITH CLEAN SAND
BOA OR COLLAPSED AND REMOVED FROM SITE.
G0 MONLITHIC SEPTIC(H-20) TANK 14.) NO PRIVATE WELLS EXIST.WITHIN 100 FT.NOR ANY PUBLIC WELLS OR DRINKING WATER
SUPPLIES WITHIN 400 FT.OF THE SYSTEM.
PRO
P. 41
PROP.ROOF DRAIN 15,) NO WETLANDS EXIST WITHIN±qjFT.OF THE PROPOSED SYSTEM,
VENT INFILTRATOR i
16. THIS SYSTEM DESIGN,ALL MATERIALS AND COMPONENTS AND ALL INSTALLATION PROCEDURES
SHALL BE AND ARE INTENDED TO BE IN FULL CONFORMANCE WITH TITLE 5,MINIMUM
IQ' REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE,310 CMR
15.001 THROUGH 15.505.UNLESS OTHERWISE NOTED.
IT) THE SITE 15 NOT LOCATED WITHIN THE LAKE COCHICHEWICK WATERSHED AREA.
PROP.COMPOST FILTER SOCK
"LIMIT OF WORK"
A;
co
J�., DESIGN CALCULATIONS
of LID
CO
N/F 5
DESIGN FLOW BEDROOMS x 110 GAL.IDAYISDRU 550 GPD.
DVC, BRIAN&LAURIE
0 MURRAY DESIGN pERC RATE. 2 MIN.11N.
DESIGN FOR LEACHING TRENCHES(SEE DETAIL)
LO'r 69 LFFECTAL WIDTH=36"- EFFECTIVE DEPTH '8
ARFA=24 390 S.F. I
_4
=0.5599 AC SOIL CLASS:
N/F TRENCH CAPACITY=6-0 S.F.IF-T,x.74 GAL.IS,F.=4-44 GAL.IFT.
GAL,IFT. —FT.OF TRENCH REQUIRED
LEM STREET 550
1049 SA �z 7��v7- GAL.14.44 124
REALTY TRUST PROP.UNMORTARED LANDSCAPE
FIELDSTONE WALL USE 2 TRENCHES AT 62 FT.=124 FT.OF TRENCH PROVIDED
PROP.VERSA LOK SEPTIC TANK REO'D:200%(550)=1100 GAL.BUT NOT LESS THAN 1500 GAL.
BLOCK RETAING WALL
HEIGHT VARIES 2'-4' �e PROP SHED SEPTIC TANK PROVIDED:1500 GAL.
TO BE RAZED 19A U _117
OWNER OF RECORD:
ROBERT S.HOLLERAN
107.01' GAIL J.HOLLERAN
1049 SALE14 STREET
NORTH ANDOVER,MA.01845
na--- ------------- N/F NEW ENGLAND POWER COMPANY
15A n v
ILI
1�3 21 16A
13k
11A
9A 10A
14S15
CERTIFY THE LOCATION,ELEVATION,AND TIES
S,'OWN ON THIS PLAN RESULT FROM AN ACTUAL
SURVEY MADE ON THE GROUND.
PLA
1"=20'
V I U
VLADIMI *NK L R IEMI 1111 DATE
SUBSURFACE SEWAGE DISPOSAL SYSTEM
IN
NORTH ANDOVER, MA
I AS PREPARED FOR
JEFFCO CORP.
kAOFU LOT 69 SALEM STEET
O
4s.
DATE:8-27-13
SCALE:AS SHOWN
o NO. DATE BY REVISIONS. 69
IMIR L. ASSESSORS MAP# LOT SUBDIVISION LOT#
NE-CHEN K
104D
1 9-12-13 WRD PER B.O.H.LETTER DATED 9-11-f3
JIM?p 41V
MGBWk&WG SMICE5
2 3-28-14 WRD 5 HORM.DESIGN
66 PARK STREET
ANDOtER, MASSACHUSETTS 01810 1 OF 2
25 L.F. FINISH GRADING OVER THE SYSTEM SHALL BE SUFFICIENTLY COMPACTED
24"DIA.C.L MANHOLE RAISED 4"DIA.SCH.d0 PVC PIPE
TO WITHIN 6-OF F.G. TO PREVENT DEPRESSIONS AND SHALL BED MINIMUM OF 2%IN ANY
S=0.01(MIN.) DIRECTION AND SHALL BE AS SUCH TO DIRECT SURFACE DRAINAGE AWAY
T F=160.0 158.5 24"DIA.C-L MANHOLE 1 FROM THE SOIL ABSORPTION SYSTEM
F.G.= TO FINISH GRADE
(MIN.) 6 OUTLET CONC.DIST.BOX PROVIDE VENT WITH 9'MfNtMUM BACK F S OVER SYSTEM(EXCLUDING LOAM,
36"MAX. PROYtpE MAGNETIC MARKING TAPE CARBON FtLT€R AND CaAN AND FREE OF STONES GREATER THAN 6"AND FREE
MIN fG=158.3 9"MIN. OVER COVER BEFORE BEING BURIED 9"MINIMUM BACK FILL OVER SYSTEM RODENT SCREEN OF CLAY,TAILINGS OR SIMILAR MATERIALS
(EXCLUDING LOAM)CLEAN AND FREE OF 4"SCH 40 PVC INSPECTION PORT
STONES GREATER THAN 6"AND FREE OF 1 FROM BOTTOM OF CHAMBER TO
10 L.F. // CLAY,TAILINGS OR SIMILAR MATERIALS �,TE LEACHING TRENCH WITHIN 3"Of FG.WJTHREADED CAP
4"DNA.SCH.40 PVC PIPE1CONC.
( FIRST TWO FEET £ND SECTION FOR TYPICAL
S=0.02(MIN.)ON CONTINUOUS "f'}j-, SHALL BE SET PORT
��_;(DE SLOPE DETAIL r j FINISH GRADE D BE
36"MAX. LEVEL PORT LOANED&SEEDED 3"
GRADE P MIN
FG=757.0 / HJNiMUM
LAID ON COMPACT FtRU BAS£j -4 j8"-3j8"STONE STONE{TYPe)-3J8 -N -----
� f 2"OF 7 t2"MIN.
EL= _2' 0 8.0.EL.
i 56.
�1NY.= 156.72 f 4"OtA.PERT.SCH.40 PVC S=0.O05 fT.jFT. tNv.= TRENCH INFORMATION 3
j I TR 11 TR#2
lI go:.-� Et.= 156.00 156.00
1NY.=t56.52 i50Q GAL. . 156.27 s" "'SEP INV.=155.Bi 155.50 155.50 (TYP.) %
OF 3J4"- UPTURN&INTERCONNECT( 1154,00 154.00 tNY.=155.85 IPROP.ZABEL At80t TEE NV=156.02 !-iJ2"STONE PIPE ENDS WITH S0t1D {
(2 OUTLETS® SCH.40 PVC PIPE-1 e o0 3 0"e> !
FILTER 0 OUTLET TO BE SAME£tEVA7t0N) MR) �22 OF 314"-t 112' S'
REMOVED&CLEANED ANNUALLY 5' (MIN.)t STONE(TYP.)fi2 �
C.F.=152.5 L 6",314-f12"CRUSHED STONE 40 EX H.D.P.E.GTO-MEMBRANE
ON STABLE LEVEL SASE OR MECHANICALLY 15 iQ FT 7O EXTEND FROM TOP GROUND
NE 7D
COMPACTED 501E11 1 i.0 FT.INTO EXIST.GROUND
GRAPHIC
(,gyp/'+ p� SEASONAL Ate+ �p(a �R�+g� (3 SIDES,SEE PLAN)
.r 6"3�CBRAUSSENEODRg�RfiPI7(is PRLJr��LEHIGH WATER t44,0 LEACHIlNG TRENCHON SLY
COMPACTED SOIL NOT TO SCALE END SECTION
NOT TO SCALE
t fl Fr.1Nro
EX.OR.
(r )
3-20"DIA.CLEANOUTS
TYRO
5'-8" I ! IRRIGA�f COVERTION VALVE AT GRADE BOX
PROP HSE } SOIL BACKFJLL
. t
T.F.=160.00
ATTACH THREADED CAP
10
VENT - COMPACT SOIL BASE
C.I.COVERS -•.:._• .`
' Tj TO SUPPORT SOX
PVC PIPE CUT TO THROUGH
� THROUGH FILTER FABRIC
Iw- 12"
TOP VIEW (MIN.} "
SET 4"PYC PIPE THROUGH
Atb I'? 72 $ BACKFILL AND STONE 70
INSPECT.�N (MIN.)- AIt'F F7 8€D BOTTOM
PORT CONC.D-sox
BED BOTTOM
SCH.40 PVC TEES LOCATED . �/(�st(VSPtpE}CTJpifl/'4$PORT
ON CENTERLINE OF TANK TYPICAL L INSTAL6MTIQN DETAI
1S 72 11 156.0 BENEATH COVERS 1`__. n SCH.40 PVC TEES LOCATED TOP VIEW NOT TO SCALE
ON CENTERLINE OF TANK
62'-4"PERF PVC S=Q 005 55.5 3 3"MIN. 3 MIN.. BENEATH cavERs 1)a"D+A'HEFT_
E 1 FLOW 6"MIN. 6"Ul t 1 CON.COVER
,. ..-.:.�ci&'a'•i, h��" '� \ I _ 13"MIN. t4"Mttr -
F•OW"
qi
1540 ; t i 1
�. fSQO GALLON PRECAST T >! � r6-d"DIA.OUTLETS
CON-.SEPTIC TANK E (TYP.}
(H-iD LOADING)
LEACH TRENCH 21�
3'Wxl 5'DPx62'L PROVIDE GAS BA it AND :� 19"
I500 GAL. APPROVED TEE FILTER A7 OUTLET
SEPTIC 8" s"
TANK o _4) i 2"WALLS
(TYP.)
N o ro oa SECTION -�- a 6"-►
N N
NOTE.ALL INLETS,OUTLETS,JOINTS,AND COVERS SECTION VIEW
SHALL BE SEALED AND MADE WATERTIGHT.
150 T i i_ i a� pgp'y g�ppr NOTE:ALL INLETS&OUTLETS SHALL BE SEALED
149.0 apM0lA@OL/I.'T6g-I g d WITH HYDRAULIC CEMENT,DISTRIBUTION
E.S.W.T. SEPTIC TANK DETAILS(H-lo) BOX SHALL BE WATERTIGHT.
CONCRETE PRODUCTS,INC.ITEM#TK-Mi500 D-BOX DETAILS(H-20)
SCALE PROFILE NOT TO SCALE
NOT TO SCALE
SEPTIC TANK CONSTRUCTION AND INSTALLATION SHALL
HORIZ.:1"=2Q' CONFORM IN EVERY WAY TO 310 CUR 15.223,15.225, DISTRIBUTION BOXES SHALL BE CONSTRUCTED
AND 15.231 UNLESS OTHERWIS NO7Ep.CONSTRUCRQN AND INSTALLED IN CONFORMANCE WITH
YER7.:1"=2' AND PLACEMENT OF TEES SHALL CONFORM TO 310 CMR 310 CUR f5.232.DISTRIBUTION BOX SHALL
15227. BE WATERTIGHT.
DEEP TEST RESULTS PERC TEST RESULTS
T-7
T-2 T_3 P-1 P-2
752.D
EL- EEL 15 i.2 1 CERTIFY THAT ON MAY 9,1996,t PASSED THE EXAMINATION APPROVED
EL- J5 1.1 , DEPTH 70 DEPTH sD" BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE SUBSURFACE
'tg� �vvgpg}�r �r�e SEWAGE
FiU&A 1S` SOAK TIME i5 SOAK TIME 15 ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAINING, tJ(dBs3(IR A€sI f t.7g'i WAGE DISPOSAL SYSTEM
Fttt 321"4" Fttt&A 14" -
t2"_9"pRpp 4 12"-9"DROP z EXPERTISE AND EXPERIENCE DESCRIBED 1N 310 CUR 15.017.
F.S.t.IOYR 2Jt 34"A I B 1N
149.7 S.L.IOYR 5J8 27"B 14_1+ S�f+`ri=s `Fs j 25" 4"-6`DROP 7 4"-6'DROP 2 pq f1 J n rl7/71
u $/(�p'�{j [y ('j
147.5 S.L,IOYR 5J8 43"B 1 PERC RATE S M.P.I. PERC RATE c2 M.P.J. StGNA TURF �"L'""1 =�_- DATE QRr✓TT Ad7LJV YEIS; Mfi
h1 3N
MED SAND MED SAND G 2 sj3 44"c} AS PREPARED FOR
C 2.SY 6J3 38" t
2.5Y 613 55"i t Gh.S`Y s C TEST DATE: 8-15-13 JF F 0
GR GR.STY. C2 I 04:`SANv `' ENGINEER: Bftt DUFRESNE "S�`�v CORP.
tOAMYSSAND C2 LOAMY SAND 2:.;,I4 its" ISAAC ROWE
2.5Y 5j4 130" 1420 2.5Y 5J4 120" 14LI INSPECTOR: PROVIDED 69 SEAEM STEET
r4o.z DEEP TESTS.AND RESULTS ARE PROVIDED TO t pF„> DEMONSTRATE SOIL SUITABILITY FOR THE PURPOSE v -S SCALE.AS SHOWN DATE.8-27-IJ
7s" D.W.T.� 73" ow-r 0 OF COMPLIANCE WITH TITLE 5 AND WERE NOT Igo YLADraxL ti
D•W-T- ae" ;� ASSESSORS MAP 104D LOT 69 SUBDIVISION LOT#
36" E.S.W.T. INTENDED TO BE USED FOR CONSTRUCTION NEMCH K #
40" E.s.w.r.� �
1 i,s
147.7 Et.- 149.o EL.= ESTIMATING.THE DEPTH OF EXCAVATION MAY NOT NO. DATE BY REVISIONS:
o Et.=
m BE REFLECTED IN THESE RESULTS AND SHOULD BE P 9-12-P3 WRD PER B.O.H.LETTER DATED 9-11-P3 �e �Yly/v /a �l�T�pt
r£5T oar€: $-15-t3 DETERMINED IN THE FIELD BY THE CONTRACTOR. of GtSTE` �,; CK�dYGF G yS�IL�.[G
EVACUATOR: alit DUFRESNE s£6do ANY USE OF THESE RESULTS FOR ESTIMATING 2 3-28-14 WRO 5 BDRM.DESIGN FSS10NAt
N INSPECTOR: sAAC Row£ PURPOSES SHALL BE DONE SO AT THE CONTRACTORS} PARK STREET
3 AI`, VER, MASSACHUSETTS 01810 2 OF 2
6