HomeMy WebLinkAboutSeptic Design - Plans - 1049 SALEM STREET 4/3/2014 L o AM P
NOT TO SCALE
I ALL FILL BENEATH THE SOIL ABSORPTION SYSTEM SHALL BE IN CONFORMANCE WITH 310
CUR 15.255 (3) AND SHALL BE WASHED SAND OR ASTM C33 CONCRETE SAND.
. .) ALL STONE TO BE DOUBLE WASHED AS NECESSARY AND FREE OF IRON, FINES, AND DUST.
3,)'' 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 SYSFEIud, FILL SHALL BE IN CONFORMANCE WITH CUR 15.255 (, ).
5.) COVER MATERIAL OVER THE SYSTEM SHALL BE FREE OF CLAY, STONES, MASONRY,
4a 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.
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C 6. 10' FT. OF THE SEPTIC TANK
�;��.„. ,1 FOUNDATION DRAINS ARE NOT TO BE INSTALLED WITHIN
R NOR WITHIN 20 FT. OF THE SOIL ABSORPTION SYSTEM.
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7.)' ALL PIPING SHALL BE LAID STRAIGHT ON CONTINUOUS GRADE AND SHALL HAVE WATERTIGHT JOINTS
�` . 8.) PROPERTY LINES SHOWN WERE TAKEN FROM EXISTING PLANS AND RECORDS.
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9.) THE LOCATION OF EXISTING UNDERGROUND UTILITIES WAS TAKEN FROM EXISTING PLANS AND
1 - 1N 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
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,a tJ S' ALL AROUND
{SEE NOTE 4) EXISTING UTILITIES BEFORE CONSTRUCTION BEGINS. THE DESIGN ENGINEER SHALL BE NOTIFIED
IMMEDIATELY OF ANY DISCREPANCIES SO THAT REMEDIAL ACTION CAN BE TAKEN.
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PROP. TRENCHES ( )
" , 10. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER 48 HRS. IN ADVANCE OF BED EXCAVATION
PROP. INSPE(TIOi�I 1+ x18 C}Px62 LC1NG AND COMPLETION SO THAT REQUIRED INSPECTIONS CAN OCCUR.
1 F. PORTS �[' � 11.) THE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR THE AS—BUILT INSPECTIONS AND
*B.M. a,:a r PLAN. THIS SERVICE SHALL BE INCLUDED AS PART OF THE CONSTRUCTION CONTRACT.
,
NAIL TO 8E SET-,-',"'
r � IN UP EL. 1 ""� �p �C) � I�� AND UNDERLYING R THE REPAIR (P OILED SOIL) SHALL OF BEEX�C`AVATED THE rAND REMOVED WHEREVESTING S.A.S. AND R I
SYSTEM.
Y �1 WITHIN 5 FT. OF THE PROPOSED SYS E M
13.) FOR THE REPAIR (OR UPGRADE) OF SYSTEMS, THE EXISTING SEPTIC TANK SHALL BE
PROP. P OR
AND EITHER PUNCTURED AT THE BOTTOM AND FILLED WITH CLEAN SAND
PROP. 1500 GAL
D BOX COLLAPSED AND REMOVED FROM SITE.
MONLITHIC SEPTIC
H-2 )
(3 14.) PRIVATE WELLS EXIST. WITHIN 100 FT. NOR ANY PUBLIC WELLS OR DRINKING WATER
op—
r y SUPPLIES WITHIN 400 FT. OF THE SYSTEM.
P. �' / s41
r' — PROP. ROOF DRAIN 15.) NO !WETLANDS EXIST WITHIN 10 FT. OF THE PROPOSED SYSTEM.
1 53e VENT DR —_
�✓ INFILTRATOR }B,) 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
10 REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE, 310 CMR
CIA -�--- ---
` 15.001 THROUGH 15.505. UNLESS OTHERWISE NOTED.
,,✓'" r y IS .---`` " ' _ "" +-y �,. ,... „ems * 1 THE SITE IS NOT LOCATED WITHIN THE LAKE +G't7CHICHEWrCK WATERSHED AREA..
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1'
160,51 PROP. COMPOST FILTER SOCK
86
"LIMIT OF WO^RK"
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15
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DESIGN CALCULATIONS
' x; . ''s co
550
& LAURIE DESIGN FLOW — BEDROOMS x GAL.,/DAY,/8DRM GPD.
q - BRIAN
MURRAY DESIGN PERK RATE. 2 MIN.11N.
R DESIGN FOR LEACHING TRENCHES (SEE DETAIL)
\ x 1I;.40
u .
56 rFFECTIV°I�. WIDTH — 36" — EFFECTIYE DEPTH = °
154
R A=24,390 S.F". SOIL CLASS: I
, =0»5599 C.
15 TRENCH CAPACITY = S 0 S.F.fFT, x -74 GAL./S.F. 4'.`�`I GAL./FT,
N/F �,, x 151,1 , ,� � u
�Ia SALEM STREET v' , „-, 1 11, 1�z,. .�. ti 55a GAL./'4.44 GAL.JFT. 1 4 FT. OF TRENCH REQUIRED
2n ,
REALTY TRUST PREOLDP. UNMORWTAARED LANDSCAPE USE TRENCHES AT 62 FT. = 124 FT. OF TRENCH PROVIDED
10, TONE
LL
PROP. VERSA LOK SEPTIC TANK REQ'D: 200 (550) = 1100 GAL. BUT NOT LESS THAN 1500 GAL.
BLOCK RETAING 'WALL SEPTIC TANK PROVIDED: 1500 GAL.
HEIGHT VARIES 2'-4' PROP. SHED
TO BE RAZED 19A
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5 ' OWNER OF
RECORD:
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le
' I ROBERT S. HOLLERAN
GAIL J. HOLL.ERAN
1040 SALEM STREET
NORTH ANDOVER, MA. 01845
" 17A N/F NEW ENG'LAND POWER COMPANY
16A 144
144,78
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13A
`CER'TIFY THE LOCATION, ELEVATION, AND TIES
Ss'OWN ON THIS PLAN RESULT FROM AN ACTUAL
SURVEY MADE ON THE GROUND_
1,x=20'
VLADIMIR NEMC ENOK DATE
al
SUBSURFAL".-IlEl SEWAGE DISPOSAL Sv. ,Q_,TFM
y IN
1
NORTH A VER,, MA
AS PREPARED FOR
JEFFCO CORP.
LOT EB SALEM STEET
j ELF u�
SCALE, AS SHOWN DATE. 8-27-13
114A IL
E140 ENO
ASSESSORS MAP 104D Fib
N �'� ,�` LOT SUBDIVISION LOT #
NO. DATE BY REVISIONS:
1I 9 12-13 WRB PER B.O.H. LETTER DATED 8--11-13
JMRIMCK MGNW"G
n2 3-28--14 WRD ,S &DRY. DESIGN
` 66 PARK STREET