HomeMy WebLinkAboutApproved Septic Plan - 535 SALEM STREET 10/31/2017 I
UNDERGROUND UTIL]TE SHOWN ' APPROXIMATE
NM
UIE LOCATION OF ALL LEGEND :
BASEDAND ARE E FIELD YNiL �� N r L / A GRADE APPR AL PLANS F COR . I aPARI CATY ................
IVCJI GUARANTEE V1 TE THE LOCATION ' ALL UTILITIES DEPICTED TEI C7 NOT TWO CS T C�"ONT UR
PIC 7ED. TIIE CONTRACTOR, MIDI T C7 AICrEIw�'ENT OF' CSC) CTI�'�N, LOCAL UPGRADE AL IREQUESTED ..�... E ��+� 0 �
5HA�LL VERIFY THE LOCATION O ALL UTILITIES AND CONTACT DIG `0�F a �" �.," 'tf' a TGRADE
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UTILITY POLE
__ ABSORPTION S` S I r THE SEASONAL L HIGHGFS I AT R '
WS COMPILEZ) PRESSURE WATER SER 14CE
[,ALL UNDERGROUND U TILI TY DATA REPRESENTS RECORD TABLE. %,P
INFORMATION RECOVERED THROUGH E C H WITHOUT
CODE: 4FOOT
SEPARATION SITBITUMINOUS
SURFACE CEDEMARCATION NOR SUBSURFACE' VERIFICATION.C� I°N, N. I.Q U .S...I_ ..I., UNDER LS SEPARATION. ON : CONCRETE
� . 88
B/l BERA4
100
(1I3' ) PROP. SPOT GRADE..
A
Sj1E _(98)— PROP, -Two FOOT CONTOUR
TAX' MAP J8 LOT 162
# 20 ENGLIShi CIRCLE
NIF STEVEN GRASSO U)
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L"
C5 ZE
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NOC T TO SALE: Ld
Note: There are no known w tl nd
within 150 feet of the proposed
Septic Systern Components,
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10
RECEAfED
OWN 2
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INNINGWFAMILY IRREVOCABLE TRUSTOF NOR��'
535 `: ,ALE STREET ��� �
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LOTAREA O T[di 0,00VE , MA 0184-5 � z "
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ASSESSOR INFORMATION
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TAX A LOT C,56 x :50 ���Prq r w�ri Warr"'�✓/
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GENER�-�L NOTES
E: , SEPTIC TANK TO BE PUMPED
OF CONTENTS AND L7CC1 , 1C;INL"I
1. ELEVATIONS IrEC! ON ASSUMED DATIN.
ISACCORDANCE WITH TI TLE a.T MAP
547 SALEM STREET
a EXISTING TOPOGRAPHIC INFORMATION "'fi FIELD ' �EY,
3, THE CONTRACTOR SHALL TAKE THE NECESSARY
Ex. T5O rAN'naa STEPS TO PROTECT EXISTING PROPERTY AND �
Cone, Septic
ADJACENT PROPERTIES. r
There is no foundation Tonk 4. ALL CONSTRUCTION METHODS AND MATERIALS �
or perimeter drain SHALL CONFORM WITH THE MASSACHUSETTS DEPARTMI,N T �
OF ENVIRONMENTAL E"NTAL PROI'ECTMORII STATE ENVIRONMENTAL
7—)-7-7--r7- - CODE TITLE 5 MO CMR 15.00) AND THE NORTH ANDOVER BOARD
OF HEALTH REQUIREMENTS.
1 1�' STONY
" 5� THE DESIGN ENC'PINEER AND THE LOCAL APPROVING
MOOD FRAME
AUTHORITY ARE TO BE NOTIFIED AT LEAST 72 HOURS m
STRUCTURE Ex. 1
PRIOR TO NN'`•1'SPF.J3TIONS REQUIRED BY 310 ChrNR' 15.0O.
�., Car
LIMIT' F' 5 T"C:7OT OVERDI'� ' (TYP) Tip �r�f� End-103. '' Garage SITE CaONDIT'I N�S
'1"'HE CONTRACTOR IS �" , 'VERIFY EIEI"NHC� ,
Plr�rrahNn t be ANBD NOTIFY THE: ENGINEER OF ANY DIFFERENCES.
FILL A RIA T T Tree to _. Note: internal g
' ' to exit out the ..�............... �..�.._ . ..� _
C IFIC ATION lel L C 7fC ' t Removed reconfigured a �, 7, THE CONTRACTOR IS RESPONSIBLE FOR ALL OF THE HORIZONTALdam
front of thl heaves n� h� n,. F� C� C".I1. SIO I��C `r 1COMPONENTS.'
, 7 ARID "VERTICAL CON`~NTROL OF ALL SYSTEM E
15.255(3) µtl�.F TI TTL E r CODE
....... "� � rt
� �. � � -� SEWER�1� L III
5. THE FIRST TWO FEET OF EACH LINE EXITING
0THEN w
DISTRIBUTION BOX SNNALL BE LEVEL,"El�,
PROP. SOIL„ ABSORPTION'FIOI AREA20' Manhole 20" Manhole . SEPTIC SYSTEM OWNER SHALL HAVE SEPTIC TANK � Q)
LEACHING BED "�`�-•�_
INSPECTED & PUMPED OUT IN ACCORDANCE WITH
55.9
'AW x 7°N_ ' �, - � ���
1 310 CMR 15.351, AMIE AT LEAST ONCE EERY TWO YE ,RS.
W1 3 DISTRIBUTION 1 LINES it. Conc., �. � ��� � r��C P. 1 BOO GALLON CONC, SEPTIC
1 THNE Pl A HAE EEP� P'6 IEPAN E I THE
TANK (MONOLITHIC) CONSTRUCTION! OF THE PROPOSED SEPTIC SYSTEM, ANY
PORT TO iIW1 Tf l q �°b"
� .__ __.- ALT'ERATNON�S MUST BE APPROVED IN WRITING BY THE
INSPECTIONk -� EN�NGINIEER.
J" OF FINISHED GRADE
6
.. . , I�„f Driveway AC 1 —: CONC.'
11THERE ARE NO USLIC OR PRIVATE WEIN.S WITHIN 101"
O— 'OX — 6 OUTLET OF THE LEAC -IIG FACILITY. P
INTERCONNECT ENDS CDT" ------ m
12, THIS SYSTEM IS NOT DESIGNED TO ACCONIODATE A 41 k
� 100.56' 0
DISTRIBU77ON DIES 1 GRADE
PIPE, Pressurized Water 1l . 1 � IGARBAGE SNNC , � 00
�� .... VFR
L1-80X = 100..5 '
m .
,
1 THE SOIL AL-AF,0 AS PAK I .L OVER T
HE
Service (field Nowt d) SYSTEM SHALL
MINIMUM NFI
N "(t
ON "MPLACFDNNLIFTS 0,,A EXCLUDING 41 00
99x )ggxg � SUFFICIENTLY COMPACTED, 1O PREVENT
DEPRESSIONS DO T SE' , w. RICH MAY � < I
� ,, „�._.w�.�..._. ...�.., E SETTLING WF
.,,,
, � caN� ,.w�.�� �. --.� INTERCEPT OR COLLECT aLVN�'M�ACAf�. WATER X �"
Ex. But. ren �,N � _�. �._ W
E FHIE SYSTEM, BACKFILL MUS''N" CSF: Q) 0 Ln
CLEAN AN'�DOF E.: OF STONES AND BOULDERS 00
.,.. _ w_ PK NAIL f SIDEWALK GREATER THAN SIX INCHES IN SIZE. TAILINGS,
�.
ELEV- 100.00' CLAY OR SIMILAR MATERIALS ARE PROHIBITED,
SALEM STREET' ITA_ COVEROSHALL( ' A ) APPROVEDGRADED TO REDUCE INFILTRATION OFSURFACE00
IroWATER AND INNINIE EROSION. FINISH GRADE
CL
SHALL HAVE A M1INI UM SLOPE OF 0,02 FEET PER
FOOT. SURFACE DRAINAGE SHALL BE DIRECTED
NAME_,, Y S .µ.. AWAY FROM TNT.: HOUSE & SOIL ABSORPTION SYSTEM. :
mN�i QUI
14, THERE ARE NO TRIBUTARIES LESS THAN 325 FEET", NO.
�� RESERVOIRS/PUBLIC WELLS LFCd� THAI 4OO FEET, AN�BID NO DRAINS
DATE' V I °I
" LESS THAN 50 FEET FROM I THE PROPOSED SiUBSURFAd DIISPOSAL.
S. NOT IdA "E A FOUNDATION DRAIN.
YSTFh�, THE F'WELLINC� DOES
115. PIPE PENETRATIONS IN FOUNDATION, SEP11C TANK, AND rq
DISTRIBUTION"') BOX 'SHALL BE SEALED WITH HYDRAULIC CEMENT,
HAVE WATERTIGHT JOIRNTS TO BE
16. THE BUILDING SEWER IS TO ,
LAID ONA CONTACT & FIRM BASE, AND IS TO BE LAID ON C;
ON CONTINUOUS GRADE IN A STRAIGHT LINE.GRAPHIC SCALE �1
17. MAGNETIC MARKING TAPE SHALL BE PLACED AROUND
ALL SEPTIC COMPONENTS PRIOR TO BACKFILLING.
0 fD 10 20 40 80 18. THIS PROPERTY IS NOT LOCATED WITHIN THE DESIGNATED �
I = 20 FEET
WATERSHED OF LAKE COLI°°~rICHEWIOI ,.
A TET 2 7
TEE IS R QUI'IR .D. �'
ggyA,�T �;n�w�w 1' ., ANNUAL N�NAINTE AN�CE OF THE EFFLUENT FILTER ON THE OUTLET SEPTIC �I
AIM', di'a"..eJ:,p��