HomeMy WebLinkAbout10/14/2024 - Stormwater Remediation Plan - - 314 SALEM STREET GENERAL NOTES
i
1. OWNER OF RECORD IS DAVID H. PICKLES, JR.
2. REFERENCE SUBJECT PARCEL AS 037.B-0068-0000,0
OF THE TOWN OF NORTH ANDOVER ASSESSING RECORDS. ICr ''E
> r �9 WCUS
3. NOR7HRDISTRIcRclsTltY 11825, 122 OF THE ESSEx ALEM ST oCr)
� r� � �ss2 LAY �r
(EsSEX COUNTY
4. PLAN REFERENCE; PL 10619, PL 15043 (ESSEX NORTH (p BEiC)
DISTRICT REGISTRY OF DEEDS). t
111.5A01�
5. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA,
PER FLOOD INSURANCE RATE MAP #25009CO236F g
DATED JULY 3, 2012.
' NORTH ANDOVER, MA
6. LOT IS SERVICED BY MUNICIPAL WATER AND SEWER, rn
LOCUS MAP
7. CALL 811 TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO Ce
00 (NOT rvscn�Ea
CONSTRUCTIQN. to welling
8. REQUIREMENTS PER THE TOWN OF NORTH ANDOVER =`
ZONING ORDINANCE., 13
�'• a�
ZONE - RESIDENTIAL DISTRICT(R-3) r"
MINIMUM LOT SIZE - 25,000 SQUARE FEET
MAXIMUM BUILDING HEIGHT - 35 FEET
MINIMUM LOT FRONTAGE - 125 FEET LEGEND
MINIMUM BUILDING SETBACK FRONT- 30 FEET #318 fp MINIMUM BUILDING SETBACK SIDE - 20 FEET ex. dwelling , EDGE OF PAVEMENT
BOUNDARY LINE
MINIMUM BUILDING SETBACK REAR 30 FEET ABUTTING BOUNDARY LINE
9. A SECTION OF BORDERING VEGETATED WETLANDS Patio �', BuftiiNc
(BVW)WERE FLAGGED BY NORTH ANDOVER Lot Area ' SHRUB uNE
30,i 83,54 s•f.
CONSERVATION COMMISSION AND LOCATED BY THISEDGE� � .. �'�, ,
FIRM ON SEPTEMBER 16, 2024. BVW
(0.6g3 Acres) WETLAND SETBACK
Shed �o� UNDERGROUND SEWER
Pro
sed sroNE WALL
151X32' Pooi [ Yr WF 0 IRON PIPE FOUND
rSilk 1 A IRON ROD FOUND
SgCk CONC.�BITUMINOUS
CONCRETE
N/1 DR€ERLY
�` SDa44tQ0« ��
b b� ��� ¢�¢9" Proposed
4i G• Leaching Lci3 2A };
Catch of pC.
,,•
P
' PFS end
L W F L L [ i
E 9b9�1aG ��' 3A I. :til �',► ;
GAR #314 pE ;
2-Sty wood1AN� �•. E "I' I
sum
oy Proposed ;` :`,..;�r�, ,.) ;,�� �,W9
p��ro 6'x34' ;!`:ti3' `3' Inc.
Q,
Porch
#14 Stockade o
<. dwelling
Fence �6 p, 20 Balch Avenue
Grove€antk MA 0 183 4
y P 975,891.5203
%mw.pfslmuf.com
LAts���r y ` ,� 1 CERTIFY TO THE BEST OF MY PROFESSIONAL
�°*,U► j KNOWLEDGE, INFORMATION,AND BELIEF,THAT THIS
PLAN IS BASED UPON AN ON-THE-GROUND SURVEY IMTE RMSION �rfl
orb PERFORMED BY PFS LAND SURVEYING INC,
a
,ed o STORMWATER
REMEDIATION PLAN
IN
SCALE,- T"= 40' NORTH ANDOVER, MA
314 Salem Street
PROFESSIONAL LAND SURVEYOR North Andover, MA 01845
4a a 40 80 SCALE 1°=40' CX0'BY:D.SEAATI
DATE:10 14 2024 CHKD.UY:U.PARMEHrER
PROJ,24014 SHEET 1 OF 2
I
STORMWATER NOTES
1
1. THIS PLAN HAS BEEN PREPARED FOR STORMWATER REMEDIATION DRIVE WOODEN
IS SUBMITTED CONCURRENTLY WITH A DRAINAGE REPORT STAKES MIN. 12"INTO
FROM THIS FIRM. OUNv
2. STORMWATER REMEDIATION FOR THE SITE IS PROPOSED BY THE PR��W
CONVEYANCE OF ALL RUNOFF FROM ROOFTOP OF THE PROPOSED
FARMER'S PORCH INTO ONE(1) 2--FOOT DIAMETER LEACHING SILT SOCK(9"TYPICAL) j
CATCH BASINS, AT A DEPTH OF 2--FEET. THE BASIN WILL BE i
ENCASED IN A 12--INCH WIDTH OF CLEAN,CRUSHED STONE, AND
WRAPPED IN POLYETHYLENE FILTER FABRIC,
211x211xX WOODEN
¢��Oc STAKE(10'U.C.)
X.
PLAN VIEW
9"SILT SOCK
(OR APPROVED EQUAL)
i A;}6 CTx*SUA;;8'MMIT>
C1.A"AA(+.Dan ry)
2 CIkCU+ll!x.11YlA:R'P1fftC'A+'1fT
TYPE W p IT 1i,.!o Fz 5v 1+.�xol � WORK AREA AREA TO BE PROTECTED
V DM SP I JGp Y. P:YGTIOIF5.A'iJ H+lt
C fT RYI•:�D
C hi+•170.E
5.rn rD'Ifi4J}oa searr•Of m• l
42" J�++Y 5.'+A!k LCY1iR!tO!7e+4'
pr C11KVe41 rVIITl4:R'741CR4'•
Ip!4T!CAI,+1 TO D F 2 8C!R7 r'
04.rY
4.A!L STRVCT:58!•A::071<CKIA �11k
TO VA55 0 0 T.V-01 ICALnCt 5
8"OPENING FOR
Sock SECTION VIEW
CLEANING#SCREEN
��
TOP OF'�
Ow PE i t V '''' 1. ALL MATERIAL SHALL MEET SPECIFICATIONS BY FILTREXX
Proposed OR APPROVED EQUAL,
4"W ELL 11 •':I I•ss Leaching Catch LCB 2. SILT SOCK SMALL BE INSPECTED WITHIN 24 HOURS
4 HDPP �nesz? BasinAFTER EACH RAINFALL AND AT LEAST DAILY DURING
�5?C110115 PROLONGED RAINFALL.ANY REPAIRS THAT ARE REQUIRED
1 x CLEAN STONE Rp� �� SHALL 8E MADE I M M I;IIIATELY.
5E1/4 IN/F�'MIN. � trpa��a� � 1 q E,
OR MORTAR, a THE CONRACTOR SHALT.REMOVE SEDIMENT AT THE BASE
t OF THE UPSLOPE SIDE OF THE SILT SOCK WHEN
ti 4"FIEA pPLASTIG PIPE Tm L I aF ACCUMULATION HAS REACHED 1/2 OF THE=EFECTFVE
L-II �G�N� HEIGHT OF THE SILT SOCK
io ! aTrat L�
z R EA
rT 2"MIN.SCREENED GRAVEL -O �� SA$DYE C HE DEVICESHALLS!HAS BEEN P Rl IANEIdMAJNTAINED UNTILITLY STABILI D
_• + OR CRUSHED STORE 0j(\g P`L� AND CONSTRUCTION ACTMTY HAS BEEN COMPLETED.
3 14 �FG L..
NDISTURBED EAI TH 2—sty woad
SILT SOCK INSTALLATION DETAIL
SCALE:I.T.S.
DOWN SPOUT CONNECTION
TO LEACHING CATCH BASIN Pavered Proposed
Patio 6'X30'
NOT TO SCALE Former's Porch PFS lmd
sulveVIM9
Inc
20 Balch Avenue
Gruveland.MA 01834
STORMWATER DETAILVIEW P978.891.5203
SCALES 1" 21V slssw.pfrinrrrf.conr
A DATE I BY JAPYO
STORMWATER
REMEDIATION PLAN
IN
NORTH ANDOVER, MA
314 Salem Street
North Andover, MA 01845
SCALE:NOT TO SCALE CALL.BY,D.BEATI
DATE;10 14 2024 CHKO.BY:9.PARMENTER
PROJ.24014 SHEET 2 OF 2