HomeMy WebLinkAbout2024-12-03 Approved Plans - Stormwater Remediation Plans ,GENERAL NOTES FIA-A,
1. OWNER OF RECORD IS JAIME LYN—PICKLES.
2. REFERENCE SUBJECT PARCEL
OF THE TOWN, OF NORTH ANDOVER ASSESSING RECORDS. `�-�� LO C U
EEII
3. DEED REFERENCE IS BOOK 17764 PACE 335 OF THE. ESSEX S-rfR
NORTH DISTRICT REGISTRY OF DEEDS, SA GOUtqTyLAYOUT
oOL101
4. PLAN REFERENCE PL 101619, PL 1 043 ESSEX NORTH DISTRICT 8 � ,
REGISTRY OF DEEDS). AYi
C-Q-) N_ ROAD �
. THIS PROPERTY IS NOT LOCATED IN A FLOOD HAZARD AREA, PER
FLOOD INSURANCE RATE MAP # 50090O23 F DATED JULY 31 2012.. .89.7'8' 0 314 i� �
. LOT IS SERVICED BY MUNICIPAL 'CATER AND SEWER. R80ry00' NORTHNDOIIER, M
7. CALL 811 TO LOCATE ALL UNDERGROUND UTILITIES PRIOR TO
;� Et, LOCUS M ►�"
(NOT TO SCALE
CONSTRUCTION. Conc./ Stone �
Walk l � c
Lot. AreM 1
8. REQUIREMENTS PER THE TOWN OF NORTH 3
OOO.?2 S.t. 0 ,
ANDOVER ZONING ORDINANCE: 74 Acres73
ZONE - RESIDENTIAL DISTRICT R -3
EDGE OF PAVEMENT
MINIMUM LOT SIZE 25,000 SQUARE FEET Chain Lin,k BOUNDARY LINE
MINIMUM LOT FRONTAGE . 125 FEET Fence 318 Ridge ABUTTING BOUNDARY LINE
MAXIMUM BUILDING HEIGHT 35 FEET 2- st ' good El*. ,219.1O'
BUILDING
MINIMUM BUILDING SETBACK FRONT -� 3O FEET FF
`'� E-� 205 5 ' r ��. .�.
M I � SILT SOCK
MINIMUM BUILDING SETBACK SIDE 201 FEET ... .� EDGE OF BROOK
Vj
MINIMUM BUILDING SETBACK REAR 30 FEET N 66901711 BACK
,' Sit I � µ ,, UNDERGROUND SEWER
9. A SECTION OF BORDERING VEGETATED "WETLANDS �� STONE WALL
red
B WERE FLAGGED BY NORTH ANDOVER ESEX COUNTY DDraD
y
u
CONSERV
ATION C01MMISSION AND LOCATED BY THIS F � WITH BRASS RIVET
FIRM ON, SEPTEMBER 16, 2024. SILT sed e Shed E SE ."
P' T IRON ROD FOUND
�""' 1.� .�— "..' EDIT. GONG. BITUMINOUS CONCRETE
Surer LinePro
1 � � P'a)I � �
' V
(Approximate)
,�' ., - 1 A N/F NOW OR FORMERLY
Co CID
80044 too
qfN-Q) "Z " t Concrete N 5
4.4 9, K '�' �• V F
Apron
F
#3114 3A
GAR
ex. dwelling
1
survloyRW5�
ex. dwelling
0
20 Balch Avenue
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BD BRO
CIF BRO
I CERTIFY TO THE BEST OF MY PROFESSIONAL PRIVACYSION By
APIVD
I�!
"OF KNOWLEDGE, INFORMATION AND BELIEF THAT THIS
R��HARD D PLAN IS BASED UPON A ON--THE—GROUND SURVEY TORA
P
� ERFORMED BY PF
S _ D SURVEYINGREMEDIATION PLAN
CIVIL
INC.
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IN
� . � � - NORTH ANDOVER, MA
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IRA
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SCALE- 1 40' D Sa 318 lem Street
, ML
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L MA ,� ��� North Andover, MA Oil 845
'0 11 .,o a If
„ � S�C�: � = 40" C&!C. BY: D. 13150
PROFESSIONAL LAND SURVEYOR
PARMENrl=R
jg FROJ: 24014 SHEU 1111OF 2
DRIVE WOODEN STAKES
MIN.I2^1NTO GROUND
z'-o' 4-0
PROTECTED
.] At ,q �:::.::..... AREA
:... SILT SOCK(9"TYPICAL)
Q
Cti:;-RSTE r_:-GRCtnD
cY AFRO': sni;�sn rs
., PAIL
�. 2"x270'1VOODEN
z-n SWIM- °S STAKE(10'U.C.)
Oa tVA i VOID-3
REQTARFDf ....
4 40 4
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SECtTIONA-A
PLAN VIEW
I:7-GROITIM .1;Wj V11r'NMV-r Ft'CL
r4 9"SILT SOCK
s.FC'c+rco:a Rk aFi<ax #318 (OR APPROVED EQUAL)
Ex. Dwelling
WORK AREA _ AREA TO BE PROTECTED
A-i
I:1FIL7R UC•N
I xr tiC}3 013 s F R VATIC N FORT
b"YkY-k tti:�-U t V
HDS'F•F`1FE
PLAN
CONCRETE APRON SECTION VIEW
INFILTRATION TRENCH Ex.
� NOTES
Patio 1. ALL MATERIAL. SHALL MEET SPECIFICATIONS BY FILTREXX
OR APPROVED EQUAL.
Stockpile 2, SILT SOCK SHALL BE INSPECTED WITHIN 24 HOURS AFTER EACH
'sue? " " RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL.
Ar e o AN Y REPAIRS THAT ARE REQUIRED SHALL,BE MADE
IMMEDIATELY.
esl�rau� a0S" I
W 3. THE CONRACTOR SHALL REMOVE SEDIMENT AT THE BASE OF
THE UPSLOPE SIDE OF THE SILT SOCK WHEN ACCUMULATION HAS
o Stob it ized
� , REACHED 112 OF THE EFECTIVE HEIGHT OF THE SILT SACK.
Privacy O O _ f Dor�stuction
a 4. SILT SC]CK SHALL BE 1VItLINTt1INED UNTIL DISTURBED AREA
Fence
p E n tr o n C e ABOVE THE DEVICE HAS BEEN PERMANENTLY STABILIZED AND
{ CONSTRUCTION ACTIVITY HAS BEEN COMPLETED.
a Concrete
STABILIZED ° Proposed o Apron
CONSTRUCTION ENTRANCE [] ]�
0 X 3 ' l O o l b SILT SOCK INSTALLATION DETAIL
SCALE:NX.S.
p O
1~ILE:ROAD DIVGSICONST-RUC ION ENTRANCE O O 2' Stone
Infiltration Trench PFS 14md
CONSTRUCTION SPECIFICATIONS
I)STONE FOR A STABILIZED CONSTRUCTION ENTRANCE
SHALL BE I TO 2 INCH STONE,RECLALNIED STONE,OR Survevina,
RECYCLED CONCRETE EQUIVALENT.
2)TIIE LE230TII OF 11IE STABILIZED ENTRANCE SIL'al,NOT 13E
LESS TTIAN 50 FEET.EXCEPT FOR A SINGLE RESIDENTIAL LOT
li HERE A"FDDT MINIMUNi LENGTH WOULD APPLY. Inc
?)THE THICKNESS OF THE ST014H FOR THE STABIL17-TION
ENTRANCE SHALL NOT BE LESS THAN 6 INCHES,
20 Batch Avenue
4)TIIT.WIDTHOF TIIE ENTRANCE SIIALL NOT BE LESS TIIAN Silt
Givveland,MA 0I834
THE FULL WIDT11 OF THE FNTRA14CF WIIFRF INGRFSS OR STORMWATER D ETAS LV 1 EAU EURESS UC'C URS OR 10 FFEF.1YIIICH EVER Is UKMLER. Sock F ir.pfW 1.52D3
1{'1f'i f'.11f SICI►Id.CQ171
5)GEOTEXTILE FILTER CLOTH SHALL BE PLACED OVER THE NOT TO SCALE
ENTIRE AREA PRIOR TO PLACING THE STONE.FILTER CLOTII IS
NOT REQUIRED FOR A SINGLE FAMILY RESIDENCE I.OT.
2 11/20/24 REVISED PER HW COMMENTS ORD ORD
6)AI.I.SIJRFACi.%VATFR TIIAT N FI,OWIN(i TC}OR I)IVFRTIi1]
1OWARDS'i HE CONS rRUC 110N EN 1 RANCE SHALL 111i PIPED 1 ]1/O2/24 ADD PRIVACY FENCE BRD E3f2D
BENTATII TIW ENTRANCE.IF PIPING IS LMIMACTICAL.ABERM 4 DATE REV610N B'( AP'V'D
WITH 5:I SLOPFS THAT CAN 13F CROSSFI)BY VF HICI.R-SMAY BF.
SUi3S ii IU 1'L:I)t'UH'IIIIi YIPI;.
7)TIIE LNTRANCE SIIALL BE I,4AINTAITdED IN A COIIDTFION STORMWATERNOTES
STORMWATER
THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
014TO PUBLIC RIGHTS-OFA AY.THIS MAY REQUIRE PERJODIC I. THIS PLAN HAS BEEN PREPARED FOR STORMWATER REMEDIATION
TOPDRESSLNG OF ADDITIONAL STONE AS CONDITIONS REMEDIATION
DEMANDANDRF.PAIRANTS'CYRCLFANOU'rOFANYNIPASURFS AND IS SUBMITTED CONCURRENTLY WITH A DRAINAGE REPORT
USED'I'O IRAP SE'I]NIEN I-.ALL SEDIMEN I'SPILLED.15AS1 ED= FROM THIS FIRM. IN
OR TRACKED OIITO PUBLIC RIGIITS-OF-WAY MUST ICE
RI:P,iOVEI)PR[7>tiSPTi,Y. 2. STORMWATER REMEDIATION FOR THE SITE IS PROPOSED BY THE NORTH AND OVER, MA
R)1YIIEEL5S PROMPTLY
Ci.EArrEDTO REMOVE MUD PRIOR To CONVEYANCE OF ALL RUNOFF FROM THE PROPOSED POOL AND
ENTRANCE ONTO PUBLIC RIGHTS•OF-WAY.WHEN NVASHING IS
REQUIRID,ITSHALLBEDONE014ANAREASTABILIZEDWITIi DECK INTO A 2-FOOT WIDE INFILTRATION TRENCH, AT A DEPTH31$ Sale.Street
STONE WHICit DRAINS ITITOANAPPROVEDSF.DI?-MNT 2—FEET. THE TRENCH WILL BE ENCASED IN A 12---INCH WIDTH OF
TRAPPING DEVICE. CLEAN, CRUSHED STONE, AND WRAPPED IN POLYETHYLENE FILTER
FABRIC.
SCALE: NOT TO SCALE CALL. BY: D. BEAT]
DATE: 10/14/2024 CHKD. BY: B. PAR1,4ENTER
PROD: 24014 SHEET 2 OF 2