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Article 23 - Acquire Perm Easement over 145 Sherman - 145 Sherman Street Revised Stormwater Plan.pdf pdf file

Town Meeting · Town Meeting archive year 2022 · Record d01c9d7cff91fb3f94

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Saved text from 1 source pages. Transcription and OCR may contain errors; verify figures and wording against the original. Retrieved 2026-10-15.

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RESPONSIBLE PARTIES: MARTIN DEVANE
6 HISTORICAL WAY
CANTON, MA” 02021
781-760-8676

NEW HOMEOWNER (AFTER HOUSE IS BUILT AND SOLD)|

4s exrowar 105

a      a                    ee Re Sam acts
H                                                                                            ee                                    Bases                                                                 AFTER A MAJOR Si         4
1m              68                               ROOF RECHARGE INSPECTION PORT.                                                                                         i                                                                              BOTTOM OF THE CULTEC SYSTEM(S) VIA THE
worms g9e- fg. 970)                                                  NOTHTOISCALE.                                                                                                                 tt                                                                 INSPECTION PORT TO VERIFY THERE IS_NO
perusal Ne” (048)                                                                                                  NOT TO SCALE                                                                          ‘                                    STANDING WATER IN’ THE BOTTOM OF THE
d                                                                                                                                                                                                   wassuserts                                CHAMBERS. ALSO INSPECT THE CLEANOUTS AT
=                                                  a                                                                                                   cries                                 EAGH DOWNSPOUT AND REMOVE ANY TRAPPED
—             SA uaoarss'                     ee                                                                                                            CRUSHED STONE            Rake
‘SMD Lou                                                                                       NBP27'95"E                                                                   a6 3' Hero sear                                                    DRIVEWAY SHOULDER:        REMOVE SEDIMENT, TRASH AND DEBRIS WHEN
Lisced                                   2                                                                                                                                                                                                                    OBSERVED
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96 F                                                           |" CULTEC ROOF RECHARGE
ia                                SYSTEM (TYP) SEE DETAILS

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é                                   zs        FOR ADDITIONAL _ |                                              RIL OF CANIN STOEMATE RULES & GEGILATONS,
            INFORMA RON ~                                                        BEQUREMENTS. 1.318 SP (ROOF) w LO-INGH = 110 GF.

2, GROUNDWATER RECHARGE PROWDED:
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ieee tat                         ‘S3OHL CHAMBER AND SURROUNDING 5}

100.00"

m0

Moraes 060" (1. 200)
No

‘REFUSAL O56" (EL 87.0)

=                                                                                                                 LAN. NOTES:
PROPOSED DWELLING             =                                                                                                                                      4, EXISTING CONDITIONS TOPOGRAPHIC INFORMATION WAS A

No,145,                                                                                     RESULT OF A FIELD SURVEY BY SITE DESIGN PROFESSIONALS,
TO =106.5              Z                                                             1     16 Wi ate, 2019.

BSMT. FL=99.0                                                                                     Ne
td                               LOT 2A       siete                                                    2, UMUTES ARE PLOTTED FROM FIELD LOCATION AND ANY.
16,973 SF.

3.N6730'49"W_

a

‘AVAILABLE. CONTRACTORS (IN ACCORDANCE WITH
MASSACHUSETTS LAN) MUST CONTACT ALL UTUTY COMPANIES
‘BEFORE EXCAVATING AND ORILNG ALSO CALL DIG SAFE AT
1-868-D1G-SAFE.

TMS LAND IS SUBJECT TO ANY EASEVENTS,
FRIGHTS-OF-WAY, RESTRICTIONS. RESERVATIONS, OR OTHER
UMITATIONS WHIGH HAY BE REVEALED BY AN EXAMINATION OF
THE TILE.

4,_THE OFFSETS AS SHOWN ON THIS PLAN ARE NOT TO BE
Useo For THE ESTABLISHMENT OF PROPERTY LINES OF FOR
THE ESTABLISHMENT OF ANY PROPOSED CONSTRUCTION.

5. THE SITE IS LOCATED IN A ZONE X (OUTSIDE THE
[score is 1.81 (ne)                                                             ‘500-YEAR FLOGD PLAIN) AS SHOWN ON THE FLOOD INSURA

[RATE MAP (FIRM) FOR THE TOWN OF CANTON, COMMUNITY
‘PANEL NO. 250235 0004 8, REVSED 06/4/87.

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SHERMAN  (usuc - 40’ woe) STREET
Pa

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it

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SEG SSW

WAP 43 — PARGEL 141       ‘OUNER APPLICANT:
MARIN J. DEVANE
ZONING CLASSIFICATION:        & HISTORICAL WAY
SINGLE RESIDENCE "C*        Natusbodeltit eraved
lan LOT AREA: 10,000 SF.                     :
fin. FRowrAce: 72.Fr           Cocssepecasmne
Or MOM THROUGH BLDG: 100 FT. BOOK 633, PAGE 11
FRONT YARD SeTBAGK: 00 FI
‘SDE YARD SETBACK: 10 FT          EED_ REFERENCE:

level iit etal cidtecn    BOOK 36854, PAGE 463

1.5 2INCH DIA. WASHED,

cunree contactor ao x. nor USED STONE                                      <OLNOWNOVENFLTERTASRI                                                         :       fe                                              STORMWATER MANAGEMENT PLAN|
LAWRENCE                     A ee plc             st aici              10"                     TRENCH DRAIN DETAIL _*                                   145 SHERMAN STREET
=   ce eee    Peon                            ‘NOT 10 SCALE                                            IN
STREEF ==,             118. on                  a                                                                                  CANTON, MA

in     i i il iii                                 a                                                                                     Orr raa ha mas hae                  SCALE: 1"=10"              OCT. 15, 2019

il                                                               .                                                                                       ean =a a ert,                 Site Design Professionals, LLC
A                                                                  Sa | |                                     ca on _                          Civil Engineers
Oe                      x          i          y                                                                                                                  ‘Somers at                                       One Merchant Street - Suite 110
ren                                                                   7                                                                                                                                                                                                                                                     Sharon, MA 02067
:                                         Tel. 781-784-4020 - Fax 781-784-4022
REVISIONS:
WAG79 ~ TOR IONE COBEN

a

3
4%,
ye

7

‘SURROUNDING THE RECHARGE STRUCTURES (DOWN TO THE NATVE CI LAYER) SWALL
Be MME & PERC SAND. (TI)

=
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cones
RECHARGER 30%. HO av CULTEC, ING. OF aROONFELD, CT
REFER To CULTEC, no. CURRENT RECOMMENDED
IneratcaTion ouibeuss.

Use REGHAROER S90 HO HEAVY DUTY FoR TRAFFIC ANDIOR
NaOAPPLGATIONS. ROOF RECHARGE SYSTEM - CULTEC RECHARGER 330 XLHD                                                                                                                                                                                             hana EE EET

WOT 10 SOME                                                                                    SHEET 1 OF 1        cuent: 0067-19 SITE: 00338

ACCORDANCE WITH AL APPLICABLE LOCAL, STATE AND
FEDERAL REGULATIONS

2:\Engineering\SbP-PROJ\S-00338 SHERMAN ST-CANTON\dwg\S~00338-C-0067-19-BPP.dwg