64-360 - LAURIER ROAD - CONSERVATION COMMISSION � DEP 64- 3�C
Plans.
I�fiTLA1VO6 RECEIVED
,•,EUMRVATION JUL 2 0 2006
~c DEPT.OF PLANNING&
COMMUNITY DEVELOPMENT
Wetland Restoration Program
7 Laurier Road
Salem, Massachusetts
Prepared for:
Mark Tremblay
7 Laurier Road
Salem,Massachusetts 01970
Prepared by:
Wetlands Preservation, Inc.
47 Newton Road
Plaistow,New Hampshire 03865-2406
Job#3298.0
June 8, 2006
APPROVED
Wedand Restoration Program
7 Laurier Road
Salem, Massachusetts
Introduction
As part of construction of a single-family house, garage and appurtenances at 7 Laurier Road in Salem,
Massachusetts,approximately 550 sq. ft.of wetland resource area was filled due to incorrect placement of
erosion control barriers. The wetland resource areas impacted are Bordering Vegetated Wetlands(BVW),
and,the Salem Conservation Commission(SCC)has issued an Enforcement Order requiring restoration of
the wetland area to restore wetland function to the areas impacted. This wetland restoration program is
intended to provide for regrading and revegetation of the resource area that was impacted and for
stabilization of side slopes and wetland area to assure no erosion or sedimentation problems prior to full
stabilization of soil surfaces.
The house and garage construction was performed under an Order of Conditions(OOC) issued by the
SCC and references a site development plan by Griffin Engineering Group,LLC dated December 16,
2003,revised March 16,2004. This plan denotes the edge of BV W adjacent to the garage on the
property. The flag line in closest proximity to the garage is identified as Wetland Flag Line Al —A4.
Flag Al is located approximately 35 feet north of the existing garage,and Flag A4 is located on the
headwall of the outlet structure to the south of the garage. Wetland encroachment was observed by WPI
on the property from Wetland Flag A2 through Wetland Flag A4. The area impacted appears to be
approximately 550 sq. ft. The existing undisturbed wetland areas consist of a vegetation canopy limited
to the herbaceous stratum, including broad-leaf cattail(Typha latijolia),purple loosestrife(Lythrum
salicaria),sedge(Carex-spp.), hydrophytiagrasses and goldenrod(Solidago spp.). Soils on the site
appear to be significantly altered likely as a result of historic excavation of the adjacent drainage channel,
1
as well as filling along the edge of the wetland off property. The existing wetland area has some ponded
water associated with it, likely trapped by the berm which resulted from excavation of the drainage
channel,and recent high runoff conditions. Ponded water areas appear to beless than six inches in depth.
From discussions with the property owner, it was determined that the fill placed in the wetland was placed
without disturbance or removal of previously existing hydric soils,and,as a result,removal of fill
material down to original soil layers should allow restoration of pre-existing hydrology and soils on the
property. The original soil will also contain historic seed banks which should allow for recolonization of
the area by similar vegetation species following restoration.
Regrading of Wetland Resource Area
Based on pre-existing topography shown on the referenced site plan and existing fill material, it would
appear that approximately 2 to 2.5 feet of fill has been placed on portions of the wetland in the vicinity of
Wetland Flag A3 to A4. Lesser amounts of fill were placed�within the wetland between Wetland Flag A2
and A3. As a result of grading requirements for the garage,the most appropriate manner for regrading the
area between the garage and the wetland is to create a low landscaping wall to reduce the steepness of
grading associated with the side slopes,as well as the grades adjacent to the east side of the garage.
Proposed restoration grading would consist of removal of surficial fill material from the wetland area
back to the pre-existing wetland boundaries.
Following removal of fill, an erosion control barrier consisting of a silt fence will be placed at the wetland
boundary to protect the historic wetland from erosion or sedimentation from upgradient areas. In order to
reduce side slope grading,the applicant proposes to construct a low fieldstone or equivalent stone wall at
the location of the original erosion control shown on the site plan. This stonewall will extend from the
headwall at Wetland Flag A4 to approximately Wetland Flag A2. The wall is expected to range in height
from six inches to 2.5 feet,and will allow for gradual slopes to exist between the garage and wetland area.
2
Wetland and Buffer Zone Planting Plan
While it expected that the newly exposed wetland soils will include a number of viable seed sources,
the area of restored wetland will be seeded with a wetland restoration seed mix. The content of this seed
mix is provided on Table 1. The seed mix includes a number of indigenous wetland plant species,as well
as grass seed mix which will act to rapidly stabilize the soil surface within the restored wetland area. Due
to the presence of extensive growth of cattails and purple loosestrife in the immediate vicinity of the
restored wetland, it is expected that there will be colonization of the restored area by these two species
within a short period of time. While these represent invasive wetland plant species,there is no reasonable
likelihood that without intensive manual effort or chemical applications,these species can be eliminated
from the restored wetland area or the balance of the wetland area in proximity to the site. The cattails,
however,do provide a substantial benefit in terms of the uptake of excess nutrients from stormwater
runoff and do provide stabilization of soil surface areas, as well as a matrix of roots and stems which tend
to trap sediment in stormwater runoff. Due to the existing proximity of these species to the restored
wetland area,we do not currently propose or recommend any invasive species control program.
As indicated above,the property owner will be installing a low fieldstone wall along to the wetland
boundary. The area below the wetland boundary will be seeded with an upland restoration seed mix
(refer to Table 2)which will provide herbaceous cover in that area. In addition,highbush blueberries
(Vaccinium corymbosum)(18"to 24"stock)will be planted on 8-foot centers along the base of the wall to
provide additional screening of the wetland area,as well as a wildlife food source in close proximity to
the wetland area. This vegetation planting is also intended to provide a visual and physical barrier to
areas below the retaining wall to enhance the buffer zone in this location.
As a result of the access required to the site by heavy equipment to remove fill from the wetland area,the
area above the stone wall will require regrading and revegetation following wetland restoration activities.
3
it is recommended that these areas be regraded and immediately seeded with a turf grass seed mix to
establish a dense matrix of grass stems on the soil as soon as possible following construction.
Site Monitoring
Monitoring of the regrading of the wetland restoration area is recommended during the construction
period and prior to seeding and planting of the area. Subsequent inspections will be as requested by the
SCC and should be undertaken by a qualified wetland scientist. Reports of site inspections should be
provided to the BCC on an as-requested basis.
4
Table.1
WETLAND RESTORATION SEED MIX
SPECIES PERCENT
Red to (Agrostis alba) 37.5
Switchgrass Panicum vir atum 31.25
Fox sedge(Carex vul inoidea) 6.25
Soft rush(Juncos eJfusus) 6.25
Nodding bur-marigold(Bidens cernua) 6.25
Swamp milkweed(Asclepias incarnata) 6.25
Nodding smartweed(Polygonum lapathifolium) 6.25
TOTAL 100
Application rate is one pound per.5,000 square feet.
5
Table 2
UPLAND STABILIZATION SEED MIX
SPECIES PERCENT
Creeping red fescue Festuca rubra 25
Tall fescue Festuca arundinacea 25
Ted to (Agrostis alba) 25
Switchgtass(Panicum virgatum) 25
TOTAL 100
Application rate is one pound per 5,000 square feet.
6
LOCUS
Horton St.
Laurent
�a
o Leval Rd.
K
Horton
Map 23 Lot 46 0
J E
Map 23 Lot 47 37 Willson Street / 's%
SITE sr. 5
41 Willson Street N/F Stefanov SC
N/F Dupuis ^ N Laurier
J`
� TSF
FT
4 SCALE: 1 "=400'
tiv 7 I (t
Ma 23 Lot 45 S
Map �Z ^fir ^
�] 35 Willson Street ` \
N/F Poussard " t ` \A _ � � c, C4
Map 23 Lot 44 � �v-' � J.s�
33 Willson Street l7 X�
0 N/F DeMeule A O
Bk. 5780 Pg. 138 C�
Map 23 Lot 43 �k �
31 Willson Street w
40 - WIDE SET N/F Lauranzano A?
DRAINAGE Bk. 17685 Pg. 73 fff
EASEMENT 6so04j'f LR. �
Double CB SET Map 23 Lot 42
Lot 48 Rim=23.7 _ /
Ma 29 Willson Street 23 . �
lout=21.2 N/F Lavoie
1 Story Road
New 12" RCP Drain r j NNN�
N/F Sultzbaek to Replace 24'-RCP Drain Bk. 2719 Pg. 580
Min. s-0.01 ft/ft
8
S 00
Map 23 Lot 49 _J �' �• .u�c ce � ' -
5 Laurier Road \ ;.la nqt cp y" �- Map 23 Lot 41 1
N/F St. Pierre �� \ 25 Willson Street N9T
Bk. 10513 Pg. 144 o Za -'X �� Druii. N/F Belanger
od� ReplaeaLR. \1 fir{
Test Pit Req'd \ - -_ .dllZ RCP SET S62\ �/•p//,�,1-' "�, . /� �/
to Confirm Material - rlacdcd)
do 23• /_ '.J l/J\ .F' -„}',
Elevation fi _ 2425- 60.7
p 7,.28
O
! C� \ No Date Description
ry Proposed25 2-12 N" Revisions
Prop. 1"0 Type uoy \°Icr Mw" 1( Star
St �" � v
• K Copper 11, Residence ^2S H.P. I.R. pA
FF E1.=28.0 25x4 SET V �"
_ r' al. or .,a I - - - - - I.R. 42' �- Propose
_ �x2 \ 20 x30
a Pr°wLp_Ba-Cl'Y 52 DI Warmer Line �bt NCr11.lARr. . SET / \ -�_ ,
J. / 26x0 - Garage
L A U R I E R ROAD RIM 2d 1 �� Floor=26.5'f C
¢. ' Rua b.i:. NV 22.0'., "� ; -` S 4"0 Sch. 40-P-V(7� \ x /�2 -_ ftaBERT
+ INV 21 be Mi.'I�� .. ,S` - .3' _ ?
---- - - - -
P ' I h �y ` i Prop. Sewer \- \
I U b I 1 C W C y J\ 000 ch Prop. 1�- Pump Chamber -
�y 4p P e � �CD Map 23 Lot 24 + J�' � g ac'nnL"
I - q
( o„dn VC Pressure Sew ':`i N S , z 6 Champlain
EC Road
s (D 99' o _ N/F Ciasullo
o SSSFrcpa,NseAa>EIeQ s E
tat�
�
p �v
22.00 � ' // I 0000 O81
o LEGEND
1 mow. �O I R. \ 2 0 _U /
E r \ Concrete Headwall a, rn D
Adapter w/ Chain Link Fence M �� S65'.1'20"E \
Property Line Griffin
as req'd TOW = 7.34't 85.00'
Pump _/ '-� "- r' INV = 17.34' � Drainage Easement " � _�`• 'a
Chamber Existing Contour `'`; -(' \ Engineering
1I" NPT "Castle Hill Playground 4.5 SF Thrust CB _ 1 - - •- • - - •-- Existing Pavement Group, LLC
yg Block Req'd Rimt=TBD Existing Buildings P,o Box 7061
23.5
Map 23 Lot 51 Inv. out=TBD I.R. � 9 9
14 Story Road SET - y Y s Existing Sewer Line 100 Cummings Center, Suite 222G
N/F City of Salem DMH J ExistingSMH Beverly, MA 01995
Curb Stop & Check - 12" RCP Rim=23.3
lk PVC Valve Assembly. F./One Min. s=0.01 ft/ft lin=TBD lout=TBD �
Existing Utility Pole Tel: 978-927-5111
Part No. PA 1 o 329 P03 Oh I.R ��5 0 - AS- -
�J
Test Pit Req'd SET _2 Wetland Resource Area Fax: 978-927-5103
�
to Confirm Materia R/ � ��' wetland Buffer Zone
DETAIL (NTS) - AREA OF LOCUS = 22,333 t S.F. & Elevation
NOTES: Zoning Setback Mark Tremblay
1. This plan is the result of on instrument survey. 20' Proposed Grading Laurier Road
2. Elevations are on Salem Sewer Base (Mean Low Water). 24x5 Proposed Spot Grade Salem MA
3. Parcel is located within the R-C zoning district.
4. Existing conditions surveyed by North Shore Survey Corp., 47 Linden St., Salem, MA. - - - - - - Proposed Edge of Pavement
5. Wetlands delineation by Griffin Engineering, August 2003.
6. Utilities shown hereon were based on information available to Engineer at time of plan =-=_--_--_.•_--= Proposed Bit. Curbing
preparation. Utilities may not be complete nor accurately shown. Prior to any on-site Proposed Building
excavation, Dig-safe and municipal utility providers must be contacted and provided
opportunity to consider proposed work and mark utilities. Proposed Water Service Conservation Plan for
7. Proposed utility connections must meet all requirements of the utility provider. s s s s s Proposed Sewer Service
Street Extension and
PLAN REFERENCES: GRAPHIC SCALE Proposed Erosion Control Single-Family Residence
1. Deed Reference: ESRD Book 14968 Page 92. Record Owner: Mark Tremblay. O Iron Rod Set
2. Plan References: Plan Book 62, Plan 67 20 0 10 20 .o ee Laurier Road
Plan Book 114, Plan 60
Plan Book 27, Plan 30
3. Easement Deed Reference: Book 5762 Page 351 and Plan 179 of 1971. INDEX OF DRAWINGS: SQ91% t* = 20'
4. Proposed Flood Control, Pipe Conduit, Channels & Pumping Station, South River, Salem, ( IN FEET )
Sheet 5, prepared for Massachusetts DPW by Camp Dresser & McKee, Boston, MA I inch = 20 tt. C-1 CONSERVATION PLAN FOR STREET EXT. & J No. 3-280
5. Land is shown on Salem Assessor's Map 23, Lot 0050. SINGLE-FAMILY RESIDENCE C-
6. FEMA Flood Zone C. FIRM Map Community Panel Number 250102 0005 B, August 1985. C-2 PRESSURE SEWER DETAILS Fiep�sal�tremb
C-3 ROAD & UTTT 7Y DE TAILS ; i; p91Z ; /03 :
,ii fIS: -a, A` .W ,L '-XI ,a MIM" ._ `a 'A 'W n. r. ir L .. s:: {Y a" '.a Y )♦.' 'l- 1 7
r
I
I
j
I
N/F DEMEULE N/F LAURANZANO N/F LAVOIE
ABUTTERS SHED
ENCROACHES OVER /J
LOT LINE 3't
S65'21'20"E 562'23'28"E
S70-55.47'E 85.00'
60.17' _
55.00' o WOOD FENCE a t �j
\ n
� AREA = 22,333 f S.F.
o 'oma FO�Npq
0 �
1�; o \ ekp�SPMFNT \
N
AipP I
EXISTIN TION
FOUNDA \ o v
N/F 11.3 r v
I ST. PIERRE o
(6_ \
L=195.99 0
t� R=422.00 0 0
LAURIER ROAD
i
i
i
REFERENCE:
DEED: REC. BK. 14986 PG. 92
PLAN: PLAN BOOK 27 PLAN 30
TO L)AtXVGIZS SAVINEIS C3ANIC .
I CERTIFY THAT THE BUILDING (S) SHOWN HEREON
ARE LOCATED ON THE GROUND AS SHOWN AND THAT THEY
CONFORM TO THE DIMENSIONAL REGULATIONS OF THE
ZONING BYLAWS OF THE CITY OF SALEM MORTGAGE INSPECTION PLAN
AT THE TIME OF CONSTRUCTION OR ARE PROTECTED UNDER
GENERAL LAWS CHAPTER 40A SECTION 7. LOCATED AT
I ALSO CERTIFY THAT THE PREMISES SHOWN ARE =E"`t"OFM S 4 LAURIER ROAD
NOT LOCATED WITHIN A FLOOD HAZARD ZONE ASSALEM
s� GAIL GGN
DELINEATED ON THE MAP OF COMMUNITY #250102 PREPARED FOR
v SMITH H
SALEM, MA., EFFECTIVE 8-5-85 4 No.35o43 x MARK TREMBLAY
THE FEDERAL EMERGENCY MANAGEMENT AGENCY. snN^' LAW)
�°���
CALE: 1 -
30 JUNE 29, 2004
NORTH SHORE SURVEY CORP.
Q J- Oil � -y 47 LINDEN STREET - SALEM, MA.
DATE , REG. PROFESSIONAL LAND SURVEYOR
x/1896
LOCUS
Horton St.
fO oo • Laurent
% � ' rtea.
d Leval Rd.
Cr
o `o Horton
� � c
Map 23 Lot 46 0
Map 23 Lot 47 37 Willson Street SITE �8a' sr. ��
41 Willson Street N/F Stefanov SO r
N/F DuPuis �/
N Laurier
1 � d.
Ar
O
/ o
a SCALE: 1 "=400'
Q
Map 23 Lot 45
35 Willson Street
0 N/F Poussard w
Map 23 Lot 44
33 Willson Street
N/F DeMeule
Bk. 5780 Pg. 138
Map 23 Lot 43
1.R. 31 Willson Street
40 - WIDE SET N/F Lauranzano
D R A I N A G E Sip Bk. 17685 Pg. 73
EASEMENT ° 55.004je 1.R.
New DMH on SET Map 23 Lot 42
Map 23 lot 48 Exist. 24' RCP Ce !�� 29 Willson Street
> Stcry Road Drain. Mal^c\h o N/F Lavoie
N/F Sultzback SHfC New 24" RCP S65?� Bk. 2719 Pg. 580
Double CB Drain. Class V
Rim=23.53 \ - Req d. See "ao,y 85 F
ut=7130 � bto�t+e Note \ �"�^ pp.
Map 23 Lot 49 a \ II1 Isolated
5 Laurier Road 0) Wetland Map 23 Lot 41
N/F St. Pierre rn \ 12 13 25 Willson Street 2 3/16/04 Add DMH at end of Laurier Rd
Bk. 10513 Pg. 144 �� 0 0\ 24 �, N,/F Belanger
/ 6,. Note Lawn per Con Comm
\
Test Pit Req'd Double CB �- 24" RCP Drain \ SET Sg\�
?• \ 1 3/2/04 Revised drain per City Engr.
to Confirm Material \ \\ (Abandon) / /7 60" RCP Drain \ 23•
8s Elevation -, i /" ��4z•`}- (partially Ex osed 60 28' �B'
1 P .7"� F Added Slope Note, Note #8, 9.
/ \ N Q \ ® elev. 23.6±) \/ -_ _
I Approx. Location of Lawn � 1 4A1 \fid'• No Date Description -
I 1 Existing Water Main 25 P omed \� 1 \ Revisions
N I Prop. 1"0 Type A: \ `/ � I
I 1 K copper i f , \Residence \ H.P. � ' �-25� \1.R.
1 I 1 -� - FF E1.=28.0 _2 5 SET
-... ..- "
4 -
-..-..-..-..- ..- > I.R. 42' � � Propose
2 xQ
WG Qa LL-1. 521D. WaterLine .. o B NCHMARK�. .�•�� ! SET / �x -� �_. PGOra a �24�-
�\ G 30 I f�
W I SM \ I hyo wo-es n ° RIM = 26 19"--Rf-W�. .L.. ; - - _. \ �\ xF - Floor=26.Ot 1'- 23 1C1�
GG I
INV - 18.86 PVC WE MA R I E R R I� /� D IS V 22.89 / w� i S 4'0 Sch. 40 RV �\ 100'R Min. \D / 23' 1 �t2 ` 0z��ROBERT 90
Prop. Sewer - f H
1 I N owG ( P u b I i c ea• ° • 40 p rap' 1�"e Pump Chamber \ \ 2 Z Map 23 Lot 24 o GCIV LIN y
11 W \ o VC Pregsure Se N I.R. \ � / _ z 6 Champlain o c
\ -6 I `�A� SET R<`795\\ -.-_ N L`' A�, � FT] Road
/ o CD N/F Ciasullo
\ I \ �2p0 \ .� La ✓ �A3 _ 0 /(y Ot/
p X[1� o LEGEND
I
WG
Adapter csee Note 9 �0 BvW + 0) 0
1 t cv. as req'd 6. R. {
Pump wttw \� E 4 C Concrete Headwall M D
_ _ /,� oncr
Chamber - -••_ .� / L� ` \ w/ Chain Link Fence li �� S65•"1'20"E
_j 8!).00,
Line
- �
-•• rs - TOW = 23.5t 8`.;.00' NN 4x5 2p' hINV = 17.34' -- Drainage Easement Griffin
, " NPT \ ^ooh '� ;,o'- Existing Contour1 . Engineering
24:
"Castle Hill Playground" 4.5 SF Thrust J \\ \ t - - - - - - Existing Pavement Group, LLC
y9 Block Req'd - - - Existing Buildings
Ma 23 Lot 5>
Curb Stop & Check p \\ ��/ \� \ \ �' 1.R. P.O BOX 7061
>4 Sto Road o
-Valve Assembly. E/One 4'0 Deep Sump CB w ood \ SET Existing Sewer Line 100 Cummings Center, Suite 222G
w 1�" PVC Part No. PA 1319 P03 NSF City of Salem 10" Inv. Out DMH n�+12" \ \ �� \� cp\ Oo
20 \\ \\ OO Existing SMH Beverly, MA 01915
10' CLV RCP DMH \ �\ Existing Utility Pole
�0• \ g5 o g y Te/.- 978-927-5111
c� s=0.01 Rim 3.5± 0 � p A3
t DETAIL (NTS) Match Inv. _ \ �� 1.R. L 22 - - - - Wetland Resource Area Fax: 978-927-5103
NOTES: Test Pit Required prior to � \ SET R%
construction to locate pipe and '
1. This plan is the result of an instrument survey. \ \ 100 wetland Buffer Zone
- AREA OF LOCUS = 22,333 t S.F. determine elevation.
2. Elevations are on Salem Sewer Base (Mean Low Water). Q \\ \\� . . . . . . . . . . Zoning Setback Mark Tremblay
3. Parcel is located within the R-C zoning district.
4. Existing conditions surveyed by North Shore Survey Corp., 47 Linden St., Salem, MA. \ 20' Proposed Grading Laurier Road
Slope Note: The slope of Drain
$ 5. Wetlands delineation by Griffin Engineering, August 2003.
line shall be the difference in
6. Utilities shown hereon were based on information available to Engineer at time of plan elevation at the points of \\ 2x5 Proposed Spot Grade Salem, MA
preparation. Utilities may not be complete nor accurately shown. Prior to any on-site connection to the existing drain Proposed Edge of Pavement
co excavation, Dig-safe and municipal utility providers must be contacted and prcvided line divided by the distance along
opportunity to consider proposed work and mark utilities. the re-aligned pipeline between - - - - - -
pp y P p said connection points. \ -----•- ------••- Proposed Bit. Curbing
0 7. Proposed utility connections must meet all requirements of the utility provider.
\ Proposed Building
be cleaned after establishment of ve etation and prior to )rvation
0cion issuing a Certificate of Completion. \\ - -+ -mow w- Proposed Water Service
9. Last 10 of pipe shall be 8" Sch 40 PVC ® s=0.02. Provide PVC Increasers (B" to 6", Conservation Plan for
5 6" to 4", 4" to 2", 2" to 1.5"). \\ s- Proposed Sewer Service Street Extension and
PLAN REFERENCES: \ Proposed Erosion Control
01 1. Deed Reference: ESRD Book 14968 Page 92. Record Owner: Mark Tremblay. GRAPHIC' SCALE \ Single-Family Residence
u 2. Plan References: Plan Book 62, Plan 67 20 0 10 20 40 so o Iron Rod Set Laurier Road
Plan Book 114, Plan 60
\\
Plan Book 27, Plan 30 I INDEX OF DRAWINGS: QQLe: t" = 20'
5 3. Easement Deed Reference: Book 5762 Page 351 and Plan 179 of 1971. $
0 4. Proposed Flood Control, Pipe Conduit, Channels & Pumping Station, South River, Salem, ( IN FEET ) Connects to DMH in Bellfield,
Sheet 5, prepared for Massachusetts DPW by Camp Dresser & McKee, Boston, MA 1 inch = 20 it and Discharges to Brook (Free C-1 CONSERVATION PLAN FOR STREET EXT. & JQk . 3-280
E 5. Land is shown on Salem Assessor's Map 23, Lot 0050. Discharge condition). SINGLE-FAMILY RESIDENCE NoC-
e 6. FEMA Flood Zone C. FIRM Mop Community Panel Number 250102 0005 B, Aug ist 1985. C-2 PRESSURE SEWER DETAILS Liol�a p/sd/tremb
E
m
ffi
C-3 ROAD & UTILITY DETAILS D911 12/16/03
INDEX OF DRAWINGS: LOCUS
C-1 CONSERVATION PLAN FOR STREET EXT. &
SINGLE-FAMILY RESIDENCE
C-2 PRESSURE SEWER DETAILS
C-3 .COAD & UTILITY DETAILS Horton St.
C-4 :RECORD PLAN FOR CERTIFICATE
OF COMPLIANCE Laurent
�a
,6 Leval Rd.
o �° Hon
Map 23 Lot 46 vV�/ ox
Map 23 Lot 47 37 Willson Street
`C SI� �'
41 Willson Street N/F Ste fanov SO
N/F DuPuis �v T
N Laurier
d. Ar
0
� T a
SCALE: 1 "=400'
Map 23 Lot 45
35 Willson Street
0 N/F Poussard
Map 23 Lot 44
33 Willson Street
N/F DeMeule
Bk. 5780 Pg. 138
Map 23 Lot 43
1.R. 31 Willson Street
SET N/F Laur¢nzano
40'-WIDE Bk. 17685 Pg. 73
DRAINAGE S;� .
EASEMENT S5�QS'4j f
�p� SET Map 23 Lot 42
DMH on 24" RCP �' O
M¢p 23 Lot 48 Rim=23.50 - 29 Willson Street
1 Sto,-y Road Inv.=18.63 °^o; N/F Lavoie
a
N/F S'ultzback cB 24" RCP Drain S6 Bk. 2719 Pg. 580 n
Rim-23.1
s=0.006 ft/ft \ a 5272 Q
Inv.=18.52 - i 4
' 0
Potable Well , �� - / '---- _ 0
24" 4CP Drain 11 11 Isolated CQ
\ s=0.004 ft/ft \ �� 2S, Wetland Map 23 Lot 41 4
Map 23 Lot 49 ,- i \ 12 _3 <'5 Willson Street
5 Laurier Roado I 11 N/F Belanger
�� � � I.R. 6 -
N/F St. Pierre '
Bk. 10513 Pg. 144 Lawn j SET71 5622\
11 22sx6
Description
4A1 6.
I Apsting Location in 3-Story \ 1 ° 1 \ Revisions
t Stone \ 60" RCP Drain 1
Existing Water Main Single-Family � -� / � 1
••1 N I ' _! 4"0 Sch. 40 PVC ��� Dwelling Patio I.R.
Irri tion 1
Sevyer 1 r 11' - Control Box \ `� .�� LOWn )24
`�� 25 \ SET
..- ,. . ... Pump Cha rya ...-..-.. BENCHtsARK-. . �•/ � i � � t� tiara e -24'-WG ' \ e SMHL .. - - `�' _ � g -
W SM mea .r.,e �R I E R ROAD RIM = 26.19 N o �° -tom - ' ^'
.O RIM 8.15 INV = 22.89 1"0 Sch. 40 PVC 3 \ j - \ =RT c
, GG � INV 1.86 PVC �yrE MAN � Pressure Sewer I � - j � + / ?`3 / A2 � > GRFFIN yam'
1 Owc P b I I C�I� \ /1 0 I �I _ Q- z Map 23 Lot 24 RIFFI
may\,( Cik1c. Pavers
�. \ in E ctric --�- _� D?weway. '/ CD #36688
� , / z 6 Champlain
1 \ . I Box -C - 1 <
FCS^TCF v,
-6 _ . /1 Road
OHW �,. / �j° N/F Ci¢sullo
00_ \ R /^ l T LEGEND
0/./W \ l o \ Q - CD V
� 6_ �a \A4 2 / rn
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NOTES: _ i 3:
_ \ �O �= \� \ /N II II �/ E65.21'20"E
1. Elevations are on Salem Sewer Bose (Mean Low Water). - "y - - . ._J - =v \
- / _/i \\ \ Concrete Headwall 85.00'
Griffin
� 1 \ w/ wood Fence Drainage Easement `%-
2. This plan is the result of on instrument survey. "C¢stle Hill Playground" m _�� �� �' TOW = 23.5'1 - --. Existing Contour ��'
y9 °0 9 yup Engineering
Map 23 Lot 5> 0 4'o ce - DMH \ \ INV = 17.34' s
J. Parcel is located within the R-C ZoningDistrict. 0 Rim=23.30 Rim=23.51 \ - - • - - • - - Existing Pavement Group, LLC
14 Story Road 034,-" In out =20.18 L- 24'Inv. in=18.1 \
N F Cit o Salem Cun 10" RCP 10"Inv. in=19.5 \��p, \ \ I.R. xisting Buildings
4. Lot area for locus is 22,333 f S.F. y f 24"Inv. out=18.0 \� � P.O Box 7061
=0.07 ft/ft \PO O' SET s S\ Existing Line.0 9 Sewer 100 Cummings Center, Suite 222G
5. Wetlands delineation by Griffin Engineering Group, LLC in \\°o, \\ �\ Existing SMH Beverly, MA 01915
August 2003. 2 `. \ o0
O• ° Existing Utility Pole Tek 978-927-5111
PLAN REFERENCES: o A3
�0 W 'fie 22 I.R. ` 2�. - -- - - Wetland Resource Area Fax: 978-927-5103
w 6. Existing Conditions Survey performed by North Shore 1. ESRD Deed Reference: Book 14968 Page 92. �� \\ �ET R=
Survey Corp., 47 Linden St., Salem, MA. \\ �/ ' \ 100' wetland Buffer Zone
2. Plan Reference: Plan Book 62, Plan 67, Plan V \
Bcok 114 Plan 60 Plan Book 27 Plan 30. Zoning Setback ark( Tremblay
7. The 24 " pipeline to be cleaned after establishment of -20'- - - - AB Gradin
vegetation and prior to Conservation Commission issuing a
\ - - g 7 Laurier Road
M Certificate of Completion. 3. Owner of record: Mark Tremblay, 7 Laurier � \\ ��( 24x5 AB Spot Grade Salem, MA
Rcad, Salem, Ma. - - - - - - AB Edge of Pavement
8. Record Plan Survey performed by Griffin Engineering
ry Group, LLC on November 1, 2005. 4. Lot numbers shown refer to City of Salem Q�J === _==_:=_==_ :== AB Granite Curbing
Assessors Map 23 and Lot 0050. AB Building
9. Engineer made no observations during installation, and - AB Drain
_ made elevation and distance measurements for as-built 5. FEMA Flood Zone C - Area of minima/ flooding. Record Plan
Fli?M Ma Community Panel No. 250 1 02-0005 B Connects to DMH in Baufield, _ s 5 AB Sewer Service
plan only. P y and Discharges to Brook (Free for
August 1985. Discharge Conditlon). o Iron Rod Set Certificate Of
E 10. Installer was responsible for horizontal and vertical
LD
control of all system components. 6. Easement Deed Reference: Book 5762 Page Compliance
3L 1 and Plan 179 of 1971. AB Conc. Paver Driveway
y 11. These plans show only those site features that were GRAPHIC SCALE SG912: 10 = 20'
visually apparent on the date of the Record Plan Survey 7. Proposed Flood Control, Pipe Conduit, Channels, p a ,a p w eo r'� ly'rYW�W\ Edge of Grass
and the absence of subsurface structures, utilities, etc. is & Pumping Station, South River, Salem, Sheet 5, Job
No•: 3-280
not intended or implied. prepared for Massachusetts DPW by Camp Dresser - - •- - - - - - Silt Fence/Hayboles C- 4
€ & McKee, Boston, MA. ( IN FEET ) �� P/�/ «�b
0 ; 11/16/05
1 inch = ft
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