64-563 - 27 PIERCE ROAD - CONSERVATION COMMISSION � �� �(���5�3 �
�� GAS
- -
/�}f[beni,
+o �
+„64 ,9 LEGEND
14 Salem MEAN HIGH WATER (MHW)
+14,76 #29ssFo ♦ 40, A¢ee i approximate line (annual mean high)
0� 053 r03 PIERCE ROAD _o (elevation = 3.6: NAVD'88 datum)
125 a •Jr�•, i% l,1LLIAN C PAPAI,EGIS z o (310 CMR 10.23)
,120 / / .`�Q `, • ♦ MAP 31, LOT 302
,� [ 10.29 / `\ P O IiO P' %
/ ° 9 L �/ TOP ge RIVERBANK
BUl�l3A1�A11 R0 �•� �J� ,� // '� � a- a �Q / FINISH (pave) �',/ �] s �.�a99ed and )surveyed)
nj � 1 4i P TO LINE OF �, ♦ e /
o / > P PRE EXISTING /
RICHARD H. BURKE ��/ r�4J• /' ,'� / `"•` ' `J`°o ee ��_ PAVEMENT �• 310 CMR 10-u8
MAP 31. LOT 304 T� ti /' / ,t. /' X �q pne-eatisting ,�q�a o�
dee i .ry #27
jP pave7nent (to be os-bunt °sphelt ///xe F�'� v /
+8.18 +�.. w(`A /, P e APO 7e-installed) LOAM & SEED `¢QQ drivrway (binder)beO /�,� yyey�� '^ FEMA ZONE-X (see note #4)
89
+ ea°� -- SALT MARSH (Coastal Wetland Resource Area)
pre—existing �� <r e” • +w°�0 t� (flagged310C0.3 )S2lrveyed)
PIERCE ROAD �' e9 X.
°"
i ( ea
e..te\ / • Q pavement to be /
o Lse C,'I,AYTON W- & JEAN L. SMITH z\ /
re—installed) — RIVERFRONT 100-FOOT INNER-RIPARIAN ZONE
MAP 3>. LOT 319 r / e �.
(measured {�.,, M
/
\ � / m HW
k° `v' existing single-family house
( 10 CMR 10-5 )
3 8
RIVERFRONT 200-FOOT OUTER-RIPARIAN ZONE
21T'-,0,6 �8➢1 '
i/
�/ ' pias+`,2� v;eejo ,' �> / \ •* ' 12• " measured m MHW
a ` \F� y
/
/ 8'�' / ' aunt ns h°It drivewa (border) `o G.
// , e+ ' P Y " ,/ t (310 CMR 10.58)
#18 101`\ /^tog -NET REDUCTION / o
!'Y N +ash 9 ,z� ��? NN 5 OF DRIVEWAY -v / 5� � f : j EX.TREES s
ems ' � ' TO REMAIN SM#2� 100-FOOT BUFFER (Coastal Wetlands Buffer)
BUCHANAN ROAD r o PAVEMENT c�� �z % ; °
` / e 4 within the inner �v ��� (if possib ) �a °� /
( y� g,7+ I 5� (measured from the flagged Salt Marsh)
riparian.Zone) �� ���
CHARLES M 0'UONNELI. 385±SF��'�
Q _ y °RQ ]' stone wall
o
MAP 31, LOT 305 v/°� / / \ ( f. / i �.G� �e a °� �a / / / / • ,
Stone wall and
OOT WQ Swale)
14. {� ° ��p2 ( g) e v�r� 6"�6sis] �•
0 n i
f y � ,
0000 \�� e xi-Q OO / Q.v40t`e / / qs t / j• '/
z� � \ S
�' '�� % / q (LAND OWNED BY SALEM CQNSERVATION COMMISSION
1 b, �L• �� tiS �•'' e° Iy (in accordance with Salem Assessor's)
I6 , b�\ e'` ,:'a `` Re //1• ti / ��o /.' / / /, MAY 31. LOT 126
x29 gb2f / ,y>j'\ l` �� .`� / Q
Y 'V moa I 12 �X O /
b n
z SM#3#' o h ••I•
INNER RIPARIAN
ZONE DRIVEWAY vz� `. • , mos%, e
as—built addition z `eQe X69 zra� PAVEMENT = z'�..,• ./ .� :c �y '� b
�° LOAM & SEED ` / PROPOSED RE-CRADI
(975±SF) aQ z77tsF �2 eQ s.s+ 1
- NG FOR
ea '¢e 2e� Q� •.�� . ------
STPRMWATER (within inner yr�p���
J /
/ �..�/ Baa yeti /�0j/ riparian zone) PROPOSED e* ,
2e e yA°6 0 / LANDSCAPED DEPRESSION ,
�O 4 °° fl �� / . '/ (designed to retain & detain
/ RA#20
�9�'`l, z� / '/ storini4 ter runoff) FOR WATER /
•Dc� v°° vzQ2� / v,hQQ �;e / e+ / . '/ i QUAlLITY Y QUANTITY
,ee %/ MITIGATION / y
(foatprint=1,200±SF a1�
,y
volu7<l'ae=310±CF) PLANTED WITH tV
14 72
SALT-TOLERANT INDIGENOUS
LOW GRASSES (movable). • ° O
CL
/ y� NOTE: this stormwater
o .1359 +ee(OUTER RIPARIAN ZONE DRIVEWAY PAVEMENT = 1,544tSF) vac x4 / z� / / 0���// I +m",�O mitigative device was
' ao u / previously approved per OOC
_ ` a /� �� _ _ � � / q, J issmled on March 31, 2014.
---_-- / / x
o • *`� - ° a� c,..', u5nh°u dr....... e ,,e,-� �29. �- g. x // jq
m , _ TOP 0 RIVERBANK
FINISH PAVEMENT a 2,q ��� �� /., � � (s10 calR fo_Se
(install top course) LOAM & SEED i 2y �„�� 7� • / . L i )
C) ` 12• LOAM & SEED �`v / 'o y��y EXISTING SILT FENC�'d!' `1 8a7R7n310 CMR MEAN HIGH HATER
g o� ��° ` dh° � • y STRAW WATTLES / (elevationr3.6) NAVD'88 approx.line
100-FOOT BUFFER �y
e
) w d o 85±L (erosionnt )
,�
(measured from Salt Marsh)
° �. � 2 F � ml aIr
• " ce ° °h
o .. U
v a 1 1
x�� �:° TONCOASTAL
CT •Z-
�/ ! �RIVERFRONT 000 FOOT STORM FLOWAGE�J
+10,70 xq,� A - • INNER-RIPARIAN ZONE
-0'o ,• i /���� (measured from MHW) (310 CMR 10.04) �
�'�� ° °ori/ ey/ �I 2 (310 CMR 10.58) 67
RA `�� I
Z RIVERFRONT' 200-FOOT
OUTER-RIPARIAN ZONE °A �i�o> / q" r
°
E ✓�� SM#4
E (measured from MHII) 1 �
(310 CMR 10.58) z %
SMN RIM==8.07 e9
� ,lass i � '-• / / .0 / ��� � ' � % / / 1 o ey
630
���
Oa • �' O 01 /
i
ze
poi // / / ,
/ 9.6+ ! � Qs �a /9 / SALT MARSH�
o ° /
�,• / o .°
o //�6,z (310 CMR e10.32) // �•
• �• ° / /° j c� AREA TO BE RESTORED PER /
SPECIFICATIONS BY WETLANDS AND Sy#5 x' FEMA ZONE-X
/ / / l�� LAND MANAGEMENT, INC. / (2012)NAVD'88
9.5+ e / / (see Note (E4) / : 1�j
o e /. / /101 j I �i
0 A
/dop I / gI
N
/LP_
/ �' / OF PROPOSED R (within
RE-GRADING FOR / � 9 // SITE P
LP:8.3+ / �x �� STORMWATER within outer riparian % 9
zone) PROPOSED LANDSCAPED qj II'' h
/ 9� •. ��� f� DEPRESSION (designed to retain & �` s�' ;y
Y•�y °/ / detain stormwater runoff) FOR WATER Q�j r ' SHOWING PROPOSED WORK
E 914 QUALITY & QUANTITY MITIGATION
�E �q£ - - rev TO ACCOMPANY an AMENDED
co / (fOOtpTint=630fSTk;yvol7.1.71'Le=150fCF) (�� �• LAND OWNED BY SALEM CONSERVATION COMMISSION / ;
PLANTED WITH SALT-TOLERANT w / (in accordance with Salem Assessor's) /
�1 .3. � ,� 1 MAP 31, LOT 326 A NOTICE OF INTENT APPLICATION
j INDIGENOUS LOW GRASSES (mov/able). 9 SM / t
W �.� NOTE.' this stormwater mitigative - ► M ass D E P #64-563
p • e device was previously approved per /
Rh I 2ea'" OOC issued on March 31, 2014. �' for a proposed
Z
'•� BUILDING ADDITION
' e d. (including driveway & landscaping)
[] o for an existing single-family house located at
W
NOTES l �. �,,�
0 1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP #31, LOT #319. /' GRAPHIC SCALE fierce Road
2. EXISTING TOPOGRAPHIC CONDITIONS AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORPORATION (June, 2013). THE VERTICAL DATUM FOR THIS SITE PLAN IS NAVD'88. Io 0 20 o s Salem, MA
UPrepared for:
.3 3. BENCHMARK USED FOR VERTICAL CONTROL (not shown on this plan): SMH INVERT ON BUCHANAN ROAD, ELEVATION 19.41 (SALEM DATUM MLW=0.0) - 5.17 (CONVERSION FACTOR) = 14.24 (NAVD'88). Charles A. Smith
o ( IN FEET )
0 4. THE FEMA ZONE-X WITH NO CORRESPONDING BASE FLOOD ELEVATION (BFE) IS LISTED ON FIRM MAP #25009CO532F DATED JULY 3, 2012 (PLAN SCALE 1"= 500'). THE FEMA VE 100-YEAR FLOOD BOUNDARY LINE IS DIGITIZED BY NSSC (best fit using field survey and 1 inch = 10 ft. c/o 4 Galloupes Point Road �W OF MAsss
a
c
2 IAN
s
TT
o fixed features from the aerial base) FROM THE REFERENCED FIRM MAP. NOTE: THE 2012 FEMA LINE WAS USED IN THE ORDER OF CONDITIONS ISSUED ON MARCH 31, 2014 (and thus used here for this amendment). NOTE: THE ARCHITECT IS RESPONSIBLE TO INSURE Swampscott, MA 01907 o SCO G
tp THAT THE DESIGN (BUILDING AND ADJACENT GRADES) MEET ALL APPLICABLE BUILDING CODES WHEN CONSTRUCTING INSIDE A FEMA FLOODPLAIN. THE SITE CONTRACTOR SHALL INSURE THE CONSTRUCTION MEETS ALL APPLICABLE BUILDING CODES WHEN CONSTRUCTING N
Date: April 29, 2015 PATROWIC m-1
o CIVIL
NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED PLDE#15—U4 Scale: 1" = 10' Sheet 1 of 1 v W .33696
o INSIDE A FEMA FLOODPLAIN.
oop
c TO ADJUST FINAI. GRADES (only with PLDE approval) AS NF.CF.SSARY BASED ON E'IELD `mn 7 �7 9F �
NOTE: THIS SITE PLAN BY NO MEANS CONSTITUTES A FEMA FLOOD CERTIFICATION OF FEMA ELEVATION CERTIFICATE FOR THE DETERMINATION OF FLOOD INSURANCE. ADDITIONAL FIELD SURVEY AND OTHER WORK WOULD BE REQUIRED BY OTHERS FOR SUCH A CERTIFICATION. ACTunL[TIEs. nPPRovAI. (rron, PLDE;) Is REQUIRED PRIOR To MAI<wc AnausTMENT. PATROWICZ
LAND DEVELOPMENT ENGINEERING AL
NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, 14 Brown Street, Salem, MA 019/0
m 5. WETLAND RESOURCE AREAS WERE FLAGGED AND IDENTIFIED BY WETLANDS AND LAND MANAGEMENT, INC (July, 2013). THE WETLAND RESOURCE AREA FLAGS WERE SURVEYED BY NORTH SHORE SURVEY CORP AND ARE SHOWN ON THIS SITE PLAN.
THIS PLAN IS FOR PERMITTING PURPOSES ONLY. (9/8) 836-6400
m
c
N
E
U
O
U
<66 ♦ \5♦ Q2Q 0 Sfibencry
NOTES yt� 9�`° °j, .A PROPOSED RE-GRADING FOR STORMWATER (within.
# eo hb `s #�V .Q ea,, / inner riparian zone PROPOSED LANDSCAPED
1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 31, LOT 19. ��+�� °J / fo 6.4°� `� 1 1 %, o� e.4 DEPRESSION (designed to retain & detain.
/ ppe IStiFa % Ylp q•Q stormwater runoff) FOR WATER QUALITY & QUANTITY
2. EXISTING TOPOGRAPHIC CONDITIONS AND PROPERTY UNE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE 1,44-1)
¢Q° ohA 21 IQ3 �,9•, PIERCE ROAD (� P,; )
SURVEY CORPORATION (June, 2013). THE VERTICAL DATUM FOR THIS SITE PLAN IS NAVD'88. /�, / g= P o MITIGATION of nt=1,200tSF, volume=3fOtCF
�' LILLIAN C. POT 30 IS / PLANTED WITH SALT-TOLERANT INDIGENOUS LOW
����� voe " � � ��� 31• L01' 302 1 � e � e g'� /
3. BENCHMARK USED FOR VERTICAL CONTROL (not shown on this plan): SMH INVERT ON BUCHANAN ROAD, qz o
1,�, ° 1z,, x . GRASSES (movable). NOTE: this stormwater
/ e s L / %% mitigative device was previously approved per OOC
ELEVATION 19.41 (SALEM DATUM MLW=0.0) - 5.17 (CONVERSION FACTOR) = 14.24 (NAVD'88). /
169J � °s• FINISH (pave) � X92 q"o ' �
e TO LINE OF /' '
issued on March 31, 2014.
4. THE FEMA ZONE-X WITH NO CORRESPONDING BASE FLOOD ELEVATION (BFE) IS LISTED ON FIRM MAP / / epTe / Pa9P aqa PRE-EXISTING `oS
#25009CO532F DATED JULY 3, 2012 (PLAN SCALE 1-= 500'). THE FEMA VE 100-YEAR FLOOD BOUNDARY LINE IS °M -existing/ e PAVEMENT
Q Pre ' � m '
DIGITIZED BY NSSC (best fit using field survey and fixed features from the aerial base) FROM THE REFERENCED FIRM 1 / ° ' °° ° E PAVEMeNr
1418 ae I .51r #27
.P pavement (to be 5 uut abl-c
' � �� LOAM & SEED =, a �•,�,•woy Ib,.,drr> ,� i• � l
/ 1. -r / �r re—installed) eo /
MAP. NOTE: THE 2012 FEMA LINE WAS USED IN THE ORDER OF CONDITIONS ISSUED ON MARCH 31, 2014 (and thus / u
used here for this amendment). NOTE: THE ARCHITECT IS RESPONSIBLE TO INSURE THAT THE DESIGN (BUILDING AND / e+ � �� 1y, ee` 5 � e `S
ADJACENT GRADES) MEET ALL APPLICABLE BUILDING CODES WHEN CONSTRUCTING INSIDE A FEMA FLOODPLAIN. THE ? / �
SITE CONTRACTOR SHALL INSURE THE CONSTRUCTION MEETS ALL APPLICABLE BUILDING CODES WHEN CONSTRUCTING PIERCE ROAD ♦PQ` 1 pre-existing goy wy e
INSIDE A FEMA FLOODPLAIN. ' e"e xoe pavement (to be
a v use i CLAYTON W. & JEAN L. SMITH z2
♦�roMAP 31, LOT 319installed) ✓
NOTE: THIS SITE PLAN BY NO MEANS CONSTITUTES A FEMA FLOOD CERTIFICATION OF FEMA ELEVATION CERTIFICATE \ �` `
THEIR
FOR THE DETERMINATION OF FLOOD INSURANCE. ADDITIONAL FIELD SURVEY AND OWORK WOULD BE REQUIRED
o /
BY OTHERS FOR SUCH A CERTIFICATION. existing single-family house Qe —>� e� 0�x
•J g3 s2 6c- /' VrV✓
5. 44
WETLAND RESOURCE AREAS WERE FLAGGED AND IDENIIFlED BY WETLANDS AND LAND MANAGEMENT, INC (July, \ a.d 2IE '801
♦ y ExPAV8M8NT \ , I
2013). THE WETLAND RESOURCE AREA FLAGS WERE SURVEYED BY NORTH SHORE SURVEY CORP AND ARE SHOWN ONL osPnolt driveway ca.°der/ G> Wx
y
THIS SITE PLAN. " v ' V' I
D" ss �A N NET REDUCTION �4' �/ : o / RA1
'N e '' 'oR'�le 5 OF DRIVEWAY ' CJ ii�, 0 1 TO RE AI # li / �I
PAVEMENT I �� TO REMAIN Sm#i / N
within the inner '� boyx 1 Irv' as> 111
ti� 8.7+ I ' I ll (if Possib' ) o 5 /
\ '9♦�"�', "e n'pa Jan zone) - �t1�Q� 4,y �o, • r I 9'1 /
/1<.1e A ♦o" 385tSF:.,, J Q e b ,3z
,' s ♦ i ♦�'p T. b° mob£ 1 "x ess ' 4"�i
#18 �♦ •• e° p tb
(installation of / I 1'I
' v♦ �'h St07Ee wall and
W sufale5 111
BUCHANAX-ROAD 'a 2�z,fiooT �♦ �� / 6"
CHARLES M 0 DONNELL °+� ��ze (overhang) q ♦�y \ , y� , .. c 1 -`��O / �•
5
y V,a
MAP 31, LOT 305 �QQeb `''� i vo" ne ^`I OO � - v1d,�i•
' �� ♦�y �. =G� �l�C ' �o j /cb
'LAND OWNED BY: SALEM CJVNSERVATION COMMISSION • '
�5` ��b ' an �,y 1 ti�� Y��• ��i• i° '�. �' ��s� //•'' / a° � � �
(in accordance with S e�m Assessor's) c
165. ,�♦ � / / /
Q+5 s `z �9 / ♦�° .y Y� m�/ . o � � / � 1', MAP 31. LOT�26
r x
1 +s3o ro;� a e°' �> 1 / / .rP s, ... SM#3 t0 UJ 10 ('.NI-7 10.58)
y
u�a c vs TOP OF RIVERBANK
e INNER RIPARIAN 12` /
ZONE DRIVEWAY ♦eQ° �9 I / / r°",'+reg' �Sale•m. MEAN HIGH WATER
, y
as-built addition 2 2Qd' %z9 - PAVEMENT = `� 6 + .•/ I / / •y "� a
.Y @,.. c e ♦♦m Q G� L' / _ (310 CMR 10.23)
(975±SF) ,so, ♦;,Q . . 277-± / 12. Q _ ��• , 8.5+ /� ' lf'•,(�,�. (elevation 3.6) NAVD'88 approx.line
b� bmo6 LOAM & SEED
s9 t1599 /
00000 r ♦eaQ 41 e� v0
,2. N �+ p y
• � +lays p `J tiop� 6 i o �' /
RA#2*
���1� �e`v � �QV1' Schedule Objective
��° N.b' q ♦Zv EX.PAVEMENT Q Q ,9� z / ./ / e 'C" / �• :
(J 2 a„ o / / / Pre-restoration: On or about September Communicate with landscape contractor
9 Tc 1, 2015 to establish timing, objective and
GUARDRAILIFENCE �i•'° � m ♦ � � methods
-
V¢ (designed by others) V/ /
11472 9�
0001000"
„o .Q m9 / .• o• During restoration: No later than Oversee restoration efforts including
x ' TOTAL OUTER RIPARIAN ZONE DRI WAY PAVEMENT = 2,000tSF ••F" // // ,•• mh� Z��� / I SeptembeI 15, 2015 installation Of nursery stock, Ovei'eeding,
:z�� (including additional 455±SF requested) m `� � ' �� / ! � � I mulching and site clean u Establish
.01 r zee �' / i g p
1359 ♦ q- - /
b / 0i/ I photo stations to be used during future
p ♦29� �2�b ♦2°�O _ __ xoQ r" �,�/'�
LP:8.27+`g /// / ' // I eValUatlOflS.
-- s
z?\ _ - ExPAVEMEVT yQ i 0 / / - mom g _ ^ '// ay;/ / Post Construction: On or about October One month after installation to assess
a - as b""` ...hWt dr •"°y `°"der' o' b qoy g 15, 2015 nursery stock plant survivability. Provide
,♦ FINISH PAVEMENT //�EED�I xm F o written report to the Conservation
c = (install top course) y � � Cammisslan.
m 12- /LOAM & �•�� / h`
�^ `� EXISTING SILT FENCE & � + On-Goin monitoring: Report on progress of the re-vegetation,
e sm.BERM b g P P g
9, ADDITIONAL PAVEMENT a, ¢Q . r y� _— _ e w +`9 STRAW WATTLES Year 1: Jul 1, 2016 and September 15 area coverage,provide photos, assess
100-FOOT BUFFER (requested 455fSF) y P
e bQ i 2 i •
LOAM & SEED / A � Q` 285±LF (erosion control) P g
(measured from Salt;;;;)- • b �/ /' 2016 plant volunteering from natural
o b�� •� ,' .,�',x processes. Provide assessment of the
likelihood•�
o 1 °�.� / TO COASTAL urvival and 90% buffer zone surface
In LAND SUBJECT
N ���• z k �RIVERFdfONT 100-FOOT i STORM FLOWAG��
/ INNER-RIPARIAN ZONE (310 cern 1o.oa) coverage b the end of a full year
a) 9.0 \ \p.
0o e dP / 9 t growing season. Institute a contingency
1 ' (»Measured from MHW) y, a g g Y
( ) RA#3.(5 plan if necessary that could include
m '�� i• ,. . °. / b / 310 CMR 10.58 /. •I z>q v
3 RIVERFRONT 200-FOOT � o>s QA°'i o /ice qp, / additional nursery stock installation to
OUTER-RIPARIAN ZONE /.' O� :A U
(measured from. MHW) • / d
1 SM#4'4 z ° // achieve 75%coverage within the
(310 CMR 10.58) ' x , re-seed to address bare
+e // ' "o
+ 0.1 �� � ,' /' restoration area;
C �' +moa 'i ."y / i f /' ' / i i
e / .,/ �' ♦x or thin areas.
E ,�' �. 7.' / qQ /' sera Rrr==e.oz � ti / .
T PROPOSED RE-GRADING FOR a, �., // / f I ,' 9 / / :• Monitoring: Report on progress of the re vegetation, y
STORMWATER (within outer / i / 9ER�w� o^y - /�� g / Year 2 End of the second owing season area coverage,provide photos, assess \
oZo riparian zo7Le) PROPOSED . �.�' 9.6+ // �x /'�� • 9°e '---
LANDSCAPED DEPRESSION ' ° ^Q' / " ' �' / 6 // -Sept 15, 2017 or thereabouts. plant volunteering from natural
N
•. .p processes. Provide assessment of the T
9 (designed to retain & detain ,P�' ��- / /
I; / ,• / Ix / ^ �� �ef�P+sr / x goal of achieving 75%plant survival and
o stormwater runo FOR / �� SALT MARSH--,,,, ,� . 0 5o / 90%buffer zone surface coverage b the
- WATER QUALITY runoff)
I /�•' a° / „ ' (grosses) ' Sass / end of the second year growing�eason.
MITIGATION I 9✓ / ,• �` (310 CMR 10.32) y Ps / Y g
(footprint=l,f00fSF, • 1- /•' / •' /_ � / AREA TO BE RESTORED PER _ ' e � r°i / Institute a contingency plan if necessary
I. /.•' 9.5+ / T- / SPECIFICATIONS BY WETLANDS AND / SM#5 x' FEMA ZONE- that could include additional nursery
volume=275tCF) PLANTED /.• / �' Q � �
WITH SALT-TOLERANT 1 /•' 0 / gi Y LAND MANAGEMENT, INC. (2012)NAVD'88 � stack installation to achieve 75%
@ LOW GRASSES b♦ y`I I: /box ��� ' / /ice (see Note #4) f coverage within the restoration area re-
INDIGENOUS(movable). I: j i• ,� Qoeyz', 9� 5 ✓ 1 : a9 seed to address bare or thin areas.
NOTE: THE STORMWATER I: / ' /.• q' /i!z T� ,% tie �' 1 ; +
a MITIGATIVE DEVICE (SHOWN ; I�.� // eds q,a
HERE) IS LARGER DUE TO t k4 e
GV
;' •.� SITE PLAN
x ADDITIONAL PAVEMENT / 1 LP:9.3+ qx'�' f iI � � �� .a9a .1P1+ //
I_ REQUESTED (compared to the y �� — / / � ZN' �e Q►� �� /
zi
a
previouslyara'r�n si per . .•. � � 'i �o x , /, :� 1 SHOWING PROPOSED WORK
issue / � .- vg� PssOP�es G - ,�,,�� TO ACCOMPANY an AMENDED
O) / c° �'''` �' LAND OWNED BY: SALEM CONSERVATION COMMISSION
x�� G '1"e (in, accordance with Sateen Assessor's) // : ;� NOTICE OF INTENT APPLICATION
/ !!!■■■ Ny/ N_{,Qi,(`T' // ' MAP 31, LOT 326 yP
W The previously approved T Sdf//s
o stormwater mitigative MassDEP ##64-563
a device (per OOC issued on I for a proposed
z March 31, 2014). Riverfront and Buffer Zone Restoration Summary and Planting Schedule
x 27 Pierce Road, Salem BUILDING ADDITION
a
Revised May 28, 201s (including driveway & landscaping)
o Z'
b�b for an existing single-family house located at.
9
Riverfront and Buffer Zone Restoration
g°° / Area S uareFeet Plants Size S acin GRAPHIC SCALE #27 Pierce Road
E
0 ljzp Riverfront and Buffer 5000+1- square feet est fo o zo o s Salem, MA
41110,1 00" CEDAR POSTS (4•'x 4"x 18'•high) Zone Restoration Area-
Prepared for:
Install nursery stock shrubs ---ter
marked with "no—mow' sign Charles A. Smit
o (goer SCC specs) E CH POST 25'O.C. SM#7 within the recently seeded h
( IN FEET ) c/o 27 Pierce Road OF
areas. 1 inch = 10 ft. Salem, MA 01970 �V M4sse
Buffer zone shrubs 2-3 feet Install plants on ten foot ��' SCOTT IAN °s
Date: April 29, 2015 Revised' June 3, 2015 o G
OWICZ
o /��' including arrowwood, high centers Revised thruu: dune 28, 2015 (per SCC comments) PnTCIVIL
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5O NEW`SHRUBS (per SpeCS)TYJP. ��� bush blueberry, Sweet s f�V101d area' NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THF. SITE CONTRACTOR MAY NEED PLDE#15-11 Scale: 1" = 10' Sheet 1 of 1 o No.33666 r"
a erbush or sweet fern. that are subject t0 tidal TO ADJUST FINAL GRADES (only with PLDE approval) AS NECESSARY RASED ON FIELD j� 9F
a) NOTE. SHRUBS SHALL BE LOCATED / Use at least three varieties inundation g
ACTUALITIES. APPROVAL (from PLDE) IS REQUIRED PRIOR TO MAKING ADJ115TMF.NT. PATRO \�ICZ ! AlP(^i
o (planting overseen) BY WETLAIv/DS %' of plant. The total number LAND DEVELOPMENT ENGINEERING �7
AND LAND MANAGEMENT, INC. / 5M#8 p NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION, Drown Street, Salem, Mn 01970 F.
of plants is#�50 THIS PLAN IS FOR PERMITTING PURPOSES ONLY. (978) a36-6400
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LEGEND
PIERCE ROAD 9R
LILLIAN C. PAPALECIS Salem MEAN HIGH HATER (MHW)
MAP 31, LOT 302 / approximate line (annual mean high)
X'Icbq
� � / 1 •Ae / / a ^,, (elevation = 3.6: NAVD'88 datum)
(310 CMR 10.23)
M•
,Wa
Bl1CHANAN WAD o CRICHARD H. BURKE exlstYq aspalt drive•ny ,°°° ............ °-pN . �' ,' � / P �.. ^ / °°° TOP OF RIVERBANK
MAP 31, LOT 304 ti
i
/ � � "� (flagged and surveyed)
' oaa y 27 _ o (310 CMR 10.58)
� of
(LOCUS)
PIERCE / EXISTING / 4, - ' ��N FEMA ZONE-X (see note 4)
M ti^ ROAD PAVEMENT TO REMAIN x, G / Coastal Wetland Resource Area: SALT MARSH
\` ^• �A/ �/ CLAYTON W. .ec JEAN L. SMITH ;k N 2 ���� y 1 , (flagged and surveyed)
MAP 31, LOT 319j0' �ti5 (310 CMR 10.32)
existing single-family house ti�?��w �,� \ e 4 / RIVERFRONT 100-FOOT INNER-RIPARIAN ZONE
(measured from MHW)
+ N 1 :� r* / (310 CMR 10.58)
WPOF / 12"
• / / emay / existing asphalt drivewoy /'� l
\ ° poRIVERFRONT 200-FOOT OUTER-RIPARIAN ZONE
#18 / R p or e�' / 4p �A' 1 EX.TREES (measured from MHW)
/ //13.0 1 / /'x �' w` a o SAl#2'O (310 CMR 10.58)
�, ,� / F` x ' '"" -aP.o /� / o I 1 TO REMAIN
BUCHANAN ROAD / / /J 0 4.12.8 /l / Q krQ / ` / 8.7+ I (if possible I
CHARLES M O'DONNELL \ ° >0" / / `' / I
MAP 31, LOT 305 'e aL ' �y /PAl \�O / aAP p O '• / I I m 4": k Coastal Wetlands 100-FOOT BUFFER
o � O O / 3 13.6 1 at > ( I 1 h
"iP e �'` `' 's• 9 / •( existing �s E '� 1 12' / :� (measured from the Riverbank)
J/�O P'`p P AO } , Q . 9 phalt drivg6ay o .' / a:
.4 °+°c // 1�/
r /��,'��GG�OQO ?OP/
QQ / / / w�P e FOJ/ ^' GRAPHIC SCALE
,'•" e / / / g E O� c�' Q• '�� / / ' 'LAND OWNED BY: SALEM CONSERVATION COMMISSION 10 o s 10 zo 40
PROPOSED PAVED
t (tin accordance with Salem. Assessor's)
DRIVEWAY (within �'ti 'y / //
i'� i \•��'S: /� Cy' -�,1// ��• :`^n inner riparian zone: ' 'y ��' // / F •;,.x / / ,/,b; MAP 31. LOT 326 I,
PG �P/ P�p� i� q footprint=310fSF) •+'s �y' / `c°j� IY e O 1 ( IN FEET )
9YI / e 1 inch = 10 ft.
' h 3.0 ' p� 13.0 WALKWAY & LANDSCAPING l PW9e a // i // Ser#3 p
6 1 12.5+ �// oQ PROPOSED HOUSE ADDITION • °°�' / I / / ��.
Ir % (footprint=1,f10±SF) / 8.5+SILT FENCE (501-LF)
VEROSION CONTROL SLAB FFE 13.0 l
PROPSED RE-
t
q G 1 GRADING FOR R
e •
SQ
T
. T - ( t ht o 12.45+ I ry�/ 13.0+ Fp sO zone) PROPOSED
match ex.houseLANDSCAPED DEPRESSION 1
/
o12.5o.OG'o43% I
(destigry� / i to retain & detain RA#A' /
�o I , / /x' / oo / stormliliater runoff) FOR WATER
�0•� P I / a /or „ QUALITY & QUANTITY
LOAM/FILL STIDCICPILE `. ' FDG,P p91 ` 5o I { / I
/ (DURING CONSTRICTION) / Fo o� I _a�_ / /� /' A ,/ ;; MITIGATION if
°
may. +13.0 OPOSED PAV DRIVEWAY' ION / sn\ I / , , / /� / ® / (footprint=1,200±SF,
0 \ / 3,. volume=3fOtCF PLANTED WITH '
'. •:' ...........:-' . / ( tprint within out riparian zone=/,570t��') / % / / / / o , a )
12 / 6\\ j' / / / / /o. o / SALT-TOLERANT INDIGENOUS
I' . / \\ Js� 1I2 5� / // �p�' .�' // / I,�`Q1 +" LOW GRASSES (moveable) O
...........: ,. _� e \ / / �' //���// Mote: first flush (Il"from
W /-// \ \ / / / LP:8.4+ ,/ ,; 0, �y / existing impervious surfaces.
'x° \ / /\ o' ( / / ' O 5.200±SF) volume = 220±CF,
y /LjQel �y.0- CWC /// ther2fire detention basin factor
1'CX,,OQ` t ,8 // /,1� -���. ._ / , of safety - 1.4
,, / '�
o L� �<O�'t1L \ PROPOSED CRUSHED \� LF: 2.3 3r / ��� _ � -- lb lop
\ / TOP OF RIVERBANK
d �.�P ,$gory e • STONE TURN AROIrND \- . ,, - � / o _ "+vst S-�Neaee>•��� ,�\ :�• .\
c,�c, Ic \\ (footprint within outer _ _ _ �+ / _«r / PROPOSED SILT F NCE (or straw ( ?
o O k r Mgr riparian zone=135tSF) -- - - I 1 \
0 h _ _ __ __ _ wattles) 285±LF.''erosion control & limitMHW
0 BE,,-INSPECTED
INSTALLED EROSION CONTROL :
g CPQ ' ion a \ • " ,-INSPECTED AT THE
�,1 0 ,
PRE-CONSTRUCTION CONFERENCE (by the
(o, / o ,:' RIVERFRONT / Cons.Comm. agent and Design Engineer) /
co y .p< r \ i ' : NOTE: THIS PLAN ONLY SERVES AS A GENERAL GUIDE. THE SITE CONTRACTOR MAY NEED
N ��CeQC` �,'`p0 /�t1F`-'�j� �.a,"'ill r / VCREA
g 100-FOOT g/• TO ADJUST FINAL GRADES (only with PLDE approval) AS NEICESSARY BASED ON FIELD
/ .+ • ACTUALITIES. APPROVAL from PLDE IS RE UIRED PRIOR TO MAKING ADJUSTMENT.
TE SUBTLE CCB INNER RIPARIAN �. ( ) e
RA
(edge) TO, DIRECT ZONE
RUNOFF TOWARDS / t NOTE: THIS SITE PLAN IS NOT FOR CONSTRUCTION,
3 100-FOOT BUFFER ZONE ,' �/� / DETENTION BASIN / SM#4p / lI THIS PLAN IS FOR PERMITTING PURPOSES ONLY.
Z (measured from flagged
RIVERFRONT / (;
' Tl /
a 200-FOOT �,,, °F 4ss
J
a y / y.. R / M o
W salt marsh) • OUTER RIPARIAN , �.x ,' '/ �j
y / " i p'�' SCOTT IAN yG
/ / �`� / • m
H - w A PAT
ZONE % 10. &N '-
<
ti� : I> No'
33656v
v '\/ ,%�+ / �% .4p �y� a N/ Ay� e ' .� Ge AL P� 2 3/18/14 PER DISCUSSION w/ WETLANDS CONSULTANT
C) 1 3/16/14 PER SALEM CONS.COMM COMMENTS (shift house/drive)
3 / / / / �. ,,,P e / / !•° NO. DATE DESCRIPTION
I \ /
9.5
l r
®-eop
5 ° • SITE PLAN
11' / _ PROPOSED RE-GRADING FOR �, Q► Qr J
TO ACCOMPANY A
N j f LP: • /i�^ /� STORMWATER (within outer riparian '° e l
zone) PROPOSED LANDSCAPED pr/ ' / T \ 1.5" S0. WOOD POST 10' TO V O.C. at
do 1 1 \ / DEPRESSION (designed to retain & r e STEEL REBAR POSTS SET 10' APART
WRAP ATTACHMENT NOTICE OF INTENT APPLICATION
r• / I ♦ detain stormwater runoff) FOR WATER CORD AROUND UNDESTURBED DISTANCE
/ \ //11 QUALITY & QUANTITY MITIGATION /�' POST TWICE (SEE PLAN) for a proposed
/ / / eve/ (footprint=630_*SF, 'volume=150fCF) ` j / LAND OWNED BY. SALEM CONSERVATION COMMISSION '1 �.. - o o
/ PLANTED WITH SALT-TOLERANT e Qi �� 1 (in accordance with Salem, Assessor's) GRADE DOYIM GRADIENT
�� House C
N INDIGENOUS LOW GRASSES (movable) l/ SM#8 ' ! MAP 31, LOT 326 'a /\\ FINISHED -5 ,n 10° 11�7IJWD RESOURCE � ous v Addition
/ /\ \ MARAFl FABRIC "-
yi 130e Note: first us�su s 245otsF) �� \ sPO� _ AREA (including driveway expansion and landscaping) 0k-
0! volume = 100±CF, therefore detention, h e \\j/\ I Lo an
a / 4 basin factor of safety = 1.5
Existing Single- Family House
/ ct
located a
/ M GROUND,D, DO NOT
NOTES �oEOILON�WE,LAND #27 Pierce Road
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1. LOCUS IS SHOWN ON SALEM ASSESSOR'S MAP 131, LOT /319. S a Ie � Massachusetts
o NOTES: ,n
T 1. CONTRACTOR TO INSTALL TEMPORARY SILT FENCE EROSION CONTROL (LIMIT OF WORK) AS
2. EXISTING TOPOGRAPHIC CONDITIONS AND PROPERTY LINE PER ACTUAL FIELD SURVEY PERFORMED BY NORTH SHORE SURVEY CORPORATION (June, 2013). THE VERTICAL DATUM FOR THIS SITE PLAN IS NAVD'S8.
N SHOWN ABOVE AND HAVE IT INSPECTED BY THE CONSERVATION COMMISSION PRIOR TO ANY Date: February 18, 2014
0 3. BENCHMARK USED FOR VERTICAL CONTROL (not shown on this plan): SMH INVERT ON BUCHANAN ROAD, ELEVATION 19.41 (SALEM DATUM MLW=0.0) - 5.17 (CONVERSION FACTOR) = 14.24 (NAVD'88). EXCAVATION OR EARTH REMOVAL ON-SITE.
PLDE#13-14 Scale: 1" = 10' Sheet 1 of 1 �
2. CONTRACTOR IS RESPONSIBLE FOR INSURING EROSION CONTROL IS PROPERLY MAINTAINED o
AT ALL TIME IN ACCORDANCE WITH THE ORDER OF CONDITIONS (WETLANDS PERMIT) AND IN ,7 L
a 4. THE FEMA ZONE-X NTH NO CORRESPONDING BASE FLOOD ELEVATION (BFE) IS LISTED ON FIRM MAP /25009CO532F DATED JULY 3, 2012 (PLAN SCALE 1"= 500'). THE FEMA VE 100-YEAR FLOOD BOUNDARIY LINE IS DIGITIZED BY NSSC (best fit using field survey and fixed features from GOOD OPERATING CONDITION. EROSION UNDER SILT FENCE IS STRICTLY PROHIBITED. Prepared gUr Charles A. Smith
o the aerial base) FROM THE REFERENCED FIRM MAP. NOTE: THE ARCHITECT IS RESPONSIBLE TO INSURE THAT THE DESIGN (BUILDING AND ADJACENT GRADES) MEET ALL APPLICABLE BUILDING CODES WHEN CONSTRUCTING INSIDE A FEMA FLOODPLAIN. THE SITE CONTRACTOR SHALL INSURE THE 3. ALTERNATIVELY, A SILT SOCKSTAKED IN GROUND PER SCS SPECIFICATIONS 4 Galloupes Point Road, Swampscott, MA 01907
rn CONSTRUCTION MEETS ALL APPLICABLE BUILDING CODES WHEN CONSTRUCTING INSIDE A FEMA FLOODPLAIN. INSTEAD OF A SILT FENCE SOCK (
) CAN BE USED 1e
NOTE: THIS SITE PLAN BY NO MEANS CONSTITUTES A FEMA FLOOD CERTIFICATION OF FEMA ELEVATION CERTIFICATE FOR THE DETERMINATION OF FLOOD INSURANCE. ADDITIONAL FIELD SURVEY AND OTHER WORK: WOULD BE REQUIRED BY OTHERS FOR SUCH A CERTIFICATION. PATROWICZ _
SILT FENCE DETAIL LAND DEVELOPMENT ENGINEERING MassDEP FILE:
5. WETLAND RESOURCE AREAS WERE FLAGGED AND IDENTIFIED BY WETLANDS AND LAND MANAGEMENT, INC (July, 2°13). THE WETLAND RESOURCE AREA FLAGS WERE SURVEYED BY NORTH SHORE SURVEY CORP AND ARE SHOWN ON THIS SITE PLAN. Nol To Scale 14 Brown Street, Salem, MA 01970
(978) 836-6400 #064-0563
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