HomeMy WebLinkAbout260312 Tree Removal Site Plan - - 500 GREAT POND ROAD GENERAL NOTES
1.) SEE TOWN OF NORTH ANDOVER PARCEL TM 64 TL 6,DEED BOOK#505 PAGE#92 AND
F36"WIDE`MIRAF1 FOOK" PLAN#1981 ENDRD FOR SITE.
SILTATION CONTROL FABRIC JUTE ENCASED 2.) OWNER.NORTH ANDOVER COUNTRY CLUB
ATTACHED TO 4'-6"WOODEN 3'-6"SILTATION 12"BIODEGRADEABLE
STAKES CONTROL FABRIC MULCH SOCK 3.) WETLANDS WERE DELINEATED BY NORSE ENVIRONMENTAL SERVICES, 2025.
SILT FENCE Coco\ 4.) WETLAND AND TOPOGRAPHIC ON THE GROUND SURVEY BY MERRIMACK ENGINEERING SERVICES,INC.
�7 J'-O"ABOVE EXISTING 5.) THE MAXIMUM LAKE ELEVATION PROVIDED BY TOWN ENGINEER IS ELEVATION=113.7.
999M 1 GRADE GRADE FILL(6-HIGH) 6.) THIS SITE IS WITHIN THE WATERSHED PROTECTION DISTRICT.
ABOVE GRADE 4'-6" TO EDGE± WETLANDS
BELOW GRADE 4- 7.) THIS SITE WAS CREATED PRIOR TO OCTOBER 24,1994.
6- WOODEN
6"
\I--X3\1- `X-\11--\—IX,-XIl- BELOW STAKES
GRADE AREA OF TREE
REMOVAL
NORTH ANO
COMPOST FILTER SOCK WITH SILT FENCE COUNTRY CLOUBVER
NOT TO SCALE � STREAM
rM ov so KEY MAP CONSERVATION NOTES
1"=200' 1.) EROSION CONTROL MULCH SOCK AND SILT FENCE SHALL BE INSTALLED AND INSPECTED BY THE
NACC PRIOR TO ANY WORK ON SITE.
,�VGVE-: 2.) THE EROSION CONTROL BARRIER SHALL BE INSPECTED AND MAINTAINED THROUGHOUT
LAKE COCHICHEWICK EROSION CONTROL SILT FENCE CONSTRUCTION AND UNTIL SITE STABILIZATION OCCURS.
/WITH 12"/MULCH SOCK 3.) ALL STUMPS SHALL BE CUT TO GROUND SURFACE AND LEFT IN PLACE.
-- .ZOD (SEE W-/TAIQ
A�- 4.) ALL DISTURBED AREAS SHALL BE LOAMED AND SEEDED IMMEDIATELY UPON COMPLETION OF THE WORK.
5.) TREES WILL BE CUT AND REMOVED DURING JANUARY OR FEBRUARY WHEN GROUND CONDITIONS ARE
41,19D FROZEN TO MINIMIZE GRASS AND SOIL DISTURBANCE AND EROSION.
A 17D TREE REMOVAL INVENTORY
16D
00
1b,
W4� ITREES TO BE
//�—_ \ 14D N REM9 520 Great Pond Road-Navin Andover Exi,ting Trees to be Removed
'y (TYF
(SEE I DETAIL) �Nuenberm-c—on-Kame Sei-ific',-c :1 DBH(inches)
f
13D
1, Shag-bark 11 IkIry '-a 11am '6.1-
2 ShagLarva 0-ta 4.5-
3 ag bark IE.lm- Ca--ata -,5
Ck�
4 hae-barkHirk- �carva.Bata
5 Red M-pl, tmdk�) I Are,iib-
11D 1 3 5"/5 5,m.��b... i 16 River 6 d-d--t I
7 R MQ B-trunk> i Ace,-b- i 85-19 ot�at bas�,
8 '5-
Sh.g-bk Hiek-,, J Cr!--w I -i
3ZD 9 River Birch 13cmi-ig. 13.5"die-buk ir,
4 5-
'10 S -barkHi,,kcry ar,ao-ta
Shag-bark Hicko Car�.-.
112 Shag-bark Hickrl' Carya ovata
13 Shy-bark Hickur, Cana ovata
14 Shag-bad,Ilickory T Cerra-ta 5-
�SShha�-bark Hickory i Caryd—ovata 3.5-
z - —1
21 _-bark Hickory Carva ovata 12
4f 17 Sha-a-bark Tcka -a-ta 2"
IS Shae-b Caaa.v
BID ackHt �C
Shag-bark Hick- Cana ovat 25 to d
_a
MA 20 Red Mtplc I Arer-b,- - 7.5-mt.insect damage
IT- 1 Shag-bark flickty --
21 i Carya-ta 3.5
2? Sliag-bark Hirk.ry, Carva...is -3-
-Sha*-bark fhekon Ca 2.5"
�7�3 Sbejs-b�rk Hi&cry I cayn ov- ?"
400000 4p 25 1 Shag-hark[Awk- 1 Carva ovata
1D
7D/ "aaa, 26 Black I Qr'.s velutina 7-
oeaft W%i 27 t,Oak .
h(m.u,k,) F axi-—ir- 18.5-19"EAB d-gc
14C p-li,g bark 1.m,rdie
00 back
2
28 sh-bark j Car,a
1 10 raper such-(txct-.k�) B�MlBpapynf�e. 105,19-severe rot.
BID 29
-A,
I'D zO.G �q r, ins-t dtrniigc cm odic
4%, 0- back
-%012.D 1 30 Shr.bark Hick- Cana ov ata 1.5',
4D SO 8-D �OD ",.-a,,Mrpk A-plwan.id.s cdcd
27E BRIDGE 1E 4# i ,branches
10B RF IA \ // +�1 L+� I //
W-ft
Reaft
26E 2E 19D
B.V.W.BY NO #30 1 :#29 1
ENMRON L SE�MCES #21
4017 EROSION,CONTROL SILT FENCE #25
RF98 RF2A WITH 12"MULCH SOCK * 1.#24#25
25E 3E (SEE DETAIL)
at 4E #20 21 -#23
I I SHRUB
24E RF3A—A 5E BE SHRUB 7E 40 19 �17 #22
RF4A MCUB 18D
RF .#18.#16
RF A SHRUB SAND TRAP 1L AL '21 PLAN OF LAND
1/ #12
RF6A BE SHRUB SHRUB
SHRUB10E
2 V R �OOE SHRUB .�,j •SHRUB SHRUB #6 NO R TH ®1VD 0 VER, MA
2 RF7A RF38 RF8A 11E •SHRUB
,Al2E SHRUB 5, )SHRUB 17D
E 1 is 17 RF411. #9 / // // TO ACCOMPANY A NOTICE OF INTENT APPLICATION
-0 IL
CN #5 FOR TREE REMOVAL
———————————————————————————— ———— ——— —————0- #8 is
N10A
GREAT POND ROAD #10;3 9#4 67 NORTH ANDOVER
40 15D
ON,�\-0, \-Ooo CO UNTR Y CL UB
500 GREAT POND ROAD
(D
#31 NORTH ANDOVER,MASSACHUSETTS 01845
n ———————
Ln Lis DATE.- MARCH 12,2025
PLAN
r1) NEMCHENOK�",
-0 1
1"=40' D
'
n ETAIL V 19 0-1 MERRIMACK ENGINEERING SERVICES
1"=20' IS 66 PARK STREET
C L
LO ANDOVER,MASSACHUSETTS 01810
PHONE: (978)475-3555 FAX: (978)475-1448
LO EMAIL: MERRENG@AOL.COM