SW8070213_APPROVED PLANS_20181023

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 010113
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201 $ l0 2 3
YYYYMMDD

u
v
I COMMON AREA
OPEN SPACE
DRAINAGE EASEMENT
DATE: OCTOBER 20/8
-�
4
LOCATED IN THE TOWN OF LELAND
5
BRUNSWICK COUNTY, NORTH CAROLINA
7
6
OWNER / DEVELOPER:
Punston Land 8 Timber, LLC
-..
1007 EVANGELINE DRIVE
.. _
- -
8
Leland, INC 28451
- - "
-
910-383-1425
PHASE 6 SECTION 1, EVANGEL/NE
PLATS
...-. ".".". . ....
-
-
MAP
BOOK
37
PAGE
35
-.". ". -WETLANDS -.
-..
MAP
BOOK
37
PAGES
42-44
" " " " -."AREA.".
..
MAP
BOOK
39
PAGES
62-64
MAP
BOOK
58
PAGE
24
MAP
BOOK
58
PAGE
25
....
.ON
MAP
BOOK
58
PAGE
52
-, -,
COMMON AREA
-.,"," -_,
OPEN SPACE -
MAP
BOOK
59
PAGE
94
_
DRAINAGE EASEMENT
MAP
BOOK
71
PAGE
79
MAP
BOOK
71
PAGE
60
..
MAP
BOOK
71
PAGE
68
..
...
.... .....
MAP
BOOK
73
PAGE
18
1
MAP
BOOK
75
PAGE
12
II`
MAP
BOOK
75
PAGE
26
MAP
BOOK
75
PAGE
40
WETLANDS
\
MAP
BOOK
78
PAGE
60
AREA
MAP
BOOK
78
PAGE
91
/\\
MAP
BOOK
80
PAGE
24
...
MAP
BOOK
80
PAGE
92
0
"
0.38 Ac.
POND 11 DRAINAGE AytEA 12 50
i
0.30 Ac. /
0-32 Ac.
13 A
51
0.39 Ac.
2 I ,���• 46 47 /_----�
48 -
.. .. LWEE ANDS R\J�� 31
�I EVN
30
O�P�tGP
Goes
01" /
0
PRELIMINARY, PLAN
NOT FOR RECORDATION OR CONVEYANCE
r Y PdM� Ory qY ti�� sMa r M iv,nwl
ISM �r b M � aM MY�
.01
0
7
56
55
54
CEHTERLIH THEU S\.
WATERS OF
32 /33 / 34
WETLANDS
• 90 :• 270
12 DRAINAGE AREA
Now
;s,\ 6
5"0
POND 11';- ..•S: _ �/:'- '. �a ,., �� ,, :.�"-...om,:. , --i III I. �/'\ `.. \ \�s"`xYS-r
1
2
10

/ iX'M9i
\ iA `
.�.�.( 1-`-
/ Av '1V,1Aa/
"I] \
J34". '"°>, 12635.4 SQ
STATE
15,5
'RCP
CP
.JJ\\
`\� 1 ,
OUTLET STRUCTURE POND #11
TOP 34.97
WEIR 34.04 3' long
BOTTOM 30.12
ORIFICE (2") 32.90
INV 24" RCP 32.75
INV 24" RCP(OUT) 32.48
RAGE=
WET P0ND#11
15718.2 SQ. FT.
0.36 ACRES5„
fjpT �t3,�2
I nil9R
573
l
, ._...__ __
(?$
'�31�4
-
y 1Up
--
p
2�x2S
ay2�2
..........
i625 pp
�3595
3Rp
99'33
00
as
.55
IP-RAP
� 1
2,77
ry� j i
tn' � � L � _ j-J Ln. / // x 34.9t /
- r
bIb
j4c9 ITS.
tt
Q��,ty NOTE: 404 KETLANDS ON SITE AS SHOWN.
999
/
616
RIP -RAP 6 /�
4mn /
35.48
20' 0' 20' 40' 60'
SCALE IN FEET: 7 "= 20'
DESIGN WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 8,800 sf
Surface Area provided = 13,000 cf @ WSEL 33.0
Storage Volume required = 13,600 cf
Storage Votume provided = 14,600 cf @ WSEL 34.0
AS -BUILT WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 8,800 sf
Surface Area provided = 12,635 cf @ WSEL 32.9 <97% OF DESIGN)
Storage Volume required = 13,600 cf
Storage Volume provided = 15,595 cf @ WSEL 34.0
Copi+igl,t A HonoM' Design SerNcee, P.A., Nf n'gM1ls reser ed. Beprodvclias , ou of the ConlMte of this doovmt.M, er ooditions W doIsllons to this
documsnl. in whole or pail, wllhp t wrllten consent of the Cwd Svrwypr or En9h'eer, is On9h,1x'Iot. 61, copies Pom IWe erginol of this doovmonL
marked with the W;9hol signature and wlq(nal seol of Me Svro, r or Engineer, Mau he considered to W .did and Ito. copies.
BRUNSWICK FOREST -
wet detention/retention pond No,11
VOLUME REQUIRED: R=1(P)(Pj)(Rv)/121(A)
SEE PAGES A.1 and
A. 2. °Controlling Urban Runoff:
Design Calculation
Summary for NCDENR / DWQ :
A Practical Manual
for Planning and Designing Urban BMPsn
(P) 1"
WATER QUALITY CONSIDERATIONS
-
(Pj)= 0.9
Impervious area calculations:
See Project Data Sheet
( Rv) = 0, 05 + 0. 9( 3.
75/7. 5) = 0, 50
( A) = 7. 5
TOTAL IMPERVIOUS =
3,75 acres
R= C(1>C0.50/12]<7,5)
= 0.313 acre-feet
TOTAL AREA DRAINING
TO POND = 7.5 acres
7.5 acres total -
3,75 acres impervious = 3,75 acre green
= 13,600 cf
REQUIRED STORAGE
14,600 cf
PROVIDED STORAGE @ ELEV. = 34.0
SA REQUIRED 3. 75
/ 7. 5 = 0. 50, or 50%
DRAWDOWN
Average head from
storage elevation to orifice -
At 6. 0' depth, 90%
TSS removal, from chart - SA/DA factor = 2. 7
34. 0 - 33. 0 / 2 =
0. 5' 2" PVC dra i n to draw -down pond:
7. 5 x 0. Ol x 2. 7
= 8,800 sf SA REQUIRED
Orifice equation:
Q = CA(2gh) ^ 1 /2
At E lev. = 33, 0
= 13,000 sf SA PROVIDED
T = 2-1/2 days
WELDED REBAR
TRASH GRATES.
GALVANIZED
WEIR CUT
K&DED BAR
TRASH RACK
BOLTED IN PLACE
ONE EACH BOX
ELmJ4.97
E-aeb
90 ELBOW DOKN
rr
In 8"BELOW WSEL EL.3}@ e
Iri
tVSfL�
.id:0 329
`210/ANE7E7 PIPE
PVC W/ GRA &L COWR
VIEW
NOT TO SCALE
WIDE WEIR CUT
-/ ?4 RCP I
tNN.32.75 arter
!NV= INV=3dU pia
3a-a
3290
SECTION VIEW
OUTLET STRUCTURE DETAILS (POND 11)
NOT TO SCALE
- N
ALL SLOPES
=o
3:1 MAXIMUM
w
Foreboy volume
WSEL 20% of required
Li
32.9 storage, typical-
p
_33'O
Foreboy
,Oo�\ Bottom
2e"6
Elev.=25.6
4'min.
Qe`�o
FOREBAY SECT/ON DETAIL
NOT TO SCALE
STATE STORAGE VOLUME
_ 14 699-ef 14,015 CF
EMBANKMENT TOP= -S9 36,9
EMERGENCY SPILLWAY EL =
MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any rainfall
event and needed repairs made immediately.
2. Sediment Basin to be cleaned out when the level of sediment
reaches 4.5' below water surface. Riser structure to be cleaned
if excess water above design surface no longer drains
properly.
3. Sediment to be removed from pond foreboy when it is
approximately 257o filled or sediment level is within 4.5' of
water surface.
4. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6.11, latest version. See next Sheet.
L� 36.0
TOP OF BOX =
VVFIR CIITC =
35.0
32.8 _�
10' WIDE, 10:1
VEGETATED
SHELF
Directly under
Water Surface
Mcr
ZW
N
N
20
2U
ao�
U
Z M
W
S
17)
N W W
N H
ma`s
H
tn Q
5
n
�O
I II �O
Jp(J,
WU` n
U)
w
K
w�
1<
U1
Q
W X
o
24"RCP
W
v
1 PIPE rn
N
M
24
RCP
w
EMBANKMENT SECTION POND No.11
AS -BUILT SUMMARY (11-24-08)1
ITEM
1. All slopes permanent vegetation
2. Normal pool surface area
3. Normal pool Surface Elevation
4. Pond depth ( deepest point)
5• Bottom elevation (deepest)
6. Orifice elevation
7• Weir elevation (State storage)
8. State storage volume
9. 10' vegetated shelf
10. 10' access
11, Foreloay
12, Outlet elevation
13. Primary Spillway elevation
14, Emergency Spillway elevation
15, Embankment elevation
16. Side slopes (typical)
17. Orifice size
AS -BUILT
Yes
12,635
sf
32. 9
MSL
7. 7
feet
25. 2
MSL
32. 9
MSL
34.07
MSL
15,595
cf
Yes
Yes
Yes
32. 8
MSL
35. 0
MSL
36, 0
MSL
36, 9
MSL
3: 1
to 5: 1
2" PVC
SEP 0 5 20118 1
W
DENR / DWQ SWS 07Q2oi a
Pond Asbuilt (Pond 11)
Brunswick Forest
Phase 6-Sections 1 &2 (Residential)
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
OWNER; FUNSTON LAND & TIMBER, LLC
1007 EVANGELINE DRIVE
LELAND, NC 28451 910-383-1425
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS �y
1123 FLORAL PARKWAY,F-.
WILMINGTON, N.C. 28403
PHONE: [phone]
71-24-08
S"Ie:
1 "=20'
Drawn:
MJL
Checked:
DSH
Project No:
Pho-r'ond II as6ui/t
Sheet No:
1
1
Ot:
i

00- 4 1 WIDE
U)
STATE STORAGE VOLUME D a)
66,275 cf 69,295 of LJ !�, Lj U-1
EMBANKMENT TOP= 35.8
00 L�
EMERGENCY SPILLWAY EL = 35tr 34.8 1 3 17 0
_J Z
TOP OF BOX _.k4� 34.7 It O�� E�J P—
I LLJ
STATE STORAGE ELEVATION = -3T.-5 33.0 WEIR CUTS = _i� 33.0 1- 1-- -(0 1<
< W 57< 3:
Lei
NORMAL WSEL= ­a8 30.4 INVERT OUT= 30.4 24"RCP
1 PIPE
10' WIDE, 10:1
VEGETATED
SHELF
Directly under
Water Surface
BOTTOM EL= 24I(' 22.8
........... \1 \1
EMBANKMENT SECTION POND No.12
WELDED BAR
16­1 _F 24-RCP I I TRASH RACK
BOLTED IN PLACE
ONE EACH BOX
R:34-65
90 ELBOW
V DOWN
8"RELOW WSEL 3'0"
4
WEIR CUT 7-7 304
J. 0,
2`01AMErER PIPE
5J PVC W1 GRAVEL COVER
(X
2 PLAN VIEW
3' WIDE WEIR CUT
INV=3a40 " ouncr I
INV= INV=J0,6-
r
Jore 1
9.75 ——
SECTION VIEW
OUTLET STRUCTURE DETAILS (POND 12)
NOT TO SCALE
ALL SLOPES
3:1 MAXIMUM
WSEL
� 30.4
Foreboy volume
20% of required
storage, typical
Forebay
Bottom
No 4'min. �1� Llev.=224l0
<ti N
OUTLET
PROTECTION
AS ON PLANS
FOREBA Y SECTION DETAIL
NOT TO SCALE
BRUNSWICK FOREST - wet detention/retention pond No,12
Design Catcutation Summary for NCDENR / DWQ
WATER QUALITY CONSIDERATIONS -
Impervious area calculations: See Project Data Sheet
TOTAL IMPERVIOUS = 10.0 acres
TOTAL AREA DRAINING TO POND = 20,0 acres
20,0 acres total, 10,0 acres impervious = 10.0 acre green
SA REQUIRED: 10 20 = 0,50, or 50%
At 6.0' depth, 90% TSS removal, From chart - SA/DA Factor = 2.7
20,0 x 0.01 x 2.7 = 23,500 sf SA REQUIRED
At Etev. = 30.0 = 24,000 sf SA PROVIDED
C9,aIV4kf Ct HOnOW Des,A Set O, P.A., AR 110fil resared, ROAr Ctien a w Of fh* OOOIents Of thil dooam.." 0, OOOUUanl 0' Oebllons t. IIA,
OOO,IO"J, M .0. , We. e)Ih.f ofiffaO CoOlaIt of the, Land Surveys Or E.9;V1, is p oha,R#O. OOty Wien &OrO fe,1 or;qMal of M, dONO,.It.
-oH vRh the ri.0 sgnafure -d aNiIOF sOO` Of the Snroyav Or CAgbI,Or, Malf bO c aeOd 10 ft . Ae w0 V„.
AS -BUILT SUMMARY (11-24-08):
ITEM AS -BUILT
1,
All slopes permanent vegetation
Yes
2.
Normal pool surface area
23,165
sf
3.
Normal, pool Surface Elevation
30.4
MSL
4,
Pond depth (deepest point)
7.6
feet
5,
Bottom elevation (deepest)
22,e
MSL
6,
Orifice elevation
30.2
MSL
7.
Weir etevation (State storage)
33.0
MSL
8.
State storage votume
69,295
cf
9.
10' vegetated she i. f
Yes
10.
10' access
Yes
11.
Foreloay
Yes
12.
Outlet elevation
30.4
MSL
13,
Primary Spillway elevation
34,7
MSL
14,
Emergency Spittway elevation
34.8
MSL
15.
Embankment elevation
35,8
MSL
16.
Side slopes (typical,)
3; 1
to 5:1
17.
Orifice size
2'
PVC
MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any rainfall
event and needed repairs mode immediately,
2. Sediment Basin to be cleaned out when the level of sediment
reaches 5.6' below water surface. Riser structure to be cleaned
if excess water above design surface no longer drains
properly.
3. Sediment to be removed from pond foreboy when it is
approximately 25% filled or sediment level is within 5.25' of
water surface.
4. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6.11, latest version. See next Sheet.
VOLUME REQUIRED: R=C(P)(Pj)(Rv)/121(A)
SEE PAGES A,1 and A,2, 'Controlling Urban Runoff:
A Practical Manual For Planning and Designing Urban BMPsO
(P)= I'
(Pj)= 0.9
(Rv)= 0.05 + 0.9(10,0/20.0) = 0.50
< A) = 20.0
R= I ( 1) ( 0. 50/121 ( 20, 0) = 0.833 acre-feet
36,300 cf REQUIRED STORAGE
66,275 cf PROVIDED STORAGE @ ELEV.= 32,5
DRAWDOWN:
Average head From storage elevation to orifice -
32.5 - 30.0 / 2 = I. 25' 2a PVC dra in to draw -down pond:
Orifice equation: Q = CA(2gh)^1/2
T = 4 days
X an 5 —X-2 L48
x3rw
\'e
X3" Zxno X,.--
\�x
X3,12b
xa�:, X
_IX
30140.3 SQ. FT.
0.69 ACRES
X3"0 X'9 4., X "0, '\x
STATE STORAGE= >�Zl --- I — 1� \ X 46
1 X 3120
x2gea X MW U71
X .. P , 8 69,295 CFXs
�7 XZ1% ,X X
23165.2 SQ. FT 48
/ , 52� X
0.53 ACRES /X
>61.
X X7
X
329
X)e'.
09 XZ323
9
XK.
(� Co
11,9,e X. , I I I X 04
X,4 X73
A./
A1 39 1 1 1 11)"
3 M
x3s 1 11
X nol
/X34
1
X 3
X m,
I"i 777
XI/ X/31
X;k, X3 50 �.Jsolab6d
/t , _/ /// " / An
WIM02anA4M Avdwm '7� <?,/V / / X3313 X�n
_V
X331,
Cb /,V� 31 7,1
X22 7,
N. 00 xT.� X xl"5
3141
372
)X31 j5
�'S 7 3 x7i
X r'.
Xw.X;V1 --x
X141 X' XT
01 X317
14 IX60
X,Z
Y�Zlr, �747' X XI540 X3572
55, X/ 1Z xa�
A. - 7"
7 , Xn 7 X),59 xn�, X33�
I � N,_� bpi�%—X133&
X)4 16 a� 1� X33.45
X X
X ?
X� 2,
W
X33V 79
5'4� X29nc Y79 �X3
X 34/tt � / 7 _1� J
>
X X
4I
/(V x
Xke4l
X 3184
x. p#(
79M X3 X% X,,35,
�i X3V91
�93.11_ X3481 xJ
X32c
i 4
pm
xa�se
\x3
X
ne,
Xn4s C
X� X'16'/
U X33,
XW XP 3 a xa, 3 1
I
a
-- \ ------n 2901 XM X U, 2.0
X� X, X'5�1 '=: �.-r \ WET POND# 12
X
—
.\ 1� , // 11 / / - I
X 35
--41612 7 C,> /X­
X Z7,
x3eP2
X­9-��e
� X46 X3"3
X3,eq �7A
DESIGN WATER QUALITY POND CONSIDERATIONS —
Surface Area required = 23,500 sf
Surface Area provided = 24,000 cf @ WSEL 30.0
Storage Votume required = 36,300 cf
Storage Votume provided = 66,275 cf @ WSEL 32.5
AS -BUILT WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 23,500 sf
Surface Area provided = 23,165 cf @ WSEL 30.4 (97% OF DESIGN)
Storage Volume required = 36,300 cf
Storage Votume provided = 69,295 cf @ WSEL 33,0
20' 0' 20' 40' 60'
SCALE IN FEET: 1 "= 20'
DENR I DWQ SW8 070213
Pond Asbuilt (Pond 72)
Brunswick Forest
Phase 6-Sections 1 &2 (Residential)
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
CARot
O� S�;InZ
SEAL
20007
GINNER: FUNSTON LAND & TIMBER, LLC
1007 EVANGELINE DRIVE
LELAND, NC 28451 910-383-1425
HANOVER DESIGN SERVICES 7 P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone] (94.,
170�te
11-24-08
stole:
7 "=20'
D'o.n!
MJL
Checked:
DSH
SheetProject No:
Ph6 Pond 12 asbu%;:
N.
\ I
F.•

L
STATE STORAGE VOLUME
= 86,24s cf 69,295 cf
EMBANKMENT TOP= _r;a'6 35.8
EMERGENCY SPILLWAY EL = _O-Q 34.8
TOP OF BOX = 34.7
STATE STORAGE ELEVATION = 33.0 WE
7 NORMAL WSEL=-0'6 30.4 INVERT OUT=
TS = _72-./33.0
30/t
10' IWIDE, 10:1
VEGETATED
SHELF
Directly under
Water Surface
3
1F
24"RCP
1 PIPE
EMBANKMENT SECTION POND No.12
WELDED BAR
6"1 24"RCP TRASH RACK
6„ BOLTED IN PLACE
ONE EACH BOX
4
4 £L-34.65
E1=34 5
90 ELBOW DOWN
8"BELOW WSEL EL=3302 4,
N �$
M
4' W5EL=
3BQ Z4
WEIR CUT
2 DIAMETER PIPE
G PVC W/ GRAVEL COVER
J
CL PLAN VIEW
3' WIDE WEIR CUT
rl
24 RCP
INV=30.40 ouarr
INV= INV=3arB PIPF
30. 1 0-.5 -
EL=29,66
Groat 9
SECTION VIEW
OUTLET STRUCTURE DETAILS (POND 12)
NOT TO SCALE
ALL SLOPES m 06
O r+
3:1 MAXIMUM J
Forebay volume
WSEL 20% of required Wo
33'0 30.4 storage, typical -
'�.0. Forebay
oo� Bottom OUTLET
El
/I,
4'min, ev.=23.7 ASOONCPLANS
FOREBAY SECTION DETAIL
NOT TO SCALE
4' WIDE
(n
N
W
F" W
W
N
ao
0
1 0
o
�
C�
�
M
(n
W
Of
Li
W
Li
to
a
o
W
Q
0W
AS -BUILT SUMMARY (1 1-24-08) I
ITEM AS -BUILT
1.
All slopes permanent vegetation
Yes
2,
Normal pool surface area
23,165
sF
3.
Normal pool Surface Elevation
30.4
MSL
4.
Pond depth ( deepest point)
7,6
feet
5,
Bottom e tevat i on ( deepest)
22.8
MSL
6,
❑rifice elevation
30.2
MSL
7,
Weir elevation (State storage)
33.0
MSL
8,
State storage volume
69,295
cf
9,
10' vegetated shelf
Yes
10.
10' access
Yes
11.
Forebay
Yes
12,
Outlet elevation
30.4
MSL
13,
Primary Spillway elevation
34,7
MSL
14.
Emergency Spillway elevation
34.8
MSL
15,
Embankment elevation
35.8
MSL
16.
Side slopes (typical)
3: 1
to 5 1
17.
Orifice size
2"
PVC
MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any rainfall
event and needed repairs made immediately,
2. Sediment Basin to be cleaned out when the level of sediment
reaches 5.6' below water surface. Riser structure to be cleaned
if excess water above design surface no longer drains
properly,
3. Sediment to be removed from pond foreboy when it is
approximately 25% filled or sediment level is within 5.25' of
water surface.
4. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6.11, latest version. See next Sheet,
BRUNSWICK FOREST -
wet detention/retention pond No.12
VOLUME REQUIRED: R=1(P)(Pj)(Rv)/127(A)
SEE PAGES A. 1 and
A, 2, "Controlling Urban Runoff:
Design Calculation
Summary for NCDENR / DWQ :
A Practical Manual
for Planning and Designing Urban BMPs'
(P) = i'
WATER QUALITY CONSIDERATIONS
-
(Pj)= 0.9
Impervious area ca l
cu t at i ons: See Project Data Sheet
(Rv) = 0.05 + 0, 9( 10.
0/20. 0) = 0.50
(A) = 20.0
TOTAL IMPERVIOUS =
10.0 acres
R= C(1)(0,50/127(20.0)
= 0,833 acre-feet
TOTAL AREA DRAINING
TO POND = 20.0 acres
20.0 acres total -
10.0 acres impervious = 10.0 acre green
= 36,cf
REQUIRED STORAGE
66,27575 cf
PROVIDED STORAGE @ ELEV.= 32.5
SA REQUIRED: 10 / 20
= 0. 50, or 50%
DRAWDOWN
Average head from
storage elevation to orifice -
At 6.0' depth, 90%
TSS removal, from chart - SA/DA factor = 2,7
32, 5 - 30, 0 / 2 =
1. 25' 2' PVC dra in to draw -down pond
20. 0 x 0. 01 x 2. 7
= 23,500 sf SA REQUIRED
Orifice equation
Q=CAC2gh)^1/2
At Elev. = 30.0
= 24,000 sf SA PROVIDED
r=4days
copyright n, Hone er Design Se ces, P.A., All Nghts resa md. Reproduction or use of the contents or this document, Or addihans er d[letlaes to this
m dacuant, in Whale or port, Without Witten consent of the Land Surwyar or Engines, is prohibited. Only copies from the miglnof or this dmment.
marked with the original signature and orlyinol seal of the Surveyor or Engineer, shall be considered to be wild and true cables
_ _ _ �/' �� X32i5% - �X iA326�
_ X 35.J5 -\ \
�- XC26 X,269�/�
/
i
36i0 ��
X 43 s �- X3x6J X3530 r
/ i
JF33�� i - x3s� -_ -� X3sa
` X35,49
\\\X.
X 3L25 y19] / / x3593
/i(�L�: B�� •� X35i5G� / � / i(3129 ]I�6 � - _� \ X35� 32.N
30140.3 SQ. FT.
0.69 ACRES
X33>a j �� x29A5�IAI\. ��X35e1si� ,
STATE STORAGE= ({J
69,295 CF ;20
23165.2 MS'
Q. FT. / zl� 9.55
0.53 ACRES52/� �J 309 _ xx �
x J3
2]9�
X Al
/ es 92
/
X
329 /yam / X �
J 3ob]�
Xe9 +
310
365 X3590
/ /� / �� a
, �1 9D X22e I I 1
x30. / / Xz§.4
�I
2 x�z4
113
x�3��x35.J0 � .rrn"`r4 .��"'
32.39
( VVV/ / / % x23.10
/
�(I1 219x]I�
/ / I X359,
II I / ' l
\ I
33i 35 ] I ea X 1 Xz3a9 X
/ XJ
s3], 2],I]' I i ' XIfS 599
/ Asolated %// '; x290 X35,74 I I x2 / I
Wetlands Area %,, W ` 135.,6 Z / ��j] x3593
/ X3391 I /-
�Iti/1_/ � X(�6e
X� X29 J9
134i)] oo x;9.32 X.S� X356s
�`
J260
A -
\X",
�9V X3188
LLL/// / X32.BIX 95
X 5a�j i x 3 5a2 3��0pEN BR�OGE
X2 93 /
"11172� 3513 / / 1 / / //
-X29.46 i
i
313
X�/
X35.0. � / 2531 , / ��313+
j(j a /
/ / X3s.n9 d,N33s3
x 55 / / ,28.13 x�
Xz/
/ X33as Xj 9 X31� 3549 Xs
� _/ �X3X9
�._�36�06 x35� / / X �
i
/ Jn X '86 / X356° xis Ja ;Xns4
I / 3090 / .� x33.32
��M23J5�
/�1 vv �� / Xas.Jl X_34 4
36 zz X3�5 ] 3602 XX/a<6 v X354i5�36 X3336
7X33/%?3.3e
/
I
x 21
x3352 /� / J0.] x29.56 6 / /x]].I12py
6' �(/ 2658 /X 96iU
X3a 1 X /�/ - �xx360�
X ]361 /QJ6 x2961 / \ \\ / , x3fl30 /92.93
2\8.45
X
'Y�l^39Y3 Xi6i06 / it / \
X 33.81 ::all / 1 I I ,✓V x36.64 \ \20.a1 // 3
J:299 / ( 09 x j YaiTn ' /
/ X29.49 2905 /
V
X3a/9 XzS� - / X3ssX9e�a
4
X36ne � � � /
X2658 X25\
.5z } / / / 3]ea % J xv,9 /
x 3Ael I \ / \ / � / / X359 � / I
2 93 iii ]\�1)l I / :��Y X3Z.3]X 32at /
X ]5 I I I C., N / XAR�09
/y,/y�(/__) \,Y[223]I ',..��,'// 3001, llll \\
X ]a.36 1 X36.88 ]62 \ \ 1Ly23.�S/IY` 4]2)BB / / / X3221
X 3a 20 3 ] / / � �,y.,/ /
XX 3a 5] 20l P594 I X30. i^-
\2545 yyyy�� X360n
L-/// x332>
x3
X30 5599 �.
2 8r1240LL_� x2. 3 X30
X
11,
` \
X32°
x29 29] ,X/I l
Y+n / � WET P0ND#1 2
x 629 /
xis 62 /
X
X3.1 \ `\�
X35,7+ 60 x363]
X Ix
DESIGN WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 23,500 sf
Surface Area provided = 24,000 cf @ WSEL 30.0
Storage Volume required = 36,300 cf
Storage Volume provided = 66,275 cf @ WSEL 32.5
AS -BUILT WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 23,500 sf
Surface Area provided = 23,165 cf @ WSEL 30.4 (97% OF DESIGN)
Storage Volume required = 36,300 cf
Storage Volume provided = 69,295 cf @ WSEL 33,0
I
20' 0' 20' 40' 60'
SCALE IN FEET: 1 "= 20'
DENR / DWQ SW8 070213
Pond Asbuilt (Pond 12)
Brunswick Forest
Phase 6-Sections 1 &2 (Residential)
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
CA
°e q
aeZ� SS
SE AL
20007
OWNER: FUNSTON LAND & TIMBER, LLC
1007 EVANGELINE DRIVE
LELAND, NC 28451 910-383-1425
~a a IN`�^°r�m
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS y y
1123 FLORAL PARKWAY rl,}„
WILMINGTON. N.C. 28403
hois � dsilm.com 11�11`J'
L n PHONE: [phone]
dlf
F \All\BForest\as-builts\ponds\Ph6-Pond 12 asbuilt.dwg
Date:
11-24-08
Scale:
1' =20'
Grown:
MJL
checked:
DSH
Project No:
Ph6 Pond 12 osbuilt

Regulated
Wetlands Area
IR3997
Q��
XE1.54 \
/ - ^4/ 1
�K 13 3
/ - OUTLET STRUCTURE POND #11
TOP 34.97
WEIR 34.04 3' long
BOTTOM 30.12
ORIFICE (2") 32.90
INV 24" RCP 32.75
\ ` IN 24" RCP(OUT), 32.48
'��9n 12635.4 SQ. FT.
0.29 ACRE
/ �3131
STATE ST RAGE=
'\ 32 \\j" 15,595
�cP\ WET P0ND#11
15718.2 SO. FT.
r(rNVV(yyy+���•� � � \ 0.36 ACRES 1z1p �j�5
109
h _�' Ih3L5cil --Men
x S.Je
103 �--
3.32
J�3L26i,.3a ' V�
\3508
�I'�6.25119
3595
1 X�8.04 1 16�� h31.39
\ \ \ 5
31AI ' ITS 3..
3333 IJC
sz
'P -RAP /
2,9 19
i
1 V ryrV,� 41 X
10 / /
'i3.ee� 3.36 / Idl1 �
/
1 / x
34.9141
CO 9J�
]n6 3aIrysh67 / / / NOTE: 404 WETLANDS ON SITE AS SHOWN.
mare ]� �C
BRUNSWICK FOREST - wet detention/retention pond No 11
Design Calculation Summary for NCDENR / ➢WQ
WATER QUALITY CONSIDERATIONS -
Irlpervious area calculations: See Project Data Sheet
TOTAL IMPERVIOUS = 3.75 acres
TOTAL AREA DRAINING TO POND = 7.5 acres
7,5 acres total - 3.75 acres Impervious = 3.75 acre green
SA REQUIRED: 3. 75 / 7. 5 = 0. 50, or 50%
At 6, 0' depth, 90% TSS removal, from chart - SA/DA factor = 2, 7
7,5 x 0,01 x 2.7 = 8,800 sf SA REQUIRED
At Etev. = 33.0 = 13,000 sf SA PROVIDED
WELDED REBAR
TRASH GRATES,
GALVANIZED
NOT TO SCALE
WEIR WT
16"I 24"RCP
WELDED BAR
TRASH RACK
3' WIDE WEIR CUT
6„
BOLTED IN PLACE
-
ONE EACH BOX
4
4
EL_J4.97
Elr3fe
4" 4�
90 ELBOW DOWN -Jt04
1�
5
i �
N
B'•BELOW WSEL Ey�y-g a
e
24 RCP
4'
WSEL-
INV-J2.75 anti
WEIR CUT
3JD J29
iNV= INV=JR-O via£
3.0'
77
.. _...
=O i
J2.90 -
`2"DIAMETER
PIPE
PVC W/ GRAVEL COVER
30.12
5J
Grout 9
PLAN
VIEW
N
SECTION VIEW
OUTLET STRUCTURE DETAILS (POND 11)
NOT TO SCALE
ALL SLOPES
3:1 MAXIMUM
WSEL
_332 32.9
o�
10
o'`
Qe
° 4'min.
l^
'J
Foreboy volume
20% of required
storage, typical
Forebay
Bottom
\ Elev.= .245f0
FOREBAY SECTION DETAIL
NOT TO SCALE
VOLUME REQU I RED: R=I ( P) ( P j) ( Rv) / 121 ( A)
SEE PAGES A.1 and A. 2, "Controlling Urban Runoff:
A Practical Manual for Planning and Designing Urban BMPs'
(P)= 1"
(Pj)= 0, 9
( Rv) = O. 05 + 0. 9( 3. 75/7. 5) = 0. 50
(A)= 7. 5
R= C < 1)(0, 50/ 121 (7, 5) = 0.313 acre-feet
13,600 cf REQUIRED STORAGE
14,600 cf PROVIDED STORAGE @ ELEV. = 34.0
DRAWDOWN:
Average head from storage elevation to orifice -
34. 0 - 33. 0 / 2 = 0. 5' 2' PVC drain to draw -dawn pond:
Orifice equation. Q = CA( 2gh)^1/2
T = 2-1/2 days
STATE STORAGE VOLUME
4,609 of 14,015 CIF
EMBANKMENT TOP= 39 36.9
EMERGENCY SPILLWAY EL =
L 36.0
TOP OF BOX = 6l 35.0
10' WIDE, 10:1
VEGETATED
SHELF
Directly under
Water Surface
ma:
W
OO
N
1= U
w
cc)
U
w
N w
w
Nw
M
d3
5
N
w
<
II �
O
r.
O
wZ
N
1 _
n
�
�
II
[If
W ;-
H
H
V
q
Q
w X
24"RCP
W
F--
1 PIPE rn
u24"RCP
EMBANKMENT SECTION POND No.11
i
RIP
$ 1 616
X 35.
88 6
_RAP
0
'�6.37 i ?97 7
x 3548 /
;
AS -BUILT
SUMMARY (1 I-z4-08)
ITEM
AS -BUILT
MAINTENANCE PLAN -
1
All slopes permanent vegetation
Yes
2.
Normal pool surface area
12, 635
sf
1. All measures to be inspected weekly and after any rainfall
3,
Normal pool Surface Elevation
32. 9
MSL
20'
0, 20' 40' 60'
event and needed repairs made immediately.
2.
4.
Pond depth ( deepest point)
7. 7
feet
Sediment Basin to be cleaned out when the level of sediment
reaches 4.5' below water surface. Riser structure to be cleaned
5.
Bottom elevation ( deepest)
25.2
MSL
if excess water above design surface no longer drains
6.
Orifice elevation
32. 9
MSL
SCALE IN FEET 1 "= 20'
properly.
7.
Weir e t evat i on ( State storage)
34, 07
MSL
3. Sediment to be removed from pond foreboy when it is
8.
State storage volume
15,595
cf
approximately 25% filled or sediment level is within 4.5' of
9.
10' vegetated shelf
Yes
water surface.
10.
10' access
Yes
4. All seeded areas shall be fertilized, mulched, and re -seeded
11.
Forebay
Yes
as necessary, occording to specifications provided, to
maintain a suitable vegetative cover.
12.
Out(et elevation
32. 8
MSL
1
Primary Spillway elevation
30
MSL
DESIGN
WATER QUALITY
POND CONSIDERATIONS
-
VEGETATIVE PLAN -
14. 4,
Emergency Spillway elevation
36.6.0
MSL
Surface
Area required =
8,800 sf
1. Permanent vegetation to be established in accordance with
15.
Embankment elevation
36. 9
MSL
Surface
Area provided =
13,000 cf @
WSEL 33, 0
"North Carolina Erosion and Sediment Control Planning and
16.
Side slopes (typical)
3: 1
to 5; 1
Storage
Volume required
= 13,600 cf
Design Manual", Section 6.11, latest version. See next Sheet.
17,
Orifice size
2"
PVC
Storage
Volume provided
= 14,600 cf
@ WSEL 34.0
AS -BUILT WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 8,800 sf
Surface Area provided = 12,635 cf @ WSEL 32,9 (97% OF DES;GN)
Storage Volume required = 13,600 cf
Storage Volume provided = 15,595 cf @ WSEL 34.0
Cap,,Vht O, Hanover Oeeir SerM.., P.A., NI rights reserved. Rapraduclko ar ✓se of the tents of MI. document, w oddbans or ddellads to this
document, in whole or part, without written consent of the Land Suruator ar Engineer, is Prohibited OVY copies from 0. artgind of Nis docament,
marked with the arigind signature and arioal seatofthe Surefar or Engineer, shill be ca,kdered to be v & and true copies.
DENR I DWQ SW8 070213
ljtxS�6' CAI o o"Z 13
Pond Asbuilt (Pond 11)
Brunswick Forest
Phase 6-Sections 1 &2 (Residential)
LOCATED IN TOWN OF LELAND BRUNSW'ICK COUNTY, NORTH CAROLINA
OWNER: FUNSTON LAND & TIMBER, LLC
1007 EVANGELINE DRIVE
LELAND, NC 28451 910-383-1425
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, EN61NEERS & LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
Dote:
11-24-08
Scale:
1 "=20'
Drawn:
MJL
Checked:
DSH
Project No:
Ph6-Pond it osbuili
Sheet No:
1
1
Of:
F.
11 osbuilt.

Brunswick Forest
Phase 6-Sections 1 2 Resirden tia/
Erosion & Sediment Control
and Water Quality Plan
LOCATED /N THE TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROL/NA
DATE: NOVEMBER 2006
SCALE: ! = 200'
OWNER / DEVELOPER:
Funston Land & Timber, LLC
1018 E. Grandiflora Drive
Leland, NC
910-383-1425
LIMITS OF DISTURBANCE
1,416,324 sf, 32.51 Acres
SEE PREVIOUSLY PERMITTED
PROJECTS
DWQ# SW8 031211
DWQ# SW8 060901
DLQ# BRUNS-2004-281
DLQ# BRUNS-2004-326
DLQ# BRUNS-2007-016
DLQ# BRUNS-2007-210
PLANNED EROSION AND SEDIMENT CONTROL PRACTICES -
1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
CE Practice 6.06
Shall be installed at the entrances of the proposed
project in and from Low Country Boulewxd as show. Drainage
is away from the road and sedimentation will be controlled
with downstream practices. During wet weather It may be
necessary to wash truck tires at these locations.
2. LAND GRADING
Practice 6.02
Grading should be limited to areas as shown on the Plane.
Cut and RII slopes shall be 3:1 or flatter except where
specifically indicated. Care sholl be taken during land
grading activities not to damage existing treas that are
not required to be removed.
3. SEDIMENT FENCE
O Practice 6.62
$F Sediment fencing should be Installed as show an the Plen,
first, to delineate and protect low areas, and around any
X-X-X temporary stockpile areas as necessary to prevent any graded
Interior areas from eroding onto adjocwt lands or roadway, or
into Inlets.
4. OUTLET STABILIZATION
OP Practice 6.41
Ripmp aprons will be located at the downstream end of
WI discharge pipes to prevent scour.
5. CONSTRUCTION ROAD STABILIZATION
Practice 6.80
Upon reaching find grade and ofter utilities have been
installed, roadways and parking areas are to be stabilized by
placing sub-bose course of approved 8' ABC stone, as shown in
the typical cross-section detail on the Plan, to reduce
erosion and dint during the remainder of building construction.
6. SEDIMENT BASIN
SB Practice 6.61
The Sediment Basin 'am to be constructed (see
CanstrucHon Schedule) as the primary Practice to prevent
sediment from leaving the site. Detailed design and spillway
configurations are specified In the details as show an this
Plan and the Narrative. The PVC outlet is to be blocked during
sedimentation function (or not installed) until entire
watershed Is permanently stabilized and pond is converted to
permanent stomwter management detention / retention
function. The Contractor may choose to Install the orifoce
during sedimentation function. ONLY if he screens the and
and protects the inlet with #57 stone.
7. TEMPORARY DIVERSION DITCH / BERM:
TD Practice 6.20
Diversion channel is to be installed as show on the
Pion to receive runoff from disturbed areas and divert it to
the Sediment Basin as show.
& PERMANENT STREAM CROSSING
P$C Practice 6.71
Permanent Stream Crossing bottomless box culvert sections
are to be constructed and sized by others, to convey stormwater
from upstream. undisturbed seas in the existing well-
defined channel, to existing outfalls.
Care should be taken to construct the culverts as quickly as
possible, during dry weather, and stabilize vegetatively or
with rip-rop If necessary as rapidly as Is feasible.
9. INLET PROTECTION O
Proctlee 6.51
IP Stow swear inlet barriers of hardware cloth and gravel inlet
protection are to be eautrusted to help prevent. wedinlwt fran
enter" the atom sewer system. Afar permanent stabilization
of the entire contributing watershed area, the stow sewer
system is to be flushed to remove accumulated sediment and
"sure design flow.
D IRON IN EXIST. CONC. MON.
EXIS77NG SANITARY
SEWER & MANHOLE
-------- EXISTING WATERLINE
E.I.P. = EXISTING IRON PIPE
E.I.R. = EXIS77NO IRON REBAR
E.C.M. - EXIS77NG CONCRETE MONUMENT
I.S. = IRON SET
W/V w WATER VALVE
W/M w WATER METER
F/H = FIRE HYDRANT
P/P - POWER POLE
C.P. - COMPUTED POINT
+49.0 INDICATES SPOT ELEVATION
200' 0' 200' 400'
SCALE IN FEET.• 1 n= 200'
2
REVISED PER DEVELOPER
2/9/07
1
REVISED PER DEVELOPER
12/28/06
REV. NO.
REVISIONS
DATE
SEE PREVIOUSLY PERMITTED
BRIDGE CROSSING
\ BY OTHERS
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS, SEE
ACTION ID: 200101122. SIGNED 9-10-01.
AND REAPPLIED FOR ON 9-18-06 BY
THE LAND MANAGEMENT GROUP, INC.
LIMITS OF
PROJECT
,Y PERMITTED
BRUNS-2004-326
NUIL WILL:
1. All storm water runoff from built upon areas
(Ce. impervious surfaces & roof drainage) to be
directed to the storm sewer collection system
(i.e. storm inlets or ponds) by swale%, overland Row,
additional groding, or landscaping inlets.
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
DELTA ANGLE
61
734,00
5.69
5
5.69 Oa5434
W
Oa2640
C2
516.00
1aFos'
185.08
Tow 58
E
2a3943
C3
91e.0a
11.79
n.79
s 273102
E
01'1835
C4
1.88
14.41
.88
1227
I3'S544
3�17
F36.32
S 2735152
E
61325
ce
1234.00
52r.14 01E
709 06
C7
1234.00m
2.22'
2.22"
'22E
0 O6'12
ce
347,00
87.83
67.72
5 05'0119
E
11'1138
LIE
BEARING
I
DISTANCE
-
-
l
Ll
S 01'0754 W
1.78
L2
S 21746 56 E
5.43
L3
S 2114658 E
1 85.12
L4
S 20`46'58 E
9.24
IS
S 20'51 44 E
159.44
L6
S 20`51'44 E
45.29
L7
S 271019 E
251.02
LB
S 7a0540 W
29.38
L9
S 19'5420 E
117.46
Ll0
N 73'3451 E
31.48.
L11
S 1525'09 E
101.82
Lit
S 373B 34 E
187.90
713
S 53'04'18 W
107.04
L14
S 45'09'24 W
250.99
LIS
S SC3016 W
117.94
Lib
S 771614 W
152.05
L17
S 8736'07 W
456.43
718
N 5759'11 IN
254.46
L19
N 09'09'04 W
135.75
L20
N 75.42 42 W
150.11
01
N 69'3243 W
45.16
L22
S 59'2041 W
230.30
L23
S IW3045 E
113.32
724
S 71'0044 W
182.38
L25
N 17'3332 W
117.75
L26
S 3734 50 W
128.78
L27
S 73'1439 W
102.93
L28
N 71'07 24 W
154.96
L29
N 50-3843 W
96.27
L30
5 0706'36 W
326.70
731
S 3641 40 W
370.46
132
N 31'2619 W
512.23
L33
N 31'26'19 W
359.04
L34
N 55'08 47 E
412.90
L35
N 5'a229 E
160.47
L36
N 8T05 04 E1
73.89
L37
N 01*09 04
47.59
L38
N 16'22 48 E
1 69.17'
L39
N 55'25 D4 E
1 73.17
L40
N 88'22 20 E1
119.31
L41
N 38'17 19 E
103.91
L42
N 19'41 33 E
53.49
L43
N 58'38'15 E
41.60
L44
N 7S 10 51 E
192.65
L45
N 1W I9 00 E
59.96
L46
N 6V4826 E
101.58
L47
N 58'22 50 E
105.23
L48
N 88'40 28 11
99.88
L49
N 25'202a E
204,13
L50
N GV2323 W
79.45
L51
N 48'4913 W
107.45
L52
N 8T09 47 W
2833
L53
W 28'34 22 W
77.95
L54
N 1 T50 28 E
- 80.05
L55
N 50*52 11 E
65.81
L56
N 46'0T56 E
271.12
757
-C 18'1645 W
99.26
LSB
N 05'5918 W
253.96
L59
N 78'4049 E
894.DO
SEE HANOVER DESIGN SERVICES, P.A.
CONSTRUCTION DRAWINGS FOR BRUNSWICK FOREST PHASE 6-
SECTIONS 1 & 2 (RESIDENTIAL) FOR ADDITIONAL INFORMATION.
CONSTRUCTION SCHEDULE SUMMARY:
STEP 1-Installation of Construction Entrances, Sediment Fence,
Sediment Basins, Temporary Diversions, and rough grading of
roadways.
See Construction Schedule on Sheet 5 for additional information.
(Once Step 1 measures are completed and stabilized Contractor
may proceed to Step 2.)
STEP 2-Single Family lot areas to be cleared, graded, and stabilized.
(Once Step 2 measures are completed and stabilized Contractor
may proceed to Step 3.)
STEP 3-Townhome areas to be cleared, graded, and stabilized.
*"*Disturbed Areas not to exceed 20 Acres***
FLOW FROM SITE
1
Vegetate immediately
DETAIL TEMPORARY DIVERS)ON
Practice 6.20
Runoff Flow Direction O
TD
TEMPORARY DIVERSION PLAN SYMBOL
STANDARD NOTES.,
1, Information concerning underground utilities was obtained from
available records. It shall be the responsibility of the
Contractor to determine the exact elevations and locations
of a// existing utilities at all crossings prior to
commencing any excavation. If actual clearances are less
than Indicated on Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that would necessitate
a modification of these plans shall be brought to the attention
of the Design Engineer before proceeding with construction.
2. NO CONSTRUCTION /S TO BEGIN BEFORE LOCA77ON OF EXIS77NG
UTILITIES HAS BEEN DETERMINED. CALL INC ONE -CALL" AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION.
3. All trees which are not required to be cleared for
constuction shall be preserved wherever possible unless
otherwise directed
4. The Contractor Is responsible for controlling dust and erosion
during construction at his expense. Graded areas shall be
watered to control dust when ordered by the Engineer.
5. No geotechnica/ testing has been performed an 'site. No
warranty is made for suitability of subgrode, and undercut and
any required replacement with suitable material shall be the
responsibility of the contractor.
6, Contractor is responsible for obtaining all required permits.
7. This plan is for land disturbing activities and erosion control only.
r GENERAL NOTES:
1. This map is not for conveyance, recordation, or soles.
2. This property is not located within a special flood
hazard area according to Flood Insurance Rate Map Community
Panel /37202196-00J, effective date June 2, 2006.
3. Topographic data furnished by Carolina Resource Mapping, Inc.
and not field verified. Additional topo from HDS, January 2005.
4. This property is zoned Town of Leland PUD.
MORE GENERAL NOTES:
i. ALL CONSTRUCTION TO CONFORM TO TOWN OF LELAND STANDARDS
AND APPLICABLE STATE & LOCAL CODES.
2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WiTH APPLICABLE AUTHORITIES.
3. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
4. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO RECEIVING STRUCTURES.
INDEX TO DRAWINGS
SHEET No.
DESCRIP77ON
DRAWING No.
1 OF 5
COVER SHEET and GENERAL NOTES
ECP-P6S1RCov-1.
2 OF 5
EROSION CONTROL MEASURES, SEDIMENT BASINS, & DETAILS
ECP-P6S12R-2
3 OF 5
EROSION CONTROL MEASURES, SEDIMENT BASINS, & DETAILS
ECP-P6S1217-3
4 OF 5
POND DETAILS
ECP-P6S12R-4
5 OF 5
EROSION CONTROL NOTES & DETAILS
ECP-P6S12R-5
BENCHMARK LOCATIONS AND ELEVATIONS
LOCATION:
ELEVATION
1
REBAR FLUSH WITH GROUND AT INTERSECTION
OF U.S.HWY 17 AND BRUNSWICK FOREST PARKWAY.
30.91
LEGEND
SF
-X- SILT FENCE
(TYPICAL)
inses LIMITS OF DISTURBANCE t
OP
OUTLET PROIEC71ON (TYPICAL)
PSC
PERMANENT STREAM CROSSING
OC�
CONSTRUCTION ENTRANCE a0000°
(TYPICAL)
TD T TEMPORARY DIVERSION
WETLANDS
NOTE:SEE SHEET 4 FOR CONSTRUCTION DETAILS
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
NOTE WELL:
All sediment fence should be insto/led and maintained as shown
per the existing DLQ Permit d BRUNS-2007-210
Cover Sheet and General Notes
Brunswick Forest
Phase 6=Sections 1 &2 (Residential)
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
11-16-06
i "- 200'
Draw:
DISH
Pro)ect No:
EDP-P6512RCov-1
,•s
Crplrigr,t O. wwew Deerp, senkw. PA. " Nib rwarww RePea,rtbn ar wen of IM aw fwft` Of fhb 4eaewwA ar eewrk e ar 4Wlbne b fhb
4«vnw,4 b Mole ar Part w%wwl w fw eenow er eve Le+I swwyar ar &"W,, b Pwblw awy qIA a Man e,e W*w of a* d Mil,
mweW wllw a,w w� eprwaww w10 wI➢s,w end N tlw Sw+eyx > G,pY,eer, eMr M R„Ilelrew b M ,wIM one bH ee/lre
F:\AII\BForest\MASTER DRAWINGS\res6\Erosion Control Plans\ECP-Residential-ph6sl-2,dwg Layout (ECP-P6512RCov-1)

D
Brunswick Forest
Phase 6-Sections 1 2 (Residential)
Erosion & Sediment Control
and Water Quality Plan
LOCATED IN THE TOWN OF LELAND /
BRUNSW/CK COUNTY, NORTH CAROLINA
DATE; NOVEMBER 2006 /
SCALE: 11 M 100F /
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grandiflora Drive
Lelalllid, NC 28451
910-383-1425 /
or NOTE WELL, /
ANY AREAS ON -SITE WITHOUT ACTIVITY IN A 21 CALENDAR DAY PERIOD /
SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS,
ANY SLOPES TO BE STABILIZED AFTER 21 CALENDAR DAYS. /
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REWIRED BY TOWN OF LELAND,
THIS SHEET DOES NOT PURPORT TO SHOW ALL REWIRED CONSTRUCTION DETAILS, BUT
RATHER CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
COUNTY
SERVES AS A GUIDE THE
Ntt AN TA CONSTRUCTION STANDARDS CW D STATE CODES AND
No has been erformed an after No mwrmt geotefor wi testhg p y
is mode far witaDgRy of sWgrods, one undercut and my requAW /
replaeament with witable matxid Shoff be the responslbNey
of fhe conNecta:
NOTE:
THIS PLAN TO BE UTILIZED AND /
REVIEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE, /
WM1CH IS AN INTEGRAL PART OF
774lS EROSION AND SEDIMENT
CONTROL PLAN. /
/
/
/ NOTE WELL: %
OPEN CUT UTILITY CROSSING
NOT ALLOWED AT BLUE LINE STREAMS,
/ WITHOUT ARMY CORPS OF ENGINEERS PERMIT.
CONTRACTOR TO USE SUITABLE NO IMPACT
/ BORE METHODS OR OBTAIN PERMIT.
CONTRACTOR RESPONSIBLE
FOR COORDINATING BRIDGE
DESIGN WITH SUITABLE
/ CONSULTANTS AND
MANUFACTURERS.
BRIDGE CROSSI
BY OTHERS
-4D _ _ -
�\ --SEA PREVIOUSLY PER
PROJECTS
Sf
7.0
LIMITP OF
DISTURIBANC
0 f'
SEE PREVIOUSLY
PROJECTS
DWQ# SW8 060901
iL
P,
-r
0 �- ��elli'erY
1
to • /� ' �,r ® IV � ,�
e
l:
IF I
41
NOTE: J 404 �FRANDS ON SITE AS SHOWN.
1
i
1
I
i
1
1
1
I
1
/
/
N
D
SF � I
Q
(PIQAL)
It
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 200101122, SIGNED 9-10-01.
AND REAPPLIED FOR ON 9-18-06 BY
THE LAND MANAGEMENT GRQUP, INC.
GENERAL NOTES:
1. This map is not for conveyance, recordation, or sales.
2. This property is not located within a special flood
hazard area according to Flood Insurance Rate Map Community
Panel 137202196-00J, effective date June 2, 2006.
3. Topographic data furnished by Carolina Resource Mapping, Inc.
and not field verified. Additional topo from HDS, January 2005.
4. This property is zoned Town of Leland PUD.
a
PARK E ;
Y /
I
2
REVISED PER DEVELOPER
2/9/07
1
REVISED PER DEVELOPER
1,2/28/06
REV, NO.
REVISIONS
DATE
C*ylyht a Nw,o-r De yT S'nMR PA. At d0te row" Repe kn or ,A= of Me emtnte .f V* dx, wt, o oedfhv er eW 11.ne to'Mb
eocue t h .bolo or poM .NAeut emten an -At M the L d 9w.Wyw or 6,pbw, • p MbRe1 Soy coon Awn Me alpha' of. MI, doei 4
aTweed MM Me arlphd SlInahre ne adoW eeod of Me Sww) r or &V*h , ehae be aoaoVwee to be wAU and bee oylu
LEGEND
SF
-X- slLr FENCE
Eh =EXISTING /RtW'
(TYPICAL)
LS - IRON SET
EC.M. - EXISRNO CONCRETE MONUMENT
LIMITS OF DISTURBANCE
R/W - RIGHT -OF -NAY
PIP - POWER POLE
-
N L/P - L1014T POLE
OP
OUTLET PROTECTION (TYPICAL)
I3----STORM DRAINAGE STRUCTURE'
.
GRATE INLET
SC
PERMANENT STREAM CROSSING
L__O - EXIST. SANITARY SEWER MANHOLE
-
may_, EXIST. WATERLINE At F/H ASSEMBLY
TD
T TEMPORARY DIVERSION (TYPICAL)
SST, DRAINAGE PPE
0.-. EOST. GAS LINE
OAt DRAINAGE FLOW
CE
CONSTRUCTION ENTRANCE. aaaoo�j ,
+49.0 INDICATES SPOT ELEVATION
(TYPICAL)
<49.0> INDICATES SPOT ELEVATION
LOCALIZED HIGH POINT
WETLANDS:
(+) INDICATES ELEV. LOCATION
FLOW DIRECTION
NOTE: SEE SHEET 4 FOR CONSTRUCTION DETAILS.
I0
Iw
STATE STORAGE VOLUME
$
=
- 14,500 cf
22
w
�I
��
Z~
FIB
EMBANKMENT TOP- 37.0
DABANDENT
Y;
I X'
10D-YEAR WSEL- 3&0 EMEROENCY SPILLWAY EL - 36.0 B
0.
H O
I L'
W I�
1 _ _ -
TOP OF BOX - 35.0
R N w
W Iw P:
STATE STORAGE ELEVATION - 34.0
HEIR CUTS = 34.0
I
4I w X
13
24-RCP 98 LF
43
2v
NTTR/.1 0 INVERT
7- 3.
t PWE
1� 11 LF
10' WIDE. 10a
4 24-RCP
O
VEGETATED
SHELF �S
O
W
to B
OVect y under
S
Sao Dotal
.
water Swr«.
sn«L
s
o.= 32.0 to 330
A•ae° Vegetatbn Zane
-
.......... ...........iiriiBOTTOM EL- 27.0
.
O NREXCA IEDMAFYOR�E
EMBANKMENT SECTION POND No.11
SEDIMENT STORAGE
EUM..
AREA
VOL STORAGE STORACE .
(it)
(sf)
(cf)
(cf)
(ac-PV
33.0
13,000
-
-
-
34. 0
16,200
14,600
14,600
0.34
35, 0
19,500
17. e50
3e, 450
0.74
36.0
23, 200
21,350
53,800
1.24
37.0
27,500
25,330
79,150
1.82
STATE STORAGE at EL-340 1'48W 0.34
NOTE:SEE SHEETS 4 8t 5 FOR
` '\+.' ADDITIONAL DETAILS AND
SPECIFICATIONS.
l � •J
a
AOUA no WDEMWN ZONE.•
FROM a- 32.0 TO a.- Uo
SMTAeLE SPECIES FOR PLANTMa M
VAS ZONE ARE AS 1`0110WR
SAOTTARIA tAWMA.(00MAC1 A
SAGITFVbA LANEeaaA fMCK M
SAURMRUS CVMWS alZAROTAL)
- Pf17ANORA vlMMaaacA (ARROW M
IS ONE Lw AM1. err ME b1/TE %EnI
6 UNAWN 00S, APPRO THE TIER
fimm 110N apA SMI ro ME WAS]
aEcaN wr a sessnTUTta
SEDIMENTATION POND CONSIDERATIONS -
Storage racpired - 7.5 X 1900 - 13, 500 cf
Storogr prov tdrd - 21,550 cf .
FOREBAY CALCULATION:
Forebey, Va1Vee a 6,950 cf
90% Votuee of Storage - 34,900 X . 2 - 6,9 B0 cf
- xo7E. 4a IrMANDS ON sTE As SHOW
6'min. 12'min. SEE PLAN
ALL SLOPES
3:1 MAXIMUM = N FES
Foreboy volume
WSEL 20% of required I';PNT OUTLET
-33.0 _storage, typical n PIPE
1.0' - - Forebay
,00�� Bottom OUTLET
et0 4'm in. Elev.= 27.0 PROTECTION
AS ON PUNS
$ T
FOREBAY SECT/ON DETAIL
�. NOT TO SCALE ,
WELDED REBAR
TRASH GRATES, • •...4�............ ..� .... .
GALVANIZED
.
4' 4
4 aT 3,
MOT TO INTALE
CENTERED OVER
WEN CUT
'RETOLD BAR
1R,154 RACK 3' WIDE WEIR CUT
B:0WD0AN
N PULE
OBOX
ss o - 4
go ELB`
8*ML fL-3-.0 4=.5 7f7MP
0II- Mta NV-3S0 rc�
33.D
`1'OIALerm POE -
PVC W/ OMN'L aoN1T
AND SLPPORT 3F NOES to
•w
/-NfAeA,eb 30M S, auNl
or epMMMt
YN.
SEC77ON VIEW
OS OUTLET STRUCTURE DETAILS (POND 11)
NOT TO SME
-- APPROVED
100' o' 100' 200' NORTH CAROLINA ENVIRUN v"rNTAL
MANAGEMENT "OMVISSION
SCALE 1-- 100' DIVISION OFWA1FFtQUAL17,Y
Erosion & Sediment Control and Water Quality Plan
Brunswick Forest
Phase 6mSections 1 &2 (Residential)
LOCATED IN TOWN OF LELAND BRUNSWiCK COUNTY, NORTH CAROLINA
SE'AL '
/ 2000co
/ att
2-(Z 0-7
dhollis o hdsilm.cam
F:\AIL\BForest\MASTER DRAWII
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grandiflora Drive
Leland, NC 910-383-1425
HANOVER DESIGN SERVICES, P.A. Shoat No:
LAND SURVEYORS, ENGINEERS & LAND PLANNERS ((( 2
1123 FLORAL PARKWAY I -
WILMINCTON, N.C. 28403
PHONE: (910) 343-e002
i or
�l
res6\Erosion Control Plans\ECP-Residential-ph6si' .dwg Layout (ECP-P6S12R-2)

7
Phase
6-Sect
Erosion & Sediment Control
and Water Quality Plan
LOCATED /N THE TOWN OF LELAND
BRUNSWICK COUNTY, NORTH CAROLINA
DATE: NOVEMBER 2006
SCALE: 1 11000
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grandiflora Drive
Leland, NC 28451
910.3934426
SEE PREVIOUSLY PERMITTED
PROJECTS
DLQ# BRUNS-2004-326
GENERAL NOTES.-
1. This map is not for conveyance, recordation, or sales.
2. This property is not located within a special flood
hazard area according to Flood Insurance Rate Mop Community
Panel IJ37202196-00J, effective date June Z 2006.
3. Topographic data furnished by Carolina Resource Mapping, Inc.
and not field verified. Additional topo from HDS, January 2005.
4. This property is zoned Town of Leland PUD.
100' 0' 100' 200'
SCALE 1"= 100'
2
REVISED PER DEVELOPER
2/9/07
1
REVISED PER DEVELOPER
12/28/06
REV. NO.
REVISIONS
DATE
drppVt 4 Ib,aed Onto SWWM PA. M dghb rpe,nd Raprad,ctbn V . Of Mee Wit Of Me deewmnL Of ed&U-- Of adarb,- le Mfe
deomenL b � � ov Of"done o Of t ra LSwwrir Or Ennphw:m M conalOcaawd is ee wa ew IM, oaapim or alb aocunmt.
l
F:\AII\BForest\MASTER DRAWINGS\res6\Erosion Control Plans\ECP-Residential-ph6sl-2.dwg Layout (ECP-P6S12R-3)
Brunswick Forest
onsl &2(Resi.irden fia/)
LEGEND
E.I. - EXISTING IRON
I.S - IRON SET
E.C.M. - EXISTING CONCRETE MONUMENT
RIW - RIGHT-OF-WAY
P/P - POWER POLE
Tt LIP - LIGHT POLE
a ...STORM DRAINAGE STRUCTURE
...r EI GRATE INLET
f 0 EXIST. SANITARY SEWER MANHOLE
EXIST. WATERLINE k f/H ASSEMBLY
1 N EXIST. DRAINAGE PIPE
EXIST. GAS UNE
Sr, DRAINAGE FLOW
+49.0 INDICATES SPOT ELEVATION
<49.0> INDICATES SPOT ELEVATION
LOCALIZED HIGH POINT
(+) INDICATES ELEV. LOCATION
FLOW DIRECTION
SILT FENCE
(TYPICAL)
LIMITS OF DISTURBANCE
OP OUTLET PROTECTION (TYPICAL)
SC PERMANENT STREAM CROSSING
TD T TEMPORARY DIVERSION (TYPICAL)
CE CONSTRUCTION ENTRANCE qo°o°D
(TYPICAL)
WETLANDS
NOTE: SEE SHEET 4.FOR CONSTRUCTION DETAILS
i
NOTE:SEE SHEETS 4 8l 5 FOR
ADDITIONAL DETAILS AND
SPECIFICATIONS.
mm Rena
5'GGiu
Gr
EL-JEJ "
i
s
ssel.
xia a r- nw Nw.
Jao
P1cre' /�MvL11EG m R
Afe pRfQPr..Q'f Aa$4
a- xo
W
i-7�nf�tY pll S.
- gAw.t
SECTION VT£W
OS OUTLET STRUCTURE DETAILS (POND 12)
NOT TO SCALE
awn
NOTE WELL:
EROSION CONTROL DETAILS AND SPECIFICATIONS ARE AS PER THE "EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" OF THE STATE OF
NORTH CAROLINA, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
LATEST EDITION. PRAC77CE NUMBERS REFER TO THIS MANUAL
NOTE WELL,
ANY AREAS ON -SITE WITHOUT ACTIVITY IN A 21 CALENDAR DAY PERIOD
SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS.
ANY SLOPES TO BE STABILIZED AFTER 21 CALENDAR DAYS,
DETAILS SHOWN .ARE TYPICAL OF INSTALLATIONS REWIRED BY TOWN OF LELAND.
THIS SHEET DOES NOT PURPORT TO SHOW ALLREQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE, THE CONTRACTOR 15 RESPONSIBLE FOR ADHERING TO ALL
COUNTY AND STATE CODES AND CONSTRUCTION STANDARDS.
No gsoteohnied testing hoe Deal per/ormed an *It*. No wdronty
Is mode for nultdb011y of subgrode, and undercut and any required
replacement whh wltabls motedal shall be Me responsibRlty
o/ lha confroctar
NOTE:
THIS PLAN TO BE UTILIZED AND
REVIEWED ONLY IN CONJUNCTION .
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF
THIS EROSION AND SEDIMENT
CONTROL PLAN,
12'min,
SEE PLAN
Fwebay vdume
20X of required
w to
FES
OUTLET
- storage, typkd
of
PIPE
Forebay
Bottom
OUiIEt
4'Min. Elev.- 24.0 PROTECTION
AS ON PUNS
T
FOREBAY SECTION DETAIL
NOT TO SCALE
SEE PREVIOUSLY PERMITTED
PROJECTS'
DWQ# SW8 060901
DLQ# BRUNS-2007-016'
NOTE: 404 WETLANDS ON SITE AS SHOWN.
z6VE: .
L- Ja0
R PLAN7NO N
aloes
WAD)
CES
IROINA
ELEV. AREA VOL. STORAGE STORAGE
(Ft) (Sf) (cf.) (cf)
(at-ft)
g
31. 0 26,200 25,100 25,100
a S832.0
2813M 27,250 52,350
1.20
32.3 29,500 13,925 5G".ZZII
1.52
�q
-tic
0 30, 700 15, 05D 01,325
1.87
;iJ
O
03
Z3
34.0 33,100-31,900 113,225
2.60
0Z
35.0 35,600 34, 35D 147,573
3.39
�
36.0 38, D00 36, OW184. 375
4.23
Z
L Z
® L1,7
U
F-
STATE STORAGE at EL-J23 64275
1.52
J
a O
t13
Li
SEDIMENTATION POND CONSIDERATIONS -
W�
LU
Storage required = 20.0 X 1800 36, 000 cf
Im
CD
Storage provided - 82,075 cf
Z (d)
FOREBAY CALCULATION:
<C'
Forebay Voluee-15,800 cf
p
20% Vo luwe of Storage - 90, 450 X .2 - 16,000 cf
C
Z
Mom 404 NrRAWS Or 97E AS SHOW
Erosion de Sediment Control and Water Quality Plan
Brunswick Forest
Phase 6-Sections 1 &2 (Residential)
LOCATED IN TOWN OF LELAND BRUNSWICK COUNTY, NORTH CAROLINA
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Gronditlora Drive
Leland, NC 910-383-7425
Date:
11-16-06'
Scale:
1"-- 100,
Drown;
DB3
Checked:
DSH
Project No:
ECP-P6S12R-3

s
10'Ve9et0tl11k Shell
e
Is
W
_ -
�y
/ AQUATIC VEGETATION ZONE: - )
FROM EL= 32.0 TO EL=
T3. .a -
j SUITABLE SPECIES FOR PLAN71NO IN 4O DRAINAGE
PHS ZONE ARE AS FOLLOWS EASEMENT
/ - SAGITTARIA LA77FOLIA (COMMON ARROW14EAD)
J ' _ - SAGITTARU LANCIFOUA (DUCK POTATO)
- swiwus cERNUus (uzARDrx) I LLWAY LENGTH = 4
n - PEL TANDRA VIRGYNICA (ARROW ARUM) \ /�
IF DIVE OR MORE OF THE SUGGESTED SPECIES Y V
A IS UNAVAILABLE, APPROPRIATE WETLANDS SPI Y , EL= 35.0
p VEGETATION COMMON.TO 774E COASTAL CAROUNA \
REGION MAY BE SUBSTITUTED.
OP ANK= 36.0 ,•
NOTE: DELINEATED 404 WETLANDS LINE
HAS BEEN APPROVED BY THE US
ARMY CORPS OF ENGINEERS. SEE �\�\
i ACTION ID: 200101122, SIGNED 9-10-01, r;
AND REAPPLIED FOR ON 9-18-06 BY\`.'
THE LAND MANAGEMENT GROUP, INC.
ro
j' Q 13
r
132'
' %' --'--� G A PORTABLE PUMP
f y\Q .? TO BE USED TO p�
itDRAIN POND IN AN
❑ �� Q EMERGENCY.
'- ISO ted : (D
LS � >
et nds e °
m
'^
1i
OS
40' DRAINA_.E%
EASEIvE T j
A PORTABLE PUMP % �� //fwA77C V IARON ZONE: / !�
TO BE USED TO ! / % FROM EL- D To EL- /
DRAIN POND IN AN / ! / SUITABLE SPECES F PLANTING IN
�% Dil$ ZONE ARE AS'FOLLOWS: /
EMERGENCY, saarrARrAyanfaua (caWMarl ARRowHEAD) /
- SAURURUS CERNUFUSSI(LIZARDT IL)
PAJAND$A NRGINICA (ARROW ARUM) i
LF,ONE OR MORE OF THE SUME57ED SPECIES
to fl !" % ; iS UNAVAILABLE, APPROPRIATE WETLANDS
VEGETATION COMMON TO THE COASTAL CAROLINA
REGIONMAV BE SUBSTITUTED.
EM.SPILLWAY LENGTH= 50'
SPILLWAY EL= 36.0
TOP OF BANK= 37.0
NOTE: DELINEATED 4D4 WETLANDS LINE
HAS BEEN APPROVED BY THE US /
/ ARMY CORPS OF ENGINEERS. SEE
ACTION ID: 200101122. SIGNED 9-10-01.
AND REAPPLIED FOR ON UP,
INC.
BY
THE LAND MANAGEMENT GROUP,
/
NOTE: 404 WETLANDS ON SITE AS SHOW.
BRUNSWICI( FOREST- Vet detention/retention pond Na 11 VOLUME REQUIRED R-I(P)(PJ)(RV)/t21(A)
20' O' 20' 40' 60' PEAK DISCHARGE SUMMARY - AodltitmeI Calculation Summary for NCDENR / DVO 1 SEE PAGES A. t and A2, 'Controlling Urban Runoff.
Q(l0) pre -developed = 10.4 cfs A Practical Wonual for Plane imp and Designing Urban BNPs'
Q(50) pre -developed = 15.4 cfs WATER QUALITY, CONSIDERAt IONS - (P)- 1'
Q(100) pre -developed = 18 cfs - tPj)- 0.9
SCALE IN FEET. 1 == 2D' Q( 10) post -developed = 9. 7 cfs 2 W1EL = 35. 3 Impervious area calculations. See Project Data Sheet (Rv)= 0.05 + 0 9(3 75/7.5) = 0.50
0(50) post -developed = 14.6 cfs B VSEL = 35.9 (A)= 7.5
TOTAL IMPERVIOUS - 3. 75 acres
Q(IOD)post-developed = 17. 5 ifs E VSEL = 36. 0 R- I41)(0.50/12](7.5) - 0.313 acre-feet
TOTAL AREA DRAINING TO POND = 7:5 acres - 13,600 cf REWIRED STORAGE
ELEV. AREA VOL. STORAGE STORAGE STATE WATER QUALITY POND CONSIDERATIONS - 7,5 acres total - 3.75 acres Impervious = 3 75 acre green 14,600 cf PROVIDED STORAGE It ELEV,- 34.0
(f t) C sf) C Cf) C Cf) (aC-f t) Surface Area requ i red = 8,800 SF _
Surface Area provided = 13, 000 cf Q VSEL 33.0 SA REQUIRED 3.75 / 7.5 - 0. 50,. or 5UX. _ DRAWDOVN
33, 0 13,000 - - - Storage Volume required = 13,600 cf
600 4 0. 34 Storage Volume provided = 14,600 cf E WSEL 34. 0 At 6.0' depth, 90•A TSS removal, from chart - SA/DA factor - 2.7 34. 0Average head from storage elevation to orifice -
34. 0 16,200 14, 1 . 600 Storage Volume Drawdown Time = 2-112 days p Orifice
- 3equ3. 0 / 2 - 0.5' A( PVC drain to draw -dam pmd
35.0 19,500 17,850 32,450 0.74 9 7:s x 0.01 x 0 = e13,0 sF SA REQUIRED OriF -1 equation 0 - CA(2gFu^1/2
36.0 23,200 21,350 53, 800 1.24 SEDIMENTATION POND CONSIDERATIONS - At Elev. 33 0 13, 000 sf SA PROVIDED T - 2-I/2 days
Storage required = 7.5 X 1600 = 13, 500 cf
37. 0 27,500 25,350 79,150 1.82 Storage provided = 21,550 cf
6' TOPSOIL
STATE STORAGE at EL=34.0 14,600 0,34 FOREBAY CALCULATION:
Foreboy Volume = 6,980 cf FOR VEGETATED
20% Volume of Storage = 34,900 X .2 = 6,980 cf EMBANKMENT TOP= 41.5 COVER. WALL TOP 41,0
(NATURAL GRADE +1')
I R/" 1 1'
NATURAL GRADE 40.0
YA7H SIDEWALK
24 VATH SIDEWALK, 3' THICK•••
5' e'1 12, 12' B' 1 5' NORMAL WSEL- 33.0. W
CLAY
EL-32.0
'. 1R CUTOFF WALL
1
SB WALL BOTT
G VE ETATED
O
SHELF WSEL -1
- .
SIDEW
SIDE
WALK
GRASSEDARE
q
qJOTEWELL;i.5' S9.5A
BASE COURSE
2'
VALLEY CU RB ASPHALT
III to be of material at least
The clay cutoff wall a eos
Y
e h r tic
n foot thickness and having o u 0 0o q
SECTION
6 9 Yd
T SEC 0 50 RN1l STREET
conductivity of no greater than 1 x 10^6 centimeters
AWM T TR NOT TO SCALE ........ ... _
PAVEMENT TIeCw/IE'S$ AND SUBCRADE REOfnREMLN75
MAYBE AKREASED PER RECONMEADA1Kw OF OYOTECNMCAL :::i .80TTOM EL= 27.0 per second when compacted.
CQVSV.TAN T,
CONTRACTOR RESPONS&Z FUR COMPACTION IESI M, CLAY CUTOFF WALL POND N0.11
1 REVISED PER LAND MANAGEMENT & NCDENR COMMENTS 2-15-07
REV. NO. REVISIONS DATE
Ceppriebt A N•namr p..rp, Semen, RAC Ae d)Ate muw■a Mead elM w en a ou ro fanu a Me de I`J a amxbee a ~&)Me fAb
d 't b Ad. e, part .IMeut Witten eenemf of M. lend Semyer w Fneha W, 1. pyenw% aelY WAN own the o-WA of dV. dmamn4
mabd with the -towel Wpwtww w,d e,*W nd of ow Swroyw w Ea9A,.ar. eAa Ve WsWoed I. be wrd owl b=e eroka
er-IRUNSVICK FOREST- Wet detent,on/netention pond No, 12 VOLUME REQUIRED R-E(P)(PJ)(Rv)/123(A)
Additional Calculation Summary For NCDENR / DVO . SEE PAGES IL I and A 2, 'Control t i ng Urban RunofA
A Practical Manuel far Planning and DesigningUrban BMP9'
VATER QUALITY CONSIDERATIONS - (P) 1'
(PJ)= 0.9
Impervious area calculations- See Project Data Sheet (Rv)- 0.05 + 0. 900. 0/20. 0) - 0.50
TOTAL IMPERVIOUS = 10.0 acres (R- 1( 1)
B33
TOTAL AREA DRAINING TO POND - 20.0 acres R= I< - 36,300cf R Q - D STORAGE
acre-feet
20. 0 acres total - 10.0 acres impervious - I0. 0 acre green - 66, 275 cf REQUIRED STORAGE
,,. 66, 275 cf PROVIDED STORAGE !ELEV.= 32.3
SA REQU IRED- 10 / 20 • 0. 50, or SOX DRAWDOVN
At 6.0' depth, 90r. TSS removal, from chart - SA/DA Factor a 2. 7 - Average head From storage elevotim to or Flce -
32. 5 - 30. 0 / 2 = 1. 25' 2' PVC ore In to draw -down pond.
20. 0 x 0. 01 x 2. 7 - 23, 500 of SA REQUIRED
At EIev. - 30.0 - 24,000 sF SA PROVI�IED Orifice equation- Q = CA(2gh)^I/2 days
1' TOPSOIL
FOR VEGETATED
'.. EMBANKMENT TOP= 36.0 - -
COVER. \_ WALL: TOP 35.0
i (-NATURAL GRADE +1')
3
1..
...
1
NATURAL GRADE 34.0-
'.,
3' THICK***
WSEL,- 30.0
O
.NORMAL
................:::..............;T
EL=29.0 CLAY
CUTOFF WALL
S B O
VEGWALL BOTT -
ETATED P M
WSEL 1
"
SHELF
""NOTE WELL:
The cloy cutoff wall Is to be of material of least
one foot to thickness and having o hydraulic
Y�
conductivity of greater than 1 x 10^6 centimeters
cfx)Y no
BOTTOM EL- 24.0„.�.
per second when compacted.
CLAY CUTOFF WALL POND No.12
/
NOTE.• 404 WETLANDS ON SITE AS SHOWN.
20'
0'
20'
40'.
60'
PEAK DISCHARGE SUMMARY -
Q( 10) p1re-developed = 28.8 cfs
"--
0(50) pre -developed = 42. 9 cfs -
SCALE
IN FEET.-
1 20'
Q(100) pre -developed = 50.1 cfs
9(10) post -developed = 25.2 cfs B WSEL = 34.5-
Q(50) post developed 45. 7 cfs It WSEL = 35.3
ELEV.
AREA -.
VOL. STORAGE STORAGE
G(100)post developed = 58.0 cfs B WSEL - 35.4
(ft)
(sf)
(Cf)
CCF)
(ac-Ft)
STATE WATER QUALITY POND CONSIDERATIONS -
30. 0
31. 0
24,000
26,200
-
25,100
-
25,100
-
0.58
Surface Area required = 23,500 sf
St)rFace Area. prov i ded = 24, 000 cf a WSEL 3G ,O
'32. 0
28,300
27,250
52,350
-1. 20
Storage Volume required = 36,300 cf
32. 5
29,500 -
13,925
66,275
1, 52
Storage volume provided = 66,275 cf 8 WSEL 32.5
33, 0
30, 700
15, 050
81, 325
':L. 87
Storage Volume Drawdown Time = 4 days
34.0
33,100
31,900
113,225
2. 60
SEDIMENTATION POND CONSIDERATIONS -
Storage requ i red = 20.0 X 1800 = 36,000 cf 35.0 35, 600 . 34,351.1 147, 575
Storage provided = 82,075 cf + 36.0 38,000 36, 800 ' 184, 375 4. 23
FOREBAY CALCULATION: STATE STORAGE at EL=32.5 66,275 1.52 .
Fore bay Volume--
20% Volume of Storage = 80,450 X .2 = 16,000 cf - APPRO ®
NQr� i' 3 AWOL'"JA ENV{RGNMENT�,t
ell v�Cri�1SNT COMMISSION
Erosion & Sediment Control and Water Quality Plan J }N '1F 1B1
Pond Details 2-9-07
Brunswick Forest . Saab:
■
1 "-20
r nt�al
1 2 Res de
Phase 6 Sections & s ( TY NORTH CAROLINA
Draw
RUNSWICK COUNTY, 0
LOCATED IN .TOWN OF LELAND B
DBB
CARD
�.• �5�,,,„„ IOry g.a OWNER: FUNSTON LAND & TIMBER, LL DSH
1018 E. Grondiflora Drive FEB 1 6 ; 110/
rm Leland, NC 910-383-1425 Pro ect No:
Ste@
• SEAL - .�i <j o7o�.t3 EEP-P6i12R-Defoils
s 20007
v
', t Eh,GI NEF�'�h •
r etttt,
dhollin® hdsilm CC(5M
Control Plans \ECP-Residential-ph6sl-2.dwg Layout (ECP-PtSI2R-Details)
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
1123 FLORAL PARKWAY
VWLMINGTON, N.C. 28403
PHONE: [phone]
Sheet No:

I FABRIC
it
THICK LAYER
0�iN,'ZO4o24IV00616e�fes��
11pl►i,,,oi2I-fell
COMPACTED FILL OR
GRAVEL, EXTENSION
OF FABRIC AND WARE
INTO THE TRENCH
NOTE(
SEE NARRATIVE
FOR MORE DETNL
ISOMETRIC VIEW
P Rock to top of pipe
o both sides
OSLOPE -
OP
w_
Li ANKMENT
01
�
Im-
8 See Narrative for
additional details
►I
2'min.
NOTE: FILTER FABRIC IS TO
BE PLACED UNDER ALL STONE
INLET AND OUTLET PROTECTION.
USE NICOLON MIRAFI 60OX
POLYPROPYLENE, OR EQUIVALENT
SIDE VIEW
I
I
EXTENSION OF
FABRIC AND WIRE
INTO THE TRENCH
n
2
z
3
m
0 S leMINIMUM
0 SECTION
SEDIMENT FENCE ( SILT FENCE) SF
NT• O
►MOTIOB t.•!
4'MINIMUM
i•i••i••i••-.•o••.e
S
r
, I
STONE
STONE**
APRON e•i APRON THICKNESS = •
a-tee ■
/ • ■
■
•
TO
POND 11
OUTLET PROTECTION
ROCK STABILIZATION APRON_
NTS
SOD
OR REINFORCED t 9' STONE d50 w s•
VEGETATED SOIL TO WETLANDS
• + • • . • + +
.. . ++
••+ ••• ••
•��`•+.•.+..+.•.+.• •� •• ••
roe
r
r -
.1, _r ..
",r--... -"e
t
t
6 ..
.r l is xY.-Sri' � _ "
fsd
_yry�}- w� r�
'.A-..1 - K ..1...
T.-
-Frj
N R:
(F 4." : ' r .-
y' ey •
C. .
a
P. � - H
r .rt
yy
ti y
A
y r{T A • u�� .. ryxS'a.� iCMY ..
�. esba7oNEl
w s. )
='t.r s -
i.TH C10
'a =a� .Y Aga�ar '..
r%ra/',
K--� ..T"M1.
b' v" .; oln. i'js.�
. .+•
.+
d50 3"
••.... STILLING _. •+•'-
BASIN n rrtag r150=3
F, hr'.f r"*.r rf L6'y�� r"4".I...;..�""
(p
T:'
>,
_ - FES GROUND .
rLgLEVEL s
SPREADER TRENNCHCH
T
9
0
1 --On [
LEVEL SPREA
DERENERGY
DISSIPAT
ER
LE SP
PLAN N.T.S.
sWin (ram
eTohsew.r
. .rum _ _ram#. .
.4.
WE 4►tow
FeePIPE
. . . . . "-F'ra.' •TV. Tox-lm TLO _9
.. 950ftTfNd. ... - . ­- SOD
.. ' • GROUND. OR REINFORCED
VEGETATED SOIL
levy
ATER
Y DISSIP
& ENERG
L SPRE
ADER LEVEL
TRENCH
ISOMETRIC N.T.S.
DESIGN
MAXIMUM
PROPOSED
POND 11
PROPOSED
POND 12
RCP DIAMETER
CFS
FPS
CFS
FPS
CFS I
FPS
60"
200
10
-
-
-
-
48r'
120
10
-
-
-
-
36"
65
10
-
-
-
-
30"
45
10
-
-
-
-
24"
30
10
9.7
3.1
25.2
8.0
LS
26
I
ROAD
�•s••••••••�
• ♦ • • • •'
��a}•••••••�..
•
wi••,••••••+..
72"-3'
•
e • • •
w•�
•
TP
s ••••••••�
6" MINIMUM
THICKN• • ♦ •
-P op
• •
•
�•w•i•�•eP••i�'i
w,.•�•.•.•�•ds
NOTE:
ENTRANCE/EXIT DE -
1
�I®
-
r,:
u
C yA�v I
.21
\� Y
§
7� i-
Y
.
Y �y
I •
i
N
•.
l
�•�
�
.. •
Y }
�T•iae iLlu ti.
1
Q4.L�-
•
' • •
L
LIS
I
RCP W
24" Rcps-6' tIT
1
ronstructlon Road S�ab'lizatlon
Specification s 6.80 - l;onstructlon Specifications
1. Clear roadbed and parking areas of all vegetation, roots and other
objectionable material.
2. Ensure that road construction follows the natural contours of the terra In If
it Is possible.
3. Locate parking areas on naturally flat areas if they are available. Keep
grades sufficient for drainage but generally not more than 2 to3X.
4. Provide surface dralmage, and divert excess runoff to stable areas by using
water bars or turnouts (References, Runoff Control Measures).
5. Keep cuts and Pills at 2.1 or flatter for safety and stability and to
facilitate establishment of vegetation and me lntenance.
6. Spread a 6-Inch course of 'ABC' crushed stone evenly over the full width of
the road and smooth to avoid depressions.
7. Where seepage areas or seasonally wet areas must be crossed, install
subsurface drains or geotextile fabric cloth before placing the crushed stone
(practice S.
at, Subs, Face Drain).
S. Vegetate all roadside ditches, cuts, flits and other disturbed areas or
t stabilize as moon as realm Is co
mplete (Referencesi.
otherwise o r Idea s onp Apr grading
PP Y
Surface Stabl U zatl oh).
' 9. Provide appropriate Sediment control measures to prevent off -site
sedimentation. .
Maintenance
Inspect constructl on roads and parking areas periodically for condition of
surface. Topdress with new gravel as needed Check road ditches and other
seeded areas for eroslelh and sedimentation after runoff-productling rains.
Maintain all vegetation in a healthy, vigorous condition. Sediment -producing
areas should be treated immediately.
SodimentFence Y_C ilt Fence) O
SF
ecificati ons
Specification 662 - Construction S
P
MATERIALS
I.Use *,synthetic filter fabric or a pervious sheet of polypropylene, nylon,
polyester, or polyethylene yarn, which is certified by the manufacturer or
supplier as conforming to the requirements
ulrements show
n in Table 6.62b. Synthetic
nthetic
Filter fabric should con
tain in ultraviolet ray inhibitors en
d stabilizers to
provide a minimum of 6 months of expected usable construction life at a
temperature rm 4o of 0 to 120 F.
2.Ensure that posts for sediment fences are either 4-Inch diameter pine, 2-inch
diameter oak,, 0 1.33 Ib)(inenr Ft steel with a minimum length of 4 Ft. Make
sure that steel posts have projectlme to facilitate fastening the fabric.
3.For reinforcement of standard strength filter fabric, use wire fence with a
minimum 14 gauge and a.m*ximuh mesh spacing of 6 Inches.
Table 6,62b
Specifications Far Sediment Fence Fabric
Physical Property Requirements
Filtering Efficiency - 85Y, (mm)
'I Tensile Strength at Standard Strength- 30 lb/tin In (min)
Extra Strength- 50 lb/tin in (min)
Slurry Flow Rate - 0.3 gal/sq ft/min (min)
CONSTRUCTION
1.Construct the sediment barrier of standard strength or extra strength
synthetic £liter fabrics.
2.Ensure that the height of the sediment Fence does not exceed 18 Inches above
the ground surface. (Higher fences may Impound volumes of water sufficient to
cause failure of .the structure.)
3 Construct the flitter fabric from a continuous roll cut to the length of the
barrier to avoid) joints. When joints are necessary, securely fasten the filter
cloth only at d,svppo•t post with overlap to the, next post:
4.Support standard strength fetter fabr lc by wire mesh Fastened securely to the
up slope side O the posts using heavy duty wire staples at least 1 inch long,
or tie w,
res. blend the wire mesh support to the bottom of the trench.
5. Vhen a wire mesh support fence Is used, space posts a maximum of 0 ft apart.
Support posts should be driven securely into the ground to a minimum of IS
I inches.
6. Extra strength it ;ter fabric with Eft post spacing does not require wire mesh
support fence. ttople or wire the filter fabric directly to posts.
4 inches wide and 8 Inches dam along the
x vote * trench approximately c es P 7. E ca0
In sus and slo a from the barrier
(figure 6. 62a).
1 e o;F. 0
proposed Po W P
B. Backf 111 the french with compacted loll a` Gravelplaced over the filter
fabric.
9.110 not attach filter Fabric to existing trees.
Maintenance
Inspect sediment fences at least once a week and after each rainfall. Make ±ny
required repairs Immediately. .
q P Y
Should the Fabric of n sediment fence collapse, tear, decompose or become
ineffective, replace It promptly. Replace burlap every 60 days.
Remove sediment deposits as necessary to provide adequate storage volume fee the
next rain and to reduce pressure an the fence. Take care to avoltl undermining
the Faroe during clemout.
Remove all Fencing materials and unstable sediment deposits and bring the Area
to grade and stabl Uze it after the contributing drainage area has been property
stabilized. .
OTemoorory Gravel Construction Entrance/Exit
Spec if l cat l on s 6.66 - Construct l on Spec if; canons
roots and other
exit area of ¢Ilive elation oo s
the entrance e a , 1 Clear 0
objectionable matari*l and properly grade It.
shown On the lam and
t t specific Grade and dimensions S
.' Place 4he ravel O the sP 2 P g 0
smooth It.
trap or other suitable outlet.
t err Mat r to a sediment 3. Provide tlrnlno o [ P
drainage Y
F
4, Use peotexn le fbrlcs,becnuse they improve stabi
lity of the foundation In
Locations subject to seepage or high water tables
Maintenance
mud or sediment from leaving-
veIl ad In a condition toprevent Maintain the o
gn' P
the construction site. This may require periodic topdressing with 2-Inch stone.
After each rainfall, inspect any structure used to trap sediment and clean it
out as necessary, ihmediately remove all objectionable materials spilled,
. washed, or tracked Onto pub U c roadways.
ROCK STABILIZATIOA
. r
--_... �..
I__I_
_-_
®�M�
.__=_--
=M��s
____��
mm=_��
-_=�--
OUTLET PROTECTION
O17 NOT TO SCALE
O
CONSTRUCTION SCHEDULE -
MAINTENANCE PLAN -
I. Obtain approval of Plan and my necessary permits, and hold o
1. NI measures to be Inspected weekly and Otte my rohlali
event and needed repol" moos immedkt•y.
pro -construction conference prior to carnmeh*ing any work.
2. Flog work limits and stoke -out roadways, primary measures, and
2 Sediment Basle to be deemed out when IM Neel of SadImwt
Sediment Basins for preliminary clearing and grubbing. Install sot
reaches SO below note, surface. Riser Souders 10 be deemed
fencing entiroly along the US Army Carps approved "tionds )In*
If excess avatar above design eaAoce no Moss drains
as shown.
property.
3. Install Gravel Construction Entrances.
3, Sedknant to be romaved tom behind the my Set Fence and
protection asap. Fencing
when if boeas
4. Instoll Ssdkneet Boeing as she" on Plan whhl ciemh and
9
r le maintain
and Mkt protection to be rspolnd of nMsd to mobtdn a
end Lion to
gn,bbing site. Sediment Basins and Temporary Diversions to be constructed
prim to major grading or building. (See Construction Summary on Sheet 1).
barrier.
4. All Beaded areas aholl be fertilized, mutehel, OM re -seeded
5. After completion of Sadment Basins and any temporary diversion knmscictely
as nocaaeny, according to specifications paAesd, to
Stabilize all non construction moos. (Sae weeding specifications.)
I maintain a suitable vegetative Davis.
6. Construct any other sediment central Practices
shown, to rough grading roodwoyA, alockp®ing
shown.
5. Consimction entrances to be maintained k c condition to Prevent
mud or aedknent from leaving the conelmdbn Alta Periodic
prior
and tapaon oa necesamy.
topd-essing with 2'stare may be required Remove all objectionable
malarld apited, rushed, or tracked onto pub roadways knmedatey.
7. NI erosion end sedlinent control Practices me to be inspected
weekly and after any minion, and repaired ere neaeSeary.
VEGETATIVE PLAN -
B. After sits stabilization. temporary measures
are to be removed and the Sediment Basin cleaned to
J. Permonwt vegetation to be established boocordonce with
'North Carolina Erosion and Sediment Con,tol Planning and
Its orig" design contours. If necessary,
Design Manual', Section 6.11, latest vershm. See next Sheet.
NOTE WELL: SEE COVER SHEET FOR
CONSTRUCTION PHASE SEQUENCE.
OUTLET
_PIPE
-0 FLOW mnc� I FES
1.
NOTE WELL:
1) OUTLET PROTEC77ON & 2) SLOPE IS FLAT (OX)
ROCK STABILIZATION APRONS FOR A MINIMUM OF 2LF --
REQUIRED AS SHOWN ON PLAN. 2 MIN BOTTOM WIDTH.
INV. ELEV. MATCH -
NATURAL
AS PER PLAN
SPREADER
�� 0% SLOPE GRADE
TO YVEILAND6
0*,
STONE JIM a 3" - / _ / V
FILTER FABRIC
IPIPPEE d 3" KF(ACRmOuniSSALL 3=9
(1' HICIQ'
SLOPE BASIN � mm MW am
PMVWOPdM OR M MVAILNT
LEVEL SPREADER & ENERGY DISSIPATER
SECTION N.T.S.
MORE GENERAL NOTES:
1. ALL CONSTRUCTION TO APPLICABLE STATE AND LOCAL CODES
2. CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL MTN NCOOT.
J. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE
DRAINAGE TO DRAINAGE SHALES AND RECEIVING STRUCTURES
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES KITH APPLICABLE AUTHORITIES, AND ANY REQUIRED PERMITS
5. CLEARING AND GRUBBING OF 517E TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESSOTHERKISE DIRECTED.
Permanent Seeding
Specifications s 6.11 - Specifications
Seedbed Requirements
Establishment of vegetation should not be attempted on sites that ore unsultable
due to inappropriate sot; texture .(Table 6. Ila), poor drainage, concentrated
overland flow, or steepness of slope until measures have been taken to correct
these problems. '
To me I ntaIn a good stand of vegetate on, the loll must meet certain in nl mom
requirements as a growth medium The ex st l no soil should have these cr l ter l a,
- Enough fine-grained ( s I It and clay) mater l al to me l ntaIn adequate
moisture and nutrient supply (Oval table water capacity of at least .05
Inches water to l Inch of Solo.
- Sufficient pore space to permit root penetration. -
- Suff is l ant depth of soli to provide an adequate root zone. The depth to rock
or Impermeable layers such as hardpans should be 12 inches or more, except on
slopes steeper than 2,1 where the addition of Solt is not feasible.
- A favorable ra a for Ian[ growth, usual; 6.0-6.5.
PH n9 P 9 Y
- Freedom from large roots, branches, .stones, large clodsof earth, or trash of
any kind. Clods and stones may be left an slopes steeper than 3,1 if they pre
to be hydrosceded.
If any of the above criteria are not -met -I. a., if the existing Solt is too
coarse,, dense, shallow or acidic to foster vegetation -special amendments are
requ l red. The soli condi Homers descr l bed below may be benef is l al or,
preferably, topsoil may be applled in accordance with Practice 6. 04, Topsol l Ing.
Soil Conditioners
In order to Improve the structure or drainage cliarocterlstics of a soil, the
Following material my be added, There amendments
ments should only be necessary
make them or for plant growth orrvfor fine
where soils have (imitations that a e ¢ o 0
P P
turf establishment (see Chapter 3, Vegetative Considerations>.
Peat -Appropriate types are sphagnum moss peat, hypnum moss peat,' reedsedge peat,
or peat humus, oil from Fresh -waiter sources. Peat should be shredded and
conditioned in storage piles For at least 6 months after excavation.
free f Sand [lean and vv toxic materials . o
Vertu lcullte hor. I It r l grade and Free of toxic substances. t cu u a
Rotted mmura-stable or cattle manure not containing undue amounts of straw or
other bedding materials.
Thoroughly rotted sawdust- free OF stones and debris. Add 6 lb. Of nitrogen to
each cubic yard
Sludge -Treated sewage and industrial sludges are available in various forms,
these should be used only in {accordance with local, State and Federal
regulations. r .
Species Selection
Use the key to Permanent Seeding Mixtures CTable 6. lib) to select the most
appropriate seeding mixture based on the general site and maintenance factors.
A listing of species, including scientific names and characteristics, Is given
in Appendix 8.02. -
Seedbed Preparation � .
Install necessary mechanical erosion and sedimentation control practices before
seeding, and complete grading 6ccording to the approved plan. Line and Pert; Ilzer needs should be determined by Sol l tests. Soil testing Is
performed free of charge by the North Carolina Department of Agriculture soil
testing laboratory. Directions, sample cortons, and Information sheets are
available through county agricultural extension offices or From NCDA. Because
the NCDA soil testing lab requires 1-6 weeks for sample turn -around, sampling
must be planned well In advance of final Grading. Testing is also, done by
commercial laborator les.
When soli test are not available, follow rates suggested on the Individual
specification sheet for the seeding mix chosen (Tables 6. IIc through 6. 110.
Applications ratvc usually fall into the following ranges,
- Ground agricultural limestone
L 1pht textured, sandy sollsh l t 112 tans/acre
x In oils 2-3 tons/acre Heavy to tared clayey s
Y Y Y
i
Fertlllzer
r f 10- 0-10 (or e equivalent)
--
Grasses 800 1200 lb/acre e o 1 li
ne q
- r - 0 (or them equivalent)
r -Iv ume nlxiures 800 I200 lb/acre a oF3-10 L G *ss qu
9
Apply lime and fertilizer evenly aria Incorporate Into the top 4-6 Inches of
le m rote machines .the contour.
roll by disk) or other Sul tab ans. O e Pe Y
on n0
When using a hydroseeder, apply time and fertilizer to 6 rough, loose surface.
Roughen surfaces according to practice 6.03, Surface Roughening
Large clods and raking Into a
Complete seedbed preparation Ion b breaking
P P P Y up 9 9
smooth, uniform surface (slope less than 3,1) Fitt In or level depressions than
can collect water. Broadcast seed into a freshly loosened seedbed that has not
been sealed by rainfall.
Table 6. 1 1 s - Seed l ng No. 4CP for, .
Veil-Drained.Sandy loans to Dry Sands, Coastal Plaint Low to Medium -Care Lawns
Seeding mixture '
Species - Centlpedegrass - Rate - 10-20 lb/acre (seed) or 33 bu/acre (sprigs)
Seeding dates - Mar. June, (Sprigging can be dome through July where water Is
available for Irrigation.)
Solt amendments -,Apply time and fertilizer according to soil test, or apply 300
lb/acre 10-10-10.
i r- rows translanter,
Sprigging - Plant. sprigs In furrows with a inacto tl p , or
broadcast by hand.
t 4- inches de and 2ft apart. Place sprigs about 2 ft apart
Furrows should be 6 nc es nP deep P
In the row with one end at or above ground Ieve I (Figure 6. 11 d).
n Sprigs into the to 1/2 inches of
Broadcast at rates shown above and ass s l 1
Pr P 9 P
that Apr s re not brought back toward the
loll with a desk set steal t so ha s a
9h P g 9
surface.
Mulch - Do not mulch
Maintenance - Fertilize very spw ingly= 20 lb/acre nitrogen in spring with no
phosphorus. Contlpedegrass cannot tolerate high pH or excess fertilizer.
1- 1 n arts y Sands to Dr
Table 6. 11t Seeding No. SCP for, Vel Dra red Sandy Loam hLow.
Maintenance
Seeding mixture
Species Rate (Clalacre)
Pensacola Bahlagrass 50
Sericea lespedeza 30
Common Bermudograss 10- .
German millet 10
Seeding notes
1. Where a neat appearance Is desired, omit serlcea
2. Use common Serm olagross only on Isolated sites where It cannot become a pest.
Bermudagrass may be replaced with 5 lb/acre cent l pedgrass. _
Seeding dates - Apr. 1 - 15 '
pr July
Soil amendments - Apply IIme and fart I II zer pccordI ng to soli tests, or Opp I
3,000 lb/acre ground agricultural limestone pnd 500 Ib/ocre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/Acre grain straw or,equivatent cover of another suitable mulch.
Anchor by tacking with asphalt, roving and netting or by crimping with a mulch
anchoring tool. A disk with blades set nearly straight can.be used as a mulch
anchoring tool. - .. '
Maintenance - Refertilize the following Apr. With 50 Ib/ocre nitrogen. Repeat
as growth requires May be novel only once ay
year. Where a neat
at appearance earance Is
desired, omit sericeo and now as often as needed.
Table 6. 11v - Seeding No. 7CP For, Grass- U ned Channels) Coastal Plain
Seeding Mixture
Species - Common Bermuclograss - Rate - 40-80 (1/2 Ib/1,000 ft )
Seeding dates - Coastal Plo.in) Apr - July
Soli amendments - Apply Ilme and fertlI leer according to Boll 'tests, or apply
3,000 lb/acre ground agricultural limestone gnd 500 lb/acre 10-10-10.Fertilizer.
Mulch - Use jute, excelsior matting, or other effective channel lining material
to cover the bottom of channels and,dltches. The lining should extend above the
highest calculated depth of flow. On.channeI side slopes above this height, and
In drainages not requiring . temporary timings, apply 4,000 Ib/acre grain straw
and anchor straw by stap Urg netting over the top. '
Mulch and anchoring materials must be allowed. to wash down slopes where they can
clog drainage a devices. -
Mnlntennnce -A nine moan. of 3 weeks Is required for establishment. Inspect antl
repair mulch Frequently. Refertilize the following Apr, with 50 lb/acre
nitrogen. .
Refer to Append I 9.02 for botanl cal names
NOTE:
THIS PLAN TO BE UTILIZED AND
REVIEWED ONLY IN CONJUNCTION
KITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF
THIS EROSION AND SEDIMENT
CONTROL PLAN.
NOTE WELL,
ANY AREAS ON -SITE W17HOUT ACTIVITY IN A 21 CALENDAR DAY PERIOD
SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS.
ANY SLOPES TO HE STAfILIZED AFTER 21 CALENDAR DAYS.
DETAILS SHOWN ARE TYPICAL DF INSTALLATIONS REWIRED BY BRUNSWICK COUNTY.
THIS SHEET DOES NOT PURPOT TO SHOW ALL REWIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. 'HE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
COUNTY AND STATE CODES Ate CONSTRUCTION STANDARDS.
No 9"mchnko/ testing Ms been performed on site. No warranty
is mode for suifabRify or lubgrods, and undercut and any reguired
replocanent with suitable mohrid shill be the responsbNly
of the contractor.
Temporary Seeding
Spec if t cot l on B 6.10 - Spec if ;cat l ons _
Complete grading before preparing seedbeds and Install nil necessary erosion
control produ ces, such as dikes, waterways, and bas Ins.:: Minimize steep slopes
because they make seedbed proparan on diff Icu It and Increose the Bros l on hazard
If sorts become compacted during grading, loosen then to a depth of 6-8 Inches
using a ripper, harrow, or chisel plow. '
Seedbed Preparation
Good seedbed preparation Is essential to successful plant establishment. A good
seedbed Is well -pulverized, loose and uniform. Vhere hydroseeding methods: are: '
used, the surface may be left with a more,Irregular surface of large'clods-and
stones.
Liming - Apply ifine accord l ng to roll test recommndat l ons. If the PH (acidity)
of the soli is not known, an application of ground agricultural limestone at the
rate of 1 to 1 1/2 tons/acre on coarse -textured soils and 2-3 tons/ocres on
f ine-textured soils is usually sufficient. Apply limestone un lformly and. .
Incorporate into the top 4-6 inches of soil . Soils :with a pH of 6 or higher
need not be timed..
Fertilizer- Base'appllcatlon rates on soil tests. When these are not possible,
apply a 10-10-10 grade fertilizer at 700-1,000 Ib /acre. Both, Per{.I l'I zer and
time should be incorporated into the top 4-6 inches of Solt. If a hydraulic
seeder Is used, do not mlx seed and fertl lizer more than 30 minutes before
application
Sur Face roughening- If recent tillage operations have' resulted in a loose
surface, additional roughening may not be required except to break up large
.clods. If rainfall causes -the surface to become .sea led or crusted, loosen Jt
just prior to seeding by disking, raking, harrowing, or other sultabl@ methods,
n before seed In (PractI ce
steeper than 3 1 on the contour e
Groove or furrow slopes 9 pe P
, f R henin ), r 6 03 Sur ace ou
, 9 9
Plant Selection -
Select on appropriate species or spec tes mixture from Table 6.10a, for seeds ng
in late winter and early spr mg, Table 6.10b for summer, and Table 6.10c for
' fail.
Seeding .
r(broadcast),dr l'll cults Acker seeder,
seed aria a cyclone seeder
Evenly apply s g YP
or hydromeder. Use seeding rates given In Table 6. 10a-6.10c. Broadcast seeding
and hyroseeding are appropriate for steep slopes where equipment cannot be
driven. Hand broadcasting Is not recommended because of the difficulty in
achieving a uniform distribution. Small grains should be planted m more than 1
inch deep, and grasses and legumes no more than 1/2: inch. Broadcast seed must
be covered by raking or chain dropping, and. then lightly Firmed with a roller or
cultipocker. Hydroseeded mixtures should Include a rood fiber (cellulose) mulch
Mu lchind -
The use of appropriate mulch will help ensure establishment. under normal
conditions and Is essential to seeding success under harsh site condition
(Practice 6.14, Mulching). Harsh site conditions include,
-seeding.ln Fall for winter cover (wood fiber mulches are not considered
adequate for this use), .
-slopes steeper then 3,1,
excessively hot or dry weather, -
-adverse Sol ls(shal low, rocky,, or high In clay or sand), and
-areas receiving concentrated flow. - .
If the areo to be mulched is subject to concentrated woterPtow, as in channels,
anchor mU lch with netting ,(Practice 6r 14, Mulching).'. ...
Table 6. lob - Temporary Seeding Recommendation For Late Winter and Early Spring
Seeding mixture
Species- Rye(graln), Annual lespedeza (Kobe Ire Piedmont and Coastal Plain
Rate (lb/dcre)- 120
r r over Is not to extend beyond
de a men duration of tam o a c
Omit annual lespe z w P Y Y
June
PI' n -Dec. I - r. IS.
Seeds dates C06stn1 aI
n9 AP
Soil amendments- Follow of soil tests or
npp.lY 2 000 Ib/acre
10 fertilizer, It sal limestone and 750 lb/acre 10-10- Duna a rlcu u
Or 0
straw tacking wlthas halt- netting
Mulch -Apply 4; OOOlb/acre straw. Anchor st a by c g P 0
with 1 das Sol near; straight can be used
ICM anchoring tool A disk It b a
or o -tux, n Y Oh
as a ru lch anchoring tool.
Maintenance Refertilize ,if growth Is not fully adequate. Reseed, refertilize
and mulch Immediately following erosion or other damage.
Table 6. lob - Temporary Seeding Recommendations for Summer
Seeding mixture
Species -German ni ;let
Rate(lb/acre)- 40
Seeding dates -Coastal Plain- Apr. 15-Aug. 15
Soil amendments -Follow recommendations of soli tests or apply 2,000 Ib/acre.
ground agriculture li
mestone mvstone and 750 lb/acre 10-10-10
Fertilizer.
Mulch-Apply4,000Ib/ocre straw. Anchor, straw: by tacking with asphalt, netting
or a ru lch anchoring tool. A disk with blades set nearly straight can be used
as a mulch anchoring tool.
Maintenance-Refertllrze if growth is not fully adequate. Reseed, refertlilze
and mulch immediately following' erosion cr other damage.
Table 6. 10c - Temporary Seeding. Recommendation for Fall
Seeding mixture
Spec I es -Rye( gm I in) I . .
Rate( lb/acre),- 120
t Plal'n and Piedmont -Aug 15 - Dec. 30 -
Seed; dotes -Coastal
l ( g
- l 2 000 lb./acre round a Iculturvl
I amendments Follow soil tests or , Sail a @ Ar• apply g
f art l U zer.
Imo tone an l 000 Ib/ocre ]0 f0 10 e l es d
Mutch- APPlY 4,000 Ib/ cre straw. Anchor
hor straw by tacking with asphalt,
halt
matting, or a mulch anchoring toot. Adlsk with blades set newly strai
ght
can
be used as a mulch anchoring toot
Maintenance- Repair and refertlilze damaged areas Immediately, Topdress with 50
lb/acre of nitrogen in March, if it is necessary to extend temporary cover
/ r
beyond June 15, overseed with 50 Ib oc e Kobe (Piedmont and Coastal Plain)
Y
Land Grading - I . .
Specification I,6.02 - Construction Specifications .
I.Construct and maintain oil erosion and sedimentationcontrol practicesand
measures in accordance with the approved sedimentation control plan and
construction schedule
2.1temove good topsoil from areas to be graded and filled, and preserve It for ,
use in ffnishing the grading of all critical areas:
3.Scarify areas to be topsolted to a minimum depth of 2 inches before placing
topsoil (Practice 6,04, Topsolting).
vegetation, roots or other
t e felled to remove trees
4. Clear and rub armor o b
g
the mstability of .the fill.
r lal that would affect a planned
objectionable Hate P
5.Ensure that fill pater lot is free of brush, rubbish, rocks,' logs, stumps,
building debris, and othor me aria is Inapproprinte for constructing stable
Ft IIs.
6.Place all flit in layers not to exceed 9 Inches In thickness, and compact the
layers as required to reduce erosion, slippage, .settlement; or ,other re toted
problems,- 7. Do not incorporate frozen materlol or soft, mucky,. or highly cbmpresslble
materials into Flit slopes. -
8.Do not place fill on a Frozen foundation, due to. possible subsidence and
slippage.
9.Keep,diversfons and other water conveyance measures free of sediment during
all phases of development.
1O.Handle seeps or springs encountered during construction in accordance with
approved methods (Practice 6.81, Subsurface Drain). .
. 11.Permmently stabilize all graded areas Immediately after final grading is
completed on each area in the grading plan. Apply temporary stabilization
measures on allgradedareaswhen work is to be Interrupted or delayed for 30
working days or longer.
12.Ensure that topsoil stockpiles, borrow areas, and spoll areas are adequately
protected fromerosion with temporary and final :stab llization measures,
Including sediment fencing and. temporary seeding as necessary.
Maintenance `
Per; od Ica l ly check all graded areas and the support l no erosion and sedI mental l on
control practices, especlally-after heavy ral nfo Its. Promptly remove oil
sediment from diversions and other water -disposal prances. If washouts or
breaks occur, repair them Immediately. Prompt maintenance of small eroded areas
Ware they become significant gullies is an essential port of an effective
erosion and sedimentation control plan.
NOTE WELL:
EROSION CONTROL DETAILS AND SPECIFICATIONS ARE AS PER THE "EROSION
AND SEDIMENT CONTROL PLANNING' AND DESIGN MANUAL' OF THE STATE OF
NORTH CAROLINA, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
LATEST EDITION. PRACTICE NUMBERS REFER TO THIS MANUAL.
2
REVISED PER DEVELOPER
2/9/07
1
REVISED PER DEVELOPER
12/28/06
REV. NO.
REVISIONS
D E
crowfdhf A Nanow, Door Serum, P.A. AS ryhls esaewd Raprod,oem a ,we of Ma cm(ants of 016 daawunt ar eddlbu n dwotha+s le
daa,mw,t Is .hah ar Part dwxwl .e(fhw aan 1 of e,e Laud S,m+tar a E,#o , o P'd,bkwd ads upise Awn 1(" or4W of Ma daann.nt
matt' with war .*W sir.l. and .41mal seal of Me Surwtm nr P.O...hM be aonadeed la he wlid and hvs'CxP"
AIABForest\MASTER ORAWNGS\res6\Erosion Control Plans\ECP-Residential-ph6si-2.dwg Layout (ECP
Specifications a 6.61 - Construction Specifications "
;.Site preparations -Clear, grub and Strip topsoil from areas under the '
embankment to remove trees, vegetation, roots and other objectionable material.
Delay clearing the pool area until the dam Is complete and then remove brush,
trees and other objectionable materials to facilitate sediment clemout.
Stockpile all topsoil or soil containing Organic natter for use on the outer
Shaltofthe embankment to Facilitate vegetative establishment. Place temporary
sediment. control measures below the basin as needed '
2.Cut-off trench -Excavate a cut -off -trench along the centerline of the earth
Fill embankment. Cut the trench to stable Solt material,- but In no case make it
less .than 2 Ft. deep. The cut-off trench must extend into both abutments to at
Least the elevation of the riser Crest. Make the: minimum bottom width wide
enough to permit operation OF. excavation and compaction equipment but in no case
.less than 2 Ft Make side slopes of thetrench n0 steeper than 1. 1. Compaction"
requirements are the same as those for the embankment. Keep the trench dry
o rations.
In backflllln and compaction due 0 0Pe ,
3.Embankment-Take Fill material from the approved areas shown on the plans. It
should be clean mi auralsoil, free of roots, woody vegetation, rocks and :. other
objectionable. material. Scarify areason which fill Is be placed before placing
fill. The Fitt material must .contain sufficient moisture so it can. be .formed by
hand into a ball without. crumbling. If water can be, squeezed out of thebail, it
is too wet for. proper compactl on, Place Fitt material in 6 to 8-Inch -
continuous layers. over the entire length of the fill areaand then Compact it.
Compact l on: may be obtaI red by 'routing .the construct ton haulling equI pment over
.the flit so that the entire surface of.each layer Is traversed by at least one
r may be used.
v equipment, or 6 compactor tread track the hen e P Y wheel or end c W P Y
n height to
n Y higher than. the des
to an elevation 10.
Construct the 9 9 Cons She
allow For settling.
A
,4.Condult spillways -Securely attach the riser to the barrel or barrel, stub to
'make awatertight structural. connection. Secure all connections between barrel
sections by., approved watertight assemb U es. Place the barrel and riser on a
firm, smooth .;foundation of Impervious soil. Do not use. pervious material such
-th pipe or anti -see
as b6ckf111 around e
r vl r [rushed stow P P
as sand, gravel, o P
9
collars: Pence the fill material around the pipe spillway in 4-inch
h layers
ens and
compact it underand around the pipe to at least the same density as the
adjacent embankment Care must be +Akan not to raise the pipe from firm. contact ,
with its foundation when compacting_ under .the pipe haunches.
Place a minimum depth of 2ft. of hand -compacted backfill. over the pipespillwoy
before crossing it with construction :equipment Anchor the riser inplaceby '
concrete or other satisfactory means to prevent flotation. In mo case should the
pipe conduit be Installed by cutting a trench through the'. dam after the
embankment is complete..
5.Emergency' spillway -Install the emergency spillway in undisturbed: soil. The
achievement ofplannedelevations, grade, design width, and entrance and exit
channel slopes are critical to the successful operatl on of emergency spillway.
6:Inlets-Discharge voter into the basin in a manner to:prevent erosion Use
droerslons with outlet protectlon to divert sell rant -laden voter to the; upper
end of the', poolarea to improve basin trop efficiency .(References, Runoff
Control Measures and Outlet Protectlan).
7.Erosion control -Construct the structure so thatthedisturbed area Is
minimized. Divert surface water away from bare areas. Complete the embankment
before the area-iscleared. Stabilize the emergency spillway embankmentand all
other disturbed areas above the crest of the pri ncipal spillway immediately
after construction (References, Surface Stabilization).
B.Safety-Sedinent basins may attract. children and can be. dangerous. Avoid steep
side slopes, and fence and mark basins with warning signs If trespassing is
likely. -Follow all state and local requirements.
Maintenance
Check sediment basins after periods of significant runoff. Remove sediment and
restore the basin to its original di mansions when sediment' accumulates to'one-
ha l f the design depth. '
Check the embankment, Spillways, and outlet for erosion d m,nge, and inspect the
embankment for piping and settlement. Make all necessary repairs
aIrs immediately.
tee .
n
Remove all trash and other debris from the rI see a d pool area.
OP
Outlet Stnbllizntlgn Structure
Specification B 6.41 Construction
n Spec
ifications
the re required lines
fitter and rl rn folio"
1. Ensure that the subgrntle For the riprapq
and Grades shown In the plan Compact any fill required in the subgrade to
the density of the surrounding undisturbed mterlal.. Low areas in the
subgrade on undisturbed soil may also be fitted by Increasing the riprap
thickness.
2. The riprapand gravel filter must conform to the specified _ grading limits
sh
own on the plans.
' property
3. Fitter cloth, when used, must meet design `_requlrrequirements and be P p eel
Y.
protectedfrompunching or tear ling during Installation. Repair any damage by removing the riprap and placing another piece of .Pillar cloth over the
damaged area. All connecting joints should overlap aminimum of l ft. If
the damage Is extensive,' replace the entire filter cloth.
4. Riprop nay be placed by equipment, but take care to avoid damaging the
filter.
5. Theminimum thickness of the riprap should be 1.5 tines the maximum stone
diameter.
r angular;
quarry stone. It should be hard, ,
6. RI ra may be field st
orm, or rough ua g
ug q Y
P P Y
- t n and well mama '
highly renther res is a t
9n•
g Y
end. � Make the t
6. Construct the apron on zero grade with mo overfill at -the e op
"calving area err slightly,
end level with the nca e
of -the riprap ni the downstream8 -
below It.
receiving stream and
r rl all netl with the ace
n are that the apron Is o D S. E s property Y 0 P
I ne
eded to fit site
preferably straight throughout s length If n'curwe s n
conditions, place It in the upper section of the apron.
9, 1mmedlaiely after constructl on, stabilize ell disturbed areas with vegetation..
(.Practice 6. 10, Temporary Seeding, and. 6. It, Permanent Seeding). .
Maintenance
n
Inspect r1prap outlet structures after heavy rains to see If a Y erosion around
or below the riprap has taken piece or if stones have been dislodged.
Immediately: make all needed repairs to prevent further damage.
r
i
HARDWARE CLDTH 6 GRAVEL INLET PROTECTION (Tempororv) ..I P
.Specification a 6.51 - Construction Specifications
As fabric, use a 19-gauge hardware cloth with 1/4 inch mesh openings,
with a total height of 2 Feet mini rum. The sediment control stone,. with
have an outside slope of 2, 1.
inches, should �hn
n height of 16 c oP
e
For stakes, use steel T posts of 1.25 lb/ Uneor fact with a minimum
' length of 5 ft., dr wen 2 Ft. Into the Around, mewl Hurt spocingof 4 feet.
- Specifications - _
1. Uniformly grade a shallow depression approaching' the inlet.
2. Drive 5-foot-steel posts 2 feet into the ground surrounding the Inlet.
Space posts evenly around the perimeter of. the Inlet, a maximum
of 4 feet apart.
r --
3. Surround the posts ,with were meshhardware cloth Secure the wire
mesh to the steel posts at the top, middle, and bottom. Placing
a 2-foot anchor ling flap of the mesh undkm. the gravel Is recommended
-
4. Place clean grovel (NCDDT s5 a's57 Stone) on a 2,1 slope with n height tt
_
of 16 inches around the wire, and smooth town even grade. -
r:
5, Once the contr l but ling drA Ud Image area has been stab zed, remove the.
LU .�
J„
accumulated sediment, and establish final grades. ('
6. Compact the area properly and stabilizewithgroundcover. . '
1
- ® LL
r i.
rt^
�
<r
Maintenance - L.L.
-`�'
Inspect. the barrier after each significant rain and.nake repairs at. neede� r, i
3 u
Remove sediment from the ores as necessary to provide adequate storage Q. � e
Ae -
volume For the next rain Take care' not to damage. or undercut the hardware ,Q
Q
cloth during sediment renoval. C'
cry
When the contributing drainage area has been adequately stabs IIzed, remove DIM
_-
materials and any unstable sediment and dispose of them properly. Bring .the CC
Q
disturbed area to the grade of the drop inlet and -smooth and compact it. 0
Appropriately stabilize all bare areas around the inlet. Z
Erosion & Sediment Control and Water Quality Pion
Pond Details, Erosion Control Notes and Additional Details
Brunswick Forest
Phase 601ISections 1 &2 &sidential)
LOCATED IN TOWN OF LELAND BR SWICK COUNTY, NORTH CARD INA
SE AL
20007
silloM
OWNER: FUNSTON LAND & TIMBER, LLC
1018 E. Grandiflaro Drive .
Leland, NC 910-383-1425
HANOVER DESIGN SERVICES, P@A•
LAND SURVEYORS, ENGINEERS & LAND PLANNERS TT TT
1123 FLORAL PARKWAY.
WILMINGTON, N.C. 28403
PHONE: [phone]
Date:
11-16-06 '
Scale:
AS SHOWN
Drawn:
DBB
Checked:
DISH
Project No:
EIP-PISSUR-Detods'
Sheet No:
5
7-
i
be^ i
I

MATCH LINE SEE SHEET 3 OF 34
404 WETLANDS
N.C. GRID COORD.
N.C. GRID COORD. 404 WETLAND
N.C. GRID COORD.
N.C. GRID COORD.
N.C. GRID COORD.
1626 5.8892
N= 162605.889
N= 162597.234
N= 162608.514
N.C. GRID -
N= 162595.637
N.C. GRID
N=2289 7..32
E=
E= 2288214.294
E= 2288612.886
.064
N= 162591.064
E= 2288927.025
N= 162578.058
.058
E= 2289276.354
M4
94
13ox
E= 2288672.431
L388
£= 2289139.778
BBX
V
MATCH LINE SEE SHEET 4 OF 34
9 5
LS ,�38 Sow
qg
128x
rlax
_
oax
-
33
925
4Ja LB!29wL88!
(y131X
' �1
J117X
's9x.
j 5
924 L86 28W
0
127X l� �'S
-
404 ETLANDS s�
iD 76x
62x -
'32
/
921
527w
922 L5fi 23 L5� \,5
L91 132X
4r
/
J
/
IO7X
47, nx
81X L131 2
L13
/ �31
920 Ls9 L55
L8426W 31W
L90
1JJX
125X
l�o�
lax
<J
27 72zC7
76X L12617x \Sp
172�7L1287sxL129�x
9 L7920 / l`?030
q�
�,
919 �,
g"125w
�,
L82 taw
12ax L101 v00
5�96
l
1o6x ��
5 ?
75X
22 Tar lax 4
4 12
2J L10%
L125
N.C. GRID COORD.
N= 162471.899
hry
�81 23W/22X1'99
123X
8�91 nsx
1o5x Lj1
6
L95 E= 2289839.351
29 L80 22w
Li y17 C222 J w28 �51 09 21w
,12 13 LJ3 L14 L15 16 23 !2 27 26 917 L78 tow
14 15 ! 26
11 2,g !2s 50 19W
24 C24 25 916 � �11
A
70 P SW
o, 915" 6
\ q8 1
914 L 17w
\\ 6 7 p1 f6w
LINE
BEARING
DISTANCE
L384
S
12'47'19"
_
E
26.45'
L385
N
64'28'55"
E
53.91'
L386
N
4711'39"
W
18.39'
L387
N
37'44'52"
E
100.33'
L388
N
81'17'23"
E
111.80'
L389
S
16'43'05"
W
6.59'
L390
N
10'57'49"
W
19.02'
L391
S
50'12'40"
E
24.65'
L392
S
41'14'47"
E
104.82'
L393
N
69'40'17"
W
44.86'
121X 9 120X
UJ0
L9
L9787X
85X
x
J \'t Oix
L98
9J89X 8HX
104X L713 1112
f00x
G10999X
L102 92x L101 L1090X
LINE
BEARING
DISTANCE
702X
103X
U0g
L1-4 L703
93X
91X
94
S 04'00'52"E
36.68
98X\p 95N 94X
95
S 06'10'48"E
3781
-
l7
36W
96
S 46'42'06"W
48.75
L. 9ax
35W�q,\5v
97
S 60'23'29"W
37. 96
97X
34w
98
S 7870'56"W
7.87
LINE
BEARING DISTANCE
N.C: GRID COORD.
33w
33W 2\1 v
32w LZ h37w
99
100
N 5418'35"W
N 7658'04"W
31.68
30.47
95
96
N 88100'35"W 27.14
S 6929'20"W 28.91
115
116
N 67'50'07"E
N 24'51'26"E
10'5749"W
31.07
46.19
57.59
N= 162304.398
E= 2289823.476
101
S 85'40'58"W
36.90
97
S 763724"W , 37.64
117
N
o J
102
N 4711'39"W
59,74
98
S 8450'25"W 45.38
118
S 10'07'27"W
42.66
1001Y
77vo`9
N Jaw
103
N 47'44'13"W
35.34
99
S 75'49'38"W 32.93
119
S 28'43'51 "E
35.23
L2
99W
73V 74V 76V '11 104 N 3956 44 W 43. 71 100 S 82'14 57 W 30.67 120 S 65'09 18 E 40.87
\ 1 L205 101 N 8210917"W 44.01 121 S 64'39'43 E 54.10 1'o N.C. GRID COORD.
\\ 5 61J L2p6 rn 40W 41W 43w 102 S 76'0395"W 63.08 122 S 73'40'10 E 48.38 �`i• N= 162258.213
\ / a t5w - 72vM O7i 75v L2781 44W 103 N 87'03'41"W 41,92 123 S 7249'09"E 41.16 - gaw
\ \ 910 912 o �ry / 39w gig L2P1 L222 45W a - 11108w 2289844.252
\ 4 5 L43 l 11 4 1� nv 217 "1 104 S 85'21'33"W 37.06 124 N 70'25'47'E 47.92 1 �2
\ 3 L3 6 909 > / L22p 'v 105 S 495928"W 40.62 125 N 6638'55"E 57.21 97W Vry 109W
Lq.2 67v 70 K\ rypry / 42W/ w v46W 106 S 72'24'O6"W 39.35 126 N 7545'17"E 32.62
4w ssv <J ti /
\ \ 2 908 91 9y L / � H47W 107 N 58'33J6'W 46.26 127 S 487027 "E 36.09 �, ry
N.C. GRID COORD. \ \� �1ti �'` Li98 iL200' / / / �aaw 108 N 7323'53"W 63. 78 128 S 89'38'09"E 44.79 9s�y
\ \ b, 46v s5v i 69V l2 �49w 109 N 7554'43"W 52.23 129 N 81'5252"E 46.57 1,
N= 162208.772 \ \ 1Jw 45v �/ save ? 1 .
\ \ \ 907 L71 L777m rn / rn N 110 N 69'40'17"W 47.36 130 N 552T51 "E 58.28 9s �ry now
E= 2287044.967 \ \ 4 12W \16 i. sav/ 7i - 19
\ \ 44V �, 7 47V ry Sow ill S 774537"W 28.14 131 N 88721176E 19. 73 ry
\ \ L 0 0 h G 63V �' / / v 5/W 112 S 7T4530"W 46.97 132 N 66027466E 24.34
\ \\ \\ 906 43V \11 113 N 77'49'04"W 25.23 133 N 58'13'35"E 16.72 %s\' Ol 11w
\ \ oav 52W 114 N 01'01'43"E 30.57 w4 O / ry0
�y9 Nw 21V 42V^ m_ 62V 61V �9 rn / / / // v 2J�555W ,o `9?f ry69
\\\ \\\ 905 IOW q<7S422V J49V S6W f 0\112W
,� �y0 91 l�S 13V 41 V 1 59 V a, "� JJ 57W 58W
3035 3034 3033 \ \\\\ \\\\ 904 V9 �6� 9W. 20V11 Sl&S 24V25V 27V 40V \\ / -1 r�yBV 9 / !?JF l2Jl`''135 W 82W £ 4 og1166� �' �ry I73W
\ \ h s 26V 28V 39V 50V 60w 81w
\ \ 31 6aw v58 Us0 0 55V n L2581 m ry
3036 \ \ \ \. V0 38V �'\ N £ '� 3 114W
J032 \ \ 903 7W 19V L757 LI 29V 37V / 05 L166 / N S 83W 6
\\ \\ 902 Lj6 L65 / 35v fp0 69 52v �1 / / �61W 72W v 80W / 91c, \� L262 1, L264 �0^J
\ \ 901 35 sw `; 3av 66 ` �\ L784 71Wo, coL26 4115w
3031 \ N.C. GRID COORD. \\ -000, 3a L �64 Iav °�., [ J632v Lh U6T3sv l�' saw °` 2A £ 4 / saw ti8 nsw
N= 161986.b,5bE= 2287183 923 \ \\ y'h5W w L1 33v\6/ / / / / / / �9 240 sow saw 695 7owL2 9/�/ l s L25n `nL25P£L253 <2s n5hew5L28
.3\0 1 17V
3029 3022 \ \
3027 3024 \ \\ \\ p 2WJw
3o2e /30263o2s 3oz3 N.C. GRID COORD.
\ N= 161910.401 \\\ \\\ 16�
E= 2287232.512
\ \\\\ \\\\ 15V /
fiV l4aVu
91
3009 3017 \ \\\\\\\ 8vv
3011 3016
404 ETLANDS
3001 3013 3015 \ \\ \\\\\ 4v 1,\51
3014 J
N.C. GRID COORD. \
\ N= 161481.763 \
E= 2287489.239
\\V A
LINE BEARING DISTANCE
i N 3334"E 4J.6 52
2 N 52327096E 43.62
3 S 7651'50"E 37.69 \
4 N 61'4244"E 31.33
5 N 52'06'11 "E 72.87
6 N 71'48'34"E 53.04 \ \\ \\
7 N 51'42'40"E 46.36 ` n \\\\\ CENTERLINE OF ROAD
8 N 8037'15"E 22.60
9 N 27'41'57"E 23.84
70 N 384938"E 51,09 iS S 8816'05"E 795.07
71 N 08178'32"E 28.68 \\\\\\\\ lam' /
12 S 88'3454"E 43.97 J
13 S 74'3821 "E .40 .\ 14 N 6950Ji"'E 3131.40 V,
15 S 805p5'10"E 24.29 V "
16 N 0800J2"E 24.97
17 N 0008'03"W 15.91
18 N 12 33'51 "E 18.04
19 N 81'47'51"E 11.56
20 S 50'35'14"E 36.93 \ \ \
21 S 7255'13"E 60.60 \\\\\ 38
22 S 10'40'59"E 24.63
23 S 6774'D2"E 55.90 \ \ \
24 S 7823'35"E 48.67
25 N 65'31'00"W 30.17 LINE BEARING DISTANCE
26 N 58'51'56"W 11.11 60 S 6409'10"W 21.01
27 N 555754"W 22.87 61 S 4919'18"W 24.30 /
28 N 2433'05"W 29.71 62 S 56'48'50"W 48.67 \\\\\\
29 N J6'26759"W 52.23 63 S 51'2858"W 4Z37 \ \ 44 / 404 WETLANDS
30 N 44'08'28"W 17.25 64 S 5544'12"W 53.41 \ \
32 N 36'2016"E 35.70 66 S 38*13'10"W 34. 11// /
33 N 12'17'06"E 42.59 67 S 675526"W 40.51 \ \ "' /
34 N. 76'15'21"E 38,01 68 S 4901'31"W 44.13 \ \\\ \\\ 5s
35 N 732827"E 45.83 69 S 55'05'17"W 45.18
36 N 6425'12"E 38.29 70 S 58'27'48"W 80.76
37 N 51'09'12"E 51.20 71 S 72'51'35"W 70.02
38 N 4232'12'E 57.90 72 S 4707'59"W 43. 00
39 N 5257'30"E 44.33 73 S 43'11'18"W 64.02
46 N 62'14'11 "E 90,22 74 S 54'08'35"W 63.84
41 N 43'3222"E 52.02 75 S 612652"W 61,05
42 N 66257326E 56.92 76 S 5344'51"W 60.04
43 N 71'11'28"E 47.D8 77 S 475520"W 54.37
44 S 445526"E 29.59 78 S 72'22'09"W 85.37 \ \ \
45 N 64'16'08"E 53.27 79 S 76'53'39"W 53. 95
46 N 5027'18"E 45.01 80 S 724J23"W 79.31 \ \\
j 47 N 35'48'30"E 61.62 at S 5656'59"W 31.90 \\ \\ 9S ! L36672S
i .46 N 68'07'09"E 76.03 82 N 89'41'36"W 38.72 11S
\61
/ 49 N 22'31'29E 30.15 83 S 3509'14"W 38.23 \\ \\ J6 to$
S
50 N 4738'19"E 30.73 84 S 8475'47"W 41.15 \\\ \\\ 1os 135 w 1
i1 51 N 58'4320"E 107.31 85 S 50'4736"W 43,61 /
28
52 N 1611'09"E 28.93 86 S 82'18'11 "W 44.97 \ >
j 53 N 21'12'00"W 29.75 87 S 72'17'18"W 58.98 \\\ \\ .yy S
54 S 7228'22"E 19.01 88 N 8452'01"W 32.92
55 N 77'16'33"E 55.78 89 S 263443"E 46.03 _ 3� \\ \\
56 S 8350426E 40.46 90 S 87*45'I1 "E 28.18
57 N 6427'50"E 45.40 91 S 79'09'01"W 42.48 \\\\\\ 48�
58 N 43'14'37"E 52.85 92 S 24'37'01 "W 31.01
59 N 695324"E 68.87 93 S 4245'01 "W 58.89 \\ \\
se
N.C. GRID COORD.
N= 160555.503
E= 2288128,294
\SHEET 6 OF 34
I75W
m
"1 a
J M
184W
174 W
J
185W 73W !
J
SQ 186w
jN188W
/lam
l89W
jh
J
190W
M
J
191W
/Om
"1
N.C. GRID COORD
193w N= 161257.912
E= 2288498.542
IC
/ 11
i
2C
ro
n
3C
l�
9
4C
0
m
5C
/ li+
w
6C
N
7C
�:p117W
vry
011 law
ry
_%288rtsw
F
1 404 WETLANDS I
g8 t29w
/ L2
'144W phi / / p0 L2 130W
132w31W LINE BEARING DISTANCE
�Al \dry41 - 136w 277 S 6337'50'W 39.37 319 N 1841'41"W 67.20
j j j / 14m L315 L 7y J ,��/ �Q1, 133W 278 S 33'44'50"W 7Q73 321 N 09'12' JI"E 0.40
O 304 L303,\" 279 S 4071'00"W 50.37 321 N 2T1231 "E 20.40
281 S 25*3433"W 2.58 322 N 37'14'56"E 29.99
281 S 37'2 J3"W 42.95 324 N 56'1457"E 20.93
282 S 3720'47"W 37.18 324 N 03'18'54"E 24.14
149 J 283 S 44'06'08"W 27.18 326 N 40'28'01 "E 26.14
139w L307 284 S 752547"W 27.82 326 N 657097406E 23.49
j 1Jaw 285 S 50'5752"W 30.71 327 S 725524 E 28.36
257 S 30'32'53"W 47.15 328 S 53'S9'49"E 19.83
15m 288 N 82*2616"W 27.56 330 S 89'12'56"E 3Z79
/ 289 S 80'33'56"W 26.98 331 S 8233'01 "E 35.17 O
291 N 71'04'25"W 211.06 333 S 8610'05"E 35.61
34p2w �j 151 - 292 S 4422'10"W 19.18 334 S 50'0326"E 28.32 w
294 S 37' 0'25 "E 29. 49 335 S 337167457E 18.67 _W
g - 294 S 1073072577E 29. 41 336 S 50'06'56 "E 29.75 V)
770w <JJ8 ^ 152 295 S 432758"W 25.81 337 S 08'23755"W 23.00 W
169W `b 296 S 083853"W 42. 03 335 S 59'35'10"E 37.29 W
53 298 S 63'07'00"W 25.27 340 S 70'44 20"E 42.22 2
�3 v 299 S 74'05'05"W 33.69 J41 S 30'58'56"E 44.83
300 S 51'14'06"W 36.89 342 S 18'16'11"E 64.61 =
\61� .11 lJJ /�32 161,p 459 /// g ss 302 S 52 40 J3"W 25.96 5..14 344 N 29 2�'12"W 87. 69 Q
303 N 865724"W 28.95 345 N 29'5328"W 57.38
\ . N L333„ L331_ L330 L32 L3 \' 304 N 77'30'16"W 27.90 346 S 2527'01"E 44.13
lJ2)158 157 305 S 16'10'48"W 41.73 347 N 092073"E 56.76
E 306 S 29'0457"W 27.28 348 S 02'46'49"E 52.33
307 S 81'50'52"W 26.03 349 S 0127'49"W 72.96
308 N 05'30'03"E 39.94 350 S 48'55'10"E 17.74
309 N 55'07'40"W 34.77 351 S 17'20'46"E 25.10
310 N 09'25'04"W 33.82 352 S 2223'15"E 29.33
311 N 56'31'04"W 15.19 353 S 2931'O6"E 14.91
. 312 N 687724"W 22.38 354 S 04'47'03"W 8Z 73
J13 S 53'0026"W 31.65 355 S 06'20'01 "E 41.13
314 S 55'14'03"W 2Z36 356 S 1733'54"W 55.63
315 N 79'15'21"E 28.27 357 S 11'15'07"E 33.44
316 N 00'19'53"W 34.64 358 S 12'10'51 E 30.62
317 N 34'22'03"W 3765 359 S 07'43'06"W 42.53
318 N 19'33J4"W 43. 30
LINE BEARING DISTANCE
134 N 40'49'53"E IZ37 182 S 03'22'16"W 44.75 230 S 16'38J9"W 18.93 CENTERLINE OF
135 N 0539'36"E 55.08 183 S 86'14'43"E 15.11 231 S 38'4435E 17.45 ROAD
136 N 11'18'14"E 52. 39 184 N 663227"E 28.46 232 S 38'1937"E 19.52
137 N 57'13'18"E 23.55 185 N 49'27'5J"E 27.67 233 S 64106'05"E 20.64
138 S 78557566E 43.95 186 N 78'14'37"E 43.71 234 S 5746'57E 21,36
139 N 1532'42"E 47.10 187 N 68'06'25"E 22.24 235 N 8539'12"E 1Z12
140 N 1027'04"E 35.43 188 N 692239"E 32.76 236 5 6344'08"E ID47
141 N 2737'46 E 36.13 189 N 20'2632"W 16,67 237 S 413731"E 22.16
142 S 8850'24"E 17.66 190 N 19'53'06"W 19.55 238 S 2625'02"E 44.38
143 N 50'3658"E 22.91 191 N 11'17'51"W 21.65 239 S 4151'03"E 4Z59
144 N 6132'47"E 26,63 192 N 512228"W 15.46 240 N 80'30'38"E 17.26
145 N 79'39'09"E 31.78 193 N 82'53'48"W 20.45 241 N 85'03'04"E 21.53
146 N 1023'49"E 41.95 194 N 1108'47"W 25.41 242 S 16'03'26"E 26.09
147 N 02'3648"E 45.49 .195 N 48'57'08"E 25.40 243 S 68'19'50"E 19.94
148 N 0152'42"E -46.85 196 N 1036'15"E 26,90 244 N 7221'54"E 71.27
149 N 05'11'24"W 60.26 197 N 472933"E 22.77 245 N 73'08'41 "E 18.54
150 N 05'56'14"E 48.60 198 N 75'0627"E 22.95 246 N762854"E 31. 15
151 N 14'18'10"W 38.61 199 S 71'04'34"E 19.39 247 N 68'1558"E 29.27 LINE BEARING DISTANCE
152 N 1757'37"E 45.10 200 S 882525"E 20.00 248 N 41'44'02"E 31.06
153 N 09'33'11"E 22.51 201 N 5358'01"E 23.52 249 S 49'4248"E. 61.15 361 S 12'51'09'103"W 29.34
25
154 S 67'07'58"E 25.40 202 N 43'15'57"E 26.78 250 S 86'00'26"E 23.01 361 S 64'06'3"W 29..0
155 S 4475'37"E 21.15 203 N 2249'20"E 19.41 251 N 71'09'05"E 25.57 362 S 64'06J9"W 4.06
156 S 4935'15"E 43.04 204 N 4436'177E 25.43 252 N 77'40'44"E 26.31 363 S 563014"W 44. 5
157 S 8508'56E 22.71 205 N 8226'59"E 30. 73 253 N 8222'02"E 41.33 364 S 23'04'31"E 58.89
155 S 8537'01"E 19.57 206 N 777855"E 15.94 254 S 6851'49"E 35.58 366 S 46'3435"E 58.02
159 N 87'11'18E 29.38 207 N 36'02'34"E 12.69 255 N 50'51'46E 22.16 367 N 78'2328"E 59.02
367 N 697057176E 32.37
I61 S 15*0845"E 19..05 208 N 01'59'47"E 2199 256 N 15'20'41 "W 29.23 368 S 555222"E 13.84
161 S 157087446E 19.05 209 N 32'07J8"W 29.35 257 N 09'12'21"E 21.08 369 S 31'24'35"E 56.05
182 S 27'06'07"E 27.83 210 N 69'53J0"E 19.04 258 S 8938'57"E 23.87 370 S 567167236E 27.49
163 S 697527436E 41.47 211 N 667257406E 27.30 259 S 47'48'24"E 28.05 371 S 48'5222"E 42.35
164 S 85'04'29"E 28.64 212 N 6103'24"E 28. 7.3 260 S 3759'58"E 33.69 372 S 31'36'43"E 74.58
165 N 3851J6"E 22.36 213 N 51'4226"E 16.78 261 N 66'31'22"E 43.08 373 S 36'04'35"E 80.30
166 N 702226"E 21.03 214 S 14'41'59"W 32.52 262 N 75'58'41"E 34.38
374 S 25'O7'12"E 114,90
167 S 82737526E 27.25 215 S 0Tl6'31"W 41.53 263 N 60'47'47"E 35.10
168 N 3307'31"E 17.50 216 S 20'26277E 57.83 264 S 8900'OD"E 30.38 375 S 357457036E 102.34
169 N 60'15'24"E 20.78 217 N 71'43745"E 17.03 265 N 46715256E 23.97 376 S 39"42'16"E 58.71
170 N 32'44'07"E 25.72 218 S 82'2332"E 17.75 266 N 7J'16'47"E 29.73 377 S 02*40'05" 73.99
378 S 02'40'05"W 114,45
171 N 24'15'54 E 18.77 219 S 6226752E 3321 267 N. 56'S7b4"E 29.27 379 S 4105'43"E 56,37
172 N 46757546E 18,77 220 N 700T57"E 18,41 268 N 5J'19J9"E 21.24 380 S 1624'37"E 77,21
173 N II'I 9'32"E 35.02 221 S 8256'31'E 26.46 269 N 49'13'25'E 27.18 381 S 307477536E 82.20
174 N 7 46
'E
0 09 28
i
222
223
N 89 31 29 E
S 14'2336"W
34.04
17.09
270
271
N 42'29 44
N 38'06'51"E
26.99
36.40
19'15'34"W
-c';C
175
N 4521'58"E
28.18
224
S 05'27'18"E
25. 02
272
N 4T50'07"E
43.92
383 N 20680
'-�1'+-fta.
i
177
N 7945'36 "E
19.83
225
S 17 54'51 "E
6.70
273
N 48 2131 "E
51.79
178
S 09'02'14"E
18.78
226
S 42'18'45"E
23.45
274
N 49'38'52"E
42.96
179
180
S 31'46'17"E
S 1428'09"E
36.16
27.77
227
S 1659JO"E
I&38
275
N 36'03'54 "E
50.31
181
S 03'18'46"E
47.00
228
S 173928"W
13.09
276
N 65'4436"E
38.71
229
S 16'4837"W
.I7JI
MATCH LINE SEE SHEET 9 OF 34
HANOVER DESIGN SERVICES, P.A.
29
N.C. GRID COORD.
LAND SURVEYORS ENGINEERS
LAND PLANNERS
N=160528.777
E= 2288669.229
100' S0'
0
100'
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
SEE COVER SHEET
FOR
NOTES
PHONE: [phone]
SCALE IN FEET FAX: [phone]
1. _ 100FT (�
8829- W6. DWGJLW
k

N.C. GRID COORD.
N=164596.646
E= 2288048.284
MATCH LINE SEE SHEET 2 OF 34
N.C. GRID COORD.
N= 162626.276
E= 2287714.900
404 WETLANDS
a 404 WETLANDS
la7
83Z
87Z
16Z
91z
1,63 74Z
<B2 73Z
61 72Z
115Z
J
114Z
fl07
107Z
T
c 106Z
m
105Z
J
104Z
m
� IOJZ
h
f 102Z
I'folz
j�7 95Z
,a7, 94Z
93Z
LINE
BEARING
DISTANCE
L376
N
70'55'35"
W
12.52'
L377
S
59'31'47"
W
187.56'
L378
S
55'20'52"
W
84.17'
L379
S
82'45'04"
E
21.40'
L380
N
11'38'54"
W
6.35'
L381
S
38'27'09"
W
36.87'
L382
S
22'14'28"
E
97.44'
L383
S
27'58'39"
E
125.11'
L384
S
1O'l2'53"
E
111.83'
L385
S
59'00'26"
E
68.99'
L386
S
23'19'50"
E
48,02'
L387
S
78'24'31"
E
5.69'
L388
S
82'58'48"
W
6.18'
L389
S
18*20'36"
E
36.04'
L390
S
24'13'47"
E
44,31'
L391
S
31'25'22"
E
58.70'
L392
S
30'47'06"
E
19.36'
L393
S
24*02'13"
E
16.41'
L394
S
16'49'03"
E
10.76'
L395
S
08'48'29"
E
30.02'
L396
S
04'52'48"
E
35.94'
L397
S
01'l3'27"
W
19.16,
L398
S
11*08'07"
W
5.97'
L399
S
20'32'09"
W
16.50'
L400
S
14'53'20"
W
26.28'
L401
S
13'14'35"
W
19.04'
L402
S
05'35'46"
W
12.68'
L403
S
14'31'24"
W
18.54'
L404
S
10'35'05"
W
26.88'
L405
S
05'05'46"
W
51.22'
L406
S
41'17'36"
W
21.31'
L407
N
24'37'32"
W
10.44'
L408
N
25*58'11"
E
118.97'
L409
N
33'36'25"
E
47.55'
L410
N
27'39'34"
W
19.87'
L411
S
14'27'06"
E
119.50'
L412
S
76'39'13"
W
28.02'
L413
S
64'04'55"
W
58.81'
L414
S
45'08'44"
W
15.00'
L415
N
78'44'30"
W
8.50''
L416
S
68'08'09"
W
29.23'
L417
N
89'13'58"
W
21.36'
L418
N
75'17'13"
W
68.75'
L419
S
70' 1 1'44"
W
81.58'
L420
S
52'54'37"
W
55.31'
L421
S
79*44*41"
W
30.30'
L422
N
82'36'27"
W
43.37'
L423
S
76'32'50"
W
28.76'
L424
S
64'28'55"
W
53.91'
L425
N
12'47'191.
W
26.45'
L426
N
16'43'05"
E
6.59'
L427
S
81'17'23"
W
111.80'
L428
S
37'44'52"
W
100,33'
L429
N
55-33127"
W
37,40'
L430
N
81'39' 10"
E
51.00'
L431
S
50'12'40"
E
3.35'
L432
S
38'27'56"
W
4.04'
69Z
K�S
' BZ
<r 67Z
65Z
n 6J7
wL52
s 62Z
4Z
<`SO 61Z
26Z
14Z
15Z
n
I6Z J
-)
1
17Z v
18Z
w
19Z p
20Z
0^
N
zu
r
Im
7Z
87 .AN.
97
57
,0'I L` 62 063�
11 a� 19X L159 6D L 16x 14X 13L
12Z, 18 Li 17x
0 N 18x
$ y120X
by L156 21X
22X
25X
zsx
N �
27X
j
�2Bx
r
m
N7 29X
JOX
36X
39x
Emg
57z 404 WETLANDS 3IZ o -1 / n!x
i
m� �� v 43Z 42Z 32Z po w a 404 WETLANDS i
/ �� � L219C
404 WETLANDS 117 JJZ
/28 65
_26 6'-27 64
62
61
P 60
i
57 52 53
54 58
�7, L73 ¢g Lik 50 !ice �'
48
7 56 4
20 57
�a
46
45
44
L843
!- 42
41
L3 39 L4 40 L5
38
L252
925
MATCH LINE SEE SHEET 6 OF 34 N.C. GRID COORD.
N= 162573.555
E= 2288149.622
SHEE T 4
68
931
932 e
931 424 z
/-//
9926��,','
OF
4Z
3Z 2Z
fox
L1716x
7x
LINE
BEARING
DISTANCE
1
S 83'39'31'E
35.84
66
N 16 02'51 "W
28.10
2
S 7970'37"E
74.76
67
N 2934'41"W
39.03
1
3
N 7504'47"E
36. 22
68
N 25'09'54"E
26.31
4
N 8534'49"E
34, 03
69
N 1409'16"E
34.52
5
N 7971'15"E
46.48
70
N 24'21'08"E
23.83
6
N 557358"W
9.69
71
N 46'34'54"E
24.92
7
N J472'07"W
31.99
72
N 5955'39"E
25.36
8
N 6972'47"W
15.25
73
S 58'37'28"E
22.24
9
N 19'5247"W
23.87
74
S 37'41'56"E
15.18
\
10
N 15'42'09"W
43.86
75
S 41'31'43"E
17.40
11
N 2175'40"E
44.44
76
S 4346'42"E
21.91
12
N 534422"E
36.65
77
N 86'47'39"E
20.61
13
S 8256'20"E
50.11
78
S 6370'59"E
19.29
`
14
N 73'41'59E
39.91
79
N 7845'17"E
29.51
15
N 31'05'02"E
40.94
80
S 8532'58"E
39.95
16
N 71'01'44"E
J5.34
81
N 67'33'34 E
22.27
17
S 740655E
34.39
82
N 58'02'09"E
36.19
`
18
S 20'I3'52 E
25.53
BJ
N 2905'42"E
17.61
19
S J245'13 E
55.J4
84
N 155429"E
25.25
\
20
S 7655'00"E
32.83
85
N 51'3736"W
5.01
O
21
N 2658'18"W
41.12
86
N 06'19'32"W
38,44
cn
`
22
N 1608'08"W
39.36
87
N 2921'38"W
21.87
cw
2J
N 02'17'28"E
33.91
88
N 2236'18"W
IZ60
24
N 4J23'38"W
19.11
89
N 1537'15"W
36.94
w
25
N 075425E
37.54
90
N 19'4635"E
22.73
` `
26
N 795032"E
32.82
91
N 10'3946"W
29.41
27
N 8105'59"E
33.23
92
N 02'06'09"W
23.00
N
`
28
N 68'45'08"E
31.43
93
N 00'15'05"W
36.52
29
N 42'01'29"E
38.09
94
N 02'56'51"W
23.33
31
N 61'30'56"E
18.44
95
N 027234"E
20.58
N
32
S 7429'04"E
21.94
96
N57'33'12"W
29.92
`
33
N 52'20'50 E
32.67
97
N 152725"W
1743
34
N 300875E
25.18
98
N 052725"W
44.43
\
35
N 7002'52E
27.72
99
N 0930'57"W
5Z78
36
N 47'01'23"E
16.63
100
N 04'07'52"W
72.47
`
37
N 4755'09"E
31.33
101
N 07'1839"£
36.16
38
N 6J5436 E
17.92
102
N 0075'04 E
70.33
`
39
N 287624"E
30.54
103
N 0453'08"W
5J. 02
40
N 7305'22"E
20.93
104
N 2306'11 "W
83.00
41
N 60'48'09"E
2Z42
105
N 3515'42"W
61.92
42
N 7553'16"E
20.61
106
N 3909'39"W
78.83
43
N 68'10'43"E
16.52
107
N 4607'02"W
89.66
44
N 1642'09"W
27.51
108
N 2908'58"W
81.29
45
N 27'39'34'W
22.23
109
S 1007'27"W
42.66
46
N 2129'02"W
18. 83
110
S 49'18'49"E
29.98
` 47
N 2812725"E
22.51
ill
S 2754'47"E
48.03
48
N 5112'27E
23.43
112
S 1908'43"E
35.15
` 49
N 14 33'26'W
33.32
113
S 89'14'09 "E
5J 41
50
N 52'38'09"W
28.51
114
S 4031'35"E
46.99
' 51
N 470638"W
24.39
115
S 59123'31"E
49.96
52
S 7930'07"W
33. 75
116
S 452136"E
27.80
` 5J
N 23'5123"W
20.16
117
S 75'01'00"E
59.32
54
N 3805'31"W
30.51
118
S 5222'46'E
29.05
55
N 54 3655"W
22.69
119
S 40'04'00 E
35.02
56
N 61'39'09"W
41.45
120
S 35'11'24 E
IZ92
'3X
57
N J93735"W
31.98
121
S 82'46'41 E
19.13
Z \ 58
N 68'01'18"W
38.63
122
S 83'36'25"E
44.85
x
59
N 88'16'33"W
4Z 48
123
S 394139"E
52.11
t- 60
N 51'34'72"W
26.74
124
S 31'33'10"E
37.55
1r 61
N 68'32'05"W
29.J4
125
S 115J'50"E
36.58
a \ 62
N 617831'W
34.55
126
. S 05'22'39"W
59.35
63
N 80'35'19"W
24.13
127
S 23'31'11'W
40.95
64
N 73'49'01 "W
31.30
128
N 78'55'49"W
25.13
65
N 544324"W
27.34
129
N. 84'46'47"W
27.52
404 WETLANDS
00
N.C. GRID COORD. /
N= 163438.912 t
E= 2289580.560
51Z52Z 45Z r1, PQv / `� N / v O sox L129
46Z �`1' v / -' 35Z c ry L 128 <
`V g / 38Z c1 J N v +eX �p L387
47Z v 6 o a 61x 4 i 3� 4"
<N L225 / /377 L21 /o " N 4ez L 132 L133
953 952<2?6 i 948i[23
9572.yp �194 5V
h N
950 22949 946 n six -
M <J
945 J 600 �Ssr
J 55X 56X
944 9� L 122 57x
ry�``I oT L 121 �aO56X
940 [23941 942 43v�Z� !59X
59
LZ 256
G o <Z2�Ox
1 938 L23 L 's L1» 61x
is 62X
u� L2426L2417�b// / , <,
404 WETLANDS
I
131X / �6�\I27X
N.C. GRID COORD.
N= 162565.271 N.C. GRID COORD.
E= 2288572,912 N=162557.556
E= 2288700.494
34
WATERS OF THE U.S.
4X < 110x
115X L•),6y�c'e L430 A`7i 2
L427 HO 113X IU0ry�k
H116X < �`L
L 426 ?e 112X
N.C. GRID COORD.
�ry� rn N= 162559.045
E= 2288929-593
L113 65x
64X
66X
r�
� BIX
f09X
0 108X
69x' N.C. GRID COORD.
'1mx N=162565.032
N.C. GRID COORD. E= 2289268.854
N= 162521.522
E= 2289150.730
JB
MA
130
N 5279'00"W
30.96
194
N 04'55'40"E
45.39
255
N 57'51'06"E
58.97
131
N 33'16'43"W
28.60
195
N 11'37'16"E
47.73
256
N 58'15'28"E
37.36
310
N 57'1956E
51.82
132
N 7824'31 "W
22.99
196
N 1252'537E
26.58
257
N 5772'S8"E
36.50
311
N 07'46'11 "E
35.92
133
S 672874"W
34.41
197
N 32'35'S2"E
41.80
258
N 50'39'45"E
23. 26
312
N 745437"E
42.14
1J4
S 3327'05"W
46.51
198
N 13'1029"W
34.18
259
N 582943E
1705
313
N 6572'54"E
44.36
135
S 0950'46"E
63.04
199
N 37'29'38"E
19.54
260
N 562526E
39.27
314
S 392737E
40.47
1J6
S 25'04'05"E
41.9J
200
N 31'5942 E
23.65
261
N 50'47'12E
32.10
315
S 75'19'33"E
40.51
137
S 48'08'13"E
51.99
20I
N 3739'43"E
11.63
262
N 4638'45E
38.77
J16
N 2273'14"E
32.86
138
S J2'59'48"E
29.54
202
N 0008'15"E
28.79
263
N 7633'19'E
31.32
317
N 2455'16"E
25.00
139
S 36'1721"E
22.48
203
N 4649'09"W
16.70
264
S 63'41'01"E
30.44
318
N 7006'05"E
-39.40
140
S 5307'57E
42,44
204
N 2839'19"W
21.55
265
S 863079'E
18.29
J19
S 82'45'48"E
32.26
141
S 0273'18'W
31.74
205
N 0972'04"W
18.10
266
N 062823E
64.60
J20
S 7974'04"E
31.99
142
S 5129'48"E
32.76
206
N 0122'59 E
26.99
267
S 702656E
28.60
J21
S 42'48'31 E
32.98
143
N 2002'06"W
29.61
207
N 05'40'06"W
19.74
268
S 7673'24E
14.63
322
S 17'18'44E
48.16
144
N 11'4745"W
33JJ
208
N 13'06'11"W
32.04
269
N 8937'26"E
72.37
323
S 38'48'16"W
49.24
145
N 4727'51"W
24.05
209
N 0233'01"W
34.02
270
N 4454'51"E
28.01
J24
S 16'24'36"E
20.95
146
N 6538'10"W
19.66
210
N 01'12'14"W
25.99
271
5 7908'55"E
73.21
325
S 4723'01'E
18.86
147
N 4801'54"W
33.32
211
N 07'40'50"W
30.2J
272
S 28'40'01 E
33.J2
J26
S 10'52'33"W
38.49
748
N 397254"E
28.56
212
N 0236'58"W
39.72
273
S 083355'W
19.72
J27
S 06'13'09 E
51.67
.149
N 05'40'08"W
J4.48
213
N 8647'14"E
29.57.
274
N 8408'15"E
28.54
328
S 2020'10"W
15.42
150
751
N 1578S6"W
N 0101'27"W
37, 73
214
S 12'33'11"E
27.42
275
S 27'13'23"E
30.63
J29
S 21'44'12"W
36.38
15
N 25"W
2ZIJ
26.71
215
S 16'37'57"E
42.71
276
S 3703'37E
34.41
JJO
S 05'53'32"E
33.31
153
N 20'36'036'06"E
26.7B
216
S 78'10'07"E
25. 11
277•
N 8J'44'08"E
26.94
331
S 14'5725"W
42.47
154
N 0'E
23.7
217
S 64'4655"E
46.10
278
N 1057'49"W
5759
J32
S 43'12'19"W
20.54
156
30*19*
N 307905"E
375
218
S 4772'04"E
26.88
279
N 3921'36"W
45.07
J33
S 6034'08"W
30.77
157
N 6907*Jl"E
219
N 774622"E
22.63
280
N 6356'15"W
49.05
334
S 6736'07"W
21.76
158
N 30*49'3 "E
39.12
9.12
220
N 05'40'20"£
. 34.20
281
S 382756"W
25.30
335
S 85'33'39"W
25.98
158
N 50'4931"E
28.93
221
N 19'46'05"E
19.96
282
S 40'13'56"W
JO. 46
J36
S 45'10'26"W
16.63
159
N 8555'03'E
33.60
222
N 3227'JJ"E
28.41
283
N 553327"W
41.52
J37
S 70'12'21"W
23.71
160
N 67'46'49"E
31.27
223
N 2973'41"E
18.23
284
N 4252'47"W
33.95
338
S 6206'26'W
22.09
161
N 60'48'37'E
30.70
224
N 243732"W
20.88
285
S 56'28'57"W
51.08
J39
S 61'32'07"W
25.18
162
N 5971'57E
11.90
225
N 87'14'J5"W
40.06
286
S 16'43'05"W
16.62
340
S 55'45'43"W
"W
32.44
163
S 82'4504"E
26.57
226
N 63'12'14"W
49.77
287
S 04'00'52"E
36.68
J41
S 65'19'31
19.96
164
S 7531'02"E
27.71
227
N 543204"W
22.75
288
N 39'56'44"W
43.71
342
S 7744'38"W
32.60
166
N 8 "E
26.5
228
N 555322"W
20.89
289
N 27*29'04"W
36.26
343
N 8375'39"W
36.01
167
*42'1
N 78'42'41 E
24.97
229
N 7071'58"W
23.80
290
S 71'0131 "W
45.27
344
S 860I37"W
30.51
167
N 62'S9'41"E
24.97
230
S 56'05'40"W
4Z27
291
S 42'45'01"W
58.89
345
S 65'55'13"E
36.75
168
N 34'41'41"E
24.96
231
N 73'31'04"W
29.68
292
N 13'30'09"W
60.55
J46
S 42'14'18"W
45.90
170
N. 6400'31
28.52
232
N 0203'46"W
31.09
293
N 12'40'09"W
50.61
J47
N. 7220'13"W
"W
28.90
170
"
N 6J38"46"E
31.02
233
N 09'32'51 "W
33.11
294
N 16'2534"E
63.33
J48
S 0238'51
35. f 0
171
N 69*3425"46'23'39E
20.9
2J4
N 1038'08"E
47.72
295
N 1728'43"E
59.91
349
S 11'56'16"E
34.08
173
N 4673'39 E
22.11
2J5
N 28'33'59"E
46.91
296
N 245946"E
9Z16
350
S 29'38'07"W
43.13
173
N 294432"E
22.1I
236
N 6150'42"E
22.65
297
N 68'42'00"E
52.34
J51
S 3706'27 E
26.54
174
N IJ29"27"E
23.85
237
N 8857'08"E
36.79
298
N 22'34'52"E
71.38
352
S 02'11'18"W
20.34
176
N
17.30
238
S 80'59'08"E
47.11
299
N 2227'11"E
47.79
353
S 373642"E
55.62
17
70'30'46"W
N 70'S535"W
239
N 63'37'03"E
59.95
300
N 17'33'46"E
50.82
354
S 02283E 5
38.80
177
S 244842"E
23.24
240
"
N 275236E
35.12
301
N 59'4729 E
97.24
355
S 16'28'38"W
42.89 /•/•
17
N 6077'53'E
.24
2781
241
N 72'16'15"E
49.42
302
S 28'S9'00"E
5761
•/"
/•
179
S 6606'10"E
31.01
242
S 8272'00"E
31.60
303
S 03'3552"W
53.92
180
N 70'43'20"E
54.74
243
S 5129'25"E
53.24
J04
S 0806'29"E
55.53
181
N 58'58'44"E
72.22
244
S J534'05"E
27.77
305
S 43'05'46"E
54.70.
/"i•26q.,11
182
N 50'40'34"E
57.66
245
N 4322'51"E
37.05
306
N 39'56'33"E
36.26
/•„
184
N
247
S 7976'34"E
307
N 47'48'40"E
45.23
2
184
53'5324E
N 53'S329"E
28.7
28.72
247
N 30'41'20"E
40 4
40.47
J08
N 0903'14"W
38.08
/
./• '�j$
6$
185
N 58'19'11'E
65.93
248
N J4*47'39"E
43.28
J09
N 39'00'S5"E
42.37 /•
/
N
187
N 62'33'07"E
249
N 2655'00"E
42.60
•
188
N 49'17'57 E
46.42
250
N 11'2627'E
43.38
189
N 67'17'24 E
28.04
28.48
251
N 565254"E
63.49
-
/./•
190
N 463924"E
48.48
252
253
N 69'53'24"E
N 20'4535"E
68.87
45.92
/•/• i
356
S 2104'42'W
38.36
190
N 5633'13"E
30.38
/• iY
L1N
357
S 13'53'43"W
61.85
191
192
N 11'1339E
N 041372"E
21.24
62.97
254
N 52'S7'57"E
29. 12
/•
/' ER
358
5. 123226"W
32.30
PROP
J59
S 23'51'15"W
39.78
193
N 2201'51"E
J3.30
/•/•
J60
N 5272'43"W
41.54
361
S 76'3556"W
JO. 41
nn
SEE COVER SHEET FOR NOTES
N.C. GRID COORD.
N= 162562.036
E= 2290183.199
100' 50' 0 100'
SCALE IN FEET
I' - 1 DDFT
362 S 25 56 56 W 63.11
363 S 00'5335'W 43.14
364 S 1907'16"W 46.42
365 N 7907'53"W 41.45
366 N 4370'14"W 50.65
367 N 07'49'07"E 37.41
368 N 44"5454"W 63.54
369 N 29 3557"W 35.31
�g J70 N 55'40'32"W 72.58
371 N 03'51'42"W 4701
372 N 02'4922"W 57.58
373 N 477426"E 45.22
374 N 0347'42E 64.27
375 N 13'05'26"W 70.52
458
ro
0
U
Z
N.C. GRID COORD.
'N= 162734.961
E= 2290847.218
/ 404 WETLANDS '.
�'-T�--�-.-a, _.,. 7' j.Ai
,l
,_..
➢.'L ..., i7_s
FEb I n IJO'
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS ENGINEERS LAND PLANNERS
1123 FLORAL PARKWAY
WILMINGTON, N.C. 28403
PHONE: [phone]
FAX: [phone]
8829-W4.DWGJLW

0Rl:11111l.iln
4899.8 ACRES TOTAL
-61 ACRES SUNNY POINT RAILROAD R/W
-10.82 ACRES S.R. 1553 R/W
-0.81 ACRE HEWITT BURTON RD. R/W
4827.2 ACRES NET PROJECT AREA
4827.2 ACRES TOTAL PROJECT AREA
157.7 ACRES C-2 ZONING
4669.5 ACRES PUD ZONING
4669.5 ACRES X 0.05 = 233.5 ACRES COMMERCIAL ALLOWED IN PUD ZONE
4669.5 ACRES X 0.05 = 233.5 ACRES OPEN SPACE REQUIRED
233.5 X 0.25 = 58.38 ACRES ACTIVE OPEN SPACE REQUIRED
" Brunswick Forest West "
WEST OF SUNNY POINT RR
Future Development
FUTURE DEVELOPMENT
Commercia
30.7 ACRES
FUTURE DEVELOPMENT
Commercial�,�,
10.3 ACRES
DOUGLAS STANLEY /
357- 453
ELLEN HIBBARD
ti 7181-946
�0QRFUTUR
9 P rce� F
80.7 ACRES
" Brunswick Forest East "
EAST OF SUNNY POINT RR
Stormwater Master Conceptual Plan
le I
Naa
1�
7<
r1 1'1
S
FUTURE o�
CIVIC
70.2 ACRES ��
FUTURE
35.6 ACRE
Parcel G
I� _-Z- -
718 652 1 869 1 810 /
RODRICK HILL I 559 �229 865 I 641
P.B. 81 PG. 337
699
ED WARD BUR TON 1923 i
ES TA TE j
P. B. Q PG. 110
635
1750
704 Or
093 /
FUTURE DEVELOPMENT
Parcel E
384.5 ACRES
FUTURE
Commercial
7.1 ACRES
COMMERCIAL PAR j
Outer Boundary Area = 122.031 acres /
Current. Permit SW8 031211
Current High Density evelopment
WETLANDS
•
RE D
+
4?
(KIM
WETLANDS
•
BRUCE B. CAMERON \\
\30\\
//�� N
3 O_
9\9\03
-�3
PINEY BRANCH\o �\ cp/�
=� \\
To Piney Branch \�\\
trib. Jacket's Creek
N�1
To Piney Branch
trib. Jacket's Creek \ \\ \\
\ To Piney Branch \ `\
\ trib. Jaekeys Croak
Low Country � ,
Current Permit Boulevard
WETLANDS SW8031211 -+
IINQ POND 2 + . . • • a
a
_ 8 9 + • y � • s • • + \
b
Pending Parts ,., • • + a
.c • �SW8080228 Sr�� • � \ \\
'"-I,, 'sq • •Wq POND No JL-1 �,_ • a a \ AA
3 • a
•
k r r••• s•• s•• s a •
YA-r �§�� i g a • e a • a s • • • • • • TXrt�� � \\
"1 WET�LA�N�/DS
�rrwv FUTURE COMMERGAL:
FUTURE SAM
TURE AREA DRAINING TO POND 3 - 85 ease \R'`Q 1
FUTURE FUTURE TI-FAMWMRESIDENTIAL Q
PHASE 2
Current Permit SW8 050528 ' l
Future High Density Development
Areas to be permitted individually
\ FUTURE MULTI -FAMILY RESIDENTIAL
FUTURE SWM
FUTURE AREA DRAINING TO POND 4 29.5 saes
7OWNCREEK HEIGHTS
(VARIOUS OWNERS)
FUTURE MULTI -FAMILY\
RESIDENnAL --a
FUTURE SVW
P
FUTURE AREA RAINING
TO POND 5 = 11.5 acres
A
FUTURE DEVELOPMENT
Parcel D
\ ORS o O SG P�\pN
E
OF NR pEE
RO�NE p6
SNE
HUGH McRAE ll
1002-921
FATA M.
e
KIM
0VA3U WAR
03
Wit
•'wq f
WE
N.C. NATURAL GAS
�- CORPORATION
WETLANDS
TRASK FAMILY HOLDINGS
LIMITED PARTNERSHIP
D.B. 987 PG. 849
WETLAND AREA
182
AC.
77
AC.
96
AC.
116
AC.
239
AC.
139
AC.
133
AC,
1. 7
AC.
6
AC.
160
AC.
54
AC.
8
AC.
25
AC,
C-2
37 AC.
DENSITY ALLOCATION
APPROVED BY TOWN OF LELAND, JUNE 2005
PARCEL
ACREAGE
S. F. L.
S. F. L.
S. F. L.
S. F. L.
TOWNHOMES
CONDOMINIUMS
APARTMENTS
TOTAL 1t OF UNITS
7500 SF
9000 SE
10500 SE
24000 SF
2200 SF
1800 SF
A
695.9
0
-5-Or-610
0
0
0
0
1110
313.9
376
627
290
52
717
0
2062
-1
1.
0
0
0
0
IUO
96
196
C
560.1
0
173
55
37
127
0
392
D
940
0
1059
679
305
977
0
0
3020
384.5
0
287
200
45
308
0
0
1070
F
386
230
321
157
47
0
0
0
706
G
35.6
181
0
0
0
0
142
138
280
H
80.7
0
128
49
11
152
0
Q
452
1
621.5
112
849
315
142728
0
0
2544
J
IIS 9
510
0
0
0
130
0
0
130
CIVIC
70.2
0
0
0
0
0
0
0
0
COMMERCIAL
233.5
0
0
0
0
680
0
TOTAL
4669.5
1909
4054
1745
639
3819
242
234
12642
PRELIMINARY PLAN
NOT FOR RECORDATION OR CONVEYANCE
PHASE 5
FUTURE DEVELOPMENT
MAILILORY CREEK
l
WETLANDS
FUTURE DEVELOPMENT
j
FUTURE DEVELOPMENT
\ JEAN HANSON
\ 1222-417
SEVERINE ALVEREZ
\ 485-957 I
7 - -
- - - - -- - --
WETLANDS
HAROLD BATES
7219-706
P. G. 15 PG. 32
w
z
z
Q
I
a
z
J
U
LU
Z
W
�
J
�
U
V
a
a
o
F7
U
Z
Q
U
U
�y
U
Z
�
Q
C4
+_
U
1�
0
� Q
o z
rT,
a 1M U
w
O Oct
z � z
Q \�
J
C)~QAJ z
w�NG� GUY DAVIS
770-334
� z
iou Oz xvn
L o
eEjy &c 1 St T(n
J?chN
600 0 600 1200 O
SCALE 1"= 600'
FALL\BFOREST\MASTER DRAWINGS\MASTERDWQ.DWG