20160681 Ver 2_Revised Site Plans_20171016

BLAKE FARM
A TRA SK LAND COMPANY COMMUNITY
SF -1 SUBDIVISION
VICINITY MAP - NOT TO SCALE PHASE 1A, 1 BI 2 AND 3
Trask Land
AodV4P
1202 Eastwood Road
Wilmington, NC 28403
[phone]
v'IQM£�CREED
243 North Front Street
Wilmington, NC 28401
Phone: [phone]
Fax: [phone]
NC FIRM LICENSE F-1222
www.mckimcreed.com
WETLAND IMPACT DRAWINGS
NOT TO SCALE
Sheet List Table
Sheet Number
Sheet Title
Sheet Description
0
G-000
COVER
1
G-001
WETLANDS IMPACT MAP OVERALL
2
G-002
WETLANDS IMPACT MAP OVERALL
3
WI -100
WETLAND IMPACT MAP KEY
4
WI -101
WETLAND H IMPACT
5
WI -102
WETLAND A AND JIMPACT
6
W1-103
WETLAND IMPACT
7
WI -201
WETLAND D AND E IMPACT
8
WI -202
WETLAND B, C, AND F IMPACT
9
WI -301
WETLAND IMPACT
10
WI -401
WETLAND IMPACT
11
WI -501
WETLAND IMPACT
12
XS -100
SECTION VIEW KEY
13
XS -101
X -1A THROUGH X -5A SECTION VIEWS
14
XS -102
X-513 THROUGH X -7A SECTION VIEWS
15
XS -103
X -8A THROUGH X -8D SECTION VIEWS
16
CU101
UTILITY MAP
17
CP -101
P-7 WETLAND CROSSING PLAN & PROFILE
18
CP -102
WETLAND E BFB ROAD CROSS SECTION VIEW
19
CP -103
LOT 57 PLAN AND PROFILE
20
CN -501
SCM 4 LAYOUT AND CROSS SECTION
21
APPENDIX A
APPENDIX A
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LOT SETBACKS
TRADITIONAL TND LOTS
SIDE 5 0
FRONT 0 0
REAR 10 10
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f STI CCiNSTRUCTED-
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N_J L ---J <+>i(irr<n(( rr„<(r1„n<(i`,(ni<"(+n<„ �//o // 11 -Ir--I r—lr-lr�/'� X83 //m i ���� � • '
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(i((rir(rr(i��`i'(u�r(Jrrr rnri�-r`(i)r=-JL_J L_JL_JL_J / �I ��� % C ���7 X_4 X-3
TND LOTS IN SF -1 PHASE 1A:+r�u`(r,`.(+( .nra L-J� // �_ // < n i m��/ N
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1. LOTS 15-37 ARE TND LOTS WITH MINIMUM =J r�--1r—Rr—fir—fir—� r— Ir—Rr—fir— Ir—Rr—Rr— Ir— "r`r,+ " /
LOT SIZE OF 3,000 SF. SEE SITE NOTES = A ”`+(ir(+(+<+
N J I N II IIN IIN II N I I N IIII
#1 & #2 ABOVE. I I N
r J L JL I JL L
TND LOTS IN SF -1 PHASE 1B:
1. THERE ARE NO TND LOTS IN PHASE 1B.
TND LOTS IN SF -1 PHASE 2: STUB
1. LOTS 114-124; 137-155 ARE TND
LOTS WITH MINIMUM LOT SIZE OF 3,000
SF. SEE SITE NOTES #1 & #2 ABOVE.
TND LOTS IN SF -1 PHASE 3:
1. THERE ARE NO TND LOTS IN PHASE 3.
LEGEND
—
s IIS IIM IIS IIS IIS Ih IIm Ila, Ilo II� IIN IIS Ila IIm I Im,� 7I�>� `J` J/ `
%
N IIN IIN IIN IIN IIN IIN IIN IIN IIN IIN IIN IIN IIN IIN I I � 11 � 11 //
_JLJLJLJLJLJLJLJLJLJLJLJLJLJLJ /I � /,/�%/� \ o
ROADSIDE SWALE
BLAKE FARM BLVD CROSS PIPE
NON -DIVIDED BOULEVARD \
WITH ROADSIDE SWALES
GRAPHIC SCALE
300 0 150 300 600
1 inch = 4nn ft.
IMPACTED AREAS
TEMPORARY WETLAND IMPACT
JURISDICTIONAL DITCH
PROPOSED DITCH
PROJECT LIMITS
D TREE & DITCH
SAVE AREA
M
i�lt 1 117���
C7 •.fiQ�'•rir':j
+OaOp��
\�
/ PUMP
1�
\-
P
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STATION�N` I I y
�
y
EXISTING DITCH
r
(
BLAKE FARM BLVD
F ---i
DIVIDED BOULEVARD
WITH GRASSED MEDIAN
/ o
vETI
`�—J r— j=.J
AND ROADSIDE SWALES
FUTURE
AMENITY AREA
POND
(
(`urr`(.++`,`+>”+.r`.'(..<+.)n.`+.(`(.i.II
I STUB
( FARMHOUSE DRJL_J�
EXISTING DITCH
_�
_
_ t- X-'3 - -
r I IN
�-
L-=-�
"TREE &DITCH
SAVE AREA
X-1
1
X 2 J o
r
0.
STUB
nS('(("(
\-
v_J M c m r l L_ --J
EXISTING DITCH
BLAKE FARM BLVD
F ---i
DIVIDED BOULEVARD
WITH GRASSED MEDIAN
BLAKE FARM
`�—J r— j=.J
AND ROADSIDE SWALES
FUTURE
AMENITY AREA
POND
(
ROADSIDE SWALIE
CROSS PIPE
EXISTING DITCH
_�
46 Land
[/y11 BLAKE FARM SF -1 SUBDIVISION °A�' 9"8'204 SCALE 07 R X 1
V N�IQ1Vt£�C EED Trask Land MCA PROD. X 0652504
\� TOPSAIL TOWNSHIP DRAWN MAB/RMC/MDH HORIZONTAL. � _ � LINEAR POND
Southern Environmental Group,Inc. `, DESIGNED RMC ll. -TED OUTLET
- PENDER COUNTY NORTH CAROLINA P_1
243 North Front Street ' 5315 South College Road Suite E ! CHECKED RMC bER11CAL: 1 gyp%
Wilmington, North Carolina 28401 _ Wilmington, North Carolina 28412 BLAKE FARM/, PROD. MGR. RMC 1000
pOL
Phone: [phone] , Fax: [phone] Phone: [phone] Eastwood Road - -- WETLANDS IMPACT MAP BLAKE FAR ,Z
Wilmington, NC 28403 srAus: WETLANDS PLAN �"ga
NG LIC. Na. F-1222 OVERALL EXTENDS TO H 17
00,
www.mckimcreed.com [phone] NOT FOR CONSTRUCTION

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LEGEND
IMPACTED AREAS
TEMPORARY WETLAND IMPACT
JURISDICTIONAL DITCH
PROPOSED DITCH
PROJECT LIMITS
D TREE & DITCH
SAVE AREA
i
/ ROADSIDE SWALE
CROSS -PIPE
FUTURE
DEVELOPMENT
ISOLATED WETLANDS
MAY FILLED ASA PORTION
OF BLAKE FARM SF -1 SUBDV.
DEVELOPMENT
Sheet List Table
Sheet Number
Sheet Title
Sheet Description
1
G-001
WETLANDS IMPACT MAP OVERALL
2
G-002
WETLANDS IMPACT MAP OVERALL
3
WI -100
WETLAND IMPACT MAP KEY
4
WI -101
WETLAND H IMPACT
5
WI -102
WETLAND A AND J IMPACT
6
W1-103
WETLAND IMPACT
7
WI -201
WETLAND D AND E IMPACT
8
WI -202
WETLAND B, C, AND F IMPACT
9
WI -301
WETLAND IMPACT
10
WI -401
WETLAND IMPACT
11
WI -501
WETLAND IMPACT
12
XS -100
SECTION VIEW KEY
13
XS -101
X -1A THROUGH X -5A SECTION VIEWS
14
XS -102
X -5B THROUGH X -7A SECTION VIEWS
15
XS -103
X -8A THROUGH X -8D SECTION VIEWS
16
CU101
UTILITY MAP
17
CP -101
P-7 WETLAND CROSSING PLAN & PROFILE
18
CP -102
WETLAND E BFB ROAD CROSS SECTION VIEW
19
APPENDIX A
APPENDIX A
INLET
AND
SCK44
OU&LET BOX
AN PIPE
f
� I
,I EXISTING
RPW DITCH
INLET BOX"
AND PIPE
BFB -1
BFB -1 DITCH IMPACT
1565 SF (0.036 ac)
(PREVIOUSLY APPROVED)
a�
� I �
I �
\ t ?:jOUTL` BOX
\ "AAND FYI -
NOTE:
CENTERLINE OF PROPOSED
DITCH TO MATCH THE
CENTERLINE GRADE OF THE
EXISTING DITCH.
- 10
4 4
1=1 11=1 11=1 I I �' = III=1 11=1 11=1
-III-III-III III -I I -I I -III III -III -I I I-
10 YR ROOD 3 FT 10 YR FLOOD
GRASS SHELF CRASS SHELF
41 SLOPE M. 1R1 SLOPE M.
INORMAL FLOW I
PROPOSED DITCH DETAIL
NOT TO SCALE
FUTURE
DEVELOPMENT
FUTURE
BLAKE FARM BOULEVARD DEVELOPMENT
LEVEL SPREADER
DIVIDED BOULEVARD WITH
GRASSED MEDIAN AND PRO SED STORM
ROADSIDE SWALES DRAINAGES STEM (TYP.)
EX DITCH
LENGTH (If)
AREA (ac.)
DITCH WIDTH
(ft)
AVG. DEPTH (R)
IMPACT
LENGTH (ft)
IMPACT AREA
(0C.)
REALIGN (If)
NETAOSS (If)
TEMP. IMPACT
(If)
XD -1
1,639
0.11
3
3' (10' OUTFALL
CHANNEL DEPM)
1303
0.090
160
-1143
16
XO -2
1,474
0.14
4
4'
989
0.091
0
-989
20
XO -3
1,355
0,16
5
3'
680
0.078
0
-680
WET -N
XD -4
730
0.05
3
3'
370
0.025
345
-25
TOTALS
XO -5
1595
0.05
4 12'
595
0.055
0
-595
XD -6
997
0.11
5
2'
140
0.016
0
-140
10
XO -7
173
0.004
1
2'
89
0.002
0
-89
XO -8
3,349
0.23
3
3'
2355
0.162
315
-2040
31'B-1
158
0.01
3
158
0.011
-158
TOTALS
10,312.00
0.86
6,679.00
0.53
820
-5859
46
WETLANDS
WETLAND
TYPE
AREA (aC.)
PERM IMPACT TEMP. IMPACT
(OC.) (ac)
WET -A
BASIN
1.12
0.13
0.01
WET -B
POCOSIN
0.12
0.12
345
WET -C
POCOSIN
1.32
0.05
0.10
WET -D
POCOSIN
0.14
0.14
2367
WET -F
I POCOSIN
1.31 1
0.14
0.08
WET -H
BASIN
0.92
0.72
0.03
WI
BASIN
0.02
0.02
WET -N
BASIN
0.10
0.10
WET -0
BASIN
0.02
0.02
TOTALS
5.07
1.44
0.22
PROPOSED
DITCH
REALIGNMENT
LENGTH (H)
NEW CONST.
LENGTH (N)
DITCH LENGTH
(If)
PROPOSED DITCH
AREA ( WIDTH) (zo' TOP WIDTH)
P-1
16)
0
160
0.07
P-6
0
345
345
0.16
P-7
0
670
670
0.31
P-11
315
2051
2367
1.09
TOTALS
475
3066
3542
1.63
TOTAL IMPACT 1.44
AREA SF -1
11y1 ( 11rrr
a SEAL
0225 7{ _
71
I 0*4 0;'y'
♦ r _ BLAKE FARM SF -1 SUBDIVISION
IDA 11111117 c`ooz "
V�M�-TQNI£�CREED Trask Land SCALE
ry XYNe GRAPHIC SCALE
L. MCE PRO,. # J6525-04
TOPSAIL TOWNSHIP DRAWN MAB/gMc/MDH HORIZONTAL.
Southern Environmental Group, Inc. DESIGNED RMC °'E° 300 0 150 300 60
P PENDER COUNTY NORTH CAROLINA VERTICAL: 2
243 North Front Street 5315 South College Road, Suite E CHECKEDRMC
Wilmington, North Carolina 28401 - Wilmington, North Carolina 28412 BLAKE FARM .1 PRO,. MGR.
gMc wA
Phone: [phone] , Fax: [phone] O Phone: [phone] Eastwood Road-- -- WETLANDS IMPACT MAP I.
NC LIC. No. F-1222 Wilmington, NC 28403 OVERALL (TATUS: WETLANDS PLAN 'E"ga 1 inch = 300 ft.
www.mckimcreed.com [phone] NOT FOR CONSTRUCTION

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L— — — — — — — — — — — — \ ✓ 105
S
GRAPHIC SCALE
300 0 150 300 600
1 inch = 300 ft.
WAV
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71
\\ 70
72
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64 �^
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i41 II II 39 J r ---i
4 J
38
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v Trask Land i BLAKE FARM SF -1 SUBDIVISION MCE 9"8'201 ����uu�
�A�& SCALE Y WI 100 , , y
MCE PROJ. k 06525-04
TOPSAILTOWNSHIP DRAVAJ MAB, RMC HORIZONTAL:
��-�� PENDER COUNTY NORTH CAROLINA DESIGNED RMC
�NorEo 3 \ dd'A
o 1
Wilmington, Front3 North Street
SCarolina 28401 1202 Eastwood Road BLAKE FARM) PROI M RMC VERTICAL: ' BLAKE FARM BLVD
wn
PR°°. NGR. RMC P-1 EXTEN IIS TO H WY 17
Phone: [phone] Fax: [phone]
Wilmington, NC 28403 WETLAND IMPACT MAP KEY srAlus: WETLANDS PLAN �wge� • : , y
NC LIC. No. F-1222
ww.mckimcreed.com [phone] NOT FOR CONSTRUCTION

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10' WIDE TEMPORARY
IMPACT (1,145 SF)
t WETLAND AREA H WETLAND H IMPACT /
TOTAL = 0.92 ACRES 0.72XRES
/
EXISTING DITCH. TO BE
INT
RE -ALIGNED O BFB
CROSS -PIPE
v —�—
43 44 4F
P_ 1 / DITCH AND TREE
1 ! \ SAVE AREA
42
RE -ALIGN EXISTING ------ / \
356 LF TO BE FILLED
DITCHES (160 LF)
LINEAR POND 4
WSEL-33.00' F_
ss ao s'" \ ..
Cu
�::-�• I r• -E r -r
40 n n
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39
"REMOVAL
:•
SAITE
STORM DRAINAGE nr SYS
225 LF LINEAR POND V V I
jWSEL=33.00' SYSTEM (TYP.)
REMOVAL
ROADSIDE DITCH P-1 TO CONNECT \ I 37
CROSS PIPE CROSS PIPES TO X-1 �l L
LU .•
ROCK CHECK IIU z
DAMS Or_
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
LEGEND
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
TEMPORARY WETLAND IMPACT
D TREE & DITCH
SAVE AREA
LOT SETBACKS
TRADITIONAL
TND LOTS
SIDE 5
0
FRONT 10
0
REAR 10
10
Wetland - H
_-
/ Overall Area: 0.92 acres
�J // :.. ::.:..:.:.:.:...,:.,.,....:.,.._......,...:.. Impact Area: 0.72 acres
N Q T T4 —
rCf�'C/ 2 / / /SANITARY SEWER Temp Impact: 1,145 SF
3 / I I SYSTEM (TYP.) I I I Ditch P-1
Q.�O ? I8 Ditch will replace ditch X-1. This BOX FORLINEA
� � OND SYSTEM
DITCH GESINTOX1 proposed ditch is approx. 160 LF.
DISCHARGES INTO X-1
_� • 0225 7�1 I LINEAR POND `� L
\VSEL -33.00' J
�.•�,� ��, ,: — Ditch X-1
�, Realign X-1 to meet the new culvert
under Blake Farm Boulevard (^ 225
II
II
♦
*�p'�'� 7'�
V�lV1 1�=L
243 North Front Street
Wilmington, North Carolina 28401
Phone: [phone] , Fax: [phone]
Southern Environmental Group,Inc.
L -�
5315 South College Road, Suite E
- Wilmington, North Carolina 28412
Phone: [phone]
Trask Land ��
`,,
�BLAKEFARM
1202 Eastwood Road/
BLAKE FAROOPSILTOSUBDIVISION
WNSHIP
PENDER COUNTY NORTH CAROLINA
WETLAND H IMPACT
1—n--n'Realign
ditches on upstream side of
Wilmington, NC 28403
SCALE
NC LIC. No. F-1222
ww.mckimereed.com
NCE PROJ.# 16525 -04
[phone]
11
Blake Farm Boulevard to
DRAWN .AFPMCNDH
R0R NON DAL
LF removal).
1—n--n'Realign
ditches on upstream side of
DATE: 9/18/2017
SCALE
NCE PROJ.# 16525 -04
11
Blake Farm Boulevard to
DRAWN .AFPMCNDH
R0R NON DAL
provide
DESIGNED RMC
flow on the inlet end of the culvert
CHECKED RMC
VERPCAL:
4
PROD. MGR. RMC
N'A
(^'160 LF realign — 140 LF removal).
STATUS: WETLANDS PLAN �wga
NOT FOR CONSTRUCTION

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--1
1 32- ROANOKE
DR 1
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—
STORM DRAINAGE
SYSTEM (TYP.
WETLAND A IMPACT
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5
0.13 ACRES
8: 29
I 24
17
V
SAITARY SEWER
SYSTEM (TYP.)
16
I
Its
55
25
WETLAND AREA A
7
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26
15
— CROATAN DR - 17—
I I I
7—III II II II II II II
7 11 g 11— 1110 11 11 1112 11 13 1114
IIS II II II II II II
_ --J L --J L— --J L—
I
LOT SETBACKS
TRADITIONAL TND LOTS
SIDE 5 0
FRONT 10 10
REAR 10 10
J L—
OFFSITE
DITCH INTERSECTION
u ..
IN
58 v
/ S 3
fD(D I (.
/ (D
J 57��
10' WIDETEMPORARY 0p 0
IMPACT (510 SF) N W
k
♦ + BLAKE FARM SF -1 SUBDIVISION DATE: 9'18'2017 SCALE
C/T�'7'�`/ r^�� Trask Land \ NCE PROJ. # J6525-04 HORIZONTAL.
`�j�Y�V �D \ TOPSAIL TOWNSHIP DRAwn MAe�gMcmaoH AS NOTEo
1Y1Y1 1-1 tl::// �.1��..11 Southern Environmental Group, Inc. �'\\ PENDER COUNTY NORTH CAROLINA CHECKED
RMC
243 North Front Street 5315 South College Road, Suite E AadPlCHECKEDgMc bER11CAL:
Wilmington, North Carolina 28401 111 Wilmington, North Carolina 28412 BLAKE FARM/ PROD. MGR. RMC wA
Phone: [phone] , Fax: [phone] Phone: [phone] Eastwood Road j' WETLAN D A AN D J I M PACT
NC LIC. No. F-1222 Wilmington, NC 28403 _ srAlus: WETLANDS PLAN
www.mckimcreed.com [phone] NOT FOR CONSTRUCTION
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
LEGEND
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
TEMPORARY WETLAND IMPACT
D TREE & DITCH
SAVE AREA
Wetland - A
Overall Area: 1.12 acres
Impact Area: 0.13 acres
Temp Impact: 510 SF
Wetland - J
Overall Area: 0.02 acres
Impact Area: 0.02 acres
Ditch X-1 AND X-2
REMAINS IN TREE SAVE AREA
REMOVE 938 LF OF X-1, 989 LF OF X-2
Ditch X-3
REMAINS IN TREE SAVE AREA
REMOVE 680 LF
Farmhouse Dr Culvert
INV IN = 33.50
INV OUT= 33.00
Ditch P-6
WILL REPLACE X-3. 345 LF,
wf102° BEGINNING AT P -7/X-3
`°°•• INTERSECTION.
5
56
P 6
WETLAND A IMPACT
I ��
—
0.13 ACRES
55
WETLAND AREA A
D
TOTAL = 1.12 ACRES
I
O
54
C--
Cn
53
WETLANDAREAJ
+
TOTAL = 0.02 ACRES
I M PACT AREA: 0.02 ACRES
ESS
59
0225 7.
—
J
�CENES
STUB
♦ + BLAKE FARM SF -1 SUBDIVISION DATE: 9'18'2017 SCALE
C/T�'7'�`/ r^�� Trask Land \ NCE PROJ. # J6525-04 HORIZONTAL.
`�j�Y�V �D \ TOPSAIL TOWNSHIP DRAwn MAe�gMcmaoH AS NOTEo
1Y1Y1 1-1 tl::// �.1��..11 Southern Environmental Group, Inc. �'\\ PENDER COUNTY NORTH CAROLINA CHECKED
RMC
243 North Front Street 5315 South College Road, Suite E AadPlCHECKEDgMc bER11CAL:
Wilmington, North Carolina 28401 111 Wilmington, North Carolina 28412 BLAKE FARM/ PROD. MGR. RMC wA
Phone: [phone] , Fax: [phone] Phone: [phone] Eastwood Road j' WETLAN D A AN D J I M PACT
NC LIC. No. F-1222 Wilmington, NC 28403 _ srAlus: WETLANDS PLAN
www.mckimcreed.com [phone] NOT FOR CONSTRUCTION
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
LEGEND
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
TEMPORARY WETLAND IMPACT
D TREE & DITCH
SAVE AREA
Wetland - A
Overall Area: 1.12 acres
Impact Area: 0.13 acres
Temp Impact: 510 SF
Wetland - J
Overall Area: 0.02 acres
Impact Area: 0.02 acres
Ditch X-1 AND X-2
REMAINS IN TREE SAVE AREA
REMOVE 938 LF OF X-1, 989 LF OF X-2
Ditch X-3
REMAINS IN TREE SAVE AREA
REMOVE 680 LF
Farmhouse Dr Culvert
INV IN = 33.50
INV OUT= 33.00
Ditch P-6
WILL REPLACE X-3. 345 LF,
wf102° BEGINNING AT P -7/X-3
`°°•• INTERSECTION.
5

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LL
m
Co
It
CO —
I
180 \
I I \
L
62
78
II
WETLAND N,
.10 AC IMPACT
DITCH X-7 REMOVAL = 89 LF
matchline WI -202
mat I-103
IN / X-6
74 >/—
/ 73 I I 72' \
PROPOSED STORM \
Fw DRAINGE (TYP.)
T
\ STUB
�\I
W I-por 11
IN -
i
���� w� ► ,
�► OUT •WETLAND 0, SEWER SYSTEM (TYP.)
•� h
PROPOSED SANITA
.02
t
REMOVALDITCH X-4 1 LF /68
P • • • ,
I
DITCH X-4 TO REMAIN = 345 LF
P-7 DITCH CREATION I c
AL. BEGINS AT
WEOTLANDLF TC ENDS AT X-3 404 WETLAND �scyA
DITCH No IMP�CT
DITCH X-3 TO REMAIN FROM cL DUKE ENERGY
�� WITH
SOURCE
AONDTP-6SDITCHES POWER EASEMENT c OFFSITE
f
404 W ALAN
I-- L L NO IMPACT
SEAL v _
INET`. \ I Ic
I
QFFSITI�
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
LEGEND
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
TEMPORARY WETLAND IMPACT
TREE & DITCH
SAVE AREA
LOT SETBACKS
TRADITIONAL TND LOTS
SIDE 5 0
FRONT 0 10
REAR 10 0
Ditch X-3
REMAINS IN PLACE UPSTREAM OF
P-6 INTERSECTION.
Ditch X-4
REMOVE 370 LF DOWNSTREAM OF
P-7.
RETAIN —345 TO P-7.
Tangmere Court Culvert
INV IN = 35.50'
INV OUT = 35.00'
Ditch P-7
♦ ^ BLAKE FARM SF -1 SUBDIVISION DA'E 9'18/201' r'—�r�°03 WILL FLOW INTO X-3. 670 LF,
TE
,�� V =D SCALE •>...o •u••
Trask Lan / � TOPSAIL TOWNSHIP MCE PRDRAWN OJ # 06525 04 BEGINNING AT WETLAND C.
\ HOR9 NONTDAL.
Southern Environmental Group, Inc. `� �' ?, PENDER COUNTY NORTH CAROLINA CHECKED
RMC
243 North Front Street - 5315 South College Road, Suite E CHECKEDgMc bER11CAL: 6 � Wetlands K, L, M, N, 0
Wilmington, North Carolina 28401 - Wilmington, North Carolina 28412 BLAKE FARM/, PROD. MCR. RMC wA
Phone: [phone] ,Fax: [phone] '�'�-�-" Phone: [phone] Eastwood Roadj WETLAND IMPACT Perm. Impact of .12 AC, No
NC LIC. No. F-1222 Wilmington, NC 28403 srAlus: WETLANDS PLAN "�"ga
www.mckimcreed.com [phone] NOT FOR CONSTRUCTION Temporary Impacts.

0
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U
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0
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0
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CD 0
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CD
0
0
O
Lr)
N
0
U) —
11151 ff}�+r
SEAL
]7 W 25 4 _ EXIS T
FUTURE
WINDEVAOPMENT�� (OFFSITE)
SANITARY SEWER /
STUBBED OUT FOR
FUTURE CONNECTION /
�ouT
matchline WI -301
116 matchline WI -201
117
118
a
\ 118120 GRAPHIC SCALE
121 100 0 50 100 200
112 111 v� 1 inch = 100 ft.
113 \ 110 v
109
108 \ \ J LEGEND
107 L(d-EAR
-
WSEL
106
m� _
ti
- --
/ L M B LLS PROPOSED DITCH
`\ PROJECT LIMITS
gg 100 101 1 02 / , a1 I TEMPORARY WETLAND IMPACT
96 97 98 �
ST RM DRAI AGE 103 / 88SANTREE &DITCH
SYS EM (TYP.) ITARY SE ER �� =3 SAVE AREA
SEEM ( YP.) 104 v ru M
/ \ 105
/ _ 2
oQD CD
0
L X-5
404 WETLAND WETLAND AREA D \
/
TOTAL= 0.14 ACRES
/k NQ IMPACT IMPACT AREA: 0.14 ACRES / go
�4
91
/ LREAAAR­P9N6 ti
WSE-L 333A�'
/ UTURE \ Q�
AM NITY ARE
ROADSIDE ALS BLAKE FARM
/ CROSS PIP PUMP STATI
\ FUTURE PEDESTRIAN BRIDGE 93
/ OOO CROSSING LINEAR POND \
matchline WI- 4 01 OO TO AMENITY AREA matchline WI -201 /9 \ 82
matchline WI -102\ -191 — -
-
♦ BLAKE FARM SF -1 SUBDIVISION MCE 0652501 WI -201
SCALE
��� ,.x =D Trask \ MCE PROJ. # J6525-04 xpryxc nuxea
�il !`V/"T, Lan TOPSAIL TOW NSHP DRAWN MAB/RMC/MDH HORIZONTAL.
Southern Environmental Group, Inc. ' `���' �l PENDER COUNTY NORTH CAROLINA DESIGNED RMC ASNOTEo 7
243 North Front Street 5315 South College Road, Suite E ! CHECKED RMC VERTICAL:
Wilmington, North Carolina 28401 - Wilmington, North Carolina 28412 BLAKE FARM/, PROD. MGR. RMC -
Phone: [phone] , Fax: [phone] O Phone: [phone] Eastwood Road-- WETLAND D AND E IMPACT
NC LIC. No. F-1222 Wilmington, NC 28403 srATus: WETLANDS PLAN
www.mckimereed.com [phone] NOT FOR CONSTRUCTION
LOT SETBACKS
TRADITIONAL
TND LOTS
SIDE 5
0
FRONT 10
10
REAR 10
10
Wetland - D
Overall Area: 0.14 acres
Impact Area: 0.14 acres
Ditch X-1
Remove Ditch X-5 in its entirety
(595 LF) from the source to
intersect of Ditches X-1 and X-2.

i
N
0
N
CL
U
CL
E
vl
0
0
N
Q0
CD
LL
co
Co
I-
CD 0
0
U
Q
N
0
CD
0
0
OO
N
QD
CO —
-0 39 � \
►1 �_ 138 \
X13 /_
)1 �— \
12#123
124
X-
\
13� II
P/9?0SED STO M F
DRAINAGE SYS��P. II
135
\�
//134//
4TH //133
F
126//
127//
86 / 128//
/ P--Rpp1P1 SED SANIT
WETLAND B \ \�/ StrWER SYSTEM UFYP.)
TOTAL 0.12 ACRES I ,, // %
IMPACT0.12ACRES , 129 // 130/
\ WETLAND C IMPACT
0.05 ACRES 10' WIDE TEMPORARY
B v IMPACT (1) (1,143 SF)
VAI 85 � -
20' WIDE TEMPORARY
\ / IMPACT (2) (3,145 SF) j
ELEV. = 34.54' •� //
DITCH X-6 REMOVAL = 140
11 : LF (10 LF TEMP. IMPACT)
/ Q VA ./�.
WETLAND AREA C I
77 TOTAL = 1.32 ACRES
BLAKE FARM S 1 '. I i b %
CQ
b
61
\\�/ 185
TO
matchline WI -3
matchline WI- 2
P-11
DITCH P-11 NEW = 2,415 LF
DITCH X-8 REMOVAL = 2355 LF
LOT SETBACKS
TRADITIONAL
TND LOTS
SIDE 5
D
FRONT 10
0
REAR 10
0
TING CULVERT
REMOVED �
DITCH X-8 REMOVAL = 2355 LF
10' WIDE TEMPORARY
IMPACT (2) (2,225 SF)
WETLAND F IMPACT .
0.14 ACRES (TOTAL)
k k V
DITCH X-6 / X-8 TO REMAIN
-ONST
\ ETLAND
PUMP STATION \�
\ 78 DITCH X-7 REMOVAL = 89 LF
75 matchline WI -202 k
/ mat e I-103
WETLANDAREA F
TOTAL = 1.31 ACRES
1I�
k k
♦ BLAKE FARM SF -1 SUBDIVISION DAT 9'18'2017 WI -202
SCALE
�� ,.x �� \ MCE PROJ. # J6525-04 xp„xc nuxea
�il !`V/"T,
Trask
Lan / \ TOPSAIL TOWNSHIP DRAWN MABPMCNDH HORIZONTAL.
Southern Environmental Group, Inc. `, DESIGNED RMC
P PENDER COUNTY NORTH CAROLINA VERPCAL:
243 North Front Street 5315 South College Road, Suite E CHECKED RMc
Wilmington, North Carolina 28401 - Wilmington, North Carolina 28412 BLAKE FARM./, PROD. NOR. RMC wA
Phone: [phone] , Fax: [phone] O Phone: [phone] Eastwood Road '"I ---' WETLAND B, C, AND F IMPACT
NC LIC. No. F-1222 Wilmington, NC 28403 _ _ / s779'- WETLANDS PLAN
www.mckimcreed.com [phone] k NOT FOR CONSTRUCTION
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
LEGEND
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
TEMPORARY WETLAND IMPACT
C TREE & DITCH
SAVE AREA
Wetland - B
Overall
1.31 acres
Overall Area:
0.12 acres
Impact Area:
0.12 acres
Wetland - C
2,225 SF
Overall Area:
1.32 acres
Impact Area:
0.05 acres
Temp Impact (1)
1,143 SF
Temp Impact (2)
3,145 SF
\A/ctInnH -r-
G
Overall Area:
1.31 acres
Impact Area:
0.14 acres
Temp Impact (1)
1,445 SF
Temp Impact (2)
2,225 SF
Ditch X-5
Remove Ditch X-5
completely.
nitrh X -A
Remove 140 LF Ditch X-6. 10 LF of
X-6 is located in temporary impact
area.
nitrh X-7
Remove Ditch X-7 (89 LF) from its
source to Wetland C.
Ditch X-8
Remove Ditch X-8 (2355 LF) from its
source to Wetland C. Ditch X-8 will
be replaced by proposed Ditch P-11.

L - l 213 L
matchline Wk -
178 212
- I 177 -
179 -
/ I 165
- J / I
\ \ co
/ 180 076 = -
/ 166
/ I
181 I L
X175 - -
�Q6� __j�� 1167
183 / 168
/ \\ A�t� SM /
84 DR AGE SYSTEM
PiQ'OtD SANIT/RY �LL�E
\ sEwE r v� rYP� WS 169
172
0
X163 I
--J
—
In
fl 161
�J
149\\
160 �\
170 \
148
50 151152
143
142 \
141140
matchline WI -301
matchline WI -201
44/159
171 /
)153
\ 15455
I I
P-11
1 I DITCH P-11 NEW = 2,415 LF
DITCH X-8 REMOVAL = 2,355 LF
ISI
I�
of
0
RO
I�
matchline WI -3 1--,matchline WI- 02
IN
C
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
LEGEND
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
TEMPORARY WETLAND IMPACT
L TREE & DITCH
SAVE AREA
LOT SETBACKS
TRADITIONAL
TND LOTS
SIDE 5
0
FRONT 10
10
REAR 10
10
_r Ditch X-8
X-8 will be removed from its source
to the intersection with Wetland C.
♦ BLAKE FARM SF -1 SUBDIVISION DAA 1'18'101 WI -301
SCALE
�� ,.x �� \ MCE PROJ. # J6525-04 xpryxc nuxea
�il !`V/ -T, ras Lan / \ TOPSAIL TOWNSHIP DRAWN MABPMCNDH HORIZONTAL.
Southern Environmental Group, Inc. `���' �l PENDER COUNTY NORTH CAROLINA DESIGNED RMC ARMA 9
243 North Front Street 5315 South College Road, Suite E ! CHECKED RMC VERTICAL:
Wilmington, North Carolina 28401 - Wilmington, North Carolina 28412 BLAKE FARM/, PROJ. MCR. RMC wA
Phone: [phone] ,Fax: [phone] O Phone: [phone] Eastwood Road- " WETLAND IMPACT
NC LIC. No. F-1222 Wilmington, NC 28403 �/ srATus: WETLANDS PLAN —
www.mckimcreed.com [phone] NOT FOR CONSTRUCTION
Ditch P-11
P-11 will replace existing ditch X-8.
This proposed ditch is approximately
2,415 LF, begins at the NW property
line of SF -1 and extends to Atlantic
Avenue 48" Cross -Pipe. The ditch
bottom elevations mimic those of
existing X-8.

� 242
LTJ
II I� 243
I I � 245 I
�Ir I I 246
I,L-
r 247
I L_
� � I1 249
L__
Ir 250 �I �
L-
I L 251
I � 253
L__
I I L 254
L 255 � I
:I
224
I
SIDE 50
223
I
I
REAR 10
10
I
—
— —J
220 �
_j
219 �II 219 �
L _j
IF 218 �
I
matc line WI -501
ti� 1
— I 201
_22-8- ::E I
� — —
M20
03 0
�
I --
--� I I c199
m I
I 204 L--_�
L-- 198
205
SyREEEw—POON I L _ _ 197
J I
196
REDE IAN
207
e
217
PROPOSED STOR
216
I
215
214
J
I
L_—
2_
M DR/ NAGE, Og\�\\ 194 \ (DITCH P-11 NEW = 2,415 LF /
IPRCH�SED SANITARY 193 \\ DITCH X-8 REMOVAL = 2,355 LF
SEYVPRSY�<TYP.) ( I I
210
192 0
' 211
I
matchline F
!, "4r .
♦ BLAKE FARM SF -1 SUBDIVISION MCE 0652501 WI -401
vN4z1a4 �=D Trask Land SCALE S. -A. XYNea
NCE PROJ. # J6525-04
TOPSAIL TOWNSHIP DRAWN MAB/RMC/MDH HORIZONTAL.
Southern Environmental Group, Inc. `�-' PENDER COUNTY NORTH CAROLINA DESIGNED
'MC ASNOTEo 1 0
243 North Front Street 5315 South College Road. Suite E ! CHECKED RMC VERTICAL:
Wilmington, North Carolina 28401 - Wilmington, North Carolina 28412 �BLAMEFARMJ PROD. MCR. RMC wA
Phone: [phone] ,Fax: [phone] O Phone: [phone] Eastwood Road- WETLAND IMPACT
NC LIC. No. F-1222 Wilmington, NC 28403 �/ srATus: WETLANDS PLAN
www.mckimereed.com [phone] NOT FOR CONSTRUCTION
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
LEGEND
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
TEMPORARY WETLAND IMPACT
I� TREE & DITCH
SAVE AREA
LOT SETBACKS
TRADITIONAL
TND LOTS
SIDE 50
FRONT 10
10
REAR 10
10
Ditch X-8
X-8 will be removed from its source
to the intersection with Wetland C.
Ditch P-11
P-11 will replace existing ditch X-8.
This proposed ditch is approximately
2,415 LF, begins at the NW property
line of SF -1 and extends to Atlantic
Avenue 48" Cross -Pipe. The ditch
bottom elevations mimic those of
existing X-8.

CD
3
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CD
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PLURIS WWTP PROPERTY \
I I
sEA
\ I I
I II \ I
" • : 2"s I
eLJW2a a
Fly,= X$�
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I I\
STUB
� I
i1f
i II �I II
- V42219
II II II II 1 1 239 238 23712361235I1I1234I1I12331111 23211 11 231 11 123011
II
1240 1
PROPOSED STqRIVI DRAT GE DITCH X-81REMOVAL -12,355 LF\
SYSTEM P.)
PROPO E SANITAR
SEWER Y TEM TYP
241 I
L__J
� 242
L�
I� 243 �I
I L-
I ICY K LN �—�1��
f
1 I �_ I I 227
I
L —jL
—�
224 matc line WI -501 7-228
1 � —
223
202 1 \I
I
1201 1
7_751- -__ -717o I
�n I
DITCH P-11 NEW = 2,415 LF
I
STUB
♦ BLAKE FARM SF -1 SUBDIVISION °A� "6 °" � v 1`501
SCALE
�]\\/�'j�'.�. ,.x �� \ MME PROJ. # J6525-04 xp,.xc nuxea
11.1 �il !`V/"T,
Trask
Lan / \ TOPSAIL TOWNSHIP DRAWN MAB/RMC/MDH HORIZONTAL.
Southern Environmental Group, Inc. `� `, DESIGNED RMC P PENDER COUNTY NORTH CAROLINA VERPCAL: 11
243 North Front Street 5315 South College Road, Suite E CHECKEDRMC
Wilmington, North Carolina 28401 - Wilmington, North Carolina 28412 BLAKE FARM/, PROD. MGR.gMc wA
Phone: [phone] ,Fax: [phone] O Phone: [phone] Eastwood Road- " WETLAN D IMPACT
NC LIC. No. F-1222 Wilmington, NC 28403 srAlus: WETLANDS PLAN
www.mckimcreed.com [phone] j III, NOT FOR CONSTRUCTION
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
LEGEND
IMPACTED AREAS
JURISDICTIONAL DITCH
EXISTING DITCH MUCK& CLEAN OUT
PROPOSED DITCH
PROJECT LIMITS
—� �— IMPACTED DITCH SECTIONS
TREE & DITCH
SAVE AREA
LOT SETBACKS
TRADITIONAL
TND LOTS
SIDE 5
0
FRONT 10
10
REAR 10
10
Ditch X-8
X-8 will be removed from its source
to the intersection with Wetland C.
n;+. ,h D 'I
P-11 will replace existing ditch X-8.
This proposed ditch is approximately
2,415 LF, begins at the NW property
line of SF -1 and extends to Atlantic
Avenue 48" Cross -Pipe. The ditch
bottom elevations mimic those of
existing X-8.

U
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I" II" II" II" II" II" IIN IIN IIN IIN IIN IIN IIN
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STUB � � �-----------
r
i
H
X
CDCD
O
0
N
LO
0
0
GRAPHIC SCALE
300 0 150 300 600
1 inch = 300 ft.
DITCH X-6
e 1 DITCH X-3 C
DITCH X-5 A DITCH X-4 A
rn'n�rii�R'�+i`rrRnnfl � / � ,' I
r!iiiii'ir'rir
"'l, ia??rizi�!<rrl;,
M� o DITCH X-5 B , ��°' ,;' �,. j �,> a DITCH X-3 B
t�
os
/'`
/ l o� mrii'q!�r!`riii4 DITCH X-1, X-2 C II II FARMHOUSE OR
rrrr,i'i'!r!!lee,-
a
ul
DITCH X-3 A ---J
�� L a —_ �2
�i`ra
.0, ° o
i a J
STUB
EXISTING DITCH �� DITCH X-1, X-2 B --_,
BLAKE FARM AMENITY AREA
• a a \ \ \\��/ � 11 IIM � �
a 1 11 S I L—=y I
M /
DITCH X-1, X-2 A
EXISTING DITCH �\>
� J
I o `�
w.
♦ Land
- BLAKE FARM SF -1 SUBDIVISION DA'E' 9'182017 SCALE x-110
v�1VxIQMCREED Trask Land MCEPRDJ y 0652504 xs-1100
TOPSAILTOWNSHIP DRANN MAB/RMC/MDH HORIZONTAL:
Southern Environmental Group, Inc. �`� PENDER COUNTY NORTH CAROLINA Deslcrveo RMc �NOTEo� 2e�
243 North Front Street f0 5315 South College Road, Suite E CHECKED RMC VERTICAL
Wilmington, North Carolina 28401 SEC Wilmington, North Carolina 28412 BI.P.KE FART- PROD. MGR. RMC wA 12 __
Phone: [phone] , Fax: [phone] Phone: [phone] Eastwood Road \
NC NC. No. F-1222 Wilmington, NC 28403 ' SECTION VIEW KEY sTATus: WETLANDS PLAN "�19-
www.r coo. F reed.com (910) 799-87551 j NOT FOR CONSTRUCTION ----
STUB
Ct) —
DITCH X-1 B DITCH X-1 A
BLAKE FARM BLVD
EXTENDS TO HWY 17

CD
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v
0
0
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11111111111111111
1111111111111111111111111111111
111111111111111111111111111111
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IIIIIIIIV111►11111111111111111
111111111'1111111111111111111111
111111111111111111111111111111
111111111 I 111.111111111111111111
40
LOT PAD
111111
1111111111111 I I I 1111111111111111
1�111111111111111111111111I
1 11111111111►111111111111
X-4
40
35
30
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30
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1111111111111111111111111111111
111111111111111111111111111911
11111111111111111111111111/,,111
111111111111111111111'lllll/lll
0
�11111111111111111IIIIGIIt11,1111111111116111111111
11111911111111111FIIIAIC:i11111i1111711111111111
1111111111l11111l:11►'"1111111111111111111111111111
+
111111111191111/,11111111111111l1!::Lii
ifl
at
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111111111
O O
M
11�19111111►111i11111;1111111111111111111111111111
IIP111111111111111L'�'%1111111111111111111111111111
111111111111111111111111111111111111111111111111
111111
0
Ln
Ln
+
111111111
111111111111111111111111111111
+
+
U
U
O
O
X-3 AVG. DEPTH = 3'
N �
M M
0 0 Ln
0 Ln I--
+ + +
0 0 0
DITCH X-3 B
X-3 AVG. DEPTH = 3'
45
45
11111111111111111
IIIIIIIIIIIIIIIG� ��
LOT PAD
11111111111111111
1111111111111111111111111111111
111111111111111111111111111111
I 1
; � 11111111
11111111
IIIIIIIIV111►11111111111111111
111111111'1111111111111111111111
111111111111111111111111111111
111111111 I 111.111111111111111111
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35
1111111111111 I I I 1111111111111111
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1 11111111111►111111111111
X-4
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IIIIIIIIIIIIIIIIIII111111111U1
30
3C
ii1111111111111/,11111111111111111011
O r N
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M V M
0 Ln
1111111111111111111111111111111
111111111111111111111111111911
11111111111111111111111111/,,111
111111111111111111111'lllll/lll
M M
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11111911111111111FIIIAIC:i11111i1111711111111111
1111111111l11111l:11►'"1111111111111111111111111111
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111111111
O O
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IIP111111111111111L'�'%1111111111111111111111111111
111111111111111111111111111111111111111111111111
111111
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111111111
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111111111
111111111111111111111111111111
111111111111111111111111111111
1111
111111111111
U
U
U
111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111
an
CD
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DITCH X-1 B
ITCH X-1 B
1
45
111111111111111
•
40
111111111111111
111111111111111
111111111111111
111111111111111
35
1111Gi:11111117
111111111111911
6:11111111111,111
1111 011111,111111
30
1111111111111111
111/1111
1
N �
M M
0 0 Ln
0 Ln I--
+ + +
0 0 0
DITCH X-3 B
X-3 AVG. DEPTH = 3'
45 45
0 0 Ln
0 Ln F --
C)
0 0 0
X-3 AVG. DEPTH = 3'
0 0 0 0 0 Ln
C, Ln o Ln O N
co N N
DITCH X-1, X-2 B
X-1 AVG. DEPTH = 3' X-2 AVG. DEPTH = 4'
45
45
45
.11111 HIM
LOT PAD
LOT PAD
111111111111111111111111111111111111111111111111
1111111111111111111
1111111111111111111
I 1
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11111111
35
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35
111111111111111111111111111111111111111111111111
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30
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11111911111111111FIIIAIC:i11111i1111711111111111
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ifl
at
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n
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I-
I
11�19111111►111i11111;1111111111111111111111111111
IIP111111111111111L'�'%1111111111111111111111111111
111111111111111111111111111111111111111111111111
111111
Ln
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+
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111111
111111111111111111111111111111
1111
11111111111111111111111111
U
U
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111111111111111111111111111111111111111111111111
111111111111111111111111111111111111111111111111
•
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1
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45 45
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0 0 0
X-3 AVG. DEPTH = 3'
0 0 0 0 0 Ln
C, Ln o Ln O N
co N N
DITCH X-1, X-2 B
X-1 AVG. DEPTH = 3' X-2 AVG. DEPTH = 4'
45
45
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LOT PAD
LOT PAD
40
I 1
40
35
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35
35
X-4
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X-4 AVG. DEPTH = 3'
45
45
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LOT PAD
LOT PAD
40
I 1
40
35
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40
35
X-5
35
30
X-4
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at
M
M
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U
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♦ //yy77��//��� //(��+ //���}���17� BLAKE FARM SF -1 SUBDIVISION MCE 9/18204 SCALE use nc xuew
U-r���{ H H Trask Land / MCE PROD. ,y 06525-04 XS'Y01
♦11�L.Lv V `.1�■ �� •� J TOPSAILTOWNSHIP ORANN MAB/RMC/MDH HORIZONTAL:
"oTEo
Southern Environmental Group, Inc. ' PENDER COUNTY NORTH CAROLINA CHECKED
RMC 1 3
Wil North Front Street 70 5315 South College Road, Suite E cHECREo RMc VERTICAL:
Wilmington, North Carolina 28401 - Wilmington, North Carolina 28412 BLAKE FARM
,
Phone: [phone] , Fax: [phone] SeC" Phone: [phone] Eastwood Road ' X -1A THROUGH X -5A SECTION PROJ. MGR. RMC 13 __
NC UC. No. F-1222 Wilmington, NC 28403 sTATus: WETLANDS PLAN
WWW
.r coo. F reed.com [phone] VIEWS NOT FOR CONSTRUCTION ----
45 45
LOT PAD
40 40
35 35
X-2
30 X-1 30
M m
7 an M
0 0 Ln
O Ln
I I I
0 0 0
DITCH X-1, X-2 C
X-1 AVG. DEPTH = 3'
X-2 AVG. DEPTH = 4'
DITCH X-5 A
EQ."N_\TLen17i1117H►,4
45
45
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40
I 1
40
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45
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45
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43
11A11111111 11111111
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11]11111111111111111
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BENT OAK
DR.
0
40
40
40
CONST.
WETLAND
TEMP. I M PACT
40
35
35
35
35
M30
35
X-6
PERM. IMPACT
xa
30
WETLAND C
X-6
30
O
O
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3
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45 45
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O
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DITCH X-6 B
11111111111111111111
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X-5 AVG. DEPTH = 2'
1111►11 1
11111111111111111111
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IIIIIIIII:illlllllll
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X-6 AVG. DEPTH = 2'
45
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111111111
43
11A11111111 11111111
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1111
11]11111111111111111
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111111111
CONST. WETLAND
40
CONST.
WETLAND
O O Ln
LCA O N
O
DITCH X-5 B
DITCH X-6 A
DITCH X-6 B
11111111111111111111
11111111111111111111
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X-5 AVG. DEPTH = 2'
X-6 AVG. DEPTH - 2'
11111111111111111111
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IIIIIIIII:illlllllll
X-6 AVG. DEPTH = 2'
45
11111111111111
1111
111111111
43
45
1111
11]11111111111111111
11111111111111111111
111111111
CONST. WETLAND
40
CONST.
WETLAND
40
40
40
35
35
35
35
DITCH X-5 B
DITCH X-6 A
DITCH X-6 B
DITCH X-6 C
X-5 AVG. DEPTH = 2'
X-6 AVG. DEPTH - 2'
X-6 AVG. DEPTH = 2'
X-6 AVG. DEPTH = 2'
45
45
43
45
CONST. WETLAND
40
CONST.
WETLAND
40
40
40
35
35
35
35
xa
X-6
30-
30 30
3
30
WETLAND
-
25
25
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on
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♦ //yy77��//��� //(��+ //���}���17� BLAKE FARM SF -1 SUBDIVISION "CE 9"8201 SCALE XS -10
Vr�� �{ H H Trask Land / "CE PROD. ,y 06525-04
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v Southern Environmental Group, Inc. �� PENDER COUNTY NORTH CAROLINA CHECKED
RMC VERTICAL'
1 4e�
243 North Front Street 5315 South College Road, Suite E cHECREo RMc VERTICAL:
Wilmington, North Carolina 28401 $EC Wilmington, North Carolina 28412 BLAKE J. MGR. Rmc wA 14 --
Phone: [phone] , Fax: [phone] Phone: [phone] Eastwood Road -56 THROUGH X -7A SECTION VIEW 4TATIl4:
NC IJC. No. F-1222 Wilmington, NC 28403 �' WETLANDS PLAN
www.m ckimcreed.com [phone] NOT FOR CONSTRUCTION ----

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45
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0 0 C C C 0
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DITCH X-8 C
X-8 AVG. DEPTH = 3'
DITCH X-8 B
X-8 AVG. DEPTH = 3'
45
0 0 0 0 0 0 C o C 0 0
U Ln U Ln U Ln U Ln C L<� U
+ + + + + + + + + + +
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♦ //yy77��//��� //(��+ //���}���17� BLAKE FARM SF -1 SUBDIVISION °"�' 9"8204 SCALE XS -10
Vr�� �{ H H Trask Land / MCE PR°J. ,y B/RMC4
v♦11�L.Lv V `•1�■ �� •� J TOPSAIL TOWNSHIP °RANK MAB/RMC/MDH HORIZONTAL:
Southern Environmental Group, Inc. PENDER COUNTY NORTH CAROLINA DESIGNED RMC �NOTEo 15
243 North Front Street 5315 South College Road, Suite E CHECKED RMC VERTICAL:
Wilmington, North Carolina 28401 Ill- Wilmington, North Carolina 28412 \BLAKE PROD. MGR. RMc wA 15 --
Phone: [phone] , Fax: [phone] SEC's Phone: [phone] Eastwood Road \ —8A THROUGH X -8D SECTION VIEW
Wilmington, NC 28403 \�' STATUS. WETLANDS PLAN "�19°"
www C. No. F-1222 [phone] - NOT FOR CONSTRUCTION ----
.m ckimereed.com

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FIRE HYDRANT (TYP.)
x-
56 II 55 II 5a 1111 53 111 52 11
116 / 104 t!4t4pii"'t4�tf4it'�44`' �� % '4 v/� II II II STUB
15 / 109 103 ,/ `'!4r'Uit�iyfi+iii"44+�'fiiitf`', fittt'fg4 /' —
1 110 JI 102 � TR C ti'"1(;,V"+�'�'«i4+ ti «i�f, f 5-
1I ---, 101 E A a"'u+ to F O II 0 19 18 17 16 151
0100 I E J F 13 ,
LEGEND 112 s9 ;`+'�<'f+« �_ 0IV,
113 N �i f t �+ F48
SANITARY SEWER ss L Q
X J —�- _ J
t2w-t2w WATER LINE 10
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34 35 36 371 I L_ '_J
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i� 'fi�� rrtE `� ' �� ` .:.: ' ' ;;;',•`. \41 //a9 I L--- l_ OUTLET BOX FOR
"' '
GRAPHIC SCALE 38 LINEAR POND .,,q�, • ....� ',� � ' . , .. ` � �'~ � • �
soo o iso soo soo 'SYSTEM
2
1 inch = 300 ft.
♦ BLAKE FARM SF -1 SUBDIVISION SCALE x,CU101
'DATE: 9f18rz0n
V ,� w � MCA PROS. k MAB R4
}V� -HORIZONTAL
� Trask Land � TOPSAIL TOWNSHIP DRAWN MAB RMC
' `� ����` PENDER COUNTY NORTH CAROLINA CHECKED
RMC 16 x �� ' BLAKE FARM BLVD
243 North Front Street CHECKED RMC VERTICAL:
Wilmington, North Carolina 28401 BLAKE FARM fteaJ. MCR. RMC
x`A � J
Phone: [phone] Fax: [phone] Eastwood Road EXTENDS TO HWY 17
Wilmington, NC 28403 UTILITY MAP sTAms: WETLANDS PLAN
NC LICNo. F-1222
.. rickinn—ed.com [phone] NOT FOR CONSTRUCTION

CD
a
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0
0
N
L0
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7-29
X28 a
I ,
h
30
8J^ WETLAND C'�
L'IMI TS OF
DISTURBANCE
a� WE ARE RELOCATING THE OUTFALL \
LOCATION OF DITCH X-5 AS SEEN ON SHEET
8 TO PROMOTE POSITIVE DRAINAGE AND
PROVIDE AN OUTLET FOR WETLAND "C"
37 �b
I
l P-7 (SEE
TEMPORARY DETAILON
IMPACT SHEET 8)
r ��\
I WETLAND C r ��
I i � l
N,
GRAPHIC SCALE
HORIZONTAL
1 inch = 50 ft.
1 inch = 5 ft.
VERTICAL
10+00
PLAN & PROFILE PROPOSED DITCH P-7
11+00 12+00 13+00
PROPOSED
RADE
40
30
14+00 14+57
--- \1
C /
100
10
� 85
LOT 85 AND WETLAND "C" INSET
WETLAND "C" CONSTRUCTION SEQUENCE:
1. INSTALL PHASE 1 SEDIMENT AND EROSION CONTROL AND
SILT FENCE ALONG TEMPORARY IMPACT AREA. BEGIN
CLEARING AND GRUBBING OPERATIONS, ROUGH GRADING
OF THE SITE AND INSTALLATION OF THE STORM WATER
COLLECTION SYSTEM.
2. ESTABLISH TEMPORARY AND PERMANENT IMPACT AREA
OF WETLAND "C" FROM BENT OAK DRIVE RIGHT OF WAY.
3. COMPLETE CONSTRUCTION OF BENT OAK DRIVE ROADWAY
COMPLETE AND LOT PAD GRADING OF LOT 85.
4. STABILIZE SIDE SLOPES TO CONSTRUCTED WETLAND. IF
RELEASED BY SEDIMENT AND EROSION CONTROL
INSPECTOR, REMOVE WETLAND PROTECTION MEASURES.
g ♦ /'�� BLAKE FARM SF -1 SUBDIVISION 'DATE; 1652L04 SCALE "CP 101
�/���/� Trask LandTOWNSHIP
NCE PROJ q 652504 HORIZONTAL:
lYl-1V & TOPSAIL TOWNS HIP DRANK MAB, RMc ,�"o,Eo "•�"<"��
��"�' PENDER COUNTY NORTH CAROLINA DESIGNED RMC
0
243 North Front Street � CHECKED RMC �ERTCAL:
17
Wilmington, North Carolina 28401 \BLAKE FARM) PROJ. NCR. RMC wA
Phone: [phone] , Fax: [phone] Eastwood Road �/ P-7 WETLAND CROSSING PLAN &
Wilmington, NC 28403 \ srAnls: WETLANDS PLAN 90R
EMSION NC LIC. No. F-1222 9io 799-8755 PROFILE
www.mckimcreed.com ) NOT FOR CONSTRUCTION
ROP
RAD
SED
-
- ,,EXISTING
STA
TOP
T O PR
OF BANK
POSE
EL
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37.0
H P--7
AN
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F P--7
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----
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IN V.
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: 35.
DITCH
EV
L:
10+00
PLAN & PROFILE PROPOSED DITCH P-7
11+00 12+00 13+00
PROPOSED
RADE
40
30
14+00 14+57
--- \1
C /
100
10
� 85
LOT 85 AND WETLAND "C" INSET
WETLAND "C" CONSTRUCTION SEQUENCE:
1. INSTALL PHASE 1 SEDIMENT AND EROSION CONTROL AND
SILT FENCE ALONG TEMPORARY IMPACT AREA. BEGIN
CLEARING AND GRUBBING OPERATIONS, ROUGH GRADING
OF THE SITE AND INSTALLATION OF THE STORM WATER
COLLECTION SYSTEM.
2. ESTABLISH TEMPORARY AND PERMANENT IMPACT AREA
OF WETLAND "C" FROM BENT OAK DRIVE RIGHT OF WAY.
3. COMPLETE CONSTRUCTION OF BENT OAK DRIVE ROADWAY
COMPLETE AND LOT PAD GRADING OF LOT 85.
4. STABILIZE SIDE SLOPES TO CONSTRUCTED WETLAND. IF
RELEASED BY SEDIMENT AND EROSION CONTROL
INSPECTOR, REMOVE WETLAND PROTECTION MEASURES.
g ♦ /'�� BLAKE FARM SF -1 SUBDIVISION 'DATE; 1652L04 SCALE "CP 101
�/���/� Trask LandTOWNSHIP
NCE PROJ q 652504 HORIZONTAL:
lYl-1V & TOPSAIL TOWNS HIP DRANK MAB, RMc ,�"o,Eo "•�"<"��
��"�' PENDER COUNTY NORTH CAROLINA DESIGNED RMC
0
243 North Front Street � CHECKED RMC �ERTCAL:
17
Wilmington, North Carolina 28401 \BLAKE FARM) PROJ. NCR. RMC wA
Phone: [phone] , Fax: [phone] Eastwood Road �/ P-7 WETLAND CROSSING PLAN &
Wilmington, NC 28403 \ srAnls: WETLANDS PLAN 90R
EMSION NC LIC. No. F-1222 9io 799-8755 PROFILE
www.mckimcreed.com ) NOT FOR CONSTRUCTION

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WETLAND E EXISTING GRADE _
+/- 37.0'.
PROP GRADE = 37'
ROADSIDE SWALE ON BFB ELEV
= 36'
EXISTING DITCH
WETLAND E - PLAN VIEW ,
PROPOSED BLAKE FARM BOULEVARD r
ROADSIDE SWALE
e SEAL
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GRAPHIC SCALE —
100 0 50 100 200 ��'y:riNE`'.•'
ly. V1
1 inch — 100 ft. Of
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50
45
45
40
PROPOSED RADE
40
BLAKE FARM BLVD
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EXISTING
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WETLAND E EXISTIN
GRADE =+/-37.0'.
PROP GRADE =37'
ROADSIDE SWALE0
ELEV=36'
10+00 11+00 12+00
SECTION E -E
J BFB
WETLAND E - CROSS SECTION
PROPOSED BLAKE FARM BOULEVARD
ROADSIDE SWALE
s Trask L0.11 MCE 0652501 SCALE
IQNl�?'D BLAKE FARM SF -1 SUBDIVISION �oP i2
�' MCE PROJ. k 9/1M014
TOPSAIL TOWNSHIP DRAWN MAB, RMC HORIZONTAL:
'��\"' PENDER COUNTY NORTH CAROLINA DESIGNED RMC
243 North Front Street .: CHECKED RMC �ERPCAL: 18
Wilmington, North Carolina 28401 ',,BLAKE Ffi,i.Ni_i PROJ. MGR. RMC wA
Phone: [phone] , Fax: [phone] Eastwood Road WETLAND E BFB ROAD CROSS
Wilmington, NC 28403 WETLANDS PLAN0X
NC UC. No. F-1222 SECTION VIEW
REVISIDNS 910 www.mckimcreed.com ) 799-8755 srAus:NOT FOR CONSTRUCTION

DRIVEWAY (20')
SETBACK FROM ROW
EXISTING GRADE
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PROPOSED GRADE
25
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45
33.
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DAYLIGHT TO WETLAND
BACKYARD
— PERMANENT IMPACT
TEMPORARY IMPACT
ACT, LOT 57
45
SETBACK
ROW
BEGIN WET
1SE DRIVE
TEMPORAR
40
5' 40
PROPOSED
--
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3RADE
ADE
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1 inch = 60 ft.
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; MAB, RMC HORIZONTAL:
c4�'\� PENDER COUNTY NORTH CAROLINA DESIGNED RMC
AsxoTEo ox a:
243 North Front Street � I CHECKED RMC \ERPCAL. 1 9
Wilmington, North Carolina 28401 BLAKE FARM, PROJ. MGR. RMC wA
Phone: [phone] , Fa.: [phone] 1202 Eastwood Road / WETLANDS IMPACT MAP
V151IXJWilmington, NC 28403�� srAus: WETLANDS PLAN
RE °
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LEGEND
SHALLOW LAND ZONE
+ +
SHALLOW WATER ZONE
DEEP POOL AND F0IEBAY ZONE
TOPSOIL SPECIFICATIONS
TOPSOIL TO BE ADDED TO TOP OF CONSTRUCTED WETLAND SHELF IF
NATIVE SOILS ARE NOT SUITABLE FOR GROWTH OF SELECTED PLANT
SPECIES.
TOPSOIL SHALL BE WELL MIXED, FREE OF TRASH AND DEBRIS,
UNCOMPACTED, AND VOID OF LARGE (>2 INCHES) AND WOODY
MATERIAL (>3 INCHES).
TOPSOIL SHALL MEET THE FOLLOWING SPECIFICATIONS:
SOIL TYPE: CLAY < 60%, SAND < 80%, SILT < 80%
ORGANIC CONTENT: 5-8%
P -I: 20<50
PH: 6.0-7.0
IN THE EVENT THAT SELECTED TOPSOIL DOES NOT MEET SPECIFICATION
LISTED ABOVE, SOIL CAN BE AMENDED BY ADDITION OF APPROPRIATE
MATERIALS.
UPON PLACEMENT OF TOPSOIL. AREA SHOULD BE LIGHTLY COMPACTED
TO ENSURE STABILIZATION OF MATERIAL.
EXCESSIVE TRAFFICKING OF EQUIPMENT OVER CONSTRUCTED WETLAND
PLANTING AREAS SHOULD BE AVOIDED.
MINIMUM DEPTH OF TOPSOIL SHOULD BE 12 INCHES.
GENERAL PLANTING NOTES
PREVENT FROM COMPACTING TOPSOIL, TO PROMOTE HEALTHY
ENVIRONMENTAL CONDITIONS FOR THE PLANTS.
PLANTS OF THE SAME SPECIES SHOULD BE PLANTED IN CLUSTERS,
THESE CLUSTERS SHOULD CONTAIN 4-6 PLANTS OF THAT SPECIES.
ALL PLANTS SHOULD BE PLANTED IN THE SPECIFIED ZONE TO ENSURE
SURVIVAL.
AVOID PLANTING INDIVIDUAL SPECIES IN LARGE GROUPS BY SPACING
CLUSTERS A MIN. OF 5' APART.
ALL ZONES TO BE PLANTED WITH BARE ROOT, PLUGS, OR CONTAINER
UVE PLANTINGS AS SPECIFIED
SEE PLANTING DETAIL FOR PLACEMENT OF PLANTS.
BEGIN PLANTING DURING LOCAL GROWING SEASON IN ORDER TO
ENSURE THAT PLANTS HAVE ADAQUET TIME TO ESTABLISH BEFORE
WNTER MONTHS.
FRESH PLANTS WILL BE OBTAINED FROM A NURSERY AND WILL BE
STORED NTH ROOTS IN MOIST SOILS.
PLANTINGS WILL BE INSPECTED AND MAINTAINED. PLANTS WILL BE
INSPECTED FOR WASHOUT. WASHED OUT PLANTS WLL BE REPLACED.
A SUITABLE STAND OF WETLAND PLANTS NU_ BE ESTABLISHED WTHIN
8 MONTHS OF PLANTING. A 902 SURVIVAL RATE MEETS THIS
OBJECTIVE. SUPPLEMENTAL PLANTINGS WILL BE PROVIDED AS NEEDED
TO MEET THIS CRITERIA.
THE SPECIFIED PLANT MATERIALS MAY BE OBTAINED FROM ANY
NURSERY, INCLUDING: COASTAL PLAIN CONSERVATION NURSERY, 3067
CONNERS DR. EDENTON, NC 27932. [phone].
SEEDBED PREPARATION
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
RIP THE ENTRANCE AREA TO 6 INCHES DEPTH.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM.
APPLY AGRICULTURAL LINE, FERTILIZER, AND SUPER PHOSPHATE
UNIFORMLY AND MIX WTH SOIL (SEE BELLOW).
CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY
UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP.
SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY
WTH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR
RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND
SHOULD BE OVER 60% DAMAGED, REESTABUSH FOLLOWING ORIGINAL
LIME, FERTILIZER AND SEEDING RATES.
CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
, APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE
FERTILIZER - 1000 LBS/ACRE (10-10-10)
SUPER PHOSPHATE - 500 LHS/ACRE (20%)
MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW)
ANCHOR - ASPHALT EMULSION AT 450 GAL
FOREBAY DEEP POOL
2,009 SF SURFACE AREA
SED. STORAGE EL: 34.00'
BOTTOM ELEV: 33.00'
II
II
II
I 1
NON-FOREBAY DEEP POOL IVJ
3,280 SF SURFACE AREA 1 \
SED. STORAGE EL: 34.00' 1
BOTTOM ELEV: 33.00'.y1
3 \ \
OUTLET STRUCTURE;
SEE DETAIL, THIS SHEETL
_ _ —CONSTRUCTED WETLAND #4
2 /1 SCALE: 1" = 20'
35.94 1\�
I / \
TEMPORARY POOL—
ELEV: 36.60'
I �
\\ I SHALLOW LAND ZONE
10,431 SF TOTAL SURFACE AREA
ELEV 36.00' TO 36.60' (TEMP POOL) _3
NORMAL WATER SURFACE -
PERMANENT POOL ELEV. = 36.00-
SHWT = 36.28
A++++ + ++ + + + 11
/ I
- — — — — -- — — — —
INV: 34.95
l
FOREBAY DEEP POOL
1,318 SF SURFACE AREA
SED. STORAGE EL: 34.00'
BOTTOM ELEV: 33.00'
\I
NON-FOREBAY�DEEP POOL
\ 736 SF SURFACE AREA
\ SED. STORAGE EL: 35.00'
RE HEIL...
BOTTOM_ ELEV: 34.00'
_
\ SA \ \\
\ SHALLOW WATER ZONE
11,232 SF SURFACE AREA
BOTTOM ELEV: 35.50'
NORMAL WATER SURFACE
\ + + PERMANENT POOL ELEV. = 36.00
/ \ + + SHWT = 36.28
+ +
I I I
v
NON-FOREBAY DEEP POOL
405 SF SURFACE AREA
SED. STORAGE EL: 35.00'
BOTTOM ELEV: 34.00'
SHALLOW LAND ZONE SHALLOW WATER ZONE
ELEV 36.00'-36.60' MSL ELEV = 35.5' MSL
SHALLOW WATER ELEV=
35.50' MSL
iR�[dinE�ti�'[PfF'7_F')F49ia7fifY 1NiI:f�9ICil1➢Cde:LlifYT:s�a:i{1Ra
2. APPROXIMATE % OF EACH ZONE:
FOREBAY - 15%, DEEP POOL - 10%, SHALLOW WATER - 40%, SHALLOW LAND - 35%
FOREBAY SURFACE AREA = 3,327 SF
DEEP POOL SURFACE AREA (NON-FOREBAY) = 4,421 SF
SHALLOW LAND ZONE SURFACE AREA = 10,431 SF
SHALLOW WATER ZONE SURFACE AREA = 11,232 SF
ENTIRE WETLAND SURFACE AREA = 29,410 SF (AT ELEV 36.00')
NOTE- SURFACES AREAS ARE MEASURED TO THE
PERMANENT POOL ELEV = 36.00'
TEMPORARY SEEDING
GRASS TYPE
AMOUNT/
1000 S.F.
TIME OF
SEEDING
INITIAL
RYE GRAIN
1 1-2 LBS.
APRIL - JUNE
25 LBS. 10-10-10
BROWNTOP MILLET
1-2 LBS
IJUNE - AUGUST
25 LBS 10-10-10
PERMANENT SEEDING
STORM ELEVATIONS
AMOUNT/
TIME OF
CREATED WETLAND
GRASS TYPE
1000 S.F.
SEEDING
INITIAL
BERMUDA,
1_2 LHS.
APRIL - JUNE
25 LBS. 10-10-10
COMMON
36.60'
[ C
FESCUE, TALLJUNE
(KENTUCKY 31)
5-7 LBS
- AUGUST
FEB. - OCT.
25 LBS 10-10-10
SERICEA
INV
(d50 = 8") & 4 NCDOT NO. 57
STONE BEDDING WRAPPED WTH
LESPEDEZA
1-2 LBS
MARCH - APRIL
25 LBS 10-10-10
(SLOPES
(SI GEOTEX 801 OR APPROVED
10 -YEAR:
37.23'
1+11 \\\
+
+ \ i
+ I \V
SCALE: 1" = 20
FOREBAY/NON-FORERAY WETLAND ZONE
ELEV = 33.00 BOTTOM
ELEV = 34.00 SEDIMENT STORAGE
OPTION #1 - DESIGN CRITERIA
CONSTRUCTED WETLAND ZONES
POOL ELEV=34.00'
1 I
2O rtP0fESS�v
SEAL ` v
S O1�Si4
4'x4' REINFORCED CONCRETE
RISER BOX (ASTM C1433)
18" RCP
OUTLET BARREL
4 Fi
5 FT
TOP
RASH RACK
#5 REBAR SPACED 4" O.C.
RISER RIM d. 38.60IS- RCP
STORM ELEVATIONS
0 '�
EMERGENCY SPILLWAY
CREATED WETLAND
#44
CW #4:37.80
ORIFICE INV 38 00'
r STORAGE
P90 DESIGN STORM (1.74")
Y ZONE ONLY)
PROPOSED DEPTH:
36.60'
[ C
RIP -RAP EMERGENCY SPILLWAY
OUREi 35.10'
12" NCDOT CLASS B RIP -RAP
INV
(d50 = 8") & 4 NCDOT NO. 57
STONE BEDDING WRAPPED WTH
O.C.
'I L, EXISTING DITCH
18" RCP
OUTLET BARREL
1 .I
INVERT: 35.10'
L L— 4.0" PVC SCH. 40 PIPE WITH
FRONT 45 DEG BEND. DRILL 2.5"
HOLE IN CAPPED END
mm
CREATED WETLAND #4 OUTLET STRUCTURE
NOT TO SCALE
TOP OF WETLAND
cw g4:3e.s0
STORM ELEVATIONS
0 '�
EMERGENCY SPILLWAY
CREATED WETLAND
#44
CW #4:37.80
r STORAGE
P90 DESIGN STORM (1.74")
Y ZONE ONLY)
PROPOSED DEPTH:
36.60'
ELEV = 33.00' MSL
RIP -RAP EMERGENCY SPILLWAY
DESIGN STORM
12" NCDOT CLASS B RIP -RAP
(d50 = 8") & 4 NCDOT NO. 57
STONE BEDDING WRAPPED WTH
2 -YEAR:
36.68'
NON -WOVEN FILTER FABRIC
(SI GEOTEX 801 OR APPROVED
10 -YEAR:
37.23'
EQUAL)
25 -YEAR:
37.70'
EMERGENCY SPILLWAY SECTION
NOT TO SCALE
100- YEAR:
38.23'
A -- A
CONSTRUCTED WEFLAND OUTFALL PROTECTION
3da
Q
-- NOTES:
WETLAND 4
1. La IS THE LENGTH OF THE RIPRAP APRON.
OUTLET PIPE DIA.
18"
2, d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT
NOT LESS THAN 6".
OUTLET FLOW RATE
11.2 CFS
PLAN 3. IN A WELL - DEFINED CHANNEL EXTEND THE APRON
UP THE CHANNEL BANKS TO AN ELEVATION OF 6•
OUTLET VELOCITY
6.6 FTS
ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE
TOP OF THE BANK, WHICHEVER IS LESS.
MATERIAL
CLASS A
La 4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
LENGTH
6.0'
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
W DTH
4.5'
STONE DIA.
6"
THICKNESS
9"
OUTLET PROTECTION DETAIL
NOT TO SCALE
DATE: 09/18/17 SCALE
_` ` s` ` ♦ _— BLAKE FARM SF -1 SUBDIVISION NCN 501
Trask Land MCA PROM # 06323-0004 HORIZONTAL
\ TOPSAIL TOWNSHIP DRAWN RMC, MAB, CDN, MOH N A
�' �'" DESIGNED RNC. NAB. CDN wxc xuu
PENDER COUNTY NORTH CAROLINA CHECKED RMC RAM, DIN VERTICAL: r�
�ti�, Want trail �p� � BLAKE FARM ',I 20
Peon« (s10�laa Fax (910)2M—MM 1402 Eastwood Road SCM 4 LAYOUT AND CROSS PROJ. MGR. RMC WA
WAlmington, NC 28403 STATUS: SECTIONWETLANDS PLAN
NC LIC. No. F-1222 f£WSIOn
REMSIONS vw.lnolwnorsldoom [phone] NOT FOR CONSTRUCTION