SW8071221_Approved Plans_20080114

3
a
0
c
y
W
J
CONSTRUCTION DRAWINGS
N
TRIGON ENGINEERING CONSULTANTS_, INC.
700 BLUE RIDGE ROAD,SUITE 101
S EA Wy TATI 11 RALEIGH,NC 27606
q*$1,0S OFFICE:[phone] FAX:[phone]
NDE PLAN ON
o�EAN N o
x
9 LAWNIE
a DALE CIR SW
N W
F OTTOS PL SW Q
1010�1 M�EE ROAD S.R.1131 L '
SNAL G�
4
PHASE III 0
OAKGROVE �1 �
Q
CUMBEE ROAD & N.C. 17
SITE
LOCKWOOD FOLLY TOWNSHIP, BRUNSWICK COUNTY, NOR-FH CAROLINA ""
STANLEY RD SW
z
ANAYANf.;ROSw �Q�J zv 1OIN o
S
� V R
L
MA NED �
zo
co
90 % VICINITYMAP LuI"=2000'
INDEX OF SHEETS
SHEET NUMBER SHEET TITLE REVISION DATE
C-1.0 COVER SHEET- CONSTRUCTION DRAWINGS
C-2.0 EXISTING CONDITIONS
C-3.0 OVERALL SITE PLAN
C-3.1 SITE PLAN 1 (50 SCALE) m o � � M N o
C-3.2 SITE PLAN 2 (50 SCALE)
C-4.0 UTILITY PLAN INDEX
TOWN OF SHALLOTTE GENERAL NOTES:
GENERAL NOTES 1. PIPE SHALL BE LAID IN ACCORDANCE WITH MANUFACTURES' RECOMMENDATIONS AND THE C-4.1 UTILITY PLAN 1
1. SEWER PROVIDED BY TOWN OF SHALLOTTE. WATER PROVIDED BY BRUNSWICK COUNTY. PROJECT DRAWINGS AND TECHNICAL SPECIFICATIONS. SHOULD A DISCREPANCY EXIST BETWEEN
2. ALL UTILITIES, BOTH PUBLIC AND PRIVATE, THAT SERVE THE PROJECT TO BE LOCATED THE MANUFACTURERS RECOMMENDATIONS AND THE PROTECT DRAWINGS AND TECHNICAL C-4.2 UTILITY PLAN 2
UNDERGROUND. SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL CONTROL. C-5.0 j PUMP STATION
3. SANITARY SEWER MAINS ARE COMBINATION OF GRAVITY AND FORCED MAINS. 2. TRENCH SHALL BE DUG WHEN LAYING PIPE AND ENDS PLU'lGED WHEN LAYING IS DISCONTINUED.
4. WATER MAINS TO BE PVC UNLESS OTHERWISE NOTED. ANY WATER FROM THE EXCAVATION SHALL BE DISPOSED (f IN SUCH A MANNER THAT THE NATURAL
C-6.0 GRADING PLAN INDEX
5. WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 DRAINAGE OF THE AREA SHALL NOT BE DISTURBED. C-E, 1 GRADING PLAN 1
INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO THE PIPES WITH DUCT 3. TRENCH BACKFILL IS TO BE FREE OF STONES AND ANY FOF:EIGN MATERIAL, AND SHALL BE PLACE IN SEAb _
C-6.2 � GRADING PLAN 2 _
TAPE. THE INSULATED TO BE ACCESSIBLE N ALL VALVEAND METER BOXECI OR FUTURE LOCATION 4. DI TECT BLE TERRA TAPE D IS TO BEINSTALLED A PROXIMATELY ONE 1) FOOT(BELOW FINISHED C- t = ;� 32721
ALL VALVES O - --
_ FITTINGS. THIS WIRE ��O•mL �.� � .
O EROSION CONTROL PLAN INDEX
OF FACILITIES. GRADE AND DIRECTLY OVER ALL PIPE. --� -- -` - �` c/ N E ��
6. ALL CONSTRUCTION TO CONFORM TO THE CURRENT EDITION, AT TIME OF !SSUE, OF THE TOWN OF 5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL U%JERGROUND UTILITIES PRIOR TO _- ~
r �7 4 "I O`�ION CONTROL PLAN PHASE 1 ���,,,11'0,►
SHALLOTTE, BRUNSWICK COUNTY, NCDENR AND NCDOT STANDARD A, SPECIFICATIONS UNLESS DIGGING, WHETHER OR NOT THEY ARE SHOWN ON THE PL13\4S. UNDERGROUND UTILITY LOCATIONS, t�f?,,ION CONTROL PLAN PHASE 1
�g
OTHERWISE NOTED ON THESE PLANS. IF SHOWN ON THE PLANS, ARE BASED UPON THE BEST AVA'LABLE INFORMATION AND SHOULD BE CC 7.3 r EROSION CONTROL PLAN PHASE 1 I 1
°
7. STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. CONSIDERED ONLY AS APPROXIMATE. --
8. THE ON-SITE WATER SYSTEM IS TO BE PUBLIC. - „ 6. WATERLINES SHALL BE INSTALLED AT LOCATIONS AS SHOWN ON THE PROJECT DRAWINGS UNLESS C-7.4 EROSION CONTROL PLAN FINAL
9. THE ON-SITE SEWER SYSTEM IS TO BE PUBLIC. y OTHERWISE APPROVED BY THE TOWN AND THE ENGINEER N ADVANCE OF INSTALLATION.
10. BOUNDARY INFORMATION OBTAINED FROM A PLAT ENTITLED "BOUNDARY SURVEY FOR CUMBEE 7. THE MINIMUM DEPTH OF BURY SHALL BE THREE (3) FEET FFOM THE TOP OF PIPE UNLESS C-7. EROSION CONTROL PLAN FINAL
BRUNSWICK COUNTY REGISTER OF OTHERWISE NOTED ON THE PLANS. C-7.6
PARTNERS, LLC BY MURPHY GEOMATICS AND RECORDED AT BR � EROSION CONTROL PLAN FINAL
DEEDS IN CABNET 36, PAGES 286-288 ON 12-7-2006. 8. ALL FITTINGS INCLUDING REDUCERS SHALL BE BLOCKED SPECIFIED AND AS SHOWN ON THE C-8.1
11. TOPOGRAPHIC INFORMATION (V CONTOURS) PROVIDED FROM FIELD SURVEY INFORMATION BY DETAILS AND WITHIN THE PROJECT TECHNICAL SPECIFIC�l IONS. WET DETENTION POND
MURPHY GEOMATICS. 9. ABSOLUTELY NO WORK SHALL BE PERFORMED ON PRIVAT'y PROPERTY BEYOND ANY AREA WHICH C-9.0 - PLAN-PROFILE INDEX DEC 7 ���
12. ADDITIONAL TOPOGRAPHIC INFORMATION (2' CONTOURS) OUTSIDE OF SURVEY AREA FROM EASEMENTS ARE TO BE PROVIDED BY THE OWNER AND DE'.)ICATED TO THE TOWN OF SHALLOTTE.
INFORMATION PROVIDED BY NCDOT GEOGRAPHIC INFORMATION SERVICES AND GENERATED FROM 10. CONCRETE THRUST BLOCKING SHALL NOT OBSTRUCT WEEP HOLES ON ANY FIRE HYDRANT I _ PLAN-PROFILE ROAD B
LIGHT DETECTION AND RADAR (LIDAR) DATA OBTAINED FROM THE NORTH CAROLINA FLOOD ASSEMBLY, STEEL CASING PIPE, OR BOLTS ON ANY FITTIN(iS. 1 - PLAN-PROFILE ROAD C '
MAPPING PROGRAM IN MARCH 2O06. 11. WATER IN EXCESS OF THAT REQUIRED TO PRESSURE TEST, FLUSH, CHLORINATE AND REFLUSH
13. EXISTING SANITARY SEWER FORCE MAIN DESIGN INFORMATION SUPPLIED BY BOWMAN DESIGN AND MORE THAN ALLOWED BY THE TECHNICAL SPECIFICATIONS SHALL BE PAID FOR BY THE Cam. PLAN-PROFILE ROAD P
ENGINEERING SERVICES, PA. AS-BUILT INFORMATION ON EXISTING FORCE MAIN WAS NOT CONTRACTOR. EXCESS QUANTITIES SHALL BE ESTIMATED,BY THE ENGINEER. t-9.4 CUL DE SAC DID & ROAD O /
�- OWNER , DEVELOPER
AVAILABLE AT THE TIME OF ISSUE OF THESE PLANS. CONTRACTOR SHALL VERIFY EXISTING FORCE 12. THE WORK SHALL BE ARRANGED IN A MANNER THAT WILL CAUSE A MINIMUM OF DISTURBANCE TO
MAIN INFORMATION SHOWN AND INFORM DEVELOPER AND ENGINEER OF ANY ADJUSTMENTS OR VEHICULAR AND PEDESTRIAN TRAFFIC. ADEQUATE INGRESS AND EGRESS TO BOTH PRIVATE AND C-9.5 - PLAN-PROFILE ROAD O & CUL-DE-SAC EE
CUMBEE RD.
CHANGES THAT SHOULD BE MADE TO DEXISTING INFORMATION SHOWN HEREIN. PUBLIC PROPERTY SHALL BE PROVIDED BY THE CONTRACTOR DURING ALL STAGES OF C-9 6 PLAN-PROFILE ROAD R & PS#5
" 14. EXISTING WATERLINE INFORMATION SUPPLIED BY BOWMAN DESIGN AND ENGINEERING SERVICES, CONSTRUCTION. WITHOUT WRITTEN APPROVAL FROM TI-E TOWN OR UTILITY COMPANY, EXISTING PARTNERS, LLC
C-1C
PA. CONTRACTOR SHALL VERIFY EXISTING WATERLINE INFORMATION SHOWN AND INFORM SERVICES SHALL NOT BE INTERRUPTED BY CONSTRUCTION WORK. ANY PAVED AREAS UTILIZING .1 WATER DETAILS 6263 INGLESIDE DRIVE
DEVELOPER AND ENGINEER OF ANY ADJUSTMENTS OR CHANGES THAT SHOULD BE MADE TO OPEN-CUT AND PATCH SHALL BE REPAIRED THE SAME DAY AS CONSTRUCTION OCCURS. C-10.2 SEWER DETAILS WILMI NGTON, NC 28411
EXISTING INFORMATION SHOWN HEREIN. ABSOLUTELY NO OPEN TRENCHES SHALL BE LEFT OVERNIGHT. C-10.3 EROSION CONTROL NOTES & DETAILS
13. THE DEVELOPER'S CONTRACTOR SHALL INSTALL A WATER SERVICE ASSEMBLY TO EACH LOT AS (910) 3552-0634
SHOWN ON THE DETAILS. THE TOWN SHALL PROVIDE THE WATER SERVICE METER. C-10.4 EROSION CONTROL NOTES & DETAILS CONTACT: ADAM LISK
14. THE CONTRACTOR SHALL CONTACT THE TOWN OF SHALLOTTE UTILITIES DEPARTMENT (910/ C 10.5 EROSION CONTROL NOTES & DETAILS
754-4032)AND THE ENGINEER(910/754-8029)A MINIMUM OF FIVE (5)WORKING DAYS PRIOR TO
BEGINNING CONSTRUCTION. CONNECTION TO THE EXISTING TOWN WATERLINE SHALL BE
PERFORMED BY THE CONTRACTOR UNDER THE SUPERVISION OF THE TOWN OF SHALLOTTE
UTILITIES DEPARTMENT AND THE ENGINEER'S REPRESENTATIVE.
15. THE CONTRACTOR SHALL KEEP THE ENGINEER INFORMED RELATIVE TO THE PROGRESS OF THE
CONSTRUCTION. THE ENGINEER SHALL OBSERVE CONSTRUCTION ACTIVITIES AS REQUIRED BY �� SITE PLANS
NORTH CAROLINA GENERAL STATUTES 130A- 317. FAILJRE OF THE CONTRACTOR TO KEEP THE f
ENGINEER INFORMED MAY REQUIRE UNCOVERING OF WORK TO VERIFY COMPLIANCE WITH PLANS v
�.� AND SPECIFICATIONS. ANY COST ASSOCIATED WITH UNCOVERING WORK AND/OR VERIFYING w ��ti COVER SHEET
u COMPLIANCE SHALL BE BORNE BY THE CONTRACTOR.
16. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH S:,=CTGON 150 OF THE NCDOT STANDARD SEA WYNDE
SPECIFICATIONS FOR ROADS AND STRUCTURES.
APPI~,`"/rt� � PLANTATION PHASE III
NORTH CAROLINA =n,,,: 'Nr WIAL
MANAGF41 I.-.:���.N
DIVISION Ur vv ,.i tr .,,UAL.ITY
Date 7:6A y ar./ ,20�
17
CALL 48 HOURS ,,tNaS_WdC 1Z2 LO
1 CUMBEE ROAD & N.C.CKWOOD FOLLY TOWNSHIP
BEFORE YOU DIG TOWN OF SHALLOTTE
BRUNSWICK COUNTY,
NORTH CAROLINA
HORZ.SCALE: N/A
VERT.SCALE: N/A
DESIGNED BY: JFO
(� DRAWN BY: MMH
I111 CHECKED BY: ^JFO
DATE: NOVEMBER 21,2007
PROJECT NUMBER: 038-06-007
NORTH CAROLINA DRAWING
ONE-CALL CENTER
1-800-632-4949
cmi H.'
■
W

\ , 1 0„ 0
10
AU
Approximate Existing
( 12 Wetlands___
34.79 AC
. \ I . A "f
SOILS DATA: _ \P" A$
�$ �,v, i t 1 f' f
�-°L---` Baymeade fine sand, 1 to 6 percent slopes
"�.� Foreston loamy fine sand '`�� `',; °w,v f: } �� 1
/ I I TFUMC31V
r i / r
�. t.� Leon fine sand, 0 to 2 percent slopes TRIGON ENGINEERING CONSULTANTS IN
'`' Lynchburg fine sandy loam 1f3� 10 \x ;f C.
. ,
700 B LUE RIDGE ROAD,SUITE 101
ri. Mandarin fine sand \ { 1 0 >> _ RALEIGH,NC 27606
` t 00 ,
OFFICE:[phone] FAX:[phone]
�.�1 Rains fine sandy loam .» , \ `• /,,f,,` lf,' \ ,� " ti E t i
1 0 f \, 5� r 3,r. 4 Approximate Existing
° / 1` Wetlands °\
* SOILS INFORMATION OBTAINED FROM � �.. � � � -�y. � � � .,
BRUNSWICK COUNTY GIS ' 11> ``� f 7.97 AC�47—
`
W
i r
.`a
10
Old ;l j ,...w .. __ -- — �� _ _
,
Lo_.OEM NUNNle
».„,.� t
� � z
�� c !� ...,✓ ' PARCEL DATA: o
/ d f LO
I
! \ I PIN NO. LU
OWNER DEED AC. DB/PG DEED DATE ZONING SOURCE
BaB
` / 1830010501 SNUG HARBOR DEVELOPMENT 160.80 522211326 12113106 R-10 PLAT'
~ M / J / I , �" "' ✓ * BOUNDARY INFORMATION FROM "BOUNDARY SURVEY FOR CUMBEE PARTNERS, LLC" BY MURPHY
r i ` GEOMTIPAGES AND RECOR288 DED AT THE O BRUNSWICK COUNTY REGISTER OF DEEDS OFFICE IN CABNET
PIN: 18300106
Owner: Hewett, Elde eirs
N O
Deed Acres: 114.5 ;4C � ,f f � ( r _ � �` � � � �
MB/PG: 18/137 �' ; f . ' E r ' J J SURVEY NOTES: °'
Zoning: CO—R I D, / i t ' 1 % Jj _ `� z
Use: Mobile Home / c9 J+ / 1. BOUNDARY INFORMATION BASED ON SURVEY BY MURPHY GEOMATICS, PLS
J 1 / 2. TOPOGRAPHIC INFORMATION FOR TRACTS 2-5 OBTAINED FROM NCDOT GIS.
3. WETLANDS FOR TRACT 1 BASED ON SURVEY BY MURPHY GEMOATICS, PLS.
4. WETLANDS
TLA D''..qs qp ACTS 2-5 BASED ON DELINEATION BY LAND MANAGEMENT GROUP, INC.
i l i r r i
ROVED WETLANDS DELINEATION FOR TRACT 1 ONLY.
PIN: 1830008401
Approximate Existing Owner: Robinson, Harold C. Etux Selene R
f
Wetlands 7. 7 A(; Deed Acres: 15.50 AC
. DB/PG: 1386/0760 �� I�
L C / / si ) Zoning: CO—RU LEGEND: �.�
-' '\ } ( � %f l ( r 6 \ ; EXISTING WETLAND AREA = =
SE L �/ 3272
S f 0 .2G
I i fr m . / a �" ` � t _ —� EXISTING GRADE N E.• .
/ 1111111`ld
AJOINING PARCEL BOUNDRY
PHASE BOUNDRY LINE
s
TREE LINE
WETLAND BOUNDRY LINE
` _1 Water Company Inc
` c� Owner 8T000Heal Healing Wat
. ._._ .q Deed Acres: 19.00 AC
t r f w. - -
.`, / / DB/PG: 1120/0423
r
r
> Zoni CO R
t1 !
` OWNER / DEVELOPER
<f ✓ I I - ^".' .. f� �yy.Cl•^Y "•^vY','Y�.v'vm.-.ly<� S
1;00
CUMBEE RD.
PARTNERS, LLC
f J f > \\ , - 6263 INGLESIDE DRIVE
WILMINGTON NC
28411
[phone]
CONTACT: ADAM LISK
f
� � �, s t � ,4 __ ', �'� // � — _ -- `` �� SITE PLANS
x t
,r� TING
- � -�� j_ _ Y i CONDITIONS
, / f
S 1,V
SEA WYNDE
I , PLANT
1 �R,
� ATION PHASE III
6849?�, - '" i � ;' / Owner$Bro084 Lar W CUMBEE ROAD & N.C. 17
/ Larry Et Ricki F
—' 48 Dee PG:c es: 2 0337AC LOCKWOOD FOLLY TOWNSHIP
...., / / TOWN OF SHALLOTTE
_ Zoning: CO—RU BRUNSWICK COUNTY,
NORTH CAROLINA
41
HORZ.SCALE: 1"=100'
1.
PIN: 1830007904 ® /
VERT.SCALE: N/A
Owner: Bolinger, Mark Alan Et Darla Lynn s _
Deed Acres: 8.35 AC
DESIGNED BY: JFO
DB/PG: 1276/1190 d _ �
Zoning: CO—RU 4" _ ��' $,17�'g.42 DRAWN BY: ER
\ � N$1 1 \ CHECKED BY:
JFO
\ DATE: NOVEMBER 21,2007
�—� o �� PIN: 18300080
\ PROJECT NUMBER: 038-06-007
GRAPHIC SCALE \ / Deed Owner:
Ellen \
0 AC
_ / DRAWING
_ - goo o so �o0 20o aoo � PIN: 1830007802 \ Zoning: CO—RU \Owner: Evans Ottrue E Et Jean B
re"�
Deed Acres: 1.00 AC
(rm�x
DB/PG: 2187/1352 \ \
° * ( IN FEET ) / Zoning: CO—RU
D

>> ` Approximate Existing
` Wetlands
34.79 AC SITE DATA TABLE:
O LEGEND:
PROJECT:SEA WYNDE PLANTATION-PHASE III
\' 6� •� �' �
SITE INFORMATION:
MATION:
a v `
LOCATION: TOWN OF SHALLOTTE TRIG01\I
EXISTING WETLAND AREA BRUNSWICK COUNTY,NC
#� 4 �i � TOTAL
PARC DEED ACRES: 160.80 AC.
AJOINING PARCEL BOUNDRY 2. 1830010501,DB/PG 5222/1326, 160.80 AC. TRIGON ENGINEERING CONSULTANTS INC
700 BLUE RIDGE ROAD,SUITE 101
~ ZONING
P'HA ` NG INFORMATION: RALEIG H,NC 27606
142 10" O PARCEL 2: R-10 WITH PDR OVERLAY
� � � � PHASE BOUNDRY LINE
PROPOSED USE(ALL PHASES): OFFICE:[phone] FAX:[phone]
1 / \ 1 O `
RESIDENTIAL RETAIL(B-2)-18.86 ACRES
64 / ` ` ` ' _ WETLAND BOUNDRY LINE (R-7)-91.40 ACRES
RESIDENTIAL(R-10)-311.90 ACRES
n 1 -50 Approximate Existing
1 O �3� titi 'I L Wetlands
LIJ
189 C 7.97 AC- ` DENSITY/OPEN SPACE(R-10 WITH PRD OVERLAY): o
166 11987 -- g - - _ _ - - - MINIMUM DENSITY PERMITTED:
01 i
` 4,800 SF/LOT(9.075 UNITS/ACRE)
10" 190 - w - _ ` ACTUAL NUMBER OF LOTS: 144
Old 3382 - -
Axle 1 �� _ - - ` MINIMUM LOT SIZE:5,200 SF
00
GROSS DENSITY(ALL PHASES):
I 10153 SF 3 194 � _ _ _ >
192 1 193 I I 195 196 ` (311.97 ACRES)= 1,358 UNITS PERMITTED
LINE TABLE
32191 7652SF azo6sF 5341 SF 11185SF / LINE LENGTH BEARING NET DENSITY(ALL PHASES):
1 10198 SF 51 67s3 N+]°oz43"w 311.97 TOTAL ACRES
197 DRAINAGE AREA L52 300.00 NO2°19°56W
[ > L53 30000 NO2°i9°56"W 101.00 APPROXIMATE ACRES WETLANDS
( 68065E 10198 SF �,.,, WET POND, PHASE 3 L55 316.79 NO2-19'56"W 52.00 APPROXIMATE ACRES RIGHT OF WAYS
f L55 3°°,24 N87'40'56"W 158.97 APPROXIMATELY 692 UNITS PERMITTED
198 L56 304.75 N87°4'WW
35.49 AC. L57 364.75 567°4°'04�W ( >_
€ / +• ` (1 ,545,944 S.F.) L56 274.91 N87°40'04"E
L56 j(} Q 11 11 159 41925 N89°57'51"E
I ! 169 1L198SF \ ` L60 8618 s71°2+'50"E OPEN SPACE REQUIRED(ALL PHASES):
15%OF GROSS ACREAGE=46.79 ACRES
L62 303.43 S28°29'20"E
L63 2111.45 S28°29°2WE z
I 1735E 199 �� m° L64 244.56 s89°57'51'w RECREATIONAL SPACE(11.70 ACRES)OR z
! L65 357.90 N89°57.51"E
0198 SF
\ \� x. ` Lfi7 142.23 577°21'S0"E I >
- 170 + Lfi] 25].86 N]0°OB'09"E W
z 1189 SF 14 j('�� ABLE
232 231 230 229 228 \ ® ` CURVE LENGTH RADIUSC AN ENTT CHORD CHORDSEARING
227 200 CJ' -I 35000 42.76 64.90 N24°004-
\\ C4 6988 350.00 45.19 8963 N09°42-YI1 O
SHEET C-3 . 1171 864o SF 7200 SF 7200 SF 7200 SF 10873 SF ` C5 94248 00.00 INFINITE 600.00 NO2°1956"W �\ T
10198 SF x 1^\\1
10 B SF I" '% t. C7 33 d5000 57.15 298.]2 N89-23'09"E
I � �.4 Gfi 14665 450.00 7388 14fi.00 N30°42'00"W
10'SWEASE=ENt --1 s- LOT REQUIREMENTS/BUILDING SETBACKS
/•� C9 J02J6 450.00 15>.15 256.72 N69°2J'09"E
�� �I -• _• 2-/6 /• \ ` CB 14fi65 45000 73.98 166.00 -420PW
assF �I �I ...I -- -� \ L (R-10 WITH PRD OVERLAY):
8941 SF 201 ` MIN.LOT FRONTAGE=60'
MIN. FRONT YARD SETBACK=20'
171 172 236 237 N \ - ` MIN.SIDE YARD SETBACK=8'
5651 SF
' I 71905E 233 234 235 83665E \ 225 1 '- ` MIN.REAR YARD SETBACK=20'
I
7184 SF 8941 SF
8640 SF 00 202
17 3 72 SF \
CUL-DE-SAC LOTS:
I238 I 01�s� ` MIN. LOT FRONTAGE=40'(AT R/W)
SF ` 10�7 I 224 - -- MAXIMUM BUILDING HEIGHT=40'
N O
PIN: 18300106 174 '"-DE- A��D � �
I Cn co r � Ln V cM N O
Owner: Hewett, Elder Heirs ' � ' / � 8941 SF I 203 � � z
Deed Acres: 1 14.58 AC f91 SF / 239 / ' BALL ROADS SHALL BE PUBLIC AND COMPLY
MB/PG: 18/137 (] � � � tols6sF'^ � ` -~
Zoning: CO-RU I O 10582SF / 223 WITH NCDOT STANDARDS AND SPECIFICATIONS.
Use: Mobile Home
-ALL ROADS SHALL HAVE 2.0'MODIFIED VALLEYY
175 r
8941 SF
�192 SF r7l244 243 242 241 240 / 20 .v �'� - z - •. GUTTER(NCDOT)WITH SIDWALKS.
-COLLECTOR ROADS SHALL BE 32'EP TO EP.
�I.IN SF MINOR ROADS SHALL BE 24'EP TO EP.
' 7198SF 82775E 222 \� `°/ PIN: 1830008401
176 I 864D SF 7200 SF 51637 SF � � � �' � �` `-
1192SF 'o _ _ �,_ -I1 - - Approximate Existing _ Owner: Robinson, Harold C. Etux Selene R ��U1111111
le
O 8941 SF Wetlands 7.J7 AC Deed Acres: 15.50 AC PARCEL AREA PARCEL AREA ,��0111 R
3 {3p? I I�'°SWEASE "T 245 DB/PG: 1386/0760 167 10153 SF ♦♦�
. 241 5637 SF
168 6806 SF 242 7198 SF ` 9`
:�
169 7173 SF 243 7200 SF * EA
' 193 SF 216 / 2 x _ _��k M 3272 -
a 7200 SF 72 F x
178
8640 SF zoo SF 1167 sF 170 7189 SF 244 8640 SF
\ 10198 SF 171 7189 SF 245 8762 SF
`n ( 172 7190 SF �i G I N - ' �
246 7381 SF ♦ V ,�
71sa SF 2 173 7191 SF 247 7453 SF ♦♦�I F O G�,��� ®_
���1111111���, Q�
OWNER\DEVELOPER: o m � k ,..
CUMBEE ROAD PARTNERS,LLC 1 ""
6263 INGLESIDE DRIVE ' 179 M N ROAD � 10198SF i 1 174 7191 SF 248 7597 SF
7525 SF -y�7
Z f 175 7192 SF 249
WILMINGTON,NC 28411 208 W = / h w 176 7192 SF 250 7669 SF
[phone] j/,' 177 7193 SF 251 8493 SF
1 2 se sF` 178 7194 SF 252 8369 SF
,�
'195 SF 80 I I - •' " '' i� - °• 179 7194 SF 253 8079 SF
ENGINEER: 180 7195 SF 254 7472 SF
TRIGON ENGINEERING CONSULTANTS INC, � ' � 215 214 211 I 210 � ,°�
700 BLUE RIDGE ROAD,SUITE 101
181 7195 SF 255 8310 SF
RALEIGH,NC 27606 181 4 F 7527SF a1 SF
e7s3 SF 73az SF 7625 SF I � _ - �^ 182 7196 SF 256
PH(919)755-5011 ' I w PIN: 1830008402 9410 SF
9ssF ° WEA NT Owner: The HealingWater Company Inc. 183 7197 SF 257 8672 SF
FAX[phone] � .� �' P y
x a �. Deed Acres: 19.00 AC - 184 7197 SF 258 8497 SF
182 �� �� � DB/PG: 1 120/0423
SURVEYOR: I � \ Zoning: CO-RU 185 7198 SF 259 9598 SF
71s6SF - 4 \ I 261` 1& 187 7198SF 261 9389SF OWNER / DEVELOPER
- BOBBY M. LONG AND ASSOCIATES 187 7199 SF 261 11389 SF
PO BOX 1117 245 47 248 1 249 1250 251 1252 ` / 10.
188 8929 SF 262 7090 SF
SHALLOTTE,NC 28459 1417 246 I I 189 11987 SF 263 6936 SF C U M B E E R D.
FAX[phone] 7 sF183 I s36s SF 2 53 ® \ s9a SF a,
8762 SF 7381 SF SF 7525 SF 7597 SF 7669 SF 8493 SF ' I 1 90 13382 SF 264 7200 SF ,
` PARTNERS LLC
E 5079SF 254 259 262 6, 191 13238SF 265 7200SF 6263 INGLESIDE DRIVE
184 255 256 257 258 ,93 7652SF 266 72oosF WILMINGTON, NC 28411
747z SF 7oso SF 8206 SF 267 7200 SF
1 8217 SF
7197 SF -
" L59 t 83!OSF ggiOSF 64975E P36 263` \ 194 8341 SF 268 7200 SF
8672 SF [phone]
`6, ` 195 11185 SF 269 7200 SF CONTACT: ADAM LISK
185 6936 SF 196 10198 SF 270 6214 SF
197 10198 SF 271 11132 SF
.I SF c7 264` 198 10198 SF 272 8878 SF
186 290 289 88 287 286 285 284 283 _ _ 7200SF \ 199 10198 SF 10198 SF 274 7282 SF
' 1sasF 275 ` \ ` 8739 SF
8647 SF 1206 SF 7206 SF 1206 SF 7206 SF 721 SF 8209 SF 2 82 201 10198 SF 275 8739 SF
_F 281 n 8739 SF 6 265 202 10198 SF 276 8582 SF
187 - - - - - - 7231 SF 28O 277 27 7200sF 203 10198 SF 277 7968 SF
I I 7797SF VV 279 278
8582 SF \
1'.SF 7973 SF 266` 204 10198 SF 278 7973 SF
SHEET -3 .2 I t796a sF
7973 SF 7973 SF / \ 205 10198 SF 279 7973 SF
I 291 292 293 296 7zoosF \ 206 10198 SF 280 7973 SF SITE PLANS
294 295 297 _ _ - 307 ` - - - -
188 298 267 207 10198 SF 281 7797 SF
29 SF 8647 SF 7206 SF 06 SF 7206 SF 7206 SF 7842 SF 299 306 OVERALL SITE
208 10198 SF 282 7231 SF
8739 SF PLAN
7soasF 7619sF 209 10953 SF 283 8137 SF
7200 SF
/ ` 6z9-SF 210 11181 SF 284 8209 SF
7193 SF 300� 301 I � 1304 305 268` 2„ 7625 SF 285` 7206 SF
`� `� L G6 7366 SF 1302 303 1 e456 SF 7200 3F \ 212 7527 SF 286 7206 SF SEA WYN D E
AML 11 / 9166 SF 8569 SF
.11 7454 SF
PH IV
.-......._ 8866 SF 6903 SF 269 ` \ 214 7382 SF 288 7206 SF PLANTATION PHASE
354.21' �6 YV7\Vr1
L ~� 274 7200 SF ` 215 8763 SF 289 7206 SF
216 8640 SF 290 8647 SF
8739 SF
270 PIN: 18300084 217 7200 SF 291 8647 SF CUMBEE ROAD & N.C. 17
6214SF Owner: Brown, Larry W Et Ricki 218 7200 SF 292 7206 SF LOCKWOOD FOLLY TOWNSHIP
_ 273 \ Deed Acres: 23.60 AC 219 7200 SF 293 7206 SF TOWN OF SHALLOTTE
4 \ "-ti --_ ---- \ ` \ DB/PG: 1247/0337 220 11167 SF 294 7206 SF BRUNSWICK COUNTY,
8S`� 309 308 \ 2825E 0 271 Zoning: CO-RU 221 8941 SF 295 7206SF NORTH CAROLINA
` 310 ,, 32 SF ` 222 8941 SF 296 7842 SF HORZ.SCALE: 1"=100'
111111111111110021(2 ,
223 8941 SF 297 7903 SF VERT.SCALE: N/A
0000 8878 SF 41111111111111110-/
224 8941 SF 298 7819 SF
PI 1830007904 S WET DETENTION POND 7SF 4524sF 411111110-` 225 8941 SF 299 7193 SF DESIGNED BY: JFO
Ow r: Bolinger, Mark Alan Et Darla Lynn RS` (SEE SHEET C-8 0 FOR �826SF �1-� �,� 226 8941 SF 300 7366 SF
De Acres: 8./1 1 AC R S GRADING DETAILS) � �- 42'� \ 227 8941 SF 301 9166 SF DRAWN BY: MMH
DB G: 1276/1190 0•. �
Zo g: CO-RU F \ �$1•18'17"E 629 \ 228 10873 SF 302 8866 SF CHECKED BY: SCH
�0 m--- 000 229 7200 SF 303 8903 SF
�O - m 230 7200 SF 304 8569 SF DATE: NOVEMBER 21, 2007
GRAPHIC SCALE �` � \ 231 7200 SF 305 8456SF PROJECT NUMBER: 038-06-007
,� .�- 278°SO' PIN: 18300080
N80.21 53' \ Owner: Evans, Kay Ellen \ 232 8640 SF 306 8290 SF DRAWING
ko��00 0 50 100 zoo 400 \ E 2 8640 SF 307 8739 SF
;kNz I
Deed Acres: 34.00 AC
DB/PG: -/- \ 2394 7200 SF 308 14524 SF
� PIN: 1E'3�007802 -
Zoning: CO-RU 2
( IN FEET ) = v n _ 11897 SF
1 inch = 100 ft. ;, 310 7184 SF
ee crAs: r� 2� 5651 SF 310 11826 SF
��� �a'��° � ��,r�. - = ��'' � � '�� 2W 8366 SF
Zoning. -RU \ 2?A% 10597 SF .
/ \ 23t 10582 SF
21 8277 SF

5
JL
141
LINE TABLE ITF1110C3 ®1
W_ LINE LENGTH BEARING
L A4YHASE
, �\T L51 67.93 N17°02'43"W
Ii /' lO\ L52 300.00 NO2°19'56"W TRIGON ENGINEERING CONSULTANTS INC
L53 300.00 NO2°19'56"W 700 BLUE RIDGE ROAD,SUITE 101
RALEIGH,NC 27606
L54 316.79 NO2°1 "9 56 W OFFICE:[phone] FAX:[phone]
L55 300.24 NO2°19'56"W
1 � \ v � , L56 304.75 N87°40'04"E
\\ _. L57 304.75 S87a40,04"W
L58 274.91 N87 40 04"E
\ L59 41
\ Approximate Existing , 9.25 N89°57'51"E u,
L60 86.78 S71°21'50"E Wetlands <
\ y�1 7.97 AC; , L61 107.59 N70°08'09"E
Q
1 \ \\ \ L62 303.43 S28°29'20"E
L63 211.45 S28°29'20"E
`\ \
189 .4 A;. :. A< A; , L64 244.56 S89°57'51"W
\d L65 357.90 N89°57'51"E
�� , L66 142.23 S71°21'50"E
L67 257.86 N70°08'09"E
166 �, 11987
'X
,. .
1a 1 , CURVE TABLE
LEGEND:
�"' , CURVE LENGTH RADIUS TANGENT CHORD CHORD BEARING
C3 85.11 350.00 42.76 84.90 N24°00'41"W
190 60'
EXISTING WETLAND AREA 60,01' C4 89.88 350.00 45.19 89.63 N09°41'20"W
p C5 942.48 300.00 INFINITE 600.00 NO2°19'56"W
3 C6 146.65 450.00 73.98 146.00 N80°42'00"W
Old I 13382 1
_ f EXISTING GRADE Axle 2° 8'
C7 302.38 450.00 157.15 296.72 N89°23'09"E
,
I I I I 86'43' , CS 146.65 450.00 73.98 146.00 N80°42'00"W
C9 302.38 450.00 157.15 296.72 N89°23'09"E
AJOINING PARCEL BOUNDRY !�
3� 194 3Lu
PHASE BOUNDRY LINE ' - 8sg�
10153 SF ;I 192 193 N 0 195 -/ M
WETLAND BOUNDRY LINE I- co
- 191 `4 " ► I ,
I 106.74' o rn I 19 6 ^��
/7N
� 13238 SF 7652 SF I 8206 SF I 8341 SF I 11185 SF
o L o 10198 SF 197 /
71
168
I /
60.02' 33.03' 27.05' 60.74° /
6806 SF 122.86' 60.02' 10198 SF
\, \
119.9'
/ 198 /
��O ;.z , of co ri c r O
�� 169 10198 SF \V\' \ ,
! � \
Co
7173 SF O� 60 60' 60' 22.75' 87,25'
72' >>
1 I -120' � � 199
9s 10198 SF ,
04
6' \ �N
-� 14' I I I I >> / ,
7189 SF o IV 229 1b 228 �N `
o \ SEAL
� 1 _ ---i _N 232 �� 231 I 230 \ � - 32�2� -
120' 32'EP EP 227 200 =
10873 SF
8640 SF 7200 SF 7200 SF 7200 S= / \ 5, 10198 SF \ \ , ��� tic N
CO 10�SW EASEMENT - �. 8941 SF ^ti° / // 10198 SF , ,�����II11 �t,•���, �`►
.- - �- - - ---- L - -� - 226
7189 SF r - - - - _
Cn
201
8941 SF / rno
172
i I o o i 2J6 237
7190 SF 233 1� 234 ►� 235 / \ \ 225
I 120' I I I 565' SF 8366 SF / ��° \ \
\ ° ,
7184 SF G �Z \ , \ 8941 SF
' 0 8640 SF 7200 SF � 3 \ N �02
I 173 �/ 238 ;Zo 10198SF OWNER / DEVELOPER
7191 SF 72' 60' 1�16 p� 10597 SF , f CUMBEE RD.
� - ' 140' PARTNERS, LLC
-120' I 224 c Icn 6263 INGLESIDE DRIVE
_ L58 119.84' I�
co WILMINGTON, NC 28411
�co 174 - 8941 SF 203 I 910 352-0634
PIN: 18300106 I I I _ Al.
Owner: Hewett, Elder Heirs
Deed Acres: 114.58 AC 7191 SF 120' CONTACT: ADAM LISK
MB/PG: 18/137 I _ _ 6°' `' S. 239
' 120' 72' _ '
Zoning: CO-RU I it - 10198 -9
Use: Mobile Home / �y �� 1�4� F
/1� n
5.81 A 10582 SF �/ 223
I� 175
8941 SF
B 7192 SF I o I 240 204 a
1 N 244 I" 243 I� 242 IF 241 I
-120- I
10198 SF SITE PLANS
�4
,. A'
8640 SF 7200 SF 7198 SF 5637 SF 8277 SF /��/ 222 �` µ
SITE PLAN 1
l� 176 � - - - � �' moo. t
_ Approximate Existing ( 50 SCALE)
- 7192 SF I - - - - I- - _ - - - �p,2Y \ 8941 SF / Wetlands 7:97 AC
I _ - - -
w = _ moo-- r- --60.- - I- °- - ��" 205
I o sw EASE NT �\ 221 � � � /, r- :�,. a � . ., ... SEA WYN D E
10198 SF 4'�'
k' PLANTATION PHASE III
I� 177 `° \o�
to
I 7193 SF o IN 217 IN 218 IN 219 N 220 s941 sF
CUMBEE ROAD & N.C. 17
- N 216 I I �T 206 LOCKWOOD FOLLY TOWNSHIP
SITE NOTES: 20, I�
1. ALL RADII IN PARKING AREAS ARE 3'UNLESS NOTED OTHERWISE. I 05
2. ALL RADII ARE DIMENSIONED TO BACK OF CURB. 7200 SF 11167 SF °11 � � �,. �` =� �• �. TOWN OF SHALLOTTE
3. ADDITIONAL DEED RESTRICTIONS WILL BE REQUIRED FOR ALL LOTS I 8640 SF 7200 SF 7200 SF BRUNSWICA COUNTY,
o / 10198 SF NORTH CAROLINA
REGARDING THE BUILDING RESTRICTIONS AND MAINTENANCE 178
OBLIGATIONS OF THE HOMEOWNERS AND THE HOMEOWNERS � I '�` ''' ��/ �" HORZ.SCALE: 1"=50'
ASSOCIATION REGARDING THE WET DETENTION PONDS AND THE Q0
0 7194 S 60' 60' g0 22.?_ \ 20 \ VERT.SCALE: NIA
PROTECTION OF WETLAND AREAS. z I 72' a +
6° DESIGNED BY: JFO
DRAWN BY: MMH
R �I L7 v,. CHECKED BY: SCH
I� 179 \ 10198 SF
/ NOVEMBER 21,2007
77' 6�� DATE:
I 6°• \ 208 % \
7194 S F 60' 22.75' 37.3 ' \ PROJECT NUMBER: 038-06-007
B - 72' 60 v 'moo, /
120' IV; DRAWING
GRAPHIC SCALE 1 I v I I /
so 0 2s so goo zoo I I I 209 \ 10198 SF s �; PIN: 1830010502
roo
180 / Owner: SNUG HARBOR
EO v in N \ g6j y Deed Acres: 19.14 AC
0? N m oq o � / / ;;.DB/PG: .9.222/1326
( IN FEET ) , 7195 SF 21 I� IN I N N 21 0 ��/ Zoning: CO-RU C =3ml
214 I i- - 211 10953 SF
1 inch = 50 ft. 120' I 213 212 `t

o 7193 SF 216 IN 217 ►b 218 I� 219 I� 220 8941 SF ;
-
120' IT I� I �y� 206
7200 SF 11167 SF
8640 SF 7200 SF 7200 SF oo' 7A
o- ,
!0 1 178 10198 SF . .....
0 7194 SF 60' 60' 22.75' _
z � 72' 60' 207
� � /
- 120'
� r
-cool O i
„r TRIGON ENGINEERING CONSULTANTS, INC.
179 10198 SF
20 \ �6�3 � 700 BLUE RL N 2606
ROAD,SUIT
DITE 101
7194 S F ;i 37.33' 8 AEIGH, C
N - 22.75'
OFFICE:[phone] FAX:[phone]
120' 72' 60' 60'
I 209 1.0198 SF
180
`Q 1 PIN: 1830010502 w
I I M Go oMi g6j Deed Owner:
Acres:G 19.14 B0 C DEVEL o
214 N 1 211 210 Zoning: CO-RU1326
1 I 7195 SF " 215 (r I� N C
-120' I 1� 213 212 10953 SF
181 l 7382 SF 7454 SF 7527 SF 1
7625 SF 11181 SF
8763 SF
1 10' W EASEMENT
7195 SF 72.01' 60.01' 60.01' 60.01, 60.01' 103.49'
-
120'
�' r, `•
„x ,
r
72.01' 60.01' 60.01' 0.01 60.01' 60.01' 73.6' 2'
`0
182 i
I 7196 SF I 1 I 1 I �`' z
120' v �m o N m I� 60 6N O
00
0 245 I 246 I� 247 I 248 249 250 - ' co
1
I 1 1 251 62-12, - \
183 252 253 56.72' 54.73. - 55.1
4
I 1 1 1 /S, co
j 7197 SF 8762 SF 7381 SF 7453 SF 7525 SF I 7597 SF 7669 SF I 8493 SF 1 8369 SF
�.
LINE TABLE �- -120 1 8079 254 � I� iM �� 259
/ N _� 00
I 72.06' 60.05' 60.05' 60.05' 60.05' 60.05' 18.13' 39.52' S7.63' 255 M N
LINE LENGTH BEARING
7472 SF 256 258
L51 67.93 N17°02'43"W
L53 300.00 NO2'19'56"W � 184 L59 5,6 257
1.64' 8217 SF
a
L54 316.79 NO2°19'56"W 1 7197 SF C6 8310 SF
L55 300.24 NO2'19'56"W - 58.36, / 9410 SF I 8497 SF �B N o N O
L56 304.75 N87°40'04"E 1 1 120' l 28.42, I 8672 SF I 50' 6 C6 z
L57 304.75 S87°40'04"W _
L58 274.91 N87°40'04"E _cbo I 72.06' 60.05' 60.05' 60.05' 60.05' 60.05' 79.22' \ (60 41 041 9A p11
L59 419.25 N89°57'51"E 185
88.3'
L60 86.78 S71°21'50"E l �7.56, 78.87'
L61 107.59 N70°08'09"E N
L62 303.43 S28°29'20"E 1 7198 SF
L63 211.45 S28°29'20"E _ 60'
C7
120'L64 244.56 S89°57'51"W I I I� 237 1 286 Ic'
28 288 5
L65 357.90 N89°57'51"E 290 289 0 I N
o 6 1L66 142.23 871°21'50"E 1T 1 84
186 283 59.3'L67 257.86 N70°08'09"E
�.
7198 SF EA
- _ CURVE TABLE
8647 SF 7206 SF 7206 SF 7205 SF 7206 SF 7206 SF 8209 SF / 282 32721
CURVE LENGTH RADIUS TANGENT CHORD CHORD BEARING I 120- I 8137 SF N' F �Z-
C3 85.11 350.00 42.76 84.90 N24°00'41"W p
C4 89.88 350.00 45.19 89.63 N09041'20"W l - - - _ _ 1 _ - I - - 12.61' /^ 281 /0 76
'� ,
C5 942.48 300.00 INFINITE 600.00 NO2°19'S6"W 1 87 72.06' 1 60.05' 1 60.05' I E0.05' 1 60.05' I 60.05' 43 51' _ 7231 SF 28Qzo 1 '0�i��i���
C6 146.65 450.00 73.98 146.00 N80°42'00"W � 28.78' 7797 SF 279 277
C7 302.38 450.00 157.15 296.72 N89'23'09"E 1 I �
C8 146.65 450.00 80°
73.98 146.00 N42'00'W 2j6j 278
I
I
C9 302.38 450.00 157.15 296.72 N89°23'09"E I 7199 SF 44'6' r5 7973 SF I 7968 SF 85$2 SF
47, 7973 SF 7973 SF
0 0 4
I -120' � � o 4
291 16 292 1� 293 P I� 295 i� 296 1� 59 25.07,
N 294 I I I 297 I� 35.� 26.51.
1 N p pp I I o 2 T 38.88, 16.53' 15.54' 42- g1 56,
188 � 298 /� 58.06'
I
8647 SF 7206 SF 7206 SF 7206 SF 7206 SF 7842 SF % I
8929 SF 7903 SF / 299
,119 SF 1
72.06, 60.05' 60.05' 60.05' 60.05' 57
120. / h I '
300 1 �57.63' I� 305 OWNER / DEVELOPER
IT
I N
580�, 7193 SF 301 MLfi
L64 L65 V 304 CUMBEE RD.
- � - - - - � 14, 59,561 7366 SF / 302 303 8456 SF PARTNERS, LLC
/6p, 9166 SF 6263 INGLESIDE DRIVE
N 1 � �
1 8569 SF �a WILMINGTON, NC 28411
-- 8866 SF 8903 SF
92.2'TAPER
354.2 [phone]
1' �66 85.22'
""�~-- N 71.3' CONTACT: ADAM LISK
71,4'
71.41'
C9
S684g22,, _ _ 6°1 SITE PLANS
8s.42, SITE PLAN 2
low (50 SCALE)
SEA WYN D E
i 31
ri
0 PLANTATION PHASE III
o N
0 0?
N
O
m
CUMBEE ROAD & N.C. 17
PIN: Bolinger, A, WET DETENTION POND LOCKWOOD FOLLY TOWNSHIP
m Owner. Bolinger, Mark A_� Et Darla Lynn S
N Deed Acres: 8.35 AC SR SEE ET C-8.0 (- 1 11826 SF TOWN OF SHALLOTTE
NORTH CAROLINA
m DB PG: 1276/1 190 ( r^1 BRUNSWICK COUNTY,
Zoning: CO-RU O t V
�o� GRADING DETAILS) HORZ.SCALE: 1"=50'
0
A
VERT.SCALE:
CD \ O� 75 DESIGNED BY: N/A
0
m
JFO
MLEGEND: , s - �� DRAWN BY: MMH
ISMCHECKED BY: SCH
EXISTING WETLAND AREA SITE NOTES: ' wowi \ DATE: NOVEMBER 21,2007
1. ALL RADII IN PARKING AREAS ARE T UNLESS NOTED OTHERWISE. , Of 80'
m \ 2. ALL RADII ARE DIMENSIONED TO BACK OF CURB. �� NS0.21'53"F- 278 PROJECT NUMBER: 038-06-007
WETLAND BOUNDRY LINE 3• ADDITIONAL DEED RESTRICTIONS WILL BE REQUIREC FOR ALL LOTS \ DRAWING
GRAPHIC SCALE REGARDING THE BUILDING RESTRICTIONS AND MA.'vTENANCE /
\ OBLIGATIONS OF THE HOMEOWNERS AND THE HO'.'EOWNERS /
sa o zs so goo zoo AJOINING PARCEL BOUNDRY ASSOCIATION REGARDING THE WET DETENTION FC'.DS AND THE /
PROTECTION OF WETLAND AREAS. / PIN: 1830007802CD
\
CD Owner: Evans Ottrue E Et Jean B
( IN FEET ) PHASE BOUNDRY LINE / Deed Acres: 1.00 AC
co
CD
1 inch = 50 ft. ` DB/PG: 2187/1352 \
o Zoning: CO-RU
0
�>
1- �

(n 206
7200 SF 11167 SF oo� \ /
7200 SF AO"� 10198 SF �uN / yµ
\\ �(0j /
9p`�
-4. �L %
60' 22.75' 1� \
6° - \ 207 \
� 3 ..aA4
o 10198 SF , O TRIGON ENGINEERING CONSULTANTS INC.
700 BLUE RIDGE ROAD,SUITE 101
208 / \
RALEIGH,NC 27606
n' 60' 22.75' 37.33' \
SE 11 OFFICE:[phone] FAX:[phone]
o. / i II
6o'r;
a LINE TABLE
I I i
0\ 10198 SF" / PIN: 1830010502 LINE LENGTH BEARING A 209 Owner: SNUG HARBOR DEVELOPMENT, LLC
to \ R3 L51 67.93 N17°02'43"W Deed Acres: 19.14 AC F
M \ �6/ L52 300.00 NO2°19'56"W Q
TDB/PG: 5222/1326 L53 300.00 NO2°19'56"W
oo a / fi Zoning: CO-RU
to I" 0 21 0
211 L55 300.24 NO2°19'56"W
"
I 213 � 212 \ 10953 SF . _ . _ ,.y
L56 304.75 N87°40'04"E
\ / L57 304.75 S87°40'04"W
11181 SF Aro PIN: 1830008402 L58 274.91 N87°40'04"E
7454 SF 7527 SF I 7625 SF I w ,� - _ 1G Owner: The Healing Water Company Inc. L59 419.25 N89°57'51"E
6g•25 , Deed Acres: 19.00 AC L60 86.78 S71°21'50"E
0' W EASEMENT 103.49' 13.86' DB/PG: 1120/0423 L61 107.59 N70°08'09"E
60.01' 60.01' 60.01' Zoning:
j CO-RU
\\ �,. ._ .:; _ w, .x. L62 303.43 S28°29'20"E
�o\ i 211.45 S28°29'20"E
60.01' 73.6' 2' / /`/992 -..I 9 - L64 244.56 S89°57'51"W
\
60.01' 60.01' 60.01' �l'� -' \ � L65 357.90 N89°57'51"E L66 142.23 S71°21'50"E
L67 257.86 N70°08'09"E
261
" 6p.,,; 260 " CURVE TABLE
" o
CV
N I / \ r'� CURVE LENGTH RADIUS TANGENT CHORD CHORD BEARING 0
co 247 I N 248 ° 249 250 N v 6z�2' _ _ _ �Q' \ , ?�a C3 e5.11 350.00 42.76 84.90 N24°00'41"W Lu
55• \ \� C4 89.88 350.00 45.19 89.63 N09°41'20"W
I� 251 252 56.72' r�73' O /^ O, C5 942.48 300.00 INFINITE 600.00 NO2°19'56"W
253 d� 11389 SF h C6 146.65 450.00 73.98 146.00 N80°42'00"W
\ C7 302.38 450.00 157.15 296.72 N89°23'09"E
8493 SF ` \ s 9598 SF `�-' C8 146.65 450.00 73.98 146.00 N80°42'00'W
7453 SF 7525 SF I 7597 SF I 7669 SIF I I 8369 SF I
/ 254 /^�� �� 259 \ =07, \ , O. C9 302.38 450.00 157.15 296.72 N89°23'09"E
I 8079 / N I� \ 60$3 262
60.05' 1 60.05' 60.05' 60.05' �18.13' 39.52' 255 � 258 \ \
57,63' /
7472 SF 256 257 � 7090 SF
T $7.6 , \ 8217 SF
1.64' 8310 SF \ o R6 /985'l rno
L59 - - C6 $836 9410 SF I 8497 SF 5p-b
284 I 8672 SF 263 \ " o m C6 1--: (0 N o
2
\ 4jo4 ,4�1 V61 0 z
60.05' 60.05' 60.05' 60.05' 79.22' __ �60 88 3' 78 87' / 6936 SF
$6; / 120 60.
N `w \
60, 12g2 \ Q
LEGEND:
C7 264
�� 287 l0 286 l0 285 ►o I" 6°22'
I� 288 I7 I� I" " 284 N
I� I 283 � 59.3'� - 0 7200 sF � \00,
EXISTING WETLAND AREA� 59.3 9.3' 275 o i2J � :• v�•'•
/ \�� \ --- WETLAND BOUNDRY LINE SEA � '
7206 SF 7206 SF 7206 SF 7206 SF 8209 SF 8137 SF 282 /o `�-' 265 = 32721 =
AJOINING PARCEL BOUNDRY
281 h 276 8739 SF \ ,LG ��`'•
12.61' o� a \ 7200 SIF �i N••••
60.05' I 60.05' I 60.05' I 60.05' 4351' 7231 SF �� 280 i� ��' 277 ; vk
28.78, 7797 SF 279 I7 /\ 00, i �2° �o, PHASE BOUNDRYLINE '�i, . 0G\ ��`
278
2>6,,"' I I � 8582;�F � g2
\44.6' 7973 SF 7968 SF \ '2 266 \
7973 SF 7973 SF
T O N
I601.
I� I� I� 296 2$. 2 51 720o SF
293 294 295 I 297 IC �� 3$2_ 4215.54' .52' 31 56. 6. 307 -
0 38,88' 58.06°
I^ 29-8 co 57.5T 267 \
7206 SF 7206 SF 7206 SF 7842 SF t 306 \`�-' 8739 SF
rn.
iR3
0
7903 SF /� I 7200 SF
19 SF
5' 60.05' 60.05' 60.05' 57.54' �o-
57.63' o / 300 �� �� L N 305 8290 SF
a
7193 SF 301 co co 304 268
\ OWNER / DEVELOPER
L65 - C8 $9.56, 7366 SF / 302 303 ' 8456 SF ��AZ 7200 SF \ CUMBEE RD.
/ 610 �12 PARTNERS, LLC
N 6p, 9166 SF 8569 SF �a2g �g�
6263 INGLESIDE DRIVE
1 8866 SF I 8903 SF I WILMINGTON, NC 28411
�\ 85 22 3' a 269 \ , [phone]
6 ; ,1 �
71.4' 71.41' �a CONTACT: ADAM LISK
7200 SF �,
\ /9 274 12p �o
TO 8739 SF 270
PIN: 18300084
Owner:
6214 SF , D ed Acrres: 23 60 A Et Ricki F
C
13
DB/PG: 1247/0337 SITE PLANS
S68 49 ' 273 0 Zoning: CO-RU
rn �
5.42. 308 � 7282SF a / 3 �� 271 '��� SITE PLAN 3 309 ��, ��� 121 �- � \
50 SCALE
310 N 272 �� 11132 SF SEA WYNDE
14 PLANTATION PHASE III
`,6 \ Qo 180.72:
\� 8878 SF
o ` \ 14524 SIF _
PIN: 1830007904 s,, WET DETENTION - _
Owner: Bolinger, Mark Alan Et Darla Lynn 1 11897 SF \ 1381� - �_>♦ � \ CUMBEE ROAD & N.C. 17
LOCKWOOD FOLLY TOWNSHIP
Deed Acres: 8.35 AC R`Ssr, (SE T C B. FOR 1826 SF �-� \ TOWN OF SHALLOTTE
DB/PG: 1276/1 190 S \ c R t7gg .27 �-� BRUNSWICK COUNTY.;
Zoning: CO-RU O� GRADING DETAILS)
1 ) 68 43' �'� \ NORTH CAROLINA
1 sz 75.53 HORZ.SCALE: 1"=50'
y 0`�� - �' NB1,18'17"E 629.42 \ VERT.SCALE: N/A
DESIGNED BY: JFO
CD
oo
CD
0
o ,
M
DRAWN BY: MMH
i ' \ CHECKED BY: SCH
3
M
v
wow
PIN: 18300080
go80 '-78 80' DATE: NOVEMBER 21,2007
53 \ Owner: Evans, Kay Ellen
o i N Deed Acres: 34.00 AC \SITE NOTES: PROJECT NUMBER: 038-06-007
DB/PG: -/-
Zoning: CO-RU 1. ALL RADII IN PARKING AREAS ARE 3'UNLESS NOTED OTHERWISE. DRAWING
a / 2. ALL RADII ARE DIMIrNSIONED TO BACK F CURB.
GRAPHIC SCALE / 3. ADDITIONAL DEED)RESTRICTIONS WILL B REQUIRED FOR ALL LOTS
/ \ REGARDING THE BUILDING RESTRICTIONS ND MAINTENANCE
so o zs so ,00 zoo / PIN: 1830007802 OBLIGATIONS OF 1PHE HOMEOWNERS AND THE HOMEOWNERS
/ Owner: Evans Ottrue E Et Jean B \ ASSOCIATION REGARDING THE WET DETEN-hpN PONDS AND THE
71 Deed Acres: 1.00 AC
PROTECTION OF WETLAND AREAS.
o- DB/PG: 2187/1352
0 ( IN FEET ) / Zoning: CO-RU \
0 1 inch = 50 ft.
0
o ..
0
i>
1- 7

CLEARING AND GRADING NOTES
Al.. 1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL PHASE I EROSION AND
..,'..»._
J SEDIMENTATION CONTROL MEASURES ARE IN PLACE.
I ` 0 2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING
'`\ _ OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A
j PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE
( 11 PROTECTED DURING CONSTRUCTION.
3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS,
ROOTS,ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED TRICOIV
AS DIRECTED BY THE OWNER.
>j I 4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD
I � V 1 ( PROCTOR MAXIMUM DRY DENSITY(ASTM D-698), EXCEPT FOR THE TOP 12"OF SUBGRADE,
WHICH SHALL BE COMPACTED TO 98%STANDARD PROCTOR,UNLESS NOTED OTHERWISE TRIGON ENGINEERING CONSULTANTS, INC.
1 � i �'� AS-
AUTHORITY.r` ON THE DRAWINGS.
700 BLUE RIDGE ROAD,SUITE 101
5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY RALEIGH,NC 27606
II MATERIAL BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT OFFICE:[phone] FAX:[phone]
I I ( I4 f,.. ` EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW
1 i 1 COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE
REQUIRED BY THE EROSION CONTROL INSPECTOR.
4 _ _ 6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON
- i
•• ' x`� ` ' ` Approximate Existing ` THE DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS w
�/ ` ,�:, ;�� �1�'I• > ,- x� Wetlands
NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED
7.97 AC ` SEDIMENT TRAPPING DEVICES.
9 o
f _ 7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO
TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH
�'� a 4 \ i . - - -
I��I 66 �• _._. _ _ _ - THE APPROPRIATE REVIEW AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE
se 1 OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR.
190/' 0, <� _
Old.
4,
Axle �.
194 EARTH WORK QUANTITIES:
� $
CUT = 32,707 YARDS
192a I 193 �� � (� �
FILL = 4
» NET 16,555 YARD
fi 1 9,262 YARDS
_I .. 196 tt '�
1 y 6,5 S (F)
o
4g
197
168 /
` f
19iJ�
� m LEGEND:
O
—
y NEW INLET W/INLET PROTECTION w
� 1.70
14' \ ^ ` _ O NEW STORM DRAINAGE MH
232 �31 230 ,- .229 228 227 200 1\ $
3R"E{'EP � t
\ , �, / NEW FLARED END SECTION
6 . 1 ' 1Q � 171 1O'SW EASEMEN ~� * _
a,
SHEET "" I `. 22 ` NEW STORM DRAINAGE PIPE
`— —� + - 201• �� ,� ! t{ �f����{{t�{����{�f�rf��'41
TEMPORARY DIVERSION BERM
235 236 f RIP-RAP FOR EC DEVICES
2 234 225 j i -1
V �:>`, ❑ ❑ ❑ SILT FENCE
- „ ��� � 2p2 t i ., —. � w b ""; �.. .,... -"50""" " `_' EXISTING 5'CONTOURS
238 1 - - - EXISTING V CONTOURS
°
\ 224 rr A - c o
PIN: 18300106 m
V LIMITS OF DISTURBANCE '- °' °J `' CO "' � c'' c" T- o.
Owner: Hewett, Elder Heirs I 174 ; cuLDESAc°UD I 203 / _ G
Deed Acres: 114.58 AC 23 SEDIMENT TRAP/ROCK
MB/PG: 18/137 : " / j
e
r / / l DAM SEDIMENT BASIN
Zoning: CO-RU »`.�� `�_s / 22� L ,,, a . _
Use: Mobile Home '17 ' o �j / t STONE CHECK DAM
0 2 "
244 243 i' 242 241 / hJ r �> z ,��►111111III
o j'K� " 222 $ f �' A I PIN: 1830008401 as PROPOSED 1'CONTOURS ���,,N CAR
' 176 I r` 1 Approximate Existing Owner: Robinson, Harold C. Etux Selene R
I
Wetland`s 7.47 A( Deed Acres: 15.50 AC
�.
j I 10'SWEASE NT 221 jr( �1 C' 4 DB/PG: 1386/0760 so PROPOSED 5'CONTOURS �� 9
g _ EA
77
` EXISTING WETLAND AREA 3272
219 / ' ''� �4b
AJOINING PARCEL BOUNDRY �ii F' OG�-X.� V,
14
PHASE BOUNDRY LINE
4, v. ��i
( 17s oRRo.4D°o' m WETLAND BOUNDRY LINE
t o' 208 j C / l \\
` I ;"STONE CHECK D —
I '9') /2 99
180
2'15 ~ 21 3 212� 211 1 /
PIN: 1830008402
I /,o' WEA NT r , Owner: The Healing Water Company Inc.
Deed Acres: 19.00 AC
' 4
5 112 4 23
Zoning: CO-RU
182 OWNDER/DEVELOPER
i -
260 1�. SHE ' 3 CUMBEE RD.
245 124E . 47 ,. 248 ,4, I 251 52 25 PARTNERS, LLC
}j{il 183 .,�� j - 6263 INGLESIDE DRIV
E
E
259
262 N 61 WILMINGTON, NC 28411
255
I9'
" 256 v � 258
� O
11
'
257
[phone]
48 / d6 MINOR ROAD P"
46 s e 263 `
CONTACT: ADAM LISK
/ 290 289 268 287 286 2 5 294 ( ,
�` 283
1 6 46 / 46
i z 46 .2 _. 265 _
44
2 >m �
O�
� a1�
280 27
`
187
SITE PLANS
279 278 7
SHEET C-6 . 2 291 292 1 s /
I 29 294 5 �297`= r 307
98 267
26 - -- GRADING PLAN
� ,
306,
INDEX
/ 299 '✓ _� /
b I 0 30
# -- —
30 5 / �
• ,4 � � 301 � � 304 -- 268 1 ,
w ,
p Et d -
,--i .'
/ i �— / 44
d -
'` PLANTATION PHASE III
k 303
269
sot � � EA WYN D E
�s / . � R .^/
_ o
_ — —
- u. C�`U X.ECT OAD-C [
o i -.354.21' �`• i _ _ - , oR�O c
Nt i t tr / / / �4J 92.Y TAPER274 O<i
/ l / —
o —41 27o PIN 18300084 CUMBEE ROAD & N.C. 17
___ _,
t 1 i — Et R ck LO HIP
`".�- •
s6 3s — CKWOOD FOLLY TOWNS
yu i Owner Brown, Larry W i i TOWN OF SHALLOTTE
\ _ 9 - 273 Deed Acres: 23.60 AC BRUNSWICK COUNTY,
s DB/PG: 1247/0337 NORTH CAROLINA
4g
a S42, 309 � O HORZ SCALE 1 =100
3 ',,�: ,1 � _ - 71 Zoning: CO-RU 308 2
l
41
272,.> VERT.SCALE: N/A
CD
.z—
DESIGNED BY: MTP
ET •_ ` l DRAWN BY: MTP
o OOND
00 lw r8Bo0nnger,,4Mark A;cn Et Darla Lynn s��. SEESSHEETC-.ONTION PFOR �
C De Acres: 8.35 AC ,O,� 42 JFO/LJV
3 GRADING C?ETAILS}
5 DB G: 1276/1 190 S \ ��"i 8'17"E 629• \ CHECKED BY:
DATE: NOVEMBER 21,2007
v ! Zo g: CO-RU �-- 1- N81.
CL
\`� \ OR��: �_ _ \ PROJECT NUMBER: 038-06-007
E 278.80 PIN: 18300080
N80'2153 \ Owner: Evans, Kay Ellen \ DRAWING
a Deed Acres: 34.00 AC
t
a - / � 'N: 1830007802 DB/PG:
GRAPHIC SCALE Zoning: CO-RU
100 0 100 200
_ee cress -
CDZoning: CO-RU
0
00
0
0
i>
H

X
PHAS'
LEGEND:
'R IE3C3
A,
TRIGON ENGINEERING CONSULTANTS, INC.
NEW INLET W/INLET
700 BLUE RIDGE ROAD,SUITE 101
PROTECTION
RO f ) m ` ALEIGH,NC 27606
NEW STORM DRAINAGE MH OFFICE:[phone] FAX:[phone]
—————————————
00
NEW FLARED END SECTION
A X NEW STORM DRAINAGE PIPE
Lu
<
Approximate Existing TEMPORARY DIVERSION BERM
We t I a nil s RIP-RAP FOR EC DEVICES
7.9 7 AC
SILT FENCE
4
89 _ 50 EXISTING 5'CONTOURS-7-- 47
EXISTING I'CONTOURS
SENN= LIMITS OF DISTURBANCE
SEDIMENT TRAP/ROCK
! ` DAM SEDIMENT BASIN
190 STONE CHECK DAM
A
%9
CLEARING AND GRADING NOTES Old, 48- PROPOSED VCONTOURS
1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL PHASE I EROSION AND 7
SEDIMENTATION CONTROL MEASURES ARE IN PLACE. Axle
2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING 50- PROPOSED 5'CONTOURS 0
cn
OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A U)
PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE A, >
PROTECTED DURING CONSTRUCTION. ....... EXISTING WETLAND AREA
3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS, 192 193 d- L A,
194
ROOTS,ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED
AS DIRECTED BY THE OWNER.
191 AJOINING
196 PARCEL BOUNDRY
4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD ' w
PROCTOR MAXIMUM DRY DENSITY(ASTM D-698), EXCEPT FOR THE TOP 12"OF SUBGRADE,
WHICH SHALL BE COMPACTED TO 98%STANDARD PROCTOR,UNLESS NOTED OTHERWISE 49 {� ` � � PHASE BOUNDRY LINE
ON THE DRAWINGS. 197X
5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY 7 168 'yo
MATERIAL BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT WETLAND BOUNDRY LINEz
EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW
AUTHORITY. COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE
REQUIRED BY THE EROSION CONTROL INSPECTOR.
6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON 7 OEM
THE DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS 47m AS 19b,
NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED , `
SEDIMENT TRAPPING DEVICES. 69 SAD
b
i.
7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO INcl / `
TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH 47-36
9
THE APPROPRIATE REVIEW AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE
OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR. Al
(D
232
\ s� a iA. . , :.
231, 230 229 228 CI-41 4
'v
3Z-EP-EP 227 001, �\,47 SEAL
' - 32721
48 I - I I
171 1:2 0 1 N C-D
47
10,SW EASEMEN1 4'? ���,; ......... ,,
N*
F_ 0 G
226
D'46
4 7
201
00
172 CI 34
\ II /.
1 33 I� `
235 236 237
OD
3 234
225
' t rn
4.>
CA
t '48
2 2
173
238 OWNDER/DEVELOPER
CUMBEE RD.
CID
CI 30 C1.32 224 PARTNERS, LLC
1
PIN : 18300106 6263 INGLESIDE DRIVE
174 DE-SAC"UD" 46— 49 WILMINGTON, NC 28411
Owner: Hewett, Elder Heirs
2
CI 29 00 [phone]
41 41
CD
Deed Acres: 114.58 AC 239 /
1 1-28 CONTACT: ADAM LISK
MB/PG: 18/ 137 -9�
Zoning : CO— RU 2231
Use: Mobile Home 175 40
0
A 240 204�
244
243 242 241
SITE PLANS
1 � / /
76 222
> a47 GRADING PLAN
4� 46 Approximate Existing
CI 27 46 OEM —
SEA WYNDE
1-26 All Wei I a n d"S 7.q7 Ac__�
10'SWEASE NT
1 2'21 PLANTATION PHASE Ill
CI-24"
It N , I !/ '11_� i 1 t
0
218
21 219 CUMBEE ROAD & N.C. 17
/ / ` \
LOCKWOOD FOLLY TOWNSHIP
TOWN OF SHALLOTTE
BRUNSWICK COUNTY,
NORTH CAROLINA
" 178
HORZ.SCALE:
Lc� 50'
. 7 VERT.SCALE: N/A
DESIGNED BY:C MTP
47 0)
tb DRAWN BY: MTP
(4C) CHECKED BY:
JFO/LJV
u z ' C „ „ O r - :. ^
t�q DATE: NOVEMBER 21,2007
2W
PROJECT NUMBER: 011-01-107
M
GRAPHIC SCALE M DRAWING
LZ
50 25 50 100 200 A.
0 209f//' J,
18�
IN FEET
tZ'
1 inch 50 ft. 211 21 210 . ..........
213 212

21 218 219
07 X\
PH Av S........ .....
Q0 178
44
Ln
0-) CIN
Au RECREATION
CLEARING AND GRADING NOTES
1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL PHASE I EROSION AND I I
SEDIMENTATION CONTROL MEASURES ARE IN PLACE. O
C 41 AREA
2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING
7 4 AC RING CONSULTANTS, INC.
OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A 179 :2
TRIGON ENGINEERING
PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE OR ROAD Nunn= CI-22 �x ...... 700 BLUE RIDGE ROAD, SUITE 101
47- RALEIGH, NC 27606
PROTECTED DURING CONSTRUCTION. r. 208
3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS, OFFICE:[phone] FAX:[phone]
m
ROOTS,ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED
AS DIRECTED BY THE OWNER.
4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD r,
a)
OF SUBGRADE,PROCTOR MAXIMUM DRY DENSITY(ASTM D-698),EXCEPT FOR THE TOP 12' 209
WHICH SHALL BE COMPACTED TO 98%STANDARD PROCTOR,UNLESS NOTED OTHERWISE
Lu
li
ON THE DRAWINGS. j180
5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY 1 x;-
C
MATERIAL BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT i LO 1151 A..
. .............
EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW 210
AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE �15 21 f 213 212 211 Z
............ .......
REQUIRED BY THE EROSION CONTROL INSPECTOR. - ------
Al 1. -
A"
6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON
THE DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS 48
.................
NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED 181\
SEDIMENT TRAPPING DEVICES.
7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO
TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH / 10 W EASEMENT 47
THE APPROPRIATE REVIEW AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE DI 9 Z
711
OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR. - A.
18
182
co J�
LEGEND:
<6
Vol
0
NEW INLET W/INLET PROTECTION
248
ii 245 247
246 47 250 Lu
O NEW STORM DRAINAGE MH 151 45
252
183
47 253
—
NEW FLARED END SECTION 46
NEW STORM DRAINAGE PIPE
TEMPORARY DIVERSION BERM 45 254 259
'A
RIP-RAP FOR EC DEVICES 255
'V_ 258�I
256
SILT FENCE 46
0111111111111111111 257
— 5 0 EXISTING 5'CONTOURS 44 f
46
EXISTING 1'CONTOURS 48 IVIENOR ROAD"P"
141 9 44
46
6 C6 r_� (6 4�
0100200 LIMITS OF DISTURBANCE
SEDIMENT TRAP/ROCK rn i i -7
DAM SEDIMENT BASIN 185
C
STONE CHECK DAM
> Im — of 44
CI-17
_48- PROPOSED 1'CONTOURS 44
290 1/289 298 :1 7 286 2 5 284-1, \A A 0
_ 50- PROPOSED 5-CONTOURS N 86 45 28/ CI-16 3
46 SEAL
EXISTING WETLAND AREA 32721
A, Al 282
4
AJOINING PARCEL BOUNDRY N
281
P OG 0%
043
43
now—
DI
PHASE BOUNDRY LINE 187 280
L 46 44 279 278 277
WETLAND BOUNDRY LINE
/>
44
It 4
DI-9
291 292 2�93
�
43,294 43— ti DI-10 43
297 42
44 18 298 L , ,,
42
w,
299
46 300
305
45— OWNDER/DEVELOPER
.............................
301 CUMBEE RD.
�x 304 PART
46 NERS, LLC
302 303
COLLECTOR ROAD,"C" 6263 INGLESIDE DRIVE
6 W
.......
45 ................ ...........................
45 44
..................
46 44 45 WILMINGTON, NC 28411
............... 001fS mmr::::mmmm__j 43 42
77—) E 44--r-4 [phone]
✓ 43 42---\) —41—
It - - - CONTACT: ADAM LISK
-40
1315-4- 21 39- —7
38
C14 LO - <
j -16
C0 34 1.43
HAS
41 IV CI-45
C1 46
--------------
S680 36-
119 , '36 41 SITE PLANS
GRADING PLAN
SEA WYNDE
PLANTATION PHASE III
00
310
NQ) CUMBEE ROAD & N.C. 17
O
PIN : 1830007904 LOCKWOOD FOLLY TOWNSHIP
Q)WET D
46 E INTION POND
Owner: Bolinger, Mark Alan Et Darla Lynn TOWN OF SHALLOTTE
SEE SHEET C-8.0 FOR BRUNSWICK COUNTY,
C! NORTH CAROLINA
T Deed Acres: 8.35 AC 1��, 170
y
N i GRADING DETAILS)
C) i HORZ.SCALE: 1" 50'
0 DB/PG: 1276/ 1190 15
'.0
00 VERT.SCALE: N/A
Zoning : CC — �U
0) DESIGNED BY: MTP
O
DRAWN BY: MTP
0- 41-
CHECKED BY: JFO/LJV
C
.0 DATE: NOVEMBER 21,2007
BO
2-7B PROJECT NUMBER: 038-06-0-07
3"
C)021
GRAPHIC SCALE DRAWING
50 0 25 50 100 200
CD
PIN: 1830007802
00 IN FEET ) Owner: Evans Ottrue E Et Jean B ■
CD
1 inch = 50 ft.
0 Deed Acres: 1 .00 AC
>

� ; J CLEARING AND GRADING NOTES-�� R E C R EAi I O N
1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL PHASE I EROSION AND
{ � If SEDIMENTATION CONTROL MEASURES ARE IN PLACE.
AREA { 2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING
" OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A
7 4 AC PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE
C1.22A ,/
O s ' L. w ' PROTECTED DURING CONSTRUCTION.
3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS,
ROOTS,ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED
! 1 I J 4. AS DIRECTED
UCTURAL BI THE OWNER.
FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD
IJ PROCTOR MAXIMUM DRY DENSITY(ASTM D-698), EXCEPT FOR THE TOP 12"OF SUBGRADE, TRIGON ENGINEERING
WHICH SHALLo RING CONSULTANTS INC.
BE COMPACTED TO 98/o STANDARD PROCTOR,UNLESS NOTED OTHERWISE 700 BLUE RIDGE ROAD, SUITE 101
� ON THE DRAWINGS.1 t" " �� RALEIGH,NC 27606
` / 5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY 0FFICE:(919)LEIGH 11 F27606 9)755-1414
/ ' f MATERIAL BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT
EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW
A z A AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE
REQUIRED BY THE EROSION CONTROL INSPECTOR.
i 6 24111
11 � �.' -....,. ___ _,__, ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON
THE DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS uj
' a : Al ``Y• a , NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED
' SEDIMENT TRAPPING DEVICES.
o
/,2212
SED .
qg , j h/ /' ? t 7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO
' -"-- I a PIN : 18 3 0 0 0 8 40 2 TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH
AUTHORITY COPIES OF THE
THE APPROPRIATE REVIEW ,
APPROVALS AND PLANS FOR THE
Owner: The Healing Water Company Inc.
47
OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR.
.;� - ,- t;
j, -�= g8 M A. nA r �r :� � � A Deed Acres: 19 .00 AC
j 4
23
�� DB/PG• 1120/04
46 . LEGEND:
4,0 I Zoning CO— RU
f, 464\ 4q i y 46 �o I I NEW INLET W/INLET PROTECTION
' Q� I :—:
- C�'V
NEW STORM DRAINAGE MH
/ 47 \
r' 2611 2 \ v NEW FLARED END SECTION
NEW STORM DRAINAGE PIPE Z
_ I 4
/ I 46 p1 5 p
a \ II II ��Il��illlllll�lli�iill TEMPORARY DIVERSION BERM W
'r
45 j j 1, \ j2 RIP-RAP FOR EC DEVICES
f %
2Z5SILT FENCE
� ---
EXISTING 5'CONTOURS
EXISTING 1'CONTOURS
44 \ I I MENOM LIMITS OF DISTURBANCE
Cl 45 's
45
�35
44 ` `a-,z,1 Q6 SEDIMENT TRAP/ROCK
263
DAM SEDIMENT BASIN
LJ
e 44
a " 43 '° 4 STONE CHECK DAM
j
I `
ws N r p
cl i� __ 4$ PROPOSED 1'CONTOURS
44 �
- I�O
44 f �= \ jQ PROPOSED 5'CONTOURS
L�J7 2&6 �; /j l/� l `t CI.,6
#' " r� $ EXISTING WETLAND AREA
45 s� 1� A,
42 1 AJOINING PARCEL BOUNDRY ,,�11111CIII/I���,I
44 I I pA L ? PHASE BOUNDRY LINE
43
G`N3lJ 22!`� 2T7 ..___- WETLAND BOUNDRY LINE ; 32721
I`V
I
44' �:
44 \�, 0���� �C I N V-
%
l %
L \ 43 \ 43
,
�_�^�` 42
41 77';. _ _
3�3'7
2� _.
44 98
1.46 as 207
— /
43 43
CO
300 35 43
Z 30�1 ' M �I 34 '+ 268
43 �-- 3 '~~ H z a
/ _ _ \ OWNDER/DEVELOPER
COI".�.ECTOR ROAD;'C" JI 42� —
CUMBEE RD.
42 C\j
/ PARTNERS, LLC
209
—40 .A
6263 INGLESIDE DRIVE
37 38 �^ a" '` ��0 / WILMINGTON, NC 28411
/ —35_34 "6 =- CQL� 274 d4, [phone]
�X� CONTACT: ADAM LISK
41_
PIN 18300084
3j
41 5i Owner: Brown , Larry W Et Ricki F
\4p '3s _ ✓ n
� 3 A, Deed Acres: 23. 60 AC
_
DB/PG: 1247/0337
48S 308
711 Zoning : CO— RU0 _ SITE PLANS
3N
41
310 GRADING PLAN
227-2 -cli /' 1
SEA WYNDE
42 PLANTATION PHASE III
mom
30007904
N S� ET D ENI POND
er Mark Alan Et Darla Lynn ` 42 43 42 �
Bolinger, y (SEE SHEET C- FOR
40--
cres: 8.35 AC ��' �� GRADING DETAILS) 41
CUMBEE ROAD & N.C. 17
CD
12 7 6/ 1 19 0 `SD 40 woo Zg •42� LOCKWOOD FOLLY TOWNSHIP
C� 1 7 E TOWN OF SHALLOTTE
C 0— R U ` Nlogo g 8 BRUNSWICK COUNTY,
,r--�
NORTH CAROLINA
o O
HORZ.SCALE: 1"=50'
U 41 40
VERT.SCALE: N/A
o
0
r ' DESIGNED BY: MTP
0
27B.8 PIN: 18300080
DRAWN BY: MTP
N80 2� Owner: Evans, Kay Ellen CHECKED BY: JFO/LJV
Deed Acres: 34.00 AC
DATE: NOVEMBER 21,2007
PROJECT NUMBER: 038-06-007
0
PIN : 1830007802 DB PG: — —
-/ Zoning: CO—RU
DRAWING
GRAPHIC SCAL Owner: Evans Ottrue E Et Jean B
r
�
50 0 25 50 100 200 Deed Acres: 1 .00 AC
DB/PG: 2187/ 1352
CD
CD
co ( IN FEET )
co
Zoning : CO— RU \ 6m3
CD
1 inch 0 ft.
0
0
H

t-%PV1UA1J11UL-WetlandsL-A IZLllly
'
34.79 AC
8
sa"', in-1 XIMEM A
I mo�auffr& "M §11010�
T411
�, ♦A TRIGON ENGINEERING CONSULTANTS, INC.
PHAS
700 BLUE RIDGE ROAD,SUITE 101
CLEARING AND GRADING NOTES
64 RALEIGH,NC 27606
1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL PHASE I EROSION AND OFFICE:(919)755
/z, SEDIMENTATION CONTROL MEASURES ARE IN PLACE. -5011 FAX:[phone]
r
Approximate Existing
Wetlands
♦ 2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING
65
OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A
7.9 7 AC
PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE
_-1- 9
_-47 PROTECTED DURING CONSTRUCTION.
66 3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS, ui
ROOTS,ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED
AS DIRECTED BY THE OWNER.
1 90 4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY(ASTM D-698),EXCEPT FOR THE TOP 12"OF SUBGRAIDE,
WHICH SHALL BE COMPACTED TO 98%STANDARD PROCTOR,UNLESS NOTED OTHERWISE
ON THE DRAWINGS.
00 5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY
931, MATERIAL BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT
19 ♦ EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW
low AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE
9�16 1 I �� - "\ 6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON
LEGEND: REQUIRED BY THE EROSION CONTROL INSPECTOR.
♦ THE DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS
NEW INLET W/INLET PROTECTION 04 NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED
SEDIMENT TRAPPING DEVICES.
7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO
O ROAD
NEW STORM DRAINAGE MH 04 TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH
04 THE APPROPRIATE REVIEW AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE
OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR.
NEW FLARED END SECTION 04 0*
170
M DRAINAGE PIPE
NEW STORM 402 '1 �3` 1�230 1, 429 228 EROSION CONTROL GENERAL NOTES
1. DISTURBED AREA: 39.77 Ac. 0
BERM 227 82 LI)
TEMPORARY DIVERSION ! i 1-1 1 >
2. THE SEDIMENTATION AND EROSION CONTROL PERMIT SHALL BE OBTAINED PRIOR TO ui
17 10'SW EASEMENT BEGINNING ANY WORK. of
RIP-RAP FOR EC DEVICES 3. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE
2
DRAWINGS ARE INTENDED AS A GUIDE. ADDITIONAL MEASURES AND DEVICES MAY BE
SILT FENCE 777�7 201 REQUIRED BY THE EROSION CONTROL INSPECTOR TO PREVENT SEDIMENT FROM LEAVING
50® -- - EXISTING 5'CONTOURS SITE. INFORM OWNER AND ENGINEER IMMEDIATELY OF ANY SUCH NOTIFICATION BY THE
EROSION CONTROL INSPECTOR.
49- EXISTING 1'CONTOURS 2 I"\?34 1 235 23 25 4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED
AND MAINTAINED IN ACCORDANCE WITH THE NCIDEHNR-LAND QUALITY SECTIONS"EROSION
11011 mom 101011 no LIMITS OF DISTURBANCE 2021 04 AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL"AS WELL AS INFORMATION
04 PROVIDED IN THE DETAILS.
73. ,238 1 SEDIMENT TRAP/ROCK11_ # 5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE
DAM SEDIMENT BASIN
PERMANENT SEEDING SCHEDULE WITHIN 21 DAYS OF COMPLETION OF GRADING.
�'J 224 TEMPORARY SEEDING OF SLOPES SHALL BE DONE WITHIN 21 CALENDAR DAY OF THE
­r7=777,PIN: 18300106
7-
COMPLETION OF FILLING AND COMPACTION ACTIVITIES.
STONE CHECK DAM Owner: Hewett, Elder Heirs 4/
Deed Acres: 114.58 AC
MB/PG: 18/137
239
c3i 06 r M C_�
48- PROPOSED1'CONTOURS Zoning: CO-RU �R_ 23 1 1 1 Iz
Use: Mobile Home 75
"j
50- PROPOSED 5'CONTOURS 244 1 4� 1 242 , 1
SH E ET 1 EXISTING WETLAND AREA 176 ; I I I '22 s " N' i x 4 sPIN: 1830008401
---4 Approximate Existing Owner: Robinson, Harold C. Etux Selene R
z
J Welland's 7.97 AC_----\ Deed Acres: 15.50 AC
2 T
DB/PG: 1386/0760
AJOINING PARCEL BOUNDRY -RU111
SHEET F-7 .4 1 14 Zoning: CO
C A
PHASE BOUNDRY LINE -2 16 . 6 ,
SEAL
WETLAND BOUNDRY LINE
\\1 117
........ Xv V
9 F- 0 G\,
-fill'%"ON
Zuu/ /> y" - - - - - - - - -
180
151 2 JjI
it 181 PIN: 1830008402
t Ir 10, WEA NT Owner: The Healing Water Company Inc.
Deed Acres: 19.00 AC
DB/PG: 1120/0423
Zoning: CO-RU
182
6
V-15 A I r)AQ I
245 251
47 2
183 OWNDER/DEVELOPER
262
CUMBEE RD.
< 55 258
256 2 6 PARTNERS, LLC
45
INOR RO;kD*' Iy 6263 INGLESIDE DRIVE
26
WILMINGTON, NC 28411
[phone]
CONTACT: AD
AM LISK
1 287 1 286 ;1 , 5 '1 284
29U J-2 I
1 6 4fi 283
282
afi_T I _T�_/ 28
278 77
8/7 4� 279 1\
GRAPHIC SCALE
IA
100 0 100 200
291 292 'il 294 2 2 .2 \ - --- - - -- -
8 267
SITE PLANS
2 a 30.6/
EROSION
300 3
301 304 268 CONTROL PLAN
z.
\30a\
t:,:;_-*5LL_tCTOR ROAD 4?
INDEX
IV 269
274
SEA WYNDE
22
PLANTATION PHASE III 2 Tj
PIN: 18300084
Owner: Brown, Larry W Et Ricki
o 2 7 Deed Acres: 23.60 AC
CUMBEE ROAD & N.C. 17
DB/PG: 1247/0337 LOCKWOOD FOLLY TOWNSHIP
308 Zoning: CO-RU
40.
309 TOWN OF SHALLOTTE
BRUNSWICK COUNTY,
31 2 NORTH CAROLINA
HORZ.SCALE: V=100,
y PIN 1830007904 P �JNET DE-T�NTION POND
CD Ow r: Bolinger, Mark Alan Et Darla
0 (SEL SHEET C-8.0 FOR VERT.SCALE: N/A
De Acres: 8.35 AC
GRADING DETAILS)
00 DB G: 1276/1190
rn DESIGNED BY: JFO
Zo g: CO-RU
DRAWN BY: CGG
CHECKED BY: JFO/LJV
Zn
SFIEET -7 . 2 E 278-56 PIN: 18300080
53 DATE:
S H E E T 7 . 3 NOVEMBER 21,2007
o Owner: Evans, Kay Ellen
Deed Acres: 34.00 AC PROJECT NUMBER: 038-06-007
DB/PG:
PIN: 18307802
U-7 . 5 Zoning: CO-RU
(_aa%,7
a_ SHEET Owner: Evans00 Ottrue E Et Jean 8 SHEET
Deed Acres: 1.00 AC
C
Zoning: CO-RU
ti ;� I / \
ti
C)
C)
C)
00 _ m7m
C)
�0 " 1� _ A
C:)
0

(P
LEGEND: PHASE, `/1/11
NEW INLET W/INLET PROTECTION
ONEW STORM DRAINAGE MH
%% ♦ TRIGON ENGINEERING CONSULTANTS, INC.
,
700 BLUE RIDGE ROAD,SUITE 101
NEW FLARED END SECTION
RALEIGH,NC 27606
NEW STORM DRAINAGE PIPE OFFICE:[phone] FAX:[phone]
TEMPORARY DIVERSION BERM
N\\1
co
RIP-RAP FOR EC DEVICES N11
LLJ
- - - - - - SILT FENCE Approximate Existing
EXISTING 5'CONTOURS \ w Wetlands
50 -
1�41 7.97 AC:::
EXISTING 1-CONTOURS (0
4"
w= UM WM EM LIMITS OF DISTURBANCE
TEMP. CONSTRUCTION ENTRANCE SFO
A-SEDIMENT TRAP/ROCK _L
L:J DAM SEDIMENT BASIN 4 7
7
STONE CHECK DAM J,
48- PROPOSED 1-CONTOURS
f
_ 50— PROPOSED 5'CONTOURS 4 8)
Al
EXISTING WETLAND AREA .,rrrrrrrr LIMITS OF DISTURBANCE ♦ co
S FO 19, A_ LD
AJOINING PARCEL BOUNDRY �2
>
Lu
Of
larr PHASE BOUNDRY LINE rrrrrrr All
WETLAND BOUNDRY LINE
SFO
00
CLEARING AND GRADING NOTES 100
1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL PHASE 1 EROSION AND TEMPORARY DIVERSION BER'M was —
i m C�
SEDIMENTATION CONTROL MEASURES ARE IN PLACE.
2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING
OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A vmom—
PERMITTED LANDFILL FACILITY, TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE
PROTECTED DURING CONSTRUCTION.
3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS,
ROOTS,ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED
AS DIRECTED BY THE OWNER.
4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 959%OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY(ASTM D-698), EXCEPT FOR THE TOP 12"OF SUBGRADE,
WHICH SHALL BE COMPACTED TO 98%STANDARD PROCTOR,UNLESS NOTED OTHERWISE
ON THE DRAWINGS. TEMPOR,,\RY DIVERSION BERM kA CA
5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY ♦MATERIAL BROUGHT IN FROM OFF _5 4,
-SITE SHALL COME FROM A SITE WITH A CURRENT ( Amok,
EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW zz�\
AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE lJ SEAL
32721
REQUIRED BY THE EROSION CONTROL INSPECTOR. C
6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON
THE DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS
G
S FO—
NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED N <1
F- 0 G
SEDIMENT TRAPPING DEVICES.
7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO
TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH
REVIEW AUTHORITY.COPIES OF THE THE APPROPRIATE REVI E APPROVALS AND PLANS FOR THE
OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR. A,
EROSION CONTROL GENERAL NOTES
1. DISTURBED AREA: 39.77 Ac.
2. THE SEDIMENTATION AND EROSION CONTROL PERMIT SHALL BE OBTAINED PRIOR TO
BEGINNING ANY WORK.
3. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE
DRAWINGS ARE INTENDED AS A GUIDE. ADDITIONAL MEASURES AND DEVICES MAY BE
REQUIRED BY THE EROSION CONTROL INSPECTOR TO PREVENT SEDIMENT FROM LEAVING
SITE. INFORM OWNER AND ENGINEER IMMEDIATELY OF ANY SUCH NOTIFICATION BY THE 5� I f
05)
EROSION CONTROL INSPECTOR. 41,
4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED
AND MAINTAINED IN ACCORDANCE WITH THE NCDEHNR-LAND QUALITY SECTIONS"EROSION
AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL"AS WELL AS INFORMATION OWN DER/DEVE LOPER
PROVIDED IN THE DETAILS. 44
5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE "I CUMBEE RD.
PERMANENT SEEDING SCHEDULE WITHIN 21 DAYS OF COMPLETION OF GRADING. k P\ PARTNERS, LLC
TEMPORARY SEEDING OF SLOPES SHALL BE DONE WITHIN 21 CALENDAR DAY OF THE
COMPLETION OF FILLING AND COMPACTION ACTIVITIES. Al 6263 INGLESIDE DRIVE
PIN : 18300106i ``c, [phone]
WILMINGTON, NC 28411
Owner: Hewett, Elder Heirs
V11 CONTACT: ADAM LISK
Deed Acres: 1 14.58 AC
t
MB/PG: 18/ 11-77 . SFO
Zoning : CO— RU
Use: Mobile Home 40
—S,
SITE PLANS
; / ; / ;' `\ _ _ _ - � ! ,� - - y EROSION
O { f t / } / / � '' CONTROL
Approximate Existing
Wetlands 7: 7 AC
P HAS E1
SEA WYNDE
=z
A,.
Z
4
PLANTATION PHASE III
r'4 0�
4lA
SFO CUMBEE ROAD
LOCKWOOD FOLLY TOWNSHIP
A. TOWN OF SHALLOTTE
BRUNSWICK COUNTY,
NORTH CAROLINA
C� HORZ.SCALE: 111=50'
y
VERT.SCALE: N/A
o NC DESIGNED BY: JFO
'! ' / — / j/ // f / - % )00
re)
DRAWN BY: CGG
CHECKED BY:
\0 JFO/LJV
NOVEMBER 21,2007
M DATE:
PROJECT NUMBER: 038-06-007
DRAWING
GRAPHIC SCALE P HASE I
SFO
�� S
J _11
CD 0 50 100
0 5 10 m7ml
0
LEL
_MN A-
CD
>

LEGEND:
■
NEW INLET W/INLET PROTECTION
NEW STORM DRAINAGE MH
. .........
. . .........
NEW FLARED END SECTION DRAINAGE AREA BOUNDARY
NEW STORM DRAINAGE PIPE
44* "7/-- ­1 RECREATION
TEMPORARY DIVERSION BERM gqlr,3C3r+4j
kREA
4
RIP-RAP FOR EC DEVICES AC TRIGON ENGINEERING CONSULTANTS, INC.
SILT FENCE 4if 700 BLUE RIDGE ROAD, SUITE 101
RALEIGH, NC 27606
0 — EXISTING 5'CONTOURS OFFICE:[phone] FAX:[phone]
0 :::::I;��;;
EXISTING I'CONTOURS NOW,
LIMITS OF DISTURBANCE
SEDIMENT TRAP/ROCK
Lu
DAM SEDIMENT BASIN
STONE CHECK DAM L fw.
———————————
48- A.,
PROPOSED I'CONTOURS
50- PROPOSED 5'CONTOURS ,,
EXISTING WETLAND AREA x
AJOINING PARCEL BOUNDRY
Al
PHASE BOUNDRY LINE
WETLAND BOUNDRY LINE
z
0
>
LIMITS OF DISTURBANCE
CLEARING AND GRADING NOTES
1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL PHASE 1 EROSION AND
SEDIMENTATION CONTROL MEASURES ARE IN PLACE.
2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING
OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A
PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE TEMPORARY DIVERSION BERM/-/-
PROTECTED DURING CONSTRUCTION.
3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS, TYP.
ROOTS,ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED
AS DIRECTED BY THE OWNER.
4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY(ASTM D-698),EXCEPT FOR THE TOP 12"OF SUBGRADE,
WHICH SHALL BE COMPACTED TO 98%STANDARD PROCTOR,UNLESS NOTED OTHERWISE
ON THE DRAWINGS.
5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY
Cj C;
— — — 06 (6 u�MATERIAL BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT C6
EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW
AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE
REQUIRED BY THE EROSION CONTROL INSPECTOR.
6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON z—
THE DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS
NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED
SEDIMENT TRAPPING DEVICES.
7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT 13 TAKEN OFF-SITE SHALL GO N.—
TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH
THE APPROPRIATE REVIEW AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE
CA
OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR. %
S
EROSION CONTROL GENERAL NOTES
fl L
1. DISTURBED AREA: 39.77 Ac.
2. THE SEDIMENTATION AND EROSION CONTROL PERMIT SHALL BE OBTAINED PRIOR TO 32721
C-
BEGINNING ANY WORK.
3. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE G/ IN
DRAWINGS ARE INTENDED AS A GUIDE. ADDITIONAL MEASURES AND DEVICES MAY BE ♦ .........
REQUIRED BY THE EROSION CONTROL INSPECTOR TO PREVENT SEDIMENT FROM LEAVING 0 G
SITE. INFORM OWNER AND ENGINEER IMMEDIATELY OF ANY SUCH NOTIFICATION BY THE
EROSION CONTROL INSPECTOR.
4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED v
AND MAINTAINED IN ACCORDANCE WITH THE NCDEHNR-LAND QUALITY SECTIONS"EROSION
AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL"AS WELL AS INFORMATION
PROVIDED IN THE DETAILS. z
5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE
PERMANENT SEEDING SCHEDULE WITHIN 21 DAYS OF COMPLETION OF GRADING. �D
TEMPORARY SEEDING OF SLOPES SHALL BE DONE WITHIN 21 CALENDAR DAY OF THE
COMPLETION OF FILLING AND COMPACTION ACTIVITIES.
D
OWNDER/DEVELOPER
tx CUMBEE RD.
PARTNERS, LLC
b
6263 INGLESIDE DRIVE
—7 WILMINGTON, NC 28411
.......... [phone]
z AA) <1
N CONTACT: EDAM LISK
III SITE PLANS
EROSION
CONTROL
WET DENTENTION POND
TO BE USED FOR PHASE 1
co SEDIMENT STORAGE SEA WYNDE
DURING CONSTRUCTION PLANTATION PHASE Ill
CD
CD
714
CD
PIN: 1830007904 CUMBEE ROAD & N.C. 17
WET DETENTION POND LOCKWOOD FOLLY TOWNSHIP
Owner: Bolinger, Mark Alan Et Darla Lynn TOWN OF SHALLOTTE
(SEE SHEET C-8.0 FOR BRUNSWICK COUNTY,
y Deed Acres: 8.35 AC
WEIR L 15' NORTH CAROLINA
GRADING DETAILS)
DB/PG: 1276/ 1190 HORZ.SCALE:
=50'
co
CD Zoning : (CO— R U VERT.SCALE: N/A
DESIGNED BY: JFO
DRAWN BY: CGG
CHECKED BY:
JFC/LJV
DATE: NOVEMBER 21,2007
W
PROJECT NUMBER: 038-06-007
DRAWING
GRAPHIC SCALE
50 0
50 100
'S O� 0
EA L?
o
PIN : 1830007802
Owner: Evans Ottrue E Et Jean B
70
Deed Acres: 1 .00 AC

LEGEND:
r
NEW INLET W/INLET PROTECTION
O NEW STORM DRAINAGE MH
PHAS III
DRAINAGE AREA BOUN/ DARY
RECREAtION NEW FLARED END SECTION
40' NEW STORM mrgq AI RM DRAINAGE PIPE IMIC31M
A:.,, A, A, A., ('5_1
- �4 AC TEMPORARY DIVERSION BERM
TRIGON ENGINEERING CONSULTANTS, INC.
RIP-RAP FOR EC DEVICES 700 BLUE RIDGE ROAD,SUITE 101
RALEIGH, NC 27606
.1& lq� % SILT FENCE OFFICE:[phone] FAX:[phone]
50 —
i Ir EXISTING 5'CONTOURS
4 9 — EXISTING 1'CONTOURS
A, all- ­Ax
W= W= OW LIMITS OF DISTURBANCE
Lj
/r ®'
SEDIMENT TRAP/ROCK ❑
Al
DAM SEDIMENT BASIN
STONE CHECK DAM
_48- PROPOSED'I'CONTOURS
A., Al 19_� 19 ML
PIN : 1830008402
50- PROPOSED 5'CONTOURS
Owner: The Healing Water Company Inc.
Al
Deed Acres: 19 -00 AC
EXISTING WETLAND AREA
DB/PG: 1 120/0423
Zoning : CO— RU AJOINING PARCEL BOUNDRY
PHASE BOUNDRY LINE
WETLAND BOUNDRY LINE
...... .......
>
Z CLEARING AND GRADING NOTES
1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL PHASE 1 EROSION AND
SEDIMENTATION CONTROL MEASURES ARE IN PLACE.
2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING
OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A
PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE
PROTECTED DURING CONSTRUCTION.
3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS,
ROOTS,ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED
_j AS DIRECTED BY THE OWNER.
4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD
<1
PROCTOR MAXIMUM DRY DENSITY(ASTM D-698), EXCEPT FOR THE TOP 12"OF SUBGRADE,
WHICH SHALL BE COMPACTED TO 98%STANDARD PROCTOR,UNLESS NOTED OTHERWISE
ON THE DRAWINGS.
5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY
MATERIAL BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT — — — (6 L6
z
LIMITS OF DISTURBANCE EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW
AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE
REQUIRED BY THE EROSION CONTROL INSPECTOR.
6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON
N\ THE DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS
NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED
'1 y y y SEDIMENT TRAPPING DEVICES.
7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO
y
TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH
t THE APPROPRIATE REVIEW AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE %%till #it
OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR.
C
EROSION CONTROL GENERAL NOTES
X
1. DISTURBED AREA: 39.77 Ac. SEAL
2. THE SEfAMENTATION AND EROSION CONTROL PERMIT SHALL BE OBTAINED PRIOR TO
32721
BEGINNING ANY WORK. C_
3. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE N
ff DRAWINGS ARE INTENDED AS A GUIDE. ADDITIONAL MEASURES AND DEVICES MAY BE ..........
T z REQUIRED BY THE EROSION CONTROL INSPECTOR TO PREVENT SEDIMENT FROM LEAVING
"I lle4fll '0
SITE. INFORM OWNER AND ENGINEER IMMEDIATELY OF ANY SUCH NOTIFICATION BY THE
'17 . . .......
EROSION CONTROL INSPECTOR.
4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED
V
AND MAINTAINED IN ACCORDANCE WITH THE NCDEHNR-LAND QUALITY SECTIONS"EROSION
V AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL"AS WELL AS INFORMATION
z PROVIDED IN THE DETAILS.
5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE
PERMANENT SEEDING SCHEDULE WITHIN 21 DAYS OF COMPLETION OF GRADING.
TEMPORARY SEEDING OF SLOPES SHALL BE DONE WITHIN 21 CALENDAR DAY OF THE
COMPLETION OF FILLING AND COMPACTION ACTIVITIES.
�j
,Ir
r T
OWN DE R/DEVE LOPER
CUMBEE RD.
PARTNERS, LLC
6263 INGLESIDE DRIVE
_ _ _ /' �� ,' ,' O WILMINGTON, NC 28411
ly
[phone]
........... CONTACT: ADAM LISK
.............
PIN : 18300084
Owner: Brown , Larry W Et Ricki I`
SITE PLANS
Deed Acres: 23. 60 AC
DB/PG: 1247/0337 EROSION
Zoning : CO— RU CONTROL
WET DENTENTION POND- ,",
PHASE1
TO BE USED FOR
SEDIMENT STORAGE ' SEA WYNDE
co
DURING CONSTRUCTION PLANTATION PHASE III
Q)
CUMBEE ROAD & N.C. 17
CD LOCKWOOD FOLLY TOWNSHIP
1830007904 pW ET, D E--�E NT` 10 N POND,
TOWN OF SHALLOTTE
I R L 15'
er: Bolinger, Mark Alan Et Darla Lynn (SEE SHEET C-8.0 FOR BRUNSWICK COUNTY,
NORTH CAROLINA
J Acres: 8.35 AC
GRADING DETAILS)
HORZ.SCALE: 1"=50'
y
PG: 1276 1
VERT.SCALE: N/A
00 ng : CO— RU MAIM:
CD
DRAWN BY: CGG/LJV
CHECKED BY:
JFO
DATE: NOVEMBER 21,2007
PIN : 18300080
PROJECT NUMBER: 038-06-007
Owner: Evans, Kay Ellen
DRAWING
Deed Acres: 34.00 AC
GRAPHIC SCALE
DB/PG:
50 0 50 100
r
FWETLAND BC
PIN : 1830007802 Zoning : CO— RU
Owner: Evans Ottrue E Et Jean B
CD
00 m7m
Deed Acres: 1 .00 AC

ll j
HAS I
..........
STORM COMPUTATIONS � �� � ""°� '
` LEGEND:
Structure Line Length LinaSixe Lina3lo w Inv Up Inv Dn Rim U Rim Rn
Number ft (in) (?5) ft fil f1) {ft} r :
CB-" TO PF71 50 60 0,14 33,57 33,,50 _.:42.71 _..._33.5�_ �'''�. � 1� i \ re�,1 •,,, f�{=t 1 z� I
C6-2 TO CB-1 20 60 0:2fl 33;61 33,57 42.7'r 42.71 y \ ` '■I NEW INLET W/INLET PROTECTION
�\ ,a k� / �- # �i
CB»3TOC8-2 270 54 �6.17 34:08 33:81 44.29 42.71 \�. •,. `k� ,, 4 ' _ -.. °_ ...
CB4Tfl CB-3 27 18 0.48 40.79 40.85 44,29 42.71 1{ NEW\° \` \ \ I I W STORM DRAINAGE MH TRIC01�1
h1H-1 TO CB-3 55 54 a 20 34,19 :34:08 44.62 ! 44,21
GB 5 Tfl MH-1 66 18 0.50 41:39 41.08
CB$Tt]MH-1 138 54 0.39 34.T2 34:19 45.09 44.62
1 CB-7 TO C8.6 28 5.4 0,64 34.9i0 34.72 45.09 45.09 `• "' `' - 1`2 iPHASE .. 111 NEW FLARED END SECTION TRIGON ENGINEERING CONSULTANTS INC.
700 BLUE RIDGE ROAD,SUITE 101
NEW STORM DRAINAGE PIPE RALEIGH NC 27
r
CB-8 TO CB-7 100 �4 0:50 35.70 34:90 46.00 45.09 ' \ l\ \ j
CB-9 TO CB-8 60 36 0,52 36,D1 35.70 45.72 46.00 \ \ \ 1 O ` N
CS-10A TO CB-9 172 36 0,86 37.49 36.01._.. ._4C67 45.72 606
OFFICE:[phone] FAX:[phone]
CB-10Tr CB-10A 125 38 0:59 38.E3 37A9 44.29 d4:87 ` ;%/ S �tll�lflftlllllll��l�11 TEMPORARY DIVERSION BERM
C6-11 TO CA-10 25 18 0.52 4a.73 40.$0 44,23 44.23 \.`• � / `, �
CSA2 TO CB-1a, 227 38 a:50 3A.36 58:23 43:11 44.23 16w1 / �� `
V�� A.,' RIP-RAP FOR EC DEVICES
r `
C6-14 TO C8-12 8d 30 0.42 39.71 39:36 42.70 4111 � � � -tik'
CB-13 TO CB-1? 25 18 1.00 39.81 38.38 43.11 43.
11 A�
v SILT FENCE
C815TO CE3-,4 25 iz9 0,52 39.84 39.71 42.70 42.7� \ ' ��1� I j f�j•,,/
cB.16 is CB-14 200 24 0,50 40.71 39.71 43,70 42.70 \;`,.\ \ ` ' ` ( �1� l��r
\ >�; l�j'J'/ APPROXIMATE EXISTING ` - O - -- EXISTING 5'CONTOURS LU
C13-17 To C&M 26 16 0.50 40.84 40,71 43.74 43.70 ` \
CB-18 TO CS-4._..._ 147 48 1.59 38,04 35Y0 46.88 46,t� \`', �, ,` \' ���1 �� WETLANDS - - - .a - - - EXISTING 1'CONTOURS o
DI-3 TO C8-18 $1 18 0.54 d1.33 41.00 47-17 46.H$ \` 165 / \' \\, . `*j`�<• ���� ��f�T// r� 7.9 7 A(':.
01 4 TO DI-3 236 15 0.50 42:SU 41.3i 48,25 40.00 / y \\ \ `t',\ . . ���� / / I I ����� SFO
. DRAINAGE AREA BOUNDARY
CR-1.0 TO CR-19 W5 42 0.50 38.77 38.04 47.06 46 88 �` ����� `
CB-20 TO CS-18 63 24 0.51 42.79 42.A7 46.80 47.06 I
CB-21 TO CB-20 25 18 1.96 0130 42-79 4$.80 4d.>30 \\ ' \ �� 189 /-
CS-22 TO C8-2C 256 24 0.53 44.15 �� � r SEDIMENT TRAP
CB-23 TO]Cf3-22 26 18 0,81 44.56 44.15 47.86 47.88 \ \ 47 `
/ \ STONE CHECK DAM
CB-22ATDCS-22 82 18 a.84 44,94 44,15 4A-46 47A6 \
G&24 TC?CB-22A 136 18 0.35 45.52 44.84 49.15 48.4$ � 1 6� � Imo\
CS-25 To CB-24 26 15 0,50 46.65 45+.62 49.16 40.15
c6 z To ce-19 is 4 O.SO 39.59 39,77 46.21 47.E \ co rrlrr
CB-27TOGEJ-2C 32 14 0.53 42'.1T 4z,00 46-21 4$.21 \ `� , �16 rrrrr
-- rrrrrr 4$ PROPOSED 1'CONTOURS
Structure Line Length Linefte LineSlope Inv Up Inv Dn Rim Up Rini Dn �� ` � 190 '-
Number (1`0 (in) (%) (ft) 00 In) I(it 50 PROPOSED 5'CONTOURS
DI-5TDCS-27 22 1ii 0.50 42:28 42.17 45.50 46�21 O�dF I
a r 48 - EXISTING WETLAND AREA
DI-6 TO 01-5 244 15 0.50 43.50 42.28 45,60 47.00 _._.
CD-28TbCB26 1?3 3k5 0,5(J 40,20 39.56 45.5T 45:21 Axle I
Cb-29 To CB-28 59 18 2,13 41 S7 40.20 45.30 4SA-1 I 7 `
CB-30 To CD-29 26 15 0,50 41,80 41,67 45.30 45:30
Y C13 31 TO CB-29 172 18 0.50 42.53 03, 45.18 45,30
CB-32 4U C8.31 _.�� .__.._ ... �6 _0.50 42.06 42.53 4E316--_ 46.18 I \ �� AJOINING PARCEL BOUNDRY
CB 33 TrJ C0»28 139 30 0.60 40.89 40,20 46.27 46.27 I � � �������/�f���\ OLO
DI.7TOCB-34 415 24 0.49 41.29 41.07 45.66 4616 6 48 9) 194 \ �'/%� \ ` w
DI-8 TO DI-7 242 18' 0,60 42.60 4129 45.60 46,00 � f���r�� PHASE BOUNDRY LINE �
CB-35 TO CB-33 140 30 1.09 42,41 40.89 46.97 46.27 -
193 A 9 �'T.
�_, WETLAND BOUNDRY LINE
GB-36 TO CB-35 76 24 a.5t) 42-79 42.41 46.79 46.P7
CE3-37 TO Cp-36 26 24 1.38 43.15 42.79 46.79 46.79
CB-36 TO CB-37 251 24 0.50 44.40 43.15 48.05 46.79 - - 191 192 1 1 196
SILT FENCE OUTLET
CB-38 TO CB-38 26 15 0.56 44.55 44,40 48.05 46.05
CB-38A TO CB=38 82 18 0.50 44.81 44.40 48.45 4fl.05 I 49 I � \� � t � S FQ
CB-40T4 CB-38A 169 16 0.49 45k4 44.61 49:27 49.4E I
Sp \
CE di TO CB 40 2B 15 0,50 45.77 45.64 4917 49.27 � �� I � \ \
CB-42 TO CB-2 224 48 0.21 34.07 33.61 41.44 42.71 168
CB-43 TO CB-42 23 15 0.57 37.93 3T90 41.43 41.46 �. 197 LIMITS OF DISTURBANCE
/ � SFO"
CB-44 TO CB-42 217 48 0.19 34AB 34.07 40.25 41.46 1
CS-46 TO CB-44 25 15 0.52 36:73 36A0 40,23 40.25
CB-46 TO CB-44 164 42 0.38 35.11 34_AS 40,96 40.25 I S>
CIO-47 TO CS-46 25 M 0:52 37.44 37.31 40:94 4o.96 - - \
CB-45A TO CB-46 119 36 0.50 36:70 35,11 41,53 40.9s. 1 4$ \
MH-2 TO CB-46A 133 35 0.44 38.29 35.70 42,11 41.54 I I 37 / `
CB-a9'T O MH-2 59 1 B 0.51 38.96 38,66 42.59 47-11 �a 198
I 47 / / ai cd co ri v ri c i O
CB-49 TO CB-48 26 16 0.50 39.09 38.96 42.E 42.58
C5-50TO MH-2 144 ao 0.15 35,51 36,29 40,14 421�_.. I 69 MINOR ROAD "O �\
CB 51-IO CO-a0 25 24 1 0.52 30,04 36,51 40.14 4C7.14 0 5 9 z
PI 1 rC CB-2 1a0 18 0.44? 36.e; 3r3:17 42,1P 42?1 1 \ `
01-2TODI-1 160 15 0.60 39,75 38,86 42.50 42.10 ✓ C� 4g \
❑ 9 TO CB-42 140 t b O 4B 38.25 37.57 41.90 41 AB � \
DI-10 TO CB-47 145 155 0.50 38.17 37,44 41.60 40.94
DI-10A TO M-10 116 t5 0:50 38,75 38.17 41,W 41.60
CI-CM TO C1-17 101 18 0. 41.36 40,84 44.23 43.70
C I �5 199
A �
170
232 231 1 230 1 229 1 228 / \ p .• 0
- " 1 227 Q a�
200 s `
CLEARING AND GRADING NOTES �� _ E21
1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL PHASE 1 EROSION AND 1 32721
SEDIMENTATION CONTROL MEASURES ARE IN PLACE. i \48
2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING 171 / SFO
' �`
10 DRAINAG _
OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A 47 EASEMENT 47 DI-8 / / �ii F 0 G�����
PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE - `� DI-7 - -- 226 ,���I�tttttl,,%��
PROTECTED DURING CONSTRUCTION. - I - - - - - _ _ -46 ��
3. PRIOR TO PLACING FILL, ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS, - I - - -- 47 so j \ I�(�
ROOTS, ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED �, 201 A `
AS DIRECTED BY THE OWNER. 11 X `
4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD
PROCTOR MAXIMUM DRY DENSITY(ASTM D-698), EXCEPT FOR THE TOP 12"OF SUBGRADE, ' 172 234 237 °' /
WHICH SHALL BE COMPACTED TO 98% STANDARD PROCTOR, UNLESS NOTED OTHERWISE \
235
ON THE DRAWINGS. SFO { 'I � ^ I v Cl 3 233 1 236 \ '
1
5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY I I� I 1 1 / \ 225
MATERIAL BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT
EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW„ 4� Ln 1 `
AUTHORITY. COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE 48 I \ 1
REQUIRED BY THE EROSION CONTROL INSPECTOR.
6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON a 173 1 202
THE DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS 47 238 I `
NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED I OWNDER/DEVELOPER
SEDIMENT TRAPPING DEVICES.
7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO - - _ - / CUMBEE RD.
TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH I CI 1 224 ��
THE APPROPRIATE REVIEW AUTHORITY. COPIES OF THE APPROVALS AND PLANS FOR THE SFO CI A _ I I PARTNERS, LLC
OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR. - C° 203 6263 INGLESIDE DRIVE
174 - CUL-DE-SAC"DD" as f/\�49
I WILMINGTON, NC 28411
41 I rn CI-31 -
I-29 � , _ 51 �- I �- � � [phone]
PIN: 18300106 °' 239 / I CONTACT: ADAM LISK
Owner: Hewett, Elder Heirs w - - Cl-
SFO
Deed Acres: 114.58 AC I / SFO
MB/PG: 18/137 / / 223
Zoning: CO-RU
Use: Mobile Home
�rn i
175 1 1 240 \ / ho 204
244 1 243 1 242 1 241 i
EROSION CONTROL GENERAL NOTES
SITE PLANS
1. DISTURBED AREA: 40.55 Ac, SFO � ," � � `
'
2. THE SEDIMENTATION AND EROSION CONTROL PERMIT SHALL BE OBTAINED PRIOR TO T / 222\\ / EROSION
BEGINNING ANY WORK. v 176 /
3. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE l CONTROL
DRAWINGS ARE INTENDED AS A GUIDE. ADDITIONAL MEASURES AND DEVICES MAY BE _ - - -_ \ APPROXIMATE
REQUIRED BY THE EROSION CONTROL INSPECTOR TO PREVENT SEDIMENT FROM LEAVING A td n - -__ -- - - - - -� _ o \ / w �/ ROXIMATE EXISTING
I _ - - ,b / WETLANDS u k M FINAL
SITE. INFORM OWNER AND ENGINEER IMMEDIATELY OF ANY SUCH NOTIFICATION BY THE - _ - - - DI- \ 7.97 AC
EROSION CONTROL INSPECTOR. '' AT 10 DRAIN GE C/
4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED v� I IN OTEC ION ON EASEMEN TYP. 221 / 2s \ 205 i SEA WYNDE
AND MAINTAINED IN ACCORDANCE WITH THE NCDEHNR-LAND QUALITY SECTIONS"EROSION �* /. \ 3
177 CATCH INS 4 / PLANTATION PHASE III
AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL"AS WELL AS INFORMATION � I v �, �
PROVIDED IN THE DETAILS. l
5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE
PERMANENT SEEDING SCHEDULE WITHIN 21 DAYS OF COMPLETION OF GRADING. C) 11 1 2 r 1 218 1 219 0 ^ SFO \ CUMBEE ROAD & N.C. 17
TEMPORARY SEEDING OF SLOPES SHALL BE DONE WITHIN 21 CALENDAR DAY OF THE - - 216 I 1 a� /
COMPLETION OF FILLING AND COMPACTION ACTIVITIES. } I I ~ LOCTOWN FOLLY TOWNSHIP
�1 \ 206 � �.. � �,;�' ,. � .,, �.. _., TOWN OF SHALLOTTE
BRUNSWICK COUNTY,
NORTH CAROLINA
178 I �, / u �......... %� HORZ.SCALE: 1"-50'
\ VERT.SCALE: N/A
o
,� v
CI 23 / \ ;' WL DESIGNED BY: JFO
207 '
%� DRAWN BY: ER
179 I -
/ �� w CHECKED BY: LJV
1 � CI_ OR ROAD"O C _ � � DATE: NOVEMBER 30,2007
j
CI-19 � \
1 r \ /I PROJECT NUMBER: 038-06-007
I - - 208 /
DRAWING
GRAPHIC SCALE
r P
50 D 50 100
80 G 209
4 � I
( IN FEET ) 210 \ b
I inch=50 ft. - - 215 1 21 1 213 1 212 211 \ rr

o II A 216 1 2 I 218 I 219 I 0 ^ SFO
r
I
-
1
206
j
178
i
4.18' s /
i •S \
207 f \
O
179 I 3 _,, �. � ;, ; TRIGON ENGINEERING CONSULTANTS INC.
1 v9 OI- OR ROAD"O" C _ r 700 BLUE RIDGE ROAD,SUITE 101
RALEIGH, NC 27606
j \I-19 OFFICE:[phone] FAX:[phone]
C ,�� � �,
208 l'
I I �
LIJ
80 co209 r o
S�O
210
STORM COMPUTATIONS I I I /
1x /
Structure Lime Length LineBize LineS) InY UP Inv Dn Rim tJ Rim t?I1 I - 215 1 21 I 213 1 212 211
Numher i (inj 00 1
f,B-1 T!3 PE-1 50 60 9,14' 33.$7 33.50 42,71 33:60 I 48
Cl TO MR-420 60 0.20 33.61 33:57 42.71 42.71
C3-3TO C8-2 270 54 0.1 34.08 33:81 44,29____.42Y1 I 181
08-4TO Cl 27 18 0:48 40.79 40,06 44.29 4429
MITU CB 3 55 SA t120 34:19 34 08 44,62 44.20 =t
Gt3 5T0 MH 1 69 1s 4.5� 41.sn 4108 44.s9 44,62 - 10 DRAINAGE EAS MENT TYP. 47
CB-fi TO TP 136 54 4,39 34,72 34.19 -
CB-7 TO CB-8 28 54 0,64 34.90 34Y2 45.89 45.09 -
C8-&TG£B-+ Igo 54 0:50 35,70 34,90 46.00 45.{t9 - M
CB STC7-CB 8 -_._ 36 052 36:D1 36-70 45.72 4t3-00 1-18 -
GB-10A TO C6 9 172 38 0.86 37.49 37.49 4423 45:72 SFO 3
C.-10 TO CI310A 125 36 0,59 38,2'8 37.49 4423 44.87 � A8
C13-11 TO Ca-1d 25 18 0.32 40,r3 40:OD 44.23 44.23
C8-12 T0'CB-id 227 38 0,50 39,38 3813 43.11 4423 182
I I �
CB-13TO'C642 28 1'8' I-DO MAI 3935 43.11 43:11 a 47 \ /
CB-14 TO CC-12 94 30 0.42 39.71 39.36 42.75 43.11 w 6\ 44
C8-15 TO C13,14 25 is om M.8d 39.71 42570 42:70 Qrp
i I I I � /
Cs-1u TO Ct3-14 209 24' 0.50 40.71 39.71 43:76 42.70 cn
z
4� 'SFO
8-17Tq:(bR- 0 1U Q.50 d0.84 40.71 43.70 43.70 - - 246 251 O
GB-18 B 147 48 1.58 38.04 35:70 46AS 46.E I I I 248 250 \ cof
n
�� w
DI-18 T C8-18 61 _.._.....18. �_0. ._ 4i.33 41.E 47.1T 46.68 245 U
D1-4 TO DI-3 234 15 9,50 4250 41.33 45.25 4&00 I I 1 247 - -
cg-tsrT[a GB-1a 145 42 0.56 38.77 38:0d 47- 66 46:88 252 45
CB-20 TO CB-IA 63 24 0.51 42.79 42A7 d8:80 46.00 4 -
CII TO CB-20 25 18 1,96 0.30 42.19 4$.80 48.80 183 I 47 S
CR-22 To 08-2c 258 24 043 44.15 42Y5 47.86 46,80 I I 46 I 253
CB-23 TO Cl 28 18 0 81 44.38 44-15 47.86 47:86 i
CB-22A TO CB-22 82 18 0." 44.84 44.15 48A6 47.86 I I I
C 13-24 TO C B-22A 196 18 O.at; d5:57 44.84 49.15 4a.46 { - - ---=45_ 254 / 255
Cl GO-Z4 26 15 0.50 46.65 455.52 4uA o 48.18 i 3.54' - I 259
C8 28 To cil 163 42 0-50 39.fr8 38:77 46.21 47.06 I - /
c5_2f TO C8-26 32 18 0.53 42,1T 42.04 46.21 4f>.21 -
256 257 258
I I 46 CI- OA = / I-1
_ I 4
Strurture Line Length Line-Size LlneSlo�e Inv UP Inv Dn Rim U it Dn '
Numfacr H} In Yd N t13 (fl} (it} I CI-9
44
D1.5 TO CS-27 z2 6 2.2a 42.17 45.50 46.21 I MINOR ROAD 'P" 45 \
DI-9 TO Di-5 244 Ifr 0150 43:50 42,28 45,80 47.00 t 48 44 I 4S�� I
CtDI-9TO CB-26 123 36 �.60 49,20 39:58 4S.6T 4621 3 - 12 c� � o
Cl3 29 TO CB-26 2 18 2,13 41,20 49.20 45,67 45-1
621 m °J � � � � M N O
CB-30TOCB-29 26 15 0,50 41,80 41.87 45.30 4530 � I
CH-31TOCB-20 172 16 d.SO 42.53 41,07 45.15 �45,30 1 � I q4
CB-92 TO CB•31 26 15 0.50 42.06 42-53 46.16 46,16 185
C8 33 T(}GB 28 139 30 0.50 411.89 40.20 48 27 46.27 \ 43 '4 G1 17
01-7 T4 CB-3�4 45 24 0.49 41.29 41:07 45.60 48.26 I C"
01-8 Tb DF 7 F42 18 O.dO 42.1 4129 45,60 48.00 43
CB-33T()'CB-33 140 30 1,00 42.41 4M89 46.97 45.27 SFO 44
CB-38 Tt?'CB-35 76 24 0.30 42.79 42.41 48.79 46.97 \ QP
CII TO Cl 26 24 1.39 43.19 42,79 46.79 48:T9 - - C/` 'S - I�OgR
C0_36 TO C9-37 251 24 0,50 44.40 43,15 48:05 46,79
CB-39 Tl'YCB-38 26 15 0.58 44.55 44AO 48.05 45.05 � I 1 288 I 28 i 1 286 I 285 1 44 ,,,11111j�',
ClO C8=38 52 18 0.50 44.51 4dA0 48.45 45.08 I O 290 I 289 1 I I 284 ' ♦♦�,(H CAR ��I
CB-40 TO Cil 11669_-- 18 0.49 _45.64_ 44.61 49,27 48.45 1 6
CB-01 Td'CB 40 2ff 15 0�0 45.77 45:94 A9.27 49,27 86 C� 46 ( Q'. ' S
CB-42 TO CB-2 224 48 0.21 34-07 33:61 41A6 42.71 I _ 45 ' 283 / +
C8-44 TO C,3 42 23 15 0.57 37.93 17.90 41.43 4149 G1 4Q I SEAL _
Cl To CB-42 217 48 0,11 34.48 34.07 40.25 41:46 / 32721
CH-45 TO C3� 25 15 0-92 38.73 36,60 40.23 40,26 282 / _
CB d6 TO G3--44 1144 42 338 35.11 34.48 40.96 40.25 _ _ i
ca-47T0 Ca48 25 15 0.52 37A4 37.31 40,94 40.96' 4`'' 1 ' DRAINAGE EASEMENT TYP.
1,.-43A TO CB-48 118 39 0-50 35.T0 36A 1 41.53 40.9ra i I I 2 - ___- :-- -- D I - 81 /
S-4 ATCC&46 133 35 0.44 3629 35J© 42.11 41.54 ,,, F OGam,,,,,
TO 42,59 �'211
CB-48 TO Ll 59 19 0:51 38-96 38.66 � 187 I � I � � �
C9-49 TO CB-48 26 15 0.50 31W9 38.96 42.59 42.69 I 277
C6-50 TO MH-2 144 30 115 36.51 36.29 ill 42.11 IL46
44-_/\ 280 279 I 278 .1 e
C5-51 TO CB-50 25 24 0.52 30,04 36.51 49.14 40.14 4 I INLET P OTECTION ` 1
al-1 T€),C;B-2 141) 15 0.40 38.85 nlT 42.10 42.71 j I I \�� \ I 44
DI-Z TO Di-1 180 15 0.60 30,75 36.8�6 42.50 42.10 ON ALL CATCH-BASINS I
DI-9 TO 0942 140 16 0.48 38.25 37,57 41.9D 41All I. TYP.
DI-10 TO CB-47 145 15 0.60 38.17 37,44 41.60 40.94
DI-10A TO DI-10 116 15 0.5d 38,75 38.17 41.60 41,60 / 291
CI-17ATOCI-1T 101 1$ 0:50 41.35 40.84 4423 43,T0 I 292 1 293 I 29 I I I - _
v 297 / 43 `�� 43 4= DI 1
i I \i 1 I I 44 I DI 1A -
294 298 INLET
18 ALL CA��TECTION ON -
BASINS
I I / 299 / TYP. I 43 I
45 I i OWNDER/DEVELOPER
46 - 302
cl-3 c1-2 301 3 CUMBEE RD.
- 46 M -1 q3 / 303 304 PARTNERS, LLC
PHAS IV6263 ING'LESIDE DRIVE
46 /45 as COLLECTOR ROAD "C" WILMINGTON, NC 28411
-45_ 42 / I I I
4 - �_ i 42 -4 I I [phone]
SF 9'57'51 E 354.21 3 _
42 CONTACT: ADAM LISK
42
LEGEND: i
CLEARING AND GRADING NOTES I■I NEW INLET W/INLET PROTECTION 10' LONG X 9'WIDE X 22" DEEP \ 1-45
1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL PHASE 1 EROSION AND x RIP RAP OUTLET CONTROL 41 46
SEDIMENTATION CONTROL MEASURES ARE IN PLACE. O NEW STORM DRAINAGE MH \\\
2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING
OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A \ '
�=y', � SITE PLANS
PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE NEW FLARED END SECTION S�8' \ _ -
� 41
PROTECTED DURING CONSTRUCTION. \ \\
4922»^ �. EROSION
3. PRIOR TO PLACING FILL, ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS, NEW STORM DRAINAGE PIPE SF
a„ �
ROOTS, ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED �f����f���fffl'1'1'�tf�i!ff TEMPORARY DIVERSION BERM 48542' �� `` CONTROL
AS DIRECTED BY THE OWNER.
4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD RIP-RAP FOR EC DEVICES
PROCTOR MAXIMUM DRY DENSITY(ASTM D-698), EXCEPT FOR THE TOP 12"OF SUBGRADE, FINAL
WHICH SHALL BE COMPACTED TO 98% STANDARD PROCTOR, UNLESS NOTED OTHERWISE SILT FENCE WET DENTENTION POND
ON THE DRAWINGS. 1
5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY - - - �o -- - EXISTING 5'CONTOURS TO BE USED FOR SEA WYN DE
MATERIAL BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT - - - _ - - EXISTING 1'CONTouRs SEDIMENT STORAGE
PLANTATION PHASE III
EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW DURING CONSTRUCTION 310
AUTHORITY. COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE DRAINAGE AREA BOUNDARY SF \
REQUIRED BY THE EROSION CONTROL INSPECTOR.
6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON SEDIMENT TRAP PIN: 1830007904 \ CUMBEE ROAD & N.C. S
STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS ® 1 LOCKWOOD FOLLY TOWNSHIP
THE DRAWINGS.
NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED Owner: Bolinger, Mark Alan Et Darla Lynn 'S'szs. � TOWN OF SHALLOTTE
SEDIMENT TRAPPING DEVICES. STONE CHECK DAM Deed Acres: 8.35 AC BRUNSWICK COUNTY,
DB/PG: 1276/1 190 � S �� ����� \, VET DETENTION POND
NORTH CAROLINA
7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO
TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH Zoning: CO-RU F \
(SEE SHEET C-8.0 1-0R GRADING DETAILS) HORZ.SCALE: 1"=50'
THE APPROPRIATE REVIEW AUTHORITY. COPIES OF THE APPROVALS AND PLANS FOR THE 48 PROPOSED 1'CONTOURS
OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR. ���
VERT.SCALE: N/A
'off, WEIR L = 20.0'
EROSION CONTROL GENERAL NOTES 50 PROPOSED 5'CONTOURS
DESIGNED BY: JFO
1. DISTURBED AREA: 40.55 Ac.
2. THE SEDIMENTATION AND EROSION CONTROL PERMIT SHALL BE OBTAINED PRIOR TO DRAWN BY: ER
EXISTING WETLAND AREA SFO CHECKED BY:
BEGINNING ANY WORK. 40 LJV
3. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE ' A
DRAWINGS ARE INTENDED AS A GUIDE. ADDITIONAL MEASURES AND DEVICES MAY BE \ DATE: NOVEMBER 30,2007
REQUIRED BY THE EROSION CONTROL INSPECTOR TO PREVENT SEDIMENT FROM LEAVING �� �� AJOINING PARCEL BOUNDRY
SITE. INFORM OWNER AND ENGINEER IMMEDIATELY OF ANY SUCH NOTIFICATION BY THE E 2�$'80' PROJECT NUMBER: 038 06-007
N CONTROL INSPECTOR. BOUNDRY LINE SF a N80•21 53 \ DRAWING
EROSION CO � � � PHASE
4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED GRAPHIC SCALE
000
AND MAINTAINED IN ACCORDANCE WITH THE NCDEHNR-LAND QUALITY SECTIONS"EROSION ` / \
AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL"AS WELL AS INFORMATION WETLAND BOUNDRY LINE 50 0 50 100 /
PROVIDED IN THE DETAILS. /SILT FENCE OUTLET PIN: 1830007802
/
5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE a SFO / \
tt
PERMANENT SEEDING SCHEDULE WITHIN 21 DAYS OF COMPLETION OF GRADING. ( IN FEET ) Owner: Evans Orue E Et Jean B
7m5
TEMPORARY SEEDING OF SLOPES SHALL BE DONE WITHIN 21 CALENDAR DAY OF THE LIMITS OF DISTURBANCE 1 inch=50 ft. ` Deed Acres: 1 .00 AC \
COMPLETION OF FILLING AND COMPACTION ACTIVITIES.
DB PG: 2187/1352 \
Zoning: CO-RU

II 219 1 p �'� SFO CLEARING AND GRADING NOTES LEGEND:
1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL PHASE 1 EROSION AND
206 "''� SEDIMENTATION CONTROL MEASURES ARE IN PLACE. ic
\ 2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING NEW INLET W/INLET PROTECTION
/ ..........-_ _ OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A
PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE O NEW STORM DRAINAGE MH
/ / PROTECTED DURING CONSTRUCTION.
s \ 3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS,
ROOTS, ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED NEW FLARED END SECTION
1 \ / �- AS DIRECTED BY THE OWNER. NEW STORM DRAINAGE PIPE
T5MMMIM
CI-23 207 I 4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD
///////J l/JJJJJJJJJl!JJ//
O PROCTOR MAXIMUM DRY DENSITY(ASTM D-698), EXCEPT FOR THE TOP 12"OF SUBGRADE. ��llllill�l�('lillil'II11' TEMPORARY DIVERSION BERM
WHICH SHALL BE COMPACTED TO 98% STANDARD PROCTOR, UNLESS NOTED OTHERWISE TRIGON ENGINEERING CONSULTANTS, INC.
' ON THE DRAWINGS. RIP-RAP FOR EC DEVICES 700 BLUE RIDGE ROAD,SUITE 101
C \ RALEIGH,NC 27606
L% 5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY
MATERIAL BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT SILT FENCE OFFICE:[phone] FAX:[phone]
EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW -- 50 -- ---- EXISTING 5'CONTOURS
2p8 / AUTHORITY. COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE EXISTING 1'CONTOURS
/ - REQUIRED BY THE EROSION CONTROL INSPECTOR. \ _
6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON ® DRAINAGE AREA BOUNDARY
` THE DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS w
NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED o
209 SEDIMENT TRAPPING DEVICES. ® SEDIMENT TRAP
210 1 SS�O � � � �� 7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO
I �°j �� TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH
13 1 212 211 \ THE APPROPRIATE REVIEW AUTHORITY. COPIES OF THE APPROVALS AND PLANS FOR THE STONE CHECK DAM
OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR.
4
48 I \ �i
4$ PROPOSED'I'CONTOURS
EROSION CONTROL GENERAL NOTES
. _ .. 1. DISTURBED AREA: 40.55 Ac.
AGE EAS MENT TYP. 47
2. THE SEDIMENTATION AND EROSION CONTROL PERMIT SHALL BE OBTAINED PRIOR TO 50 PROPOSED 5'CONTOURS
BEGINNING ANY WORK.
3. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE y �`
EXISTING WETLAND AREA
DRAWINGS ARE INTENDED AS A GUIDE. ADDITIONAL MEASURES AND DEVICES MAY BE
- _ - - - - - - 45- �- REQUIRED BY THE EROSION CONTROL INSPECTOR TO PREVENT SEDIMENT FROM LEAVING
A8 = SITE. INFORM OWNER AND ENGINEER IMMEDIATELY OF ANY SUCH NOTIFICATION BY THE
AJOINING PARCEL BOUNDRY
' EROSION CONTROL INSPECTOR.
/ 4. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED
47 I I I A6\ g4 AND MAINTAINED IN ACCORDANCE WITH THE NCDEHNR-LAND QUALITY SECTIONS"EROSION PHASE BOUNDRY LINE cn
SFO \ \ p6 260 �6 AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL"AS WELL AS INFORMATION zo
PROVIDED IN THE DETAILS. n
251 WETLAND BOUNDRY LINE >
250 \ / \ \ ��. 5. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE w
248 45 \ \ �O PERMANENT SEEDING SCHEDULE WITHIN 21 DAYS OF COMPLETION OF GRADING. SILT FENCE OUTLET �
TEMPORARY SEEDING OF SLOPES SHALL BE DONE WITHIN 21 CALENDAR DAY OF THE a SFO 247 252 I / \ �O; COMPLETION OF FILLING AND COMPACTION ACTIVITIES.
A� 4s LIMITS OF DISTURBANCE
253 �� / �e
46 I G`O
STORM COMPUTATION
l r�
I ' / 254 / 255 1 259 \ � 6' S
45 - 262 \ -� Structure Line Length Line8lmi Line31 s Iny U Inv DR1 R1m U Rim On
\ \ \ Number ft (in) ?b ft ft 0 (ft}
_ -- 256 257 258 \ CB-1 TO PEA so e0 0,14 33,57 33,50 42,71 ;33.50
\- -- \ C&2 TO CB-1 2C e0 U.20 33.61 33,57 42,71 42.71
\, 4g CB-3 TO CB-2 270 54 41 T 34:08 33:69 44:29 42.71
CI- OA I \ / \ SFO C&tTOOPA 27 18 0.48 40,79 40:(% 44:29 44,29
MHA TO CB-3 55 54 0.20 34.19 34.08 44,62 44.29
\ / \\ CB-$TO Mi-I-1 66 18 O,SO 41:39 41.08 44:89 44.8E
44 ----- -- -- C"TO MH-1 136 54 0.39 34.72 34.19 45.09
_`,�
4S� 1 �cS �
45 44 ' I �,
. 2 J � \ aa-z TO cam 28 54
5/ CB-3 TG CB-7 IDU
0.84 34.90 34:72 45;09 45.{?9 c�i o
� 54 0.50 35,70 34.90 48.00 45.09 � O
� � � O] N I� CO � V CJ N
-------- n 263 \1 \�--- - - --- G&8 TO CB 8 60' 36 0.52 3CM 35.70 45.72 46:00
' \
\ 08-40A TO CB-9 172 36 036 37,49 36.01 44.67 45.72
17 Cf3-10 TO G$-10A 125 36 0.59 38,23 37.49 44.23 44.87
_ 43 14 C` / -- CB-12 TO C9-10 227 30 0.50 39.30 38.23 43:11 4423
43 /
Ce-13TOCO-12 25 18 1.00 39:81 3938 43,11 43.11
\ 44 _17 O��"F„ / CB-14 TO CB-12 84 30 0.�42 39,71 39.38 42.78 43.11
45 C8 5 TO C15-14 25 18 0.52 39.84 39.71 42.70 42.70
C/_ lg cI��RR / \ \ CF 1B TO CB-14 200 24 0.50 40.71 39Y1 43,70 4170
- 44 l`l 64 Ca-17 TO CB-f0 20 18 0:50 40,84 40.71 43,70 4370 11
CB-13 TO CB-8 147 40 1.59 30.04 35.70 4G 88 40.00
288 I 287 I 286 I 2 5 I 284 DI-3 To ce-18 61 18 0.54 41.33 41:ao 0.17 4soa ,��� C A
-' O,4 TO DI-3 236 16 0.50 42.50 41.33 40.25 46.00
C&19 TO CB-10 145 42 0.5D 38.T7 38.04 47.06 46 ♦ F ��
CB 20 TO CRA A 63 24 0,61 42.79 42A7 48 80 4T(X
283 / 44 275,` / CE-21 TO CB-20 26 18 1190 43,30 42YO Z6.80 40:00 EAL
0-s:'2 TO CB-2C 258 24 0,53 44.15 42.79 47.80 46.80
\ ' \ 13 TO CH-22 26 18 0,81 44.36 44.0 47.86 47.86 32721
------- -- 282 / O 03 ,'IA TO CB-22 82 18. 0.84 44.84 44.15 48.46 47.86
44 1 ' DRAINAGE EASEMENTTYP. / I _� O 265 zTC$-24 i 1s o35 4s:s2 44.a4 4a1s 48.4a �i�0 ?G ��r' ♦♦♦
1 DI 81 / \ Z76 ` y CS 26 TO C8-19 153 42 0:50 3s.99 3937 46:211 47.os �II,'�/ F/ N'G
277 C13 27 TO CB-26 32 18 0.53 42.1T 42.00 46 21 46.21 ,,��71111101111��,, ®�
280 279 1 278 / SFO Structure line Length LineSize t..ine3lope Inv Up Inv D n R_1m Up Rkn pn
44 I \ / 1 I 44 %/\ 4 \ Number ft in afa) {(i) 4f#} (1'1} (ft)
I 2.28 442,17 45.60 46.21
4� [}h5TOC6-27 6 ;
I \ / 59TODi-S 244 6 44,50 43.50 42,28 45,80 47.00
\ / CB-28 TO CB 26 123 36 C 50 40.20 39;58 45.67 46.21
/ % 44 C13 9 TO CB-28 69 18 2,13 41,67 40.20 45.30 45,67
43 CB30 TO CH-29 26 15 0150 41;80 .11.B7 45.30 45:30
I 43 D1_1 �� / CB-31 TO CB-20 172 18 O:SO 41'80 41.67 46.18- 45:w
�/ / C632 TG C831 2H 15 0,60 42.60 42.53 48:18 48:16
293 I I 29 I 297 43 � `mac_ �_ 43 _ � p
I D I 1 A - 307 w CB33 To CB-28 139 0:50 40.89 40 20 d8:27 4627
I DI-7 TO CB-34 45 24 0.49 4i.29 41.07 45.60 48:26
294 I 44 298 INLET _ \ n� 7
\ QI-8 TO DF7 242 18 0:30 42.80 41.29 45.e0 4800
26 C@ 3S TO CS-M 140 30 109 42A1 40:89 46.97 46:27
/ PRgTECTION ON \ r 3-:y8 TO CB 35 zs 24 c�: 47 z9 42.41 46.7s a6.er
ALL W
I I / CATC BASINS 306 \ -37 70 CB 36 26 24 126 d3.i 5 42 7
I I 299 / TYP. I 43 I \ 43 �cF;�e To cD 37 251 24 0.50 44:A0 43.15 .48.05 46:79
CB�9 008.38 26 is 0.50 44.55 44.40 48.05 48.05
43 / / CS-38A TO CB 38 82 18 0:50 44.61 44AO 48AS 48.D5
300 I 302 1 I CB-40TOCR-98A 169 18 0.49 45.64 44.81 49.27 48:�- OWNDER/DEVELOPER
/ ceat TO CB-40 28 16 021 34.07 45.84 49.4 49.27 C U M B E E R D.
/ 305 GB-42 TO CB-2 224 48 0.21 34.0T 33,81 41.48 42,71 f 301 \ c8-43 TC Cs-a2 21 is 0.87 37.93 37.80 41.43 41,46 PARTNERS LLC
CI-2 304 �y 268 \ C8 d4 TO C6-d2 217 48 0.19 34.48 34.07 40.25 41.46 s
CB-48 Ta CS-" 154 42 0-38 35.11 34.48 40.96 40.25 6263 I N G L E S I D E DRIVE
43 303
/ � VN CB-45 TO CBa14 25 15 0_.ri? 38.73 36.fi0 40.23 d0.25
LLECTOR ROAD "C" / �2 / 42 CB-47 TO CB-46 25 15 0.52 37A4 37.31 40:34 Toss
C9-45A TO C8-46 119 sa o-sa 3s.,o 36A 1 4x•53 40.ss W I L M I N G TO N, NC 28411
42 I 1 I MH-2TOCa45A 133 35 0.44 36.29 35:70 42.11 41.54 [phone]
GB 48 TO MH-2 59 18 0.51 38.96 38.65 42.59 42.11
\ 4 CONTACT: ADAM LISK
I 42 \ C3.49 TO CB-48 26 15 0.50 39.09 38.96 42:5y 42,58
-- �� / �� C - 6P C> 269 fl CB-50TOMH-2 14a 30 0.13 36.51 38,Z4 40.14 42.t1
38 - -_- \� ��RRO' \ cs 5t Q C3 2 140 18 D-$ 36 50 25 24 85 38.17 A2.14 40.14
�� / D 8 TO CB-42 1-00 16 0:418 39,75 38.86 4290 42-10
274 / DI-1C TO 05-47 145 to 0.50 38.17 37.44 41:60 40.94
01-10A TO DI-10 116 15 0.50 38 75 381T 41,60 41.60
10' LONG X 9'WIDE X 22 DEEP \ 41 1-45 'a1 46 4 CI-17A TO CI-17 101 18 0.60 41,36 40.84 4423 43:70
RIP RAP OUTLET CONTROL �, 270
\ PIN: 18300084
d�. Owner: Brown, Larry W Et
/ Ricki F
S68- \ _ -44 41 _ \ �'. / Deed Acres: 23.60 AC SITE PLANS
49? _ 273 so N DB/PG: 1247/0337
2 E sF 48 �� - -\ �ti " �, Zoning: CO-RU EROSION
271 \ CONTROL
� \ 30 \ 308 \ � 1 \ FINAL
\\ WET DENTENTION POND 11 9
4r s TO BE USED FOR 0 \ 272 41 SEA WYNDE
PLANTATION PHASE III
SEDIMENT STORAGE 310 SFO
DURING CONSTRUCTION \
42 CUMBEE ROAD & N.C. 17
1 \ \ LOCKWOOD FOLLY TOWNSHIP
30007904 d, \ \ TOWN OF SHALLOTTE
Bolinger, Mark Alan Et Darla Lynn z3.,
a2 a2 41 \ BRUNSWICK COUNTY,
Gres: 8.35 AC �j,
ao NORTH CAROLINA
1276/1190 sp., WET DETENTION POND 41 =_ _ NORTH
F (SEE SHEET C-8.0 FOR GRADING DETAILS) 40 \ HORZ.SCALE: 1"=50'
���0 ` WEIR L = 20.0' .18'17„E 629 42' SFO VERT.SCALE: N/A
o
`� N8 DESIGNED BY: JFO
\ - DRAWN BY: ER
SFO
-� 40 \ CHECKED BY: LJV
DATE: NOVEMBER 30,2007
8 Ng0,21 53 E 278 80 Olwner:8Evaans, Kay Ellen PROJECT NUMBER: 038 06-007
SF \ Deed Acres: 34.00 AC
DRAWING
/ 1 DB/PG: -/-
GRAPHIC SCALE , Zoning: CO-RU
50 0 50 100 \ \
/ PIN: 1830007802
_ Owner: Evans Ottrue E Et Jean B \ \
( IN FEET ) Deed Acres: 1 .00 AC
I inch=50 ft.
DB/PG: 2187/1352 ■
/ Zoning: CO-RU \

� / / I I I
300
_w 301
W_ lAf w
RIM=49.29'
INV. 34.08' 301
304
54"R.C.PIPETRIG C3FM CI-1 48" 303
E CTOR ROADIN�`�RI4 R.C.plr-)EOLL302RIM=42.71' TRIGON ENGINEERING CONSULTANTS, INC,
)7 INV.=33.61' 700 BLUE RIDGE ROAD, SUITE 101
OF RALEIGH, NC 27606
FICE:[phone] FAX:[phone]
ss ss-ss- Ss Ss-SS SS SS
V CI-4
RIM
-ss- 42
50�4v^11'11 34.0
.............
M 41
o
Cc LJJ- 40
........................
<
-- 38
37 Z,
E=E�E� 35 '16
34
INVERT ELEV.=33.50' 4
41
PERMANENT POOL ss 41 scl
EL=37.50 4 R.C.PIPE
'ELEV. 33.50'FOREBAY BOTTOM' ss ss
:z-
qo ss
134 oc�
U)
ZPERMANENT POOL • ui 7-
0
/g/ EL=37.50 U)
Lu
LLJ
LLJ
GRAPHIC SCALE
Lu
120 WET DETENTION POND
30 0 15 30 60 :5
0
IN FEET
............ Lu
a_
1 inch 30 ft. 31 0 0
>
MAINBAY BOTTOM ELEV.=33.50 LLJ
6 C6 r� Co
DAM CONSTRUCTION SPECIFICATIONS: INV=37.50
1. ALL FILL SOILS FOR DAM SECTION SHALL CONSIST OF 4"0 ORIFICE C
IMPERMEABLE MATERIAL. FILL SHALL BE COMPACTED TO
AT LEAST 95%STANDARD PROCTOR MAXIMUM DRY SEAL
DENSITY,AT OPTIMUM MOISTURE CONTENT. NO BLASTED 32721
MATERIALS SHALL BE USED IN THE EMBANKMENT
CONSTRUCTION. SOILS SHALL NOT EXHIBIT SIGNIFICANT
G/ N
..........SHRINK/SWELL OR DISPERSIVE CHARACTERISTICS.
ON-SITE GEOTECHNICAL ENGINEER SHALL APPROVE THE I------ C)G"" 100,
SOILS FOR PLACEMENT WITHIN THE BERM SECTION,AND VD
SHALL SPECIFY THE METHODS TO BE USED FOR
PLACEMENT OF FILL. --------
2. A SOILS
IN ALL FILL AREAS OF THE BERM,
- 40
COMPACTION TEST SHALL BE CONDUCTED EVERY 2500
SQUARE FEET PER VERTICAL FOOT OF FILL.
3. A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS.
CLASS'B'
TRENCH TO EXTEND A MINIMUM OF FIVE FEET BELOW TYPICAL RIP-RAP
EXISTING GRADE.SOILS AND COMPACTION FOR KEY CLEANOUT BOX
TRENCH SHALL MEET ALL REQUIREMENTS OF#1 ABOVE. 4"0 ORIFICE
INV=37,47 EMERGENCY SPILLWAY
4. NO TREES OR WOODY VEGETATION OF ANY TYPE MAY BE 3'
LOCATED B RIP RAP TYPICAL
CREST LENGTH= 15.00'
LOCATED ON THE DAM SECTION. TOP OF DAM CLEANOUT BOX PROPOSED OUTFALL CREST ELEV.=40.15-
EL=41.5 4"0 ORIFICE' CHANNEL @ 0.5%SLOPE,
5. FILL SHALL BE PLACED IN 8"MAXIMUM LIFTS.EACH LIFT INV=37.34 SEE SECTION BELOW ARMOUR WITH ARTICULATED
SHALL BE CONTINUOUS FOR THE ENTIRE LENGTH OF TYPICAL CONCRETE BLOCK
. . . CLEANOUT BOX
EMBANKMENT. BEFORE PLACEMENT OF FILL FOR THE 4"0 ORIFICE
BERM SECTION,ALL UNSUITABLE MATERIAL SHALL BE EXISTING CHANNEL IN
REMOVED AND THE SURFACE PROPERLY PREPARED FOR -MATCH GRADE @ 0.5%SLOPE OWNER DEVELOPER
FILL PLACEMENT.ALL COMPACTION WITHIN 3'OF
SPILLWAY OR PIPE TO BE CONDUCTED BY HAND.SEE ELEV 37.10' CUM BEE RD.
NOTE 6 FOR HAND COMPACTION SPECIFICATIONS. PARTNERS, LLC
6. HAND COMPACTION TO CONSIST OF HAND
OPERATED EQUIPMENT, INCLUDING BUT NOT 6263 INGLESIDE DR.
LIMITED TO,TAMPERS,JUMPING JACKS,WALK
BEHIND ROLLERS, ETC. ALL COMPACTION BY WILMINGTON, NC 28409
HAND SHALL BE CONDUCTED IN 6"LIFTS. [phone]
CONTACT: ADAM LISK
FINISHED GRADE 10'AQUATIC SHELF
UPSTREAM OF POND TOP=38.00' TOP POND=41.50'
5'DAM BOTTOM=37.00' SPILLWAY= 15'
ELEV. 37.50' V100-Y STORM=41,13' ELEV.=40.15', A A
TRASH RACK REMOVED.
7 10YR-24HOURSTORM=40.88' 0
1 YR-24 HOUR STORM=39.78' 4.0"ORIFICE
SITE PLANS
3:1 p RUNOFF FROM 1.5"PRECIPITATION=38.60' 3:1 ELEV.=37.50' GENERAL GRADING&DRAINAGE NOTES:
1. EXISTING TOPOGRAPHY BASED ON SURVEY BY CLARK SURVEYING SERVICES.
................... ..................
WET DETENTION
7 PERMANENT POOL=37.50'
2. ALL CONSTRUCTION TO CONFORM TO BRUNSWICK COUNTY AND NCDENR O O O
10:1 10:1
STANDARDS AND SPECIFICATIONS. # &
POND 1 PLAN
.................. .......... ........... 2:1 .............. 3. ALL CUT/FILL SLOPES TO BE 3:1 MAXIMUM UNLESS OTHERWISE NOTED.
MAINBAY EXISTING GRADE
FOREBAY 2:1 4. ALL STORM DRAINAGE TO BE REINFORCED CONCRETE PIPE. e DETAILS
2:1 2:1
5. ALL ROOF DRAINS TO =E TIED TO CATCH BASIN
.............
... ......... O O O
00
CD 0
BOTTOM POND=33.50' SEA WYNDE
POND NOTES:
1. ORIFICE INLET IS TO BE INVERTED AND KEPT FREE OF DEBRIS. PLANTATION PHASE Ill
WET POND PROFILE VIEW 11718-
2. SPILLWAY ARMOURING SHALL EXTEND A MINIMUM OF
NOT TO SCALE 3 FEET BEYOND TF-E POINT WHERE THE FILL IN THE SPILLWAY O O O O O CUMBEE ROAD & N.C. 17
o TIES INTO EXISTING GROUND. LOCKWOOD FOLLY TOWNSHIP
OP 3. EMBANKMENT FOR POND TO CONSIST OF SELECT MATERIAL. QIA
y F TOWN OF SHALLOTTE
rl ZxZ'#4 WIRE MESH TRASH RACK. CONSULT GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
CDa eBRUNSWICK COUNTY,
C:) MESH TO BE INSTALLED IN CONCRETE 4. ALL SLOPES TO BE STABILIZED WITHIN 21 DAYS.
CD NORTH CAROLINA
00 BLOCK.2"MINIMUM DEPTH WITHIN BLOCKS.
Cn NATURAL
AQUATIC SHELF NOTES: OO1"=30'
-------- OOO HORZ.SCALE:
0)
3: TOP DAM 41.50' -1.35' 2.0"ORIFICE GROUND
_0 15.00'SPILLWAY 40.15' ELEV.=37.50' 3:VARIES 3:VARIES 1. WETLAND SPECIES FOR PLANTING THE AQUATIC SHELF CAN BE VERT.SCALE: N/A
........... .............. FOUND IN TABLE 6 FROM"URBAN WATERWAYS: DESIGNING
.. ....... D STORMWATER WETLANDS FOR SMALL WATER SHEDS-
................ ..... .. ......­11. .I I ­ 5:
..... ...... ..........I
...... ......­ MIN.D 0.37'
.............. ..... ........... .. PUBLISHED BY THE N.C. COOPERATIVE EXTENSION SERVICE. DESIGNED BY: LJ
............ ...... . ..........I 1 11 ......­ MAX.D=1.0'
.... ...... .... ....
----------------
2. WETLAND SPECIES MUST BE EVENLY DISTRIBUTED ON 4 FOOT
SLOPE 0.5% DRAWN BY: CGG
CENTERS ALONG VEGETATED SHELF. TREES SHALL BE PLANTED COPYRIGIC R.CR EC 2.,04 ALL R G---z PFSERIEI.
PERMANENT
COPYRIGhU ARMOR TEC 2004 ALL RIGHTS RESERVED,
ON 10 FOOT CENTERS.
CHECKED BY:
POOL 37.50- ARTICULATED JFO
va
NO WOODY VEGETATION SHALL BE PLANTED ALONG DAM. ONLY
TAIL
RUSHES OR HERBS WILL BE ALLOWED IN THIS AREA. ? p"paan 8­ 7AIL
STANDARD DL BLOCK STANDARD DL DATE: NOVEMBER 21,2007
CL 5011 UNIT DETAIL
VEGETATED SHELF SHALL.BE A MAXIMUM SLOPE OF 10:1
.............. ............. ..................
.......... ............ IOO
AND A MINIMUM OF 10'WIDE. CLASS 5011 Ut, PROJECT NUMBER: 038-06-007
K DETAILS
LOCKING LA UNIT DIMENSIONS
....................
L At0C.L0CK,`A5v-1
.......... . ........
..............
............... DRAWING
.................
................... I i
- - i I *­ 11
77_ i F� - 7.
.............. ....................
.............. PROPOSED OUTLET CHANNEL DETAIL
ART11CULATED BLOCK DETAIL
CD
1.0 CD NOT TO SCALE
C)
EMERGENCY SPILLWAY & DRAWDOWN DETAIL
NOT TO SCALE
CD
95
CD
rlj
tn
m8m0
u
Q)
2
C:)
Do
m
C:) >
6i 11

� Approximate
Existing
I` Wetlands
3 4.7 9 AC TRIGC r*i
PHA ���
IIII TRIGON ENGINEERING CONSULTANTS,
0
0 BLUE RIDGE ROAD S ITE101INC.
RALEIGH, NC 27606
OFFICE:[phone] FAX:[phone]
141 -
-PHASE
�f{ \ 14 ` O
111
154TIM
.)o n.ApProx :mate\ Ip
16s 51�1
C Existing
_
189
Wetlands `
7.97 AC
190 `
Old � �
Axle 4 67 I I µ
i I 194 `
191 196 xi
197 \
i 1 z `
/ 198 cn
1 4 ` o
I 9 SS S w
SLn
199 `
} 0 I '
i 232 231 230 229 228 27 200 `
32'EP-EP `
f,
171 } �1 01 \
72 235 236 237 I
233 234 225 `
202
173 I 23
i of oo co 6v c-i c�
M 224 � �� � _ � _
} 174 1 -DE-SA D I 203
23
f� 223
175 Cr' 204 lea aa�o�see , �r�r►IIII/IIII
240
242 241 J A r„�x mate.
A 243
244 p I�
i t I.J .a �. o O i
x g �� SEAL _
OSWEASE NT 221 ` WetIa.nd_s 7.97 . AC 32�2�
O 177 ,♦
6 EGO b5Y 1 1 J
� - 178 s
m
4,18' O7
' SS
i
z 179 208
I
209
180
215 214 213 212 I 211 I 0 . -
LEGEND:
181
I 10' W EASEMENT / / r r r
EXISTING WETLAND AREA
261 v OWNER / DEVELOPER
182 260 r'
';f EXISTING GRADE CUMBEE RD.
` za7 2a8 1 249 1 0 251 I I � \ 1 �� � — —��. PARTNERS, LLC
245 246 I I 252 253 �
I I I \ AJOINING PARCEL BOUNDRY
183 I 254 \ 259 262 ' WILMINGTONDNC 814 E
58
3.�• 255 1 \ PHASE BOUNDRY LINE
256 257 \ — — — (910) 3529 0634
I — CONTACT: ADAM LISK
184 a
263
4 _
SS SS
i
185
1
283 -
S186 AS
282
281 280 277 SITE PLANS
187 I I 279 278 \ 66
I _ _ - - PLAN-PROFILE
�
291 I 292 ,TES 297
298 306 307- INDEX
} 18E , 296 299
i
m
268 � SEA WYN D E
302 303 I \
PLANTATION PHASE III
l- — S / SS 269
-S _
a 35 APE __ S 274 �� ` CUMBEE ROAD & N.C. 17
r1j PHASE IV270 LOCKWOOD FOLLY TOWNSHIP
Ln
0; TOWN OF SHALLOTTE
\ BRUNSWICK COUNTY,
273
CD S"V-4 NORTH CAROLINA
Qf1 I�UYII� �111 "` \
308 P` 1 HORZ.SCALE: 1"=100'
m 48S 42 , 310 \ 309 \ \ 272 VERT.SCALE: N/A
DESIGNED BY: JWJ
C
r- WET DETENTION POND
CD — —_
_ DRAWN BY: JWJ
o
� � {SEE SHEET C_8.0 FOR CHECKED BY: JFO
ID
o GRADING DETAILS) 18,1 \
Nat. DATE: NOVEMBER 21,2007
1
.--- � ow
PROJECT NUMBER: 038-06-007
N \ \ DRAWING
0
GRAPHIC SCALE\
100 0 50 100 200 400 f
c
LO
( IN FEET ) /
0 1 inch = 100 ft.
0
00
m
0
0
o

—
C / M
cf) _ W O
l/) � —
_
p \ p w 0 O
pj) ce) u
I I + E+
o O
U co
re
-Z-I - - - I 60' OW Z 7'IRICON
EP EP
N w
\ I I
C 27606
w + � — — N — — — — TRIG 00 BLUE RIDGE ROAON ENGINEERING D,SUITE 101 INC.
/ I � ' I — — o o OFFICE:(919A755-5011 FAX:[phone]
_o I —__—_ — — O O
2 I O T
\j , N I a
I _ - o 'N — — — — — — a
_ — — C fn N
10'MIN.` p
(n I I
I I
6 I I s
ULq
I o I I bo M
a,
a II (n +0 +
U CL w "ILy
M + -�
N p
LL
\ \ \ COLLECTOR ROAD "B w SS W
SS —e —� ' — z
p SS W o
p SSMH-92 ui
STA 27+13. (O =23.00'R)
SSMH- 1 S A 29+53.62
p SSMH ` 0 (OS=23.00' )
+ SSMH-89 ` STA 23+53. 8
U' SSMH-79 (OS=23.00' )
6� SS STA 20+97.12
STA 17 .68 STA 19+84.68 I
(OS=22.00'R) (OS=23.00'R)
✓/` e"Y
I
-77
1 I I� ,
ST ' +58.02 ,
1 (OS .00'R) (31
I I
,..:_
f
L`
= SEA =
= ..� 327 1
'�� G I N E �� �
�C,CD
,,�
GRAPHIC SCALE �i��i/110ro
♦ f 0
50 0 50 100 o
17a
n v 4^t�fl 1.Ae
OCT
C� �j.
COLLECTOR ROAD B
c
STA 15+00 - STA 30+00 92
0
IG ZFFOIT kV 4 .7
IG I F 0114T L V 47.69
i
HIG P INT STA= 17+ 7. 0
H TOINTISTA = 24 5
P I TA I 7+ 0 P I qTAI= 4+ 0
P I E E =48.00 I P I E Ey=47.75
OWNER / DEVELOPER
A.D. -1 00 CUMBEE RD.
44.
P I E E = 2 K= 5. 0
K=15.00 1 CIO PARTNERS, LLC
A. 1.34
K= 5. 3
6263 INGLESIDE DRIVE
5.0 'v WILMINGTON, NC 28411
[phone]
N t. 11(01N CONTACT: ADAM LISK
I v w N
p
Ln co ] LJ
> U
N N O
_7 N W CVO O O
+ r CO (6 O Cp N fp CA
(7
Lo r
tU- µti ` m>o oo z (•J>
INIHE �Nw p , .Mp w>z G FINSH D >Z E IS INCr o ,M
uj
=O
>
co
Z �Z Z SITE PLANS
IYZZ (A Q <AQ''Z _ »> ~� Z N Z O N Z — — > 2 > >
1 G7 W,DE
PLAN-PROFILE
° PVC 6"S F RCEM IN ! o
P
° COLLECTOR
ROAD B
SS FO CE AI 14MEN
I i ° SDH*
D I
I _e 188. 9 1 LF 0. 0% 30"
ors SEA WYNDE
12 F o L F 8 DIP
0. 90 54' R s PLANTATION PHASE III
Pv s CUMBEE ROAD & N.C. 17
45 o R SS NG J @ /0 4 D z
T RM SE ER w 4 P D I LOCKWOOD FOLLY TOWNSHIP
I HET -1 .1 8"PV S �; @ 1.5 U TOWN OF SHALLOTTE
04
+ M R S a BRUNSWICK COUNTY,
A n N Q 0. Q% o NORTH CAROLINA
CP
S0
N > u I N w _ 2 L LL
HORZ.SCALE: 1"=50'
+ > ���/ 10/_
HN
w p N c °O ~ w J VERT.SCALE: N/A
v
U w co m
DESIGNED BY: JFO
DRAWN BY: MMH
— — — — — co
„ CHECKED BY: SCH
DATE: AUGUST 21, 2007
= w z p n w p GRAPHI S A E
PROJECT NUMBER: 038-06-007
o r
oul 1 — z
I
DRAWING
0
T. 5 10
w
- I
■
16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00

+
+
8+00
Ss&
16
ss so
V)
_10C3
TRIGON ENGINEERING CONSULTANTS, INC.
NO BLUE RIDGE ROAD, SUITE 101
RALEIGH, NC 27606
OFFICE:[phone] FAX:[phone]
(n
0
Lu
DI- F_
<
1-4
48
o
V)
SSIMH-92
RTA rA+'1A qo
w w w w
66+00 70+00 71+00 72+CI-6 Q
-_ -2
0 7 +00
+ COLLECTOR ROAD "C"
FM FM FM FIVI NJ + Ss SS Ss s ss
ss
U)
92.2'TAPER -46ASSMH- 101 LJ z
SSM -93 M SS` STA 80+52
06
c
A .87 Pill- (OS 21.78'R) >
STA 69+10 67 LLJ
(OS=20.19-R) 76
t
10'LONGX9i X22-DEEP cl-45
RIP RAP OUTLET CONTROL J c
Ss ss
6'WET WELL
STA 0+56.83
SSMH-104
STA 75+63.45
(OS=26.00'R) STA 77+38.84
(OS=26.00'R)
X
0
z
I
c A
.. .........
SA
<)WET DEWNTION t POND,� \ * ­ SEA 327
(SE
0 1 IN C-;)
GRADING DETAI ..........
- -A--- - -
kl LS)o\
COLLECTOR ROAD C GRAPHIC SCALE
50 0 50 100
7
STA 67+00 - STA 81 +00
EWER
4��TA IG 14H;Ma y
ij,
--------- OWNER DEVELOPER
CUMBEE RD.
60 1 PARTNERS, LLC
LOW POINT L V.:4 .5 I 6263 INGLESIDE DRIVE
LOW PCHRT S
—lA= 76+ 1.74 —————————————————— WILMINGTON, NC 28411
F
= 6+
PVI STA 50
[phone]
'I ————————— CONTACT: ADAM LISK
A.
02
V117 I
—rttt--1 50 R co
66 1.� . m 50
FN SRI--D-
c�
w 1`1 Do 2uj ;� 11)m SITE PLANS
+
co-j +
V (o LUWLJ 0 =_0
<
< >>>
-Z 8' zzz
Vc 1 ,&�Ll­10--L It- I PLAN-PROFILE
I I L I I �1 1 51 1 qp2zz 2 Z FIN SHE 2,z
GRADEILI 7K� Q KAI JE-
-0.57�(a-- CIZOSSIN3 COLLECTOR
IEN_s _G S OR S W R XI r TIN
61) -61-E-E E-T4&- n1vc
S I I E E r c-1 o.i -GI tAE E_ ROADS B &C
­4— iw— ____ - — —�-
SEA WY
40 1 Hill I �7r _71_2�iI2 ------ 40
\T,0TE_R LINE 4" S F ETINI I � I I 11, Lq I , , -
_---CP4-DSITE ILL SSFORC MAIN PLANTATION PHASE III
I
5 L 0. CUMBEE ROAD & N.C. 17
� F 20%
LOCKWOOD FOLLY TOWNSHIP
_E LE 5 - TOWN OF SHALLOTTE
54' R
D
i-cc 9_1
0.29% —— 2 _u)­_LLf
Lo 64 LF BRUNSWICK COUNTY,
A I I III I = - +_X0 IF 11-0% 54-R PSID 22t LI'I 1111 @)02104 1 �8-RCP SD 17�F 3119 — NORTH CAROLINA
u),a u U L 6 V IATER I INE
ER 1
11P r-g Ev F�9ff 145 IR/6 Ss G
CROSE IN 7 HORZ.SCALE:
LF c
�TG R-M-Sa ffiF VERT.SCALE: N/A
04
0�45 ro TC Rm r cc
_777�7� SEE DErAll
Ti f 777 > 0, rGio.
2 > DESIGNED BY: JFO
_j
r—' a 2
CHECK !2 D
0) -1 - 1`4 . I I
30 c') c —1130 DRAWN BY:
w < MMH
4— lou cc �Z >
Cola 2.z
a CHECKED BY:
L > SCH
vi ILL 7 DATE: NOVEMBER 21,2007
(wo I U 7 G RAF F FIK',—S-,—A
> CD PROJECT NUMBER: 038-06-00I
z L 0 T
Awo
DRAWING
p Z>
5 0 _VEI�T. 5 10
U) fn2 I>Z Z
20 _F T__TT_ I � I
oo 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81 +00

mirMIE3C3
10,
TRIGON ENGINEERING CONSULTANTS, INC.
E L
.700 BLUE RIDGE ROAD,SUITE 101
/--77- T—r/
RALEIGH,NC 27606
OFFICE:[phone] FAX[phone]
U)
Lu
<
U)
4,r)
3.54'
r06
-0 0+ 0 �61 1+00 2+00 c[-,oA 3+00 C1.10 4+00
. .........
+ MINOR ROAD"P"
cl-ii cl-12
-0 1 6-1. 0 1- SSMH-100
SS SS _ SS _ SS '1111 SS — Ss STA 11+10.48
(OS 27.32'L) U)
4� z
+ v 0
I C/)
�o ly �o 0 >
N)
SSMH-91 SSMH-91A S MH-94 cn
STA-0+23 STA-0+51.83 ST 2+83.47 SSMH-95 c1_15 8+00 v 0 p'w
(OS 2.1-.63'R) (OS 21.36'R) (C =21-R) .�§TA 4+96.12
OS 18.08'R) _T-
SS
SSMH-96 SSMH-99
STA 7+43,85 STA 10+45.02 J
SS S
(OS 18'R) (0 7.08'R)
V)
SSMH-97
STA 7+43.85
(OS 26'R) SSMH-98
STA 8+64.02
(OS 26'R)
171
0
z
V) �,�
cr)
c
SEA
327
4b
1 N
. .........
GO F, 0 G 7-11 6 1
SSMH-92 1 111111111��� It
1 4�
bTA RF1+32 qA
btt__�w— \'ZjmeT low, 1 1 A I I I A 1 0
I? G,
GRAPHIC SCALE
MINOR ROAD P
50 0 50 100
STA 0+00 STA 11 +62.25
o
-T-
OWNER DEVELOPER
CUMBEE RD.
60 60 PARTNERS, LLC
6263 INGLESIDE DRIVE
1+
WILMINGTON, NC 28411
F 1111 1
[phone]
CONTACT: ADAM LISK
_41
.56 -- I — _j
Lu
3045 >
e\i e-�
50 1*1: j CD C)
+ 50
C4
6" SS�OJCEI AAlf I I- FINISHED 0) cl'6
�2 6 z c) C,
G,RAiDE > 'It
c�co
> Id SITE PLANS
+ I­
FIN U_j +_j GF�4 J
U T -t�
Z! TNU_
>':
)[jz PLAN-PROFILE
�d UJ FIN C RA)E tg
1GRAnE
L
7 LL
�z C;�E7
-1-- COLLECTOR ROAD
n�N C & MINOR ROAD 0
n nj
QZ2 22�221! SD
M
1 24"R UP E
LCR Sd rt j)n r)ol/ Z=.'XX TT @ @.42 ME SEA WYNDE
40 1.�4 99�; I V; I — —7 --
_—Z-9 ��Q —IQQ9— 5m V I— 70-C zz IV T-rF-- I �p 40
231. 2N I — __ 21 PLANTATION PHASE Ill
L 36'RC S) 1-045% 414E
6' Lf iqv. ................. 0 7M c 10-­1FLF7Fy OSSIf IG
16'RCO SD I 1 -9 fff rA—F Y�S E_:W_E_R CUMBEE ROAD & N.C. 17
CP LOCKWOOD FOLLY TOWNSHIP
—ps
1 136"RCP S) 36'R�P ED 17
— m TOWN OF SHALLOTTE
LF V:
BRUNSWICK COUNTY,
NORTH CAROLINA
7ni57 I I <
o
cA D —L-1 NUKL-5UALL: 1"=50'
N co I N
cv) U*)
I
Go ( a- CL (o VERT.SCALE:
. 111 N/A
Z:l 11 cn
co
In ��7 L0 (o 00 co 11
_CM L_ 0)
ce)lm DESIGNED BY:Z) JFO
0 M LUZ
+1 11 11 + 4 - 1 1 1 +0 m Z 1L
30 1.4 0 - _-i �'2'
K z
> > >
01 > > Z > > 30 DRAWN BY: MMH
I I I
+1 L) U)Ff X K U) 0
co nEE z z zz
CHECKED BY:
SCH
Lu U L-U V L-4UIrK
"m SE VER DATE: NOVEMBER 21,2007
zm
ze a IIN IMF #8!
w -5 1CRpSIN( ST�Rl
PROJECT NUMBER: 038-06-007
z w
L)
0 13 (A"H I Zj r-ALt DRAWING
CTI Lw) Oki
o
T---
5
1 1— 11
10�LWEASEMENT
20 7 1 1 1 1 0 T. _=10 20 m 3
+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00

-0 0 0 00 G1 37 ..... I.38A 00
ci 91 ,
A
zq*GL+Ll 1A��b: co 'Ss Ss
ss Ss
CD
1-35
ENGINEERING CONSULTANTS, INC.
700 BLUE RIDGE ROAD,SUITE 101
;z RALEIGH, NC 27606
32'EP-EP TRIGON
OFF 00
755-5011 FAX[phone]
3+0-4
10'SW EASEMENT -0 0 0 00 -37 1+00 2+0 mEiiiE�t
1.38A4 Oo
LL_
Lu
-7
zg"SL+L MIN OAD"0" F--
.... . .....
s ss ss ss SS
Wo
SSMH
LL_
STA 3+61.42
SSMH-78 (OS 18.00'R) 1.40
STA-0+22
(OS=21.21 II SSMH-81
STA 4+98,83
(OS 18.00'R) \C1 41
32'EP-EP
C)
SSMH-88
3 4.81
m STA 3+25.85 'SW EASEMENT
C1=30 CI-32 (OS 21.5'R)
0+ 0 1.-.
10
/A It z
C A(
CI-31 c/)
CUL-DE-SAC mm >
ssLu
CI-29 ss - SS SS -82
_ Ss S?A 6+31.29
�6S 18.00'R)
LILO
8 SSMH-8 STA-0+23 u),
(OS 215R)
01
3+ 3 4.81
O m m m + SSMH-83
K STA 7+54.8
_U 01 0 CI-32
R)(OS 18-00
c
7 eirs CUL-DE-SAC"DD
sm +
t10'SWEASE ENT 0
c SS ss' Ss of
(n .3' SEA
32721
y
Rol,
/v N
Lc)
*1 i
zk�
C)
SSMH-84
S 8+83.60 05
S
(0 R)
418'
CUL DE SAC DD MINOR ROAD 0 GRAPHIC SCALE
50 0 50 100
STA 0+00 STA 4+00 STA 0+00 - STA 9+00
-L.L.V
IP NIDER
S WE R,
——————— N7 SIA750
-
+,r 0
---------- OWNER DEVELOPER
5U.-
CUMBEE RD.
1 7 K = 0.00 PARTNERS, LLC
IH-7— : — 60
60 00
60 6263 INGLESIDE DRIVE
L
TON, NC 28411
WILMING
L
————— — Lu tr [phone]
ev
_f CONTACT: ADAM LISK
+ - Z) --- 11
16��;c� ic" I I c) K o
>> cf
_A(D Lu-e-in
cy')<:E>>
I fnfrl+— ] I I:y ct
L 11N Gdo
GIW.E
_j 0 50
. w K
50 — . �__z 9 '..'rr — ,,16t-i:u 10/ 50
un lowf
SITE PLANS
.4 1 U.OU-710 Im I I I I 111tr 6"FS FOTUE AI T I I I I I 1 1 8 LH
'A6 --
ou"o PLAN—PROFILE
-G�
11 .14N J T2T51 /Cl
=S0_)0 2f-5-1
36 IF Y40E�� TFP)23MM
OVER 4" @ 0.49% j, R�rn 0.4E 11 28
COLLECTOR ROAD
I&F GFSa i 9LF
@ - _KMKXX2QQXX.) 5% a
2"RS D 1 8.03t-r- 8"Pvc S,
j C & MINOR ROAD 0
LF I L-F
I r s R U:45:
SL
2N
4" NC
40 0 oo 40 qn 1 17 nip i ipjn;::z SEA WYNDE
w — ------- WA, 40 PLANTATION PHASE III
S—CC
Lu
CUMBEE ROAD & N.C. 17
i 20 LF LOCKWOOD FOLLY TOWNSHIP
I �17�111'Cl_EA"CE TOWN OF SHALLOTTE
I I
Ll Z C) + Z) BRUNSWICK COUNTY,
R co NORTH CAROLINA
S1 > V I > > > >
�l L 4r z z >R
SE V� LNE HORZ.SCALE: ill=50'
01
-STORM$E R 10 VERT.SCALE: N/A
cr) E
04 189 DESIGNED BY: Jwj
30T IL
+ +
> > DRAWN BY: MMH
OL DPU D R CHECKED BY:
JFO
r%lvl r QR(DS,1ot:�vST1RT,NG M. I DATE: NOVEMBER 21,2007
u IHI ',—S CA
PROJECT NUMBER: 038-06-007
I J i 1 5 T. DRAWING
0 VE 10
I
I
20 20 20
90
00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00

I
3+ 3 4.81 i I SSMH-83 N /
— — _ M_�+�M M + STAp7+54.8
-° �1 0+ 0 CI.30 " CI.32 (OS- 18.00'R) I /
`` 1AC "D
C L-DE-
CUL-DE-SAC"DD" CI'31 + I /
00
TRIGON
CI.29 ss SS _ ss'' ss
2p 40 3 /
/
TRIGON ENGINEERING CONSULTANTS INC.I�' 700 BLUE R ROAD,
ALE GH,NC 20 SUITE 101
7606
OFFICE:[phone] FAX:[phone]
I
o , I
SSMH-84 �O E
m S 8+83.60
,� I
0) I /
O I (OS= 0'R) Lu
C/) O
Y SSMH-85 / /
STA 9+91.36
ILL- � CI.2➢ �-
_ �--'s-al -a�_�-.�-�i (0�=22.05' /R) CI.25
Two,SW EASE ENT
6b
I � _ XD / 6 k
STA 110+9 48 /
SSMH-87 (OS=23.64'
STA 11 85.46 /
(OS=1 .08'R) \
SSMH-90A -0 / X 0 \ 69.81+ -ViS
SSMH-90 STA 14+94.98 601.-H S
S
STA 15+74.98 (OS=22'R)
(OS=21.5'R) p
4.18' +� NAd i \
SS S 13+00 s \
SS
S SS
14+00 CI-23
15+ o
c
o
C,S SSMH-•102
CI 22 STA 1+59L49 I
W i
,9 W W ro \ ;, \ - / \ (OS=21.50 R)
rn
\ m
J SSMH-101 \
STA-0+18.59
(OS=22.65'L) 1 N
CO N V M N O
co c
,
�I 3272
10' W EASEMENT - Iz-,:
i
k
n
/
,
�4 R
MINOR ROAD 0 CUL DE SAC EE GRAPHIC SCALE
STA 9+00 - STA 15+81 .97 STA 0+00 - STA 2+71 .45 50 ° 50 100 �" v
°
IH
I+11 1 1 17 ----------------
i
OWNER DEVELOPER
60 60 60
CUMBEE RD.
60 PARTNERS, LLC
6263 INGLESIDE DRIVE
WILMINGTON, NC 28411
Lo
'�W [phone]
00
CONTACT: ADAM LISK
co �, � . . ZW
a
�zz aN z�
W` �ZzJ, Z>Z N
50 FI ism EX STI 50 50 - 50
G ° _+
I
SITE PLANS
• / 0.47°
6' FO EMAI114 g
N N PLAN-PROFILE
F p 35 0
25 L D ° cfl M CO 0724
r2 11 C ° 5.7 zz� E r _ o
@ 0 1% 83
z z 0 T v SEA WYNDE
$„ m Q O w ° PLANTATION PHASE III
4 IN
0 40 40 N Z
ANI a T RS
4 0
14Z LF 1 40-15% 30"RC S
WA E LINE <r v c"? E CUMBEE ROAD & N.C. 17
CR SS NG rMi co M „ `� LOCKWOOD FOLLY TOWNSHIP
v r v
TOWN OF SHALLOTTE
w � r ii o
SEE D TAI = z x z c,
+ BRUNSWICK COUNTY,
SHEr co
ET C-1 .1 um z z z NORTH CAROLINA
co N C) ^ HORZ.SCALE: 1"=50'
t00
aoi rni _ rn �' o
VERT.SCALE: N/A
v
30 p Z 30 30 °�° M DESIGNED BY: JFO
J -++j z o » O w O DRAWN BY: MMH
Ju U) Z
U CHECKED BY: SCH
++ DATE: NOVEMBER 21,2007
PROJECT NUMBER: 038-06-007
G HI S A E
DRAWING
S 0 E T. 5 10
20 1 1 1 20 1 1 20 20 05
16+00 15+00 14+00 13+00 12+00 11+00 10+00 9+00 0+00 1+00 2+00 3+00

45
— Y7's
— �D
VrFqlE3C3r+j
TRIGON ENGINEERING CONSULTANTS INC.
700 BLUE RIDGE ROAD,SUITE 101
ul
N RALEIGH,NC 27606
� / La 1 \ y� \ i — _ l OFFICE:[phone] FAX:[phone]
18
ui
P 22. o o
\ k —
(� CV
/ do
� k V
� ! 1
/ VAx
fA 0"
C. z
I �� SSlk00 S H-99 0 / _ o
W
(l +99'ZZ=SO) STA 'L I I i U
9
65 96+0-` iS (OS=21. ) \
/ \ 1.01.-HwsS
\ \
\ / /
I �
LL - / —
(a.09.LZ=so)
6 O` VSS S / I o
I ZOG,-HWSS
0 o
/ I ~ 6'WET WELL
SS S3a� L, \ STA0+56,83
m co r­ (o Lo N o
i
SSMH-106
I � STA 0+26 S H-101 - ,,,��1111111��/,C ,
STA- +18.59
\ / Egan SEA v�
3272
/ AA
•• �'
1 Ng)o
4 9.49 \ Ni
I SOS= ` 'R)
N
O
/ / I SS SS W '� r o; °A
�a5aa .+a
o
OO ,Y 6 i'• •Y� J
G
PUMP STATION #5 r r
MINOR ROAD R GRAPHIC SCALE n
a
} + ,1
50 0 50 100 s
STA 10+00 — STA 16+79.01 STA —1 +00 — STA 1 +00
�asce�,suu'4�
I
'; I I � OWNER / DEVELOPER
6O 6O G CUMBEE RD.
60 60 PARTNERS, LLC
6263 INGLESIDE DRIVE
w WILMINGTON, NC 28411
I I I I
[phone]
"
n ,
CONTACT: ADAM LISK
Y
i
a
I7
j I
50 a S0 50 50
m
I w � � a
SITE PLANS
N '°? GI RAE E - O g c>
PLAN-PROFILE
fl ,ter, GRADE 0.11°/ 4 cc G DE
I
SEA WYNDE
l cc� o nR90A
1 U� Z PLANTATION PHASE III
8, C 40 40 I
SD
1 i 40
co20
40
LF "
u
C os IN CUMBEE ROAD & N.C. 17
0. o S NI R E W
LOCKWOOD FOLLY TOWNSHIP
TOWN OF SHALLOTT E
W T R L NE a o BRUNSWICK COUNTY,
I o U
NORTH CAROLINA
WTH18"CLE AN E
HORZ.SCALE: V.=50'
cU
u�i v 0) � VERT.SCALE: N/A
cl 20 F "DIP oMi > r^i ° F
DESIGNED BY: JFO
30 W TE LI E Nw zp 30 30 0. 5 /
30 DRAWN BY: MMH
z ST R S W ~ � zz i
i SEE DETAIL w CHECKED BY: SCH
DATE: AUGUST 21, 2007
I C6 PROJECT NUMBER: 038-06-007
w Ci v o `°
G ail EC ALE
Z c+� o DRAWING
m n
Lu
(!)
O OJ ' Z _
'cl, �' >'z 5 i 0 VE T 5 10
(rF
Tit j
_ - -
20 20 20 20
0+00 1 +00 2+00 3+00 4+00 4+00 0+00 1+00 2+00 3+00 4+00

LAP JUTE MAT/COIR TRICDIV
INSTALLATION BLANKET OVER SUPPORT
PUBi-1c{GOAD 1.WHEN CLEARING THE LOCATION FOR THE DIVERSION,ONLY CLEAR ENOUGH ROPE AND SECURE TRIGON ENGINEERING CONSULTANTS, INC.
ROOM FOR CONSTRUCTION AND MAINTENANCE EQUIPTMENT ACCESS. DO NOT 4 WITH
ZIP TIES,WIRE 700 B ROAD,SUITE 101
- ... SUPPORT ROPE OR TWIRE STAPLES E BLUE RIDGE
I L
CLEAR ANY ADDTIONAL AREA UNTIL ALL EROSION CONTROL DEVICES ARE IN B M RALEIGH,NC 27606
N ` TOP OF WEIR FT �I WIRE TO PREVENT
PLACE. PLACE RIP RAP UP A wF OFFICE:[phone] FAX:[phone]
2. REMOVE ALL STUMPS, ROOTS AND OTHER DEBRIS AND DISPOSE OF THEM r' SAGGING
SIDES OF DITCH
PROPERLY. OST Fey
3. INSTALL DIVERSION AND COMPACT AS SHOWN IN DETAIL.INSURE POSITIVE i 12"MIN. 'r -
2�� DRAINAGE DURING CONSTRUCTION OF BERM. I- /FREEBOARD
�h ` t
MAINTENANCE GEO-TEXTILE >..� _ �. ✓a ���,ti Q
L` INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
PHYSICAL PROPERTIES LINER IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE '\ - - ✓Y7 ;�� FENCE AND FABRIC
\/ / f $ BURIED IN TRENCH
< DIVERSION RIDGE.CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS / / , , ,
AGGREGATE SIZE-USE#57 CLEAN WASHED STONE 6"MIN. �, \ DITCH SLOPEWITH GEO-TEXTILE LINER UNDERNEATH } rY t..: NEEDED.WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED,REMOVE 2'MIN.
u THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL y '
DIMENSIONS OF GRAVEL PAD- #57 CLEAN
AND APPROPRIATELY STABILIZE IT. ELEVATION
THICKNESS:6 INCHES MINIMUM WASHED STONE
12'
WIDTH: 12 FT MINIMUM OR FULL WIDTH AT ALL MAN 2' COMTRENCH,
COMPACTED POROUS BAFFLE MADE BACKFILLED AND ' v
POINTS OF THE VEHICULAR ENTRANCE AND EXIT SOIL MIN. 1 2 COMPACTED N
AREA,WHICHEVER IS GREATER. TOP OF BANK BEYOND MIN MIN. /� TOP OF WEIR OF IO BLANKET
COIR
/ EROSION BLANKET CONSTRUCT BAFFLE �
WITH JUTE MAT ON TOP UP SIDES TO FULL
LENGTH:50 FT MINIMUM
F�pW #5 WASHED STONE (MAX.)
BAFFLE HEIGHT
18"MIN.
CONSTRUCTION SPECIFICATIONS /�
_ '�� "' `' 1 d50 STONE SIZE OF 8",
_ ( INSTALLATION NOTES:
FLOW MAXIMUM SIZE OF 12"
ROOTS
`r'
_a
- - - - � .
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, - 1 INSTALL POSTS THE WIDTH OF BASIN AND UP SIDES TO FULL BAFFLE HEIGHT.
-
r
RADE IT. �.....� ............... I ......�- �. ..... ......� r7 ..X "� � t C✓i
AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY G 2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN 1I-
\�C\� ,\\ \''�\>�\X
6'TYPICAL 8' ' 2. STEEL POSTS SHOULD BE DRIVEN A MINIMUM DEPTH OF 24 INCHES AT A MAXIMUM SPACING OF 4
I I -_f
ON THE PLANS,AND SMOOTH IT. 1'MIN. MIN
I I FEET APART.
. Z
SECTION 3. TIE A 3/8"ROPE OR CABLE ACROSS TOP OF POSTS TO PREVENT BAFFLE FROM SAGGING. p
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER
SUITABLE OUTLET. 0
TEMPORARY DIVERSION BERM 4. PLACE JUTE MAT BACKED BY 700 g/m2 COIR EROSION BLANKET OVER POSTS AND WIRE.MAT SHALL w
MAINTENANCE:
FACE INLET TO BASIN.JUTE MAT/COIR BLANKET SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN cr
NOT TO SCALE THE WEAVE.ATTACH FABRIC TO ROPE AND SUPPORT POSTS WITH ZIP TIES,WIRE,OR WIRE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT ROCK CHECK DAM STAPLES.
FROM LEAVING THE CONSTRUCTION SITE.THIS MAY REQUIRE PERIODIC
NOT TO SCALE 5. BOTTOM AND SIDES OF JUTE MAT/COIR BLANKET TO BE ANCHORED IN TRENCH OR PINNED WITH
TOPDRESSING WITH 2-INCH STONE, IMMEDIATELY REMOVE ALL OBJECTIONABLE
8-INCH WIRE STAPLES.
MATERIALS SPILLED,WASHED,OR TRACKED ONTO PUBLIC ROADWAYS.
6. NO SPLICES SHALL BE MADE IN BAFFLES.
TEMPORARY CONSTRUCTION ENTRANCE MAINTENANCE:
NOT TO SCALE
1. THE DESIGN LIFE OF THE FABRIC IS 6-12 MONTHS, BUT MAY NEED TO BE REPLACED MORE OFTEN IF
DAMAGED OR CLOGGED.
a' 2. BAFFLES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL.REPAIRS TO BE MADE
IMMEDIATELY UPON IDENTIFICATION OF DAMAGE.
N O
m C6 I- (D ui V M N p
Z
3. MAINTAIN ACCESS TO BAFFLES. SHOULD BAFFLE COLLAPSE,TEAR,DECOMPOSE,OR BECOME
INEFFECTIVE, REPLACE IMMEDIATELY.
l 4. REMOVE SEDIMENT WHEN DEPTH OF SEDIMENT REACHES 1/2 OF THE REQUIRED STORAGE DEPTH.
5. AFTER DRAINAGE AREA TO BASIN HAS BEEN STABILIZED,REMOVE ALL BAFFLE MATERIALS AND
h11%%1. UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO FINAL GRADE,AND STABILIZE IT.
SEDIMENT BASIN BAFFLE
NOT TO SCALE
SE
I 32721
♦ S .'
♦�♦�i,, F' 0 G,
UnnU�����
r i
RIW
so' R/w 2'-0" OWNDER/DEVELOP
RIGHT OF WAY 1'-0" 1'-0" VALLEY 5' S' STANDARD CATCH ER 5' 81 34'GUTTER TO GUTTER 8 5 C&G TRANSITION STRD.2'-6" BASIN W/ HOOD, STRD.5 5' VALLEY CUMBEE RD.
GRATE& FRAME 2'-6" TRANSITION C&G
3 ROADWAY 3 c&G c�G PARTNERS, LLC
PAVEMEN-DESIGN 1 1/27,(FT. 1/2'%FT. 1
1/4"IFT. 1/4"/FT. 11" T.o.c. T.O.C. 6263 INGLESIDE DRIVE
-�-- 7" 6"MIN T.O.C. " T.O.C. WILMINGTON, NC 28411
I"SF 9.5 A 1 3 -� �- -� � 1 - ,�
2"S 9.5 B(BINDER) GUTTER LINE -
GUTTER LINE [phone]
B.O.C.
$"A.B.C. _ B.O.C.
WRIGHT OF WAY NCDOT STD. DWG. 84Y NCDOT STD. DWG. 846.0� DEPRESS GUTTER LINE CONTACT: ADAM LISK
2'-0"MODIFIED VALLEY GUTTER LINE TO MAINTAIN
CURB AND GUTTER 2'-0"MODIFIED VALLEY CONSTANT GRADE BEGINNING 3'FROM EDGE
34'F-F ROADWAY SECTION OF INLET FRAME EACH SIDE
THROUGH CURB TRANSITION
CURB AND GUTTER -
(COLLECTOR ROADS)
I
GRATE CONFIGURATION SITE PLANS
NOTES:
1. ALL MATERIALS AND METHODS OF
P.Ow 60' R/VV CONSTRUCTION SHALL CONFORM TO THE
EROSION
i
CURRENT VERSION OF THE NCDOT STANDARD RA
CONTROL NOTES
TYPE"G" TYPE"E" TYPE"F"
9' 8' RIGHT OF WAY 26'GUTTER TO GUTTER 8' 9' SPECIFICATION AND STANDARD DETAILS IN Do EFFECT AT THE TIME OF APPROVAL.
ROADWAY
pAVEIUcNT DESIGN � i� 2. NORMAL CROWN OF 1/4"PER FOOT UNLESS WATER � SAG FA�W
1/2'%FT. 1/2'%FT. 1 DETAILS
3 � 1/4'%FT. 1/4'%FT. OTHERWISE DIRECTED BY THE ENGINEER.
1"SF9iA �
�- -� 3 TYPE"F" TYPE"E' TYPE"G" SEA WYN D E
1-1/2"9.5 B(BINDER) Ja-
PLANTATION PHASE III
8"A.B WRIGHT OF WAY NCDOT STD. DWG. 846.01
2'-0"MODIFIED VALLEY
CUMBEE ROAD & N.C. 17
CURB AND GUTTER
VALLEY CURB TO STANDARD LOCKWOOD FOLLY TOWNSHIP
26' G-G ROADWAY SECTION TOWN OF SHALLOTTE
CURB TRANSITION BRUNSWICK COUNTY,
(LOCAL RESIDENTIAL ROADS) NOT TO SCALE NORTH CAROLINA
HORZ.SCALE: 1"=1'
STANDARD STREET SECTIONS VERT.SCALE: N/A
NOT TO SCALE
DESIGNED BY: JWJ
DRAWN BY: MMH
CHECKED BY: SCH
DATE: NOVEMBER 21,2007
PROJECT NUMBER: 038-06-007
DRAWING

GENERAL NOTES
1. THE FINISHED FILTER MUST BE AT LEAST 6"LOWER THAN ADJOINING SILT FENCE AND NO
MORE THAN 18 INCHES HIGH.
2. PILE CLASS"A"RIP RAP AGAINST AND AROUND SILT FENCE OPENING.
3. PLACE 12"OF#57 WASHED STONE ON UPSTREAM FACE OF RIP RAP. MATERIALS
4. RUNOFF MUST NOT BE ALLOWED TO BYPASS THE FILTER AS IT WILL CAUSE PROBLEMS TRIG[�IV
DOWNHILL. 1. USE A SYNTHETIC FILTER FABRIC OR A PERVIOUS SHEET OF
POLYPROPYLENE, NYLON, POLYESTER,OR POLYETHYLENE YARN,WHICH
MAINTENANCE IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO
1. AFTER EACH RAINFALL CHECK TO SEE IF RUNOFF IS BY-PASSING THE DEVICE OR TOPPING THE REQUIREMENTS SHOWN IN TABLE 6.62B, NORTH CAROLINA EROSION VARIABLE AS NOTED TRIGON ENGINEERING CONSULTANTS INC
THE SILT FENCE ADJOINING THE FILTER. AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. I 12"THICK BLANKET OF 1/2" 700 BLUE RIDGE ROAD,SUITE 101
2. MAKE THE NECESSARY CHANGES TO PREVENT BYPASS AND OVERTOPPING. TO 3/4"AGGREGATE(NCDOT 5'MIN. RA755-50 NC 27606
3. WHEN THE STONE FILTER BECOMES COVERED WITH SEDIMENT AND CLOGGED SO RUNOFF SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY ` ' OFFICE:[phone] FAX:[phone]
SUPPORT H \, k,r #5 WASHED STONE)ON
CANNOT FLOW THROUGH IT,THE CONTAMINATED STONE MUST BE REMOVED. INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF FILTER �' INSIDE FACE OF TRAP
4. DISPOSED OF ALL DEBRIS AND SEDIMENT PROPERLY AND REPLACED WITH CLEAN,WASHED EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF FABRIC FENCE 1.5'HEIGHT OF WEIR
STONE. 0'F TO 120'F. 18 _ (OPTIONAL) = Z
2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL 3600 CU FT/ACC _ LU
WITH A MINIMUM LENGTH OF 4 FT. MAKE SURE THAT STEEL POSTS HAVE
..:..:. .:. .:..
PROJECTIONS TO FACILITATE FASTENING THE FABRIC. LU
r
_(I :: I =1 1-1 =1 I -1 O S
CLASS'A'RIP RAP 3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC, _ i -, i O -I I(_ ,ri(Ii :�_I I �;:(_)(I !_I _. �-�I - •. ... .. .. .. ... ..�.. .. .. .. ... ..
USE WIRE FENCE WITH A MINIMUM 10 GAUGE AND A MAXIMUM MESH
SPACING OF 6 INCHES. 2'
3' CROSS SECTION
.� FILTER FABRIC
CONSTRUCTION RIP RAP, NCDOT CLASS B.
W DESIGN
r, ! 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR F- F- O LONGITUDINAL VIEW SETTLED TOP OVERFILL 6"
MIN.
EXTRA STRENGTH SYNTHETIC FILTER FABRICS. p a FOR SETTLEMENT
SILT FENCE j�✓'t j,
WEIR LENGTH
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT �iA'I. �
EXCEED 18 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY / 4'MIN. i
f?• IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE �- /,�/l• / ` /`s'�l`i) i}l�
dco STRUCTURE.) r
FENCE POST « (SEE PLAN) �i
WIRE MESH SUPPORT FENCE(OPTIONAL) ¢ { <
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT _ r EMERGENCY BY-PASS
TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE FILTER FABRIC ¢ Q w %" 2:1 SIDE 6"BELOW SETTLED
PLAN NECESSARY,SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT F L SLOPE MAX. TOP OF DAM z
POST WITH OVERLAP TO THE NEXT POST. FILL SLOPE Ob r .. .. .. p
DIAMETER WASHED STONE
10'MINIMUM WEIR o I COMPACTED BACKFILL r
SQ
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
OR AS SHOWN ON PLAN FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS WITH NOT (GRAVEL OPTIONAL) % NATURAL
LESS THAN#9 WIRE STAPLES AT LEAST 1 1/2 INCHES LONG,OR TIE WIRES. % 3'MIN. GROUND
SILT FENCE 6 EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. .
END SILT FENCE MIN. END SILT FENCE FILTER FABRIC 1:1 SIDE SLOPE MAX.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED,SPACE POSTS A STONE SECTION
MAXIMUM OF 8 FT.APART. SUPPORT POSTS SHOULD BE DRIVEN `° ,/ NOTE: SEE EROSION CONTROL PLANS FOR SIZE SPECIFICATIONS.
.. = i SECURELY INTO THE GROUND TO A MINIMUM DEPTH AS SHOWN ON DETAIL.
EARTH
6. EXTRA STRENGTH FILTER FABRIC WITH 6-FT POST SPACING DOES ' SEDIMENT TRAP
{ _ NOT REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER NOT T O O SCALE
FABRIC DIRECTLY TO POSTS.J.
L�
i 7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES I-
elv « I DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE
;o =' BARRIER(FIGURE 6.62A,REFERENCED ABOVE).
CROSS SECTION
8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL
PLACED OVER THE FILTER FABRIC.
BURY WIRE FENCE&FILTER 9. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
FRONT VIEW FABRIC IN TRENCH
18" TEMPORARY SILT FENCE
METAL POST WIRE FENCE&SILT FENCE
NOT TO SCALE %J11111�11
CLASS'A'RIP RAP U) <.K,
{ 12"THICK-1"DIA.WASHED STONE i
Y' ) S.
t SEAL '
c 32721
c ' > STAPLE PATTERN GUIDE '•,,'� F o����o'
I``-T-I I I iT-1 I I_IiI.I I I_ T_I I I-1 I i-III-III- Ti-1 i I.=1 i I��C � �����it���rl t►������
12" *2"-5" (5cm-1?.5cm) *2"-5" (5cm-12.5cm)
(30 cm)
6'MIN. NORTH T 0�
I I AMERICAN \. \ ! '" (15 cm) Seam Stitch'w
SECTION L GREEN /%�� / O NORTH
AMERICAN
, (15 cm) O `° 3.3' (,,om) GREEN
STONE SILT FENCE OUTLET ��» J > . . . . . . . . . . . _
NOT TO SCALE
14649 HIGHWAY 41 NORTH
EVANSVILLE,IN 47725
USA 1-800-772-2040
8" CANADA 1-800-448-2040
7\ . `. // (15 cm) • www.nagre
en.com� \ een.com
74
RIP RAP OUTLET PROTECTION °,` ' `.' ` ' 77 W I-4"-I Q. D. OWND_ ER/DEVELOPER
( 0.7 STAPLES PER S Y
CUMBEE RD.
(0.8 STAPLES PER SQ. M)
(10 Cn') For blankets with the optional North American
LOCATION RIPRAP LENGTH WIDTH THICKNESS
LOCATION _ .`.` // Green DOT S stem'" lace staples/stokes
CLASS (FT) (FT) (IN) \\\// ".` }._, =` \\` `4` 0 through each ofthe BLUE colored dots. PARTNERS, LLC
FES-1 1 10.0' 9.0' 24" 6263 INGLESIDE DRIVE
5cm-t2.5cm *2"-5" (5cm-12.5cm) B *2"-5" 5cm-12.5cm
a ti
) ( ) 2"-5" (5cm-12.5cm) WILMINGTON, NC 28411
rn E 2' (o.6m) 1.6' (0.5m)
[phone]
6 Seam Stitch N j TM CONTACT: ADAM LISK
v Seam Stitch
j(10CM-15cm]_
J 00
La (15 cm) /\\//\\ r\\„ ` ` io 3.3' (1.0m)
A A \''�\/\\
,,/ /<.:f.f/%''//\/\, 1.6' (0.5m) 3.3' (1.0m)
ado c - yy
L J 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: 3.3' (1.Orr)
WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
y ``> 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH 411
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE SITE PLANS
FILTER BLANKET BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL Ak
PLAN SECTION A-A AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm) PORTION
OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES 1.15 STAPLES PER SO. YD. 1.7 STAPLES PER SQ. YD. EROSION
NOTES: SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. (1.35 STAPLES PER SQ. M) (2.0 STAPLES PER SQ. M)
1.LaIS THE LENGTH OFTH:RIPRAP APRON. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE For blankets with then optional North American For blankets with the optional North American
2.d= 1.5 TIMES THE MAXIA!JM STONE DIAMETER BUT NOT LESS THAN 6". AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES Green DOT System place staples/stakes Green DOT System place staples/stakes CONTROL NOTES
3.INA WELL DEFINED CHA^:NEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM-" STAPLES/STAKES through each of�the RED colored dots. through each of the GREEN colored dots.
ABOVE THE MAXIMUM TAIL 4ATER DEPTH OR TO THE TOP OF THE BANK,WHICHEVER IS LESS. SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. ( ) o D
4.AFILTER BLANKET OR FINER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL 4 STAPLES CONSECUTIVE
BLANKETS
END OVER
AND
(SHINGLEON CENTER WITH
TO SECURE(10cm-TScm) OVERLAP. USE A DOUBLE ROW OF *2"-5" 5cm-12.5cm N *2"-5" (5cm-12.5cm) ® *2"-5" (5cm-12.5cm) & DETAILS
FOUNDATION. ( ) I
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES STAKES APPROXIMATELY I Seam. Stitch'
CONSTRUCTION SPECIFICATIONS 12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. �E c^Ev 10'° (0.25m) SEA WYNDE
1.ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND _ • • • • ,y PLANTATION PHASE
GRADES SHOWN IN THE PLAIT.COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12.5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED. Seam Stitch
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN 20" (0.5m) 10°° 0.25m
SURROUNDING UNDISTURBED MATERIAL LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY WITH THE COLORED SEAM STITCH-"ON THE BLANKET BEING OVERLAPPED.
AL$O BE FILLED BY INCREASING THE RIPRAP THICKNESS. I ( ) CUMBEE ROAD & N.C. 17
2.7HE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE • LOCKWOOD FOLLY TOWNSHIP
PLANS. A DOUBLE ROW OF STAPLES STAGGERED 4" 10cm APART AND 4" 10cm ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. 3.3' 1.0m 20" 0.5m
( ) ( ) ( ) TOWN OF SHALLOTTE
3.ALTER CLOTH,WHEN USED,MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART • • • • BRUNSWICK COUNTY,
FROM PUNCHING OR TEARJWG DURING INSTALLATION.REPAIR ANY DAMAGE BY REMOVING THE RIPRAP IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3.3° (1.Om) NORTH CAROLINA
AN)PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA.ALL CONNECTING JOINTS q
SH)ULD OVERLAP A MINIMUM OF 1 FT.IF THE DAMAGE IS EXTENSIVE,REPLACE THE ENTIRE FILTER NOTE:
COTH. B C CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED i • • • • HORZ.SCALE:
4JUPRAP MAYBE PLACED BY EQUIPMENT.BUT TAKE CARE TO AVOID DAMAGING THE FILTER. A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE VERT.SCALE: N/A
5.THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER. B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
6.RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE.IT SHOULD BE HARD,ANGULAR,HIGHLY C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE DESIGNED BY: JFO
V\EATHER-RESISTANT AND WELL GRADED- A SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY (4. STAPLES PER SQ. M) 3.75 STAPLES PER SQ. YD.
4.1 STAPLES PER SQ. M ( ) DRAWN BY: MMH
7.�ONSTRUCT THE APRON ON ZERO GRADE WFTH NO OVERFALL AT THE END.MAKE THE TOP OF THE B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. ) 4w STAPLES PER SQ. M
C For blankets with the optional North American For blankets with the optional North American
RPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT, Green DOT System place staples/stakes Green DOT System place staples/stakes CHECKED BY: SCH
8.ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND PREFERABLY 14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 through each of the WHITE colored dots. through each of the YELLOW colored dots.
SRAIGHT THROUGHOUT ITS LENGTH.IF A CURVE IS NEEDED TO FIT SITE CONDITIONS,PLACE IT IN THE USA 1-800-772-2040 CANADA 1-800-448-2040 TM DATE: NOVEMBER 21,2007
UPPER SECTION OF THEAPRION. www.nagreen.com *Location of Seam Stitch will vary depending on North American Green product type:
9.MMEDIATELY AFTER CONSTRUCTION,STABILIZE ALL DISTURBED AREAS WITH VEGETATION.
PROJECT NUMBER: 038-06-007
MAINTENANCE NORTH AMERICAN GREEN CHANNEL INSTALLATION NORTH AMERICAN GREEN STAPLE PATTERN GUIDE DRAWING
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEAVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW
THE RIPRAP HAS TAKEN PLACE OR IF STONES HAVE BEEN DISLODGED.IMMEDIATELY MAKE ALL NEEDED NOT TO SCALE NOT TO SCALE
REPAIRS TO PREVENT FURTHER DAMAGE
RIP RAP OUTLET PROTECTION
NOT TO SCALE
rF7- =-_Mzwz�

TEMPORARY SEEDING SPECIFICATIONS ' 5r
FOR LATE WINTER/EARLY SPRING: P3
s;
SEEDING MIXTURE - „" ' I
PERMANENT SEEDING SPECIFICATIONS
z
SPECIES: RATE (LB/ACRE): `
RYE (GRAIN) 120r.; ra T
ALL UNPAVED AREAS DISTURBED BY CAUSE OF CONSTRUCTION SHALL BE SEEDED, y as
k Y
�r
9.
ANN z UAL LESP EDEZA 50
FERTILIZED,MULCHED AND TACKED. PREPARATION OF SEEDBED AND APPLICATION a � r �. a�' ' ,� C �S `�� :, � �� ,�' R , ;,.,d�, �•,<�a a ��, ��a .
TRIGOIV
(KOBE IN PIEDMONT& COASTAL PLAIN, KOREAN IN MOUNTAINS) OF FETRILIZER,SEED AND MULCH SHALL BE PERFORMED IN ACCORDANCE WITH � �`� ° �� '" � � � L"';` � � '
EROSION CONTROL NARRATIVE. NCDENR AND NC DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS.
SEEDING DATES LIME AND FERTILIZER MUST BE THOROUGHLY INCORPORATED INTO THE SOIL. TYPE „ h„ TRIGON ENGINEERING CONSULTANTS I
, �' Nc.
n � �
OF SEED TO BE USED AS WELL AS APPLICATION RATES PER ACRE OF SEED, "" ,, �., °,;� ._Via" •; �.•„ 700 BLUE RIDGE R
MOUNTAINS--FEB. 1 - MAY 1
fin, CAD,SUITE 101
- PROJECT DESCRIPTION:SEA WYNDE PLANTATION SUBDIVISION (PHASE 3)IS A 38 ACRE RESIDENTIAL DEVELOPMENT CONSISTING OF PIEDMONT--JAN. 1 - FERTILIZER AND LIMESTONE SHALL VARY SEASONALLY ACCORDING T MAY 1 0 THE h RALEIGH, NC 27606
SINGLE-FAMILY LOTS. THE PROJECT ISTHE THIRD PHASE OF THE SEA WYNDE PLANTATION SUBDIVISION. EACH PHASE OF THE ENTIRE FOLLOWING TABLE.
COASTAL PLAIN--DEC. 1 -APR. 15 OFFICE:[phone] FAX:[phone]
DEVELOPMENT SHALL BE SUBMITTAL UNDER SEPARATE COVER.THE SITE IS CURRENTLY VACANT AND WETLANDS ARE PRESENT. EXISTING �� f `� `�` �'��
WETLANDS HAVE BEEN DELINEATED, MkPPED,AND SIGNED OFF BY THE U.S.ARMY CORP.OF ENGINEERS. PERMITS FOR WETLAND IMPACTS SEEDING MIXTURE € `
qu
HAVE BEEN APPLIED FOR. WETLAND IMPACTS SHALL BE AVOIDED TO THE EXTENT POSSIBLE. NO STREAMS HAVE BEEN IDENTIFIED IN THE SOIL AMENDMENTS SPECIES RATE(LB/ACRE)
PROJECT AREA AND IMPACT TO SURFACE WATERS IS NOT EXPECTED. THERE ARE NO OTHER AREAS OF ENVIRONMENTAL CONCERN FOR FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 TALL FESCUE 80
THIS PROJECT. z
PENSACOLA BAHIAGRASS
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE KOBE LESPEDEZA
50 v
10-10-10 FERTILIZER. 40
AREA OF EXISTING TRACT: 161 ACRES+/ NURSE PLANTS
MULCH BETWEEN APR. 15 AND AUG. 15,ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
APPLY 4000 LB/ACRE STRAW ANCHOR SUDANGRASS PRIOR TO MAY 1 OR AFTER DISTURBED AREA: 37ACRES+f- , . R STRAW BY TACKING WITH . R AUG. 15,ADD 25 LB/ACRE RYE(GRAIN) °,r• 'R
SITE DESCRIPTION:
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH SEEDING DATES BEST POSSIBLE
_
SITE IS CURRENTLY UNDEVELOPED WITH AN AVERAGE SLOPE OF LESS THAN 3%OVERALL.THE MAJORITY OF THE SITE DRAINS TO WETLANDS BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH EARLY SPRING: FEB. 15-MAR.20 FEB. 15-APR.30
c ANCHORING TOOL. SEPT. 1 -SEPT.30 SEPT. 1 -OCT.31
AND POCKET WETLANDS ON THE SOUTH,EAST AND WEST. DISCHARGES FROM SITE EVENTUALLY DRAIN TO WILLIAMS BRANCH AND SHARRON FALL:
CREEK.THE EXISTING VEGITATION CONSISTS OF POORLY MAINTAINED,GRASSED AREA,THICK BRUSH AND TREES IN WETLAND AREAS AND
BRUSH SCATTERED THROUGHOUT THE PFOPERTY.WETLANDS AND POCKET WETL SOIL AMENDMENTS
EXIST THROUGHTOUT THE SITE.ADJACENT MAINTENANCE � .� •
PROPERTY TO THE NORTH IS PHASE 1 OF>EA WYNDE,WHICH STARTED CONSTRUCTION IN OCTOBER 2007.TO THE EAST THERE IS REFERTILIZE IF GROWTH IS APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,OR APPLY 3 000-5
NOT FULLY ADEQUATE. RESEED, o00r '" .0
UNDEVELOPED LAND,TO THE WEST IS SI%LE FAMILY RURAL RESEDENTIAL PROPERTY,AND TO THE SOUTH,ONE PARCEL IS BEING USED AS SOILS)
GROUND AGRICULTURAL LIMESTONE(USE THE LOWER RATE ON
A MINING PIT FOR SAND. THE SURROUNDUG AREA IS MAINLY RURAL RESIDENTIAL WITH OUTLYING RECREATIONAL AND MUNICIPAL USES.
REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR SOILS AND 1 000 LB/ACRE 10-10-10 SANDY
) r FERTILIZER.
OTHER DAMAGE.
SOILS:Fo-FORESTON LOAMY FINE SAND MULCH w�•°
Ma-MANDARIN FINE SAND FOR SUMMER:
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER
Lo-LEON FINE SAND SEEDING MIXTURE SUITABLE MULCH.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR
BaB-BAYMEADE FINE SAND. 1 TO 6 PB2CENT SLOPES ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES ) f $
L LYNCHBURG FINE SANDY LOAM SPECIES: RATE (LB/ACRE): SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. e a'
- ; g a v
GERMAN MILLET 40 ° p c6
r-
To TORHUNTA MUCKY FINE SANDY L01M IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUDAN MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, '. - :. - -."` '" � ❑ z EROSION CONTROL MEASURES GRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE. ACCORDING To SOIL w O
w
- t
EROSION CONTOL MEASURES ON THIS SITE NCLUDE A COMBINATION OF A SEDIMENT TRAPS WITH TEMPORARY DIVERSION BERMS,SILT TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. - °'� � •� � in
M..., , Q
FENCE WITH SILT FENCE OUTLETS AND A TEIPORARY CONSTRUCTION ENTRANCE.IN THE INITIAL PHASE OF EROSION DONTROL AND MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, ' ' " ❑ >
LU
CONSTRUCTION,THE SITE IS PROTECTED AFDUND THE PERIMIETER WITH A COMBINATION OF SEDIMENT TRAPS,TEMPORARY DIVERSION SEEDING DATES FERTILIZE,AND MULCH DAMAGED AREAS IMMEDIATELY. • ""'• ••° w Of
BERMS,SILT FENCE AND SILT FENCE OUTLET.FLOW IS DIRECTED TO THE SEDIMENT TRAPS BY THE USE OF THE TEMPORARY DIVERSION MOUNTAINS--MAY 15 -AUG. 15 � '
BERMS.SILT FENCE PROTECTS AREAS BEL01'THE TEMPORARY DIVERSION BERMS AND ALONG THE TOE OF FILL SLOPES.SILT FENCE PIEDMONT--MAY 1 -AUG. 15 �� Uj
�41
OUTLETS ARE USED ALONG SILT FENCE IN LCN AREAS TO RELIEVE PRESSURE AND TRAP SEDIMENT WHILE PREVENTING SILT FENCE FROM COASTAL PLAIN--APR. 15 -AUG. 15 .. .. � a �;�,• .<:'; x". ;, �
BEING OVERTOPPED OR WASHED OUT.THE ROPOSED WET DETENTION POND WILL BE UTILIZED AS A SEDIMENT TRAP DURING THE INITIAL
PHASE OF EROSION CONTROL. THE SECOND'HASE OR FINAL PHASE OF THE EROSION CONTROL PLAN IS ONLY TO BE USED ONCE THE SITE Q'`"` •, '
IS NEAR COMPLETION OF DEVELOPMENT ANCDEVICES MUST BE REMOVED TO ALLOW FOR THE COMPLETION OF GRADING AND ROADWAYS. SOIL AMENDMENTS SOILS MAP o
AT THIS POINT IN TIME THE MAJORITY OF THESTORM DRAINAGE SH,JLL BE IN PLACE AND INLET PROTECTION WILL BE IN PLACE TO FILTER FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 FROM SHEET 16 OF 19 OF"SOIL SURVEY OF BRUNSWICK COUNTY,NORTH CAROLINA"
SEDIMENT OUT BEFORE ENTERING THE STOEM DRAINAGE SYSTEM.WET DETENTION PONDS WILL BE IN PLACE AND ALL SITE WATER WILL BE LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE BY U.S. DEPARTMENT OF AGRICULTURE,SOIL CONSERVATION SERVICE
DIRECT TO THESE PONDS WITH THE EXCEPTDN OF PERIMETER SLOPES.SILT FENCE AND SILT FENCE OUTLETS WILL PROVIDE ADDITIONAL 10-10-10 FERTILIZER. ISSUED NOVEMBER 1986 ❑
9 PROTECTION ALONG THE OUTER EDGE OF DISTURBANCE.THESE REMAINING MEASUP�ES SHALL STAY IN PLACE UNTIL SITE IS HAS SCALE: 1"=2000' LLJ
ESTABLISHED VEGETATIVE GROWTH TO PRE\,F_NT EROSION. UPON REMOVAL OF DEVICES REMAINING DISTURBED ARE SHALL BE SEEDED MULCH o
AND MULCHED PER THE PERMANENT SEEDINCSCHEDULE. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH >
Uj
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH m
ANCHORING TOOL. N o 0
MAINTENANCE
GENERAL NOTES REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL STATE AND LOCAL ORDINANCES IN OBSERVING EROSION AND REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR
SEDIMENT CONTROL MEASURES BOTH ON AND OFF SITE. OTHER DAMAGE.
2. THE DEVELOPER IS RESPONSIBLE FOR ENSURING PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT
CONTROL MEASURES.
3. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR FOR THE FOR FALL:
/I11111/COUNTY ENGINEERING DEPARTMENT. SEEDING MIXTURE
4. CIVIL PENALTIES ASSESSED BY THE STATE OR LOCAL AUTHORITIES CARRY A MAXIMUM FINE OF$5000 PER DAY PER VIOLATION FOR EACH SPECIES: RATE (LB/ACRE):
DAY THE SITE IS IN VIOLATION. RYE (GRAIN) 12Q
5. EXPOSED SLOPES ARE NOT TO BE GRADED STEEPER THAN 3:1 AND MUST BE VEGETATED OR OTHERWISE STAB!I-IZED WITHIN 21 MAINTENANCE PLAN.
CALENDAR DAYS OF COMPLETION OF A PHASEDF GRADING. �'•,
6. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS MUST BE PROVIDED WITHIN 15 WORKING DAYS OR 90 CA,LENDAR DAY SEEDING DATES SEAL
32721
(WHICHEVER IS SHORTER)FOLLOWING COMPLETION OF CONSTRUCTION. MOUNTAINS--AUG. 15 - DEC. 15 THE CONTRACTOR SHALL BE RESPONSIBLE FOR MONITORING AND MAINTAINING ALL EROSION AND SEDIMENT CONTROL MEASURES. THE
7. TEMPORARY AND PERMANENT SEEDING Or.DFWJDEO AREAS WILL BE DONE ACCORDING TO THE VEGETATION PLAN. AREAS WILL BE PIEDMONT AND COASTAL PLAIN--AUG. 15 - DEC. 30 DEVELOPER OR HIS DESIGNATE AGENT SHALL BE RESPONSIBLE FOR ENSURING ALL MEASURES ARE PRO%EiRLY MAINTAINED: oi��`'. G E� • 4b
RESEEDED AS NECESSARY TO MAINTAIN GDODVEGETATIVE COVER. ' / ,
8. CONSULT COUNTY EXTENSION OFFICE OR SOIL CONSERVATION SERVICE FOR ADDITIONAL INFORMATION CONCERNING OTHER 1. ALL MEASURES SHALL BE INSPECTED FOR STABILITY AND OPERATION WEEKLY OR WITHIN 24 HOURS AFTER ANY RAINFALL EVENT OF i��I,' F 0 G\-
SOIL AMENDMENTS ���//1111►11��
ALTERNATIVES FOR VEGETATION OF DENUDEDAREAS. ANY ALTERNATIVES FOR VEGETATIVE STABILIZATLDN SHALL REQUIRE APPROVAL GREATER THAN 0.5 INCHES OF RAIN.
BY NEW HANOVER COUNTY PRIOR TO USE. FOLLOW RECOMMENDATIONS OF BOIL TESTS OR APPLY 2,000 2. RECORDS OF INSPECTIONS, INCLUDING BUT NOT LIMITED TO WEATHER CONDITIONS AND ANY REPAIF S OR MAINTENANCE NEEDED,MAY 1
9. TEMPORARY DRIVEWAY PERMIT FOR CON;;TRUCTION ENTRANCES IN NC DOT RIGHT OF WAY MUST BE PRESENTr;D AT LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE BE REQUIRED AND KEPT BY THE CONTRACTOR FOR A TIME SPECIFIED BY THE INSPECTOR.
PRE-CONSTRUCTION CONFERENCE. 10-10-10 FERTILIZER.
3. CLEAN OUT ALL SEDIMENT TRAPS AND SEDIMENT BASINS WHEN ACCUMULATION OF SEDIMENT REAC IES A DEPTH THAT IS HALF OF THE
10. ANY DEVIATION FROM OPTIONS GIVEN IN THIS PLAN WILL REQUIRE PRIOR APPROVAL. DESIGN DEPTH. SEDIMENT SHALL BE DISPOSED OF ON THE PROJECT ONLY IN PROTECTION AREAS OR HAULED AWAY IF NOT SUITABLE
11. IF THE SAME PERSON IS CONDUCTING THE LAND-DISTURBING ACTIVITY&ANY RELATED BORROW OR WASTE AC'TI\'ITY,THE RELATED FOR FILL MATERIAL.
BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND-DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY MULCH 4. CLEAN OR REPLACE GRAVEL WHEN BASINS AND INLET PROTECTION NO LONGER BRAIN PROPERLY.
IS REGULATED UNDER THE MINING ACTOF 1971,OR IS A LANDFILL REGULATED BY THE DIVISION OF WASTE:MANAGEMENT. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH 5. REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN DEPTH REACHES HALF THE FENCE HEIGHT REPAIR OR REPLACE FABRIC AS
12, IF THIS LAND-DISTURBING ACTIVITY AND ANYRELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON,THEY ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH NECESSARY TO MAINTAIN SEDIMENT BARRIER.
SHALL BE CONSIDERED SEPARATE LAND-DISTURBING ACTIVITIES AND MUST BE PERMITTED EITHER THRU THE SEDIMENTATION BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH 6. IF ANY EROSION AND SEDIMENT CONTROL MEASURE IS FOUND TO BE UNSTABLE OR NOT FUNC"ZONING PROPERLY,REPAIRS SHOULD BE
POLLUTION CONTROL ACT AS A ONE-USE BORROW SITE OR THROUGH THE MINING ACT. ANCHORING TOOL REVISIONSWITH DONEIMMEDIATELY
EROSION TO
OION CONTROL MAINTAIN
MEASURES
INSPECTORSAS AND LAND QUALITY.
DESIGNED. DESIGN HAS TO BE REVISED TO IMPROVE PERFORMANCE,COORDINATE
SPECIAL PROVISIONS 7. ALL PERMANENTLY VEGETATED AREAS SHALL BE SPREAD WITH TOPSOIL,SEEDED,FERTILIZED,MULCHED,AND RESEEDED ACCORDING
THE EXISTING SITE IS SUBJECT TO NPDES VIOLATIONS AND SPECIAL ATTENTION SHALL BE PAYED TO BRINGING THE SITE TO PERMIT MAINTENANCE TO THE SPECIFICATIONS IN THE VEGETATION PLAN AS TO MAINTAIN A VIGOROUS AND DENSE VE:GETF,TIVE COVER.
STANDARDS BY FOLLOWING THE PROVIDED SPECIAL PROVISIONS: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.
1. THE CONTRACTOR SHALL INSPECT THE ENTIRE SITE FOR EROSION AND SLOPE INSTABILITY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
2. AREAS FOUND TO BE UNSTABLE SHALL BE OVERSEEDED AS TO RE-ESTABLISH GOOD VEGATATIVE COVER. NECESSARY TO EXTEND TEMPORARY COVER BEYOND DUNE 15,
3. FOR DITCH SLOPES,UNSTABLE AREAS SHALL BE RE-GRADED,SEEDED,AND LINED WITH COIR FIBER MATTING
(750 GRAMS/SQ.IN.). OVERSEED WITH 50 LB/ACRE KOBE(PIEDMONT AND COASTAL OWN DER/DEVELOPER
4. ONCE CONSTRUCTION IS COMPLETE,THE CONTRATOR SHALL FLUSH THE STORM DRAINAGE SYSTEM AND EXCAVATE THE WET PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY
DETENTION POND TO THE DEPTH APPROVED BY THE COUNTY AND STATE, MANDATED BY THE EXISTING STORMWAfER PERMIT. OR EARLY MARCH. C U M B E E RD.
5. THE AQUATIC SHELF SHALL BE PLANTED WITH VEGETATION OUTLINED ON THE POND DETAIL SHEET.
SPECIES MAY BE PLANTED BY LIVE STARS OR BARE ROOT PLANTS,DEPENDING
• ON LOCAL AVAILABILTY OF SPECIES. LIVE STAKING IS RECOMMENDED WHERE MATTING IS PRESENT. SEEDBED PREPARATION: PARTNERS, LLC
6. THE CONTRACTOR SHALL CONTACT THE COUNTY EROSION CONTROL INSPECTOR FOR FINAL SITE APPROVAL. 1. RIP AREA TO BE SEEDED TO A MINIMUM DEPTH OF 4-6 INCHES. 6263 INGLESIDE DRIVE
2.REMOVE ALL LOOSE ROCKS, ROOTS, ETC. LEAVING SURFACE WILMINGTON, NC 28411
SMOOTH AND UNIFORM.
3.APPLY SEED, AGRICULTURAL LIME, FERTILIZER AND SUPER [phone]
PHOSPHATE UNIFORMLY AND MIX WITH THE SOIL. CONTACT: ADAM LISK
4.SEED ON A FRESHLY PREPARED SEEDBED AND COVER THE SEED
LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER
SEEDING.
5.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
4:1 1' 4:1 - SITE PLANS
EROSION
_ I CONTROL NOTES
& DETAILS
SEA WYNDE
PLANTATION PHASE III
CUMBEE ROAD & N.C. 17
LOCKWOOD FOLLY TOWNSHIP
TOWN OF SHALLOTTE
TYPICAL SWAL'= DETAIL BRUNSWICK COUNTY,
Sediment Trap Design NTS NORTH CAROLINA
HORZ.SCALE:
Sediment Surface Sediment Basin Dimensions Dimensions Sediment Surface Cw= 3.0 Sediment Drainage "C" Tc 10 yr. Storm Inflow Disturbed Volume Area (Top Dimensions) At Weir Volume Area Weir Weir Depth of VERT.SCALE: NIA
Trap# Area Factor Intensity (Q) Area Required Requimd Length Width Side Slopes Total Ht. Length Width Provided Provided Height Length Flow DESIGNED BY: JFO
(Ac.) (min.) (in/hr) (cfs) (Ac.) (cu.it) (S-0 M) (ft.) (ft./ft.) (ft.
(ft.) (ft.) (cu. ft.) (s.f) (ft.) (ft.) (ft.) DRAWN BY: MMH
1 2.72 0.30 109 6.04 4.93 2.72 9792 2147 86.0 52.0 2.0:1 4.50 68.0 34.0 10404 2312 2.00 4.0 0.37
2 11.06 0.30 20.7 4.59 15.23 11.06 39816 6634 134.0 76.0 2.0:1 4.50 116.0 58.0 40368 6728 2.00 4.0 0.431CHECKED BY: SCH
3 22.71 0..30 30.3 3.74 25.48 22.71 @#756 11099 435.0 220.0 2.0:1 2.501 430.0 215.01 109110 924501 3.001 20.01 0.41
DATE: NOVEMBER 21,2007
PROJECT NUMBER: 038-06-007
DRAWING