SW8070605_Approved Plans_20070621

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SITE PLANS • _____
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., � TRIGON ENGINEERING CONSULTANTS INC.
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LOCKWOOD FOLLY TOWNSHIP, BRUNSWICK COUNTY, NORTH CAROLINA STANLEYRDSW
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Sheet List Table W
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C-1.0 COVER SHEET 06-11-2007 0 5
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C-2.0 EXISTING CONDITIONS _J
C-3.0 OVERALL SITE PLAN 06-05-2007 w wv w
C-3.1 _ SITE PLAN 1 (100 SCALE) 06-05-2007 z -o
C-3.2 SITE PLAN 2 (100 SCALE) 06-05-2007 " "' N 0
I C-3.3 SITE PLAN (TOWNHOMES 1) (50 SCALE) 06-05-2007
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C-3.4 SITE PLAN (TOWN HOMES 2) (50 SCALE) 06-05-2007
TOWN OF SHALLOTTE GENERAL NOTES: C-4.0 UTILITY INDEX 06-05-2007
GENERAL NOTES 1. PIPE SHALL BE LAID IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIOHIS AND THE
1. WATER AND SEWER PROVIDED BY TOWN OF SHALLOTTE.
PROJECT DRAWINGS AND TECHNICAL SPECIFICATIONS. SHOULD A DISCREPANC'r EXIST BETWEEN C 4.1 I i --- PLAN .I 06-05-2007
2. ALL UTILITIES, BOTH PUBLIC AND PRIVATE, THAT SERVE THE PROJECT TO BE LOCATED THE MANUFACTURERS RECOMMENDATIONS AND THE PROJECT DRAWINGS ANC+ I .1-INICAL C-4.2 �7 - "7 Y PLAN 2 06-05-2007 I lat.
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,�0Ull1111/4�,, SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL CONTROL. _ r `'`'
�° UNDERGROUND. C-4.3 UlILI"IY PLAN 3 - Lz�
SANITARY SEWER MAINS ARE COMBINATION OF GRAVITY AND FORCEh MAINS. 2. TRENCH SHALL BE DUG WHEN LAYING PIPE AND ENDS PLUGGED WHEN LAYIN . I' I I'ICONTINUED. ------- ---- . r_
-
r C 4.4 _._.._-._U T!LI11�Y PLAN 4 - - - ,. F ,�
. ,
. 4. WATER MAINS TO BE DIP UNLESS OTHERWISE NOTED. ANY WATER FROM THE_ EXCAVATION SHALL BE DISPOSED OF IN SUCH A MANNER 1;=,:T THE NATURAL
DRAINAGE OF THE AREA SHALL NOT BE DISTURBED.
' SAL `^'
` 5. WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WTI- ',D. 10 C 4.5 i J .LIT'Y PLAN 5
INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO THE PIPESWITH DUCT 3. TRENCH BACKFILL. IS TO BE FREE OF STONES AND ANY FOREIGN MATERIAL, AND y 'ALL 3E PLACE IN
' •
26928 ,
TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VAi '+✓r AND SIX (6) INCH LAYERS COMPACTED IN ACCORDANCE WITH 'THE TECHNICAL SPEC!F:',;F;TIONS. C 5.1 T P S s A i��;'rt'1 PLAN & DETAILS 05-30-2007 i ' •:ti �/ //71
FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN ALL VALVE AND METER BOXES FOR F!_T LIF?E LOCATION 4. DETECTABLE TERRA TAPE D IS TO BE INSTALLED APPROXIMATELY ONE (1) FOOT :I LOW FINISHED
C 5.2 PIA!!!') a TA,TiC,N #> &#3 PLAN & DETAILS 05-30-2007 sip F 0O �`
GRADE AND DIRECTLY OVER ALL PIPE. 1i,. STER `
4F OF FACILITIES.
SrO 5. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIE ' PRIOR TO C-6.0 '_-----_-GRAB I PLAN INDEX 06-11-2007
GRAD KC e��tl,/IlillilO�R
` 6. ALL CONSTRUCTION TO CONFORM TO THE CURRENT EDIT ION, AT TIME OF ISSUE, OF wN OF
SHALLOTTE, BRUNSWICK COUNTY, NCDENR AND NCDOT STANDARDS AND SPECIFICA;I ,,�•::, NI..E5S DIGGING, WHETHER OR NOT THEY ARE SHOWN ON THE PLANS. UNDERGROUND L.Iru ITY LOCATIONS,
IF SHOWN ON THE PLANS, ARE BASED UPON THE BEST AVAILABLE INFORMATION ,NO SHOULD BE C 6.1 E�IEJG PLAN 1 06-11 2007
OTHERWISE NOTED ON THESE PLANS. - r
CONSIDERED ONLY AS APPROXIMATE. ;: PLAN 2 06-1 1 2007
7. STATE WATER AND/OR SEWER PERMITS ARE REQUIRED. C 6 2 --„ - ' r !--
6. WATERLINES SHALL BE INSTALLED AT LOCATIONS AS SHOWN ON THE PROJECT I '_'\WINGS UNLESS
8. THE ON-SITE WATER SYSTEM IS TO BE PUBLIC. C 6.3 ir: PLAAN 3 06-11-2007
t-- 9. THE ON-SITE SEWER SYSTEM IS TO BE PUBLIC. 7. THE MINIMUM DEPTH OF BURY SHALL BE THREE (3) FEET FROM THE TOP OF PIPE ' i h I IC?N.
OTHERWISE APPROVED BY THE TOWN AND THE ENGINEER IN ADVANCE I i 1 e -
10. BOUNDARY INFORMATION OBTAINED FROM A PLAT ENTITLED "BOUNDARY SURVEY FOR CUMBEE LESS -�� �- _C-6.4 �'�'"�_,NC PLl;Iv �t 06-11-2007
PARTNERS, LLC" BY MURPHY GEOMATICS AND RECORDED AT BRUNSWICK COUNTY REGISTER OF OTHERWISE NOTED ON THE PLANS. �r•
DEEDS IN CABNET 36, PAGES 286-288 ON 12-7-2006.
8. ALL FITTINGS INCLUDING REDUCERS SHALL BE BLOCKED AS SPECIFIED AND AS i9WN ON THE C-6.5 I _ ,- -_ ,_�I;vC PLAN 5 06-1 1 2007
-
11. TOPOGRAPHIC INFORMATION (1' CONTOURS) PROVIDED FROM FIELD SURVEY INFORMATION BY DETAILS AND WITHIN THE PROJECT TECHNICAL SPECIFICATIONS. i C 6.6 - _ _�--_ GRADING ELAN 6 06 11 2U07
MURPHY GEOMATICS.
9. ABSOLUTELY NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY BEYOND,.AY AREA WHICH
�� C-7.0 EROSION CONTROL INDEX
12. ADDITIONAL TOPOGRAPHIC INFORMATION 'i2' CONTOURS OUTSIDE OF SURVEY AREA FROM EASEMENTS ARE TO BE PROVIDED BY THE OWNER AND DEDICATED TO THE TOV119,I OF SHALLOTTE. _ ___ 06-05-2007
INFORMATION PROVIDED BY NCDOT GEOGR‘`,PHIC INFORMATION SERVICES AND GENERATED FROM 10. CONCRETE THRUST BLOCKING SHALL NOT OBSTRUCT WEEP HOLES ON ANY FIRE HYDRANT -, --' - C-7.1 EROSION CONTROL PLAN
LIGHT DETECTION AND RADAR (LIDAR) DATA OBTAINED FROM THE NORTH CAROLINA 'T'DD ASSEMBLY, STEEL CASING PIPE, OR BOLTS ON ANY FITTINGS.
11. WATER IN EXCESS OF THAT REQUIRED TO PRESSURE TEST, FLUSH, CHLORINATE AND RE FLUSH
C-7.2 EROSION CONTROL PLAN
MAPPING PROGRAM IN MARCH 2006.
--
13. EXISTING SANITARY SEWER FORCE MAIN DESIGN INFORMATION SUPPLIED BY BOWMAN DESIGN AND MORE THAN ALLOWED BY THE TECHNICAL SPECIFICATIONS SHALL BE PAID FOP 3Y THE C-7.3 EROSION CONTROL PLAN 06-11-2007 OWNER / DEVELOPER .
ENGINEERING SERVICES, PA. AS-BUILT INFORMATION ON EXISTING FORCE MAIN WAS NOT CONTRACTOR. EXCESS QUANTITIES SHALL BE ESTIMATED BY THE ENGINEER. -
I --- -
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 G 7 4 - EROSION CONTROL PLAN 06-11-2007 CUMBEE RD.
MAIN INFORMATION SHOWN AND INFORM DEVELOPER AND ENGINEER OF ANY ADJUSTMENTS OR VEHICULAR AND PEDESTRIAN TRAFFIC. ADEQUATE INGRESS AND EGRESS TO E'OTH PRIVATE AND C-8.0 STORM WATER MA vAGEMENT POND !NDEX 06-11-2007 PARTNERS, LLC
CHANGES THAT SHOULD BE MADE TO DEXISTING INFORMATION SHOWN HEREIN. PUBLIC PROPERTY SHALL BE PROVIDED BY THE CONTRACTOR DURING ALL STI'a,:;ES OF -- --- -
14. EXISTING WATERLINE INFORMATION SUPPLIED BY BOWMAN DESIGN AND ENGINEERING SERVICES, CONSTRUCTION. WITHOUT WRITTEN APPROVAL FROM THE TOWN OR UTILITY C;OMPANY, EXISTING C-8.1 WET DETENTION POND#1 PLAN & DETAILS 06-11-2007 7616 HAWK ROAD
PA. CONTRACTOR SHALL VERIFY EXISTING WATERLINE INFORMATION SHOWN AND INFORM SERVICES SHALL NOT BE INTERRUPTED BY CONSTRUCTION WORK. ANY PAVED w2EAS UTILIZING C-8.2 NET DETENTION POND#2 PLAN & DETAILS 06-11-2007 WILMINGTON, NC 28411
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. �-_ -.-
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w ABSOLUTELY NO OPEN TRENCHES SHALL BE LEFT OVERNIGHT. C-8.3 WET DETENTION! POND#3 PLAN & DETAILS 06-11-2007 [phone]
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1, ( DEXISTING INFORMATION SHOWN HEREIN. �,,.,_ �.
+ • 21 13. THE DEVELOPER'S CONTRACTOR SHALL INSTALL A WATER SERVICE ASSEMBLY O EACH LOT AS C-8.4 WET DFTEN TON)N POND#4 FLAN & DETAILS 06-11 2007 CONTACT: ADAM LISK
i. r¢ SHOWN ON THE DETAILS. THE TOWN SHALL PROVIDE THE WATER SERVICE Mf_TER.
- 14. THE CONTRACTOR SHALL CONTACT THE TOWN OF SHALLOTTE UTILITIES DEPARTMENT (910/ C-8.5 WET DETENTION POND#5 PLAN & DETAILS 06-11-2007
754-4032)AND THE ENGINEER (910 /754-8029)A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO G_9.0 FLAN-PROFILE INDEX 06-05-2007
4
- BEGINNING CONSTRUCTION. CONNECTION TO THE EXISTING TOWN WATERLINE SHALL BE -- --
t' r C-9.1 PLAN-PROFILE COLLECTOR ROAD A 06-05-2007
_ . PERFORMED BY THE CONTRACTOR UNDER THE SUPERVISION OF THE TOWN OF SHALLOT T E _----
;.. - . UTILITIES DEPARTMENT AND THE ENGINEER'S REPRESENTATIVE.
C-9.2 I'LAN-PROF ILE COLLECTOR ROAD A 06-05-2007
: 15. THE CONTRACTOR SHALL KEEP THE ENGINEER INFORMED RELATIVE TO THE PROGRESS OF THE - -- - -
l CONSTRUCTION. THE ENGINEER SHALL OBSERVE CONSTRUCTION ACTIVITIES AS REQUIRED BY C-9.3 PLAN-PROFILE COLLECTOR ROAD A& MINOR ROAD G 06-05-2007
•
NORTH CAROLINA GENERAL STATUTES 130A 317. FAILURE OF THE CONTRACTOR TO KEEP THE - - - SITE PLANS
C-9.4 PLAN! FRCF=ILE MINOR ROAD H 06-05-2007
ENGINEER INFORMED MAY REQUIRE UNCOVERING OF WORK TO VERIFY COMPLIANCE WITH PLANS -
AND SPECIFICATIONS. ANY COST ASSOCIATED WITH UNCOVERING WORK AND/OR VERIFYING C-9.5 PLAN-PROFILE MINOR ROAD H & MINOR ROAD F 06-05-2007 COVER SHEET
} COMPLIANCE SHALL BE BORNE BY THE CONTRACTOR. C-9.6 PLAIN-PROFILE CUL-DE-SAC AA& MINOR ROAD I 06-05-2007
I 16. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 150 OF THE ICJ;;.:".:, T STANDARD
-
I SPECIFICATIONS FOR ROADS AND STRUCTURES. C-9.7 _- PLAN-PROFILE MINOR ROAD J 06-11-2007 SEA WYNDE
C-9.8 PLAN-PROFILE MINOR ROAD J & MINOR ROAD K 06-05-2007 PLANTATION - PHASE
G-9.9 PLAN-PROHi_E CUL-DE-SAC BB & COLLECTOR ROAD B 06-05-2007
CALL 48 HOURS C-9.10 FLAN-PROFILE C uiviDEE ROAD WATER LINE 06-05-2007
BEFORE YOU DIG
C 9.11 PLAN PF OFILE CUMBEE ROAD WATER LINE 06-05-2007 CUMBEE ROAD & N.C. 17
-___ - TOWN OF SHALLOTTE
IF PLAN-PROFILE SANITARY SEWER 2 2A&2C 06-05-2007 LOCKWOOD FOLLY TOWNSHIP
C 9.12 BRUNSWICK COUNTY,
Y y�3°�+;air..: ✓$ �
Y C-9.13 PLAN-PROFILE SANITARY SEWER 2B & 2C 06-05-2007 NORTH CAROLINA
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C-9.14 PLAN PROFILE SANITARY SEWF_R 1 & 1A 06-05-2007 HORZ.SCALE: N/A
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C-9.15 PLAN-PROFILE SANITARY SEWER 06-05-2007 VERT.SCALE: N/A
C-10.1 NOTES & DETAILS DESIGNED BY: SCH
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°0° ,1111 �� • �� �.itAt� C-10.2 --- NOTES & D ETA ILS DRAWN BY: MHH
° -n. C-10.3 EROSION CONTROL NOTES & DETAILS 06-11-2007 CHECKED BY: SCH
ROSION CONTROL NOTES & DETAILS 06-05-2007 DATE: 04-25-2007
NORTH CAROLINA C-10.5 --- EROSION CONTROL NOTES & DETAILS 06-05-2007 PROJECT NUMBER: 038-06-007
." ONE-CALL CENTER `�'°�
APP�bV�D � RECEIVED
DRAWING
NORTH CAROLIP:H '�t`� :,' IENTAL
,.� 1-800-632-4949 M/aNAGEME ;?CC,wiwli. ON
.l. ;Sul:: JVATE�` ?UALITY JUN 0 7 •l.U.i/
. ',. . - Date � ,2007DWG* RO L...9 III
Stormwater Permit No. 7

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�/ PARCEL DATA: 17AA,
',Existing 1/EJ" CMP \ PARCEL PIN NO. OWNER DEED AC. DB/PG DEED DATE ZONING SOURCE
SOILS DATA: \ \ I g Exist ng
INV IN=3 :1 / Fsnce Existir' 1 CMP 1 1830010405 CUMBEE ROAD PARTNERS 110.26 2440/0571 07/28/06 8-2,R-7 PLAT*
1 INV .p 1�T=35.65 g 5 Existing 15" CMP
t JYNV 1'r3 .66 INV IN=36.93 2 1830010501 SNUG HARBOR DEVELOPMENT 160.80 5222/1326 12/13/06 R-10 PLAT*
Bab Baymeade fine sand, 1 to 6 percent slopes / ,Existing 15"'AMP „
I \ ( \ r\ - -;7_,.-'"� / I, / IN 36.7• INV OIT=36.5
'IN: 18300008 ! 1 INV OUT=36.66
: :'::::
INV OUT(=36.6I \ pwner: B yant, Eva & Et AIs ` rRUNSCK COUNTY REGTER OF DEEDS OFFICE IN CABT 2 percent slopes Deed Acrs: 41.31 `AC \
DB/PG: 2�122/1419 I r 36, PAGES 286 288 ON 12-7-2006.
_ TRIGOIV
Ly Lynchburg fine sandy loam ✓` �• `Zoning: C RU j'` } F'I3t/
- TRIGON ENGINEERING CONSULTANT\ Vaca / '' • '� S INC, 313GALLIMOREDAIRYROAD
•
GREENSBORO, NC 27409
' 10 / \� <,--�!' -,%!, -'� OVERHEAD PIN: 1830010406
/ Z. ing: CO f?U = ,..--•-_-_-,.-„,,,,,,, POWER LINE Owner: Cumbee Elise I
* SOILS INFORMATION OBTAINED FROM /- / SF Howe ! - "~
PHONE:[phone] FAX:[phone]
Deed Acres: 6.80 AC
_ BRUNSWICK COUNTY GIS I PIN': 1830 00801 \, t (-I / / j !%' f �j Existing 15" RCP DB/PG: 0134/0335 ryll
Owner: Bryant, Marlin & ouglas. Existir,.�g r 1 f , r RIM=37.70 Zoning: Co-RU
I Deed Acr s: 1.00 AC\ 72" ,Bo r // /' ' \ "' � - Use: Vacant
PIN: 183 017 INV IN=35.97
DB/PG: 878/0751 ; ' / / \ f""�" =' Owl`:' Cu bee Elise INV OUT=35.53
Zoning: C -Rf \ \ / / i \\ uerea Acr : 3.82 ACj/\
Use: SF Housb / �t . D$/'PG: 1412/0 o
° � 1 \., , Zoning: CO-Fj(J
\- f\ f A -'`� , `` Use: Vacant `` --- -/-<__ PIN: 1830010308
• . ' \ 3 Owner: Coastal Coon
\ Existiing �,/ f �' -:t = ! '�° / PIN: 18300104 Hunters Association IN
I ( \ ! o Fr�adwall" " ',•.::,,,,,,° <" � ` f Ex ing 15" RCP Owner: Cumbee Elise / `� Deed Acres: AC
I INV=25 �,�� ► st ����' l \ �.� Z s INV =38.53 /
a -�,,. ,p 2 Deed Acres: 2.60 AC DB/PG: 1444/0846
I ► �*'" `'' N '18'18" E `` ��\ INV BUT=38.45 DB/PG: 0134/0335 / \ Zoning: CO-RU
`` 1 h0.1 • Zoning: CO-RU Use:
- N 69'16'27" E ISTING - „--�°�--- ''-+ f "'� c; ,-, Use: SF Houser
�yExists g 16" RCP , ' I
130.09' • OICE R LIN . Fj r! \_ IN IN=34.8fi ,°", {
POWER LIN, --'! �'1F�� " INV 0 T=32.13 }
�-'� , ,/'�� f ff ,1��. � \ �1 Existing 12" RCP - �3
j/ / /f NN \ ( ,) \`7 INV IN=39.24
-< r j �� A PIN: 1830010307
/ \ INV OUT=38.76 �, r�-
/." ( /(j E48" RCS` �� v. PIN• 18300104-03 f"� '�`°� -`" Owner: Taylor, Charles A
./"""� '`\ 11' ( IN MI=��: & ' ��.�•� i, ETUX Melinda
-- �- I-- $b 9/ w. c,��t (//(
\ \ V 4-- 4 '.\ I8300 /-�" 3 INV OUT- 1 ``, Owner: Eichorn, Debra Deed Acres: 0.95 AC
� '" Deed Acs: . AC�. Existing 12" RCP r-''
-' .- \ 12" �`\ " '` \ -N DB PG: 2191/0837 Deed Acres: 5.00 AC LOB/PG: 1456/1025
P 1t8304 8 fz? .; C' 10 " r 10 1 \\ INV IN=38.24 / 2onin CO-RU
- wnert 13r ant, Louise H. 1 " \__ 4 • 1 \ INV OUT=38.23 Zonin • C� RU I DB/PG: 1659/0597 Us` : 9
{`_ 1r ,,Q \ Us • obile Home I Zoning: CO-RU , . e
� Deed Afi,9/k6
2 4 AC 10".;a `� •.`, ._. r Use: Vacant / f _ z
' �! i DB/ G /01#1 '' '' r \ \ \ V p„ \_ Existing 12" RCP oz
MB : 48 r �s �\ \ 1 I b ? "`i .1 INV IN= 9 .8 r I >
`~"- -/fon'ng: = b- p ti + (,) IN�I 36.75 ! /
CONTROLLED / Use: SF Home •p� - h tiPI-TAS -` 1\ 10 - 10„ o ! 7 I Existing 15 CMP 9' -
-/r r' p 0 14" y • �.� 0 Exist' 9 24" CMPINV IN=47.83
ACC 1 D- �� I / r
.� , 10 t ;1~ 1 �`► \ INV f�UT-36 13 EXIS G ---
INV' we
O f / - ^D /1 Q" \ I\ �L� \ 1® 1-0 ° . " 10 ° ,,°,, " -,, . ,,_,N1 9 I J '® i3 +
-' -. ( / t ^� sr 9.` ! -7"
} �g \ \. J OV RHEA73 �.+. n
d' ../ - ,./ / NIP © �t \ S7D" ' rr `1 "\ ``'-'' `_- POWER"LINL� /,-, r... 10" 0.71
,-- / -- " .- Old LWS ` \ \ �R .1,9�. i ti ,_ __ \ -`` a-' - _ `-� - ,- _ ,- �.z f
f 10" .v 6L Dc�1, \ \ , v-D ,, \ , v, r, ^ k `\ ,, \ ... .,- ' -v-- 10, ,: I
�f /
�..,,,r^ \ ! 1 G t �"' t \'')
�.....,_.,� `SQ J t Y/% n�L \�i.. ,113 { y'"" .__ '-r, e. `�` ,,, 1 Gi,e .,4.." ✓ ® ,,..,___- ,..✓-"" f/
✓ \ } ) x \ 16 O,, { . \ 11 his rya �� x r
/ �Ax '- \ w- 1 G S;il /''4 \ O e'. 9 i PIN: 1830010301
7 \-� \\\ 1 i '' // r' \ 0„ �-- +� _ Owner: Gore, Dorothy M
/ /
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/ r-\ / 16'. r-" 10 ,q�' erg , co '"' 1)\:\,..../1 DeedAcres: 3.60AC
r103: / 1 �" �~_ r; o o 3 / W Q"_ �cn / Y Deed A 1 s: 3.6O80
\ L �'` t -x ° ✓" 12" PINE TgEE GROVE _� �s f �\ t " ' r ( `` �t �. �� I � ) Zoning"CO-RU o13,
PIt : 183 0006 " / t ,N.. N. �" `t., �" r' @ti _ z
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owner: H ett, Ski Hli�s \, \ 'Cr \�' • 7 _ \ f y4 \ 1Q",.-., ' r' j \\Field Su y �'� `r' \ m 58 J ��Deed Acres. 47'AC f "�? Zoning: - U � 1 r-•j -1 \.Wetland -.- . �,... �-7 .--- ,,... „- F37 �77.33 5�U / JJ a 2G
�\ S Home -� 1 ( -2 57 A r \ f „„ 12" r.. _... '-. "`• ;�r� ,t'�a •.%` �` {.., �' .�--1 '\w ,,--"" / tip , f' 1" '` J,` i �^z r, " /."_ C-+ � A \\\ 4'.)
.."_.._r �, /-.JJ `'N'''''',..... ''''-4.\-'"' T! // 0 ` 3G„ 1.,.,: ,�?"r\ �. '/,�!'. ..J ,,,,,,.�:'- .1.. >w./. / ,n`y. - i �,* e" -N s,,.,r• �\^^•.'' V5r,.......•°l,_� j S-•E7-a- '-�. k"„r' r--J' I
1QR. '� - '", ! / \.. . �. .-°:'�.- ,\ .1 '�' 1Q" , } , • 1 � /... - -,� 55 69 j h PIN: 1830000501 '" , �t "- ' r ,� .., ,, ,,. ,a ," "`` /' `, 10" 2� :,s f , zl / 10,.,:lcmAlpe"-'
Owner: He ett SH Heirs - Frerc Sfrve ,.>- -'� \ l'0 10" l 1 t r
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Deed Acres: 83.2"9 A( \.....� x' g '''' 4 i?."�RI�fE EE • Rv^^',r�, 15) 0" nd _ w4.01* r
/ ` Wet? } _"
,,.fe. • " . . . " . W Ilana' s ` ✓ ►� *: »" o S j r 11 f ✓ rk « . « «
LB/PG: 0034/0482 p 52 AC n A / lr t ✓/ K-` 9'6 R '1�.:...Y v _ j '10� r \ \ J wr.....�� ✓w 269 8
Use: Warehouse „ Y,. i 4" / / t / -- ^ \ 'r. I ,...w""✓ iF'1�183d01 0302«
„ // c , 4 10 xis ing . .., _ O....0" .Cochran Christopher.S '� F.' �`
_ 0 / j apri :, F\,,ield. :ulAroVeex, ed . }/ i i C� C 1NE,.-�� I / / i 1© v Wetlands S \ Y 1 ( -.,-� l {7' 4
I N , I Deed Acres: 1.16 AC �� �\. ��N4T46'58"E '� 10 m I( 1 ` � gyp{ 0.20 C Exting - 6l/ 1 'G ��,jam - - 1 \ r \ Weand;" :. 12 1 \ '� -� D8/PG: 1967/0827 I v®',,;rER',,,`�52.28 f✓ 1 1:0 LO • t., . ,,. - ZorZing: CO-RU. % I /I�ttt►►►�r./ .."------„ \ ! _ /:. 4 „ p� 3. .1Q" 3.0 \r s 2Use: Mobile Home ��(:):','
, 2,,..,71/,,,,/i
01 j ,r'� / / 411)
_,,, c 4" - \.t i 1 i 2. ' 7 i '-'1Dia 10:: - . „T-: ... ,i,, id; . , 1 .
:, ! 7 `,. y f 10` 1 J *� i f _... \ <' 10 ' o�°� .i p \ \. p,
.�. 1•.:: / \ C fir° r
PHAS
1/2' f` \N \jf'� ri \ ` p ;:f 10' XIS�TING f�- 7 S f " " _ �_ ! ...
\�---�- f-- /-;'b, o� ;. . I Fed .Serve , .. -.a, 1Q„ .- �. \M . _ . I�IASE II A I
10' _ i. . Exi tin
`•- Axle 1 12 ..-- „_} - l Weil �' " « « \
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- y-1 / \ I N: 1 30 10502
N59'51'30"W I
"\ ii 10„ r 7 t �\ - , fa,;�'rt `, �.�.\ J ` Owr.cr:$S G HARBOR DEVELOPME!�T, LLC
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182.57 ( / Y. i L l- . L�`� .,; l 'b ;.. .. Deed Acres: 19.14 AC
f '1' O„ �, :, T ( ', r / 2 Tra 2 x �./ I Zoning: C0-RU1326
�� l � -� \� �� If / PIN: 18010501 .
A 1 / : v, <.s'r. ,., Owner: uSNLI HARBOR D E40��, LLC I
`�, -- i / /
2' Deed.Acres: 160�b0 / - - .
7 7/1) *. '''",„, t
\ \ �,.,T \ -, ,b„.`NY. ti/o6 DB/PG: 5222/132 �! I OWNER / DEVELOPER
j )_ ` \ i 12" �,, Zoriing•"CO=RU« ISTING ;.. O ER
10T m \ \` ' use: car$t . \ R-10 \
CUMBEE RD.
�, 10 I, \ \ � . . . f ; , I PARTNERS LLC
y,. � �'�` A \ 7616 HAWK ROAD
1 ! igld U eyedFO„� `' ' ,� \�. ° . . . . ' 1\ I --- _ " .� I
10', \ Y0" `~. , " .\,-- axis ing. . Y. ' a F ". . \ } WILMINGTON, NC 28411
/ �(t ,-;M., \ r Wetland ;; . . « .
\ l �' Ae�'16" \ .. , [phone]
f • y 1 \) ,..._:__ •
4:4 i A\ \' ' .. .. «� f I CONTACT: ADAM LISK
Ate. ) t ( 10 � � 10'`a,1p . . . - - - 1 .
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12>, p� / Q \ \ '` Pproximcfe " .. . _ . . . «
' r '� 10" Eit`i'st`ing
a o„py' - �J a,. t. \ . • Wetlands. . . - . . j S89'OS'51"w SITE PLA
NS
AC ANS
-IAS III .
st° „< 7 ` _ /- PIN: 18300085 EXISTING
\\\
\ . ' • • - , - " , , - j 3 Owner: Robinson, Harold C Etux Se'ene R
' '/ /10" N "' DB/PG:/ / . . . . . . - .4- .Lr) Deed c 1386/0760AC CONDITIONS
j
J ( xd _ .I . . " « « ,, . '.\` Zoning: CO-RU
l • - • • • - • • • • • • - . . . . . . . - \* * *
Computed Right-of-Way Points l f f \.,\ . . - • • " - - • " , J 4 o
SEA WYNDE
LINE BEARING DISTANCEd•-- (---` 'r ` . ` ` `
_ PLANTATION - PHASE I
L1 S 48'55'54" E 385.93' '"' -- • . . " - . ` . . "" '
L2 S 49'04'59" E 122.19' \, - - «
L3 S 49'1 1'56" E 259.32' ti ` i 13--
�` " " CUMBEE ROAD & N.C. 17
L4 S 49'39'46" E 90.18' - " _ " , . - \ N89'25'40"E 763.85'
�. . "
L5 S 53'01'22" E 51.73' - - - - ` PIN: 18300105 TOWN OF SHALLOTTE
L6 S 56'16'18" E 51.83' JJ _ . / . c, Owner: S P Forest LLC
L7 S 60'01'50" E 51.96' \ 1 )' - " - . " . . " / Deed Acres: 4.20 AC LOCKWOOD FOLLY TOWNSHIP
DB PG: 1498 1029
BRUNSWICK COUNTY,
L8 S 63'35'54" E 51.74' i ` / / NORTH CAROLINA
L9 S 66'39'37" E 51.58' , ) / _ _ " _\ ✓. " ° I Zoning: CO-RU
�' b HORZ.SCALE: 1"=200'
L10 S 69'28'04" E 51.31' S89'29'20"E 1276.44'
L11 S 71'44'56" E 56.68'
L12 S 74'26'21" E 51.55' 1/1\ VERT.SCALE: N/A
L13 S 77'37'24" E 51.71'
L14 S 80'50'20" E 51.74' EXISTING R-10
DESIGNED BY: SCH
� PIN: 1830008401
L15 S 84'08'39" E 51.75' l SeleneDRAWN BY: MHH
L16 S 87'17'53" E 51.76' Owner: Robinson, Harold C. Etux R
Deed Acres: 15.50 AC 20 CHECKED BY:
L17 N 89'11'22" E 51.66' / " f .' DB/PG: 1386/0760 SCH
L18 N 86'32'47" E 51.63' PIN: 1830010502 - • • - - - • • - - Zoning: CO-RU
3 Owner: SNUG HARBOR DEVELOPMENT, LLC g' DATE: 04-25-2007
L19 N 83'00'30" E 74.63' co , , - ' -
Deed Acres: 19.14 AC
L20 N 77'56'59" E 79.70' / - PROJECT NUMBER: 038-06-007
o) DB/PG: 5222/1326 (• - " . - " . - . " - -
L21 N 75'12'30" E 41.66' '' Zoning: CO-RU - - - -
L22 N 73'06'19" E 243.32' z � DRAWING
`'�, PIN: 1830008402 GRAPHIC SCALE
III
`'O, 200 0 200 400
J" Owner: The Healing Water Company Inc.
PIN: 18300106 pA Deed123'
cres: 19. 0 C
Owner: Hewett, Elder Heirs P 1 ` ` -
Deed Acres: 114.58 AC Approxima e" \ \ ./.„-- v DB/P CO-RU
MB/PG: 18/137 ) ` •�
\\ Zoning:Mobile
IHo Wetlands - \ " - - O.
Use: Mobile Home \ GI }
_ _
' , i . . .. ,. ell .� °.

\ \
\ \
\ \ Existing 15" CMP
INV IN=36,17
INV OUT=35.65 Existing 15" CMP Existing 15" CMP GENERAL NOTES:
\ \ 111
INV IN=36.66 INV IN=36.93 II TRICON
Existing 15" CMP INV OUT=36.50 INV OUT=36.66 1. THE CONTRACTOR SHALL VISIT THE SITE TO INFORM AND SATISFY HIMSELF OF ALL EXISTING CONDITIONS PRIOR TO
\ INV IN=36,7 SUBMITTING HIS BID. ANY DISCREPANCY BETWEEN THE SITE AND THOSE CONDITIONS REPRESENTED ON THE DRAWINGS
PIN: r Brya t INV OUT=36.64 �I SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND THE ENGINEER IMMEDIATELY.
\ \ Owner: Bryant, Eva & Et Als
Deed Acres: 41.31 AC TRIGON ENGINEERING CONSULTANTS, INC.
\ rc, _0-_____ 2.ALL DIMENSIONS, RADII,AND NORTHING&EASTING COORDINATES ARE TO BACK OF CURB,FACE OF BUILDING,CENTER OFDB/PG: 2222/1419 ' STRUCTURES SUCH AS INLETS, MANHOLES,ETC.,OR END OF PIPE RUNS AS APPLICABLE UNLESS NOTED OTHERWISE. 313 GALLIMORE DAIRY ROAD
Zoning: CO-RUPIN: 1aTA0009 � GREENSBORO,NC 27409
\ ��
Use: VacantOwner, Bryant, *� \, 3, ALL EXISTING UTILITIES OR STRUCTURES INDICATED ON THE DAWINGS ARE BASED ON AVAILABLE INFORMATION OF RECORD. PHONE:[phone] FAX:[phone]
/ Jam Hillis \
J Aces: 1.39 AC THE CONTRACTOR IS REQUIRED TO TAKE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN HEREON AND
\ DB/PG: 0149/0450 PIN: 1830010406 �M ANY OTHER EXISTING LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE
I
Zoning: CO-RU \ - " • '' X Owner: Cumbee Elise FOR MAKING ARRANGEMENTS FOR THE RELOCATION OR REMOVAL OF EXISTING UTILITIES AND AGREES TO BE FULLY
\ Use: SF � Deed Acres: 6.80 AC RESPONSIBLE FOR ANY AND ALL DAMAGES RESULTING FROM HIS FAILURE TO LOCATE AND PRESERVE ANY AND ALL
' -iirA --- -, - �, DB/PG: 0134-/0335 UNDERGROUND UTILITIES.CONTACT THE NORTH CAROLINA ONE-CALL CENTER AT 1-800-632-4949 AT LEAST 48 HOURS PRIOR o
PIN: 1830000801 .\ / Existing 15" RCP °o w
I 4 �,- " Zoning: CO-RU TO BEGINNING CONSTRUCTION ACTIVITIES.
Owner: Bryant, Marvin & Douglas Existing a� / - RIM=37.70 Use: Vacant o c
Deed Acres: 1.00 AC \ 72" Box ' © ,. ,, �•'}vm �N: 18300017 INV IN=35,97 4.CONTRACTOR SHALL CONFIRM THE LOCATION AND ELEVATIONS OF EXISTING UTILITIES AND IMPROVEMENTS TO BE MET OR o
DB/PG: 1878/0751 11/4 Owner: Cumbee Elise INV OUT=35.53 CROSSED, BY FIELD MEASUREMENT,SUFFICIENTLY AHEAD OF CONSTRUCTION TO PERMIT REVISIONS TO THE PLAN,IF
\ Zoning: CO-RU \ - / Deed Acres: 3.82 AC REVISIONS ARE NECESSARY,DUE TO ACTUAL LOCATION OF EXISTING UTILITIES. -
Use: SF House ,� - DB/PG: 1412/0532
' S i \ Zoning: CO-RU 5. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS
\ \ R = ` Use: Vacant PIN: 1830010308
��1 S 1 u / Owner: Coastal Coon DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.THIS
�l'� L� z REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.
0 Existing �}�' tk'_ 86, >� 7 PIN: 18�00104 / Hunters Association IN
\ Headwall \ �..p g �\ 1 Existing 15" RCP Owner: Cumbee Elise Deed Acres: 1.34 AC
• ��� 7 INV IN=38.53 Deed Acres: 2.60 AC DB/PG: 1444/0846 6. THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM THE
INV=22.75 L i " ' 28 INV OUT=38.45 APPROPRIATE AUTHORITIES BEFORE BEGINNING WORK ON THE PROJECT.
Q \ ,\� DB/PG: 0134/0335 / Zoning: CO-RU
►� � -�- _ " 15'LANDSCAPE IP, Zoning: CO-RU Use:
7. AN ENCROACHMENT PERMIT FROM THE NCDOT DISTRICT ENGINEER'S OFFICE IS REQUIRED PRIOR TO ANY CONSTRUCTION
N 69'16'27" E I • BUFFER ,���. Use: SF House ACTIVITY WITHIN THE NCDOT RIGHT OF WAY.CONTACT THE DISTRICT ENGINEER'S OFFICE AT 910-251-2655 AT LEAST 24
130.09 - » •, '�5�� N 58'18'18" E Existing 16" RCP\�j Ni: \
HOURS PRIOR TO BEGINNING CONSTRUCTION IN THE NCDOT RIGHT OF WAY.
NV IN=34,86 ° Existing 12" RCP
/,,/ 1 10.16' INV OUT=32.13 �� INV IN=39.24 I 8. ALL WORK SHALL CONFORM TO THE LATEST VERSIONS OF THE TOWN OF SHALLOTTE ENGINEERING SPECIFICATIONS AND
�, � PIN: 1830010307
� \�\ `,A I INV OUT=38.76 i \ Owner: Taylor, Charles A STANDARD DETAILS,NCDOT STANDARD SPECIFICATIONS AND DETAILS AND THE NCDENR-LAND QUALITY SECTION'S
Existing 48" RCP ` PIN:Owner:1830010403 \ PIN: 1830010401 ETUX Melinda 'EROSION AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL'AS APPLICABLE. IN THE EVENT OF A CONFLICT
1'g 9-1 40%,\A: : INV IN=25,58 ' Cumbee Elise�" �8 ; t 15'LANDSCAPE iDeed Acres: 0.95 AC BETWEEN THE DRAWINGS AND THESE STANDARDS,THE MORE STRINGENT REQUIREMENT SHALL APPLY AS DETERMINED BY
? INV OUT=25,51 BUFFER Deed Acres: 2.33 AC Owner: Eichorn, Debra
Existin 12" RCP THE ENGINEER. z
Y \ ' Y Deed Acres: 5,00 AC / /
9 DB PG: 1456 1025
PUMP STATION#1 INV IN=38.24 DBPG: ?_190/0837 Zoning: CO-RU o
PIN: 18300;108 �z�,\ Zoning: 00-RU I DB/PG: 1659/0597 9
al
s'" Owner: Bryant, Louise H. INV OUT=38,23 9 I Use: 9. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH THE WORK OF OTHER CONTRACTORS TO AVOID >
�� Deed Acre 2.47 AC 15'LANDSCAPE ` �> Use: Mol !F Home Zoning: CO-RU cK
12" RCP \.I I I Use: Vacant CONFLICT.
%" DB/PG: 0292/0114 F�- BUFFER INV IN=39.37' N IN. \Existing 12" RCP \
MB/PG: 2`S/ 8;-• 4�<, INV OUT=38.91' ` ,« INV IN=37.39 OD 1 0
- - " - co / 0"� EXISTING B-2 - IN �UT=36.75
Zoning: CO RU p �STj .. \; p I I Existing 15" CMP 9'
CONTROLLED Use: SF Home oo� (4, ` 1. Existing 24" CMP INV IN=47,83
'. \,,� INV IN=36.33 9 w
ACCESS .•,✓ •• I I INV OUT=47,82 '
F�f / WET DETENTION �`�%���lr�^� ,� y�/ .� ,. INV OUT=36.13 13*-5.�., �me O
POND#1 ` m
NIP © // ,�% 39�0 r10° \ , -"t-. 1
I
' 41�
Old LWS / \ O 0/1° 41 J
) W
r'
iu
/ \ /
O G 5-1:\ i''''' if
6y r 1�ge w
4
O '°"1 10 12 I �,3 -PUMP STATION#3 1830010301
o�\/� i �♦ VOv �06`\� ID
,9, ,_, L� _ L PIN: 18300103
20 �', , /. \ \ i ,,� - - �� p I Owner: Gore, Dorothy M u,
�- ' ~ . • --_ , C- riDeed Acres: 3.60 AC
� �, / / - 'CU OESl j 38l / I44 I 14 Z
,+ �� :•/ i :��AC'� I L,=, O L„F N3 / f Y \ DB/PG: 1653/0780 N o
; j. �j! '4-CREAT'41 . , . _ • \ 13•7 D r 45 Zoning: CO-RU
PIN: 18300006 , ,, AREA •
Owner: Hewett, SH Heirs �' 0.30 A 1 / G� --1 1 Use:
�� �I Field Sur"ve ed• �i,1,O 2ze3 \ /Y 9 18 li 17 11s6 Li'514]
F / 361 •' 1 46 m h8'� / c'
Deed Acres: 2.47 AC , �I , y- - \ \ •/� / • i / L L/ , /c/ \ Existin~ I��l 1 �< 1�0 �p v/ �I �� r-- N1 �2 (-----
Zoning: \ 3'S1" �-
CO-RU N. / �•ci �C i� , 9_ cc
,� II ✓/ / O `= 4 _°'' � , i <�`fr I I: Wetlands � � 1 <6'4 <6 � � � - - - 'r:�= ,... , N11.3 /� I
\ Use: SF Home �`L�� �� '�,*Jr ,,• �� � �� �- 1�17/ Oc �5 L71 /i/ ,*a;::.� '
�f �i •�I , 2.57 AC 95 ' 106 .A„„ \ 1 400 62
F' 1. ,, �f I �• , . ,_,___,,..,_ \ �,4y/\''',:7\
�/1 26/ (,).6 \ 29 30 131l 1.311 33I 48S OPN / ,,� IIIIIA II4 �j \ / / < 05 r 1 L I �,.,g �• , 0 50 / ��\ © RE 'Li < 1, ��� R S� rl
4 - / ti1� "Lisit51
\N �/ WET DETENTION ♦♦ �Q �s
e,
Q�'/ _ �, Q SPADE ✓�� O,Q 104 �; :-:.:��--�. 9.1 M V/ POND#3 ,��.. N • O�
O GP , , < - O < . . 3:89~AC , , c " BUILDING / �'Q �. �- ! rS 53\ I SS
�� SETBACKS - - • •
��A y0� \�� %� 56 55 4 \ x �. 1
r 1 \ �P • . .. _ . ,. „ < • _ . . _ .. _ .. - Q. t . PER / �� AREA C 6 ,.9 '� �'99 \ - ' j- '"
PiiN: 1830000501 �� ZONING P,/ 089,A ;- \ 1 xit"--� ET]16:)1 8Owner. Hewett, �H Heirs Field Surveyed »s= r
/ m 'ist /O C 88 101 �� r> \64 I63 62I ;� •
• Existing �. 11,7. m.5 9 OP °ice, /'."._.- - [591,...5.8-\\T
_ / •N '.� �-r ,,.
Deed Acres: 83.29 AC /�� w tlands e m m ,
Wetland"s 126 a ` 'Q 87 ` 00� p��i /,, C� Q��DB/l G: 0034/0482 . , . . . OPEN - / Q Zonin CO-RU `L W.ET.DETENTION 5:42 AC~ SPACE - `.®� -/ /� X �¢I. 1 AC G,0 , ~ . ,OPEN - i °� I
/�' 1118 J �O �68 �` I ice, yFS N �°�,
Use: Warehouse ��'` \ . POND.#2 . - 6.30 AC 1L3 / - o SPACE 86 �O� I Coch p erw S r
1.14
PIN 183C301 C)302' �ii TAR N ♦%
120 ---� _, xisting Owl �l 02 AC- •� �� 7 �'\�jKK ._ WET DETENTION Owner: ran,Chrasto h I I ����II11111����,
/ `'- «- --' ,� 119 113Wetlands - G Field. Surveyed , - I \,i POND#4
- 7 'ECREATION �v _ U ,°„ J - . .. .. xi. _ - _ a -
•..sr�
�., „<,_," ��I ` [1127/111 a -Existin DB PGc 196T 0827C7 _ Deed
1
N47'46'58"E /: ~ ~ , ` ° . AREA 128 l� m°s. ~0.20 �C Wetland / 84 / Zoning:, CO-RU_ ' I
✓'-- �, - , . ._ 74 AC ��COLLECTOR ROAD A_ ., \ ♦ \/2 '
52,28' - 0 _ - 3,06 83 v
/ ,��r �� ` /� ° i r% ?: -� 74\�' _ Use: Mobile Home
♦ •�, 10� • � < 81 x I I
/ , 'r(►+ � t , ^ r \\ 1331 11�" I141 �0�75 , I
Old ,���i`♦ �+ ,� �►\ \ I yT��1/ iE� 13'f`� �\ �6',\ ,,,s, �.,._ OPEN i `.°°,� 1� 8� /j � j ' 1
�� �( " , ` ` SPACE \`-- t I
�, �. ' �/1�! "` i• ,a 1�5 ��' Y 35 0 67 AC 140 , J - ,i ,
� �♦ / 'Mtn
i, _� 1 s;6��^ �'o TING --' 1 _ , , . _ ° I
•
vry ,'°� w'� , / ,,©,I '*I!1�� �g 7a 136 ' 39 R �, i Field ,Surveyed • < I 1 3
\ � Q Existing- / /9 \_ 01 a .. ��♦♦��� ���� � 4 13 138\ ,yy� /45 ,.. ` .
/ . C I - PIN: 1830010502 'I
71 Wetlan I Owner: SNUG HARBOR DEVELOPMENT, 4lIC
N59'S1'30"\N _ (5 „„� ., W TDETENTION ._.
$� �. _ b�'1 ` POND#5 Deed Acres: 19,14 AC I in
182.57- I ,,, /9 i 146 / i i < < 1. -
:r , Cip , ., .1 147 / o
r� �s ��� ti ��, / � I DB/PG: 5222//326 II
PUMP STATION#2 Sf .?� ii.t►. �r ' /\ / J \ 1.
Zoning. CO-RU
�� M�H� ��� � ��I(� m� ��� 16 15 149 \_1.4 .'"/ /// Tract°2 1 I _ „ _�� 1��� �//7y !isr i � PIN: 183001050 \ I I
OWNER PE
A� ��� ����� �,� � Owner: SNUG HARBOR DEVELOPMENT, LLC
"Vol. - *1 161 , is r.. • , . Deed_Acres: 160.80 AC - - - _ x - - - . -
NER / DEVELOPER
� � v `� CUMBEE RD.
�' .",_, / / r' DB PG: 5222 1326 \
s\ ©�� 0 162 • /%� - , „ . _ / I I� PARTNERS,RS LLC
� ✓ 0.58 AC • /j Zoning: CO`-RU` i
\ EXISTING R-10 ;i I
94. i Use: Vacant a m
os �� �� 172� �;o �16 /! �, g I 7616 HAWK ROAD
183 •18 ✓74 �� WILMINGTON, NC 28411
. „ „ „
�� l _ Field Surveyed. S�� G 4 „, „ , , „ ,. �~ I I [phone]
1,...3 180� 761 _§1 ' W tl d ``'\< I I CONTACT: ADAM LISK
5 OPEN �,� I o ,� 18�z. \ �O 7 SPACE /
1 `. 38.64 AC . <
.-6•• 188 % -->• \-,v-, I- ---1_ re • - - - -- --S,-, - - - • - - - ' ' ' ' " " ' ' ') . \ ' ' - ' / -' . - . . -\
0
, ,. , „ „ _ „ . . „
, , 189 "/' ''' / 6
a 976♦ �• / -- . f _ 575 9�- J
* !�t � � SITE PLANS
Ln APproxirnate r
_d 191 ;`\ �,` i Eris ng S89'08'51"W
2 Wetlrnds" . , , �. g
<,� ' . 34.7 AG �, i OVERALL SITE
,_: % , ,. . . , ,. . / 3 PIN: 18300085 PLAN
�4/ 41, Owner: Robinson, Harold C Etux Selene R
n,,.
„ i, �n Deed Acres: 40.86 AC 200 0 200 400
L• _ / '2 DB/PG: 1386/0760 GRAPHIC SCALE
\ SEA WYNDE
o Old I I Zoning: CO-RU
Axle inn !nPLANTATION PHASE
I , ( •
- -- -- -- -- CUMBEE ROAD & N.C. 17 '
TOWN OF SHALLOTTE
O DENSITY/OPEN SPACE(R-7):
LOCKWOOD FOLLY TOWNSHIP
m-biC''',7:-,
BRUNSWICK COUNTY,
MAXIMUM DENSITY PERMITTED:
-° 7000 SF,FIRST DWELLING NORTH CAROLINA
co 3,000 SF,EACH ADDITIONAL DWELLING HORZ.SCALE: 1"=200'
r_..�
GROSS DENSITY:
(92.03 ACRES)= 1,333 UNITS PERMITTED LOT REQUIREMENTS/BUILDING SETBACKS (R 7): OWNER\DEVELOPER: DESIGNEDERT.SCALE:
CUMBEE ROAD PARTNERS,LLC BY: SCH
NET DENSITY: MIN.LOT FRONTAGE=60' 7616 HAWK ROAD
,,; MIN. FRONT YARD SETBACK=25' WILMINGTON, NC 28411 DRAWN BY: MHH
92.03 TOTAL ACRES DENSITY/OPEN SPACE(R-10):
18.86 ACRES WETLANDS MIN.SIDE YARD SETBACK=8 [phone] CHECKED BY:
SITE DATA TABLE: 14.00 ACRES RIGHT OF WAYS MAXIMUM DENSITY PERMITTED: MIN,REAR YARD SETBACK=20'
H
c (59.17 ACRES)=856 UNITS PERMITTED 10,000 SF/LOT(4.356 UNITS/ACRE) CUL-DE-SAC LOTS: ENGINEER: DATE: 04-25-2007
G PROJECT:SEA WYNDE PLANTATION-PHASE I MIN.LOT FRONTAGE=40'(AT RAN) TRIGON ENGINEERING CONSULTANTS INC.
DENSITY PROVIDED: GROSS DENSITY: 313 GALLIMORE DAIRY ROAD PROJECT NUMBER: 038 06-007
SITE INFORMATION: MULTIFAMILY(TOWNHOMES):98 (311.97 ACRES)= 1,358 UNITS PERMITTED PARKING: GREENSBORO,NC 27409
SINGLE FAMILY LOTS: 187 MAXIMUM BUILDING HEIGHT=40'
REQUIRED:2 SPACES/TOWNHOUSE UNIT PH(336)668-0093 DRAWING
L. LOCATION: BRUNSWICK COUNTY, NC TOTAL=285 UNITS NET DENSITY: FAX[phone]
TOTAL DEED ACRES:110.26 AC. 311,97 TOTAL ACRES BUILDING SETBACKS(R-10):
MIN.LOT FRONTAGE=75' HOUSING UNITS:
PARCEL NUMB:04R_OB:5_2,
OPEN SPACE REQUIRED:(PRD) 101,00 APPROXIMATE ACRES WETLANDS MIN,FRONT YARD SETBACK=30' TOWNHOUSE UNITS=98
1. 183001 DB/PG 2075/1127, 110.26 AC. 15%OF GROSS ACREAGE=13.80 ACRES 52.00 APPROXIMATE ACRES RIGHT OF WAYS 2 SPACES/UNIT= 196 REQUIRED SPACES
ZONING INFORATION: 25%OF 13.80 ACRES MUST BE USED FOR (158.97)=APPROXIMATELY 692 UNITS PERMITTED MIN.SIDE YARD SETBACK=8c .3 . 0
L PARCEL ,R 7 RECREATIONAL SPACE(3.45 ACRES) MIN. REAR YARD SETBACK=20' PROVIDED:205 SPACES(INCLUDING 1 SPACE IN FRONT OF EACH UNIT) SURVEYOR:
6 PROPOSED USE: OPEN SPACE REQUIRED: 22 ADDITIONAL SPACES FOR FUTURE RECREATION AREA
BOBBY M.LONG AND ASSOCIATES
RETAIL(B-2)-18.86 ACRES OPEN SPACE PROVIDED: 15%OF GROSS ACREAGE=46.79 ACRES CUL-DE-SAC LOTS: PO BOX 1117
RESIDENTIAL(R-7)-91.40 ACRES 21%OF GROSS ACREAGE 23.62 ACRES 25%OF 46.79 ACRES MUST BE USED FOR MIN. LOT FRONTAGE=40'(AT RAN) PHALLOTTE,NC 28459-1417
RESIDENTIAL(R-10)-311.90 ACRES 28%RECREATION SPACE 3.96 ACRES RECREATIONAL SPACE(11.70 ACRES) PH(910)754-6300 l
MAXIMUM BUILDING HEIGHT=40' FAX[phone] /

Zoning: CO-RU S I�
Use: SF Home \\
INV
''- l Jai - .\ t
ROADWAY ALIGNMENT LINE TABLE \ €xs \ �\
�� Ixist
�•F V1
�� OHO / / \ : VALIGNMENT LINE LENGTH BEARING V
L1 102.40 S29°58'10"W ,a1--' ° / �o `."L2 856.47 S40°48'04"W � 5'SIDEWALK ? \ \f 11'FROM B.O.C. y> � TRICONCOLLECTOR RD "A„ L3 239.16 N82°56'09"W \.\" / / (TYP) OL4 88.71 S47a36'16"W \ / / �'� •tij �, - TRIGON ENGINEERING CONSULTANTS INC.
L5 113.65 S42 23 44 E - / °� / N /� •��"R28' ) 313 GALLIMORE DAIRY ROAD
L6 30.00 S47°36'16°W / WET DETENTION �i \ stg, ya / \ p ^) GREENSBORO,NC 27409
COLLECTOR RD "B" L7 462.96 N42°23'44"W NI01 ® POND#1 Eo �\ gyp. / 169-___
5'SIDEWALK L PHONE: [phone] FAX: [phone]
L8 48.44 N34 26 52 W LWS // / / S BAR to<?� \ ' I' (TYP.) ^ryR R. `� T FROM B ��?L9 267.79 N49°11'S6"W / NMINOR RD "F" L10 232.43 N49°11'56"W cct / \ ti �P o
L11 18.00 N49°11'56"W •/ • /
\R9 • / o w
A S\gyp' -°o R. Q
/ 771.."'
Ni;
WcO \ / 2j6+ 1p'' x / oL12 171.14 S02°15'S0"E \\//
MINOR RD "G" L13 214.01 S02°15'50"E 'SIDEV�ALPK / s-• iy IWIr Z , /
L14 141.11 SOO°51'25"W / � '
L15 51.23 N28°34'25"E73 / � :- _ ao �'' //
•
'. RZ'
L16 472.02 N55°33'08"E _ \
N
\ R28' •_• �
15'LANDSCAPE BUFFER !� /
L17 291.36 S89°08'35"E (TYP) l4 A 1
41,MINOR RD "H" L18 64.48 N71°48'28"E �♦ � ��••� 16 �- �2� �� OP \L19 113.08 N71°48'28"E 5'SIDEWALK � � � " - "L20 121.43 N72°39'48"E ♦ - -TYP.( ) �♦�♦ • RECREATIO ! ao rn ,,,/ // \'.
L21 51.23 S87°16'58"E ����� �� AREA x d CV
°' .� O 110 'L22 100.00 N34°26'S2"W :v ���a- �� oo " O.�! O ' / „ .�
MINOR RD "I" L23 64.22 N34°26'S2"W �S`1� #/jr, �, \ 'ield�Surveyed �� Reg 109 >° o\/ / ♦ •: Existing mtL24 293.21 N49 11 56 W �o� R 6 ��� �t\ • Wetlands •
93 \ /
.1%
L25 116.33 S07°03'51"W " 2.57 AC -4p#
1�
° �g ♦♦�t\ • �`�•♦♦ t� R62' �j ��� R62' 108 0
L26 170.49 N27 27 46 W \ / R `t .. t ✓/ �,
L27 286.96 N18 1745E PIN: 18300006 #7,4,
t 1• 107MINOR RD J N01°54'59"W Owner: Hewett, SH Heirs ��'� � " R2-9L28 77.06 i ". 1 , , \5 \A
° „ Deed Acres. 2.47 AC 4194r
,L29 189.33 N40 48 04 E ', \ 1Zoning: CO-RU • �.• � » . � ., ». .. » µ .. ,, "� •� '�. \L30 74.00 N40°48'04"E Use: SF Home �� l 5'SIDEWALK . O OP N R" I6 �/ 9146.27 N14°38'14"E 92 v,WL31 / (TYP.) R3 O SPACEMINOR RD �K, ° / ». L .. . - _�. .R3, . Q / »• ., 3.89AC ,• 6• \ 2!j
L32 8.61 N49 11 56 W J O ,�, �/ o
L33 111.79 S75 33 46 E - - " _ - �* � >
o i 91 ��.p 97
CUL-DE-SAC "AA" \ Q� O j / ,R•Ai'
L34 27.94 N82°48'58"E 5'SIDEWALK = ►!• O /
w
9
\ 11'FROM B.O.C. W, / /\ • Q 0 :9_A •�� 90 0/ 9£
CUL-DE-SAC "BB" L35 123.98 N04°29'56"E (TYP:) �.
\ , '4/1*/ 4 - \
,_ .
,...._ ....,-----
M s. ..» .. .. ..Field Surveyed ". " " .. -. - .. " /I. 5'SIDEWALK /7t4 Q- �.'.
\,
\ I c�
O 8s\/ / \
�/ Existin / 11'FROM B.O.C. G'� , \ 'g (TYP.) : `�♦ V co u-; v ri c.i O
/ Wetlands" \: ing W�.tlands \/ " _ KK z
" ". ., 5.42 AC ,,. 117 \_1:
11 0.21 A6( 00�'
88
• / OPEN 126 / /'‘\'
i24 1 I h / ` .. �... _.__ ' /•
/
SPACE / 00
/ t 5'SIDEWALK / .. .. - .. ..
PIN: 1830000501 O 6.30 AC \/ :,, * S
87
Owner: Hewett, SH Heirs •0 \;�• U 7'FROM B.O.C. µ OPEN ra ��
Deed Acres: 83.29 AC 4> / 118111( fin' 114
(TYP.) SPACE
4.02 AC " \/ I I
DB/PG: 0034/0482 / _ /�23 ,' / J -L. _ - �Thj I \`', 86
Zoning: CO-RU / \ - " 1�J ! / 1120 .�,,- :stion.g. !etlands - �..; \ \ ,`►►ill 111ii,
Use: Warehouse \v,
/� Lb �'-.... "`- / _ I /121 11911
�' 113 - II/Ex 20 AC' / Field Surveyed ®� / •��°,,c, A �',,,i
. i
,� "�� RE AREAION I i _� C Existing> 85 R I
•3 ,,•. �/ g / .. µimilwii_l_
- w .. " 0.74 AC I 122 \,
i4 �� " Wetld �." i Li
f/ /
/ c°:-/- WET DETENTION 128 r 1 /� / / 84 e 1
'
5 SIDEWALK \ \ �+ ROA Q -� .. _ / 2
! 5'SIDEWALK 7'FROM B.O.C. '") •,,:, O�U CTOR " \ �� .`` C�C ti •/ Vjlp?„-"/ 5'SIDEWALK ', L3 ,. \ ii G •'
TYP N •6130k)
(TYP.) " 8- / V
\ 1)29 :
/ �- 5'SIDEWALK
t 7 t ,2)/tits ....‘„,_ 73 ,, ,...,./
1
. - /\ x
6 fi�/ ♦` TYP. 1 w w • 141 :,
Dc % �,,-/ +j � I (TYP.) ` �8 �, 1333 \--13-4)-'
142 - S1 \:,
jo,
5 'rr� - ` v \ ,� I' LLtt''viiii
131 zZ:' 711 ' c ?.. •132 OPEN / j 41 I / \\� �o\ 75
/7\
/ Axle 73 i;; �� ��. �� � ��. t I ,, ) il/ ' ' - \ 8°
�� �� 'N ,/ ��� / 9` i �2� '. .
82 \p \�♦v ; I " �� �QiB. •�- \ �/�» s �1 11 5'SIDEWALK 1 h Q�B y ` 140 ROM B.O.C. I ik �� �._ 1 v
,,
5j, i� I � __ 55 135II
F di
:: - S♦♦♦♦♦♦♦♦� +� �� �' � V I „� " (TYP.) N w w W
t ,q' '►'� It �t156S' 'i _ _ ^ /j. dI f-NNNN)
PUMP \Ii �� 1 a
STATION#2 01 \o ♦ 1 /
Axle ,♦ '' tat
�r 7/t.'
v \ \ /
136 139 / 'R•A •► Field Surveyed 1
\ ,y " f Y Existih," �% /15/ 154N r �7 • g jMWET DETENTION
5'SIDEWALK \ j 5'SIDEWALKVC: / 4 Wetlands
(TYP.) ' (TYP.) / ' 145 " _ . 79 POND#5
\LI3_8___ \\ 4-18'
75'SIDEWALK Ft18/�- 158 ,\` \ t /:, iii:
`_ __ _____//______,__ •153 \\'. \� \ _ ,
(TYP.) / " `• ( 1; ' 146 ,,,
\ , , ' -„,...___ - NER / DEVELO1 - 52 / CUMBEE RD.
rPER
� 159 1
g i
SITE NOTES: ,;b I ��=�� � - m II* m 147 ( PARTNERS, LLC
1. ALL RADII IN PARKING AREAS ARE 3 UNLESS NOTED OTHERWISE. Q \ �,,,' ' . w / 151 > m I f
2. ALL RADII ARE DIMENSIONED TO BACK OF CURB. 7TD. �,:'', � �, �� t 160 \ 7616 HAWK ROAD
3. ADDITIONAL DEED RESTRICTIONS WILL BE REQUIRED FOR ALL LOTS • A. Tract 2 4, A: ., ._.
11"
�' iiiirniir �h \ �.� - " / I 149 _ % PIN: 1830010501
REGARDING THE BUILDING RESTRICTIONS AND MAINTENANCE �'I 8' Q L 150 W I LM I N GTO N, Pv C 2841 1
A-• �,± it �8. ���w' l r Owner: SNUG HARBOR DEVELOPMENT, LLC
OBLIGATIONS OF THE HOMEOWNERS AND THE HOMEOWNERS /yMilf �� �•_, n �. _� / Deed Pcres 1 F0.80 ACC
ASSOCIATION REGARDING THE WET DETENTION PONDS AND THE rit �' J ` 910 352-0634
/ >/,.,,..,..
" 5'SIDEWALK DB/PG: 5222/1326
�_ PROTECTION OF WETLAND AREAS. \ \ •^ ,a, h 161 �,,� 11'FROM B.O.C. Zoning: CO-RU CONTACT: ADAM LISK
r� w / " (TYP.) , Use: Vacat �:
7E• l• ;-
alb
0 \ \ ifill /\172 /°< / \
F \ - ,, __ „. , 0. , .. - . `1").
\
ROADWAY ALIGNMENT CURVE TABLE / //P
`s-) ALIGNMENT CURVE LENGTH RADIUS TANGENT CHORD CHORD BEARING X ,al/ t Z .
�� O / " .- - " ,. " _ . ". .� � .. .. 'CI' , . . L... A, ., A, .L A, LL, ..... SITE PLANS
C1 111.54 590.00 55.94 111.37 N35°23'07"E \' �- ` 173 > ` o .7
C2 314.23 320.00 171.09 301.76 N68°55'58"E \1i f- 5'SIDEWALK 9 \.,
164 _ _ 4 M / .r 83 J \7'FROM B.O.C.174 ` 1 SITE I.PLAN 1
1 C3 517.94 600.00 276.35 502.01 S72°20'04"W 3' 182 \(TYP.) > i -
COLLECTOR RD "A" ///
C4 138.95 230.00 71.67 136.85 S30°17'49"W N 184 \v' C 165 -\ ( 10 0 SCALE)
\
C5 222.33 230.00 120.71 213.77 S14°42'11"E / Field Surveyed
\ \ V 175 J Existing - » .. W _ » _ " .. a " ,. 1
n C6 361.28 230.00 230.00 325.27 NO2°36'16"E 181 \ WetlandsX ". '. .s.. ..°
o COLLECTOR RD "B" C7 69.71 350.00 34.97 69.59 N36°41'24"W \ \ �2a / 166 " 6:78 AC " " - SEA WYNDE
1851 O 180V__
MINOR RD "F" C8 151.38 588.00 76.11 150.96 N41°49'24"W O 176\\
a " - I .. C ,,, .. .. PLANTATION - PHASE
MINOR RD "G" C9 16.89 310.00 8.44 16.88 NOO°42'13"W �� l ,C� \ \ �1 6/� _
C10 5.83 40.00 2.92 5.82 S32°44'49"W �186 O 1i7s \ CO I OPEN 1' ..z.. �..:. ,w ' CUMBEE ROAD $ N. . 1
\ / ? 'Q,A \ 167 SPACE « ,. N.C. 7
u C11 97.55 300.00 49.21 97.13 S46°14'11"W / O \ L777 / 38.64 AC TOWN OF SHALLOT T E
- MINOR RD "H" C12 308.09 500.00 159.11 303.24 S73°12'16"W SSA -90 �\\/// ' J - - - °'� - •
LOCKWOOD FOLLY TOWNSHIP
° S•R \7 ) <5,/\ / rs" µ �,,/ M " " BRUNSWICK COUNTY,
C13 166.24 500.00 83.89 165.47 N81 1956E / -I NORTH CAROLINA
C14 14.00 40.00 7.07 13.93 S82°41'25"W \ 18s 178 168 i "��$
\ ,1 �,�j � HORZ.SCALE: 1"=100'
o MINOR RD "I" I
15 128.73 I
00.00 64.72 128.37 N41°49'24"W-16 583.97 30.00 740.10 439.28 N79°48'03"E ss< I
17 183.69 30.00 97.06 178.84 SO4°35'01°E 5SIDEWALK / "�` � ri, SCH
MINOR RD J 18 112.89 20.00 57.04 112.30 N08°11'23"E 7'FROM B.O.C.--/ \ / /", '• • - f
a (TYP.) 190 \ •A .. .. ✓. . _ _ ,. .W. . ,.. , .n .. ». ,. a ". .. . . ,. 4, s. ,. ». A. I DRAWN BY: MHH
a C19 171.48 230.00 89.95 167.54 S19°26'32"W \ `o `�` 2,)70 '2 'C " \ CHECKED BY: SCH
a C20 116.58 230.00 59.57 115.34 SOO°06'59"W \ • > Approximate Existing
o MINOR RD "K" 27 .54 250.00 155.72 264.35 N17°1 1"W \ \ \1 \ Wetlands µ \ \\
C21 8 6 5 > /� 34.79 AC DATE: 04-25-2007
C22 338.76 320.00 187.20 323.16 S74°06'37"W \� 171 , . » », .. PROJECT NUMBER: 038-06-007
D CUL-DE-SAC "AA" / / . •" "" �`
E C23 150.94 400.00 76.38 150.05 S86°22'24"E 192 > " I ,,
, \ // GRAPHIC-SCALE DRAWING
\\/ / 100 0 100 200 .. •
1�? 193 > '
5'SIDEWALK \e 194 /. �\
c _3 , 1
7'FROM B.O.C. \
0 N. , ». .. ». », .
(TYP.) � l
....,.. ___,....}

.. �, ,-. RIM=37.70 l
INV OUT=397 r
INV OUT=3 - - EXISTING ROADWAY ALIGNMENT LINE TABLE
\ „..
�- v \:, -
WATER MAIN SITE NOTES: ALIGNMENT LINE LENGTH BEARING
�, 1. ALL RADII IN PARKING AREAS ARE 3'UNLESS NOTED OTHERWISE. , „
\,- PIN: 18300017 L1 102.40 S29 5810 W
,' \, ("\-1`,J -..- -..aCum 2. ALL RADII ARE DIMENSIONED TO BACK OF CURB.
,/ • '-C "--- f i Owner res: 3. Elise 3. ADDITIONAL DEED RESTRICTIONS WILL BE REQUIRED FOR ALL LOTS L2 856.47 S40°48'04"W7AiA
Deed Acres: 3.82 AC
DB/PG: 1412/0532 REGARDING THE BUILDING RESTRICTIONS AND MAINTENANCE L3 239.16 N82°56'09"W
�r.J Zoning: CO-RU OBLIGATIONS OF THE HOMEOWNERS AND THE HOMEOWNERS COLLECTOR RD "A"
--- i \•N l• % ASSOCIATION REGARDING THE WET DETENTION PONDS AND THE L4 88.71 S47°36'16"W
___ Use: Vacant
- ` ' \ PROTECTION OF WETLAND AREAS. L5 113.65 S42°23'44'E I ICI I
�,/ Existing 16" RCP
�`. INV IN=34.86
L6 30.00 S47°36'16"W I'l
i \ INV OUT=32.13
r, \ COLLECTOR RD "B" L7 462.96 N42°23'44"W 'I TRIGON ENGINEERING CONSULTANTS, INC.
-'' - 3, N
�� ��. �.\ ., L8 48.44 N34°26'52"W ,41)-
le
313 GALLIMORE DAIRY ROAD
L9 267.79 N49°11'56"W ' PHONE:[phone] FAX [phone]
� �' �� ,. ..• - , v�- � � � �� `` / / MINOR RD "F" L10 232.43 N49°11'56"W �
P i" � ~_____ / / / L11 18.00 N49°11'56"W f
- � \C� _0 r � / \ PIN: 18300104 PIN: 1830010406 /
P, �/j. Owner: Cu.mbee Elise L12 171.14 S02°15'50"E li� N.
7 Owner: Cumbee Elise /
`' Deed Acres: 2.60 AC /
�\ Deed Acres: 6.80 AC MINOR RD "G" L13 214.01 S02°15'50"E o
DB/PG: 0134/0335 DB/PG: 0134/0335 / N
®� Zoning: CO-RU / L14 141.11 S00°51'25"W o c
\� Zoning: CO-RU / o
\��' . Use: SF HousecrS
/ L15 51.23 N28°34'25"E
got Use: Vacant r" L16 472.02 N55°33'08"E
-
/ \ ! Existing15" RCP
��\UOj �' INV IN 38.53 \ L17 291.36 S89°08'35"E
�. INV OUT=38.45
•
MINOR RD "H" L18 64.48 N71°48'28"E
S \ \ L19 113.08 N71°48'28"E
Existing 48" RCP \
fisting INV IN=25.58 I \
L20L1 121.43
S87°16'58"E
INV OUT=25.51 \
a�Z21�5 L22 100.00 N34°26'52"W
• \\ \\\ Existing 12" RCP 1 \ MINOR RD "I" L23 64.22 N34°26'52"W
INV IN=39.24 L24 293.21 N49°11'56"W
\� \ \ �,, INV OUT=38.76 PIN: 1830010403 I I L25 116.33 S07°03151"W
MP _
TION#1 (� \ Deed rAcres:b2 33 Elise
Existing 12" RCP L26 170.49 N27°27'46"W
\ \ DB/PG: 2190/0837 I I L27 286.96 N18°17'45"E
MINOR RD "J" z
INV IN=39.37 Zoning: CO-RU I I \
L28 77.06 N01°54'59"W a
INV OUT=38.91' Existing 12" RCP Use: Mobile Home
\;..• ti, \ INV IN=38.24
L29 189.33 N40°48'04"E
Lu
INV OUT=38.23 I I I L30 74.00 N40°48'04"E
\ \� \ L31 146.27 N14°38'14"E
N \ 0› Existing 12" RCP MINOR RD "K"
<i V \- w ' ' INV IN=37.39 I I PIN: 1830010401 \ L32 8.61 N49°11'56"W
\ \. ` INV OUT=36.75 3 111.79 S75°33'46E
Owner: Eichorn, Debra CUL-DE-SAC "AA"
\ •` I I Deed Acres: 5.00 AC I L34 27.94 N82°48'58E u)
0
\'''' \ \ Existing 24" CMP DB/PG: 1659/0597 CUL-DE-SAC BB L35 123.98 N04°29'56"E
Lu
��
t INV IN=36.33 I Zoning: CO-RU
e, • - ` INV OUT=36.13 Use: Vacant I
\ Existing 15" CMP I z
o� ,HIS ' r \ INV IN=47.83
/ Ow
I I INV OUT=47.82
rql,tql \ - W32 g9,
^� NN.
R28•:,47 rbC)0 / N � 41*
13 34 re
/../.., .40•
\ R0. \ 5'SIDEWALK V
�S FOR ��o \ T FROM B.O.C. i
r1 ' i1 1
„ c, -7
111:
764
i /
\ �sr / PIN. 183 . )10307
/ // N \ Owne : Taylor, Charles A �� N C A i�
\ SST o� N ^ , .,--\-\/ \� i r� N3 _ c �� 40 L421 ETX Melinda ��• •' SS ' •
\ A� ? j 4 5 s N 1 F_y. ! 8�- '�� � Deed Acres: 0.95 AC
�/ i ` _ /�''- DB/PG: 1456/1025 I
/..., 3 j / 7, I 11 --,
•
_ G- \ 7 ITNI
Zanin . CO-R U
/ \ e. / 8 9 [--
10 �2 39 I I Use: g 26 28
I '•.R\ R28' .�� L > _� O ', ! PIN: 1830010308 . ' 2
L� �.
\ �' ` C 7) I Owner: Coastal Coon Hunters �i C� G 7 N E.. :minQ' L'OE.S,gCI `�� v / '► -1 cn I Association IN ,�ii�STER1�0♦�Q �x 38 D 44 o I Deed Acres: 1.34 AC14,4 ���//I111111♦♦♦,,
- NQ' I, 0 DB/PG: 1444/0846
�, \ QO s\ / -J O I Zoning: CO-RU
\ \. orO� _ 23 34 --1 N• i Use:
, x N. m rC lvG 1110 / N21 37 I L4,1 rn �' I
w .v ,_ le Q� R28'' Ilk N \ 26' /// PUMP.,��% G 109 > 19 /� ----# 14 -I STATION#3 I /
ield'Surveyed� R28' 23 16 15 46
Existing 93 V / /% 18 17 3-f �� 8,�
Wetlands ://68
:11,5,1t
11 R62' \ 108 > \ !\�5'SIDEWALK I 5'SIDEWALK 2� \
2;57 AC 2' �� /2411 FROM B.O.C.-•J I 11'FROM B.O.C. Nl 1• g WETIDETENTION
�4 \ \ TYP. f3 25 FOND#3
�� . 1 > v / . (TYP.) - - - - - ' 35 Hi ( ) /'i j
�2a \/ /95 > \N/1°7 / \4 0 illrr 25 J �� I L J i . ! I I/
r��'r� 106 > 'Q � ' 26 30 I � � � ROP � /37. -
\ 29 31 32 33 I ��N�R ♦ ~
R. .- • a � V /96.
. .._._._.. ... ..__ � 0,9 - �, � \ 28 34 I � 48 N
oP E 92 N 105 >//%\ ,� \I// \ -J -J -J ,��� 5o OWNER / DEVELOPER
SP AC a... '.' 21j� / 5'SIDEWALK .A' �S \.
/ Q 97 11'FROM B.O.C. 104 \ 27 52 CUMBEE RD.
A 91 > ',A \ �, I \ - /'� / PARTNERS, LLC
/..,,s79 • ♦ /90 > 98 103 ) cv / 54 \ 53 -----\- 011g \
` I 7616 HAWK ROAD
. 1 Q- ♦� \, / i -- 55
WILMINGTON, NC 28411
1 Ili
ALK li o� S9> s9 /� 'xle .,. I [phone]
:.O.C. 116 /0",
v 102 6" �, \ 63-1 6261 60 ITYP.) �'` 59 CONTACT; ADAM LISK
-d M Ing V�etlandS ♦ 88 \ - - , ,,„ .,_ .<. a :„. ,a: .. ,a ..117 0.21 AS • / \ /\\ 01 /' \n 11 / -� N / WET DETENTION - _/' \ \ / I PIN: 1830010302
m / I 5'SIDEWALK / - • • • * 87 100 �/ OPQ \ POND#4 \ `i T
! 7'FROM B.O.C.- OPEN .� 68 • r % 5'SIDEWALK Owner: Cochran(,
ti U I KK - SPACE "' ' , cb� - 11'FROM B.O.C. Deed Acres: }�16
o �18 Q 114 • / (NP') / 4.02 AC •. cv
��O (TYP.) I DB/PG: 1967/08
n I I o I - _ __..- ��` `\„
86 V� 69 _ I zing: co-Ru SITE PLANS
_ . _: 7-- Existing Wetlands f • .. ,. . " _ _ _ .�\ \ - \ 4\
,2
v Use: Mobile Hom
20 I - I 0.20 AC ; / ' 70 .�. >g ,. ,:, .. _. V. V. .� - V. V. V. V.
N 119 ,,, I U / / f Field Surveyed
i 113 .� Existing" . ; 85 R 8' I -' SITE PLAN 2
L , J � �
_ �� Wetlands . 71
- _ �; 3.06C • / \ 2 ROADWAY ALIGNMENT CURVE TABLE I ( 100 SCALEp A - ' 84 �/ 72 /
9 TOR ROA p _ .<. mmewo . ALIGNMENT CURVE LENGTH RADIUS TANGENT CHORD CHORD BEARING «, / I
----- ., __ ------ L3 -• G2 1 \ \ / \r• Cl 111.54 590.00 55.94 111.37 N35°23'07"E SEA WYN D E
i - s2 « C2 314.23 320.00 171.09 301.76 N68°55'S8"E « i I PLANTATION - PHASE I
a \,\ 74 C3 517.94 600.00 276.35 502.01 S72°20'04"W- R NI fr
81 p COLLECTOR RDA ° „
\23-4) I 141 � / C4 138.95 230.00 71.67 136.85 S30 17 49 W
/ 142 r� / �\ /i- o\.& 75 - V .. ..` '«< C5 222.33 230.00 120.71 213.77 S14°42'11"E ., ., CUMBEE ROAD & N.C. 17
OPEN 143 • / TOWN OF SHALLOTTE
SPACE w 80 > C6 361.28 230.00 230.00 325.27 NO2°36'16"E I
1 0.67 AC c28 ., ,� ° „ . .. ,. .. LOCKWOOD FOLLY TOWNSHIP
n -`� m . ., 5 SIDEWALK a ,, ^� COLLECTOR RD "B" C7 69.71 350.00 34.97 69.59 N36 41 24 W BRUNSWICK COUNTY,
9 140 11'FROM B.O.C. �_. v MINOR RD"F" C8 151.38 588.00 76.11 150.96 N41°49'24"W I NORTH CAROLINA
- -
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n_ _ / ' / ' ' i ` • \ ( C14 14.00 40.00 7.07 13.93 S82°41'25"W Owner: Brunswick Ti CHECKED BY: SCH
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I\ �. i — \ DATE: 04-25-2007
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P-50'.06 / T P 4,. iWILMINGTON, NC 28411
• A ,- // / / �. -INV IN 40.63(NE) \\N' 'N
. / \,PAD ELEV.: \ I t INV IN-43.59(SV1� �� \\ INV OU/, / % li/O / » �/ �`. s i I IN= - \ 1 [phone]
48.5 f \ \ INV OUT=40.53A4 IN •-.83
\liiil \I__ ---
r' I PAD ELEV: Ekistin 6tlands 7 `� , / \
gg / PAD ELEV,.: �r \ PAD ELEV.: � ; CONTACT. ADAM LISK
/
.. ---- ---- /1-- <-4 -- --
i -- -„,_
48.5 0'21 AC / f > 451.0 oaI' • ,GQ°� t 51.5 l �� c�j,
-------. /,40 . '''" /
_ 1 / y
• f CI-120 / PAD ELEV: PAD ELEV: \\\ //
• / 7 TOP=48.70 51.5 52.5 \\ ,2
n7:72.„
\ \ \ INV IN=38.3A(NE) OPEN \1 130
/- ii")‘,..... °�°I 27_ \ \ 1;-'�"+ INV IN 42.87(SE) I� I SPACE /=5t.16 _ - -- 79:400S
SITE PLANS
TOP= BUILDING SETE3ACKS \ / •UT=4..t: \/ U = . �` INV OU =37.84 CI-140 4.02 AC I \'! ® / PAD ELEV: \) / �`� INVI1� 43014PER DEVELOPMENT ORDINANCE / \ GRADING PLAN 4
• CI-1t° 49.0 ���S'O,A. INVOUT4304 /
/ / / S /PAD ELEV:
. %_', 4 TOP 9.03 j' / CI-118 / / O� < •.. / PAD ELE
�/ INV I =42.07 � TOP=47.85 /// 4 ``
° 1
. � ' // 51://:,
� GRADED PAD- ? \ 52.0 / I , �� , 51.0SEA WYNDE
�I INV , - _ - INV IN=36.97(NE) 1 CI 1(t1 ( ) / i`� -� r_- TI IN=43.68(SE) , :'•� ( nP \ __- \ PLANTATION - PHASE
{��� • Existing�_Wetlands i4111111P;
TOP=�Et7.89i ` J / - ' 0. 0 AC1 �.�p° INV IN_43.49(SE) ' ` \ `� _
OUT=36.87 � � / ,� � ,„,, w<�- -u�< � `� INV IN-43 76(S11� / /\ o ' \ ' F /\ PADELEV:CI 111 `/ INV OUT=43. 9 Feld Surveyec 52.0
50.0 INV 1�=34.61 (E) PAD ELEV:: \ !� �, _ l
_____ (if
D ELEV.: \ Existin y PAD E �
. Wetlancs 5 \
Illir )111)1(Cili
I r46.02(S) 51.9 PAD ELEV.: ' y�\� ' \ �, 3.06 AC(1. cifIN
OUT 34.51 f_11 \ CUMBEE ROAD & N.C. 17
e . �: ' .♦ TOP=51 ' \ PAD ELEV.: /
'E TOP-49.77 \ \ / , TOWN OF SHALLOTTE
�� E.� \ • IN�35.75(E 9 INV O =47. 53.0
�i �s\��_, 1 '- • -t11 I \ I / \ ` 5 777
/ / LOCBRUNS FOLLY TOWNSHIP
// �... rr�- , INV OUT-35.65 ��� , �// BRUNSWICK COUNTY,
_ - _ \ a:� - �.6 / 50 \ NORTH CAROLINA
_-83_ FN50„, _ �,L \ ' / - \PADELEV.).
% PAD ELEV.: J
R P is g% 206 � �r \ %/oo CI 142 / 53.0
LF ��l _� P@QSpf � /
P o - TOP=47.89 \ / HORZ.SCALE: 1"-50'
\ 41 30 R 0.51/o �'��==� r • � ,.,►1;'. _. ./.G s" INV=43.89 \ ' �� \i:./9
°r 34 LF '�����-?I� `�� 30 26.5 LF \ \ / `, / m VERT.SCALE: N/A
34 L�\ 15"RCP \, PGS �O �� J�_ \40
<� ADELEV• � i' - / PAD ELEV.: �� /'
� 0.50% 15"RCP\ o '�'' \ \ � .y � :%� DESIGNED BY: SCH
' _ @ to @ 0.50 /o p', / 53.0 9 53.0
.NI
-�IIII
a■�-�• A` SS �, -- %� / \ @ 0.50% 9 ' /'-.... _ ��I/�j' / / DRAWN BY: MHH
.7. FM-S.' � IC�1 / CI 119 " > ,' ` \ 6.5 LF ` r :' Al: \ '�� CHECKED BY:
gMit
_ 7�,� _ s / 15"RCP \ ..� SCH
' r/ TOP-47.85 }il -`-'�''
• CI-112 % \c)
e CI-143 / PAD ELEV.: @ 0.49/� 'I t� DATE: 04-25-2007
OP=50.19 VW, INV=43.85 26.5 LF ti) dd
l� __ i �a� \ TOP=48.67 PAD ELEV.: 53.0 CI 49 .' I� / I 3INV=46.19 �� yi _11. •G °0 15"RCP INV IN=44.42 S / ' �/
p -114 CI-117 O - 53.0` TOP=50.34 • ���ti- / PROJECT NUMBER: 038 06 007
,,I CI-108 •,,;< / •- 19.77 5" •'CP + '��+� P=49.77 TOP=48.70 @ 0.50% INV IN=44.54(IIV) / / \ INV=47.34 / r �� \
TOP-49.78; / INV OU =4 77 I @ 0 50% - V IN=45.33 INV IN=36.36 INV OUT-44.32 �� a / /•CI-50 \ 4
C - ,: D ELEV.: / DRAWING
INV IN=41.49(NE) PAD ELEV.: -�.� - INV OUT 36.26 4 �� /
D •LEV.: VO CI 14
I _ / fop.51.79
* \INV IN=34.10 E) L 51.5 il
I \ _ _
Or "' INV I 47.63 m� \ m ,.
( TOP 48.67 / TAP 51.34 / 53.0 � �I
INVti„(JUT= 3.fA 7.5 J i r
D ELEV: INV=44.67 i c....±
V I -46.81 (NE) � �� '/ / INV OUT=47.53OP N I I =47.21 (N ) - / .,
_.
II i� 51.5 \ ' OUT=46.71SPACE ' �- �I
I \ '��;,/ �/ fRAPHIC SCALE
0.67 AC E--.--- _ ____� I I +�1115 .., �,< / < I I 500 50 100_ .,..,
+__ ,,,< !TOP=49.77 / I 1 , C MN 6 A.. J1 k'
IINV OUT= 4. , t i - fri .< ,4 I 1 _ \ / -"P\� 7 "' RCP
'-_ P r ELEV.. I
NI/-11 / \ - ' f \ ,}

in
o PA E
/ PAD ELEV.: \ 77 r 1
- _._. T, P-47.59 „,------- / >�'st• 2 i�� i[71 '..
���. o ��. Q �° / 49.5 /- , / t /
> / Q - !� - � ► ,,,.. .\.
`o OO / \ , PAD ELEV.: \ /� NIRMIPIP"-;;
\ \ , 1
'��` \ INV IN-'4Q;36 ♦ Q,p 13, ;4� ��jf� • o� \ 49.5 / CI 31
✓ INV OUT=40.26 ..., ♦.. ./ A. l! \ / / \ �,, _
�' C�J \ /2-.C.5)1- '`CP- P D,EL V.: <, ) L_.� \ \ "R I ` �k8. GI 23= ) \ / \'"a~ / // \ � 0.42/o illiL
f�.59(S. ` y ` \ J PAD$5EV.. PAD ELEV.:
o TOP=47.00
;04;
) �-- -
\ \ / / \ I tNA444\4•\•
_ PAD EhF \
OUT 41.0:
\/
I tAAVI
♦ S �89 f (--PAD-ELEV;\ / , \ • , =39.10 \\\ / _ 48.0 I I ✓
._ --` / jAD48E.L5Ev.: � S C� . ` / 50.5 \ \ \ / / PAD 9 L5EV.: CI 3 `� ` \ \ j \ ` \ a PAD ELEV" I CI-25/ \ >\ a -% / 12N ,,,.;,
,QC• \ TOP 46.54 \_.\ > \ �$.0 TOP=46.83 I ■ �'���
' / IN
r/rll, -✓ r \ /' " ' /INVOIN=46 1 N \ / PAD ELEV.: \ / > �\�►. TO` _ 2 i1 40 L
' / r N \ / / INV OUT-42.2 `'% / \ 5�f 0 \ ��> !y 1 \A -- TNV .; TRIGON ENGINEERING CONSULTANTS, INC.
/ - „-- i' '� / ��\• \ / PAD ELEV.: I-127 PAD EO V.: l,�.� \ yy LF PAD ELEV.:' �p - •�•33 313 GALLIMORE DAIRY ROAD
. OP-48.74 �• GREENSBORO NC
\ \ a8: FM 27409
"----. / \ \ 48.5 / / \ ,• V IN=44.61 (S' si15 ` ' �\CI-2iF �� PHONE:[phone] FAX:[phone]
/ ___...._ � �� / �i �` FES-123 �/ �! `- � � I I =44.61 ( �/ / � / � �\ a e.•$•o �� 46.0 ` -�\ c -41 \"G °\o INV-46.00 \ / / VQ° INV 1` �4/ / / / > ` I 38.
�?� RECREATION . N cL , h\ `� PAD ELEV.: / �• ♦o> 1 INV IN= 14 S /w) �rAN t.j. - -
�/ i 7' / O• \\/ / > s �h . ,' \ 51.5 i\ PAD ELEV.: \ 14111411, INV :.
(d�j PAD ELEV.: \ `�
j Q \ 49.0 o 0 0 n
%i i ' 7 / \ \ � QO / /C / `, ' \ ��� �\ / / \ / :::1111111:::::::
�„,„T 18„RCP@p', it��� W• H
o
i / / OP-48.7 ` \ \ \ TOP= 6.` ` \ /
4� INV / V=4 2� 4
/ \ �� �� AAD ELF/.: i f
�` \ / PAD ELEV.: o> /// 51c / \ ; � I T -
\Q:5";--°.\
� ----PA 1 � �' � �� INV IN=40.86
r` i/ / .W.. ,,._ .5� >� � / \, DELEV/ � /l�`,� . f` �� �1. � `/' �,uCl-122 - / � G!-i '� T �'/i f TOP=47.59 > \ 1�129 f49.0CI 2 .` r R2 ��_ OU 40. 1` _ / "' \ P=50.06 / iTP 4'. , �� `! yF / �� PAD ELEV.:/ INV IN-40.63(NE) / I / r•7\
INV OU = 1.24 ` � i 1 j/ INV IN=43.59 S \ _ \ I IN= \ /' �!y \�. �S 1 4J.5/ ,,, a INV OUT=40.53.'' ' \ IN - 83 �/ 56� < o (E TOP=46.2
\ ��yFPAD ELEV,.: \ a :,„::::0,,,,„ V IN 40.22(NV��
PAD ELEV.:
�• N; 51.0 I / �` `ti,,GQool, tC� 51.5 , �nso�n •' lk I N=37.72:IN\ \'`�' / \ l G\Oo •C• .___
ii\1/4, 4• \, = 0.22
\ \
!: -t.
1 \ / iff, ' I DEil ‘Nlo,
/ A// _- .
CI-120 // PAD ELEV: > \ /) \ / / 7 /
PAD ELEV.. \\` //.„
" r' POND#4 �/ ��
TOP= 8.70 / ' 51.5 52.5 CI 26
1 / INV IN=38.3 (NE) TOP 46 56
I 130 \
Q INV IN=42-7(SE) CI-140 OPEN /
INv lry�38.18(NVV)\
170
\ INV OU -37.84 SPACE \ UT=46. 6 / / 76..E.L0EV.1.
N . ( � `� zN 4.02 AC BUILDING SETBACKS 1\\ �; / I V OUT=38.16 ate"' ... O
1.
/ \ 49:frip
TOP s 48.70 PER DEVELOPMENT ORDINANCE \ �'r�r i
i �f/� 78• INV IN,=43.14 L �,C INV OUT=43.04 / / -
♦ - _ /PAD ELEV.. •. ,, 0 4r iktY.
/ CIJ118 Sao r •
TOP=47.85 , o/ ' GRADED PAD 52.0 \ �4 '� / PAD ELOEV.: it / FES 20
\_ INV IN=36.97(NE) / r / \ O ,o CI-141 (TYP) . /\, \s) \V INV=37.50 /"
IN-43.68(SE) „ , ( li n T \ TOP= 7.89
Existing.-Wetlands I V OUT-36.87 A.,,
°.� o . INV IN= .49(SE) -, I = ��
a� \ w0.2�0 aAC , INV IN=436(SVV) \ ✓ - ✓ \ � CI 27 vu� - -
PAD ELEV.: \/:, 0
\ / \� INV OUT=43. 9 Field Surve ed \ \ �1� 52.00
Y r /sTOP=47.21 / /
/ /
Existing PAD E�.EV.: > - /�i t INV IN=41.13 /� Cl
�� --. Wetlands . ,- j % 5 /f fir/ 7 \ > / E INV OUT=40.88 /
a \ \ ``� \� 3.06 AC \ CI-51 \ \ f/ q o
PAD ELEV.: /r' z
S
_____
\' �J �t ` \ i , .� TOP=51- / \7 ,-,.,
I �,,. :, \ INV O -47. i' 53.0 u i / w
/ / /111111k‘
`` •� PAD ELEV. \ -- i / \• \ , r� 58.0 PAD ELEV: \ ' r1 tZ, A '/\ J � cd 6 v ri c>i O
., 42 \ 53.0 I\ / a' z
: 2
���_ I .
\ TOP=47.89 ,\ �'� � �� / \
\i_ F3w•Cp �j _ INV=43.89 26.5LF •+ \ 1 • �S'! „lI ul _\ __-
.1 / 7
VO
_' 1p 34 LF' 15"RCP 7 ` `_ n` -A
PAD ELEV.: 5� Cep PAD ELEV: \.
15"RCP 0.50% p �' ` \ iNg
53.0 � 53.0
�.�-" '```-"'---.. 130
� o, , � � � /� / ►� /jam \ /
CI 119 15-� \ \ 6.5 LF i \ �� /
•
�G� TOP=47.85 ` 1 CI 143 \ / / \ •� / -
4,veer
/ \ 15"RCP , i': LEV.:
•
�,, INV 43.85 C� % PAD ELEV: @ 0.49 j. 53. u. u y.� ,I•_ \f\ N, i Al,. ,,, ,,,
1111 IIII
26.5 LF LC) TOP=48.67 53.0 CI-49 �/ / - \ I' ,�
1, : PAD ELEV.: / I
_._.. CI 117 15 RCP INV IN=44.42(S) 53.0 TOP=47.34 �, ///r \-\
��� _ / �, ,�
@ 0.50 /o : INV I N=44.54(VV) /
77 TOP=48.70 ` / \ INV=47.34 ������ CI-50
INV IN=36.36 INV OUT=44.32 ♦ D ELEV.: // I I\ Q r
5.33 t u �� - ! CI- •8 ,� / TOP=51.79 / \ - SEAL
\ 44 - _
•
:�,5„)'� \ INV OUT 36.26 CI 1 , ��; TAP-51.3446 \ 53 0 26928
TOP=48.67 / N
�I a :INV OUT=747353 u,�- ,il s ilk. �, '� �1" 0 Q-• (V�u,. � c
� INV I -46.81 (NE) �� �INV=44.67
•V1 � =47.21 (NVV) C / 'L .,\ I \ LEV.: \ OUT=46.71 �:./// I \ ',j0tiF•G/N E• O�O , /�Iof J'�?1 1: / U 1 31 LFwlL ` / / �� ihr \ >uU r, �u\ // O >w. / �� -\ 1 AL, Ill \ .illL
d \ \ \ , c
�, s C I-4 M 1/ / F N
., u'� ax6„ , tl I / - -� TO =50.50 �.J ,.,1 7� s!u sit, _,:itL I vIL .ilJ<. ,iiL _,.._ AL -
1 / INV IN 46.39 il�, >
CI-146 I / INV OUT 29 �� . ®fy-t .---
INV FES-46 \
�,. TOP=49.46 ! a. k / l�� \ =45.00 ( \ \
INV OUT=45.46 1 / ti �N \
' 1 L.
Field Surveyed ��, \
,Iil:. ,11,,_ .,ill, A„ \ _1,_ Aft
i Existing \/ �.' \)'
RECREATION AREA i
i Wetlands
\/ 3.07 AC \\ \
\
) \ i
/' 27 Lp \ ( PAD ELE�I.:
so
i / "�'- f �u �1 52.0 �E�DETENTION
0/ ICI \ N # .�
OWNER / DEVELOPER
TOP=49.46
wvif / / uT-Nov
7 . .. CUMBEE RD.
\ mom PARTNERS, LLC
'� rpAr
7616 HAWK ROAD
7 ✓' \ \ \ \ WILMINGTON NC 28411
,4, I IN i/\ i: .--48 \ \ l
[phone]- - �- JI. CONTACT: AD AM LISK
\ \ i '' ,, \
.,.4 / \ , - „� ._../. �.... __ Flu Diu.. vi!t 1 a711c �lltr_ -iiL .ill;r. AIlic \ ,!Ii.. I,
) \ \
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t '
LSITE PLANS
i
% Tract 2 - -iii,\ �� V , _.i1L_ ! ,1J� slli,i =i.t� >!li _il1 �dt�
PIN: 830010501 �`
v I
Owner: SNUG HARBOR DEVELOPMENT, LLC
Deed Ares: 160.80 AC ,� -�\ GRADING PLAN 5
` DB/PG: 5222/1326
�\ I
Zoning: CO-RUf,,.�-Use: Vacant SEA WYN D E
•
S: J!1 ,,d1.,. _._ - iiu ��'',_, :.lt �_...� .�ilL_ �tlft Ai. _v.,,... :.,L[. 1
ç y': ,,L - 1 PLANTATION - PHASE
\
N .1.11:.. --...____ / 7
,...,. _- \ 1,L.:. .)itlL _14 '�y, ]�L ,,IIG =il1i. yi!t
CUMBEE ROAD & N.C. 17
TOWN OF SHALLOTTE
1 _____.----- \ \
LOCKWOOD FOLLY TOWNSHIP
BRUNSWICK COUNTY,
NORTH CAROLINA
._.-.__. ,,LL ,IhG _- - 1<IL __c :all[. -� ..a._ �IIIL. >lla/.. titHORZ.SCALE: 1"=50'
VERT.SCALE: NIA
/ ,\
7
DESIGNED BY: SCH
, 1
\ ,lit .1lL ( .,!+. ,lit,, _IL ]_ 1!:I, _._ ti� - -III, �ill� �ilL :.I�I� slily. ]3L ,il
J il . aI`- DRAWN BY: MHH
CHECKED BY: SCH
,o. ,L ,u, .,L �.�. sU AWL :IL __ •
j ,''' ' \ DATE: 04-25-2007
PROJECT NUMBER: 038 06 007
,�� s,. dv, mug .w>,. ,Ju. ,!W. _. ,lo,. ._ -- .,lilt slits fir- - _I I iJu. -- -- -- .il6L �i!i.L '-` -`-_ _!i1z -. 1il -
illy dV illlt \
" 6 • 5
, ,„
` _ DRAWING
I \ A SCALE
AL AL- :. _ ,01, _JL -- -- =,1,.,- .11/L- - i" 50 LGRPHIC� 0 .illtt 50 ��. 100'� C _
J

I. /I /\ \ 1
/ 7A4A
/
/
/
PIN: 1830010307
I \ / Owner: Taylor, Charles A ETUX ' III, TRICOIV
/` / I Melinda
\, \ Deed Acres: 0.95 AC
TI"
/
`\ �' �, 48 J 1• PHONE:[phone] FAX:[phone]
I
Io
i IIII o H
i
-- i Existing 15" CMP J._. '� _.
I I INV IN=47.83 C - - /
f INV OUT=47.82 �' /` I I
•
I /
PIN: 1830010308
J
I I % - ' ,, , -
'.•--- _ Owner: Coastal Coon
/` % Deed Acres: 1.34 AC
= \ . DB/PG: 1444/0846
I \\ f / ' 1 Zoning: CO-RU
I = Use:
r
„__ ---. --- - z---::______c- ----- -r- .........-----H--- •.•
•
____
_ -- TPELE V
•
'-- - _
�F / z
- 51.5 ) ✓ O
\\. 1 cc
� ._- - --,-.--=-
_vim _ .r..IJ! �f�,,.. - �j Ijf I \ ---� _...�� - -_..___
/,_,__---7.-•__=:_•-,•-•---__--*---- __ ---- i V .
rniftlimlialftft'im
_ --__ _� - = P I PAD ELEV F
--_ � D ELE
/ffTO
________, ___.. r' -._ - -�� �'� 51.5 51.5 - -J I y6 // �� , _ ` r CI-18 I � 48 O\ � � '��_ � !'� - ----- �- _ � TOP=15:
�- � i____ _
' / LIA
LEV:
p _
V.: �'"` "f � _ --......:.__----\-
\ _ -- - Y INV IN= _fi�'. - , ��_ � � g
cc
/ 49.p I PAD ELEV.: 1 � / /� INVOUT
\ CI 19
t 49.5 / \ i I ' TOP=49.57 I z
•., ',\ICI 3 I " „ . PAD ELEV.: / / I p INV t�UT=45.57 / o
i PAD ELEV.: 50.5 1 U
TOP=„4 � , /I / 49.5 PAD ELEV.: I 1 N
` PAD EL LE I z
PAD ELEV.:�'f \ �4 '4UJ /I I ` / / PAD OE5EV.: / \ �. p...___.-
50.0, 59 5 _ _ �a 51.0 -
26.5F50.0
\ CP
�, ci I ti CO t c7 N Z
J
d.......
CI-45 / / _--- J 1 iF.
_� BUILDING SETBACKS I
•4 8 /o ` _J/ TOP=47.98 L ` t
r --- i�-_ I PER DEVELOPMENT ORDINANCE , ..--
INV OUT=44.82 /
v -Iji , ____ _ _
/ 49 -
'Z___k_ \ ___ --__
7e 5'' ---------iff,,,.---_,_„- • ---------. r--------6 e--I I :. //
I
r
•
• PAD V,;.. PAD ELEV.: I_..
c=__ _.. • 51.0 • 50.5 _
=`� _ PA EL I / I /
21 �F _ L_- I ��1111//
�_ p 24"RC04_ 545 i �L T Q ` ( .�% A ��1,
, , --- 17j- I
• ` t �� 1 CI 15 - - _ ,,'rP=48.29
• 26928
I / '9� �'• / I TOP=4:.29 PAD ELEV.: 1 . l?:/OUT=44.29 �� -.__ _-- \ ` / •
?• S A
` // •• I- PAD ELEV:
v/ OP=47. \-_�J �. JVIN=44.50 N) ' 50.5 I = �� 50.5 / c / / cn '•� � �
_L �' �' INV IN= ) / �� V IN-44.16 E) I �,. •
( 'AD EV / INV IN=43.88(N• r___ / I VIA =44.00 � i ��,C��• G'/ N E`C•r'�����`
\ 4'.0 INV OUT=42. / { / \ NV UT=43.:0 r i _ ��
:''t), /
\ -� o i ER
i
\\ I / PAD ELEV: // % � '�47.=: I I / ` ��/1111��N�
\�� �� 49.5 I / INV IN-44.72 �•.-• PAD ELEV:
/\, \\ / INV OUT=4�i.97 50.5 GI-17 Ipir
CI-8 �J
/ w ! / �' PAD ELEV: THROAT 4 .10
PAD ELEV.:
\� PAD ELEV.: TOP=47.37 j
�, I 49.5 I PAD ELEV.:/ PAD ELEV: I \. / INV OUT=4^65 50.0 50.0 I INV=43.28 /
i '�` / 50.0 PAD ELEV.: r •
// / / `�, \ • I 50.0 go.b \\I- ..- ,�I�._. 5 L� / / c :s � rEtTpDoENTDE#1\1;10:
f' i _ _ _ 15 ' r- /
I
( "�L. 4.. I - r 15"RCP • _ littillik
�'.
Alik....-c--. ..-.-
INV=43.34 @ 0.49 /o `�i ,> �\ ,! '`� I__- ----- RAp ELEV: o "an
S - - / - - 49.5 it PAD ELEV.: �� - �`�' -
,--- -\
//// \s\-„,...........:\
,,
\ �\ t=- ft •Li ems' - Rcegl‘ • -
\ PAD ELE .: �� .. }i li , CI 10 �' /;� �F 36� / ' __-
49iii,
.0tievI I - �� TOP=47.37 26.5 LF �� /
tie1114'
I I � �=4 .34 tNi INV=43.41 @„RCP " / � _ - - 0.40°10 ��
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EROSION CONTROL SEQUENCE
CLEARING AND GRADING NOTES 1. OBTAIN CERTIFICATE OF PLAN APPROVAL FROM NCDENR LAND QUALITY SECTION ALONG NEW INLET WI INLET PROTECTION
PS OF i=� 3
1. CO OR GRADINGRE WORK SHALL COMMENCE UNTIL ALL EROSION AND SEDIMENTATION ENGINEERSWITH ALL APUIRED NCDENR WATER PROVALS PROVA S PRIOR TO BEGINNINGQUALITY SECTION AND U.S.ARMY ANY LAND DISTURBING ACTTIIVITIES ON-SITE. k
CONTROL MEASURES ARE IN PLACE. O NEW STORM DRAINAGE MH w
2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING OPERATIONS. 2. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND PERIMETER CONTROL MEASURES, z
W
CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A PERMITTED LANDFILL FACILITY. INCLUDING SILT FENCE AND SILT FENCE OUTLETS. DISTURB THE MINIMAL AMOUNT OF AREA W
TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE PROTECTED DURING CONSTRUCTION. NEED TO INSTALL THESE MEASURES. ). NEW FLARED END SECTION y
3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS,ROOTS, 3. INSTALL TEMPORARY DIVERSION BERM_TO DIVERT WATER FROM UNDISTURBED AREAS AND
THEOR ANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED AS DIRECTED BY TREATE4. INSTALLD WATER SEDIMENTTRAPS S LOCATION T TFOR-2, ST-3,TST-4,TSOCK DAM DTI 5,TST-6,T BASIN
ST-7,ST-8,TST-9,TST-10 NEW STORM DRAINAGE PIPE -4, TRIGOIV
- 7.A1
THE OWNER.
4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO OF THE STANDARD PROCTOR AND TLL AND ROCK DAM SEDIMENT BASIN(RDSB-1). TEMPORARY DIVERSION BERM
MAXIMUM DRY DENSITY(ASTM D-698),EXCEPT FOR THE TOP 12"OF SUBGRADE,WHICH SHALL BE 5. INSTALL TEMPORARY DIVERSION BERMS.LINE BERMS WITH CHANNEL LINER PER THESE *2� �i��w TRIGON ENGINEERING CONSULTANTS, INC.
COMPACTED TO 98%STANDARD PROCTOR,UNLESS NOTED OTHERWISE ON THE DRAWINGS. PLANS AND CHANNEL LINING DETAIL ON EROSION CONTROL DETAIL SHEET.
'ra r •'4= i^ RIP-RAP FOR EC DEVICES 5�1
any� , ,.•r, YJEsq+ll 313 DAIRY
5. BORROW MATERIAL MAY BE REQUL CO E ROM AE THE PROPOSED FINISH OSION.ANY MATERIAL 7. BEGIN ITE IS CLNG OF SITE. c. �...� 112,.-t.,,
BROUGHT IN FROM OFF SITE SHALL COME FROM A SITE WITH A CURRENT EROSION AND 7. ONCE SITE IS CLEARED,BEGIN GRADING IN PROTECTED AREAS. SILT FENCE oGEpdN Q GREENSBORO,NC 27409
SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW AUTHORITY.COPIES OF THE 8. AS PERMANENT STORM WATER PONDS ARE COMPLETED PHASE OUT RDSB-1,TST-7,AND PHONE:(336)GALLIMORE FAXY3 ROAD 668-3868
40 EXISTING 5'CONTOURS
APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL TST-2.
INSPECTOR. 9. AS ROADWAYS,PARKING LOTS,SINGLE FAMILY LOT AREAS AND TOWNHOME AREAS ARE -41 EXISTING 1'CONTOURS LAWNIE
6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON THE BROUGHT TO GRADE,TEMPORARY DIVERSION BERMS MAY NEED TO BE ADJUSTED TO MATCH i DALECIRSW
DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS NOT TRAPPED NEW ELEVATION OF SURROUNDING GRADES. MAKE THIS TRANSITION WHEN RAIN IS NOT LIMITS OF DISTURBANCE ,�
ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED SEDIMENT TRAPPING EXPECTED FOR DAY(S)THAT TRANSITION WILL TAKE PLACE.REINSTALL OR REPLACE F AN
PL SW
CHANNEL LINER IN NEW BERM LOCATION. •roto�o�E �/ MBEERapp, S.R.1131 o Q
DEVICES. SEDIMENT TRAP/ROCK sNp� w
7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO TO A SITE 10. AS STORM DRAIN IS CONSTRUCTED, INSTALL INLET PROTECTION AT ALL STORM DRAIN C DAM SEDIMENT BASIN / cU
WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE INLETS. / o
THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE 11. INSPECT ALL DEVICES WEEKLY AND IMMEDIATELY FOLLOWING ANY RAIN EVENTS.NOTE /
REVIEW AUTHORITY.COPIES OF CONDITION OF ALL DEVICES AND REPAIR OR REPLACE ANY MEASURES THAT ARE NOT /
REQUIRED BY THE EROSION CONTROL INSPECTOR. FUNCTIONING PROPERLY OR ARE IN NEED OF REPAIR. \ +``±� STONE CHECK DAM 5�
12. COORDINATE INSTALLATION OF STORM WATER MANAGEMENT DEVICES SUCH THAT aAKGROVE ���
DISTURBED AREAS ARE NOT LEFT UNPROTECTED. / �Q
13. AS SEDIMENT TRAPS INTERFERE WITH GRADING,PHASE OUT SEDIMENT TRAPS AND INSTALL ��Q
EROSION CONTROL GENERAL NOTES \ / `A,c�s
1. DISTURBED AREA: 59 ACRES OR MAINTAIN SILT FENCE AT LIMIT OF DISTURBANCE. - /~ J
2. THE SEDIMENTATION AND EROSION CONTROL PERMIT SHALL BE OBTAINED PRIOR TO 14. UPON FINAL SITE
REMOVE SEDIMENT AND STABILIZATION
EROSION CONTROLOVAL DEVIOCF NCDENR LAND QUALITY SECTION, / 7 - //
BEGINNING ANY WORK. \ \ \ ,f / -
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3. AN ENCROACHMENT AGREEMENT SHALL BE OBTAINED FOR ALL WORK WITHIN THE RIGHT OF f r- % ti ``Exist rrg__15" ChAP \� / STANLEYRD SW
WAY OF NC 179 BUSINESS. A PRECONSTRUCTION MEETING WILL BE HELD ON-SITE WITH A I \ I / j `i INV I1'" C P \ / Exis ing
REPRESENTATIVE OF THE NCDOT DISTRICT ENGINEERS OFFICE PRIOR TO ANY WORK WITHIN ` •' F nce Existing 1 ---
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THE RIGHT OF WAY. I \ INV IN=36.93
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4. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE INV IN-36.7• INV OUT=36.66
DRAWINGS ARE INTENDED AS A GUIDE. ADDITIONAL MEASURES AND DEVICES MAY BE \ \ ; �'� /
ENT FROM LEAVING ! INN OU�36.64 • A,,,,4 ESR°Sw 'z e��� sw
REQUIRED BY THE EROSION CONTROL INSPECTOR TO PREVENT SEDIMENT ' _ \ \ J ' \ / I Z ��"�EtaWN RD
SITE. INFORM OWNER AND ENGINEER IMMEDIATELY OF ANY SUCH NOTIFICATION BY THE \ tt 1 ��- - �'
N MA NEOA S r SW N
EROSION CONTROL INSPECTOR. ) \ I / / ' \ ) I ', , ~,,. .- ,..e�` -�
5. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED 1I \ \\ \ t ' / /' / \ %•°'" \ Z
AND MAINTAINED IN ACCORDANCE WITH THE NCDEHNR-LAND QUALITY SECTIONS"EROSION \ \ t f \ !.• ' - ~FM.� J VICINITY MAP o
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PROVIDED IN THE DETAILS. ` \ 1 1 //I ' I \ ✓%rF FM'� w
6. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE / \ I i / / I / -'" r / '
PERMANENT SEEDING SCHEDULE WITHIN 21 DAYS OF COMPLETION OF GRADING. \ 1
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TEMPORARY SEEDING OF SLOPES SHALL BE DONE WITHIN 21 CALENDAR DAY OF THE t' / I
COMPLETION OF FILLING AND COMPACTION ACTIVITIES. I \ If�1 "k� , "i i r Existing 15" RCP
7. ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING VEGETATION ESTABLISHMENT. 1 k. Existing / / I 1 / j - ,J RIM-37,70
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CLEARING AND GRADING NOTES \ -� ..
1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL EROSION AND SEDIMENTATION •" ��_ f - 2 1'SILT < .---
CONTROL MEASURES ARE IN PLACE. N. f f 4.4 AC'; { -" - .. - - - - - FENCE - - - \
2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING OPERATIONS. ��- 1 \ • �' OUTLET D1 / z °`
SHALL BE PROPERLY DISPOSED OF OFFSITE IN A PERMITTED LANDFILL FACILITY. .,✓ , \ ., < . $O6
TREES IOUTSIDE DEBRISIOF THE CLEARING LIMITS SHALL BE PROTECTED DURING CONSTRUCTION. N 4' - N - < ��
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3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS,ROOTS, • } r-- 14 / \ \ / - - - - _ < . _ /
ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED AS DIRECTED BY \ / J \� \.,-., \
THE OWNER. \‘'4rzz-
,- \ - - . / . < \ ! - -� SITE PLANS
4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD PROCTOR TST-10 r- , \ \ .� �g / \ -- `\\'1 jMAXIMUM DRY DENSITY(ASTM D-698),EXCEPT FOR THE TOP 12"OF SUBGRADE,WHICH SHALL BE TEMP.SED.TRAP -..:I N . \ - - - / - _ - _ - - . . - / 1 -"�
COMPACTED TO 98%STANDARD PROCTOR,UNLESS NOTED OTHERWISE ON THE DRAWINGS. W/3 BAFFLES R N. /\ - _ - < . / .-
5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY MATERIAL J rr \ \ < < - - - < - - - - - - .
BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT EROSION AND s•`- -..
SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW AUTHORITY.COPIES OF THE / rrrrrr \ -as--,,. ( I - _ - - - _ - - � _ - - - N i ' CONTROL PLAN
APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL �r \ \� -� \ AM - \ - - - < - - )
�; INSPECTOR. '" rrrrrr \ Field Sury yed -� < '� ��,\
0 6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON THE rrrr / \ \ ' - - -*Exist! < < - I \ SEA WYN D E
m DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS NOT TRAPPED r rrrrr. Metla ds - 1
a ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED SEDIMENT TRAPPING / rrr i \ . - _ < - - - _ . - �` �� PLANTATION - PHASE I
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m 7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO TO A SITE / , ,/ +,-; ,,,,r' - - - w , _ < -
✓ WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE _/j� J'- \ ( _ �, /
co REVIEW AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE `� '� `� . . _ '5:! w \` , \' /
CUMBEE ROAD & N.C. 17
0o REQUIRED BY THE EROSION CONTROL INSPECTOR. 1 - < < 1 / i • ' TOWN OF SHALLOTTE
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-° 2. THE SEDIMEN3 1. DISTURBED TATION AND EROSION CONTROL PERMIT SHALL BE OBTAINED PRIOR TO sus ��, I -�- I _ _ _ / _ - < 1 NORTH CAROLINA
BEGINNING ANY WORK. • 1 l I/
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HORZ.SCALE: 1"=100'
3. AN ENCROACHMENT AGREEMENT SHALL BE OBTAINED FOR ALL WORK WITHIN THE RIGHT OF \ - - - - - - _ - - _ 1
oWAY OF NC 179 BUSINESS. A PRECONSTRUCTION MEETING WILL BE HELD ON-SITE WITH A t \, ` I - ���� �`'--� °`� VERT.SCALE: N/A
o REPRESENTATIVE OF THE NCDOT DISTRICT ENGINEERS OFFICE PRIOR TO ANY WORK WITHIN �� ` \ \ `- \ - - < - - - - - < - - - - - - . - - _ . ..
o /, • \ \ \ - ) \ J . /. < - .� DESIGNED BY: SCH
co THE RIGHT OF WAY. E a ` \ / , \- < . -�'�'' - /
4. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE _ ` DRAWN BY: MHH
3 DRAWINGS ARE INTENDED AS A GUIDE. ADDITIONAL MEASURES AND DEVICES MAY B / . - / I - . . . ,"^,,,, - - _ - \ I
-o REQUIRED BY THE EROSION CONTROL INSPECTOR TO PREVENT SEDIMENT FROM LEAVING ` ' /- `�= _ _ - - - - - _ - - i CHECKED BY: SCH
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SITE. INFORM OWNER AND ENGINEER IMMEDIATELY OF ANY SUCH NOTIFICATION BY THE TST-11 `'� N ( . I I
EROSION CONTROL INSPECTOR. - \ - - - - - - - - A roximate Exis in - - - - - - i • DATE: 04-25-2007
L TEMP.SED.TRAP ` i } ■ ' ' PP 9
O. 5. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED W/3 BAFFLES _ \ . - - - Wetlands '' ,
m AND MAINTAINED IN ACCORDANCE WITH THE NCDEHNR-LAND QUALITY SECTIONS"EROSION iv rrrr C-- / \ ` `54.79-AC - - .. .. - PROJECT NUMBER: 038-06-007
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6. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE / rrrr\ , \ y /
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PERMANENT SEEDING SCHEDULE WITHIN 21 DAYS OF COMPLETION OF GRADING. rrrr ' / -
TEMPORARY SEEDING OF SLOPES SHALL BE DONE WITHIN 21 CALENDAR DAY OF THE ( rrrro COMPLETION OF FILLING AND COMPACTION ACTIVITIES. r S 55'I . N.
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RIM=37 70 CLEARING AND GRADING NOTES
INV 35.97 1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL EROSION AND EROSION CONTROL GENERAL NOTES
%'` ="I" OUT=35.53 SEDIMENTATION CONTROL MEASURES ARE IN PLACE. 1. DISTURBED AREA: PHASE I=52.42 Ac.±
/ / -- 2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING PHASE II=57.34 Ac.±
.,� ~) ` .1 '' OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A 2. THE SEDIMENTATION AND EROSION CONTROL PERMIT SHALL BE OBTAINED PRIOR TO
-.- ;' j"` , 4 ,„,,--- ,✓ PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE BEGINNING ANY WORK.
,r• `UY/ ✓� PROTECTED DURING CONSTRUCTION. li 7A6AA1
// ✓ 1✓ '/'" _. :-3` 3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS, 3. WAY OFRNOC 179 BUSINESS. A PRECONSTRUCOT ONIMEETINNG WILL ER HELD ON-SITE WITH AOF
„,./ ------"/-;--✓�� ROOTS,ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED REPRESENTATIVE OF THE NCDOT DISTRICT ENGINEERS OFFICE PRIOR TO ANY WORK WITHIN
-- \ r‘ AS DIRECTED BY THE OWNER. T I 1
THE RIGHT OF WAY. I ■ �'��■
4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD
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- -� WHICH SHALL BE COMPACTED TO 98%STANDARD PROCTOR,UNLESS NOTED OTHERWISE REQUIRED BY THE EROSION CONTROL INSPECTOR TO PREVENT SEDIMENT FROM LEAVING-.,. ' ✓' INV IN=34.86 TRIGON ENGINEERING CONSULTANTS, INC.
\\ ON THE DRAWINGS. SITE. INFORM OWNER AND ENGINEER IMMEDIATELY OF ANY SUCH NOTIFICATION BY THE
✓ «`/^ '�% r ."� `. INV OUT=32.13 313 GALLIMORE DAIRY ROAD
,. 5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY EROSION CONTROL INSPECTOR.
'"���.- -- ✓/✓' g <g~- GREENSBORO,NC 27409
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,, t r'�i,✓ •1�1 S`S - / MATERIAL BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT 5. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED III PHONE:[phone] FAX:[phone]
' 'y��= O. / vV ,--- •' ✓ ,,y✓ (J$ , 1� ,S� EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW AND MAINTAINED IN ACCORDANCE WITH THE NCDEHNR-LAND QUALITY SECTIONS"EROSION
K Q ----°'' `'' C1 10• 7 2 7 N\ \\ 7 AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL"AS WELL AS INFORMATION
�G " --•?' .1---,-.,'..---;"',,-;.----- 1 `0 0''� \ / REQUIRED BY THE EROSION CONTROL INSPECTOR. PROVIDED IN THE DETAILS.
\�� •-.�-✓' r-' 6' \\.<\ 6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON 6. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE
=;-- -N , '✓ E 7 THE DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS PERMANENT SEEDING SCHEDULE WITHIN 21 DAYS OF COMPLETION OF GRADING.
,-1,,- .OS'-' � -1, NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED TEMPORARY SEEDING OF SLOPES SHALL BE DONE WITHIN 21 CALENDAR DAY OF THE W
r `� N i \ •� 7 SEDIMENT TRAPPING DEVICES. COMPLETION OF FILLING AND COMPACTION ACTIVITIES. Q
f 28� 7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO 7. ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING VEGETATION ESTABLISHMENT.
�+� / TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH
7 THE APPROPRIATE REVIEW AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE
o' " OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR.
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f µ ay �./' / M . \ -sz } �� (AXIe / _ x �. I /'l CONTACT: ADAM LISK
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�- DATE: 04-25-2007
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i' �: — / / J i f , /I � • \ �. PROTECTION 7616 HAWK ROAD
P
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TST 9 � ,� ` \ .i I / \ \; i I �. (TYP - ;,<�proj _ t ,;,� ,/' <, ,, / / > WILMINGTON, NC 28411
TEMP.SED.TRAP :��`�, \ 20'SILT - /
W/3 BAFFLES !1, r ��, n1 % - C: ` \ \ \ / ,. _ .,. ,,,_ ",,�j. : , ��� ` FENCE ' _ [phone]
�� •OUTLET \ ; ���. �� �_, CONTACT. ADAM LISK
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CLEARING AND GRADING NOTES Y + ` , •�'�' ilirli \\�/ I ' - t\1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL EROSION AND SEDIMENTATION \ ♦ `6 �, � ,, \ n �' ,' 20'SILT �\ ;''- � \
�� FENCE i ,
CONTROL MEASURES ARE IN PLACE. `�iii�- fi. - ., .. ,,2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING OPERATIONS. �`� - l \�� �' / OUTLET �,t1• 6�CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A PERMITTED LANDFILL FACILITY. PERMANENT '� , `' ��O 'TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE PROTECTED DURING CONS DITCH#1iit
+F //3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS,ROOTS, tail
- - /ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED AS DIRECTED BY �� \ \ \ SITE PLANS
THE OWNER. \44T\ \
�` Ili - ` _ " .� `\ -- - 44. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95%OF THE STANDARD PROCTOR - �� \ \ h "\ rt— \
MAXIMUM DRY DENSITY(ASTM D-698),EXCEPT FOR THE TOP 12"OF SUBGRADE,WHICH SHALL BE TST 10 EROSION CONTROL
COMPACTED TO 98%STANDARD PROCTOR,UNLESS NOTED OTHERWISE ON THE DRAWINGS. TEMP.SED.TRAP
BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT EROSION AND ��. 'NTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW AUTHORITY.COPIES OF THE ` ` • 0. 1 �\ \^
APPROVALSSEPIME FOR THE OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL /Kr , ,A ;"• i'`"s / \ I "" SEA WYN D E
AND PLANS ;� / A
\ Field Surveyed \ PLANTATION - PHASE
INSPECTOR. \-`'. ' A. \
6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON THE • �I(,`74, \' W
DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS NOT TRAPPED 4%•_�� `- - Existing
'••. � ` � `---� --� Wetlands , . _ . . _ � ,,, �.
ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED SEDIMENT TRAPPING o" .1� /, ` 6:78 AC / "
„ „
DEVICES. \ \\ I
7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO TO A SITE ♦ _ a
N FILE WITH THE APPROPRIATE PERMANENT �� .t - _
WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN O _ \ , �= y
CUM BEE ROAD & N.C. 17
REVIEW AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE DITCH#2 -� TOWN OF SHALLOTTE
REQUIRED BY THE EROSION CONTROL INSPECTOR. / '1`.. _ _�6�" I LOCKWOOD FOLLY TOWNSHIP
' %� r" / .. _ _ _ " w _ _ " _ _ _ _ .. _ .. .. �` \ BRUNSWICK COUNTY,
- I
�-� ' - ' NORTH CAROLINA
/11
,�X / / .\` 1 C.I _ .. _ \ �- HORZ.SCALE: 1"=100'
EROSION CONTROL GENERAL NOTES �If
\
1. DISTURBED AREA: 59 ACRES 5.,. /% " `
2- THE SEDIMENTATION AND EROSION CONTROL PERMIT SHALL BE OBTAINED PRIOR TO �S�i\ \ - _ _ v - .: .,
BEGINNING ANY WORK. ` /III ~ _ _ _ _ ht.1 ' _ " _ ' _ _ _ - w - _ A _ _ j/ VERT.SCALE: N/A
3. AN ENCROACHMENT AGREEMENT SHALL BE OBTAINED FOR ALL WORK WITHIN THE RIGHT OF '%
DESIGNED BY: SCH
WAY OF NC 179 BUSINESS. A PRECONSTRUCTION MEETING WILL BE HELD ON-SITE WITH A ` i; `% _ -
REPRESENTATIVE OF THE NCDOT DISTRICT ENGINEERS OFFICE PRIOR TO ANY WORK WITHIN �1 DRAWN BY: MHH
THE RIGHT OF WAY. ��1� / CHECKED BY: SCH
4. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE ` /` `� \r / I
C:7\
DRAWINGS ARE INTENDED AS A GUIDE. ADDITIONAL MEASURES AND DEVICES MAY BE
Y THE EROSION CONTROL INSPECTOR TO PREVENT SEDIMENT FROM LEAVING `%0 \\ \ DATE: 04-25 2007
REQUIRED B / � " _ — A
SITE. INFORM OWNER AND ENGINEER IMMEDIATELY OF ANY SUCH NOTIFICATION BY THE TST-11 -Approximate Existing+ / r '„ PROJECT NUMBER 038-06-007
EROSION CONTROL INSPECTOR. TEMP.SED.TRAP nyr,, / \ \� ,, \� w L Wetlands "
5. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED W/3 BAFFLES °'�� �`I / 3 4.79 AC '"` \ DRAWING
AND MAINTAINED IN ACCORDANCE WITH THE NCDEHNR-LAND QUALITY SECTIONS"EROSION r .
AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL"AS WELL AS INFORMATION „._T��� \ \\, t ,. \ —
PROVIDED IN THE DETAILS. \ /f r�rr/ //� \
6. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE rr, \ GRAIPHIC SCALE .\
PERMANENT SEEDING SCHEDULE WITHIN 21 DAYS OF COMPLETION OF GRADING. \ <�cS� _ _ _ .. _ _. _ \0
TEMPORARY SEEDING OF SLOPES SHALL BE DONE WITHIN 21 CALENDAR DAY OF THE / 100 �\ 0 100 200 _
),,,,„..._,.
.. _ ._
, _ _
.. _ _ ..
COMPLETION OF FILLING AND COMPACTION ACTIVITIES. ♦` \`' \ 3
_ _ _ _ _ _ _ _ _ .. " .. ,. _ - - _, - -
• 7. ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING VEGETATION ESTAIBLISHMENT. ,�" 4:\
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'- '- i! ,.-= RIM�37 70 1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL EROSION AND EROSION CONTROL GENERAL NOTES
-- .'w - = SEDIMENTATION CONTROL MEASURES ARE IN PLACE. 1. DISTURBED AREA: PHASE I=52.42 Ac.±
,, INV=it�35.97
i / i( t oUT=35.53 2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO BEGINNING CLEARING PHASE II=57.34 Ac.±
/� IL ,..„-:-.:2-""
'" OPERATIONS. CLEARING DEBRIS SHALL BE PROPERLY DISPOSED OF OFFSITE IN A 2. THE SEDIMENTATION AND EROSION CONTROL PERMIT SHALL BE OBTAINED PRIOR TO
\ ✓ /! 7AV
PERMITTED LANDFILL FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE BEGINNING ANY WORK.
----4p----- -- - PROTECTED DURING CONSTRUCTION. 3. AN ENCROACHMENT AGREEMENT SHALL BE OBTAINED FOR ALL WORK WITHIN THE RIGHT OF
-r� / -- r,�`.-" r� 3. PRIOR TO PLACING FILL,ALL FILL AREAS SHALL BE STRIPPED TO REMOVE TOPSOIL,STUMPS, WAY OF NC 179 BUSINESS. A PRECONSTRUCTION MEETING WILL BE HELD ON-SITE WITH A
z \ i /' -�.-3;r ROOTS,ORGANICS AND OTHER UNSUITABLE MATERIAL. STRIPINGS SHALL BE STOCKPILED REPRESENTATIVE OF THE NCDOT DISTRICT ENGINEERS OFFICE PRIOR TO ANY WORK WITHIN �R,�QN
'' ;,_ AS DIRECTED BY THE OWNER. o THE RIGHT OF WAY. Vii
I
-- ' \ /-, �, ( ✓ 4. STRUCTURAL FILL FOR PAVED AREAS SHALL BE COMPACTED TO 95/o OF THE STANDARD 4. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE
- \\ \ PROCTOR MAXIMUM DRY DENSITY(ASTM D-698),EXCEPT FOR THE TOP 12"OF SUBGRADE, DRAWINGS ARE INTENDED AS A GUIDE. ADDITIONAL MEASURES AND DEVICES MAY BE
TRIGON ENGINEERING CONSULTANTS, INC.
�, WHICH SHALL BE COMPACTED TO 98%STANDARD PROCTOR,UNLESS NOTED OTHERWISE REQUIRED BY THE EROSION CONTROL INSPECTOR TO PREVENT SEDIMENT FROM LEAVING )111rr 313 GALLIMORE DAIRY ROAD -
Existing 16" RCP
/ \' SITE. INFORM OWNER AND ENGINEER IMMEDIATELY OF ANY SUCH NOTIFICATION BY THE
��` / ON THE DRAWINGS.
yyy --r /?% \ INV IN=34.86
�� ��%�r �\ \\\� INV OUT=32.13 5. BORROW MATERIAL MAY BE REQUIRED TO ACHIEVE THE PROPOSED FINISH GRADE.ANY EROSION CONTROL INSPECTOR. GREENSBORO, NC 27409
'� MATERIAL BROUGHT IN FROM OFF-SITE SHALL COME FROM A SITE WITH A CURRENT 5. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED PHONE:[phone] FAX:[phone]
`_- s �+ � . $\$ S� N \ `- EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH THE APPROPRIATE REVIEW AND MAINTAINED IN ACCORDANCE WITH THE NCDEHNR LAND QUALITY SECTIONS"EROSION
\; ----;,;;;„-5-,-;-',-_�/,, 45 \� S' \ \ AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE OFF-SITE FACILITY MAY BE AND SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL"AS WELL AS INFORMATION
O 2- \;\ REQUIRED BY THE EROSION CONTROL INSPECTOR. PROVIDED IN THE DETAILS.
II � . �.-. - "% 1 ,, \\ �.3� �Qa \, \
G �• ,�`„r''�f .86 �. \ \� , „ / 6. ALL SOIL STOCKPILES SHALL BE PLACED WITHIN THE DISTURBED AREA LIMITS SHOWN ON 6. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE o 0
- `- ,-- THE DRAWINGS. STOCKPILE AREAS SHALL BE LEFT SUCH THAT RAINFALL RUNS OFF AND IS PERMANENT SEEDING SCHEDULE WITHIN 21 DAYS OF COMPLETION OF GRADING.
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'--.-.�_.� �-: "':��f.- E \ \ V NOT TRAPPED ON OR WITHIN THE PILE. ALL RUNOFF SHALL BE DIRECTED TO APPROVED TEMPORARY SEEDING OF SLOPES SHALL BE DONE WITHIN 21 CALENDAR DAY OF THE 3 2 �` �1\r SEDIMENT TRAPPING DEVICES. COMPLETION OF FILLING AND COMPACTION ACTIVITIES. q o
_. = . srs "13 p \
�-,.,� �.• �, 7. ANY SOIL STOCKPILES OR OTHER EARTHEN MATERIAL THAT IS TAKEN OFF-SITE SHALL GO 7. ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING VEGETATION ESTABLISHMENT. o 0
28�1� \ �• / TO A SITE WITH A CURRENT EROSION AND SEDIMENTATION CONTROL PLAN ON FILE WITH
\ .i'' \ •4,,, THE APPROPRIATE REVIEW AUTHORITY.COPIES OF THE APPROVALS AND PLANS FOR THE /
000 6 4` 7 OFF-SITE FACILITY MAY BE REQUIRED BY THE EROSION CONTROL INSPECTOR.
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O NEW STORM DRAINAGE MH
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ka / �� /� �, \ 7* /�A ��° ��� CONTACT: ADAM LISK
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' OUTLET wetlands T , f,'
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u'' �I I : / j Y, I LOCKWOODFOLLYTOWNSHIPlw .¢� � / '� '� BRUNSWICKCOUNTY,2
I• ■ _ iNORTH CAROLINA
� :1 1'' \ ,I - i s ,. HORZ.SCALE: 1"=100'
E tOSiON CONTROL
0. r D1STU ED _.; ( I
VERT.SCALE:
_ , ,, i � r'; - �- 1 /• � /-7 � � _ � '"'- DESIGNED BY: SCH
'. DRAWN BY. MHH
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NCE i APROJECT NUMBER: 038-06-007
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.-- - --"‹ '' -- r - r \ DAM CONSTRUCTION SPECIFICATIONS: GENERAL GRADING&DRAINAGE NOTES:
1. ALL FILL SOILS FOR DAM SECTION SHALL CONSIST OF1. EXISTING TOPOGRAPHY BASED ON SURVEY BY CLARK SURVEYING SERVICES.
y / � -' Existing 48 RCP IMPERMEABLE MATERIAL. FILL SHALL BE COMPACTED TO
" INV IN=25.58 AT LEAST 95%STANDARD PROCTOR MAXIMUM DRY2. ALL CONSTRUCTION TO CONFORM TO BRUNSWICK COUNTY AND NCDENR
,, INV UT-25 51 STANDARDS AND SPECIFICATIONS.\ �✓ p` - a DENSITY,AT OPTIMUM MOISTURE CONTENT. NO BLASTED TRI�DIVxX \ MATERIALS SHALL BE USED IN THE EMBANKMENT 3. ALL CUT/FILL SLOPES TO BE 3:1 MAXIMUM UNLESS OTHERWISE NOTED.-- -- o ..-- ANT RETE PIPE
"t �/ CONSTRUCTION SOILS SHALL NOT EXHIBIT SIGNIFIC 4. ALL STORM DRAINAGE TO BE REINFORCED CONC"" f! ` "' - \ SHRINK/SWELL OR DISPERSIVE CHARACTERISTICS.
" ', - " --�`` --' ON-SITE GEOTECHNICAL ENGINEER SHALL APPROVE THE 5. ALL ROOF DRAINS TO BE TIED TO CATCH BASIN
/' r TRIGON ENGINEERING CONSULTANTS, INC.
✓ ✓ rr SOILSFORPLACEMENTWITHINTHEBERMSECTION,AND313 GALLIMORE DAIRY ROAD
W / SHALL SPECIFY THE METHODS TO BE USED FOR
si 1411::114 ''::;"'' ----''''' '''''---'
- j PLACEMENT OF FILL. PONDNOTES: GREENSBORO,NC 27409
C` f ill"'
�,/ 1. ORIFICE INLET IS TO BE INVERTED AND KEPT FREE OF DEBRIS. PHONE:[phone] FAX:[phone]
, 7
\ \ '\ ,, 1 r" --~-'- 2. IN ALL FILL AREAS OF THE BERM,A SOILS 2. SPILLWAY ARMOURING SHALL EXTEND A MINIMUM OF
\ ,\ j COMPACTION TEST SHALL BE CONDUCTED EVERY 2500 3 FEET BEYOND THE POINT WHERE THE FILL IN THE SPILLWAY
,, /� f SQUARE FEET PER VERTICAL FOOT OF FILL. TIES INTO EXISTING GROUND
�s //! l` /
3. EMBANKMENT FOR POND TO CONSIST OF SELECT MATERIAL.
CONSULT GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
'� /
f: // / 4M dll 3. A KEY TRENCH IS TO BE PROVIDED IN ALL FILL AREAS. w
/ �, / TRENCH TO EXTEND A MINIMUM OF FIVE FEET BELOW 4. ALL SLOPES TO BE STABILIZED WITHIN 21 DAYS. Q
/, \ ` 1' 1. • / / / EXISTING GRADE.SOILS AND COMPACTION FOR KEY o
\ / / It TRENCH SHALL MEET ALL REQUIREMENTS OF#1 ABOVE. AQUATIC SHELF NOTES:
/
" ` 1. WETLAND SPECIES FOR PLANTING THE AQUATIC SHELF CAN BE
L^` "* '�. ©- 4. NO TREES OR WOODY VEGETATION OF ANY TYPE MAY BE FOUND IN TABLE 6 FROM"URBAN WATERWAYS: DESIGNING
, / LOCATED ON THE DAM SECTION.
STORMWATER WETLANDS FOR SMALL WATER SHEDS"
\ ,g " PUBLISHED BY THE N.C.COOPERATIVE EXTENSION SERVICE.
-' /` ' I' 5. FILL SHALL BE PLACED IN 8"MAXIMUM LIFTS.EACH LIFT 2. WETLAND SPECIES MUST BE EVENLY DISTRIBUTED ON 4 FOOT
{ CENTERS ALONG VEGETATED SHELF. TREES SHALL BE PLANTED
". �ks j II II SHALL BE CONTINUOUS FOR THE ENTIRE LENGTH OF ON 10 FOOT CENTERS.
I -`' s!� ' { EMBANKMENT.BEFORE PLACEMENT OF FILL FOR THE
/ / BERM SECTION,ALL UNSUITABLE MATERIAL SHALL BE 3. NO WOODY VEGETATION SHALL BE PLANTED ALONG DAM. ONLY
t " Ir 1I`r REMOVED AND THE SURFACE PROPERLY PREPARED FOR RUSHES OR HERBS WILL BE ALLOWED IN THIS AREA.
. FILL PLACEMENT.ALL COMPACTION WITHIN 3'OF 4. A MAXIMUM SLOPE OF 6:1
VEGETATED SHELF SHALL BE
r- -' i • F // -- - AND A MINIMUM OF 10'WIDE.
SPILLWAY OR PIPE TO BE CONDUCTED BY HAND.SEEq NOTE 6 FOR HAND COMPACTION SPECIFICATIONS.
/ /
1/
/ / 7 6. HAND COMPACTION TO CONSIST OF HAND
4.5'DIA.REBAR
l a31 OPERATED EQUIPMENT,INCLUDING BUT NOT RING 4.5'DIA.
111 �<
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, \ \k i • ;� / / / / -- 40BEHIND ROLLERS,ETC. ALL COMPACTION BY
1, .�-_:::::7:::'14,
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PRECAST CONCRETE JrNDWALL
i CONCRETE MANHOLE •\\ a %/• 2'x 3'ACCESS GATE
INV.ELEV.VS; =25.70' / � _
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VEGETATED SWALE y\ _INSTALL TRASH RACK _ OVER MANHOLE STEPS
BASE WIDTH=3.5' a \ ON TOP OF RISER
�' q� ;144 z_ t �'. 6'DIA. REBAR 111*
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♦ I UP ELEV.=2 0' / BARREL HATCH
_ 1 TOP RISER=33.90 3'
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. ' t' .<� _� � INV. IN=32.00
<�. i ` INV IN=35.06(SE)- / / • FLAN VIEW OF TRASH RACK - WET POND
A.A.A \ INV IN= 28.66(NE) a •. �_ ,,�/II11111/ ��
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s.
2
/ 5.0' DIA. RISE1 , ".::*ifi.41,::i::::;,,Ai.44:::
r •CREST ELEV.=34.00' FOR TURE REBARTOP ELEV.=R\ a RING " • •, •�. / \ EXYNSION < 1.0' I i� y`/fr . •c i N E.. �G,♦�.
TOP OF POND " ��F ,y / r 7CA ';' TOP•2)F RISER 0.50' + �//1111111/�� �l ®�
ELEV.=35.00'
/
✓ P�vP?4� Rn i / 7 ?6 / #6REBAR� I
/ / MAINBAY 12 �-;r. ?a 6 •% / W. (TYP.) -
1,..i)
le...ii, / cA A J
,\
ELOEVO 26.00' rr 4,. / ,*/
/ ! , #6 REBAR(TYP.) -
)'''
....11,
ci
=ate_ rl �; 0.58'(TYP.) f MANHOLE�'-
74
STEPS _
~� DED
CAST IN PLACE G <'
CONCRETEa _CI 152 BOTTOM RISER 26.00TOP= i9.19 �? 42"RCP, / INV OUT=35.19 INV.OUT=26.00
/\,/
h/der
Q�° � I " 6'x6'x3.7' ELEVATION OF TRASH RACK - WET POND OWNER / DEVELOPER
- `' \ WET POND RISER DETAIL CONCRETE BASE NOT TO SCALE CUMBEE RD.
5.0'BERM LINED WITH •
a• ( NOT TO SCALE PARTNERS, LLC
ARTICULATED BLOCKS FES-147 �
TOP ELEV.=32.00' INV=26.00 Al \i
7616 HAWK ROAD
\ WILMINGTON, NC 28411
FES 153 0 7 \ ;
INV OUT=28.70" CI 114s [phone]
TOP=34.40 \.
/ ' ?:?.. Ail.
• INV IN=27.32(NE) \ ,
CONTACT: ADAM LISK
.,.ba INV 11 =27.82(SE)
'y INV OIJtT=26.32f 'may'
•' \ TOP DAM=35.00
,,s`' fs airy l7!!l-►.
t��s, S 6,�F • 0 5
x. FOREBA l �s•. 4 ' NATURAL :1 i.....
5:1 1
BOTTOMi�'i .-.= 6i CI-149 - - iyt goo
R ) 0 , 10-YR GROUND
, Fa y „C"p Cp TOP=34. °014 ' e8� 50.00'SPILLWAY=34 00'
ELEv 2 � 22 D ,�.� •
SITE PLANS
.S �:-- 46\ ' INV IN=2 .05 \ 3:1 ��`� 1 I
-7/ / •• • • 1 INV OUT 27.95 MIN. •D-2.5' 1.��°� ♦'� I PERMANENT
\\\
: ',.- ! MAX.D=5.0' Aii�� ®�® i i POOL 32.00'
CI-154 � � 1 M SLOPE=0 j
I TOP- 6.00' �' •• j' 19 LF r 5% 4ti®O� :mBsee 0a.a�raa
INV =29.59' ' •�,, ` 42"RCPf ° ; WET DETENTION
r FES 92 i \
INV UT=29.49' ?•. _ _............_•
i
?�i,�' 0.539� 3.5'
‘, \
INV=26.00 - '� _.. __ ._........ ' POND #1 PLAN &
/ / ' ,,,-- �" ( A> LINER: PERMANENT SOIL • ! I ......
\ . � \ REINFORCEMENT MATTING
DETAILS
41i/ /1 _._.._ �.. POND OUTLET CHANNEL DETAIL
EMERGENCY SPILLWAY
\ / \
. /
:% plfl-,5o NOTTOSCALESEAWYNDE^ arx i NOTTOSCALE�; ♦ 26.5 LFTOPL=33.5 PLANTATION - PHASE I
A A
III
Vt / rn 42"RCP THROAT=32.5 \@ 0.49 /g/ INV=28.15 � � \ \ CUMBEEROAD & N.C. 17JB 9312'AQUATIC SHELF8"PLUGVALVETOWN OF SHALLOTTE
ii �� SOP=36.36 }- TOP ELEV.=32.00' CONTROLLER FOR LOCKWOOD FOLLY TOWNSHIP
III: A. •
INV IN=31.59(15"SD FINISHED GRADE BOTTOM ELEV.=30.00'jINVIN-26.63(54"S UPSTREAM OF PONDMAINTENANCE BRUNSWICK COUNTY,
FFE - 37. ' s /
NORTH CAROLINA
�I 24""RCP44,♦ FFE = 37.5 woo. �� CI-95 INV OUT=26.53 __ \ 2 @ 3' ORIFICE TOP OF RISER
. TOP=35.67 - ELEV.=32.00' C ELEV.=33.90' HORZ.SCALE: 1"=40'
1� @1.63% 22 ' i li I INV IN= .6. 2(S) ` 5'DAM15"."CPI �_6111111,111INV IN=31.54(E) = TOP OF POND VERT.SCALE: N/A
ELEV. 32.00' 50'EMERGENCY,,, 16 @,�.50% d INV OUT=26.82 / I 1 I ELEV.=35.00 SPILLWAY @ 34.00'
N,N,NeCI _) I 100-YR STORM=34.68' DESIGNED BY: SCH
�� o. _% CI 96 p FIRST INCH RUNOFF 33.75' DRAWN BY: MHH
41
� i 37 J P1111111
TO 5.67 ,7 1` -
�' QGe 54"R P °o ' 26.5 LF ( �, INV=31.67 �� - I ( 0 PERMANENT POOL=32.00' _ CHECKED BY:
@ O. 0% I �n �.... SCH
, \;., NN ', /�D 15"RCP -- .1
GI
�� TOP 35.7 o t I I •
• I DATE: 04-25 2007
/3:1
AL .,t, V -
MAINBAY PROJECT NUMBER: 038 06 007
t ^ INV 3 •i FOREBAY Ii I DRAWING
i I i ...............• .._-. I
is
.17 AC) IIII I II I I • ' ' 11 6 L.F. 42"RCP o.5o°i°
WET POND #1 (DRAINAGE AREA = 57
GRAPHIC SCALE BOTTOM POND=26.00'
40 0 40 80 INV.OUT=26.00' PRECAST ENDWALL
WET POND #1 PROFILE VIEW INVT OUT=25.70'
C 8
NOT TO SCALE _
■

GENERAL GRADING&DRAINAGE NOTES:
1. EXISTING TOPOGRAPHY BASED ON SURVEY BY CLARK SURVEYING SERVICES.
117AAlk.‘Z
2. ALL CONSTRUCTION TO CONFORM TO BRUNSWICK COUNTY AND NCDENR
""'"""" STANDARDS AND SPECIFICATIONS.
3. ALL CUT/FILL SLOPES TO BE 3:1 MAXIMUM UNLESS OTHERWISE NOTED.
4. ALL STORM DRAINAGE TO BE REINFORCED CONCRETE PIPE.
5. PORTABLE PUMP TO BE KEPT ON SITE TO DRAIN POND FOR MAINTENANCE. 1 IG
6. ALL ROOF DRAINS TO BE TIED TO CATCH BASIN
PREFORMED SCOUR HOLE
OUTLET PROTECTION
(SEE DETAIL) N TRIGINC.
II I
POND NOTES: 313 GALLIMORE DAIRYO ROAD
TS
[. ..zh_
-N.
ii' '')'` (i 1. ORIFICE INLET IS TO BE INVERTED AND KEPT FREE OF DEBRIS. GREENSBORO, NC 27409
2. SPILLWAY ARMOURING SHALL EXTEND A MINIMUM OF PHONE:[phone] FAX:[phone]
24 LF 2.0"PVC
,. Viiihm..._ 3 FEET BEYOND THE POINT WHERE THE FILL IN THE SPILLWAY
TIES INTO EXISTING GROUND.
fr ♦.`. � 3. EMBANKMENT FOR POND TO CONSIST OF SELECT MATERIAL.
♦♦♦♦♦.
+♦*♦♦t'�!� PRIMARY SPILLWAY
♦ "♦�♦ WEIR LENGTH=5.0' CONSULT GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
+'\ 161, ♦! CREST ELEVATION=36.40' If (FOR DAM CONSTRUCTION SPECIFICATIONS SEE SHEET C 8.1.)
t ♦ 4. ALL SLOPES TO BE STABILIZED WITHIN 21 DAYS. "-'
'i. ,/,... I I 5. PREFORMED SCOUR HOLE SHALL BE INSTALLED BELOW ORIFICE
- • t� %. CLASS B RIP_fJ?1P
\I,Ir AND PRIMARY SPILLWAY. SEE DETAIL THIS SHEET.
BELOW SPILLWAY
�` '44. --Cr� EMERGENCY SPILLWAY LINED '�J AQUATIC SHELF NOTES:
1.WITH ARTICULATED BLOCKS TOP OF POND 1. WETLAND SPECIES FOR PLANTING THE AQUATIC SHELF CAN BE
# r v -- WEIR LENGTH-60.0' ELEV.=38.00'
.> ____ FOUND IN TABLE 6 FROM"URBAN WATERWAYS: DESIGNING
�� CREST ELEV.=37.20' STORMWATER WETLANDS FOR SMALL WATER SHEDS"
PUBLISHED BY THE N.C.COOPERATIVE EXTENSION SERVICE.
~. IASIIIIP' 2. WETLAND SPECIES MUST BE EVENLY DISTRIBUTED ON 4 FOOT
CENTERS ALONG VEGETATED SHELF. TREES SHALL BE PLANTED
,,,../--•" Aft .° ;_/ :fi ON 10 FOOT CENTERS.
//,
3. NO WOODY VEGETATION SHALL BE PLANTED ALONG DAM. ONLY
RUSHES OR HERBS WILL BE ALLOWED IN THIS AREA.
4. VEGETATED SHELF SHALL BE A MAXIMUM SLOPE OF 6:1
AND A MINIMUM OF 10'WIDE.
fir'
up
lill O
1
w
cc
./
PERMANENT POOL .‘: \
/ „---"-- ,
___,,�----._,MAIN BAY"BOTTOM
ELEV.'=35.00' /2, QUq�/
ELEV. 29.0
W _
q
C
NF<F
/
inear 'lir 1.
C 165
TOP=38.50' - . ,• , i ♦♦♦ 4,„,,,.x,„(4,. ,\
✓ INV IN=33.26'
/ ♦♦♦♦
/ INV OUT=33.16'
< PIPE OR CHANNEL litilL011111"1-*l-77
/ �� r "�1{ r► �- ` \\:N 11. 4:: OULTET ♦♦♦♦16111°1 ♦♦♦ ,,�III11111j1�,
.41111 1 4.0' A ���� • r,
/ -,,: ,,,„,,
S °off ♦ � SEAL '
~, - 32721
'_..i:›
IP= 6 '11
14 a / ED
si° ::-:') /114;w:meti.
SCOUR AR EP EFORMpeAell,ik,, •,; ,,,#*
,,,,���1111111 �, ,,I O�� ° � ( ) 6.0'ROLLPERMANENT�� FOREBAY" rELEV.=29�0' / 5.0'BERM LINED WITH �arII '
(RIPRAPNOT)SH. JN MATTING(PSRM)MENT4�0,0*T Sz,,:,% /7
1GARTICULATED BLOCKS FOR CLARITY TOPELEV 4.754 N\N> 1 .1Pir 111
,: .10.01:-:'
CI 66 /� ; i FES 64r% TOP 8.90' /�/ L �+ w / li INV OUT=30.00'\ f .� 1111140..��4.41
I I N=34.07'
INV OUT=33.82' , ` �� : 1 tLAYOUT
‘''''''‘4%
/ ®vAltiv.•
CI-64-ATOP=38.50'NVIN=32.65' ` FES 52// / /
JNVOUT=30.65' r..-, �� INV OUT=30.00' l POND DAM SLOPE
GQ�°. , / •
1 _,.ilL -III/ f DEPTH OF RIP RAP(1')
j ' / . . ' - _ DEPTH OF SCOUR HOLE OWNER / DEVELOPER
(1.0'MIN.) PSRM: INSTALL LEVEL AND FLUSH CUMBEE R D.
1��� Y t„,411\ WITH NATURAL GROUND
FFE - 40.0 ,41/4 CI-5346 LF _ _ _ NATURAL PARTNERS, LLC
/ INV IIN=30.30' 7616 HAWK ROAD
48"RCP 2:1 2:1 GROUND
@0.43% OULTET WILMINGTON, NC 28411
INV OUT=30.20' PIPE OR CHANNEL
J.12 MIN. 1'TUCK [phone]
LINER:CLASS B RIP RAP
t SDMH-67 1 WITH TYPE 2 FILTER FABRIC 5.0' CONTACT: ADAM LISK
TOP=39.50' - � Z 1 BASE WIDTH
INV IN=34.54' /•
/' \if\
INV OUT=34.44' i I SECTION A-A
\\\ e
41LF ; 12 / \ I ///
w--�~ 15"RCP , J/ \
� !
@ 0.52% I /r
/ /
7
j \ 1
, „
,` \ \` �V PREFORM SCOUR HOLE DETAIL SITE PLANS
!� �, J� ��o�0 1, 1� NOT TO SCALE
/� CI 68 FFE = 40.0 @ 1
. WET DETENTION� � TOP=38.75' Q
` ' INV OUT=34.75' ��QG �� 20 -- GRAPHIC SCALE/20 40
% POND #2 PLAN &
/ �� \ ,� DETAILS
A SEA WYNDE
WET POND #2 (DRAINAGE AREA = 15.78 AC)
PLANTATION - PHASE
CUMBEE ROAD & N.C. 17
TOWN OF SHALLOTTE
LOCKWOOD FOLLY TOWNSHIP
FINISHED GRADE BRUNSWICK COUNTY,
UPSTREAM OF POND 5.0'SPILLWAY NORTH CAROLINA
ELEV.=36.40'
12'AQUATIC SHELF TOP DAM=38.00 HORZ.SCALE: 1"=20'
TOP ELEV.=35.00'
• 5'DAM BOTTOM ELEV.=33.00' TOP POND - 5'1 0.8' 5:1 VERT.SCALE: N/A
-\\_vv, 60'EMERGENCY SPILLWAY
ELEV.=34.75' = 1
•
38.00' ELEV.=37.20• I 60.00'SPILLWAY=37.20' DESIGNED BY
SCH
100 YR STORM=37.55' 1:1 1:1
1ST INCH RUNOFF=36.36'
3:1 5.0'PRIMARY SPILLWAY PERMANENT DRAWN BY: MHH
•
��ELEV.=36,40'
•
POOL 35.00' CHECKED BY:
PERMANENT POOL=35.00' - SCH
76: I 2.0"ORIFICE 2"ORIFICE '_ i DATE: 04 25 2007
i ELEV.=35.00' ELEV.=35.00'•
•
3:1 3:1 I i PROJECT NUMBER: 038-06-007
ill lil-- MAINBAY ,
6:1FOREBAY 3 ( ; I •
I DRAWING
I11-1 1 11I II ► _ 3:1
EMERGENCY SPILLWAY & DRAWDOWN DETAIL
•
•
BOTTOM POND=29.00
NOT TO SCALE
WET POND #2 PROFILE VIEW cmg
NOT TO SCALE ____ } \ . __ ______ _.....)
■
-

i .....
GENERAL GRADING&DRAINAGE NOTES:
1. EXISTING TOPOGRAPHY BASED ON SURVEY BY CLARK SURVEYING SERVICES.
•
2. ALL CONSTRUCTION TO CONFORM TO BRUNSWICK COUNTY AND NCDENR
STANDARDS AND SPECIFICATIONS. 7A4, 1
3. ALL CUT/FILL SLOPES TO BE 3:1 MAXIMUM UNLESS OTHERWISE NOTED.
4. ALL STORM DRAINAGE TO BE REINFORCED CONCRETE PIPE. ��'�Q�
5. PORTABLE PUMP TO BE KEPT ON SITE TO DRAIN POND FOR MAINTENANCE.
6. ALL ROOF DRAINS TO BE TIED TO CATCH BASIN
II II TRIGON ENGINEERING CONSULTANTS, INC.
313 GALLIMORE DAIRY ROAD
AgLi' POND NOTES: GREENSBORO,NC 27409
1. ORIFICE INLET IS TO BE INVERTED AND KEPT FREE OF DEBRIS. PHONE:[phone] FAX:[phone]
in2. SPILLWAY ARMOURING SHALL EXTEND A MINIMUM OF
3 FEET BEYOND THE POINT WHERE THE FILL IN THE SPILLWAY
TIES INTO EXISTING GROUND.
If
1111 ` 3. EMBANKMENT FOR POND TO CONSIST OF SELECT MATERIAL.
I CONSULT GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
(FOR DAM CONSTRUCTION SPECIFICATIONS,SEE SHEET C 8.1.)4. ALL SLOPES TO BE STABILIZED WITHIN 21 DAYS.
PREFORMED SCOUR HOLE SHALL BE INSTALLED BELOW
Or
ORIFICE. SEE DETAIL ON THIS SHEET.
,�` r'
r ° 1. WETLANDSPECIES FOR PLANTING THE AQUATIC SHELF CAN BE
�,t
/� FOUND IN TABLE 6 FROM"URBAN WATERWAYS: DESIGNING
4 PUBLLIISHED BY THE N.C.COOPERATIVEXTENSION SERVICE.
2. WETLAM ND SPECIES MUSTS BE EVENLY DISTRIBUTED ON 4 FOOT
CENTERS ALONG VEGETATED SHELF. TREES SHALL BE PLANTED
ON 10 FOOT CENTERS.
i� 3. NO WOODY VEGETATION SHALL BE PLANTED ALONG DAM. ONLY
RUSHES OR HERBS WILL BE ALLOWED IN THIS AREA.
1 4. VEGETATED SHELF SHALL BE A MAXIMUM SLOPE OF 6:1
AND A MINIMUM OF 10'WIDE.
N
TOP OF POND o
ELEV.=46.50' 12'AQUATIC SHELF
w
5.0'BERM LINED WITH
A1TICULATED BLOCKS
FOREBAY BOTTOM TOP ELEV.=43.50'
ELEV.=39,50'
010•01
1
344
iii\\. „_
1 0°°..1111*\
\ill,
--dilliill
PIPE OR C HANNEL
\4.-
� 114;°,7:41#*- : Ili
lig
' �� OULTET
`''" ' °0 :41- '_!• Iiil MAINBA BOTTOM
' ° " ' 11111111111111:111:111:1711...-ELEV.= 9.50' • 26 LF-2.5"PVC A NMIIt74
411
4.0' A
$ 1* PERMANENT POOL CIMMIlhN
•
t • a " ELEV.-43.50' fib. ��'. ♦ A .. 'I;.
:As. ,,.
tit,4-4W 'Airgli \
•
' ' SEAL =_
" :,:i.,:,:p ‘ r,..v. '%`., 2.5'SQUARE PREFORMED r 32721
.�� �• ( ) ♦�+. 6.0'ROLL PERMANENT
C. *, SCOUR HOLE PFSH
1 PREFORMED SCOUR HOLE ( T. '� �' ��
RIP RAP NOT SHOWN
0.1
< -,� < � + � SOIL REINFORCEMENT ♦ ti �
0 4;--"'Mllib
�'� Y ` '-' �,r,s4000. � OUTLET PROTECTION FOR CLARITY) � '' �` � � ♦ G � E,.•' Gj ��
, , 0....
(SEE DETAIL) . \ ,, F•.•OG� ♦♦Hi
? MATTING(PSRM) �,y�. N.
______._... ,Z.....r.
Y , AAVAI
bay` r , ��1/11nu�f,��
G 0�0� EMERGENCY SPILLWAY 10
Iti ♦ ♦�)
CI 6 LF 117
3 G „ _ LINED WITH ARTICULATED BLOCKS • N /\,.A/01:1
...^t ' WEIR LENGTH= 10.0'
(1<i
TOP=46.75 ��� r r' CREST ELEV.=45.00' 1
INV IN=39.91 8'DAM
INV OUT=39.81 \1111.111.111.11.111 LAYOUT
./f \ CLASS B RIP RAP
�.- 99 LF 36'
RCP @ 0.40% 1 BELOW SPILLWAY
I
POND DAM SLOPE
DEPTH OF RIP RAP(1')
CI-7
TOP=47.37
DEPTH OF SCOUR HOLE
INV IN=40.41 (SW) .-` (1.0'MIN.)
INV IN=43.15(NW) PAD ELEV. . -�'
PSRM
NATURAL OWNER / DEVELOPER
INV OUT=40.31
2:1 2:1 GROUND
48.E CUMBEE RD.
r'r PIPE OR CHANNEL
r' OULTET PARTNERS LLC
50 LINER:CLASS B RIP RAP MIN. 1'TUCK 7616 HAWK ROAD
41. WITH TYPE 2 FILTER FABRIC 2.5 W
BASE WIDTH ILMINGTON, NC 28411
[phone]
9 SECTION A-A CONTACT: ADAM LISK
48
PREFORM SCOUR HOLE DETAIL
51 i' r" NOT TO SCALE
PAD ELEV.: GRAPHIC SCALE
20 0 20 40 SITE PLANS
48.0
WET DETENTION
POND #3 PLAN &
DETAILS
WET POND #3 (DRAINAGE AREA = 5.77 AC)
SEA WYNDE
PLANTATION - PHASE
10.0'SPILLWAY CUMBEE ROAD & N.C. 17
/ FINISHED GRADE
UPSTREAM OF POND ELEV.=45.00' TOWN OF SHALLOTTE
5'DAM 12'AQUATIC SHELF
LOCKWOOD FOLLY TOWNSHIP
WI K COUNTY,
ELEV.=43.50' TOP=43.50-
BOTTOM=41.50 NORTH CAROLINA
2.5"ORIFICE TOP DAM =46.50' HORZ.SCALE: 1"=20°
TOP PONDVE
IF155:1 ELE0RORM=45.61' 1000SPILLWAY=45.00I I ' _ ? 0 POOL 43.50'
CHECKED BY: SCH
PERMANENT POOL-43.50'
3:1 6:1
( _...._............... DATE: 04-25-2007
1 MAINBAY . EXISTING GRADE 33 i
FOREBAY _.................._I I 1
PROJECT NUMBER: 038 06 007
- -- i '
3:1 I
DRAWING
BOTTOM POND=39.50
EMERGENCY SPILLWAY & DRAWDOWN DETAIL
NOT TO SCALE
WET POND #3 PROFILE VIEW
C Nia . 3
NOT TO SCALE

r-
-
GENERAL GRADING&DRAINAGE NOTES:
1.•
,,,,
EXISTING TOPOGRAPHY BASED ON SURVEY BY CLARK SURVEYING SERVICES.
• Ali
• ' • • • iglg.'5 50' 2. ALL CONSTRUCTION TO CONFORM TO BRUNSWICK COUNTY AND NCDENR
INV JT = 41 .0: 17AV
1
STANDARDS AND SPECIFICATIONS.
,v48.0 3. ALL CUT/FILL SLOPES TO BE 3:1 MAXIMUM UNLESS OTHERWISE NOTED.
! 4. ALL STORM DRAINAGE TO BE REINFORCED CONCRETE PIPE.
PAD ELEV.. 5. PORTABLE PUMP TO BE KEPT ON SITE TO DRAIN POND FOR MAINTENANCE.
'w �~ �. II II 6. ALL ROOF DRAINS TO BE TIED TO CATCH BASIN TRIGOIV
\ ` 48.0
POND NOTES:
1. ORIFICE INLET IS TO BE INVERTED AND KEPT FREE OF DEBRIS.
2- SPILLWAY ARMOURING SHALL EXTEND A MINIMUM OF TRIGON ENGINEERING CONSULTANTS, INC.
/ 3 FEET BEYOND THE POINT WHERE THE FILL IN THE IF
313 GALLIMORE DAIRY ROAD
�" 50 TIES INTO EXISTING GROUND. GREENSBORO, NC 27409
3. EMBANKMENT FOR POND TO CONSIST OF SELECT MATERIAL. PHONE:[phone] FAX:[phone]
I
1 �
`J� _ CONSULT GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
( t .._ (FOR DAM CONSTRUCTION SPECIFICATIONS,SEE SHEET C 8.1-)
1J ! s- I 4- ALL SLOPES TO BE STABILIZED WITHIN 21 DAYS.
✓ ' �O 5. PREFORMED SCOUR HOLE SHALL BE INSTALLED BELOW
'PACE L EV.. v.?, ORIFICE. (SEE DETAIL ON SHEET C 8.3.)
\ \\ w
Q
AQUATIC SHELF NOTES: o
0 1. WETLAND SPECIES FOR PLANTING THE AQUATIC SHELF CAN BE
4810
} {• TOP 546.83 FOUND IN TABLE 6 FROM"URBAN WATERWAYS: DESIGNING
INV OUT=40.97
t
STORMWATER WETLANDS FOR SMALL WATER SHEDS"
PUBLISHED BY THE N.C.COOPERATIVE EXTENSION SERVICE.
/
-
2. WETLAND SPECIES MUST BE EVENLY DISTRIBUTED ON 4 FOOT
CENTERS10 ALONG VEGETATED SHELF. TREES SHALL BE PLANTED
\orp .: 'IIOIlllIlllIIIIIII.lII"."---: - --- --- -----
CENTERS.
�•• 3. O, i i
N NO WOODYFOOT VEGETATION SHALL BE PLANTED ALONG DAM. ONLY
RUSHES OR HERBS WILL BE ALLOWED IN THIS AREA.
l �� TOP 46.22 Cep U 4- VEGETATED SHELF SHALL BE A MAXIMUM SLOPE OF 6:1
o " AND A MINIMUM OF 10'WIDE-
INVIN=40.58 A r I
( t.,j \
INV OUT=40.33 CI-21 0 "0
1t `` TOP=46.22 ~ -
INV IN=40.22
I \ INV ► 72(SW)
► V IN=40.22(NE)
CI- • INV OUT=37.72
1 „:"'' TOP=46.03
INV IN=38.39(NalV� ^ N ��
ry INV IN=41:14(SW) o < Apr �40/° _�
. ` INV OUT=38.39 v n „RCPg .
NLu
/ A$ CI-24 •
•
H
% TOP=46.83 1 8
INV IN=40.86 A Cl
�\ INV OUT=40.61 �`�
N
\ 41 AL /
- ��s, ��% � 'r1 PAD ELEV. : PAD E M
�' ..H. PAD ELEV.:
�, FES-20 o 49.5 �. 49;
INV-37.50 ` J
/ ,
�, �� 5�` 64 4f9.5 6312 M N o
6
I G #/e .0/ .IN i ;p B
,ko."
56t ,,�/111111/14
' ��'•0 15 7/8„
•
Tt. I41IIIS
TOP=46.56 v• „7/e^ •• �1 c
INV IN=38.16(NW) v 157/8"
1
INV IN=40.66(SW) ... SEAL.
INV OUT=38.16 \
,-- = 32721
r'olA. Ii� 'L c I N E• .
44,,,,
, t..- - ... . / / o, �'"�_ •°• is Al: •a' � ,,� F•.•OG�,,,��
f t t _ ► t, a D lle/1111111/�,
► • ) 1 i �� ► 4._- I I la
/ \
� , i, c MAINBAY BOTTOM - ° a' ° a' '"
::... ELEV.=37.50' . '4 D' I.
.
1 -. C
t.
/
•' / FOREBAY BOTTO\NX / '~/
\\ ,/- ELEV.=37.50' \ r
COPYRIGIET ARMORTEC 2004 ALL RIGHTS RESERVED.
r' TITLE PREPARED BY:
1� % S • i7 ARTICULATED CONCRETE ARMORTEC
PAD ELT. :
5.0'BERM LINED WITH ' , j.. BLOCK STANDARD DETAIL
ARTICULATED BLOCKS r CL 5011 UNIT DETAIL BOWLING GREEN,KY 42104 FAX[phone]
1PH
49.0 TOP ELEV.=43.25' �N • SPILLWAY LINED DESCRIPTION: DRAWN BY: DATE: CAD FILE:
EMERGENCY
, ,- 1'i'-�"i y..., Y_ i- KWM 1-20-00 Y2K DETAILS
I UNIT DIMENSIONS
• re e )-e, ' , WITH ARTICULATED BLOCKS
+-< ,--,w>....i'�� ��•r CMKED BY: SCALE DRAWING NAME/NO-
WEIR LENGTH=50.0'
� •i:. CREST ELEV.=45.20' DWD DIMEN'D ALOC-5011
- � ', °'• "CLASS B RIP RAP OWNER / DEVELOPER
i , a r BELOW SPILLWAY
CUMBEE RD.
PREFORMED SCOUR HOLE
PARTNERS, LLC
• �/ TOP OF POND 1 -- �� � OUTLET PROTECTION
{ (SEE DETAIL) 7616 HAWK ROAD
ELEV.=46.00' WILMINGTON, NC 28411
1,� 20 LF-2.5"PVC
[phone]
/` PERMANENT POOL CONTACT: ADAM LISK
f,1 ELEV. =43.50' \ 7 I��I' I(I//y
l( V V
\ /
i ' I O O
1 Ay LA0_' r SITE PLANS
_
O _
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WET DETENTION
,IP. GRAPHIC SCALE 20 0 20 40 POND #4 PLAN &
0
'; 000 DETAILS
i
SEA WYNDE
WET POND #4 (DRAINAGE AREA = 12.12 AC) I
....1 _ PLANTAON - PHASEI
O n v O ❑ CUMBEE TOWN OF SHAROAD & TLON. 17
TE
LOCKWOOD FOLLY TOWNSHIP
ir BRUNSWICK COUNTY,
NORTH CAROLINA
' FINISHED GRADE J ❑ ❑ ❑ O O ❑ HORZ.SCALE: 1"=20'
UPSTREAM OF POND 12'AQUATIC SHELF TOP DAM=46.00' r�
TOP=43.50'- j -0 , I = ...r ,
5'DAM 1 VERT.SCALE: N/A
BOTTOM=41.50' 2.5"ORIFICE
ELEV.=43.25' TOP POND 50.0'SPILLWAY 0.8' 5/ •
ELEV.=43.50'
=46.00' ELEV=45.20' 50.0 SPILLWAY=45.20' DESIGNED BY: SCH
p 100-YR STORM=45.50' - I
DRAWN BY: MHH
PERMANENT
i 2.5"ORIFICE I SCH
p FIRST INCH RUNOFF=45.05' ELEV.=43.50' I I I POOL 43.50' CHECKED BY:
v_ PERMANENT POOL 43.50' f DATE: 04-25-2007
I
"_; ( 6:1•
��� ••
g. i _ PROJECT NUMBER: 038-06 007
3:1
- 3:1 MAINBAY 6'1 EXISTING GRADE COPYRIGH RMORTEC 2004 ALL RIGHTS RESERVED-
- ! I 1 - - i : , : - I s I i I FOREBAY i TITLE: DRAWING
i A
j
_.._. - I PREPARED BY:
j 3:1 3:1 ARTICULATED ARMORTEC
•
EMERGENCY SPILLWAY & DRAWDOWN DETAIL STANDARD
BLOCK
BOTTOM POND=37:§0'
ARD DETAIL 301PASCOEBLVD. PH(270)843-:
NOT TO SCALE BOWLING GREEN,KY 42104 FAX
DESCRIPTION: DRAWN BY: DATE: CAD FILE
CLASS 5011 UNIT KWM 1-20-00 Y2K DETAILS -
8A
W ET POND #4 PROFILE VIEW LOCKING LAYOUT CN KED BY: SCALE: DRAWING NAME/NO.
NOT TO SCALE
DWD DIMEN'D ALOC-LOCKING(SOfI)

r'
4,"T. .4) /N
I y / '' GENERAL GRADING&DRAINAGE NOTES:
1 82
°
8 % 1. EXISTING TOPOGRAPHY BASED ON SURVEY BY CLARK SURVEYING SERVICES.
Y
I 2. ALL CONSTRUCTION TO CONFORM TO BRUNSWICK COUNTY AND NCDENR 7,4tA/A
PAD ELEV. : --
STANDARDS AND SPECIFICATIONS.
3. ALL CUT/FILL SLOPES TO BE 3:1 MAXIMUM UNLESS OTHERWISE NOTED.
PAD ELEV.: p TRICD i1 4. ALL STORM DRAINAGE TO BE REINFORCED CONCRETE PIPE. N
•QQ 5. PORTABLE PUMP TO BE KEPT ON SITE TO DRAIN POND FOR MAINTENANCE.
53.0
6. ALL ROOF DRAINS TO BE TIED TO CATCH BASIN
► ELEV. : yo
@r�
-''-�� TRIGON ENGINEERING CONSULTANTS, INC.
GQ ,/ 31GREENS ORO NC 27409 ROAD
5 3"0 N ...
'41/ ^5 POND NOTES:
J �,� 1. ORIFICE INLET IS TO BE INVERTED AND KEPT FREE OF DEBRIS. PHONE:[phone] FAX:[phone]
�-f'I NN� i 2. SPILLWAY ARMOURING SHALL EXTEND A MINIMUM OF
3 FEET BEYOND THE POINT WHERE THE FILL IN THE SPILLWAY 7 PAD ELEV. . TIES INTO EXISTING GROUND.
ill 3. EMBANKMENT FOR POND TO CONSIST OF SELECT MATERIAL.
\ .0 II CONSULT GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION.
j (FOR DAM CONSTRUCTION SPECIFICATIONS,SEE SHEET C 8.1.)
CI-49
/I ' '= 4. ALL SLOPES TO BE STABILIZED WITHIN 21 DAYS. o
OP=50.34 5. PREFORMED SCOUR HOLE SHALL BE INSTALLED BELOW
INV=47.34
. ORIFICE. (SEE DETAIL ON SHEET C 8.3.)
26.5 F
15" 'CP � I `
CI-48 rt 0.49% r AQUATIC SHELF NOTES:
• TOP=51.34 k� Z 1. WETLAND SPECIES FOR PLANTING THE AQUATIC SHELF CAN BE
I I FOUND IN TABLE 6 FROM"URBAN WATERWAYS: DESIGNING
IN N=46.81 (N
INV I 47. 1 ) STORMWATER WETLANDS FOR SMALL WATER SHEDS"
INV�. =46.71 �.. �...-� PUBLISHED BY THE N.C.COOPERATIVE EXTENSION SERVICE.
�' / 2. WETLAND SPECIES MUST BE EVENLY DISTRIBUTED ON 4 FOOT
CENTERS ALONG VEGETATED SHELF. TREES SHALL BE PLANTED
` \ ON 10 FOOT CENTERS.
�� \ 3. NO WOODY VEGETATION SHALL BE PLANTED ALONG DAM. ONLY
RUSHES OR HERBS WILL BE ALLOWED IN THIS AREA.
FdREBAY BOTTOM 4. VEGETATED SHELF SHALL BE A MAXIMUM SLOPE OF 6:1
LE'V\=45.00' `•". ['.. AND A MINIMUM OF 10'WIDE.
fi
z
5.0'BERM LINED WIT p
ARTICULATED BLOCKS
""-- 0 31 LF TOP ELEV. =47.75' Lij
\, ," ^ in RCP
-1
)° CI 47 `I
4, \ TOP=50.50
\..m INV IN=46.39 \' •� \
INV OUT=46.29
N
FES-46 ,-,, .� ( `]-
INV=45.00 � ' '
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.1. Table 6.Si C,sated wetland ve.eta on by starrnwater wetland zone
, : Wetland Trees ; Shrubs Herbaceous fed esl A saatic
AL.
1 i > Deep poai Bald Cypress N,A tJr _ )J!A Cam my ,,,,`�1111C1111I���,I
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(�2.5`deep) a: r lily, ��� ��`
•
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�1 .. Shallow :.user Atlantic',,hits Sea Ox--rye Arrow arum, Pica�r grass, ' N,`A t• O e 7i
\� \j t MAINBAY BOTTOM (0"-12' cedar, Swamp,Dog,,,, rrowhead, Rush •, S AL
'_ � ,�►� ELEV.=45.00' deep;, Bald cypr+ass, hobble, Cardinal f6a;v��. i�uncus: �� � ��' 32721 L.PAD ELEV": each_
•
Black tivliat.W, S vamp Rom' Lizard`s tall; oft stem i cr\ �:•
Overcup oak Pic erelw d, b�;irushrr ••ti F �:
p 20 LF 2 @ 2"PVC Sr arnp tupelo, fouthem blue I N •
PERMANENT POOL ,� dater tupelo flag �i� F. ..G\.-,s�
ELEV.=48.00' Shallow Ili,d Black tAWlliox*r, T B•uttorbL.sh, False nettle, I Ufl Nlr ����I11111111��,
(0"- 12" Green ash, Coastal doc, Rose mali>r w, (luneus). • It I �I 07
above„"ate; Pond Pine o bie. Sm3 tweed. Wool grass
i a2 Ride.B rc>- r �I;' Tauct-me-not'"�. '�` % .t:, 14;t7-4',/,‘"1:eill44::::.,
�t".� : y; _.... ,..�.. `,llf�. .`i4`:eetb$tif, h r, r' tFl �� <, C t t 'atQr Oak. a ,„ cs •,r0 L1,\ 7 .� k �,,:�` ji+ `_PREFORMED SCOUR HOLEI. tN 'J r t o t r *'s'�"1 11 TLET PROTECTIONWsUOwOakS' et�. t r (SEE DETAIL)
pepperbush,
• I
\, - ¢; Nora Cherrybark cook, Great laurel, Grape fern, River pats, N+A
50 wi �: at
\� �= ' • floadalate land Red maple, Rhododendron, Southern lady Wire grass
,� Sycamore. 'v"cax myrtle `ern I
Tulip poplar,
\ 1� „, : r Water oak,
WN/ MEMMNISO. m.810
CLASS B RIP RAP White pine
BELOW SPILLWAY I
iu .II..1grIlll.I.IlIIlI111l°-
OWNER / DEVELOPER
../_ EMERGENCY SPILLWAY LINED
_ CUMBEE RD.
TOP OF POND WITH ARTICULATED BLOCKS
ELEV.=50.00' ----..._..._..�. WEIR LENGTH=25.0'
\ CREST ELEV.=49.00' PARTNERS, LLC
_ 7616 HAWK ROAD
_-- WILMINGTON, NC 28411
„.. [phone]
CONTACT: ADAM LISK
it ' ,F /. ,,,;. ..I::..r...
SITE PLANS
GRAPHIC SCALE
20 0 20 40 WET DETENTION
POND #5 PLAN &
DETAILS
WET POND #5 (DRAINAGE AREA = 2.59 AC) SEA WYNDE
PLANTATION - PHASE I
CUMBEE ROAD & N.C. 17
TOWN OF SHALLOTTE
LOCKWOOD FOLLY TOWNSHIP
BRUNSWICK COUNTY,
FINISHED GRADE 12'AQUATIC SHELF
NORTH CAROLINA
HORZ.
UPSTREAM OF POND TOP=48.00-
- 5'DAM BOTTOM=46.00
ELEV.=47.75' TOP POND SPILLWAY=25' CAL:: 1"=20'
•
TOP DAM=50.00 2 @ 2.0"ORIFICE
............ =50.00 ELEV.=49.00' s ► ► ELEV.=48.00' I ............ VERT.SCALE: N/A
5:1 ;..._
V 100-YR STORM=49.23' 1.0' 5:1 _ DESIGNED BY: SCH
2 @ 2.0"ORIFICE 25.00'SPILLWAY=49.00' DRAWN BY MHH
p FIRST INCH RUNOFF=48.58' ELEV.=48.00' --- '
_ PERMANENT POOL=48.00' I I I I - I PERMANENT CHECKED BY: SCH
V POOL 48.00
..................I i i ��--- ► DATE: 04 25 2007
6
1 i
00
•
3:1 ......1 ;....-............. MAINBAY 6:1 I I EXISTING GRADE''''"---
PROJECT NUMBER 038 06 007
FOREBAY i
i ;
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•
DRAWING
3:1 &1 .......s
IfI III III 11 ►
BOTTOM POND=45.00 EMERGENCY SPILLWAY & DRAWDOWN DETAIL
WET POND #5 PROFILE VIEW NOT TO SCALEC Mil 13 . 5
NOT TO SCALE

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0
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\ t 1 �s; - w /- - - - - . - - . - - - - - - - - - . . - - - . . ' I _ — _ _ DESIGNED BY: SCH
\ _.\ \� / ' \ / DRAWN BY: MHH
\ O1 i I CHECKED BY: SCH
o \ O� _ - - _ - - - - _ . - I I - + i R w w w a 4 i DATE: 04-25 2007
' \ \, I x, w `w PROJECT NUMBER: 038-06-007
A.
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NOTE:WHERE FORCEMAIN AND WATERLINE CROSS, I / 1 1 TRIGON ENGINEERING CONSULTANTS, INC.
FORCE MAIN SHALL BE LOWERED TO CROSS UNDER / i 313 GALLIMORE DAIRY ROAD
WATERLINE. MINIMUM VERTICAL CLEARANCE SHALL i GREENSBORO,NC 27409
\ 1
1 BE 18". WATERLINE AND FORCE MAIN JOINTS SHALL ' PHONE:[phone] FAX:[phone]
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NOT BE LOCATED WITHIN 10'OF CROSSING.STEEL ` III
ENCASEMENT PIPE PER NCDOT STANDARDS MAY BE \ A 1
USED TO MEET THIS REQUIREMENT.
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INV=40.31 1 4
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(OS�*0384.,• STA 10+52.59 18"RCP
In00'R - CI-38 . R) o
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G ��� 4s�\ C/L INTERSECTION C� 1 O�
�4/ C'* STA 15+47.06(A) } r� �` �' [T1
/ 5 .'. as =STA 15+86.16(I) o IL �1
„ 4<, ,/' C/L INTERSECTION A /'°
Q, p�� STA 16+58.05(A) o , \ r, '�
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r\ 0.50% '►11 ' 24"SD _ _ _ _ - I r 9 +00 -F- cn6" rr @ � _ _ _ - a 16 R38' o , 48LFp '� .- ci' �"' - 17+00I 15"RCP 4\
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F/j,� i 21+00 I-f-- �_ i = ��:,2q 'S CI-131 O O o I (SEES SHEET C 9.5) STA 10+23.26
' / liS�\ STA 14+68.20 _ _ J
P =10+08.61�IlL� 1 k„.
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TOP=47.85 =STA 10+00(K) / -1. 0mi XI 11 I N r� ` ,
INV=43.85 m Z _ -'1
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F' L•W POINT .LE =47.76 PVI STA=18+59.24 • IGW POINT SA-12+21.45
W HICiN 1'U/N 1 iLE�=48.41
W L•W POINT STA 21.-88b7 - I
W PVI ELEV= 49.35
W PVI STA-2►+00 -L�W FOI _ PVI ELE�=49.43
W PVI ELEJ= 7.65 -I A D._-1.29 O POINT STA= 4+68.20 = 11+42.53
W A D.=1.'0 K=45.67 PVI STA='14+ 3.50 A. i
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WATERLINE. MINIMUM VERTICAL CLEARANCE SHALL ,,�-41111110
BE 18". WATERLINE AND FORCE MAIN JOINTS SHALL
NOT BE LOCATED WI- .4 10'OF CROSSING.STEEL PLAN SCALE
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USED 10 MEET THIS REQUIREMENT.
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GENERAL NOTES
I_
MATERIALS 1. THE FINISHED FILTER MUST BE AT LEAST 6"LOWER THAN ADJOINING SILT FENCE AND NO
MORE THAN 18 INCHES HIGH.
1. USE A SYNTHETIC FILTER FABRIC OR A PERVIOUS SHEET OF 2. PILE CLASS"A"RIP RAP AGAINST AND AROUND SILT FENCE OPENING.
POLYPROPYLENE, NYLON, POLYESTER,OR POLYETHYLENE YARN,WHICH 3. PLACE 12"OF#57 WASHED STONE ON UPSTREAM FACE OF RIP RAP. TR,G�■
IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO 4. RUNOFF MUST NOT BE ALLOWED TO BYPASS THE FILTER AS IT WILL CAUSE PROBLEMS
VARIABLE AS NOTED DOWNHILL.
THE REQUIREMENTS SHOWN IN TABLE 6.62B, NORTH CAROLINA EROSION I I TRIGON ENGINEERING CONSULTANTS,INC.
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. - - MAINTENANCE 313 GALLIMORE DAIRY ROAD
SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY -�_N. --- WIRE MESH 1. AFTER EACH RAINFALL CHECK TO SEE IF RUNOFF IS BY-PASSING THE DEVICE OR TOPPING GREENSBORO,NC 27409
INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF
FILTER _.2-,set ;s SUPPORT THE SILT FENCE ADJOINING THE FILTER. PHONE:[phone] FAX:[phone]
FABRIC M sue " 2. MAKE THE NECESSARY CHANGES TO PREVENT BYPASS AND OVERTOPPING.
PUBLIC ROAD .�u�InInIIIIIIIIIInUnnIIIInIINpIUlgipf EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF s p •. • i FENCE 3. WHEN THE STONE FILTER BECOMES COVERED WITH SEDIMENT AND CLOGGED SO RUNOFF
0 F TO 120 F. 0 1i�- Ise E ('OPTIONAL)
Ojyy „gear � � 18" ..-ELM: CANNOT FLOW THROUGH IT,THE CONTAMINATED STONE MUST BE REMOVED.
-�Is g mg 4. DISPOSED OF ALL DEBRIS AND SEDIMENT PROPERLY AND REPLACED WITH CLEAN,WASHED
�� �;�t.�+S:z=_ 2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE EITHER 4-INCHAxe
1 s�•: ae=�_ STONE. o
/, IIIIIIInIInlnlnnlnilll101�11 ':5+;� DIAMETER PINE,2-INCH DIAMETER OAK,OR 1.33 LB/LINEAR FT STEEL c _• Q '� CD w
n �� � WITH A MINIMUM LENGTH OF 4 FT. MAKE SURE THAT STEEL POSTS HAVE �_ � _ N 1-
s sue- . -a--- -1 ;..s. '__ems :' o
�'�` � - : = SD PROJECTIONS TO FACILITATE FASTENING THE FABRIC. I-I I -I41=111-111 111=111 IIII 111=111=111=L11-111--"111-1( --111=11 0
•�. .1,,� = I-,I 1 -11 =I 11� I L-III-III--(i 111_=• E-III..I 1-1 1 -d 11=1 rL I I _1
�� 3. FOR REINFORCEMENT OF STANDARD STRENGTH FILTER FABRIC,
. \ _�± USE WIRE FENCE WITH A MINIMUM 10 GAUGE AND A MAXIMUM MESH 3, + 2' --1- CLASS'A'RIP RAP
GEO TEXTILE �� SPACING OF 6 INCHES. I
1
PHYSICAL PROPERTIES LINER ! ti�•�.• _n ic _ ��
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AGGREGATE SIZE-USE#57 CLEAN WASHED STONE 6"MIN. y = CONSTRUCTION W _ h O� �� �� � r
WITH GEO-TEXTILE LINER UNDERNEATH �1. 1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR o E- II-- O LONGITUDINAL VIEW s O ) S n`
DIMENSIONS OF GRAVEL PAD- #57 CLEAN 1 �-.• O co u) a
1 EXTRA STRENGTH SYNTHETIC FILTER FABRICS. O O O
THICKNESS:6 INCHES MINIMUM WASHED STONE 12 a (� /2 % �)
WIDTH: 12 FT MINIMUM OR FULL WIDTH AT ALL MIN. 2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT z/ ZZ v C 6'MIN.
EXCEED 18 INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY SILT FENCE PO O c3
POINTS OF THE VEHICULAR ENTRANCE AND EXIT O(J ,, cl-�S)
IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF THE �- FENCE POST CO �Gt cJ
AREA,WHICHEVER IS GREATER. STRUCTURE.) oo� y
LENGTH:50 FT MINIMUM WIRE MESH SUPPORT FENCE(OPTIONAL) V
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT o°o
CONSTRUCTION SPECIFICATIONS TO THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHEN JOINTS ARE FILTER FABRIC
NECESSARY,SECURELY FASTEN THE FILTER CLOTH ONLY AT A SUPPORT
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION,ROOTS, POST WITH OVERLAP TO THE NEXT POST. FILL SLOPE
PLAN z
AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT. 4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH COMPACTED BACKFILL \,%0' O
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS WITH NOT io (GRAVEL OPTIONAL) "DIAMETER WASHED STONE j
10'MINIMUM WEIR u,
�,
ON THE PLANS,AND SMOOTH IT. LESS THAN#9 WIRE STAPLES AT LEAST 1 1/2 INCHES LONG,OR TIE WIRES. a, OR AS SHOWN ON PLANcc
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH. /� /� \
SUITABLE OUTLET. - SILT FENCE 6"
5. WHEN A WIRE MESH SUPPORT FENCE IS USED,SPACE POSTS A � SILT
SILT FENCE MIN. END SILT FENCE o
MAXIMUM OF 8 FT.APART. SUPPORT POSTS SHOULD BE DRIVEN ' `° ■�� v
MAINTENANCE: SECURELY INTO THE GROUND TO A MINIMUM DEPTH AS SHOWN ON DETAIL. 1-11.
.� Irt ®s���i w---s®H�9®�®sus! �_ -® o
11.: I �' EARTH �9��®■���9. roc •
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT 6. EXTRA STRENGTH FILTER FABRIC WITH 6-FT POST SPACING DOESh ' a-
FROM LEAVING THE CONSTRUCTION SITE.THIS MAY REQUIRE PERIODIC NOT REQUIRE WIRE MESH SUPPORT FENCE. STAPLE OR WIRE THE FILTER 6,. .�. IllaaalaaaliaaallIllZasBaa�■ss®s®, aV awi-
TOPDRESSING WITH 2-INCH STONE.IMMEDIATELY REMOVE ALL OBJECTIONABLE FABRIC DIRECTLY TO POSTS. 6" ®®�a��aaauuw�
MATERIALS SPILLED,WASHED,OR TRACKED ONTO PUBLIC ROADWAYS. ®lams®sB®amsYl'Ba�
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES I I ■i®ill®a���!/IIIII b I T
DEEP ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE LJ ®��®�®���i -- `n
'Bi®s■U91MLT/RUa11
BARRIER(FIGURE 6.62A,REFERENCED ABOVE). CROSS SECTION IN®SIs®lB�EWASa 9 w
TEMPORARY CONSTRUCTION ENTRANCE Cf
8. BACKFILL THE TRENCH WITH COMPACTED SOIL OR GRAVEL ummomsgriamone 2,_,
���1•sss®e� s••=5 0 0 •• -� •. -• I •..
NOT TO SCALE PLACED OVER THE FILTER FABRIC. mlll®U®.®flhlII■ r 1 `° `' fi
z
9. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
FRONT VIEW FABRIC IN TRENCH URY WIRE FENCE&FILTER
TEMPORARY SILT FENCE
NOT TO SCALE
--18"
METAL PGS - I WIRE FENCE&SILT FENCE :II IIIII
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#57 WASHED STONE 'I.WHEN CLEARING THE LOCATION FOR THE DIVERSION,ONLY CLEAR ENOUGH •
I-CLASS B RIPRAP 18" 5 26928
1 ROOM FOR CONSTRUCTION AND MAINTENANCE EQUIPTMENT ACCESS. DO NOT h• •7
LOCATION RIP RAP LENGTH WIDTH THICKNESS 1 I 1' 5' CLEAR ANY ADDTIONAL AREA UNTIL ALL EROSION CONTROL DEVICES ARE IN t.• Z (V
•
CLASS (FT) (FT) (IN) I I 1 1 r 2' PLACE. �; J� ✓ ��� '•. G/ N •. N,O,��
SPILLWAY 2. REMOVE ALL STUMPS,ROOTS AND OTHER DEBRIS AND DISPOSE OF THEM _ /�� /7�� .r ��S; ...
O �s
FES-1 A 7.5' 4.5' 12" MAX. LEVEL OF SEDIMENT 1' _�, r 3.P.IOPERLY.INSTALL DIVERSION AND COMPACT AS SHOWN IN DETAIL.INSURE POSITIVE ii III!1 IL Il i 'TI =T T I T I ' I-III IL TII-1 I--III-1 11_I i I-III_ '���ti1 ll R ll°``"���®�
FES-5 B 14' 17' 18" IIIII_17.
2 :::,:flit�� __ 3 l DRAINAGE DURING CONSTRUCTION OF BERM.
FES-20 B 16' 19.5' 18" 1 r.':111;12-r( HEIGHT MAINTENANCE
II�' III' •••• NSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.FES-46 B 22' 24' 18" I , ' CLEAN BASIN WHEN , .�_ t (8'MAX.)Mom) 6'MIN.
I II = II I I` 1/2 WEIR THIS LEVEL OF -< / 3 IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE
FES-52 B 18' 22' 18" i- _HEIGHT SEDIMENT IS DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS SECTION
I - e l- NEEDED.WHEN THE ARIEA PROTECTED IS PERMANENTLY STABILIZED,REMOVE
FES-64 B 8' 9.5° 18" I I�'_i REACHED ,_-, , __ - 4,-- j THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL
------ill I=I __ f _ / '�►i�.�► i AND APPROPRIATELY STABILIZE.IT.
FES-92 B 20' 24.5 18" - - I��II=IIIII-- IIII II I_ 11I h !� ih* !
_ ___ _ - STONE SILT FENCE OUTLET
FES-147 B 26' 31' 18" CLASS 1 RIPRAP '� -K_i 11 -____ 1 -- ' - I COMPACTEDI MIN.
I
FES-153 B 9' 11' 18" FILTER FABRIC LENGTH EQUAL TO SOIL NOT TO SCALE
TOTAL DAM HEIGHT i-'77777
KEY IN BOTTOM LAYER 2' CLASS Bi • • • • • �pWOF RIP RAP RIP RAP W/ 18"MIN.
FILTER
FABRIC J_ I ____1 _.__ I I_' ( ' ---- '-
.• La UNDERNEATH _-I - i ; 1 _-- 11- 1-
A A _ - 1 I � , •. I � I ��- 1 I-1_1 OWNER / DEVELOPER
.�.� 4'MIN. 1 l ill 1 1 1 I'-I 1 I I I- III -II III ! III-i i 1 '-1 1 I 1 1 III- / T T CUMEE RD.
3do dopi -.- W <s,
-``. 14 ' \ ✓\ WEIR LENGTH• _ ( 6'TYPICAL I PARTNERS, LLC
`` i, „ /: (SEE PLAN)
'4614 ,? FILTER BLANKET ( ' } ( l - 7616 HAWK ROAD
PLAN SECTION A-A r • /--< 2' -r L- __ TEMPORARY DIVERSION BERM 7i WILMINGTON, NC 28411
NOT TO SCALE \ /
NOTES:
1. La IS THE LENGTH OF THE RIPRAP APRON. [phone]
\- } CONTACT: ADAM LISK
-
2.d= 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS THAN 6". % -{ - -, I- I SEDIMENT STORAGE AREA I
3. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" fir- -i r-
ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK,WHICHEVER IS LESS FILTER FABRIC _ (~ `-L•j ( 1-- 1„...L.. ,>-i_
4.A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION.
\
NOTES. 12"THICK BLANKET OF 1/2" 5'MIN.
1.ROCK ABUTMENTS SHALL EXTEND TO AN ELEVATION AT LEAST 2 FT ABOVE THE SPILLWAY. TO 3/4"AGGREGATE(NCDOT _ �-
CONSTRUCTION SPECIFICATIONS #5 WASHED STONE)ON
ABUTMENTS SHALL BE A MINIMUM OF 5 FEET THICK WITH 2:1 UPSTREAM AND 3:1 DOWNSTREAM SIDE I.\I I,
1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED LINES AND SLOPES.THE ROCK ABUTMENTS SHALL EXTEND DOWN THE DOWNSTREAM FACE OF THE DAM TO THE �I' \'' INSIDE FACE OF TRAP
GRADES SHOWN IN THE PLAN.COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO THE DENSITY OF THE TOE,AT LEAST 1 FT HIGHER THAN THE REST OF THE DAM TO PROTECT THE EARTH ABUTMENTS FROM - 1.5'HEIGHT OF WEIR SILT FENCE POST SITE PLANS
SCOUR. (PLACED 8'ON-
SURROUNDING UNDISTURBED MATERIAL. LOW AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY • CENTER MAX.) )./
/
ALSO BE FILLED BY INCREASING THE RIPRAP THICKNESS. 2.OUTLET PROTECTION-A ROCK APRON AT LEAST 1.5 FT THICK SHALL EXTEND DOWNSTREAM FROM ••� 2 Z \\ //
THE TOE OF THE DAM,ON ZERO GRADE,A SUFFICIENT DISTANCE TO PREVENT CHANNEL EROSION,OR
2.THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS SHOWN ON THE A DISTANCE EQUAL TO THE HEIGHT OF THE DAM WHICHEVER IS GREATER. 1800 CU FT/AC • ••• • W EROSION
PLANS. 3.ROCK FILL-ROCK SHALL BE WELL GRADED,HARD,EROSION RESISTANT STONE WITH A MINIMUM D50 ^ fysi�••� •� LT d
SIZE OF 9 INCHES.
• ••••3. FILTER CLOTH,WHEN USED,MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY PROTECTED 4.PROTECTION FROM"PIPING"-A KEYWAY LINED WITH GEOTEXTILE FILTER FABRIC SHALL BE ON THE �' �••y_ �_y • -' w
FROM PUNCHING OR TEARING DURING INSTALLATION. REPAIR ANY DAMAGE BY REMOVING THE RIPRAP SOIL FOUNDATION UNDER THE ROCK FILL. TO PREVENT SOIL MOVEMENT AND PIPING UNDER THE 4. • ••• •• . H- � 'n SILT FENCE SILT FENC CONTROL NOTES
AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE DAMAGED AREA.ALL CONNECTING JOINTS DAM,THE FILTER FABRIC MUST EXTEND FROM THE KEYWAY TO THE DOWNSTREAM EDGE OF THE gJ � � ••• •• O
APRON AND MUST RUN UNDER THE DAM'S ABUTMENTS. .1 `_ & DETAILS
SHOULD OVERLAP A MINIMUM OF 1 FT. IF THE DAMAGE IS EXTENSIVE,REPLACE THE ENTIRE FILTER 5.BASIN DEWATERING-THE ENTIRE UPSTREAM FACE OF THE ROCK STRUCTURE SHALL BE COVERED i`� - Mato- - �:91•y4�_• �Y-,�,,••
CLOTH. WITH 1'OF CLASS"B"RIP RAP AND 1'OF FINE GRAVEL(NCDOT#57 WASHED STONE OR *~�n �i�
4. RIPRAP MAY BE PLACED BY EQUIPMENT, BUT TAKE CARE TO AVOID DAMAGING THE FILTER. EQUIVALENT)TO REDUCE THE DRAINAGE RATE. 2' 2'
5.THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE DIAMETER. CONSTRUCTION SPECIFICATIONS CROSS SECTION FILTER FABRIC
SEA WYNDE
6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE.IT SHOULD BE HARD ANGULAR. HIGHLY 1.CLEAR THE AREAS UNDER THE EMBANKMENT AND STRIP IT OF ROOTS AND OTHER OBJECTIONABLE
WEATHER-RESISTANT AND WELL GRADED. MATERIAL.CLEAR THE RESERVOIR AREA TO FACILITATE SEDIMENT REMOVAL RIP RAP, NCDOT CLASS B. PLANTATION - PHASE
7.CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFALL AT THE END. MAKE THE TOP OF THE 2.EXCAVATE A CUTOFF TRENCH A MINIMUM OF 2 FT DEEP AND 2 FT WIDE WITH 1:1 SIDE SLOPES DESIGN
UNDER THE TOTA'-LENGTH OF THE DAM AT ITS CENTERLINE.LINE THE TRENCH WITH EXTRA- SETTLED TOP ,--OVERFILL 6"
RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR SLIGHTLY BELOW IT. STRENGTH FILTER FABRIC BEFORE BACKFILLING WITH ROCK APPLY FILTER FABRIC UNDER THE
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEVING STREAM AND PREFERABLY ROCKFILL EMBANKMENT,FROM THE UPSTREAM EDGE OF THE KEYWAY TO THE DOWNSTREAM EDGE OF FOR SETTLEMENT CUMBEE ROAD & N.C. 17
THE APRON.OVERLAP FILTER MATERIAL A MINIMUM OF 1 FT AT ALL JOINTS,WITH THE UPSTREAM TOWN OF SHALLOTTE
STRAIGHT THROUGHOUT ITS LENGTH. IF A CURVE IS NEEDED TO FIT SITE CONDITIONS,PLACE R IN THE STRIP LAID OVER THE DOWNSTREAM STRIP. N WEIR LENGTH
UPPER SECTION OF THE APRON. 3.CONSTRUCT THE EMBANKMENT WITH WELL-GRADED ROCK AND GRAVEL TO THE SIZE AND DIMENSIONS 'I 4'MIN. 9. // \ \� 'I/ LOCKWOOD FOLLY TOWNSHIP
9. IMMEDIATELY AFTER CONSTRUCTION. STABILIZE ALL DISTURBED AREAS WITH VEGETATION. SHOWN
ON
SPILLWAY CREST ANDATWINGS.IT IS IMPORTANT
FHATRORTHAN E DOWNSTREAM FACE OF THE DAM, i; ti-�\"CK ABUTMENTS BE AT LEAST 2 FT HIGHER . -, �•' /k- /" ✓/ ,> -' I /I V %'.'i :% '%, BRUNSWICK COUNTY,
ALL THE WAY TO PREVENT !%>ci /l,4 % // / Q . �� I (SEE PLAN) °��• i //j�%// " /diN /� �/` t/\�,� , \%/
MAINTENANCE 4. EDIMENT LADEN WATER FROM THE CONSTRUCTION AND SITE SHOULSION AT THE D BE DIVERTED INTO THE BASIN _-� /�\, •��� _ _.r\\��\�� h�\/ \/\\ \\ .\%�j \�. NORTH CAROLINA
RESERVOIR AT THE FURTHEST AREA FROM THE DAM. =1 U Z / 1, • p�_• •,•����j\�`/ \NATURAL
SCALE: NIA
INSPECT RIPRAP OUTLET STRUCTURES AFTER HEhVY RAINS TO SEE IF ANY EROSION AROUND OR BELOW 5.CONSTRUCT THE ROCK DAM BEFORE THE BASIN AREA IS CLEARED TO MINIMIZE SEDIMENT YIELD11 THE REPAIRS O PREVENT FURTHER DAMAG P HAS TAKEN PLACE OR IF ONES HAKE BEEN DISLODGEC IMMEDIATELY MAKE ALL NEEDED FROCOONS RUCTI OF THEE BASIN.STATHE SEDME LATELY ALLAREAS DISTURBED DURING W2:1 SIDE 6"BELOWSETTLED 1-6"MINVERT.SCALE: N/A
• SLOPE TOP OFDAM
GROUND NATURAL GROUND
MAINTENANCE , DESIGNED BY: SCH
RIP RAP O UTI,ET PROTECTION 1.CHECK SEDIMENT BASINS AFTER EACH RAINFALL.REMOVE SEDIMENT AND RESTORE ORIGINAL VOLUME To O- `V/ t •/
N OTTO SCALE WHEN SEDIMENT ACCUMULATES TO ABOUT ONE-HALF THE DESIGN VOLUME. DRAWN BY: MHH ..
2.CHECK THE STRUCTURE FOR EROSION,PIPING,AND ROCK DISPLACEMENT AFTER EACH SIGNIFICANT NATURAL
RAINSTORM AND REPAIR IMMEDIATELY, GROUND NOTES
3.REMOVE THE STRUCTURE AND ANY UNSTABLE SEDIMENT IMMEDIATELY AFTER THE CONSTRUCTION SITE 3'MIN. CHECKED BY: SCH
HAS BEEN PERMANENTLY STABILIZED.SMOOTH THE BASIN SITE TO BLEND WITH THE SURROUNDING 1. EFFLUENT TO BE PUMPED INTO MOST DISTANT CORNER AWAY FROM SILT FENCE OUTLET.
AREA AND STABILIZE.ALL WATER AND SEDIMENT SHALL BE REMOVED FROM THE BASIN PRIOR TO DAM FILTER FABRIC 1:1 SIDE SLOPE MAX.REMOVAL.SEDIMENT SHALL BE PLACED IN DESIGNATED DISPOSAL AREAS AND NOT ALLOWED TO FLOW 2. BOTTOM OF EXCAVATED AREA TO BE FLAT AND 1'6"BELOW LOWEST CORNER OF SILT DATE: 04-25-2007
STONE SECTION
INTO STREAMS OR DRAINAGEWAYS DURING STRUCTURE REMOVAL. FENCE OR SILT FENCE OUTLET. PROJECT NUMBER: 038-06-007
3.SILT FENCE SHALL BE INSTALLED PER SILT FENCE DETAIL WITH WIRE MESH SUPPORT.
ROCK DAM SEDIMENT BASIN NOTE: SEE EROSION CONTROL PLANS FOR SIZE SPECIFICATIONS. SILT FENCE INSTALLATION WITHOUT WIRE MESH SUPPORT WILL NOT BE ACCEPTED FOR DRAWING
NOT TO SCALE STILLING BASIN.
SEDIMENT TRAP STILLING BASIN FOR TRENCH
NOT TO SCALE
DEWATERING EFFLUENT
NOT TO SCALE C .., 1
0 . 3

---
/
117ALCI '
LAP JUTE MAT/COIR
BLANKET OVER SUPPORT
ROPE AND SECURE TRIG IV
t WITH ZIP TIES,WIRE
��. , 6 4'M SUPPORT ROPE OR OR WIRE STAPLES
�✓ r 4t , 'kl/k,'• WIRE TO PREVENT
qq� ^. q • F TRIGON ENGINEERING CONSULTANTS, INC.
0, ...& SAGGING 313 GALLIMORE DAIRY ROAD
GREENSBORO,NC 27409
PHONE:[phone] FAX [phone]
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✓"• rid q✓s a✓;iNig,r
'''40:S t,';' r•M a/>*%;:': FENCE AND FABRIC
6`F n�$ s�F��h i q ri � t BURIED IN TRENCH PLACE RIP RAP UP TOP OF WEIR fi;5 9�, ,r LUq® F� r ,...�¢, -., Ak SIDES OF DITCH ;9°8
Q' _ 12"MIN. -_,I
6"x6"TRENCH, FREEBOARD
BACKFILLED AND _ -
POROUS BAFFLE MADE COMPACTED N c`" =-3' �Y 77
OF 700 g/m2 COIR I ci v -c V -
EROSION BLANKET CONSTRUCT BAFFLE 1.1 N<V 2
WITH JUTE MAT ON TOP UP SIDES TO FULL \r ,.�. EN' ; C /\
BAFFLE HEIGHT \// // \�%\\/ DITCH SLOPE
2'MIN.
INSTALLATION NOTES: ELEVATION
1. INSTALL POSTS THE WIDTH OF BASIN AND UP SIDES TO FULL BAFFLE HEIGHT. 1' 2' _
TOP OF BANKBEYOND MIN' MIN. TOP OF WEIR
2. STEEL POSTS SHOULD BE DRIVEN A MINIMUM DEPTH OF 24 INCHES AT A MAXIMUM SPACING OF 4 r �y ��
FEET APART.
»5 WASHED STONE 1 (MAX.)
3. TIE A 3/8"ROPE OR CABLE ACROSS TOP OF POSTS TO PREVENT BAFFLE FROM SAGGING. ‹..- I l
-1.., d50 STONE SIZE OF 8",
4. PLACE JUTE MAT BACKED BY 700 g/m2 COIR EROSION BLANKET OVER POSTS AND WIRE.MAT SHALL ; , `�.) , MAXIMUM SIZE OF 12" cn
z
FACE INLET TO BASIN.JUTE MAT/COIR BLANKET SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN FLOW <p • , Y
I c • . 0
THE WEAVE.ATTACH FABRIC TO ROPE AND SUPPORT POSTS WITH ZIP TIES,WIRE,OR WIRE s7 u7
STAPLES. r { ` / </ r' ./\ ct
1' 8'
5. BOTTOM AND SIDES OF JUTE MAT/COIR BLANKET TO BE ANCHORED IN TRENCH OR PINNED WITH MIN. MIN.
8-INCH WIRE STAPLES.
SECTION
6. NO SPLICES SHALL BE MADE IN BAFFLES.
MAINTENANCE: co
ROCK CHECK DAM
1. THE DESIGN LIFE OF THE FABRIC IS 6-12 MONTHS,BUT MAY NEED TO BE REPLACED MORE OFTEN IF j
DAMAGED OR CLOGGED. NOT TO SCALE w
J
2. BAFFLES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL.REPAIRS TO BE MADE
IMMEDIATELY UPON IDENTIFICATION OF DAMAGE. wz
w
0
3. MAINTAIN ACCESS TO BAFFLES.SHOULD BAFFLE COLLAPSE,TEAR,DECOMPOSE,OR BECOME
INEFFECTIVE, REPLACE IMMEDIATELY.
N co iri -4 c'i c.i 0
z
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
- UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO FINAL GRADE,AND STABILIZE IT.
SEDIMENT BASIN BAFFLE
NOT TO SCALE
N CAR 1
26928
• (I)
CD
: ' •
STAPLE PATTERN GUIDE ., F •
c �0 .
-12"-, *2"-5°' (5cm-12.:icm) *2"-5" (5cm-12.5cm)
(30 cm)
NORTH
r AMERICAN o Seam Stitch."'
j/�j/� ►��`/\ \j (156cm) £ NORTH
,,,C - / I. GREEN /\�% - / ;,
L ` , () �r , ,� //'// . v AMERICAN
J J� .> j (6em) 0 `° 3.3° (1.om) GREEN
` V yW. _y. I HIGHWAY 41 NORTH
14649 HI HW Y
/ / // �4-4 EVANSVILLE,IN 47725
::: ••.. . . .. . -'/ \�\j\ \ei%\'\/, .. \ USA 1-800-772-2040
\1\\ /// / // _`.` CANADA 1-800 448-2040
\ \ %\ \\\ \ �\.A ,.j„(158. • www.nagreen.com
r4"� I 0.7 STAPLES PER SQ. YD.
� - - -.`. ' ' - • 11� /( ^^^� �-•-'-' ` - �' - (0.8 STAPLES PER SQ. M) OWNER / DEVELOPER
j\ ( - '� --L (10 cm) I For blankets with the optional North American
�� f \\/ . . . .. . - . --17 Green DOT System place staples/stakes
,�\\\��\ y . . . },,1='� ► / Q CUMBEE RD.
/,\\/\ - t W . through each of the BLUE colored dots. PARTNERS, LLC
' / .`. . ' - ) *2" 5" (5cm-12.5cm) - - 2"-5" 5cm-12.5cm
� �,� 1� ,.•, 5c .5cm * ( ) :67-05."5m(5)cm-12.5cm)
7616 HAWK ROAD
C
\%``, ` •/ w 4 WILMINGTON, NC 28411
/\\/\\ \j\ / /-cn
Seam Stitch"' v I Seam Stitch"' [phone]
N
\`�\i\\ 4~-6" . .W.. CONTACT: ADAM LISK
S ���/�� \%/\ `` (10cm-15cm)V.. .. .• - t 05 cm)• \\/\\\\/ \ `, r v . '",',_W I3.3
1.6' (0.5m)
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: I 3.3' (1.0m)
WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH •
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE • • I I SITE PLANS
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFILL
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 SQ. YD. 1.7 STAPLES PER SQ. YD.
SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKET. (1.35 STAPLES PER SQ. Ni) (2.0 STAPLES PER SQ. M) EROSION
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH
APPROPRIATE SIDE For blankets with the„optional NorthAmerican For blankets with thewoptional NorthAmerican CONTROL NOTES
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES STAKES Green DOT S starxr place staples/stakes Green DOT System place staples stakes
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM"' STAPLES/STAKES through each ofoe RED colored dots. through each of the GREEN colored dots. & DETAILS
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. D
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (10cm-15cm) OVERLAP. USE A DOUBLE ROW OF *2"-5" (5cm-12.5cm) N *2"-5" (5cm-12.5cm) ® *2"-5" (5cm-12.5cm)
STAPLES STAGGERED 4" (10cm) A' '-.R1 AND 4" (10cm) ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY N I I Seam Stitch"' N I I 10" (0.25m) SEA WYN D E
12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. E I E
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12.5cm) (DEPENDING ON BLANKET TYPE) AND STAPLED. • • •• PLANTATION - PHASEI
TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN Seam Stitch"'
WITH THE COLORED SEAM STITCH"'ON THE BLANKET BEING OVERLAPPED. 20" (0.5m) 4 10" (0.25m) CUMBEE ROAD & N.C. 17
I
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE I • • TOWN OF SHALLOTTE
A DOUBLE ROW OF STAPLES STAGGERED 4" (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL. I j 3.3' (1.Om) I----�20 f0'S` ' LOCKWOOD FOLLY TOWNSHIP
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART • • • I BRUNSWICK COUNTY,
IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPUNG. •
• • 3.3' (1.0m) NORTH CAROLINA
A NOTE:
B C/ CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED • • • • • • • HORZ.SCALE: N/A
A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE I I I I VERT.SCALE: N/A
B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE DESIGNED BY: SCH
16,7 SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY 3.4 STAPLES PER SQ. YD. 3.75 STAPLES PER SQ. YD.
4.1 STAPLES PER SQ. M)
B C/ BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. For blankets with the optional North American For blankets4.5 withTtheE optionalQ. M)No North American DRAWN BY: MHH
-
Green DOT System place staples/stakes Green DOT System place staples/stakes CHECKED BY: SCH
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 through each of the WHITE colored dots. through each of the YELLOW colored dots.
USA 1-800-772-2040 CANADA 1-800-448-2040 DATE: 04-25-2007
www.nagreen.com *Location of Seam Stitch will vary depending on North American Green product type:
PROJECT NUMBER: 038-06-007
NORTH AMERICAN GREEN CHANNEL INSTALLATION NORTH AMERICAN GREEN STAPLE PATTERN GUIDE DRAWING
NOT TO SCALE
NOT TO SCALE
C - 1O . 4

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CONSTRUCTION SHALL BE SEEDED, :+��� " � �• ,
(GRAIN) 120 ALL UNPAVED AREAS DISTUR
BED BY CAUSE OF °`' �air- �,� �� �`�"�� ��� ��:' :=�*�_�.;`• :,:..., e� .:�T>�: ,,,or.,,`.
IOCINI
RYE .,°. °&., ; a� .: . _._ ..: �� �=� '�._, 74: �,,._ ��:.' "�°
' KED. PREPARATION OF SEEDBED AND APPLICATION
ED AND TAC ;, ">e,. z <�, ..� a` :»`: ::;'� �;`�* az,�.. ,.a* �,�� "� ,t�.
FERTILIZED,MULCH ' :�`�r'•" "�
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ZA 50 -1: `i ��- "'.�� <ii', •`�,`��mac• ,\:' .,7 ' " ,..,
ANNUAL LESPEDEZA � '
ER SEED AND MULCH SHALL BE PERFORMED IN ACCORDANCE WITH '. :>,^ „" .b^..,. e,x.,. '• '„. ,, , ,;.,: ,." •• • ,, , ;,a •;, , „, ,,„.„,,,s .A ,:., ., „. TRIGON ENGINEERING CONSULTANTS INC.
KOREAN IN MOUNTAINS) OF FETRILIZ f �a -,,,,;y7;��° �. �, ���•., ,,. . : ...,,..,. , .., ...�•;;rs,•.„:;,as•_a�.° ���=za.R^�. .�-: . „�;,:.,?.:;�=�4,°. ,�: . '
(KOBE IN PIEDMONT& COASTAL PLAIN, ," � � -
N DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS. ':41
<,, .c„ `° '••".-"�A ' ,`::`^ _` 'I•,I��;:•f, ° °''- I ~'" , ''"'xIi _
NCDENR AND C �„ '.�"�-,.•,�>� �g „,; � ^':- a. ,�r� �:... �w,<� ;��'_°_ ,,� 313 GALLIMORE ROAD
_._.,..,. ,r.,w �an��.,z....i,.,.• ,....,...�_.��..,<<..w<;,,:,,a�?,oF?,5�.�.r=y,'&, ...,ir.,. '. ,.,.,aw�n.aa�.�:�a :,A..� e.
s ate _<. ;;r,t,.• ." ',2 ,,, .�V :•..' '; =?,s,,,1.�. ;:z,•�. ,Th':fr:�,, - i u GREENSBORO,NC DAIRY27409
ROAD
LIME AND FERTILIZER MUST BE THOROUGHLY INCORPORATED INTO THE SOIL. TYPE ,°x , ,\ , ..,, 5. Y :, ,,rt= at `Y
WELL AS APPLICATION RATES PER ACRE OF SEED, :�.- ••.
SEEDING DATES OF SEED TO BE USED AS ti. ?�%.���"'�,.,.,"-r..� �:;:� fs w,a.ptp..�::.�,,...,?..•��.u=.`...ix ;�r_;�";���; �. "`:'
_,, .Iv�,;,� . ,:, °,°, ..a,„ tkRI:,: ;..::: ::.,°: ..:= :t: :;' I y z, PHONE:[phone] FAX:[phone]
OL NARRATIVE: IN TO THE �:,�: � ., .����,�.; �,� °^ �. ��,,., ,�:.. .;�. ,;��,:, illts?,,4,4-,ION CONTR -_ _ FERTILIZER AND LIMESTONE SHALL VARY SEASONALLY ACCORD G � � °�: ���,. ';�F:._.,, ;,�„ ;�,,;, A` '��>x , ?;;��._:;'""
EROSION MOUNTAINS FEB. 1 MAY 1
FOLLOWING TABLE.
PIEDMONT JAN. 1 MAY "`' _
.a,as� r ,: ,:x�y..\�-F z.�.,�,•.n;�::;:;�,`,• `. h,,s• F�.,• ';,Cj,° �"
IAL DEVELOPMENT .r=`', �,.; s< �� ' ; 'hur���:. '=: ,z._� ,. .. 4. .. �'��
s ;Y � �...�^�,�;�-�...r,�c�,d,x.,�'.`� ..::rs:,, .;Tr;-:������..;:,.;R:�'�:��`-.�:'ah;,:=''..' _.�`^��;��°'�,r:� ,� r ,a°.:�''''�;
ON SUBDIVISION(PHASE 1)IS A E PR ACRE RESIDENTIAL AND COMMERC __ -APR. 15
DESCRIPTION:SEA WYNDE ENTIRETI PHASE THE THE SEA WYNDE PLANTATION COASTAL PLAIN DEC. 1
PROJECTPROJECT IS THE FIRST SEEDING MIXTURE � ��{"" b;tµ, "'���'_ `,''.�%t�� �''. ,>` �` ''*�'` •"�°b ;�;:,� �.
- AND RETAIL LOTS. THE P
SINGLE-FAMILY LOT
S,
S
TOWN HOUSES,SINGLE -� ' " °
CONSISTING OFSPECIES RATE(LB/ACRE) ` Y " . I, .? _, w,'' >,r a••s«,=, r . , ;' : .,.,.•: , 3.,< e`_ o
SHALL BE SUBMITTAL UNDER SEPARATE COVER. SITE IS CURRENTLY VACANT
DEVELOPMENT _. .:.•: :w> .� = <��. ,;=ra ._, �,+;� �_, "..:�> ,,,.-� . . '',�: _:,.-a.� ,_ :•:3»�>, � >f .�
EACH PHASE OF THE THE U.S.ARMY CORP.OF80 "
SUBDIVISION. SIGNED OFF BY AMENDMENTS S MAPPED,ANDSOIL '
DELINEATED, TALL FESCUE ;�:,„::`..�:,�r ° ��; g";:,� > �•�:` a�•:�`>s<•�R �'�. .,�,�;��";�;;-:+' `�- ;">; . � N w
HAVE BEEN DELINEA
x�- _,.. �w ` :' �..:-. .,m �?�:� ,�°-�: =� ;{,:.' .�:;.�., .;� :' r.,., �. w=' ,��_�• �:F,' .. , F-
ARE PRESENT. EXISTING WETLANDSTO THE EXTENT POSSIBLE. ,;. � ;,;,7 .. „�:°�wi• .. ,r,,; .`. ,h'.• :.4,‘,,,A,:,,,, a
AND WETLANDS WETLAND IMPACTS SHALL BE AVOIDED
FOR. FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 PENSACOLA BAHIAGRASS 50 ° - �"'
BEEN APPLIED ��•�. °' `x.°."`''--�-`�<. � ,;s>.-,:,.�„ _ y�: . '�:�,., �:kr
WETLA
ND IMPACTS HAVE �r °
T FOR ARE NO OTHER k =��:'�:w` ,���s"�=:�� .�� .. x'. \.:.;,' i �'" .• �~;::�.`� ....
ENGINEERS. PERMITSFACE WATERS IS NOT EXPECTED. THERE
T AREA AND IMPACT TO SURFACE E ROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE KOBE LESPEDEZA -
THE PROJEC �•' � '`°,.� _.�,° 3-t �:� - - y `;, o
IDENTIFIED IN LB/ACRE G ��
NO STREAMS HAVE BEEN ''-' ; '• `;•r4>Y ,:-
RN FOR THIS PROJECT. FERTILIZER.cE - -10 ER � � , ,z � �; , TY',
���.�:� ,3
OF ENVIRONMENTAL CONCERN 10 10 _ °
AREAS NURSE PLANTSitAttIV‘IIIIIIJIIWIE*FIV,•:4ty, = .z,�- �<<:: ,� < w -`$ ` ,. �;,,.
R. AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE �;� ,,'; � ��;, '.,; <:�YS .=»�"' .,�:�- <� ,,,,�,�:,> ,q.
BETWEEN AP 15 -�'.�, � "�,, ^ '^'
MULCH SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG.15,ADD 25 LB/ACRE RYE(GRAIN) a,, , ,",, ; - -,x:`-;'° 'c .,
4 ACRES / ,a = ",. y ..;
TRACT: 93. 3
�.: .<�y 3: .«.��• >�.°,': ,� Y.,,s��` e.`.�"''�s �r ga.tea\ F a
AREA OF EXISTING
STRAW BY TACKING WITH _ _��;�,
LB/ACRE STRAW. ANCHOR '
APPLY 4,000 "
T POSSIBLE �:x �:� :=�= '' ;.�; ;� ��a �__«
A: 59 ACRES /
ASPHALT, NETTING S A MULCH ANCHORING TOOL. A DISK WI
TH SEEDING DATES BEST t " ;, „",' ,`%>..,i
RE FEB. -APR.30 �," �... � •� '.� .::;' :�._� =��ti�����;��`� `° �'e a. �,�
DISTURBED A �, ��� �� '� ` :. ..•
STRAIGHT CAN BE USED AS A MULCH
EARLY SPRING: FEB. 15-MAR.20 �``,,"
ES SET NEARLY S : -- `'r=
BLADES .. �, _ � _.,.' _ �' �• '\-
SEPT. 1 SEPT.30 SEPT. 1 OCT.31 •' Kc `_ _ _,'3:r ::-r'"' • : Mai
FALL' ,:erg :.ss'° '3` _;�;�: ...; ';a' - __£��.:•.��ea >.'`�E �:��''` ^x `°fi''.i/ x`�..:; .<z.� ; :.,,
N: DRAINS TO WETLANDS OL. �' ' ,: � ;-- �S .yµ�:F;> .�v . '� :. •.::: .::. � t�'»` ..Q;.:, ,, �..'.....
SITE DESCRIPTION: LESS THAN 2%OVERALL.THE MAJORITY OF THE SITE ANCHORING TO 1' : , 3;<r -,,y,;_,, _f, �Y k4:-,: k;y • . , , ',,,,;', .-'"ii„„:,,aNp,•,.
UET WETLANDS
UNDEVELOPED WITH AN AVERAGE SLOPE OF ILLIAMS BRANCH AND SHARRON �•
SITE IS C M SITE EVENTUALLY DRAIN TOW � '��"�"�"�'=`"`° -'`=_ '���" � ���;�_�s� �• �� � '��-gin'' '^�`�
EAST AND WEST DISCHARGES FRO SOILAMENDMENTS -`.
OUTH . ,.,,,. �-tom`
AND POCKET WETLANDS ON THEAREA THICK BRUSH AND TREES IN WETLAND AREAS AND
GRASSED MAINTENANCE APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS,OR APPLY 3,000 5,000 � ._-.a., • ° �. 3 <.�_ W :t�a,F�.� �",« � ,�
R POOR
LY MAINTAINED, MAIN ;. 7-:.*' .r
IWI
CREEK.THE EXISTING NORTH
IS VEGITATION CONSISTSTHROUGHTOUT THE SITE.ADJACENT ROUND AGRICULTURAL LIMESTONE USE THE LOWER RATE ON SANDY ' . = Fo _ <s, r. t't ', ao-••: . ,`"`;:;, _..,:•";..,`,;.: r t
CREAND POCKET WETLANDS EXIST
WETLANDS GROWTH IS NOT FULLY ADEQUATE. RESEED, LB/ACRE G ( - `
. REFERTILIZE IF `��� ..,.;_..,�-. = ' .rv.�= _..-= ,> ��:-_-,-: , , .�<.A:'':_:>�:'�:;.;;�;.,... ,,,:, '' M ;�- 4��: �::�.,...'-x„ ��::,�;�.�:`_�
SCATTERED THROUGHOUT THE PROPERTYDIVISION AND UNDEVELOPED LAND, REF
BRUSH PHASES OF THE SUB SOILS AND 1,000 LB/ACRE 10-10-10 FERTILIZER. _. : <"~1'7X�, .:�� ::::�=:_r, :; ,'s'la." 11'\ - „n.F»" ,>:;
HE NORTH IS CUMBEE ROAD,TO THE EAST AND SOUTH ARE FUTURE P RESIDENTIAL WITH OUTLYING REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR ) • ,,,'� , �• •.-•i, , .,• „w� f, < ;¢',
PROPERTY TOT THE SURROUNDING AREA IS MAINLY RURAL RESIDE ---' 4m 3 ti=- " _ ,,, t,s q, .;. -; „- i, 4
E FAMILY RURAL RESEDENTIAL PROPERTY. � ��� -• <
TO THE WEST IS SINGLE OTHER DAMAGE. _ '
�- �'��:: ,, c •' ;�';� ••� �, yam•` •�'�' _�.`-�,• �' k
UAMY FINE
USES.
MULCH = �,�,¢ � , .:�w� `��"'��,`�� `*;+.z,� �"��' ��� R;:." ;� ;��;„'. :Ea�>�'°
AND MCOVER OF ANOTHER `
NAL AEQUIVALENT -
10STRAWOR '�'� :� �' - ��r.
RECREATIONAL � °
APPLY 4 000 LB/ACRE GRAIN �`�� � ��� � "'�
SOILS: Fo- EON FINE
E LOAMY FINE SAND FOR SUM
MER: SUITABLE MULCH.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR "`�> - ;fir.:, r .::4 ., - , :�r „�' VT:`M:a '
SO ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES '� � `T" 1 • ,, ' ' ; ,nu4 ;•:y. , , "`.a. 1z'f"'
-1 t`€aft ,' .-„+st^d' AP.�,^:;.:.�a,, ,. . s - nt,«,,.0,4 T:'-I ^� � . s
' Ma-MANDARIN FINE SAND SEEDING MIXTUREjig
ffi
T LB/ACRE : SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
FINE G FIN SPECIES. RATE ( ) : , - . • • �,; ,� n,. ° ;,•` , ,,..“0 z
FINE SAND, 1 TO 6 PERCENT SLOPES 40
BAYMEADE GERMAN MILLET
�\ GS> '�:��'^ r F YS�`3 k,, ,�" °,,� �,.«`., �� ;'7��r, J°� 4,,4Fx;;' ,Ka Q
i BaB MAINTENANCE „ .��`•"� *� `q� "�eF V � loo `�
E SANDY LOAM
Ly LYNCHBURG FIN IN THE PIEDMONT AND MOUNTAINS, ASMALL-STEMMED SUDAN _ _
TAASCY FINE SANDY LOAM
IF GROWTH IS LESS THAN FULLY ADEQUATE,REFERTILIZE IN THE SECOND YEAR, ' a''° 3 ' `- t 3
To-TORHUNAT A RATE OF 50 LB/ACRE. 8
BE SUBSTITUTED ACCORDING TO SOIL TESTS OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. '<s`�mc�„ , �. �' °����'; �"° � ° ""'-; �
GRASS MAY _ '� °
MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, •,,'.'; '» �.` r :> ,-.- ,,in,, _ ;•;. 'It,;
ea
�.�.. • as i . , �,�.>, - �'� ,a <�;..� � ��;��<;
EROSION CONTROL MEASURES WITH TEMPORARY DIVERSION BERMS,SILT I IZE AND MULCH DAMAGED AREAS IMMEDIATELY. ''" 44T . ``t 1 _`° a `°``^ikakAz ',I,,,,:<;,;, 'z' �
FENSEEDING DATES FERTILIZE, .. „ >> :.,,. ::.._ .. , .
EROSION CONTOL MEASURES ON THIS SITE INCLUDE A COMBINATION OF A SEDIMENT
INITIAL PHASE OF EROSION CONTROL AND ! f
SILT FENCE SITE IS PROTECTED AND A TEMPORARY CO
NSTRUCTION ENTRANCE.IN ~ �"`', � � , ��s;•u `°\:��� �.�� " ,`� \�F;� �,
FENCE WITH COMBINATION OF SEDIMENT TRANS,TEMPORARY DIVERSION MOUNTAINS--MAY 15-AUG. 15 "4 u'~ ✓,gig "R�•
PERIMIETERWITHA `5 �_�-,.,:'• >��^. 1't „ram �e ::.,,:...1 �;�:'�a;��;°,�,.�
AROUND THE I N
THE IS " r� :: ._�, `'�'-.,. :�°'),} �, � :��`< .;; , ,„,„,,5".' F �:,°,„ `.� `,;X,
CONSTRUCTION, PIEDMONT--MAY 1 -AUG. 15
BERMS,SILT FENCE AND SILTS AREAS OUTLETS.FLOW DIRECTED
DIVERSION ON BERMSNAND ALONG THE TOE OF FILL SLOPES.SILT FENCER 0 ,4� =
BERMS.SILT FENCE PROTECTS BELOW THE TEMPORARYCOASTAL PLAIN--APR. 15 -AUG. 15
OUTLETS ARE USED ALONG SILT FENCE IN LOW AREAS TO RELIEVE PRESSURE AND TRAP SEDIMENT WHILE PREVENTING SILT FENCE FROM O
BEING OVERTOPPED OR WASHED OUT.THE SECOND PHASE OF THE EROSION CONTROL PLAN IS ONLY TO BE USED ONCE THE SITE IS NEAR FROM SHEET 16 OF 19 OF"SOIL SURVEY OF BRUNSWICK COUNTY,NORTH CAROLINA" co
COMPLETION OF DEVELOPMENT AND DEVICES MUST BE REMOVED TO ALLOW FOR THE COMPLETION OF GRADING AND ROADWAYS.AT THIS FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 SOIL AMENDMENTSBY US.DEPARTMENT OF AGRICULTURE,SOIL CONSERVATION SERVICE >
IN TIME THE MAJORITY OF THE STORM DRAINAGE SHALL BE IN PLACE AND INLET PROTECTION WILL BE IN PLACE TO FILTER SEDIMENT ISSUED SOILS M MAP 1986 5
POINTEli
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE
OUT BEFORE ENTERING THE STORM DRAINAGE SYSTEM,WET DETENTION PONDS WILL BE IN PLACE AND ALL SITE WATER WILL BE DIRECT TO SCALE: 1"= ER
THESE PONDS WITH THE EXCEPTION A PERIMETER SLOPES.SILT FENCE AND SILT FENCE OUTLETS WILL PROVIDE ADDITIONAL PROTECTION 10-10-10 FERTILIZER.
ALONG
EGET THE OUTER EDGE OF DISTURBANCE.THESE REMAINING MEASURES SHALL STAY IN PLACE UNTIL SITE S HAS ESTABLISHED w
VEGETATIVE GROWTH TO PREVENT EROSION.UPON REMOVAL OF DEVICES REMAINING DISTURBED ARE SHAL BE SEEDED AND MULCHED MULCH
PER THE PERMANENT SEEDING SCHEDULE. APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. DISK WITH M N - o
z
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
'"' MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED,
REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR
/
OTHER DAMAGE. ,1,<(,....0.0...CE/..AN..L.:
,������ ��������
FOR FALL:
SEEDING MIXTURE
SPECIES: RATE (LB/ACRE):
•
RYE (GRAIN) 120 -
2692 _SEEDING DATESMOUNTAINS--AUG. 15- DEC. 15 .. ti � 0 `` �JjPIEDMONT AND COASTAL PLAIN--AUG. 15 -DEC. 30 , •iT ER �O�` �"`
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000
LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE
10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
�, ANCHORING TOOL.
IP
•
MAINTENANCE
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.
(////r
TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL OWNER / DEVELOPER
PLAIN)OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY CUMBEE RD.
OR EARLY MARCH.
PARTNERS, LLC
761 6 HAWK ROAD
SEEDBED PREPARATION:
1. RIP AREA TO BE SEEDED TO A MINIMUM DEPTH OF 4-6 INCHES.
2.REMOVE ALL LOOSE ROCKS, ROOTS, ETC. LEAVING SURFACE WI LM I NGTON, NC 28411
SMOOTH AND UNIFORM. (ING 352-6634
3,APPLY SEED, AGRICULTURAL LIME, FERTILIZER AND SUPER
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.
,
L.
SITE PLANS
EROSION
Sediment Trap Design CONTROL NOTES
Sediment Surface Sediment Basin Dimensions Dimensions Sediment Surface Cw= 3.0 & DETAIL S
Sediment Drainage "C" Tc 10 yr.Storm Inflow Disturbed Volume Area (Top Dimensions) At Weir Volume Area Weir Weir Depth of
Trap# Area Factor Intensity A Area Required Required Length Width Side Slopes Total Ht. Length Width Provided Provided Height Length Row
(Ac.) (min.) (in/hr) (cfs) (Ac.) Ku.ft.) (s.f,) (ft.) (ft.) (ft./ft.) (ft.) (ft.) _ (ft.) (cu.ft.) (s.f) (ft.) (ft.) (ft.) SEA WYN D E
1 3.06 0.35 10.00 6.34 6.79 3.06 11016 2954 121 60 2.0:1 3.50 115 54 11107 6210 2.00 10.00 0.37 PLANTATION - PHASE
2 3.81 0.35 10.00 6.34 8.45 3.81 13716 3678 135 65 2.0:1 3.50 110 59 137570183 572 2.00 10.00 0.43
3 2.82 0.35 10.00 6.34 6.26 2.82 10152 2722 116 58 2.0:1 3.50 110 52 10183 5720 2.00 8.00 0.41
4 2.59 0.35 10.00 6.34 5.75 2.59 9324 2500 114 55 2.0:1 3.50 108 49 9367 5292 2.00 8.00 0.39 CUMBEE ROAD & N.C. 17
5 1.96 0.35 10.00 6.34 4.35 1.96 7056 1892' 99 50 2.0:1 3.50 93 44 7127 4092 2.00 6.00 0.39 TOWN OF FOLLY TOWNSHIP
E
6 1.95 0.35 10,00 6.3, 4.33 1.95 7020 1882 98 50 2.0:1 _ 3.50 92 44 7047 4048 2.00 6.00 0.39 LOCKWBEE TOWNSHIP
7 1.26 0.35 10.00 6.31 2.80 1.26 4536 1216 81 42 2.0:1 3.50 75 36 4551 2700 2.00 6.00 0.29 BRUNSWICK COUNTY,
8 4.34 0.35 10.00 6.31 9.63 3.39 12204 4189 126 63 2.0:1 3.50 120 57 12303 6840 2.00 12.00 0.42 NORTH CAROLINA
9 4.47 0.35 10.00 6.3i 9.92 2.66 9576 4315 106 60 2.0:1 3.50 100 54 9608 5400 2.00 12.00 0.42 HORZ.SCALE: N/A
VERT.SCALE: N/A
DESIGNED BY: SCH
Rock Dam Sediment Basin Design
M
II Sediment Surface Sediment Basin Dimensions Dimensions Sediment Surface Cw= 3.0
Drainage "C" Tc 10 yr.Storm Inflow Disturbed DRAWN D SC Volume Area (Top Dimensions) at Weir Volume Area Weir Weir Depth of HCHECKED BY: SCH
•t Basin# Area Factor Intensity (Q) Area Required Required Length Width Side Slopes Total Ht. Length Width Provided Provided Height Length Flow
(Ac.) (min.) (in/hr) (cfs) (Ac.) (Cu.ft.) (s.f.) (ft.) (ft.) (ft./ft.) (ft.) (ft.) (ft.) (Cu.ft.) (s.f.) (ft.) (ft.) (ft) DATE: 04-25-2007
RDSB-1 6.40 0.35 10.00 6.34 14.20 2.50 9000 6178 125 61 2.0:1 4.00 117 53 11081 6201 2.00 14.00 0.49 PROJECT NUMBER: 038-06-007
DRAWING
-
Trapezoidal Channel Design -
2 Yr.Design Storm Final Design
Channel Drainage Runoff Time of Bottom Channel Left Side Right Side 10 Yr. Design Storm Total Channel Manning's Flow Top Flow Wetted Hydraulic Calculated Calculated Shear Channel) Channel Permanent Temporary
Number Area Coefficient Conc. Width Slope Slope Slope Rainfall Total Channel Manning's Flow Top Flow Wetted Hydraulic Calculated Calculated Rainfall Width Perimeter Radius Flow Velocity Stress Bot. Width Depth Liner Liner
Intensity Runoff Liner "n" Depth Width Area Perimeter Radius Flow Velocity Intensity Runoff Liner "n. Depth (ft.) (c Area ft.) (ft.) (ft.) (cfs) (fps)e (/hear (ft.) an
„C" ft cfs f s (in./hr.)/hr. cfs
(Ac.) (min.) (ft.) (ft./ft.) (Run:Rise) (Run:Rise) (in./hr.) (cfs) (ft.) (ft.) (cu.ft.) (ft.) ( •) (cfs) (p ) ( ) (cfs)
(ft.) . (I: IIIII 0 , 5
0 5.00 10.00 0.025?� 6:1 6:1 6.80 1.49 GRASS RET D 0.078 0.17 12.04 1.87 12.07 0.16 1.63 0.87 5.00 1.09 NAG S75 0.028 0.8 10.96 0.84 10.97 0.08 1.27 1.51 0.12 1(�,00 1.50 GRASS RET D NAG S75
1 0 73 0 3 0.028 0.1 5.24 1.95 5.42 0.36 3.72 1.90 0.17 Z.00 1.28 GRASS RET D NAG S75
2 1.44 0.50 5.00 2.00 0.o05-r0 3:1 3:1 6.80 4.90 GRASS RET D 0.045 0.78 6.68 3.39 6.93 0.49 4.90 1,45 5.00 3.60 NAG S75