SW8021215_APPROVED PLANS_20161014

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 02\215
DOC TYPE
❑ CURRENT PERMIT
N APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2o\�lo \0ILA
YYYYMMDD

�I�IIINI�IIIIIIIIIIIIIIIIIIIIIIIII aaa vaais;:e:.1.
PLAT OF SURVEY FOR
SWEETBAY VILLAGE,
SWEETBAY VILLAGE PHASE 2A
SMITHVILLE TOWNSHIP, BRUNSWICK COUNTY
BRUNSWICK COUNTY NORTH CAROL/NA
0' 100, 200' 300,
THIS PLAN HAS BEEN RENEWED FOR
EASEMENTS ONLY AND HAS BEEN
APPROVED FOR EASEMENTS ONLY BY
ME (AUNTY ENGINEER.
COUNTY ENGINEER
DATE
NO APppPABBO����Y11AAryL RyElpl�tl�IE��D�T�ry
DTVIIJI11Y11 U My
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> - \ SN NAY VILLAGE, LLC
%tea! -A \\
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LKRRY LAUREL WANE PRNATE
r T -T -T
H1 VILIAf; AT WWaERs NINrE - PHASE I
es PG eee BON. I 1 CD!
Tod 5if'nw clr a � Lor a I br, � [or B � L°r B I 'o
PAR
4f lli'-�r�� gA PUES iUBe1 VISION
ap6�II,y.i. KM IS. FG SI. HA
NOTE A 10' UnUTY/ORNNAGE EASEMENT APRIES `� ' T ' T _______
\ �. ,\,\ K SE
10 ME EAMt OF ALL LOTS SHOWN NEREWAM STREET
. ��' - T T , -
T \ � ff
-A
ME USHOWNCNFA HEREBY ACKNOWLEDGES NE M,
SHOWN W THIS PLAT IS N1MN NE SINE
l \ 'AT
S
ARIUS
AC
AN
Cl
1R�
CGURTY
ACT AND
e.x IOU? go 2 / 2/S
VICINITY MAP NOT TO SCALE
a SAD 83
GRID NORiH
W p
U�
Ju Cc Q
>zoN
Il Z W
O w
Q . Q Q
Y�
C)
Z
I. RCBERT IS MSMENRY, A. HIS CEWOFY THAT ME
PROPERTY SHOWN HEREON CREATES A SOBOIMSION
OF LAND WITHIN ME AREA BE A MONIY OR MJNIGPAUTY
MAT HAS AN ORDINANCE THAT REGULATES PARCELS
OBMT B. MWENRY. R, RS
1
���
\ c \
\
\ \ TUNERS SICNATIRE I. RENEW OIBCER OF
\ p \ BRUN ,CK ERIMC ON IS AT WE MAP qR ATUT ro
n NKNN Ti5 6RTRCAl1OV IS AFiDID LEEIs ALL SfAN1SXVT
NDro \ 'P /.� REWIRFTS FOR RECORDING.
ME PROPERTY SHOWN HORROR Is \ n O\f2 �:llLyVOVN SONS IS Ar''!
NOT IN A FLOOD HAZARD 20NE
ICER
STATE OF NORTH CAROUP A
,,.B.,, COUNTY
I, ROBERT B. MWENRY. JR, CERTIFY
NAT MIS MAP WAS DRANK UNDER MT
SUPERNSIGN FROM AN ACTUAL FELT
SURVEY MADE UNDER MY SIPEHMEON:
NAT ME NATO OF PRECISION AS
WL.,S) By COMPUTER Is 10.FN +:
M
NAT TIE BOUNDARIES NOT SURVEIEO
E SNOYM AS BROKER LIMES KOTTOD
FROM INFORWATM NANO IN BOOKS
REFERENOUBMAT T15 MAP WAS PRE-
PANEO IN ACCORDANCE WIN CS 47-M
As AMENDED.
sM
,'`AMCAR,
A v°
1140
D SYVs,
I
SEA
-3521
.COI r Cg•��
�m G
A•a"'annnnnnaE•a
EXCEPT AS SPECIFICALLY STATED OR
SHOWN ON NIS PLAT, THIS SURVEY DOES
NOT PURPORT TO REFLECT ANY OF ME
FOLLOWING MICH MAY BE APPLICABLE
TO TIE SUBJECT REAL ESTATE; EASE-
MENTS. OTHER THAN POSSIBLE EASEMENTS
THAT WERE VISIBLE AT THE TIME OF
MAKING OF MIS SURWY. BUILDING BET -
BACK UNES: RESTRICTIVE COVENANTS:
SO
BDINSDN RESTRICTIONS: ZCNINC OR
OTHER LAND USE REGULAnONS AND ANY
OTHER FACTS MAT AN ACCURATE AND
CURRENT TT£ SEARCLHH MAY DISCLOSE.
ME LCCAnW OF UNDERGROUND UTL-
HRES AS SHOWN HEREON ARE BASED ON
ABOVE GROUND STRUCTURES AND
RECORDED DRAWINGS PROVIDED ME
SURVEYOR, LOCATIONS OF UNDERGROUND
UTLIDES/STRUCTURES MAY VARY FROM
LOCATIONS SHOWN HEREON. AODITONAL
BURIN URUTIES/STRUCTURES MAY BE
ENWUNTERED. NO EXCAVATORS WERE
MACE D RINC ME PROGRESS OF THIS
SLRKY TO LOCATE BUMED URUTES/
STRUCTURES,
DATE SIRWYDD: MARCH, 2005
suwF BY: JA/HZ
DRAW BY: CXONMY
SCME 1 INCH - IOG FEET
AB NUMBER: OIOO5I/070011A
FEUD LUCK: HUE
IECEND:
UP - EWSTNG INCH PIPE FOUND
NIP - NEW IRON PIPE SET
OR -EASING IRON ROD FOUND
MR = NEW IRON ROD SET
TBN TEMPORARY BENN MARK
MCHENRY SURVEYING
PROFESSIONAL LAND SURVEYOR
P.O. BOX 433 -8509 E OAK ISLAND DR.
OAK ISLAND, N.C. 2BG65
TEL: [phone]
FAX: [phone]
1'A E V E Il CY
ER
SEP 01 2096
svSdugGZl2/S
W r Ro C yoy
1'1Ao 6hit)cl fle Ise y/9
/-.26 -4ozAo,7

ii�u�uiiii '�°
'SS
'bid <56vg'0Z1215
OAK CREST
---�___ DRIVE
_ 60' PUBLIC R/W
233 i 232 i 231 I 230 I 729 I 228 I 127 I I n nCGlSGe°'
I I I I 226 225 221 I 223 I I I I I I 1
M3 222 221\
SEA PINES SUBO/V/5/ON MAP BOOK 10 PA220 CE 75 I 2/ 9 I 218
I 217
215
W eo.aaA eo.oa' / ao.00' '08'27' 4.76' I I I / 214
GE /l l SWEET BAY MLLAOF SWTHPORL ILC n eO�W' M DEED BOOK 1510. PACE 1217 O 19 W aabl I eo op' w 60'po' 8oa]' /
MAP BOOK 25, PACE 66 p 8 fi000 sT 18
8 fi,Wo 8,B:Jgo,SG 15 /4
w - A 8 'n 8 8 6.000 sF ? 8 6.025 5F n 1'3 \
VI
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n _ L od ,.':.�.� _� n 8 n ti 6,926 SG s 12 /
9.140 SF ryi6i c 444(14
p w 60
Z $ _ CNERYr]Mr..4]20',,JzM.32'— /s=• .,I
%,LAu RIVE \ 11 \ \PR/VATEf
a_s
10,018 SF 445
e0.0O' J2rt>9'N` 8 /
N814.56' R eaoo' \ 11
n g 129 a i30 s 2s muvnuro sEieACK _ _ _ _ ° �G I IKee114o•w \ \ / b'
N p0 6.000 SF n 6.000 SF 8 1°31�� 132, rya. a yF^ / vast 0 M 7
S85'08'27'E o - a 8 n 8 6•o�C't4+ 8 eaoo'°_h 8 133 134 '\ / W [\
30.00 z S - n pU J1B I'�' 8 6.000 5F 3 $ 6.386 SF I v // 7,4266 SF
R U LEA, M p II.!
eC.00' sasva'v'[ Mo.w' �// / � 'v°aII>. o: (<6 M
o ea.ao' m.m ww' ea.ao' a.ao' ea.op'/d-0 / Cy 3e "w Al? p qP�F
0 120 119 6a.00 wao' t• ,� l� 9 3 Imo• /\ S%z� F \
^' $ B4ODO sr P 118 ' aj� voop' / \ :. / X
2 $ 6,000 SF 1`. -- SF i.l7z GS (i 6. 116 Lll� O� / 0. 5.W2 SF w 8 n R 8$ 6;iiDG15Gf;? u x 1 15 AY
n 8 n 8 + g�i .^ $ A.L&SAS a . 7.618 SF' /? 3 Useea>r 8 A~ 2 447
n
S85'08'27'E < - - — - _ _ _ se-taa+¢>ae s[IDm1 a _
35.14' eo ao' --- — _ w F,qT' R / b
8 saoo' eo.00' 20' unun EASEMEN - - -J 1 k 6,000 SF J0
a _SOUTHERN N- Pl448
N 31. �_ „_ '°�• 9' ,Q ey3„e.w
PRivArE <o• RPrrID .VE e / - eZ/�
6o.oC' Aesna•zrw 585"B'x*'"yis.0 a �� m / o N o]00,00'� 6.W0 SF
_--- _ _ uTr EA ea.aa' �j� c/ h149
_ 2]' UT SEMENi 61•S]' `l
n $ 109 s n zs' Fnavn sETaAo1 _ V ,� sacs,. 9
^g 6,00D SFr86.00a�F.B
P 8 6 ooD 5F
g s,oW sF 80 - 1 14 / _ l / 6
S85'OB'27'E i - WG,',„tn $1S fi9 SAT / g, //fi,DW SG
MATCH LINE TO SHEET 1 30.00'"' � , a
/
450
8
/
l
lI<AT/`IJ
°-/ �/ / LAM'
\
I lA/C Tn CNEfT 1
SKEET BAY MLLAGE OF SOUTHPORT, LLC
DEED BOOK 1510, PACE 1217
MAP BOOK 25. PAGE 66
STREET
C
LOT
LOTER
k
RI
�
100 I 99 I 98 I 97
l MI6 1M6 EFEw R[VID
En {pR MEMTf UMIY Aw0
TYPICAL LOT MI�v���r�lMAsMfA nTNE
M.--, flIGE1EER
6EIB LX5(NOT T RSCALE)110N5 j�E
(NOT TO SCALE) 10_L5/ 7- `6E>
'11
30 00 + 180 40
SCALE: Y-60'
REVISED MAP OF SWEET BAY MLLAGE, MB. 33, PG. 377
Aa_
06-13-OB
VILLAGE AT MARINER'S POINTE - PHASE 1
SMITHVILLE TOWNSHIP
BRUNSWICK COUNTY, NORTH CAROLINA
0A.x:
A iW
OME
MEN
��... O`. 31Axfwep•WiM,0.9we
.� do5
OE
E56, O ,6`- ,
�
l /
V�'Wy 9 91M39Vue
��0.W0j
710
10.99.333]lu
p302]
L ;`l'
BILL CLARK
2
,Q�. EY.1PP•
HOMES
WLMINGTON, NC, 28403
Z
V... 430 EASTWOOD ROAD,
IMAP ea.b:net '3S Pc.'e 34q 01-%3-Xvo10 past Xot-
Z _

MATCH LINE TO SHEET 2
SWEET BAY MLLAU OF SOUTHPCRT. LLC
DEED BOOK 1510. PAGE 1P0
MAP B008 25. PACE 66
NO APPROVAL
milliIIIBggpillillip
__ innwl4F
:5[,IR v
/645O109 -- Y/1 sW.n112 Ili 14 I^/,� / W'w'
6R.D� -
e°m
6,0000F W 6,o9oo9sF ; 98 g7 nJ� %��,I•Po"°'�' '" / a R O i�6,a o sF 451 / MATCH /LINE TO SHEET 2
sF fi.o0o SF P 96 s R
'E
DUTCH
OR.
9
,
5,.91•
61W
2
NflSii7w
Y F
90
91 zs mwr
V I7.343 $F
$ 7.1SF
n` $ 7.117 SF
ac Rnl�
�I OI � 6B.4Y
61 DJ' $599'}J
a 89
11 6.146 SF
1
P
8 z;
76Ts6,�
n 8 6.OW SF .n' g 7.618
i9.4Cxi : S I/I 4 U 452
qt/L' $ V / 6.OW SF
60w�Tutt ArsuFwr .T CirrU�- r e G. / We°srr . R a h' \ / /
B' w.mM / NOTES
0
PRIVATE /
R� Q� � ^ � � ,J R3 m0� F 453 / I. SIZE IS LOCATED MORE MAN 2000' FROM A NCG$ MENU..'.
fi.9z' F 6.000 SF ^ N
2. 91E IS NOT LOCATED WMINWORT A IW-YEAR FLOOD ZONE AS
1 DELINEATED A STATE OF PANE C2087J. A FNO, FLOW
Q1, Z.F'e �� B.W Q / INSURANCE RATE MAP MAP PANEL 206)J, MAP N0. 3]20208)0OJ
4r' rn o 454 \/ l (PREuuwuev ISSUE).
R 93 3 94_YP7P ur / 2 j / 3. AREAS CALCULATED BY COORDINATES.
7,117 SF ? n /N 7 + ;� c //6,000 SF � \ � A\
_ 4. IBM ROOS FOUND OR SET AT ALL LOT CORNERS UNLESS
0
i o B.149 SF OTHERWISE NOTED.
455AREAS
�e l
fln��/"-,,.,, ''M1'a / iR � \ o LOT AREA = 41D.632L SO. FT. OR 9.427L ACRES
66.w 6498' Ion mI G q / 8894 SF y \ / mil, FO / ROAD AREA = 105.088t SO FT, OR 2.412E ACRES
456 OPEN SPACE AREA - 31.5772 SO. FT. OR 0J25i ACRES
8.4776S 8.567flRF11
1 S ,\V. ~�1\ ` `Pw 569�7.1 / / TOTAL AREA 547,2972 SO. FT. ON 12.5642 ACRES -
�- -
-
OPEN SPACE
PARCEL 'A" 3 SWEET BAY DRIVE
20.008 SF Ec N
T9.� 1yo` ,W ��taM � N 60' PUBLIC R�W'
R/.1R. P r -
n7 N6rBtf n, AO��,�
2�=, '.zi)T„i[`z Tnry
z°' Wry, 61,E W I°Ls), C41 �PRNP eAeY nitro, :'� \ 6 �HFR°° NB4.26'4YE �T
712 P RY 27.95'
.S\F eT'+73.]M<1F 5W5ryF W �- % % PA\ ^• sA)'ry'4TFc i' C�A\�O\ I SSUBDIVGISEIIO5N8PINE
I l
349
OPEN SPACE MAP. BOOK 350
]877 1 54 ONPA" ARCEL'A' 351
29 66A�RCL o 353 J52
3518TA
l
l
8I I I I
D �' : `L4it, /tea 4'a y\ p
_ 8.080 SF 80.10' fF o_m I
8.089 SF \ yy
488'S0'49'W L
S26'1fi'Sfi'
✓' A y0 1-
p : R 565 23.71 S48-43'11'W W REVISION
mi \ 24.77' BEACH POINT. PHASE 2371
'00% � � � / ,`F."'S24146'29W S84'26'{2'W LONG MAP BOOK 33. PAGE
[(; A ' 23.04' C' \ 26.00' \ ) 1 27R
\yF \
�4 N61.8T 26R I
27.19' 25R
N'17'W 69'24'W + R w 1 \ fo n e \
2.84' 40.07• 18.23 2IR I \ �P''l(/
S5615'09'W - N40'44'
62.75' NIA 34:10FraM 1 LONG BEACH POINT,
4041,F]YETLANDS / I PHASE 2 \ _
SWELL BAY WLUCE OF SW MPQRT. LLC MATLBOOK 33, PAGE 371 \ �/
DEED BOOK 1510. PAGE 1217
MAP BOOK 25, PAGE 66 / - --FRYING PAN
88
6.948 V
7 7.7444SF
-OLi�2d �TZ1�1}y B'kRNfIQltiS � .
-adds rood lefkT of cr�d�t m'Rle ��
SCALE: 1'-60- ---
GERnIMATF OF MQSMAnQN BY REGISTER DF
DFFDS
BRUNSWCK COUNTY
NORM CAROINA
FILED FOR REGISTRATION ON ME -- DAY BY
AT--(A.M./P.M.) AND
DULY RECORDED IN MAP BOOK __ AT PAGE
REGISTER OF DEEDS
RENEW OETiCER CERIIFlCABON
STATE OF NORM CAROLINA
BRUNSWCK COUNTY
RENEW
OTTCER BRU CK COUNTY. CERTIFY MAT ME
NAP OR PUT TO WHEN THIS CERTIFlCATON IS
ARIKED MEETS ALL STAUTORY REOUIREMENTS FOR
RECORDING
REWE I
CER _Z7"OP,
R
PRIVATE 45
Tjn
„ / \
v`^1R OCEAN LAKES SUBDIVISION
\
J MAP BOOK P, PAGE 109 \ \ 23A
AIL/ TMS RAN IMJ IEFNREV IMP \ / Z•\
I FOR EA6FMENIi 1AKD \ 13
CCr �u Fw eEEx AVPRwmFoa j \/" \
NJ. � A.�� FA6FYEMTi ORLY BY TKE � / Q T
nA.�M1va)L COVRTY ENG
SURVEYOR CERTIFICATIONS
REVISED MAP OF SWEET BAY VILLAGE, MB. 33, PG. 377 1E'
of-1a-06
CERDFICATE bRa/CCWRACY AND MAPPING VILLAGE AT MARINER'S POINTE - PHASE 1 BRA
-ee 2S'!C1SGi1L' SMITHMLLE TOWNSHIP
I. DAND M. EDWARDS.) CERW Y'NAA,T THIS PUT WAS DRANK UNDER MY SUPERNSION FROM AN ACTUAL BRUNSWICK COUNTY, NORTH CAROLINA oBAr.
SURVEY NADELLVNDER µY,SUP kM60R (DEED DESCRIPTIONS RECORDED IN DEED BOOK 2327 AT PACE
627). MAT ME BOUNDARIEE'4&iLSURVEYED ARE SHOWN AS DASHED UNITS AS DRANK FROM TIME
INFORMATION NOTED: MAT 1HE NATO OF PRECISION IS 1:20.000; AND MAT THIS PLAT WAS PREPAREDcm-31+N uee. M�eo-,us,u rw OcanY.
IN ACCORDANCE WM G 5 7-30 AS AMENDED, WMESS MY ORIGINAL SIGNATURE, UEENSE AND SEAL "••OQSN 0 ". A`A"^9�^^geo. wG mwy�wn ODE
THIS C'Tft- DAY OF _llrlan� A.D.. 2". „r OTC' L : !f-SICOIAIiOYRii011 slo'rvn.mssv� Nn
1, DAM D M. E9WARM PLS CERTIFYIMAT MIS PLAT IS OF ANOTHER CATAGORY, SUCH AS ME'Y I!% 910.793.3337 Fa O6M7
RECOMBINATON OF-1EXISTING;P,ARCELS.- A COURT -ORDERED SURVEY, W OMER EXCEPTION TO ME
DEFINITION OF A-A78OWSNN"", L-3 j 9EE1 Na
:.p•Y�,oy/y�y1ME✓CL�AJU� T
H/ ors
^^1��/�^L-L�f'ia�+� ,'/A, EDVSP:••• 4}0 EASTW000 ROAD, WLMIrvCTOJ, NC, 28403 2 /
nAMn u mWARne a Nn. I-i9nl
Sw FUZl2/S
5 LSvf s /Q -5
LjS 85k - 100
2% /Cfs
rv%pk cwb��ct 35 PAcsf, 3'%S 71.0010 Ya►7c I aG Z T(S

VICINITY MAP I
NOT TO SCALE
MH
I W\
tic
(19
cD
O
N 84'26'42" E \
127.95' \
(1) 6" TAPPING VALVE
(1) 6"X6" TAPPING SLEEVE
(1) 8" INCREASER
LIFT STATION SEWER
EXI NG 6" WATER 28.4X
SSMH SSMH
4 4TH374STREET SE3_----------------
-EXISTING 8" SEWER -_- #------Xr------- #2 CO TROL
P NEL
#5 N 9'57'18" W
MB. 15, PG. p1, BCR 1 I i 12 .00' ^�
#1
?i� 22 .
U� MATCH EXISTING \7 /{,
ASPHALT GRADE
28.0t ko
TEMPORARY CONSTRUCTION ENTRANCE
S 05*33'18" E e�(��" \�S
120.00'
ate_ n. S 84'?6'42" W do
26.00 TIE INTO EXISTING
LIFT STATION WETLANDS AS FOUND
INV 21.51 FLAGGED JUNE 2002,
S
x -SEE ORIGINAL. MAP 01
SURVEY FOR
" ' s3? BOUNDARY INFORMATI
)' �2`378 4 t % 3.95 ACRE
�6 H No.9A �1 7
14 27.0
1.62 \
I �/ � f n. � r• r
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RIM 2,7.5 23" 't2 t\
INV 22.0177� `\
24 V\
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41.4
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No(. 2F
LIMITS OF \ „ V JIU110 L -
DISTURBANC �� N '02 2 69 7' µµ ,� /
L(� S H No. I�1 B 1 `� FE' I!►� 4 5 SSMH No. 9C L40�
SSMH IN 10 10 O ORIM !No 1 C 6 M 0.5 I JN(
VINV 23.2 1 25 R14A 27.5 y f 7
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V 32.96 \ 1)'. B")�i E
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p 12 .5 -WATit SDR L8 IMITS OF 1 2" B ?" AL 54
O SDR-2 _ ,DISTURBANCE 637
330' SM No. t0A lrn 2" 7
\ \ L9 45 I \ C 15" S
38.5 PVCLSS�pg� P3 (czyI %�J M 9.0 �' 44 x 2 '4 60 o A
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2) ELEVATIONS ARE BASED ON MEAN
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3) 10' DRAINAGE & UTILITY
EASEMENTS TO BE ON THE FRONT
OF ALL LOTS.
LEGEND
EXISTING CONTOUR
X 28.0
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
- -
STORMWATER RUNOFF DIRECTION
TFH
FIRE HYDRANT ASSEMBLY
B.O.
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WATER VALVE
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SHEET 1 OF 2
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PLAN
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ENERGY DISSIPATOR
N S
CENTERUHE OF PETER-1 :13MITY LOE
: :aa
,rye � ♦ f�LlvYirZ':
,;���A`;�iJ`�%�iT`/r\�r`i/Ji
�'��V/'
. Ia: _
METER
FODS S-604 �- i57 WASHED STONE
SERVICE
AS REO UIRED
BLOCK SUPPORT OR
�p ROM STONE AS NEEDED
FALL-y/��tiNTLf� 1) CONTRACTOR STEAM. PLACE WE" B07. IN NON -TRAFFIC AREA AT
PERMANENT GRASSING DETAIL I LOCATION SPECIFIEDBY eRMNENICK CONTY UTILITY DEPARTMENT
SEEDING MD(TURE DETAIL - 3/4 _INCH- WATER SERVICE
TAIL OUDO OF TWO OR
NOT TO SCALE
RYE (011A91) 25
SEEDING DATES
VARIANT - /FlR
AUGUST - OE41]M11
SOIL AMENDMENTS
APPLY LIE NO FO OUCEM ACCORDING ID SOL 11011% (111 AIPLY 192Y 000 a/ '
1 ae a910". to-nlo-UlLO m"S' RE LOMR RATE a swlw SOdsf wo
MULCH
PLY % a rw OtAY snow 0 FGM'NLRF WAR E NW M SETAILE
MLGL M S1RAw BY TAAImo era ASPHALT, ROW14 on EIE10 a of
BIO WAX A MULCH MOlaBW IOC. A D®1 WIN RAGES 3f EARLY SIRUWT CAP
E USED AS A MULCH AMC UM 1M1.
25• RADIUS Fa
MAINTENANCE 25 RADIO
PIPE C
mrmm A000MM 10 SOL Mrs a APPLY LY 40 • EWOMM Y JNAMNY DOICAAT
OR FEB UARY, 40 a O Bggm AND 40 a M NOMMM FROM A 12-4-4 1 ON THE
16-4-4 a MMM RAW FOnIUM AV= FFRT613R AFFUCATBBD CROW
WARY WEATHER, AS RACE INCREASER MARC lam 10 DOOM OMM FORIIIE,
MD® DNIAMD AREAS BMWIELT MOB 10 A 1EMNT OF 2 -3.5 INCHESAS N18'
DIITL41
SPRING -SUMMER CLASS
PERMANENT GRASSING DETAIL ROW
SEEDING MIXTURE
AB= RATE [e/acre)
� usm�Er AM
330
ow" N RMMAaA9$ W TYPICAL 50' ROAD PLAN
TALL m N
SEEDING NOTES
t. NAME A TEAT APPEARANCE E DCMM ODT SERIffA
2. USE CCBOR BtR10AMS OLT a ®GATED SEES SIX IT CAMNOC E-�M
COME A PEST. OWDURM MAY E REPLAREPLACEDa ETA 5 a/oCDaW DEM M
n
SEEDING DATES 1 1/8" w 1 1/4"
AP1-JLY 15
A a'
SOIL AMENDMENTS
AMY LORE NO FFRIRIIDI ACCCMM 10 ffi TOM a APPLY SAM a/an
aOMD OMWLTME LBEMW ND MO a/aa. 10-10-10 FERTILIZER. ASIDE ELEVATION
10 3/4"
MULCH � 12`
OO
S9EEL R L O tDIEMENT
APPLY 411E a ACKER SWAIM A WWYNDO QMR HI SLING 0 RATABLE
PLAN VIEW
MULCH. " TIOCW ERN AMEN R RDYYL a T NEAR a BY CNT CAN*-Cypryum
EM A MOMI CH ANCHUR IOC. A D13M EM PAGES SET IEAILY SMA1tM Cw E
USED AS A MULCH NRI/O18W IOC.
MAINTENANCE ELEVATION SECTION A -A
REIERTSUZE SHE FOLLOWS* "'RIL'"M°'�"°' ""EAR S°W"" MANHOLE STEP DETAIL
HOMES WT E IWED OLT GQ A v NEIE A ND1T NPFMNIM 6
OEM MOOT 3IDEA ND Ma AS GLITCH As MEWED.
NTS
LATE WINTER & EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MDMRE
SEA RATE fib/end
Rye
AIe pedna (Kobe In 120
Korean In odns) FM"• uM50
OmIL a.a l l i.doe Ora. aaatlm of +.moray wear b net to al.ne
bel.od Jura
SEEDING DATES:
Mw. lta•a -Mow 2500 R: FdL 15-Mry 15
Baba 25W n: Fa. t-Pry t
PWrwM - Jm. 1-May 1
Halal PI1W - Da. 1-AIR. 15
SOIL AMENDMENTS ack fake
t1Faap
°/"a" 4"�- hR a 100fiN�
MULCH
APPLY 4,001) IR/AGE SIRAM Nlaa SHRAW BY TAOW W " ASPHALT. REVIEWS
Olt A Y001 AMOIMM IOC. A DISK WITH MARS SET REALLY STRAIGHT CAN AM
USED AS A MLW NIDICWW TOOL
MAINTENANCE
MINING R WaNe b ""t AAH Rds"sla Ramnd, rekrtan and natal Im-
m-dy ToeodM aaMs, w oMw dmrole
MM
TEMPORARY SUMMER GRASSING DETAI
SEEDING MIXTURE
RATE f6/anal
OR1AM MILLET40
IN WE PIEDMONT AM MMNMn1S A SIWRMm L-SlROME NRASS MAY
Sa31 WM AT A RATE OF M UB/ADE
SEEDING N070
MOYFABLS - MAY 15-AM 15
PBTMWT - MAY I -AM 15
COASTAL PLAN - APL 15-AM 15
SOIL AMENDMENTS
Fam 1 N0�7'JO LLB MK o-lto-t APPLY
ILIIZER Uig a/ALOE aQRO faBQL
RURAL MULCH
NMM
APPLY
AYW AwNCMM TOOL. A OM WINNIT AMAM � EtNiY STIMIOR CAR BE
USED AS A MULCH ANDORRW TOO.
MAINTENANCE
MfWAIE w OMRY IS NOF RALLY AMGUAIE M3ID. R6fRWIM ND MLa
IEDUIMY FOLLOWING VOM OR OTHER DAMAGE.
TEMPORARY FALL GRASSING DETAI
SEEDING MIXTURE
AM. RATE (6/mal
Rya (grain) 120
SEEDING NOTES
MOGLnADW - AM 15-GEC. 15
COASTAL PLAN and POIYCHT - AUL 15-DEC 30
SOIL AMENDMENTS
Fd1aR !DLL 1E41S a APPLY $MO {BRACE aORD AGRICULTURAL
LIIESIOIE NW 1,OM lB/ADE /o-10- 0 FERTRI2ER.
MULCH
APPLY 4AM LB/ACE SWIL Ngla STRAW BY TACK= NTH AlAALY.
M A MULCH AIIaDDW 100. A OIW1 EM HAMS SET IFAM.T sMAIGIR CAR
UM AS A MULCH N1DIDMW IOC.
MAINTENANCE
Rgair aM raAM aW aaa Ir.rmfttd Tga.a ME, M a/wAa
M i+a.g q, �In.Maa�oM.gIFdf It naaa"ay to 'Wow
' Wrow.' "a.M D.I
s is. (Mwn1aF.) M W r b""""N fwrrwy w aa'� W Rom)
GA
Sim OR WOW Post
w11E FABRIC
FILIER FABRIC
u u
NOIRES
1. FENCE HAVE COfa�°F32* IN
1lID21HS�I IH. OSLIME WIRES PAN
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
38" IN WIDTH FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WERE FABRIC AS DIRECTED BY THE
ENGINEER+.
3. Sim POST SHALL BE 6'-0" IN IQCNT AND BE OF THE
SELF -FASTER STEEL ANGLE TYPE
4. WOOD POST SHALL BE A MIN. OF B' IN HEIGHT AND S
TO 4' IN DIAMEIER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN /B WIRE STAGE
1 1/2" LONG
�, W
AS
1 MANHOLE
FpR nuaLNEssREL
S MDL WALL THICKNESS
ARREL
FOR 5' MA. BAR
4800 STANDARD MANHOLE
NTS
B' STONE
FOUNDATION
FINAL
CLASS
AIN. CLASS 1
FUUMAIEGLH FOUNDATION
MATERIAL
PVC PIPE MATERIAL DUCTILE IRON PIPE
PIPE BEDDING DETAILS
MITTHI GRASSINGMIDFAIL
III -
SEE SITE PLAN FOR INVERT
TYPICAL GRASS SWALE
NTS
BLOCKING
DIMENSIONS
PIPE SIZ
UP TO 10"
4'-0"
2-6
V-6"
12" TO 18"
5'-0"
4'-0-
2'-0"
18" TO 24"
8•-0"
6'-0"
3'-0"
n
RING�ADN COVER CONTACT
S TO I�PISUREBEVMN BEARING
OF COVER ON RING.
i TOP OF COVER
A
V-11 1/2" iV
N n
(MALLMRIFAC IT1SEi51__. 1'-9 5/6"
l�-__ -- JlRA
DERA�NXECAR(',I/i�B-_R20452001. 1•-10 3/4"
OORR EQUAL
2•-9 1/4"
COVER - 120 LBS.
SECTION A -A
MANHOLE FRAME AND COVER
NTS
2" BRASS VALVE BOX
� E (SEE VALVE & VALVE
BOX DETAIL)
2" BRASS GATE VALVE W/ FIPT
TP) COUPLING
2" BRASS CAP
2" BRASS NIPPLE
2" SCH. 40 APT X
SUP PVC ADAPTER
SCH. 40 PVC
PVC 90' BEND
�2" SCH. 40 MIPT X SLIP THRUST BLOCKING
PVC ADAPTER (TYP)
2" BRASS NIPPLE (TfP)
3'
DETAIL 2" BLOW OFF ASSEMBLY
(PERMANENT)
NO SCALE
L1 CK LACE
)S
NOT BLOCK HYDRANT DRAIN w/BLOCKING.
2. COA'i TIE RODS 4 NUTS w/COAL TAR EPDXY.
3. DO NUT SUPPORT VALVE BOX DIRECTLY ON VALVE.
TYPICAL WATERLINE & HYDRANT CROSS SE
-0" VARIES: SEE PLAN
OPEN SPACE
;jI
4 A n- N e
I18�IIIABC 8" ABC I J� II-
COMPACTED COMPACTED
SUBGRADE SUBGRADE
TYPICAL STREET CROSS-SECTION
THROUGH SINGLE LANE ROAD AND EYEBROW
NTS
TREATED 1x4
J �
C.I. BOX $� O< p
k COVER M1q wx 1
3w wZ <
COMBINATION- -�7 mEZ
MAX 45' SWEEP w a
BENDS AS REDID- o
�{ NIPPLE PER COUNTY
MAI ANGLE REQUIREMENTS
AS REO'D
NOTE: MINIMUM 3 FEET OF COVER
SHALL BE MAINTAINED UNLESS
DUCTILE IRON PIPE IS USED.
TYPICAL NEAR SIE)E
SEWER SERVICE DETAIL
NTS
ro
In
1x4
�1
A
A
- SPILLWAY
A
SUMP UNDISTURBED
BOTTOM CHANNEL BOTTOM
CROSS SECTION
STONE SECTION A -A
NOTES:
1. S�II�MPEENNT TRAP
RA WILL BE CONSTRUCTED FIRST,
2. SjEP MBETNT TRAP
TO S%TOM OF SPILLWAY
3. SPILLWAYDEPTHSHALL BE GONE FOOT. AN C
4. MTEASURE DNICULARLY FROM THAN
FEHES
5. JII��FFFpM7OTT�HH�DEIMLENSIONS 7�HEOSLpU0M�4A�yOy�WLLFOR CA MINIMUM OF
R E
6. D1STo0RMCOFANOOpSFFFEDSLEEEM���ANNMMEEEDNNIT77ASINECEESSARBE(MINECONCEAA�YEAR�.CH
7. AEMQVALIMDITCSSIELTATIONTRAP WILL BE DONE IN SUCH A WAY
TEMPORARY_ SEDIMENT TRAP DETAIL
NTS
OALV. BAR GRATING -
TYPE J CLIPS. ATTACH
ANGLE FRAME MORTAR
TOP OF BANK /
TEMPORARY
SEDIMENT TRAP
TABLE
No.
DISTURBED
AREA (Ac)
REWD
CIL R.WUAK
LENGTH
(�)
(f n
DEPTH
(F h
PROVMED
VOLUME
0M R
1
0.62
1,116
40
10
3
1,200
2
0.62
1,116
40
10
3
1,200
3
0.45
810
30
10
3
900
4
0.62
1,116
40
10
3
1,200
5
1 0.15
270
15
10
2
300
6
0.82
1,476
50
10
3
1,500
7
0.38
684
25
10
3
750
8
0.41
738
25
10
3
750
9
3.67
6,606
70
1 35
3
7,350
10
0.21
378
20
10
2
400
11
0.77
1,386
50
1 10
3
1,500
12
0.17
306
20
10
2
400
13
0.17
306
20
10
2
400
14
0.45
810
30
10
3
900
A _ tE JA--38 R
1&-'� 4-n- W
PLAN
36" f
)4 C n_ L6'r FILTER
SECTION A - A BOTTOM 16.0
DETENTION POND OUTLET STRUCTURE
NTS
1-1/2" TYPE I-2 (NCDOT)
-6" ABC STONE (NCDOT)
FII IIp�IIy�MEN pN y� yAR
CFO O NOTE: DEPENDING EUIFq! FIELDY(X)NDITIONS.
p'� O' CONTRACTOR SHALL COORDINATE
90�2 ENGINEER TO DETERMINE EN
ACTUAL PAVEMENT SECTION.
INVERTS 21.00�, PAVEMENT SECTION
.•.•.�.•. '9 O
i^Q 'O.
10' x 20• x 24" ENERGY <p .". T
DISSIPATOR, CLASS B NCDOT 4
EROSION CONTROL STONE
TOP OF BANK
• EL. 24.0
NORMAL POOL
EL 21 0
1
3
SITE WORK NOTES
REVISIONS
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
2.
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
0'
Date
Description
P
B Y
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3.
GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SECIFIED GRADES.
B.
THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED FACILITY AS REWIRED.
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
10
THE CONTRACTOR SHALL BE TO COORDINATE DISCONNECTION/
LOCATION OF ALL EXISTINGONSIBLE
RECONNECTION AND/OR THE REWITH
APPROPRIATE PERSONNEL
11.
EXISTING SURVEYING PERFORMED BYMCHENRY SURVEYING AND SUPPLIED BY THE OWNER.
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
16.
ALL PAVEMENT, BASE AND SUBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EOUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
�1
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
�4
NIGHT REFLECTING.
�J
20.
DUCTILE IRON SHALL BE CLASS 50.
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED.
22.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
O
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
N
CONSTRUCTION SEQUENCE
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
-
2.
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
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INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
�.L••�
CONSTRUCTION.
4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
(Y
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
POND TO ACT AS A SEDIMENT BASIN
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5.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
LEVELS AT THE COMPLETION OF CONSTRUCTION.
6.
FUNCTIONING. RESTORE POND TO DESIGN
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
7.
ENTERING STORM DRAIN PIPING.
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
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8.
ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 30 DAYS AFTER DISTURBANCE.
F4
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
F�
9.
MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
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10.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
1--�
PLAN PROVE TO BE LESS EFFECTIVE.
11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
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ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
J T
MAINTENANCE REQUIREMENTS
TO PREVENT OR SEDIMENT FROM LEAVING
�/
1.
CONSTRUCTION ENTRANCE MUST BE MAINTAINED MUD
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
L T
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
C-'
PRACTICES AS DESIGNED.
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3.
SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
BELOW THE TOP OF THE RISER. /57
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SEDIMENT POOL NO LONGER DRAINS PROPERLY.
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4.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT
THE FENCE. THE SI"DhtENT '-PENCE WILL BE REPAIRED AS NECESSARY
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0.5 FEET DEEP AT
TO MAINTAIN A BARRIER.
ACCORDING
5.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
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SPECIES TYPES: COMMON THREE -SQUARE SMARTWEED \v,
DUCKWEED WE DATE PRINTED
7
POND WEED WILDILD CHERRY
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SEDGES SHEET 2 OF 2
MAR 0 7 2003 01145

1\4-.A**-RINER'S POINT 8z� SWEET IE3-.,,-Y ROAD
PROPOSED ROADWAY CONNECTOR
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTIUTIES SHAD_ BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTIUTIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTIUTY UNES IN THE AREA OF
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR
TO COMMENCEMENT OF EXCAVATION OR DEMOUTION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT TIESE UTILITIES
BRUNSWICK COUNTY ZONING SOUTHEAST BRUNSWICK SEWER DISTRICT
ATTN: MS. HELEN BUNCH. CZO ATTN: MR. TOM SPIVEY
PH: 910-253-2025 PH: 910-457-0006
BRUNSWICK ELECTRIC MEMBERSHIP CORP. BRUNSWICK COUNTY ENGINEERING (WATER)
PH: 910-642-5011 AM: GUM MEDDLE
PH: 910-253-25W
N.C. NATURAL GAS CO.
PH: 910-763-1636 ATLANTIC TELEPHONE
EMERGENCY DIAL 911 PH. 910-754-4311
TIME WARNER CABLE
POLICE - FIRE - RESCUE PH: 910-763-4638
JANUARY 2006
FOR
BILL CLARK HOMES
430 EASTWOOD ROAD
WiLMINGTON, NC 28403
[phone]
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NC 211
SWEET BAY JU & RUN
MARINERS POINT C EK
VILLAGE
SUBDIVISION SUBDIVISION
�G -
BRUNSWICK
COUNTY AIRPORT
0
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INTRACOASTAL WATERWAY
VICINITY MAP
NOT TO SCALE
SHEET INDEX
SHEET NUMBER
SHEET TITLE
C0.1
COVER SHEET
C1.1
NOTES AND LEGEND
C2.1
DEMOLITION PLAN
C3.1
PLAN AND PROFILE
C3.2
PLAN AND PROFILE
C4.1
GRADING, DRAINAGE, AND
EROSION CONTROL PLAN
C5.1
SITE DETAILS
APPROVED -4�
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
(3-APR - 2w(o
PREPARED BY:
Wvw
DICKSON
community Inhostructun consultants
PROJECT / 50200.00.ML
MAR 3 0 2006
OOD2 ( 2-15
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations:
North Carolina Georgia
South Carolina Florida
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

COORDINATION
NOTES
THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROL AND SEQUENCE
SITE
1.
NOTES
ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE
LEGEND
1.
CONSTRUCTION OF THESE PLANS.
OF CONSTRUCTION NOTES:
REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL
=EXISTING WETLANDS
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS,
2.
ALL WORK IS TO BE IN ACCORDANCE NTH ALL RULES AND REGULATIONS OF
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL
EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
- EXISTING PROPERTY LINE
BRUNSOCK COUNTY AND THE STATE OF NORTH CAROLINA.
TEMPORARY SILT FENCES.
2
THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS.
-... -.... ...-.-.-
- EXISTING CREEK
3.
THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL
2. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE
UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.-.9
CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS
AREA WITHIN DESIGNATED CLEARING LIMITS.
-
EXISTING CONTOURS
TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING
3.
CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND
ANY WORK ASSOCIATE) NTH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY
3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY
PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY
O ---
>. IRON PIPE FOUND
A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
GRADING ACTIVITY.
PROTECTED FROM DAMAGE
O
= IRON ROD FOUL
4.
ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-
4.
ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE
CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
p -
=CONCRETE MONUMENT
OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES.
ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
5.
DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO
=TELEPHONE PEDESTAL
5. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED. CONTRACTOR
DISTORTION.
UNDERGROUND TELEPHONE
SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL
GENERAL
NOTES
MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE OWNER.
g,
THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON
COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING
°:
- TRANSFORMER PEDESTAL (PAD)
6. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR
CONSTRUCTION.
1.
EXISTING CONDITIONS ARE BASED UPON FIELD SURVEY COMPLETED BY WK DICKSON
SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL
so
:POSTING SANITARY SEVER MANHOLE
ON DUNE 27. 2005. AND REVISER) ON NOV. 3, 2005.
MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NORTH CAROUNA
7.
THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE *CONSTRUCTION
DIVISION OF LAND RESOURCES.
LIMITS' BROOM CLEAN AT ALL TIMES.
- EXISTING WATER METER
2
REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING
UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT
7. WATER, FERTILIZE. MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS
coo
- EXISTING SEWER CLEANOUT
KNOWN IN ALL CASES THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF
UNTIL FINAL APPROVAL BY NORTH CAROUNA DIVISION OF LAND RESOURCES.
8.
ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE
DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING
DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED
--.
=POSTING LIGH7IPOLE
AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES IN ORDER TO LOCATE
IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR
EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE
MAINTENANCE PLAN
REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
EXISTING HYDRANT AND VALVE
OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
9.
CONTRACTOR SHALL MAINTAIN AN 'AS -BUILT' SET OF DRAWINGS TO RECORD THE
41
- PROPOSED CONTOUR
UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL
STABILITYAND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES. SUCH AS POLES,
IN NO CASE LESS THAN ONCE EVERY WEEK, ANY NEEDED REPAIRS WILL BE MADE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
=PROPOSED SILT FENCE
IXXNDUITS FIBER OPTIC CABLES TELEPHONE CABLES. WATER LINES. ETC..
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
TRANSMITTAL LETTER TO THE ENGINEER.
ER
3.
CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS ARID INTERPRETATIONS
ENTRANCES WILL PERIODICALLY TOP DRESSED WITH
2. ALL TIONAL
10.
IF FROM THE SPECIFICATIONS OF DRAWINGS ARE DEEMED
39.50
%
- PROPOSED SPOT ELEVATION
O EDGE OF PAVEMENT
OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR
2 INCH
ADDITIONAL 2 INCHES OF /4 STONE O MAINTAIN PROPER DEPTH. ANY SEDIMENT
#4 DI
NECESSARY BY
NECESSARY THE CONTRACTOR, DETERS OF SUCH DEPARTURES AND REASONS
CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH
THAT IS TRACKED INTO THE STREET YELL BE IMMEDIATELY REMOVED.
WILL
AL
THEREOF SHALL BE GIVEN TO THE OWNER FOR RENEW, NO DEPARTURES FROM
•
=PROPOSED ICON ROD SET
ACT.
THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE
4.
CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS CAUSE MINIMUM
3. SEDIMENT WALL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
OWNER.
®
J- PROPOSED STORM SEWER
INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
PROVIDE ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS 0R
NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6
FEET APART UNLESS A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
11.
ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED PRIOR TO
PROPOSED INLET PROTECTION
TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS. FENCES. SIGNS OR
CONSTRUCTION.OTHER
ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
LOD
=LIMITS OF DISTURBANCE
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOl
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
12.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ITS ISSUED AND
ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SKIING SHALL BE IN
'CONSTRUCTION
VIGOROUS DENSE VEGETATIVE COVER.
APPLICABLE STATE. COUNTY, AND LOCAL CODES.
ACCORDANCE WITH THE LATEST EDITION OF AND MAINTENANCE
OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
STABILIZATION NOTES
I&
ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO BACK
DEVICES' BY THE DOT.
OF CURB UNLESS OTHERWISE NOTED.
5.
ALL MATERIAL CLEARED OR DEMOUSHED BY THE CONTRACTOR IN ORDER TO
1. ALL SLOPES WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE
OF GRADING
14.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS
CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR
CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED.
AND SHALL BE PROPERLY DISPOSED OF OFF -SITE
2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 30 DAYS OF CEASE OF ANY
PHASE OF GRADING.
15,
THE 04GNEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION
6.
ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR
MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE
FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
PLANS
7.
CONTRACTOR SHALL CALL THE NORTH CAROUNA ONE -CAL CENTER AT 1 (800)
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
Seeding Mixture
GENERAL
UTILITY NOTES
DEMOLITION
NOTES
SHIES RATE (LB/ACRE I
1.
AL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH BRUNSWICK
CENTIPEDE GRASS 10-20
COUNTY REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT
1.
CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAN I:; OR
Seeding Dates
SPECIFICATIONS.
RELOCATE EXISTING SERVICE CONNECTIONS WHEN NECESSARY.
MARCH - JUNE
2.
BEDDING FOR ALL STORM SEWER PPE SHALL BE AS SPECIFIED ON THE DRAWINGS.
2.
CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF
DEMOUTION REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE
Soil Amendments
3.
ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL HE REINFORCED
IMPROVEMENTS WILL BE PERFORMED BY THE CONTRACTOR AND WILL HIE
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS. OR APPLY 300 LB/ACRE
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
CONSIDERED UNCLASSIFIED EXCAVATION.
10-1G-10 FERTILIZER.
PLANS'
3.
DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING
Mulch
STORM
WATER NOTES
AND OFFSITE DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES. FOUNDATIONS
SLABS STEPS AND STRUCTURES; ABANDONED UTILITIES BUILDINGS, PAVEMENTS
DO NOT MULCH.
1.
TOTAL DISTURBED AREA
AND ALL MATERIALS CLEARED AND STRIPPED TO THE EXTENT NECESSARY AS
DIRECTED BY THE SOILS ENGINEER FOR THE INSTALLATION OF THE NEW
Maintenance
MARINERS POINT DISTURBED AREA:
IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND AS
FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO
SHOWN ON THESE PLANS.
PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS
22.697 SF (0.52 AC)
FERTILIZER.
SWEET BAY DISTURBED AREA:
4.
THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY. STRUCTURES AND
UTILITIES ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES
34,186 SF (0.78 AC)
OF OTHERS DUE TO THE CONTRACTORS ACTIVITIES SHALL BE REPLACED N KIND
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
BY THE CONTRACTOR AT NO COST TO OMMER.
2.
TOTAL IMPERVIOUS AREA
5.
ELECTRIC. TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES
Seeding Mixture
MARINERS POINT IMPERVIOUS:
THAT SERVICE OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE
EXISTING REMOVED -
CONSTRLUCTDN PROCESS BY THE CONTRACTOR.
}INTER AND EARLY SPRING
HOUSE - 2935 SF
ROAD - 2914 SF
6.
THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF
TOTAL - 5,849 SF
DEVELOPMENT COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE
SEE= RATE (LR C 1
DEMOUTION HAS BEGUN. AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE
Rye (GRAIN) 120
PROPOSED - 5457 SF < 5.849 SF
MAINTAINED WEEKLY DURING CONSTRUCTION AND ENDING WITH A PHOTOGRAPHIC
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER DEMOLITION. THIS RECORD
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
SWEET BAY IMPERVIOUS:
SHALL BE DELIVERED TO THE OWNER.
EXISTING REMOVED -
OMIT ANNUAL LESPEDIEZA WHEN DURATION OF TEMPORARY COWER IS NOT TO EXTEND
ROAD - 8067 SF
7.
EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK. AND U71UTIES NOT INTENDED FOR
BEYOND JUNE.
HOUSE - 5000 SF
DEMOLITION SHALL BE MAINTAINED. PROTECTED AND UNDISTURBED DURING DEMOLITION.
TOTAL - 13.067 SF
SUMMER
PROPOSED - IZ166 SF < 13,067 SF
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND
UNDERGROUND UTILITIES INCLUDING CABLE. GAS TELEPHONE AND ELECTRIC AND
ANY OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS CURBS AND GUTTERS AND
SIDEWALKS TO BE DEMOUSHED.
10. ALL DEMCJTION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS.
11. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE
REVISIONS
SEEM
GERMAN MILLET
EALL
RATE (LB/ACRE)
40
S RATE (LB/ACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DEC.1-APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SLIMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,OCO LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 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
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE
PROJECT MANAGER
RPB
DRAWeIG 9CALE
AS SHOWN
909 MARKET STREET
� WIL.MINGTON, NC 28401
[phone]
DICKSON Office Locations:
community NIfrOI�fUCtUro conaultante North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROU�
DRAM Ir. NM
.RM,JMCH
PROJECT DATE
NOV 2006
RPB BY
RPB
20 MaMM�
502CO.00.WL
COG
CONSTRUCTION
nLE NAME
5020n4-vMlae met
PLED DATE
2/13/2006
RECORD DWG.
HOLES
430 EASTWDOD ROAD
WUJCTOK NORTH CAROMA W403
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
GENE M NOTES & LEGEW
C1.
C5.1

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SEA PINES SUBDIVISION
M8 15, PG 51
r � 1 rrrrr
1 1 r r r
1 d WNTRACTOR 30.REIt>IOGE 417 SY
LOT 1 A6PMtY AND BASE COURSE
SWEET BAY '
INV 24.65 1
\ LOT 94
\ J(LEET SAY �e 27.
P�=^��c
It
1 /
,/
1 /
/
/
ASPAHALT AND BASE COURSE
TO BE REMOVED
r. / ASPHALT TO BE REMOVED
CURB do GUTTER TO BE REMOVED
® EXISTING WATER METER OR SEWER
CLEANOUT TO BE REMOVED
\ \
LOT 27R \
/ \ \ MARINERS \
SEA PINES SUBDIVISION
M6 11 PG 58 \ \
♦ \
♦ \ i
MARINERS CONTRACTOR TO REMOVE i
♦♦ \ ,' \ PO/p/T 510 SY OF ASPHALT- /
UPLANDS
♦
/ CONTRACTOR TO REMOVE 34 SY \
OF ASPHALT AND BASE COURSE \
-23
LOT 25R \ �R
—� MARINERS
= /
CONTRACTOR TO REMOVE
` 3T--LF OF CURBING / / �/
yvy
_ANDS l ' CONTRACTOR TO REMOVE 251 SY�
OF ASPHALT AND BASE COURSE
UPLANDS •� _ `Z--------
PLAN VIEW
1 Inch - 30 Feet
PRQECT MANAGER
RP6
DRAYww sCAIE
AS SHOW
909 MARKET STREET
NALMINGTON, NC 28401
[phone]
DOffice Locations:
DICKSON
community infrwtructuro OOnlultanta North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAILu eY. ,YCN
�"'��
PROECT DAIS
NOV 2D�
BIDDING
APPROVED er
RPB
PRo•ccr NU�itR
50200.00.11E
CONS7RUCTKJH
FILE NAME
5020DDD-c2-DEAD
PLOT DAIS
2/2/2008
RECORD DOG
HOLM
430 EASTWOOD ROAD
WLMWTOK NORTH CAROLW
LOT 18A
MARKERS
PO/NT
CONTRACTOR TO
REMOVE 7 SY OF
ASPHALT AND
BASE COURSE
CONTRACTOR TO
REMOVE 160 LF
OF CURBING
30 0 30 60
SCALE: 1' = 30'
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
ti►
6� _ :
C2.
C5.1

-L- PC STA 0+00 r♦ 1
BEGIN CONSTRUCTION r1 1
N 71697.87 r! 1
SEA PINES SUBDIVISION
E 2282480.23 � � /
1 MB 15, PG 51 7� BEGIN RW TRANSITION 1
o STA: 0+25.95
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>' 1 END RW TRANSITION
8 \ 1 STA: 0+69.44
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L3
53409
'140
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END CONSTRUC
N 71297. l
0
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-L- PT
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STA 8+84.12 \\
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\
IMARINERS
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i
\ \ POINT \ \
_xe \ % -L- PT STA 0+69. FEET BAY ♦♦ Z \ \
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g� \ SWET BAY \� O ♦ -L- PRC STA 4+76.78 O� N 71291.27 \ \ SEE DETAIL
8888 \ PROPOSED ♦ i \� E 2283082.39 \ \ SHEET C5.1
1 -L- STA 1+50.27 = RIGHT-OF-WAY
-Y- STA 10+00.00 ♦ , _ _ LOT ?5R \
$ \ / N 71559.46 ♦ ; , MARINERS
E 2282512.86 \ /
UPLANDS ♦ OP1tN SPACE ` POINT
____-__ \ '
a
-L- PT STA 2+37.60 - --•�_-� _ _ ♦ �� MARINERS -
\ / Xlfj UPLANDS -�� ♦ POINT 4" SF
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\ OFFSET: 11.00 R 25 -_ 2+ c 45 R/w / O0 +00
--__ ♦ SEA PINES 11 SUBDIVISION
co, OFFSET:
1 OFFSET: 22.500 L 1 _ 0o
iI \ r�' LOT l
el -L- PC STA 0+25.95 1 SIXET BAY .0 ♦♦
8 \ 20 9 SU,EE OPEN SPACE
4Y
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0
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a
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\ \ L- STA: 1+34.68
\ OFFSET: 36.60 R
o'a
\ \ /V
\ t C$ �\
32
30
28
26
24
22
20
18
16
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
CHORD DIRECTION
C1
43.49
70.00
42.79
2.1
C2
146.54
152.50
140.96
C3
186.10
372.50
184.17
1 OW
C4
407.33
438.22
392.83
7
C5
97.35
152.12
95.70
15•11'
� /
0000,
/ i
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LOT ABA
POINT
/ -L- STA: 8+26.88
6AT OP OFFSET: 11.00 R
-L- STA: 8+06.06
_ e+E� ppIVE \ps OFFSET: 38.57 R
% N _ UPLANDS
HIGH POINT - 2 CHE 45' R
/ ---._ PROPOSED x
STA = 2+84.99 WETLAND IMPACT,-'
ELEV = 26.57 ;
T -L- STA: 1+71.87 OPEN SPACE ,• ' _0.073 AC--
/ OFFSET- 9.00 R SWET BAY 404 WETLANDS PROPOSED
4,M SP -L- STA. 5+50
RIGHT-OF-WAY UPLANDS BEGIN MODIFIED
\ -L- PC STA / 2+90.69 VALLEY CURB - - SE 7+ .46 PROPOSED MODIFIED OFFSET: 11.00 R
VALLEY CURB. SEEEXI
\♦ Twa
�N SPACE LO�?4R DETAIL SHEET C5.1
\ -L- STA: 1+52.20 \ i 1� M,gRS -L-STA: 7+83.46 / -Y1- PC STA 10+97.3
-Y- PT STA 10+94.42 OFFSET: 25.41 R ♦ f;. POINT SF OFFSET: 29.29 R
\ POINT / END CONSTRUCTION
END CONSTRUCTI01 LOT Bi? \ ' / N 71198.97
n94e
E 2282428.50 \ 8u EET B 4Y ♦ f LOT 23A / E 2283107.51 / \
MARINERS LOTBRH //
\ LOT Br \ P k: ' POINT / / MARN�
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.r,
_OW POINT ELEV = 26.40 LEST=
OM' POINT STA = 2+02.78 HIGH POINT ELEV = 26.57 30 0 30 so 404 WETLANDS
HIGH POINT STA = 2+84.99
PVI ELEV = 26.17 rVi STA = 1+5PM STA = 3+60 SCE: 1- _ 30• ® 404 WETLANDS IMPACT AREA
17
SCALE:
A.D. = 1.53 PVI ELEV = 26.86
K = 117.71 A.D. _ -2.62
K = 76.26
180.00' VC - I 200.00' VC I PVI STA = 5+50
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PROFILE
Horizontal Scale:l Inch = 30 Feet
Vertical Scale:1 Inch = 3 Feet
PaoECT MMAGM
RPB
OUNIM Scar:
AS SHOWN
909 MARKET STREET
WILMINGTON, NC 28401
DICKSON [phone]
DOffice Locations:
North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE MON
APPROVALS
Navel sr: mm
JW.JMCHa
PeDECT DAZE
NOV 2D05
BIDDING
APPaovm sr
RPB
PaaECT M>.ram
50200,00,WL
CONS1RUC11oN
iff NAME
SO1000o-6r.MeiO mw
PLOT DAIS
2/2/2008
RECORD DWG.
5+00
5+50
6+00
6+50
•.'frO
HOWs
WLMTOK NORTH CA ROAD
NC'OUNA 2W3
32
30
28
26
24
22
20
18
16
8+85.08
7+00 7+50 8+00 8+50
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

7
i
LOT ?7R
MARPeM
POINT
LOT I �.I III 1
� f ♦ \ \ LOT ?bR
SHEET BAY ��1 ♦♦ ` M RS
OPEN SPACEPOINT
SWET BAY
//JIJ94 OF 1 OPEN SPACE
REMOVE AND REPLACE RIP RAP �� OF ♦♦ ` $.
AS REQUIRED BY GRADING
LOT 94 ,- TEMPORARY SILT FENCE 48,001 LF
Sf6EET BAY PROPOSED 40LF-30' ♦♦ (SEE DETAIL SHEET C5.1)
TEMPORARY SILT FENCE `, CLASS IV RCP ♦
2,775 LF (SEE DETAIL ` STA 3+38.90
F
T;,
SHEET C5.1) . ♦ LOT?3R
PROPOSED,STONE CHECK ML4RllJEIQS ��/
�eR�e DAM SEE DETAIL SHEET- C5.1 uPLANDs ♦ OPEN SPACE ��
♦♦ LOT I"
MARINERS PROPOSED CONSTRUCTION - 1 MAR#&M
UPLANDS PONT 409 W ENTRANCE, SEE DETAIL SHEET C5.1 r o25
GNERRY 1. t
TEMPORARY
DER/ r+
t� - � _ - _ 2.153 FENCELT LF
CONTRACTOR TO CONVERT IVA- , 23� -- DETAIL
- r-.-
EXISTING DROP INLET TO A - _ � � _ .. _ _- _ __ _____ ..-= � � � ., , � _ -. �.y __p�ppl�lE SHEET C5.1)
s MANHOLE AND ADJUST F '� a ' �` ' L5, RlN - - 2 _
��'
.. i UPLANDS % . r r�� ,F`s w .-.._
it
RIM TO MATCH — ... — HIGH POINT _
GH
STA 2+84.99 PROPOSED RIP —RAP APRON,.
PROPOSED GRADE. _ SEE DETAIL SHEET C51
LOT 8if+ a LOT Bl5 PROPOSED STONE CHECK ELEV — 26.57 ff i
84Y 84Y DAM. SEE DETAIL SHEET C5.1 SHEETY 404 WETLANDS , yf }✓
4" SF � F
UPLANDS 3�4.065 LF .._-
TEMPORARY SILT FENCE
CONTRACTOR SHALLADJUST e'j r f
F - F � . �',, (SEE DETAIL SHEET C5.1)
EXISTING SEWER MANHOLE ;. ;> CONTRACTOR SHALL ADJUST
TO MATCH PROPOSED GRADE tF EXISTING SEWER MANHOLE
14 i OPEN SPACE TO MATCH PROPOSED GRADE AO
t: r LOTS 4R I
♦ rEM
��Y ', r F' � r.6" .. F t f?L r i' F ✓ a S /� !-V//� / i Y.Y�nR�/��
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a
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
pmw rm m
0xA111" scar
AS S"OW
909 MARKET STREET
NALMINGTON, NC 28401
[phone]
19DICIUSON Office Locations:
COrtIrt1U11Ry (n1lra�tructuf,. oonaultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DAZE
APPROVALS
ortAw sy, AMDAIE
%W%mm
NOV 2006
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I °�
RE
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WLMWTOK NORTH CAROMA 2W5
C4.
C5.1

VARIES AS DIRECTED BY ENGINEER (6' MAX.)
TOP STRAND MIN. #10GUAGE STAY WIRES MIN. #12-1/2 GUAGE
BOTTOM STRAND MIN. #10 GUAGE
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32' IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE HARES W/12' STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36' IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POST SHALL BE 5' 0' IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3' OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2' LONG
GROUND LINE
6'
FILTER FABRIC
FILL SLOPE
ANCHOR FILTER
FABRIC SKIRT
AS DIRECTED BY
THE ENGINEER
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
WIDTH VARIES
rr SEE PLAN
TOP OF BANK
\��\\\��'\��
1. SIDESLOPE VARIES, SEE PLAN 6VMOPOSED CONTOURS
2. DITCH TO BE FULLY LINED WITH EROSION CONTROL BLANKETS PRIOR
TO SEEDING & MULCHING FROM TOP OF BANK TO TOP OF BANK.
TYPICAL SWALE
NOT TO SCALE
REVISIONS
Cuss
LaOlt 1
9ACOW
F'LAIV VILW
50' MIN.
DIVERSION TO DIRECT RUNOFF FROM R
SECTION VIEW
TEMPORARY
CONSTRUCTION ENTRANCE
NOT TO SCALE
1'-00 - I— 11-0"
MODIFIED VALLEY CURB
NOT TO SCALE
CLASS "A"
4
CLASS "C"
BEDDING DETAILS
NOT TO SCALE
AGGREGATE BASE
1RSE UNDER CURB.
CLASS "B"
CLASS "D)$
I
PaOECT resume
RPS
MAIM WALE
AS SHOWN
909 MARKET STREET
vw WILMINGTON, NC 28401
[phone]
DICKSON Office Locations:
community GIfFO`RtTUctUro OoneUltanta North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAW BY: ACH
,RtM,1YCH
PAQECT WE
NOV 2005
BIDDING
APPRED a. OV
RPB
Ow 5020 00.WL
50200.00.WL
CONSTRUCTION
i NAME
C5.1 DETAILS
PLOT DAIE
1/31/2000
RECORD DwG
LENGTH
STORM DRAIN PIPE Im
3
A L= THE DISTANCE SUCH THAT POINTS g
PLAN �� ��\ /\ �\ A AND B ARE OF EQUAL ELEVATION
SLOPE = 0% TAILWATER
OW
STORM DRAIN PIPE - - — ' -- -- -
FILTER FABRIC
SECTION
RIP -RAP SCHEDULE
N.C.D.O.T. CLASS B
RIPRAP, MINIMUM
18" THICK, TYPICAL
UPSTREAM
DOWNSTREAM
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
1
30
10
7.5
10
SLOPES= 3.
SLOPES- 3:
RIP -RAP APRON
NOT TO SCALE
45 FT R/W
11.5' 12' 1 18, 12' 1 11.5'
I/Y PER Fr I 11/4' PER FT 1/4' PER FT
MODIFIED
VALLEY CURB Zr-SF9.5A SURFACE
(TYP.) 6'-825.08 BASE
PER FT
TYPICAL ROAD CROSS SECTION
W/ MODIFIED VALLEY CURBING
NOT TO SCALE
45 FT R/W
11.5' I 22' I 11.5'
Y-SF9.5A SURFACE
6'-B25.0B BASE
In
TYPICAL ROAD CROSS SECTION
W/0 MODIFIED VALLEY CURBING
NOT TO SCALE
2"-SF9.5A
;URFACE COURSE
Y—SF9.5A SURFACE
6'-825.68 BASE
825.0E AGGREGATE BASE
COMPACTED SUBGRADE •
100% ASTM D698 TO
12" DEPTH
TYPICAL PAVEMENT SECTION
NOT TO SCALE
311
3:1
HOMES
430 EASTWOOD ROAD
WILMINGTOK NORTH CAROLINA 28403
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC
FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEEP
OVERFLOW FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL
4. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECK
DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
5. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
STONE CHECK DAM DETAIL
NOT TO SCALE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION J
DETAILS
C5.
C5.1

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
Z ,0 0 \L-
YYYYMMDD

L i �
II 1 vvdd��
1�il�v`at.�' ls>
Energy. Mineral &
Land Resources
F-NVIRONMF.NTAL OUALITT
October 14, 2016
PAT McCRORY
Governor
DONALD R. VAN DER VAART
Secretary
Bill Clark Homes of Wilmington, LLC
Edward H. Clark, Manager
127 Racine Drive, Suite 201
Wilmington, NC 28403
Subject: State Stormwater Approved Permit and Plan Revision
The Village at Mariner's Pointe
Stormwater Management Permit No. SW8 021215
Brunswick County
Dear Mr. Clark:
TRACY DAVIS
Director
On September 1, 2016, the Wilmington Regional Office received a request to revise the approved plans
and the original Stormwater Management Permit Number SW8 021215. The revision will reduce the
number of lots from 133 to 88 due to the sale of 45 lots to another developer, which were permitted
separately as The Cottages at Mariners Pointe under SW8 131212. The originally approved maximum
built -upon area limit of 2,645 sf per lot remains unchanged. We are forwarding you a copy of the revised
plans depicting the 88 lots and the revised and updated permit for your files. Please replace the previously
issued permit with the revised permit, dated October 14, 2016, attached.
The plans previously approved on April 13, 2006, remain in effect to the extent that the road and
ditch layout and details are shown. The attached recorded plats which show the 88 lots now covered
by this permit, and the necessary public rights -of -way; easements and common areas, are added to the
approved plan set and are an enforceable part of this permit.
Please also understand that the approval of this revision to the plans and to the permit for the subject
State Stormwater project is done on a case -by -case basis. Any other changes to this project must be
approved through this Office prior to construction. The issuance of this revision to the permit and to
the plans does not preclude the permittee from complying with all other applicable statutes, rules,
regulations or ordinances which may have jurisdiction over the proposed activity, and obtaining a
permit or approval prior to construction.
If you have any questions concerning this matter, please do not hesitate to contact Linda Lewis in the
Wilmington Regional Office at [phone] or via email at linda.lewisancdenc¢ov.
Sincerely,
a Tracy E. 6avis, RE, Director
Division of Energy, Mineral and Land Resources
GDS\arl: \\\Stormwater\Permits & Projects\2002\021215 LD\2016 10 permit 021215
cc: Brunswick County Building Inspections
Wilmington Regional Office Stormwater Permit File
State of North Carolina I Environmental Quality I Energy. Mineral and Land Resources
Wilmington Regional Office 1127 cardinal Drive Extension I Wilmington, NC 28405
910 796 7215

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Bill Clark Homes of Wilmington, LLC
The Village at Mariner's Pointe
Cherry Laurel Drive at Frying Pan Road off NC 133, Southport, Brunswick County
FOR THE
construction, operation and maintenance of a 30% low density subdivision in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and
specifications, and other supporting data as attached and on file with and approved by
DEMLR and considered a part of this permit for the Village at Mariner's Pointe.
The Permit shall be effective from the date of issuance until rescinded and shall be
subject to the following specific conditions and limitations:
I. DESIGN STANDARDS
Each of the 88 lots is limited to a maximum of 2,645 square feet of built -upon
area, as indicated in the approved plans.
2. The overall tract built -upon area percentage for the project must be maintained at
30%, per the requirements of Section .1005 of the stormwater rules. The size of
the overall tract used to base the density on is 36.33 acres which encompasses
The Village at Mariner's Pointe under SW8 131212 and the Cottages at Mariner's
Pointe.
3. Approved plans and specifications for projects covered by this permit are
incorporated by reference and are enforceable parts of the permit.
4. Projects covered by this permit will maintain a minimum 30 foot wide vegetative
buffer between all impervious areas and surface waters.
5. The only runoff conveyance systems allowed will be vegetated conveyances
such as swales with minimum side slopes of 3:1 (H:V) as defined in the
stormwater rules and approved by the Division.
II. SCHEDULE OF COMPLIANCE
Swales and other vegetated conveyances shall be entirely constructed,
vegetated, and operational for their permitted use prior to the construction of any
built -upon surface.
Page 1 of 4

State Stormwater Management Systems
Permit No.SW8 021215 Mod.
2: During construction, erosion shall be kept to a minimum and any eroded areas of
the swales or other vegetated conveyances will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to operate the permitted stormwater conveyance and control
measures at optimum efficiency to include:
a. Inspections
b. Sediment removal.
c. Mowing, and revegetating of the side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
4. Deed restrictions are incorporated into this permit by reference and must be
recorded with the Office of the Register of Deeds prior to the sale of any lot.
Recorded deed restrictions must include, as a minimum, the following statements
related to stormwater management:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 021215, as issued by
the Division Energy, Mineral and Land Resources under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to the
extent necessary to maintain compliance with the Stormwater Management
Permit.
c. These covenants are to run with the land and be binding on all persons and
parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division.
f. The maximum built -upon area per lot is 2,645 square feet. This allotted
amount includes any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and
the edge of the pavement. Built upon area includes, but is not limited to,
structures, asphalt, concrete, gravel, brick, stone, slate, and coquina, but
does not include raised, open wood decking, or the water surface of
swimming pools.
g. Filling in or piping of any vegetative conveyances (ditches, swales, etc.)
associated with the development except for average driveway crossings, is
strictly prohibited by any persons.
5. The permittee shall submit a copy of the recorded deed restrictions within 30
days of the date of recording.
6. The permittee shall submit all information requested by the Director or his
representative within the time frame specified in the written information request.
7. No piping shall be allowed except that minimum amount necessary to direct
runoff beneath an impervious surface such as a road and that minimum amount
needed under driveways to provide access to lots.
8. Unless specified elsewhere, permanent seeding requirements for the swales
must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
Page 2 of 4

State Stormwater Management Systems
Permit No.SW8 021215 Mod.
9, The permittee shall review all lot plans for compliance with the terms and
conditions of this permit, and the recorded declaration of restrictive covenants.
The plans reviewed must include all proposed built -upon area (BUA), existing
and proposed conveyances, and grading. No approvals shall be granted for any
new construction, or modification or addition to any lot if such construction shall
cause the lot to be in violation of the terms and conditions of this permit.
10. The permittee is responsible for the routine monitoring of the project to verify that
the built -upon area does not exceed the maximum allowed amount under this
permit. The permittee shall notify any lot owners that are found to be in
noncompliance with the terms and conditions of this permit and/or with the
stormwater provisions of the recorded declaration of covenants and restrictions in
writing. The permittee shall require remediation from the lot owner within a
reasonable time frame, and shall follow-up with the lot owner to assure that the
noncompliance has been properly abated.
11. Within 30 days of constructing the project's infrastructure, roads and stormwater
control measures, the permittee shall provide written certification to the Division
that the project's stormwater control measures and impervious surfaces have
been constructed in accordance with the approved plans and specifications. Any
deviation from the approved plans or specifications must be noted on the
Certification.
12. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
13. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any of the items shown on the approved plans, including the
stormwater management system, design concept, built -upon area, grading,
details, etc.
b. Redesign or addition to the approved amount of built -upon area, and/or
increases or decreases to the maximum assigned BUA per lot.
c. Further subdivision, acquisition, or selling of the project area.
d. Filling in, piping, altering, rerouting, relocating, resizing or regrading any
vegetative conveyance shown on the approved plan.
14. The Director may determine that other revisions to the project should require a
modification to the permit.
15. All stormwater conveyances must be located in a public right-of-way, dedicated
common area, or drainage easement. The final plats for the project must be
recorded showing all such rights -of -way, common areas and easements in
accordance with the approved plans.
III. GENERAL CONDITIONS
The permit issued shall continue in force and effect until revoked or terminated.
Page 3 of 4

State Stormwater Management Systems
Permit No.SW8 021215 Mod.
2: Any individual or entity found to be in noncompliance with the terms and
conditions of a stormwater management permit or the requirements of the
stormwater rules is subject to enforcement procedures in accordance with North
Carolina General Statute 143 Article 21.
3. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance, or
termination does not stay any permit condition.
4. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules, and regulations contained in Title 15A of the North
Carolina Administrative Code, Subchapter 2H.1000, and North Carolina General
Statute 143-215.1 et. al.
5. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division of Energy, Mineral and Land Resources at
least 60 days prior to any one or more of the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part, except in the case of an individual lot sale that is made
subject to the recorded deed restrictions;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
e. Dissolution of the partnership or corporate entity, subject to NCGS 57D-2-
01(e) and NCGS 57D-6-07;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
6. The permittee is responsible for compliance with all permit conditions until such
time as the Director approves a request to transfer the permit.
7. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state and federal) which have jurisdiction.
8. The permittee grants permission to DEQ Staff to enter the property during normal
business hours for the purposes of inspecting the stormwater management
system and its components.
9. The permittee shall maintain a copy of the approved plans on file at all times.
Permit updated, revised and reissued this the 14th day of October 2016.
TH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tracy L!Davis, P.E., Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 4

�% n5�� ^ Central Files: APS SWP _
!2h 10/1412016
Permit Number SW8021215 Permit Tracking Slip
Program Category
State SW
Permit Type
State Stormwater
Primary Reviewer
linda.lewis
Coastal SWRule
Coastal Stormwater- 1995
Permitted Flow
Facility
Status
Project Type
Active
Minor modification
Version
Permit Classification
1.20
Individual
Permit Contact Affiliation
I
Facility Name
Major/Minor
Region
Village at Manners Pointe (formedy Sweet Bay Village)
Minor
Wilmington
Location Address
County
Cherry Laurel Lane Off 133 Long Beach Rd
Brunswick
Behind Sw8 941206 Off Faith Blvd
Facility Contact Affiliation
Southport INC 28461
Edward H. Clark
Manager
127 Racine Or
Owner
Wilmington
NO 28403
Owner Name
Owner Type
Bill Clark Homes Of Wilmington LLC
Non -Government
Owner Affiliation
Edward H. Clark
Manager
127 Racine Or Ste 201
Dates/Events
Wilmington
NO 28403883
Scheduled
Orig Issue App Received Draft Initiated Issuance
9/16/2003 9/1/2016
Regulated Activities
State Stormwater- Low Density
Outfall
Public Notice Issue Effective Expiration
10/ 14/2016 10/14/2016
Requested /Received Events
Deed restriction requested
Deed restriction received
Waterbody Name Streamindex Number Current Class Subbasin

LOT 12
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CURVE DATA(Cl) /
R=40.00'
CHORD 36.75' CHERRY LAUREL
CH. BEARING=NO5'12'04'W DRIVE
LOT DATA (PRIVATE 40' R/W)
LOT AREA = 10 015± Gn FT OR 0 93:b ACRES
6U.QwABLE IMPEEMO lc SURFACE PER LOT 645 SO FT
NPERVIOUS S RFA 1' AREA FOR THIS OT 2,617 SQ,FT,
HOUSE = 1DRIVE
SQ.FT. i ��,e� /
CONCRETE DRIVE 592 SOFT. G
"ONCRETE PATIOS & PORCHES - 177 SOFT.
31DEWALK = 83 SO.FT.
1(? (M-5
ha/se
0
ZZONNG DATA
ZONING CO—R-6000
FRONT YARD SETBACK = 25'
REAR YARD SETBACK = 9'
SIDE YARD SETBACK = 5'
STREET SIDE YARD - 15'
THE VILLAGE AT MARINERS POINTE — PHASE 1
6740 Nothorlmda Drive, Salle A ate t 1/16/14 PROPOSED PLOT PLAN
VAmin9lon, North Carallno 28405 ale: 1•=30' LOT 11 — MB 35 PG 389
NWW0099 Vaam raven : OF CHERRY LAUREL DRIVE
��®VmL04 P 9f 10.799.33 Voice
Coneulling Surveyors 91Numb r C Fox hk .ODE SMITHVILLE TOWNSHIP
NCBELS Firm Number C-2881 rol. No:14003 RRNNSWICK C01 INTV Mn

1111111111111111111111
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65.00'-
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CONCRETE PATOS '8 PORCHES w 2313 SQ. FT TM YAP SWL. Wt N usn FOR CONEYAWE m R[fAM W SIDE YARD SETBACK 5
SIDEWALK 663 SO:: FT PLWP0 ee OTTRRssc Rl11FD uPTM FM mNDAeY MraoyTgL STREET SIDE YARD IV
VILLAGE AT MARINERS POINTE — PHASE 1
6740 NetheNmde Who% Suite A to : 2 20/14 PROPOSED PLOT PLAN
WRmingtm, Nwth C.roMo 26405 1•-20' LOT.'88. - MB 35. PG 388
"""'Bt00P Vdc* an': OF RIVER BIRCH DRIVE
v1((�t0wm;®4 P0 9 ino.7 9.33 vac.
9to.7BB.3327 88 l 04(-00.79OMmk: ORUNSWICK TOWNSHIP
CORRultki9 SRteeyme NCBELS Fbm !lumber C-288t ro} Na14018 BRUNSWICK COUNTY, NC

BSLn @IRLD9N0 SETBACK uNE SOUTHERN PINE
FRONT YARD SETBACK = 2W DRIVE
REAR YARD SETBACK W (PRIVATE 40' R/W)
SIDE YARD SETBACK - S'
TMEET SAE SETBACK . N/A
AT AREA . GOGO SCL R
ALLOWABLE IMPERWO113 SURFACE PER Oi. 2646 SOFT
WP )S S�o1eACE AREA FDR 7NlS LOT . aBMa m ET
NWSE = 178D�SOPT.
AN RM ORWE u 519 ,! SC. FT.
ATE PATIOS 8 PORCH. 2813 SO. FT
9DEWALK . 553 So. FT
LOT 106
1pvs-e
2228.E
7M9 6 IIDT A @WNDARY 6URVEY
ALL 1HE COURSES SHOWN HEREON ARE BASED
ON THE RECW♦flED MM/DEEED NO CHECK WAS
Pu
LIADE FOR AOCIRACY. TIBB YAP SHALL NCT
BE I/3LD FOR CONVEYANCE OR RECORDING
B011t01ARY 55'OtYAIAN� USED FOR
ND MM DEPORT FU7DOy15p, SUB,gCT TO ALL
EASEIIENiS AND CONDIBD S OF RECORD,
SWEETBAY VILLAGE. LLC
6740 Nelhwlo Drbe. Sub A is : 9/21/15 PROPOSED PLOT PLAN
W9mhgton, North CcroSno 28105 e: 1
•.20' LOT 107 ALB-36 PC-419
�l&1188® E�® WCSft FkllWr° m .n : SR P SOUTHERN PINE DRIVE
�j 910.709.0099 Yoke DOE BRUNSVACK COUNTY, NO
91n 799.IN27 Faw ...r u..ne... c.uva..n.. �..,..........

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Iry I MARJNE'P5 POINTE
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_ LOT DATA
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ZONING DATA `J �} ��7�b- �' ' r
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THE ,uILLAGE AT kAARI".ERS: ROINT� :hPHASE;I
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W MWOcRaumze/de « 7 30.E LOT I..IO MB 3T}T 388
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LOT 116
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VILLAGE AT MARINERS
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LOT 132 — MB

Compliance Inspection Report
Permit: SW8021215 Effective: 10/14/16 Expiration:
Project: Village at Mariners Pointe (formerly Sweet Bay Village)
Owner: Bill Clark Homes Of Wilmington LLC
County: Brunswick
Region: Wilmington
Contact Person: Edward H Clark
Title:
Across: Cherry Laurel Lane Off 133 Long Beach Rd
Behind Sw8 941206 Off Faith Blvd
City/State/Zip: Southport NC 28461
Phone: [phone]
Directions to Project:
From the intersection of NC Huy 211 and NC Hwy 133 (Long Beach Road), travel South on 133 for approx 0.9 mi. to Faith Blvd.
Turn right on Faith Blvd. and follow it to Frying Pan Road. Turn Jett on Frying Pan Rd. -turns into Cherry Laurel Lane.
Type of Project: State Stormwaler - Low Density
Drain Areas: 1 - (Polly Gully Creek) (03-06-17 ) ( SC;Sw,HQIM
On -Site Representative(s): %
Related Permits:
S1N8131212 Carter Chappell LLC - The Cottages at Mariners Pointe
SVV8941206 Mariners Pointe Community Association Inc - Mariners Pointe Community
Inspection Date: 02108/2017 Entry Time: 04:27PM Fxa Timm 04 30PrA
Primary Inspector: Alida R Lewis
Secondary Inspector(s): �`''
Reason for Inspection: Follow-up
Permit Inspection Type: State Stormwater
Facility Status: ® Compliant ❑ Not Compliant
Question Areas:
0 State Stormwaler
(See attachment summary)
Phone: [phone]
Inspection Type: Transfer Renewal
page. 1

Permit: V."021215 Owner - ProjecC
Bill Clark Homes Of Wilmington LLC
Inspection Date: 02/08/2017 Inspection Type
Inspection Summary:
Transfer Renewal Reason for Visit Follm» uD
The last inspection report dated August 7, 2016 Indicated that the transfer of the permit could not take place until Bill
Clark Homes submmuied a plan revision to remove the 45 Carter/Chappell LLC lots. The 45 Carter/Chappell lots
received Permit NSW8 131212 in January 2014. Bill Clark Homes of Wilmington received their approved plan revision for
SW8 021215 on October 14, 2016.
Upon receipt of a copy of the filed paperwork to update the HOA's mailing address with the NCSOS, the permit can be
transferred.
File Review
Is the permit active?
Signed copy of the Engineer's certification is in the file?
Signed copy of the Operation & Maintenance Agreement is in the file?
Copy of the recorded deed restrictions is in the file?
Comment The permit was modified on October 14. 2016 to split out the 45 lots that were sold to another
developer.
Yes No NA NE
® ❑ ❑ ❑
® ❑ ❑ ❑
®❑❑❑
® ❑ ❑ ❑
page: 2

Casmer, Jo
From:
Casmer, Jo
Sent:
Friday, September 09, 2016 4:52 PM
To:
'[e-mail]'
Subject:
Village at Mariners Pointe; Stormwater Permit SW8 021215
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Plan Revision application on September 1, 2016. The project has been assigned to Linda
Lewis and you will be notified if additional information is needed.
Jo Casmer
Administrative Assistant for DEMLR/Stormwater Section
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
io.casmeancdenr.aov
127 Cardinal Drive Extension
Wilmington, NC 28405
-"Nothing Compares..,..
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

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is;
w ::I it t��lCli. �G, I�rµ+� �'•, J,i gaili O!1 (1 (! t1;1'' U^C' J' ..
1s T171?I1J u : `:I!5i?IGii9 I,its, S i',!IICi!t J!! j 'n 1i"Eiu �)15CdaJ
no+an:;!"E 11l r;ihleJ S
0

Project Name:
Project Location:
(� Commplieteness Review Checkilst
Received Date:
Accepted Date:
Zs)
Rules) �2008 Coastal �1995 Coastal 0Phase II (WiRO.) Universal "1988 Coastal
Type of permit: New or Mod or (RJ Existing Permit # QMod or PR): 0 21 a 1 PE Cert on File?
Density: HD or LD Fyffe: Commercial or Residential NCGi
%: M(% OK?) Strasser Claes: IISA Map ElOffsite to S1Ys
Subdivided?: Subdivision or Single Lot �ORW Map Exempt
Paperwork Ernaiied Engineer on:
DSupplement(s) (1 original per BMP) BMP Type(s):
�70&M with correct/original signatures (1 original per BMP except LS/VFS and swol s)
plication with correct/original signatures eed
Corp or LLC: Sig. Auth. per SoS or letter Email Address: Design Engineer
:]$505 (within 6mo) Email Adores Owner—
DSoilsReport with SHWT `\ Note to Re oewer: (��✓��
Calculations (signed/sealed) 1 b
[]No obvious errors
Density includes common areas, etc 'f���,��� c cs9 U
Deed Restrictions, if subdivided: 1 PA-*J SF 'E—ie
Signed & Notarized
IUCorrect Template (Comm/Res & HD/LD) or Dec. Covenants& Re
=lases —
2 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading ®Wetlands: Delineated or No Wetlands
�Vic inityMap Layout (proposed BUA dimensions)
Legend ElDA MapsEl
Project Boundaries
nfiltratoon
Soils Report
SHWT:
Bottom:
Visited:
�dditionai Bnforrnation
;UA (sf)
iA (sf)
P (el)
HWT (el)
epth (ft)
A (sf)
Wet Pond
777
L_JSoils Report
OSHWT:
PP:
Offsite
PE Cert for Master
Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Lot #:
L= L
ot #Matches Master
sf
sf
Co

Lewis,Linda
From:
Lewis,Linda
Sent:
Tuesday, August 30, 2016 3:23 PM
To:
[e-mail]
Cc:
'Landon Weaver'
Subject:
FW: Mariner's pointe SW8 021215
Attachments:
2016 08 CEI_addinfo 021215.pdf
I just noticed one more thing that is missing from the transfer request: a copy of the deed conveying
the common areas of the project to the HOA. There is a lot of common space and open space in this
permit that must be conveyed to the HOA before I can transfer the permit. Sorry for the oversignt.
Linda
From: Lewis,Linda
Sent: Tuesday, August 30, 2016 2:21 PM
To: [e-mail]
Cc: 'Landon Weaver' <[e-mail]>
Subject: FW: Mariner's pointe SW8 021215
Here is the inspection report for 021215. 1 sent you a blank copy of the plan revision form yesterday.
Please sign and submit that form to revise the permit to cover 88 lots. Everything else looks fine.
Linda
From: Lewis,Linda
Sent: Monday, August 29, 2016 3:51 PM
To: [e-mail]
Cc: Scott, Georgette <[e-mail]>
Subject: Mariner's pointe SW8 021215
Heath
I'm going over all the transfer documents and I don't have any problems with the documents or the
compliance of the site. However, when we "severed" the Carter -Chappell permit for The Cottages
from this permit, back in 2014, you were supposed to submit a request to revise your permit to
remove those 46 lots from your permit.
The current 2006 permit for Mariner's Pointe still covers 133 lots, but you only have 88 lots of those
lots. Carter -Chappell took the leftover 45 lots that were theirs, and created 46 lots from those original
45 lots, which we permitted with a reduced BUA per lot.
Carter -Chappell received their own permit in January 2014, but you never submitted the signed plan
revision application form to change the Mariners Pointe permit from 133 lots to 88 lots which was
requested via email on January 21, 2014.
So, the SW8 021215 permit still needs to be modified to reflect that Mariners Pointe has 88 lots, not
133 lots. That has to be done before the transfer. If you would be so kind as to submit that signed

•J
Lewis,Linda
From:
Lewis,Linda
Sent:
Monday, August 29, 2016 3:51 PM
To:
[e-mail]
Cc:
Scott, Georgette
Subject:
Mariner's pointe SW8 021215
Heath:
I'm going over all the transfer documents and I don't have any problems with the documents or the
compliance of the site. However, when we "severed" the Carter -Chappell permit for The Cottages
from this permit, back in 2014, you were supposed to submit a request to revise your permit to
remove those 46 lots from your permit.
The current 2006 permit for Mariner's Pointe still covers 133 lots, but you only have 88 lots of those
lots. Carter -Chappell took the leftover 45 lots that were theirs, and created 46 lots from those original
45 lots, which we permitted with a reduced BUA per lot.
Carter -Chappell received their own permit in January 2014, but you never submitted the signed plan
revision application form to change the Mariners Pointe permit from 133 lots to 88 lots which was
requested via email on January 21, 2014.
So, the SW8 021215 permit still needs to be modified to reflect that Mariners Pointe has 88 lots, not
133 lots. That has to be done before the transfer. If you would be so kind as to submit that signed
form, I can use the recorded plats as the approved plans and all the previous documentation as the
required narrative. Once the plan revision is approved, then I can process the transfer right on its
heels.
Thank you for your continued patience and timely response.
PS- I have not had a chance to get back out to Tidalwalk, but I will do my best after Labor Day to get
there.
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Department of Environmental Quality
910-796-7215 Office
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28403
N. Nothing Compares._
1

♦9
Lewis,Linda
From:
Lewis,Linda
Sent:
Tuesday, August 30, 2016 4:16 PM
To:
'Landon Weaver'; Brigit Flora ([e-mail])
Cc:
[e-mail]
Subject:
Emailing: 2016 08 CEI_addinfo 021215
Attachments:
2016 08 CEI_addinfo 021215.pdf
All:
Attached is the updated inspection report for The Village at Mariners Pointe. I added the need for a copy of
the recorded deed conveying the common areas to the HOA.
Thanks,
Linda Lewis, E.I.
Environmental Engineer III
Division of Energy, Mineral and Land Resources Department of Environmental Quality
910-796-7215 Office
[e-mail]
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28403
Email correspondence to and from this address is subject to the North Carolina Public Records Law and may
be disclosed to third parties.
Your message is ready to be sent with the following file or link attachments:
2016 08 CEI addinfo 021215
Note: To protect against computer viruses, e-mail programs may prevent sending or receiving certain types of
file attachments. Check your e-mail security settings to determine how attachments are handled.

Compliance Inspection Report
Permit: SW8021215 Effective: 04/13/06 Expiration:
Project: Village at Manners Pointe (formerly Sweet Bay Village)
Owner: Bill Clark Homes Of Wilmington LLC
County: Brunswick
Region: Wilmington
Adress: Cherry Laurel Lane Off 133 Long Beach Rd
Behind Swill 941206 Off Faith Blvd
CitylState/Zip: Southport INC 28461
Contact Person: Edward H Clark Title: Phone: [phone]
Directions to Project:
From the intersection of INC Hwy 211 and NC Hwy 133 (Long Beach Road), travel South on 133 for approx. 0.9 mi. to Faith Blvd.
Turn right on Faith Blvd. and follow it to Frying Pan Road. Turn left on Frying Pan Rd.-lums into Cherry Laurel Lane.
Type of Project: State Slormwater - Low Density
Drain Areas: 1 - (Polly Gully Creek) (03-06-17) ( SC;Sw,HOW)
On -Site Representative(s):
Related Permits:
SW8131212 Carter Chappell LLC - The Cottages at Manners Pointe
SW8941206 Mariners Pointe Community Association Inc- Mariners Pointe Community
Inspection Date: 08/17/2016 Entry Time: 12:15PM Exit Time: 12:30PM
Primary Inspector: Alida R Lewis Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Other
Permit Inspection Type: State Slormwater
Facility Status: ❑ Compliant ❑ Not Compliant
Question Areas:
State Stormwaler
(See attachment summary)
Inspection Type: Transfer Renewal
page: 1

Permit: SW8021215 Owner - Project: Bill Clark Homes Of Wilmington LLC
Inspection Date: 08/17/2016 Inspection Type Transfer Renewal Reason for Visit: Other
Inspection Summary:
The inspection was conducted in order to determine the status of compliance prior to transferring this permit to the HOA.
The project cannot be determined to be in compliance until the following information / action is provided.
1. Submit a plan revision request to reflect the loss of 45 lots to Carter -Chappell. The 021215 permit should only cover
the 88 lots that Bill Clark Homes developed as The Village at Mariners Pointe.
2. Submit a copy of the recorded deed conveying the common areas of the project to the HOA.
As part of the permit transfer application, the following documentation was provided by the permittee under SL 2011-256:
1. A completed HOA permit transfer request form naming The Village at Mariners Pointe Community Association, Inc. as
the proposed permittee.
2. Minutes of the May 4, 2007 organizational meeting of the HOA wherein Heath Clark is named as the Association
president.
3. A letter from Heath Clark as permittee, certifying that the project's stormwater controls and built -upon areas are in
compliance with the permit.
4. NCSOS documentation that the HOA is a registered non-profit corporation, currently managed by Dave Sweyer and
Associates and having a mailing address of 1630 Military Cutoff Road, Suite 100 Wilmington INC 28403.
5. Copies of recorded deed restrictions and first amendment reflecting the maximum BUA of 2645 sf per lot.
page: 2

Permit: SW8021215 Owner- Project: Bill Clark Homes Of Wilmington LLC
Inspection Date: 08/17/2016 Inspection Type Transfer Renewal Reason for Visit: Other
File Review Yes No NA NE
Is the permit alive? ■ ❑ ❑ ❑
Signed copy of the Engineer's certification is in the file? ❑ ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? ❑ ❑ ❑
Copy of the recorded deed restrictions is in the file? ■ ❑ ❑ ❑
Comment: 1 . Protect certified by the permittee on April 26, 2016-
2. Deed restrictions originally recorded on June 23 2006 in DB 2416 at PG 643 were amended on
August 10 2006 in DB 2449 at PG 240 to add the BUA per lot limit.
Built Upon Area
Is the site BUA constructed as per the permit and approval plans?
Is the drainage area as per the permit and approved plans?
Yes No NA NE
■ ❑❑❑
■ ❑❑❑
Is the BUA (as permitted) graded such that the runoff drains to the system? E ❑ ❑ ❑
Comment: 3. By signing the permit transfer request. the permittee acknowledges and verifies that no lot has
exceeded the maximum permitted BUA limit of 2645 sf.
SW Measures
Are the SW measures constructed as per the approved plans?
Are the inlets located per the approved plans?
Are the outlet structures located per the approved plans?
Comment: 4. All swales were constructed as permitted.
Operation and Maintenance
Are the SW measures being maintained and operated as per the permit requirements?
Are the SW BMP inspection and maintenance records complete and available for review or provided to
DWO upon request?
Comment.
Other Permit Conditions
Is the site compliant with other conditions of the permit?
Yes No NA NE
E ❑ ❑ ❑
❑ ❑ N ❑
Yes No NA NE
■❑❑❑
❑ ❑ ❑
Yes No NA NE
❑■❑❑
Comment: 5. The permit still covers 133 lots. The permittee did not submit the requested plan revision in January
2014 as requested when 45 of the lots were severed from this permit and permitted to Carter -Chappell
under SINS 131212. The SWB 021215 permit needs to be modified to reflect that it now covers 88 lots
at 2645 sf per lot.
6. In order to transfer the permit the permittee needs to submit a copy of the recorded deed conveying
the common areas of the project to the I
page: 3

permit: SW8021215 Owner- Project: Bill Clark Homes Of Wilmington LLC
Inspection Date: 08/17/2016 Inspection Type Transfer Renewal Reason for Visit Other
Inspection Summary:
The inspection was conducted in order to determine the status of compliance prior to transferring this permit to the HOA.
The project cannot be determined to be in compliance until the permit is modified to reflect the loss of 45 lots to
CarterChappellunder the SW8 131212 permit. Once that revision is approved, the transfer can follow immediately on its
heels. The following documentation was provided by the permittee under SL 2011-256:
1. A completed HOA permit transfer request form naming The Village at Mariners Pointe Community Association, Inc. as
the proposed permittee.
2. Minutes of the May 4, 2007 organizational meeting of the HOA wherein Heath Clark is named as the Association
president.
3. A letter from Heath Clark as permittee, certifying that the project's stomwater controls and built -upon area is in
compliance with the permit.
4. NCSOS documentation that the HOA is a registered non-profit corporation, currently managed by Dave Sweyer and
Associates and having a mailing address of 1630 Military Cutoff Road, Suite 100 Wilmington INC 28403.
5. Copies of recorded deed restrictions and first amendment reflecting the maximum BUA of 2645 sf per lot
page 2

Corporations Division
Page 1 of 1
North Carolina
Elaine F. Marshall DEPARTMENT OF THE
Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, INC 2762"622 [phone]
Click Here To:
View Document Filings File an Annual Report Amend a Previous Annual Report
Print a Pre -Populated Annual Report form
Corporate Names
Prev Legal: BILL CLARK CONSTRUCTION COMPANY, LLC WILMINGTON, NC
Legal: BILL CLARK HOMES OF WILMINGTON, LLC
Limited Liability Company Information
Sosld:
0364516
Status:
Current -Active
Annual Report Status:
Current
Citizenship:
Domestic
Date Formed:
3/10/1995
Fiscal Month:
December
State of Incorporation:
NC
Registered Agent:
Clark, William H
Corporate Addresses
Account
Login
Register
Mailing:
127 Racine Drive Suite 201
Wilmington, INC 28403-8834
Principal Office:
127 Racine Drive Suite 201
Wilmington, INC 28403-8834
Reg Office:
200 Arlington Blvd, Ste A
Greenville, NC 27858-5020
Reg Mailing:
200 Arlington Blvd, Ste A
Greenville, NC 27858-5020
Company Officials
All LLCs are managed by their managers pursuant to N.C.G.S. 57D-3-20.
Manager:
Cheryl Blanton
127 Racine Drive
Wilmington INC 28403
Manager:
Edward H. Clark
127 Racine Drive
Wilmington NC 28403
Manager:
William H. Clark
200 E. Arlington Blvd. Ste. A
Greenville NC 27858
Manager:
Daniel Koch
200 E. Arlington Blv, Ste A
Greenville INC 27858
Manager:
Kathryn D. Smith
200 E. Arlington Blvd, Ste A
Greenville NC 27858
https://www.sosnc.gov/Search/profcorp/4827491 6/6/2016

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Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, April 27, 2016 4:12 PM
To: 'Landon Weaver
Subject: Village at Mariners Pointe; Stormwater Permit SW8 021215
The Wilmington Regional Office of the Division of Energy, Mineral, and Land Resources (Stormwater Section)
received the Stormwater Permit Ownership Transfer documents and $40.00 fee on April 26, 2016. The project has
been assigned to Linda Lewis and you will be notified if additional information is needed.
Jo Casmer
Administrative Assistant IV
North Carolina Department of Environmental Quality
Department of Environmental Assistance & Customer Service
910 796-7336 office
910 350-2004 fax
0o.casmerOncdenr.aov
127 Cardinal Drive Extension
Wilmington, NC 28405
�i"Nothtnq Compares,-,
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties_

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Scoff, Georgette
From: Scott, Georgette
Sent: Wednesday, April 20, 2016 10:16 AM
To: 'Landon Weaver'
Cc: Lewis,Linda; Casmer, Jo
Subject: RE: SW8 021215 Village at mariners pointe (formerly Sweet Bay village)
Landon,
In permit SW8 021215, Under Section 11-Schedule of Compliance #11: "Within 30 days of
completion of the project, the permittee must certify in writing that the project's stormwater
controls, and impervious surfaces have been constructed within substantial intent of the approved
plans and specifications. Any deviation from the approved plans must be noted on the
Certification."
Signing the transfer application verifies that you meet the requirements of the transfer and that
the site is in compliance but it does not take the place of a specific permit requirement.
Please send us a letter from the permittee that is notarized outlining the items in my #5 below.
Georgette
From: Landon Weaver [mailto:[e-mail]]
Sent: Wednesday, April 20, 2016 9:53 AM
To: Scott, Georgette <[e-mail]>
Cc: Lewis,Linda <[e-mail]>; Casmer, Jo <[e-mail]>
Subject: Re: SW8 021215 Village at mariners pointe (formerly Sweet Bay village)
Georgette
I left you a message the other day, could you call me when you get a chance I should be available
any time after 11 today.
Thanks
Sent from my iPhone
On Apr 15, 2016, at 4:14 PM, Scott, Georgette <[e-mail]> wrote:
Landon,
I thought I might have missed something based on your statement below so I reviewed
your application and the file again. There is no current owners cert with your
application or in the file.
Georgette
From: Landon Weaver[mailto:[e-mail]]
Sent: Friday, April 15, 2016 4:01 PM
To: Scott, Georgette <[e-mail]>
Cc: Lewis,Linda <[e-mail]>; Casmer, Jo <[e-mail]>
Subject: RE: SW8 021215 Village at mariners pointe (formerly Sweet Bay village)

Scott, Georgette
From: Scott, Georgette
Sent: Friday, April 15, 2016 4:15 PM
To: 'Landon Weaver'
Cc: Lewis,Linda; Casmer, Jo
Subject: RE: SW8 021215 Village at mariners pointe (formerly Sweet Bay village)
Landon,
I thought I might have missed something based on your statement below so I reviewed your
application and the file again. There is no current owners cert with your application or in the file.
Georgette
From: Landon Weaver [mailto:[e-mail]]
Sent: Friday, April 15, 2016 4:01 PM
To: Scott, Georgette <[e-mail]>
Cc: Lewis,Linda <[e-mail]>; Casmer, Jo <[e-mail]>
Subject: RE: SW8 021215 Village at mariners pointe (formerly Sweet Bay village)
I will get you the $40 under protest. I thought that on the permit transfer request that we submitted had the current
owners certification is this not sufficient?
Landon Weaver
Land Development Manager
Work Cell: 252-814-1481
➢NII lade Homes
From: Scott, Georgette [mailto:aeoroette.scott(@ncdenr.gov]
Sent: Friday, April 15, 2016 3:44 PM
To: Landon Weaver
Cc: Lewis,Linda; Casmer, Jo
Subject: RE: SW8 021215 Village at mariners pointe (formerly Sweet Bay village)
Landon,
The stormwater rules require the $40.00 fee. This fee pays for state personnel who issue permits
and the time they put in trying to help permittees correct issues with permits. I have read through
the permit information and understand the situation that the seller of the property put you in
however the state can not waive permit fees for legal issues between developers.
The information you have sent appears to cover items 2, 3 and 4 below. The file I clicked on for
the certification did not bring up any kind of document. Therefore, I still need the original
signature -written certification and the $40.00 before I can accept this application.
Georgette
From: Landon Weaver [mailto:[e-mail]]
Sent: Friday, April 15, 2016 1:33 PM
To: Scott, Georgette <[e-mail]>
Cc: Lewis,Linda <[e-mail]>; Casmer, Jo <[e-mail]>
Subject: RE: SW8 021215 Village at mariners pointe (formerly Sweet Bay village)

Georgette,
Please see attached all the information that should cover your needs. Regarding the $40 fee, I would hope that you could
wave this due to the continued assertion that we don't even feel that we should be responsible for this permit to start with,
due to Bill Clark Homes not being the developer and the continued lobby to get this out of our hands. We should not be
financially responsible and would appreciate you working with us. Linda has a bit of background on this if you would like
to speak with her.
Thanks
Landon
Landon Weaver
Land Development Manager
Work Cell: 252-814-1481
Bill Clint I lomcN,
From: Scott, Georgette[mailto:georgette.scott(a)ncdenr.00v]
Sent: Tuesday, April 12, 2016 12:32 PM
To: Landon Weaver (Iweaver(ftillclarkhomes.com)
Cc: Lewis,Linda; Casmer, Jo
Subject: SW8 021215 Village at mariners pointe (formerly Sweet Bay village)
Landon,
Before accepting this transfer application I need some additional information.
1. This is a second transfer therefore there is a $40.00 charge. So I will need a check from Bill
Clark Homes.
2. To transfer under this law we will need verification that at least 50% of the lots have been
sold to other than the developer and declarant. This means that you need to show, not only
the lots that were owned originally and sold by Bill Clark, but also the lots owned and sold
by Mr. Chappell since his 44 lots were covered under this permit. So that means 50% or
more of the total lots covered by the permit must be owned by individuals. This info can be
gathered from public records (tax or sale or deed records). Please provide lot
number/address and individual names.
3. You need to show me that the HOA that you want to transfer this permit to is a viable and
legal entity . Provide current Secretary of State information showing that the HOA is active
and in good standing with SOS.
4. If Heath Clark is the president please provide information showing that he was elected by
the HOA board and/or majority of the lot owners as president. Meeting minutes or other
documents showing a vote etc can be used.
We will also need a notarized written statement from the current permittee that the
subdivision has met all permit requirements which includes: 1. Built SW system matches
approved original or modified plans; 2. All BUA is correct and matches permit allocation
(please provide documentation such as tax records showing square footage, as -built lot
surveys or approved lot plans, scaled google images etc) and; 3. System has been properly
operated and maintained per permit requirements.
We do have the recorded covenants you sent with the package.
Please let me know when I can expect to receive these materials.
Thank you
Georgette Scott

Scot, Georgette
From:
Scott, Georgette
Sent:
Tuesday, April 12, 2016 12,32 PM
To:
Landon Weaver ([e-mail])
Cc:
Lewis,Linda; Casmer, Jo [e-mail])
Subject:
SW8 021215 Village at mariners pointe (formerly Sweet Bay village)
Landon,
Before accepting this transfer application I need some additional information.
1. This is a second transfer therefore there is a $40.00 charge. So I will need a check from Bill
Clark Homes.
2. To transfer under this law we will need verification that at least 50% of the tots have been
sold to other than the developer and declarant. This means that you need to show, not only
the lots that were owned originally and sold by Bill Clark, but also the lots owned and sold
by Mr. Chappell since his 44 lots were covered under this permit. So that means 50% or
more of the total lots covered by the permit must be owned by individuals. This info can be
gathered from public records (tax or sale or deed records). Please provide lot
number/address and individual names.
3. You need to show me that the HOA that you want to transfer this permit to is a viable and
legal entity . Provide current Secretary of State information showing that the HOA is active
and in good standing with SOS.
4. If Heath Clark is the president please provide information showing that he was elected by
the HOA board and/or majority of the lot owners as president. Meeting minutes or other
documents showing a vote etc can be used.
5. We will also need a notarized written statement from the current permittee that the
subdivision has met all permit requirements which includes: 1. Built SW system matches
approved original or modified plans; 2. All BUA is correct and matches permit allocation
(please provide documentation such as tax records showing square footage, as -built lot
surveys or approved lot plans, scaled google images etc) and; 3. System has been properly
operated and maintained per permit requirements.
We do have the recorded covenants you sent with the package.
Please let me know when I can expect to receive these materials.
Thank you
Georgette Scott
State Stormwater Program Supervisor
Department of Environmental Quality
Office [phone]
Fax [phone]
Georgette. Scott(a7ncden r.gov
127 Cardinal Drive Ext.
Wilmington, NC 28405
Nothing Compares. ,._

Bf Uadi Homes OFFICE:
(91 ) 350-m
OFFICE: [phone] FAX: [phone]
0uil� —qam+ 6�;70iiewo 127 Racine Dr., Suite 201, Wilmington, NC 28403
April 20, 2016
Ms. Georgette Scott
State of North Carolina
Department of Environmental and Natural Resources
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Dear Ms. Scott -
This letter is in regard to my request to transfer the State Stormwater Permit # SW8
021215 for Village at Mariners Pointe from Bill Clark Homes of Wilmington, LLC to the
Village at Mariners Pointe Community Association, Inc.
Per the Stormwater Permit Schedule of Compliance, item # 11, I hereby certify for the
property that was under our control, to the best of my knowledge, that the project's
stormwater controls, and impervious surfaces have been constructed within substantial
intent of the approved plan and specifications.
I hope this completes the requirements for transfer of the permit and it will be transferred
posthaste. If you have any further questions, feel free to contact me at [phone].
Sincerely,
a ( 60
Edward H. Clark
Division Manager
'cEIV
APR 2 6 201E
BY:

Bill Clark Ilom�s
Landon Weaver
Land Development Manager
[e-mail]
200 East Arlington Blvd., Suite A
Greenville, NC 27858
Office [phone]
Fax [phone]
Mobile [phone]
www. Bi llClarkHomes.com

4/13/2016
Corporations Division
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Corporate Names
North Carolina
Elaine F. Marshal! DEPARTMENTOF THE
Secretary ECRETA.RY or S ATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Legal: THE VILLAGE AT MARINERS POINTE COMMUNITY ASSOCIATION, INC.
Non -Profit Corporation Information
Sosld:
0826491
Status:
Current -Active
Annual Report Status:
Not Applicable
Citizenship:
Domestic
Date Formed:
2/7/2006
State of Incorporation:
NC
Registered Agent:
Sweyer, Dave, Jr
Corporate Addresses
Reg Office:
1630 Military Cutoff Road, Suite 100
Wilmington, NC 28403
Reg Mailing:
1630 Military Cutoff Road, Suite 100
Wilmington, NC 28403
Mailing:
430 Eastwood Road, Suite 100
Wilmington, NC 28403
Principal Office:
430 Eastwood Road, Suite 100
Wilmington, NC 28403
Account
Login
Register
https: /www.secretary.state.ne.us/Searc[Vprokorp7912825 1/1

Project Name:
Project Location:
Received Date:
Accepted Date: A or 2L wt�
Rule(s) 2008 Coastal El1995 Coastal ®Phase II (WiRO.) uUniversal 1988 Coastal
Type of Permit: New or Mod or PR Existing Permit # (Mod or PR): MPE Cert on File?
Density: HD or LD Type: Commercial or Residential F]NCG:
%: _�(% OQ Stream Class: �SA Map Offsite to SW8
Paperwork
(1 original per BMP)
Emailed Engineer on:
BMP Type(s):
Ma
with correct/original signatures (1 original per BMP except LS/VFS and swoles)
ication with correct/original signatures
[.'4C,6rp or LLC: Sig. Auth. per SoS or letter
(within 62) Yo. OV
Soils Report with SHWT
®Calculations (signed/sealed) Sd't
®Deed
®Email Address
mail Address
pt
Design Engin
V�
Owner
Note to Reviewer:
No obvious errors
Density includes common areas, etc
d Restrictions, if subdivided: /�wroy
Signed & Notarized
Plans
2 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
®Grading Wetlands: Delineated or No Wetlands
®Vicinity Map ®Layout (proposed BUA dimensions)
Legend ElDA Maps 11Project Boundaries
Infiltration Wet Pond Offsite
Soils Report Soils Report ®PE Cert for Master Lot #:
SHWT: SHWT: ®Deed Rest for Master ®Lot # Matches Master
Bottom: PP: BUA Permitted (Master): sf
Visited: BUA Proposed (Offsite): sf
Additional Information:
Permitted Pr000sed:. Pr000sed: Proposed:
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA (sf) '

Lewis,Linda
From: Heath Clark <[e-mail]>
To: Lewis,Linda
Sent: Thursday, January 23, 2014 2:25 PM
Subject: Read: The Village at Mariner's Pointe and The Cottages at Mariner's Pointe
Your message
To:
Subject: Read: The Village at Mariner's Pointe and The Cottages at Mariner's Pointe
Sent: Thursday, January 23, 2014 2:24:50 PM (UTC-05:00) Eastern Time (US & Canada)
was read on Thursday, January 23, 2014 2:24:30 PM (UTC-05:00) Eastern Time (US & Canada).

Lewis,Linda
From: Lewis,Linda
Sent: Tuesday, January 21, 2014 12:14 PM
To: [e-mail];'Landon Weaver'
Subject: FW: Mariner's Pointe and The Cottages at Mariner's Pointe
Email with corrected project name referenced (see red text inserted below).
Linda
From: Lewis,Linda
Sent: Tuesday, January 21, 2014 9:57 AM
To: heath.clark(albillclarkhomes.com; 'Landon Weaver'
Subject: Village at Mariner's Pointe and The Cottages at Mariner's Pointe
Mr. Clark and Mr. Weaver:
I just wanted to let you know that I'm reviewing a permit application from Carter -Chappell, LLC for their portion of the
Village at Mariners Pointe project, called The Cottages at Mariner's Pointe. The ramifications to you are that once this
permit is issued, the Village at Mariners Pointe permit you currently hold will need to be modified to reduce the number
of lots covered by your permit due to the and the appF13yed plans will need to be changed to shew the deletion of The
Cottages at Mariner's Pointe project area.
I'll take care of that at no cost to you, but I do need for you to fill out, sign and submit the one -page Plan Revision
application form. I'll use your correspondence as the "narrative= I'll use the recorded plats as the approved plan. +41
peranit. These 2 permits will continue to be linked to each other, because the amount of BUA assigned for the overall
project will now be divided up between the projects. The Cottages just happens to have a slightly higher density than
the Village at Mariner's Pointe, but together, the maximum allowed density has not been exceeded.
The 10.23 acre project area associated with The Cottages at Mariner's Pointe is too small to stand alone for density,
while the Village at Mariners' Pointe is under the maximum allowed limit. The BUA assigned to the 10.23 acre Cottages
is dependent on the Village at Mariners Pointe individual project area remaining at its currently permitted density level.
There will be no opportunity for the Village at Mariners Pointe to add BUA without causing the entire Village at Mariners
Pointe project and The Cottages at Mariner's Pointe to become a high density project.
Because the individual density of the Village at Mariner's Pointe is lower than the maximum allowed, the Cottages could
propose to add BUA beyond what is permitted for them and become a high density project, without affecting the
density of the Village at Mariners Pointe. If that happens, then you can apply to modify the Village at Mariner's Pointe
permit to add BUA to reach the maximum allowed density within the individual Village at Mariner's Pointe project
area.
Linda
Linda Lewis
Environmental Engineer III
Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
Main Office - 910-796-7215
Direct Line - 910-796-7343

Ar- �lx O21Z12
' NC®ENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM
Director
November 14, 2013
Mr. Robert H. Chappell, Manager
Carter Chappell, LLC
PO Box 431
Wrightsville Beach, NC 28480
Pat McCrory, Governor
John E. Skvarla, III, Secretary
Subject: Request for State Stormwater Management Permit Application
Carter Chappell Lots at The Village at Mariners Pointe
Stormwater Project No. SW8 not assigned
Brunswick County
Dear Mr. Chappell:
On April 23, 2012, the Wilmington Regional Office received notification that you received a letter
from Landon Weaver of Bill Clark Homes, LLC, requesting that Carter Chappell, LLC (Chappell)
take over the stormwater permit for The Village at Mariners Pointe, formerly Sweetbay Village,
SW8 021215. We understand that you have not responded to their transfer request. The
Division would like to offer the following information for your reconsideration of this permit
transfer.
In April 2006, as part of the sale of 92 lots to Bill Clark Homes of Wilmington, LLC (BCH), Mr.
Fred Hathaway transferred stormwater permit SWS 021215, for a 136 lot subdivision known as
Sweetbay Village, to Bill Clark Homes of Wilmington, LLC. Bill Clark Homes subsequently
modified the permit to account for the addition of a connector road between their adjoining
development, Mariners Pointe Subdivision (permit #SW8 941206) and eliminated 3 of the lots in
the newly connected subdivisions.
On November 12, 2008, Mr. Fred Hathaway and Sweetbay Village, LLC, assigned its
developer's rights for Sweetbay Village to Mr. Carter Chappell, Carter Chappell, LLC, (Chappell)
along with the remaining 44 lots in Sweetbay Village, now referred to as the Village at Mariners
Pointe. By assigning the developer rights to Mr. Chappell, Mr. Hathaway has placed BCH in a
precarious and difficult situation. The problem for BCH lies in the fact that the 44 lots owned by
Mr. Chappell are currently subject to the requirements of Stormwater Permit Number SW8
021215, which is owned by BCH. As part of the compliance with that permit, the Division
expects BCH to ensure that Mr. Chappell is developing those 44 lots in accordance with the
permit, i.e., the lots are made subject to the deed restrictions and comply with the BUA limits of
the permit. Please note that BCH is obligated by this permit to disapprove any lot plans
Chappell proposes that do not comply with the permit limits, and to notify Chappell of any permit
compliance issues.
Again, BCH does not own the 44 Chappell lots, but BCH holds the stormwater permit that
governs their development. Chappell owns those 44 lots, but does not hold a stormwater permit
to develop them. Unless Chappell chooses to obtain their own permit for the 44 lots they
currently own in the Village at Mariners Pointe, Chappell must abide by the requirements of the
existing SW8 021215 stormwater permit owned by BCH. Failure of Chappell to abide by the
SW8 021215 permit is grounds for enforcement action. The Division is a third party beneficiary
of the covenants and restrictions and per Section 02H.1003 (h)(4), any person or entity who fails
to comply with the permit or with the stormwater rules is subject to enforcement procedures set
forth in NCGS 143, Article 21.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: [phone]

Mr. Chappell
November 14, 2013
Page 2 of 2
In order for Carter Chappell, LLC to meet the permit development requirements for the 44 lots in
the Village at Mariners Point the following options are available:
1. Accept the permit transfer from BCH for permit SW8 021215;
Request that a separate permit be written for the 44 lots owned / developed by
Carter Chappell, LLC. If this option is chosen the project area and BUA assigned to
the 44 lots will be the same as is currently provided for in the SW8 021215 permit.
Chappell would not be allowed to recalculate the maximum BUA per lot based on
their individual project area. However, this new permit will make Chappell
responsible only for the streets (as holder of the developer's rights) and the 44 lots
that they own. The SW8 021215 permit will be modified to make BCH only
responsible for compliance on the lots they developed and own until all permits can
be transferred to the HOA.
3.. Do not accept the permit transfer. The 44 Chappell lots are already subject to the
requirements of SW8 021215 as managed by BCH, and you are obligated to follow
and comply with those permit requirements.
Upon meeting the requirements of Session Law 2011-256 (an Act to transfer a compliant
stormwater permit from the declarant to the owners association), the permit can then be
transferred to the HOA. If there are two permits for the site, they can both be transferred once
they meet the Session Law, and then consolidated into one permit during the transfer or at a
later date by the HOA.
If you have chosen option 2 above please submit a Stormwater Permit Application Package
for. the 44 lots Chappell is developing, including 2 sets of plans (or recorded plats), road and
Swale construction details, a completed SWU-101 application form, a completed low density
supplement form, a $505.00 fee, and supporting documentation, to this Office no later than
December 14, 2013. If you have chosen option 1 or 3 please let us know in written
correspondence to this office. Failure to respond to this request may result in the initiation of
enforcement action, and construction may experience a subsequent delay.
Upon receipt of a permit application, a new project / permit number will be assigned for the 44
Chappell lots. If you have any questions, please email me at linda.lewis(a)ncdenr.gov or call me
at (910)-796-7343.
Sincerely,
Linda Lewis
Environmental Engineer III
GDS/arl: G:\WQ\Shared\Stonnwater\Permits & Projects\2002\021215 LM201311 req_swapp 021215
M. Robert H. Chappell, Jr., Registered Agent
Landon Weaver, Bill Clark Homes of Wilmington, LLC
Brunswick County Building Inspections
Robert Balland, P.E., WK Dickson
Wilmington Regional Office Stormwater File

North Carolina Secretary of State
Page 1 of 1
Acco
North Carolina
Elaine Marshall DEPARTMENT OFTRE
Secretary SECRETARY of STATE
PO Box 29622 Raleigh. NC 276264= W9I1307-MO
Date: 11 /14/2013
Click here to:
View Document Filings i File an Annual Report i
J Print a Pre -populated Annual Report Fillable PDF Form i Amend A Previous Annual Report i
Corporation Names
Name Name Type
NC CARTER CHAPPELL, LLC LEGAL
Limited Liability Company Information
SOSID:
0906329
Status:
Current -Active
Effective Date:
3/29/2007
Citizenship:
DOMESTIC
State of Inc.:
NC
Duration:
PERPETUAL
Annual Report Status:
ADM REVIEW
Registered Agent
Agent Name: CHAPPELL, ROBERT HAROLD, JR.
Office Address: 1119 A MILTARY CUTOFF ROAD
WILMINGTON NC 28405
Mailing Address: 1119 A MILTARY CUTOFF ROAD
WILMINGTON NC 28405
Principal Office
Office Address: 1119 A MILTARY CUTOFF ROAD
WILMINGTON NC 28405
Mailing Address: 1119 A MILTARY CUTOFF ROAD
WILMINGTON NC 28405
Officers
Title:
Name:
Business Address:
Title:
Name:
Business Address:
MANAGER
ROBERT HAROLD CHAPPELL MR.
P. 0. BOX 431
WRIGHTSVILLE BEACH NC 28480
MANAGER
WILLIAM B. JONES MR.
P. 0. BOX 994
HAMPSTEAD NC 28443
This website is provided to the public as a part of the Secretary of State Knowledge Base (SOSKB) system. Version:
1981
http://www.secretary.state.nc.us/corporations/Corp.aspx?Pitemld=8178868 11/14/2013

Lewis,Linda
From: Scott, Georgette
Sent: Wednesday, October 30, 2013 3:54 PM
To: Lewis,Linda
Subject: FW: Village at Mariners Pt
Attachments: Robert Harold Chappell.doc; return receipt to letter for Chappell.TIF; Village at Mariners
Pt; Village at Mariners Pt Storm Water Permit
Importance: High
Apparently bill clark homes tried to get Mr. Chappell to take the permit because he has the developer rights but
no permit.
So we need to send a letter to Mr. Chappell and give the following options:
1. Take the original permit so you can develop your lots OR
2. Get your own permit OR
3. Both Mr. Chappell and Bill Clark on permit until it can be transferred to the HOA.
Georgette
From: Landon Weaver [mailto:lweaver(cbbillclarkhomes.coml
Sent: Monday, October 28, 2013 9:17 AM
To: Scott, Georgette
Cc: 'Cheryl Blanton'
Subject: FW: Village at Mariners Pt
Georgette,
Attached you will see the information that I sent to Robert Chappell, we are not the developer or the major owner of the
property in this project and need this out of our name. I have not received any contact from Carter Chappell, LLC. Please
let me know if you are going to transfer this permit for us and get us off of the permit as we spoke about Friday. Let me
know if you have any questions or need any further information. You can see below for what Chappell owns.
Thanks,
Landon Weaver
Bill Clark Homes
252-814-1481
From: Cheryl Blanton [mailto:cherylCalbillclarkhomes.coml
Sent: Monday, October 28, 2013 8:53 AM
To: 'Landon Weaver'
Subject: Village at Mariners Pt
Landon -
Carter Chappell, LLC owns 44 lots, a parcel of 3.81 acres (which contains the pond) Ft a parcel of 13.11 acres behind
the last section.
Thanks -Cheryl
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Lewis,Linda
From: Lewis,Linda
Sent: Friday, June 22, 2012 5:44 PM
To: Scott, Georgette
Subject: RE: Sweetbay deed restrictions
After doing a bit of research, I think the permit was issued correctly to Bill Clark Homes (BCH).
The initial transfer of 62 lots of the 136 original lots from Sweet Bay Village LLC, (Hathaway) to BCH happened
in 2006. The modified permit reduced the number of lots to 133. Subsequent property transfers of 25 more lots
occurred to BCH leaving only 46 of the 133 permitted lots for Hathaway in Sweetbay Village. The last transfer
happened in 2007.
In 2008,Sweet Bay Village, LLC, i.e., Fred Hathaway, assigned it's declarant's rights for the remaining 46 lots,
to Carter Chappell, LLC. Our position is that since Hathaway transferred his permit which covered all 133 lots
to BCH, instead of modifying it, Chappell cannot develop those lots because they do not hold a permit for those
lots.
I think it may be best to let Chappell know of our position and require Chappell to apply for a new permit
instead of taking over the BCH permit. We should modify the BCH permit to apply only to the 87 lots that BCH
actually obtained from Hathaway, and then each permittee can deal with the HOA to take over their permits.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Scott, Georgette
Sent: Friday, June 22, 2012 1:01 PM
To: Lewis,Linda
Subject: RE: Sweetbay deed restrictions
Linda,
What is the situation here?
Georgette Scot(
S(orniwater Program Supervisor
S(ate Stornnvater Progrun
NC Division of Water Quality
127 Cardinal Drive Ex(.
Wilmington, NC 28405
Phone [phone]
Fax [phone]
F}mail correspondence to and Gom lids address ne,y be subject to the Nonh Cardin Public Records law and mxy be disclosed to third panics.

From: Lewis,Linda
Sent: Friday, June 22, 2012 10:39 AM
To: Landon Weaver
Cc: Cox, David; Scott, Georgette
Subject: RE: Sweetbay deed restrictions
Landon:
I saw that letter in the file. In this case because the subdivision was not made subject to Chapter 47F (the
Planned Community Act) David could not accept the transfer request because the form had not been signed by
Mr. Chappell. You are going to have to appeal to his sense of right and wrong and make your case to him that
he should be the permittee of record.
The file also contained various documents indicating that Bill Clark Homes was aware that the permit would be
transferred. In retrospect, it would have been better if you had convinced Mr. Hathaway to sign the
modification. Then, if. you needed to reconfigure the lots or reallocate the BUA on the lots you purchased, as
the co -declarant, you could have applied for your own permit.
I sympathize with your situation. We issued this permit in good faith, based on the signed application. Without
Mr. Chappell's cooperation, there's not much we can do.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Landon Weaver [mailto:lweaver(albillclarkhomes.coml
Sent: Friday, June 22, 2012 9:40 AM
To: 'Heath Clark'; 'Cheryl Blanton'; Lewis,Linda
Subject: RE: Sweetbay deed restrictions
Linda,
Attached are items pertinent to our transfer of the permit. We have never had anything to do with the property from a
development stand point. Please read the letter that was received by Harold Chappell and David Cox shown by certified
mail above. Let me know if you have any questions.
Landon Weaver
Bill Clark Homes
252-814-1481
From: Heath Clark [mailto:heath(albillclarkhomes.com]
Sent: Wednesday, June 20, 2012 3:23 PM
To: 'Cheryl Blanton'; Iweaver(abbillclarkhomes.com
Subject: Sweetbay deed restrictions
Cheryl send Linda Lewis the deed restrictions of Village @ MP. Landon send a letter to Linda stating the scenario that
transpired with the storm mod.

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IMH
Bair( n'r me 7"raifion
Robert Harold Chappell
Carter Chappell, LLC
PO Box 431
Wrightsville Beach, NC 28480
REC'D A PR 19 2012
Re: Stormwater Permit Ownership Change @ Village at Mariner's Pointe
SW8021215
Mr. Chappell
This correspondence is to provide you with a form provided by NCDENR in order to
transfer the stormwater permit from Bill Clark Homes of Wilmington, LLC to Carter
Chappell, LLC. Bill Clark Homes of Wilmington was not the developer/property owner
of any portion of the Village at Mariner's Pointe. We helped provide access and
stormwater services to Sweetbay Village, LLC. Due to the recent opportunity for me to
transfer our stormwater permit to our HOA in the adjoining property; I have come across
the permit attached along with the attached Assignment and Assumption of Developer's
Rights. The assignment that is recorded in Book 2857 Page 0299 in Brunswick County
indicates that your company has assumed Developer Rights that in turn obligates your
company to all operating permits. I have been directed by David Cox of NCDENR to
provide you with this transfer as confirmed by his copy on this correspondence. You can
submit this information directly to NCDENR or me after your execution.
Best regards,
Landon Weaver
Bill Clark Homes of Wilmington, LLC
127 Racine Drive
Wilmington, NC 28403
Cc: David Cox; NCDENR
Cc: Edward H. Clark; Bill Clark Homes of Wilmington, LLC
ECEIVE
APR 19 2012
BY•

Sig,.-__�.�_.._ __
r
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L.1? i 1 :.r '

C200634500641
Date Filed: 12/13/2006 10:43:00 AM
Elaine F. Marshall
North Carolina Secretary of State
C200634500641
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
INFORMATION CURRENTLY ON 17ILE
The name of the entity is: The Village at Mariners Pointe Community Association, Inc.
Entity Type: ❑Corporation, ❑Foreign Corporation, QNonprofit Corporation, ❑Foreign Nonprofit Corporation,
❑L.imned Liability Company, ❑Foreign Limited Liability Company ❑Limited Partnership, ❑Foreign Limited Partnership,
❑Limited Liability Partnership, ❑Foreign Limited Liability Partnership
The street address and county of the entity's registered office currently on file is:
Number and Street 430 Eastwood Road, Suite 100
City, State, Zip Code: Wilmington, NC 28403
County: New Hanover
The mailing address if different from the street address of the registered office currentbl on file is:
The name of the current registered agent is: Eduard H. Clark
1. The street address and county of the
NEW INFORMATION
:gistere�ice of the entity is:
§e"registered.'ofce is being changed)
and Street: 1630 Military Cutoff Road, Suite 108
State, Zip Code: Wilmington, NC 28403
County: New Hanover
2. The mailing address"if different from:the street address of the new registered office is:
(complete this item only if the address of the registered office is being changed)
3. The name of the new registered agent and the new agent's consent to appointment
(complete this item only if the name of the registered agent is being chgugnl�,\
Dave Sweyer, Jr.
Type or Print Name of New Agent
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be of ctive upon filing, unless a date and/or time is specified: _
This is the day o _ t,j , 2Q The Village
a�tt Manners Pointe Community Association, Inc.
Signature �
Type or Print Name and 'Title
Notes: Filing fee is S5.00. This document must be filed with the Secretary of State.
Instead of signing here, the new registered agent may sign a separate written consent to the appointment, which must be attached to this statement.
CORPORATIONS DIVISION P. 0. BOX 29622 RALEIGH, NC 27626-0622
Revised January 2002 Form BE-06