SW8940820_APPROVED PLANS_20060206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q14 0 &2 0
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
200�j o2wp
YYYYMMDD

1
WILLIAMSBURG PLACE at NORTH CHASE
PRELIMINARY PLAN
PREPARED FOR GATEWAY DEVELOPMENT, INC.
AUGUST 1994
LOCATED IN / J
HARNETT TOWNSHIP
NEW HANOVER COUNTY
NORTH CAROLINA
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S 7378'58'V 17E73
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LOCH TION MAP
-`NOT TO
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DUPLEX BUILDINGS - 15
( 30 DWELLING UNITS )
TRIPLEX BUILDINGS - 10
( 30 DWELLING UNITS )
60 DWELLING UNITS TOTAL
EXISTING TREE LEGEND: A NOTE:
OAK ® 6 130 PARKING SPACES PROVIDED
�g MAPLE
PINE
I J' E lJ LE- I U LS D
SEP 0 R 1994
DEm
PROJ # LLA) `�4o8ZU
NO7ES:
1. Tree survey performed in May of 1994. Boundary and topographic
information for purposes of this Preliminary Site Plan taken
from others and not held verified.
2. This map is not for conveyance, recordation, or sales.
J. This property is not located within a special flood hazard
area according to Flood Insurance Rate Map Community Panel
#370168-0040D, effective date April 15, 1986.
4. Overall site area = 6.640 acres.
5. Building layout and dimensions by J. Clark Hipp, Architect.
6. This property is zoned New Hanover County PD. Building
setbacks are as follows:
25' from Public Right —of —Way
50' from State Right —of —Way
7. Minimum distance between buildings is 20'.
8. 60 dwelling units proposed, or 9 units per acre. 730
offstreet parking spaces are proposed.
PRELIMINARY PLAN
NOT FOR RECORDATION OR CONVEYANCE
TIMM t I 30 15 0 30
SCALE IN FEET
_ SCALE: 1 " = 30'
4
f ., ���ununra
CA,&
�. .j S 73.28'16'W 37728 HANOVER DESIGN SERVICES P.A.
$'4 SEAL l 9 c LAND SURVEYORS & LAND PLANNERS
0' SETBACK FROM P.D. EXISTING TREELINE 20007
WE COTTON EXCHANGE
G
'',rrrrOLL�Lgi�n O%�,``` 321 N GTOORTN FRONT 2840E STREET
MI-MIPHONE: [phone]
DRAWING No. 2940C-94D1-1

LOCA TION MAP
WILLIAMSBURG PLACE at NORTHCHASE A�' EXISTING TREE LEGEND: NDTTosLUE �o
G
EROSION AND SEDIMENT CONTROL PLAN INV•26.2 _-_-._._-.------ O� �� OAK c ��
z �P
OP -- - 5Y1fH9409Z0 MAPLE
PREPARED FOR GATEWAY DEVELOPMENT, INC. FOR OUTLET --
AUGUST 1994 PROTECTION 111- ---. - �-- 20 PA`IEWNT PINE
LOCATED IN SEE DETAIL
THIS SHEET
HARNETT TOWNSHIP CE �_ -"
NEW NANOVER COUNTY _ N lB,s2 DA Q / BGDG 1-1/2• I -TYPE ��
NORTH CAROL I NA �, ; z5 RCP 3aoo ASP""' T o. s'
r l 60 LF 8$ / 8' Srow •�� ° 3 +pER FOOT
�, g.O � D� S 73'18'38'V I72.73
BASE COERSE
NOTES /`� �. O6!'\ t,t� TYPICAL LOCATION
1. Tree survey Ab•�•�. VATERLINE
performed In May of 1994. Boundary and topographic / 9s „�--,�, ; 5' FROM CETBERLI E TYPICAL LOCATION NOTE:
Information for purposes of this Erosion and Sediment Control Plan token �.' / --'�^ 6.9 /' 'i, '� `. / ( 10- SEPARA TION FROM S S % �'II)ARYE MER Channel capacity of roadway
from others and not field verified. 52 '\ EV = 3' Ulm COVER Section avement onl
- FIT \ `; FF EL (Io' SEPARATION FROM r.L.) (P s. is 7. 2 cfs.
0 f V = 32.0 4' MIN COVER Maximum 0(10) = 7.0 cfs.
2. This map is not for conveyance, recordation, or sales. /' -'r 1N ,r" +; F ELE
`` 32 0 1 2 Channel capacity of roadway
3. This property is not located within a special flood hazard
P fi ` section ( pavement and yard to buildings)
area according to Flood Insurance Rate Map Community Panel /` �. �� ',,; 2 AH SF O is 62. 0 cfs.
1370168-0040D, effective date April 15 1986. `t TYPICAL PAVEMENT SECTION
tvY 0(100 = 10.8 cfs.
NOT TO SCALE Maximum
,✓' /'� �"/.-'..�1!. .,, 't`^U'�, -'k `, __ 32. O FF ELEV )
4. Overall site area 6.640 acres.
-.r ..._., 42 32. O FF I O
5. Building layout and dimensions by J. Clark Hipp, Architect. ,.r i s5a3 / /` ----...�}��I ~ D ,1 �.'\, ""�,.' , !t t1 I ( POSSI& ELEV% a VO
4't ✓ ' S. ' i i 1 L OC E STO KPILE 32. 0 4F MAX Y(10) = i. 48' X
6. This property is zoned New Hanover County PD. Building / /•"`! \� ` `\^ �� `, , ,, , „ ` { t I ( ATION FQ
r / / > 0 \ \\\�, ,,` , ,t t` , , R PHASE V(10)= 2. 1 fps Y Maximum Channel Quantities:
setbacks are as follows: % % '- �• ``��✓' "`� \`"� \ '`, ' � ti .S � t 3
2 ! ' \ . ' \ - MAX Y(100)= 1.77' DA = 4. 4 acres
15' from Public Right-of-Mby / ,NrjEi' %'•--""'`�. \ \ s 1 ; - 7 j 1.
50' from State Right -of -May / j' •;$"" ✓ G5-'' ,%./'-"'�' \ ~�* \\ \ ` `'' '', \ ti`+ ` '� o. 5,r I I I V(IDO)= 2. 3 fps j MREMA D 1 10 = 6. 0, 1100 = 9. 0
\ GRAo£ ! 1 FIPEEiTOA� ( ) ( I
7. Minimum distance between buildings is 20'. -
/ $F r T 0(10) = 19. 8 c fs, 0(100) = 29. 7 c fs
8. 60 dwelling units proposed, or 9 units per acre. 130 �' ✓-�„`t i, /r / .r!-,.,.r \'\�` ,'02 --�'" .; j'�'�f11 i1 r�. I Y� 3
offstreet parking spaces are proposed. EEV ♦ °�i-) ' ;
Maximum Channel Capacity with
one foot freeboard 39.6 cfs
32. 0 3 r
STORiMWATER CONVEYANCE CHAMVEL
NOT TO SCALE
,•' / r`w - '+ i �� �' EV s 32. 0 `.; ,�. 3a' Y fr`.� �. ti � A /�kj
f4 �O Im I I I
32. O \ it ;( p 51l , j A� vY Q I VA ,e Loe20'
VV 5 Laeto
"11 ` � 1 C'` �' ii.. �ti (p A
k I 5 0 o d50 = 6' STONE 8 0 o d50 a 5' STONE
otnioo° dMAX - g' o�o�o dMAX > 9'
Lo - 10' 11' Lo - 20'
w n nn ,an,
i n,\ O aooao APRON THICKNESS = 1' oaUaG APRON 71iICICNFES$ = 1'
to t ! ff32.0 O t t6' w"
�{ .^
DA III �+ g a W J , w r I 18" RCP 30 "RCP
v / ``' ,r' •` !'`� FF �' s f OUTLET PROTECTION DETAIL OUTLET PROTEC
tiTION DETAIL
g f 2 o ( A I NOT TO SCALE NOT TO SCALE
CONSTRUCTION SCHEDULE -
/ �� p o• ff 6 0 ��� �J
32 �,�
0 � ! I F 3 •� � �i' V :a .1 EV g 1. Obtain approval of Plan and any necessary permits, and hold
EEO 9 fF �13 I a pre -construction conference prior to commencing any work.
32' ._ i 3 �.__ i _ I 2. Fla work limits and stake -out roadwa -�^�1 ! 9 y, primary ditch, and
AO t ; I {i Sediment Basin for preliminary grading.
l
ff32.3 Ivy 1' 41ro A wvr43. Install Gravel Construction Entrance.
A\ A '•,.\\,^ ,-\,� ..--� A� �^ t-' l 4tN I �' v tD n1 I 2 O
124. Install Sediment Basin as shown on Plan `m Prior to clearing
and grubbing site.
5. Construct ditch/Gross-lined Channel and any other sediment
control Practices shown, prior to roug h radio roadways s and
„a° pOo°o°o;o°st o�� '1 N '+ site, stockpiling topsoil necessary, and installing
`A j I 2 u culverts and Outlet Protection. $F
pas. AREA nY a
jOOssteL m W I
ONFSTO ILE �t
� 4 I 6. Install utilities in roadway, establish final rood grades
tr 400
o ATt ! N I and stabilize road with stone base course.
'.`
5X GRADE
( !! � � IL
7. Final grade building sites, install non -municipal utilities
D.
as needed, and vegetatively stabilize areas where housing
construction is not imminent.
`??o<"z ^ e "T - ram" -` 1 v m o • 8. All erosion and sediment control Practices are to be
oF tI r w inspected weekly and after any rainfall, and repaired as
y� \ ~! 1 1� aryl! o A necessary.
9. Upon completion of housing unit construction, the roadway is
F
o. �? <<°a
`� tr
0 l
C' 4 4
�
T i
i
�`t.
M
V �
PLANNED EROSION AND SfDOAEHT CONTROL PRACIM -
CE I. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
Practice 6.06
T
Z LAND GRADING
Practice 6.0
$F J. FENCE
Practice
4. GRASS -LOBO CHANNELS
Practice 6.50
OP a OUTLET STABFLIZA71ON
Pmctke 6.41
6. CONSIRUC71ON ROAD STABI IZA7ION
fit`
Praotke 6.80
$B 7. SEDWENT BASH
Practice 6.61
MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any rainfall
event and needed repairs made immediately.
2. Sediment Basin to be cleaned out when the level of sediment
reaches 2' below riser top. Riser structure to be cleaned if
excess water above design surface no longer drains properly.
3. SedIment to be removed from ditches and Grass -lined Channels
when they are approximately 50% filled or sediment level is
within 2 of top of ditch bank.
Nam:
4. Sediment to be removed from behind the Silt Fence when it
THS PLAN TO BE U77UZED AND
becomes 0.5' deep. Fencing to be repaired as needed to
REVIEWED ONLY IN NARRATIVE,
WIN THE WRITTEN NARRATIVE,
maintain a barrier.
WHCH IS AN INTEGRAL PART OF
THS EROSION AND SEDIMENT
5. All seeded areas shall be fertilized, mulched, and re -seeded
CC47ROL PLAN.
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
L=29. 7
30'RCP
0. 79X
V=8fps
OUTLET
PIPE _-
26 ' 2'--0' 1 -5 PVC W/ GRAVEL
AND FABRIC FILTER 4'x 4'Precost Conc. Box
i 4'_ p"
•-� � i; i-�--'----�j---•-�-�,-, „ POND BOTTOM SECTION VIEW
{7 t).�J ', PLAN VIEW ELEV= 19. 75
�- OUTLET STRUCTURE DETAILS
a 59 GRADE 31 5
?0 ! ! f f 3t S NOT TO SCALE ��Yttn, Ir
r ,
i ---
3 o
T� 52 M l EEVip
,EE 2 l A DRAINAGE REAS• `S.........O
f E 6 OG� PSE DA AREA Tc ' C. I(10) 1(100) Q( 10) Q( 100) _ 'Z:Q4 S dt
f 33• St ? I - 0.5 cc. 5 min. 0.75 7.0 10.0 2.6 cfs 3.7 cfs
r,z Ae� t� nt 6 OR / II - 1.3 cc. 5 min. 0.75 7.0 10.0 6.8 cfs 9.8 cfs 30 15 0 30 • ' % •rp3`
�� ~' ! 23 24' 25 V 6 PQSG8IQ� �+- 111 - 01. 7 cc. 10 min. 0. 75 5. 5 18. 5 7. 0 cfs 5.2 cfs 8 cfs �= F FF ELEV FF ELEV = FF ELEV = EE 0 / p
?8cp 33.3 33.3 f 6 E V - 0.9 cc. 5 min. 0.75 7.0 10.0 4.7 cfs 6.7 cfs SCALE IN FEET q ant `��
Pt �. 33. 3 f 33• a VI - 1.5 cc. 8 min. 0.75 6.0 9.0 6.8 cfs 10.1 cfs
i G�pt of ,� SCALE. • I" = 30'
aP \ D I - SF L,P I ukjiLUAgsgk-RG- PLACE HANOVER DESIGN SERVICES, P.A.
S 73WI6'V 377,28
PRELIMINARY PLAN LAND SURVEYORS & LAND PLANNERS
0' SETBACK FROM P.D. EXIs1T7VG IREEuNE
��p /��/ THE COTTON EXCHANGE
VEGETATIVE PLAN - NOT 1-Vflpp RECORDATION OR CONVEYANCE ANCE 321 NORTH FRONT STREET
WiLMINGTON, N.C. 28401
1. Permanent vegetation to be established in accordance with REVISED: 9-15-94 PHONE: [phone]
"North Carolina Erosion and Sediment Control Planning and REVISED: 9-13-94 DRAWING No. 2940-SCI-94DH
Design Manual", Section 6.11, latest version. REVISED: 9-6-94 REVISED: 9-22-94
3 ELFV \ , I �% to be paved and all areas permanently vegetatively ? O \. A ,�i J o I stabilized. After site stabilization, temporary measures are
Fc to be removed and the Sediment Basin cleaned to its original
3 E0FV = F� h 4 I design contours, if necessary, and riser structures orifa l u u
FF j 1�� o ` opened, so as to function as a stormwater management / we V
Iv. y I:ZE quality retention pond. U� SEP 2 5 1994
.•`°o f._%f. i f�f0 �, h DA OV t ,1 ' A (� w ; \ D m
�1 PROI #s%Ii D9ZO FF 3ti W o 30-RCP
OUTLET GRATE TOP
,....(j` 2 PIPE EL=30. 5 6"
FA1----
. 1, lr I ; 90„ ELBOW DOWN
8 BEL OW WSEL WEIR
AvV 4'-0" 4• EL 29 15
Y \
TF FC h ' ) o o MIN. 4
�e 1l it
w DI 27. 0
m .f 1
11 o
` 2. O
l 32 <Fy u 1 FF ELEV aCUT
\ 6 r 33.8 FF ELEV 1-1/2"PERFORATED EL 25. 0
28 27 33. 6 14 DA IV
'll'=IN
�-II=1IIL�II
I=11=

REVISED EROSION AND SEDIMENT CONTROL PLAN
WILLIAMSBURG PLACE at NORTHICHASE
PREPARED FOR WILLIAMSBURG
PLACE, L.L.C.
OCTOBER 2003
L OCA TED IN
NOW
HARNETT TOWNSHIP
##VMMVM REGM
NEW HANOVER COUNTY
OOM AV MO M
NORTH CAROLINA
NOTES:
1. Tree survey per/armed in May of 1994. Boundary and topographic
information for purposes of this Erosion and Sediment Control Plan taken
from others and not field verified.
2. This mop is not for rnnveyonce, recordation, or sales,
J. This property is not located within a special flood hazard
area according to Flood Insurance Rate Map Community Panel
1370166-0040D, effective date Apra 15, 1986.
4. Overall site area = 6.640 acres.
5. Budd/rlg lomut and dimensions by J. Clark Hpp, Architect.
6. This property is zoned New Hanover County PD. Budding
setbacks are as follows:
25' from Public Right-of-Nby
/
50' born State Right -of -Way
7. Minimum distance between buildings is 20'.
/
8. 60 dwelling units proposed, or 9 units per acre. iJ0
offstreet poking spaces are proposed.
9. 45 dwelling units recorded, 13 dwelling units proposed.
/ O�
G /
OP INV-26.2
00 m
FOR OUTLET
PROTECTION o
SEE DETAIL
Its THIS SHEET
Bey By
m
N
i
26,9
1N� O i
k11 Bg
pg
21.0
fill
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ag
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`�> �2�`�`` PAGE 860k 3
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01 / B 7�F611q
`6
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/ ` O
PLANNED EROSION AND SEDIMENT CONTROL PRAC77CES - .0 ?< L 9
CC
t 1 1, TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SF S
J Practice 6.06
2. LAND GRADING �O
Practice 6.0 / 40
S F J. SEDIMENT FENCE V
Practice 6.62?� L
4. CRASS -LINED CHANNELS O
Practice 5.30 / O'
(7 P 5. OUTLET STABILIZA77ON °/ 38
Practice 6.41
6. cacN ROAD STABILIZATION
Prracticeice 6.86.80
O
S B 7 SEDIMENT BASIN
Practice 6.61
MAINTENANCE PLAN
1. All measures to be inspected weekly and after any rainfall tie V v
event and needed repairs made immediately. sue. o
2. Sediment Basin to be cleaned out when the level of sediment
reaches 2' below riser top. Riser structure to be cleaned if 100
excess water above design surface no longer drains properly. 0 1s
3. Sediment to be removed from ditches and Gross -lined Channels
when they ore approximately 50% filled or sediment level is
within 2' of top of ditch bank.
4. Sediment to be removed from behind the Silt Fence when it
becomes 0.5' deep. Fencing to be repaired as needed to
maintain a barrier.
5. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
UPDATED PLAN IMPERVIOUS AREA:
-
ORIGINAL PLAN IMPERVIOUS AREA:
BUILDINGS AND POOL HOUSE
14 UNITS O 1200 SF (INCLUDING GARAGE)
= 16,800 SF
BUILDINGS AND POOL HOUSE
50 UNITS O 1350 Sr (INCLUDING GARAGE) = 67,500 SF
40 UNITS O 1350 SF (INCLUDING GARAGE)
= 54,000 SF
10 UNITS 2 f300 SF INCLUDING GARAGE) = 1J000 SF
4 UN17S 2 1300 SF INCLUDING GARAGE)
= 5,200 SF
SIDEWALKS ( ASSUME 15' X 3' EACH BLDG) = 2,700 SF
SIDEWALKS ( ASSUME 15' X 3' EACH BLDG) = 2,700 Sf
POOLHOUSE AND CONC. DECK = f,600 SF
POOLHOUSE AND CONC. DECK
= 1,600 Sf
TOTAL - 84,800 SF
TOTAL
= 80,300 SF
USE = 85,000 SF
USE
= 81,000 SF
PARKING AND ROADWAYS
PARKING AND ROADWAYS
70 OFFS7REET SPACES O 9' X 18' = 11,340 SF
70 OFFSTREET SPACES O 9' X 18'
= 11,340 SF
ONSITE ROADWAY (1440 LF O 20') = 28,800 SF
ONSITE ROADWAY (1600 LF O 20')
= 32,000 SF
PARKWAY, SOUTH HALF (865 LF O 11' ) = 9.515 SF
PARKWAY, SOU774 HALF (865 LF O 11' )
= 9, 515 SF
ENTRANCE ROAD (I 10 LF O 30' ) = 3,300 SF
ENTRANCE ROAD (I 10 LF O 30' )
= J300 SF
TOTAL = 52,955 SF
TOTAL
= 56, 155 SF
USE = 53,000 SF
USE
= 56,200 SF
TOTAL IMPERVIOUS AREA = 138,000 SF = J2 ACRES
TOTAL IMPERVIOUS AREA = 137,200 5F =
3.15 ACRES
SF,I caweMrrr
vui AREA
an GRADE
''iFr i �'iiNSi ��O�
' " �Vin• is :iii:•i ��
:i;k
o\
6q A4E1310K 366� EOV
32.
FF ELEV
32•D
ELEV
MAP 80 FF 32.3 `3C7
Ff E�3V `AGf 31�K 35
r?
1 Oe MAP
AGf 36Book 36 O
),X-7 % 4
-3:?.EV ' FF E<E
3zp
y2 1
)2 1 C
<1
sw
� O.SX GRADE
30.7+T
EXISTING TREE LEGEND:
OAK
MAPLE
20' PAVEMENT �-- PINE
"ate
/ BLDG.
1- 112-BLDG.
N I9'V 1- TYPE
30.00 ASPHALT
S 73.18'58'V 172.73
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s
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PAGE 25 k
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FF ELEV
338
338
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u
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SS��PlAPSE 2
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55t0�00 FR
P
20
E�EJ o
24
\F 338
26 FF ELEV = 22 PAP BO FF ELEV - �3.3 E�EJ AGf 2 0
33.3
FF 53 J
EIP
NOTE: S 73'28'16'V 377P8
THIS PLAN TO BE UTILIZED AND 0' SETBACK FROM P.D. EXISTING TREEUNE
REVIEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF VEGETATIVE PLAN -
THIS EROSION AND SEDIMENT
CONTROL PLAN. 1. Permanent vegetation to be established in accordance with
" North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6.11, latest version.
•
As
0.5X
P
i
P
FOOT
6" STONE �
PER
3 O.J
BASE COURSE
TYPICAL LOCATION
WATERLINE
5' FROM CENTERLINE
TYPICAL LOCATION
/
( to' SEPARATION FROM SS)
SANITARY SEWER
J' MIN. COVER
5' FROM CENTERLINE
( to,SEPARATION FROM W,L. )
4' MIN. COVER
THOM
PAW30VT SECT=
NOT TO SCALE
/7r-
MAX Y(10)= 1.48'
V(f0)= 2,1 fps yMAX
Y(100)= 1'
j f V(100)= 2.fps
►I 2 r~
ST"WA TER CANWYANX CNAMPI1l
NOT TO SCALE
LOCA TION MAP
NOT TO SCALE
SF O
.11
P
��aPi n 1i,
NOTE:
Channel capacity of roadway
section ( pavement only ) is 7.2 cfs.
Maximum 0(10) = 70 cfs.
Channel capacity of roadway
section ( pavement and yard to buildings )
is 62.0 cfs.
Maximum Q(100) = 10.8 cfs.
J.
Maximum Channel Quantities:
DA = 4.4 acres
MINIMUM f'
FREEBOARD 1(10) = 6.0, l(f 00) = 9.0
C = 0.75
000) = 19.8 cfs, 0(100) = 29.7 cfs
Maximum Channel Capacity with
one foot freeboord = 39.6 cis
to-20'
1
„o d50 = 6' STONE nano d50 = 6' STONE
'aUouo dMAX - 9" "u"u" dMAX - 9'
o,°,o�o� 6' to - 10' o,o�01,
it, Lo = 20'
, ,> „ ,
O o a n APRON THICKNESS = 1' a n o APRON THICKNESS I'
18" uo°o 1 30" aauo
18" RCP T 30"RCP 1
OUTLET PROTECTMV DETAIL OUTLET PROTECTILNI DETAIL
NOT TO SCALE NOT TO SCALE
^1
CONSTRUCTION SCHEDULE -
1.
Obtain approval of Plan and any necessary permits, and hold
o pre -construction conference prior to commencing any work.
2.
Flag work limits and stake -out roadway, primary ditch, and
Sediment Basin for preliminary grading.
3.
Install Grovel Construction Entrance.
2
a
4.
Install Sediment Basin as shown on Plan prior to clearing
u ib
and grubbing site.
O !
5.
Construct ditch/ Gross -lined Channel and any other sediment
control Practices shown, prior to rough grading roadways and
w
site, stockpiling topsoil as necessary, and installing
`^
culverts and Outlet Protection.
6.
Install utilities in roadway, establish final road grades
and stabilize road with stone base course.
7.
Final grade building sites, install non -municipal utilities
as needed, and vegetatively stabilize areas where housing
construction is not imminent.
•
8.
All erosion and sediment control Practices are to be
^
inspected weekly and after any rainfall, and repoired as
` J\
necessary.
•
9. Upon completion of housing unit construction, the roadway is T�
st be paved and all areas permanently vegetatively RECEIVED
�T�
stabilized. After site stabilization, temporary measures are v V 1{4:J'
to be removed and the Sediment Basin cleaned to its original
design contours, if necessary, and riser structures orifaces NOV '
opened, so as to function as a stormwater management / water 8 2003
quality retention pond.
DWq
PRUJ # i-
30"RCP
OUTLET GRATE TOP
PIPE EL=30.5 r6"
��
EL=30.0
90; ELBOW DOWN 3 EL=29.7
w 6 BEL 0 WS£
30' RCP
4' 4'
o o MIN. ® 0.79X
4'-10"
PLAN VIEW
V=8fps
INV= OUTLET
27.0 INV=26.9 PIPE _
Q4001/2"PERFORATED EL=25.0
PVC W/ GRAVEL
0AND FABRIC FILTER 4' x 4' Precast
ID BOTTOM SE TI
NOT TO SCALE
30 15 0 30
SCALE IN FEET
SCALE: 1 " = 30'
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS & LAND PLANNERS
7HE COTTON EXCHANGE
321 NORTH FRONT STREET
WILMINGTON, N.C. 28401
NOT FOR RECORDATION OR CONVEYANCE PHONE: [phone]
DRAWING No. 2940pre-03 m j!
DRAINAGE AREAS:
DA AREA
Tc
"C"
1(10) 1(100)
Q(10)
Q(100)
1 - 0.5 cc.
5 min.
0.75 7.0
10.0
2.6
cfs
3.7 cfs
It - 1.3 cc.
5 min.
0.75 7.0
10.0
6.8
cfs
9.8 cfs
III - 0.7 cc.
5 min.
0.75 7.0
10.0
3.7 cfs
5.2 cfs
IV - 1.7 cc.
10 min.
0.75 5.5
8.5
7.0
cfs
10.8 cfs
V - 0.9 cc.
5 min.
0.75 7.0
10.0
4.7
cfs
6.7 cfs
VI - 1.5 cc.
8 min.
0.75 6.0
9.0
6.8
cfs
10.1 cfs
PRELIMINARY PLAN
14:45:06 10/30/2003

REVISED EROSION AND SEDIMENT CONTROL PLAN
WILLIAMSBURG PLACE at NORTHCHASE
PREPARED FOR WILLIAMSBURG PLACE, L.L.C. OP '"V=26.2
03
OCTOBER 2003 FOR OUTLET
PROTECTION o
LOCATED IN Nb1E' SEE DETAIL
HARNETT TOWNSHIP #JUMBO A1EG41111 NIB CHAMQES 19 THIS SHEET
BE 0UW PROM= or
NEW HANOVER COUNTY 01100t MO AroS=VMWiaaIIIIXIM BY
NORTH CAROLINA HANOW VEMM snINIM
NOTES: /
1. Tree survey performed in May or 1994. Boundary and topographic
informotion for purposes of this Erosion and Sediment Control Plan token /
from others and not Field verified. OU1 26 9
2. This mop is not far conveyance, recordation, or sales.
d This property is not located within a special flood hazard ktl,gy / area according to Flood Insurance Rote Mop Community Panel
/370168-0040D, effective date April 15, 1986. V�
4. Overaff site "a = 6.640 acres. / y
5. Building layout and dimensions by J. Clark Hipp, Architect. / y83,0
-
6. This property is zoned New Hanover County PD. Building
setbacks are as follows., 0
' from Public Right -of -Way 50
50" from State Right -of -Way
/ Gx�
7. Minimum distance between buildings is 20'. G
B. 60 dwelling units proposed or 9 units per acre. 130
off'street parking spaces are proposed. /
9. 45 dwelling units recorded, 13 dwelling units proposed. G 0
Alf g06k/ R FF EL
32EV
C
5�0 FF ELEV o
,LO � 32.0
e�E /
FF 32.0
T
31 6
31 0
lJ "�" DA 111 3 G
P
MAp
PA
ti
G / 8qG g31
0
36 a5*POE A1FF320 gp J /
�� eR BOOK ,1
ELEV PAGE 3g
QJ9 G F 32 0 2e
DA ll .0
46 h° �s
' oo,
�17 I
� O
10
O•
SFT
�9
n�
\PLANNED EROSION AND SEDIMENT CONTROL PRACTICES - O 1
C / 1. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
Practice 6.06
2. LAND GRADING
Practice 6.0
CS \A SEDIMENT FENCE Cf
Practice 6.62
4. GRASS -LINED CHANNELS
Practice 6.30
OP 5. OUTLET STABILIZATION
Practice 6.41
6. CONSTRUCTION ROAD STABILIZAnON
Practice 6.80
S B 7. SEDIMENT BASIN
Practice 6.61
MAINTENANCE PLAN - S
1. All measures to be inspected weekly and after any rainfall
event and needed repairs made immediately.
2. Sediment Basin to be cleaned out when the level of sediment
reaches 2' below riser top. Riser structure to be cleaned if
excess water above design surface no longer droins properly.
3. Sediment to be removed from ditches and Grass -lined Channels
when they are approximately 50% filled or sediment level is
within 2' of top of ditch bank.
4. Sediment to be removed from behind the Silt Fence when it
becomes 0.5' deep. Fencing to be repaired as needed to
maintain a barrier.
5. All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
UPDATED PLAN IMPERVIOUS AREA:
ORIGINAL PLAN IMPERVIOUS AREA:
BUILDINGS AND POOL HOUSE
14 UNITS O 1200 SF (INCLUDING GARAGE)
= 16,800 SF
BUILDINGS AND POOL HOUSE
50 UNITS O 1350 SF (INCLUDING GARAGE) = 67,500 SF
40 UNITS O 1350 SF (INCLUDING GARAGE)
= 54,000 SF
10 UNITS 2 1300 SF INCLUDING GARAGE) = iJ 000 SF
4 UNITS 2 1300 SF INCLUDING GARAGE)
= 5,200 SF
SIDEWALKS ( ASSUME 15' X 3' EACH BLDG) = 2,700 SF
SIDEWALKS ( ASSUME 15' X 3' EACH SLOG) = 2,700 SF
POOLHOUSE AND CONC. DECK = 1,600 SF
POOLHOUSE AND CONC. DECK
= 1,600 SF
TOTAL - 84,800 SF
TOTAL
= 80,300 SF
USE = 85,000 SF
USE
= 81,000 SF
PARKING AND ROADWAYS
PARKING AND ROADWAYS
70 OFFS TREE T SPACES O 9' X 18' = 11,J40 SF
70 OFFS TREE T SPACES O 9' X 18'
= 11,340 SF
ONSITE ROADWAY (1440 LF O 20') = 28,800 SF
ONSITE ROADWAY (1600 LF O 20')
= J2,000 SF
PARKWAY, SOUTH HALF (865 LF O f 1' ) = 9,515 SF
PARKWAY, SOUTH HALF (865 LF O 11' )
= 9,515 SF
ENTRANCE ROAD (110 LF O 30' ) = 3,300 SF
ENTRANCE ROAD (110 LF O 30' )
= 3,300 SF
TOTAL = 52,955 SF
TOTAL
= 56,155 Sr
USE = 53,000 SF
USE
= 56, 200 SF
TOTAL IMPERVIOUS AREA = 138,000 SF = 3.2 ACRES
TOTAL IMPERVIOUS AREA = 137,200 SF = 3.15 ACRES
�41ii�i..' '•
F Mqp
� , 1 f g 6�k 361 1
T�
i --
CE
Nam•► �ii���pN: " ,%I� e ,
F. Ift
6,q A0E1370k 366932
OV
FF320V= 10 rev
ELEV
MAP FF 32.3 its
FF E 3V `3Gf �OA
15 35
n
MAP
Ax oe PgCE 5
6pk 36 1 71
32 Ev O 1
O
F,r
3 BE/-
121 C
21
%�ei,;,�, III •
J.eFI-a
21A
-e10 GRADE
3p,�2
4,4
tiP
to /q
u
Mqp 8
PAGE 310k 35
4e
Nr
u
�ry T +
d /I
•
►,. _S�',%�..=` % " ale
�IICEV
FF ELEV s
33.8E
338
1 ge I
79,1
1 0.5X
N 18"52'59'V
/ 30.00
S 7301858'V 17273
DA (l�
_41 SF
/
,Q
FF ELEV
0
=
FF 20V - '
p 2L�
Mq U
PAGE Bp16
FOSS/ LE
LOCH
1k 37
2C
M
E
FF ELEV
32.0
13q
n
WW)
- w, 14
,4p
90
C
m
<
p
qGf
22j 3
If
11 1
3e
MAp
IQ
AcE B2j 38
�M
NM
C 14S
u
2y,
Wm
154MAP
w
164
AGE
Bt�2k 38
77
1 5tj
If11
co
4 ---- - -
- -
AA f 8
00k 3
G 3228
--I
Jco
C_----
ti
�16e
I
a - -
�___
0
r26 AP
V FF ELE2PqGf�333
� LI
I A , ., lE
u •�
=Mqp 9
PgGf f0pk
039
'i lg P
B wP
II
3L6 SPQR ?\A k 2�
NOTE: S 73.28'16'V 3772E
THIS PLAN TO BE UTILIZED AND 0' SETBACK FROM P.D. EXISTING TREEUNE
REVIEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF VEGETATIVE PLAN -
THIS EROSION AND SEDIMENT
CONTROL PLAN. 1. Permanent vegetation to be established in accordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6.11, latest version.
SF
v�
z
C
9
P
20' PAVEMENT
a�
BLDG.
rHAA
2• I -TYPE
L T F
-
EXISTING TREE LEGEND:
OAK
MAPLE
PINE
,
BLDG
6" STONE
�'
BASE COURSE
TYPICAL LOCATION
WATERLINE
5' FROM CENTERLINE
TYPICAL LOCARON
( 10' SEPARATION FROM SS )
SANITARY SEWER
X MIN. COVER
5' FROM CENTERLINE
(to,SEPARATION FROM W.L. )
4' MIN. COVER
TYPICAL
PAYQENT SECT M
NOT TO SCALE
MAX Y(10)= 1.48'
zo'
V(10)= 2.1 fps y
MAX Y(100)= 1.77' I
V(100)= 2.3 fps +
I
2' [-W--
S70MWAM? WNYEYANW CHANVa
NOT TO SCALE
0.5,
LOCA TION MAP
NOT TO SCALE
S� o
.11
t�j l D ti�P
�g¢ Z AF
rQP�
A►" �
NOTE:
Channel Capacity of roadway
section ( pavement only ) is 7.2 cfs.
Maximum 0(10) = 7.0 CIS.
Channel capacity of roadway
section ( pavement and yard to buildings )
is 62.0 CIS.
Maximum Q(100) = 10.8 cfs.
J'
Maximum Channel Ouantities:
DA = 4.4 acres
MINIMUM 1'
FREEBOARD l(10) = 6. 0, I(100) = 9.0
C = 0.75
0(10) = 19.8 cfs, 0(100) = 29.7 cfs
Maximum Channel Capacity with
one foot freeboard = 39.6 CIS;
iLo=20'
o d50 = 6" STONE o o d5O = 6" STONE
'ououo dMAX = 9" I'u"u0 dMAX - 9"
` , ononon 6' La = 10' o�a�o0 11' La = 20'
O �u"oo/i APRON THICKNESS = 1' 'n�IO04), APRON THICKNESS = 1'
18" o000 30" "o"a
18" RCP 30" RCP
BUTLET PROT£CTZEIN DETAIL 117UMET PRUTECT117N JAE TAIL
^r1l NOT TO SCALE NOT TO SCALE
CONSTRUCTION SCHEDULE -
1 . Obtain approval of Plan and any necessary permits, and hold
a pre -construction conference prior to commencing any work.
2. Flag work limits and stake -out roadway, primary ditch, and
Sediment Basin for preliminary grading.
O 3. Install Gravel Construction Entrance.
Z
a ` 4. Install Sediment Basin as shown on Plan prior to clearing
w and grubbing site.
y' O 5. Construct ditch/ Grass -lined Channel and any other sediment
control Practices shown, prior to rough grading roadways and
site, stockpiling topsoil as necessary, and installing
culverts and Outlet Protection.
I 6. Install utilities in roadway, establish final road grades
and stabilize road with stone base course.
7. Final grade building sites, install non -municipal utilities
as needed, and vegetatively stabilize areas where housing
construction is not imminent.
e 8. All erosion and sediment control Practices are to be
^ inspected weekly and after any rainfall, and repaired as
(` ) necessary.
9. Upon completion of housing unit construction, the roadway is
to be paved and all areas permanently vegetatively RECEIVED
�
1E
stabilized. After site stabilization, temporary measures are �� TT 7�
to be removed and the Sediment Basin cleaned to its original V
design contours, if necessary, and riser structures orifaces
opened, so as to function as a stormwater management / water NOV '
quality retention pond.
8 ?003
P110iDWq
dt
' 30; CP
OUTLET GRATE TOP
PIPE �>E EL=30.5 f6"
EL=30.0
III If 11 If I
r 90;ELBOW DOWN 3 £L=29.7
�, Jv 8' BEL 0 WSE
' \Vl 4 30' RCP
` o MIN. ® 0.79Z
O I WSEL= 14=81ps
;} 27.0 1 IN V= OUTLET
2. 0' 27.0 PIPE
o -o o ... INV=26. 9 �►
WEIR
►� 2 -O"
4'-f0"
PLAN VIEW
J. o°
1/2"PERFORATED EL=25.0
PVC W/ GRAVEL
AND FABRIC FILTER 7ER 4' x 4' Precost
)ND BOTTOM SE TI
cw •
NOT TO SCALE
DRAINAGE AREAS:
DA AREA
Tc
"C.,
1(10) 1(100)
Q(10)
Q(100)
1 - 0.5 ac.
5 min.
0.75
7.0
10.0
2.6
cfs
3.7 cfs
It - 1.3 oc.
5 min.
0.75
7.0
10.0
6.8
cfs
9.8 cfs
III - 0.7 ac.
5 min.
0.75
7.0
10.0
3.7 cfs
5.2 cfs
30 15
0
30
IV - 1.7 oc.
10 min.
0.75
5.5
8.5
7.0
cfs
10.8 cfs
V - 0.9 oc.
5 min.
0.75
7.0
10.0
4.7
cfs
6.7 cfs
SCALE IN FEET
VI - 1.5 oc.
8 min.
0.75
6.0
9.0
6.8
cfs
10.1 cfs
SCALE.
1 " = 30'
HANOVER
DESIGN
SERVICES, P.A.
LAND
SURVEYORS
& LAND PLANNERS
PLAN FRONT STREE
NAPREEIMINARY T
NOT FOR RECORDATION OR WHONE:T1ON, N.C. 28401
C O N VE YA VI C E PHONE: [phone]
DRA WING No. 2940pre-03 P► jl
14:45:06 10/30/2003

LOCH 77ON MAP
REVISED EROSION AND SEDIMENT CONTROL PLAN
WILLIAMSBURG PLACE at NORTHICHASE
PREPARED FOR WiLLIAMSBURG PLACE, L.L.C. OP INV=26.2
DECEMBER 2003 � - .----------------------- ----- /
PROTECTION o -
SEE DETAIL /
LOCATED IN THIS SHEET ,-
HARNETT TOWNSHIP W &jW mm or ® s2• CE DA C)
NEW HAN01/ER COUNTY 0111111I No FM MDVI By 5 N 1359•I✓ / -
040
NORTH CAROLINA "� 2'
60 LF 18'RCP A/// /
/
NOTES.* / / 1110 0 00.8 S 73.18 58'V 172.73
/ /IVWE ;6.22 ab 1N
I. Tree surrey Performed in May of /994. Boundary and topographic /
infcrmotkn for purposes of this Erosion and Sediment Control Plan token ✓ 5
from others and not field verified. / / 1QP%US' .269,E °� M 68 = 11 - - - - - - - - - - - - - - - - --
2. This mop is not For conveyance, recordation, er sales. / ✓ / 0y INV 0 1 ' 6q pqc f 300k 38FF 3� 0y -
3. This property is not located within o special flood hazard / P°N11 . ' FF ELEV a - - - - - - - - - - - - SF
area according to Flood Insurance Rate Mop Community Panel / 32.0
/370168-00400, efiective date April 15, 1986. / / FF ELEV o 1
4. Overall site area = 6.640 ocres. / 3z 0
Fir ELEV a4 2e I
/ 32.0 CT
5. Building layout and dimensions by J. Clark Hipp, Architect. / / / R°gg3POSS/ ( qGf -Lj6k 3j 1 `\
6. This property Is zoned New Hanover County PD. Sueding Q S / 2 i
setbacks ore as follaws: LOC O F R Py SE FF ELEV
25' A•om Public Right -of -Way 3 I
50' from State Right -of -Way / PCi� ,I a5X GRADE 3?.O
7. Mmlmum distance between buildings 15 ZD'.
8. 60 dwelling units proposed, or 9 units per acre. 130 / JF,'�P / - a a ° o o'�� `i
ofistreet parking spaces are proposed / ��
9. 45 dwelling units recorded, 13 dwelling units proposed. / G /
/ ((R pAGEAP Bop �6 �/ V
i W FF 32.0 w
ELEO 30
N
32' of)rtZ
a �
32EQ PgGf\3�k 36 / 'NAp C �
AGf BOOK ' A V 4 0�// / 1 PAGE 2?7 3 M II
31400it" _'0 E o / Se 3g PAc Book I 0
n6 tc� 7 & g 32• / W f Z27 38 r
8C�} �y h 31 a5 N DA 111 ° / // I +u NC w I
41AP '10
3 9k
AGf �p 38 �f ELEV / \ \ / N I 1
MAP F 32 0 � / / I rn
r 1
P oo q / I
, LEV AGE � 1 Sk��/
\ I ylq
32 0 2e // / LEV AGf 3�Sk
I 2
N / a �F \\�aM I O.
�
G / N 1 � �S
,. SAP - AMP
°°°°°°°° P f 30 3g PAGE BO k 3 Ir--' °°
\ eooeoeocoo AG Cif O •C C
0 0 0 ,�•
og000agogo ��,dppAoo�O 15 32? B � N
S�
/ o gQ ` \ Ln N �I I I Abe QOpk 38 I
\ u �` 22
\ . 3t ti2 I
\�' i - --._ m 0.5X GRADE PHASE 2 + `- �•-- �� �- 16g
DA
O I 4
4 ,moo / /� 2S \ \,,
��i� ✓/4�� \-O 30 \\`i9o4e 3?ESL 444P \\\ �I i------I 6C
/ \ �At?d/ `?o �� i t ?9� �\ I e qGf 3s7 1 , \ \ ��JJ I 9q IF-N -i I (W c
os�� / \ F q MAPS �° I tu �7 I Q N I I \� 4'� ` I `'?o F`. \ \ FF �e PqG f 3s°i 3s 1 O ��ryy I W '9 LL u,
III A I MAP � I I _ J ` I
I� \ -_ I 320� PAGE 3 Ok 36 p AP BO Ok j "'I
PLANNED EROSION AND SEDIMENT CONTROL PRACTICES - •O \ p�'t 4,�I k' �.t' g (� 0 AGf 2SS9
CE 7. Pracice 606 AVEL CONSTRUCTION ENTRANCE \ \ %/�� "� ^ \ `_ �ry� 9& DA OV it .� ' �3 I •
h N
2. LAND GRADING
Prootke 6.0 \'
SF M SEDIMENT FENCE ` O/ \ ` 1 W f)
Practice 6.62 !\ �O / /. / II ��, �77 /tom I I C`,�1'
4. GRASS -LINED CHANNELS \ \V v`?��4 �/ �\ \ �? E`a I .T �lFl� ` \ 'C7rl(A I �t I `� `e
Practice 6.30 \ O
/ \ 2e a ' V
QP S. OUTLET STABILIZATION - _ N
O Proctke &4f \'\C �� 3 , \ , F�\��� �\ I%1 B I
& CONSTRUCTION ROAD STABILIZATION \\ pc^�/ �, S , 21 g J?�Fi�` �� PAG 100k g
Prootke 6.80 \�/ �ollL e ,- 1 A f 04 3
ELEV = 1 &
SB 7. SEDIMENT BASIN / �O // CO `` / 2 I / (� FF ' FF�V ,w ' % Uv w m
O Practke 6.61 A ` IPI 33.8
MAINTENANCE PLAN - ` ^h ? % ��o� 7 7 9 9 D I V
u q
1. All measures to be inspected weekly and after any rainfall y°s" i \ q� B I '
event and needed repairs mode immediately. �� ? �• � /� \ ` L
2. Sediment Basin to be cleaned out when the level of sediment IL- 0 /
reaches 2' below riser top. Riser structure to be cleaned if his \ \ h4 5 �� �QttES� 2
excess water above design surface no longer drains properly. \ �^ jCA 4 / 5.1OG QVkP
3. Sediment to be removed from ditches and Grass -lined Channels PHASE a5X GgAOE 32+75 / `ryt0 ON FOR
when they are approximately 50% filled or sediment level is
NOT ro WA
EXISTING TREE LEGEND:
sAi� n
OAK ` ® X
MAPLE
-� 20' PAVEMENT I •�- PINE
BLOG a, &DG
rA
ALT 0.5,
6- STONE iW-
BASE COURSE
TYPICAL LOCARON
WATERLINE
5' FROM CENTERLINE TYPICAL LOCARON
( f0' SEPARARON FROM SS) SANITARY SEWER
3' MIN. COVER 5' FROM CENTERLINE
(10' SLPARAALW FROM W.L. )
4' Met. COVER
TYPICAL PAVEMENT SEC7I+DM
NOT TO SCALE L.
MAX Y(10)= 1.48'
V(f0)= 2.1 fps y
20' MAX Y()00)= 7.77'
V(f00)= 2.3 fps j
-_I 2 �- I
STO MMAM? WNWIMANCE CHANNEL
NOT TO SCALE
NOTE.•
Channel capacity of roadway
section ( pavement only) is 7,2 cfs.
Maximum 000) = 7,0 cis.
Channel capacity of roadway
section ( pavement and yard to buildings )
is 62.0 cis.
Maximum 0(100) = 10.8 cis.
J'
Maximum Channel quantities:
DA = 4.4 acres
II=6.0,i()00)=9.0
C = 0.75
0(10) = 19.8 cis, 0(100) = 29.7 cis
T Maximum Channel Capacity with
T one foot freeboard = 39.6 cis
La=20'
-00
5 0 o d50 - 6' STONE 8' o o d50 - 6" STONE
rroour' dMAX - 9" 000uo dMAX - 9"
6' Lo a 10' a ao 00' if' Lo a 20'
o o , n o ,
o a o APRON THICKNESS - 1' o 0 o APRON THICKNESS = 1
18" °oao l 30" ooao _
18" RCP T 30" RCP
OUTLET PROTECTION DETAIL OUTLET PROTECTAW DETAIL
NOT TO SCALE NOT TO SCALE
CONSTRUCTION SCHEDULE -
i. Obtain approval of Plan and any necessary permits, and hold
a pre -construction conference prior to commencing any work.
2. Flag work limits and stake -out roadway, primary ditch, and
Sediment Basin for preliminary grading.
3. Install Grovel Construction Entrance.
4. Install Sediment Basin as shown on Plan prior to clearing
and grubbing site.
5. Construct ditch/ Gross -lined Channel and any other sediment
control Practices shown, prior to rough grading roadways and
site, stockpiling topsoil as necessary, and installing
culverts and Outlet Protection.
6. Install utilities in roadway, establish final road grades
and stabilize road with stone base course.
7. Final grade building sites, install non -municipal utilities
as needed, and vegetatively stabilize areas where housing
construction is not imminent.
8. All erosion and sediment control Practices are to be
inspected weekly and after any rainfall, and repaired as
necessary.
9. Upon completion of housing unit construction, the roadway is
to be paved and all areas permanently vegetatively
stabilized. After site stabilization, temporary measures ore
to be removed and the Sediment Basin cleaned to its original
design contours, if necessary, and riser structures orifoces
opened, so as to function as a stormwoter management / water
quality retention pond.
W
30 ! CP
OUTLET
PIPE
is
4'-0'
O
a
WER
2' -0"
1
4 -70
PLAN VIEW
OU
within 2 of top of ditch bank. ! / �(Z)/ ` V \ /
J _ / DRAINAGE AREAS:
4. Sediment to be removed from behind the Silt Fence when it \ \ \ ^'�, 32 / r r - r - -\ \ \ DA AREA Tc " C. 110 1100 0 10 Q 100
becomes 0.5' deep. Fencing to be repaired as needed to \ \� // ���` / I I I I 1 I 1 �� TF-
I \ \ 2���� o\ / / ( ) ( ) ( ) ( )
I - 0.5 cc. 5 min 0.75 7.0 10.0 2.6 cfs 3.7 cfs
maintain a barrier. \ 11 - 1.3 ac. 5 min, 0.75 7.0 10.0 6.8 cfs 9.8 cfs
\ \ 1 1 28 1 I ( 1 \ \F 338 % / III - 0.7 cc. 5 min. 0.75 7.0 10.0 3.7 cfs 5.2 cfs
5. All seeded areas shall be fertilized, mulched, and re -seeded C a O ( 26 FF ELEV = 1 1 MAP
as necessary, according to specifications provided, to \ ` I M I FF ELEV = 22 P B0O\ \ / % IV - 1.7 oc. 10 min 0.75 5.5 8.5 7.0 cfs 10.8 cis
\ F Ap 1 IFF ELEV = 1 1 AG k
p Bp0 333 3J 3 1 1 1 f 2 \3g / V- 09 ac 5 min. 075 70 100 4 7 cis67 f
+
UPDATED PLAN IMPERVIOUS AREA:
ORIGINAL PLAN IMPERVIOUS AREA:
ORIGINAL
BUILDINGS AND POOL HOUSE
14 UNITS O 1200 SF (INCLUDING GARAGE) = 16,800 SF
AND POOL HOUSE
UNITS O 1350 SF (INCLUDING GARAGE) = 67,500 SF
40 UNITS O 1350 SF (INCLUDING GARAGE) = 54,000 SF
50
f0 UNITS 2 1300 SF INCLUDING GARAGE) = 13,000 SF
4 UNITS 2 1300 SF INCLUDING GARAGE) = 5200 ?F
SIDEWALKS ( ASSUME 15' X 3' EACH BLDG) = Z70r 5F
SIDEWALKS ( ASSUME 15, X 3' EACH BLDG) = Z700 SF
= 1,600 SF
POOLHOUSE AND CONC DECK
POOLHOUSE AND CONC DECK
= 84,800 SF
= 80,.T00 SF
TOTAL
TOTAL
USE = 85,000 SF
USE a 81.000 SF
PARKING AND ROADWAYS
SPACES O 9' X 18' a 11,340 SF
PARKING AND ROADWAYS
70 OFFSTREET SPACES O 9' X 18' 11,346 SF
70 OFFSTREET
ONSITE ROADWAY (1440 LF O 20') = 28,800 SF
ONSITE ROADWAY (1600 LF O 20') 32,000 SF
PARKWAY, SOUTH HALF (865 LF O It') = 9,515 .iF
PARKWAY, SOUTH HALF (865 LF O it, ) = 9,5t5 SF
ENTRANCE ROAD (I 10 LF O 30') = J,300 SF
ENTRANCE ROAD (110 LF O 30' ) = J300 SF
SF
TOTAL = 52.955 SF
TOTAL = 56,155
USE = 56,200 SF
USE = 5J 000 5F
TOTAL IMPERVIOUS AREA = 138,000 5F = 3.2 ACRES
TOTAL IMPERVIOUS AREA = IJ7,200 SF = 3.15 ACRES
L AG k 33.3 0yEV SS , / c s
2SS 3g 1 1 I ( 1 ( ti 555 1 ` VI - i•5 cc. 8 min. 0.75 6.0 9.0 6.8 cfs 10.1 cfs
\ \ L - J DA(-1
V ✓ / EIP
EIP \
�. --. - - - - - - - - - - -- - - - - - - S 73'2B'16'V 3772E
NOTE.
NowEL=30.5
EL=30.0
90'ELBOW DOWN
8"BELO WSE
4' 4' EL=
MIN.
-1/2"PERFORATED EL=25.0
GRATE TOP
i
I=11-
'
1
PVC W/ GRAVEL
AND FABRIC FILTER 4'x 4'Precost
)ND BOTTOM 4kS T!
Gw� t o 7rIN
NOT TO SCALE
r6"
E 2L 9.7
30'RCP
® 0.79X
V=Bfps
OUTLET
PIPE
30 I5 0 30
SCALE IN FEET
SCALE.1 " = 30'
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS & LAND PLANNERS
TH15 PLAN TO BE UTILIZED AND
REVIEWED ONLY IN CONJUNCTION 0' SETBACK FROM P.D.
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF VEGETATIVE PLAN -
THIS EROSION AND SEDIMENT
CONTROL PLAN. 1. Permanent vegetation to be established in accordance with
" North Carolina Erosion and Sediment Control Planning and
Design Manual" , Section 6.11, latest version.
P R E L I M I� A1' L AIN THE COTTON EXCHANGE
NL NORTH FRONT STREET
NOT FOR RECORDATION OR CONVEYANCE PHONE:
N.G. 28401
PHONE:: [phone]
DRA WING No. 2940pre-03 m jl
: 08:18:29 12/17/2003

REVISED EROSION AND SEDIMENT CONTROL PLAN
WILLIAMSBURG
PLACE
at
NORTHICHASE
PREPARED FOR WILLIAMSBURG PLACE, L.L.C. OP INV 26.2 --
DECEMBER 2003 FOR OUTLET „__------------------------ -----------7
PROTECTION o /
LOCATED IN
SEE DETAIL
Ali/
M1iIaRYAvw NEIRARLNrG CM4N= Ti THIS SHEET
HARNE T T TOWNSHIP Iff OVA SMUCRW PROM11 v Oy DA /
NEW HANOVER COUNTY my5 N 130.00S9 M /
NORTH CAROLINA " 32 /
/ 60 LF0.8x RCP /
/ 0 ® S 73'18'58'V 172.73 /
NOTES / /� p61
ab'22
I. Tree wrhey per/armed in May of 1994. Boundary and topographic /
Information tar purposes of this Erosion and Sediment Control Plan token ,/ 5 �1 1 /
from others and not field verified - - / / 10P� V1 �26 9� M 1 6e 'I \ _ - - /
2. This mop is not for conmyonc% recordation, or soles. 1-1/ 1NV 0 1 64 pqC BOOK FF ELEV ' - - - - - - - - - - - - - -
g5 ^I f 31 36 32•
J. This property is not located within o special Good hazard / / Psk11' FF ELEV o O 1 SF Q
oreo occordlnq to Flood Insurance Rate Map Community Panel / ' 32.0 t O Q`O'
/J70168-0040D, effective date April 15, 1986. / •x FF ELEV
10
4. Overdl site area = 6.640 acres. / 1
/ Og t o FF ELEV 2q
5. Building layout and dimensions by J. Clark Hipp, Architect. / R�5g3 32 0 / p AP B O� \\\
qGf K 32 \
6. T,Ih property is zoned New Hanover County PO. Building / ,� 0 POSS/ LE S O 116 � 2 / I
setbacks are as follows: / �2 ' LOC O E / l�
25' from Public Right -of -Way F R PH SE 3 FF ELEV
m = 1`
50' froState Right -of -Way / P�1`' \ i� 0,5X GRADE 32.0
7. Minimum distance between buildings is 20'.
8. 60 dwelling units proposed, or 9 units per acre. 130
offstreet parking spaces are proposed. / O[/ no 000 0 ,�O`vQ� - fit•' /
9. 45 dwelling units recorded, 13 dwelling units proposed. / r �(,3 7 / C \ /
R / MAp 30 6x
pqG f BpOK�6h FF ELEV , � � I
� Epp M •�C � \ 32.0 30
3 POE
J h
�� � A W w 4q �\� • GR 41
FF 32E0 / / P �f��K 3g / I u m 1
-�..� 20' PAVEMENT
"a>
RLDO
rA
2" I - TYPE
ALT t--
EXISTING TREE LEGEND:
OAK
MAPLE
PINE
6" STONE i�
RASE COURSE
TYPICAL LOCATION
WATERLINE
5' FROM CENTERLINE TYPICAL LOCATION
( IO' SEPARATION FROM SS.) SANITARY SEWER
J' MIN. COVER 5' FROM CENTERLINE
( f0' SEPARATION FROM W.L. )
4' MIN. COVER
TYPICAL PA W304T SEMN
NOT TO SCALE
MAX Y(10)= 1.48'
V(10)= 2.1 fps y
MAX Y(100)= 1.7T
V(100)= 2.3 fps /
I I
J
-0
►1 2' �- I
STOWWAM? CQMWYANCE CHAANIM
NOT TO SCALE
0.5,
LOCA TION MAP
NOT TO SCALE
Z,PS� 2
1�jP{ � 14r
(5Y Leo
r
NOTE.•
Channel capacity of roadway
section ( pavement only ) is 72 cfs.
Maximum 0(10) = 7.0 cfs.
Channel capacity of roadway
section ( pavement and yard to buildings )
is 62.0 cfs.
Maximum 0(100) = 10.8 cfs.
3I'
Maximum Channel Ouantit)es:
DA = 4.4 acres
MINIMUM D /(10) = 6.0, l(100) = 9.0
FREEBOARD C = 0.75
0(10) = 19.8 cfs, 0(100) = 29.7 cfs
Maximum Channel Capacity with
one foot freeboard = 39.6 cfs
ILo=20'
5 0 o d50 = 6" STONE 8 aoao d50 = 6' STONE
\ a a
\ M _1 aoao° La - = 9" 0000o Lo - = 9"
/ / 1 M /1 pq�P Bp K C II I o°o°o° 6' La = IO' o°oaoa if' La = 20'
�6 r1 0 °u°o°t ° o , PAC,,.
qP BO �tv l� / 1 £ 22j .3 0000o APRON THICKNESS = 1' 30" o0o0u APRON THICKNESS = 1'
Q I O 1B. o 0
/ 10 qGf 31�K 3$EtEV % °�, /5k a MAP
81 /, H�"olN1 DA 111 e fF320 / " 4 / / 1 h 3e CPAS ���K 38 I 18" RCP 30" RCP
of / J/ / I I N m OUTLET PROTECTION DETAIL OUTLET PROTECTION BETAIL
1 I �'+ r., , t� I NOT TO SCALE NOT TO SCALE
3 yX \ \ / ♦ V , _ J n U
PACE 10 36 MG�POZ Ff EoV \ / ' ♦ 1 I I CONSTRUCTION SCHEDULE -
G /
8/� q Oy AP BO 32 2,q ✓ / / �� \ I 1. Obtain approval of Plan and any necessary permits, and hold
AGf 31�K 3$ '/ / / % \ FE ELEV g 1 _ I apre- construction conference prior to commencing any work.
\ E i '3
ff320 � / � MAP B 32• L7 I 2. Flag work limits and stake -out roadway, primary ditch, and
ELEV s�G f 310 3$ ^ ; I Sediment Basin for preliminary grading.
2.5 r'I c., 41 3. Install Gravel Construction Entrance.
3 u Pr I I � N I 2
�� \ 'K I I ") q `O 4. Install Sediment Basin as shown on Plan prior to clearing
11 I
I Iand grubbing site.
\\ °° °° v4 / M I AP v w �i.iLr° ,,° °„ APM 6^ I /O '!"Dp000000000'`PBOI pBpA al ^I5. Construct ditch/ Grass -lined Channel and any other sediment
°°°° $ qGf QK3 < control Practices shown, rior to rou h radin roadwa and
`�'/�0°000°QQoo 1$ I 32 8 I P• 9 9 9 YS
��Ap Ate II 62 11 I W site, stockpiling topsoil as necessary, and installing
/ , 0 ` / ,.)\ I = era A I ; , J� culverts and Outlet Protection.
r v
\ \ �� f"IPr v 47 Lp"4�C-P&OA( 6. Install utilities in roadway, establish final road grades
/ 0• �Q _ \ I I I 4 ti f 0K 38 I I and stabilize road with stone base course.
22
\•� 3V2 I
/ T \ PHASE L� J I J---___ 16� c' ' I 1 7• Final grade building sites, install non -municipal utilities
+ as needed, and o et min stabilize areas where housing
9 \ \ 0.5X GRADE J �� I vegetatively 9
/ construction is not imminent.
F
DA ll 0 > ,tis, \
/ • 8. All erosion and sediment control Practices are to be
/ 46 ryp/ /� 2S s ��'s, \ Nt I h inspected weekly and after any rainfall, and repaired as
�./ /\ Q0 3D �a pc° , I \ , 6 ` J necessary.
/ i p L p f Bs, 36 \ \ J W u 9. Upon completion of housing unit construction, the roadway is
A(' o s, , o qG 3 K (� I ^ I ( ry n I to be caved and all areas permanently vegetatively
v // " Y1., �0 \ l e .�, it \ I ^1 I 11 I I stabilized. After site stabilization, temporary measures are
o• ,/ 1 1 MAP 4 1 � I to be removed and the Sediment Basin cleaned to its original
r 4 / ?o F` \ l fie PAG f BOOK 3 I o /� 11 I T design contours, if necessary, and riser structures orifaces
4 FF 36j 6 � h ") LL of ` opened, so as to function as a stormwater management water
\ yo F<FV , FF Qq I w)ti I , cL P 9 /
p FYFV MAP I I I quality retention pond.
- I 320 PqG BOOK I Mqp nn k'
f 3 0 36pA BOOK - LJ_ I
PLANNED EROSION AND SEDIMENT CONTROL PRACTICES - 'O �� !ry / 4 , •J -' y (� �t Gf 2S$ �9 g'
CE f. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE \ �� • / 4'�ta 9g DA O II II
Practice DIN \ / l�r. / ^ \ / 7 F7 ' �+
2. LAND GRADING \ / �i `\ ` dry. I W o I 3•', I I I OUT ET
Practice 6.0
$ F J. SEDIMENT FENCE / 4J% \ ` ` \ \ I I 6 PIPE -
W Z.I �ff fL 30.5
� \1
Practice 6.62 \ ` ,/ t'�/,,, 40 J FF �^ \ \ \ IL_ I /j ,ry
4. GRASS -LINED CHANNELS \ \v / "'?F L ^ \ `7 B�L / FF FC L- -. p �� I �r'1� C ( '�
Practice 6.30 1 `y?B `a _ II 'A\ 1
QP 5. OUTLET STABILIZATION \ ! / �O� \ 2 / C \ F \\ - - • �
Practice 6.41 \ / \\\\ - - �\ N MqP
6. CONSTRUCTION ROAD STABILIZATION \ \ / t^ �'" / / 21,9 ,jell \ i\ ` 'a= m PAG BOok
Practice 6.80 \ v ./ .� 8 / / f 104 3g
SB \ / `. L / ^ \ 27,A
j ^ / / FF ELEV = I FF ELEV : 8�
7. SEDIMENT BASIN \ r`I ` 33.8 I 3J 8 ' h ("
Practice 6.61 C
MAINTENANCE PLAN J 7
ti6 \ / �1 310 / �ti / 19e I 194 1, "" D l V
1. All measures to be inspected weekly and after any rainfall / % �` _ / p 1 It
event and needed repairs made immediately. S.� v / `�? a / /� q�Co.9 ``//J �Jf I '-�•L�J `
o
2. Sediment Basin to be cleaned out when the level of sediment
reaches 2' below riser top. Riser structure to be cleaned ifrJ h /
excess water above design surface no longer drains properly. \ / �1/<�, 34 \ �Qd SOGICP�PSE
3. Sediment to be removed from ditches and Gross -lined Channels v / j?�FL // ^2� PHASE r D.5X GRADE 32+75 J2X831 ��S1g�E SF0 P /
when they are approximately 50% filled or sediment level is / P S P•(t0� /
'th• 2' f t f ditch bank G
2.0'
WEIR
w'I2-0HI
4' -70"
PLAN VIEW
wi In o to o ! / 4P / \
_ U / DRAINAGE AREAS:
4. Sediment to be removed from behind the Silt Fence when it \ \ / \:A, 32 > r 7 � - - � r - - �4 � \ / DA AREA To " C., 110 1100
becomes 0.5' deep. Fencing to be repaired as needed to \ E / I- \ 20 / 1(10) ( ) Q(10) Q(100)
�/ / ll / I I I I I I I 0 0\ / 1 - 0.5 oc. 5 min. 0.75 7.0 10.0 2.6 cfs 3.7 cfs
maintain a barrier. \ 2 L
7 I I 4 I I \ 538 / it - 1.3 ac. 5 min. 0.75 7.0 10.0 6.8 cfs 9.8 cfs
5. All seeded areas shall be fertilized, mulched, and re -seeded \ ! 0 I 8 I 2 I I I I M 111 - 0.7 ac. 5 min. 0.75 7.0 10.0 3.7 cfs 5.2 cfs
as necessary, according to specifications provided, to \ FF ELEV =
\ / IA`, FFELEV= 2 AP
Y 9 P P \ F MAP I I I FF ELEV - 2 ® Pq BOOK / IV - 1.7 ac. 10 min. 0.75 5.5 8.5 7.0 cfs 10.8 cfs
maintain a suitable veaetative cover. \ / T <F p sot) J33 I I 3J,3 I I J I Gf ? �39 / V- 0 9 ac 5 min 0 75 7 0 100 4 7 f 6 7 f
UPDATED PLAN IMPERVIOUS AREA:
ORIGINAL PLAN IMPERVIOUS AREA:
BUILDINGS AND POOL HOUSE
✓14 UNITS O 1200 SF (INCLUDING GARAGE) = 16,800 SF
BUILDINGS AND POOL HOUSE
✓ 50 UNITS O 1350 SF (INCLUDING GARAGE) = 67,500 SF
✓40 UNITS O 1350 SF (INCLUDING GARAGE) = 54,000 SF
✓ 10 UNITS 2 1300 SF INCLUDING GARAGE) = 13,000 SF
4 UNITS 1J00 SF INCLUDING GARAGE) = 5,200 SF
SIDEWALKS ( ASSUME 15' X 3' EACH BLDG) = 2,700 SF
SIDEWALK( ASSUME 15' X J' EACH BLDG) = Z700 SF
POOLHOUSE AND CONC. DECK = 1,600 SF
POOLHOUSE AND CONC. DECK = 1,600 SF
= 80,300 SF
TOTAL = 84,800 SF
USE = 85, 000 SF
TOTAL
USE = 81,000 SF
PARKING AND ROADWAYS
70 OFFS TREE T SPACES O 9' X 18' = 11,340 SF
PARKING AND ROADWAYS
70 OFFSTRE£T SPACES O 9' X 18' = 11, 340 SF
OIV517E ROADWAY (1440 LF O 20') = 28,800 SF
ONSITE ROADWAY (1600 LF O 20') = J2,000 SF
PARKWAY, SOUTH HALF (865 LF O 11' ) = 9,515 SF
PARKWAY, SOUTH HALF (865 LF O it, ) = 9, 515 SF
ENTRANCE ROAD (I 10 LF O 30' ) = 3, 300 SF
ENTRANCE ROAD (1 10 LF O 30' ) = 3,300 SF
TOTAL = SZ955 SF
TOTAL = 56,155 SF
USE = 53,000 SF
USE = 56,200 SF
TOTAL IMPERVIOUS AREA = 13B4O00 SF = 3.2 ACRES
TOTAL IMPERVIOUS AREA = 137,200 SF = J. 15 ACRES
cs . cs
25$K 39 I I 33.3 I I I I F EV8 I $$ ��/ / VI - 1.5 ac. 8 min. 0.75 6.0 9.0 6.8 cfs 10.1 cfs
F3 y
\\ I I L--J L--J L--JDJ.
\ '- - DA/ EIPNOTE.'EIP \-- - -
-- - - - - - - - - -" - - - - - - - - - -S 73'28'16'V 377.28
THIS PLAN TO BE UTILIZED AND 7 RJ
REVIEWED ONLY IN CONJUNCTION 0' SETBACK FROM P.D.
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF
THIS EROSION AND SEDIMENT
CONTROL PLAN.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
" North Carolina Erosion and Sediment Control Planning and
Design Manual" , Section 6.11, latest version.
EL=30.0
4, EL= .
MIN.
1/2" PERFORATED EL=25.0
PVC W/ GRAVEL
AND FABRIC FILTER 4'x 4'Precost Co
ID BOTTOM u, S 7/ IEW
GRATE TOP
NOT TO SCALE
r 6"
c 2L 9.7
30'RCP
® a 799"'
V=8fps
OUTLET
PIPE _
RECEIVED
DEC 19 2003
30 15 0 30
ROJ # SL! I C1 U 9zo
SCALE IN FEET
SCALE. 1 " = 30'
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS & LAND PLANNERS
THE COTTON EXCHANGE 6
321 NORTH FRONT STREET
WILMI(A7
NOT FOR RECORDATION OR CONVEYANCE PHONE:
N.C. 28401
PHONE:: [phone]
DRAWING No. 2940pre-03 mj1,
F'KtLll`JI Iv F+,KY F'LF1N
: 08:18:29 12/17/2003

AS -BUILT SUMMARY,
DENR / DWO Stormwater Permit No. SWS
940820
POND SUMMARY:
STATE WATER QUALITY POND CONSIDERATIONSOn
Surface Area approved = 5,000 sf
.�
Surface Area provided = 5,070 sf
/
Storage Volume approved = 15,372 cf
/
Storage Volume provided = 18,300 cf
TOP OF STRUC7URE 29.92
4
57
Storage volume Drawdown T i me = 3 days
INK OF 30" PIPE 26.61
V42.
/
AS -BUILT AREAS:
W/ER CUT 29.50 /
INV 0" PVC ow 96. D6 ,/
EL27.0- 5070 sf
,
EL28- 6480 of
EL29- 8990 of
POND AS -BUILT
6
EL29.5= 102450 sf
State storage= 18,300 cf
Sv8 940820
SCALE, 1' = 20'
/ A� Itp
ORIFACE CALCULATION:
Average head from storage elevation to orifice
23
29.5-27.0/2= 1.25'
1-1/2' oriFace drain to draw -down pond,
0000,
32.7 7
TB 0
�
Orifice equotioni a = CA(2gh)^1/2
a = 0. 6(. 012)(64.4 X 1.25)^1/2
A
100,
= 0.065 cfs
T = 283,300 sec.
= 3 days
/
/
�GNDG f 6.38
1
:7
AS
-BUILT SUMMARY (02-15-02),
T2
ITEM
AS -BUILT
Ib V
1.
Impervious area permitted
145,000 sF
5,070 sf
/ /^�
2.
Normal pool surface area
3.
4.
Normal pool Surface Elevation
Pond depth <deepest point)
27.0 MSL, 01-13-05
9.2 feet
/
5.
Bottom elevation (deepest)
30. MSL
6.
Orifice elevation
0 MSL
27.0
AS- BUILT AREAS:
7,
8.
Weir elevation (State storage)
State storage volume
29.5 MSL
18,300 cf
EL27.0= 5070 sf
9.
she If
NA
EL29.5= 10250 sf
10.
1 O' access
NA
11.
Forebays
NA
12.
13,
Outlet elevation
Primary Spillway elevation
26,6 MSL
29.9 MSL
14.
Emergency Spillway elevation
29.9 MSL
15.
Embankment elevation
32.9 MSL
16,
17.
Side slopes (typical)
Orifice size
211 to 51 w/11-1/2'orlface
wwwwL
EXISTING o
PRIMARY SPILLWAY CK
ti
TRASH RACK
ti rWIN EXISTING "
�'4 X 38' HECMP CUL VERT o
EXISTING to W �j
29 92A EMERGENCY SPILLW4YS ti u
to
EXIST.
WEIR £L
= 2 9. 50
EXIST. I I EXISTING 30'RCP W
6'PVC -+-I 26V 95 I CXISTING
EXISTING II
iCH
L� TRUCTURE
EXISTING RETENTION POND OUTLET RISER DETAIL
00
NT9
LOT 15
MARWOOD ESTATES
MAP BOOK 34 PAGE 248
Ov
cV ty e
i ,Lv / �i/
MAINTENANCE PLAN .d�/
1. All measures to be inspected weekly and after any rainfall
event and needed repairs made immediately. CJ s
2. Sediment Basin to be cleaned out when the level of sediment
reaches 5.4' below water surface. Riser structure to be cleaned yT
if excess water above design surface no longer drains
properly.
3 All seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegetative cover.
VEGETATIVE PLAN -
1. Permanent vegetation to be established in accordance with
'North Carolina Erosion and Sediment Control Planning and
Design manual', Section 6. 11, latest version.
RECORD DRAWING FOR THE POND AT
WILLIAMS BURG PLACE
LOCATED IN HARNETT TOWNSHIP DM 01110 PW 94M
NEW HANOVER COUNTY, NORTH CAROLINA
'v,A .•'CARO
�R.�N•••••..�Iti' Ryals Investment LLC
RESSIQN 99 906 Bayshore Drive
SE AL ' ; Wilmington, NC 28411 626-4559
20007
HANOVER DESIGN SERVICES, P.A
tooraa H w�LAND SURVEYORS ENGINEERS & LAND PLANNERS
319 WALNUT STREET
PHONE:WILMINGTON,(91 N.C. 28401
dho 1 1 i sEhdsli l m. com PHONE: [phone]
2940pondssb2 Model (1): 10:46:38 02/11/2005
o�
o 7-- 0
2 (A.
4__
OX\
CONCRETE
CONTROL
MONUMENT
T 14
MOARWOOD ESTATES C�
MAP BOOK 34 PAGE 248 p
�0 �<1\
B1V 0
wv z° 10
16
wv �•�'
e
AN y<
7UP OF STRUCTURE 2R92
MN.or J0" PIPE' 26 81
BIER CUT 2A50
NV 0' PM 28.A'i ZI
B MAP BOOK
PAGE 310
C
7A i
Q Qi
D.te e-
1 ePC-5
COMMON
AREA
8B
/MAP BOOK 36
/PAGE 310
8A
0
ow-
j
3692
7
C
o
1
OP 1g 1� C\E N\GHw
A2�3"F N C, \12�3
N 6g' 26 g3 � o N 3„\? 55
o
<0Nv 20•p3
0 EP /
o� / 6 B
Gb / MAP BOOK 36
6 A PAGE 310
DRAINAGE
EASEMENT
o
' 1A
MAP BOOK 35
PAGE 315 /
1B
3B
�0 2 A \
o MAP BOOK 35 /\
PAGE 315 COMMON
2 B / AREA
/MAP BOOK 35
PAGE 315 <
3A
0
5A
MAP BOOK 36
PAGE 310
5B I
COMMON
AREA
8 Pic .00
S 66,\_ - - -_--/
--
�R��'Fla'q y OOOO'F J MAGEB067 36 1 OA
MAP BOOK 361 1 A 1 0B
_ PAGE 367
11 B
/l 46 �l to
/
\ " ,
44 47
/ 42 / F
48 /
\ l 40 i\2s o~ C04f, -4 l
NOTES \/ °� ��� )V A �,\
l This property is not located within a special Flood hazard /1/ /\ / d'/ 38 _-
Da(e:
2-11-05
Scats:
1'= 30'
Drawn:
DSH
chedked:
DSH
Project( No:
P940POND4SD2
Shoal No:
1
Of: l
i/
53.66
N 88'29'58"E
area according to Flood Insurance Rate Map Community Pone(
�3 O
\I l / h l
2"
k370168-0040D, ef'Fect/ve date April 15 1986.
8 „
Overa I l site area = 6.640 acres
W / / /
\
4p� is v / 36�2\6;----
30 15 0 30 60 90
`\ /
/
"=
__1/
34
SCALE IN FEET: 1 30'
o'o�cyiun�n'4 h rwora orrseou /If,n conAd, AN wifl or Ur � Sur far FnaNw, 4 P'oMNiaC Only 000" ea+. N Mg" W eN ddu noel, f�
mbkod NU IM oNyNd 0111I end o k+b two or as Sarnia' rr of wry Meat to conal,ra0 fo a me ena la a owI
CONSERVATION 4-,\ �/ %/ 32
EASEMENT
MAP BOOK 33 PAGE 306
12B
12A MAP BOOK 37 12C
PAGE 116
13A
\MAP BOOK 38
PAGE 227
13B \
4A 1
MAP BOOK 35 1
PAGE 315
4B
14A \
MAP BOOK 38 \
PAGE 227
14B
16A
15 A 0- V
MAP BOOK 38
".I P Br^K 38 ` PAGE 32
PAGE 322 (� Q
111
z. 16B
15 B z ``
CD
`-,� 16C
17 A � - z oy
-A �3
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