SW6090902_APPROVED PLANS_20091102

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

\-_----- --- i " - ' " `\ 1 ` 1 1 1 `\\ / _ - l yi. , ' _ i I ,i ; .
O 6 179 -----�--------- -'------- _ \ \ ` \\ 1 10 \ ` \ `���Q �k _ i___ -_ (' DRAWN BY:
------ --- zvl _ ; DAG
n 1003
%_ 1 .\` N, \\\ 1 r\ 1 , 1 ,/ +00 Z✓` 15 R `\ \� \ CHECKED BY:
` 1 UB`IC
•7p
RpAD -\ \ \1 1 1 1 ;� "`MIDGE RO D I ` ; III; REVISED: R
�- Cry wI gym\ `Fi
77---------�If?-y___ . �6 PUJIDeRLAND off` W Z\\ , i \ \\ 1 j11
1 1 1
1
1 _ \ 1 / / j .01.09 STORMWa
,/ P l- I, 1 0� ' t I I I 111 O 1 N RM PEE
EIR ■ N 'IT04 44 E \ \ \ - ' /
PIS
W I `\\ / \`\ 1 `\ I �' 1`
Og8.33 - - - - - - - \ _ _ $ 80• \ ` CAM EN WOdq,\ I 11 / / / y\\\ / _ __19' I O 1 ` -
I I
_ _ , \ 1 1
_ - - - _ 44'28` E \ SU�IVISION \ 1\ 1 I 1 1 / '---- n 1 I- ---
�____o \ \ _ --351.6I_ _ \'_ _ ` SEC777777tON ONE `\ �I 1 12 ! I I 1 / S / � - - I -�--------------- -- ' � �I mi i �'---------------------------------- nr�
\ \ _ _ 'N \\ I PB 11�`PG 90 `\; 1\ 1 I \� I 1 1 1 , 11 / / �-E_ /__-'_______- _ \i� 1 I 1 �I �i `\ i t 1' o�
30\ \PIEDMONT VAT �\ \� \ EI 0.62' ```\ JI `\a _ _ - _ 1 \ 1 11 1 / / / 2 � / - -_ _ 1 ` ZiI o° `\\ 1 / �I `I N
IN
E R \ \ \ _ \ \ _ _ - URAL GAS ESMT. _ 76.8 \ \ \\7Y, \`IR \`` UTILITY ESM11 _ - �`-11 J\ %_"� - / / �5 ` 11 L�--_� mil iI IIII '------------------------ ---- rt �} J % �� Ud
\ \ \ \ \ \\ \ `�` \`. \T I /�� 1 ' ____-_______oli
00-
\ / 1 7
437.02' \ \ \ \\\ \�\ \ \ / / ` -- - / 11I �� 1----------- ,1�I- IIi i I N , it Q ,/ ; ["'� m
N 804421` W \ \ \`' \. \ _ 78-0 -------- - =� _ 1 �8 / I ,r I ;i 21 1 %lt
ad
\ \ \ \ \ \ \ \ IN
76.8 ` .\ \ \ \ - - 80'44'15" E -` 92' 1 C MDEN = m '-
\ \ EIR �\ \ \ LIJ �AMRDt WOOD �
\ \ 79 0 I S B{iIVE N I ; m SUBDtdl$ION
\ 1 `` I -''L N NE1, I ` -r. ' 1 J a PB 1115 PG 90 ----�
\ gyp. \\ \ \ \ ' PB11-SECT15 P 90 Ii I I i 'I_j - I 70
\ ----
\ \ oL�\ \ \ \ \\ 77.1 \__ --- 664. 8. F � TOP: 77.4 I CAMDEN ON rn�
EXIST CB IrEXIST CB
\ \ \ 2 0 78.0 - 21 --- - 98' TOP: 172 7fi �r IST r 0 I
SUBDIVISION
\ \ ---' 18' SECTION TWO 7 ll
\ Q� \ \ \ \ \ \ \ - _ 2 R P - - - _ - 20' DRAINAGE_EASEMENi PB 117, PG 41 F� an
\ try \ 76.3 \ \ 77.8 004.p8' OF EXIST 18' RCP ® 0.70X
\ d \ \ \\ \ \ __'J r -__
\ \ � \ \ J� 2 3 ____ --- _ _ _ _ -_-------_____ _ _ _= W
IN
N, \ \ \`� �� \ \ STA 4+52.78 R `` 1 �`-- ---- 1 !_V
\ N, \ \ P. \ PROP CB #1 75.8 I
\ \ 76.3 -- -©--- --------- T�P__U7,2O---------- ------ t
G 76.077.3 O 1 ntOi o
19 \ \ �� �0 76.2'�/ -- I---_ _ --- ---- 76.6 6.9
\ \IN
, �� 76.5 1� - - -
_ \ \ _
\ 5.9 \ - \----- )100 X CD
\ N, /; ' \ \\ 17B 5 �VgCP - \ PROR.CB �4 R `
\ X \ \\ 24'-18' CLV\ `\ \ TOP: 17533'--__ l
\ 75.7 RCP @ 0.30% \ \ 172.17 __
\ ' / ``s$a \ \ \ \ \ \ O CAMDEN WOOD ' 3�
q � �� O'.ce, a,� \ \ \ STA 4+52.78 L \\ STA 3+ .63
y \ PROP 13 \ \ e j r SUBDIVISION \. o
\ o�4iF d N. \\ PROP CB 2 \ ;TOP: 6.21 \ SECTION TWO
� b \ •v cc2a"F , �x TOP: 177.20 4NV: 2.69
\ INV: 173.04 \ \ PB 117, PG 41 Ln
2 ,Q, N, \ \ x ---
,-75.6 A 2+55.33 Y� 76.0 -
oo. \ 75.9 ROD CB #5 O
'�6 \ TOP: 175.23 ! !d ADDITION OF EASEMENT LOTS 31&32 - - U
N, 75.9 \\ \ \\ \
\ G 4 24 INV:I171172.10 �. 76.2
\�� 24 INV: 171.47 O/, STA 0+69.83 R STA 3+51.g0 -CAMDEN WOOD SUBDIVISION, SECTION TWO 1 J w
\ \ \\ EE \ \ C� PROP CB 6 PROP Co P8 -- ------ ---PB 1_1_8, PG 67 17 a
\ P: 171.11 9 ccY in 6 0 0
O g \ --- ---- 170.89 -
' \ \ �' \ `\ 76.0 - 'D \ 24 INV: 170.26 -
2 5
�\ O I / 18 i \ \ \\ oa \ 75.6
,� ♦ R(A] EASE MENT / ow / / \ \ \ \\ \ �o� \ \ o I RISER (30 (---- IR - 20 11TWiK c4ry �J
♦ ED LINE ; i O 75.2 \ \ \ s \ \ ^RIB C{R 51_t71.15__ - _ E4SEb1€NL__ % F-t
'Sh ♦ \ / \ \ 75.5 STA 0+69.83 ® �/ NV: -_---- -- _ - ,_ 'E
a / a BARREL I 168.50
12 y ?0�6 ♦ ♦ ♦ \Za \ I i U o /✓ / 1 \ \ \ \ N", \PRO \ 1 TOP
173.58 syJ RAINACE EAt EMEtQ _ '
18' INV: 170.80 0 \ F�1
DO i �. \ o. \ \ 24' INV: 170.80 o n O ♦ Ham. 1NE /� 1 1
m _ 75.0 \ \ ®� A
���:(/ v ♦ ♦ \ j i w ° ;1 i \ / rtg� / \ °r \ /- PROP 7$.® � GO \ v ---� /,----- �4 I l
y0 ♦ ♦ i / /`G / 7°a6 \ \ \ \�O \ 'yy TOP: 173.9 '". - �7
a = ' RE
/ �4 \ 74.1 \S �� \\ AR, // \` NV: t 7 • • ♦ COMBINATION OF LOTS 32 - 36 i ; W
, \/�G / \ \ \ \a \\ r !\ 74.7 33.86'CQ18'CoV o ♦ " CAMDEN WOOD SUBDIVISION, SECTION TWO
7 ' i / '�_�' `` \'L N, 2' ACP 0.50,E F, ' v 1
70.2 ' / w / / \ \ \ 9a 1 n\\ ly `�V \ \ STA 3+54.60 PB 121_PG 3151------------- ]i I
\ \ \ PROP CB ,0 ---
3 I !g
\TOP: 173.83 A p
-� \ `\ 74.2 \ \ \ X P OF
` ` \�'�'---"�\ __-' / MAIN POOL OFF- 2`--
18" INV: 170.26 ON R _ r r
-. `\ \ \ \P�aP /Y\\ V 74.9 \ 74.5 fit( F PR02'JB`_- - - ' 17
\ \` ' ! I 0 /\ \1 / \ \ OM W(�TLANDS
16
192� -� / / \ '\ `, I ; 1, `\ ` . / . J42P Iriv 2 i�s:6a
45 \ \ ` Q` ,
Sl°5i \ i ` . `�✓ \ \ 11 \\ e 175
s \ \ / \ 73 \ 74.3 \ �jo 74.1 \ \ Fik / W
/ ♦ \ \ \ ` Z
�c'• ! 4' .I . � BAY / ' ✓ \ r M•�
/ / / 69.3 \,` \ 173.9 \ \\ m FOP ®boll� /r N, %
'\ O WETLANDS \\ /`\ / `�71.9 \ \i\ \ $TMii 1 F Ei,\ i % . ' _ v \i I�O.n r /' I �1 O
d" w % \ 12 , MCI
�\� ,\ o- \ ,j? \, / INV: 168434 73.8 - _ /
DRa1NAGE EASEMENT •y0 �` \ `, \ \�` \`• "\ _ - -` `1r / 4 - ; ;\ ;
(DASHED LINE) \ \ \ ♦ \``�\ `\ \� O / i-- -
/ WETLANDS532-30"` STMH a '- __-'' // ' / \q® O
@0.8%RCP INV'167.91 ij./ ______-_ i \ %• ,! % ' r,
WET DETENTION BASIN 5ti (MENT- --- /"� ------------ - - _$; 20- _ N
I `. ` N. �\ \ �` \\ . d .� 1 O ED_U ' i i / \ -e,-��N' EASEMENT 1 I V 1
` ` 68.3 \ c� c` i i , ' IST JB' , r 102.01'
I \ \ \ \ \ \ \\ \ \` \ cn 73.3 \ �\ / / . /' 33.0'-30" RCP ,��%'� EXIST TOP: 172.88 RIP RAP #2 68.1 , 1 1
DRAINAGE EASEMENT ` \ ` `� o�� '� `'�� ; @ D BD% / ; 3 . S EXTST 4. INV: 166.06 dw = = 36.79 GF8 PROP
I.0 % _ - 42' RCP 00.30%-�
\ \ . cn \ . / , // , d5D = B" ( 1 42` INV: 166. 5
7 167.65 14
`I `\ \\ \ �. `\�\ ` ` ` o \ \ �'� 72 '\y' dMAx = 12" 1 I I 1 1
` `�`N �\ \o \ y%�� -1. , / .` / \y. ` / i 69.5
n t ``� \\`\ WETL�ANDwJ \` `` ` \\ \ �\` VI \ `\\ \' . / / ,' r
SCALE 1 = 60 ' f%'/, / WET�AN4iS APRON THICKNESS 8
` \ \ \� \ `� �`�. \ \. \ `\ d\'� ` \ /' /, , \ APRON LENGTH
/ r , PROPOSED l I
\ \ 65.6 > , / JUNCTION OX-------- I I
/ , I APRON WIDTH AT ET, = 7. Q
`\ \ \�`.` . \ .\ /!'' ,. i /r / , 1 \ TOP: 1I4. O\`
TIE LINE ` \ \ \ \ \, ` \ \ \ \ \ \ / r ( r I \ 69.0 18` 24 INk 170.13 ,APRON WIDTH AT D j8.5'
8V 6'41' W \I II \` `\\. \ \ \` \ \ // / '\ i li' / \ NV OUT: 169.13 PP\E OUTLET - 30 P 110.80% I w
299. _ _ \ \ 72.3 4 ! \ /
\ k \ ; ' r� I ---- COMBI TION`OF LOTS 32•- 36 ' 1
--- EIR \ \ / ' /, I \ - lISE P,LASS B S R a
1 I \i `\ \ `� `\ \ \ \ / jL/ \ . 1 i i I i r \ / _ \` `I iiA\MDEN OOD $UBDIVIS\ N, $ECTI \TWO ' ' - I
1 ----
� I I I 1 1 I 73.4 / r l l r
"ART D. Mc / 70.2 '\ \ ' / \ FIB 1 PG / I
IfA I ,� �
3986 , PG. w 1 \ \ O / i \ \ 1 , r , \ \ \ \
00 `\ `I 1 t II 1 1 n \ `\ \ I1 \I ``�
\ ' i
IN
�- \�\ \\ ` ` APCO J@u`1„>P}j''h.a ��7't i iz Documents r/
LEGEND ..:
299. 0 1 I I ' ' ` 1 ` ` \ \ /� ' / i j ' \ �`. `� �`� C Rgtruchcr 1.' a� resnce y :'` �rl
- - _ _96' I i I I ( I I \ I 2.0 O , \ , ` r' 1 t :\�ese documents is `4
EXISTING STORM DRAINAGE ---------- I 1 1 , ' r I I I \ 1 \ /, ' / i --------
requi;bd `� \ ` ``\ requirLd by the st m r r
�_ 2 1 I 1 / ' / , / . ' ' ' / ' ` ♦ \` ` 36 \` D,RYil..iy0 h Carol!ne
PROPOSED STORM DRAINAGE -t� -� -m - N 81'S7 '- _ I I ' \ ; '/ % y \ ' / roles requAe haft e^IOr
57 W / h \eer sY (n designer
/ . ' , , / , . V\ ♦ ♦ \ t`N t durin v0 GOD ORDItj� with the
- _ _ 1 I I 1 I ( I 1 I , 1 `I . . . /' , , `! . PeC I Ubw" ,
EX. CONC. MON.� PROPERTY CDR.: .ECM ''
EXISTING PROPERTY LINES: - - - - - - TlE LINE _ _ \ \ / / I pets; n
EIP/EIS , ' 1 I I I I 1 I \ ` ` . ' . 1 ' . / . ' ' . . ' \ \ ` ` \ \``� \ sl
EXISTING R W BOUNDARY: ---- i D D
I I I ,' .' i' I / ' /' ' / ♦ A Poland rrUleS. iJA T�t+F CG.fi
/ i � WET AIfDSr ` �\ \ \ � \ , , \\ / WETLANDS /: � \� \,� / / -_�_ `\ ` ` \ �-`I''� P17an ewith the
PROPOSED PROPERTY LINES: EI I \ \ `WETLA S D
EIR I I I I I I I 65.3 \ , ,/� / / , , , / \ `
PROPOSED R/W BOUNDARY: i 11 I 1r / / \ b I U))
\ \ ``� / i ' \ 1 / . , / / , . . � ♦ NTi �``@roll 3 O Q% �� ate
PROPOSED DRAINAGE EASEMENT: ■ ■ ■ ■ ■ \ \ 5 \ \ / , / / /' %/ /' \ / ' ; ' \ \ Dy _ u DI Sion at Water Qu Iffy
1 i ` `I ` \ \• 72.0 / ' _ J ' ,(, \ `� `� \ �•\ ` 9heet7A , __ Revisio Date / / o)!
EXISTING SPOT ELEVATIONS: 74.3 1 -- .5 -- / ' - I IN,
Z
I \ \ .I ` \ \ / / / X \` N, \ .\
/' ' , . , , EIR I
. . / ``�` I _
\ 967.9 i / \ \ _ \ PROPOSED TOPIC ELEVATIONS: \ \ \ \ \ \ / / 21
-
1 \ \ I \ \ I I \ . \ \ \ / . . . / , . / i \ \
I \ . \ �_________��' ,
PROPOSED RIP -RAP:
LIMITS OF DRAINAGE BASIN: \ \ I 1 ` \\ \\ \ \ / \ \ \ �1t
\ \ i . / . . . , i . / . / / . i \ 1 \ \ ♦ ♦ iJ- (per II
IN
N - I \ \--------- N,1 I IN
� �.
°+o to CA.--� 61 BLT'EN pi \ 40 ; ' ,% j t\ �� ; ; \ 3 ` \ \ ' 1 ` � G
,gyp 7 `\De. 4DIX0'S HEIRS '/- / �' WETLANDS Q ' / : : 1� 1\� ; \ �a \ \ `� \ `.`5' 12908 ��b?t
6'S(�Cp� �% :' 1 \ To L GAS \ \ \ PSAM G �� �,r fn
CNdDEN SR 1003 ? .� --__ - -�,- 4 CAUTION LOCATED
�(�; ^ ^� \ \ \ a. ' EIP I`\ �\ \ `` B. 81 ,H••P' ���.
R CAMDEN WOOD SUBDIVISION SECTION 3 6 FTHE ROM IFELD SURVEY NFORIMATION ANDXSTNG DRAWINGS. ^ ' ` ` \ ` L] \
\ THE ENGINEER/SURVEYOR MAKES NO GUARANTEE THAT THE ,II/IltirM�L`-
UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN GRAPHIC SCALE
IN THE ENGINEERI
ARRANT
CA '-I E-gyy"'
"
ZERO LOT LINE SURVEYAEITHER
SURVEYOR FURTHER DOES NOT WARRANT THAT THE ALL DISTURBED AREAS AND PARTICULARLY EXPOSED SLOPES, WILL, WITHIN 21 CALENDAR DAYS OF COMPLETIONOF ANY
HER WES NOT H
,T _
U
UNDERGROUND UTILITIES SHOWN ARE N THE EXACT LOCATION PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER DEVICES,
INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED 50 0 25 50 100 200
AS ACCURATELY AS POSSIBLE FROM OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PERMANENT GROUND COVER TO RESTRAIN EROSION FOR \LL
PROPERTY OF: CAMDEN VENTURES, LLC SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND DISTURBED AREAS MUST BE ACCOMPLISHED WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS
SHEET 2A
SITE
UTILITIES FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER PERIOD IS SHORTER, EXCEPT AS PROVIDED
ROCKFISH TOWNSHIP CUMBERLAND COUNTY IN 15A NCAC 4B.0124(e)(PER GENERAL STATUTE 113A.57 PARAGRAPH (2) & (3)).
BEFORE YOU DIG ( IN FEET)
OF 8
VICINITY MAP (NTS)
CALL 48 HOURS
ONEGLL CENTER. INC IY UDIGI 1 inch = 50 ft.
JUNE 2006 NORTH CAROLINA ONIECALCENTER. INC Y00EISU

176.2 /
STA 0+69.83 R STA 3+51. 0 /
PROP CB #6 PROP CB v o __------------
P: 173.58 TOP: 173. 3 _
170.89 24" INV: 170.26 - __---- 175.76 r;
cA -"- to
175.61 / I
RISER (30' I EIR
�p RISER CRESST: 171.15 __
STA 0+69.83 U �' f t: {TV )-------
PROP CB #7 T2�yy'� BARREL INV: 168.50
TOP: 173.58 �r�\ Lp- / �: �S \ I
18 INV: 170.80 ��'� o� NT DRAINAGE EA�EMENI _
24" INV: 170.80 o s\ �� 0 QS[�ASbED1�TNE) --
STA 1�7/.3.P4 l� 1/00 O -
PROP C 9
TOP: 173.9
INV: 17 5
3.86-18" CLV `J" ADS •
:CP @ 0.50% CAM[
Ix • �
�""X/
74.5
FOREBAY
' sd
UFS1-MH #1
P: 174.5 sd
168.34 173.8 S
PROP STMH2r ,
TOP: ,17-4�5-
INV:' 167.91
AINAG,�--€A EMENT ,
(DA5fiED�LJEIQ_------
/ 33.0'-30„ RCP
@ 0.80% �r /
/
MAIN POOL
a
_
IST Er
EXI,ST'TOP: 172.88 168.18
R EXIST 42" INV: 166.06
167.65
WETLANI's \ 16R58
PROPOSED
165.6 > ; �� / I JUNCTIONTnp
PERMANENTPERMANENT POND PLAN
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
16'
(EXTEND TO BOTTOM OF FOREBAY))
USE CLASS B STONE
VELOCITY DISSIPATER
AT POND INLET, 24" RCP
RIP -RAP
NOT TO SCALE
I 10'
I (EXTEND TO BOTTOM OF FOREBAY)
USE CLASS A 51 ONE
VELOCITY DISSIPATER
AT POND OUTLET, 18" RCP
RIP -RAP
NOT TO SCALE
EIR
PROQ,JT-
TOP: 172.00
42" INV: 16
0 ;
'69.8
/
l
1 i
PROP J8
/
TOP: 1 V5
1tt
j
42" INU:
t
1 /
1 (
1
�
I
1 �
I
� �
RIP RAP
QI.Ll= 20.29 CFS
dm=8"
d. = 12'
APRON THICKNESS = 18"
APRON LENGTH = 16'
APRON WIDTH AT OUTLET = 6'
APRON WIDTH AT END = 18'
PIPE OUTLET - 24" RCP @ 0.80 %
USE CLASS A STONE
RIP RAP
QNIL= 9.42 CFS
dm=4"
d. = 6"
APRON THICKNESS = 9"
APRON LENGTH = 10'
APRON WIDTH AT OUTLET =4.5'
APRON WIDTH AT END = 11.5'
PIPE OUTLET - 18' RCP @ 0.80%
USE CLASS A STONE
180 18(
175
17,
MAIN
ENAN
E AC
ESS
174
50
MAINrENANCE
A
CESS
174.50
EMERGENCY'S
ILLW
CR
ST: 172.50
25 Y
AR/5
MIN
SE
71.4
7
FIT
I
T
D
70
10 Y
R 5
MIN
SE
71.4
RIP-
AP LI
A
ER
I
S OF
1 7C
�Q
TEMPOR
RY POOL
T
P 1
9.67
F
EBA
BER
T MPDRAW
POO
TQE
169.P7
PER
ANEN
PO
L TO
16900
ERMA
ENT
POOL
TOP
69.0
T
Ic
17
EST 169.0
.15
FILTERFABRIC
ALONGBASEAN
RIP -[AP
LNER
STALL
SIDS
D
OF
F
�
-
165
16`
�"ELE\ATION
VIENT,
R M
A
163.
1LF(j
BO
EBAY
70M
_
162.5
J
SEDI
ENT
EMO
L
ELEV
ION
162.5
%__MAIN
30
PON
OM 1
1.5
60
16C
55
15�
0 1 2
PERMANENT POND PROFILE
SCALE: HORIZ: 1" = 20'
VERT: 1 " = 2'
4-PVC SCREW
TYPE _.
TEMPORARY POOL ELEV.
4" PVC
e PERMANENT POOL ELEV.
4- PVC CAP W
1.5 DIA DRiL to HULL
DRAWDCWN ORIFICE DETAIL
N. T. S.
TOP
1.5" DIA.
DRAWDOWN
GATE STEM
ALUMNUM
)MB. ANTI VORTEX DEVICE
AND TRASH RACK
RISER TOP ELEV. = 171.15
INV 168.50
/30" RISER EMBEDED IN ANTI -FLOTATION DEVICE (6")
V X 5' DIA CONC. ANTI -FLOTATION DEVICE
8" CORRUGATED ALUMINUM POND DRAIN W/ SLUICE GATE
INSTALL TEMPORARY SEDIMENT FILTER OF WASHED STONE TO A
HEIGHT OF 2' OVER THE POND DRAIN. WRAP POND DRAIN WITH
WITH WOVEN FILTER FABRIC AND OPEN VALVE TO OEWATER BASIN.
REPLACE STONE FILTER AS NEEDED TO ENSURE PROPER FILTERING.
RISER DETAIL
N. T. S.
NOTE:
LINE PASS -THROUGH WITH CLASS B STONE.
STONE THICKNESS IS 18" ALONG BOTTOM
AND SIDES OF WEIR EARTHEN BERM
FOREBAY SIDE SLOPES 2 : 1
10, MAIN POND SIDE SLOPES 3 : 1
FOREBAY BERM DETAIL
N. T. S.
NOTE:
WEIR LINED WITH CLASS B STONE
STONE THICKNESS IS 18" ALONG BOTTOM
AND SIDES OF WEIR
10'
25 YEAR, 5 MIN STORM
TOP ELEV: 174.50
M)( 4T)% OVERFLOW ELEV: 172.50
DRAWN BY:
DAG
CHECKED BY:
HHA
O
Z o
?� N
0
x .=
a
U
0
J
1i
v0i O
W,
C
z
J
0
J
F--1
��
N
Approvod St-nnwater Permit Docum
is
Constructiur: in 6ccord-arice vjji
.n these d°cum
is Is
required by the StormWi7G:r r-:rmll.
North Caro
a
rules require [het the ct rm
r system dest
er
Inspect during con 1r ,;, ,
c . y conformity
ith the
plans and spacs, and-,
plisnce with t
stormwaterrules (15A Ni;GI
1009(j))
Permit# S11110 0902-
y 0 L_
vision of Wat
Quay
Sheet#_7.J3 $ -
�a�slon Date-
r
12908
ti94 'UG/NEF
QV......
EMERGENCY OVERFLOW DETAIL' EY
N. T. S.
J_
Q
w
0
SHEET 28
OF 8

DRAWN BY:
DAG
CHECKED BY:
1 N
C R� /r b
v �� ro0 HHA
CAMDEN ROAD SR 1003 - T '( lQ / / `b ' / , , , _ 181
� U j J ^ 1 ,�i
1 \ 1 �-
1 1 � \ I REVISED:
'91:1
10:01.09 SIO ATER
\ �� �- \ 18 1 �-WOO
181 \1 r3
SITE \ C-- 2�"�"�� \11 1 MQ
coo
VICINITY MAP (NTS) -"O `3 6
1003
� O V9
// \-h__i-'\\ \i. \ 1 \1 1 \, \ � • ^
• R_, ems'' , \ \ \ ,�1 1�\ 1 1 EX ,
178 \ \ \ 1 II P, - Ap VB`1 `111,; 1
C' 1\ 1 \ I V Zo
i CO \ � \ \ ,1�1 \ I / _- �, ^1R,DG `, 1 1, , �I \1 T /, •.^-r
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\ \ \ / / / / , / ,/ / // // \// f'rs1,1 Docum\ n
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regw by e sjorm La er c fit. North Carolina
esrm,-Asyslem deslgher
{ k �' / \ \\\\ \ \\ \ \ ---4�� kspect durin, nJtrlu,t' r., -y conformity Wit he Z
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12908
CAMDEN WOOD SUBDIVISION SECTION 3 \\\
ZERO LOT LINE ''.'��eY H• P�.`�
GhAPHLC SE -ALE ICAD FILE:
PROPERTY PROPERTY OF: CAMDEN VENTURES, LLC \ 60 0 30 60 1T0 T40
PMERSPACE - Dran Area
ROCKFISH TOWNSHIP CUMBERLAND COUNTY
JUNE 2006 NORTH CAROLINA
( IN FEET )
1 inch = 60 ft
SHEET 2-C
OF 8

o%\
174
ALL OTHER DISTURBED AREAS CTYP.\
---------------------------- - ----�%
----------------->--
r--------
GRASSING SGHEDULE
Install Centipede seed between April 15 and June 15.
Install Gentipede sod between June 15 and August 15.
If temporary seeding is required in order to stabilize
the area prior to permanent grassing, follow the
following schedule. For all seeding, follow preparation,
mulching, and watering guidelines noted herein.
December 1 - April 15:
120#/acre Rye Grain
50#/acre Kobe Lespedeza
April 15 - August 15:
40#/acre German Millet
August 15 - December 30:
120#/acre Rye Grain
�1
/ "------------------- - , \
/ ""- -
\ / I
\ / I
P "
y� y%
� r'
oil Nv
---
-- ;
-----------------
----
------------------ ST TO.Fyf` 172.88
EXIST,-42 INV: 166.40
/
PLANTING SUMMARY
Deep
Shallow
Total
Forebay Shelf Area
204
2.01G
2.220 sf
Wet Detention Shelf Area
2.017
2,230
4.247 of
Total Shelf Area
2.221
4,24G
GAG7 sf
Minimum Required Shelf Plantings:
Shallow Water Emergent
C2,221
/ 200) x
50 = 555
Shallow Land Herbaceous
C4.24G
/ 200) x
50 = 1.OG2
TOTAL
1.G17 Plants
20 10 0 20 40
EIR
PROP
1
42" IN
�
r
I
' %'\
�
/
\
C, r
�
OC
Co
i
O ,
/
BOTANICAL
COMMON
SIZE/ROOT
Spacing
-�
Water Depth
below PPE*
Nursery Source
CITY
Trees
---- --
---------
-
Taxodium distichum ^_
Bald Cypress
2.0 cal
as shown
-
Shallow Water Emergent --
----- - ------
-- -
Acores calamus
Sweet Flag
2.5' plug
2' - 3'
1" - 12"
Mellow Marsh Farm
ill
Ins virginica
Blue Flag Iris
2.5" plug
2'-3-
1" - 12"
Mellow Marsh Farm
ill
Juncus effusus
Soft Rush
2.5" plug
2'- 3'
1"-6"
Mellow Marsh Farm
ill
Pontederia cordata
Pickerelweed
2.5" plug
2' - 3'
111-6"
Mellow Marsh Farm
111
Schoenoplectus tabenaemontani
Soft Stem Bulmash
2.5" plug
2'-3-
2"-12"
Mellow Marsh Farm
ill
TOTAL
555
Shallow Land Herbaceous
Hibiscus mosheutos
Marsh Hibiscus
2.5" plug
3'
above PPE
Mellow Marsh Farm
161
Chelone glabra
White Turtlehead
2.5" plug
3'
above PPE
Mellow Marsh Farm
161
Eupatorium fistulosus
Joe Pye Weed
2.5" plug
3'
2'
2' _
above PPE
Mellow Marsh Farm
200
200
340
Carex crinita
Fringed Carex
2.5" plug
above PPE
Mellow Marsh Farm
Carex grayi
_
Gray's Carex
2.5" plug
above PPE
Mellow h F Marsarm
TOTAL
1062
PRO
TOP:
up
PLANTING NOTES
1. Commence preparation for plantings after stabilization of the basin's embankment and slopes and stabilization of disturbed areas in the basin's
drainage area. Schedule work to install plantings within the following time periods:
Tree and shrub plantings: October 15 to March 1.
Wetland emergent plantings: April 1 to July 15.
2. Drain the basin to below the planting area. Allow areas to be planted to dry prior to soil preparation. Control water level to below planting
area throughout planting proceedures.
3. Obtain NGDA soils test for areas to be planted.
4. Till planting areas above the 1G8.5 contour to minimum depth of G". Incorporate lime as required to achieve soil pH between 5.5 and G.5. Fully
incorporate a 4" layer of Grade 'A' compost to a depth of G". Re -compact area using cultipacker roller.
5. Stake the Shallow Water planting area C1GB.5 and 1G9.0 contours) using different color stakes at 50 ft. intervals. Mark surveyed contour lines
on the record plan.
G. Plant shallow water emergent plants within the staked shallow water planting areas. Plant shallow land herbaceous plants in the shallow land planting
area Cbetween contours 1G9.0 and 1G9.5) as noted on plan. Mix applicable species throughout each area. planting 8 to 15 plants of one species
together typically. spaced as noted for each species on the plant list. Plant Joe-Pye Weed and Mallows in groups of 5-10 Cone species per
group.
7. Secure the root mass of plantings in Shallow Land areas with landscape staples.
8. Mulch Shallow Land planting areas Cbetween contours 1G9.0 and 1G9.5) with a 3" thick layer of double -shredded hardwood mulch. Secure mulch
with lightweight geo net. equal to Radix by Tenax Group. Secure netting to the ground with sod staples 4' O.G.
9. Water plantings immediately after planting and continue watering as necessary to keep planting areas moist until basin water level reaches
permanent pool elevation.
10. Close the outlet valve immediately after completion of planting. Control the water level for six weeks after planting to minimize flooding above
the permanent pool level.
MAINTENANCE OF SODDED AND PLANTED AREAS - FIRST TWO YEARS
A- Site Reviews: Review the site every week for the first two months during the grow -in period to insure that the vegetative cover is
establishing and to correct any interim erosion control issues that may arise. After the first two months, review the site on a monthly basis.
B. Mowing: Mow grassed areas every 2-3 weeks during the growing season
G. Mulching: Maintain mulches at the specified depth. C3" ). Repair small eroded areas by re -grading and mulching per the original specifications. If
areas continue to erode. take additional erosion control measures to remedy the issue. These may include the use of erosion control blankets
or redirecting concentrated flows.
E. Watering: Soil moisture is critical during the grow -in period. Adequate water during the first months of establishment is most critical- Water
grassed areas and plantings as needed during the first two months to insure proper rooting. After the initial establishment, monitor soil
conditions often and water during droughty periods when the plantings show the first signs of wilt C51ight off-color.
F. Control of Weeds and Invasives: Competition from invasive species can be detrimental to the establishment of the permanent cover crop and
plantings. Left unchecked, these invasives can undermine a revegetation process in a short period of time. Observe the site monthly for
the appearance of invasive species and treat these with appropriate cultural practices and with the use of seasonally appropriate and
site -appropriate herbicides as soon as they appear.
G. Plantings: Water and mulch plantings and control invasives in planting areas as described above. During the early stages of wetland planting
installation and growth. it will be necessary to carefully monitor the normal water surface elevation and make adjustments at the riser
structure as required to help establish the growth. Maintain herbaceous emergent plants Cwetland planting) densities by replanting bare areas
as needed.
Trees. shrubs and other landscape vegetation should be permitted only as shown on the approved planting plan.
H. Warranty: Warrant all plantings for a period of two years. At the end of two years, the herbaceous emergent plants should cover
approximately 70X of the planted shelf. If coverage is less than 70X. add additional plants per the original plant list to achieve this coverage.
All woody plants should be in a healthy. thriving condition, or be replaced with plants sized as the plants of the same species that are
thriving. All replacement plants are to be warranted for an additionalk year and be subject to all conditions of this warranty.
NOTES:
1. Water well immediately after planting, even if it is raining. Monitor the moisture in the
root ball with a soil probe throughout the establishment period.
2.5take trees only upon the approval of the Landscape Architect. See Tree Staking
detail.
3.Do not wrap trunks with tree wrap.
4. Do not heavily prune the tree at planting. Prune only crossover limbs, co -dominant
leaders, and broken or dead branches. Some interior twigs and lateral branches may
be pruned; however, do not remove the terminal buds of branches that extend to the
edge of the crown.
5. This detail assumes that the planting space is larger than Bft. square, open to the sky,
and not covered by any paving or grating.
G.5ee specifications for additional information. DEVELOPED DOMINANT CENTRAL
LEADER WITH A UNIFORM
DISTRIBUTION OF BRANCHES
PLANT THE TREE SUCH THAT
THE TRUNK FLARE 15 VISIBLE
AT THE TOP Of THE ROOT
BALL. TREES WITHOUT A
VISIBLE TRUNK FLARE SHALL
BE REJECTED. DO NOT
COVER THE TOP OF THE
ROOT BALL WITH SOIL.
SET THE TOP OF THE ROOT
BALL 2-3 IN. ABOVE THE
FINISHED GRADE. IF SURFACE
DRAINAGE OR SUBDRAINAGE
REMOVE ALL BURLAP, TWINE, IS INADEQUATE, SET THE
WIRE, ROPE AND STRAPS ROOT BALL HIGHER WITH
FROM UPPER HALF OF THE APPROVAL OF OWNER'S
ROOT BALL. IF THE TREE REPRESENTATIVE.
HAS A WIRE BASKET AROUND BUILD A 2 IN. HIGH EARTH
THE ROOT BALL, GUT THE SAUCER BEYOND THE EDGE
WIRE BASKET IN FOUR OF THE ROOT BALL.
PLACES AND FOLD DOWN.
DRESS WITH 2 IN. OF MULCH AS
SPECIFIED. DO NOT PLACE MULCH
GUT BED EDGE CLOSER THAN 3 IN. TO THE TRUNK.
1:1 SLOPE ON SIDES
OF PLANTING HOLE.
2 X ROOT BALL DIA.
_ ROOT ESTABLISHMENT
ZONE
TAMP SOIL AROUND ROOT BALL BASE
FIRMLY WITH FOOT PRESSURE 50
THAT ROOT BALL DOES NOT SHIFT.
PI AGE ROOT BALL ON FIRM
UNEXGAVATED OR TAMPED SOIL.
WHEN PERG TESTS INDICATE INSUFFICIENT
DRAINAGE FROM THE PLANTING HOLE; INSTALL
A G IN. 'TERRAFLOW' COR EQUAL)
CORRUGATED STRIP DRAIN. EXTEND THE
DRAIN, WITH A MIN. OF 1Z SLOPE, TO
DAYLIGHT OR A DRAINAGE STRUCTURE.
BAGKFILL WITH TILLED SITE SOIL, AMENDED AS
SPECIFIED FOR FERTILITY AND pH.
ROOT ESTABLISHMENT ZONE: SUBSOIL AND SCARIFY AN
AREA 5 TIMES THE WIDTH OF THE ROOT BALL TO 18
IN. MIN. DEPTH. AMEND TO OBTAIN OPTIMUM pH.
COMPACT AFTER TREATMENT.
Tree Planting NT5
SEEDING AND SODDING SCHEDULE AND NOTES:
1. Seed and sod areas as noted within 15 days of grading completion.
2. Obtain NGDA soils test for all areas to be grassed and planted.
3. Till or disc all areas to be grassed to a minimum depth of 4". Lime and
fertilizer. at rates specified on soil test report. shall be applied uniformly
and mixed with the soil during seedbed preparation.
4- Remove stones larger than 1" on any side. roots and other obstructions
from the surface so that they will not interfere with establishment and
maintenance of vegetation.
5. Re -compact area using a cultipacker roller. The finished grade for final
seedbed and sodbed shall be a smooth even soil surface with a loose.
uniformly fine texture. All ridges and depressions shall be removed and
filled to provide the approved surface drainage.
G. Seeding and sodding is to be done immediately after finished grades are
obtained and preparation is completed.
7. Evenly spread seed at a rate of G5 Ib./acre.Lightly rake seed into
top 1/5'. Mulch with hydroseed mulch or 2 tons/acre of clean straw or
hay. Tack straw. if used, with rapid setting emulsified aspholt at 10
gal./1000 sq. ft. or other tacking agent approved by Landscape
Architect. Install sod perpendicular to slopes. Stagger rows so that
vertical joints will not align. Place sod sections tightly against one another
to eliminate seams. Roll after instalation to Insure proper soil contact.
8. Water all grassed areas thoroughly after installation.
Approves' . ri xaC 1°r
Jucuments
construction Ir ue c Or fance
=se documents is
required by the stormwatsr p, z
=. et. North Carolina
rules require that the storrml e
system designer
Inspect during constru: „,.
; conformity with the
plans and specs, and cell, ..:.,..chance
with the
stormwater rules. (15A NC
t .1006 (I) )
Permit# SW6olog°4
Date 11 Z 0y
by C(4 ^
vision of Water Quality
Sheet tt_- L- I ,__ _.
ion Date_/o/6 /09
LITTLE & LITTLE
LANDOdAPE ARL'RITE&URE / PLANNING'
Pe Wr /IM A&Md'H, NOR7P dtwLMA 2MI D/IRIMY-58 a
DRAWN BY:
ARM
CHECKED BY:
RTP
REVISED
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