SW8030120_APPROVED PLANS_20160307

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 030120
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
201l0030"1
YYYYMMDD

I
OFFSITE
ROGERS TRACT
LOT #1
w�
OFFSITE
ROGERS TRACT
LOT #2
WATERFORD
BUSINESS
PH II AND PH III
SW8 010706
\ \ \
\ \
_ i \
I
\
t
STATION OFFSITE
SW8 01(J917 ROGERS TRACT
LOT #3
9
11
OFFSITE
GERS TRACT \\ 1t ) ))
LOT #4
1.28 AC \
479 S.F. BUA
� II II
`i II I II
1
�a 2c TJ -] I
- - - _ _-
_ _ z---------
- I
L � J-L ' 1 I
_ - _ _-ii- o I I 11 III I n vu
I - ` $D , � m swFACE
xlsnnc STORMWATER POND
��OOnY I }
MEDICAL OFFICES `_ 4� 1i it l llt /l` ,it
/1
Ilii'I I - I FES=-29:00
- J r Y Ha
LOT v al 0112 v vh` - - - - - i' 11� / !!H�� >� iY3 _ --STORM Ers------------
II 1.88 AC II MOUNT} F
62,500 SF BUA 1, S \.1 i + / l Ii h: 11 Z,
it i s 'Tq 1, 4
RETAIL SPACE LgT#2
I-- - I- FES=28.00 I11.04 AC / 1
3;,750 SF BUA `
) l
- _
-T- - �-
_ �- T�1
�.•''i I `�.J,i ! I I VAN �I I '�J ` _-�`��) •\ --.dam! I I I I. ( 4' !
i
I i • 3 S
jw
`, iyi� I I 19 I ar I L
p°�5'I( _�_t _�_ t T -I_' �I Q
1 - _ - � �� �� !i
'l 5n5
I 2g 11 I
VAN a
I
LOT #1 111 ,I it it
BY OTHERS 1
I! LOT #44 MIXED ;� I
0 1.42 AC II I LL II
1.53 AC RETAIL/OFFICE lL1 �i 56.397 SF BUA ALLOWED
i4 I 61,300 SF BUA FES=28.00
IJ 11 III I II
LLJ I1
r-
..
4 �+
�I{� I
. I 1 )r ill -T -=' -'� - u --1 f T I `
Bill
Of �l
18 i is h�
I o•
Cl/13
PAD
\
\
F
\ \ 4:
40
� t
EROSION CONTROL NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STATE AND LOCAL
REQUIREMENTS.
2. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND
MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE.
ALL DISTURBED AREAS SHALL BE NONEROSIVE AND STABLE WITHIN
THIRTY (30) WORKING DAYS OR 120 CALENDAR DAYS AFTER COMPLETION
OF THE ACTIVITY, WHICHEVER IS SHORTER.
5. CONSTRUCTION SEQUENCE:
A. INSTALL GRAVEL CONSTRUCTION ENTRANCE
B. INSTALL SILT FENCE DOWNSLOPE OF FILLED AREAS AND OTHER AREAS
SUSCEPTABLE TO GULLYING AS NEEDED. SILT FENCE IS TO BE PLACED
BY THE CONTRACTOR TO ALLOW FOR GRADING AND TO PROTECT THE
EXISTING DITCH ALONG THE ENTIRE PROPERTY BOUNDARY.
C. CONSTRUCT POND AND OUTLET PIPING (TO SERVE AS SEDIMENT POND
DURING CONSTRUCTION).
D. INSTALL REMAINING STORM DRAIN PIPING AND INLET PROTECTION.
E. INSTALL RIP -RAP AND FLARED END SECTIONS WHERE INDICATED.
F. COMPLETE GRADING AND ROADWAY AREAS.
G. STABILIZE AND SEED ALL DENUDED AREAS AND SIDESLOPES.
6. REFER TO SEEDING SCHEDULE FOR SEEDING INSTRUCTIONS.
7. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE
INSPECTED WEEKLY AND AFTER EVERY RUNOFF PRODUCING RAINFALL
EVENT. NEEDED REPAIRS WILL BE MADE IMMEDIATELY. TOPDRESS
TEMPORARY SEEDING WITH 50#/ACRE NITROGEN IN MARCH. IF COVER IS
NEEDED THROUGH THE FOLLOWING SUMMER. OVERSEED WITH 50#/ACRE
KOBE LESPEDEZA.
8. MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE (3) TO ONE (1).
9. ONCE ALL UTILITIES HAVE BEEN INSTALLED, PAVING HAS BEEN COMPLETED
AND A GOOD VEGETATIVE GROUND COVER HAS BEEN ESTABLISHED, ALL
TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED.
10. SEE SHEET 4 FOR ALL SEDIMENTATION AND EROSION CONTROL DETAILS.
GENERAL NOTES:
1. ALL ROOF TOP RUNOFF WILL BE DIVERTED BY ROOF DRAINS TO
THE PARKING AREAS TO FLOW INTO THE PROPOSED DRAINAGE
SYSTEM AND BE DIRECTED TO THE STORMWATER TREATMENT
POND.
2. ALL IMPERVIOUS AREAS ARE TO BE GRADED AS TO CONTAIN
ALL STORMWATER RUNOFF WITHIN THE PROJECT BOUNDARY.
3. THE EXISTING DRAINAGE DITCHES ALONG THE PROPERTY LINES
ARE TO BE MAINTAINED TO DIVERT OFFSITE DRAINAGE AROUND
THE PROPOSED PROJECT SITE.
4. SEE DETAIL FOR STORMWATER TREATMENT POND AND OUTLET
STRUCTURE LOCATED ON SHEET 4 FOR ALL ELEVATIONS TO
BE SET. ALL STORMWAT-R DETAILS ARE LOCATED ON SHEET 4.
5. THERE ARE NO WETLANCS WITHIN THE PROJECT BOUNDARY.
6. STORMWATER TREATMENT POND TO BE LOCATED WITHIN A
MAINTENANCE EASEMENT. EASEMENT TO EXTEND OUT 10'
FROM THE TOP OF POND ALONG THE POND PERIMETER.
7. ALL STORM DRAINAGE PIPING AND DEVICES ARE TO BE
LOCATED WITHIN A MINIMUM 20' UTILITY EASEMENT. ALL
=INDIVIDUALOFFSITE
RECORDED.
7. ALL LOTS WHOSE OWNERSHIP IS NO
PERMITEE WILL REQUIRE THEIR OWN
STORMWATER PERMIT.
APPROVELD
NORTH CAR4LINA ENVIRONMENTAL
MANAGEMENT COMMISSION
S4P
PCr>7,,(t S�J
LINE ID
SIZE
in
MAT'L
LENGTH
ft
SLOPE
%
INVERT
DOWN
ft
INVERT
UP
ft
RIM
DOWN
ft
RIM UP
ft
FES 1-GI 2
24
HOPE
73
3.70
18.00
20.70
24.00
26.80
GI 2-JB 3
24
HDPE
121
1.49
20.70
22.50
26.80
26.50
JB 3-CI 4
18
HDPE
55
0.18
1 23.00
23.10
1 26.50
26.00
CI4-CI5
18
HDPE
1 18
0.56
23.10
23.20
1 26.00
26.00
CI5-GI6
18
HDPE
104
0.10
23,20
23.30
26.00
26.30
GI6-GI7
18
HDPE
65
0.15
23.30
23.40
26.30
26.30
GI7-CI8
18
HDPE
79
0.13
23.40
23.50
26.30
27.30
JB 3-CI 19
24
HDPE
33
0.00
22.50
22.50
26.50
26.00
CI 19-STUB
24
HDPE
22
0.00
22.50
22.50
26.00
26.41
CI19-STUB
24
HDPE
72
0.00
22.50
22.50
26.00
27.50
FES 9-GI 10
24
HDPE
69
3.91
18.00
20.70
24.00
27.00
GI 10-GI11
24
HDPE
57
0.86
20.70
21.19
27.00
26.50
GI11-CI12
18
HDPE
172
0.72
21.69
22.93
26.50
26.60
CI 12-CI13
18
HDPE
65
0.42
22.93
23.20
26.60
26.40
CI13-CI14
18
RCP
158
0.25
23.20
23.60
26.40
26.40
CI14-CI15
18
RCP
79
0.25
23.60
23.80
26.40
26.70
CI15-CI16
18
RCP
18
0.56
23.80
23.90
26.70
26.90
CI16-GI 17
18
RCP
147
0.10
23.90
24.05
26.90
26.30
GI17-CI18
18
1 RCP
101
0.10
24.05
124.15
26.30
27.30
GI11-CI20
18
HDPE
145
0.14
21.69
21.89
26.50
26.20
F
76
MAGNOLuI WATERFORD
GREENS ".
s
1435
17
VICINITY MAP
NOT TO SCALE
LEGEND
PERMIT BOUNDARY
LOT LINE
EXISTING GRADE
CONTOUR
STORM INLET
STORM JUNCTION BOX
STORM PIPE
TE
------27---
SD
SD-• -
SD
Is
H
STORMWATER PERMIT
MODIFICATION
MTH
1 /04/1
G
REVISE FORE -BAY GRADING
KDF
5 07
F
SW ADD -INFO
KDF
/10/07
E
ISSUE FOR PERMIT MOD.
KDF
20 O6
D
REVISE PER DWQ COMMENTS
KDF
3 04
C
STORMWATER MOD
INDC
23 04
B
ADD POOL & SIDEWALK DIMS.
JBP
17 03
A
ISSUED FOR REGULATORY REVIEW
1D 20 0
REV.
DESCRIPTION
Y
RA E
REVISIONS
e o'
(IFAL
03E '15 r
ater or
OF THE CARO1-INA9
CAPE FEAR
Engineering, Inc.
151 PI Rd. SuUe 100
8eAdIl9. NC 29451
TEL [phone]
FAX [phone]&45
www.capefeareng.com
DRAWN
PROJECT
650-12
NUMBER :
DESIGN :
CHECK
SCALE : 1'=40'
APPROVED:
DATE : DEC2015
1 _ 9: 4103; to]1602 � �
STORMWATER
MANAGEMENT PLAN
PROXCT NUMBER SHEET NUMBER
650-12 1 1

FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03B -
ra N J o
•
M
z 6" VARIES
CID
6"
AGE PIPE
SECTION X
BACK OF CURB
X
N
Y
w
VARIES
t-► x
PLAN
N 00 (n �
---- - - - - ------- - - -- --
6" VARIES 6"
N
w
o'
>
1t
SECTION Y
CURB INLET
NOT TO SCALE
50' MIN.
I-
3
o
...
Q
#4 STONE :::
N
Z.'........
.". ...... .... ......
X
PLAN
W
35' t 15' t
zl
It SECTION 00
TEMP. CONSTRUCTION ENTRANCE
NOT TO SCALE
URB
I, KCYUIIXW W I ILK MA I
SLOPE AWAY AS SHOWN
CURB 8c GUTTER
AND PAVEMENT
DETAIL
NOT TO SCALE
VARIES
�JC
1. GROOVE JOINT j
SLOPE 1 4" PER FOOT _L
m
iv PA .. . R
•- 44
a ao
8' 8'
TURNDOWN CURB
AND SIDEWALK
DETAIL
NOT TO SCALE
o R Fi T A `c0
ISOMETRIC FA@RMPACT
SILT FENCE DETAIL
NOT TO SCALE
GRAVEL
WIRE FENCE AND
FILTER FABRIC
1 , BOTTOM OF
`` p0
\FR FABRC(TYp')
POST(4 REQ'D.)
STORM DRAIN
CATCH BASIN \
� r
s-0'
MIN
INLET SEDIMENTATION CONTROL
NOT TO SCALE
F:II f
TEMP. STORAGE ELEVATION: ;2.
.7 MSL _
NORMAL POOL ELEVATION: SL
3, ,F
[.7
POND WITH FOREBAY SECTION
NOT TO SCALE
* -- - - - - - - - - - - - - - -
24" HDPE
Iawl0l
SCREEN
2.0" DI .STEEL PIPE
10' MAINTENANCE ACCESS
TOP OF POND: 26.0 MSL
3
�1
t
SUGGESTED WETLAND SPECIES PLANTINGS
ON 6:1 VEGETATIVE SHELF (POND)
GENUS/SPECIES COMMON NAME
Juncus effusus Soft rush
Iris versicolor Blue flag
Distichlis 5picat0 Spike grass
Asclepius incarnata Swamp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT
WATER LEVEL WITA BERMUDA GRASS
NOTE:
TRASH SCREEN TO BE #4 REBAR 0 6"
O.C. +- E.W., WELDED TO 3x3x1/8 ANGLE
FRAME; HOT DIP AFTER FABRICATION
TRASH SCREEN
BRICK, BLOCK OR CMU
SECURED TO BOX
TOP OF OUTLET: 23.7 MSL
TEMP. STORAGE EL N
NORMAL WATER
SURFACE=22.0 MSL
ORIFICE INVERT: 22.0 MSL 7
J 12"
LATTACH GALVANIZED WIRE CLOTH
OUTLET 1�r (8 MESH 0.020 WIRE)
INVERT:
19.25 MSL _ Jll�r
c SEE DETAIL FOR POND SECTION
6" CRUSHED STONE- -r �� U C�Uu FOOTING III r�
fl?Iflr'ln fl/ln flrin)f POND BOTTOM: 15.0 MSL
#4 BARS 0 12" O.C., E.W. SECTION
POND OUTLET DETAIL
NOT TO SCALE
�FRAME AND GRATE
2'x2' OR 2'x3' 5 22 5'f-F
BRICK, BLOCK, CMU
OR PRECAST BOX Z o
( I OUTLET PIPE 00
I N
I I A
I I I I
N N)
12" CRUSHED STONE—�����/�\/���� KNOCK -OUT PANELS
SECTION IN ALL WALLS
TEMPORARY SEEDING
I
II -
I
II �
I I ---
I
I
-------- J BASIN FRAME AND
--- GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS
PLAN
DROP INLET
FOR PIPES UP TO 18" DIA.
NOT TO SCALE
GRASS TYPE
AMOUNT/
1000 SF.
TIME OF
SEEDING
INITIAL
FERTILIZATION/1000 SF
MAINTENANCE rT
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
AMOUNT/
TIME OF
FERTILIZATION/1000 SF.
GRASS TYPE
1000 SF.
SEEDING
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH — APRIL
EACH 4-8 WEEKS
AUG. — SEPT.
12 LBS. 10-10-10
1-2 LBS. N.
12 LBS. 10-10-10
FESCUE, TALL
5-7 LBS.
SEPT. THRU OCT.
25 LBS. 10-10-10
FEB. — MARCH
MAY & DEC.
SEPT. — OCT.
(KENTUCKY 31)
FEB. THRU OCT.
12 LBS. 10-10-10
1/2 TO 1 LB. N.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. — MARCH
1/2 TO 1 LB. N.
NA
ITI
VICINITY MAP
NOT TO SCALE
01
F
STORMWATER PERMIT
MODIFICATION
MTH
1 04 16
E
REVISE POND DETAIL - FOREBAY
4
5 07
D
SW ADD -INFO
KDF
i 10 07
C
RAISED TEMP. POOL ELEVATION
KDF
15 O6
B
REV. ORIFICE SIZE AND ADD
SPECIE NOTE
JBP
17 03
A
ISSUED FOR REGULATORY REVIEW
1D 20 0
REV.
#
DESCRIPTION
REVAY
DATE
REVISIONS
CAPE FEAR
Engineering, Inc.
151 Poole Ad, Sede 100
BeNllle, NC 28151
TEI. (210) 383-10"
FAX [phone]
www.capefeareng.com
DRAWN :
PROJECT
650-12
NUMBER
DESIGN :
CHECK :
SCALE : NONE
APPROVED
DATE : 09 JAN 2003
IATERFORD WAY
STORM DRAIN
AND EROSION CONTROL
DETAILS
PRO ECT NUMBER
650-12
SHEET NUMBER
2
1

DUMPSTER
HIGHWAY # f 7..
PROJECT BOUNDARY (TYP.)
EXIST. 12 WL.�\
>
L'
L'-
EROSION CONTROL NO ES:
ALL CONSTRUCTION SHALL BE IN ACC:?RDA.NCE WITH STATE AND LOCAL
REQUIREMENTS.
SUFFICIENT EROSION CONTROL PRACTI'::ES MUST BE INSTALLED AND
MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE.
ALL DISTURBED AREAS SHALL BE NONEROSIVE AND STABLE WITHIN
THIRTY (30) WORKING DAYS OR 120 CALENDAR DAYS AFTER, COMPLETION
OF THE ACTIVITY, WHICHEVER !S SHORTER.
5. CONSTRUCTION SEQUENCE:
A. INSTALL GRAVEL CONSTRUCTION ENTRANCE
B. INSTALL SILT FENCE DOWNSLOPE OF FILLED AREAS AND OTHER AREAS
SUSCEPTABLE TO GULLYING AS NEEDED. SILT FENCE IS TO BE PLACED
BY THE CONTRACTOR TO ALLOW TOR GRADING AND TO PROTECT THE
EXISTING DITCH ALONG THE ENTIRE PROPERTY BOUNDARY.
C. CONSTRUCT POND AND OUTLET PFDING (TO SERVE AS SEDIMENT POND
DURING CONSTRUCTION).
D. INSTALL REMAINING STORM DRAIN PIPING AND INLET PROTECTION.
E. INSTALL RIP -RAP AND FLARED END SECTIONS WHERE INDICATED.
F. COMPLETE GRADING AND ROADWAY AREAS.
G. STABILIZE AND SEED ALL DENUDED AREAS AND SIDESLOPES.
6. REFER TO SEEDING SCHEDULE FOR SEEDING INSTRUCTIONS.
7. MAINTENANCE: ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE
INSPECTED WEEKLY AND AFTER EVERY RUNOFF PRODUCING RAINFALL
EVENT NEEDED REPAIRS WILL BE MADE IMMEDIATELY. TOPDRESS
TEMPORARY SEEDING WITH 50#/ACRI NITROGEN IN MARCH. IF COVER IS
NEEDED THROUGH THE FOLLOWING `)UMMER. OVERSEED WITH 50#/ACRE
KOBE LESPEDEZA.
8. MAXIMUM GRADED SLOPE SHALL NOT EXCEED THREE (3) TO ONE (;).
0. ONCE ALL UTILITIES HAVE BEEN INSTALLED, PAVING HAS BEEN COMPLETED
AND A GOOD VEGETATIVE GROUND OVER HAS BEEN ESTABLISHED, ALL
TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED.
10, SEE SHEET 4 FOR ALL SEDIMENTATI)N AND EROSION CONORO(_ DETAILS.
GENERAL NOTES:
1. ALL ROOF TOP RUNOFF WILL BE DIVERTED BY ROOF DRAINS TO
THE PARKING AREAS TO FLOW INTO THE PROPOSED DRAINAGE
SYSTEM AND BE DIRECTED -0 THE STORMWATER TREATMENT
POND.
2. ALL IMPERVIOUS AREAS ARE TO BE GRADED AS TO CONTAIN
ALL STORMWATER RUNOFF WITHIN THE PROJECT BOUNDARY.
3. THE EXISTING DRAINAGE DITCHES ALONG THE PROPERTY LINES
ARE TO BE MAINTAINED TO DIVERT OFFSITE DRAINAGE AROUND
THE PROPOSED PROJECT SITE.
4. SEE DETAIL FOR STORMWATER TREATMENT POND AND OUTLET
STRUCTURE LOCATED ON SHEET 4 FOR ALL ELEVATIONS TO
BE SET. ALL STORMWATER DETAILS ARE LOCATED ON SHEET 4.
5. THERE ARE NO WETLANDS WITHIN THE PROJECT BOUNDARY.
6. STORMWATER TREATMENT POND TO BE LOCATED WITHIN A
MAINTENANCE EASEMENT. E^SEMENT TO EXTEND OUT 10'
FROM THE TOP OF POND -_ONC THE POND PERIMETER.
7. ALL STORM DRAINAGE PIPING AND DEVICES ARE TO BE
LOCATED WITHIN A MINIMUM 20' UTILITY EASEMENT. ALL
EASEMENTS TO BE LOCATE.' ON A SURVEY PLAT TO BE
RECORDED.
LINE ID
S12E
in)
I MA?'L
EN1,2
ft)
SLOPE
o)(ft)
INVERT
DOWN
! ifN ERT
UP
ft`:
RIM
DOWN
(ft)
1 RIM UP
(ft
FES #1-GI 2
2-JB 3
24
24
HDPE
HDPE
73
121
3.70
1,49
18.00
20.70
20.70
22.E
24.00
60 80
26,80
26,50
3-CI 4
18
HDPE55
C.18
23.00
23.10
26.50
26.00
IG
CI5
18
HDPE
18
C.56
23.10
23.20
26.00
26.00
5-GI6
18
HDPE
104
C. 10
23.20
23.30
26.00
1 26.30 11
131#6-GI 7
18
HDPE
65
C.15
23.30
23.40
26.30
1 26.30
Gi 7-Ci8
18
HDPE
79
0.13
23.40
23.50
26.30
27.30
JB 3-CI 19
24
HDPE
33
0.00
22.50
22.50
26.50
26.00
CI 19-STUB
24
HDPE
22
0.00
22.50
22.50
26.00
26.41
CI 19-STUB
FES '9-G! 10
24
24
HDPE
HDPE
72
69
0.00
:1.91
22.50
18.00
22.50
20.70
26.00
24.00
27.50
27.00
GI 10-GI 11
24
HDPE
57
0.86
20.70
21.19
27.00
26.50
q -CI ' 12
i "IiCI 112-CI i3
18
18
HDPF
HDPE
172
65
0.72
0.42
21.69
22,93
' 22.93
1 23.20
26.50
26.60
26.60
26.40
j CI 13-CI 14
18
RCP
158
0.25
23.20
23.60
26.40
26,40 i
I CI 14-CI 15
18
RCP
79
0.25
23.60
23.80
26.40
26.70
Ci#15-CI#16
18
RCP
18
?.56
23.80
23.90
26.70
. 26.90
GI#16_GI
18
RCP
147
0.10
23.90
24.05
26,9Q
26.30
G1 7-CI#I
CI ? 1-!20
18
? 8
RCP
HDPE
101
145
110
,14
24.05
21.69
24.15
21.89
126.30
26.50 �26.20
27.30 ;
APPROVED­4-�
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
oZ -SCJL - Zoo k-
RECEIVED
APR 0 5 2007
DWQ
PROD # 5, Is LD 3 o 1 Zy
r 4�
MAGNOLIA GREENSWATERFORG
'
1499
551
14_38 _T_
17 585
ITE \VICINiY MAP \
NOT TO SCALE
LANDSCAPE AREA
WITH SQUARE FOOTAGE
EXISTING GRADE
CONTOUR
PROPOSED GRADING
SPOT ELEVATION
27.50TC
27.00FL
G
REVISE FORE -BAY GRADING
KDF
4/5/07
F
i SW ADD -INFO
KDF
1/10/07
E
ISSUE FOR PERMIT MOD.
KDF
/20/06
D
REVISE PER DWQ COMMENTS
KDF
3 04
C
STORMWATER MOD
WDC
23 04
B
ADD POOL & SIDEWALK DIMS.
.,BP
17 03
A
ISSUED FOR REGULATORY REVIEW
KO 20 0
RSV.
DESCRIPTION
Y
DA�
RFViSI(1NG
C91.
WyVi
e g. cn
S L r -
ater or
OF THE C>I-INAS
CAPE FEAR
Engineering, Inc.
151 Poole ,Rd, SuYe 100
Belvily, NC 28451
TEL (910; 383-1044
FAX [phone]
www.ccipefeareng.com
RAWN : W.Covenaugh PROJECT 650-12
ESIGN : W.Cavenaugh NUMBER
HECK A.MIN SCALE : '!"=30'
PPROVED D.Fennell DATE JAN 2003
I
WATERFORD WAY
SEDIMENTATION AND
EROSION CONTROL PLAN
PROJECT NUMBER SHEET NUMBER
650, 1 3
Wd ZO:LV:Z LOOZ194 - V �]Jtfd Q0V4HDiVMV480iS 0MC3ZL 099 099 d -
1

FRAME, GRATE & HOOD
N.C.D.O.T. STD. #840.03B -7
M
6"
VARIES
z
3
tO SECTION X
BACK OF CURB �\
PLAN
001
6" VARIES b
AGE PIPE
SECTION Y
CURB INLET
NOT TO SCALE
SECTION 00
TEMP. CONSTRUCTION ENTRANCE
NOT TO SCALE
24"
1 � _
I �l
y_WHFRE CENTER MEDIAN CURB
IS REQUIRED GUTTER SHALL
SLOPE AWAY AS SHOWN
CURB C3C GUTTER
AND PAVEMENT
DETAIL
NOT TO SCALE
VARIES----_---�
I` 4
/ GROOVE JOINT
_ SLOPE 1 /4" PER FOOT
T 3j_
R —. P
n1 PA _
TURNDOWN CURB
AND SIDEWALK
DETAIL
NOT TU SCALE
\ Il 1y
•� u V A
Izr1l,I,
ISOMETRIC ' %RI ALA,
SILT FENCE DETAIL
NOT TO SCALE
GRAVEL
WjRE FENCE AND
FILTER FABRI ;
STORM DRAIN
CATCH BASIN
i0' MAINTENANCE ACCESS
TOP OF POND: 26.0 MSL
8.0
36` PIPE
'
TEMP. STORAGE ELEVATION: 23.4 MSL
l_
NORMAL POOL ELEVATION: 22.0 MSL
BOTTOM OF
19.0 WSL
!
C 6
rFOREBAY:
3
3
\\
POST(4 REQ'D.)
zc \
INLET SEDIMENTATION CONTROL
NOT TO SCALE
1
POND WITH t OREBAY SECTION
NOT TO SCALE
--------------..__-.
PLAN
,TRASH SCREEN
5
UGGESTED WETLAND SPECIES PLANTINGS
ON 6:1 VEGETATIVE SHELF (POND)
a0U5lSPECiES COMMON NAME
Juncus effusus Soft rush
Iris versicolor Blue flag
Distichlis spicato 5pike grass
Asclepias inusnata 5utamp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT
WATER LEVEL WITH BERMUDA GRASS
-1.y" DiA. EL PIPE
NOTE:
TRASH SCREEN TO BE #4 REBAR 0 6
O.C. +- E.W„ WELDED TO 3x3xl/8 ANGLE
FRAME; HUT DIP AFTER FABRICATION
TRASH SCREEN
BRICK, BLOCK OR CMU
SECURED TO BOX
TOP OF OUTLET: 23.4 MSL
TEMP, STORAGE ELEVATION
NORMAL WATER
SURFACE=22.0 MSL
ORIFICE INVERT: 22.0 MSL� p
- 12" _
i�%
24" HDPE LATTACH GALVANIZED WIRE CLOTH
OUTLET I / (8 MESH 0.020 WIRE)
INVERT: lk'
- - 19.25 MSL
L_-7 $ as ---e-+ SEE CETAIL FOR POND SECTION
�vs�rU'v' U -� — Imo'
6 CRUSHED STONE--TAc (`Un-�� C OOTING I �—
POND BOTTOM: 15.0 MSL
#4 BARS 0 12" O.C., F.W.- / SECTION
POhlD OUTLET DETAIL
NOT TO SCALE
FRAME AND GRATE 22" 5"
/-2'x2' OR 2'x3'
BRICK, BLOCK, CMU
OR PRECAST BOX
12' CRUSHED STONE
`It
z ! 00
I ,Q
OUTLET PIPE
51A
i I ,
l ! l C'j n
— Nit^
1
p(1
KNOCK -OUT PANELS
SECTION IN ALL WALLS
TEMPORARY SEEDING
I'
II
,
6i I
w1r, I I
-- - - - `3 BASIN FRAME AND
a GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS
PLAN
DROP INLET
FOR PIPES UP TO 1 B'f DIA.
NOT TO SCALE
AMOUNT/
TIME OF
FERTILIZATION/1000 SF.
GRASS TYPE
1000 SF.
SEEDING
INITIAL MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-16-10 NA
NA
NA
BROMTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10 NA
NAEE
NA
PERMANENT SEEDING
AMOUNT/
TIME OF
FERTILIZATION/1000 SF.
GRASS TYPE
1000 SF.
SEEDING
INITIAL
I MAINTENANCE
BERMJDA, COMMON
1-2 LBS.
APR. THRU JUKE
25 LBS. 10-10-10
MARCH - APRIL
EACH 4-8 WEEKS
AUG. - SEPT.
I
1
112 LBS. 10-10-10
1-2 LBS. N.
12 LBS. 10-10-10
FESCUE, TALL
5-7 LBS.
SEPT. THRU OCT.
I 25 LBS. 10-10-10
j FEB. - MARCH
MAY & DEC.
SEPT. - OCT,
(KENUCKY 31)
FEB. THRU OCT.
I 12 LBS. 10-10-4.0
1/2 TO 1 LB. N.
12 LBS, 10-10-10
SERIIEA
I
LESPEDEZA (SLOPES)
i-2 LDS.
MARCH 7HRU APR.
25 LDS. 10-10--10 i�
FEB. - MARCH
i 1/2 TO 1 LB. N.
E
REVISE POND DETAIL - FOREBAY
4D5/07
D
SW ADD -INFO
KDF
1 10/07
C
RAISED TEMP. POOL ELEVATION
KDF
15 O6
REV. ORIFICE SIZE AND ADD
SPECIE NOTE
JBP
17 03
4
ISSUED FOR REGULATORY REVIEW
1D 20 0
REV.
#
DESCRIPTION
REV.BY
DATE
REVISIONS
Ware 1 or
OF THE CAROLZNAS
CAPE FEAR
Engineering, Inc.
+;_
---
151 Poole Rd, Suite 100
8elvilie, NC 28451
TEL [phone]
FAX [phone]
www.copefeareng.com
DRAWN
W.Covenough
PROJECT
650-12
DESIGN
W.Covenough
NUMBER
CHECK
A.Mllls
_
SCALE NONE
APPRO D :
D.Fennell
DATE : 09 JAN 2003
ERFORD WAY
STORM DRAIN
AND EROSION CONTROL
DETAILS
NA I PRa,JECT NUMBER SHEET NUMBER
650-12 4
INd ZS:Rb:Z L0OZ/9/t7l A!DVd -U0NH3 LL fMWaOIS^JM(1Z L 099 099 d - * - .
i _ .

LEGEND
LANDSCAPE AREA
SILT FENCE
■ ■
INLET PROTECTION
EXISTING GRADE
CONTOUR
-
PROPOSED GRADING
27.50TC
SPOT ELEVATION
27.00FL
;, 1l tii sI=t,rFlfi.
eti ram, i
SEAL
._ a ..t:9. dttr �j ..
Water or
OF THE CAROLINAS
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
BeMlle, NC 26451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN :
W.Covenaugh
PROJECT
NUMBER
650-12
DESIGN : W.Cavenaugh
CHECK:
A.Mills
SCALE :
1"=30'
APPROVED :
D.Fennell
DATE :
JAN 2003
WATERFORD WAY
SEDIMENTATION AND
EROSION CONTROL PLAN
PROJECT NUMBER SHEET NUMBER
650-12 3

FRAME, GRATE
& HOOD
N.C.D.O.T. STD.
#840.036
10' MAINTENANCE ACCESS
162"24"
1"
4'
3.0
TOP OF POND: 26.0 MSL EMERGENCY SPILLWAY:
24.2 MSL
N
1"
"PIPE
-- _
�KV2
R1 1"
Rj" 1— — — —
—
TEMP. STORAGE ELEVATION: 23.2 MSL—
— — — — — — — — — —
— — — — ^i / \ \ 3
a
Rj"
R1
CB
— —
NORMAL POOL ELEVATION: 22.0 MSL
z
6"
VARIES
6"
3
\/
F
6
oa
-------
: 18.0 MSL
3
36
iv`:
DRAINAGE PIPE
��
�i
SECTION X
BACK OF CURB
INW_\►1
�f SECTION Y
CURB INLET
NOT TO SCALE
SYNTNeTICRFSTee` P
I�TE °ST
\R FgeRIC�TYP �
URB
IJ KLQUIKLU UU I ItK bNALL
SLOPE AWAY AS SHOWN
CURB & GUTTER
AND PAVEMENT
DETAIL
NOT TO SCALE
VARIES
1'-4"
1„ GROOVE JOINT
SLOPE 1 4" PER FOOT
n a.
N PAVEM r�3-
a0
6" 6"
TURNDOWN CURB
AND SIDEWALK
DETAIL
NOT TO SCALE
TOP OF POND
ELEV. 26.0 MSL
10'
1
NV OF SPILLWAY: 24.2 MSL
1I�=I�1—ICI—III— ��. vVv vVv vVv vVv vv ill—ICI-)I�—�.
—I I 11=rl 1=1
00� 00� 00�
—I 11=1 I
11=11 �111=III '_ =III-1 CLASS A RIPRIP STONE;
FILTER FABRIC-IIIIITlllllilllli� lllllll l�llillllllllll� ll' 12" DEPTH
MIRAFI 70OX
OR EQUAL
EMERGENCY SPILLWAY DETAIL
NOT TO SCALE
POND BOTTOM:16.0 MSL
POND WITH FOREBAY SECTION
NOT TO SCALE
\---------------
SCREEN
SUGGESTED WETLAND SPECIES PLANTINGS
ON 6:1 VEGETATIVE SHELF (POND)
GENUS/SPECIES COMMON NAME
Juncus effusus Soft rush
Iris versicolor Blue flag
Distichlis spicata Spike grass
AsClepias incarnate Swamp milkweed
VEGETATE POND SLOPES ABOVE PERMANENT
WATER LEVEL WITH BERMUDA GRASS
1.5" DIA. STEEL PIPE
NOTE:
TRASH SCREEN TO BE #4 REBAR © 6"
O.C. +— E.W., WELDED TO 3x3x1/8 ANGLE
FRAME; HOT DIP AFTER FABRICATION
PLAN
TRASH SCREEN
BRICK, BLOCK OR CMU
SECURED TO BOX
TOP OF OUTLET: 23.2 MSL ou
TEMP. STORAGE ELEVATION
NORMAL WATER
ORIFICE INVERT: 22.0 MSL SURFACE=22.0 MSL
p
12
LATTACH GALVANIZED WIRE CLOTH
OUTLET JIB/ (8 MESH 0.020 WIRE)
INVERT:
19.25 MSL Jl
IF SEE DETAIL FOR POND SECTION
/ JI
6" CRUSHED STONE—��O �O�U��t) FOOTING 1 I —!/
Li
nn OnnAOMAOMAOr
POND BOTTOM: 16.0 MSL
#4 BARS ® 12" O.C., E.W. SECTION
POND OUTLET DETAIL
NOT TO SCALE
�FRAME AND GRATE
2'x2' OR 2'x3' — 5" 22" 5'
24" HDPE
BRICK, BLOCK, CMU
6� pia OR PRECAST BOX
�l I
I I
WIRE FENCE AND
FILTER FABRIC i
POST(4 REQ'D.)
fff 12" CRUSHED STONE �7
50' MIN
}
Q................
....... ....
#4 STONE N
Z
cn
X A/ PLAN
W
:1 35't 15't
SECTION 00
TEMP. CONSTRUCTION ENTRANCE
NOT TO SCALE
GRAVEL
STORM DRAIN
CATCH BASIN
MN
� I /
INLET SEDIMENTATION CONTROL
NOT TO SCALE
FINAL DESIGN
NOT FOR CONSTRUCTION
ISSUED FOR REGULATORY REVIEW
01/20/03
SECTION
TEMPORARY SEEDING
I
OD d
z o
-OUTLET PIPE 12OD
N
A
I I
N 't
T—
KNOCK—OUT PANELS
IN ALL WALLS
spoo-
MAN -
I
----_ —_--J BASIN FRAME AND
GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS
PLAN
DROP INLET
FOR PIPES UP TO 18" DIA.
NOT TO SCALE
GRASS TYPE
AMOUNT/
1000 SF.
TIME OF
SEEDING
INITIAL
FERTILIZATION/1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
I NA
NA
PERMANENT SEEDING
AMOUNT/
TIME OF
FERTILIZATION/1000 SF.
GRASS TYPE
1000 SF.
SEEDING
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH — APRIL
EACH 4-8 WEEKS
AUG. — SEPT.
12 LBS. 10-10-10
1-2 LBS. N.
12 LBS. 10-10-10
FESCUE, TALL
5-7 LBS.
SEPT. THRU OCT.
25 LBS. 10-10-10
FEB. — MARCH
MAY & DEC.
SEPT. — OCT.
(KENTUCKY 31)
FEB. THRU OCT.
12 LBS. 10-10-10
1/2 TO 1 LB. N.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. —MARCH
1/2 TO 1 LB. N.
NA
741
'MAGNOLIA
i GREENS, WATERFORD
438 A/
VICINITY MAP
NOT TO SCALE
C REISSUE WITH STORMWATER MOD 23 04
B REV. ORIFICE SIZE AND ADD JBP
SPECIE NOTE 17 03
A ISSUED FOR REGULATORY REVIEW 1D 20 0
REV' DESCRIPTION REV.BY
DATE
REVISIONS 10
W �d
ater or
OF THE CAROI_11 S
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Salle 100
BeMlle, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
L
DRAWN W.Cavenaugh PROJECT
650-12
DESIGN W.Cavenaugh NUMBER
CHECK: A.Mills SCALE : NONE
APPROVED: D.Fennell DATE : 09 JAN 2003
WAT E R FO R D WAY
STORM DRAIN
AND EROSION CONTROL
DETAILS
PROJECT NUMBER SHEET NUMBER
650-12 1 4

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01P-0/03 NOT FOR CONSTRUCTION
90' BEND (8"
10+00
RENCE MANHOLE
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10+00 11+00
F-
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c) D O
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PARKING SPACES PROVIDED:
REQUIRED PROVIDED HANDICAP
RETAIL 30 35 2
HOTEL 75 90 4
RESTAURANT 74 164 6
5' 8' 8' 8' 9'
AISLE
00
VAN ACCESIBLE STANDARD
HANDICAPPED HANDICAPPED PARKING
PARKING PARKING SPACE
SPACE SPACE
PARKING SPACE DETAIL
NOT TO SCALE
AISLE
NOTES:
1. WATER SYSTEM TO BE BUILT TO NORTH BRUNSWICK
SANITARY DISTRICT SPECIFICATIONS.
2. SEWER SYSTEM TO BE BUILT TO NCDEM STANDARDS
AND SPECIFICATIONS.
3. STORMWATER TREATED VIA DETENTION POND.
4. TYPICAL PARKING SPACE TO BE 9'width x 18'depth.
SEE DETAIL FOR HANDICAPPED SPACES
5. 25' SETBACK FROM ALL PUBLIC RIGHT-OF-WAYS.
15' SEPARATION BETWEENSTRUCTURES.
6 TOTAL SITE AREA = 15.06 ac "t"+z
7. 2 HANDICAPPED PARKING SPACES REQUIRED PER
50 REQUIRED SPACES.
8. ZONING : C-2 COMMERCIAL.
9. SEE SURVEYORS RECORDED PLAT FOR ALL REQUIRED
SETBACK AND UTILITY EASEMENT LOCATIONS.
10. SEWER SERVICE FOR THE RETAIL SPACE IS TO BE SERVED
BY ONE COMMON SERVICE METER. SERVICE LINE TO BE INSTALLED
ALONG AND ALL CONNECTIONS TO BE MADE AT THE REAR OF
THE BUILDING.
11. WATER SERVICE FOR THE RETAIL SPACE WILL UTILIZE GANG
METERS WITH 5 SERVICE METERS. SERVICE LINES AND ALL
CONNECTIONS TO BE MADE AT THE REAR OF THE BUILDING.
12. SEE SHEET 5 FOR ALL SITE AND UTILITY DETAILS.
LANDSCAPING FOR PARKING LOT:
CANOPY TREES - 1 PER 15 SPACES; AND
UNDERSTORY TREES - 1 PER 10 SPACES; AND
SHRUBS - 1 PER 4 SPACES
N
I-
r
cD
It
m
r6
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kN c0
ON
ON
= N
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GRADE V) II
LJ
U) II
w
II
o N
- - -- 30
30 U) U)
U) U) w 30
I
FINISH GRADE----------------------
SAN. SEWER PROFILES
SCALE: HORIZ. 1" = 50'
VERT. 1" = 5'
11 \TE'��
VICINITY MAP
NOT TO SCALE
LEGEND
LANDSCAPE AREA
SAN. SEWER MANHOLE SSMH#1
FIRE HYDRANT
FH
GATE VALVE 111110 4-
DROP INLET
DI#1
CURB INLET
CI#1
Water o'd
OF THE CA1;L401_II1TAS
CAPE FEAR
ri
Engineering, Inc.
151 Poole Rd, Suite 100
Belvllle, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN
W.Cavenaugh
PROJECT
NUMBER
650-12
DESIGN W.Cavenaugh
CHECK
A.Mills
SCALE :
1"=30'
APPROVED:
D.Fennell
DATE :
JAN 2003
WAT E R FO R D WAY
SITE AND UTILITES
PLAN
PROJECT NUMBER SHEET NUMBER
650-12 1 1
wm

r
76
.'aA GNOLiA3
GREENS:WATERFORD
.
1499 :r rr
551
7 566
I TE
VICINITY MAP
N. NOT TO SCALE
UEGBID
LANDSCAPE AREA
PROPOSED SPOT ELEVATION
(TOP OF WALK)
00��
(TOP OF PAVEMENT)
`Ln6`�O
ti
PROPOSED SPOT
O�
ELEVATION
n� OFF'
(TOP OF CURB)
�' 6h
(FLOWLINE GUTTER)
PROPOSED GRADE
CONTOUR
EXISTING GRADE
CONTOUR
DRAINAGE AREA
— -- — — — —
DESIGNATION
WatefECPArOFTHRO rmA-s
CAPE FEAR
x p~f
Engineering, Inc.
151 Poole Rd, Suds 100
BeMBe, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
WAT E R FO R D WAY
GRADING AND STORMWATER
PLAN
PROJECT NUMBER SHEET NUMBER
650-12 1 2

+P° 774
AGNOL%j�• ! �� GREENS? WATERFORD
rq
1499
5_51
1438
17 566
I TE
VICINITY MAP
NOT TO SCALE
�LEGB D
LANDSCAPE AREA
SILT FENCE
INLET PROTECTION
PROPOSED GRADE
CONTOUR
EXISTING GRADE
CONTOUR
---25---
Water or
OF THE p C>l- %TAS
CAPE FEAR
Engineering, Inc.
151 Poole Rd, SuHe 100
BeMlle, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
WATERFORD WAY
SEDIMENTATION AND
EROSION CONTROL PLAN
PROJECT NUMBER SHEET NUMBER
650-12 3
f

FRAME, GRATE
& HOOD
N.C.D.O.T. STD.
#840.036
.1-
10' MAINTENANCE ACCESS
164'24"
TOP OF POND: 26.0 MSL
3.036"
EMERGENCY SPILLWAY:
24.2 MSL�
PIPE
t
Ma
AJ'
R,
—
------
----------------
TEMP. STORAGE ELEVATION:
23.2 MSL
3
W1
R4"
NORMAL POOL ELEVATION:
22.0 MSL
6"
VARIES
6"
3
-------
----------------
r
1
C14
BOTTOM OF
L1 6
6
FOREBAY: 18.0 MSL
3
3
N
DRAINAGE PIPE
/
WHERE CENTER MEDIAN CURB
POND BOTTOM:16.0
MSL
IS REQUIRED GUTTER SHALL
SLOPE AWAY AS SHOWN
SUGGESTED WETLAND SPECIES PLANTINGS
ON iad VEGETATIVE SHELF (POND)
CURB BC GUTTER
SECTION
X
GENUS/SPEES COMMON NAM E
NIuCI
AND PAVEMENT
POND WITH
F O R E B A Y
SECTION
us effusus Soft rush
BACK OF CURB
DETAIL
Iris ve
Iris rsicolor Blue flag
X
NOT TO SCALE
Distichlis spicato Spike grass
Asclepius incanata Swamp milkweed
N
NOT TO SCALE
VEGETATE POND SLOPES ABOVE PERMANENT
Y
WATER LEVEL WITH BERMUDA GRA55
JW.ti
iD
SECTION Y
CURB INLET
NOT TO SCALE
1
_ no
r
:�
:::i�t�,l�l e
oyeR FF' l AND
Cm
ISOMETRIC ITERA@RIcACT
SILT FENCE DETAIL
NOT TO SCALE
50' MIN.
VARIES
1'-4"
1„ GROOVE JOINT
SLOPE 1 4" PER FOOT
e `v
a pA io 3„ R
a.
8" 8"
TURNDOWN CURB
AND SIDEWALK
DETAIL
NOT TO SCALE
TOP OF POND
ELEV. 26.0 MSL
10' (MIN.
1
V OF SPILLWAY: 24.2 MSL
'11�11=IIII �_��I'_II CLASS A RIPRIP STONE;
FILTER FABRIC Ir;.1 l u a II I II I -I �Illll� ill' 12" DEPTH
MIRAFI 70OX II
OR EQUAL
'BEN o EMERGENCY SPILLWAY DETAIL
THET R gTEe NOT TO SCALE
� Ic FI�TFRIFposT (TYa
AgRIC ��
SECTION 00
TEMP. CONSTRUCTION ENTRANCE
NOT TO SCALE
INLET SEDIMENTATION CONTROL
NOT TO SCALE
FINAL DESIGN
NOT FOR CONSTRUCTION
ISSUED FOR REGULATORY REVIEW
01/20/03
TRASH SCREEN
Y I
1.5" DIA. STEEL PIPE
- — — — — — — — — — — — — — —
NOTE:
TRASH SCREEN TO BE #4 REBAR ® 6"
O.C. +- E.W., WELDED TO 3x3xl/8 ANGLE
FRAME; HOT DIP AFTER FABRICATION
PLAN
TRASH SCREEN
BRICK,
BLOCK OR CMU
SECURED TO BOX
TOP OF OUTLET: 23.2
MSL
TEMP. STORAGE ELEVATION
NORMAL WATER
—
SURFACE=22.0 MSL
ORIFICE
INVERT: 22.0
MSL
p
12
rJ
24" HOPE
L ATTACH
GALVANIZED
WIRE
CLOTH
OUTLET 1�/ (8
MESH 0.020
WIRE)
INVERT:
19.25 MSL I I (_
I
I
-III 1/
SEE
DETAIL FOR POND SECTION
6" CRUSHED STONE ��� �O6VU�O�Vv��VU�
FOOTING
nn Cinnr,Onnr Onnr Cir
POND BOTTOM: 16.0 MSL
#4 BARS ® 12" O.C., E.W. SECTION
POND OUTLET
DETAIL
NOT TO SCALE
�FRAME AND GRATE
2'x2' OR 2'x3'
___I5" 22"
5'�
Ln
BRICK, BLOCK, CMU T - d
OR PRECAST BOX ? o
I I OUTLET PIPE 00
I N
04
I I =I =I
N
Co _
Q n
12" CRUSHED STONE —
SECTION KNOCK -OUT PANELS
\r\�/\�r\�r\�r\
SECTION IN ALL WALLS
TEMPORARY SEEDING
I
II —
I
----_ -_--J BASIN FRAME AND
GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS
PLAN
DROP INLET
FOR PIPES UP TO 18" DIA.
NOT TO SCALE
RECEIVED
PROJ #
APR 17 2003
DWQ
GRASS TYPE
AMOUNT/
1000 SF.
TIME OF
SEEDING
INITIAL
FERTILIZATION/1000 SF.
MAINTENANCE
RYE GRAIN
1-2 LBS.
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1-2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
PERMANENT SEEDING
AMOUNT/
TIME OF
FERTILIZATION/1000 SF.
GRASS TYPE
1000 SF.
SEEDING
INITIAL
MAINTENANCE
BERMUDA, COMMON
1-2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH — APRIL
EACH 4-8 WEEKS
AUG. — SEPT.
12 LBS. 10-10-10
1-2 LBS. N.
12 LBS. 10-10-10
FESCUE, TALL
5-7 LBS.
SEPT. THRU OCT.
25 LBS. 10-10-10
FEB. — MARCH
MAY & DEC.
SEPT. — OCT.
(KENTUCKY 31)
FEB. THRU OCT.
12 LBS. 10-10-10
1/2 TO 1 LB. N.
12 LBS. 10-10-10
SERICEA
LESPEDEZA (SLOPES)
1-2 LBS.
MARCH THRU APR.
25 LBS. 10-10-10
FEB. — MARCH
1/2 TO 1 LB. N.
NA
V4
GREENS
VICINITY MAP
NOT TO SCALE
WATERFORD
TEv
,,om 7.
CAPE FEAR
Engineering, Inc.
151 Poole Rd, Suite 100
BeNille, NC 28451
TEL [phone]
FAX [phone]
www.capefeareng.com
DRAWN :
W.Cavenaugh
PROJECT
650-12
NUMBER :
DESIGN : W.Cavenough
CHECK:
A.Mills
SCALE : NONE
APPROVED :
D.Fennell
DATE : 09 JAN 2003
WAT E R FO R D WAY
STORM DRAIN
AND EROSION CONTROL
DETAILS
PROJECT NUMBER SHEET NUMBER
650— 1 4