SW6100905_APPROVED PLANS_20101206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW_
DOC TYPE
❑ CURRENT PERMIT
PPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE)/`�
YYYYMMDD
9

Rd
0
Independence Dr s�
e
�a
US 401
NORTH
VICINITY MAP
•
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I,' roll ne
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with th/3
10
3r�QUe
Gooden & Associates, Inc
Surveying ° Planning ° Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
Firm License: C-1992
Water Distribution Lines Engineered by
Don B. Jessup, P.E.
105 Ellington St.
Fayetteville, NC 28303
Phone: [phone]
License: 4876
Contractor must contact the North Carolina One
Call Center (800-632-4949) at least 48 hours prior to
digging
Sheet List Table
Sheet Title
No.
Cover Sheet
C1
Lot Layout
C2
Utility Plan
C3
Erosion Control Plan
C4
Constitution Drive
C5
Flag Drive
C6
Existing Drainage Detail
C7
Proposed Drainage Detail
C8
Wet Dentention Basin Detail
C9
Erosion Control Details
CIO
Street Details
C11
Water Details
C12
NOT FOR
CONSTRUCTION
's
STORMWATER DESIGN IS
FINAL FOR REVIEW
NO OTHER PORTION OF
THIS DESIGN IS FINAL
IDigitally signed by John E. P,e m III, P.L.S.
Date: 2010.11.11 16: 6:14-05'00'
Colonial
Landing
McLauchlin Township
Hoke County
North Carolina
Cover Sheet
G & G Land Development, Inc.
5011 Cumberland Rd.
Fayetteville, NC 28306
09219 \ Cover.dwg
Nov 10, 2010 I C

f O
Dr ems•
P
US 401
VICINITY MAP
Clifton Pilgrim
DB 236 Pg 887
N/2-15J0-G 13Z5.75" /�-----�---
Existing 20' Drainage Easement / \ \
Charles McKellar
DB 622 Pg 618
Zone R-15 I \\
/ -
o 0 \
a�Urt
e(s
co/o
hiq, Ch�o / / 1 I \ \ Go\° 5 MdS
I / / /7e / / / / I \ \ G2 ON 13,34
eR-
1 l Z n�,40,
1b 0O4S pc 2 P
GRAPHIC SCALE
0
( in FEET )
1 inch — 50 ft.
Gooden & Associates, Inc
Surveying ° Planning ° Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
Firm License: C-1992
Water Distribution Lines Engineered by
Don B. Jessup, P.E.
105 Ellington St.
Fayetteville, NC 28303
Phone: [phone]
License:4876
Notes Pertaining to the Subdivision Ordinance
• Zoning: RA-20
• Total Acreage: 10.6 Acres
• Total Number of Lots: 18
• Smallest Lot Size: 20,000 sf
• Total Street Length: 950 ft
• Building Set Back Limits
Front: 30
Side: 10 minimum:30 between buildings
Corner: 25
Rear: 25
• Surrounding Zoning: RA-20 & RMH
• Open Space is NOT required for this
development.
• Curbing is required and shall be either asphalt
wedge, rolled concrete, or vertical concrete.
Survey Notes
• All Distances shown are horizontal ground
distances
• This property is subject to to easements and
restrictions of record
• This surveyor does not certify to the existence of
underground utilities (tanks, etc.)
• No title search was completed for this survey.
No responsibility is assumed by this surveyor for
any conditions which may presently exist but
are unknown, such as toxic or hazardous waste
materials, cemeteries, and flood areas.
d
NOT FOR
CONSTRUCTION
' STORMWATER DESIGN IS
••..s FINAL FOR REVIEW
NO OTHER PORTION OF
THIS DESIGN IS FINAL
Colonial
Landing
McLauchlin Township
Hoke County
North Carolina
Lot Layout
G & G Land Development, Inc.
5011 Cumberland Rd.
Fayetteville, NC 28306
09219 \ 09219-Lots.dwg
Nov 10, 2010 1 C /

Plank Rd Rd
iWdependence Dr cal-0•
a
'00
0
US 401
NORTH
VICINITY MAP
GRAPHIC SCALE
( IN FEET )
I inch 50 ft.
CliftonPilgrim
--- i i --'
[)B-236 Pg 887
Gooden & Associates, Inc
Surveying - Planning - Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
Firm License: C- 1992
Water Distribution Lines Engineered by
Don B. Jessup, P.E.
105 Ellington St.
Fayetteville, NC 28303
Phone: [phone]
License: 4876
Seals
NOT FOR
CONSTRUCTION
STORMWATER DESIGN IS
FINAL FOR REVIEW
NO OTHER PORTION OF
THIS DESIGN IS FINAL
V,
Project
Colonial
Landing
McLauchlin Township
Hoke County
North Carolina
Utility Plan
G & G Land Development, Inc.
5011 Cumberland Rd.
Fayetteville, NC 28306
09219 \ 09219-Site.dwg
Nov 10, 2010 1 C3
I" = 50'

I I \
II \
I II \
I I \
I II \
I I
Ex. Cl 8
I I STA:—0+16.27 13.35E
I RIM: 268.72
I INV IN:264.64 24" Ex. RCP
I INV OUT.,264.64 24" Ex. RCP
--— — — — — — — — — — — — — ----------
i Existing 6" Water Main —
Constitution Drive
x. F
I \ \
I �
I
I ST/
I INV OUT:2
I I
I •'� I
I •1
I r,
I I •,.
I I:,
I I
I I
— — + — — — — — — — — — — — — — — — — — — -
I I
I I
I I
I I
I I
I I
I I
I
0+00 0+50 1+00 1+50 2+00
20' of 6" DI Centered
on Storm RCP
12 - -
GRAPHIC SCALE
( In FEET )
1 inch - 40 ft.
Gooden & Associates, Inc
Surveying - Planning ° Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
Firm License: C-1992
Water Distribution Lines Engineered by
Don B. Jessup, P.E.
105 Ellington St.
Fayetteville, NC 28303
Phone:[phone]
License: 4876
Legend
StormDrain
— W ..—W — —W ---W—
Water Pipe
®
Curb Inlet
®
FES
Tee
H
Valve
't:r
Fire Hydrant
4D
Blow Off
❑
Water Meter
NOT FOR
CONSTRUCTION
STORMWATER DESIGN IS
FINAL FOR REVIEW
NO OTHER PORTION OF
THIS DESIGN IS FINAL
hn !i /jwyc 11L
Colonial
Landing
McLauchlin Township
Hoke County
North Carolina
Constitution Drive
Plan & Profile
G & G Land Development, Inc.
5011 Cumberland Rd.
Fayetteville, NC 28306
09219 \ 09219-Constitution.dwg
Nov 10, 2010 C 5
Kale
1' = 40'
1 " = 4' Vertical
1

� r
-
FES 3 j
STA0+59.30 57.88L
RIM: 267.87
\ INV:263.20 24" RCP ) Cl 5
Cl 4 \ STA:0+56.95 38.16E STA:3+03.40 14.00E
\ ( RIM:269.74 i \,
[IN
M:267.67 INV IN:266.60 15" RCP
V IN:263.74 18" RCP INV OUT:266.35 18" RCP
V OUT:263.24 24" RCP
,
Flag Dr1v50 R w (public
)
20. of
1
ep
15 `a %LJ
RCP ®0. IL
(1 {j 1 {
\ < 264.25' of RCP 6�9% <
0 2+ 3+ Plug 6" at FH Assby 5+00
STA:0+47.57 42.93� 1 __ —. .............I l 20' of16" DI Centered ......I. Begin'12 East...._ ..._. ...1 .. ........ L..........................
<— on Storm RCP STA:3+31,76-18.00R o
IN
gpFt-21W 2" S R- 1 .. 6" C-900—W—.—yy—..—W—.. W—.. _yy_..
2" Ball Vaplve
03
STA:2+38.78 18.00R
\\ j 2" Ball' Valve
o• 6x6 Tee STA:3�40.78 18.00R
p Plugi West Side
Beggin 2" West STAA3+31j78 23.SOR �.
``".\ ••�yt_..� STA: 2+63.78 18.00R p I .�
j � f
1
c i
i
0
.t •{�i; ''STA: 8+23.39 37.96E
:. 1't'I'-! '-1'1+'F'i `€ l: (I .I' :, ..1. li h -� a 'I•.t' : '1'ISE t : � ,_: �... .g, .� az, •-
0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50
GRAPHIC SCALE
( IN FEET )
1 inch - 40 fF
Gooden & Associates, Inc
Surveying a Planning a Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
Firm License: C-1992
Water Distribution Lines Engineered by
Don B. Jessup, P.E.
105 Ellington St.
Fayetteville, NC 28303
Phone: [phone]
License: 4876
Legend
StormDrain
_.. W—y1t—.. W .. W —
Water Pipe
®
Curb Inlet
a
FES
Tee
H
Valve '..
1'f
Fire Hydrant
4D
Blow Off
Water Meter
0
Seals
44,
NOT FOR
CONSTRUCTION
I
STORMWATER DESIGN IS
e s;
FINAL FOR REVIEW
NO OTHER PORTION OF
THIS DESIGN IS FINAL
phn !i rr.,e�
Colonial
Landing
McLauchlin Township
Hoke County
North Carolina
Flag Drive
Plan & Profile
G & G Land Development, Inc.
5011 Cumberland Rd.
Fayetteville, NC 28306
09219 \ 09219-Flag.dwg
Nov 10, 2010 ✓
l 6
Saala �
1' = 40'
1" = 4' Vertical

\
1
/ <
No
\
\
1
it
< �� ` " r I•Ik I
i
1
1
\ EX .DRAINAGE AREA/#1 \
C=0.30 `
6.67 Acres' j
1
I / l til 4tl�ors"o _./ _
/1,5
zi
O / I
Clifton Ngft
DB-256 Pg 887
,E)(. DRAINAGE AREA #2
- -
\ C=0.30' /
I
3.81 Acres
"
I
t
\ h
i
\
\
Go \or dP
GRAPHIC SCALE
( In FE:7T )
I inch -- 50 ft.
Gooden & Associates, Inc
Surveying - Planning - Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone:[phone]
Firm License: C-1992
Water Distribution Lines Engineered by
Don B. Jessup, P.E.
105 Ellington St.
Fayetteville, NC 28303
Phone:[phone]
License:4876
Drainage Area = 474,000 Sq. Ft. (10.9 Acres)
NOT FOR
\ i `
CONSTRUCTION
STORMWATER DESIGN IS
FINAL FOR REVIEW
NO OTHER PORTION OF
THIS DESIGN IS FINAL
Colonial
Landing
McLauchlin Township
Hoke County
North Carolina
Existing Drainage
Detail
G & G Land Development, Inc.
5011 Cumberland Rd.
Fayetteville, NC 28306
Project M \ 0(a`Mng
09219 \ 09219-Existing.dwg
Nov 10, 2010 1 C 7

Al
0
01
R,
Cji (-Z) G
XZ Permanent
01Q,
Wet Detention 1 (27)
Basin
Cl 5 Drainage Area
F21, z
Cl 4 M. 269.74 25% Impervious
RIM: 267.87 INV IN: 266.60 15" RCP C=0.35
INV IN:263.74 18" RCP 18" RC 96,671 Sq. Ft.
INV OUT:263.24 24" RCP INV OUT. 266.3 (2.22 Acres)
/X + + +
.. .. .. .. L:-i-Ell' K'Y'1' ",I-L..41:; 1 rl=' MT - --- --- --- T� 17 -34
(53'1 "N 2 - - - - - - -
W
------------ Clifton Pilgrim
a���® r���Flag .,Driv.e,50'R/..W,,Public .,,
------------
2 �QB- 36 Pg 887
All gutters, yard drains, and
Cl 6
q7/ R'—V Drolnog�e Area other drainage improvement
RIM, 270.03
Impervious ious features shall, as much as
INV OUT., 266.7 RCPC=0.39 practically possible, direct all +
89,852 Sq. Ft. Cl 6 flows towards Flog Drive and Drainage Area
44% Impervious r
(2.06 Acres) the Wet Detention Basin. . . . .
C=0.46 . . . . . . . . . . . . . . e
+
833 Sq. Ft.
+ + + + ri I I' L'of 9- i i I +
(711.65 Acres) "ff
..t t . . . . �mpefvleus�s 04texi
XY
0
+ Eastern Drainage Area
Constitution Drive
(Untreated)
Drainage Area 0% Impervious
(Untreated) C=0.20
18% Impervious 67,000 Sq. Ft.
C=0.28 (1.54 Acres)
33,000 Sq. Ft.
(0.76 Acres)
Ilk
576.22' of Ex. RCP 0 0.28%
Existing 20' Drainage Easement Ex. Cl 8 Ex. Cl 7
Ex' C' 8 RIM- 268.95 Charles McKellar - --- ----
RIMIL268 ; . �72 j
e C, RCP,,
INV IN: 264.64 24" X. INV OUT: 264.87 24" Ex.
INV OUT:264.64 24' Ex. RCP DB 622 Pg 618
Zone R- 15
00
Urt --- ----
-- - ---- ----- ---
CO/ T— 60
01� 00 \'40
/Q/ Ch Colo r�-� 5
44 �\e
Q10 10
210 004
PI
/7e k- I's
).0
L Z)
Cl)
0
GRAPHIC SCALE
( IN FEET )
I inch — 50 ft.
Gooden & Associates, Inc
Surveying - Planning - Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
Firm License: C- 1992
Water Distribution Lines Engineered by
Don B. Jessup, P.E.
105 Ellington St.
Fayetteville, NC 28303
Phone: [phone]
License: 4876
------ I --
Total Drainage Area = 450,000 Sq. Ft. (10.33 Acres)
Drainage Area to Pond = 350,000 Sq. Ft. (8.03 Acres)
Untreated Drainage Area = 100,00 Sq Ft (2.30 Acres)
h17
a
NOTFOR
CONSTRUCTION
STORMWATER DESIGN IS
FINAL FOR REVIEW
NO OTHER PORTION OF
THIS DESIGN IS FINAL
Colonial
Landing
McLauchlin Township
Hoke County
North Carolina
Proposed Drainage
Detail
-1-
G & G Land Development, Inc.
5011 Cumberland Rd.
Fayetteville, NC 28306
09219 \ 09219-Stormwater.dwg
Nov 10, 2010 1 C8
I" = 50'

PLANTING PLAN
INSTALL THE SELECTED VEGETATION IN THE PLAN LIST TABLE
ACCORDING TO VENDOR SPECIFICATIONS. TOPSOIL MAY BE
OBTAINED FROM ELSEWHERE ON THE SITE. THE SUBGRADE MAY
NEED TO BE TILLED ALONG THE PLANTING AREAS JUST PRIOR TO
INSTALLING VEGETATION. VEGETATION SHOULD BE MONITORED
AND CARED FOR TO ENSURE IT SURVIVES AND MULTIPLIES.
NOTEi
SOILS CONDITIONS REQUIRE THAT A CLAY LINER BE
INSTALLED TO MAINTAIN A PERMANENT POOL.
• SOIL SHOULD BE TILLED ALONG THE PLANTING
AREAS JUST PRIOR TO INSTALLING VEGETATION.
VEGETATION SHOULD BE MONITORED AND CARED FOR
TO ENSURE IT SURVIVES AND MULTIPLIES.
• THIS BASIN DRAINS INTO AN EXISTING PIPE
NETWORK. ALTHOUGH THE EXISTING OUTFALL IS NOT
INCLUDED IN THIS PROJECT, THE OUTFALL MUST BE
PROTECTED AGAINST ADDITIONAL FLOWS FROM THIS
PROJECT THAT MIGHT INDUCE EROSIVE VELOCITIES.
THE EXISTING OUTFALL MUST BE INSPECTED TO
ENSURE IT IS NOT IN DISREPAIR OR IN NEED OF
MAJOR RETROFIT.
11
NOTE: THE BASIN MUST NOT BE CONVERTED UNTIL THE
SITE IS STABILIZED AGAINST EROSION AND SEDIMENTATION
1. REMOVE BAFFLES
2. REMOVE SEDIMENT AND RESTORE BOTTOM ELEVATION
3. ENSURE POND IS COMPACTED WITH CLAY TO RETAIN A
PERMANENT POOL
4. RESTORE SIDE SLOPES
5. INSTALL POND VEGETATION
TOP OF POND EMBANKMENT ELEV. = 266.6
GEOTEXTILE CURTAIN
FILTER FABRIC SHALL BE A NON —WOVEN GEOTEXTILE WITH
PROPERTIES EQUAL TO AMOCO 4551 OR MIRAFI 140N. GETEXTILE
CURTAIN SHALL BE SECURELY FASTENED TO PIPE WITH STAINLESS
STILL STRAPS AND HARDWARE. CURTAIN SHALL NOTED OTHERWISE
CURTAIN MAY BE CUT ON TOP SIDE OF POPE ONLY TO ALLOW
CURTAIN TO BE WRAPPED AROUND PIPE.
GEOTEXTILE CURTAIN
Ex. DROP INLET \\ \\
TOP: 263.78 \ \
`\ INV IN:259.70 24" Ex. RCP \
\ / INV IN:259.70 24" RCP
\ INV IN:259.70 24" Ex. RCP \ i
INV IN:259.70 15' Ex. RCP
\ \ / 40.96' of
/ RCP ® 0.73 II / N 84
\ z66 FSS 1
\\ 14 �
r 48"x48" Riser
/ TOP: 265.20
/ 1" ORIFICE: 263.50 \\
/ INV OUT:260.00 24" RC \\ ?6 LLLLLL_ LLLLLL
V�
\\ ° ?61 LL_LL LL 9etated Shelf
/ \\ 26?\ -LI`� L,--IPlanting Area
ILL
LL
LL L
LLL
% L LL
/ LL LL A n
/ ILLLL r� N
L ILL J L ?53
LLLLL LLILL LL
LLLLI I LLLLLLLL z61 ?Ep
�Y
ass ry�
�l Ac�FSS
\
/ 15 INV IN:263.21
Vegetated Shelf Landscape Plan
Key
Common
Name
Botanical Name
Quantity
Planting
Area
Type
Spacing
JE
Softrush
Juncus Effusus
200
800 sf
1 quart
24" O.C.
PC
Pickerelweed
Pontederia Cordata
136
544 sf
1 quart
24" O.C.
PV
Arrow Arum
Peltandra Virginica
125
500 sf
1 quart
24" O.C.
SC
Lizard Tail
Saururus Cernuus
177
706 sf
1 quart
24" O.C.
NOTE:
Regulations require 50 plants per 200 sf of shelf area
Total planting area = 2550
Total required plants = 2550 / 200 x 50 = 637.5 plants
This plan provides 638 plants
ALUMINUM
COMB. ANTI VORTEX
DEVICE AND TRASH RACK
TEMPORARY POOL EL = 265.2
— 48'x48' BRICK RISER
RIP —RAP 10 DRAW —DOWN ORIFlCE�
—11 PERMANENT POOL WISE 264.0 (LOW FLOW ORIFICE INV.) o
2
SEDIMENT FOREBAY PERMANENT POOL (3.1' AVG. DEPTH)
ti.
INSTALL CLAY UNER TO PREVENT
BOTTOM = 25g 5 b. INFILTRATION OF PERMANENT POOL .n BOTTOM OF POND ELEV. = 259.5 1/4
EXCAVATE V BELOW POND BOTTOM
FOR SEDIMENT ACCUMULATION
TOP OF EMBANKMENT TOP OF EMBANKMENT
1 10.0
EMERGENCY SPILLWAY SECTION
SEDIMENT SHALL BE REMOVED FOLLOWING STABILIZATION OF SITE
AND DETENTION POND SHALL BE FINE GRADED TO FINAL CONTOURS.
WET DETENTION POND #1
N. T. S.
TOP OF POND EMBANKMENT ELEV. - 266.6
VEGETATED SHELF
� RISER INBEDED IN ANTI -FLOTATION DEVICE
5' x 5' CONC. ANTI -FLOTATION DEVICE 2' THICK
\2A 5 0tRCP®Og9%>
6 2
RIM:267.87
/\ INV IN:263.74 18" RCP
INV OUT:263.24 24" Rf
SEED & MULCH EMBANKMENT
e 50'
F R g Olp`'b��C)
GRAPHIC SCALE
( IN 7EET )
1 inch..-- 20 ft.
EMERGENCY SPILLWAY
INSTALL SLOPE PROTECTION MATTING
DI w
TTYPE PLUG
ON SLOPES STEEPER THAN 6:1
"TEMPORARY POOL ELEV. = 265.2
3
——RISER
TOP
EXISTING 38'x 38DROP INLET
COMPACTED FILL
�
k6f�P%Ii`
w
o
t
I i
4' DI TEE,
24' RCP OUTLET BARREL
EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS,
VEGETATION, ROCKS AND OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE
PLACING FILL. PLACE FILL IN 6-8' LOOSE LIFTS. COMPACT TO AT LEAST 95% OF
THE STANDARD PROCTOR DENSITY.
EMBANKMENT SECTION
PERMANENT POOL ELEV- 64.0
N
/I
4' OR LLEDP WITH
J
DRAWDOWN ORIFICE DETAIL
N. T. S.
Gooden & Associates, Inc
Surveying n Planning n Mapping
1745 Cypress Lakes Rd
Hope Mills, NC 28348
Phone: [phone]
Firm License: C-1992
Water Distribution Lines Engineered by
Don B. Jessup, P.E.
105 Ellington St.
Fayetteville, NC 28303
Phone: [phone]
License:4876
Legend
StormDrain
_"—y(t _"_W—..—W—..—W—
Water Pipe
®
Curb Inlet
®
FES
Tee
H
Valve
'(Zr
Fire Hydrant
�m
Blow Off
❑
Water Meter
=p'0�sS02
SEAL i
L 4905 e
O
PREVE'
D 1hn Z r" --LT-
Digitally signed by John E. Prevette III, P.LS.
Date: 2010.11.29 08:31:27 -05'00'
2010-11-29: Sheet C9 (Revised elev. in section view; revised
plant quantities; clay liner now shown)
Colonial
Landing
McLauchlin Township
Hoke County
North Carolina
Wet Dentention
Basin Detail
G & G Land Development, Inc.
5011 Cumberland Rd.
Fayetteville, NC 28306
Project # \ Drawing - Sheet
09219 \ 09219-Pond.dwg
Bv JEP
Date
Nov 29, 2010 IC 9
1"=20'