SW7070134_HISTORICAL FILE_20070416

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW Zj7�/3�
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD
9

PROJECT DESCRIPTION APR 1 S 2007
Camden Athletic Complex DWQ-WARO
Camden County, North Carolina
January 24, 2007 revised April:6 2007, '
The Camden Athletic Complex is a proposed public park project. The 31.18 acre
tract is located off of South NC Highway 343, adjacent to Sawyers Creek Swamp,
directly behind Grandy Primary School and the future Camden Intermediate School. A
large portion of the tract is wetlands, leaving approximately 18.46 acres of high ground
area for development. Camden County is planning to develop the site as a public athletic
complex to include baseball fields, a running track, play ground and walking path.
The proposed construction includes construction of a 57,028 sf paved parking lot
on the southwest side of the site, construction of a 35,922 sf running track that will
surround a multi purpose field intended for soccer and football, a mulch walking trail, and
required drainage features. An existing gravel path contributes 0.03 acres of impervious
surface. The total impervious area for the site will be 2.13 acres or 7% of the overall site
(or 12% of the high ground).
Although the overall impervious area is less than 30%, the parking lot creates a
high density cluster and the runoff from the track will be collected in a piped system.
Therefore, the site has been divided into four drainage areas. The first two drainage areas
will contain the parking lot and will have wet detention basins to provided treatment of
the runoff. The other two will be low density and no treatment will be provided except
for a level spreader where the discharge is directed through a pipe toward the wetlands.
Drainage Area 1 is 5.79 acres and contains the western half of the proposed
parking lot and the proposed track and field area. The parking contains 25,784 sf and the
track contributes another 35,922 sf of impervious area for a total of 1.42 acres or 25% of
the drainage area. Stormwater will sheet flow across the parking lot into a grassed swale
with 3:1 side slopes. This swale will route the runoff into the proposed detention pond
that is designed for 90% TSS removal. The track and field area will sheet flow to a
trench drain system along the interior of the track. This drainage will be piped into the
swale that drains to the detention pond. The pond will discharge into a new swale that
will route the discharge across a level spreader and into the wetlands of Sawyers Creek.
The level spreader has been designed for a 10 year storm discharge of 5 cfs. While the
level spreader will be located in ari area that is currently wooded, the area will be cleared
to excavate the filter strip which will be covered with shade tolerant Bermuda grass sod.
Our detention pond spreadsheet that utilizes the "chainsaw" routing method indicates a
peak discharge of 6.63 cfs and an analysis utilizing XP Storm indicates a peak discharge
of 4.67 cfs. According to the soils map, the soil types in Drainage Area I are Yeopim and
Chapanoke. On January 23, 2007, a soil boring was made on the site in the area of the

proposed detention pond. The existing elevation at the soil boring location is
approximately 6.75'. From 0-12" was topsoil, from 12" to 36" the soil was a silty clay
loam, and from 36"- 48" the soil was a fine sandy loam. This supports the soil map
indication that the pond is located in Chapanoke soils. Water was encountered at a depth
of 24", or elevation 4.75'. The water level in the adjacent wetlands typically varies from
elevation 2' to elevation 3'. _Permanent pool has been set at 4.50'. Given the high water
table, we feel that wet detention will be the most appropriate method of storm water
treatment for this site.
Drainage Area 2 is 2.25 acres and contains a portion of the mulch walking path
and grassed open space. While this area contains no impervious area, it has been
separated because the runoff from the path is collected in a grass lined Swale and
discharged through a culvert toward the wetlands of Sawyer's Creek. A level spreader
has been designed for this area to diffuse the flow prior to the wetland limits. The level
spreader design was based on a 2 cfs peak flow during a 10 year storm. This flow was
determined utilizing XP Storm. This level spreader is also located in an area that is
currently wooded. To achieve the necessary slope, this area will be cleared and
excavated. A shade tolerant Bermuda grass sod will be installed in the filter strip.
Drainage Area 3 is 1.76 acres and contains the eastern half of the proposed
parking lot. This parking covers 31,244 sf, or 41 % of the drainage area. Storm water will
sheet flow across the parking lot into a grassed Swale with 3:1 side slopes. This Swale
will route the runoff into the detention pond that is currently under construction as part of
the new intermediate school. This pond was designed for the school and to include runoff
form this part of the parking lot. The design is by Quible & Associates and is covered
under the stormwater permit issued for the school, permit SW# 7051202
Drainage Area 4 is 21.38 acres and contains the all of the remaining acreage and
all of the wetlands. The only impervious area in Drainage Area 4 is the small portion of
existing gravel path and a corner of a tennis court that is approximately 1,873 sf or 0.04
acres. The only proposed improvement within this area is part of the mulch walking path.
All runoff from this drainage area will continue to sheet flow across the grassed field into
grass lined swales that will chain into the woods and into the wetlands of Sawyers Creek.
The predominant soil type for this development is Ycopim. A small part of the
field, in the area of the proposed detention pond, is Chapanoke. Both of these are in
hydrologic group B. Soils along the fringes of the wetlands are Slate and the swamp is
Dorovan. These soils types and their classifications were taken from Soil Survey of
Camden County, North Carolina by USDA-NRCS issued July 1995.
The total disturbed area for this project is 14.7 acres. Limits of disturbance are
shown on the plans.

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
March 22, 2007
Mr. Randell Woodruff, County Manager
Camden County
117 N. 343
Camden, NC 27921
Subject: m Stor water Review SW7070134
Camden Athletic Complex
Camden County
Dear Mr. Woodruff:
Alan W. Klimek, P.E. Director
Division of Water Quality
This office received a Coastal Stormwater permit application and plans for the subject project on January
26, 2007. A preliminary review of your project indicates that before a State Stormwater permit can be issued the
following additional information is needed:
1. The stormwater drainage from the track area should be routed to the new wet detention pond if
possible. If this is not possible the stormwater should be treated in grassed swales and piping other
than under a roadway should be avoided.
2. Any new swales that outlet to wetlands or streams should include level spreaders that result in sheet
flow at a non erosive velocity into the wetland or stream.
3. Page three of the plan has a typo on the overflow structure detail. T he small diameter orifice is listed
as 1/8 inch rather than 7/8 inch.
The above requested information must be received in this office prior to April 22, 2006 or your
applications will be returned as incomplete. The return of these projects will necessitate resubmittal of all required
items including the application fees. If you need additional time to submit the required information, please mail or
fax your request for time extension to this office at the Letterhead address.
You should also be aware that the Stormwater Rules require that the permit be issued prior to any
development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina
General Statute 143-215.1 and may result in civil penalties of up to $25,000 per day.
If you have questions, please feel free to contact me at [phone].
Sincerely,
er K. Thorpe
Environmental Engineer
Washington Regional Office
cc: r/`/ ashington Regional Office
Hyman & Robey PC
North Carolina Division of Water Quality Internet: www.newaterqualio.ore
943 Washington Square Mall Phone [phone]
Washington, NC 27889 Fax [phone]
One
NorthCarolina
NATA(rallllry
An Equal Opportunity/Atannaave Action Employer —50%Recycled/10%Post Consumer Paper

vav 343 .
PAY '";********420 DOLLARS AND NO CENTS
NCDENR NC
TO THE RALEIGH .
ORDER
IITUCK CHECK�NO O.O 8 2.5'3
40Y . ,
531
958 - -
825
VENDOR CHECK DATE ,CLECKAMOUNT
930 06/O8/2006 $420,00
O'008253"@ i:053L07303i: 23 051284 L01"

Nyman & Rnbev. PC
Consulting Engineers and Land Surveyors [phone] Office
[phone] Office
[phone] Fax
Mr. Bill Moore
Dept. of Environment and Natural Resources
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Management Permit
Camden County Athletic Complex
Project 4040577
Dear Mr. Moore:
January 25, 2007
JAN 2 6 2007
D Q-Y ARO
Enclosed for your review and approval, please find the following items:
1. Two (2) copies of the above referenced plans.
2. The original and one (1) copy of the Stormwater Exemption Application.
3. Two (2) copies of the project description.
4. Check in the amount of $420.00 for the required fee.
If you have any questions, please do not hesitate to call this office at
[phone].
cc: file
Dan Porter
Sincerely,
Sean C. Robey, P.E.
���^�Dy tmberly D. mby
Project Manager
P. 0. Box 339, Camden, NC 27921

Hkman & Robev, PC
Consulting Engineers and Land Surveyors [phone] Office
[phone] Office
Attachment to WET DETENTION BASIN SUPPLEMENT [phone] Fax
For Pasquotank Fuel Facility and Shelter
Detention Pond — Drainage Area 1
e. Pond has been designed for 90% TSS removal.
k. The pond will be located adjacent to parking areas which are located on the
Camden County property. Landscaping will be limited to allow for access to the
detention pond.
JAN 2 3 20Vn1
DWQ-WARD
P. O. Box 339, Camden, NC 27921

PERMANENT POOL DETENTION PONDS
DESIGN OF POND
Camden Athletic Complex
10 Yr, 24 I-Ir Storm
DETENTION POND
Flyman & Robey, PC
150-A Hwy 158 East
Camden, NC 27921
(252)-335-1888
04/11/07
SA/DA PERCENTAGES FOR 90% TSS R177MOVAL WITHOUT VEGETATIVE FILTER
% IMPR V
3.0 FT
3.5 FT
4.0 FT
4.5 FT
5.0 FT
5.5 Vr
6.0 FT
10%
1.3
LO
0.8
0.7
0.6
0.5
0.4
20%
2.4
2.0
1.8
1.7
1.5
1.4
1.2
30%
3.5
3.0
2.7
2.5
2.2
1.9
1.6
40%
4.5
4.0
3.5
3.1
2.8
2.5
2.1
50%
5.6
5.0
4.3
3.9
3.5
3.1
2.7
60%
7.0
6.0
5.3
4.8
4.3
3.9
3.4
70%
8.1
7.0
6.0
5.5
5.0
4.5
3.9
80%
9.4
8.0
7.0
6.4
5.7
5.2
4.6
90%
10.7
9.0
7.9
7.2
6.5
5.9
5.2
100%
12.0
10.0
8.8
8.1
7.3
6.6
5.8
WATERSHED AREA:
5.79 ACRES
WATERSHED % IMPERVIOUS:
25 %
PERMANENT POOL ELEVATION:
4.5 FT
DESIGN PERMANENT POOL DEPTH:
FT
SA/DA PERCENTAGE FACTOR:
2.25 DIX.
POND SURFACE AREA REQ-D:
17OREBAY AREA:
AT WIDTH = 0.33 LENGTH,
WIDTH =
LENGTH =
Use these dimensions:
VOLUME OF V RAINFALL
5675 SF
1702 SF
6.5 FT
0.3
1.0
1.3
1.8
2.3
2.9
3.4
4.0
4.6
5.1
Page I
I1111S(G1sllyG EEL)
APR 1 12007
D Q-WARQ
7.01-1'
0.2
0.9
I.
1.4
1.9
2.4
2.9
3.4
3.9
4.3
(M)M ABOVE TAULB- TAKFN 1'RONt I)FSIGN OI' SrORM W A'ItiR
CONTROLFACILrIIISWORKSIIOPMANUAL-PF C1989)
43.4924 I-F (BASED UPON MINIMUM SURFACE AREA)
130.477 LF
WIDTH 31.87 LF
LENGTH 251 LF
AREA OF ROOFS:
0
AC
AREA OF PARKING/CONCRETE:
1.42
AC
AREA OF GREEN AREAS:
4.37
AC
VOLUME OF RUNOFF
8069.49
CF
STORAGE DEPTH FOR MINIMUM AREA =
ELEVATION OF I" RAINFALL = 5.51
Normal Pool Elevation
VOL (CF)=[(ROOF* I
1.01 FT
4.5

DRAWDOWN - WATER QUALITY
Q(2 DAYS) = 0.0467 CFS
Q(5 DAYS) = 0.01868 CFS
Page 2
I" RUNOFF STAGE 1.01 FT
DEPTH OF DRAWDOWN DEVICE BELOW OUTLET 1.5 FT
I" RUNOFT OUTLET DEVICE: 1.32388 INCH DIA HOLE
DIAMETER OF HOLE TO USE: 1.5 INCH DIAMETER
1" STORM RUNOFF DRAWDOWN TIME 2.22561 DAYS
INFLOW HYDROGRAPH
Return Year Storm 10 Yr
Qp = Peak Discharge = 14.7 efs
Tc = Time of Concentration =
Calculation of Tp (Time to Peak)
From SCS NEH 4, page 15-7 Eqn. 15.4
Lag Time (L) = (IA0.8*(S+I)A0.7)/(1900*YA0.5) for L in His
where: I = hydraulic length of watershed (ft)
S = (I 000/CN)-10
CN = approximately same CN from TR-55
Y = avg. watershed land slope in %
S = (I 000/CN)-10 = 1.76471
L= 0.30911 firs
From SCS NEH 4, page 16-7 Eqn. 16.7
Tp=D/2+L
where : D = unit of excess duration rainfall (firs)
L = Lag Time (hrs)
A=(Q/(Cd*SQRT(2gh))1* 144
Rad.=SQRT(A/PI)
Dia.=2*Rad.
From SCS NEH 4, page 16-8 Eqn. 16.12
D = 0.133 to
where: Tc = Time of Concentration (firs) - (Sec Tr-55 Printout)
THEREFORE: D = 0.02217 firs
Tp= 0.32019 firs = 19.2114 min
Volume under Hydrograph = 1.39 * Qp * Tp = 23552.8 Cubic Peet
= 770
= 1.76471
= 85
0.5
"SEAL
18S511 -
GINE
r`

Inflow Hydrograph
SCS Dimensionless Hydrograph
"Time Discharge Time Discharge Volume
Ratio Ratio fir cfs cf
-------------------------
-------------------------
0.00
0.00
--------------
--------------
0.00
0
-------
-------
0.10
0.03
0.03
0
51
0.20
0.10
0.06
1
169
0.30
0.19
0.10
3
322
0.40
0.31
0.13
5
525
0.50
0.47
0.16
7
796
0.60
0.66
0.19
10
1118
0.70
0.82
0.22
12
1389
0.80
0.93
0.26
14
1576
0.90
0.99
0.29
15
1678.
1.00
1.00
0.32
15
1694
1.10
0.99
0.35
15
1678
1.20
0.93
0.38
14
1576
1.30
0.86
0.42
13
1457
1.40
0.78
0.45
II
1322
1.50
0.68
0.48
10
1152
1.60
0.56
0.51
8
949
1.70
0.46
0.54
7
779
1.80
0.39
0.58
6
661
1.90
0.33
0.61
5
559
2.00
0.28
0.64
4
474
2.20
0.21
0.70
3
702
2.40
0.15
0.77
2
498
2.60
0.11
0.83
2
363
2.80
0.08
0.90
1
261
3.00
0.06
0.96
1
186
3.20
0.04
1.02
1
136
3.40
0.03
1.09
0
98
3.60
0.02
1.15
0
71
3.80
0.02
1.22
0
51
4.00
0.01
1.28
0
37
4.50
0.01
1.44
0
42
5.00
0.00
1.60
0
0
V01ume
under
hydrograph =
22372 cf
Based upon runoff volume =
23552.8 cf
Depth rcq'd 1'or mininnun area =
Page 3
z� Ll SEAL
= ies;o
CIftj)V
i1
2.94433

STAGE STORAGE FUNCTION OF POND
(FOR RECTANGULER DETENTION POND ONLY)
Minimum surface area taken at normal water level
BASIN AREA INCR ACCUM
VOLUMEVOLUMESI'AGE In s
S 'L
sf cf cf It
Pond Side Slope (M) =
In Z Z cm Elevation
7999
0
0
0
Surface area at normal pool
4.5
8857
4214
4214
0.5
8.35
-0.69
0.52
5
9733
4647
8861
1
9.09
0.00
1.00
5.5
10626
5090
13951
1.5
9.54
0.41
1.48
6
11538
5541
19492
2
9.88
0.69
1.98
6.5
12467
6001
25493
2.5
10.15
0.92
2.50
7
13415
6471
31964
3
10.37
1.10
3.04
7.5
14381
6949
38913
3.5
10.57
1.25
3.61
8
15304
7436
46349
4
10.74
1.39
4.20
8.5
16366
7933
54282
4.5
10.90
1.50
4.82
9
17385
8438
62720
5
11.05
1.61
5.46
9.5
Regression
Output
Constant
9.34346
Ks = S/Z^b
= 8870.401
Sid Err of Y Est
0.00969
R Squared
0.99962
No. of Observations
7
Degrees of Freedom
5
X Coefficient(s) 1.15215 = b
Sid Err of Coef. 0.01009
FOR VERTICAL SIDED DETENTION POND SE"I' b=0, AND Ks = SURFACE AREA (SF)
STAGE DISCHARGE
(FOR RISER/BARRELL SPILLWAY W EMERGENCY WEIR)
RISER
Dr =
18
Riscr Dia. (in)
Etop =
20.00
Elev. Top Riser (It) 7.44
Cwr =
3.33
Riser weir cocff
Cdr =
0.60
R iser ori fice cocff
H 1 n =
5
Number of Holes
Hid =
2
Hole Dia. (in)
E H 1 =
20.00
Elev. Holes, (1) G
H2n =
5
Number of Holes
H2d =
2
Hole Dia. (in)
EH2 =
20.00
Elev. Holes (2)
H3n =
0
Number of Holes
H3d =
2
Hole Dia. (in)
EH3 =
20.00
Elev. Holes (3)
BARREL:
Db =
15
Barrel Dia. (in)
Einv =
20.00
Elev Invert Barrel (fl) Barrel] Adjustment Factor
Cdb =
0.60
Barrel orifice coeff
3
Page 4
I BEJo
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EMERGENCY WEIR
Page 5
Elevation
4.50
4.50
4.5 t
4.54
4.59
4.66
4.76
4.89
5.04
5.21
5.38
5.54
5.70
5.84
5.94
6.02
6.07
6.09
6.09
6.08
6.06
6.02
5.97
5.92
5.87
5.82
5.78
5.75
5.72
5.70
5.67
5.63
5.60
Cw
Ecr
Lw
Riser
Hole
(1)
3 Weir coeff
5.51 Elev weir coeff (ft)
5 Weir Length (ft)
Riser Riser
Hole Hole
(2) (3)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Riser
Riser
Barrel
Principal
Ianergcy
(weir)
(orifice)
Spillway
Weir
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.00
0,0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.00
0.0
0.0
0.0
0.0
0.00
OA
0.0
0.0
0.0
0.00
0.1
0.0
0..0
0.0
0.00
1.3
0.0
0.0
0.0
0.00
2.8
0.0
0.0
0.0
0.00
4.3
0.0
0.0
0.0
0.00
5.5
0.0
0.0
0.0
0.00
6.3
0.0
0.0
0.0
0.00
6.6
0.0
0.0
0.0
0.00
6.6
0.0
0.0
0.0
0.00
6.5
0.0
0.0
0.0
0.00
6.2
0.0
0.0
0.0
0.00
5.5
0.0
0.0
0.0
0.00
4.7
0.0
0.0
0.0
0.00
3.9
0.0
0.0
0.0
0.00
3.2
0.0
0.0
0.0
0.00
2.6
0.0
0.0
0.0
0.00
2.1
0.0
0.0
0.0
0.00
1.8
0.0
0.0
0.0
0.00
1.4
0.0
0.0
0.0
0.00
1.2
0.0
0.0
0.0
0.00
1.0
0.0
0.0
0.0
0.00
0.6
0.0
. 0.0
0.0
0.00
0.4
SEAL
18550 -
sFgAf C. V pW,

ROUTING OF INFLOW HYDROGRAPI-I THROUGH POND AND OUTFLOW DEVICE Page
Total
Riser
Riser
Riser
Barrel
Emerg
Time
Inflow
Storage
Stage
Outflow
Holes
(weir)
(orifice)
Spillway
t (hr)
efs
cf
Elevation
cfs
(1+2+3)
cfs
cfs
cfs
CIS
cis
0.000
0
0
4.50
0.00
0.00
0.00
0.00
0.00
0.00
0.032
0
0
4.50
0.00
0.00
0.00
0.00
0.00
0.00
0.064
1
50.8333
4.51
0.00
0.00
0.00
0.00
0.00
0.00
0.096
3
220.278
4.54
0.00
0.00
0.00
0.00
0.00
0.00
0.128
5
542.222
4.59
0.00
0.00
0.00
0.00
0.00
0.00
0.160
7
1067.5
4.66
0.00
0.00
0.00
0.00
0.00
0.00
0.192
10
1863.89
4.76
0.00
0.00
0.00
0.00
0.00
0.00
0.224
12
2982.22
4.89
0.00
0.00
0.00
0.00
0.00
0.00
0.256
14
4371.67
5.04
0.00
0.00
0.00
0.00
0.00
0.00
0.288
15
5947.5
5.21
0.00
0.00
0.00
0.00
0.00
0.00
0.320
15
7625
5.38
0.00
0.00
0.00
0.00
0.00
0.00
0.352
15
9319.45
5.54
0.09
0.00
0.00
0.00
0.00
0.09
0.384
14
10986.2
5.70
1.28
0.00
0.00
0.00
0.00
1.28
0.416
13
12414.3
5.84
2.83
0.00
0.00
0.00
0.00
2.83
0.448
11
13545.6
5.94
4.29
0.00
0.00
0.00
0.00
4.29
0.480
10
14372.8
6.02
5.47
0.00
0.00
0.00
0.00
5.47
0.512
8
14894.8
6.07
6.25
0.00
0.00
0.00
0.00
6.25
0.544
7
15122.9
6.09
6.61
0.00
0.00
0.00
0.00
6.61
0.576
6
15140.8
6.09
6.63
0.00
0.00
0.00
0.00
6.63
0.608
5
15036.8
6.08
6.47
0.00
0.00
0.00
0.00
6.47
0.640
4
14849.9
6.06
6.18
0.00
0.00
0.00
0.00
6.18
0.704
3
14373
6.02
5.47
0.00
0.00
0.00
0.00
5.47
0.768
2
13814
5.97
4.66
0.00
0.00
0.00
0.00
4.66
0.832
2
13237.4
5.92
3.87
0.00
0.00
0.00
0.00
3.87
0.897
1
12707.2
5.87
3.19
0.00
0.00
0.00
0.00
3.19
0.961
1
12233.2
5.82
2.61
0.00
0.00
0.00
0.00
2.61
1.025
I
11817.6
5.78
2.14
0.00
0.00
0.00
0.00
2.14
1.089
0
11460.6
5.75
1.75
0.00
0.00
0.00
0.00
1.75
1.153
0
11154.8
5.72
1.44
0.00
0.00
0.00
0.00
1.44
1.217
0
10893.1
5.70
1.20
0.00
0.00
0.00
0.00
1.20
1.281
0
10668.4
5.67
0.99
0.00
0.00
0.00
0.00
0.99
1.441
0
10188.8
5.63
0.61
0.00
0.00
0.00
0.00
0.61
1.601
0
9881.62
5.60
0.39
0.00
0.00
0.00
0.00
0.39
6.09053 = maximum stage elevation
6.63473=maximumdischarge
16550

Page 7
Camden Athletic Complex
Camden County
10yrSTORM
16-_....._.,...._....
14 MvQ
1
12
10 d,�
Ol 8
4
2 00-1
0 ..wro.....
0.000 0.500 1.000 1.500 2.000
Time (hrs)
—c—INFLOW (cfs)
OUTFLOW (cfs)
rqN C. 1106
//I11110,

POND VOLUME CALCULATIONS
IFOR
S:IHyman & Robey '041040577 - Camden School Athletic 1Complexlexcet1040577 - POND VOLUME CALCULATIONS.xis
POND CALCULATIONS
AREA
PERMANENT POOL SURFACE AREA
MAIN BASIN SURFACE AREA
FOREBAY SURFACE AREA
AREA AT EDGE OF MAIN BASIN SHELF
AREA OF MAIN BASIN BOTTOM
AREA AT EDGE OF FOREBAY SHELF
AREA OF FOREBAY BOTTOM
SURFACE AREA AT 1" STORAGE
ELEVATIONS
PP ELEVATION
ELEVATION AT EDGE OF MAIN BASIN SHELF
ELEVATION OF MAIN BASIN BOTTOM
ELEVATION AT EDGE OF FOREBAY SHELF
ELEVATION OF FOREBAY BOTTOM
ELEVATION OF 1" STORAGE
VOLUME CALCULATIONS
F2
8,000.77
6,138.46
1,862.31
2,392.29
75.86
481.13
149.21
9,681.73
F
4.50
2.83
2.83
1.50
5.51
F3
MAIN BASIN VOLUME
9,998.57
FOREBAY VOLUME
2,375.95
PERMANENT POOL VOLUME
12,374.52
FOREBAY PERCENTAGE OF TOTAL PERMANENT POOL VOLUME
19.20%
TEMP. STORAGE VOLUME (1" RUNOFF)
8,929.66
TEMPORARY STORAGE OFFSET
SLOPE (EX: IF 3:1 ENTER 3) 3.00
OFFSET FROM PP 3.03
BASIN DIAGRAM CALC
MAIN POND
SEDIMENT REMOVAL ELEVATION
PP DEPTH READS ... SEDMENT SHALL BE REMOVED
FOREBAY
SEDIMENT REMOVAL ELEVATION
PP DEPTH READS ... SEDMENT SHALL BE REMOVED
4/11/2007 2:42 PM
1.50
3.00
2.25
q-'SEAL
�: • •'FN4INEEP'
CI
PAGE 1 OF 1

{{ I J
� 5w yo 7613y hYr W7,�44 ti YA- L6
t,
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM 67
SEDIMENTATION POLLUTION CONTROL ACT tJ 30A
No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this
form and an acceptable erosion and sedimentation control plan have been completed and approved by the
Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if
the question is not applicable or the e-mail and/or fax information unavailable, place N/A in RECLIVED
Part A.
1. Project Name ainrlrn Ar- hIpt-ir ('mmP_ JAN 2007
l
2. Location of land -disturbing activity: Count c,,mrlpn City or Township_CDWQp1AARa
Highway/Street y �43 Latitude gyro 2n Longitude 7Cio 1g
3. Approximate dale land -disturbing activity will commence:_ _N.,-rh 1 ; 2on7
4. Purpose of development (residential, commercial, industrial, institutional, etc.)i in_s r i 1- 111-' nn, 1
5. Total acreage disturbed or uncovered (including off -site borrow and waste areas): 1 S AC'
6. Amount of fee enclosed: $_.__$500-Op . The application fee of $50.00 per acre (rounded
up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $450).
7. Has an erosion and sediment control plan been filed? Yes x No EnclosedX
8. Person to contact should erosion and sediment control issues arise during land -disturbing activity:
Name ganr1p11 Wnnrlruff E-mail Address
Telephone (2 `a 2) 3 3 g_ 1 9j g Cell #
Fax #
9. Landowner(s) of Record (attach accompanied page to list additional owners):
_ C_amdenPalint-y
Name
11 7 W 34B
Current Mailing Address
Camdpn; NC 27921
City State Zip
(252) VAR- I Q1 0
Telephone
Current Street Address
City
Slate
Fax Number
Zip
10. Deed Book No. t lip Page No. 5r� I Provide a copy of the most current deed.
Part B.
Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a
comprehensive list of all responsible parties on an attached sheet):
Camrlpn ('nun]-),
Name E-mail Address
Current Mailing Address Current Street
r'AMr]Pn; NC 77Q21 _
City State Zip City
Telephone (252) 5'35-1 ARR Fax
1 ll -IAN ? g Z007 l
State
L cF.CTION

i4
2. (a) If the Financially Responsible Party is not a resident of North Carolina, give nanic and street address
of the designated North Carolina Agent
Name
Current Mailing Address
City
Telephone
State Zip
E-mail Address
Current Street Address
City State Zip
Fax Number
(b) If the Financially Responsible Party is a Partnership or other person engaging in business under an
assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible
Party is a Corporation, give name and street address of the Registered Agent:
Name of Registered Agent
Current Mailino Address
City Slate Zip
Telephone
E-mail Address
Current Street Address
City
Fax Number
State Zip
The above information is true and correct to the best of my knowledge and belief and was provided
by me under oath (This form must be signed by the Financially Responsible Person if an individual
or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with
the authority to execute instruments for the Financially Responsible Person). I agree to provide
corrected information should there by any change in the information provided herein.
Randell Woodruff County- Manager
Type or print name Title or Authority
Signature Date
I, S hane �Q�iCSo r a Notary Public of the County of CQyv\dCn
State of North Carolina, hereby certify that Rrar)cle I I K. Woodrk4 appeared
personally before me this day and being duly sworn acknowledged that the above form was
executed by him.
Witness my hand and notarial seal, this a sue' day of ") wQYyuar t.4 , 20 0 i
L4yCom!nssjo­n
OFFICIAL SEALNotary Public, North CarolinarCounty of Camden NotarySTEPH IE �. JACKS N
Expire My commission expires G P:� .Q, a, a.O I O

Hyman & Rohey, PC
Consulting Engineers and Land Surveyors [phone] Office
[phone] Office
[phone] Fax
Mr. Roger Thorpe
Dept. of Environment and Natural Resources
Water Quality Section
943 Washington Square Mall
Washington, NC 27889
Subject: Stormwater Management Permit
Camden County Athletic Complex revisions
Project #040577
Dear Mr. Thorpe:
April 11, 2007
V ZCEnVV E
APR 1 2007
®WQ-WAR®
Enclosed for your review and approval, please find the following items:
Two (2) copies of the revised plans for the above referenced project.
2. The original and one (1) copy of the following revised/additional pages of
the Stormwater Exemption Application:
• page 2 of 4 of form SWU-101
• page 1 of 4 of form SWU-102
• Level Spreader Worksheets and Operation and
Maintenance Agreements for each level spreader
3. Two (2) copies of the revised project description and detention pond
calculations.
If you have any questions, please do not hesitate to call this office at
[phone].
cc: file
Dan Porter
Sincerely,
`�Se n C. Robey, P.E.
t,y,.jG�,t�l`J.
Kimberly D. Hamby1�
Project Manager
P. O. Box 339, Camden, NC 27921

DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET (1t2007)
I. PROJECT INFORMATION (please complete the following information):
Project Name
Contact Person: ittPhone Number:
Level Spreader ID:
Level Spreader Length 26 It. (perpendicular to flow)
Drainage Area 2.25 ac. (on -site and off -site drainage to the level spreader)
Impervious Area n ac. (on -site and off -site drainage to the level spreader)
Forebay Area x]R cu ft. (0.2%of the contributing impervious surface area)
Maximum Filter Strip/Buffer Slope 4 % (6%for forested, leaf littler cover, 8%for thick ground cover
grass
Max. Discharge from 1'/Hr Storm 0.33 cis
Max. Discharge to Level Spreader 2 CIS
Filter Strip/ Zone 2 Buffer Vegetation grass (thick grand cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used crrass lined seales and forty
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications shaving all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Project Site was visited prior to designing level spreader.
Date of the Site visit. PLEASE ATTACH TIME -DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
Level spreader is at least 13 ft per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer, 50 ft per cfs for 100-foot buffer, or 40 ft per cfs for 150-foot buffer.
yy/g Pre -Formed Scour Holes are on flat slopes only.
No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Altemative (d any) and Bypass method used:
N/A Bypass conveyance method is specified and plan details and calculations are provided.
N/A Alternative design option is specified and plan details and calculations are provided.
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
N/a Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreaders) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow -spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: Parde11 Vboal ff
Title: Oxmty Manager
Address: 117 Dbrth 343, cHn3an iS 27921
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State offv %
County of?o,5*&&Fo,.,."C do hereby certify that RCA
personally appeared before me this day of IOC \_, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
,=-:-I
MARIANNE L COUPEN
NOTARY PURUC
PASOUOTANK COUNT( NC
SEAL
My commission expires 19 • 1 k- cfY
Page I of I

Ll1LOGulIVV �LJ
DWQ Project No.
APR 16 2007
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET (11 00'f)
I. PROJECT INFORMATION
Project Name: Can
Contact Person: Ti
Level Spreader ID: if I
Level Spreader Length
Drainage Area
Impervious Area
Forebay Area
Maximum Filter Strip/Buffer Slope
grass
Max. Discharge from V/Hr Storm
Max. Discharge to Level Spreader
Filter Strip/ Zone 2 Buffer Vegetation
Pre-treatment or Bypass Method Used
II. REQUIRED ITEMS CHECKLIST
the following information):
Phone Number.
65 R (perpendicular to flow)
5.79 ac. (on -site and off -site drainage to the level spreader)
1.42 ac. (on -site and off -site drainage to the level spreader)
0 cu ft. (0.2%of the contributing impervious surface area)
1.7 %, (6%for forested, leaf littler cover, 8%for thick ground cover
0.02 cis
5 cis
grass (thick ground cover or grass; canopied forest with leaf litter
groundcover)
wet detention basin
Inifid in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stornwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications shaving all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
Project Site was visited prior to designing level spreader.
Date of the Site visit. PLEASE ATTACH TIME -DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
Level spreader is at least 13 ft per cis for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer, 50 ft per cfs for 100-foot buffer, or 40 ft per cis for 150-foot buffer.
N / A Pre -Formed Scour Holes are on flat slopes only.
No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (f any) and Bypass method used:
N/A Bypass conveyance method is specified and plan details and calculations are provided.
N/A Alternative design option is specified and plan details and calculations are provided.
N/A Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
N / A Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse storrnwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow -spreading structure at all times.
Repair or replace the level spreader If it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material cn and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible parry.
Print name: Pandell
Title: aDurlh' Mier
Address: 117 t\brrh 343, cmi3en tS 27921
Phone:_ 252-335-1818
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of do hereby certify that
personally appeared before me this \t~ day of R% oc\\ and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
NIARIANNE 1. COOPER
NOTARY PUBUC
PASQUOTANN COUNTY NC
SEAL My commission expires 6 - ( q,"pg
Page 1 of 1

WZQ;181t"LR CcMQ( VC
W dmi.gi 1' cocaO

BOARD OF COMMISSIONERS
MELVIN J. JERALDS, Chairman
CLA)'TON D. RIGGS, Vice -'Ihalnman
JEFFREY 6, JENNINGS
CAROLYN O. RIGGS
MICHAEL E. ANDREWS
June 15, 2006
Dallis Tucker
Recreation Resources Service
943 Washington Square Mall
Washington, NC 27889
Re: Camden County Community Park
Dear Dallis,
R.ANDELL K. WOODRUFF
County Manager
AVA MURGIA
Clerk to the Board
Assistant to the Manager
Per our discussion today. the North Carolina Division of Rater Quality requires a storm
water detention facility on the Community Park site. Please advise if you need additional
information.
Respectfully,
Dan B. Porter
Director of Planning & Community Development
P.'., [SOY.',91 17 North 343 s Camoen, Nord• C a'ollna -%Kc, elepnoil_ _.._ f.J_ c.,, a Fa, (.-2Z21 3o.. 16C5

Contract Number: P06005
Grantee's Fed eral I.D.
566000282
N.C. Parks and Recreation Trust Fund Proiect Agreement
Grantee: County of Camden
Project Number: 2005 - 388
Project Title: Camden Community Park
Period Covered By This Agreement: December 1, 2005 to December 1, 2008
Project Scope (Description of Project):
Running Track with Field Events Area, Playground, Trail with Benches.(1500 Lin. Ft.),
Football/Soccer Field with Lights, Picnic Shelter with Amenities (900 Sq. Ft.), Parking Lot
(100 Spaces), Site Preparation, Planning Costs, Contingency
Project Costs: PARTF Amount $ 300,000
Local Government Match $ 300,000
Conditions
The North Carolina Department of Environment and Natural Resources (hereinafter called the
"Department") and County of Camden (hereinafter referred to as "Grantee") agree to comply
with the terms, promises, conditions, plans, specifications, estimates, procedures, project
proposals, maps, and assurances described in the North Carolina Parks and Recreation Trust
Fund (PARTF) administrative rules and grant application which are hereby by reference made
a part of the PARTF grant contract and which are on file with the Division of Parks and
Recreation.
Now, therefore, the parties hereto do mutually agree as follows:
Upon execution of this grant agreement, the Department hereby promises, in consideration of
the promises by the Grantee herein, to obligate to the Grantee the grant amount shown above.
The Grantee hereby promises to efficiently and effectively manage the funds in accordance
with the approved budget, to promptly complete grant assisted activities described above in a
diligent and professional manner within the project period, and to monitor and report work
performance.
The parties to this contract agree and understand that the payment of the sums specified in this
contract is dependent and contingent upon and subject to the appropriation, allocation and
availability of funds for this purpose to the Department.
1

CONTRACT NUMBER: Ptk
Eligible Project Costs and Fiscal Management
The PARTF grant amount must be matched on at least a dollar -for -dollar basis -by the Grantee.
To be eligible, project costs must be incurred during the contract period, be documented in.the
grant application, and described in the project scope of this agreement, and initiated and/or
undertaken after execution of this agreement by the Grantee and the Department. .
PARTF assistance for land acquisition will be based on the fair market value of real property
or the sales price; whichever is less. Value must be based upon an independent appraisal by a
licensed appraiser holding a general .or residential certification from the North Carolina
Appraisal Board. The Department shall review the appraisal as to content and valuation.
Approval of appraised amounts rests with the. Department. The Grantee agrees to begin
development on PARTF acquired land within five years of the date this contract is signed by
the Department and Grantee in order to allow general public access and use.
Payment for work performed will be made upon receipt and approval of invoice(s) from the
Grantee documenting the costs incurred in the performance of work under this contract.
Invoices may be submitted to the Contract Administrator quarterly. Final invoices must be
received by the Department within 45 days after the end of the contract period or contract
completion, whichever occurs first. Accounting records should be based on generally accepted
local government accounting standards and principles. Records shall be retained for a period
of three years following project completion, except that records shall be retained beyond three-
year period if audit findings have not been resolved.. All accounting records and supporting
documents will clearly show the. number of the contract and PARTF project to which they are
applicable. The State Auditor shall have access to persons and records as a result of all
contracts and grants entered into by state agencies and or political subdivisions in accordance
with General Statute 147-64.7.
The Grantee agrees to refund to the Department, subsequent to audit of the project's financial
records, and costs disallowed or required to be refunded to the Department on account of audit
exceptions..
Proiect Execution
The Grantee may not deviate from the scope of the project without approval of the
Department. When one of the conditions in the contract changes - including but not limited to
the project scope, a revised estimate of costs, a deletion or additions of items, or need to
extend the contract period - the Grantee must submit in writing a request to the Department for
approval.
The Grantee shall be considered to be an independent contractor and as such shall be wholly
responsible for the work to be performed and for the supervision of its employees. The
Grantee represents that it has, or will secure at its own expense, all personnel required in
performing the services under this agreement. Such employeesshall not be employees of, or
have any individual contractual relationship with the Department.
i

f CONTRACT NUMBER: P06005
In the event the Grantee subcontracts for any or all of the services covered by the contract: (a)
the Grantee is not relieved of any of the duties and responsibilities provided in this contract;
(b) the subcontractor agrees to abide by the standards contained herein or to provide such
information as to allow the Grantee to comply with these standards, and; (3) the subcontractor
agrees to allow state and federal authorized representatives access to any records pertinent to
its role as a subcontractor.
The Grantee shall not substitute key personnel .assigned ,to the performance of this contract
without prior approval by the Department's Contract Administrator. The following
individual, Mr. Dan Porter, is designated by the Grantee as key personnel for purposes of this
contract. The Department designates John Poole, .PARTF Grant Program Manager as the
Contract Administrator for the contract. .
The Grantee agrees to comply with all applicable federal, state and local statutory provisions
governing purchasing, construction, land acquisition, fiscal management and the environment
including but not limited to the following:
North Carolina Archives and History Act; Prime Agricultural and Forest Lands (N.C.
Executive Order #96); North Carolina Executive Order #16; Local Government Budget and
Fiscal Control Act (G.S. 159-7 to 159-42); Formal Contracts, Informal Contracts and
Purchasing (G.S. 44A-26, G.S. 58-31 to 58-40, G.S. 87-15, G.S. 133-1.1, G.S. 133-3, G.S.
133 Article 3, G.S. 136-28.4, G.S. 143 Article 3D, G.S. 143-48, and G.S. 143-128 to 143-
135; Conflict of Interest (G.S. 14-234);Americans With Disabilities Act of 1990 (P.L. 101-
336); N.C. State Building Code; and the North Carolina Environmental Policy Act (G.S.
113A-1 to G.S. 113A-12).
The Grantee agrees to permit periodic site visits by the Department to ensure work progress in
accordance with the approved project, including a close-out inspection upon project
completion. After project completion, the Grantee agrees to conduct grant contract compliance
inspections at least once every five years and to submit a Department provided inspection
report to the Department.
The Grantee agrees land acquired with PARTF assistance shall be dedicated in perpetuity as a
recreation site for the use and benefit of the public, and the dedication will be recorded in the
deed of said property. The Grantee agrees to maintain and manage PARTF assisted
development/ renovation projects for public recreation use for a minimum period of 25 years
after project completion.
The Grantee agrees, to operate and maintain the project site so as to appear attractive and
inviting to the public, kept in reasonably safe repair and condition, and open for public use at
reasonable hours and times of the year, according to the type of facility and area.
The Grantee shall agree to place utility lines developed with PARTF assistance underground.
If the project site is rendered unusable for any reason whatsoever, the Grantee agrees to
3

CONTRACT NUMBER: POI,
immediately notify the Department of said conditions and to make repairs, at its own expense,
in order to restore use and enjoyment of the project by the public.
The.Grantee agrees not to discriminate against any person on the basis of race, sex, color,
national origin, age, residency or ability in the use of any property or facility acquired or
developed pursuant to this agreement.
The Grantee shall hold and save the State, its officers, agents, and employees .harmless from
liability' of any kind, including all claims and losses, with the exception of consequential
damages, accruing or resulting to any other person, firm, or corporation furnishing or
supplying work, services, materials, or supplies in connection with the performance of this
contract, and from any and all claims and losses accruing or resulting to any person, firm, or
corporation that may be damaged by the Grantee in the performance of this contract and that
are attributable to the negligence or intentionally tortious acts of the Grantee provided that the
Grantee is notified in writing within 30 days that the State has knowledge of such claims. The
Grantee represents and warrants that it shall make no claim of any kind or nature against the
State's agents who are involved in the delivery or processing of Grantee goods to the State.
The representation and warranty in the preceding sentence shall survive the termination or
expiration of this contract. .
The Grantee certifies that it (a) has neither used nor will use any appropriated funds for
payment to lobbyists; (b) will disclose the name, address, payment details, and purposes of any
agreement with lobbyists whom Grantee or its sub -tier contractor(s) or sub -grantees) will pay
with profits or non -appropriated funds on or after December 22, 1989; and will file quarterly
updates about the use of lobbyists if material changes occur in their use.
Project Termination and Applicant Eli¢ibilitY
The Grantee may unilaterally rescind this agreement at anytime prior to the expenditure of
funds on the project described in this contract.
If through any -cause, the Grantee fails to fulfill in a timely and proper manner the obligations
under this contract, the Department shall thereupon have the right to terminate this contract by
giving written notice to the Grantee of such termination and specifying the reasons thereof. In
that event, the Grantee shall be entitled to receive just and equitable compensation for any
satisfactory work completed in an amount which bears the same. ratio to the total compensation
as the services actually performed bear to the total services of the Grantee covered by this
contract.
Failure by the Grantee to comply with the provisions and conditions set forth in the formal
application, PARTF administrative rules and this agreement shall result in the Department
declaring the Grantee ineligible for further participation in PARTF, in addition to any other
remedies provided by law, until such time as compliance has been obtained to the satisfaction
of the Department.
a

r
CONTRACT NUMBER: P06005
IN WITNESS WHEREOF, the Department and the Grantee have executed this Agreement as
of the date entered below.
Grantee.Name _County of Camden
Grantee SignatliPIRCIdef Elected Official)
_ C � Boa d of Commissioners
Tyypedped Name and Title ►t
State of North Carolina
County of l Q rn(ln
On this _ J4 day of L �tGrc 200�, personally appeared before me the said
named D-)d vi n Q . era lds to me known and known to me to be the person
described in and who executed the foregoing instrument,
(she) executed the same and being duly sworn by me,
foregoing instrument are true.
and he (or she) acknowledged that he
made oath that the statempq jA the
My commission expires 17 J -40 200 e
(Signature of Notary Public)
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
a,
illiam G. Ross, Jr., Secretary Witness:
,o`" N W. F /I1"
NOTg9y:FN
A�LIC
c'ISirector/Division of
By Purchases and Service
Departm dIs Sig ature Signature
or Authorized ent

CONTRACT NUMBER: P06005
Scope of Work
North Carolina Division of Parks and Recreation
Parks and Recreation Trust Fund — Grants Program for Local Governments
Grantee: County of Camden
Title of Project: Camden Community Park
Project Number: 2005-388
Contract Number: P06005
Amount of Grant: $300,000
Amount of Match: $300,000
Contact Person for Project:
Title:
Address:
Telephone: .
Contact email address:
Dan Porter
Director, Planning and Development.
P.O. Box 190
Camden, NC 27921
252-338-1919
[e-mail]
Scope of Project: Running Track with Field Events Area, Playground, Trail with
Benches (1,500 Lin. Ft.), Football/Soccer Field with Lights, Picnic Shelter with
Amenities (900 Sq. Ft.), Parking Lot (100 Spaces), Site Preparation, Planning
Costs, Contingency
Length of Project: 36 months (December 1, 2005 — December 1, 2008)
Schedule for Reimbursements: Grantee may submit bills quarterly after a
significant portion of work has been completed on the project element(s). Not
more than 90% of the grant will be reimbursed until the grantee completes the
project elements specified in the grant (refer to detailed budget submitted with
grant application).
The County of Camden grant application and support documentation are, by
reference, part of the contract. The administrative rules of then N.C. Parks and
Recreation Trust Fund are, by reference, a part of the contract.

Camden Community Park
Camden, North Carolina '
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150 A Hwy 158 Wect
Camden, North Camden 27921
[phone] (252) 335-1 R8R
DATE PREPARED: 1.25.05 BY SMM
GRAPHIC SCALE
120 0 60 120 240
( W FEET )
1 inch = 120 ft.
------------LIMITS OF CLEARING
PROPOSED FENCING
PROPOSED FACILITIES
HIGHLAND : 19.86 ACRES
FUTURE FACILITIES WETLAND: 11.8 ACRES
TOTAL: 31.66 ACRES
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