20021168 Ver 1_COMPLETE FILE_20020723

?OF WAT ?q0
O G
r
O `r
August 7, 2002
Granville County
c/o: Mr. Dudley Watts
P.O. Box 906
Oxford, NC 27565
DWQ Project # 02-1168
Granville County
Page 1 of 2
Subject Property: Jonesland Environmental Park Project, Belltown Rd. (SR1133), Belltown, NC
Carolina Wetland Services Project No. 2001-0162
Cattail Creek [03-03-01, 28-8, C NSW (Nutrient Sensitive)]
APPROVAL of the Authorization Certificate per the Tar-Pamlico River Buffer Protection Rules (15A NCAC 2B
.0259) with ADDITIONAL CONDITIONS
Dear Mr. Watts:
You have our approval, in accordance with the attached conditions and those listed below, to impact approximately 6,965
square feet of protected riparian buffers to construct the proposed trail system as described within your application dated
July 22, 2002. This letter shall act as your approved Authorization Certificate for impacts to the protected riparian buffers
as required under the Tar-Pamlico River Buffer Protection Rules (15A NCAC 2B.0259). In addition, you should get or
otherwise comply with any other federal, state and local requirements before you go ahead with your project including (but
not limited to) erosion and sediment control regulations and Tar-Pamlico Buffer Rules (15A NCAC 2B .0259).
This approval is only valid for the purpose and design that you described in your application and additional information
except as modified below. If you change your project, you must notify us and you may be required to send us a new
application. If the property is sold, the new owner must be given a copy of this Certification and is thereby responsible for
complying with all conditions. For this approval to be valid, you must follow the conditions listed in the Tar-Pamlico Buffer
Rule and any additional conditions listed below.
Conditions:
1. Diffuse Flow
An additional condition is that all stormwater shall be directed as diffuse flow at non-erosive velocities through the
protected stream buffers and will not re-concentrate before discharging into the stream as identified within 15A NCAC
2B .0259(5).
2. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands
Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Alan W. Klimek, PE, Director
Division of Water Quality
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/
Page 2 of 2
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition, which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, NC 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality no practical alternatives determination as required under
the Tar-Pamlico Buffer Rule (15A NCAC 2B .0259). If you have any questions, please telephone Mr. Steve Mitchell at
[phone] or Mr. Bob Zarzecki at [phone].
Sincerely,

Alan W. Klimek, P.E.
NC DWQ, Director
Attachment: Certificate of Completion
Cc: Gregory Antemann, Carolina Wetland Services, 528 East Boulevard, Suite 101, Charlotte, NC 28203
Steve Mitchell, DWQ Raleigh Regional Office
File Copy
Central Files
DWQ 021168
August 7, 2002
bz
Carolina Wetland Services
Mr. John Dorney
NCDENR
Division of Water Quality
2321 Crabtree Blvd., Suite 250
Raleigh, North Carolina 27604
01LV; 2902 1168.

Subject: Request for a "No Practical Alternatives" Determination.
Jonesland Environmental Park Project
Granville County, North Carolina
Dear John:
On behalf of Granville County, Carolina Wetland Services is submitting a Request for a
"No Practical Alternatives" Determination for the Jonesland Environmental Park Project in
Granville County, North Carolina. The project is located outside of Belltown, North
Carolina, approximately one mile southwest of the junction of U.S. Highway 15 and I-85
(See Figure 1). This project involves the development of a new county park with trails,
playgrounds, ball fields, a wetland interpretive area, and an amphitheatre with parking. The
project will not impact jurisdictional wetlands and/or streams. However, Riparian buffer
impacts will be required to construct the proposed hiking trails. These trails are allowable
uses without requiring mitigation under the Tar-Pamlico Riparian Area Protection and
Maintenance Rule. Therefore, no mitigation for buffer impacts is being proposed at this
time. We are sending you three copies of this submittal in accordance with the Tar-Pamlico
Riparian Area Protection and Maintenance Rule (15A NCAC 02B .0259).
If you have any questions concerning this project, don't hesitate to contact me at
[e-mail] or [phone]. Thank you for your attention to this
matter.
Sincerely,
ftti•?. U rv?v
401 L
re C. Anteman, P.W.S.
Principal Biologist
t cc: Mr. Dudley Watts, Granville County
I
Mr. Jeff Ashbaugh, Site Solutions
(1 528 East Boulevard, Suite 101 • Charlotte, NC 28203 • [phone] Office • [phone] Fax
' ,` www.carolinawetiandservices.com
i
i
i
Carolina Wetland Services
Request for a "No Practical Alternatives" Determination
Jonesland Environmental Park Project
Granville County, North Carolina
Carolina Wetland Services Project No. 2001-0162
July 19, 2002
Applicant:
Mr. Dudley Watts
Granville County
P.O. Box 906
Oxford, NC 27565
[phone]
Prepared By:
Gregory C. Antemann, P.W. S
Andrea L. Hughes
Carolina Wetland Services, Inc.
528 East Boulevard, Suite 101
Charlotte, North Carolina 28203
[phone]
(i
528 East Boulevard, Suite 101 • Charlotte, NC 28203 9 [phone] Office • [phone] Fax
! ?? www.carolinawetiandservices.com
' Jonesland Environmental Park Project
Request for a "No Practical Alternatives" Determination July 19, 2002
Project No. 2001-0162

Table of Contents
' I
Executive Summary ........................................................................... ...................................................
Existing Conditions ........................................................................... ...................................................2
' Introduction ...................................................................................
Current Land Use ........................................................................... ............ ........................2
...................................................2
Jurisdictional Waters ..................................................................... ...................................................2
Purpose and Need for the Project .......................................
Avoidance and Minimization ............................................................ 3
...................................................4
Proposed Impacts to Riparian Buffer Zones ...................................... ...................................................4
Compensatory Mitigation .................................................................. ...................................................4
List of Tables
' Table 1. Impacts to Riparian Buffer Zones ...................................... ...................................................4
List of Attachments
Attachment A
' Attachment A
Attachment A
Attachment B
' Attachment C
Attachment D
Attachment E
' Attachment F
Attachment G
n

n

Figure 1. USGS Site Location Map
Figure 2. Wetland Boundary Survey
Figure 3 Riparian Buffer Impacts
Pre-Construction Notification Application
Agency Correspondence
USACE Notification of Jurisdictional Determination
Stream Classification Forms
Routine On-Site Data Form
Representative Photographs
i
' Jonesland Environmental Park Project July 19, 2002
Request for a "No Practical Alternatives" Determination Project No. 2001-0162
1

I
Executive Summary
The Jonesland Environmental Park Project is located outside of Belltown, North Carolina,
approximately one mile southwest of the junction of U.S. Highway 15 and Interstate 85. The site is
approximately 48 acres in size and is generally bound to the west by Hancock Road (SR 1161), to the
northeast by open woods, and to the southeast by Belltown Road (SRI 133)
(Attachment A - Figures 1 and 2). The project involves the development of a new county park with
trails, playgrounds, ball fields, a wetland interpretive area, and an amphitheatre with parking. On
behalf of our client, Granville County, Carolina Wetland Services, Inc. (CWS) is submitting a Pre-
Construction Notification application with attachments (Attachment B) in response to a letter from
Mr. John Holley, Jr. of the North Carolina Department of Environment and Natural Resources
Division of Land Resources (NCDENR-DLR), dated May 21, 2002 regarding buffer encroachments
associated with this project (Attachment Q. Approximately 4,194 sq ft of Zone 1 riparian buffer and
2,771 sq ft of Zone 2 riparian buffer will be impacted by the construction of a hiking trial and
elevated boardwalk adjacent to jurisdictional waters within the Tar-Pamlico river basin (Attachment
A - Figure 3). Impacts to the riparian zones have been minimized to the maximum extent
practicable. Under the Tar-Pamlico Riparian Area Protection and Maintenance Rule (15A NCAC
213.0259) the construction of greenways and hiking trails is an allowable use for encroachment on
Zones land 2 without mitigation. CWS is requesting a "no practical alternatives" determination for
this project.
I

Jonesland Environmental Park Project July 19, 2002
Request for a "No Practical Alternatives" Determination Project No. 2001-0162
Existing Conditions
The following sections describe the existing conditions of the Jonesland Environmental Park Project
area.
Introduction
The site is located outside of Belltown, North Carolina, approximately one mile southwest of the
junction of U.S. Highway 15 and Interstate 85. The site is approximately 48 acres in size and is
generally bounded to the west by Hancock Road (SR 1161), to the northeast by the open woods, and
to the southeast by Belltown Road (SRI 133) (Attachment A - Figures 1 and 2). The project involves
the development of a new county park with trails, playgrounds, ball fields, a wetland interpretive
area, and an amphitheatre with parking. On behalf of our client, Granville County, Carolina Wetland
Services, Inc. (CWS) is submitting a Pre-Construction Notification application with attachments
(Attachment B) in response to a letter from Mr. John Holley, Jr. of the NCDENR-DLR, dated
May 21, 2002 regarding buffer encroachments associated with this project (Attachment Q.
Current Land Use
The current land use for this project is mainly rural. The riparian canopy is dominated by sweetgum
(Liquidambar styraciflua), green ash (Fraxinus pennsylvanica), tulip poplar (Liriodendron tulipifera),
and red maple (Ater rubrum). The wetland areas are dominated by hydrophytic vegetation such as
cinnamon fern (Osmunda cinnamomea), wool grass (Scirpus cyperinus), smilax (Smilax rotundifolia),
arrowwood (Viburnum nudum), and various sedges (Carex spp.).
Jurisdictional Waters
CWS investigated on-site jurisdictional waters of the U.S.' on October 30, 2001, using the U.S. Army
Corps of Engineers (USACE) - Routine On-site Determination Method. This method is defined in the
1987 Corps of Engineers Wetlands Delineation Manual.2 Three stream channels (Streams A, B, and C)
were identified during this investigation, as well as three wetland areas (Wetlands AA, BB, and CC)
(Attachment A - Figure 2). On-site jurisdictional waters of the U.S. include unnamed tributaries to
Cattail Creek. Cattail Creek is located within Tar-Pamlico River Basin (HU# 03020101);, and is
1 "Jurisdictional waters of the U.S." includes essentially all surface waters such as: all navigable waters and their tributaries, all interstate
waters and their tributaries, all wetlands adjacent to these waters, and all impoundments of these waters.
2 Environmental Laboratory. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
3 "HU#" is the Hydrologic Unit Code. Hydrologic Unit Map, State of North Carolina. U.S. Geological Survey. 1974.

Jonesland Environmental Park Project July 19, 2002
Request for a "No Practical Alternatives" Determination Project No. 2001-0162
classified as "Class C" waters by the North Carolina Division of Water Quality (NCDWQ). CWS
received written verification regarding the location and extent of on-site jurisdictional areas from Ms.
Amanda Jones of the USACE on March 25, 2002 (Attachment D). NCDENR-DLR identified Stream B
and Wetland BB as having 50-foot Tar-Pamlico riparian buffer requirements along both of their
boundaries (Attachment A - Figure 3). Details regarding these features have been included in the
following paragraphs.
Stream B is an Unimportant Intermittent channel that begins on the north side of Wetland BB in the
center of the property. It flows southeast into and out of Wetland BB for approximately 247 linear
feet before leaving the property through a culvert under Belltown Road (SSR 1133) on the
property's southeast boundary. This channel has a drainage area of approximately 32 acres. Stream
B shows weak sinuosity and moderate braiding (Attachment E - SCP#1). This portion of Stream B
rated 13.0 out of 71 possible points on the NCDWQ Stream Classification Form.
Wetland BB is connected to Stream B and is approximately 0.38 acres in size. The majority of
Wetland BB is dominated by hydrophytic vegetation consisting of wool grass (Scirpus cyperinus),
various sedges (Carex spp.), arrowwood (Viburnum nudum), and smilax (Smilax rotundifolia)
(Attachment F - DP 1). Hydric soils were observed within Wetland BB based on the presence of a
low chroma soil with mottles. The hydrology sustaining Wetland BB appears to be a combination of
ground water and Stream B, which flows into and then out of Wetland BB. A photograph taken
during the site visit of Wetland BB is included as (Attachment G - Photographs A and B).
Purpose and Need for the Project
The proposed project involves the development of a new county park with trails, playgrounds, ball
fields, a wetland interpretive area, and an amphitheatre with parking. The purpose of the park is to
provide recreational facilities and environmental education opportunities for the surrounding
communities.
3
Jonesland Environmental Park Project July 19, 2002
Request for a "No Practical Alternatives" Determination Project No. 2001-0162
Avoidance and Minimization
The development of this park and the siting of its facilities will avoid directly impacting any
jurisdictional waters of the U.S. The construction of hiking trails will utilize boardwalks to avoid
impacting on-site wetland areas and stream channels. The extent of these aerial walkways and
associated grading has been minimized to the maximum amount practicable. The hiking trail has
been re-designed to avoid any unnecessary impacts to Stream B or Wetland BB.
Proposed Impacts to Riparian Buffer Zones
While avoiding direct impacts to jurisdictional waters, the construction of this project will impact
approximately 4,194 sq ft of Zone 1 riparian buffer and 2,771 sq ft of Zone 2 riparian buffer adjacent
to Stream B and Wetland BB (Attachment A - Figure 3). These impacts are associated with the
construction of a hiking trail and elevated boardwalk that will traverse the wetland area.
Table 1. Impacts to Riparian Buffer Zones
Jurisdictional Water Body Impacts
Zone 1 Zone 2
Stream B 2,669 sq. ft. 1,854 sq. ft.
Wetland BB 1,525 sq. ft. 917 sq. ft.
TOTAL 4,194 sq. ft. 2,771 sq. ft.
6,965 sq. ft.
Compensatory Mitigation
No compensatory mitigation is being proposed for this project. Greenways and hiking trails are
designated as allowable uses for encroachment on Zone 1 and 2 riparian buffers without mitigation
under the Tar-Pamlico Riparian Area Protection and Maintenance Rule (15A NCAC 02B .0259).
CWS is requesting a "no practical alternatives" determination for this project.
4

, a'U-,

t l
1
I
}}
_ ,2,

K-.c_
j
)t)
l' : _ I ; \
, < III s?bV%
) k-??s
l / ??f ' ( ., ( J Hancock Road (SSR 116 It
1
4:
/
SIT ' ! ,ky
.' ,
\?-/ ?. ? i'\? ? ? ( _i J '..` (\\ •.t„ + t "il , , i 11111., Jj,(t•`? / :l/j?
? .
US Ht hwa 15

t
/
I 4
?
,
r \ d
e
- ?11? Rlgf ?a
?
F•~ ' -?'t
Belhown Road (SSR 1133 }
r ? + ?"'a ??. i J '? -E'•? Shad Grove Road (SSR I I I -_?' I'k
/ / \ i ` d }? _ _ \ { 1 hedy Grove ?..
/?`?"?-??`?` 1?i'?._ ...J .. 111• 1/ C
c ?`r ) H
/
(
I
V
=
\\ \
?
^
1
,
(J'°'
?
-;
`
, is its ( .
? 1 c
t
r; J

t .

Approximate Scale 1" = 2000'
Reference: USGS 7.5 Minutc To ra hic Ma Series; Berea uadran+le, North Carolina, dated 1993 Oxford uadran le, North Carolina, dated 1981.
1 1
Carolina Wetland Services
Figure 1. USGS Site Location Map
I ?? l 528 East Blvd., Suite 101 Jonesland Environmental Park
1 / Charlotte, North Carolina 28203 Granville County, North Carolina
C W S Project No. 2001-0162

PREPARED BY
ALR DATE
?11910Z CHECKED BY
ra DATE
'- 2z - 0-L-
-
(' C 7

1 1 C?7 ,1 L,J
The Own Family Limited Paft-ND No. 1 1. Existing Magnetic Nails are located at points along the centerline of SR 1133 as shown, unless otherwise noted.
DB. 7D5-225 2. Buried telephone line is located 3' west of the edge of pavement.
Fk.t Tract 3. Total acreage in tract is 48.291 acres inclusive of the affected road R/W.
4. Topographic datum based on USCS Quadrangle maps.
5. Wetland areas were located from points set by Carolina Wetland Services.
Benalvnark 14 6. Buried trunk cable for Fiber Optic system is located 1' west of the edge of pavement .
eenmmon 3
RR55 In 26" Will
ow Oak RRSS in 12" S ..tgum 7. Lines shown from UB are trunk lines for fiber optic system.

20' .set or EIP Is .ouN
of Ell
's,

8. The location of the cemetery shown hereon is based on visual grove sites

ENV. - 475.12 s
. »21
other grove sites may exist.
9. Minimum required setback dimensions are:
Front-50', Side-15', Rear-25'
o" 10. The OHUL shown along the west R/W of Selltown Road is the of Carolina
N 87.3672-E 593.82' -?
us ? Power and Light 30' R/W.
------- rA TIE LINE TO AI
-- ,ew S OB'J9'J7"E
?
ll 245.16
es.
WETLAND A4
(0.10 Ac.) A..
STREAM A
UNIMPORTANT INTERMITTENT
(148 LINEAR FEET)
B.-hmark 1 5
I RRSS M to" Sw..tpum
Elev.. 484.74
LEGEND
JURISDICTIONAL WETLAND AREA
I - e - JURISDICTIONAL STREAM CHANNEL
I 'SCPI STREAM CLASSIFICATION POINT
DPI DATA POINT
PHOTO LOCATION AND DIRECTION
SCALE = 1" = 225'
Flora Moran Hoir.
D.B. 120-383
First Tract
B.nchmork / 2
RRSS In 35•' IN,
Elev. 492.33
a
vu.[
mom
ar A
3
tl
WETLIND STPFAM WIDTHS
Al -2'
A2 - 2'
A3 - 2'
A4-2'
AS - 2'
A8 - 6-
t - '
2
C2-2'
CJ-2'
C4-2-
CS 2'
C6-2'
El - 3'
E2- 3'
E3-3'
E4-4'
11 2'
FI - 2'
F2- 2'
F3-2'
F4 2'
FS 2'
F6-2'
I
I /
I
I /
I /.
B•nchmark 7 I /
RRSS in 24" Pon. The Dean Family limned P.IA--.lip No. 1 ?I
12' w•.l of t:1P D.B, 705-225 Benchmark M 6
Elev.. 481,69 T" d tract RRSS In 12" Maple /
I 4' north of EIP /'
Elev.. 467A1 ,
---------- -----------
1 W'EfIAND AREA ---- -- 7• E
j S 87.06'16"E 461.72' WWI-
S87-11-12"E
37.90'
TIE LINE TO CC I' 1
5 87.4J'05 "E WETLAND CC ca y 9
172.72' (0.05 AC.) rc, .l ooa
STREAM B j ul!
UNIMPORTAINTINTERMITTENT STREAM C,
s (122 LINEAR FT) UNIMPORTANT INTERMITTENT
(149 LINEAR FEET)
Robert att.-N,
D.B. 834-734
Calls for WETLAND AREAS
COURSE BEARING DISTANCE COURSE BEARING DISTANCE
E1-E2 N 54.02'23"W 16.08' R1-FF2 N 09.0514.1'1 22.13
E]-E3 N 6508.41"W 36.50 FT2-FF3 N 25.3809'•91 32.]3'
E]-E4 S 55•I54-3 V 19.24' FT3-FF4 N 50'04'34"W 36.52•
E4-E5 N 65'10.25"W 20.42' FF4_FT5 N 59.76'37'w 33.64'
FFS-FF6 14 26.7144"W 21.73'
R6-FT7 N 65.15'27"W 16.91'

COURSE
BEARING
DISTANCE FF7-FFB
FFe-FF9 N 12.52'34'VI
N 54.08.02"W 45.66•
48.13'
FF9-FTIO N 31.55.22'"1 26.24'
EEI-EE2 S 56.58'47'19 14.57' FF10-FF11 N 67:07.54V 45.86'
"E2-EE'
EEJ-FE4 S 60.48'18'''
N 55.35'28''' 21A7'
15.]6' FF1f-R12 N 55.4309'•W 26.04•
EEI-ECS N 79.12'31"W 8
E15 EE N 43.59'37W 27.81
1E6-EE7 N 44.31.15'•W 32.41•
EE7-EES N 41-12.47"W 19.3]' COURSE BEARING DISTANCE
EE8-1E9
CE9-EE10 N 39.21.03"W
N 30.36.16"W 38.10•
34.20•
Al-A2
N 58.13'45•of
33,25-
ELI O-EEI I N 10.4826"W 27.47 A2-A3 N 51.25'1 ov 36.69'
EE11 -EE12 N 53.16'09m' 1D.7 D' A3-A4 N 55.11'16'''
'
21,11
EE12-EE13 N 32.23'19'YI 22.20' A4-AS N 16.09.31•'W 11.9 D'
EEI]-0014 N 4140'32••W 39.75• A5-A6 N 26.38'40-V 26.75'
[E74-COS N 17.5714'•e 31.51'
COURSE BEARING DISTANCE
COURSE BEARING DISTANCE
Fl-f2 N 07.22'27••w 26.66' M1-AA2
M2-'? S 6"21'12
N 35.11J6•"W •W 25.80
26.12
F2-FJ N 69.07.15'"1 17.98• AlJ-M4 N 36-17.5e'•W 28.48'
FS-F4 N 50'36'46••W 17.09' M4-AAS N 52.19'19'"1 29.19'
F4-F5 N 16'04'3]"W 19.61' AA5-M6 N 09.08'54'19 28.87'
FS-F6 IS 19'27'33"W M6-M7 N 12.25'46"W 41.23'
M7-Me N 41.00'21"W 25.70'
MB-BBI S 67'50'10-E 25.47'
COURSE BEARING DISTANCE
88 1-BB2 5 60•i S'17"E 21.73'
BB2-DB3 S 11.13'14"E 2E.56•
683-BO4 S 22.1425"E 43.04'
BB4-905 S 33.31'48"E 45.19•
BBS-Bas 513.06IO"E 21.36• '.,
I
Benchmark ? e
RRSS M 28 WJlow Oak
15• east of EIP
El•9. - 477.99
(•,?n.I117cc?u
CEMETERT
B'`'?
r i y
11'ETLAND BB
L rJ •rs (0 JB AC.)
\ u N
'LO B
y` 4G STREAM
` 1 fi UNIMPORTANT INTERMITTENT
\\1 he * ^- (115 LINEAR FT)
V n .f
L[ u Y? "
/ >\ ?¢
FIGURE 3 ` TI£LINE TO 'Q
N 49•J9'4.1 0?--
. 136.29' frt.
In .464.17
• ? / / Inv. Out . 463.47
BURIED METAL PIPE
/• / Inv. W .164.16
Inv, Out . 453.92

TIN SIDED
BVILDNG
R
ARN O
13
BORN T
D HOUSED
trrol

1:3
w000EN 1 f5
STOMGEJ /
BUILDING C/
1 •1 )
i
4r?
t /•
`- , S 86.17'10"E 691.14' _--. l
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED AND FLAGGED IN THE FIELD BY
CAROLINA WETLAND SERVICES, INC. (CWS) ON OCTOBER 30, 2001. JURISDICTIONAL WATERS OF THE
U.S. WERE VERIFIED BY THE U.S. ARMY CORPS OF ENGINEERS ON MARCH 25, 2002.

"?'/ Bonchmark / 1
RRSS In 32•' Pine
12• _V, of EIP
Elev. - 486.34
Am, Ford Walt.. a vir
D.B. 778-559
erlrmcA?en {
' Bmarcat4l muLL Nly N em s men of IM reliDwvq
_ Tb a brae
o cl?eM.'n°ot`r:w1 vrort o'r"lava°? raw on
_ D. rm. wo.y I. leeel.e m wen o Donlan i e
evnp or mw. elDemrvlnn w?rtryMe ee e. to
O n o Inane. met n n r low:
AnY om el an relle.lnq
l))Thal Ue eumy n of m eulMlnq Dartel or
e e4• o' bra! eM aeu net h a1 • • ne•
e°tnel or or-
an -, w al en eublI n9
or e . -1- or nelvra r•alu,•,
_ a tnol'hinel
a .v'va? e: eu veraevuonn ie.Dwn
hi- Mie?narone.oii-weow 4vnenr
e b e? mvl me Unw.ar w u N 1•
wmeM .
el el 1M .,r..ya..
Fin() In na19h (d o? erwbbne nmw.a
s
B try Oa.u. Ply l-Jael
Barry H. Oakes Surveying, P.A.
127 Old Wanhoue. SO....
P.O. Box 2059
Oxford, North Corollno 27565
To[# [phone]
Fax.e (9191 693-6862
Benchmark / IO
RRSS in PP / EOT14
Cleo.. 491.1 J
Buried RCP
TM Dean Family LlmRed Partmnnlp No. i
D.B. 705-225
Flint Tract
U
/-y 24" RCP
Inv. M - 461 24
Inv. Out - 460.57
- Course. aiong £ of NCSR 1133
L-1
I/t COURSE '4 DISTANCE
L-1 S 4o 40-.5a50''46"W 46.98•
L-2 5
.16"W 96.36'
So 1.2L-3 S 378"W 97.54•
/ L-4 5 55.12.14"W 92 24'
L-5 S 57.1°21"W 175.79'
< J L-6 S 57.52'30'1'4 550 L-7 S 1 .36'
L-8 S 52'38'48"W 91.55'
54'
J L-9 S 47.75'.9"W 95.27'
L-10 s a1•N'5TW 91.33•
L-11 S 36•35'46"W 71.42'
40 L-12 5 32.12.44"W 74 41•
L-13 S 27.30.20''' 90.86'
L-14 S 24.28'17'W 71
Benchmark 0 9 L-15 S 27.21.18'".' 247.29'
RRSS in PP / EOY11 L-16 S 24-04'21"W 16.87'
O.v. - 475.99 L-17 S 25.1625"W 99.96'
L-15 S 27.51'28"W 99.92'

NOTE. Time Wom.r Fiber Optic IuiNd
cablv.rxni. Mrs Mlween power
Dal.. 9pro.imately 6' from edge
or p L
'This cerfiries that this copy or this plot identifies o. waters and
wetlands all areas or waters and wetlands regulated pursuant to
Section 404 of the Clean Water Act as determined by the
undersigned on this date. UNess there is o change In the low, o
our pbbiuhed regulolions, this determination may be relied on for
o period not to exceed five years from this dole. This
determination was mode uldirrn9 the 1987 Corps of Engineers
Wetland Delineation Mar l."
S. Army Corps;o Engineer Representative
1 T,rlb
Dote
NOTE: JURISDICTIONAL WATERS OF THE U.S AND WMANDS WERE
DELINEATED IN THE FIELD BY CAROLINA WETLAND SERVICES, INC.
(CWS) ON OCTOBER 30, 2001. JURISDICTIONAL WATERS OF THE
U S. AND WETLAND BOUNDAR'[S NAVE BEEN MARKED IN THE Flap
WITH PLASTIC SURI EYORS TAPE
NOTE' Time Wamer nber Optic lured
-bl...bl. here.
/
Grope
/
S1,
/ / y.? ?YeBti ady
? 9G r
i
TRACT REFERENCE:
O.B. 777-451
P.B. 12-36 , Tract 2
TM 1911 0014 0423
Calls for WETLAND AREAS
COURSE BEARING DISTANCE
CC1-CC2 S 08°34'52"E 25.63'
CC2-CC3 S 03°41'00"E 25.11'
CC3-CC4 S 33°23'05E 17.86'
CC4-CC5 S 65°43'38E 17.56'
CC5-C1 S 39°34'30"E 3.00'
C1-C2 S 13°22'55E 18.90'
C2-C3 S 52°13'53E 29.12'
C3-C4 S 59°04'29"E 29.36'
C4-C5 S 77°36'20"E 53.44'
C5-C6 S 75°30'06"E 17.97
CC I -DD I N 85°05'21 "E 35.42'
COURSE BEARING DISTANCE
DD1-DD2 S 00°22'17"E 45.10'
DD2-DD3 S 07°58'32"E 28.79'
DD3-DD4/C1 S 56°16'57"W 7.69'
Carolina Wetland Services
528 East Blvd., Suite 101
Charlotte, North Carolina 28203
ll ,!.
Reference: Survey provtded by Barry H. Oakes Surveying, P.A., dated
1119'01, rcvi5cd 2/6/02.
Figure 2. Wetland Boundary Survey
Jonesland Environmental Park
Granville County, North Carolina
CWS Project No. 2001-0162
PREPARED BY DATE I CHECKED DATE
AUt ?-0-o _ 64" 7 as
Tm,
F lat L ub,ecl to all
...... l., agra.m nl., and
right.-of-way of .card prior
I. the dote of thie plat.

EIP 1-11"
Exiting Iron Pipe or Rh
IRS Iron PIP, or Fir, set
EIS E,I.ling Iron Spike
NIS New Iron Spike
R/W Right-of-Woy
EPK Evnbng PK Nod
NPK New PK Nail
ECN E.10 Concrete Monument
PP P...r P.I.
CP Computed Point
MDL Minimum &Ildmg Line
ES E4leting Steel SPindle
OHUL Owrh.ad Utility Lin.
EN E.I.ling Nail
EMN Existing Magnetic Nall
MNS Magnat. Nall Set
RRSS Railroad Spike Set
-w- W-deli'
FO Fiber Optic cable Indicator
UB Utility Bo. (for Fiber Cpbc Sy.tem)
TP T.I.phanl P.de.tal
9 "I Win
T Buned Teiephon. Lin.
F Burled Fiber Optic Trunk
Coble (lime-Wamer)
Boundary k Topographical Survey For:
Granville County Jonesland
Environmental Park
Fishing Creek Township, Granville County, North Carolina
Date: November 9, 2001 Scale: 1" = 100' File No.: 01-083
o 1. ra
REVISIONS: February 6, 2002 - Deleted Contours and Added Wetland Information
CERTIFICATION
I, Barry H. Oakes, do hereby certify that this map was prepared
from on actual field survey made by me and complies with oil
minimum standards as established by the N.C. Board of ,ea"Z- isSIOH' ?'•,
Registration for Professional Engineers and Land Surveyors. Error ;?; aQ ?-••,9
of closure is 1' 19"959 and lines not surveyed are shown as SEAL
broken lines plotted from references shown hereon. Witness my '•, m1; y1L-3061ya y
hand and seal this 9th d Of November , 2001. 9y• SUR?IA•.'y?',
'•
a '
rOfesel Fiat Lan Surveyor, L-3061
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEP
' CAROLINA WETLAND SERVICES, INC. (CWS) ON OCTOBER 30
U.S. WERE VERIFIED BY THE U.S. ARMY CORPS OF ENGINEEF
i

1 I ?
?
,I
C.
P

Yet 1 Zone 2 _
769 sq. ft.
mpicted '

?. Zor
1
5
,

F
l

Proposed Boordwalk f
Crossing No.1 W
o
r
r ,

L, LLJ
d' 1

LEGEND
JURISDICTIONAL WETLAND AREA
JURISDICTIONAL STREAM CHANNEL
50' RIPARIAN BUFFER
PROPOSED TREE LINE
PROPOSED GRADING CONTOURS
SCALE = I"= 50'
Carolina Wetland Services
528 East Blvd., Suite 101
Charlotte, North Carolina 28203
Reference. Drawing provided by Site Solutions, dated 7/16/02.
EFigure 3. Riparian Buffer Impacts
nesland Environmental Park
nville County, North Carolina
? CWS Pro'ect o. 2001-0162
PREIAIR;.i 13Y j1 _o- CHECKED ? G? ?AT rz -oL
I C,
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
PlvQA?_k?,? 00,1 L?
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
' leaving the space blank.

1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
N/A
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Granville County, Contact: Mr. Dudley Watts
Mailing Address: P.O. Box 906
Oxford, NC 27565
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Consultant Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Gregory C. Antemann, PWS
Company Affiliation: Carolina Wetland Services
Mailing Address: 528 East Boulevard, Suite 101
Charlotte, NC 28203
Telephone Number: 704-377-1822 Fax Number: 704-377-6951
E-mail Address: gres;l;(a,carolinawetlandservices.com
Page 1 of 7
' III. Project Information
' 1. Name of project: Jonesland Environmental Park Project
2. T.I.P. Project Number (NCDOT Only): N/A
' 3. Property Identification Number (Tax PIN): 1911 0014 0423
' 4. Location
County: Granville Nearest Town: Belltown
Subdivision name (include phase/lot number): N/A
' Directions to site (include road numbers, landmarks, etc.):Take I-85 north to the NC-96 exit
(exit # 24), turn left on NC 96; turn left (north) on U.S. 15; turn left (south) on Belltown
Road (SSR 1133). The site is located approximately 1 mile south on the right hand side.
' 5. Site coordinates, if available (UTM or Lat/Long): N36° 15' 46" - W78° 37' 25"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
' coordinates for each crossing of a distinct waterbody.)
' 6. Describe the existing land use or condition of the site at the time of this application: The
land use of this project is mainly rural with wooded drainage areas.
' 7. Property size (acres): Approximately 48 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Cattail Creek
' 9. River Basin: Tar-Pamlico River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
' River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.)
10. Describe the purpose of the proposed work: This project involves the development of a
' new county park with trails, playgrounds, ball fields, a wetland interpretive area, and an
amphitheatre with parking:
' 11. List the type of equipment to be used to construct the project: A pile driver and paving
machine will be used for hiking path and boardwalk construction.
12. Describe the land use in the vicinity of this project: The land use surrounding the project is
' mainly rural.
Page 2 of 7
IV. Prior Project History
In 1998, the Jonesland Environmental Park Inc., a non-profit group, deeded 80 percent of the
land to Granville County. Money to build the park came from two grants for land and water
conservation and parks and recreation.
V. Future Project Plans
There are no future protect plans for this site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
1. Wetland Impacts

Wetland Impact

Area of Impact Located within

100-year
Distance to

Site Number *
Type of Impact
(acres)
Floodplain**
plai
Nearest Stream ***
Type of Weiland***
(indicate on map) (linear feet)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.53
Total area of wetland impact proposed: N/A
Page 3 of 7
2. Stream Impacts, including all intermittent and perennial streams

Stream Impact
Site Number
indicate on ma
Type of Impact*
(linear Length r feet) Impact
Name Stream Average Width
of Stream
Before Im act Perennial or
Intermittent?
leasespecify)
N/A

* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associatea rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topgzone.com,
www.mat)auest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A

3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A
Expected pond surface area: N/A
Page 4 of 7

VII. Impact Justification (Avoidance and Minimization)
The construction of hiking trails will avoid impacts to wetland areas by utilizing a boardwalk
VIII. Mitigation
1. Greenways and hiking trails, provided that there are no practical alternatives, are designated
as allowable disturbances within the riparian buffer and do not require mitigation.
'
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
' you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
' NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htti)://h2o.enr.state.nc.us/wr2/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
' the following information:
' Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
' Amount of Non-riparian wetland mitigation requested (acres): N/A
l
tl
nd miti
tion re
uested (acre
): N/A
A
t
f C
t
we
ga
q
moun
o
oas
a
a
s
' IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
t land?
Yes ® No ?
' If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No
' If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
' Page 5 of 7
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
¦ It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
' justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
' Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
I Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify: )?
' Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
' mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
ation
1 4,194 sq ft. 3 N/A
2 2,771 sq ft. 1.5 N/A
Total 6,965 sq ft. N/A
Zone 1 extends out 30 teet perpendicular from near bank of channel; Zone 2 extends an
' additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
' of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213.0242 or.0260.
I N/A
I
I XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
I
Page 6 of 7
XII. Sewage Disposal (DWQ Only)
' Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
N/A
' XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
I Yes ? No
Is this an after-the-fact permit application?
' Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applic?fit?Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 7 of 7
07/16/2002 07:51 704-521-8955 SITE SOLUTIONS PAGE 02/02
State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
NCD-ENR
ENvIAONMENT AND NATURAL RESOURCES
DIVISION OF tANO RESOURCES
May 21, 2002
County of Granville
P. O. Box 906
Oxford, NC 27565
73f-7
RE: Jonesland Environmental Park
Granville County
Tar-Pamlico #1.1/03-03-01
Dear Sir/Madam:
This office has received an Erosion and Sedimentation Control Plan for the subject project as
required by the Sedimentation Pollution Control Act of 1973.
We have performed a preliminary review of your plan and have noted apparent buffer
encroachments subject to the Tar-Pamlico Riparian Area Protection and Maintenance Rule (15A NCAC
2S .0259). This rule applies to all perennial and intermittent streams, lakes, ponds, and estuaries in the
River Basin with existing vegetation on the adjacent land or "riparian area." In riparian areas with existing
vegetation in the first 30 feet directly adjacent to the stream, the rule prohibits land disturbance or new
development within the first 30 feet of land next to the water (the remaining 20 feet of the total buffer must
be revegetated upon completion of any proposed land-disturbing activity). In riparian areas with existing
vegetation that is less than 30 feet wide, the rule prohibits land disturbance or new development within the
area that contains existing vegetation (but not the entire 50 foot riparian area). Encroachments on the
protected buffers require written approval by the Division of Water Quality (DWQ).
In light of the apparent buffer encroachments shown in your plan, we cannot consider your
application complete until we receive a copy of your DWQ approval or statement of exemption from the
rule. Therefore, we cannot initiate our 30-day statutory review time period until your application is
complete. For more information about this riparian area rule, please contact the DWQ's Wetiand/401 Unit
at 919/733-1786 or DWQ in our regional office at 919/571-4700, By copy of this letter we are notifying
them that your project will need their attention.
Upon receipt of your DWQ paperwork and any necessary plan revisions related to DWO review or
our enclosed checklist, we will process your application for plan approval as soon as possible. If you have
any questions or need additional information, please do not hesitate to contact us. Your cooperation in
this matter is appreciated.
incerely,
' ohn . Holley, Jr., P.E., C ESC
egi al Engineer
bapd Quality Section
ccH/clmKen Schuster, PE, DWQ S'7/--Y70 o x 241 / ??r?? D??
' 00
Site Solutions
' 1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX[phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
Action ID:
1

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
200220611 County:
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property
Owner Granville Count
Attn: Dudley Watts
Address P.O. Box 906
Oxford, NC 27565
Telephone Number 919-693-5240
Authorized
Agent Carolina Wetland Services, Inc.
Attn: Gregory Antemann
Address 528 East Blvd., Suite 101
Charlotte, NC 28203
Telephone Number 704-377-1822
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the west side of Belltown Road (SR 1133), approximately 0.5 miles north of its intersection
with Hancock Road (SR 1161), southwest of Belltown, Granville County, North Carolina.
Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary
high water marks, located adjacent to and including unnamed tributaries of Cattail Creek and Boulding
Creek, above headwaters, in the Tar-Pamlico River Basin.
Indicate Which of the Following Apply:
There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
-Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Granville
' Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
I have any questions regarding the Corps of Engineers regulatory program, please contact
Amanda D. Jones at telephone number (919) 876 - 8441 extension 30
' Project Manager Signature_
Date March 25, 2002

Date March 25, 2007
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.

-T- r _
T
Applicant Granville County
' 1
File Number. 20022061 Date: 3-25-02
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION-I - The,following identifies your right-, and options regarding .an°admiriistrative appeal of the above
decision.- Additional information may be found at http://usac&.army.mil/inet/fuiietions/cw/cec%vo/reg or.
;Corps regulation`s at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section 11 of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.
I
S1?GTION II REQUEST FOR"APPEAL or OBJEC'FIONStTO AN INITIAL PROFFERED PI,RMIT . k ..? ...
I REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)
I
I
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
' record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
' POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the appeal if you only have questions regarding the appeal process you may
process you may contact: also contact:
Ms. Amanda D. Jones, Regulatory Specialist Mr. Arthur Middleton, Administrative Appeal Review Officer
' Raleigh Regulatory Field Office CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
' Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
' Date: Telephone number:
Signature of appellant or agent.
' DIVISION ENGINEER:
Commander
' U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-3490
' NCDWO Stream Classification Form SCP#1 - Unimportant Intermittent Stream B
Project Name: Granville County Park River Basin: Tar-Pamlico River __County: Granville Evaluator: Gregory C Antemann PWS; Andrea Flughes
' DWQ Project Number: = Nearest Named Stream: Cattail Creek Signature: ?G,
Date: 10/30/01 USGS QUAD: Berea and Oxford. NC Longitude:W78° 37'25" Latitude: N36° 15' 46"
Location/Directions: Take 1-85 north to the NC-96 exit (exit #24) turn left on NC-96' turn left (north) on US-15, turn left (south) on Belltown Road
(SSR 1133). The site is located approximately I mile south on the right hand side.
' "PLEASE NOTE: Ifevaluator and lanrdou•ner agree that the feature is a nian-nrarle ditch, then use sjthis font is not necessar,v. Also, if in the best prafecsional judgement of the evaluator, the
(•ature is a man-made ditch and not a modified natural stream-this rating .systent should not be used-
Primary Field Indicators: (Circle One Number Per Line)
1. Geomor holo Absent Weak Moderate Strom
' 1)Is'rhere A Riffle-fool Se(uence? 1 2 3
2) Is The USDA Texture In Streambed
Different From Surrounding Terrain? 1 2 3
3) Are Natural Levees Present? I 2 3
5) Is There An Active (Or Relic)
9) Is A Continuous Bed & Bank Present? LOf I 2 3
(*NOTE - 11 Hed d Hank ( auses/ B O itchtnK And WITHOUT SInuosit}' t hen Score 0•)
10) Is A 2`1 Order Or Greater Channel (As Indicated
On Tooo Map And/Or In Field) Present? Yes=3 NA
PRIAIARY GEOMORPHOLOGY INDICATOR POINTS: 3
11. Hydrology Absent Weak Moderate Stronz
1) Is There A Groundwater
' flow/Discharge Present.' ® 1 2 3
PRIAIARY HYDROLOGY INDICATOR POINTS: 0
I Are Fibrous Roots Present In Streambed? 2 1 _ 0
2) Are Rooted Plants Present In Streambed? 2 1 0
'
3) Is Periohyton Present? 1 2 3
4) Are Bivalves Present? 1 2 3
PRIAM R YBIOLOG Y INDICATOR POINTS: 6
' Secondary Field Indicators: (Cin le One Number Per Line)
1. Geomor holo Absent Weak Moderate Strom
111, There A Head Cut Present In Channel? 0 0.5 1 1.5
'
2) Is There A Grade Control Point In Channel? ® 0.5 1 1.5
3) Does Topography Indicate A
Natural Drainage Way? 0 05 w, 1.5
.SF.CO,NDAR I' GEOMORPHOLOGY INDICATOR POINTS: 2
' H. Hvdroloev Absent Weak Moderate Strong
1) Is This Year's (Or Last's) LeaFlitter
Present In Streambed? 1.5 1 0.5
_
21 Is Sediment On Plants (Or Debris) Present? 1) 0R.- 1 1.5
' 3) Are Wrack Lines Present? 0.5 1 1.5
4) Is Water In Channel And >48 [its, Since 0.5 1 1.5
Last Known Rain? •NO71, l Ouch lnhcoded hi 9 Ahove Skip T his Sre i And ,. i Below•
5) Is There Water In Channel During Dry 05 1 1.5
Conditions Or In Growing Season)?
'
6) Are Hydric Soils Present In Sides Of Channel (Or In lieadcut)P Yes No 0
.SECONDARY HYDROLOGY INDICATOR POINTS: 2
1) Are Fish Present? 0.5 _ 1 . 1.5 V
2 Are Amphibians Present? 0.5 1 1.5
3) Are AguaticTmiles Present? 0.5 1 1.5
41 Are Crayfish Present? 0.5 1 1.5
5) Are Macrobenthos Present? 0.5 1 1.5
6 Are Iron Oxidizing Bactena/Fun nts Present? 0.5 1 1.5
7 Is Filamentous Algae Present? 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
' (• NOTE: // Iiilal Absence (?l All Plants In Streambed 2 1 0.75 0.5 0 0
As Noted Above Skip lhls Slep 1/NLESS,SAI'Pre.eeni•)
SECONDARY BIOLOGY INDICATOR POINTS: 0
I TOTAL POIN'7:S (Printarr + Secondarr)= 15 (If Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
f0
INTERMITTENT CHANNEL
EVALUATION FORM
SCP #1 - Unimportant Intermittent Stream B
ACTION ID: APPLICANT NAME Granville County DATE: 10/30/01
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): Park development: trails, fields, Larking interpretive areas
WATERBODY/RIVER BASIN: Cattail Creek / Tar-Pamlico River Basin COUNTY/CITY: Granville _
RECENT WEATHER CONDITIONS: Sunny, 65 degrees F
P SP NP Observation Comments or Descri tion
X Dish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breeding
X Algae And/Or Fungus (water quality function)
X Wildlife Channel Use (i.e. tracks, feces, shells, others) Raccoon tracks
X Federal) Protected Species Present (Discontinue)
X Riffle/Pool Structure
X Stable Streambanks Vegetated banks

X Channel Substrate
i.e. ravel, cobble, rock, coarse sand)
X Ri arian Canopy Present (SP =/> 50% closure) Acer rubrum
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel
X Wetlands Adjacent to/Conti uous with Channel (Discontinue) Wetland BB upstream and downstream
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A See s/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present Highly braided
X Wrack Material or Drill Lines
X H dro h is Vegetation in/adjacent to channel Scir us p erinus, Viburnum nudum, Smilax sp.
Important To Domestic Water Supply?
Does Channel Appear On A Quad Or S
Determination:
? Perennial Channel (stop)
® Intermittent Channel (proceed)
? Ephemeral Channel (no jd)
? Ditch Through Upland (no jd)
Y / N?
oils Map'? Y /FN Approx. Drainage Area: Approximately 32 Acres
? Important Channel: LF PROJECT MGR. Initials
® Unimportant Channel: 350 LF
(attach map indicating location of important/unimportant channel)
Evaluator's Signature: t'.
P=Present SP=Strongly Present NP=Not Present
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Granville Coun Park Site Date: 10/30/01
Applicant/OwnEGranville County County: Granville
I nvestigator: Gre or C. Antemann PWS / Andrea Hughes State: NC
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP1
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator
1. Sphagnum sp Herb Dominant Plant Species Stratum Indicator
9.
2. Ac•er rubrum Tree/Sap FAC 10.
3. Carex sp. Herb 11.
4. Scirpus c•vperinus Herb OHL 12.
5. Viburnum nudum Shrub FACW+ 13.
6. Smilax rotundi olia Vine FAC 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
More than 50% of dominants are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inche
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: 6" (in.) X FAC-Neutral Test
Other (Explain in Remarks)
Remarks:
H drolo indicators are resent.
datasheet Page 1 of 2 7/22/2002
SOILS
Map Unit Name
(Series and Phase): Chewacla and Wehadkee (0 to 2 percent) Drainage Class somewhat poorly
Field Observations
Taxonomy (Subgroup): thermic Fluya uentic D strochre is Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12" B 10 YR 5/1 7.5 YR 4/6 few fine sandy
_ Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soil
Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime X Listed on Local Hydric Soils List (Inclusions)
Reducing Conditions _ Listed on National Hydric Soils List
X Gleyed or Low•Chroma Colors _ Other (Explain in Remarks)
Remarks:
H dric soils are resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? © No (Circle
Wetland Hydrology Present? © No (Circ
Hydric Soils Present? es No Is this Sampling Point Within a Wetland. Ye No
Remarks:
Data point represents a Wrisdicitonal wetland area.
Approved by HQUSACE 2/92
datasheet Page 2 of 2 7/22/2002
Jonesland Environmental Park July 19, 2002
Reauest for a "No Practical Alternatives" Determination Proiect No. 2001-0162
u.

Photograph A. View of Wetland BB.
Carolina Wedand Services ?-a
Request for a "No Practical Alternatives" Determination
Jonesland Environmental Park Project
Granville County, North Carolina
Carolina Wetland Services Project No. 2001-0162
July 19, 2002 I r R ?;
JUL 2 3 2002 I
i WETI-AINDS UOUP
!',";TES; ITY S:CTIO?!
Applicant:
Mr. Dudley Watts
Granville County
P.O. Box 906
Oxford, NC 27565
[phone] ""`--°-
Prepared By:
Gregory C. Antemann, P.W.S
Andrea L. Hughes
Carolina Wetland Services, Inc.
528 East Boulevard, Suite 101
Charlotte, North Carolina 28203
[phone]
U 1
528 East Boulevard, Suite 101 • Charlotte, NC 28203 • [phone] Office • [phone] Fax
?1? www.carolinawetlandservices.com
' Jonesland Environmental Park Project July 19, 2002
Request for a "No Practical Alternatives" Determination Project No. 2001-0162

Table of Contents
1 Executive Summary ......................................................................................... ..................................... I
Existing Conditions ..............................................................................................................................2
Introduction ......................................................................................................................................2
'
Current Land Use ..............................................................................................................................2
Jurisdictional Waters ................................................................................... ..................................... 2
Purpose and Need for the Project .................................................................... ..................................... 3
'
Avoidance and Minimization .......................................................................... .....................................4
Proposed Impacts to Riparian Buffer Zones .................................................... .....................................4
' Compensatory Mitigation ................................................................................ ..................................... 4
List of Tables
Table 1. Impacts to Riparian Buffer Zones .................................................... .....................................4
' List of Attachments
Attachment A - Figure 1. USGS Site Location Map
' Attachment A - Figure 2. Wetland Boundary Survey
Attachment A - Figure 3 Riparian Buffer Impacts
Attachment B - Pre-Construction Notification Application
' Attachment C - Agency Correspondence
Attachment D - USACE Notification of Jurisdictional Determination
Attachment E - Stream Classification Forms
Attachment F - Routine On-Site Data Form
'
Attachment G - Representative Photographs
1
' Jonesland Environmental Park Project July 19, 2002
Request for a "No Practical Alternatives" Determination Project No. 2001-0162
Executive Summary
The Jonesland Environmental Park Project is located outside of Belltown, North Carolina,
approximately one mile southwest of the junction of U.S. Highway 15 and Interstate 85. The site is
approximately 48 acres in size and is generally bound to the west by Hancock Road (SR 1161), to the
northeast by open woods, and to the southeast by Belltown Road (SRI 133)
(Attachment A - Figures 1 and 2). The project involves the development of a new county park with
trails, playgrounds, ball fields, a wetland interpretive area, and an amphitheatre with parking. On
behalf of our client, Granville County, Carolina Wetland Services, Inc. (CWS) is submitting a Pre-
Construction Notification application with attachments (Attachment B) in response to a letter from
Mr. John Holley, Jr. of the North Carolina Department of Environment and Natural Resources
Division of Land Resources (NCDENR-DLR), dated May 21, 2002 regarding buffer encroachments
associated with this project (Attachment Q. Approximately 4,194 sq ft of Zone 1 riparian buffer and
2,771 sq ft of Zone 2 riparian buffer will be impacted by the construction of a hiking trial and
elevated boardwalk adjacent to jurisdictional waters within the Tar-Pamlico river basin (Attachment
A - Figure 3). Impacts to the riparian zones have been minimized to the maximum extent
practicable. Under the Tar-Pamlico Riparian Area Protection and Maintenance Rule (15A NCAC
213.0259) the construction of greenways and hiking trails is an allowable use for encroachment on
Zones land 2 without mitigation. CWS is requesting a "no practical alternatives" determination for
this project.

J

1

Jonesland Environmental Park Project July 19, 2002
Request for a "No Practical Alternatives" Determination Project No. 2001-0162
Existing Conditions
The following sections describe the existing conditions of the Jonesland Environmental Park Project
area.
Introduction
The site is located outside of Belltown, North Carolina, approximately one mile southwest of the
junction of U.S. Highway 15 and Interstate 85. The site is approximately 48 acres in size and is
generally bounded to the west by Hancock Road (SR 1161), to the northeast by the open woods, and
to the southeast by Belltown Road (SRI 133) (Attachment A - Figures 1 and 2). The project involves
the development of a new county park with trails, playgrounds, ball fields, a wetland interpretive
area, and an amphitheatre with parking. On behalf of our client, Granville County, Carolina Wetland
Services, Inc. (CWS) is submitting a Pre-Construction Notification application with attachments
(Attachment B) in response to a letter from Mr. John Holley, Jr. of the NCDENR-DLR, dated
May 21, 2002 regarding buffer encroachments associated with this project (Attachment C).
Current Land Use
The current land use for this project is mainly rural. The riparian canopy is dominated by sweetgum
(Liquidambar styraciua), green ash (Fraxinus pennsylvanica), tulip poplar (Liriodendron tulipifera),
and red maple (Ater rubrum). The wetland areas are dominated by hydrophytic vegetation such as
cinnamon fern (Osmunda cinnamomea), wool grass (Scirpus cyperinus), smilax (Smilax rotundifolia),
arrowwood (Viburnum nudum), and various sedges (Carex spp.).
Jurisdictional Waters
CWS investigated on-site jurisdictional waters of the U.S.1 on October 30, 2001, using the U. S. Army
Corps of Engineers (USACE) - Routine On-site Determination Method. This method is defined in the
1987 Corps of Engineers Wetlands Delineation Manual.2 Three stream channels (Streams A, B, and C)
were identified during this investigation, as well as three wetland areas (Wetlands AA, BB, and CC)
(Attachment A - Figure 2). On-site jurisdictional waters of the U.S. include unnamed tributaries to
Cattail Creek. Cattail Creek is located within Tar-Pamlico River Basin (HU# 03020101)3, and is
1 "Jurisdictional waters of the U.S." includes essentially all surface waters such as: all navigable waters and their tributaries, all interstate
waters and their tributaries, all wetlands adjacent to these waters, and all impoundments of these waters.
2 Environmental Laboratory. "Corps of Engineers Wetlands Delineation Manual," Technical Report Y-87-1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
"HU#" is the Hydrologic Unit Code. Hydrologic Unit Map, State of North Carolina. U.S. Geological Survey. 1974.
I
Jonesland Environmental Park Project July 19, 2002
Request for a "No Practical Alternatives" Determination Project No. 2001-0162
classified as "Class C" waters by the North Carolina Division of Water Quality (NCDWQ). CWS
received written verification regarding the location and extent of on-site jurisdictional areas from Ms.
Amanda Jones of the USACE on March 25, 2002 (Attachment D). NCDENR-DLR identified Stream B
and Wetland BB as having 50-foot Tar-Pamlico riparian buffer requirements along both of their
boundaries (Attachment A - Figure 3). Details regarding these features have been included in the
following paragraphs.
Stream B is an Unimportant Intermittent channel that begins on the north side of Wetland BB in the
center of the property. It flows southeast into and out of Wetland BB for approximately 247 linear
feet before leaving the property through a culvert under Belltown Road (SSR 1133) on the
property's southeast boundary. This channel has a drainage area of approximately 32 acres. Stream
B shows weak sinuosity and moderate braiding (Attachment E - SCP#I). This portion of Stream B
rated 13.0 out of 71 possible points on the NCDWQ Stream Classification Form.
Wetland BB is connected to Stream B and is approximately 0.38 acres in size. The majority of
Wetland BB is dominated by hydrophytic vegetation consisting of wool grass (Scirpus cyperinus),
various sedges (Carex spp.), arrowwood (Viburnum nudum), and smilax (Smilax rotundifolia)
(Attachment F - DPI). Hydric soils were observed within Wetland BB based on the presence of a
low chroma soil with mottles. The hydrology sustaining Wetland BB appears to be a combination of
ground water and Stream B, which flows into and then out of Wetland BB. A photograph taken
during the site visit of Wetland BB is included as (Attachment G - Photographs A and B).
Purpose and Need for the Project
The proposed project involves the development of a new county park with trails, playgrounds, ball
fields, a wetland interpretive area, and an amphitheatre with parking. The purpose of the park is to
provide recreational facilities and environmental education opportunities for the surrounding
communities.
3
' Jonesland Environmental Park Project July 19, 2002
Request for a "No Practical Alternatives" Determination Project No. 2001-0162
I
Avoidance and Minimization
' The development of this park and the siting of its facilities will avoid directly impacting any
' jurisdictional waters of the U.S. The construction of hiking trails will utilize boardwalks to avoid
impacting on-site wetland areas and stream channels. The extent of these aerial walkways and
' associated grading has been minimized to the maximum amount practicable. The hiking trail has
been re-designed to avoid any unnecessary impacts to Stream B or Wetland BB.
I Proposed Impacts to Riparian Buffer Zones
' While avoiding direct impacts to jurisdictional waters, the construction of this project will impact
approximately 4,194 sq ft of Zone 1 riparian buffer and 2,771 sq ft of Zone 2 riparian buffer adjacent
' to Stream B and Wetland BB (Attachment A - Figure 3). These impacts are associated with the
construction of a hiking trail and elevated boardwalk that will traverse the wetland area.
Table 1. Impacts to Riparian Buffer Zones
?urlsdictiona$. t1k'I j 4; ll'° Im a?

Stream B 2,669 sq. ft. 1,854 sq. ft.
Wetland BB 1,525 sq. ft. 917 sq. ft.
TOTAL 4,194 sq. ft. 2,771 sq. ft.
6,965 sq. ft.
Compensatory Mitigation
' No compensatory mitigation is being proposed for this project. Greenways and hiking trails are
designated as allowable uses for encroachment on Zone 1 and 2 riparian buffers without mitigation
I under the Tar-Pamlico Riparian Area Protection and Maintenance Rule (15A NCAC 02B .0259).
CWS is requesting a "no practical alternatives" determination for this project.
4
i
r /, ?? -
"?
?
?•` 1 7
- _
I
•? ? l'
? ? ?
? !
_
` ?
U•' it ? : I ? ?
;....J / l?
?
• l / ? ,. ._ i j' f
-tub ? i' ; ;? '-'-. ?
?l ?-?? -? ? ? ? . ??
? t •^ mot,-? ?
f?1 ? l- ?•?? , i ?,??/ ?/"? 1?? ? -`•',

i /
?
f "? ?,.
-.?? "
r
i 1 ?
? ? ?\
?
"
_'} ? ?
?
1
\
/
_,
??
_
?
.
l,
t--•
l
V (., ( ( J \`
, _
.
Interstate 85 .
J'
?
(., . • ?i Grove
< ( Hancock Road (SSR 1161 Jl
?' f?? l' ??
J , j
F ?
1
1 ?} / C ?V f
, (
f?`
11it l\rw. US HI hwa IS ,._ Ji??
=
??
`
/? -350 "? ? `p ? 1 ? _? - :w ??--? ,, , ^`?y ?,?5-? I
?' /?/ ?-. \ Belltown Road(SSR 1133 • '-. 4 - ?Ilt?,?
? E • Shad Grove Road 1SSR I I I t \_ £ rk """
f \= i
?
!
(
" r' -? }??a`l?
_ r(r
rr =`
-/?//__-.` 1 ! V.-.?.,_ \_1 ?. li' ?/ ,it. w '_."` r, l ? f
L j ?T _.J t hsdy Grove
'}.. -l?r ^ / - 450 1\ V

-
\ tip l i .?r,.i 1 T1133 \`..' ???f p ? .? h/ AS ?
- f' ,---t' 5 ? - `k? .? )' lr? ?x4F \?`)ri

?. 1 t
Approximate Scale 1" = 2000'
Reference: USGS 7.5 Minute To ra hic Ma Series• Berea uadran gle, North Carolina, dated 1993; oxford uadran le North Carolina, dated 1981.
1
' ! Carolina Wetland Services
Figure 1. USGS Site Location Map
528 East Blvd., Suite 101 Jonesland Environmental Park

J
! / Charlotte North Carolina 28203
Granville County, North Carolina
11
l CWS Project No. 2001-0162
t
, .
PREPARED BY j
?l.l? DATF, p
??? I??Z- CHECKED BY
(? DATE
? 2Z ? G'i?
VL ?
The Doan Family Urnit•d Partnership No. 1
D.B. 705-225
Fe.t Tryst
Benchmark # 3
OR56 In 26" WIIIO.
2P .0-.l of EIP
Elev.. 475.12
M = 1=1 1 Lam] = Lwesij to a
J Bencnmaa / 4 6. Buried trunk cable for Fiber Optic system is located 1' west of the edge of pavement .
RRSS in 12. 5...to- 7. Lines shown from UB are trunk lines for fiber optic system.
1e' souu of EIP B. The location of the cemetery shown hereon is based on visual grove sites
Ejov. Do 477.21 other grave sites may exist.
9. Minimum required setback dimensions are:
Front-50', Side-15', Rear-25'
o' 10. Th a CHILL shown along the west R/W of Belllown Road is the j of Carolina
N er3s•J2"E 593.82' -• °" LINE A I Power and Light 30' R/W.
TIC M eu
S
Su 5 08-J?-J7--E
245.16
WETLAND A4'
(0.10 Ac.) r,•1
V
$IRFAM A
UNIMPORTANT INTERMITTENT
(148 LINEAR FEET)
B•r¢nman, ? 5
ROSS in 10" Sraetgum
Elev.. 464.74
LEGEND
JURISDICTIONAL WETLAND AREA
• - JURISDICTIONAL STREAM CHANNEL
SCPI STREAM CLASSIFICATION POINT
DPI DATA POINT

G-0. PHOTO LOCATION AND DIRECTION
SCALE = I"= 225'
flora Mann Haire
D.B 120-383
Find Tract
B... mon,/2
ROSS In 35" Or
Elev. 492.33
n0-•
0
BAR
11
CEMETERY
r---1
L_ -r- J
v / 5 86.17'10E 694.21• /
NOTE: JURISDICTIONAL WATERS OF THE U.S. WERE DELINEATED AND FLAGGED IN THE FIELD BY
CAROLINA WETLAND SERVICES, INC. (CWS) ON OCTOBER 30, 2001. JURISDICTIONAL WATERS OF THE
U.S. WERE VERIFIED BY THE U.S. ARMY CORPS OF ENGINEERS ON MARCH 25, 2002.
0
BARN
B,RS, In 32" Pine
2' south of UP
ev.. 185.34
E
Amy Ford Waite, it vir
D B. 778-559
crRnrx.noN
?ny HNtroNU•, nx, to on• 0-r mw• of +n• fook-,
a eck al- 1-d -1
e i,°?n<°..nal°.auPl : w2..p°?'nat rte.
6. 1. wgnui.dcl... N wen o ponnn or
oolryta Ietwb unr.quseb?ee to
>( a M o I° M lMnrelb.nq, port•I• d,
l])Lbc N° u
.M ?1° ofNe en •.IWnp pe,eW r
W M u no! cmN • n•r
nanq• an owdnq soot.
2. m,i u•..,,.W w a en .munq aaadreq
w stew Warw... er ,wlarvl Iwtun.
d. Tnvlmtn::' u erNamN« u,:vor'y; wen «
ins M Ol,atq„ of ui,Bry part to . count-
er . .inn. er 0-- •.o.puw N w
_ •, lnal N• nleN?.o,..rorMlc a,wa ?e mra • a
ea.,mmm?on a IM I,- er Abe .,..wore
H. Oakes Surveying, P.A.
127 old vi-lp .e Square
P.O. Bo. 2059
Oxford. North Carolina 27565
Tel./ (919) 69x3250
F...s (9191 693-6882
1. Existing Magnetic Nails are located at points along the centerline of SR 1133 as shown, unless otherwise noted.
2. Buried telephone line is located 3' west of the edge of pavement.
3. Total ocreage in tract is 48.291 acres inclusive of the affected road R/W.
4. Topographic datum based on USGS Quadrangle maps.
5. Wetland areas were located from points set by Carolina Wetland Services.
Calls for WETLAND AREAS
COURSE BEARING DISTANCE COURSE BEARING DISTANCE
EI-12 N 51.02'23"W 46.08' FTt-FFI N 09.05'34"W 22.13'
E2-E3 N 65'09'4411' 38.50' FF2-FF3 N 25•JB'C9'1Y 32.73'
E3-E4 S 55.25'a3'•W 19.24' FiJ-FF{ N SD•04'J4"W 76.52
E{-F5 N 95.1025•'IN 20.12' FF4-FTB N 59.26'37••W 335.64
FFS-FF6 N 26.21'44"W 26.73
FT6-n7 N 65.1523"W 1691

COURSE
DEARING
DISTANCE FF7-FT6
FF6-FF9 N 42'52'34`W
N 54.09'02"W 45.66
46.11
FF9-fT10 N 11.55'22W 28.21'
EEI-E[2
EE2-EE3 5 56.55.47"W
5 60.4828"W 14.57'
21.47' Pill D-FT11
FT1 f-FT12 N 67.07'54W
N 55.43'09"W 45.86'
26.04'
COURSE BEARING DISTANCE
AI-A2 N 59•I3 '/5'w 3325'
A2-A3 N S+•2S'10w 36.69'
A3-A4 N 55.12'46'11' 29.19'
AI-AS N 16.09'31'•W 22.99'
A5-A6 N 26.38'10'19 26.75'
COURSE BEARING DISTANCE COURSE OWING DISTANCE
EE3-EEI N 55.75'26'19 25.78'
CEI-CES N 79.42'31'14 18.81•
EE5-CE6 N 13.59'37"W 27.82
EE6-EE7 N 11.31.15"W 32.41-
Fir, -EE6 N 43.42'47•'W 19.33'
EEe-EEO N 39.21'03"W 38.10'
EE9-EE10 N 30.36'16'1Y 31.20
EE 10-EE11
CE1 t-EE12 N 10.1 a'76'•W
N55.16'09'13' 27.47'
39.79'
CE12-ET 13 N 332.2819"W 22.20'
EC 13-EE14 N 43.40'32"W 39.75
LE14-EE15 N 17.57.14"W 3154'
F7-F2 N 07.22'27'14
F2-F3 N 69-07-15"W
F3-F4 N 50.35.48-V
F4 F5 N 16'04'37"W
F5-F6 5 49.27'35"W

26 68' M1-M2
AA2-AA3 S 65.21'22'19
N 35.14'3619 2580-
20.32'
43.98' AA3-M4 N36.47'58V 2848
17.09' M4-AA5 N 52.19.19"W 29.19'
19.61' M3-M6 N 09.08'54"W 26 87-
13.29, M6-M7 N 11'25'481Y 11.23'
AA ma N ?1•DO'21•W 25.70-
MB-BBI I67°50'10'E 25.43'
COURSE BEARING DISTANCE
B81-8 B2 160.15'17-'E 21.33
1392- 883 511.13'34"E 26.56'
683-P84 5 22.14'25"E 13.04'
BB4-885 5 33.31.48"E 45.19'
BB5-866 I13.06.10"E 21.36'
The Dean Family Umll.d Partner.Np No. I
O.B. 705-225
Flnl Tryst
B.nchmori, / 7
RRSS in 24" Pr
12' ost of EIP
Elev.. 483.69
Robert SIHInehite
D.B. 834-734
m
v
Z
WETLAND STPFAM WIDTHS
At -2'
A2- 2'
13 - 2-
A 2-
A5-2'
A9- 6'
AS - 2-
C1 2-
CJ-2'
C4-2'
CS-2'
C6-2'
EI -3'
E2- 3'
E3-
3'
4'
E4-
ES-d'
FI -2'
F2- 2'
F3-2'
F1-2'
FS - 2-
I'd- 2'
The Dean Family Limned Partnership No. I
O.B. 705-225
Third Tract
WETLAND MEA -- ------------
\? 87'0x'16"E 461.72' total
Bencnmoa (e ? .
ROSS In 12 Maple /
/' north or EIP i
Elev.. 167.41
/ - S 67.11'12"E
n .? /kr1Y a? / 77.90'
7-/f LIVE TO CC)' CC;
IYETLINO CC-
87'43'05'C C.
172.72' (0.05 AC.) ,
STREAM B

NIM
NIMPORTA
T

_
?
?
U
U
N
INTERMITTENT
(122 LINEAR FT) $TRFi1M C
,?
1?'
UNIMPORTANT NNE"",)- EN'T
(149 LINEAR FEET)
i

B uIr ?Elc
n0- l
L-6 5 57.52',01'1 550.36
N UNIMPORTANT IN ERMITT£Nr 4/ L
\ OQ 'isv (115L INEAR II o a l-
u 400
L
ttlj • rn rt /4 ? ,,EC.? Benchmark I O L
EE l
Not RFSS In PP j EOY12 L
FIGURE 3 ` TIE LINE TO ' Q EIw.. 175.99
N 49.99'4 1
?
176.19'
/ / In .164.17
Out .467.47
% BURIED METAL PIPE
Inv. M . 464.16
Inv. Out . 463.92
TIN SIDED NOTE: rime Wom.r Floor Optic Duried
BUILDING cabs ..sets Mr. bet..•n purer
© polo approximately 6' from edge Calls for WETLAND AREAS
N or pavement.
HOUSE COURSE BEARING DISTANCE
,l
WOODEN / E
sroRAG?J "
BUILDING / O-Chma. / ID
1 / ROSS in PP / EOY14
Elev. . 491.13
/12" Buried RCP
9 p )
i
Benchmark / a
RRSS in 28" Wi11ur Oak
15' ...l of EIP
ENV.. 477.99
"This corlbos that this copy of this plot Identifies 0e Watsrs and
efiands all areas of waters and wetlands regulated pursuant to
Section 404 of the Clean Wafer Act as determined by the
undersigned on this dote. Unless there is a change in the law, or
our published regulotione, this determinob- may 6e relied on for
a period not to eased five years I- this date. This
defermmotion was made utilizing the 1987 Corps of Engineers
Welland Delineation Manuel."
9. Army Corps'. Engineers Rap-R-lathe
1•t.,-L,J', ,, f - - (4^1 ;'l )
' 1 rrlb
Dots
N07E. ?VPrSDICT;OflAL WATERS CF rHE U.S. AND WE-,LANDS WERE
DELINEATED IN THE FIELD BY CAROLINA WETLAND SERWCES, INC.
(CWS) ON OCTOBER 30. 2001. ?URISOICVONAL WA rERS OF THE
US. AND WETLAND BOUNDARIES fNk£ BEEN MARKED IN THE FIELD
WITH PLASTIC SURVMRS TAPE'
W71F; Tlme Warner Fiber Opbe burled
Do UIet1 here.
i
w f _
aa9 Grose
i `West Sb
TRACT REFERENCE:
D.B. 777-451
P.B. 12-36 , Tract 2
TM 1911 0014 0423

CC1-CC2 S 08'34'52"E 25.63'
CC2-CC3 S 03'41'00"E 25.11'
CC3-CC4 S 33'23'05"E 17.86'
CC4-CC5 S 65'43'38"E 17.56'
CC5-C1 S 39'34'30"E 3.00'
C1-C2 S 13.22'55"E 18.90'
C2-C3 S 52'13'53"E 29.12'
C3-C4 S 59'04'29"E 29.36'
C4-C5 S 77'36'20"E 53.44'
C5-C6 S 75'30'06"E 17.97'
CC I -DD I N 85'05'21 "E 35.42'
COURSE BEARING D:STANCE
0D1-DD2 S 00'22'17"E 45.10'
DD2-DD3 S 07'58'32"E 28.79'
DD3-DD4/C1 S 56'16'57"W 7.69'
Carolina Wetland Services
528 East Blvd., Suite 101
Ali Charlotte, North Carolina 28203
II Ir•
' ?r\ I Re(crence: Survey provided by Barry Ii. Oakes Surveying, P.A., dated
1 u4'o1, revised 2,'6/02,
Figure 2. Wetland Boundary Survey
Jonesland Environmental Park
Granville County, North Carolina
CWS Project No. 2001-0162
PREPARED BY DATE CHECKED DATE
ALtt 7-19-oL 64" 7 ez
24" RCP
Inv. In .181.21
Inv. Out . 460.57
C.-. along f of NCSR 1133
OURSE OWING DISTANCE
L-1 5 40.58'48"W 46.98'
L-2 511•{1'46W 96.38'
L-3 S 50.7728W 97.54'
L-4 S 55.32'14"W 92 24'
L-5 5 57•+6'21'"W 135.79'
L-7 5 56.29'04"W 91.]8'
L-a S 52.5648"W 91.56'
L-9 51715.19W 95.27'
-ID1 5 36-35"154
1
71 42'
-12 S 720^W ]441•
-13 5 2].30•3Yr 90.66'
-+1 S 24.28'37"W 71.01'
-15 521.21. IV 217 29
-I6 5 24.0121"W 1111:
-17 5 25'16'25"W 99.96'
-18 S 27.51'28w 99.92'
NO E:
The plat Is eubjecl to all

m. l., ogr ono
....
rights-ofay
r ,card d prior
to the OCT. tof mi. plat.
this

EIP 1 FOENO
E.i,trg Iron Pipe or PIn
IDS Iron pipe or Pin Set
EIS E.isling Iron Spike
NIS New Iron Spike
R/W Right-of-Woy
EPK Existing PK Nail
NPK New Pit Nail
ECM Dot Concrete Monument
PP Power Pole
CP Computed Point
MBL Minimum Bulid,rg Une
ES E.isting Steel Spindle
CHUL overhead Ubnly Un.
EN DI. Uri; Nail
EMN E.Ntinq M.9-0o Nail
.NS Magnetic Nob Set
RRSS Railroad Spike Set
-w- Wood.rn.
FO nber Optic cable Indicator
UB Utility Do. (for nber Ophc Syelem)
TO Telephone Pedestal
9 cur Wire
T Buried Telephone Une
F Buried nber Coto Trunk
Cable (Time-WOmer)
Boundary & Topographical Survey For!
Granville County Jonesland
Environmental Park
Fishing Creek Township, Granville County, North Carolina
Date: November 9, 2001 Scale: 1" = 100' Fi':e No.: 01-083
o w 1. 100
REVISIONS: February 6, 2002 - Deleted Contours and Added Welland Information
CEPTIFICATION
I, Barry H. Oakes, do hereby certify that this map was prepared
from an actual field survey made by me and complies with all ,rtiN CARO?••,,,
iminimum standards as established by the N.C. Board of p'aQ-; f691Q?;. yy;
'o1
Reglstrotion for Professional Engineers and Land Surveyors. Error ¢•.,9
; Z;ap
of cloaura is 1. 19_99 and lines not surveyed are shown as : SEAL
broken lines plotted from references shown hereon. Witness my ',?L-3061 x! f
3
hand and seal this III d Of November , 2001. , m

rofessi not Lan Surveyor, L-3061
NOTE: JURISDICTIONAL WATERS OF THE, U.S. WERE DELINEAT
CAROLINA WETLAND SERVICES, INC. (CWS) ON OCTOBER 30,
' U.S. WERE VERIFIED BY THE U.S. ARMY CORPS OF ENGINEERS

LEGEND
JURISDICTIONAL WETLAND AREA
1====== JURISDICTIONAL STREAM CHANNEL
50' RIPARIAN BUFFER
_ PROPOSED TREE LINE
PROPOSED GRADING CONTOURS
SCALE= I"= 50'
Carolina Wetland Services
528 East Blvd., Suite 101
Charlotte, North Carolina 28203
Reference. Drawing provided by Site Solutions, dated 7116!02.
Figure 3. Riparian Buffer Impacts
Jonesland Environmental Park
Granville County, North Carolina
CWS Pro'ect No. 2001-0162
I PREPARED BY DATE CHECKED DATE
ASH 1- 1-oz C. Lf-4 7 - e2 -?

e >?? ?O?Gyt-s o tJ --1
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
' leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
? 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Granville Countv. Contact: Mr. Dudlev Watts
Mailing Address: P.O. Box 906
Oxford, NC 27565
Telephone Number: [phone] Fax Number: [phone]
E-mail Address:
2. Consultant Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Gregory C. Antemann, PWS
Company Affiliation: Carolina Wetland Services
Mailing Address: 528 East Boulevard, Suite 101
Charlotte, NC 28203
Telephone Number: 704-377-1822 Fax Number: 704-377-6951
E-mail Address: gregg(i?carolinawetlandservices.com
Page 1 of 7
III.
Project Information
1. Name of project: Jonesland Environmental Park Project
2. T.I.P. Project Number (NCDOT Only)
N/A
3. Property Identification Number (Tax PIN): 19110014 0423
4. Location
County: Granville Nearest Town: Belltown
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.):Take I-85 north to the NC-96 exit
(exit # 24)• turn left on NC 96; turn left (north) on U.S. 15; turn left (south) on Belltown
Road (SSR 1133). The site is located approximately 1 mile south on the right hand side.
5. Site coordinates, if available (UTM or Lat/Long): N36° 15' 46" - W78° 37' 25"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application: The
land use of this project is mainly rural with wooded drainage areas.
7. Property size (acres): Approximately 48 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Cattail Creek
9. River Basin: Tar-Pamlico River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.)
10. Describe the purpose of the proposed work: This project involves the development of a
new county park with trails, playgrounds, ball fields, a wetland interpretive area, and an
amphitheatre with parking.
11. List the type of equipment to be used to construct the project: Agile driver and paving
machine will be used for hiking path and boardwalk construction.
12. Describe the land use in the vicinity of this project: The land use surrounding the project is
mainly rural.
Page 2 of 7
IV. Prior Project History
In 1998, the Jonesland Environmental Park Inc., a non-profit group, deeded 80 percent of the
land to Granville County. Money to build the park came from two grants for land and water
conservation and parks and recreation.
V. Future Project Plans
There are no future project plans for this site.
VI. Proposed Impacts to Waters of the United States/Waters of the State
1. Wetland Impacts

Wetland Impact

Area of Impact Located within

100-year
Distance to

*
Site Number Type of Impact* (acres) **
Floodplain Nearest Stream Type of Wetland**
(indicate on map) es/no (linear feet)
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fcma.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.53
Total area of wetland impact proposed: N/A
Page 3 of 7
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact*
(linear Length r feet) Impact
Name Stream Average Width
of Stream
Before Im act Perennial or
Intermittent?
leasespecify)
N/A

* List each impact separately and identity temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.top2zone.com,
www.manauest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: N/A
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S. N/A
Open Water Impact
Site Number
(indicate on ma
Type of Impact* Area of
Impact
(acres)
(if Name applicable) Wat) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): N/A
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): N/A
Size of watershed draining to pond: N/A Expected pond surface area: N/A
Page 4 of 7
VII. Impact Justification (Avoidance and Minimization)
The construction of hiking trails will avoid impacts to wetland areas by utilizing a boardwalk
' design.
VIII. Mitigation
1. Greenways and hiking ails, provided that there are no practical alternatives, are designated
as allowable disturbances within the riparian buffer and do not require mitigation.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
' you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
' NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at httn://h2o.enr.state.nc.us/wra/index.htm. If
' use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
' Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
' IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
' land?
Yes ® No ?
' If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
' Yes ? No
' If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No
' Page 5 of 7

-7
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
' It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
' justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify: )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
' mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.

n
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 4,194 sq ft. 3 N/A
2 2,771 sq ft. 1.5 N/A
Total 6,965 sq ft. N/A
• Zone 1 extends out 3U teet perpendicular from near bank of channel; Lone 2 extends an
' additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
' of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
' N/A

XI.

Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
N/A
Page 6 of 7
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
N/A
--=c C-' /r' - 2 Z - o Z
Applica'fitYAgent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 7 of 7
1 07/16/2002 07:51 704-521-8955 SITE SOLUTIONS PAGE 02/02
State of North Carolina
Department of Environment
' and Natural Resources
Raleigh Regional Office
' Michael F. Easley, Governor
William G. Ross, Jr., Secretary
1

A&"4
IT
NCDERR?
NORTH CAROLINA DEF-ARTMe NT OF
ENVIRONMENT ANO NATURAL RESOURCES
DIVISION OF LAND RESOURCES
May 21, 2002
County of Granville
P. O. Box 906
Oxford, NC 27565
- x3r7
RE: Jonesland Environmental Park
Granville County
Tar-Pamlico #1103-03-01
Dear Sir/Madam:
This office has received an Erosion and Sedimentation Control Plan for the subject project as
required by the Sedimentation Pollution Control Act of 1973.
We have performed a preliminary review of your plan and have noted apparent buffer
encroachments subject to the Tar-Pamlico Riparian Area Protection and Maintenance Rule (15A NCAC
2B .0259). This rule applies to all perennial and intermittent streams, lakes, ponds, and estuaries in the
River Basin with existing vegetation on the adjacent land or "riparian area." In riparian areas with existing
vegetation in the first 30 feet directly adjacent to the stream, the rule prohibits land disturbance or new
development within the first 30 feet of land next to the water (the remaining 20 feet of the total buffer must
be revegetated upon completion of any proposed land-disturbing activity). In riparian areas with existing
vegetation that is less than 30 feet wide, the rule prohibits land disturbance or new development within the
area that contains existing vegetation (but not the entire 50 foot riparian area). Encroachments on the
protected buffers require written approval by the Division of Water Quality (DWQ).
In light of the apparent buffer encroachments shown in your plan, we cannot consider your
application complete until we receive a copy of your DWQ approval or statement of exemption from the
rule. Therefore, we cannot initiate our 30-day statutory review time period until your application is
complete. For more information about this riparian area rule, please contact the DWQ's Wetland/401 Unit
at 919/733-1786 or DWQ in our regional office at 919/571-4700. By copy of this letter we are notifying
them that your project will need their attention.
Upon receipt of your DWQ paperwork and any necessary plan revisions related to DWO review or
our enclosed checklist, we will process your application for plan approval as soon as possible. If you have
any questions or need additional information, please do not hesitate to contact us. Your cooperation in
this matter is appreciated.
incerely,
' ohn . Holley, Jr., P.E., Ci2ESC
egi al Engineer \
0epd Quality Section
JLW/clm o 24I ref-'Weed ?'?/rad A De?+l':C
' cc_ Ken Schuster, PE, DWQ X S/y00
Site Solutions
' 1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX[phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220611 County: Granville
' NOTIFICATION OF JURISDICTIONAL DETERMINATION
' Property Authorized
Owner Granville County Agent Carolina Wetland Services, Inc.
Attn: Dudley Watts Attn: Gregory Antemann
Address P.O. Box 906 Address 528 East Blvd., Suite 101
Oxford, NC 27565 Charlotte, NC 28203
Telephone Number 919-693-5240 Telephone Number 704-377-1822
' Size and Location of Property (waterbod_y, Highway name/number, town, etc.): The property is
located on the west side of Belltown Road (SR 1133), approximately 0.5 miles north of its intersection
' with Hancock Road (SR 1161), southwest of Belltown, Granville County, North Carolina.
' Basis for Determination: The site contains wetlands and stream channels with indicators of ordinary
high water marks, located adjacent to and including unnamed tributaries of Cattail Creek and Boulding
Creek, above headwaters, in the Tar-Pamlico River Basin.
' Indicate Which of the Following Apply:
There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
' should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
' cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
' Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
X The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
I determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
' or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a Department of the
' Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
' have any questions regarding the Corps of Engineers regulatory program, please contact
Amanda D. Jones at telephone number (919) 876 - 8441 extension 30
Project Manager Signature t ' 1
' Date March 25, 2002 Expir ti n Date March 25, 2007
' SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.

NOT -I+ICA'TION OF ADMINISTRATIVE AITFAL OP'.11ONS AND PROC.L'SS AND
ltl+,C IJI+'ST FOR A11PI+;A1_,
_.
A licant.
11 GiMnVillr ('aunt}' _ - ? I`ilc Numbci..?()U_._ O0I I I)atc: i
Attached is: See Section below
INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
PROFFERED PERMIT (Standard Permit or Letter of permission) B
PERMIT DENIAL C
X APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY.IIJRISDICTIONAL DFITTMINATION E
ISO
EC"T10N I -The following identifies your rights and options regarding an administrative appeal of tlic <above
ecision. Additional information may be found at littp:HLisace.army.nail/incl/functions/cw/eecwo/reg or
orps regulations at 33 CFR Part 3.31..
A: INI'flAl, I'ROl1``11Z11) PI;RM17•. You may acceptor object to the permit.
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
a
Your
th
i
k i
tho
i
d
ti
If
i
t th
LOP
d
d
L
tt
f P
i
i
LOP
u
or
za
your wor
s au
r
ze
.
on.
you rece
), you may accep
e
an
ve
a
e
er o
erm
ss
on (
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or you will forfeit your right
to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the permit to address all of your concerns, (b) modify the permit to address some of your objections, or (c) not modify
the permit having determined that the permit should be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
• ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all rights
to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the permit.
• APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you
may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section 11 of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or
provide new information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
• APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers Administrative
Appeal Process by completing Section 11 of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further instruction. Also you may
provide new information for further consideration by the Corps to reevaluate the JD.
i
'i? ' I
SSE ?TXON II - IZEQiIF-ST FOR?APPEAL`or OBJECTIONS TO'AN'INITi;L?PROF--FERED`PRR1yLIT "x T
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
initial proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record. However,
you may provide additional information to clarify the location of information that is already in the administrative record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the appeal If you only have questions regarding the appeal process you may
process you may contact: also contact:
Ms. Amanda D. Jones, Regulatory Specialist Mr. Arthur Middleton, Administrative Appeal Review Officer
Raleigh Regulatory Field Office CESAD-ET-CO-R
6508 Falls of the Neuse Road, Suite 120 U.S. Army Corps of Engineers, South Atlantic Division
Raleigh, North Carolina 27615 60 Forsyth Street, Room 9M15
Atlanta, Georgia 30303-8801
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
Date: Telephone number:
Signature of appellant or agent.
DIVISION ENGINEER:
Commander
U.S. Army Engineer Division, South Atlantic
60 Forsyth Street, Room 9MI5
Atlanta, Georgia 30303-3490
' NCDWQ Stream Classification Form SC110 - Unimportant Intermittent Stream B
Project Name: GranvilleCounty Park River Basin: Tar-Pamlico River Countv: Granville _ Evaluator: Greg ory C. ?Angtemann, PWS- Andrea Hughes
DWQ Project Number = Nearest Named Stream: Cattail Creek Signature: ?G? A?
Date: 10130101 USGS QUAD: Berea and Oxford. NC Longitude:W78° 37' 25" Latitude: N36° 15' 46"
Location/Directions: 'lake 1-85 north to the NC-96 exit (exit #24)• turn left on NC-96 turn left (north) on US-15: turn left (south) on Belltown Road
(SSR 1133). The site s located approximately I mile south on the right hand side
"PLEASE NOTE: if ercdnator and landa.mer agree that the fealare A a non-nurde ditch, then use of this farm is nni necessan'. Also, if in the beq professional judgement of the evaluator, the
feature is a than-made thick and not a modified natural ocean-this rating.dslenr should not he used"
Primary Field Indicators: (Circle One Number Per Line)
1. Geomor holo Absent Weak Moderate Strong
1) Is Therc A Riffle-Pool Sequence? 1 2 3
2) Is The USDA Texture In S(reambed
Different From Surrounding Terrain? 1 2 - 3
3) Are Natural Levees Present? I 2 3
4) Is The Channel Sinuous? 0 I H 3
5) Is There An Active (Or Relic)
9) Is A Continuous Bed & Bank Present? ® 1 2 3
(*NOTP: 11 Hed & Hank ('unsed Br l)nchathAnd WITHOUT.Snnuaalr Then ,Score 0*)
l0) Is A 2"" Order Or Greater Channel (As Indicated
On Two Mao And/Or In Field) Present? Yes--3 No-fl
PRIAfARI' GE(IAIORPHOLOGI' INDICATOR POINTS: 3
11. Hydroloey Absent Weak Moderate Strone
1) Is There A Groundwater
PRMI ARI' HYDROLOGY INDICATOR POINTS: 0
111 mnlnav
Ar.?en! Wool UA,.J ..-ot C#.......
1 Are Fibrous Roots Present In Streambed? 2 1 0
2 Are Rooted Plants Present In Streambed? 2 1 0
3 Is Peri hvton Present? _ 1 2 3
4) Are Bivalves Present.1 1 2 3
PRIAMRY BIOLOGY INDICATOR POINTS: 6
Secondary Field Indicators: ((lrcle One Number Per Lore)
3) Does l opogaphy Indicate A
Natural DrainaLe Way? 0 0 5 0 1.5
.SECONDARY GEOMORPHOLOGY INDICATOR POIN'T.S: 2
I1. Hydroloev Absent Weak Moderate Strone
1) Is This Year's (Or Last's) Leaflitter
-Present In Streambed? L5 1 0.5 n0
2) Is Sediment On Plants (Or Debris) Present? 0 ,,
R.5 1 1.5
3) Are Wrack Lines Present?
-- _ 0 5 1 1.5
4) Is Water In Channel And %48 Iirs. Since ? 0.5 1 15
Last Known Rain? *NOIT: l Ouch hubcoted hi 9 Above Skip 7 his Ste And » ? Below'
5) Is'l here Water In Channel During Dry 0.5 l 1.5
Conditions Or In Growing Season)''
-
6) Are Hydric Soils Present In Sides Of Channel (Or In Headcut). _)'es 1? No _0
.SECONDARY HYDROLOGY INDICATOR POINTS: 2
111 M.I. -

1) Are Fish Present? 0.5 1 1.5
2 Are Amphibians Present? 0.5 1 1.5
3) Are A(InaticTurtles Presew? 0.5 1.5
4) Are Crayfish Present'? _ 0.5 1 1.5
5) Are Macrobenthos Present? _ 0.5 1 1.5
6 Are Iron Oxidizing Bacteria/Fun gus Present? 0.5 1 _
1.5
7) Is Filamentous Algae Present? 101 0.5 1 1.5
8) Are Wetland Plants In Streambed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL
(* NOTE: // Meal Absence UfAll Plants In Slreanrbed 2 1 0.75 05 0 0
As Nuled.d hove Skip 1 ho Slep UNLESS SA I ' Pre seal * ).
.SFCO.NDAR F BIOLOGY INDIC ATOR POINTS. 0
TOTAL POINTS (Primarn + SecondarP)= 15 flf Greater Than Or Equal To 19 Points The Stream Is At Least Intermittent)
Io
INTERMITTENT CHANNEL
EVALUATION FORM
SCP #1 - Unimportant Intermittent Stream B
ACTION ID: APPLICANT NAME Granville Counter DATE: 10/30/01
PROPOSED CHANNEL WORK (i.e., culvert, relocation, etc.): Park development trails fields parking interpretive areas
WATERBODY/RIVER BASIN: Cattail Creek / Tar-Pamlico River Basin COUNTY/CITY: Granville
RECENT WEATHER CONDITIONS: Sunny, 65 degrees F
P SP NP Observation Comments or Descri tion
X Fish/Shellfish/Crustaceans Present
X Benthic Macro Invertebrates
X Amphibians Present/Breeding
X Algae And/Or Fungus (water quality function)
X Wildlife Channel Use i.e. tracks, feces, shells, others) Raccoon tracks
X Federal) Protected Species Present Discontinue
X Riffle/Pool Structure
X Stable Streambanks Vegetated banks

X Channel Substrate
(i.e. ravel, cobble, rock, coarse sand)
X Ri avian Cano Present (SP =/> 50% closure) Acer rubrum
X Undercut Banks/ In-stream Habitat Structure
X Flow In Channel
X Wetlands Adjacent to/Conti uous with Channel (Discontinue) Wetland BB upstream and downstream
N/A Persistent Pools/Saturated Bottom (June thru Sept.)
N/A See s/Groundwater Discharge (June thru Sept.)
X Adjacent Flood lain Present Highly braided
X Wrack Material or Drift Lines
X H dro h is Vegetation in/adjacent to channel Sur pus c p erinus, Viburnum nudum, Smilax s p.
Important To Domestic Water Supply? Y /FN]
Does Channel Appear On A Quad Or Soils Map? Y / N?
Determination:
? Perennial Channel (stop) ? Important Channel: LF PROJECT MGR. Initials
® Intermittent Channel (proceed) ® Unimportant Channel: 350 LF
? Ephemeral Channel (no jd) (attach map indicating location of important/unimportant channel)
? Ditch Through Upland (no .id)
E'valuator's Signature: L=,4, C.
P=-Present SP=Strongly Present NP=Not Present
Approx. Drainage Area: Approximately 32 Acres
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Granville Coun Park Site Date: 10/30/01
Applicant/OwnEGranville Coun County: Granville
I nvestigator: Gregory C. Antemann PWS / Andrea Hughes State: NC
Do Normal Circumstances exist on the site? Yes No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID:
Is the area a potential Problem Area? Yes No Plot ID: DP1
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator
1. Sphainum sp Herb Dominant Plant Species Stratum Indicator
9.
2. Ac•er rubrum Tree/Sap FAC 10.
3. Curex.en. Herb 11.
4. Scirous c , erinus Herb OBL 12.
5. Viburnum nudum Shrub FACW+ 13.
6. Smilax rolundifolia Vine FAC 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
100%
Remarks:
More than 50% of dominants are FAC or wetter.
HYDROLOGY
Recorded Data (Describe in remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
_ Water Marks
_ Drift Lines
Field Observations: _ Sediment Deposits (on leaves)
X Drainage Patterns in Wetlands
Depth of Surface Water: 0 (in.) Secondary Indicators (2 or more required):
X Oxidized Root Channels in Upper 12 Inche
Depth to Free Water in Pit: N/A (in.) _ Water-Stained Leaves
X Local Soil Survey Data
Depth to Saturated Soil: 6" (in.) X FAC•Neutral Test
Other (Explain in Remarks)
Remarks:
Hydrolop_y indicators are resent.
datasheet Page 1 of 2 7122/2002
SOILS
Map Unit Name
(Series and Phase): Chewaela and Wehadkee (0 to 2 percent) Drainage Class somewhat poorly
Field Observations
Taxonomy (Subgroup): thermic FlnVa ueritiC D strochre is Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(inches) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
12" B 10 YR 5/1 7.5 YR 4/6 few fine sandy
_ Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soil
Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime X Listed on Local Hydric Soils List (Inclusions)
_ Reducing Conditions _ Listed on National Hydric Soils List
X Gleyed or Low•Chroma Colors _ Other (Explain in Remarks)
Remarks:
H dric soils are resent.
WETLAND DETERMINATION
Hydrophytic Vegetation Present? e No Wetland Hydrology Present? Q No (Circ
Hydric Soils Present? es No this SamDlina Point Within a Wetland. Ye No
a
Approved by HQUSACE 2/92
datasheet Page 2 of 2 7/22/2002
I
I

I

i
1
Carolina Wetland Services ,
1
Request for a "No Practical Alternatives" Determination
1
1 Jonesland Environmental Park Project
Granville County, North Carolina
Carolina Wetland Services Project No. 2001-0162
July 19, 2002 n d I
1
2 3 2110? ' I k
WET1.MV9S GRtDUP
SECTION
1
Applicant:
1 Mr. Dudley Watts
Granville County
1 P.O. Box 906
Oxford, NC 27565
[phone] "'---
1v ED
Prepared By:
1 Gregory C. Antemann, P.W.S
Andrea L. Hughes
Carolina Wetland Services, Inc.
1 528 East Boulevard, Suite 101
Charlotte, North Carolina 28203
[phone]
1
1
528 East Boulevard, Suite 101 • Charlotte, NC 28203 • [phone] Office • [phone] Fax
??? www.carolinawetiandservices.com