20020122 Ver 1_COMPLETE FILE_20020124

0 '?)- -o1 - 'o' -,I,
Founded for kids in honor of Adam Petty
Founders
Kyle and Pattie Petty
Richard and Lynda Petty
The Bahre Family
May 10, 2004
John R. Dorney
Wetlands Unit Supervisor
NC Div. of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1621
Dear Mr. Dorney:
WETLANDS 1401 GROUP
MAY 12 2004
WAFER QUALITY SEC110N
Aoza--' \`?
Thank you again for the very pleasant discussion regarding our need to
amend the conservation easement and your agreement to allow us to do so.
As we discussed, the amendment is required to correct an error in the legal
description of the intended preservation area. The amendment will change
the description from one describing our entire camp property to a
description that accurately reflects the preserved buffers around the lake and
streams described in our USACE permit application.
I am attaching a copy of a letter we received from the US Army Corps of
Engineers in which they agreed to the amendment. Please let me know
immediately if the above does not conform to your understanding of our
discussion.
Leo Hindery,Jr.
Kyle Petty Charity Ride, Inc. rely,
Tony Stewart
And thanks to Paul N man,
the salad king of New En
Brian Collier
Executive Director
Executive Director & CEO
Brian Collier
311 Branson Mill Road
Randleman, NC 27317
Office: 336-498-9055
Fax: [phone]
victoryjunction.org
A PROUD CHARITY OF
cc: John Cross, Esq., Brooks, Pierce, et. al.
Jerry Neal, RF Micro Devices
F
VICTORY
JUNCTION
GANO©
roa n?ViEh/ s?'?'3
Morphological Characteristics of the Existing and Pro
Restoration Site: UT to Polecat Creek
U;731
SGS Station (No. & Location):
Reference Reach (Stream & Loca"00 UT to Polecat Creek - Mica= Of taATMhOn reach
Designer: SJF
Channel DimensionslClasafieation -. Caleuktlmf '.. vartaMe=. !nits-" 1111e9NRarw adstkW Charnel Ref Roach Proposed Chanel
We:
Stream Type 24 04 C4
Drainage Area 1.5 1.4 1.5
Riffle Width WW ft Mean: 12.9 31.6 20.5
Min. 12.3 22.3 17.8
Max. 13.8 42.2 29.0
Riffle Mean Bankh A Depth d. ft Mean: 2.0 1.5 0.9
Min. 2.0 1.5 07
Max. 2.1 2.1 1.9
Riffle X -Sect. Area A. it, Mean: 25.7 46.1 20.0
Min. 22.3 36.7 15.0
Max 30.5 55.6 40.0
Width/Depth_ Ratio Wadw W/d Mean: 6.4 18.9 21.6
Min. 6.0 10.2 101
Max 6.9 27.6 28.8
Max. Riffle Depth dmaxur It Mean: 2.5 2.6 1.6
Min. 25 2.6 1.2
Max. 2.6 2.7 3.3

Width Flood Prone Area water surface elev. @ 2
dmaxp
W
ft
Mean:
82.0
104.5
150.0
Min. 61.0 103.0 110.0
Max. 95.0 106.0 190.0
Entrenchment Ratio W W ER Mean: 6.3 3.7 7.3
Min. 4.8 2.4 6.2
Max. 7.3 5.0 6.5
Water Surface Slope Se itch 0.010 0.010

Sinuosity Stream Length (SL)
Naley Length
k
ft/h
1.1
1.2

Me)L Run Depth dnm_ it Mean: 2.9 2.8
Min. 2.8 2.3
Max. 3.1 2.8
P
Max Pod Depth it Mean: 3.5 4.0 2.5
Min. 3.1 3.3 1.9
Max 3.8 4.7 5.1
Pool Width W ft Mean: 13.6 18.0 11.7
Min. 12.6 4.0 10.1
Max. 14.5 22.0 16.5
Pod X-Sect. Area A?d ft, Mean: 32.1 40.2
Min. 29.6 31.9
Max 34.7 48.5
RATIO: Pool WidthlRif le Width (WpWr): W as Rat Mean: 1.1 0.6 0.6
Min. 1.0 0.1 0.2
Max 1.1 0.7 0.5
RATIO: Pool Area/RiMe Area (Ap/Ar): ApjAw ft /It Mean: 1.2 0.9
Min. 1.2 0.9
Max. 1.4 0.9
ow,
Max. Glide Depth dgfide- ft Mean: 3.0 3.2
Min. 2.9 3.0
Max 3.2 3.4
RATIO: Lowest Bank HeigWMax. BencfW Depth BHb /rknaxm ft/ft Mean: 1.3 1.1 1.0
Min. 1.0 1.0 1.0
Max. 1.6 1.1 1.0

Estimated Mean Velocity BaMQUA Stage Ub. us 4.9 3.9 6.0
Estimated Discharge @ BankU Stage Oou ft /s 110.0 100.0 120.0
Channel Pattem -

adius of Cwmttffe measured between
depertue points (P. 186
red book)
R,=(e/BM)+M2

,

t

ean:

6.7

9.9

9.4
Min. 172 24.2 16.8
Max 37.2 33.1 27.5
Meander Wavelength (P. 186 red book) Lm ft Mean: 100.5 121.0 78.6
Min.
Max. 85.0
116.0 115.0
127.0 68.1
111.2

BekWcth width of meander (p.
186 red book)
WA
ft
Mean:
29.5
53.5
34.8
Min. 24.0 42.0 30.1
Max 35.0 65.0 49.1
Meander Width Ratio WnnWW MWR Mt Mean: 2.3 1.7 3.8
Min. 1.9 1.3 4.4
Max 2.7 2.1 2.7
RATIO: Radius of Cuvshae/Bertfid Width RLJW. ft/ft Mean: 2.1 0.9 0.9
Min. 1.3 0.8 0.8
Max 2.9 1.0 1.3
RATIO: Meander Wavelength/Bankfull Width L„ mw ftnt Mean: 7.8 3.8 3.8
Min. 6.6 3.6 3.3
Max. 9.0 4.0 5.4
Channel Profile
Valley Slope (ftA.) ft/ft Mean: 0.0060 0.010 0.010
Water Surface Slope (ftJR.) S ft m Mean: 0.0100 0.0100 0.008
Riffle Slope (ft./ft.) S, ftM Mean: 0.062 0.038 0.030
Min. 0.035 0.009
Max. 0.110 0.055
Poo Slope (ftJft.) spw ft/R Mean: 0.007 0.018 0.014
Min. 0.003 0.003
Max 0.011 0.036
Run Slope (ftA.) 8- f Nt Mean: 0.311 0.300 0.236
Min. 0.033 0.100
Max 0.600 0.500
Glide Slope (ftA) ftm Mean: 0150 0.067 0.053
Min. 0.020 0.032
Max. 0.400 0.100

Rlffki Length (ft.) L, ft Mean: 28.2 16.0 10.4
Min. 3.0 11.0 9.0
Max 82.0 26.0 14.7
Pool Length (ft.) ft Mean: 44.3 31.3 20.3
Min. 18.0 22.0 17.6
Max 75.0 37.0 28.8
Run Length (ft.) L,,,,, ft Mean: 17.8 1.5 1.0
Min. 1.0 1.0 0.8
Max. 3.0 2.0 1.4
Glide Length (ft.) ft Mean: 7.0 10.3 6.7
Min. 1.0 2.0 5.8
Max. 12.0 19.0 9.5

Riffle to Riffle Spacinu ft. rif-rif ft Mean: 54.7 63.0 40.9
Min. 27.0 52.0 35.4
Max. 88.0 88.0 57.9
Poo to Poo ad (ft.) P-P ft Mean: 74.0 72.0 46.8
Min. 38.0 51.0 40.5
Max 108.0 108.0 66.1
Rif6e to Pool ka (ft.) I df ft Mean: 32.3 21.3 13.8
Min. - 5.0 12.0 12.0
Max 82.0 82.0 19.6

RATIO: Riffle SlopeWater Surface Slope: S„, A - Mean; 6.2 18 3.8
Min. 3.5 0.9
Max 11.0 5.5
RATIO: Pod Slope ter Surface Slope: - Mean: 0.7 1.8 1.8
Min. 0.3 0.3
Max 1.1 3.6
RATIO: Run SlopeMleter Surface Slope: %,,,IS - Mean: 31.1 30.0 30.0
Min. 3.3 10.0
Max 60-0 50.0
RATIO: Glide SlopeWater Surface Slope: S Mean: 15.0 6.7 6.7
Min. 2.0 3.2
Max 40.0 10.0

RATIO: Max Riffle DepthlMean Bankful Depth: dmaxua/r6t 1Mt Mean: 1.3 1.7 1.6
Min. 1.3 1.7 1.2
Max. 1.3 1.8 3.3
RATIO: Max. Pod DepttdMean Banidull Depth (dpmaxtdbkf): Wit Mean: 3.1 2.7 2.5
Min. 1.8 2.2 1.9
Max. 5.5 31 51
RATIO: Max Run DeptiMean Bankfull Depth: drnw ,_,/dm ft/ft Mean: 1.5 1.9 5
Min. 1.4 1.5 1.5
Max 1.6 1.9 1.9
RATIO: Max Glide Depth/Mean Beddull Depth: ft/ft mean. 1.5 2.7 2.7
Min. 1.5 2.2 2.2
Max 1.6 3.1 3.1
RATIO: Max. Pod Depth/Max. Riffle Depth (dpmax/dmlax): dmax ?dmaxy ft/ft Mean: 1.4 1.5 1.5
Min. 12 1.3 1.3
Max. 1.5 1.7 1.7

RATIO: Riffle LengthBankNtl Width: 4m ww ft/fl Mean: 2.2 0.5 0.5
Min. 0.2 0.3 0.3
Max 6.4 0.8 0.8
RATIO: Pod Lerx_*hBeNdW With: LP?W- fu ft Mean: 3.4 1.0 1.0
Min. 1.4 0.7 0.7
Max 5.8 1.2 1.2
RATIO: Run LengthBankfull Width: L- mm iMt Mean: 1.4 0.05 0.05
Min. 0.1 0.03 0.03
Max 0.2 0.1 0.1
RATIO: Glide Length/Bankfull Width: L aMW ftf t Mean: 0.5 0.3 0.3
Min. 0.1 0.1 0,1
Max 0.9 0.6 0.6

RATIO: Riffle to Riffle SpacingiBarMA Vwdth: of-nf/WW ft/R Mean: 4.2 2.0 2.0
Min. 2.1 1.6 1.6
Max 6.8 3.4 3.4
RATIO: Pool to Pool Spacing/13ankfull Width: PV/Wbkf 1tAt Mean: 5.7 2.3 2.3
Min. 2.9 1.6 1.6
Max 8.4 3.4 3.4
RATIO: Riffle to Pool Spacinafflankfull Width: tif- kf ft/R Mean: 2.5 0.7 0,7
Min. 0.4 0.4 0.4
Max 6.4 2.6 2.6

Channel Mal> sWs Exh**:Chanral Ref Ready Proposed Channel
Dra mm 13.3 1.5 1.5
Dm mm 25.5 15.5 15.5
Daa mm 32.4 24.6 24.6
DBa mm 52.0 91.0 91.0
Das mm 73.0 123.0 123.0
%siuda % 0.0% 13.6% 13.6%
%sand & < % 10.0% 2.7% 2.7%
% gravel % 83.0% 58.2% 58.2%
%cobble % 7.0% 25.5% 25.5%
%boulder % 0.0% 0.0% 0.0%
%bedrock % 0.0% 0.0% 0.0%

SEDIMENT TRANSPORT ANALYSIS ` t7rerrtef Ref Reach C WMW
New Bank mess and Bank Erosion Pmdreuon
Neer Bank Stress
Ttb = S
TM
bw
0.02
0.02
0.02
Near Banc Stress Retina CkwMabw very low low low
Total Behr Erosion from Reach 280 ft. ` rate tonstyr 2.4 0.7 0.7

Veloc 'Comparison yqd" s dtarne! RefReacn Pf"osed ClwInd
Skeardww-
Estimated Mean Velocity @ Sankfuf Stage uaa f!s 4.9 3.9 6.0
Estmated Discharge @ BankU Stage Qua ft is 110.0 100.0 120.0

Entrainment Charnel Rot Reach Proposed Channel
Critical Dimensiontm Shear Stress f6 0.012 0.012
R ted bankful mean depth dr = r`ct ` ` IN dr ft 0.8 0.6
R led bankfull water surface slope sr= Pd • • a a Sr n o.o08 0.006

Sodkmt T on
BeNdu0 shear stress T? = VRS T? b 0.86 0.950 0.81
Moveable pertide size at betddt? shear stress (predided by
the Revised Shier Dia
mm
200.0
180.0
200.0
Predicted sheer stress ragiired to initiate nwvernent of Oi
mm Rev sect Sh nods D a m
be
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TYPICAL POOL CROSS SECTION - DESIGN REACH
Cross section Data
Site: POOL CS-1
Date: SRJ=
Party: GV
ST0. 0+30 long pro
Mean Mm. max
Wbkt (typical): 11.7 10.1 16.5
ST ft

BM S

3.16

103.2 FS

100.0
mp a mil gme base d an bee
a<sracaraecn M? depth) Am
0.0 4.5 98.7 GLH
4.0 4.6 98.6
6.3 4.9 98.3
7.0 5.1 98.1
10.0 4.8 98.4
12.0 5.0 98.2
15.0 4.9 98.3
18.5 5.1 98.1
19.5 5.5 97.7
22.0 5.8 97.4
23.7 5.6 97.6
25.2 5.0 98.2
27.0 4.9 98.3
28.0 4.8 96.4 TLB
29.0 5.3 97.9
30.0 5.8 97.4
31.0 6.8 96.4
32.0 6.8 96A
33.0 6.8 96.4
34.0 6.8 96A
45.0 6.8 96.4
46.0 6.8 96.4 LBW 0.0 0 0.0 0.0
47.0 7.3 95.9 1.0 0.5 0.3 0.3
48.0 7.8 95.4 1.0 1 0.8 0.8
49.0 8.3 9409 1.0 1.5 1.3 1.3
50.0 11.8 91.4 TW 1.0 5 3.3 3.3
510 10.8 92.4 2.0 4 4.5 9.0
54.0 9.8 93A 2.0 3 3.5 7.0
55.0 9.8 93A 1.0 3 3.0 3.0
56.0 9.8 93A 1A 3 3.0 10
57.0 9.8 93A 1.0 3 3.0 3.0
58.0 8.8 84A 1.0 2 2.5 2.5
59.0 7.2 96.0 1.0 0.4 1.2 11
60.0 6.7 96.5 1.0 0.1 0.3 0.3
61.0 6.11 96.4 1.0 0 0.0 0.0
67.0 6.8 96A RBNF 6.0 0 0.0 0.0
68.0 6.8 96.4
69.0 6.8 96A
70.0 6.8 96A
71.0 6.8 96A
82.0 6.8 96.4
83.0 6.3 96.9
84.0 5.8 97A
85.0 5.3 97.9
86.0 4.8 98A
87.0 4.3 98.9
88.0 4.3 98.9 ttie
e9.0 4.2 99.0
90.0 4.1 99.1
91.0 4.3 98.9
92.0 4.5 98.7
95.0 4.4 98.8
96.0 4.6 98.6
97.0 4.4 98.8
100.0 4.4 98.8
102.0 4.5 98.7
105.0 4.3 98.9
108.0 4.4 98.8
109.5 4.5 98.7 ORH

W : 15.0
Wr a: 33.5
dmaz„l: 5.0 10
2x & MV- 10.0 dmmbm-. 5.0
ekv.: 1.8 W 7.4
distance: >250 W : 250.0
ER: 16.7
SM: 1.0
Tributary to Pole Cat Creek PCS-1 (Typical Pool Cross Section - Design Reach)
100.0
99.0
99.0
97.0
96.0
96.0
94.0
93.0
92.0
91.0
90.0
-.-cn.mel p.ft
-:-BKF
0.0 20.0 40.0 60.0 BOA 100.0 120.0
Width 5om River Left to Right (ft)
TYPICAL RIFFLE CROSS SECTION - DESIGN REACH
Cross section Data
Sae: RBCS•1
Deb: 5a2003
Perry: GVARIM
STA: 0405 "PM
Mean Min. Max.
VA M(typical): 20.5 17.8 29.0
TA

BM

3.16

1032 S
mn dnae snK ease seen nee
100.0 dsurtdreacn Xwkfth Weath Y a e
OA 4.5 98.7 a
4.0 4.6 98.6
6.3 4.9 98.3
7.0 6.1 98.1
10A 4.8 98A
12A 5.0 98.2
15.0 4.9 98.3
18.5 5.1 98.1
19.5 5.5 97.7
22.0 5.8 97.4
23.7 5.6 97.6
252 5.0 982
27.0 4.9 98.3
28.0 4.3 9&91n
29.0 4.8 98A
30.0 5.3 97.9
31.0 5.8 97A
32.0 6.5 96.7
33.0 6.5 %.7
34, 6. 96.7
45.0 6.5 %.7
46.0 6.5 96.7 LBKF 0.0 0 0.0 0.0
47.0 7.0 %.2 1.0 0.5 0.3 0.3
48.0 7.3 %.9 1.0 0.8 0.7 0.7
19.0 7.0 95A 1.0 1.3 1.1 1.1
SOA 7.8 %A 1.0 1.3 1.3 1.3
52.0 7.8 %.4 2.0 1.3 1.3 2.6
54.0 7A %.4 2.0 1.3 1,3 2.6
56.0 8.5 94.7 M 2.0 2 i.7 3.3
58.0 TA 95A 2.0 1.3 1.7 3.J
60.0 7A 96A 113 1.3 2.6
62.0 7.8 95A 2.0 13 1.3 2.6
63.0 7.8 95.4 1.0 1.3 113 13
64.0 72 96.0 1.0 0.7 1.0 1.0
65.0 6.7 96.5 1.0 0.2 0.5 0.5
66.0 6.5 96.7 RBfff 1.0 0 0.0 0.0
67.0 6.5 96.7
68A As %.7
69.0 6.5 96.7
70.0 6.5 96.7
71.0 6.5 %.7
82A 6.5 96.7
03.0 5.8 97.4
84.0 5.3 97.9
85.0 4.8 98A
86. 4.3 98.9
87.0 4.3 98.9
88.0 4.3 98.9 TR9
89.0 42 99.0
90.0 4.1 99.1
91.0 4.3 98S
92.0 4.5 98.7
%.0 4.4 98.8
96.0 4.6 98.6
9.1.0 4A 98.8
100.0 4A 98.8
102.0 4.5 98.7
105.0 42 98.9
108.0 4.4 98.8
109.5 4.5 98.7 GRH

20.0
22.1
dmasap: 2.0 da: 1.1
2x dmw,,,. dm-6e Lei
.1-: !5 vfi.AA?. 17.9
dMance: 90 i 90.6
9t• 4.5
: 1A
Trihl6ary to Pole Cat Creek RCS-1 (Typical RiMe Cross Section • Design Reach)
99.5
W o
96.5
96.0
c 97.5
97.0
96.5
w 96.0
95.5
W o
94.5
94.0
Cnmrciel Profile
BKF
20.0 400 60.0 80.0 100.0 120.0
Wdthft River Left to MON(ft)
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WA "
QG
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
May 15, 2003
Mr. Brian Collier
Victory Junction Gang Camp, Inc.
311 Branson Mill
Randleman, NC 27317
Dear Mr. Collier:
Subject: Victory Junction Gang Camp Stream Restoration
DWQ Project No. 020122
Randolph County
This Office is in receipt of the plans dated May 13, 2003 for the 340 feet of stream restoration on the
unnamed tributary to Polecat Creek for stream impacts from dam construction at the subject site prepared on
your behalf by Greenvest and submitted to the Division on May 15, 2003. Staff from the Wetlands Unit
reviewed the plans and found them acceptable as long as a copy of the conservation easement is provided to
this Office before any permanent building associated with the project is occupied. Please note that this
approval is for water quality purposes only and shall not be construed as an approval of the design for
dam/outlet structure integrity, Dam Safety, public safety, or flood attenuation purposes.
If you have any questions regarding this matter, please contact Mr. Todd St. John at [phone].
n
J n R. D ney
lands Unit Su gIr
cc: Winston-Salem Regional Office
USACE, Raleigh Regional Office
Scott Frederick, Greenvest, 1001 Capability Drive, Suite 312, Raleigh, NC 27606
Todd St. John
File
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/

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2411 Oak Street, Suite 108
Myrtle Beach, SC 29577
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PROPOSED Sl'REAM DESIGN PLAN VIEW .
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2411 oak street, Suite 108
Myrtle Beach, SC 29577
Site Addrem:
843.448.2009
www.wesi-inc.com
w A QG Michael F. Easley
Governor
( r William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
fl i Alan W. Klimek, P.E., Director
Division of Water Quality
February 14, 2003
Mr. Scott J. Frederick
WESI
2411 Oak Street, Suite 108
Myrtle Beach, SC 29577
Subject: 280 Feet of Stream Restoration
Victory Junction Gang
DWQ Project No. 020122
Randolf County
Dear Mr. Frederick:
The Wetlands Unit staff reviewed the stream work plans for the subject project and determined that additional information
is necessary to complete the technical review process. The required additional information is as follows:
1. Reference Stream
Please locate the exact location of the reference stream on a map.
2. Plan Detail (For the 280 feet of restoration,'only)
Please provide conplete typical plans for at least one pool and one riffle cross section for the design stream:- '
Please provide the longitudinal plan profile of the-design stream that shows the elevations of the top of bank,
bankfull, and thalweg.
Please show the location of existing stream (both banks),-the proposed stream (both banks), in-stream structures,
bank stabilization, fence lines, easement lines, and the extent of the vegetation planting plan on the plans.
3. In Stream Structures, Bank Revetments and/or Channel Blocks
Please provide complete typical plans for each type of structure proposed.
4. Riparian Buffers and Planting Plan
Forest vegetation with a survival density of 320 trees per acres after five years is required. A planting plan must be
provided for the proposed stream buffers. The planting plan should include tree planting densities of the appropriate
native species that will result in a survival rate of 320 trees per acre after five years. Please revise the site plans to
include the extent and nature of the plantings and buffers.
5. Morphological Measurements
The average slope of the reference stream is greater than that of the valley. Please expiain. Also, is the slope
information provided for the design stream correct?
6. Sediment Transport Analysis
A sediment transport analysis in necessary to show the streambed and banks would not be expected to degrade or
aggrade over time.
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), hftp://h2o.enr.state.nc.us/ncwetiands/
Page 2 of 2
7. Physical Monitoring
Please provide a physical monitoring plan. It is recommended that the plan be based on the Wetland Restoration
Program's Draft Physical and Vegetation Monitoring Outline (Success Criteria) available at
hftp://h2o.ehnr.state.nc.us/ncwetlands/restore.htmi.
7. Easement
Please provide a copy of the easement.
If you have any questions or would like to discuss this project, please contact me at [phone]. Also, please note
that the Internal Technical Guide for Stream Work in North Carolina, April 2001, and other documents and information can
be downloaded from the Wetlands Unit web site at http://h2o.ehnr.state.nc.us/ncwetlands/restore.html.
S Todd St. John, PE
Environmental Engineer
cc: Winston-Salem Regional Office
John Thomas, USACE Raleigh Regional Office
Cyndi Karoly
Dave Penrose
File

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W E S I
A Comprehensive Environmental
& Natural Resource Management Company
2411 Oak Street, Suite 108
Myrtle Beach, South Carolina 29577
ph: 843.448.2009 fx:843.626.0193
www.wesi-inc.com

January 24, 2003
Mr. Todd Tugwell
Raleigh Regulatory Field Office
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
k .. mss:
g u
FEB - 2003
i
Re: Stream Enhancement/Restoration Preliminary Mitigation Plan - Victory Junction
Gang Camp, Level Cross, Randolph County, NC (Action ID: 200220199)
Dear Mr. Tugwell,
Enclosed is supporting data and brief description of the action plan for compensatory
mitigation requirements for the construction of a 7-acre lake at the Victory Junction Gang
Camp property in Randolph County, NC.
As discussed, this preliminary Mitigation Plan suffices the initial requirements for the
permit process and is a first step toward compensating impacts to jurisdictional streams
and wetlands within the project area. A more detailed Mitigation Plan will be completed
in the near future following issuance of the 404/401 permits for the project impacts.
The enclosed stream data from tributary-2 to Polecat Creek (see enclosed site plan map)
reflects a compilation of data collected from scientists previously involved with the
Victory Junction Gang project site as well as GreenVest and WESI scientists. Tributary-
2 to Polecat Creek generally flows south and east of the proposed camp as indicated on
the associated site plan. Data includes existing condition information on the proposed
enhancement/restoration reach, reference reach data, and proposed channel data.
Proposed channel data is subject to change prior to final plan design and approval.
Data provided from previous scientists includes current enhancement/restoration reach
information.
As discussed with regulatory agencies, the Mitigation Plan will include the
enhancement/restoration of 280 if of stream (tributary-2). Stream
enhancement/restoration work will include enhancing/restoring the dimension, pattern,
and profile of approximately 280 if of a historically impacted tributary to Polecat Creek
as required by NCDWQ. This tributary (tributary-2) is located on the Victory Junction
Gang Camp property. Stream work will include bank stabilization, installation of stream
structures (root-wad j-hook combinations and rock vanes), and the creation of bankfull
benches within highly eroded areas.

Specialized Consulting and Research
In addition, the Plan will include the preservation of approximately 1,985.5 if of
tributaries to Polecat Creek; including the preservation of Polecat Creek (one side)
associated within the project property boundaries. Also, required by regulatory agencies
to satisfy mitigation requirements, a minimum 50 ft minimum buffer will be implemented
along all preservation/enhancement/restoration stream reaches including the proposed 7-
acre lake. The total distance around the proposed lake is 3,313 if (-3.8 acres w/ 50 ft.
buffer). Minor activities such as nature trails, fishing docks and landscape maintenance
within the required buffer areas will be subject to regulatory approval and defined in
detail within the Final Mitigation Plan.
The Final Mitigation Plan will include existing condition survey data, CAD site plans,
proposed channel data with CAD site plan, typical cross sections (riffle, run, pool, and
glide), stream structure details, erosion and sediment control plan, erosion control details,
and vegetative planting plan. Included with the vegetative planting plan will be details
outlining the removal of invasive and competing species within the project area to
include but not limited to Ligustrum sinense (Chinese privet).
A potential recipient of the easement for the Mitigation Project has been identified. The
Ward Burton Wildlife Foundation has agreed to hold all easements associated with the
preservation/enhancement/restoration reaches, as well as the proposed lake buffer.
Additional information about the foundation can be viewed at
http://www.thewardburtonwildlifefoundation.orql.
Following Final Mitigation Plan approval, enhancement/restoration construction will
commence within a set period of time set forth by regulatory agencies. Monitoring
requirements for this project will also adhere to criteria set forth by regulating agencies.
We look forward to working with you all in seeing the successful completion of this
stream enhancement/restoration project with the issuance of the 404/401 permits for the
Victory Junction Gang Camp project.
If you have any comments or questions, please contact us at your earliest convenience.
Since y
$ ric Q,.1 NCLSS
Protect ager - Environmental Services
GreenVest
[phone]
Ernest L. Aaron, WESI
Environmental Scientist
[phone]
CC: Mr. Brian Collier, CEO (Victory Junction Gang Camp, Inc.), Mr. Dean Spinks, AIA
(Victory Junction Gang Camp, Inc.) & Mr. John'Dorney, (NCDWQ) '
Comprehensive Environmental Consulting
STREAM WORK DATA
Victory Junction Gang Camp
Randolph County, NC
GreenVest/WESI

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TRIBUTARY-1 830'
TRIBUTARY-2 579'
POLECAT CREEK 1713'
ENHANCEMEN-ESTORATION AREA 280'
REQUIRED SO' BUFFER AREA
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Keterence Reach
Stream Name:
Location:
Date:
Crew:
Stream Type:
Watershed Area:
Summary uata
Mitchell River (Headwaters)
Reynolds Property @ Devotion in Surry County
6!3!1998
Source - Dan Clinton, Jan Patterson, LOUise O'rtara, ion vvinuams
84c
Channel Dimensions Mean Median Min Max
Max. Riffle Depth (dmax) (ft): 6.2 6.2 5.9 6.5 Max. Pool Dpth (dpmax) (ft): 4.4
Riffle Width (Wr) (ft.): 32.1 32.1 29.2 35.0 Pool Width (Wp) (ft.): 27.3
Riffle X-Sect. Area (Ar) (ft"2.): 65.6 65.6 62.51 68.8 Pool X-Sect Area (ft.): 72.5
Riffle Mean Bankfull Depth (dmbkf) (ft.): 2.1 2.1 2 2.1
Widht/Depth Ratio: 15.6 15.64 14.86 16.4

RATIO: Max. Pool Depth/Max. Riffle Depth (dpmax/drmax): 0.7
RATIO: Pool Width/Riffle Width (Wp/Wr): 0.9
RATIO: Pool Area/Riffle Area (Ap/Ar): 1.1
RATIO: Max. Pool Depth/Mean Bankfull Depth (dpmaWdbkf): 2.1
RATIO: Lowest Bank Height/Max. Bankfull Depth (Bhlow/dmbkf): 1.0
Streamflow: Estimated Mean Velocity (u) @ Bankfull Stage (ft./sec.):
Streamflow: Estimated Discharge (Q) @ Bankfull Stage (cfs):
Channel Pattern Mean Median - Min Max
Meander Wavelength (Lm) ft): 551.0
Radius of Curvature (Rc) (ft.): 121.1 94.5 71.2 224.2
Beltwidth (Wblt) (ft): 120.0

Meander Width Ratio (MWR = Wblt(Wbkf): 3.7
RATIO: Radius of Curvature/Bankfull Width (RcAtVbkt): 3.8 2.9 2.2 7.0
RATIO: Meander Wavelength/Bankfull Width (Lm]Wbld): 17.2
Channel Profile Mean Median Min Max "
Valley Slope (ft/ft) 0.0089
Water Surface Slope (ft./ft) 0.0095
Riffle Slope (ft./ft.) 0.0245 0.0226 0.0100 0.0395
Pool Slope (ft.Aft.) 0.0010 0.0000 0.0000 0.0040
Run Slope ftfft.) 0.0045 0.0051 0.0000 0.0085
Glide Slope (ft.Aft) 0.0034 0.0038 0.0000 0.0083

Riffle Length (ft.) 39.4 38.3 1.0 77.0
Pool Length (fL) 45.2 46.5 35.0 69.0
Run Length (ft.) 38.9 37.0 11.5 71.0
Glide Length (ft.) 27.4 29.0 12.0 40.0

Riffle to Riffle Spacing (ft.) 108.7 117.3 30.0 220.5
Pool to Pool Spacing ft) 125.3 110.5 59.8 234.0
Riffle to Pool Spacing (ft.) 46.8 44.0 11.5 84.0

RATIO: Riffle Slope/ Water Surface Slope: 2.58 2.38 1.56 4.15
RATIO: Pool Slope/Water Surface Slope: 0.11 0.00 0.00 0.42
RATIO: Run Slope/Water Surface Slope: 0.47 0.53 0.00 0.89
RATIO: Glide Slope/Water Surface Slope: 0.36 0.39 0.00 0.88

RATIO: Max. Riffle Depth/Mean Bankfull Depth: 3.02 3.02 2.87 3.17
RATIO: Max Pool Depth/Mean Bankfull Depth: 15.64 15.64 14.23 17.05
RATIO: Max Run Depth/Mean Bankfull Depth: n/a
RATIO: Max Glide Depth/Mean Bankfull Depth: n/a

RATIO: Riffle Length/Bankfull Width: 1.23 1.19 0.03 2.40
RATIO: Pool Length/Bankfull Width: 1.41 1.45 1.09 2.15
RATIO: Run Length/Bankfull Width: 1.21 1.15 0.36 2.21
RATIO: Glide Length/Bankfull Width: 0.85 0.90 0.37 1.25
RATIO: Riffle to Riffle Spacing/Bankfull Width: 3.39 3.65 0.93 6.87
RATIO: Pool to Pool Spacing/Bankfull Width: 3.90 3.44 1.86 7.29
RATIO: Riffle to Pool Spacing/Bankfull Width: 1.46 1.37 0.36 2.62

d16 = d84 (mm): -
d35 = dmbkf (mm):
d50 = dmbkf/d84:
V
d84 = U
. Reference: Rosgen Reference Reach Field Book
d95 = Mannings'n':
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Velocity Comparison Form
Class
Date 1//qO2 Team
Stream (,?f- n?ecoT C.f?e Location f/3V ?i {?; Io1?r?eSS ?i?o?
G S ' S Tip ; 9f SS--
Input Variables Output Variables
Bankfull Cross 2 Bankfull Mean Depth

Sectional Area (ABKF) ft
17, 6
DEW = (ABKF/WBKF) ft
/. A 6
Bankfull Width (WBKF) ft Wetted Perimeter (WP) ft
/Y0 (-(2'DBKF)+WBKF) ?5 0
D84 (Riffle) mm
Ia0
D84 304.8) 3 ft
`k

Bankfull Slope (S) p'
0 1 ft/ft
0 Hydraulic Radius (R)
A
/WP
/ 7 ft
I
. (
BKF
) .
Gravitational
Acceleration (g)
32.2 f(/S2
R/D84 (use D84 in FEET)
3.0 it/ft
R/D84, u/u*, Mannings n
U/u* (using R/D84: see Reference Reach Field Book: p188, River Field Book:p233) 6 f s/
Mannings, n: (Reference Reach Field Book: p189, River Field Book:p236) 0, 0y? ft, /6
Velocity: from Mannings equation: u=1.49R znSv2 !n I - - -3, ? - - f(/SJ
u/u*=2.83+5.7logR/D84
U*: u'=(gRS)05 0.60
------- ft/s
Velocity. a=u'(2 83+5.7(ogR/D84) I -3.3 ft/S
Mannings n by Stream Type (for large rivers)
Stream Type 6 y
Mannings n: (Reference Reach Field Book: p187. River Field Book:p237) 0.03 7 ft 116
Veloclty from Manning's equation u=1.49R211S12/n
--ft/s-?
Continuity Equation I
ABKF (cfs) from regional curve or stream gage calibration
-- /? C7--cfs
Velocity (u=Q/A or from stream gage hydraulic geometry) I ft/s
1stday RAM Forms.xls
04 0 7 7??.
1710 G3'S
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ENTRAINMENT CALCULATION FORM
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2nd day RAM Forms.xis 73 ©Wildland Hydrology 2002
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Individual Permit QA/QC data collection sheet i ,?
Project Name Project # D (aoZ County (ICJ
1. Original Application (form for data: month/day/year)
Date of Public Notice
Date Put on Hold (if any) ( ??OZ
Date Info Received (if any) I
Date Put on Hold again (if any)
Date Info Received again (if any)
Date Put on Hold again (if any)
Date Info Received again (if ny)
Date 401 Issued f7 -Vj-b -ar--
II. First Modification
Date modification request received
Date Put on Hold ' any)
Date Info Rec ' ed (if any)
Date Put o old again (if any)
Date Inf eceived again (if any)
Date P t on Hold again (if any)
Date Info Received again (if any)
Date modified 401 Issued
III.. Second Modification
Date modification reques eceived
Date Put on Hold (if a
Date Info Receive f any)
Date Put on Ho" again (if any)
Date Info Re ived again (if any)
Date Put o Hold again (if any)
Date Inf, eceived again (if any)
Date odified 401 Issued
IV. Third
ion
Date n re est received
Date ld any)
Date ed (if any)
Date d again (if any)
/
Date ved again (if any)
Date ld again (if any)
Date ed again (if any)
Received
Dat modified 401 Issu d
V. Fourth Modification
Date mod/'ed uest received
Date Put ny)
Date Info any)
Date Put in (if any)
Date Info gain (if any)
Date Put'on Hold again (if any)
Date Info Received again (if any)
Date modified 401 Issued
c WAIF
??w'' RQG Michael F. Easley
Governor
William G. Ross, Jr., Secretary
> Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
March 14, 2002
Richard and Lynda Petty
Victory Junction Gang Camp, Inc.
311 Branson Mill Road
Randleman, North Carolina, 27317
Dear Mr. and Mrs. Petty:
Re: Victory Junction Gang Camp, Randolph County, North Carolina
DWQ Project No. 02-0122; DOA Action ID No. 2000220199
Attached hereto is a copy of Certification No. 33-17 issued to Richard and Lynda Petty, dated March 14, 2002.
If we can be of further assistance, do not hesitate to contact us.
Sincerely,
Z. ?
re ry J. Thorpe h b.
Attachments
020122
cc: John Thomas, U.S. Army Corps of Eng nes;-s, Raleigh Regulatory Feld Office
Larry Coble, DWQ, Winston-S2lem RegbrA- Office
File Copy
Central Files
Louise Slate, 218-4 Swing Road, Gr c- o, NC, 27409
Mr. Brian Collier, 311 Branson I&I Road, Randleman, North Carolina, 27317
North Carolina Division of Vl r?z:r?,4f Welands Certification Unit,
1650 Mail Sarvice Center, Paf#-_i, NC Z? ?rr1650 (Mailing Address)
2321 Crabtroo Blvd, Paler,, )JD 27;-7r;
? Zt Sri)
n.n vno .-r n,r r-ti„,,,,. n.n ? c;rn .a_.?. _?.r?n .. ..... ........ .... .... i_-......?........?
H
ECOLOGIC
Ecologic Associates, RC.
218-4 Swing Rd. • Greensboro, NC 27409
[phone] Fax [phone]
www.ecollogic-nc.com
February 13, 2002
John Thomas
Regulatory Specialist
USACE - Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
FE 1 r
RE: Supplement to Individual DA Permit - Victory Junction Gang Camp
Level Cross, Randolph County, North Carolina
Action ID No. 20020199
Dear John:
The following information is submitted as a supplement to the above referenced Individual
Permit application. The supplement's purpose is to clarify the purpose and need of the proposed
lake and expound upon avoidance and minimization considerations. Please distribute the
supplement to all reviewing agencies other than those listed below. Also enclosed are a CD with
digital photos and a photograph list describing the stream to be restored to satisfy mitigation
requirements. The last enclosure is a letter to the Department of Cultural Resources, dated
January 22, 2002, requesting archeological or historical information relative to this. site.
If you have questions or need further information, please call our office.
Respectfully,
EcoLogic Associates, P.C.

Louise O. Slate, El
Water Resources Engineer

Mark A. Taylor, PE
Project Manager
Enclosures
Cc: Brian Collier, CEO, Victory Junction Gang Camp, Inc.
Dean Spinks, Board Member, Victory Junction Gang Camp, Inc.
Jennifer Frye, NC DENR - Division of Water Quality, Winston-Salem Office
+ w' Printed on recycled paper.
Update on Individual Permit, Victory Junction Gang Camp
Subject: Update on Individual Permit, Victory Junction Gang Camp
Date: Wed, 13 Mar 2002 16:28:40 -0500
From: "Louise_slate" <louise_slateC)yahoo.com>
To: "Cyndi Karoly" <[e-mail]>
CC: "Todd St John" <todd.st [e-mail]>
Dear Cyndi,
The public comment period for the above referenced project (Action ID No. 20020199, Randleman, Randolph
County) ended on Monday, March 11, 2002. John Thomas indicated via telephone this afternoon that comments
were received from the Wildlife Resources Commission and the Fish and Wildlife Service. No other comments were
received. To date, our office has not received copies of these comments.
At the most recent Piedmont Land Conservancy meeting, the board voted to accept a conservation easement on that
site to protect downstream of the proposed dam and the proposed restoration reach in perpetuity.
Please let our office know the status of that job in your office. If you need any additional information, contact us at
your earliest convenience.
Sincerely,
Louise Slate
Louise Slate, El
EcoLogic Associates, PC
218-4 Swing Road
Greensboro, NC 27409
336-855-8108
336-855-7688 fax
1 of 1 3/13/02 4:45 PN
Victory Junction Gang Camp Randolph County
Contacts: Brian Collier, CEO Victory Junction Gang Camp
DWQ Staff:
USACE:
Dean Spinks, Architect/Board Member VJGC
Richard and Lynda Petty
Kyle Petty, Registered Agent for VJGC
Mark Taylor, Ecologic Assoc.
Louise Slate
Ken Bridle
Dean Hardister, GeoScience Group, Inc.
3. Frye
Todd St. John
336-431-8411
336-855-8108
John Thomas/Todd Tugwell 919-876-8441, ext. 25/26
Status as of January 16, 2002:
Violation occurred on two land tracts - one owned by VJGC and the other owned by Richard and
Lynda Petty. .
NOV sent to all landowners on December 13, 2001. Response received December 27, 2001.
They plan to move forward with their plans to apply for an Individual Permit/Certification for
creating a 10-acre lake, road crossings and tunnel. Central Office (Todd, Dave, Danny, Cyndi)
staff need to be aware of this in-coming application/public notice and the fact that this site is
currently in violation of several WQ standards/regulations).
Todd St. John performed site visit on January 9, 2001 for the purpose of evaluating potential
mitigation sites.
DWQ will require mitigation for the dam fill/road crossing/tunnel combination (>150 LF).
If Permit/Certification is denied, all impacted stream length and wetland acreage must be
restored to Division satisfaction.
Page 3 of 3
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500
and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15 NCAC 2H, Section .0500 to Richard and Lynda Petty, resulting in the discharge of fill into 0.2
acre of wetlands, the discharge of fill into 280 linear feet of Polecat Creek, and flooding of 2,150 linear feet of
Polecat Creek associated with the proposed construction of the Victory Junction Gang Camp in Randolph
County, North Carolina, pursuant to an application filed on 8th day of February of 2002.
The application provides adequate assurance that the fill and flooding of waters of the Polecat Creek in
conjunction with the proposed work will not result in a violation of applicable Water Quality Standards and
discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the
applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance
with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application and as
described in the Public Notice. If you change your project, you must notify us and send us a new application
for a new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. Should wetland or stream fill be
requested in the future, additional compensatoryn*igation may be required as described in 15A NCAC 2H
.0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed below. In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Solid Waste, Sediment and Erosion control, Non-discharge and Water Supply Watershed
regulations.
Conditions of Certification:
1. That the activity be conducted in such manner as to prevent significant increase in turbidity outside the
area of construction or construction related discharge (50 NTU's in streams and rivers not designated
as trout waters by DWQ; 25 NTU's in all saltwater classes, and all lakes and reservoirs; 10 NTU's in
trout waters);
2. All temporary fill shall be removed to the original grade after construction is complete and the site shall
be stabilized to prevent erosion;
3. In accordance with 15A NCAC 2H .0506 (h) compensatory mitigation is required for stream impacts.
280 linear feet of perennial stream mitigation is required at a 1:1 ratio. Plans and specifications for the
stream channel enhancement or restoration shall be submitted to and approved in writing by this
Office before impacts associated with the dam construction occur. The stream mitigation shall be
designed according to the guidance provided in NC DENR's The Internal Technical Guide for Stream
Work in North Carolina, Apra 2001 and The Interim, Internal Stream Mitigation and Macroinvertebrate
Monitoring Policy which can be found at http:Hh2o.ehnr.state.nc.us/ncwetlands/restore.html. The
stream mitigation shall be butt accon:fing to the approved plans before any permanent building on the
site is occupied. If the sh-e m rnitigation becomes unstable, the stream shall be repaired or stabilized
using only natural channel design techniques. Rip rap and other hard structures may only be used as
- temporary repairs if required by the Division of Land Resources or Delegated Local Program.
Additionally, all repair designs must be submitted to and receive written approval from this Office
before the repair work is performed- The stream mitigation shall be preserved in perpetuity through an
easement or some other legally bang mechanism. The above easement or other legally binding
mechanism must be in place before any permanent building associated with the project is occupied;
4. Waste or borrow shall not be located in streams or wetlands;
5. The enclosed "Certification of Completion Form" is to be used to notify DWQ when all work included in
the 401 Certification has been completed.
Page?3 of 3
Violations of any condition herein set forth shall result in revocation of this Certification and may result in
criminal and/or civil penalties. This Certification shall expire on 14 March 2004.
If this Certification is unacceptable to you have the right to an adjudicatory hearing upon written request
within sixty (60) days following receipt of this Certification. This request must be in the form of a written petition
conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. If modifications are made to an original
Certification, you have the right to an adjudicatory hearing on the modifications upon written request within
sixty (60) days following receipt of the Certification. Unless such demands are made, this Certification shall be
final and binding.
This the 14th day of March 2002
DIVISION OF WATER QUALITY
W QC # 3347
h
o , P.
J.
I
.1:o AV-
Individual Permit Application Supplement
Victory Junction Gang Camp
Purpose and Need of Proposed Lake
Many of the children coming to a Hole in the Wall Gang (HITWG) camp have never
ventured far from home or medical institutions, much less camped in a wilderness setting.
For these children, a summer session at one of the HITWG camps may be the only
chance to have such an experience in their lifetime. For ill or disabled children, water
activities are the great equalizer. Physically challenged children using specially equipped
boats can feel like normal, healthy children on the water. For them, boating and fishing
are activities most often associated with having fun, being healthy and going to camp.
Boating and fishing are also two of the required camp program offerings to meet HITGW
standards.
The HITWG site manual states that, in reviewing the site, "boating and fishing are some
of the most popular activities at camp, so a viable source of water is important." The
manual also notes that the lake should support "canoes, paddleboats and rafts". Victory
Junction's boating program will consist of rowboats, a pontoon boat (for wheelchairs),
kayaks, canoes and "Huck Finn" rafts. Many of the watercraft will be specially designed
for handicapped accessibility. It is noteworthy that each of the other domestic HITWG
camps has access to or has developed lakes much larger than the one proposed for
Victory Junction:
• Boggy Creek Gang (Florida): 2 lakes over 10 acres in size
• Hole in the Wall Gang (Connecticut): 40-acre lake
• Painted Turtle (California): 27-acre lake
• Hole in the Woods (New York): access to Lake Vanare (area not
available)
Each weeklong summer camp session will consist of 100 to 125 children representing a
single disease group. During the remaining months, the camp will operate family
weekends, sibling sessions and special programs for smaller disease groups. Regardless
of the type of session, the children and/or families are divided into units. They are
assigned to activities by units, and a one-on-one counselor assists each camper. A typical
unit is approximately 20 to 30 children. Thus, any activity must be able to accommodate
up to 30 children, plus an additional 30 counselors. Assuming half the campers and
counselors are fishing and half the campers and counselors are boating, with 2 persons
per boat, the lake needs to accommodate at least 15 boats at a time.
Several agencies were contacted about water safety issues and the capacity of a proposed
lake to support water recreation activities. Among those contacted were the US Coast
Guard, US Army Corps of Engineers Planning Branch, NC Wildlife Resource
Commission (state boat law administrators) Engineering and Enforcement branches,
Greensboro Parks and Recreation, Hanging Rock State Park, North Carolina State
University Parks, Recreation and Tourism Department, American Canoe Association, and
the National Safe Boating Council. A comment made by several of the agencies is that
the shape of a lake can be a limiting factor. Long, linear lakes have less carrying capacity
than circular lakes. Moreover, the boating experience quality is limited in narrow
channels (narrow channel is 300 feet wide or less).
2/13/2002 1 EcoLogic Associates

Individual Permit Application Supplement
Victory Junction Gang Camp
A summary of the pertinent criteria for recreational boating on small lakes is as follows:
1) It is common practice for boating instructors to teach in groups of 5 to 10 boats at
a time, using a minimum of 3 acres of lake to practice paddling maneuvers;
2) Safety zones limit usable paddling space. These safety zones, ranging from 50 to
100 feet, are established to keep boaters away from active spillways and fishing
piers;
3) Maneuvering room and safe boating are compromised in waters 200 feet wide or
less; and
4) Based on policies governing safe boat use on other small water bodies, a single,
non-motorized boat such as a canoe or rowboat requires at least 0.5 acre of space.
Motorboats require substantially more area. As a point of reference, Hanging
Rock State Park in Stokes County allows a maximum of 18 boats (10 rowboats, 8
canoes) on their 12-acre lake at one time. At Hagan Stone Park in Greensboro, a
maximum of 15 paddleboats operate on a 12 to 15-acre lake at one time.
The proposed lake at Victory Junction Gang Camp is 7.8 acres, of which 7.0 acres are on
camp property and available for recreational boating and fishing by campers. This lake
can marginally support 15 non-motorized boats at a time. It is therefore barely adequate
for the proposed use, particularly after setting aside safety zones around the fishing pier
and principal spillway. Any reduction in pond area would create unsafe boating
conditions.
Avoidance and Minimization
Alternative dam/pond designs and locations considered for Victory Junction Gang Camp
include the following (see attached location sheets):
Alternative 1: This alternative was located on adjacent property on a perennial stream
flowing to Polecat Creek as shown on Figure 1. This stream provides the best source of
water for a lake with a drainage area of approximately one (1) square mile. However,
during preliminary project planning, it was determined that this alternative would cause
significant environmental impacts to the stream and associated wetlands. The lake would
be long and narrow (roughly 3,200 feet long by 200 to 600 feet wide) and impact over
3,000 linear feet of the perennial stream. Consequently, this alternative was rejected.
Alternative 2: This on-site alternative, shown on Figure 2, avoids the perennial stream
and minimizes the size of the dam on the unimportant intermittent stream, but the surface
area of the resulting lake is only 1.7 acres and shaped like a narrow finger (roughly 630
feet long by 100 feet wide.) Such a long, narrow lake would severely limit the type and
number of boats used in the camp program. Boating on this lake would be limited to two
paddling lanes, one in each direction. The pontoon boat would be unusable on this lake.
This lake cannot support boating activities for one unit of campers; therefore, it is too
small to satisfy the purpose and need of the lake. Another problem with this alternative is
that it lacks a reliable source of water, relying primarily on stormwater runoff. This
raises concerns about low dissolved oxygen levels for fish. If supplemental water is used,
it would also be low in dissolved oxygen. Lastly, due to the shape of the valley, shallow
water habitat would be limited, limiting the variety of habitat for fish.
2/13/2002 2 EcoLogic Associates
A?
Individual Permit Application Supplement
Victory Junction Gang Camp
Alternative 3: This option avoids the perennial stream and maximizes the size of the lake
on the unimportant intermittent stream as shown in Figure 2. This design, at 3.3 acres
(roughly 850 feet long by 200 feet wide), has problems similar to alternative 2. It is long
and narrow, which limits the types and number of boats as well as the value of the
boating experience. The majority of the lake in this alternative qualifies as a narrow
channel. Safety zones around the active spillway and the fishing pier would further limit
usable boating space. A pontoon boat would be limited to a single travel lane and its
ability to turn would be compromised. For safety reasons, other boats could not be in use
while the pontoon boat was in operation. A 3.3-acre lake is too small to support the
stated purpose of the lake. Such a lake would also suffer from low dissolved oxygen
levels as discussed above for alternative 2.
In addition to pond and dam impacts on the intermittent stream, alternatives 2 and 3
would also create impacts to the perennial stream by necessitating a separate road
crossing to access the main camp. A culverted road crossing would have a footprint
similar in size to the footprint of the proposed dam (alternative 4) in order to match
grades and reduce road slopes so that emergency vehicles can access the camp village.
Alternative 4: This alternative, shown in Figure 3, was submitted with the DA Individual
Permit application. The 7.8-acre lake was selected because it does not impact a stream
that flows year round and it satisfies the purpose and need of the lake. This alternative
minimizes stream impacts. It affects less than half the length of a significantly smaller
perennial stream as alternative 1. Furthermore, the lake is wide enough and large enough
to support a motorized pontoon boat. It also has enough room for groups of campers to
engage in boating lessons and to maneuver their boats without interfering with other
paddlers or infringing on the safety zones around the fishing pier and the principal
spillway. The location of the boathouse is ideal for seeing the entire lake, an important
safety consideration. The size of the lake and the variety of shallow and deep habitat will
help ensure that fish will have the conditions required to thrive. Furthermore, due to
inflow from the perennial stream, aeration is not a concern.
2/13/2002 3 EcoLogic Associates
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Victory Junction Gang Camp
Action ID No. 20020199
Victory Junction Gang Camp
List of digital photos showing stream proposed for restoration
Unnamed tributary to Polecat Creek
1. Road crossing in the middle of the restoration reach
2. Looking downstream toward road crossing
3. Culvert crushed on upstream end
4. Upstream view from previous photo - enlarged pool
5. Upstream of enlarged pool - prior straightened reach
6. Vertical eroding banks common in straightened reach
7. Close up of bank scour in straightened reach
8. Wide riffle section, note size of substrate particles
9. Pool with eroding banks
10. End of riffle leading into pool shown above, note undercut banks
11. Exposed bank
12. Bedrock intrusion at top of proposed restoration reach. Natural grade control
13. View of substrate
14. Looking downstream from bedrock intrusion
15. Undercut bank
16. Where 4-wheelers cross creek (downstream of road crossing in I" photo)
17. Channel incised below road crossing
18. Eroded bank in lower reach. Note overhang above eroded wedge.
19. Eroded bank.
20. Remains of a stone dam near confluence with Polecat Creek
21. Typical bank section
22. Confluence of ephemeral tributary to restoration reach
23. Riffle section in lower reach
24. Typical vertical bank
25. Riffle substrate with scale
26. Bank outside meander bend with scale
1/25/2002
EcoLogic Associates
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Ecologic Associates, P.C.
218-4 Swing Rd. • Greensboro, NC 27409
[phone] • Fax [phone]
www.ecologic-nc.com
January 22, 2002
Renee Gledhill-Earley
Division of Archives and History
NC Dept. of Cultural Resources
109 E. Jones St.
Raleigh, NC 27601-2807
RE: Victory Junction Gang Camp
Randolph County
Dear Ms. Gledhill-Earley:
Victory Junction Gang Camp, Inc. is planning to construct a 62-acre camp in Randleman,
NC. A map showing the proposed camp location and a proposed stream mitigation area is
enclosed. Can your office provide any information relative to this site regarding
archaeological or historical sites, or similar cultural resources?
Please respond at your earliest convenience. Should you have any questions or require
additional information,, please call.
Sincerely,
Mark A. Taylor, PE
Project Manager
Enclosure
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DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers ' t_t'
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Action ID No. 200220199 February 08, 2002
PUBLIC NOTICE
RICHARD & LYNDA PETTY, VICTORY JUNCTION GANG CAMP, INC., 311
BRANSON MILL ROAD, RANDLEMAN, NORTH CAROLINA 27317 HAS REQUESTED A
DEPARTMENT OF THE ARMY (DA) PERMIT TO AUTHORIZE THE DISCHARGE OF
FILL INTO THE JURISDICTIONAL WATERS OF POLECAT CREEK ASSOCIATED WITH
THE PROPOSED CONSTRUCTION OF THE VICTORY JUNCTION GANG CAMP,
LOCATED OFF OF FRED LINEBERRY ROAD (SR 2113), NORTH OF RANDLEMAN,
RANDOLPH COUNTY, NORTH CAROLINA.
The following description of the work is taken from data provided by the applicant and
from observations made during a site visit by a representative of the Corps of Engineers. The
proposed project consists of the development of a camp facility to provide camping experiences
free of charge for critically and chronically ill children. A primary feature of the camp is a
proposed 7.8 acre lake, with a 75 acre drainage area. Development of the lake includes the
construction of a dam that would result in the fill of approximately 280 linear feet of perennial
stream channel. Plans submitted with the permit request show impacts to jurisdictional waters
caused by dam construction and impounded water are 1,270 linear feet of perennial stream
channel, 1,160 linear feet of intermittent stream channel, and 0.2 acre of wetlands. The project
property and the surrounding watershed consist of agricultural land, forest, and rural
development. Site inspections conducted on November 28, 2001, showed that mechanized
landclearing and grading of the proposed pond basin have already occurred. These activities
have resulted in tree stumps and fill being placed into approximately 0.2 acre of wetlands, 1,270
linear feet of perennial stream channel, and 1,160 linear feet of intermittent stream channel.
These activities, conducted in waters of the United States without authorization by a Department
of the Army (DA) permit, are violations of Section 301 of the Clean Water Act (33 U.S.C. 1311).
The applicant has agreed to cease and desist any further work in jurisdictional waters of the
United States pending DA permit authorization.
The project's purpose and need is to develop a 7.8 acres lake for a camp facility to provide
camping experiences free of charge for critically and chronically ill children. The existence of a
lake is one of the requirements for all camps modeled after the "Hole in the Wall Gang Camp"
for critically and chronically ill children. The lake will be stocked and used primarily for
recreational fishing and boating. It will also serve as a visual amenity for the camp.
I

The applicant included a proposed compensatory mitigation plan with the permit request.
The plan provides restoration of approximately 1600 linear feet stream channel downstream of
the proposed lake.
Plans showing the work are included with this public notice. A copy of this public notice
can be viewed on our web page at http://www.saw.usace.army.mil.
The State of North Carolina will review this public notice to determine the need for the
applicant to obtain any required State authorization. No Department of the Army (DA) permit
will be issued until the coordinated State viewpoint on the proposal has been received and
reviewed by this agency, nor will a DA permit be issued until the North Carolina Division of
Water Quality (NCDWQ) has determined the applicability of a Water Quality Certificate as
required by PL 92-500.
This application is being considered pursuant to Section 404 of the Clean Water Act (33
U.S.C. 1344). Any person may request, in writing within the comment period specified in the
notice, that a public hearing be held to consider this application. Requests for public hearing
shall state, with particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the National Register
of Historic Places for the presence or absence of registered properties, or properties listed as
being eligible for inclusion therein, and this site is not registered property or property listed as
being eligible for inclusion in the Register. Consultation of the National Register constitutes the
extent of cultural resource investigations by the District Engineer, and he is otherwise unaware of
the presence of such resources. Presently, unknown archeological, scientific, prehistorical, or
historical data may be lost or destroyed by work under the requested permit.
The District Engineer has determined, based on a review of data furnished by the applicant
and onsite observation, that the activity will not affect species, or their critical habitat, designated
as endangered or threatened pursuant to the Endangered Species Act of 1973.
The decision whether to issue a permit will be based on an evaluation of the probable
impacts, including cumulative impacts, of the proposed activity and its intended use on the
public interest. Evaluation of the probable impacts, which the proposed activity may have on the
public interest, requires a careful weighing of all those factors, which become relevant in each
particular case. The benefits, which reasonably may be expected to accrue from the proposal,
must be balanced against its reasonably foreseeable detriments. The decision whether to
authorize a proposal, and if so the conditions under which it will be allowed to occur, are
therefore determined by the outcome of the general balancing process. That decision should
reflect the national concern for both protection and utilization of important resources. All
factors, which may be relevant to the proposal, must be considered including the cumulative
effects thereof. Among those are conservation, economics, aesthetics, general environmental
concerns, wetlands, cultural values, fish and wildlife values, flood hazards and flood plain values
(in accordance with Executive Order 11988), land use, navigation, shore erosion and accretion,
2
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recreation, water supply and conservation, water quality, energy needs, safety, food and fiber
production, mineral needs, considerations of property ownership, and, in general, the needs and
welfare of the people. For activities involving the placement of dredged or fill materials in
waters of the United States, a permit will be denied if the discharge that would be authorized by
such permit would not comply with the Environmental Protection Agencies' 404(b)(1)
guidelines. Subject to the preceding sentence and any other applicable guidelines or criteria, a
permit will be granted unless the District Engineer determines that it would be contrary to the
public interest.
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials; Indian Tribes and other interested parties in order to consider and evaluate
the impacts of this proposed activity. Any comments received will be considered by the Corps of
Engineers to determine whether to issue, modify, condition or deny a permit for this proposal.
To make this decision, comments are used to assess impacts on endangered species, historic
properties, water quality, general environmental effects and the other public interest factors listed
above. Comments are used in the preparation of an Environmental Assessment (EA) and/or an
Environmental Impact Statement (EIS) pursuant to the National Environmental Policy Act
(NEPA). Comments are also used to determine the need for a public hearing and to determine
the overall public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army (DA) permit will not
be made until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives
State certification required by Section 401 of the Clean Water Act. The NCDEM considers
whether or not the proposed activity will comply with Sections 301, 302, 306, and 307 of the
Clean Water Act. The application and this public notice for the Department of the Army (DA)
permit serves as application to the NCDWQ for certification.
Additional information regarding the Clean Water Act certification may be reviewed at the
offices of the North Carolina Division of Water Quality (NCDWQ), Salisbury Street, Archdale
Building, Raleigh, North Carolina. Copies of such materials will be furnished to any person
requesting copies upon payment of reproduction costs.
All persons desiring to make comments regarding the application for Clean Water Act
certification should do so in writing delivered to the North Carolina Division of Water Quality
(NCDWQ), Wetland/401 Unit, 1621 Mail Service Center, Raleigh, North Carolina 27699-1621, on
or before March 04, 2002, Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will be received in
this office, Attention: Mr. John Thomas, until 4:15 p.m., March 11, 2002, or telephone (919)
876-8441, Extension 25.
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DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO February 08, 2002
Regulatory Division
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Action ID No. 200220199

Mr. John Dorney
Water Quality Section
Division of Water Quality
North Carolina Department of Environment
and Natural Resources
1650 Mail Service Center
Raleigh, North Carolina 27699-1621
Dear Mr. Dorney:
Enclosed is the application submitted by Richard & Lynda Petty, Victory Junction Gang
Camp, Inc. for a Department of the Army (DA) authorization and a State Water Quality
Certification to discharge fill into the jurisdictional waters of Polecat Creek associated with
construction of a 7.8 acre lake included with the proposed development of the Victory Junction
Gang Camp, located off of Fred Lineberry Road (SR 2113), north of Randleman, in Randolph
County, North Carolina. Your receipt of this letter verifies your acceptance of a valid request for
certification in accordance with Section 325.2(b)(ii) of our administrative regulations.
We are considering authorizing this proposed request pursuant to Section 404 of the
Clean Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be granted
until the water quality certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of
a request for certification is a reasonable time for State action. Therefore, if you have not acted
on the request, or asked for an extension of time, by April 10, 2002, the District Engineer will
deem that waiver has occurred.
If you have questions, please do not hesitate to contact Mr. John Thomas, Raleigh
Regulatory Field Office, telephone [phone].
Sincerely,
j?-
J hn T. Thomas, Jr.
cting Chief, Raleigh Regulatory
Field Office
Enclosure
Copies Furnished (without enclosure):
Mr. Doug Huggett
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
1638 Mail Service Center
Raleigh, North Carolina 27699-1638

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APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-003
(33 CFR 325 Expires October 1996
Public reporting burden for this collection of information is estimated to average 5 hours per response, including the time for
reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and
reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service
Directorate of information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302;
and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Please DO
NOT RETURN your form to either of those addresses. Completed applications must be submitted to the district engineer
having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10; 1413, Section 404. Principle Purpose: These laws require permits authorizing activities in,
or affecting, navigable waters of the United States, the discharge of dredged or fill material into waters of the United States,
and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information
provided on this form will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information
is voluntary. If information is not provided, however, the permit application cannot be processed nor can a permit be issued. .
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must
be attached to this application (see sample drawings and instructions) and be submitted to the- District Engineer having
jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned.
(ITEMS I THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
mK?a otgq
JAN 2 4 200
? . 5 2„2
i (ITEMS BELOW TO BE FILLED BY APPLICAN7)
5.J APPLICANT'S NAME
Richard & Lynda Petty 8. AUTHORIZED AGENT'S NAME AND THE (an agent is not
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Brian Collier, CEO EcoLogic Associates, PC
Victory Junction Gang Camp, Inc. Louise Slate, EI
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
311 Branson Mill Road 218-4 Swing Road
Randleman, NC 27317 Greensboro, NC 27409
7. APPLICANT'S PHONE NOS. W/ AREA CODE 10. AGENT'S PHONE NOS. w/ AREA CODE
a. Residence a. Residence
b. Business b. Business
336-498-9055 336-855-8108
11. STATEMENT OF AUTHORIZATION
1 hereby authorize, E c oL o ' c Associates to act in my behalf as my agent in the processing of this
application to sh po quest, supplemental information in support of this permit application.

APPLICANT'S Sl NATU DATE
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Victory Junction Gang Camp
13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
UT to Polecat Creek 5343 Fred Lineberry Road
Randleman, NC 27317
15. LOCATION OF PROJECT
Randolph NC
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, (see instructions)
Level Cross Township, Tax Parcel 7776190570
Randleman USGS quad sheet, south of latitude N 35 52' 00", east
of longitude W 79 46' 30", north of Fred Lineberry Road (SR 2113)
and west of Polecat Creek
17. DIRECTIONS TO THE SITE
From Raleigh, take I-40 W to Greensboro. Take Rte 220 South to
Level Cross exit. Turn left at top of offramp; turn right at
light onto Bus.220 South. Go approx. 1 mile. Turn left onto
Providence Church Road. Go 3 miles. Turn right onto Fred
Lineberry Road. After crossing bridge over Polecat Creek, site
is on the right at top of a small hill.
18. NATURE OF ACTIVITY (Description of project, include all features)
See attached sheet.
19. PROJECT PURPOSE (Describe the reason or purpose of the project, see instructions)
The existence of a lake is one of the requirements for all camps
modeled after Hole in the Wall Gang Camp. The lake will be stock
with bass and used primarily for recreational fishing and boating.
It will also serve as a visual amenity for the camp.
Dam construction is anticipated to begin in the Spring of 2002.
The camp will open in 2004.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. REASON(S) FOR DISCHARGE
Fill will be discharged to construct a dam. The dam will serve
to impound water and to provide access to the camp village.
A riprap energy dissipater will be located at the downstream
toe of the earth dam.
21. TYPE(S) OF MATERIAL BEING DISCHARGED AND THE AMOUNT OF EACH TYPE IN CUBIC YARDS
Approximately 13,500 CY of earth fill will be placed for dam
construction. Approximately 60 CY of rip rap will be placed
.for a dissipater below the dam.
22. SURFACE AREA IN ACRES OF WETLANDS OR OTHER WATERS TO BE FILLED (see instructions)
The dam and impoundment will affect 1,270 linear feet (lf) of
perennial stream, 1,160 if of intermittent stream, & 0.2 ac wetla
23. IS ANY PORTION OF THE WORK ALREADY COMPLETE? YES _2L NO _ IF YES, DESCRIBE THE COMPLETED WORK
Trees have been cleared on the site of the proposed pond. Some
stumps have been grubbed and burned or pushed off; others are
still in place. Erosion and sedimentation control devices have
been installed and temporary groundcover has been established.
24. ADDRESSES OF ADJOINING PROPERTY OWNERS, LESSEES, ETC., WHOSE PROPERTY ADJOINS THE WATERBODY (If more than can be
entered here, please attach a supplemental list).
Richard and Lynda Petty
514 Providence Church Road
Randleman, NC 27317
25. LIST OF OTHER CERTIFICATIONS OR APPROVALSIDENIALS RECEIVED FROM OTHER FEDERAL, STATE OR LOCAL AGENCIES FOR
WORK DESCRIBED IN THIS APPLICATION.
AGENCY TYPE APPROVAL' INDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
Randolph County Special use permit Oct.30, 2001
NCDENR Land Quality
Erosion Control Sept. 28,2001
Dam Safety Classification Oct. 26, 2001
-Would include but is not restricted to zoning, building and flood lain ermits
Is.
26. Application is hereby made for a permit or permits to authorize the work described in this application. I hereby certify that the information in this
application is complete accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly
OMNATURE OF APPLICANT DATA SIGNATURE OF AGENT DATE
The application nuldbe signed by the person who desires to undertake hie proposed activity (applicant) or it maybe signed by a duly authorized agent if the
statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and
willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations
or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than
S10.000 or imprisoned not more than five years or both.
Victory Junction Gang Camp
Individual Permit Application
Block 18:
Nature of Activity
Victory Junction Gang Camp will provide camping experiences free of charge to 120
critically and chronically ill children in weeklong camp sessions in the summer months
and weekend retreats in the spring and fall months. The attached site map shows the
proposed camp layout.
The primary water feature at Victory Junction Gang Camp is a proposed 7.8-acre lake,
with a 75-acre drainage area. The proposed dam is to be constructed of compacted earth.
Dam dimensions are as follows: 34 feet from the top of the dam to the downstream toe of
the embankment; 2:1 slopes on upstream embankment, 3:1 slopes on downstream
embankment; crest width 40 feet, crest length approximately 280 feet. Campers will
access the camp village by a road on the downstream side of the dam core; emergency
vehicles will have access via a road along the dam crest.
A bridge and a culvert will be constructed for the main access drive, which runs north
along the west property boundary from Fred Lineberry Road. A boat dock and fishing
pavilion will be constructed on the east side of the lake, supported by piers and floats.
The only access to the lake for campers will be via the boat dock/fishing pavilion. A
wooded buffer, at least 100 feet wide in most places, will surround the remainder of the
lake except at the dam, bridge, and culvert crossings.
The lake will be stocked and used primarily for recreational fishing and boating. It will
also serve as a visual amenity for the camp. A littoral shelf will be constructed around
most of the lake on camp property to improve water safety, create shallow water habitat,
and increase aquatic biodiversity.
The footprint of the dam will impact approximately 230 feet of a perennial stream
channel (as defined by USACE staff on November 28, 2001). A riprap energy dissipater
will affect an estimated 50 feet of additional stream channel. Total impacts to
jurisdictional waters caused by dam construction and impounded water are 1,270 linear
feet of perennial stream channel, 1,160 linear feet of intermittent stream channel, and 0.2
acres of wetlands (as determined by Todd Tugwell of the USACE Raleigh Regulatory
Field Office on November 28, 2001).
1/21/2002 EcoLogic Associates
336-855-8108
Victory Junction Gang Camp
Individual Permit Application
Avoidance and Minimization:
The project architect, in preparing the master plan, studied several sites before laying out
the camp at its present location. Richard and Lynda Petty donated land for the camp to
Victory Junction Gang Camp, Inc. Originally, the pond was proposed to be located on a
significant perennial tributary to Polecat Creek (downstream of the current location). The
architect believed there would be significant environmental impacts caused by locating
the dam on this second-order stream, so he examined all available property for an
alternate site for the dam. The current location is the result of examining nearly 500
acres of Petty property in Randolph County.
The proposed dam and pond is located high in the watershed, below the confluence of
what water resources consultant EcoLogic Associates classified as an important
intermittent stream and an ephemeral stream. The hydrology at the dam site is so poor
that, according to feasibility studies by project consultants, supplementary water will be
required to fill the pond. The dam is located approximately 250 feet upstream of two
wetlands, one of which coincides with an old stone spring box that served as a water
supply for a farmhouse on the site. EcoLogic Associates believes the spring to be where
the perennial stream classification begins. This area, richest in biological diversity, will
be protected with a conservation easement below the dam.
The dam will provide access to the camp from the Welcome Pavilion on the west side of
the property. (see site plan.) The dam crest elevation ties into the natural grade on the
abutments to minimize road sag, thereby improving traffic safety across the structure.
The resulting impoundment at design normal pool (EL 696.0) has a surface area of 7.0
acres on camp property and 0.8 acres on Richard and Lynda Petty's adjacent property on
the west. A sensitivity analysis that related normal pool elevation to stream and wetland
impacts showed that lowering the pond's water surface elevation 4 feet reduces surface
area by 29 percent but only reduces the impact to the important stream by 7 percent. If
the water level is reduced 8 feet, the lake's surface area is halved, but this only reduces
the impact to the important stream by 19 percent.
The lake has been designed to accommodate all of its proposed uses and ecological
functions. First, a littoral shelf will be incorporated around the majority of the lake on
camp property to create shallow water habitat and for safety purposes. Second, there
must be enough area on the lake for simultaneous use of the fishing pier and boating
activities. There will be several types of boats used on the lake, including a pontoon
boat. The pontoon boat, which allows wheelchair-bound campers access to recreational
opportunities on the lake, requires significant space to maneuver. Thus, the lake is sized
to accommodate the varied boating needs, the littoral shelf, and fishing activities.
Based on the process of site selection and master planning, designing to minimize stream
impacts, designing for safe access to the camp and multiple recreational uses including
fishing and boating for campers, and creating shallow water habitat, the camp has
maximized proposed benefits while minimizing environmental impacts.
1/21/2002 EcoLogic Associates
336-855-8108
Vicini ?.? Ma.?

RY RD. S.R. #2113
rem UNEBER
62.188 ACRES
PROPOSED MA5TER PLAN
VICTORY JUNCTION GANG CAMP
LEVEL CROSS, NORTH CAROUNA

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January 21, 2001
Ecologic Associates, RC.
218-4 Swing Rd. • Greensboro, NC 27409
[phone] • Fax [phone]
www.ecologic-nc.com
John Thomas
Regulatory Specialist
USACE - Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
RE: After-the-Fact Individual DA Permit - Victory Junction Gang Camp
Level Cross, Randolph County, North Carolina
Dear John:
JAN 242
Please find enclosed an after-the-fact Individual DA Permit application and mitigation plan for
the above referenced site. The owner wishes to bring this site into compliance by acquiring the
appropriate 404/401 permits. A brief summary of the site's history relative to water quality
permitting is attached.
Included with the application is a mitigation plan for restoration of a degraded stream on adjacent
property owned by one of the applicants. The stream to be impacted by dam construction and
impounded water flows into the proposed restoration reach. The restoration reach is an unnamed
tributary to Polecat Creek. The channel will be restored to 134c and C4 stream types, according to
Rosgen's stream classification system. A total of 1562 linear feet of stream restoration is
proposed.
If you have questions or need further information, please call our office.
Respectfully,
EcoLogic Associates, P.C.

Louise O. Slate, El
Water Resources Engineer
Mark A. Tayl r, PE
Project Manager
Enclosure
r w• Printed on recycled paper.
RECENT SITE HISTORY RELATIVE TO WATER QUALITY PERMITTING
Victory Junction Gang Camp
Level Cross, Randolph County, North Carolina
EcoLogic staff first visited the VJGC site in September 2001 to identify and delineate wetlands
on site. None were noted within the proposed impact areas. During a subsequent field visit in
October, Ecologic classified the streams within the impact area as important intermittent and
ephemeral. This work was done in preparation for seeking 404/401 permits.
On November 28, 2001, at the invitation of VJGC and EcoLogic Associates, staff from the US
Army Corps of Engineers, Raleigh Regulatory Field Office and NC Division of Water Quality,
Winston-Salem Regional Office visited the site to verify stream classifications prior to preparing
water quality permits. At that time, Todd Tugwell classified the streams in the impact area as
perennial and unimportant intermittent. The stream channels were dry during all our site visits
from September 2001 until January 9, 2002, which is the most recent site visit date.
Prior to the November site visit, some stumps were grubbed and erosion and sedimentation
control devices were installed causing impacts to the intermittent and ephemeral streams, hence,
the regulatory violations. The grading contractor, who was donating his services to the camp,
was unaware of potential permitting requirements for the on-site streams. He understood,
correctly, that the pond area contained no wetlands, but he was unaware of pending stream issues.
During site preparation, trees located within the proposed pond limit were cleared, but the
surrounding landscape was left natural to serve as a wooded buffer for the pond. Stumps were
grubbed in the upper six (6) feet of the pond so they would not interfere with boating activities.
The stumps were either piled and burned or pushed to a lower elevation to serve as fish habitat.
The cleared and grubbed upper elevations were seeded and now have a well-established, evenly
distributed grass cover. Below the grubbed area, vegetated, swales and temporary sediment traps
were installed to control erosion and sedimentation damage downstream of the proposed dam.
This work was required, permitted and approved by the NC Division of Land Quality, Winston-
Salem Regional Office.
1/21/02 EcoLogic Associates, P.C.
E=??c
January 23, 2001
John Thomas
Regulatory Specialist
USACE - Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
Ecologic Associates, P.C.
218-4 Swing Rd. • Greensboro, NC 27409
[phone] • Fax [phone]
www.ecologic-nc.com
RE: After-the-Fact Individual DA Permit - Victory Junction Gang Camp
Level Cross, Randolph County, North Carolina
Dear John:
As a follow-up to our on-site meeting this morning, the following information is submitted to
support the above referenced project and complete the individual permit application.
Property owners adjacent to Victory Junction Gang Camp:
Richard and Lynda Petty
514 Providence Church Road
Randleman, NC 27317
J. Garland and Mary Henley
5015 Fred Lineberry Road Ext.
Randleman, NC 27317
William Anderson
5467 Fred Lineberry Road
Randleman, NC 27317
R. S. Julian Heirs
5653 Fred Lineberry Road
Randleman, NC 27317
Danny Eugene and Chicthia Henley
5368 Fred Lineberry Road
Randleman, NC 27317
If you have questions or need further information, please call our office.
Respectfully,
EcoLogic Associates, P.C.
- O
Louise O. Slate, El
Water Resources Engineer
4.40 Printed on recycled paper.
P
ENTERPR/SES
January 14, 2001
To Whom It May Concern,
This will confirm that Brian Collier, Executive Director of the Victory Junction
Gang Camp, is hereby authorized to sign documents on my behalf required to
obtain the necessary permits for Victory Junction. This authorization specifically
includes documents related to land own by me, which borders the camp
property.
This authorization shall conti
RP/mjb
revoked by me in writing.
Petty Enterprises • 311 Branson Mill Road • Randleman, NC 27317
Main Office: Phone [phone] • Fax [phone] Marketing: Phone [phone] • Fax [phone]
www.pettyracing.com
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO. 0710-003
(33 CFR 325) Expires October 1996
Public reporting burden for this collection of information is estimated to average 5 hours per response, including the time for
reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and
reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service
Directorate of information Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302;
and to the Office of Management and Budget, Paperwork Reduction Project (0710-0003), Washington, DC 20503. Please DO
NOT RETURN your form to either of those addresses. Completed applications must be submitted to the district engineer
having jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10; 1413, Section 404. Principle Purpose: These laws require permits authorizing activities in,
or affecting, navigable waters of the United States, the discharge of dredged or fill material into waters of the United States,
and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information
provided on this form will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information
is voluntary. If information is not provided, however, the permit application cannot be processed nor can a permit be issued. .
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must
be attached to this application (see sample drawings and instructions) and be submitted to the • District Engineer having
jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned.
(ITEMS I THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
(ITEMS BELOW TO BE FILLED BY APPLICANT)
5. APPLICANT'S NAME Richard & Lynda Petty 8, AUTHORIZED AGENT'S NAME AND TITLE (an agent is not
n4
Brian Collier, CEO EcoLogic Associates, PC
Victory Junction Gang Camp, Inc. Louise Slate, EI
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
311 Branson Mill Road 218-4 Swing Road
Randleman, NC 27317 Greensboro, NC 27409
7. APPLICANT'S PHONE NOS. W/ AREA CODE 10. AGENT'S PHONE NOS. W/ AREA CODE
a. Residence a. Residence
b. Business b. Business
336-498-9055 336-855-8108
11. STATEMENT OF AUTHORIZATION
I hereby authorize, E c o L o c Associates to act in my behalf as my agent in the processing of this
pplemental informmation in support of this permit application.
L;M
DATE
URR-,/
NAME, LOCATION, AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Victory Junction Gang Camp
13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (if applicable)
UT to Polecat Creek 5343 Fred Lineberry Road
Randleman, NC 27317
15. LOCATION OF PROJECT
Randolph NC
COUNTY STATE
16. OTHER LOCATION DESCRIPTIONS, IF KNOWN, (see instructions)
Level Cross Township, Tax Parcel 7776190570
Randleman USGS quad sheet, south of latitude N 35 52' 00"
east
,
of longitude W 79 46' 30", north of Fred Lineberry Road (SR 2113)
and west of Polecat Creek -
17. DIRECTIONS TO THE SITE
From Raleigh, take I-40 W to Greensboro. Take Rte 220 South to
Level Cross exit. Turn left at top of offramp; turn right at
light onto Bus.220 South. Go approx. 1 mile. Turn left onto
Providence Church Road. Go 3 miles. Turn right onto Fred
Lineberry Road. After crossing bridge over Polecat Creek, site
is on the right at top of a small hill.
18. NATURE OF ACTIVITY (Description of project, include all features)
i
See attached sheet.
19. PROJECT PURPOSE (Describe the reason or purpose of the project, see instructions)
The existence of a lake is one of therequirements for all camps
modeled after Hole in the Wall Gang Camp. The lake will be stock
with bass and used primarily for recreational fishing and boating.
It will also serve as a visual amenity for the camp.
Dam construction is anticipated to begin in the Spring of 2002.
The camp will open in 2004.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. REASON(S) FOR DISCHARGE
Fill will be discharged to construct a dam. The dam will serve
to impound water and to provide access to the camp village.
A riprap energy dissipater will be located at the downstream
toe of the earth dam.
21. TYPE(S) OF MATERIAL BEING DISCHARGED AND THE AMOUNT OF EACH TYPE IN CUBIC YARDS
Approximately 13,500 CY of earth fill will be placed for dam
construction. Approximately 60 CY of rip rap will be placed
,for a dissipater below the dam.
22. SURFACE AREA IN ACRES OF WETLANDS OR OTHER WATERS TO BE FILLED (see instructions)
The dam and impoundment will affect 1,270 linear feet (lf) of
perennial stream, 1,160 if of intermittent stream, & 0.2 ac wetla
23. IS ANY PORTION OF THE WORK ALREADY COMPLETE? YES _? NO _ IF YES, DESCRIBE THE COMPLETED WORK
Trees have been cleared on the site of the proposed pond. Some
stumps have been grubbed and burned or pushed off; others are
still in place. Erosion and sedimentation control devices have
been installed and temporary groundcover has been established.
24. ADDRESSES OF ADJOINING PROPERTY OWNERS, LESSEES, ETC., WHOSE PROPERTY ADJOINS THE WATERBODY (If more than can be
entered here, please attach a supplemental list).
Richard and Lynda Petty
514 Providence Church Road
Randleman, NC 27317
25. LIST OF OTHER CERTIFICATIONS OR APPROVALS/DENIALS RECEIVED FROM OTHER FEDERAL, STATE OR LOCAL AGENCIES FOR
WORK DESCRIBED IN THIS APPLICATION.
AGENCY TYPE APPROVAL' II IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
Randolph County Special use permit Oct.30, 2001
NCDENR Land Quality
Erosion Control Sept. 28,2001
Dam Safety Classification Oct. 26, 2001
'Would include but is not restricted to zonin building and flood lain permits
ds.
Application is hereby made for a permit or permits to authorize the work described in this application. I hereby certify that the information in this
application is complete accurate. I further certify that I possess the authority to undertake the work described herein or em acting as the duly
authorized agent of cant.
0SIGNATI?URE OF APPLICANT DAT SIGNATURE OF AGENT DATE
? e.e/ l?rdG
The application be signed by the person who desires to undertake c proposed activity (applicant) or it may be signed by a duly authorized agent if the
statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States knowingly and
willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or fraudulent statements or representations
or makes or uses any false writing or document knowing same to contain any false, fictitious or fraudulent statements or entry, shall be fined not more than
S10.000 or imprisoned not more than five vears or both.
Victory Junction Gang Camp
Individual Permit Application
Block 18:
Nature of Activity
Victory Junction Gang Camp will provide camping experiences free of charge to 120
critically and chronically ill children in weeklong camp sessions in the summer months
and weekend retreats in the spring and fall months. The attached site map shows the
proposed camp layout.
The primary water feature at Victory Junction Gang Camp is a proposed 7.8-acre lake,
with a 75-acre drainage area. The proposed dam is to be constructed of compacted earth.
Dam dimensions are as follows: 34 feet from the top of the dam to the downstream toe of
the embankment; 2:1 slopes on upstream embankment, 3:1 slopes on downstream
embankment; crest width 40 feet, crest length approximately 280 feet. Campers will
access the camp village by a road on the downstream side of the dam core; emergency
vehicles will have access via a road along the dam crest.
A bridge and a culvert will be constructed for the main access drive, which runs north
along the west property boundary from Fred Lineberry Road. A boat dock and fishing
pavilion will be constructed on the east side of the lake, supported by piers and floats.
The only access to the lake for campers will be via the boat dock/fishing pavilion. A
wooded buffer, at least 100 feet wide in most places, will surround the remainder of the
lake except at the dam, bridge, and culvert crossings.
The lake will be stocked and used primarily for recreational fishing and boating. It will
also serve as a visual amenity for the camp. A littoral shelf will be constructed around
most of the lake on camp property to improve water safety, create shallow water habitat,
and increase aquatic biodiversity.
The footprint of the dam will impact approximately 230 feet of a perennial stream
channel (as defined by USACE staff on November 28, 2001). A riprap energy dissipater
will affect an estimated 50 feet of additional stream channel. Total impacts to
jurisdictional waters caused by dam construction and impounded water are 1,270 linear
feet of perennial stream channel, 1,160 linear feet of intermittent stream channel, and 0.2
acres of wetlands (as determined by Todd Tugwell of the USACE Raleigh Regulatory
Field Office on November 28, 2001).
1/21/2002 EcoLogic Associates
336-855-8108
Victory Junction Gang Camp
Individual Permit Application
Avoidance and Minimization:
The project architect, in preparing the master plan, studied several sites before laying out
the camp at its present location. Richard and Lynda Petty donated land for the camp to
Victory Junction Gang Camp, Inc. Originally, the pond was proposed to be located on a
significant perennial tributary to Polecat Creek (downstream of the current location). The
architect believed there would be significant environmental impacts caused by locating
the dam on this second-order stream, so he examined all available property for an
alternate site for the dam. The current location is the result of examining nearly 500
acres of Petty property in Randolph County.
The proposed dam and pond is located high in the watershed, below the confluence of
what water resources consultant EcoLogic Associates classified as an important
intermittent stream and an ephemeral stream. The hydrology at the dam site is so poor
that, according to feasibility studies by project consultants, supplementary water will be
required to fill the pond. The dam is located approximately 250 feet upstream of two
wetlands, one of which coincides with an old stone spring box that served as a water
supply for a farmhouse on the site. EcoLogic Associates believes the spring to be where
the perennial stream classification begins. This area, richest in biological diversity, will
be protected with a conservation easement below the dam.
The dam will provide access to the camp from the Welcome Pavilion on the west side of
the property. (see site plan.) The dam crest elevation ties into the natural grade on the
abutments to minimize road sag, thereby improving traffic safety across the structure.
The resulting impoundment at design normal pool (EL 696.0) has a surface area of 7.0
acres on camp property and 0.8 acres on Richard and Lynda Petty's adjacent property on
the west. A sensitivity analysis that related normal pool elevation to stream and wetland
impacts shoved that lowering the pond's water surface elevation 4 feet reduces surface
area by 29 percent but only reduces the impact to the important stream by 7 percent. If
the water level is reduced 8 feet, the lake's surface area is halved, but this only reduces
the impact to the important stream by 19 percent.
The lake has been designed to accommodate all of its proposed uses and ecological
functions. First, a littoral shelf will be incorporated around the majority of the lake on
camp property to create shallow water habitat and for safety purposes. Second, there
must be enough area on the lake for simultaneous use of the fishing pier and boating
activities. There will be several types of boats used on the lake, including a pontoon
boat. The pontoon boat, which allows wheelchair-bound campers access to recreational
opportunities on the lake, requires significant space to maneuver. Thus, the lake is sized
to accommodate the varied boating needs, the littoral shelf, and fishing activities.
Based on the process of site selection and master planning, designing to minimize stream
impacts, designing for safe access to the camp and multiple recreational uses including
fishing and boating for campers, and creating shallow water habitat, the camp has
maximized proposed benefits while minimizing environmental impacts.
1/21/2002 Ecologic Associates
336-855-8108
vic;h; -.l Ma.F

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VNE9ERRY RO. S.R.
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SrrE MAP

LOCATION YAP
62.188 ACRES
PKOP05ED MASTER PLAN
VICTORY JUNCTION GANG CAMP
LEVEL CROSS, NORTH CAROLINA

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3-D TopoQuads CopyrightW 1999 DeLOrme Tarmoutn, mL u4m sourceimm uaw I----19511 ft scale: i : Z4,Wu lletau: is-i Lmum: wts-44
STUDY REACH Summary Data
Stream Name: UT TO POLECAT'CREEK (UPPER CAPE FEAR RIVER BASIL" 1t'5W, :z: M.
Location: NORTH OF VICTORY JL?NCTLO' GANG CAM' P, RANDOLPH,COUNTY, NC
Date. 1/14!2002 5 ;`
Crew: ' Lot&se Slate, Ken Bridle, Kelly Brannon, Robert Conlcy
Stream Type:, 'B4cC4/1
Watershed Area: 1.5 sq."miles
Channel Dimensions
Rime
Ratio: Pool Width/Rime Width(Wp/Wr): 0.9
Ratio: Pool Area/Riffle Area(Ap/Ar): 2.1
Ratio: Max Pool Depth/Mean Bankfull Depth(dpmax/dbkf): 2.7
Ratio: Lowest Bank Height/Max Bankfull Depdohlow/dmbkf): 1.1
Stresmflow: Estimated Mean Velocity(u) @ Batrkfirll Stage: 3.9 ft./sec.
Streamflow: Estimated Discharge(Q) (d; Bankfiill Stage: 119 CFS
Max Pool Depth(dpmaxXfL): 3.4
Pcol Width(WPxlt.): 12.3
Pool X-Sect Area(ApXft.): 37.0
Channel Pattern
Meander Wavelength( Lm):
39.11 Radius of curvature(Rc):
Beltwidth(Wblt):
Meander Width Ratio(MWR-Wblt/Wbkt):
RATIO: Radius of CurvatureBankfull Width(Rc/Wbkf):
RATIO: Meander Wavelength/Bankfull Widih(Lm/Wbkf):
Mean Median Min Maz
fL
33.9 39.1 23.2 44.6 &
28 fL
2.00 _
2.42 2.79 1.66 3.18
0.00
Channel Profile Mean Median Min Ma:
Valley Slope: 0.0160 fL/ft
Water Surface Slope: 0.0096 fL/ft
Rime Slope:
Pool Slope:
Run Slope:
Glide Slope:
Rime Length:
Pool Length:
Run Length:
Glide Length:
Rime to Rime Spacing:
Pool to Pool Spacing:
Rime to Pool Spacing:
RATIO: Rime Slope/ Water Surface Slope:
RATIO: Pool Slope/Water Surface Slope:
RATIO: Run Slope(Water Surface Slope:
RA110: Glide Slope/ Water Surface Slope:
RA110: Max Rime DepdvNfean Bankfall Depth:
RATIO: MwLPool DepdVMean Bankfiill Depth:
RATIO: Max Run DepdvMean Bankfull Depth:
RATIO: Max Glide Depth/Mean Bankfull Depth:
RATIO: Rime LengthBankfull Width:
RATIO: Pool LengthBankfull Width:
RATIO: Run Length/Bankfi ll Width:
RA110: Glide LengthBankfull Width:
RATIO: Rime to Riffle Spacing/Bankfiill Width:
RATIO: Pool to Pool SpacinpJBankfull Width:
RATIO: Riffle to Pool Spacing/Bankfull Width:
Max. Riffle Depth(drmaxXfL.): 1.7
Rime wiath(Wrxft.): 14.0
Rime X-Sect. Area(Arxft^2): 17.6
Mean Bankfiill Depth(dmbkf): 1.3
Width/Depth ratio 11.1
Ratio: Max Pool Depth/Max. Rime Depth(dpmax/drmax): 2.0
0.0277 0.0210 0.0130 0.0560
0.0015 0.0010 0.0004 0.0030
0.0215 0.0170 0.0260

46.0 25.0 10.0 168.0
45.0 30.0 11.0 146.0
31.7 10.0 9.0 76.0

10340 81.0 24.0 302.0
10560 90.0 43.0 253.0

d16 - 1.9 D84: mm
d35 - 27 dmZ nun
d5o = 46 dmbkf/D84: E
d84 = 125 u/u* : Reference: Rosgen Reference Reach Field Book
d95 = 295 Mannirtgs n': "
Uft
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UT Polecat Creek study reach data.xls Summary Sheet EcoLogic Associates

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Velocity Comparison Form
Date I - Ito - o2- Team EcoLo,-; c..
Stream I?'T -I, pole?Q-t CA,g-g-(- Location V/ GC- &-e-c`?
k-S44. 9+85
Input Variables Output Variables
Bankfull Cross
Sectional Area (ABKF) ft2
i -7• G Bankfull Mean Depth
DBKF= (ABKF/WBKF) 1- 2-6 ft
Bankfull Width (WBKF) ft
I ?. D Wetted Perimeter (WP)
(-(2*DBKF)+WBKF) 15.0 ft
D84 1 ZO mm D84
(mm/304.8) ft
O. 3 °1
Bankfull Slope 0.01 ft/ft Hydraulic Radius (R)
(ABKFNVP) 1 17 ft
Gravity 32- 2 ft/s2 R/D84 (use D84 in FEM. 3-0 ft/ft
R/D84, u/u*, Mannings n
U/U* (using R/084: see Reference Reach Field Book: p188, River Field Book:p233) J?• Co /
ft/s
Mannings n: (Reference Reach Field Book: pl89, River Field Book:p236) o.0,I Z ftvB
Velocity: from Manning's equation: u=1.49R"'S12/n 3 ft/s 1
- -------J
-k
I u/u*=2.83+5.7log R/D84
uu"=(gRS)o.s O_(oo_ ?S 1
Velocity: u=u•(2.83+5.7logR/D84)
3.3 ft/s
Mannings n by Stream Type
Stream Type E,.
Mannings n: (Reference Reach Field Book: p187, River Field Book:p237) p, C?31 ft1J6
Velocity: from Manning's equation u=1.49R2"3S112/n - , ? _-- ft/sJ
Continuity Equation
QBKF (cfs) from regional curve or stream gage calibration 120
cfs
Velocity (u=Q/A or from stream gage hydraulic geometry) ft/s
Q = 89.39 (1.5)o.-tu3= IZo.C-PT
IP
W

Entrninmpnt Cglcvilatinn I:nrm
Stream: UT -to Polerctt Cv ee(,_ Reach: Res-l-arat,a.?-?
Date: (- l (, -o i Observers Ero Lob i c_ As so c .
Critical Dimensionless Shear Stress:
Tci = 0.0834(di/d50)-0.872
Value Variable Definition
1 p di (mm) D50 Bed Material (D50 from riffle pebble count)
I1 d50 (mm) Bar Sample D50 or Sub-pavement D50
LO_OZ? I Tc, Critical Dimensionless Shear Stress
Bankfull Mean Depth Required for Entrainment of Largest Particle in Bar Sample:
dr = (Tci*1.65*Di)ISe 1.65 =submerged specific weight of sediment
Value Variable Definition
O.OZ,..I., -cc, Critical Dimensionless Shear Stress
0.2-(* D, (feet) Largest particle from bar sample -19
0-01 S. (ft/ft) Existing Bankfull Water Surface Slope
I_p? I dr (ft) Bankfull Mean Depth Required .
ZI, de (ft) Existing Bankfull Mean Depth (from riffle cross section)
Circle: Stable (de/dr =1) Aggrading (d,/dr <1) De rading (d?/dr >1
Bankfull Water Surface Slope Required for Entrainment of Largest Particle in Bar Sample:
Sr = (Tci*1.65*Di)/de 1.65 = submerged specific weight of sediment
Value Variable Definition
0 .0 2 Tc, Critical Dimensionless Shear Stress
0 _ Z(o Di (feet) Largest particle from bar sample
L Zro
J de (ft) Existing Bankfull Mean Depth (from riffle cross section)
0.003 I Sr (eft) Bankfull Water Surface Slope Required
Circle: Stable (Se/Sr=1) Aggrading (S,/Sr <1) Degrading (S./Sr>1)
Sediment Transport Validation
Largest Particle in Bar Sample Di (mm)
Bankfull Shear Stress T,=yRS (lb/ft2) (66.4-)((.1-7) (0 .01) -'13
Moveable particle size (mm) at bankfull shear stress (predicted by the Shields Diagram: Blue
.c„ field book:p238, Red field book: p190)
Predicted shear stress required to initiate movement of D, (mm) (see Shields Diagram: Blue
field book:p238, Red field book: p190)
Documents/Class Files/RAM/Forms/RAM Forms.xls is Wildland Hydrology 9/00
Victory Junction Gang Camp Stream Mitigation
UT to Polecat Creek Morphological Data
Reference Reference
Existing } Mitchell
CLASSIFICATION DATA Channel River it ft.'M
"
Channel; poC
Channel
Rosgen Stream Type C4/1; 134c 134c C4 B4c C4/1
Drainage Area (sq mi) 1.5 6.5 5.35 1.5 1.5
Bankfull Width (WbId) (ft) 14 32.1 32 17.5 19
Bankfull Mean Depth (dbW) (ft) 1.3 2.1 2.1 1.1 1.2
Bankfull Cross Sectional Area (Abw) (sf) 17.6 65.6 65.6 19.3 23.6
Width/Depth ratio (Wba/dbkf) 11.1 15.3 15.6 15.9 15.3
Maximum depth (dmbkf) (ft) 1.7 6.2 3.1 1.7 1.7
Width of flood prone area (Wfp.) (ft) 24 44.1 150 30 50
Entrenchment ratio (ER) 1.7 1.4 4.7 1.7 2.6
Water surface. slope (S) (ft/ft) 0.010 0.010 0.011 0.010 0.010
Sinuosity stream len valle length) K 1.1
DIMENSION DATA
Pool Depth (ft) 3.0 2.7 2.4 2.8 3.1
Riffle Depth (ft) 1.3 2.1 2.1 1.1 1.2
Pool Width (ft) 12.3 27.3 23.5 24.5 26.6
Riffle Width (ft) 14 32.1 32 17.5 19
Pool XS Area (sf) 37.0 72.5 56.4 67.4 82.5
Riffle XS area (sf) 17.6 65.6 65.6 19.3 23.6
Pool depth/mean riffle depth 2.4 1.3 1.2 2.5 2.5
Pool width/riffle width 0.9 0.9 0.7 1.4 1.4
Pool area/riffle area 2.1 1.1 0.9 3.5 3.5
Max pool depth/dbW 2.7 1.5 2.4 2.8 2.8
Low bankheight/max bankfull depth 1.4-1.8 1.1 1 1
Mean bankfull velocity (V) (fps) 6.8 5.2 4.6 6.2 5.1
Bankfull discharge Q cfs 119 344 300 119 119
PATTERN DATA
Meander length (Lm) (ft) 551 339 195 210
Radius of curvature (Rc) (ft) 39.1 94.5 20.4 44 50
Bett width (Wb? (ft) 29 120 50
Meander width ratio (Wbn/Wbld) 6.0 3.7 1.6 0.0 0.0
Radius of curvature/bankfull width 2.8 2.9 0.6 2.5 2.6
Meander len ankfull width 0.0 17.2 10.6 11.1 11.1
PROFILE DATA
Valley slope 0.016 0.009 0.016 0.016
Average water surface slope 0.010 0.010 0.011 0.010 0.010
Riffle slope 0.027 0.025 0.034 0.02
Pool slope 0.001 0.001 0.002 0.002
Pool to pool spacing 105 110.5 66.2 70 114
Pool length 30 45.2 26.5
Riffle slope/avg water surface slope 2.8 2.58 3.24 0 2.1
Pool slope/avg water surface slope 0.1 0.11 0.17 0 0.20
Run slope/avg water surface slope 0.26 0.54 1.31 0.6
Run depth/dbkf 4.3 2
Pool length/bankfull width 2.1 1.41 0.83 0.00 0.00
Pool to pool s acin ankfull width 7.5 3.4 2.1 4.0 6.0
CHANNEL MATERIALS
D16 1.9 3 1.8 1.9 1.9
D35 27 21 4.2 27 27
D50 46 40 12 46 46
D84 125 210 31 125 125
D95 295 bedrock 126 295 295
1121/2002 Ecologic Associates
REFERENCE REACH Summary Data
Stream Name' ,J,- BENT CREEK(FRENCH BROAD RIVER BASIN)
Location UPSTREAM OF LAKE POWEATAN, PISGAH NATIONAL FOREST, BUNCOMBE` COUNTY, NC"
Date:.i12f1812001
Mark Taylor, Kelly Brannon `
Crew: Louise State, Ken Bridle,
Stream Type: C4
Watershed Areas 5.35 miles
Channel Dimensions
Mean Bankfull Depth(dmblcf): 1.7
Riffle M Ratio: Pool Width/Riffle Width(Wp/Wr): 0.6

Ratio: Pool Area/Riffle Area(Ap/Ar): 0.9
Ratio: Max Pool Depth/Mean Banidull Depth(dpmax/dbkt): 3.0
Ratio: Lowest Bank Height/Max. Bankfull Depth(Bhlow/dmbld): 1.1
Streamflow: Estimated Mean Velocity(u) (a} Bankfull Stage: 5.8 ft./sec.
Streamflow: Estimated Discharge([) (d) BwddWl Stage: 360 CFS
Channel Pattern Mean Median Min Max
Meander Wavelength( L: 76.0 108.0 ff.
Radius of Cutvature(Z IF- 20 92.0.4 20.4 17.6 23.1 ft.
Beltwidth(Wblt): 28 ft.
Meander WidthRatio(MWR°Wblt/Wbkf): 0.76 2.05 2.92
RATIO: Radius of CurvatureBankfull Width(Rc/Wbkl): 0.55 0.55 0.48 0.62
RATIO: Meander WavelengthBankfUll Width(Lm/Wbkf): 2.49
Channel Profile
Valley Slope: 0.0225 ft./R
Water Surface Slope: 0.0105 ft./ft
Riffle Slope:
Pool Slope:
Run Slope:
Glide Slope:
Riffle Length:
Pool Length:
Run Length:
Glide Length:
Riffle to Riffle Spacing:
Pool to Pool Spacing:
Riffle to Pool Spacing:
RATIO: Riffle Slope/ Water Surface Slope:
RATIO: Pool Slope/Water Surface Slope:
RATIO: Run Slope(Water Surface Slope:
RA110: Glide Slope/ Water Surface Slope:
RATIO: Max Riffle Depth/Mean Bankfull Depth:
RATIO: MaxPool Depth/Mean Bankfull Depth:
RATIO: Max Run DepdvMean Bankfull Depth:
RATIO: Max Glide Depth/Mean Bankfiill Depth:
RATIO: Riffle Length/Bankfull Width:
RATIO: Pool LengthBankfiill Width:
RATIO: Run LengthBankfull Width:
RATIO: Glide LengthBankfull Width:
RATIO: Riffle to Riffle Spacing/Bankfull Width:
RATIO: Pool to Pool Spacing/Bankfull Width:
RATIO: Riffle to Pool SpacingSankfull Width:
Max Pool Depth(dpmaxxff ): 5.0
Paol Width(Wpxff.): 23.4
Pool X-Sect. Area(Apxft.): 55.9
0.0340 0.0286 0.0107 0.0680
0.0018 0.0010 0.0003 0.0040
0.0138 0.0141 0.0100 0.0169
0.0056 0.0060 0.0000 0.0111
15.0 15.0 10.0 19.0
26.5 16.5 12.0 70.0
13.8 12.0 7.0 26.0
14.5 16.0 7.0 21.0
65.8 64.0 32.0 121.0
66.2 63.0 51.0 99.0
36.0 30.0 17.0 63.0
3.24 2.72 1.02 6.48
0.17 0.10 0.03 0.38
1.32 1.35 0.95 1.61
0.53 0.57 0.00 1.06
1.81
2.98
n/a
n/a
0.41 0.41 0.27 0.51
0.72 0.45 0.32 1.89
0.37 0.32 0.19 0.70
0.39 0.43 0.19 0.57
1.78 1.73 0.86 3.27
1.79 1.70 1.38 2.68
D84: 32 mm
dmbkf: 509 mm
dmbkf/D84: 15.91
u/u• : 9.5 Reference: Rosgen Reference Reach Field Book
Maraungs'n': 0.029 "
Max Riffle ==&L) : 3.0
Ri): 37.0
Riffle X-Sect. Area(Arxft^2): 61.8
Width/Depth ratio 22.2
Ratio: Max Pool Depth/Max Riffle Depth(dpmax/drmax): 1.6
ft./ft
ft./ft
R./ft
ft./ft
ft.
ff.
ft.
Bent Creek data.xis Summary Sheet EcoLogic Associates
REFERENCE REACH Summary Data
Channel Dimensions
Max Riffle Depth(drmax)( L,*
Riffle Width(Wr)(ft.):
Rifle X-Sect. Area(ArxftA2):
Riffle Mean Bankfull Depth(dmbkf):
Mean Median Min Max
6.2 5.9 6.5
32.1 29.20 35.0
M 65.6 . 62.51 68.8
2.1 2.0 2.1
.64 15.64 14.86 16.35
Ratio: Max Pool Depth/Max. Riffle Depth(dpmax/drmax):
Ratio: Pool Width/Riffle Width(Wp(Wr):
Ratio: Pool Area/Riffle Area(Ap/Ar):
Ratio: Max Pool Depd Mean Bankfull Depth(dpmax/dbkf):
Ratio: Lowest Bank Height/Mam Bankfuull Depth(Bhlow/dmbkf):
Streamflow: Estimated Mean Velocity(u) @ Banldull Stage:
Streamflow: Estimated Discharge(t) @ Bankfull Stage:
Mean
Max Pool Depth(dpmaxxft ): 4.4
Pool Width(Wpxft ): 27.3
Pool X-Sect. Area(Apxft.): 72.5
Channel Pattern Mean Median Min Max
Meander Wavelength(I m): 551 ft
Radius of Curvature(R-): 121.1 94.5 _
71.2 224.2 ft.
Beltwidth(Wblt): 120 fl.

Meander Width Ratio(MWR=WbIt/Wbkf):
= 3.74
RATIO: Radius of Curvature/Bankfull Width(R
kf): 3.77 2.94 2.22 6.98
RATIO: Meander WavelengthBanldull Width(Lnv Wbkf): 17.17

Channel Profile Mean Median Min Max
Valley Slope: 0.0089 ft./ft
Water Surface Slope: 0.0095 ft./ft
Riffle Slope:
Pool Slope:
Run Slope:
Glide Slope:
Riffle Length:
Pool Length:
Run Length:
Glide Length:
Riffle to Riffle Spacing:
Pool to Pool Spacing:
Riffle to Pool Spacing:
RATIO: Riffle Slope/ Water Surface Slope:
RATIO: Pool Slope/Water Surface Slope:
RATIO: Run Slope(Water Surface Slope:
RATIO: Glide Slope/ Water Surface Slope:
RATIO: Max Riffle Depth/Mean Banklidl Depth:
RATIO: Max.Pool Depth/Mean Bankfull Depth:
RATIO: Max Run Depil?Mean Banldull Depth:
RATIO: Max Glide DepdvMean Bankfill Depth:
RATIO: Riffle Leng"anldull Width:
RATIO: Pool LengthBankfull Width:
RATIO: Run LengthBankfull Width:
RATIO: Glide Length/Bankfiill Width:
RATIO: Riffle to Riffle SpaeingBankfull Width:
RATIO: Pool to Pool Spacing/Bankfull Width:
RATIO: Riffle to Pool SpacingBanlffull Width:
0.0245 0.0226 0.01 0.0395
0.0010 0.0000 0.0000 0.0040
0.0045 0.0051 0.000 0.0085
0.0034 0.0038 0.00 0.0083
39.4 38.3 1.0 77.0
45.2 46.5 35.0 69.0
38.9 37.0 11.5
27.4 29.0 12.0
108.7 117.3 30.0 V

1253
110.5
59.8 234
44.0 11.5 ft./ft
ft./ft
fl./ft
it/ft
ft.
ft.
ft.
ft.
I
ft.
ft.
2.58 2.38 1.56 4.15
0.11 0.00 0.00 0.42
0.47 0.53 0.00 0.89
0.36 0.39 0.00 0.88
3.02 3.02 2.87 3.17
15.64 15.64 14.23 17.05
n/a
n/a
1.19 0.03 2.40
1.45 1.09 2.15
1.15 0.36 2.21
1 0.90 0.37 1.25
3.65 0.93 6.87
.90 3.44 1.86 7.29
1.37 0.36 2.62
DClinton Surveys(complete).)ds: Mitchell(complete) Printed: 1/22/2002
L -
MAR 7 2002
C)Z-?J-2
® North Carolina Wildlife Resources Commission 9 MEMORANDUM Charles R. Fullwood, Executive Director
TO: Melba McGee
of Legislative Intergovernmental Affairs
?--
FROM: Danielle R. Pen er, Piedmont Region Coordinator
Habitat Conservation Program
DATE: 5 March 2002
SUBJECT: Public Notice for Richard and Lynda Petty, Victory Junction Gang Camp, Inc. for
a camp facility for critically and chronically ill children, Randolph County, North
Carolina. Action ID No. 200220199
Biologists with the North Carolina Wildlife Resources Commission (NCWRC) have
reviewed the subject document. A site visit was conducted by NCWRC biologists on 25
February 2002 to further assess impacts to fish and wildlife resources. Our comments are
provided in accordance with provisions of the Clean Water Act of 1977 (as amended), the Fish
and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d), and North
Carolina General Statutes (G.S. 113-131 et seq.).
Prior to our site visit, significant impacts had already occurred within the associated
stream channels and wetlands. The applicant has agreed to postpone any further work within
jurisdictional waters until all applicable permits are issued. The applicant proposes to discharge
fill material into 280 linear feet (If) of perennial stream channel for dam construction associated
with a 7.8 acre impoundment to be utilized for camp fishing and boating activities, which will
provide free of charge camping experiences for critically and chronically ill children.
Additionally 1,2701f of perennial stream channel, 1,160 if of intermittent stream channel, and
0.2 acres of wetlands will be flooded by the 7.8-acre impoundment. All impacted water bodies
flow into Polecat Creek, a tributary of the Deep River. There are records for the existence of
federal and state listed species in the Deep River, including the federally and state endangered
Cape Fear shiner (Notropis mekistocholas) and the federal species of concern and state
threatened yellow lampmussel (Lampsilis cariosa).
The applicant provided an application supplement, which included three alternative
analyses that illustrated avoidance and minimization of impacts. In addition, the applicant
submitted a proposed mitigation plan that would restore approximately 1,600 if of stream
channel along Polecat creek downstream of the proposed lake. Stream restoration would occur
approximately 50 yards upstream of the confluence of the impacted streams and Polecat Creek
on the adjacent property. The applicant indicated that the restored stream and the riparian area
would be placed in a permanent deed for use by the camp. The applicant also indicated that the
unnamed tributary flowing from the dam to Polecat Creek would remain unaltered and impacts
along the adjacent proposed impoundment shoreline would remain as natural as possible. We
are pleased that the applicant plans to incorporate a littoral shelf along the proposed shoreline.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Center • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 • Fax: [phone]
Page 2
5 March 2002
Victory Junction Gang Camp
Action ID No. 200220199
This littoral shelf should provide increased areas for uptake of nutrients by plants, as well as
provide additional fish and wildlife habitat.
We are concerned with the permanent impacts to jurisdictional streams and wetlands.
Our preference would be that the streams and associated wetlands on the project site not be
impounded. Streams provide important habitat and have inherent aesthetic, recreational, and
educational value. Impounding these aquatic resources will remove their natural functionality
and will likely result in vegetation shifts and water quality modification with concomitant
changes in wildlife and fish species compositions. However, we do not object to the proposed
project provided that the following conditions are incorporated into the permit to reduce impacts
to fish and wildlife resources. In our opinion, given the location of the proposed lake and the
location of the known occupied habitat of the Cape Fear shiner, yellow lampmussel, and other
rare mussel species in the Deep River, and provided that the following conditions are
incorporated, impacts to these rare species should be minimized.
1. Stream impacts total 2,4301f, yet proposed mitigation totals 1,600 if. Perennial and
intermittent streams are obviously interconnected, and headwater streams can
significantly reduce nutrient export to rivers (Peterson et al. 2001), and therefore, are
instrumental in protecting downstream water quality. We request that the applicant be
required to fully mitigate for total stream impacts due to the significant effects that will
result in the aquatic and terrestrial community.
2. We have concerns about the effects on downstream flows and aquatic habitat. We
recommend that flow releases maintain the natural, instream flow volumes downstream
of the dam.
3. Remaining wetlands and streams on the site should be protected from additional impacts
by placing them in a permanent conservation easement to prohibit filling, draining,
flooding, and excavation.
4. We recommend a minimum 100-foot undisturbed, forested buffer along the lake. A
minimum 100-foot undisturbed, forested buffer should be maintained along all perennial
streams, and a minimum 50-foot forested buffer should be maintained along all
intermittent streams and wetland within the project area. Maintaining undisturbed,
forested buffers along these areas will reduce impacts to fish and wildlife resources,
water quality, aquatic habitat both within and downstream of the project area, and help
prevent the extirpation of endangered and threatened species. In addition, wide riparian
buffers are helpful in maintaining stability of stream banks and for treatment of pollutants
associated with urban stormwater.
5. We recommend that the stream restoration process involve restoring as much of the
natural geomorphic dimension, pattern, and profile of the stream as possible and that
bioengineering methods are utilized.
6. Trails constructed of natural material are preferred. No new hardened surfaces should be
added except where such surfaces are needed to prevent an adverse environmental impact
(e.g., erosion) that cannot be corrected by more environmentally friendly means. Bark
mulches and other porous natural materials are preferred for erosion control.
Page 3
5 March 2002
Victory Junction Gang Camp
Action ID No. 200220199
7. Grassed swales should be used instead of curb and gutter for conveyance, and water from
parking lots and buildings should be sheet flowed into grassed swales or routed to bio-
retention areas, also referred to as rain gardens. If parking lots are to be landscaped, we
request these be designed as bio-retention areas instead of raised islands. We encourage
the applicant to consider the use of porous pavement materials instead of asphalt for
parking areas and the access roads. These materials would further encourage infiltration
of storm water. Stormwater ponds could be developed as wet detention ponds or as rain
garden ponds without having to dam the wetland.and stream. If stormwater ponds are
required and approved, trees and shrubs should be planted around and on the upper third
of the detention structure, excluding the dam. They should provide habitat benefits that
could offset those functions lost by development, partially restore aquatic habitats, reduce
exposure of the water surface to sunlight thereby minimizing thermal pollution, and
provide essential summer and winter habitats.
8. If the site will be landscaped, we recommend that it be accomplished with native species
that provide food and nesting sites for urban wildlife. Using native species instead of
ornamentals should also provide benefits by reducing the need for fertilizers, herbicides,
and pesticides. Additionally, native species should require less water.
9. Concrete is toxic to aquatic life and should not be allowed to come in contact with
surface waters until cured.
10. Locate sewers and other utilities as far away from creeks as functionally possible and
minimize stream crossings. It is preferable that sewers be located outside the riparian
buffers.
Thank you for the opportunity to comment on this project. If we can provide further
assistance, please contact our office at [phone].
Literature Cited:
Peterson, B.J., and fourteen co-authors. 2001. Control of nitrogen export from watersheds by
headwater streams. Science 292:86-90.
cc: John Thomas, USACOE
John Dorney, DWQ
Howard Hall, USFWS
Kathy Matthews, EPA
WT/drp
Update on Individual Permit, Victory Junction Gang Camp
Subject: Update on Individual Permit, Victory Junction Gang Camp
Date: Wed, 13 Mar 2002 16:28:40 -0500
From: "louise_slate" <[e-mail]>
To: "Cyndi Karoly <[e-mail]>
CC: "Todd St John" <[e-mail]>
Dear Cyndi,
The public comment period for the above referenced project (Action ID No. 20020199, Randleman, Randolph
County) ended on Monday, March 11, 2002. John Thomas indicated via telephone this afternoon that comments
were received from the Wildlife Resources Commission and the Fish and Wildlife Service. No other comments were
received. To date, our office has not received copies of these comments.
At the most recent Piedmont Land Conservancy meeting, the board voted to accept a conservation easement on that
site to protect downstream of the proposed dam and the proposed restoration reach in perpetuity.
Please let our office know the status of that job in your office. If you need any additional information, contact us at
your earliest convenience.
Sincerely,
Louise Slate
Louise Slate, El
Ecologic Associates, PC
218-4 Swing Road
Greensboro, NC 27409
336-855-8108
336-855-7688 fax
1 of 1 3/13/02 4:45 PM
Victory Junction Gang Camp Randolph County
Contacts: Brian Collier, CEO Victory Junction Gang Camp
DWQ Staff:
USACE:
Dean Spinks, Architect/Board Member VJGC
Richard and Lynda Petty
Kyle Petty, Registered Agent for VJGC
Mark Taylor, Ecologic Assoc.
Louise Slate
Ken Bridle
Dean Hardister, GeoScience Group, Inc.
3. Frye
Todd St. John
336-431-8411
336-855-8108
John Thomas/Todd Tugwell 919-876-8441, ext. 25/26
Status as of January 16, 2002:
Violation occurred on two land tracts - one owned by VJGC and the other owned by Richard and
Lynda Petty. .
NOV sent to all landowners on December 13, 2001. Response received December 27, 2001.
They plan to move forward with their plans to apply for an Individual Permit/Certification for
creating a 10-acre lake, road crossings and tunnel. Central Office (Todd, Dave, Danny, Cyndi)
staff need to be aware of this in-coming application/public notice and the fact that this site is
currently in violation of several WQ standards/regulations).
Todd St. John performed site visit on January 9, 2001 for the purpose of evaluating potential
mitigation sites.
DWQ will require mitigation for the dam fill/road crossing/tunnel combination (>150 LF).
If Permit/Certification is denied, all impacted stream length and wetland acreage must be
restored to Division satisfaction.

ECOLOGIC
Ecologic Associates, P.C.
218-4 Swing Rd. • Greensboro, NC 27409
[phone] - Fax [phone]
www.ecologic-nc.com
February 13, 2002
John Thomas FEB, I z
Regulatory Specialist
USACE - Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
RE: Supplement to Individual DA Permit - Victory Junction Gang Camp
Level Cross, Randolph County, North Carolina
Action ID No. 20020199
Dear John:
The following information is submitted as a supplement to the above referenced Individual
Permit application. The supplement's purpose is to clarify the purpose and need of the proposed
lake and expound upon avoidance and minimization considerations. Please distribute the
supplement to all reviewing agencies other than those listed below. Also enclosed are a CD with
digital photos and a photograph list describing the stream to be restored to satisfy mitigation
requirements. The last enclosure is a letter to the Department of. Cultural Resources, dated
January 22, 2002, requesting archeological or historical information relative to this site.
If you have questions or need further information, please call our office.
Respectfully,
EcoLogic Associates, P.C.

Louise O. Slate, El
Water Resources Engineer

Mark A. Taylor, PE
Project Manager
Enclosures
Cc: Brian Collier, CEO, Victory Junction Gang Camp, Inc.
Dean Spinks, Board Member, Victory Junction Gang Camp, Inc.
giniNifte
Jennifer Frye, NC DENR - Division of Water Quality, Winston-Salem Office
0 Printed on recycled paper.
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NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
THIS CERTIFICATION is issued in conformity with the requirements of Section 401 Public Laws 92-500
and 95-217 of the United States and subject to the North Carolina Division of Water Quality (DWQ)
Regulations in 15 NCAC 2H, Section .0500 to Richard and Lynda Petty, resulting in the discharge of fill into 0.2
acre of wetlands, the discharge of fill into 280 linear feet of Polecat Creek, and flooding of 2,150 linear feet of
Polecat Creek associated with the proposed construction of the Victory Junction Gang Camp in Randolph
County, North Carolina, pursuant to an application filed on 8th day of February of 2002.
The application provides adequate assurance that the fill and flooding of waters of the Polecat Creek in
conjunction with the proposed work will not result in a violation of applicable Water Quality Standards and
discharge guidelines. Therefore, the State of North Carolina certifies that this activity will not violate the
applicable portions of Sections 301, 302, 303, 306, 307 of PL 92-500 and PL 95-217 if conducted in accordance
with the application and conditions hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application and as
described in the Public Notice. If you change your project, you must notify us and send us a new application
for a new certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. Should wetland or stream fill be
requested in the futu-re, additional compensatory-mitigation may be required as described in 15A NCAC 2H
.0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed below. In addition, you
should get any other federal, state or local permits before you go ahead with your project including (but not
limited to) Solid Waste, Sediment and Erosion control, Non-discharge and Water Supply Watershed
regulations.
Conditions of Certification:
1. That the activity be conducted in such manner as to prevent significant increase in turbidity outside the
area of construction or construction related discharge (50 NTU's in streams and rivers not designated
as trout waters by DWQ; 25 NTU's in all saltwater classes, and all lakes and reservoirs; 10 NTU's in
trout waters);
2. All temporary fill shall be removed to the original grade after construction is complete and the site shall
be stabilized to prevent erosion;
3. In accordance with 15A NCAC 2H -0506 (h) compensatory mitigation is required for stream impacts.
280 linear feet of perennial stream mitigation is required at a 1:1 ratio. Plans and specifications for the
stream channel enhancement or restoration shall be submitted to and approved in writing by this
Office before impacts assockated with the dam construction occur. The stream mitigation shall be
designed according to the guidance provided in NC DENR's The Internal Technical Guide for Stream
Work in North Carolina, April 2001 and The Interim, Internal Stream Mitigation and Macroinvertebrate
Monitoring Policy which can be found at http:Hh2o.ehnr.state.nc.us/ncwetlands/restore.htmi. The
stream mitigation shall be built according to the approved plans before any permanent building on the
site is occupied. If the stmern mitigation becomes unstable, the stream shall be repaired or stabilized
using only natural channel design techniques. Rip rap and other hard structures may only be used as
temporary repairs if required by the Division of Land Resources or Delegated Local Program.
Additionally, all repair desigins nn.rst be submitted to and receive written approval from this Office
before the repair work is`perfomned. The stream mitigation shall be preserved in perpetuity through an
easement or some other Iegafly biirr"mechanism. The above easement or other legally binding
mechanism must be in place before any permanent building associated with the project is occupied;
4. Waste or borrow shall not be located in streams or wetlands;
5. The enclosed "Certification of Complefion Form" is to be used to notify DWQ when all work included in
the 401 Certification has been completed.
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Violations of any condition herein set forth shall result in revocation of this Certification and may result in
criminal and/or civil penalties. This Certification shall expire on 14 March 2004.
If this Certification is'unacceptable to you have the right to an adjudicatory hearing upon written request
within sixty (60) days following receipt of this Certification. This request must be in the form of a written petition
conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. If modifications are made to an original
Certification, you have the right to an adjudicatory hearing on the modifications upon written request within
sixty (60) days following receipt of the Certification. Unless such demands are made, this Certification shall be
final and binding.
This the 14th day of March 2002
DIVISION OF WATER QUALITY
W QC # 3347
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ECOLOGIC
Ecologic Associates, P.C.
218-4 Swing Rd. • Greensboro, NC 27409
[phone] - Fax [phone]
www.ecologic-nc.com
February 13, 2002
John Thomas
Regulatory Specialist
USACE - Raleigh Regulatory Field Office
6508 Falls of Neuse Road, Suite 120
Raleigh, North Carolina 27615
F: 1
RE: Supplement to Individual DA Permit - Victory Junction Gang Camp
Level Cross, Randolph County, North Carolina
Action ID No. 20020199
Dear John:
The following information is submitted as a supplement to the above referenced Individual
Permit application. The supplement's purpose is to clarify the purpose and need of the proposed
lake and expound upon avoidance and minimization considerations. Please distribute the
supplement to all reviewing agencies other than those listed below. Also enclosed are a CD with
digital photos and a photograph list describing the stream to be restored to satisfy mitigation
requirements. The last enclosure is a letter to the Department of Cultural Resources, dated
January 22, 2002, requesting archeological or historical information relative to this. site.
If you have questions or need further information, please call our office.
Respectfully,
EcoLogic Associates, P.C.

Louise O. Slate, EI
Water Resources Engineer

Mark A. Taylor, PE
Project Manager
Enclosures
Cc: Brian Collier, CEO, Victory Junction Gang Camp, Inc.
Dean Spinks, Board Member, Victory Junction Gang Camp, Inc.
Jennifer Frye, NC DENR - Division of Water Quality, Winston-Salem Office
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