20021137 Ver 1_COMPLETE FILE_20020718

C?A
r
>_ y
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 12, 2003
Mr. Bill Newton
Guilford Technical Community College
PO Box 309
Jamestown, NC 27282
Dear Mr. Newton:
Subject: GTCC Stormwater Wetlands
DWO Project No. 021137
Guilford County
This Office is in receipt of the plans dated February 21, 2003, April 8, 2003 and April 30, 2003 for the
stormwater wetlands at the subject facility prepared on your behalf by Moser Mayer Phoenix Associates and
submitted to the Division on May 8, 2003. Staff from the Wetlands Unit reviewed the plans and found them
acceptable. 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].
R. D rney
nds Unit Su rv' or
cc: Winston-Salem Regional Office
Monte Moreschi, Moser Mayer Phoenix, 328 East Market Street, Suite 200, Greensboro, NC 27401
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/
LETTER OF TRANSMITTAL
MOSER
MAY R.
PHOE IX
ASSOCIATES, PA
PPRO?4U
date: May 6, 2003 job #: 02-100&00-170.02
to: Mr. Todd St. John
company: DWQ
address: 1621 Mail Service Center
Raleigh, North Carolina 27699
re: GTCC - Greensboro Campus, Stormwater Pond
We are sending you: ® Attached
? Shop Drawings
? Copy of Letter
? Under separate cover via .
® Prints ® Plans
? Change Order ?
the.following items:
? Samples ? Specifications
C O M P L E T E
F A C I LITI,ES
S O L U T 1 O N S
3 2 8 E a Is t
Market S t r et
S u i t e 2 0
Greensboro
North Carolina
2 7 4 0 1
P 336.373.91800
F 336.373.0077
Copies Date No. Description
1 4/30/03 Drawing L 1.1 & L 1.2
1 4/23/03 Wetland Extended Detention Basin Operation and Maintenance
Agreement
1 5/6/03 Cover Letter

These are transmitted: ? For your approval ? Approved as submitted ? Resubmit copies for approval
® For your use ? Approved as noted ? Submit copies for distribution
? As requested ? Returned.for corrections ? Return corrected prints
? For review and comment ?
? FOR BIDS DUE ? PRINTS RETURNED AFTER LOAN TO US
Remarks:
Copy to: File
Signed: < l
If enclosures are not as noted, kindly notify us at once: -?
*VNDS/401 GRQUp
MAY 11 8 no
MTEAQUAL"SSMO
N

May 6, 2003
NCDENR WETLANDS/401 GROUP
Division of Water Quality MAY
dl
Attention: Mr. Todd St. John 200;3
1621 Mail Service Center
Raleigh, North Carolina 27699 NTERQUALITYSEC-qON
Re: GTCC - Greensboro Campus Stormwater Management Plan
MMPA Project # 02100.00 & 00170.02
DWQ Project # 02-1137
Dear Mr. Todd St. John:
This letter and the attachments are the requested updates for Stormwater
Management Ponds at the GTCC - Greensboro Campus. We have updated drawings
Ll.l and L1.2 to reflect the use of Waterweed in the Low March area instead of
Cattails. We have also attached the completed Wetland Extended Detention Basin
Operation and Maintenance Agreement, which replaces the original in Appendix 7 of
the original report.
We also checked the stormwater pond surface area as requested. The reported
surface area of the permanent pool of forty thousand seven hundred thirty-one
(40,731) square feet in the original report is correct.
We hope the provided information helps complete your file for approval of the
stormwater management pond on the GTCC - Greensboro Campus. If there are any
questions or additional information required for the stormwater review, please
contact Monte Moreschi at 336-373-9800 extension 249.
Sincerely,
MOSER MAYER PHOENIX ASSOCIATES, PA
//%17j
Monte J. Moreschi
MJM
Enclosures
t***3*
MOSER
MAYER
PHOENIX
ASSOCIATES, PA
C O M P L E T E
F A C I L I T I E S
S O L U T 1 0 N S
Architecture
Engineering
Interior Design
Project Feasibility
& Planning
Project Financial
Modeling
Owner
Representative
Prototype
Development
3 1 8 E a s t
Market Street
S u i t o 1 0 0
Greensboro
North Carolina'
1 7 4 0 1
P 336.373.9800'.
F 336.373.0077
www.mmpa.coin
Appendix 7

WETLAND EXTENDED DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wetland extended detention basin system is defined as the wetland extended detention basin,
pretreatment including forebays.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wetland extended detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wetland extended detention basin system semi-annually or when
depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wetland extended detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 1.00 foot in the main pond, the sediment shall be removed.
For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.
When the permanent pool depth reads 3.75 feet in the forebay and / or micro-pool, the sediment shall be
removed. j
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 763.00
Sediment moval El. 759.25 75%
------------------ Sediment Removal Elevation 761.87 75%
Bottom E vation 758.00 /25% -----------------------------------------------1,------i
FOREBAY
MAIN POND
Page I of 2
04/15/2003 09:48 FAX [phone] MMPA 0003
5. Remove cattails and other indigenous wetland plants when they cover 5000 of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
_ For wetlands.: Wetland planting densities in the marsh areas should be maintained by replanting bare
areas as needed. Wetland plants should be encouraged to grow in the marsh areas.
8. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
. through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wetland extended detention basin system shall be maintained in good working
order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above, - I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:_ Donald W Campy n
President
Address: 601 Hiah_ Point Road _ Tamest-awn, N(' 9.7__2a2-
Phone: [phone]
( Signature:
Date: 4/23/02
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
(Ik-0-1 I oj-V J , a Notary Public for the State of - (-c `k{-) Ol \'W-L1cC
County of /9- ILp l LC? AC i , do hereby certify that I (-Q r I o :Y)A ,,eYy(-j
personally appeared before me thisV day of r and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,

SEAL
My commission expires___ 1 t`?

r
r
April 8, 2003
WET ANDS/4D1 GAOL MOSER NCDENR APR MAYE R,
9
' Division of Water Quality 'A, 2003 PHOENIX
Attention: Mr. Todd St. Joh>?grER/?UAL'n,S ASSOCIATES, PA
1621 Mail Service Center t?+ll ' I ECrlpr
' Raleigh, North Carolina 27699
Re: GTCC - Greensboro Campus Stormwater Management Plan
' MMPA Project # 02100.00 & 00170.02 C O M P L E T E
DWQ Project # 02-1137 FACILITIES
' SOLUTIONS
Dear Mr. Todd St. John: Architecture

The following report and enclosed drawings are for the review of the GTCC - Engineering
Greensboro Campus. This report is divided into a summary letter and several Interior Design
appendixes. The appendixes are as follows: Appendix 1 pre & post runoff Project Feasibility
' calculations; Appendix 2 N.C. Division of Water Quality - 401 Extended Detention & Planning
Wetland Worksheet; Appendix 3 runoff calculation summary; Appendix 4 routing of Project Financial
two (2) year rain event; Appendix 5 routing of ten (10) year rain event; Appendix 6 Modeling
' routing of one-hundred (100) year rain event; Appendix 7 Wetland Extended

Detention Basin Operation and Maintenance Agreement; Appendix 8 N.C. Division Owner
Representative
of Land Resources High Hazard Dam Exemption Letter; and Appendix 9 N.C.
'
Division of Land Resources, Land Quality Section Erosion and Sedimentation Prototype
Development
Control Plan Approval Letter. Also, the City of Greensboro's Stormwater
Management Division has reviewed and approved the stormwater management plan.

The stormwater plan has been developed to provide GTCC with flexibility for some
growth over the proposed campus. Currently, only four (4) of the proposed six (6) 3 2 8 E a s t
' buildings are being constructed within the next two years. The Northwestern Parking Market s t r e e t
lot for future Buildings C & F is therefore not being built at this time. S u i t e 2 0 0
Greensboro
' The stormwater pond is designed for twenty-six point sixty-six (26.66) acres of North Carolina
impervious area out of forty-six point forty-nine (46.49) total acres, which is one 2 7 a 0 I
point nine (1.9) acres over the current proposed impervious area of twenty-four point
' seventy-six (24.76) acres as shown on the drawings (See Appendix 1). Also the
F
336.373.9800
stormwater plan addresses both quantity of stormwater as required by the City of 3h.3730 .Od77
F
3
Greensboro and quality of stormwater as required by NCDWQ.
'
Making the pond an extended wetland detention pond controls the quality of
stormwater. The surface area of the permanent pool is forty thousand seven hundred
thirty-one (40,731) square feet. This surface area at a SA/DA ratio of two (2) means
the pond can handle forty-six point seventy-five (46.75) acres of runoff. The total
off-site and on-site drainage to the pond is forty-six point forty-nine (46.49) acres
' (See Appendix 2). www.mmpa.com

The extended wetland detention pond is referred to as a pond because it is designed
- ??
as one pond with a road in-between. The two sides of the pond are connected with a
' twenty-four (24) inch level reinforced concrete pipe. Each side of the pond has a
thirty (30) foot emergency spillway. Stormwater is routed into the ponds during the
ten (10) year event at a rate of eighty-nine point fifty-nine (89.59) cfs into Pond A ,y
' Section A and ninety point seventy-four (90.74) cfs into Pond Section B. 1Vl OS E R
Appendix 3 shows a summary of the pre and post development flows and Appendix MAYE R
' 4, 5 and 6 show the post development flow after routing the 2, 10 and 100-year rain PHOENIX
events through the extended wetlands detention pond. The extended wetland ASSOCIATES, PA
detention pond reduces the post-development flow from 126.25 cfs and 166.31 cfs
for the 2 and 10 year rain events to below the pre-developed flows of 31.77 cfs and
41.85 cfs for the 2 and 10 year rain events.
' If there are any questions or additional information required for the stormwater
review, please contact Monte Moreschi at 336-373-9800 extension 249.
' Sincerely,
MOSER MAYER PHOENIX ASSOCIATES, PA
' Monte J. M eschi
' MJM
Enclosures
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Appendix 1

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Project: GTCC - Greensboro Campus
Project No.: 02100.00 & 00170.02
Date: 10/7/02
ESTIMATING RUNOFF
1. Determine drainage areas and weighted average of the runoff coefficient "C".
The values of the runoff coefficient obtained from the State of North Carolina's
Erosion and Sediment Control Planning and Design Manual, Page 8.03.2, Table
8.03a.
F.xictina Condition-,
Area "A" ft3 Runoff Coefficient C A x C
Lot 187
Fields
Woods 238,274
1,786,834 0.20
0.15 47,655
268,025
Total
Total Area Acres = 2,025,108
46.49 315,680
Calculate weighted average runoff coefficient "C":
C = {Sum (A x C)}/Area
C = 315,680 / 2,025,108 = 0.156
Prnnnend Cnnrlitinnc
Area "A" ft3 Runoff Coefficient C A x C
Pavement Parking 713,963 0.95 678,265
Pavement Loop Road 180,974 0.95 171,925
Pavement Sidewalks 77,988 0.80 62,390
Buildings 195,526 0.85 166,197
Grass 618,383 0.22 136,044
Field 238,274 0.20 47,655
Total 2,025,108 1,262,476
Total Area (Acres) = 46.49
Calculate weighted average runoff coefficient "C":
C = {Sum (A x C)}/Area
C = 1,262,476 / 2,025,108 = 0.62
404
tWI
MOSER
MAYER
PHOENIX
ASSOCIATES, PA
C O M P L E T E
F A C I L I T I E S
SOLUTIONS
Project Feasibility
& Planning
Project Financial
Modeling
Owner
Representation
Facilities
Management
Prototype
Development
Architecture
Engineering
Interior Design
2 3 0 N o r t h
E l m S t r e e t
S u i t e 1 1 0 0
Greensboro
North Carolina
2 7 4 0 1
P 336.373.9800
F 336.373.0077
www.mmpa.com
? e
1
(Continued)
2. Determine time of concentration "Tc" using Kirpich Equation. Equation is from
Elements of Urban Stormwater Design, H. Rooney Malcom, 1989, Page I-3.
Tc = {[L3/H]0.3851/128
' Where Tc is time of concentration in minutes, L is hydraulic length of
the watershed in feet, and H is the elevation difference along the
' hydraulic length in feet.
Tc = {[15603/37]0.385}/128 = 9.49 use 10 minutes.
' 3. Determine Rainfall Intensity "i" using Appendix C of the City of Greensboro's
Stormwater Management Manual, Intensity-Duration-Frequency Table.
' 2-Year Event = 4.3 8 in/hr
10-Year Event = 5.77 in/hr
' 100-Year Event = 8.01 in/hr
4. Determine Peak Discharge "Q" using the Rational Method.
' Rational formula is: Q = CiA
Where Q is the peak runoff flow in cubic feet per second, C is the runoff
' coefficient, i is the average intensity of rainfall in inches per hour, and A is
drainage area in acres.
Predevelopment Peak Discharge
Qz-year = CiA = (0.15) (4.38) (46.49) = 31.77 cfs
Q10-year = CiA = (0.15) (5.77) (46.49) = 41.85 cfs
' Q100-year = CIA = (0.15) (8.01) (46.49) = 58.09 cfs
Post-development Peak Discharge
' Q2-yew = CiA = (0.65) (4.38) (46.49) = 126.25 cfs
Q10-year = CiA = (0.65) (5.77) (46.49) = 166.31 cfs
Q100-year = CiA = (0.65) (8.01) (46.49) = 230.88 cfs

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Appendix 2

DWQ Project No. 02.1134
DIVISION OF WATER QUALITY - 401 EXTENDED DETENTION WETLAND WORKSHEET

L PROJECT INFORMATION (please complete the followin information):
Project Name
Contact Person: ? ?61 EX ApRE&CUT Phone Number: •
For projects with multiple basins, specify which basin this worksheet applies to:
Permanent Pool Elevation N?4ft. (elevation of the orifice invert out)
Temporary Pool Elevation 743 ft. (elevation of the outlet structure invert in)
' Permanent Pool Surface Area
Drainage Area
Impervious Area
Forebay Surface Area
' Marsh 0"-9" Surface Area
Marsh 9"-18" Surface Area
Micro Pool Surface Area
'
Temporary Pool Volume

sq. ft.
ac.
ac.
sq. ft.
sq. ft.
sq. ft.
sq. ft.
q54 of cu. ft.
SA/DA used
Diameter of Orifice in.
II. REQUIRED ITEMS CITE , IS to
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
(at permanent pool elevation approximately 15%)
(at permanent pool elevation approximately 35%)
(at permanent pool elevation approximately 35%)
(at permanent pool elevation approximately 15%,)
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)
(draw down orifice diameter)
COM."TtY OPUPICB COA0201
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. I fa requirement has not been met, attach an explanation of why,.
_The temporary pool controls runoff from the 1 inch rain.
The basin side slopes are no steeper than 3:1.
A planting plan for the marsh areas with plant species and densities is provided.
Vegetation above the permanent pool elevation is specified.
An emergency drain is provided to drain the basin-
he temporary pool draws down in 2 to 5 days.
TT
Sediment storage is provided in the permanent pool.
T>E1. A sediment disposal area is provided.
ijh„/y? Access is provided for maintenance.
- A site specific, signed and notarized operation and maintenance agreement is provided.
-PWwwos The drainage area (including any offsite area) is delineated on a site plan.
Access is provided for maintenance.
Plan details for the wetland are provided.
Plan details for the inlet and outlet are provided.
1 A site specific, signed and notarized operation and maintenance agreement is provided (see
http://h2o.chnr.state.nc.us/ncwetlands/oandm.doc).

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Appendix 3

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Appendix 4

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(4) INPUT DATA:
Qp = 126.248244
Tp = 27.3844857
Diameter of drilled holes =
(in)
Location of Drain Holes 2=
(ft),
dT= Location of Drain Holes 1= (ft) Location of Drain Holes 3= (ft)
Ks = 48155 Location of remainder of holes Location of Drain Holes 4= (ft)
R
b 1.1 i 553517 Diameter of riser C (in) Location of Drain Holes 5= (ft)
(ft)
N Height of barrel (in) Location of Drain Holes 6=
Cd it Barrel Invert = (ft)
Zi t
Cw Top of Riser=
Number of Riser HolesiRow (ft)
Number of Riser Holes/Row =
,-
• ill
l
f d
d h
Di (in)
Q allow : 61.7656872 Spillway Length = (ft) es
ameter o
r
e
o
Spillway Height = _ 7 (ft)
(5) WET POND ROUTING OF 2 YEAR EVENT:
1 2 3 4
- --- 5---- --- 6--- 7 8 9 10 11
TIME INFLOW STORAGE -
STAGE -
OUTFLOW BARREL RISER RISER DRAIN HOLE WQV DRAIN HOLES 2 SPILLWAY
(min) (cfs) (cu ft) (ft) (cfs) (cfs) (WEIR) (ORIFICE) (cfs) (cfs) (cfs)
0 0.0 0.0 763.0 0.000 0.0 0.0 0.0 0.000 0.000 0.0
3 3.7 0 763.00 t7 0.0 0.0 0.0 0.000 0.000 0.0
6 14.4 666 763.03 a? 0t3 - 0.0 0.0 0.0 0.000 0.000 0.0
9 30.8 3253 763.11 Xj02 0.2 0.0 0.0 0.002 0.000 0.0
12 50.9 8790 763.24 519 ` 0.8 0.0 0.0 0.019 0.000 0.0
15 72.6 17957 763.44
,. 1.9 0.0 0.0 0.111

1
234 0.000

0
000 0.0

0
0
18 93.1 30998 763.69 3.6 0.0 0.0 . . .
21 110.1 47527 763.99 T 6.5 0.0 0.0 1.596 0.000 0.0
24 121.5 67051 764.32 315 ( 10.0 0.0 0.0 1.919 0.246 0.0
27 126.2 88540 764.66 429, '
1 14.1 0.0 0.0 2.207 2.222 0.0
30 123.4 110457 765.00 '.b30
t 18.6 0.0 0.0 2.457 13.573 0.0
33 113.6 129788 765.29 11
;A2 22.8 0.0 0.0 2.651 16.571 0.0
36 99.2 146775 765.54 _
p? 213 $ i 26.3 0.0 0.0 2.808 18.766 0.0
39 86.0 160748 765.74 267 28.3 0.0 0.0 2.928 20.368 0.0
42 74.6 172040 765.90 29.8 0.0 0.0 3.021 21.561 0.0
45 64.7 181045 766.02 35 55 ( e 30.9 0.0 0.0 3.092 22.459 0.0
48 56.1 188094 766.12 '3278 ``'; 31.8 0.0 0.0 3.146 23.132 0.0
51 48.7 193465 766.20 ,...2$?! ?5 t 32.4 0.0 0.0 3.187 23.629 0.0
54 42.2 197398 766.25 ;272DP 32.8 0.0 0.0 3.216 23.986 0.0
57 36.6 200100 766.29 463 33.1 0.0 0.0 3.236 24.227 0.0
60 31.7 201746 766.31 8 :520 33.3 0.0 0.0 3.248 24.372 0.0
63 27.5 202488 766.32 599 = 33.4 0.0 0.0 3.253 24.437 0.0
66 23.9 202460 766.32 2
0 33.4 0.0 0.0 3.253
3
248 24.435
24
375 0.0
0
0
69 20.7 201774 766.31 V
2 r 33.3 0.0 0.0 . . .
72 18.0 200530 766.29 ? 33.2 0.0 0.0 3.239 24.265 0.0
75 15.6 198812 766.27 2{339; _ 33.0 0.0 0.0 3.226 24.112 0.0
78 13.5 196694 766.24 '27 33' 32.7 0.0 0.0 3.211 23.922 0.0
81 11.7 194242 766.21 .26893 32.5 0.0 0.0 3.193 23.700 0.0
84 2
10 191510 766.17 sw?:622 •;: 32.2 0.0 0.0 3.172 23.450 0.0
87 .
8.8 188547 76613 x•26 24 31.8 0.0 0.0 3.150 23.174 0.0
90 7.5 185395 766.09 F'' 5 ' 3-, 31.4 0.0 0.0 3.126 22.877 0.0
93 6.6 182090 766.04 125$60 31.0 0.0 0.0 3.100 22.560 0.0
96 5.7 178664 765.99 25-99' ; 30.6 0.0 0.0 3.074 22.226 0.0
99 5.0 175144 765.94 21% 30.2 0.0 0.0 3.046 21.876 0.0
102 4.3 171556 765.89 y2.4 5 q 29.7 0.0 0.0 3.017 21.512 0.0
105 3.7 167919 765.84 4,, 29.3 0.0 0.0 2.988 21.135 0.0
108 3.3 164252 765.79 2?17
' 28.8 0.0 0.0 2.958 20.747 0.0
111 2.8 160570 765.74 r
I X3$27 28.3 0.0 0.0 2.927 20.349 0.0
114 2.4 156888 765.68 22.8371 27.8 0.0 0.0 2.896 19.941 0.0
117 2.1 153218 765.63 ? "388i 27.3 0.0 0.0 2.864 19.524 0.0
120 1.8 149569 765.58 932 ";- 26.7 0.0 0.0 2.833 19.099 0.0
123 1.6 145953 765.53 r,',21?4e, ; 26.2 0.0 0.0 2.801 18.667 0.0
126 1.4 142376 765.47 20.95 25.6 0.0 0.0 2.769 18.227 0.0
129 1
2 138846 765.42 207. 24.8 0.0 0.0 2.736 17.781 0.0
132 .
1.0 135369 765.37 r X0;032 24.1 0.0 0.0 2.704 17.328 0.0
135 0.9 131950 765.32 ! `1;x; '41 23.3 0.0 0.0 2.672 16.869 0.0
138 0.8 128595 765.27 ° -1 91 44 22.6 0.0 0.0 2.640 16.404 0.0
141 0.7 125308 765.22 !. fp?B541 ? 21.8 0.0 0.0 2.608 15.933 0.0
144 0.6 122093 765.18 ?b33 21.1 0.0 0.0 2.576 15.457 0.0
147 0.5 118953 765.13 20.5 0.0 0.0 2.545 14.975 0.0
150 0.4 115891 765.08 _
I7
.0' : 19.8 0.0 0.0 2.514 14.487 0.0
153 0.4 112911 765.04 Ci
1 U 477 f' 19.2 0.0 0.0 2.483 13.994 0.0
156 0.3 110014 764.99 15:443
i 18.5 0.0 0.0 2.452 13.496 0.0
159 0.3 107204 764.95 1Zi414 18.0 0.0 0.0 2.422 12.992 0.0
162 0.3 104481 764.91 ' 14.324. , 17.4 0.0 0.0 2.392 12.482 0.0
165 0.2 101849 764.87 -p4' 329 16.8 0.0 0.0 2.363 11.966 0.0
168 0.2 99309 764.83 „1311786' 16.3 0.0 0.0 2.334 11.444 0.0
171 0.2 96863 764.79 6a 03 15.8 0.0 0.0 2.306 3.796 0.0
174 0.1 95794 764.78 15.6 0.0 0.0 2.294 3.564 0.0
177 0.1 94765 764.76 0`. 15.4 0.0 0.0 2.282 3.349 0.0
180 0.1 93773 764.75 6;*19' - 15.2 0.0 0.0 2.270 3.149 0.0
183 0.1 92817 764.73 y`?3 15.0 0.0 0.0 2.259 2.964 0.0

n

0

n
1
H

u
Appendix 5

i
(4) INPUT DATA:
Qp = 166.313

Tip =
37.3987 -
Diameter of drilled holes -
(in)
Location of Drain
Holes 2=
(ft)
dT = , Location of Drain Holes 1= 'ft) Location of Drain Holes 3= (ft)
Ks =
b = 48155
1.1966 Location of remainder of holes =
Diameter of riser =
(in) Location of Drain
Location of Drain Holes 4=
Holes 5= (ft)
(ft)
N = ' Height of barrel = (in) Location of Drain Holes 6= (ft)
Cd = Barrel Invert = 1.6 1(ft)
Zi - Top of Riser = .70 ft)
Cw Number of Riser Holes/Row = Number of Riser Holes/Row =
i Q allow : 41.8466 Spillway Length = (ft) Diameter of drille d holes (in)
Spillway Height = j (ft)
i (5) WET POND ROUTING OF 10-YEAR EVENT:
--
- --------------
-- -- ----
--------
1 ------ -------
2 3 - ------- ------------
4 5 ---------
6 --------
7 ---------
8 -----
------
9 -
10 11
- - -------- ------- ------------
TIME INFLOW STORAGE STAGE OUTFLOW - --------
BARREL --------
RISER - --------
RISER --------------- --------------
DRAIN HOLE WQV DRAIN HOLES 2 - - -
SPILLWAY
(min) (cfs) (cu ft) (ft) (cfs) (cfs) (WEIR) (ORIFICE) (cfs)
---------- (cfs)
-- -------------- (cfs)
- ----------
------- -
0 ------ -------
0.0 0.0 - ------- -------------
763.0 0.0 --------
0.0 --------
0.0 - --------
0.0 ---
0.000 0.000 0.0
3 2.6 0 763.00 '=? ',"D j7
.- 0.0 0.0 0.0 0.000 0.000 0.0
6 10
3 473 ,
763
02' 0
0 0.0 0.0 0.000 0.000 0.0
9 .
22.7 2334 ,.
.
763.08 1?' 0 , .
0.1 0.0 0.0 0.001
0
008 0.000
000
0 0.0
0
0
12 36.8 6412 763.19 >Z
J - 0.5 0.0 0.0 .
0
053 .
000
0 .
0
0
15 57.7 13393 763.34 y M 1.3 0.0 0.0 . . .
18 78.3 23774 763.55 2.7 0.0 0.0 1.024 0.000 0.0
21 99.1 37679 763.81 1-4 F
r 4.8 0.0 0.0 1.395 0.000 0.0
24
27 119.0 55271
136
6 76371 1 7?'y %
764.12
- 0
764
47
1 2 7.8

11
7 0.0

0
0 0.0

0.0 1.734

2.051 0.014

0.791 0.0

0.0
30 .
150.8 100440 ,
.
764.85 .
16.5 .
0.0 0.0 2.347 11.680 0.0
33 160.7 125052 765.22 I' 18 21.8 0.0 0.0 2.606 15.896 0.0
36 165.7 150648 765.59 22 7 26.9 0.0 0.0 2.842 19.226 0.0
39 165.6 176509 -765.96 "' f 25 i 30.4 0.0 0.0 3.057 22.012 0.0
42 160.2 201798 766.31 ' . `2,76= 33.3 0.0 0.0 3.248 24.377 0.0
45 149.9 225658 766.64 s 29 e x ^ 35.8 0.0 0.0 3.416 26.375 0.0
48 136.1 247283 r31 T'`
(
766.92 ?f?af 38.0 0.0 0.0 3.559 28.037 0.0
51 122.6 266090 -
,
76717 c 331 39.7 0.0 0.0 3.677 29.388 0.0
' 54 110.5 282207 767 38 ` 34;3 s ?I 41.1 0.0 0.0 3.774 30.487 0.0
57 99.5 295923 767.56 3521' , 42.2 0.0 0.0 3.854 31.383 0.0
60 89.7 307495 767.71 S ;° 36:0 43.2 0.0 0.0 3.920 32.115 0.0
63 80.8 317149 767,83 : ' . 36,7t' 43.9 0.0 0.0 3.974 32.710 0.0
' 66
69 72.8 325088
65
6 331492 767.93 r n'37 2? Y L
01 37 7
?
768 44.5
45.0 0.0
0.0 0.0
0.0 4.017
4.052 33.189
33.569 0.0
0.1
72 .
59.1 336515 _
.
768.08 3F3 T 45.4 0.0 0.0 4.079 33.863 0.7
75 53.2 340192 768.12 o '39 6?"Z 45.7 0.0 0.0 4.098 34.077 1.4
i 78
81 48.0 342642
43.2 344012 768.15 40 4
768.17 40 8 45.9
46.0 0.0
0.0 0.0
0.0 4.111
4.118 34.218
34.297 2.0
2.4
84 38.9 344449 768.18 . 40 9 46.0 0.0 0.0 4.121 34.322 2.5
87 35.1 344090 768.17 46.0 0.0 0.0 4.119 34.301 2.4
90 31.6 343059 768.16 fF 40.5` 45.9 0.0 0.0 4.113 34.242 2.1
93 28.5 341461 768.14 40,0 45.8 0.0 0.0 4.105 34.150 1.7
i 96 25.7 339388 768.11 39 4' . 45.6 0.0 0.0 4.094 34.030 1.3
99 23.1 336914 768.08 38 $ '' ' 45.4 0.0 0.0 4.081 33.887 0.8
102 20.8 334099 768 05 38 J; j 45.2 0.0 0.0 4.066 33.722 0.3
105 18.8 330984 768.01 45.0 0.0 0.0 4.049 33.539 0.0
108 16.9 327592 767.96 37 4 G
`. 44.7 0.0 0.0 4.031 33.338 0.0
111 15.2 323908 s
767.92 37 d ? 44.4 0.0 0.0 4.011 33.119 0.0
114 13.7 319967 767.87 .
3e.9
'.S 44.1 0.0 0.0 3.989 32.881 0.0
117 12.4 315800 ,
,
767.81 36,6 43.8 0.0 0.0 3.966 32.628 0.0
120 11.1 311439 767.76 36 3' 43.5 0.0 0.0 1942 32.360 0.0
123 10.0 306909 767 70 i 36 0 `?r ,? 43.1 0.0 0.0 3.917 32.079 0.0
126 9.0 302237 767.64 35 re 42.7 0.0 0.0 3.890 31.785 0.0
129 8.1 297443 767.58 ` 'x.35.3 : ., 42.3 0.0 0.0 3.863 31.489 0.0
132 7.3 292547 767.52 35'C;:
f 41.9 0.0 0.0 3.835 31.166 0.0
135 6.6 287569 767 45 04,6 41.5 0.0 0.0 3.806 30.841 0.0.
'
138
141
6.0 282523
5.4 277424 34 3
76739
767 32 33 9 41.1

40.7 0.0

0.0 0.0

0.0 3.776

3.745 30.508

30.166
0.0
0.0
144 4.8 272286 767.25 .: ' 33 40.2 0.0 0.0 3.714 29.816 0.0
147 4.4 267121 767.19 -33, 39.8 0.0 0.0 3.683 29.460 0.0
150 3.9 261940 767.12 3217 39.3 0.0 0.0 3.651 29.097 0.0
153 3.5 256752 767.05 32 3 38.8 0.0 0.0 3.619 28.727 0.0
156 3.2 251567 766.98 31 9. 38.4 0.0 0.0 3.586 28.352 0.0
159 2.9 246391 766.91 31.5 r 37.9 0.0 0.0 3.553 27.971 0.0
\ 162 2.6 241234 766.84
-. -31 37.4 0.0 0.0 3.519 27.585 0.0
165 2.3 236101 4
766.78 30 7 36.9 0.0 0.0 3.486 27.194 0.0
' 168 2.1 230998 766.71 ; "- 30 2 36.4 0.0 0.0 3.452 26.798 0.0
171 1.9 225931 766.64 I 29.8--` 35.9 0.0 0.0 3.418 26.397 0.0
174 1.7 220905 766.57 ( i;-29 4 35.4 0.0 0.0 1383 25.992 0.0
177 1.5 215924 766.50 2u 34.8 0.0 0.0 3.349 25.583 0.0
180 1.4 21 0993 766.44° ` 3.5" = 34.3 0.0 0.0 3.314 25.170 0.0
i 183 1.2 206115 766.37 ; ', ; 28.0 33.8 0.0 0.0 3.279 24.753 0.0

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---- -- - O W o
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Appendix 6

7

J

(4) INPUT DATA:
Op = 230.87864
Tp 46.2052 19 Diameter of drilled holes = (in) Location of Drain Holes 2= (ft)
dT -,r. Location of Drain Holes 1= ?(ft) Location of Drain Holes 3= (ft)
Ks = 48155 Location of remainder of holes = Location of Drain Holes 4= (ft)
b= 1.1965952 Diameter of riser = (in) Location of Drain Holes 5= (ft)
N = ( Height of barrel = D (in) Location of Drain Holes 6= (ft)
Cd = Barrel Invert = (ft)
Zi = Top of Riser = (ft)
Cw = Number of Riser Holes/Row = 2 Number of Riser Holes/Row =
Q allow - 58092044 Spillway Length = a d (ft) Diameter of drilled holes = (in)
Spillway Height = (. r'', : (ft)
(5) WET ROUTING OF 100-YEAR EVENT:
- - - -
1 2 3 4 5 6 7 8 9 10 11
TIME INFLOW STORAGE STAGE OUTFLOW BARREL RISER RISER DRAIN HOLE WQV DRAIN HOLES 2 SPILLWAY
(min) (cfs) (cu ft) (ft) (cfs) (cfs) (WEIR) (ORIFICE) (cfs) (cfs) (cfs)
-------------------
0 0.0 0.0 763.0 0.0 0.0 0.0 0.0 0.000 0.000 0.0
3 2.4 0 763.00 0.0 0.0 0.0 0.000 0.000 0.0
6 9.5 431 763.02 - 0.0 0.0 0.0 0.000 0.000 0.0
9 20.9 2136 763.07 s7b= . _X1 0.1 0.0 0.0 0.001 0.000 0.0
12 36.3 5906 763.17 '`0'0 0.5 0.0 0.0 0.007 0.000 0.0
15 55.0 12446 763.32 00 1.2 0.0 0.0 0.044 0.000 0.0
18 76.2 22340 763.53 „- `1-rtO 2.5 0.0 0.0 0.976 0.000 0.0
21 99.0 35878 763.78 1.4 Q 4.6 0.0 0.0 1.354 0.000 0.0
24 122.5 53453 764.09 I 7.5 0.0 0.0 1.703 0.006 0.0
27 145.7 75192 764.45 2.7 11.5 0.0 0.0 2.035 0.699 0.0
30 167.6 100921 764.86 '14.1 16.6 0.0 0.0 2.352 11.778 0.0
33 187.4 128548 765.27 1 0 22.5 0.0 0.0 2.640 16.397 0.0
36 204.2 158852 765.71 " -!23.1-. ! 28.1 0.0 0.0 2.912 20.160 0.0
39 217.3 191452 766.17 F 20 6 } 32.1 0.0 0.0 3.172 23.444 0.0
42 226.2 225776 766.64 29 R,' 35.9 0.0 0.0 3.417 26.385 0.0
45 230.5 261126 767.11 327 ,. 39.2 0.0 0.0 3.646 29.039 0.0
48 230.0 296731 767.57 35:3 42.3 0.0 0.0 3.859 31.435 0.0
51 224.8 331782 768.02 37 7 45.0 0.0 0.0 4.053 33.586 0.1
54 215.0 365456 768.44 4914 47.5 0.0 0.0 4.229 35.498 9.7
57 201.2 395265 768.81 E5.7 49.5 0.0 0.0 4.377 37.086 242
60 185.2 419655 769.11 81.6 51.1 0.0 0.0 4.492 38.323 38.7
63 170.2 438317 769.33 95 0' 52.3 0.0 0.0 4.578 39.235 51.2
66 156.5 451857 769.50 '105.a53.1 0.0 0.0 4.639 39.880 60.9
69 143.8 461046 769.61 1121 53.7 0.0 0.0 4.680 40.310 67.7
72 132.2 466637 769.67 I 117.3 54.0 0.0 0.0 4.705 40.569 72.0
75 121.5 469312 769.70 119.5; 54.2 0.0 0.0 4.716 40.692 74.1
78 111.6 469665 769.71 54.2 0.0 0.0 4.718 40.708 74.4
81 102.6 468194 769.69 113-5 54.1 0.0 0.0 4.711 40.641 73.2
84 94.3 465317 769.66 116-2- 54.0 0.0 0.0 4.699 40.508 71.0
87 86.7 461371 769.61 133 053.7 0.0 0.0 4.681 40.325 68.0
90 79.6 456629 769.55 109.2 53.4 0.0 0.0 4.660 40.104 64.4
93 73.2 451311 769.49 ' -105.0 `r 53.1 0.0 0.0 4.637 39.854 60.5
96 67.3 445590 769.42 100.5-- ' 52.8 0.0 0.0 4.611 39.583 56.3
99 61.8 439601 769.35 96.0 52.4 0.0 0.0 4.584 39.297 52.1
102 56.8 433452 769.27 91;4; 52.0 0.0 0.0 4.556 39.000 47.9
105 52.2 427226 769.20. 86,9. 51.6 0.0 0.0 4.527 38.697 43.7
108 48.0 420985 769.12 51.2 0.0 0.0 4.499 38.389 39.6
111 44.1 414777 769,05 '._782 ' 50.8 0.0 0.0 4.470 38.080 35.7
114 40.5 408639 768.97 74.1 ` 50.4 0.0 0.0 4.441 37.771 31.9
117 37.3 402594 768.90 : 70.2 50.0 0.0 0.0 4.412 37.464 28.3
120 34.2 396663 768.83 66.5 49.6 0.0 0.0 4.383 37.159 25.0
123 31.5 390855 768.75 63,d'.-` '. 49.2 0.0 0.0 4.355 36.857 21.8
126 28.9 385177 768.68 59.7 48.9 0.0 0.0 4.327 36.559 18.8
129 26.6 379633 768.62 56-? = 48.5 0.0 0.0 4.300 36.265 16.1
132 24.4 374222 768.55 53.8 'r 48.1 0.0 0.0 4.273 35.975 13.5
135 22.5 368939 768.48 21.1 47.7 0.0 0.0 4.247 35.689 11.2
138 20.6 363780 768.42 45.7 47.4 0.0 0.0 4.221 35.406 9.0
141 19.0 358737 768.36 46. _ 47.0 0.0 0.0 4.195 35.127 7.1
144 17.4 353799 768.29 443; j 46.7 0.0 0.0 4.169 34.852 5.3
147 16.0 348955 768.23 47=??46.3 0.0 0.0 4.144 34.578 3.8
15D 14.7 344192 768.17 46.0 0.0 0.0 4.119 34.307 2.4
.153 13.5 339490 768.11 39.4 45.6 0.0 0.0 4.094 34.036 1.3
156 12.4 334829 768.06 '3c:3 45.3 0.0 0.0 4.070 33.765 0.4
159 11.4 330178 768.00 37.5 44.9 0.0 0.0 4.045 33.492 0.0
162 10.5 325479 767.94 - 37_2 44.6 0.0 0.0 4.019 33.212 0.0
165 9.7 320668 767.88 36.9 " 44.2 0.0 0.0 3.993 32.924 0.0
168 8.9 315761 767.81 35 43.8 0.0 0.0 3.966 32.625 0.0
171 8.2 310771 767.75 43.4 0.0 0.0 3.938 32.319 0.0
174 7.5 305713 767.69 35.9 ' 43.0 0.0 0.0 3.910 32.004 0.0
177 6.9 300598 767.62 35.6 ` 42.6 0.0 0.0 3.881 31.682 0.0
180 6.3 295436 767.55 42.2 0.0 0.0 3.851 31.352 0.0
183 5.8 290239 767.49 3y..A ` 41.7 0.0 0.0 3.821 31.016 0.0

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(si a) Akorm

Appendix 7

I

WETLAND EXTENDED DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wetland extended detention basin system is defined as the wetland extended detention basin,
' pretreatment including forebays.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
Ia. Inspect the wetland extended detention basin system for sediment accumulation, erosion, trash
accumulation, vegetated cover, and general condition.
1b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
' vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
1 maintain proper functioning.
4. Remove accumulated sediment from the wetland extended detention basin system semi-annually or when
' depth is reduced to 75% of the original design depth (see diagram below). Removed sediment shall be
disposed of in an appropriate manner and shall be handled in a manner that will not adversely impact
water quality (i.e. stockpiling near a wetland extended detention basin or stream, etc.).

The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 1.00 foot in the main pond, the sediment shall be removed.
For stormwater wetlands: If the elevation of the marsh areas exceed the permanent pool elevation, the
sediment should be removed to design levels. This shall be performed by removing the upper 6 inches of
soil and stockpiling it. Then the marsh area shall be excavated six inches below design elevations.
Afterwards the stockpiled soil should be spread over the marsh surface. The soil should not be stockpiled
for more than two weeks.
When the permanent pool depth reads 3.75 feet in the forebay and / or micro-pool, the sediment shall be
removed.
BASIN DIAGRAM
(fill in the blanks)
0 Permanent Pool Elevation
Sediment moval El. 75%
0
---------------- jSediment /5%/. Removal Elevation ----------- --75/0
--
----------------------------------------
Bottom E vation -
FOREBAY MAIN POND
Page. I of 2
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
For wetlands: Wetland planting densities in the marsh areas should be maintained by replanting bare
' areas as needed. Wetland plants should be encouraged to grow in the marsh areas.
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
' through the emergency drain shall be minimized to the maximum extent practical.
7. All components of the wetland extended detention basin system shall be maintained in good working
' order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
' accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
' I acknowledge and agree by my signature below that I am-responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name:
t Title:
Address:
Phone:
' Signature:
Date:
' Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
a Notary Public for the State of
County of , do hereby certify that
personally appeared before me this day of , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
'I
My commission expires
SEAL
' Pale 2 of 2
r

r

F
L

Appendix 8

i

n

??
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE
Director and State Geologist February 14, 2003
Ms. Rea Marie Smith
Guilford Technical Community College
PO Box 309
Jamestown, North Carolina 27282
I RE: GTCC SWDP Dam
Guilford County
Michael F. Easley, Governor
? . Ross Jr., Secretary
FEB 2 Q 2003
' Dear Ms. Smith:
' Thank you for the opportunity to review the information regarding the proposed dam. This
information was received in our office on January 17, 2003 under transmittal letter from Mr.
Monte J: Moreschi, PE of Moser Mayer Phoenix Associates, PA dated January 15, 2003.
' Land Quality Section personnel from the Winston-Salem Regional Office conducted an
inspection of the dam site and downstream areas on February 11, 2003 to confirm the proposed
' intermediate hazard classification. Based on our review of the above-referenced information and
site inspection, our office concurs that an intermediate hazard classification is presently
warranted based on the current development downstream from the proposed dam, and thus, an
exemption can be granted.
' However, the following comments are offered:
1. Our office encourages the owner of any proposed dam to construct his dam to the same
' standards as if it were under the jurisdiction of the Dam Safety Law of 1967.
2. If the dam is constructed such that it is 15 feet in height or greater as measured from the
' highest point on the crest of the dam to the lowest point on the downstream toe and will
impound 10 acre-feet or more at the highest point on the crest of the dam, this dam will
not be exempt, and engineering certification, and "as-built" drawings and specifications
will be required along with application processing fees.
3. If future downstream development occurs which would be impacted by a failure of the
' dam, then the hazard classification would need to be reassessed and could possibly
change from intermediate to high hazard classification.
Geological Survey • Land Quality - Geodetic Survey
Division of Land Resources - 1612 Mail Service Center, Raleigh, North Carolina 27699-1612
512 North Salisbury Street, Raleigh, North Carolina 27604
' 919-733-38331 FAX: [phone] Internet: www.dlr.enr. state.nc.us/dlr.htm
An Equal Opportunity 1 Affirmative Action Employer - 50% Recycled 110% Post Consumer Paper

7

H

1

Appendix 9

North Carolina
?VA
- &410 r
Department of Environment and Natural Resources
AT
Michael F. Easley, Governor
William G. Ross, Secretary NCDENR
' jaoies D. Simons, P.G., P.E., Acting Director WINSTON-SALEM REGIONAL OFFICE
' DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
November 27, 2002
' LETTER OF APPROVAL k'J
' Guilford Technical Community College `
Jamestown Campus FACILITIES DIVIS_T0.1r
Attention: Dan Sitko, Director of Facilities
' 601 High Point Road
Jamestown, NC 27282
Dear Mr. Sitko:
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be
' acceptable and hereby issue this Letter of Approval. The enclosed Certificate of Approval must be
posted at the job site. This plan approval shall expire three (3) years following the date of approval,
if no land-disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0029.
' Please be advised that Title 15 NCAC 4£i`0018 (a) requires that a copy of the approved. erosion
control plan be on file at the job site. Also, you should consider this letter to give the notice required
' by GS I I3A-61.1 (a) of our right of periodic inspection to insure compliance with the approved
plan.
' North Carolina's Sedimentation Pollution Control Program is perfori-nance-oriented, requiring
protection of existing natural resources and adjoining properties. If, following the conimencenient
of this project, it is determined that the erosion and sedimentation control plan is inadequate to tweet
' the requirements of the Sedimentation and Pollution Control Act of 1973 (North Carolina General
Statute 113A-51 through 66), this office may require revisions to the plan and implementation of
the revisions to insure compliance with the Act.
' Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations, and rules. In addition, local city or county ordinances
' or rules may also apply to this land-disturbing activity. This approval does not supersede
any other permit or approval.
' Please be aware that if five acres are to be disturbed by this project, you will be covered by the
enclosed general stormwater permit NCGO 1000 (Construction Activities). You should first become
familiar with all of the requirements for compliance with the enclosed general permit.
585 Waughtown Street, Winston-Salcm, North Carolina 27107
Phone 336 771A600 Pax 33 6 77 1-463 1 DENR Customer Scrvice 1-877-623-6748
' An Equal Opporninity/ kffirmative Action Ernployer

LETTER OF APPROVAL - Guilford Technical Community College
November 27, 2002
2

' TGH/th

' PROJECT NAME:
FACILITY NUMBER:
COUNTY:
' RIVER BASIN:
WATER CLASSIFICATION:
SUBMITTED BY:
' DATE RECEIVED BY L.Q.S.:
NEW SUBMITTAL (X)
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Forth which you have provided. You are requested to file an amended foini
if there is any change in the information included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this project. Please notify us if you plan to have
a preconstruction conference, and we will plan to attend.
Your cooperation is appreciated, and we look forward to working with you on this project.
Sincerely,

T, Gray Hauser, Jr., E. I.
Assistant Regional Engineer
Enclosure: Certificate of Approval
NPDES Stornlwater Permit
cc: WSRO File
Moser Mayer Phoenix Associates, P.A.
•••••••••••••••••••••••••••••••••••••••••••
GTCC Greensboro Campus
GUILF-2003-022
Guilford
Cape Fear
Other
Moser Mayer Phoenix Associates, P.A.
November 4, 2002
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September 17, 2002
CERTIFIED MAIL: 7002 0860 0007 8093 0093
Return Receipt Requested
Mr. Bill Newton
Construction Coordinator
Guilford Technical Community College
PO Box 309
Jamestown, NC 27282
SUBJECT: APPROVAL of 401 Water Quality Certification with Additional Condition
GTCC East Campus
DWQ Project # 02 1137
Guilford County
Dear Mr. Newton:
You have our approval, in accordance with the attached conditions (WQC # 3362) and the
additional condition listed below, to discharge fill material into 0.18 acres of wetland and 1983
linear feet of Unnamed Tributaries to South Buffalo Creek, Class C NSW waters, Cape Fear River
Basin, for the purpose of constructing the GTCC East Campus. The activity must be conducted as
indicated in your application received by the Division of Water Quality on July 19, 2002 and in the
additional information received on August 29, 2002 and September 16, 2002.
We have determined that General Water Quality Certification Number 3362 covers this
activity. For this approval to be valid, you must follow the conditions listed in the attached
Certification and the Condition listed below. Please pay special attention to Condition
Numbers 8, 9, 15 and 16. This Certification allows you to use Nationwide Permit Number 39
when issued by the US Army Corps of Engineers.
An additional condition is that a final, written stormwater management plan shall be approved
in writing by the Division before impacts specified in this Certification can occur. The
stormwater management plan must include plans and specifications for stormwater management
facilities designed to remove 85% TSS according to the most recent version of the NC DENR
Stormwater Best Management Practices Manual. These facilities must be designed to treat the
runoff from the entire project, unless otherwise explicitly approved by the Division of Water
Quality. Also, before any permanent building is occupied at the subject location, the facilities
(as approved by the Division) shall be constructed and operational, and the stormwater
management plan (as approved by the Division) shall be implemented. The structural
stormwater practices as approved by the Division as well as drainage patterns must be
maintained in perpetuity. No changes to the structural stormwater practices shall be made
without written authorization from the Division of Water Quality.
02 1137
Page 2
Please keep in mind that there may be additional Federal, State and Local regulations
applicable to your project, such as the Sedimentation and Pollution Control Act, Non-Discharge and
Water Supply Watershed Regulations, whereby you may be required to obtain permits and/or
approvals prior to beginning your project. In addition, this approval will expire when the
accompanying 404 Permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purposes and designs that you described in your
application and additional information. If you change your project, you must notify the Division in
writing and you may be required to submit a new application for a new Certification. If the
property is sold, the new owner must be given a copy of the Certifications and approval letter and is
thereby responsible for complying with all conditions.
If total wetland fill for this project (now or in the future) exceeds one acre, compensatory
mitigation may be required as described in 15A NCAC 2H.0506(h).
If you do not accept any of the conditions of this Certification, you may ask for an
adjudicatory hearing. You must act within 60 days from the date of receipt of this letter. To
request a hearing, send a written petition that conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. This Certification and its conditions are final and binding unless you request a
hearing.
This letter completes the review of DWQ Project #02 1137 by the Division of Water Quality
under Section 401 of the Clean Water Act. If you wish to review any of the Water Quality
Regulations mentioned here, you can download a copy through the 401/Wetlands Unit web site at
http://h20.eni-.state.nc.us/nmetlands. If you have any questions, please contact Mrs. Jennifer Frye at 336-
771-4600, ext. 275 or Mrs. Cyndi Karoly at 919-733-9721.
Sincerely,
Alan W. Klimek, P.E.
Attachments: GC # 3362 (3/18/02), COC
02 1137
Page 3
cc: Louise Slate, EcoLogic Associates, PC, 218-4 Swing Rd., Greensboro, NC 27409
Moser Mayer Phoenix Associates, PA, 328 E. Market St., Suite 200, Greensboro, NC 27401
Todd Tugwell, Raleigh Regulatory Field Office, USAGE
Todd St. John, Wetlands/401 Unit Central Office
Cyndi Karoly, Wetlands/401 Unit Central Office
Central Files
WSRO
W A T ?RPG
O
August 19, 2002
0 1,?? V
CERTIFIED MAIL: 7001 1140 0001 7828 2781
Return Receipt Requested
Mr. Bill Newton
Construction Coordinator
Guilford Technical Community College
PO Box 309
Jamestown, NC 27282
SUBJECT: REQUEST FOR ADDITIONAL INFORMATION
GTCC East Campus
DWQ Project # 02 1137
Guilford County
Dear Mr. Newton:
The Division of Water Quality has reviewed your plans for the discharge of fill material
into 0.18 acres of wetlands and 1983 linear feet of Unnamed Tributaries to South Buffalo Creek,
Cape Fear River Basin, Class C NSW waters, Guilford County for the purpose of constructing
the GTCC East Campus. Insufficient evidence is present in our files to conclude that your
project must be built as planned in waters and/or wetlands in accordance with 15A NCAC 21-1
.0506. Therefore, unless modifications of the proposal are made as described below, we will
have to move toward denial of your 401 Certification as required by 15A NCAC 211 .0507(e)
and will place this project on hold as incomplete until we receive this additional information.
(1) Please provide us with information supporting your position that states your
project must be constructed as planned and that you have no practicable
alternative to placing fill in these waters and/or wetlands. Documentation such as
maps, narratives, economic analyses, that you can supply to address alternative
designs for your project may be helpful in our review of your 401 Certification
request.
N. C. Division of Water Quality/Water Quality Section 585 Waughtown Street Winston-Salem, NC 27107 [phone]
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Qualify
(2) Please provide documentation detailing your position that the project has been
designed such that adverse impacts to surface waters have been minimized and
existing uses have been protected to the best of your ability.
AW:KA
_ _M A
NCDENR
Customer Service
1 800 623-7748
02 1137
Page 2
It is our understanding that the US Army Corps of Engineers has requested that
yo address their concerns regarding the location of the proposed stormwater
nagement facilities. Specifically, one pond is shown to be located within
risdictional wetlands. Please provide this Office with your response to these
concerns and any site plan modifications.
(4) Division approval of your on-site stormwater management will be required as it
condition of the 401 WQ Certification. This project is located in Nutrient
Sensitive Waters (NSW), as such, the Division shall require that extended
detention wetlands, bio-retention areas, and ponds followed by forested filter
strips (designed in accordance with the most recent version of the NC D/:NR
Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan. You may contact Mr. Todd St. John of the Central
401/Wetlands Unit at Todd. St.JohnCa?ncmail.net or [phone] for more
information.
Please respond, in writing, both to this Office and to John Dorney, 2321 Crabtree
Blvd., Parkview Building, Raleigh, NC 27604-2260 within three weeks of receipt of this
letter outlining your intent to proceed with this project or withdraw your application. If
you wish to proceed, please address the items listed above.
Sincerely,
Steve Mauney
Acting Regional Supervisor
cc: Louise Slate, EcoLogic Associates, PC, 218-4 Swing Rd., Greensboro, NC 27409
Moser Mayer Phoenix Associates, PA, 328 E. Market St., Suite 200, Greensboro, NC 27401
Todd Tugwell, Raleigh Regulatory Field Office, USACE
Todd St. John, Wetlands/401 Unit Central Office
Cyndi Karoly, Wetlands/401 Unit Central Office
Central Files
WSRO
i it
i August 19, 2002'
CERTIFIED MAIL: 7001 1140 0001 7828 2781
Return Receipt Requested
Mr. Bill Newton
Construction Coordinator
Guilford Technical Community College
PO Box 309
Jamestown, NC 27282
SUBJECT: REQ.I,JEST FOR ADDITIONAL INFORMATION
GTCC East Campus
DWQ Pmject #02 1137
Guilford County
Dear Mr. Newton:
The Division of Water Quality has reviewed your plans for the discharge of fill material
into 0.18 acres of wetlands and 1983 linear feet of Unnamed Tributaries to South Buffalo Creek,
Cape Fear River Basin, Class C NSW waters, Guilford County for the purpose of constructing
the GTCC East Campus. Insufficient evidence is present in our files to conclude that your
project must be built as planned in waters and/or.wetlands in accordance with 15A NCAC 2H
.0506. Therefore, unless modifications of the proposal are made as described below, we will
have to move toward denial of your 401 Certification as required by 15A NCAC 2H.0507(e)
and will place this project on hold as incomplete until we receive this additional information.
(1) Please provide us with information supporting your position that states your
project must be constructed as planned and that you have no practicable
alternative to placing fill in these waters and/or wetlands. Documentation such as
maps, narratives, economic analyses, that you can supply to address alternative
designs for your project may be helpful in our review of your 401 Certification
request.
(2) Please provide documentation detailing your position that the project has been
designed such that adverse impacts to surface waters have been minimized and
existing uses have been protected to the best of your ability.
11
02 1 137
Page 2
(3) It is our understanding that the US Army Corps of Engineers has requested that
you address their concerns regarding the location of the proposed stormwater
management facilities. Specifically, one pond is shown to be located within
jurisdictional wetlands. Please provide this Office with your response to these
concerns and any site plan modifications.
(4) Division approval of your on-site stormwater management will be required as a
condition of the 401 WQ Certification. This project is located in Nutrient
Sensitive Waters (NSW), as such, the Division shall require that extended
detention wetlands, bio-retention areas, and ponds followed by forested filter
strips (designed in accordance with the most recent version of the NC DENR
Stormwater Best Management Practices Manual) be constructed as part of the
stormwater management plan. You may contact Mr. Todd St. John of the Central
401/Wetlands Unit at'l'[e-mail] or [phone] for more
information.
Please respond, in writing, both to this Office and to John Dorney, 2321 Crabtree
Blvd., Parkview Building, Raleigh, NC 27604-2260 within three weeks of receipt of this
letter outlining your intent to proceed with this project or withdraw your application. If
you wish to proceed, please address the items listed above.
Sincerely,
Steve Mauney
Acting Regional Supervisor
cc: Louise Slate, EcoLogic Associates, PC, 218-4 Swing Rd., Greensboro, NC: 27409
Moser Mayer Phoenix Associates, PA, 328 E. Market St., Suite 200, Greensboro, NC 27401
Todd Tugwell, Raleigh Regulatory Field Office, USACE
Todd St. John, Wetlands/401 Unit Central Office
Cyndi Karoly, Wetlands/401 tJnit Central Office
Central Files
WSRO
Ecologic Associates, P.C.
ECOLOGIC 218-4 Swing Rd. Greensboro, NC 27409
[phone] • Fax [phone]`
www.ecologic-nc.com
July 15, 2002
Todd Tugwell 0 2 113 7
USACE Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
RE: NWP 39 Application a
Guilford Technical Community College, East Campus
Greensboro, NC
Dear Todd:
Enclosed you will find the pre-construction notification (PCN) for a Nationwide Permit
(NWP) 39 for Guilford Technical Community College East Campus at the corner of East
Wendover Avenue and Penry Road, and a copy of the check sent to NC-DENR DWQ to
cover the review fee.
Guilford County wishes to develop this property on Penry Road into a college campus
with Continuing Education, Technical Education, and Adult Education Centers.
Drawings of the existing grade, proposed fill, vicinity map, soils map, and USGS topo
are included with the PCN.
If you have any questions or comments, please call us at 336-855-8108.
Sincerely,
EcoLogic Associates, P.C.

Louise O. Slate, El
Project Engineer
Enclosures
C: Scott Lucas, SEI Environmental, Inc.
Bill Newton, Construction Coordinator, GTCC
Robert Grill, Moser Mayer Phoenix Assoc., PA
"CDWQ 401/Wetlands Unit
Cot Printed on recycled paper.
18 2nng
PAV1,1ENT
GTCC
MAILING ADDRESS:
GUILFORD TECHNICAL
COMMUNITY COLLEGE
P. 0. BOX 309
JAMESTOWN, NC 27282
JAMESTOWN CAMPUS
601 HIGH POINT ROAD
JAMESTOWN, NC 27282
TEL [phone]
TEL: [phone]
TTY 336.841.2158
httP:Htechnet.gtcc.cc.nc.us
June 27, 2002
John Thomas
US Army Corps of Engineers
6508 Falls of the Neuse Road, Suite 120
Raleigh, NC 27615
RE: Authorized Agent for NWP 39 Application - Proposed Greensboro Campus
Guilford Technical Community College, Jamestown, NC
Mr. Thomas:
• This letter confirms that EcoLogic Associates, P.C. is hereby authorized to sign
documents required to obtain Nationwide Permit 39 for Guilford Technical
AVIATION CENTER Community College's proposed Greensboro Campus.
TEL: [phone]
This authorization will continue until revoked by me in writing.
HIGH POINT CAMPUS
TEL: [phone] ext: 4110 Sincerely,
J.C. PRICE CAMPUS
TEL: [phone] ext: 4324
SMALL BUSINESS CENTER Rae Marie Smith
TEL: [phone] Vice President
Administrative Services
WASHINGTON STREET CAMPUS
TEL: [phone] ext: 4220
AN AFFIRMATIVE ACTION
EQUAL OPPORTUNITY COLLEGE
•
•
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. 0 2 1 1 3 7
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
X Section 404 Permit
? Section 10 Permit
X 401 Water Quality Certification
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: NWP 39 _
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
•
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: X
II. Applicant Information
1. Owner/Applicant Information
Name: Bill Newton Construction Coordinator
Mailing Address: Guilford Technical Community College
PO Box 309
Jamestown NC 27282
Telephone Number: 336-334-4822 x2787 Fax Number: 336-819-2024
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Louise Slate EI
Company Affiliation: EcoLogic Associates, PC
Mailing Address: 218-4 Swing Road
Greensboro NC 27409
Telephone Number: 336-855-8108 Fax Number: 336-855-7688
E-mail Address: louise.slatenecologic-nc.com
Page 1 of 9
*III., Project Information
Attach a vicinity map clearly showing the location of the property with respect to local f
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Guilford Technical Community College (GTCC) East Campus
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): ACL 4-187-465-37
4. Location
County: Guilford Nearest Town: Greensboro
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From Raleigh take I-40 West.
Take Exit 131 to Rte 70, go west toward Greensboro. Penrv Road is near the junction of Rte
70 (Burlington Road) and East Wendover Avenue. Site is at the corner of E. Wendover &
Penrv Road. At the traffic light turn right onto Penry Road and site is on the immediate left.
5. Site coordinates, if available (UTM or Lat/Long): N 36 5' 17" / W 79 43' 33"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
The site is currently wooded. -
7. Property size (acres): 43.426
8. Nearest body of water (stream/river/sound/ocean/lake): UT to South Buffalo Creek
9. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at littp://h2o.enr.state.nc.us/admin/maps/.)
Page 2 of 9
• 10. Describe the purpose of the proposed work: To construct a college campus with
Continuing, Technical, and Adult Education Centers. The campus will have 6 buildings,
required parking spaces, and two detention ponds for stormwater treatment
11. List the type of equipment to be used to construct the project: bulldozer/loader,
excavator, pan excavator, motor grader
12. Describe the land use in the vicinity of this project: commercial, industrial, highway
business, and residential
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
A Preliminary Jurisdictional Determination OD) was made by Todd Tugwell of the USACE on
4-22-02 (Action ID 200220670.) He determined that there are waters of the US that should be
delineated and surveyed.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 3 of 9
0
L71
•
1. Wetland Impacts
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
1 fill 0.0608 No 35 vernal pool
2 fill 0.0436 No 0 riparian
3 fill 0.0706 No 0 riparian

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at httn://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.175 ac.
Total area of wetland impact proposed: 0.175 ac
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
(linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
I fill 938 UT to S Buffalo Creek 2 Intermittent
2 culvert 133 UT to S Buffalo Creek 2 Intermittent
3 fill 645 UT to S Buffalo Creek 1.5 Intermittent
4 fill 267 UT to S Buffalo Creek 1.5 Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows, USGS maps are available through the USGS at 1-800-358-9616, or online at
www,uses.eov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 1983 ft
ltk,*
Page 4 of 9
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic OcQan and any
other Water of the U.S.
Open Water Impact
Site Number

indicate on ma
Type of Impact* Area of
Impact

acres
Name of Waterbody
(if applicable) Type of Waterbody

(lake, pond, estuary, sound,
bay, ocean, etc.
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
is
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands X stream ?. wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): dam/embankment
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): local stormwater requirement
Size of watershed draining to pond: 43 ac Expected pond surface area: 0.72 ac
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
Several sites were examined before selecting this site for the new Guilford Technical
Community College (GTCC) Campus. This campus will replace the current facility in
downtown Greensboro, which is outdated and too small to handle the rapidly increasing
enrollment in the college. Other sites considered were rejected due to cost, location, and greater
impacts to jurisdictional waters. This site is demographically the best location to serve the
currently enrolled students. It is also accessible and affordable.
The City of Greensboro Development Ordinance dictates the size of vegetated buffers, narking
based on use of property, landscaping, and watershed protection on site. The development
requirements have been set to the minimum standards in most cases in order to fit the campus
onto the site. A smaller stormwater treatment area would have reduced impacts to the
Page 5 of 9
intermittent channel, however stormwater requirements would not be satisfied Also parking
and planting areas had to be incorporated to satisfy the development ordinance which impact an
intermittent stream channel and 0.175 ac of wetlands.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The developer wishes to pay into the WRP for the 0.175 acres of wetlands that require
mitigation because there is no room on site to mitigate for their loss.
Page 6 of 9
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirernf-.nts. Applicants
will be notified early in the review process by the 401 /Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at tittp:Hh2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): 0.175
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
IX. 'Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes X No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (N i A/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No X
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
10 Water Supply Buffer Requirements), or other (please identify )?
Page 7 of 9

Yes ? No X If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet Multiplier Required
Mitigation
1 3
2 1.5
Total
' Zone 1 extends out 3U teet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
• XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Total site area = 43.43 wooded acres. Proposed impervious area = 23.7 acres or 54.6%
Two stormwater detention ponds are proposed to capture and treat the first flush of runoff.
A 30-foot vegetated buffer will surround the proposed campus.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subiect facility.
Wastewater will be treated by the Citv of Greensboro Osborne Wastewater Treatment Plant on
Huffine Mill Road discharging into North Buffalo Creek, just upstream of the confluence with
South Buffalo Creek.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No X
Is this an after-the-fact permit application?
. Yes ? No X
Page 8 of 9
0 XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
7-15-
Avgicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

•
Page 9 of 9

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