20171356 Ver 1_401 Application_20171025

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NC DWR, 401 & Buffer Permitting Unit
Raleigh Regulatory Field Office
Attn: Ms. Sue Homewood
512 North Salisbury Street
Raleigh, North Carolina 27604
����ad�D
OCT 2 4 2017
��T�q� PREERt�jTf1NG UNIT
Reference: Request for Water Quality Certification (WaC) #4088
GTCC Road Extension
5800 Stanford Road
Jamestown, Guilford County, North Carolina
ECS Project No. 49-3365
USACE File No. SAW-2016-01670
Dear Ms. Homewood:
October 19, 2017
Please find the attached Pre-Construction Notification (PCN) Form, including supplemental information
and Water Quality Certification Fee for Minor Water Quality Applications ($240). ECS respecHully
requests the use of WQC #4088 for a roadway extension. The proposed impacts to waters of the US
(wetland WA and stream SA per the attached impact maps) are for the purpose of the construction of a
road extension to connect the main campus of GTCC to the south west corner of the property located at
6012 W. Gate City Blvd. in Greensboro, NC. A 50 foot right of way will be used for roadway construction
of a two lane paved road and installation of a 60 inch diameter RCP pipe. The proposed permanent
wetland impacts will consist of inechanized land clearing, excavation and fill. Temporary wetland impacts
for hand clearing in wetlands are also proposed. There are a total of 0.117 acres of permanent wetland
impacts and 0.037 acres of temporary wetland impacts proposed. The proposed permanent stream
impacts will include culverting and rip rap fill. Temporary stream impacts for dewatering are also
proposed. There are a total of 107 linear feet of permanent stream impacts and 13 linear feet of
temporary impacts proposed. Riparian buffer impacts are being coordinated with the Town of Jamestown.
We look forward to your attention to this request. Please contact ECS with questions or if additional
information is required.
Sincerely,
ECS SOUTHEAST� LLP
/ �
/
Jason Hales
Senior Project Manager
910-604-0462
jhales a(�ecslimited.com
C! •\
W • ����
W. Brandon Fulton, LSS, PSC, PWS
Environmental Principal
704-525-5152
bfulton anecslimited.com
ECS Capitol Sernces. PLLC • ECS Florida, LLC • ECS Mid-Atlantia LLC • ECS A4icTwest, LLC • ECS Southeast LLP • ECS Texas. LLP
www.ecslimited.com

Office Use Oniy:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec'10 2008
Pre-Construction Notification PCN Form
A. A licant [nformation
1. Processing
1a. Type(s) of approval sought from the
Corps: � Sectian 404 Permit ❑ Sedion 10 Permit
1 b. SpeciTy Nationwide Permit (NWP) number: 14 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? � Yes ❑ No
1d. Type(s) of approval sought from the DW� (check all that apply):
� 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certifcation — Express ❑ Riparian Buffer Authorization
1e. Is this notification solely for the record For the record only for DWQ 401 For the record only for Corps Pertnit:
because written approval is not required? Certification:
❑ Yes � No ❑ Yes � No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation � Yes ❑ No
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concem (AEC)? ❑ Yes � No
2. Project Information
2a. Name of project: GTCC Road Extension
2b. County: Guilford
2c. Nearest municipality / town: Jamestown
2d. Subdivision name: N/A
2e. NCDOT only, T.I.P. or state N�A
project no:
3. Owner Information
3a. Name(s) on Recorded Deed: Guilford County Technical Community College
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if Mitch Johnson
applicable):
3d. Street address: 601 E. Main Street
3e. City, state, zip: Jamestown, North Carolina, 27282
3f. Telephone no.: 336334-4822 �]
3g. Fax no.: 919-854-0355
3h. Email address: mjohnson@gtc d EQ_ A R ESOURCES
4
nrr e � oni�
VVI Y • LVII
pENR • WA7ER RESIXMCES
TRANSPOfTTAT10N PERMffT�NG I»JIT
Page 1 of 12
PCN Form — Version 1.3 December 10. 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: � Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.: �
4g. Fax no.:
4h. Email address:
5. AgenUConsultant Information (if applicable)
5a. Name: Jason Hales
5b. Business name ECS Southeast
(if applicable):
5c. Street address: 6714 Netherlands Drive
5d. City, state, zip: Wilmington, NC 28405
5e. Telephone no.: 910-604-0462
5f. Fax no.: 910-686-9666
5g. Email address: [e-mail]
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): 7832011067
1 b. Site coordinates (in decimal degrees): Latitude: 36.00276 N Longitude: -79.912357 W
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 1.5 acres
2. Surtace Waters
2a. Name of nearest body of water (stream, river, etc.) to gull Run Creek. NC SID: 18-74-53.
proposed project:
2b. Water Quality Classification of nearest receiving water: C;Sw
2c. River basin: Cape Fear, Randleman Watershed
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project area is located east of the GTCC campus. The project area currently contains a natural gas and power line
easement. The area is undeveloped with the exception of natural gas monitoring station and power line towers. The
project area will border the ROW for Guilford College Road.
3b. List the total estimated acreage of all existing wetlands on the property:
0.17
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
. �200
3d. Explain the purpose of the proposed project:
To preserve the safety and mobility of the travelling public through the connection of parking lot at 6012 W. Gate City Blvd
with the main campus of GTCC.
3e. Describe the overall project in detail, including the type of equipment to be used:
GTCC to install one 60" @ 64' Class III CMP buried at a minimum of 1' with an aluminum inlet and outlet headwalls
(8.125' with one 2.125' wing and one 6.5' (16.75' total)). Class 1 Rip Rap would be placed upstream and downstream of
the structure inlet and outlet for flow redirection and structure protection. Standard road construction and pipe
replacement equipment such as cranes, excavators, dump trucks, and similar vehicles would be used for the project.
Proper erosion and sedimentation control measures would be employed throughout the project.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past? � Yes ❑ No ❑ Unknown
Comments: SAW-2016-01670
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ❑ Preliminary � Final
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: ECS Carolinas, LLP
Name (if known): Ken Vilagos Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
May 12, 2016, JD (SAW-2016-01670) attached.
5. Project History
5a. Have permits or certifications been requested or obtained for � Yes � No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Future Project Plans
6a. Is this a phased project? ❑ Yes � No
6b. If yes, explain.
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
� Wetlands � Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

2. Wetland Impacts .
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number — Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ — non-404, other) (acres)
Tem ora T
W1 ❑ P� T Hand Clearing PF01C � Yes � Corps 0.016
. ❑ No ❑ DWQ
W2 ❑ P� T Hand Clearing PF01C � Yes � Corps 0.021
❑ No ❑ DWQ
W1 � P❑ T Rip Rap Fill PF01C � Yes � Corps 0.002
❑ No ❑ DWQ
W2 � P❑ T Roadway Fill PF01C � Yes � Corps 0.113
❑ No ❑ DWQ
W3 � P 0 T Rip Rap Fill � Yes � Corps O.UO2
❑ No ❑ DWQ
� P � T ❑ Yes ❑ Corps
0 No ❑ DWQ
2g. Total wetland impacts 0.154
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - � (PER) or (Corps - 404, 10 stream length
Permanent (P) or intermittent DWQ — non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
S1 ❑ P� T Dewatering SA � PER � Corps 3 4
❑ INT � DWQ
S2 ❑ P� T Dewatering SA � PER � Corps 3 9
❑ INT � DWQ
S1 � P❑ T Rip rap SA � PER � Corps 3 16
❑ INT � DWQ
S2 � P❑ T Culvert/Headwall SA � PER � Corps 3 75
❑ INT � DWQ
S3 � P❑ T Rip rap SA � PER � corps 3 14
❑ INT � DWQ
� P ❑ T � PER � Corps
❑ INT � DWQ
3h. Total stream and tributary impacts ' 120
3i. Comments: .
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number — (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent(P)
or Temporary
T
01 ❑P�T
02 ❑POT
03 ❑P❑T
04 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed, then com lete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose of (acres)
number pond
Flooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
Sf. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surtace area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar-Pamlico ❑ Other:
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) for impact Stream name mitigation (square feet) (square feet)
or Temporary required?
T
B1 ❑ P 0 T Ex ensaon UN Tributary to Bull Run � Nos
B2 ❑ P ❑ T ❑ Yes
❑ No
B3 ❑ P ❑ T ❑ Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The tie-in to Stanford Road was fixed in location because of existing private property and the Fire Training Center. There is
limited GTCC road frontage on opposite side of the road restricting potential crossings. In addition, the utility crossings of an
existing gas distribution line and Duke Power transmission towers had to be managed. The Railroad crossing in close
proximity impacted availability of crossing options as well. The road grade was dictated by the tunnel elevation. In order to
minimize the impacts to the stream and wetlands, a narrow roadway and 2:1 side slopes were utilized. The design follows the
existing topographic contours and the rip rap fill is a minimum to protect the structure and reduce flow energy. A new stream
alignment is proposed to restore a more natural pattern and profile to the system. To avoid widening the stream channel or
reducing the depth of the stream in connection with this construction activity the pipe will be aligned with the stream channel
and will be buried approximately 1 foot below the natural stream bed. NCDOT design recommendation is minimum
requirements for State standards.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Work in the dry to minimize aquatic impacts. Sediment fencing around limits of disturbance.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for � Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply): ❑ DWQ � Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this project? � Payment to in-lieu fee program
❑ Permittee Responsible Mitigat'ion
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In-lieu Fee Program
4a. Approval letter from in-lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: 0.117 (0.25) acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments: Mitigation credits have been requested from DMS.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires � Yes ❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified � Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
� Yes ❑ No
Gomments: Sediment erosion control plan attached
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? —25%
2b. Does this project require a Stormwater Management Plan? � Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The project will be completed in accordance with the NCDOT BMP manual to the maximum extent practicable. Construction
stormwater management will comply with NCS 000250.
� Certified Local Govemment
2e. Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
❑ DWQ 401 CJnit
3. Certified Local Government Stormwater Review
3a. In which local governmenYs jurisdiction is this project? Jamestown
❑ Phase II
3b. Which of the following Iocally-implemented stormwater management programs ❑ NSW
❑ USMP
apply (check all that apply): � Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ❑ Yes � No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the following state-implemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
❑ Other: NPDES
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? - � ❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the � Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ❑ Yes � No
Comments: A Minimum Criteria Rule Compliance Checklist was prepared by
Volkert.
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surtace Water or Wetland Standards, ❑ Yes � No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes � No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in � Yes � No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
Minimal transportation impact resulting from this road extension, this project will neither influence nearby land uses nor
stimulate growth. A detailed indirect of cumulative effects study will not be necessary.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this projed occur in or near an area with federally protected species or � Yes � No
habitat?
5b. Have you checked with the USFWS conceming Endangered Species Act
impacts7 ❑ Yes � No
❑ Raleigh
5c. If yes, indicate fhe USFWS Field Ofice you have contacted.
❑ Asheville
5d. What data sources did you use to detertnine whether your site would impact Endangered Species or Designated Critical
Habifat?
A site review request was sent to the NC Natural Heritage Program (NHP) on August 28, 2017. The NC NHP response
received August 28, 2017 Indicates that there are no records for rare species, important natural communHies, naturel
areas, or conservatioNmanaged areas within fhe proposed project boundary. A summary memo of the NCNHP report is
attached.
8. Essential Fish Habitat (Corps Requiroment)
6a. Will this project occur in or near an area designated as essendal fish habitat? ❑ Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Essential Fish Habitat Mapper v3.0.
7. Historlc or Prehlstoric Cultural Resources (Corps Requlrement)
7a. Will this projed occur in or near an area that the state, federel or Vibal
govemments have designated as having historic or cullural preservation � Yes � No
status (e.g., National Historic Trust designatlon or properties signifipnt in
Nortl� Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
NCSHPO web mapper htto://ais.ncdcr.aov/hooweb/ was reviewed on August 28, 2017. No historical or cultural sites were
shown mapped in the project area. Summary image attached.
8. Flood Zone Designation (Corps Requlrement)
Sa. Will this project occur in a FEMA-designated 100-year floodplain? ❑ Yes � No
Sb. If yes, explain how proJect meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determinatlon? FEMA GIS Layer
Jason Hales �,(� 10/19/17
/
ApplicantlAgenYs Printed Name Date
Applicant/AgenYs Signature
enPs si nature is valid on if � authorization letter from the a icant
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

is rovided.
Page 12 of 12
PCN Form — Version 1.3 December 10, 2008 Version

Mlllgatiun Srrvh-es
[MV IRYMME HLAL OU�iITY
Odober 19, 2017
Mitch Johnson
Guilford Technical Community College
PO Box 309
Jamestown, NC 27282
Project: GTCC Road Extension
ROY COOPER
>IICHAEL ti. REGAN
Expiratlon of Acceptanca: 4/18/2017
Counly: Guilford
The purpose of this letter is to notify you that the NCDEQ Division of Mftigadon Services (DMSj is willing to
accept payment for compensatory mftigation for impacts assodated with the above referenced project as
indicated in the fa61e below. Please note that this decision does not assure that participation in the DMS in-
lieu fee mitiga[ion program will be approved by the permit issuing agencies as mRigadon for project impacts.
It is the rasponsibility of the applicant to contact pertnitting age�cies to determine if payment to the DMS wiil
be approved. You must also comply with all other state, federal or local gavernment pertnits, regulations or
authorizations associafed with the proposed adlvlty including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permitl401 CertificationlCAMA permlt wlthin this time freme, this
acceptance will expire. It is the applicanYs responsibiliry to send copies of the permits to DMS. Once DMS
receives a copy of the pertnft(s) an invoice will be issued based on the required mitigation in that permit and
payment must be made prior to wnducting the authorized work. The amount of the in-lieu fee to be paid by
an applicant is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to uu the DMS, the impacts for which you are
requesting compensatory mRiga6on credit are summarized in the following table. The amount of mitigation
required and assigned to �MS for this Impact is determined by permitting agencies and may exceed the
impact amounts shown below.
RHer 6asln � Impact Loeatbn ImpaCt Type Impact Quendty �
� _ _��8digk HUC) _
Cape Fear 03030003 �Riparlan Wetland� 0.117 —�
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mdigation will be performed in acwrdance with the In-Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest in the DMS in-lieu fee mitigation program. If you have any questions or need
additional information, please contact Kelly Williams at [phone].
cc: Jason Hales, agent
Sincerely,
_ �
I '`t� ' J ^ �
Jamgs. 8 Stanfill
Asset h/�anagement Supervisor
SteteofNoMCwlia l �virorweoulQualiryl Mitgniov5<rvi�za
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EMPORARY ' �
ETLAND IMPACT #1 � ,°'.�
— -=B� �-�� � ' F �
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PERMANENT WETLAND /MPACTS LF ACRES
RIP RAP FILL WETLAND /MPACT -1 .002 � �
ROAANAY FILL WETLAND /MPACT-2 OJl3 � /
R/P RAP FILL WETLAND IMPACT-3 '�2 /=64� —6��� l 1 CP @.
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TEMPORARY STREAM /MPACTS LF ACRES
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GUILFORD TECHNICAL
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�t ►.�A ��I`1 /,►� �it:/. —��
HYDRAUCIC DATA
OESIGN DISCHARGE 120 C.F.S.
FREOUENCY OF DESIGN FL000 50 YRS.
DESIGN H[GH WATER ELEVATION 807.05 FT.
DRAINAGE AREA 0.0817 SO.MI,
BASIC DISCHARGE c1001 123 C.F.S
BASIC H[GH WATER ELEVATION 807.17 FT.
OVERTOPPING FL000 DATA
OVERTOPPING DISCHARGE 123 C.F.S. '
FREOUENCY OF OVERTOPPING FLOOD 100 YRS.
OVERTOPPING FL000 ELEVATION 807.17 FT.
�TOLKERT
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;�'� �aw,as
TEMPORARY
WETLAIUD lM
N0. I DATE I BY
.�;.�. ..
- ►. ► �
'-:'• �
'�'i .
''�0�
� ::.`
a:�.�
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/
' I STREAM IMPACT #lI
RlP RAP FILL
WETLAND IMPACT #1 ���
� RAP FILL ��� ��
�REAM IMPACT #1 � � �
RT —ST REAM IMPACT #2 � �
r_���
� RlP RAP FILL # ���
ST REAM IMPACT
� �
\���� � ��,�,�
�
� �
�TEMPORARY
� �STREAM IMPACT #2
� � BL
\ �S'c
� A
DlK �
c�
#� TEMPORARY WETLAND /MPACTS LF ACRE5
TEMPORARY WETLAND /MPACT-1 OA/6
TEMPORARY WETLAND /MPACT-2 OA21
TOTAL 0.037
DRAINAGE
RMH
JJN
�; �' i
i / �
I c
� � �
v� //' \ \
> �� �
20 0 10 20 40 60 80
uui�rvrcu i ecnrvicH�
COMMUNITY COLLEGE
SHEET NO.
6012 CONNECTOR ROAD
DRAINAGE SECTION oF

SHEEf NO.
iCi7

UVlo.JV I I
BURIED 1'
(80302 — 60
STREAMBED
�� VJLD INVERT
FTo UPSTREAM
ELEVATION)
��lo�� — � ��� ���J INVERT
BURIED 1'
(80200 — 60
STREAMBED
FTaDOWNSTREAM
ELEVATION)

�R os�o� co�rTR o�, �LA�
1. PERSON TO CONTACT SHDULD SEDiNENT CONTROL ISSUES APoSE DURING
LAND-DISNR8ING ACTf1AlY.
OVAME: MITCH J4HNSOJd TELfPHDNE: ;;5-�4-492 X 502B7
2. PER59N (5) FiRN {S) FltJAPlClALI.Y RESPONSIBLE FOR THIS IAND-
DISTURffiNG ACTMTY.
GTCC FACILfIY OPS. & SAFEfY
NA}dE OF PERSON (S) FlRM (S)
P. 0. BOX 309 601 E. NWN STREEf
MfJLING ADDRESS STREff ADDRE55
JAMESTOYlN, NC 27282 JAAlESTOWH, NC 27282
CRY STATE ZIP CfiY STATE 21P
3. APPOIN7E4 AGENT TO RECENE ANY NOTICE, PR4CES5, OR PLFJ+DING
IN AfiY ACTION UF LEGAL PROCEEDING ARISING OUT OF ANY A9ATTERS
RELATIP:6 TO ERDSION CONTROL MEqSURES.
MfTCH JOiL�iSON
NAME Of INDMDUAL SIGNATURE OF AGENT
GTCC 336-334-4822 X5D287
PLACE OF BUSItvESS BUSINESS TELEPKONE
601 E. H1AIN ST., JAA�ESTOWN, NC 27282
ADDRESS
DISTURBfD ARFA = 151,4fi2 SF (3.5 AC)
AREA 70 BE SfABtLIZED = 87,t99 SF (2.0 AC)
RANDLEIdAfd LOWER lAl(E WATERSHED
SUIL iYPES: EtJOtd FINE SANDY LOAM (En8)
ENON FlNE SANDY LOAA4 (EnC)
14F,F6R 7Y1 TiIE 1011 �JORTN CAROIJNA DE!'ARTMENT' OF TRANSPORTilTLOX
STANDARD SPECIFICATIONS FOR ROADS AND STRUCiURfiS':
NpTE: THE GTCC JAM6STY1{V1V CAMPUS MASTER WAT6NS� PTAN NAS ACCONT6D
FOR TtlIS I�N' COIQNEC7�DR ROADiVAY FOR IMJ'ERVIOUS SURFACS. TXiIS A
STRUCTURAL SCM IS NOT REQU►RED.
�TOI�K�RT
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GUILF�RI� TECH11lICAL
C01V[1VlU11��TY COLLEGE
JAMEST� 1�j11 t,111C
BEWN PR01ECf
6012 CONNECfOR ROAD
��
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1
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END CONST.
�
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END PROJECT
CONNECTOR ROAD
� � -Y- 5fA.12 � 86_9�
END CONST.
� $
11 �
v
�
�
�� _ri- STA. 6+90.17
�� END CONST.
CC)111�T'RA CT #
6012 ��11t11tECTOR RDA�
�-,._�.�. P2EVISIONS
= I --- -
PilBLiD�7ARY PLAN6
a�a.,r>�rnw+
SURVEY INFORMATION BY:
McKIM & CREED
1730 VARSITY DRIVE
SUITE 500
RALEIGH N.C. 27606
(9'19)233-8099
ER�ION AND SEDIMENT (ANTROL MEASURES
�c�in
�—�
Tempor.rf Silt Fcore —IIF---IFH-il�
Tsmgoroep Syadnl 5ediment Conleol Fcnu �
Tempornr� Rock Sil� Cbeek T)pn'Il.... �
ftach In1et Sedimeni 7'eap:
Type �. . .. . ..... ��
Limil o� nislurLnncc
Trcopor�r� ni�enioa. .
—LOD— LOD —
—� '�'p
I�er: Pcirealn M1r
I�
ALPHA & OMEGA GROUI'
C1�'ll �$7R1!C11!RAl � 1YAilk k65����RCl5
�lA1 Lale Loene Ti�lC.�rc. �' FalriAA, A'(:::tdO
PB�ne 979YdJ UllV Y+� YlY YXl IiIF/
Fi�c L:rro.�A'.• C�lsH ,o,prour�r.�n
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GUILFORD TECHHICAL
COMMUNITY COLLEGE I F
y 6012 CONNECTOR ROAD s"`�� "�' -
EROSION CONTROL Ec-� c� �

DIVI�I�N �� �IIGHW�YS
STATE �F N�RTH CAI��LIAT.4
SC�IL �T�iBILIZATI0111t TIM�FI�AMES
SlT E DESCR/PT lON ST ABILI ZAT IOIU T lME T I lr9EFRAME EXCEPT IONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES i DAYS NONE
HIGH QUALITY WATER iHQW) ZONES 7 DAYS R10NE
SLOPES STEEPER THAN 3:1 7 pAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1. i4 DAYS ARE ALLOWED. �
SLOPES 3:1 OR FLATTER oq p,qyS 7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WiTH SLOPES FLATTER THAN 4:1 Iq DAYS NONE. EXCEPT FOR PERIMETERS AND HOW ZONES.
mcrs+rsxrauoarr.
s;a�t za
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+wi �ac,� i�.��a� 7ro�1. Sic Jf: Fv7ri�E. A•F1ittJ
NhonrYfoYdf o1�0 FesA/9 PNI tl1Jf
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J "(rh��y 14�7;'

DIVI�I�N �F HIGHWAY�
STATE �F I��RZ°H C�.R�I,INA
SOI.L ST�I�ILIZ�4Tlo1�
l'ERMAIVEI�T SOIL I2EII�FOI2CEM�T ,lVdAT
CONST LINE FROM TO SJDE ESTIMATE fSYJ
SHEET ND. STATION STATION
—L— 10+20 12+5Q LT 105
5U tOfAl. 105
A0� I t I ONAI, PSRM 'f0 0E I N5 AI.I.E�
tOtA� 105
5AY 105
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1r11�2.L^ Iq.f�OftS
SII11�1VrA�ZY SHE�T
PER11�9NE1�T SOI� REI11lFOltCE14�E1�"T �9T
COWST UNE FROM ro SIDE ESTIMATE fSY1
SNEET N0. STATION STATION
P1nN P4[Fpp��! 6Y
��
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fntil L+lr 6nuue 7Y�i4 rIr �Y' k�lr:�b. NCi^.M+'�
!'Anne VlY4r'I ti.1/n F+� uIV .9N/ ��I(!
F"liur Lirre �A'.�("-f6+'I nvw.a�Fraur.�om
e!C i.?'vR:t k„^.7Ri�ALO
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GUILFORD 7ECHNICAL
COMMUNITY COLLEGE
6092 CONNECTOR ROAD
EROSION CONTROL

DESIGN NARRATIVE
THIS PROJECT CONStS'fS OF CONSTRUCTiNG A NEYJ ROADVlAY TO CONNECT D(ISi1N6
GUILFORD COLLEGE RDAD i0 SfANFORD RDAD ON CSIILFORD TECHNICAL COE7aUN(TY
COLI.EGE'S CAA3PUS. TF� PROPOSED ROApPIAY CONSIST OF 1W0 LANE$ Y�I7H Ni0
RIAY TRAFRC. THE PROPOSED ROA9WAY VIILL 'fUNNEL BEPIEATH GUILFOf� CQLLEGE
ROAD TO PRONpE THE ACCESS TO Sf/S1F�RD R�A9. A 60-INCH D1AMEfER CROSS
PiPE IS DESIGNED TO CARRY iHE IXISiING CREEK BENEATH THE PR�FOSED ROADWAY.
PIPED STORM DWUhACE SYSTEM IS PROVIQED T� CAPTURE AND CDNVEY SfORlAVlATER
RUNOFF FRQM THE RDADWAY SURFACE TO TWE E%�STING CREEK.
SOIL EROSION AND SEDIMENTATION CONTROL NOTES
1. �NSTAIl TEMPORARY EROS�ON CAYTROL DMCES SHOYiN IN THESE
SHEE75 PRfOR TO ANY IAND �ISNRHMCE OR D�MOUftON WDRK.
2. CONTHACTOR SHALL ddAIPlTWH ALL SEUI�ENTATtaN CONfPiOL OEViCES
AND PERIODI�ALI.Y REb1DYE ACCUMUTATED SEDI9EEPIT i11R0UGH0UT
DURATIDN QF 7HE PROJECT IN ACCORU4AICE Wfii NCOEAlLR,
3. FlLL SLOPES OVER PROPDSfD 60' RCP k GUILFORD COLLEGE R�AD
SHALL BE STA9'+LJZED IYiIFI EROSION COMIROL AIATiING.
4. CUf SIAPES AT EACH EPiD OF TkE PRDPdSm TUNNEL SF4N.L BE
STA9NZED 1YITH EROSIOY COMROL A"ATfIHG.
STOCKPILE MAINTEAIANCE REOUIRED
1. SEEDING OR COVERAlG 5i0CKPILES WfiH Tl�iPS OR I/ULCH iS
REQUIRED APID 1'�LL REDUCE EROS''ON PR081EM5. 7ARPS SHOULD BE
F�YED IN AT iHE TOA OF THE SLOPE TO KEEP WATER FROM
Ri1NNlNG UNDERNFATH THE TARP.
2. IF A STOCKPILE IS TO REbllJN FOR FUTURE USE AiTER THE PitOJECT
IS COMPLEfE, 1HE FlIdANCIAL RESPONSIBLE PARiI' IAUST NDTIFY
GUILFORD CAUNf`f Of A NE4Y RESPON519LE PARI'f FOR 1HAT STOCK
PiLE.
3. THE APPROVEU PLAN SHALL PROYdDE FOR iHE USE OF STAGEO
�EDItiG PND MULCHING ON A CONfiNUAL 6AS15 YlHILE 7HE
STOCKPILE IS IN llSE.
4. ESTABUSH AND MAItL7AN A YEGEfATNE BUFFER AT iHE TOf 6F THE
S�OPE (1NHEF� PRACi1CAl).
5. SlLT FEt�CE fS RE4UIRED AT 7HE TOEbF P1L STOCKPILES AROUND 7HE
PERIMETER OF TfIE STQCKPILE.
�TOLKERT
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I�IV��I�N �� �IIG�-IW�'��
STAZ`E �F I�T�I��°H CAR�LINA
TEMPORARY SEEDBED PREPARATION
1. CHIS�. COMPACTED AReAS RND TOPSOlL 3 ENCHES DEEP OVER ADVERSE SOIL
CQN9RWNS, li' AdAflABLE.
2. RIP iHE ENTIRE AREA TO 6 L^7CHES DEPTH.
3. REMOVE ALL LODSE ROCK, RODTS AND OTHER OBSTRIlC7I04S LFAViNG SURFACE
RfAS017A8LY SfA00TH AM� UNIFORu.
4. APPLY AGRtCULiURAL L1ME, FERiILIZfR MI� SUPERP1i0SPHATE UNIFORAILY AND
MI% NRH S�L {SEE BfLOW •).
5. CONTINUE TILlAGE UNTIL A VIELL-PULVERIZED, FIRA1, REASONABLY UNIFORbI SEEDBED
6 FREPARED 4 10 6 INCHES DEFP.
6. SEED ON A FRESHLY PAEPARED SEEDBED AND C6VER $EED UGHfI.Y WITH SEEDING
EOUIPMEHf OR CULi1PACK AFfER SEm1NG.
7. MULCII IbLMEDIhTELY AfTER SEEDIkG ANO ANCKOR MULCN.
B. UdSPECT ALL SEEDED ARFAS AtdD MAKE NECe^SSN2Y RFPAlRS OR RESEEDING YlfiHIN
7HE PIANTING SEASON. G P0�191E. If GRASS 4H011LD BE OVER 6D75 D.UTAGED,
REESTABLISH FOLLOWINC ORIGlKAt 11ME. FERTILIZER AND SEEDING RATES.
9. CONSIRT SkEC EDMRONMENTAL EtdGlhEERS ON MklNiENANCE 1R&UMENT AND
►�n�¢nnoN n� P��+arr crn� is Es�aeussiID.
• APPLY: pGRICULTURAt LIMESTONE -
2 TONS / ACRE
3 TONS / ACRE IN CIAY SOILS
FERTIJZER - 1,pQ0 LBS. / ACRE 10-10-10
su��a�+os�rv+r� - soo �es. acae zo� aw,t.vs+s
AlULCH - 400 GNiONS / ACRE SMALL G3iAlN STRAW
ANCHDR - ASPHALT EhtUL51QN AT 3QD CALS. /ACRE
10. SEE SHEEf L-7 FOR PERAIANENT SEEDti�G SCHEDULE.
TEMPORARY SEEDING SCHEDULE
SHOULDER. S1DE DITCHES. SLOPES (3:1 MAX.1
DATE NAE PLANTItdG i2ATE
(LBS. / ACitE)
AUG. ]5 - NOY. 1 TALL FESCUE 300
hOV.I - NAR. 1 TALL FESCUE AND ABRUZZI RYE 300
MAR. 1- APR. 15 TALL FESCUE 300
APR. 15 - Jl)� 30 HUtLED COA4MON BERMUDAGRASS 25
JULY 1- AUG. 15 TALL FESCUE @yp 125
"�� BitOWhTOP MILI.Ef � 35
+•� SORGHUM-SUDAk HYBRIDS 30
SLOPE� (3:1 TO 2:1)
MAR. 1- JUNE 1 SERICFA LESPEOEZA SD
�
MAR. i- A�R. 15 � TALL FESCUE 120
b1AR, 1- JUNE 30 ¢� Qpl HULLED C041M�N BERR7UpAGRASS 25
��� TALL FESCUE ��
••• BROWN M.ILLEi Qg 35
••' S9RGHUM-SUDAN FiYBWDS 30
SEP. 1- Ma.R. 1 SfRCN LESPEDElA (UNHULLED-UNS�APoFlED) 70
�yQ TALL FESCUE ��
FOV. 1- M.AR. 1 �Np ABRU2ZI (i(E 25
CONSULT SkEC ENVIRONNENTAL ENGENEERS FOR /�DITtOAlAL INFORMATION CONCER�lING
OTHER ALTEFdVATNES FOR VEGEfATFON OF DENUDm ARFAS. THE ABOVE VEGEiA110N
RATES ARE iHOSE WH1CH UO WELL UNDER LOCAL CONDRIONS. O7NER SEED�NG
RATE CAlABINATIONS ARE PDSSIBLE.
�•• 7EMPORARY - RESEE� ACCORDING TO �PTIMUM SFASOti FOR DES�RED PERMJ+N�Ni
VEGE(AT10N. DO NOT ALLOW TEMPORARY COVER TO GROW 12' IN HEIGHf BEFORE
MOWIYG, OiHERWISE FESCUE MAY BE SIU�DEO OUf.
_ _._..___._., ..__._ .._..._----
i REVISIONS
_ DniC 6r..1._..�. ._... ��......_._"_..
EROSION CONTROL CONSTRUCTION SEQUENCE
7. SqimULE A PiE-CONSfRUC710N CONFFRENCE WIlH NCDEMIA. 09TAIN A IANp
DISfI)RBEIG PER!!R.
PHASE 1:
1. WSfALL CRAVEL CONSlRtEL7i0H ENiRAPtCE PAD, iEMP6WVi! SLLT FENCE, SRECC4L
SFDiMFM CONiROL RNCE, IMP£RYlOUS D7K£S. S7RfAM WMP MOUND SYSfEM AS
SH6Wk ON TME PHASE 1 60 LNCH RCP INSTALIATION PLAN. CLEAfi g"dIY AS
NECESSi1R9 TO lNSfALL THESE 6EVIC6. SEm ASL DlSNRBED AFiFJS NOT AfFECfED
BY CQNiiNUFA C(AdS7RUCT10V. IMMEDN7ELY AFfEf2 CON5iRUCiION.
2. �K5fAll 4EICPORA9if PU1� AHOl1T1D �YSiEM YO REDIRECT STqFAM FL01Y.
3. CALL FOR A41 QNSffE. UdSP�CfIDTI BY kCDEMiR TO 08fAN! A CERItFlCAiE Of
CpMPLIANCE QR LET9ER OF APPeTOVAI.
4. INSPALL TNE PRDpOSED BO-ItiCH RCP CULYERf '�IH THE DRY". SEE SHEE7 EC-4A,
5. U90N C07d?LEIiON OF 7HE INSfALU710.N OF iHE fi0 ItSC+1 CULYERT. PRO7ECT ALL
DISTURBED 0.4FAS, ILOT dFFECTCO Ht COHTtNUED CONSTRUCTION.
�� ::
�. u�srnu �uaoruRr snr �r+c�, �aaowusr sc�nmEw ensi�s No. � uao ua. s.
TEl/PORARY SE01\7ENf 7AAP5 ND. 1 AND ND. 2, 7E6!POPARY DNERSIO\I Q1fq1ES,
��rowu�r swa= �ANt�, M6D A11 OTMER MfAS11RE5 AS SHOWN ON THE PHASH
2 CLFARN6 AND �GRU&BINC FROSION CAMIR6L PIAN.
2 (AFAR OtdLY AS NECESSARY TO INSfiLL1 THESE O�YICES, SEED 7E11PORA,4Y
ONERSIONS, BFRtd5. BAS1N5 ArR1 /SL 07H£R DIS(UFffiED ARFi�S Ia�MEDU7EI.Y Af7ER
co�ucnar+.
J. GV.I FOR AN 9H5[TE WSPECf10N 6Y tiCGEMLR TO O�fAGY A CfFfIFICATE Of
COIAPUNdCE OR 1.E�7ER OF APPRWAL
PWSE 3:
1. WSiALL ST04Gt SEWER AND PROTECT LINES WPM 6LOCK AND CRAVEL INIEf
COMROLS, SEOIA4INf iRAPS DR OiHER APPROVED MFlSURES AS SFtOWN 4N THE
PLANS. BEGM C6TSTRUCTION.
2. STp91J2£ 54fE !S ARiAS !J{E BROUGM UP TO FlNISH CRME WifH YEGETAi�ON,
PAVINC, OiTCH llNINCS, EfC. SCED AHD MULCH DEP'.UDED AREAS PER CRDUASD
srasiuunow n�a£ rwa�Es.
3. 11TtEN CONSfRUCi1DN IS CAMPLETE AND ALL AAEAS 0.RE STA811RE0 COfGPi.ETELY,
raii FOR A4 INSPECTION BY NCDEMLR.
4. IF 5liE 15 APRROUfD, REIAWE lEiAf�6RARY EROSIOPI CAMR01 !lEASl1RE5 AIiD SEED
OLT A7iD 5'fABIUZE IdJY RCSULTINtr 9ME AREAS. ALL RFJEiUNINC PEPdiNiEHf
ER6SION COMROI MFJSURES. SUCN AS VELOCfiY 6%551PAT6R5. SHOULD NOW BE
INSTALLED.
S. WHEN VEGEfAiF6N HAS BECOME ESiABi1541ED, CAl1 FOR A FINAL SITE iNSPECTIDN
B! TME CAUNTY WA7ERSHEO NANAC£fi. OBtAIH A CERTIF7GAlE OF CAMPLETON.
6 CANlRACfOR 51#qLL WJMWN N.L SEDIAtENTA710N COMR6L DEVICES A9JD
PER16DiGlLiY RElAOVE ACCUNUTATED SEDiNENT THRUUGHQUf TNE QURATION 6F THE
PRD.IECT.
2. CAPRRACTOR SNALL WNSiRUC� TEF�PORARY DNERSlONS �IREG'fE0 70
TEAIPORARY SLOPE DRAINS AT THE EtJD OF EACH Q4Y5 WORK AS THE
RQADWAY FlLL IS CONSfRUCIED.
r�sN ra�rno.,ir b.�
I�
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�41.+k� Nn..n� 7'�.i6 X�r.dC RaIr:XA. Nf:,':N�i
1'lnnr9/Y9d/ HJIn F�a 91� vF! ria5!
F„m tr..o.r�ro.. r-In.� e»... vcrnup r�m
up �xO:Eft u�.;p>,i{.4
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'�:�:VtY's,,n,y�S "':
7�'a{o,,;..:�;, ��-
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GUILFORD TECHNICAL

iEI�P�RARI( ROCK SILT CFIECK Tl(PE ��►+ WITH
�XC��.SI�R MATTING AN� P�LYA�RYL,I��D� �PA�)
�SEpIMENT CONTROL STOME
STHUCTURAL STOME
EXCELSIUR
I fVG
PLAN
A
J
MATTING
SECTION A-A
NOTES:
INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN
ACCORDANCE WITH F�OADWAY STANDARD DRAWING N0. 1633.01.
USE EXCELSIOR FOR MATTING MATERTAL AND HNCHOR
MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE.
PRiOR TO POLYACRYL.AMIDE (PAM) APPLICAT'ION, OBTAIN
A SOIL SAMP�E FROM PROJECT LOCATION, AND FROM OFFSITE
MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT
TO BE APPLIED TO EACH ROCK SILT CHECK..
INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM)
TO TOP OF MATTIN(a SECTION AND AFTER EVERY AAINFALL
EVENT THAT E�UALS OR EXCEEDS 0.50 INCHES.
INSET A
r� nee o crnr.i�
SECTION B—B
XCELSIOR
ATTING
;,LASS B STOtVE
NOT TO SCALE
P�ewPatr�atu6��:
r�
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MV/ Lalv Dean• %'r�i1 �t�. S(" lfal�i�h. NCPh%J
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�:.. �F7E 9T ± T m.A�f_�_ ,,._.w��� _��_ ROnC3ttiAT A'IiNNEL � SUaVE�'f0 ��BV' A�&C COMMUNffY COI.LEG� F
��,�.�.
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pm�tsww � CRAY.'ii er �,rc: 6012 CONNECTOR ROAD �—
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IS BASEU Q'� THE S1�TE PLbt;c COffiDIkAiES FSidE115t�ED EY
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fL"sYAiIuN: 634.i51f1�
THE l�Y�IiAGE CO?:31E,_D GRIG fCCiQA UiE6 (ih THIS PHWECi
IGRQIItl6 t0 GRIDI I:: 0.549G22Q2
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GRAPHIC SCALE
�GU�LFORD TECHNICAL — C ' �_
COMMUNITY COLLEGE r
V 6012 CONNECTOR ROAD ���E� �—'�=`—
PLAfV 5l1EET EC-q o;

STREAM PUMP AROUND CONSTRUCTION SEOUfNCE
1. CONiiiNCTOR SHALI RE11EW THE PiIUP AROVNO @ETAIL ON i}IIS
SNEEf PRlOR TO THE PRE-CONS7RUCIIDN N,�T�NG WlIH NCDEMLR.
2. COMFtACTpR SHA1.L PROViDE AN lMP'cRYlO'US 07KE .RCROSS 7:IE '
STREAUI TO PREVENi WATER FFMM EN(ERIIr'G 7NE WORK AREA F6R THE
60-IkCfi CULVIXT TO BE WSTAlED 1N THE DRY.
3. COHtF2ACTCR SHA;L PROV�DE A STREAM DSVERSION PlRStP GPABlF
OF PUERPMG SIREA.M FlAY! ARWWD 7Hf WORK WRFlDU7 tNtEqVEfiiRG
WiTH THE WORK.
4. CONiRA.,^TOR SHALL FROVI6E A DEWA7ERIItG PUkP !WD APPRLWED
DEWAiERIP'w^ FlLTRAl10N BAC TO 615CHA.RGE DOVRfiSLOPE OF 'iHE
S£�MQiT 1�EPERVt0U5 QIKE. -
5. ONCE ME eD�WCH CULVERT CONStItIlGTION i5 GOMYLEfE AND
APPRQVFO HP 7HE ENGINEER, 7HE S(REA61 641:KS AlJO STRFAV. 9f0
QV
SfiA4J. 6E SfABRR€D. FtIP RAP lNSTALLm AND APPRBVE[1 BY CVCOElAIR.
REldOVE TldE IMP6iYi0U5 DIKfS TO /U�.LOW 1HE STRFAM Tp FLOY!
TNRdUCH TiE CULViRT.
B_ UPt1N OBTMti14G MAROVAL FROk t1CD�lR, ENSfALL
PHASE-2 E6i05f0A! CONfF#1L MEASURES. AFfER 7HF ?'ri0.4f-2 EROSt4�l
eormtui M�s axe iKsraueo R�raove w+nse-i �osioy
COMROL M&SURES. REFER TQ SHEET EC-28 i0A REMNNING
COSTRItCTIQ7i SE411E13CP1G.
CROSS-PIPE COIVSTRUCTION SEOUENCE STA.14+35 -L-
1. INSTALL TE67POHARY SILT FEIiCE.
2. CO,YSTRUCT 1MPEf2VI0U5 OIKES. SEE lidPERV301f5 DIXE NOiES, THIS 5!#E£T.
3. iP1STALL PI1MP ARQU:iD SY5TEPd.
4. C0.tlSTRltCT PROPOSED 60'CROSS-PIPE AND HEABWALLS,
ZH TltE OitY.
5. COhSYRUCT SiREAM RELOCATION.
6. INSTALL C1A55 1 RIP RAP AT EACH END OF
CROSS PIPE. WITH ot0.*3-WUVEN GEOTExTItE �ABRIC.
7. FILL, CRAO£, SEfO AND MULCiI EXISTINC STitEAM IYNEAE INDZCATED.
f0
RcASUVE IA1PEFtVI617S DIKES TO AL1011 FLO& TNROUGH fA'CROSS-PIPE.
GRAVEL CONSTRUCi1DN
ENTRANCf t607.01
IMPERVIOU5 OIKE NOTESs
1. Tt¢ IMPERYIDUS DiKE tdAY BE COSTRUCTFD WiTH
SANU BACS, COFFER DAA1, STOtiE WflAPAED IH
PO�YPROPYLEt� 6R S�fi OTNER IN.PERVEDUS IAA7ERIAL
THp7 WILi EFFECTZVELY DZV€R7 THE STREAIA FLOIN
ARaIA`.'D TH£ MDRK AFtEA.
2. 6ISCNARCE HDSEl515HALL H£ SUfFICZENTLY
ANCHOREfl IN PLACE TO C6NYEY 7Hf DIVEfiTED
STREAN FL015 AS YNOICATED WI7NOUT CAUSIMG AHY
STRfAM DEGRADATION. "
3. THE CONiRACTOR SHALL SIY2UIT A DETAILED PLAN OF THE
IMPERVYOUS DIKE TO TkE £NLINEEA EQ8 APPROVAL
PRSOR TO INSTAILATIqJ.
�
�
.'°� iE1dP SILT F
n.a:= �000
SL = 30 Fi
5 = 4.5X
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10 TONS
CLASS IRIP RAP
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\ \
APPR0X.12 FT. S7HEAM REL9CAT1pN
TO lAATCN EXISTING STREAM .�
(SEE DETAIL THIS SHEETI �
/� APPROYED D'c7YATERING 6fl10E y�� OtYER51
/..-D15CHAFtGE HOSES J�PUAIP CAPA8IE
�C',��� , ��____.__'= __ p SD.000 GPM
PUWP SHOULD'--�.J ��� , �. /�.Dpu�nrewr� p� � ��
Qiscw�cE iwro � /�j '1��� �
sTRenaa ��/� � .� ... � ��.+ �° Al'1 "� •
� A /
� + L -�-� Ir L�IMN(E HOSE
mGE OF WATER;\C✓ �°w �►j�- �ovs o�a�ce �����.�m�2�~ ro �e•
�
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p���o�
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� ^
i
WORK ARFA ��� �r' uJl�� 6L01Y
,
T
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�CLFAN WA1ER Si.iDBAC'
D:KE iSEUIlAENT S�NIDBAG
D1KE 6iMEMS1W�5 SfMViM
SEC7IDN A-A
PUMP AROUND DETAIL _
-SCAL.Ec N.T.S.
PHASE f- 60° RCP INS7ALLA710N
SCAL& Y = 20'
�
STREAM RELOCATIOM MOTES
1. CONietACTOR'SHALL FILt, IN, GR+SDE,' S7aB3JZE. SEED AND nPALY
ldl11.CH TO TNE P.ORf4DN OF FFIE E%6571AlC�5YiFEAM TO•BE RELOCA7FA.
2. COiR NAT 80, OR APARWE� EqUAL, SHliLL BE [HSfAL1E� ALONG
7HE EAIBANKMENi 6F THE R€4.00ATECiPOR7tWa QF'lttf'STRFAa+� IN
ACCOa7DAPiCE �WI7H MN7LL'FAL'7URER'S ftEWMlAENDATpsYS.
I_L- 3. I�L4:A7E0 51REAA1 CRQSS-SEC710td 5l9Alt. IdhTCH. THE EXISTiNC
. SfRFPJA ;CR6SS-SECFION. REFER TO Sfi2EAM DEt� ,THIS SHEE7,
CONSTi2UCT "W THE DRY'.
.19+30 -L- a, exreno srR�a srr�iuu7io,� vRou ewo oF e�a ruP To Ex+snNe
2' LT. srr�aa 'ne-w Polsns.
R X, 3 FT. STREAM RELOCATION
kl CH EXISiING STREA!!
: D TAIL THIS SkEET1
-io roNs . ��
CL 55 I RIP RAP H g� 7,.
15
.� �JS WTpI 5785 P�. ETREAM
z eswc szo� �tna
3� � ' QIA1L1
vaTa can unr w ae
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SCRLEsN:LS
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14.T32 ! SF
EP�{�i;�� ?�P�ft 4Iii.�,��N'i t�};�Tk°�;. �ik,�SiliiPS
�vik� f::r�_S
T.y....r �.L f"..., _.-t,y_.�:_*�_
i.,.._.... �, .i,.,,>... ,.,..� c... ri_�_.
�.. �, u. i, o. i�i. I r.,. + r,�£
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e•.'.en.a...L.�.LL.� .�.,....a
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PAus�9i99B10.T1� F�a4J9.Y8JnaS!
Firm 6nen.�c A'n. C-H.�a u n n.a..Xroui�.r✓n,
;•� �aiH i:pRD�:.'•. /
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TEMPORARY SEDIMENT TRAP NO.1tLEFT)
pIST. AREA = 0.28 AC
DRAIN AREA = 0.5 AC
O10 = 2 CFS
VOL.REQ'D = 1008 CF
S.A. REO'0 = 871 SF
6�EIR LENGTH = 4 FT.
DEPTH OF FLOW = 1.5 FT.
WIDTH = 5 FT. fBOTTOM)
LENGTH = 15 FT. (BOTTOM)
DEPTH = 1.5 FT. BELOW GRADE + 3.5 FT. ABOVE GRADE
VOl PROVIDEO = 2042 CF
S.A.PROVIDEO = 8?5 SF
TEMPORARY SEDIMENT 7RAP N0.2 IRIGHT)
DIST. AREA = 0.32 AC
DRAIN AREA = 0.5 AC
�10 = 2 CFS
VOL. RE�'D = 1152 CF
S.A. REQ'D = 871 SF
WEIR LENGTH = 4 FT.
DEPTH �F FLOW = 1.5 FT.
69IDTH = 5 FT. IBOTTOMI
LENGTH = 15 FT. (BOTTOM)
DEPTH = 1.5 FT. BEL04� GRADE + 3.5 f7. ASOVE GRADE
VOL PROVIDED = 2042 CF
S.A.PROdIDEO = 875 SF
TENP SFLi F£fiCE
D.A. c 7500 SF
S.L. • 55 FT
5 = 4.5�
GRAVEL CONSTRUC
ENTRANCE 1607.01
TEMPORARY SEDIMEMT
TRAP N0.1 .
TE►t? StLT F
o.e. � eoao
S.L = 60 Fi
S=SX
P:�'�
�
,,•�
TEIlP SO.T fEkCE
DA. = 7Q09 SF
Sl. • 20 FT
5 = <7d
N �J'I� "�� �
G
r }� �.
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'�,�%
Y STA.13+30 -L-1 \
34' RT.
5PECIAL SEDIMENT
CONTROL
FENCE SECTZON
{TYP.) U606.UU
TEMPORARY SEDIMENT
TRAP N0. 2
�TEA[P iLT FEMCE 3 OUTLET
O.d.= B00 SF
SA,= FT
5 = (2%
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'�' �-
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151,467 SF
"�'
6ROSION AAPiiD S6Dfl16N7' W1dTilOL I�BASURBS
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T..r...r 5�6 P.... -�---r--y—
T.mr+.n 3c.�:.15.1e..� Cs,�..7 F.... �
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R.6 I.b £-ito..� Tr.f
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T.cr••.n D:�.ui.o. w
T.�p.r.n Sleo. D,.ie -
PHASE 2— CLEARING AND GRUBBING EROSiON CONTROL PLAN
-"'�' " SLAIE: I' = 20'
__ ..__--`REVISIONS -.u--_-`--- — SUBDMSIONS �—
_ _ � _ __.
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_uµ ���c _ COMMUNITY COLLEGE
�Y '='-' 6912 CONNECTOR ROAD
-s' '"�'- � EROSION CONTROL
FY J.-•F

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SKIMMER BASIN NOol SKIMMER BASTN N0.2
DIST. AREA = 1.� AC DIST. AREA = 0.50 AC
DRAIN AR�A = 1.7 AC DRAIN AREA = 0.85 AC
a10 = 5 CFS �i0 = 2.0 CFS
VOL. REp'D = 3060 CF VOL. REO'D = 1530 CF
S.A. REU'D = 1625 SF S.A. RE�'� = 650 SF
SKIMMER SIZE = 2.5 TN. SKIMMER SIZE = 1.5 IN.
ORIFICE SIZE = 1.25 IN. ORIFICE SIZE � 1.0 IN.
WYDTH = 18 FT (BOTTOM� WIDTH = 13 FT (BOTTO�RI
LENGTH = 53 FT iBOTTOMI LEfdG7H = 28 FT iBOTTOM)
DEPTH = 3 FT DEPTH = 3 FT
VOL PROVIDED = 4284 CF VOL PROVIDED = 1974 CF
S.A.PROVIDED = 1950 SF S.A.PROVIDED = 1000 SF
DRA4YDOWtJ TTME = 2.60 DAYS DRAWDOWN TIME = 2.42 DAYS
D ETAi L A
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REVI510NS SUB�IVISIONS
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- � E� S� O U T H E AS T, L L�'. �`Setting fhe Sfandard t`or Service"
+,� �eotechnicai • Construciit�n Materials_ � Environrnen�ai • FACIIIfI�S :' NC Regislarcd�Engineerinp Firm P=10Z8
NG Ra9istotesl Geoiepists Finn C-d4S
' SE Registered Enginee�inp Flrm 9230
. . Agent Authorization � �
� Property/Site: GTCC Road Exfension • .
� i
Address of Site: - north corner of GT'CC property �� �.. '
.
.
. � � in Greensbora NC . . ;
. � 36.00276 N..-79.91�2357 W . � '
' Parcel Identification Number (PIN): � � ;
: �
Owner Information: . � � _ �
. . . �
� Name: Guilford Countv Technical Communitv College I
. . ;
,
Mitch Johnson � ' `
�
Address: 601 E. Main Street �
' I
Jamestown. North Carolina, 27282 �
Telephone Number: 336-334-4822 • �
�
Fax Number: � 919-854-0355 � I
,.
E-mail Addr.ess: miohnson(a�4tcc.edu
i
Property Owner Certiflcation: j
. � I; the undersigned, a duly.authorized owner of record of the property/properties identified herein,
�� do authorize represenia#ives of the Wilmington Districf, U.S. Army. Corps of Engineers (USACE)
and/ or the North Carolina Division of Water� Resources (NCDWR) to enter upon the property �
herein described forthe purpose of conducting on-site•investigations and issuing a .
determination associated with Waters of tfie U:S. subject to Federal/State jurisdiction under
Section 404 and 401 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899. I also authorize ECS to act in my behalf in the processing of this request and to furnish
supplemental information in support of this request, including stream/wetland matters in •
coordination with the USACE and.the NCDWR field verification and p�rmit:application; .,
' - �
Property Owner Signature: - �
� Date: � � ' . � �' � � .
. ECS Gapitbl Services, PLL'C • EC5 Florida, LL.G r EC5 Mid-Atlantic,.l:LC •. ECS'Midwest, LLC • EC5 Southeast, LLP • EES Texas, LLP
� . www.ecslimited:com . .

U.S. AIiMY CORPS OF ENGINEERS
WII.MING'I'ON lllSl'R1C"I'
Action Id. SAN'-2016-U1670 County: Cuilford UB.G.S. Quad: NGGUILFORD
NOTIFICATION OF JURISll1CT10NAL DGTGRMINATION
Pruperty Owner: Cuilford'I'echnical Commw�ilv Coilcee AgenC F.CS Cnrolinns
xUn: D�n Sitko xttn: Ken \'ilaeos
Address: PO Boz 309 Address: 4811 tioccr Dl��d.
Jamesrown, NC 27282 Crcrnsbora �\(' 27407
COPY
Size (ecres) —1.5 Nearest Town Jamestown
Nearest Waterway UT to Bull Run River Basin Dew. NuNh Carolina.
USGS FIl1C 3030003 Coordinates 36.0026161 N,-79912I73 W
Location description: The nroiect erea is IocaleA on t6e south side of Guilfnrd Colleee Road, approximatelv 0.3 milc
west af its inferseclion wilh Wesl Ga[e Cilv Boulevard nt SR00 Stanford Rond in Greensbaro, Cuilford Counh�. North
Carolina The Proiect Area ic slwwn as lhe "Anvroxim:rte Lncafion of Proiect 4tudv Aren" on the attaehed shect [it1eA
"Fivurc 5 ppproximate StreamM�etland f lee LocNtion p7np."
lndicate Which of the Followine Aaplv:
A. Preliminary Determination
_ Based on preliminary ioforma�ion, there may be waters of the U.S. including wetlands on the above described pruject area,
We strongly suggest you have this property inspected to detcrmine the extent of Department of the Army (DA)
jurisdiction. To be considered final, a jurisdictional determination must be verified by the Corps. This preliminary
detemiination is not an appealable acfion under the Regulatory Program Administrative Appeal Process (Reference 33
CF'R Part 331). If you wish, you may request an approved 1D (which may be appealed), by contacting the Corps district
for fl�nher instruction. Also, you may provide new information for further consideration by ihe Corps ro reevaluate the
JD.
B. Approved Determination
_ There are Navigable Waters of the United Sta[es within Ihe above described property subject to lhe petmit requirements of
Section 10 of the Rivers and Hurbors Act nnd Section 404 of the Clean Water Act. Unless there is u change in the law or
our published mgulations, [his detcnnination may be relicd upon for a period not lo exceed five years from the date of this
notification.
\ There are waters of the U.S. induding weUands on the above described project area subject to the permit requirements of
Seclion 404 of the Clean Water Acl (CWA)(33 USC � 1344). Unless there is a change in the lew or our published
regulations, lhis delermination may be relicd upou for a period nol lo exceed five years froin the date of this notification.
We sirongly suggest you have the wetlands on your pmperty dclinea�ed. Due to lhe size oTyour property and/or our
present workload, the Corps may not Ae able to accomplish this wetland delincation in a timcly manner. For a more timely
delineation, you may wish to obtain a consultant To be considered final, any delineation must bc verified by the Corps.
X'1'hc watcrs of the U.S. including wetlands on your projcct area heve been delineated and the delinea�ion has been
verified by the Corps. We strongly suggest you have �his delineation surveyed. Upon wmpletion, this survey should be
reviewed and verified by the Corps. Once verified, this swvey will provide an accurate depiction of all areas subjecl to
CWA jurisdiction on your propeny which, provided there is no change in the law or our published regulatioos, may be
relied upon for a period not to exceed five ycars.
The waters of the U.S. including wetlands have been delineeted and survcycd and are accuretely depicted on the plat
signed by the Corps Regulatory Official identified below on _ Unless there is a change in the law or our published
regulations, this detem�ination may be relied upon for a period not to exceed five years from the date of this notification.
_ There are no walers of the U.S., lo include wetlands, present on the above described project area which are subjcct to Ihe
permit requirements of Section 404 of the Clean Water Act (33 USC 1 J44). Unless there is e change in the law or our
published regulations, Ihis de�ermination may be relied upon for a period no� to eaceed five yearc Gnm thc da�c of this
notification.
Page 1 of 2

NOTIFICATION _OF ApMIMSTRATI VE APPEAL OPTIONS AND PROCESS AND ��'
—� � � � REQUEST FOR>AEPEAL _ � � "
'.—. _ _ - - --- _--_ " ,
Applicant: Guilfm•d'Pechnicnl Community CoOegr _ 1 Pilc Number: SAW-2U16-01G70 � llale'. Sep[embcr 19, 2U16
Attached is: _ See Seclion below
INITIAL I'ROFFERED PERMIT (Standard Permit or Letter of oemiissionl � A
PROFF�RFD PGRMIT (Standard Nermit or Letter of pertn
PERMIT UENIAL
APPROVf:D JURISDICTIONAL DI?"ff,RMINA'I'ION
PRELIMIN,ARY JURISDICTIONAI. DF.-t'ERMfNATION
D
1
SFC'f10N 1-"1'he following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found al ptto://www.usace.arury.mil/Missions/Civil Works/ReeulatorvPro¢ramandPermi[s�px or
Corps regulalions at 33 CFR. Part 331.
A: INITIAL PROFFFRGll YF.RMIT: You may accepl or objecl lo the permit.
• ACCEPT: If you received a Standard Pern�it, you may sign the pennit document and return it tu the district engineer for final
authorization. If you received a Letter of Perniissian Q,OY), you may acceptihe LC)Y and your work is authorized. Your
signature on the Standard Pemtit or acceptance of ihe LOP means that you acccpt the permit in its entirety, and waive all
rights to appeal the pemiit, including its temis and conditio»s, and approved jurisdic[ional determinations associated with the
permil.
OBJEC7': If you object ro the permit (Standard or LOP) because of certain fenns and wnditions iherein, you may requesl
Ihat the permit be modificd accordingly. You must complete Section II of Ihis fonn and retum the form to Ihe district
engineec Your objections must be received by the district engineer wilhin 60 days of lhe date ofthis notice, or you will
forfeit your right to appeal the pennit in the future. Upon receipt of your letter, tlie distric[ engineer will cvaluate your
objections and may: (a) modify the pennit to address all o(your concems, (b) modify the permit to address some of your
objections, or (c) not moJify ihe permit having determined that the pecmit should be issued as previously written. AC�er
evaluating your objections, the districl engineer will send you a proffered penuit for your reconsideration, as indicated in
Section R below.
may acccpi or
• ACCEPT: If you received a Standard Yermit, you may sign the pemiit document and retmn it to the district engineer for final
authorization. If you received a Letter of Pertnission (LOP), you may accept the LOP and your work is euthorized. Your
signature on the Standard Pcrmil or acceptance of lhe LOP means thai you accept the permil in its entirety, aod waive all
righ�s to appeal [he pernii[, including its lcrms and conditions, and approvedjurisdictional delerminations associaled with the
permit.
. APPGAL: If you choose to decline the proffered peimit (Stendard or LOP) because of certain terms and conditions therein,
you may appeal the declined painit under �he Coips pf C-.ngineers Administrative Appeal Process by cpmpleting Section II of
this form and sending the form [o the division engineer. "I'his fonn must be received by [he division engineer wi[hin 60 d•ays
of the date of ihis notice.
C: PERMIT DENIAL: You may appeal the denial of u petntit under the Corps o( Engineers Administrative Appeal Process by
completing Section I I of Ihis fonn and sending the fonn [o the division engineer. This fomi musf be received by [he division
engineer within 60 days of �he date of this notice.
D: APPROVED )URISDICTIONAI. DETERMINATION: You may accept or appeal the approved !D m provide new
information.
• ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days oF the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
. AYPEAL: if you disagree with the approved JD, you may appeal the approved JD imder the Cor�s of Engineers
Administra�ive Appeal Process by completing Section II of Ihis fom� and sending the form to the dish ict engineer. 7'his form
must be received by the division engineer within 60 days of the dale of this nolice.

THE SiRFAM�WLTIAN� I.00ATICNS SHOWN ON TFiIS MAP ARE APPP.OXIPAATE ACFEFlGE CALCULATIONS APPROXIMATE
AND AHE BNSED ON OUH 1=1ELU NOl ES LOCAllONS ARE BASED ON ECS RELD NOTES. THtY I-IAVE BEEP! �ELWEATED 6Y
ECS ON MAY 12, 2016. THEY HAVE 6EEN VERIFlED BY THE USACE ON JULV 12 2016. 7 HEY HAV(� NOT �EGN SUHVEYED.
THIS FIGUNE SHOULD BE USED FOR PRELIMINARY PLANNING ONLY.
LEGEND FLAG NUMBERS/INFO
Approximate Location oi Project Study Area
^� Approximale Location of Stream WrTL.AND FLAGS =�
Approximate Location of Wetland
—� Approximate LocaUon of Culver( STREAM FLAGS =�
__ Approximate SVeam Bufier Boundary
SA A��pror.imtate Locallon : USACE CHANGES= �
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2010 Aerial Photograph and
ECS Field Notes
Approximate Scale: i" = t20'
�� ; .<
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FIGURE 5
� � APPROXIMATE STREAM/WETLAND
FLAG LOCATION MAP
GTCC ROAD EXTENSION
GUILFORD COLLEGE ROAD
GREENSBORO, NORTH CAROLINA
'" 1 ECS PROJECT NO. 49-2105

THE STREAM�NVETLAND LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE. ACREAGE CALCULATIONS APPROXIMATE
AND ARE BASED ON OUR FIELD NOTES LOCATIONS ARE BASED ON ECS FIELD NOTES. THEY HAVE BEEN DELINEATED BY
ECS ON MAY 12, 2076. THEY HAVE BEEN VERIFIED BY THE USACE ON JULY 12, 2016. THEY HAVE NOT BEEN SURVEYED.
THIS FIGURE SHOULD BE USED FOR PRELIMINARY PLANNING ONLY.
LEGEND FLAG NUMBERS/INFO
Approximate Location of Project Study Area
�� Approximate Location of Stream WETLAND FLAGS = 0
Approximate Location of Wetland
0 Approximate Location of Culvert STREAM FLAGS =�
Approximate Stream Buffer Boundary
SA Approximate Location USACE CHANGES= '
DP-1 � Approximafe Loca(ion of Data Point ,. , Stream Fla s-24
.� _;�`'t*, �+
.
SA �.:
36.002594/
-79.912418
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Guilford Caunty GIS
2010 Aerial Photograph and
ECS Field Notes
Approximate Scale: 1"= 120'
9 —
Wetland Flags =28
Total Flags =52
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FIGURE 5
APPROXIMATE STREAM/WETLAND
FLAG LOCATION MAP
GTCC ROAD EXTENSION
GUILFORD COLLEGE ROAD
GREENSBORQ NORTH CAROLINA
ECS PROJECT NO. 49-2105

��RA$e�
�
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�
North Carolina Departrnent of Natural and Cultural Resources
Natural Herifape Program
Govemor Roy Cooper
August 28, 2017
Kevin Ferguson
ECS Southeast, LLP
9001 Glenwood Avenue
Raleigh, NC 27617
RE: GTCC Extension; 493365
Dear Kevin Ferguson:
Secreta�y Susi H. HamNlan
NCNHDE-4209
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide information
about natural heritage resources for the project referenced above.
A query of the NCNHP database, based on the project area mapped with your request, indicates that there are
no records for rare species, important natural communities, natural areas, or conservation/managed areas
within the proposed projed boundary. Please note that although there may be no documentation of natural
heritage elements within the projed boundary, it does not imply or confirm their absence; the area may not have
been surveyed. The results of this query should not be substituted for field surveys where suitable habitat exists.
In the event that rare species are found within the project area, please contact the NCNHP so that we may
update our records.
The attached 'Potential Occurtences' table summarizes rare species and natural communities that have been
documented within a one-mile radius of the property boundary. The proximity of these records suggests that
these natural heritage elements may potentially be present in the project area if suitable habitat exists and is
included for reference. Tables of natural areas and conservation/managed area within a one-mile radius of the
project area, if any, are also included in this report.
Please note that natural heritage element data are maintained for the purposes of conservation planning, project
review, and scientific research, and are not intended for use as the primary criteria for regulatory decisions.
Information provided by the NCNHP database may not be published without prior written notification to the
NCNHP, and the NCNHP must be credited as an information source in these publications. Maps of NCNHP
data may not be redisVibuted without permission.
The NC Natural Heritage Program may follow this letter with additional correspondence if a Dedicated Nature
Preserve (DNP), Registered Heritage Area (RHA), Clean Water Management Trust Fund (CWMTF) easement,
or Federelly-listed species are documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance, please
contact Rodney A. Butler at rodney.butler ncdcr.00v or 919.707.8603.
Sincerely,
NC Natural Heritage Program
�.wwurx;o�ooRess: Teban«+�: cs�s»o»�o� �ocnnori:
tss� r,lei serviee c«�Ber wYrw.nema.ory ��� weu danes Straet
Rekiph, NC 27899-1657 Rebiyh, NC 27803

Naturel Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
GTCC Extension
Project No. 49:3365
August 28, 2017
NCNHDE�1209
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name Last Element Accuracy Federei State Global State
Group Observation Oecurrenee Status Status Rank Rank
Date Rank
Crustacean 6196 Cambarus catagius Greensboro Burcowing 1993-06-16 E 2-High -- Special G2 S1
Cra�sh Concem
No Natural Areas are Documented Within a One-mile Radius of the Project Area
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name -__ _ Owner -} � ='Owner Type �
Guilford County Open Space Guilford County: multiple local govemment Local Government
Definitions and an explanation of status tlesignations and codes can be found at httos�//ncnhtle natureserve.oralconlenuhelo. Data query generated on August 28, 2017; source: NCNHP, �3 July 2017. Please resubmit
information request i� more ihan one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 3

NCNHDE-4209: GTCC Extension
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Page 3 of 3
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�iiAS.ILF �i�iga�on i�equ�s4 S�a�ement of Compliance woth �'1�3-2�i4.�9.�1 �^i�3-214;�D:
(1i n:li;°to ::G:'S; �1 �63=2�1:4'1:'I:I:
Prior to accessing the Division of Mitigation 5enrices (DMS}, all applicants �must::demonstrate_ compliance
rrvith G:S. §�i43-214.'1"i :and 943-21�.20, AII reqwesfs MUST include.�this fiQrm signed and dafed:b�r.fhe
permiC ap.plicant or an authorized agent. Please r.efer to: BENR'.s `IixiplErnentation Po1.ic3� for mote details.
. Compliance Statement: : �
I have read and understand G.S. �§ 443-214.1'i and 214.2Q and�hav�, to:the�best of.my
6cnowledge� campliecl.with fh� requirements...l �understand that participation in the DMS: is.
�voluntary and sub,ject:to approval by permitting agencies�. �
Please check a11 that app9y:.� �
��' �;Appl.'i�ant: is:a Fec�eral o� Stafie:Governmen# Entify, ar•.a unit.:of to.cal gayernmen�
�� meeting the�reyuifemenfs se# forth in� G.S..143-2y�4�� ��and is :not.r.equired. fo�
. pur.ci�ase� cr.edits: from. a .rniiigation:lsank. :
+� Ther.e .ar,e no: lisf�d �mitigation banks with .the .�credit� type I need .located �n �the
� hydrolagic•unitwher$�this im.packwill take;plac�;(�in�ir�o�QwRN'iisf� �
��fNiYig�fien bank(s)�in #he hydrologic uriitwhere�fhe. impacts �rili occur. fiave been
confactec! and .crediis. �a�e. nvt�curr�ntly a�raiiable, �
� The� D.VVR�. or the .Corps�o� Engineers_ did nof.�ap�rove of fli� use of �a mitigati,an�
:iiank_for fhe: �ei�uieed c.ompensatory�rriitigation;f�r �h�s :proje.�t�. .
� This is: a� r.enewal.request:artd the permit.application is under�review.. Bank
:crediis� wer.e not�available at fhe time: the application was submit�ed.
�Enter date: permit.application was:submitted for re�riew. �
. �
Note: it is�the�app(icant'.s.��responsibiiityto�document any�inquir..Ies:�made:'to privafe mlii.ga�ion
banks-regar.ding cr�dit�availability � ' � � .
� .
� � m .
Sigt��+ture. of Ap ' t. or Agent Printed Name
� 1% ` C�''� � . .
_ :Dafe _
2� ^— � ��►w�c'.S�O c� /�C
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P� ct, Name � �� �l.ocation.
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� . DC1!lSI+�"�N� qF iVi.iT1GATlt?�1 �SEI�'VlC�� �£�.fld15} ' � .
� i�-L.IEl1 F��.�RE�I�ES�'.PQRl�.R�.vi$Q� �iz�i2v�:�
; -
� - Cornplete req�ested: irrFormation,,sian and date, erriail to l<ellv.williamsC�ncdenr.yov . Attachments are acceptable for da�ification
!. purposes (tocafion map, address or lat long is required), tnformation subm'�tte,d is'subjectfci NC Public.Recokds Law arid rriay be`.;
_
� 're uesEed b ttiird arties.. Revlew meefings are h�Id on Tuesday aftemoons ��_
._ .
� � �ONTAG7 INFs](�MATION T A�Ue:A,NT��:AG�i�T � � . . APP�.ICAi�T
� : 1. Busmess/Company Name '� ECS Soutfieast 5autheast, ��u�ifacd T�chnical Community Colle � �
i. -- . _ _ _
� =2. Con#act Person � J�.son Hales� � � � . �
- ^�� _ �Ilit�h.Johnsan.
, . ,. . . . .
._..._„
..
`:3. Street Address or P.� Box I .6714 Netherlands Drive° ,_ . 601 :E. Main SE�eet �
.- .
. ._ . : .
4. Cify, State,'Zip Wilmington, NC, 284Q5� JamestoVun, NC,-27282
I ; : �.�_ _ _ . .. ,
� . . . . .. --�-�� �
5."i'elephone Number . 91D=604-0462; 33:6 334=4822 �
� . . . .. _ .
, - , ... . . . ._._._._._._... _�.._...�.
� :� 6.:E-Mail �ddress jhales@.ecslimited.com mjohnson gfcc edu. _
@ _ ��
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. - _ . .,. .-- ... ...:: ..... .
.; ,.
� PRap:1�CT tiUF�:FtI�'j�iTi:O;�; ` .
: .. . . �..�..r.�:.. �.
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7 Project Name �
, , G.T.C:C Raad �xtension: � �
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. ��. . �. �. : . . ' " ' . . .. ... .... � . . :...... .., y . . ' .
: • , 8.Project�:Location�(nearestiown,:�ify), jamestown;NC.
: .
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.—.- . , . .�. . . .. �--.----.
' � 9. Lat�Lang Coordina�es or attach a�-map I36�00276 N,:-79:9123�TUV� � � � -
.
�0 �ounty . . . . : . • . . .. ,
:� . , . . .. .... �
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91 River Basin &� Catalpging. ilnif� (8-digit). -�����:F.ear, 03030003 .. . . �
� (See Nole'1) . _,� _ �.,t ;.. , � ..._._,—,� .
- ' 12 Pro�ecf Type'�*tnd.'i�at� ovtmer fype a�no1 bwnerType: � Goversi�nen# ` � Private �
.write �n pruJe�t tYPe �e � schcivi, �h��ch, �et�il�. - i
.. r�srden�iai; aparFments; ro�d, utiliti�s,.mififa,ry;. ��:Rroject�T.ype:: Scho.�l: �
.. �,,.� . ._ . ..
. efc:: � � - - :
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.. . , . . . .. . _ . . .
13. Riparian Wetlani� lmpact �ac;) (:e,g.,:0.9�3) ;� 0.1:��7.. :.� I
_ - . .. . .
. . . .,-.�._�____---�- . . ;
14. Mon-Rlparian W.etland lmpact (ac,). � . �
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15, Gcsastal Marsh impacE (ac;�: � _
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.
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. .. . . � ... .. � .
'16. Stream.trn�Zaat `(ft.) (e.g: 1r234) �' . , .. 'Warm i -Cool . �
.Goid
; . � . . ---�-:-,T.—,-�--�_,:_,,,._..:�...`."
. : . ,
'�.7. Riparian Buffer Impact,,(sq� fC:): � � , � ,
Incfu.de:subwaEershed if.Jdrdan or Falls Lake: � Zone.4: .� Zone`2�:
. .
,.
, ;
_.. , ._
.�,—�.T. . . . . -
18. Regulatory Ageney: Staff'Co.ntacfs� ,
NGDWR:� . ` I
David E. Bailey Other •Sue Womewood
USACEi .
. .. By signing�belavv,;�he,app�licaxnt,is�;cdn�r�n�r�g�the��- y ve .- .
Cheek;(�1) below if'this re.quesC �s:�for a: . . �. � .,� � �
rev�sion�to.a�current acceptance - iread�anrl�anderstand the'�D�I$ ref�nd,pohc�posted af
..._.., ..
.
�c+eep net.�n�1 atiac�'ed� to t6i$ forrr� .. •.
. � ren�wal i�f an expired acceptance � � �����t°��'Q�'�'pP����n��o� :;�utherized �ger�t:.
r �
extension o�F.unexpired �accepiance
Date.:: ' • �
.—_ ..�.._,._._.. .� . _ ..,_�__�...��.
te 1: For help in deteiminingthe Gatalogi�g Unit, Visit:www.nceep.net �or contac� DMS
ect questions'to Kelly Williams at 919 707-8915 or•.k�lfv.williams(c'�ncdenr:aov.orto the�fronkdesk at 91.5-70.7-8976

Refund Policv�for�Fees Paid to DNiS In-Lieu Fee Proqrams f9/21/2009)
Purposea The purpose of th'cs policy is to malce clear the circumstances ancl proeess. under which a
permittee can:.obtain:a refund while simuttaneously balaricing customer s.erv'tce and r.espons�ble
business practices: This policy applies to all refund requests made .on or lfter the publicatiort date of
fihis poIicy.
Policy Statement: The•policy of DMS is to ailow for ie�urids un:der cerCain�condifiotis:
7. Al.l. refund requests musf be made in writing to. tlie ,DMS In=Lieu Fee Program Coordiiiator at�
kel lv.wiil iams(a7 n cden r.aav.
2. All:refund.r.equests.are subject fo fiind availabzXity, DMS iioes not.guarantee fui�:d;availabitity for
any� reguest. � ,
3. The: request m�zst.eifher-come from�il�e erititythat tnade: the�payinent or from an�authorized:agenf:
Third.pariies iequssting refunds must pr.ovide written authorizatio�i �from..the entity tliat made: ttie
payinent speci�'ying the name and address.�of the: authorized refund recipient.. ,
4. ;Refund �equests related to .izniriteinded �overpay�ients, typographical errors or iricorrect inVoices
�:should be brought the attention>of the. Iq=Lieu: k'ee'Pr.ogram Coocdinator-as'soori aspossible: :S.uch;.
requests:.a�e�typically approaed �vithout delay� • .
:5. Payments macte und0r'the incrementa.l.payment.pcocedure are not;elig�Eif�e�for.refurids:
5. �Refund �requests �made�withim.nine montkis of.payment to DIVtS will.bnly :be�:consRdered for requests
:a5s.ociated with.projects tliat have beei�.terminated �pr.:modifted where�the�peririittee'�s�:rrrrt'igation
r.egu'i.rements�have been,r..educed; '$uch7equests;,mus# be accoiripadied by�wxitten�verifcation fr�mtlie
perniitting agericy that the project has been cancelled; the permifs ha�� been.res.cinded o.r. have been
modi�Fed; or the rriifigation requiremer�ts.have b.een zeduced.
7....Refund requests inade.more.than.riine months from the;payment �ate w.ill:orily�.be co�is�der.eii:for
perm. its.that�were.terminated �or modiiied.to not require any.rinitigatiori. S.uch requests must be •
�accompaniecl:by'wi�itten ver.i�cationfrom�the�perniitting ageriey�tkiat�he projeet:has.-been�cancelled, the
�ermits have heen rescind.ed and/or mitigation is no.longer:;regiiired, _ -
8. .Refund.requests..no.t•meeting the criterYa specified ahove are not eligible: �#:qr�a;refi�n�d.
9. �Refund:r.equests tiiat�meet �the �criteria above�will: be elevated to DMS Sa.nior Ivlanagement-for
revie'.�v: The� �oIlowing considerations�apply to �a(i refund requests: �
a. availa6ility of funds after consideration oia11 existing;pcoject and regulatoxy�obligations
b. the �date the papment was nlade �
` c: the likelihood 172V1� oan use :the znitiga�iori.procur�dusing: tl�e payment to meet� other
i[nit%gation requirements • � �
10. Once�a�refund has been approved; the refund recipient inust.prov'ide a completed W=9 form.fo the
DMS In-Lieu fee Program Coordinator within two weeles� in. order to process the refund though the
�State C.ontroller's Office. �
11.. All decisians�shall be final: