20210475 Ver 1_ePCN Application_20210401

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Has this project met the requirements for acceptance in to the review process?*
6 Yes
✓ No
Is this project a public transportation project?*
CYesr No
Change cnly 1 needed.
BIMS # Assigned* Version#*
20210475 1
Is a payment required for this project?*
✓ No payment required
✓ Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Central Office - [phone]
Information for Initial Review
la. Name of project:
Wake Technical Community College - East Campus
la. Who is the Primary Contact?*
Jeffrey Carter, PE
lb. Primary Contact Email:*
jj ca rte r ©wa ke tech. ed u
Date Submitted
4/1/2021
Nearest Body of Water
Buffalo Creek
Basin
Neuse
Water Classification
B; NSW
Site Coordinates
Latitude:
35.807359
Pre -Filing Meeting Information
ID#
20210475
Pre -fling Meeting or Request Date*
3/1/2021
What amout is owed?*
r $240.00
6 $570.00
Select Project Reviewer*
Rick Trone:eads\rvtrone
Longitude:
-78.415351
lc. Primary Contact Phone:*
[phone]
Version
1
Attach documentation of Pre -Filing Meeting Request here:*
Pre -Filing Meeting Request Acknowledgement - Wake Tech East Campus - 20210475 Ver 1.msg
NCDEQ Pre -Filing Meeting Request Confirmation.pdf
WTCC Env Permit Pre-App Meeting Minutes_030262021.pdf
100.5KB
166.08KB
211.57KB
A. Processing Information

County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
✓ Yes 6'No
Is this project a public transportation project?*
✓ Yes(-No
la. Type(s) of approval sought from the Corps:
f7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
✓ Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
✓ Yes
(' No
1b. What type(s) of permit(s) do you wish to seek authorization?
f7 Nationwide Permit (NWP)
✓ Regional General Permit (RGP)
(— Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
6 Yes r No
Nationwide Permit (NWP) Number: 39 - Commercial/Institutional Developments
NWP Numbers (for multiple NWPS):
Id. Type(s) of approval sought from the DWR:
f7 401 Water Quality Certification - Regular
f- Non-404 Jurisdictional General Permit
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
✓ Yes ('No
I— 401 Water Quality Certification - Express
r Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
('Yes rNo
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes rNo
Acceptance Letter Attachment
Wake Technical Community College East - Stream SOA 03-31-2021.pdf
Wake Technical Community College East Campus - Buffer SOA 03-31-2021.pdf
Wake Technical Community College East Campus - Wetland SOA 03-31-2021.pdf
lh. Is the project located in any of NC's twenty coastal counties?
✓ Yes a No
1j. Is the project located in a designated trout watershed?
✓ Yes ( No
B. Applicant Information
Id. Who is applying for the permit?
(7 Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
The Trustees of Wake Tech Community College
✓ Yes 6 No
✓ Yes 6 No
546.06KB
154.35KB
543.31 KB
2b. Deed book and page no.:

PIN 1774380919-Deed Book 018023, Deed Page 02062; PIN 1774397752-Deed Book 018023,
Deed Page 02053; PIN 1774286192-Deed Book 018023, Deed Page 02071
2c. Responsible party:
Mr. Jeffrey Carter
2d. Address
Street Address
9101 Fayetteville Road
Address Line 2
Qly State / Bovine / Region
Raleigh NC
Postal / Zip Code Country
27603 USA
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Anna Reusche, PWS
4b. Business Name:
SEPI Engineering and Construction, Inc.
4c.Address
Street Address
1Glenaood Avenue
Address Line 2
Suite city
Raleigh
Postal / Zip Code
27603
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Wake Tech - Wendell - Wetlands - Agent Authorization 4836-2081-1188 v.1.pdf
State / Bovine / Region
NC
Country
USA
4e. Fax Number:
508.01 KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality/ town:
Wendell
2. Project Identification
2a. Property Identification Number:
1774397752, 1774380919, 1774286192
2c. Project Address
Street Address
691 Wendell Boulevard
Address Line 2
ally
Wendell
Postal / ZZp aide
27591
3. Surface Waters
2b. Property size:
106
State / Province / Region
NC
Country
3a. Name of the nearest body of water to proposed project:*

Buffalo Creek
3b. Water Resources Classification of nearest receiving water:*
B; NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12-digit HUC in which the project is located.
030202011502
4. Project Description and History
4a. 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 property is currently unoccupied and land use is limited to agriculture, timber harvesting and undeveloped forested areas. The Buffalo Creek impoundment comprises the eastern
boundary of the property. Surrounding land use includes residential development to the east with commercial development (gas station, bank, car dealership) to the north, south and
west.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes f No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Fig. 1 Wake Tech East Campus USGS Map.pdf 807.45KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Fig. 2 Wake Tech East Campus Soils Map.pdf 1.35MB
4f. List the total estimated acreage of all existing wetlands on the property:
22.15
4g. List the total estimated linear feet of all existing streams on the property:
3,134
4h. Explain the purpose of the proposed project:*
Wake Tech Community College (Wake Tech) plans to construct an eastern campus in Wake County, North Carolina. The college serves more than 74,000 students each year — the
equivalent of one in 10 Wake County adults. The proximity of the proposed East Campus to multiple private and public high schools will open up significantly more opportunities and
bring technology -focused education and training to individuals in eastern Wake County.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The proposed project includes the development of a community college educational campus in eastern Wake County intended to house a student services and general education
building, specialized rescue training facilities, Workforce and Continuing Education buildings, small retail shops, parking areas, roads, utilities and stormwater control measures. No
additional impacts to wetland, streams or buffers, located within the project site, are proposed. The proposed project is a single and complete project with appropriate land use control
and stormwater measures in place for specific areas that require them. Traditional equipment will be used consisting of front-end loaders, bulldozers, paving equipment, graders, and
earth movers to construct the proposed project.
4j. Please upload project drawings for the proposed project.
WTCC East Campus - Master Plan Submittal 1(reduced).pdf 76.47MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
6 Yes rNo
Comments:
USACE will issue AJD concurrently with permit approval.
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary 6 Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2020-00347
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Robert Lepsic, PWS
SEPI Engineering and Construction
C Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
USACE Site Visit: 3/6/2020; DWR Buffer Determination: 3/6/2020
5d1. Jurisdictional determination upload
USACE AJD Concurrence Email_WTCC.pdf
Wake Tech East Campus Development Site_DWQ Buffer Determination.pdf
1.27MB
2.67MB
6. Future Project Plans

6a. Is this a phased project?*
( Yes r^ No
7b. If yes, explain.
Phase 1, including the overall site roadway and utility infrastructure, stormwater management, and the four northern buildings, are currently funded. Should sufficient funding remain
available, the Fire Rescue Training area northeast of Stream A will also be constructed. All wetland and stream impacts have been identified and no future 404/401 permits are intended
to be used to authorize any part of this project or any related activity.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
None
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
17 Wetlands 17 Streams -tributaries
r Open Waters r Pond Construction
2. Wetland Impacts
17 Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W.*
2d. W. name *
2e. Forested *
2f. Type of
Jurisdicition*(?)
2g. Impact
area*
CI-2A
Road Fill/Grading
P
Headwater Forest
WA
Yes
Both
0.048
(acres)
CI-2B
Wet Pond Fill/Grading
P
Headwater Forest
WB
No
Both
0.060
(acres)
CI-2B
Road Fill/Grading
P
Headwater Forest
WB
No
Both
0.120
(acres)
CI-2B
Road Fill/Grading
P
Headwater Forest
WB
Yes
Both
0.016
(acres)
CI-2E
Road Fill/Grading
P
Headwater Forest
WE
Yes
DWR
0.017
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.261
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.261
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name *
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width *
3h. Impact
length*
Si
Road Crossing
Permanent
Culvert
SA
Perennial
Both
4
Average (feet)
103
(linear feet)
S2
Dissipater Pad
Permanent
Rip Rap Fill
SA
Perennial
Both
4
Average (feet)
15
(linear feet)
S3
Coffer Dam
Temporary
Dewatering
SA
Perennial
Both
4
Average (feet)
28
(linear feet)
S4
Road Crossing
Permanent
Culvert
SC
Perennial
Both
6
Average (feet)
84
(linear feet)
S5
Dissipater Pad
Permanent
Rip Rap Fill
SC
Perennial
Both
6
Average (feet)
22
(linear feet)
S6
Coffer Dam
Temporary
Dewatering
SC
Perennial
Both
6
Average (feet)
5
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
224
3i. Total stream and ditch impacts:
257
3i. Total temporary stream impacts:
33
3j. Comments:

Streams SA and SC will be crossed to provide continuous vehicular traffic around the campus, It should be noted, of the 250 linear feet of total stream
impacts, 30 linear feet will be associated with rip -rap dissipator pads, which WII be installed flush with the existing grade of the stream bed to allow for
aquatic life passage. In addition, there will be another 33 linear feet of temporary stream impact associated with the construction of a coffer dam and
diversion channels. Therefore, there will only be a total of 187 linear feet of permanent stream impact associated with culvert installations.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
Pr Neuse
f- Catawba
n Goose Creek
n Other
✓ Tar -Pamlico
✓ Randleman
n Jordan Lake
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Road Crossing (Sheet CI-1A)
P
SA
No
8,241
4,933
Road Crossing (Sheet CI-1A)
P
SA
Yes
0
1,198
Road Crossing (Sheet CI-1 B)
P
SB
No
604
1,523
Road Crossing (Sheet CI-1 B)
P
SB
Yes
0
755
Road Crossing (Sheet CI-1C)
P
SC
No
6,842
5,300
Sidewalk (Sheet CI-1 D)
P
SC
No
1,800
958
6h. Total buffer impacts:
Total Temporary impacts:
Total Permanent impacts:
Total combined buffer impacts:
6i. Comments:
Zone 1
0.00
Zone 1
17,487.00
Zone 1
17,487.00
Supporting Documentation
CI-1.0 COMBINED STREAM IMPACT MAP_03312021.pdf
CI-2.0 COMBINED WETLAND IMPACT MAP_03312021.pdf
Zone 2
0.00
Zone 2
14,667.00
Zone 2
14,667.00
2.16MB
2.22MB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The Applicant has avoided and minimized impacts to the greatest extent practicable given the project's purpose and need. The proposed stream
impacts are the result of the necessary infrastructure and facility layout, without which, the project's goals would not be realized. The location of the
proposed road crossings have minimized impacts to the maximum extent practicable by aligning the crossing as close to 90 degrees as possible.
Roadway grades were set to minimize backslope and crossing impacts. In addition, crossing culverts were upsized to utilize larger Standard NCDOT
Headwalls. A wet retention pond dam was intentionally located and set to minimize impacts. Also, redundant sidewalks have been removed to minimize
shoulder widths and the Wendell Boulevard sidewalk offset from the roadway has been removed at Stream D to avoid stream impacts and minimize
buffer impacts. In addition, utilities have been aligned adjacent and parallel to the proposed road crossing. Dissipator pads associated with the culvert
will be installed flush with the existing grade of the stream bed to allow for aquatic life passage.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Proper sedimentation and erosion control methods will be utilized during all phases of construction and installation as described in accordance with
the requirements of the North Carolina Department of Environmental and Natural Resources Erosion Control Planning and Design Manual and local
codes. All work will take place during dry conditions and can be facilitated from high, non -jurisdictional, stable ground. The contractor shall install silt
fence, inlet protection, sediment traps, diversion ditches, temporary coffer dams, tree protection, clearing only as necessary to install devices. All
erosion and sediment control measures will be checked for stability and operation following every runoff producing rainfall, but in no case less than
once every week. Any needed repairs will be made immediately to maintain all measures designed. An erosion control inspections report is required
and will be kept by the owner's representative. Temporary seeding and permanent seeding plans are included to restore impacted areas. The project
will meet all relative requirements of Best Management Practices and Engineered Stormwater Control Structures as outlined through State and Local
Stormwater Rules. Measures will be taken to prevent oil, tar, trash, debris and other pollutants from entering the adjacent jurisdictional streams. Any
excess excavated materials not utilized as back fill will be placed and contained within upland areas and permanently stabilized to prevent erosion into
adjacent jurisdictional streams. Therefore, stockpiling of excavated material within jurisdictional streams will be strictly prohibited as part of the
construction of this project. All project construction activities initiated within jurisdictional streams will be carried to completion in an expeditious manner
to minimize the period of disturbance within the jurisdictional streams.

2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
( Yes r No
2c. If yes, mitigation is required by (check all that apply):
DWR fJ Corps
2d. If yes, which mitigation option(s) will be used for this project?
(7 Mitigation bank r Payment to in -lieu fee r Permittee Responsible
program Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
Wildlands & RES
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland 0.52 AC
Stream 374LF
Riparian buffer 2929.5
Attach Receipt and/or letter
Wake Technical Community College East - Stream SOA 03-31-2021.pdf
Wake Technical Community College East Campus - Wetland SOA 03-31-2021.pdf
3c. Comments
546.06KB
543.31 KB
6. Buffer mitigation (State Regulated Riparian Buffer Rules) - required by DWR
6a. Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? If yes, you must fill out this entire form - please contact DWR for more
information.
6 Yes
r No
6b. If yes, then identify the square feet of impact.
6c. Reason for impact
6d. Total impact
(square feet)
Multiplier
6e. Required mitigation
(square feet)
Zone 1
0
0
Zone 2
Road Crossing
6f. Total buffer mitigation required
2929.5
1,953
1.5
6g. If buffer mitigation is required, is payment to a mitigation bank or NC Division of Mitigation Services proposed?
✓ Yes r No
6h. Attach the acceptance letter from the mitigation bank or NC Division of Mitigation Services.
Wake Technical Community College East Campus - Buffer SOA 03-31-2021.pdf 154.35KB
6j. Comments:
2,930
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
( Yes r No
What type of SCM are you providing?

I7 Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
fJ Other SCM that removes minimum 30% nitrogen
fJ Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
C Yes (•' No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r- Yes r' No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
s Yes
C N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
17 Local Government r State
Local Government Stormwater Programs
r Phase II fJ NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
Wake County
r- No
Comments:
Overall Site SWM Plan will be developed and approved by Wake County meeting Neuse River nutrient loading requirements and Wake County stormwater attenuation of at minimum the
1-year storm.
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
6 Yes C No
1b. 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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
C Yes ( No
Comments:*
Wake County Education Bond provided funding for the Phase 1 portion of work.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
CYes rNo
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
C Yes r No
3b. If you answered "no," provide a short narrative description.
The entire project is a single and complete project with appropriate land use control and stormwater measures in place for specific areas which require
them.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
6 Yes r No (- N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Onsite private sewer collection system connected to existing City of Raleigh Sanitary Collection sewer.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*

✓ Yes rNo
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
✓ Yes ( No
5d. Is another Federal agency involved?*
G Yes
What Federal Agency is involved?
SHPO and OCA
5e. Is this a DOT project located within Division's 1-8?
✓ Yes ( No
r No r Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
G Yes r No
5g. Does this project involve bridge maintenance or removal?
✓ Yes ( No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
✓ Yes ('No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The USFWS web page http://wwwfws.gov/nc-es/es/countyfr.html and the Natural Heritage Virtual
Workroomhttp://nhpweb.enr.state.nc.us/nhis/public/gmap75_main.phtml was accessed to determine if the project would impact Threatened or
Endangered Species or Designated Critical habitat. Habitat was determined to be present for Michaux's sumac. As such SEPI biologists completed a
species specific survey for Michaux's sumac at the project site. No individuals were observed. In addition, habitat surveys were completed for
protected aquatic species listed. No habitat was observed in the unnamed tributaries to Buffalo Creek at the site. A biological conclusion of "No Effect"
is recommended for all protected species listed. Findings of the aquatic survey are included as an attachment.
Consultation Documentation Upload
WTCC_Aquatics_No_Habitat_Memo-032921.pdf 211.96KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
✓ Yes f Na
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
https://www.habitat.noaa.gov/application/efhmapper/indexhtml
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
✓ Yes ( No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC State Historic Preservation Office and Department of Cultural Resources. An archaeological survey was recommended and completed for the site.
The sites were deemed "Not Eligible" and Section 106 has been satisfied. Documentation is attached.
7c. Historic or Prehistoric Information Upload
Wendell Phase II SHPO Response 6-12-2020.pdf
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
a Yes
r No
8b. If yes, explain how project meets FEMA requirements:
No impacts to the FEMA floodplain will result from the proposed project.
99.65KB
8c. What source(s) did you use to make the floodplain determination?*
FEMA Floodmaps (https://fris.nc.gov/fris/Indexaspx?FIPS=183&ST=NC&user=General%20Public). Sheet and Panel # 37183200504071231
Miscellaneous
Comments
Isolated/exempt features are present on the project site. Documentation of these features to support the "exempt" status has been included.
Although the project will be built as funding becomes available, all potential future impacts have been identified for the purpose of this application. The overall masterplan is attached for
reference. No additional 404/401 permits or buffer authorizations will be required for future phases.
Miscellaneous attachments not previously requested.

WTCC East Campus - Master Plan Submittal 1(reduced) 10.pdf
Isolated Wetlands Info for App.pdf
WAM.pdf
2.69MB
2.42MB
506.25KB
Signature
By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Anna Reusche
Signature
Date
4/1/2021

HOLDINGSWILDLANDS
Statement of Availability
March 31, 2021
Mr. Jeffrey J. Carter, PE Vice President
Facilities - Wake Technical Community College
9101 Fayetteville Road
Raleigh, NC 27603
RE: Availability of Stream Credits for the "Wake Technical Community College East Campus/SAW-
2020-00347" project
Bank Name: Falling Creek Stream and Wetland Umbrella Mitigation Bank
Bank Site: Falling Creek Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID: 2015-00940
Stream Credits Needed: 375 LF
Stream Credits Available: 1,805.79 LF
Neuse 03020201 River Basin
Dear Mr. Carter,
Wildlands Holdings III, LLC has the above -mentioned stream credits from the Falling Creek Stream and
Wetland Umbrella Mitigation Bank: Falling Creek Site to satisfy the mitigation requirements related to
the above -mentioned project. The project is located within the service area (HUC 03020201) of the
Bank.
Credits may be reserved for a period of 6 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.
An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided — it
is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve
basis.
Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the completed 404 permit.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 or [e-mail] if you have any questions or need any additional
information.
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

HOLDINGSWILDLANDS
Sincerely,
Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
0: [phone] ext. 124
M: [phone]
Cc: Ms. Anna Reusche, PWS, Senior Environmental Project Manager I SEPI
Ms. Samantha Dailey I USACE
Mr. RickTrone I Division of Water Resources
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

WILDLANDS
HOLDINGS
Neuse 01 Riparian Buffer Credits Statement of Availability
March 31, 2021
Mr. Jeffrey J. Carter, PE Vice President
Facilities - Wake Technical Community College
9101 Fayetteville Road
Raleigh, NC 27603
RE: Availability of Riparian Buffer Credits for the "Wake Technical Community College East
Campus/SAW-2020-00347" project
Bank Name: Wolfe Mitigation Bank Instrument
Bank Sponsor: Wildlands Holdings V, LLC
DWR Project Number: 2018-0580
Permittee: Wake Technical Community College
Riparian Buffer Credits Needed: 2,929.50 sq. ft.
Riparian Buffer Credits Available: 33,395.70 sq. ft.
Neuse 03020201 River Basin (Upper Falls Watershed)
Dear Mr. Carter,
Wildlands Holdings V, LLC currently has sufficient Riparian Buffer Credits from the Wolfe Mitigation
Bank Instrument to satisfy the Riparian Buffer mitigation requirements related to the above -mentioned
project. The project is located within the service area (HUC 03020201 Upper Falls Watershed) of the
Bank.
This letter is simply a statement of availability of credits as of the date written. The letter is not a
guarantee of availability as credits will be sold on a first come, first serve basis. An invoice for this
transaction will be sent upon your request and we will formally reserve both the credits and price
quoted for a period of 30 days from the invoice at no cost.
Final transfer of the credits will be made upon receipt of a copy of the 401 Water Quality Certification
Authorization Certificate from the NC Department of Environmental Quality approving the Riparian
Buffer mitigation purchase from the Bank and upon receipt of your payment to Wildlands Holdings V,
LLC. We will then issue a credit transfer certificate verifying your credit purchase to the North Carolina
Division of Water Resources and to you for your records.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 or [e-mail] if you have any questions or need any additional
information.
Wildlands Holdings V, LLC • Wildlands Engineering, Inc • 1430 S. Mint Street, Suite 104, Charlotte, NC 28203

WILDLANDS
HOLDINGS
Sincerely,
Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
0: [phone] ext. 124
M: [phone]
Cc: Ms. Katie Merritt, Nutrient Offset & Buffer Banking Coordinator I NC Division of Water Resources
Ms. Anna Reusche, PWS, Senior Environmental Project Manager I SEPI
Ms. Samantha Dailey I USACE
Mr. RickTrone I Division of Water Resources
Wildlands Holdings V, LLC • Wildlands Engineering, Inc • 1430 S. Mint Street, Suite 104, Charlotte, NC 28203

WILDLANDS
HOLDINGS
Statement of Availability
March 31, 2021
Mr. Jeffrey J. Carter, PE Vice President
Facilities - Wake Technical Community College
9101 Fayetteville Road
Raleigh, NC 27603
RE: Availability of Riparian Wetland Credits for the "Wake Technical Community College East
Campus/SAW-2020-00347" project
Bank Name: Falling Creek Stream and Wetland Mitigation Bank
Bank Site: Grantham Branch Mitigation Site
Bank Sponsor: Wildlands Holdings III, LLC
USACE Action ID No. 2017-00549
Riparian Wetland Credits Needed: 0.52 acres
Riparian Wetland Credits Available: 3.04 acres
Neuse 03020201 River Basin
Dear Mr. Carter,
Wildlands Holdings III, LLC has the above -mentioned riparian wetland credits from the Falling Creek
Stream and Wetland Mitigation Bank: Grantham Branch Mitigation Site to satisfy the mitigation
requirements related to the above -mentioned project. The project is located within the service area
(HUC 03020201) of the Bank.
Credits may be reserved for a period of 6 months upon the receipt of a non-refundable deposit of 10%
of the purchase price. Should credits not be reserved, they will be sold on a first come, first serve basis.
Credit prices will be guaranteed for a period of 6 months from the date of this letter and are then
subject to change.
An invoice for this transaction will be sent upon your request and we will reserve the credits and price
for a period of 30 days from invoice. This letter is a Statement of Availability as of the date provided — it
is not a reservation of credits nor a guarantee of price. Credits will be sold on a first come, first serve
basis.
Final transfer of credits will occur upon completion of the Mitigation Responsibility Transfer Form within
the 404 permit.
We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
[phone] x124 or [e-mail] if you have any questions or need any additional
information.
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

WILDLANDS
HOLDINGS
Sincerely,
Ashley N. Yarsinske
Wildlands Engineering, Inc.
Marketing & Credit Sales
[e-mail]
0: [phone] ext. 124
M: [phone]
Cc: Ms. Anna Reusche, PWS, Senior Environmental Project Manager I SEPI
Ms. Samantha Dailey I USACE
Mr. RickTrone I Division of Water Resources
Wildlands Holdings III, LLC • Wildlands Engineering, Inc • 1430 South Mint Street, Suite 104, Charlotte, NC 28203

SEP!
RALEIGH: 1 GLENWOOD AVENUE, SUITE 600, RALEIGH, NC 27603
OFFICE: 919.789.9977 / FAX: [phone] / WWW.SEPIINC.COM
AGENT AUTHORIZATION FORM
All Blanks to be Filled in by the Municipal Official
Name: Wake Technical Community College
Address: 9101 Fayetteville Road, Raleigh, NC 27603
Phone: [phone]
Project Name/Description: Wake Technical Community College East Campus Development
I, as Vice President of Wake Technical Community College ("Wake Tech"), do hereby authorize SEPI
Engineering & Construction, Inc. to act on behalf of Wake Tech and take all actions necessary for
the processing, issuance and acceptance of this permit or certification and any and all standard and
special conditions attached for the above referenced project. The study area is composed of three
(3) parcels, totaling 106.32 acres. The Wake County Property Identification Numbers (PINs) are
177-43-97-752, 177-43-80-919, and 177-42-86-192 (the "Property"). Wake Tech is under contract
to purchase the Property and the project is part of its due diligence for the purchase.
I hereby certify the above information submitted in this application is true and accurate to the best
of our knowledge.
Wake Technical
By:
Name: .1 J. Carter
Title: Vice President
Date:
unity College
z/e. /z.d

This Exhibit is for planning purposes only and shown
herein does not meet NC 47-30 Requirements and
therefore is not for design, construction, or recording or
transfer of title. The Exhibit was compiled from available
information obtained from the sources listed below.
Sources:
NCDOT, NC OneMap, ESRI, USGS
February 2020
A
Figure 1. USGS Topographic Map
Wake Tech East Campus Development
Wake County, North Carolina
0 250 500 1,000
Feet
S E P I
BROOKS
PIERCE
FOUNDED 1897

This Exhibit is for planning purposes only and shown
herein does not meet NC 47-30 Requirements and
therefore is not for design, construction, or recording or
transfer of title. The Exhibit was compiled from available
information obtained from the sources listed below.
Sources:
NCDOT, NC OneMap, ESRI,
NRCS Wake Co. Soil Survey (1970),
Sheet 52
February 2020
Figure 2. NRCS Soils Map
Wake Tech East Campus Development
Wake County, North Carolina
0 250 500 1,000
Feet
S_'jI
BROOKS
PIERCE
FOUNDED 1897

TPSFTPSFTPSF TPSF TPSF TPSF TPSF TPSF
TPSFTPSFTP
S
F
TPSF
TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSF
TPSFTPSFTPSF
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODL
O
D
LODLOD
LODLODLODLODLODLODLODLODLODBIORETENTION#2
LOWEMITTING
& FUEL
EFFICIENT
VEHICLESONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLY
ELECTRICVEHICLE
CHARGING
ONLYELECTRICVEHICLE
CHARGING
ONLY
ELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLY
ELECTRICVEHICLECHARGINGONLY ELECTRICVEHICLECHARGINGONLY
ELECTRICVEHICLECHARGINGONLY ELECTRICVEHICLECHARGINGONLYLOWEMITTING& FUELEFFICIENT VEHICLES ONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY
LOWEMITTING & FUEL
EFFICIENT VEHICLES ONLY
LOWEMITTING & FUEL
EFFICIENTVEHICLESONLYLOWEMITTING& FUE
L
EFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENT
VEHICLES ONLYLOWEMITTING & FUELEFFICIENT
VEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLES ONLYLOWEMITTING & FUELEFFICIEN
T
VEHICLESONLYLOWEMITTING & FUEL EFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENT VEHICLESONLYLOWEMITTING & FUELEFFICIENTVEHICLES ONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLES ONLYLOWEMITTING& FUEL
EFFICIENT
VEHICLES
ONLY
LOW
EMITTING& FUEL
EFFICIENT
VEHICLES
ONLY
LOWEMITTING& FUELEFFICIENT
VEHICLESONLY
LOWEMITTING& FUEL
EFFICIENT
VEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY LOWEMITTING& FUELEFFICIENT VEHICLESONLYLOWEMITTING& FUELEFFICIENT VEHICLESONLY LOWEMITTING& FUEL EFFICIENTVEHICLESONLY
LOWEMITTING& FUELEFFICIENT
VEHICLES
ONLY
LOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY ELECTRICVEHICLECHARGING ONLYELECTRICVEHICLECHARGING ONLYLOWEMITTING& FUELEFFICIENT VEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY LOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYLOWEMITTING& FUELEFFICIENTVEHICLES ONLYLOWEMITTING& FUEL EFFICIENTVEHICLES ONLYLOWEMITTING & FUEL EFFICIENT VEHICLES ONLYLOWEMITTING & FUEL EFFICIENT VEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY
ELECTRICVEHICLE
CHARGING
ONLYELECTRIC
VEHICLE
CHARGING
ONLY LOWEMITTING& FUEL EFFICIENTVEHICLESONLY
LOWEMITTING& FUEL
EFFICIENT
VEHICLESONLY
LOWEMITTING& FUEL
EFFICIENT
VEHICLESONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLY
ELECTRICVEHICLE CHARGINGONLY
ELECTRICVEHI
C
L
E
CHAR
G
I
N
G
ONLY
ELECTRICVEHICL
E
CHARGINGONLYELECTRIC VEHICL
E
CHARGING ONLY
ELECTRICVEHICLE
CHARGINGONLY
ELECT
R
I
C
VEHIC
L
E
CHA
R
G
I
N
G
ONLYLOWEMITTING& FUELEFFICIENT VEHICLESONLYLOWEMITTING& FUEL EFFICIENTVEHICLESONLY LOWEMITTING& FUEL EFFICIENTVEHICLESONLY
LOWEMITTING& FUELEFFICIENTVEHICLES ONLYLOWEMITTING & FUEL EFFICIENTVEHICLESONLY
LOWEMITTING& FUELEFFICIENT VEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY
LOW EMITTING& FUELEFFICIENTVEHICLESONLY
LOWEMITTING& FUELEFFICIENTVEHICLESONLY
BIORETENTION#3BIORETENTION#1WET PONDLOWEMITTING & FUEL EFFICIENT VEHICLESONLY
LOW EMITTING& FUEL EFFICIEN
T
VEHICLES ONLY
LOW EMITTING& FUEL EFFICIENTVEHICLESONLYLOWEMITTING & FUEL EFFICIENTVEHICLESONLYR//WR//WR//WNRB-ZN1NR
B
-
Z
N
1
NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN1NRB-ZN1NRB-Z
N1 NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-
ZN2 SSBOB
O
BO
HYDHYDHYDHYD
COSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSUGE
UGEHYDHYDHYDHYDHYDHPGHPGLPG LPG LPGLPGHYDHYDHYDHYDHYD
HYDHYDHYDHYDHYDHYDHYDLPGL
P
G
LPG
LP
G
L
P
G
EXIST TEST BORE28'x14'x14' MIN HOLE REQUIREDNRB-ZN2NRB-ZN2IMPACT LOCATIONIMPACT TYPEIMPACT PURPOSEIMPACT AMOUNTPERMANENT LOSS IMPACT AMOUNTPROJECT IMPACT (SQ FT)PROJECT IMPACT (acres)STREAM ASTREAM CSTREAM ASTREAM CSTREAM ASTREAM CSTREAM ASTREAM CSITEPermanentCulvert103841038417408180.0390.019SITEPermanentRip-Rap1522001752260.0040.005SITETemporaryCoffer Dam285000000TOTAL:25018629590.067SHEET NUMBER:WTCC EWS - CENTRAL ENERGY PLANT &
INFRASTRUCTURE
COPYRIGHT ©2021 SEPI ENGINEERING & CONSTRUCTION, INC
sepiinc.com
RALEIGH | WILMINGTON
CHARLOTTE | CHARLESTON
SEPI ENGINEERING & CONSTRUCTION, INC.
3/31/2021 2:12 PM X:\2020\SE20.147.01 WTCC - CEP And PH1 Infrastructure\LD\CAD\Impact Maps\SE20.147.01_Impact.dwg
5329 ROLESVILLE RD, WENDELL, NC 27591
NCCES NO. 2305 JOB NO. 20-076ISSUE DATE:PROJ. MGR:DRAWN BY:CHK'D BY:ISSUED FOR:PLOT PLAN03.30.21B. EDWARDSB. EDWARDSA. REUSCHEOF##REF #:SEPI PROJ. #:SE20.147.01NSCALE: 1" = 400' 400'200'0400'CI - 1.0OVERALL STREAM AND BUFFER IMPACT MAP1SEE SHEET CI-1A103 LF PERMANENT STREAM IMPACTSEE SHEET CI-1B0 LF PERMANENT STREAM IMPACTSEE SHEET CI-1C84 LF PERMANENT STREAM IMPACTSEE SHEET CI-1D0 LF PERMANENT STREAM IMPACTSTREAM IMPACTTEMPORARY STREAM IMPACTRIP RAP FILLZONE 1 ALLOWABLEZONE 2 ALLOWABLEZONE 1 ALLOWABLE UPONAUTHORIZATIONZONE 2 ALLOWABLE UPONAUTHORIZATIONZONE 1 ALLOWABLE WITHMITIGATION UPON AUTHORIZATIONZONE 2 ALLOWABLE WITHMITIGATION UPON AUTHORIZATIONSTREAM IMPACT LEGENDNEUSE RIVER BUFFER IMPACTS - OVERALL SITEBUFFER IMPACTSZONE 1ZONE 2SQ. FT.SQ. FT.ALLOWABLE00ALLOWABLE UPONAUTHORIZATION1564011793ALLOWABLE WITH MITIGATIONUPON AUTHORIZATION01953TOTAL:1564013746STREAM LOCATIONSSHOWN AS DETERMINED BYUSACE SAW#: 2020-00347
TPSFTPSF TPSF TPSFTPSF TPSF TPSF
TPSFTPSFTPSFTPSFTPSFTPSFLODLODLOD LOD LODLOD LOD LOD
LODLODLODLODLODLODLOD0+001+001+50NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN212'' WL 12'' WL 12'' WL 12'' WL 12'' WL 12'' WLSSSSSSSSSSLPGLPGLPGLPGLPGLPG LPGSSSSSS
ZONE 2 - ALLOWABLE W/AUTHORIZATION - 2,178 SFZONE 2 - ALLOWABLE W/AUTHORIZATION - 2,755 SFZONE 1 - ALLOWABLE W/AUTHORIZATION - 4,380 SFZONE 1 - ALLOWABLE W/AUTHORIZATION - 3,861 SFPERMANENT OUTLET PROTECTION15'L x 15'W1 x 24'W2 x 22" THCLASS 1 STONERIP-RAP TO BE BURIED AT GRADEPERENNIAL STREAM A ℄TOP OF BANKTEMPORARYIMPACT, COFFERDAM = 28LFPERMANENT STREAM IMPACT 104 LF48" PRECAST CONC. CULVERT 103 LFLIMITS OF DISTURBANCELIMITS OF DISTURBANCECulvert 32752802852902952752802852902950+001+001+50SD-Culvert 3104.09 LF OF48" RCP @ 0.88%I: 283.91'I: 282.99'CONC ENDWALLNCDOT 838.01CONC ENDWALLNCDOT 838.01CLASS I RIPRAP OUTLETNCDOT 876.0250 SY FILTER FABRIC45 TON CLASS I RIPRAPTPSFTPSF
TPSFTPSFTPSFTPSFTPSFLODLODLODLODLODLODLOD300
29729
8
299
297297297298NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN1NRB-ZN2NRB-ZN2SSSSSSSSSSSSSSF/OF/OF/OF/OF/OZONE 2 - ALLOWABLEWITH MITIGATIONUPON AUTHORIZATION- 1,198 SFLIMITS OF DISTURBANCESHEET NUMBER:WTCC EWS - CENTRAL ENERGY PLANT &
INFRASTRUCTURE
COPYRIGHT ©2021 SEPI ENGINEERING & CONSTRUCTION, INC
sepiinc.com
RALEIGH | WILMINGTON
CHARLOTTE | CHARLESTON
SEPI ENGINEERING & CONSTRUCTION, INC.
3/31/2021 2:12 PM X:\2020\SE20.147.01 WTCC - CEP And PH1 Infrastructure\LD\CAD\Impact Maps\SE20.147.01_Impact.dwg
5329 ROLESVILLE RD, WENDELL, NC 27591
NCCES NO. 2305 JOB NO. 20-076ISSUE DATE:PROJ. MGR:DRAWN BY:CHK'D BY:ISSUED FOR:PLOT PLAN03.30.21B. EDWARDSB. EDWARDSA. REUSCHEOF##REF #:SEPI PROJ. #:SE20.147.01NSCALE: 1" = 40' 40'20'040'CI - 1ASTREAM 'A' BUFFER IMPACT MAPIMPACT LOCATIONIMPACT TYPEIMPACT PURPOSEIMPACT AMOUNTPERMANENT LOSSIMPACT AMOUNTPROJECT IMPACT (SQFT)PROJECT IMPACT(acres)STREAM APermanentCulvert10310317400.039STREAM APermanentRip-Rap1501750.004STREAM ATemporaryCoffer Dam28000TOTAL:14610320460.053STREAM IMPACTTEMPORARY STREAM IMPACTRIP RAP FILLZONE 1 ALLOWABLEZONE 2 ALLOWABLEZONE 1 ALLOWABLE UPONAUTHORIZATIONZONE 2 ALLOWABLE UPONAUTHORIZATIONZONE 1 ALLOWABLE WITHMITIGATION UPON AUTHORIZATIONZONE 2 ALLOWABLE WITHMITIGATION UPON AUTHORIZATIONSTREAM IMPACT LEGENDCULVERT INSTALLED 12"BELOW EXISTING GRADESTREAM 1A IMPACT 1STREAM 1A IMPACT 2NEUSE RIVER BUFFER AND STREAM IMPACTS - STREAM ABUFFER IMPACTSZONE 1ZONE 2SQ. FT.SQ. FT.IMPACT AREAIMPACT 1IMPACT 2IMPACT 1IMPACT 2ALLOWABLE0000ALLOWABLE UPONAUTHORIZATION8241049330ALLOWABLE WITH MITIGATIONUPON AUTHORIZATION0001198SUBTOTAL:8241049331198TOTAL:82416131
TPSF TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSF TPSF
LODLODLODLODLODLODLODLODLODLOD LODLODLOD 0+001+001+47310311312313314310315311312313314
NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2UGEUGEUGEUGEUGEUGE12'' WL 12'' WL 12'' WL 12'' WL 12'' WL 12'' WLF/O F/O F/O F/O F/O
F/OF/OF/OF/OF/OZONE 2 - ALLOWABLE W/AUTHORIZATION - 1,523 SFZONE 1 - ALLOWABLE W/AUTHORIZATION - 604 SFPERMANENT OUTLET PROTECTION16'L x 26'W x 22" THCLASS 1 STONERIP-RAP TO BE BURIED AT GRADESTREAM B ℄TOP OF BANKLIMITS OF DISTURBANCEINTERMITTENT POINT ASDETERMINED BY USACESAW- 2020-00347Culvert 22953003053103152953003053103150+001+001+40SD-Culvert 299.30 LF OF48" RCP @ 2.27%I: 304.77'I: 302.52'CONC ENDWALLNCDOT 838.01CONC ENDWALLNCDOT 838.01CLASS I RIPRAP OUTLETNCDOT 876.0250 SY FILTER FABRIC45 TON CLASS I RIPRAPTPSFTPSFTPSFTPSFTPSFLODLODLODLODLOD2
9
9
NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN28" W8" W8" W8" W8"
WUGESSHYDF/OF/OF/OF/OF/OZONE 2 - ALLOWABLE WITHMITIGATION UPONAUTHORIZATION - 755 SFSTREAM B ℄TOP OF BANKLIMITS OF DISTURBANCESHEET NUMBER:WTCC EWS - CENTRAL ENERGY PLANT &
INFRASTRUCTURE
COPYRIGHT ©2021 SEPI ENGINEERING & CONSTRUCTION, INC
sepiinc.com
RALEIGH | WILMINGTON
CHARLOTTE | CHARLESTON
SEPI ENGINEERING & CONSTRUCTION, INC.
3/31/2021 2:13 PM X:\2020\SE20.147.01 WTCC - CEP And PH1 Infrastructure\LD\CAD\Impact Maps\SE20.147.01_Impact.dwg
5329 ROLESVILLE RD, WENDELL, NC 27591
NCCES NO. 2305 JOB NO. 20-076ISSUE DATE:PROJ. MGR:DRAWN BY:CHK'D BY:ISSUED FOR:PLOT PLAN03.30.21B. EDWARDSB. EDWARDSA. REUSCHEOF##REF #:SEPI PROJ. #:SE20.147.01NSCALE: 1" = 40' 40'20'040'CI - 1BSTREAM 'B' BUFFER IMPACT MAPIMPACT LOCATIONIMPACT TYPEIMPACT PURPOSEIMPACT AMOUNTPERMANENT LOSSIMPACT AMOUNTPROJECT IMPACT (SQFT)PROJECT IMPACT(acres)STREAM BPermanentCulvert0000STREAM BPermanentRip-Rap0000STREAM BTemporaryCoffer Dam0000TOTAL:0000NEUSE RIVER BUFFER AND STREAM IMPACTS - STREAM BBUFFER IMPACTSZONE 1ZONE 2SQ. FT.SQ. FT.IMPACT AREAIMPACT 1IMPACT 2IMPACT 1IMPACT 2ALLOWABLE0000ALLOWABLE UPONAUTHORIZATION604015230ALLOWABLE WITH MITIGATIONUPON AUTHORIZATION000755SUBTOTAL:60401523755TOTAL:6042278STREAM IMPACTTEMPORARY STREAM IMPACTRIP RAP FILLZONE 1 ALLOWABLEZONE 2 ALLOWABLEZONE 1 ALLOWABLE UPONAUTHORIZATIONZONE 2 ALLOWABLE UPONAUTHORIZATIONZONE 1 ALLOWABLE WITHMITIGATION UPON AUTHORIZATIONZONE 2 ALLOWABLE WITHMITIGATION UPON AUTHORIZATIONSTREAM IMPACT LEGENDCULVERT INSTALLED 12"BELOW EXISTING GRADESTREAM 1B IMPACT 1STREAM 1B IMPACT 2
TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSF TPSF TPSF TPSFTPSFLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLOD0+001+00302 302R//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WNRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1HYDUGEUGE6'' WL6'' WL12'' WL 12'' WL 12'' WL 12'' WL 12'' WLF/O F/O F/O F/O F/O F/ONRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2ZONE 2 - ALLOWABLE W/ AUTHORIZATION - 1,997 SFZONE 2 - ALLOWABLE W/AUTHORIZATION- 3,303 SFZONE 1 - ALLOWABLE W/AUTHORIZATION - 3,662 SFZONE 1 - ALLOWABLE W/ AUTHORIZATION - 3,180 SFPERMANENT OUTLET PROTECTION22'L x 18'W1 x 35'W2 x 22" THCLASS 1 STONERIP-RAP TO BE BURIED AT GRADEPERENNIAL STREAM C ℄TOP OF BANKTEMPORARYIMPACT, COFFERDAM = 5LFPERMANENT STREAM IMPACT 84 LF48" PRECAST CONC. CULVERT 83 LFLIMITS OF DISTURBANCELIMITS OF DISTURBANCECulvert 12852902953003052852902953003050+001+001+25SD-Culvert 182.49 LF OF54" RCP @ 2.86%I: 295.72'I: 293.36'CONC ENDWALLNCDOT 838.21CONC ENDWALLNCDOT 838.21CLASS I RIPRAP OUTLETNCDOT 876.0260 SY FILTER FABRIC50 TON CLASS I RIPRAPSHEET NUMBER:WTCC EWS - CENTRAL ENERGY PLANT &
INFRASTRUCTURE
COPYRIGHT ©2021 SEPI ENGINEERING & CONSTRUCTION, INC
sepiinc.com
RALEIGH | WILMINGTON
CHARLOTTE | CHARLESTON
SEPI ENGINEERING & CONSTRUCTION, INC.
3/31/2021 2:13 PM X:\2020\SE20.147.01 WTCC - CEP And PH1 Infrastructure\LD\CAD\Impact Maps\SE20.147.01_Impact.dwg
5329 ROLESVILLE RD, WENDELL, NC 27591
NCCES NO. 2305 JOB NO. 20-076ISSUE DATE:PROJ. MGR:DRAWN BY:CHK'D BY:ISSUED FOR:PLOT PLAN03.30.21B. EDWARDSB. EDWARDSA. REUSCHEOF##REF #:SEPI PROJ. #:SE20.147.01NSCALE: 1" = 40' 40'20'040'CI - 1CSTREAM 'C' BUFFER IMPACT MAPIMPACT LOCATIONIMPACT TYPEIMPACT PURPOSEIMPACT AMOUNTPERMANENT LOSSIMPACT AMOUNTPROJECT IMPACT (SQFT)PROJECT IMPACT(acres)STREAM CPermanentCulvert84848180.019STREAM CPermanentRip-Rap220226.005STREAM CTemporaryCoffer Dam5000TOTAL:103831210.024NEUSE RIVER BUFFER AND STREAM IMPACTS - STREAM CBUFFER IMPACTSZONE 1ZONE 2SQ. FT.SQ. FT.ALLOWABLE00ALLOWABLE UPONAUTHORIZATION68425300ALLOWABLE WITH MITIGATIONUPON AUTHORIZATION00TOTAL:68425300STREAM IMPACTTEMPORARY STREAM IMPACTRIP RAP FILLZONE 1 ALLOWABLEZONE 2 ALLOWABLEZONE 1 ALLOWABLE UPONAUTHORIZATIONZONE 2 ALLOWABLE UPONAUTHORIZATIONZONE 1 ALLOWABLE WITHMITIGATION UPON AUTHORIZATIONZONE 2 ALLOWABLE WITHMITIGATION UPON AUTHORIZATIONSTREAM IMPACT LEGENDCULVERT INSTALLED 12"BELOW EXISTING GRADE
TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WNRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1
NRB
-
Z
N
1
NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NR
B
-
Z
N
2
NRB-Z
N
2
NRB-ZN2ZONE 2 - ALLOWABLE W/AUTHORIZATION - 445 SFZONE 1 - ALLOWABLE W/AUTHORIZATION - 1,800 SFSTREAM C ℄TOP OF BANK30" CURB & GUTTER WITH 6'SIDEWALK INSTALLATION W/HANDRAIL AND RETAININGWALL (BY OTHERS )EXISTING EDGEOF PAVEMENTZONE 2 - ALLOWABLE W/AUTHORIZATION - 513 SFSHEET NUMBER:WTCC EWS - CENTRAL ENERGY PLANT &
INFRASTRUCTURE
COPYRIGHT ©2021 SEPI ENGINEERING & CONSTRUCTION, INC
sepiinc.com
RALEIGH | WILMINGTON
CHARLOTTE | CHARLESTON
SEPI ENGINEERING & CONSTRUCTION, INC.
3/31/2021 2:13 PM X:\2020\SE20.147.01 WTCC - CEP And PH1 Infrastructure\LD\CAD\Impact Maps\SE20.147.01_Impact.dwg
5329 ROLESVILLE RD, WENDELL, NC 27591
NCCES NO. 2305 JOB NO. 20-076ISSUE DATE:PROJ. MGR:DRAWN BY:CHK'D BY:ISSUED FOR:PLOT PLAN03.30.21B. EDWARDSB. EDWARDSA. REUSCHEOF##REF #:SEPI PROJ. #:SE20.147.01NSCALE: 1" = 40' 40'20'040'CI - 1DSTREAM 'D' BUFFER IMPACT MAPIMPACT LOCATIONIMPACT TYPEIMPACT PURPOSEIMPACT AMOUNTPERMANENT LOSSIMPACT AMOUNTPROJECT IMPACT (SQFT)PROJECT IMPACT(acres)STREAM DPermanentCulvert0000STREAM DPermanentRip-Rap0000STREAM DTemporaryCoffer Dam0000TOTAL:0000NEUSE RIVER BUFFER AND STREAM IMPACTS - STREAM DBUFFER IMPACTSZONE 1ZONE 2SQ. FT.SQ. FT.ALLOWABLE00ALLOWABLE UPONAUTHORIZATION1800958ALLOWABLE WITH MITIGATIONUPON AUTHORIZATION00TOTAL:1800958STREAM IMPACTTEMPORARY STREAM IMPACTRIP RAP FILLZONE 1 ALLOWABLEZONE 2 ALLOWABLEZONE 1 ALLOWABLE UPONAUTHORIZATIONZONE 2 ALLOWABLE UPONAUTHORIZATIONZONE 1 ALLOWABLE WITHMITIGATION UPON AUTHORIZATIONZONE 2 ALLOWABLE WITHMITIGATION UPON AUTHORIZATIONSTREAM IMPACT LEGEND
TPSFTPSFTPSF TPSF TPSF TPSF TPSF TPSF
TPSFTPSFTP
S
F
TPSF
TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSF
TPSFTPSFTPSF
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLODLOD LOD LOD LOD LOD LODLODLODLODL
O
D
LODLOD
LODLODLODLODLODLODLODLODLODBIORETENTION#2
LOWEMITTING
& FUEL
EFFICIENT
VEHICLESONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLY
ELECTRICVEHICLE
CHARGING
ONLYELECTRICVEHICLE
CHARGING
ONLY
ELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLY
ELECTRICVEHICLECHARGINGONLY ELECTRICVEHICLECHARGINGONLY
ELECTRICVEHICLECHARGINGONLY ELECTRICVEHICLECHARGINGONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY
LOWEMITTING & FUEL
EFFICIENTVEHICLESONLYLOWEMITTING & FUELEFFICIENTVEHICLES ONLYLOWEMITTING& FUE
L
EFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLES ONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENT VEHICLESONLYLOWEMITTING& FUELEFFICIEN
T
VEHICLESONLYLOWEMITTING& FUEL EFFICIENTVEHICLESONLYLOW EMITTING& FUEL
EFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLES ONLYLOWEMITTI
NG
& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENT VEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUEL
EFFICIENT
VEHICLES
ONLY
LOW
EMITTING& FUEL
EFFICIENT
VEHICLES
ONLY
LOWEMITTING& FUEL
EFFICIENT
VEHICLESONLY
LOWEMITTING& FUELEFFICIENT
VEHICLESONLYLOWEMITTING& FUEL EFFICIENT VEHICLESONLYLOWEMITTING& FUEL EFFICIENTVEHICLESONLY LOWEMITTING& FUELEFFICIENT VEHICLESONLYLOWEMITTING& FUEL EFFICIENTVEHICLESONLY
LOWEMITTING& FUEL
EFFICIENT
VEHICLES
ONLY
LOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY ELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLY
LOWEMITTING& FUELEFFICIENTVEHICLESONLY LOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLY LOWEMITTING& FUELEFFICIENT VEHICLESONLYLOWEMITTING& FUELEFFICIENT VEHICLESONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYLOWEMITTING& FUEL EFFICIENTVEHICLES ONLYLOWEMITTING & FUEL EFFICIENT VEHICLES ONLYLOWEMITTING& FUEL EFFICIENT VEHICLESONLYLOWEMITTING& FUELEFFICIENTVEHICLESONLYLOWEMITTING& FUEL EFFICIENTVEHICLESONLYELECTRICVEHICLE
CHARGING
ONLYELECTRICVEHICLE
CHARGING
ONLY LOWEMITTING& FUELEFFICIENTVEHICLESONLY
LOWEMITTING& FUEL
EFFICIENT
VEHICLESONLY
LOWEMITTING& FUEL
EFFICIENT
VEHICLESONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLYELECTRICVEHICLECHARGINGONLY
ELECTRICVEHICLECHARGING ONLYELEC
T
R
I
C
VEHI
C
L
E
CHARGINGONLYELECTRICVEHICLECHARGING ONLYELEC
T
R
I
C
VEHICLECHARGINGONLYELECTRICVEHICLECHARGIN
G
ONLY LOWEMITTING& FUELEFFICIENT VEHICLESONLYLOWEMITTING& FUELEFFICIENT VEHICLESONLYLOWEMITTING& FUELEFFICIENT VEHICLESONLYLOW EMITTING& FUEL EFFICIENTVEHICLESONLY
LOWEMITTING& FUELEFFICIENTVEHICLESONLY
LOWEMITTING& FUEL EFFICIENTVEHICLESONLY
LOWEMITTING& FUELEFFICIENTVEHICLESONLY
LOWEMITTING & FUELEFFICIENTVEHICLESONLY
LOWEMITTING& FUELEFFICIENTVEHICLESONLY
BIORETENTION#3BIORETENTION#1WET PONDLOW EMITTING& FUEL EFFICIENT VEHICLES ONLY
LOWEMITTING& FUELEFFICIENTVEHICLES ONLY
LOWEMITTING & FUELEFFICIENTVEHICLESONLY
LOWEMITTING & FUEL EFFICIENTVEHICLESONLYR//WR//WR//WCONSTRUCTIONTRAILER (TEMP.)CONSTRUCTIONTRAILER (TEMP.)CONSTRUCTIONTRAILER (TEMP.)CONSTRUCTIONTRAILER (TEMP.)NRB-ZN1NR
B
-
Z
N
1
NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN1NRB-ZN1NRB-Z
N1 NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-
ZN2 SSBOBO
BO
HYDHYDHYD12'
'

W
L
12'' WL12''
W
L
12'
'

W
L
12
'
'
W
L
12''
W
L
12''
WL12''
WLHYD8" W8
"
W8" W8" W8"

W
8" W
8" W
8" W
COSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSUGE
UGEHYDHYDHYDHYDHYDHPGHPGLPG LPG 8'' WL 8'' WL 8'' WLLPGLPGHYDHYD8'' WL8'' WL HYDHY DHYDHYDHYDHYDHYDHYDHYDHYDLPGL
P
G
LPG
LP
G
L
P
G
12'' WL
12'' W
L
12'' WL
12'' WL
F/O
F/O
8" BAC
K
F
LO
W
PREVEN
T
ER
ENCLO
S
UR
E
8" BACKFLO
WPREVENTER
ENCLOS
U
REF/OF/OF/
O F/OF/OF/OF/OCHWR CHWRCHWRCHWRCHWR
CHWRCHWRCHWRCHWRCHWRCHWR
CHWRCHWRCHWRCH
W
R
CHWR CHWR CHWRCHWRCHWR CHWRCHWRCHWRCHWRCHWRCHWRCHWS CHWSCHWSCHWSCHWS
CHWSCHWSCHWSCHWSCHWS
CHWS
CHWSCHWSCHWSCH
W
S
CHWS CHWS CHWSCHWSCHWS CHWSCHWSCHWSCHWSCHWSCHWSF/OF/OF/OF/OF/OEXIST TEST BORE28'x14'x14' MIN HOLE REQUIRED HWS HWSHWSHWSHWS
HWSHWSHWSHWSHWSHW
S
HWSHWSHWSHW
S
HWS
HWS
HWSHWSHWS HWS HWSHWSHWSHWSHWSHWSHWR HWRHWRHWRHWR
HWRHWRHWRHWRHWRHW
R
HWRHWRHWRHW
R
HWR
HWR
HWRHWRHWR HWR HWRHWRHWRHWRHWRHWRNRB-ZN2NRB-ZN2SHEET NUMBER:WTCC EWS - CENTRAL ENERGY PLANT &
INFRASTRUCTURE
COPYRIGHT ©2021 SEPI ENGINEERING & CONSTRUCTION, INC
sepiinc.com
RALEIGH | WILMINGTON
CHARLOTTE | CHARLESTON
SEPI ENGINEERING & CONSTRUCTION, INC.
3/31/2021 2:13 PM X:\2020\SE20.147.01 WTCC - CEP And PH1 Infrastructure\LD\CAD\Impact Maps\SE20.147.01_Impact.dwg
5329 ROLESVILLE RD, WENDELL, NC 27591
NCCES NO. 2305 JOB NO. 20-076ISSUE DATE:PROJ. MGR:DRAWN BY:CHK'D BY:ISSUED FOR:PLOT PLAN03.30.21B. EDWARDSB. EDWARDSA. REUSCHEOF##REF #:SEPI PROJ. #:SE20.147.01NSCALE: 1" = 400' 400'200'0400'WEWBWHWACI - 2.0OVERALL WETLAND IMPACT MAP1 SEE SHEET CI-2A2,100 SF JURISDICTIONALWETLAND IMPACTSEE SHEET CI-2B8,585 SF JURISDICTIONALWETLAND IMPACTSEE SHEET CI-2E745 SF JURISDICTIONALWETLAND IMPACT0 SF JURISDICTIONALWETLAND IMPACTSITE WETLAND IMPACT CHARTFEATURECLASSIFICATIONIMPACT (sq ft)IMPACT (acres)A, B, EJURISDICTIONAL114300.2620WETLAND IMPACT LEGENDJURISDICTIONAL WETLAND (NOTIMPACTED)JURISDICTIONAL WETLAND (IMPACTED)ISOLATED & EXEMPT WETLAND
TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD295
293293
294294 296
295294296297298299 300297298299301NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN
1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2SS12'' WL 12'' WL 12'' WL 12'' WL 12'' WL 12'' WL 12'' WL 12'' WL
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W
8" W 8" W 8" W 8" W 8" W8" WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSUGE UGEUGEUGEUGEUGEUGEUGEHYDLPG LPG LPG LPG LPG LPG LPG LPG8" W8" W8" W8" BACKFLOWPREVENTERENCLOSURE6'' SSF/O F/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OF/OHWS HWSHWRHWR
JURISDICTIONALWETLAND IMPACT - 2,100 SF (WA)SHEET NUMBER:WTCC EWS - CENTRAL ENERGY PLANT &
INFRASTRUCTURE
COPYRIGHT ©2021 SEPI ENGINEERING & CONSTRUCTION, INC
sepiinc.com
RALEIGH | WILMINGTON
CHARLOTTE | CHARLESTON
SEPI ENGINEERING & CONSTRUCTION, INC.
3/31/2021 2:13 PM X:\2020\SE20.147.01 WTCC - CEP And PH1 Infrastructure\LD\CAD\Impact Maps\SE20.147.01_Impact.dwg
5329 ROLESVILLE RD, WENDELL, NC 27591
NCCES NO. 2305 JOB NO. 20-076ISSUE DATE:PROJ. MGR:DRAWN BY:CHK'D BY:ISSUED FOR:PLOT PLAN03.30.21B. EDWARDSB. EDWARDSA. REUSCHEOF##REF #:SEPI PROJ. #:SE20.147.01NSCALE: 1" = 40' 40'20'040'CI - 2AJD WETLAND 'A' IMPACT MAP1WETLAND IMPACT LEGENDJURISDICTIONAL WETLAND (NOTIMPACTED)JURISDICTIONAL WETLAND (IMPACTED)ISOLATED & EXEMPT WETLANDSITE WETLAND IMPACT CHARTFEATURECLASSIFICATIONIMPACT PURPOSEIMPACT (sq ft)IMPACT (acres)AJURISDICTIONALROAD FILL21000.0480
TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSF
TPSF TPSFLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD311312313314315
312
313
314310310315
NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2UGEUGEUGEUGEUGEUGELPG LPG
12'' WL 12'' WL 12'' WL 12'' WL 12'' WL 12'' WL
F/O F/O F/O F/O
F/O
F/OF/OJURISDICTIONALWETLAND IMPACT - 5256 SF (WB)ROAD FILLJURISDICTIONALWETLAND IMPACT - 2,615 SF (WB)POND FILLTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFLODLODLODLODLODLODLODLODLODLODLODLODLOD315 320320320LPGLPGLPGLPGLPGLPG LPG8'' WL 8'' WL 8'' WL 8'' WLF/OF/OJURISDICTIONALWETLAND IMPACT - 714 SF (WB)SHEET NUMBER:WTCC EWS - CENTRAL ENERGY PLANT &
INFRASTRUCTURE
COPYRIGHT ©2021 SEPI ENGINEERING & CONSTRUCTION, INC
sepiinc.com
RALEIGH | WILMINGTON
CHARLOTTE | CHARLESTON
SEPI ENGINEERING & CONSTRUCTION, INC.
3/31/2021 2:14 PM X:\2020\SE20.147.01 WTCC - CEP And PH1 Infrastructure\LD\CAD\Impact Maps\SE20.147.01_Impact.dwg
5329 ROLESVILLE RD, WENDELL, NC 27591
NCCES NO. 2305 JOB NO. 20-076ISSUE DATE:PROJ. MGR:DRAWN BY:CHK'D BY:ISSUED FOR:PLOT PLAN03.30.21B. EDWARDSB. EDWARDSA. REUSCHEOF##REF #:SEPI PROJ. #:SE20.147.01NSCALE: 1" = 40' 40'20'040'CI - 2BJD WETLAND 'B' IMPACT MAP1MATCHLINE
MATCHLINE
WETLAND IMPACT LEGENDJURISDICTIONAL WETLAND (NOTIMPACTED)JURISDICTIONAL WETLAND (IMPACTED)ISOLATED & EXEMPT WETLANDSITE WETLAND IMPACT CHARTFEATURECLASSIFICATIONIMPACT PURPOSEIMPACT (sq ft)IMPACT (acres)BJURISDICTIONALROAD FILL59700.1370BJURISDICTIONALPOND BERM FILL26150.0600
TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSF
TPSF
TPSF TPSFTPSFTPSFTPSFTPSFTPSF TPSF
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LOD
LOD LODLODLODLODLODLODLOD LOD
305302 302303304R//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WNRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1HYDUGEUGE
UGE
UGE
UGE6'' WL6'' WLHYD12'' WL
12'' WL
12'' WL
12'' WL
12'' WL
12'' WL
12'' WL
12'' WL
12'' W
L
12'' W
L
12''
WL
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O
F/O F/OJURISDICTIONALWETLAND IMPACT - 745 SF (WE)NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2SHEET NUMBER:WTCC EWS - CENTRAL ENERGY PLANT &
INFRASTRUCTURE
COPYRIGHT ©2021 SEPI ENGINEERING & CONSTRUCTION, INC
sepiinc.com
RALEIGH | WILMINGTON
CHARLOTTE | CHARLESTON
SEPI ENGINEERING & CONSTRUCTION, INC.
3/31/2021 2:14 PM X:\2020\SE20.147.01 WTCC - CEP And PH1 Infrastructure\LD\CAD\Impact Maps\SE20.147.01_Impact.dwg
5329 ROLESVILLE RD, WENDELL, NC 27591
NCCES NO. 2305 JOB NO. 20-076ISSUE DATE:PROJ. MGR:DRAWN BY:CHK'D BY:ISSUED FOR:PLOT PLAN03.30.21B. EDWARDSB. EDWARDSA. REUSCHEOF##REF #:SEPI PROJ. #:SE20.147.01NSCALE: 1" = 40' 40'20'040'CI - 2EJD WETLAND 'E' IMPACT MAP1 WETLAND IMPACT LEGENDJURISDICTIONAL WETLAND (NOTIMPACTED)JURISDICTIONAL WETLAND (IMPACTED)ISOLATED & EXEMPT WETLANDSITE WETLAND IMPACT CHARTFEATURECLASSIFICATIONIMPACT PURPOSEIMPACT (sq ft)IMPACT (acres)EJURISDICTIONALROAD FILL7450.0170

One Glenwood  Suite 600  Raleigh, NC 27603  919.789.9977  www.sepiinc.com
Date: March 29, 2021

Subject: WTCC East Campus Aquatic Species Habitat Assessment

The site of the future Wake Tech Community College East Campus lies within in the Neuse River
Basin. Seven aquatic species in the Neuse River Basin are federally listed or are proposed for
protection by the United States Fish and Wildlife Services for Wake County (Table 1). Two
freshwater mussel species are listed as federally endangered, one as federally threatened, and two
as “At Risk Species” (ARS). Additionally, one fish species, and one aquatic amphibian species are
listed as ARS.

Table 1. Protected Aquatic Species listed for the Neuse River Basin in Wake County.
Common Name Species Name Federal Protection Status
Freshwater Mussel
Dwarf wedgemussel Alasmidonta heterodon Endangered
Tar River spinymussel Parvaspina steinstansana Endangered
Yellow lance Elliptio lanceolata Threatened
Atlantic pigtoe Fusconaia masoni ARS*
Green floater Lasmigona subviridis ARS*
Fish
Carolina madtom Noturus furiosus ARS*
Aquatic Amphibian
Neuse River waterdog Necturus lewisi ARS*
*ARS=At Risk Species. Species that are Petitioned, Candidates or Proposed for Listing under the Endangered Species Act.
Consultation under Section 7(a)(2) of the ESA is not required for Candidate or Proposed species; although a Conference,
as described under Section 7(a)(4) of the ESA is recommended for actions affecting species proposed for listing.

On January 7, 2021, a habitat assessment was completed by SEPI biologists Chris Sheats (NCWRC
Endangered Species Permit # 21-ES00558) and Tori Fowler, in an unnamed tributary to Buffalo
Creek where a road crossing is proposed (See Nationwide Permit Application). Habitat was assessed
for freshwater mussels, the Carolina madtom, and the Neuse River waterdog. Although the stream
exhibited perennial flow, the stream was relatively small with eroding banks and had a wetted width
of approximately 3 feet with sand and silt as the dominant substrate. No freshwater mussels or
associate species were observed in the channel. Based on these observations, it is in our best
professional judgement the project will have “No Effect” on any protected aquatic species in Table
1.

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper Office of Archives and History
Secretary Susi H. Hamilton Deputy Secretary Kevin Cherry
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

June 12, 2020

Kimberly Nagle [e-mail]
S&ME, Inc.
134 Suber Road
Columbia, SC 29210

Re: II Testing at Site 31WA2290, Wendell Site, Wake County, ER 20-0234

Dear Ms. Nagle:

Thank you for your April 27, 2020, letter transmitting the archaeological report and site form for the project
noted above. We have reviewed this report and offer the following comments.

Additional work conducted at archaeological site 31WA2290 is documented in the report. Given its minimal
artifact diversity and lack of features or concentrations of artifacts, site 31WA2290 is unlikely to yield
important information about the Late Archaic Period and is not considered eligible for listing in the
National Register of Places. We concur with this recommendation.

In our letter of April 27, 2020, we requested the Phase I report be revised to comply with Office of State
Archaeology (OSA) Standards and Guidelines https://files.nc.gov/dncr-arch/OSA_Guidelines_
Dec2017.pdf. Please revise the Phase I report before resubmittal so that it includes information regarding
the location where the collection will be housed, as well as revised site maps in which all shovel test
locations from which artifacts were collected are labeled by provenience number.

We look forward to reviewing the report regarding additional work conducted to identify and delineate the
cemetery in the subject parcel.

The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation’s Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-814-6579 or
[e-mail]. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,

Ramona Bartos, Deputy
State Historic Preservation Officer

FUT. TECHNOLOGY 4.080,000 SF GROSS(PHASE 1 - N.I.C.)FU
T
.

S
TUD
EN
T

S
E
RV
IC
E
S

/
G
EN
E
RA
L
EDUCA
T
ION

-
1
1
0
,
0
0
0

S
F
G
RO
S
S
(
PHA
S
E

1

-
N
.
I
.C
.
)FUT. PUBLIC SAFETY 4.070,000 SF GROSS(PHASE 1 - N.I.C.)DRIVER TRAINING PAD(PAD ROUGH GRADINGONLY)PAVIL
ION(N.
I
.C
.)GEN
E
RA
L

ED
.
B
LDG

5
(
PHA
S
E

3
)GENERAL ED.BLDG 2(PHASE 2)FUT. UAV(N.I.C.)GENERAL ED.BLDG 3(PHASE 2)GENERAL ED.BLDG 4(PHASE 3)R//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WR//WFUT.GREENHOUSES(N.I.C.)FUT. DIVERTRAINING POND(N.I.C.)CONSTRUCTIONTRAILER (TEMP.)CONSTRUCTIONTRAILER (TEMP.)CONSTRUCTIONTRAILER (TEMP.)CONSTRUCTIONTRAILER (TEMP.)RESIDENTIAL /COMM. (PHASE 3)RESI
D
E
N
T
I
A
L

/
CO
M
M
.

(
P
H
A
S
E

3
)PARKING DECK(PHASE 3)NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1
NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN1NRB-Z
N
1 NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NR
B
-
Z
N
1
NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2 NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-Z
N
2 NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN1 NRB-ZN1NRB-ZN1NRB-ZN
1 NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NR
B
-
Z
N
2
NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2TPSF TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSF TPSF TPSF TPSFTPSFTPSFTPSFTPSFTPSFTPSF TPSF TPSF TPSF TPSFTPSF TPSF TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPS
F
TPSFT
P
S
F
TPSFT
P
S
F
TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFLODLODLODLODLODLODLODLODLODLODLODLODTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSF
WAWAWHWBWENRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1
NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1N
R
B
-
Z
N
1
NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-Z
N2
NRB-Z
N2 NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2N
R
B
-
Z
N
2
NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2 NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-Z
N2 NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN1 NRB-ZN1NRB-ZN1NRB-ZN
1 NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB
-
Z
N
2
NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2TPSFTPSFTPSFTPSFTPSFTPSFTPSF
TPSF TPSFTPSF
T
P
S
F
T
P
S
F
TPSF TPSF TPSF TPSF
LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLOD LODLOD
LO
D
LO
D
LOD
LOD LOD LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LODLOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODTPSF TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSF TPSF TPSF TPSFTPSFTPSFTPSFTPSFTPSFTPSF TPSF TPSF TPSF TPSFTPSF TPSF TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPS
F
TPSFT
P
S
F
TPSFT
P
S
F
TPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFLODLODLODLODLODLODLODLODLODLODLODLODTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSFTPSF
WAWAWHWBWENRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1
NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1N
R
B
-
Z
N
1
NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-Z
N2
NRB-Z
N2 NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2N
R
B
-
Z
N
2
NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2 NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-Z
N2 NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN1 NRB-ZN1NRB-ZN1NRB-ZN
1 NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN1NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB
-
Z
N
2
NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2NRB-ZN2TPSFTPSFTPSFTPSFTPSFTPSFTPSF
TPSF TPSFTPSF
T
P
S
F
T
P
S
F
TPSF TPSF TPSF TPSF
LODLOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LODLODLODLODLODLOD LODLOD
LO
D
LO
D
LOD
LOD LOD LOD
LOD
LOD LODLODLODLODLODLODLODLODLODLODLOD LOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD LOD LOD LOD LOD LOD LODLOD LODLOD LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD
LO
D
LODLOD
LOD
LOD
LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODROLESVILLE RD (SR-1003)VARIABLE WIDTH PUBLIC R/W (CONTROLLED ACCESS)US HIGHWAY 64 / BY PASSVARIABLE WIDTH PUBLIC R/W (CONTROLLED ACCESS)WENDELL BLVDUS HIGHWAY 64VARIABLE WIDTH PUBLIC R/WINSPIRATION CIRCLEINSPIRATION CIRCLEMOBILITY LANEUPWARD DRIVE
RE
SCU
ER
ROADI-87 - US HWY 64ΔΔΔΔΔΔSITE LAYOUT PLANCS101NSCALE: 1" = 80'80'40'080'DATE ISSUEDSHEETPROJECT NUMBERX:\2020\SE20.147.01 WTCC - CEP and PH1
Infrastructure\LD\CAD\MP_set\SE20.147.01_CS101.dwg
By: Brian Edwards Plot Time: 3/22/2021 7:06:12 PM
DOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONDOCUMENT FOR REVIEW NOT FOR CONSTRUCTIONPROJECT STATUSSkanska USA Building, Inc.4309 Emporer Blvd, 200Durham, NC 27703Office 919.941.7900Web usa.skanska.comHH Architecture1100 Dresser CourtRaleigh, NC 27609Office 919.828.2301Email [e-mail], Inc. C-21971 Glenwood Ave, Ste 600Raleigh, NC 27603Office 919.789.997Web sepiinc.comBrian Edwards,PE#043152NOTE:These drawings are the property of SEPI, Engineering &Construction, Inc. Copyright 2021 All rights reserved. They maynot be used for any purpose without written permission.3 WORKING DAYSFOR THE LOCATION OFUNDERGROUND FACILITIESBEFORE YOU DIGRCallbefore you dig.below.Know what'sNOTICE:THE LOCATIONS OF EXISTING UNDERGROUND UTILITIESARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOTBEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITSREPRESENTATIVE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORECOMMENCING WORK, AND AGREES TO BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BEOCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLYLOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITYOF THE CONTRACTOR NEITHER THE OWNER NOR THEENGINEER SHALL BE EXPECTED TO ASSUME ANYRESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONSENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OROF ANY OTHER PERSONS.Surface 678, PAThe Imperial Building215 Morris Street, Suite 150Durham, NC 27701Office 919.419.1199Web surface678.comWTCC EWS - PHASE ONE SITE
INFRASTRUCTURE20-076WAKE TECHNICAL COMMUNITY COLLEGE
5329 ROLESVILLE RD, WENDELL, NC 27591Date####NCCCS No. 2305 JOB No. 20-076NO.REVISIONDATE

RALEIGH: 1 Glenwood Avenue, Suite 600, Raleigh, NC 27603
OFFICE: 919.789.9977 / FAX: [phone] / WWW.SEPIINC.COM

March 30, 2021
The following information is intended to support the Isolated/excluded classification made at the project
site:

An on-site concurrence meeting was conducted for the wetland/stream delineation completed for the
project with Samantha Daily, USACE and Josh Brigham, NCDWR on March 6, 2020. Following the site
review, Ms. Daily stated that an Approved Jurisdictional Determination would be issued for the project
given the isolated features present. Ms. Daily will issue the AJD concurrent with the permit authorization.
See attached email.

In addition, SEPI was asked to provide the following to USACE to further support the isolated features
determination:

Distance of isolated feature to nearest tributaries. Please see attached USGS topographic map:

• WC – 787 LF
• WD – 368 LF
• WF - 272 LF
• WG - 61 LF
• WI - 86 LF
Ms. Daily further confirmed her concurrence of the isolated status at the Pre-Filing meeting held on
3/25/2021 with Rick Trone, NCDWR. See attached meeting minutes.

Buffalo CreekWA
W e n d e l l B l v d
Eagle Rock Rd
R
ole
s
ville
R
d Hwy 64Culvert
SC
Pond
WI
WC
WD WF
SA
SD SBSD SBWA
WB
WG
WE
WH
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS,USDA, USGS, AeroGRID, IGN, and the GIS User Community

Preliminary JD Boundary
Buffalo Creek - Edge of Water
Potentially Jurisdictional Streams - Perennial
Potentially Jurisdictional Streams - Intermittent
Approved JD Features
Potentially Jurisdictional Wetlands
This Exhibit is for planning purposes only and shownherein does not meet NC 47-30 Requirements andtherefore is not for design, construction, or recording ortransfer of title. The Exhibit was compiled from availableinformation obtained from the sources listed below.
Sources:NCDOT, NC OneMap, ESRI
December 2020 ±Wake Tech East Campus DevelopmentWake County, North Carolina
Figure 2. Jurisdictional Features Map
0 500 1,000250Feet
1
Bob Lepsic
From:Dailey, Samantha J CIV USARMY CESAW (USA) <[e-mail]>
Sent:Tuesday, March 17, 2020 10:00 AM
To:Bob Lepsic
Subject:RE: SAW-2020-00347 Wake Tech East Campus Site Visit Notes
Good morning Bob,

This office concurs with your revised Figure 2. Jurisdictional Features Map, dated March 2020 for the above referenced
project. The Corps Action ID for the project is: SAW-2020-00347. Please reference this on all future correspondence. This
email serves as my concurrence for the above referenced project and may be used for planning purposes and avoidance
and minimization. Given there are isolated features/ponds excavated in uplands, an approved JD will be necessary in
junction with any permitting. Given my current workload, I will likely complete the JD in conjunction with the permit
verification. Please let me know if you have any additional questions.

Best Regards and Stay Well,
Sam

Samantha Dailey
Regulatory Project Manager
U.S. Army Corps of Engineers
Regulatory Division
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
[phone], Ext. 22
[e-mail]

-----Original Message-----
From: Bob Lepsic <[e-mail]>
Sent: Tuesday, March 17, 2020 9:41 AM
To: Dailey, Samantha J CIV USARMY CESAW (USA) <[e-mail]>
Subject: [Non-DoD Source] RE: SAW-2020-00347 Wake Tech East Campus Site Visit Notes

Good Morning Sam,

Hope you are well in these strange and every changing times.

We made the changes to the figure and updated the ORM. Both are attached. The distance of the isolated to the
nearest tributary are below.

WC: 787 feet to stream SB
WD: 368 feet to stream SD
WF: 272 feet to stream SD
Pond: 535 feet to stream SB

Please let me know if you have any questions.

Bob
Copyright:© 2013 National Geographic Society, i-cubed
0 500 1,000250Feet
Study Area
This Exhibit is for planning purposes only and shownherein does not meet NC 47-30 Requirements andtherefore is not for design, construction, or recording ortransfer of title. The Exhibit was compiled from availableinformation obtained from the sources listed below.
Sources:NCDOT, NC OneMap, ESRI, USGS
February 2020 ±Wake Tech East Campus DevelopmentWake County, North Carolina
Figure 1. USGS Topographic Map

RALEIGH: 1 GLENWOOD AVENUE, SUITE 600, RALEIGH, NC 27603
OFFICE: 919.789.9977 / FAX: [phone] / WWW.SEPIINC.COM

Meeting Minutes

Project Name: Wake Technical Community College – East Campus
Meeting Date: March 25, 2021
Subject: Pre-application meeting for 404/401 Nationwide Permit

Attendees:
• Anna Reusche, SEPI • Rick Trone, NCDEQ
• Dan Miller, SEPI • Megan Paris Colfer, HH Architecture
• Brian Edwards, SEPI • Greg Shenkler, Skanska
• Samantha Daily, USACE

Notes:

A pre-application meeting was conducted with project stakeholders including representatives from the U.S.
Army Corps of Engineers (USACE) and N.C. Division of Environmental Quality (NCDEQ) on March 25, 2021,
to review the proposed project and discuss the upcoming permit application submittal. Information was
provided to the agency representatives regarding the overall project including completed environmental
due-diligence, agency approvals received to-date, summary of natural resources, proposed master plan,
current site plan, impacts and mitigation.

Samantha Daily, USACE Comments:

• Ms. Daily may need to coordinate with US Fish and Wildlife regarding potential impacts to aquatic
mussels for the northernmost crossing at the tributary to Buffalo Creek. She requests that
documentation be included in the application, if available.

• For the proposed Phase Ia, Ms. Daily requests that the application reflect as much of the site plan
as possible and be conservative with estimated impacts.

• Regarding mitigation for impacts to Waters of the US, Ms. Daily requests that wetland rating forms
were requested to be included in the application to support a reduced mitigation ratio at the
Wetland B impacts (downslope of pond).

• Rip rap outlets/dissipator pads are considered permanent impacts. However, mitigation will not be
required for these impacts. Ms. Daily requests that we separate these impacts in the application.

2

Rick Trone, NCDEQ Comments:

• Mr. Trone discussed the new 401 procedures including a requirement for the NCDEQ to issue a
public notice and include those any comments in their consideration of the application. He did not
anticipate any impact to the review schedule for this project.

• Due to the change in the State’s isolated wetland rules, we are asked to include detailed
documentation in the application to support the isolated/exempt wetlands classifications that are
present on the property. A site visit NCDEQ may be requested to confirm.

Recommended Next Steps:

• SEPI will incorporate all requested information into the overall permit application, finalize the
application and submit.

• All mitigation has been sourced and will be provided by local, private mitigation banks (based on
current inventory to-date).

• Following submittal of the application, SEPI will continue to coordinate with the regulators to
track the review process until approval is received.

USACE AID#:NCDWR #:
Yes No
Evidence of stressors affecting the assessment area (may not be within the assessment area)
Please circle and/or make note on last page if evidence of stressors is apparent. Consider departure from reference, if
appropriate, in recent past (for instance, approximately within 10 years). Noteworthy stressors include, but are not limited
to the following.
•
•
•
•
Is the assessment area intensively managed?Yes No
Regulatory Considerations - Were regulatory considerations evaluated?Yes No If Yes, check all that apply to the assessment area.
Anadromous fish
Federally protected species or State endangered or threatened species
NCDWR riparian buffer rule in effect
Abuts a Primary Nursery Area (PNA)
Publicly owned property
N.C. Division of Coastal Management Area of Environmental Concern (AEC) (including buffer)
Abuts a stream with a NCDWQ classification of SA or supplemental classifications of HQW, ORW, or Trout
Designated NCNHP reference community
Abuts a 303(d)-listed stream or a tributary to a 303(d)-listed stream
What type of natural stream is associated with the wetland, if any? (check all that apply)
Blackwater
Brownwater
Tidal (if tidal, check one of the following boxes)Lunar Lunar Wind Both
Is the assessment area on a coastal island?Yes No
Is the assessment area's surface water storage capacity or duration substantially altered by beaver?Yes No
Does the assessment area experience overbank flooding during normal rainfall conditions?Yes No
1.Ground Surface Condition/Vegetation Condition – assessment area condition metric
Check a box in each column. Consider alteration to the ground surface (GS) in the assessment area and vegetation structure
(VS) in the assessment area. Compare to reference wetland if applicable (see User Manual). If a reference is not applicable,
then rate the assessment area based on evidence of an effect.
GS
A A Not severely altered
B B Severely altered over a majority of the assessment area (ground surface alteration examples: vehicle tracks, excessive
sedimentation, fire-plow lanes, skidder tracks, bedding, fill, soil compaction, obvious pollutants) (vegetation structure
alteration examples: mechanical disturbance, herbicides, salt intrusion [where appropriate], exotic species, grazing,
less diversity [if appropriate], hydrologic alteration)
2.Surface and Sub-Surface Storage Capacity and Duration – assessment area condition metric
Check a box in each column. Consider surface storage capacity and duration (Surf) and sub-surface storage capacity and
duration (Sub). Consider both increase and decrease in hydrology. A ditch ≤ 1 foot deep is considered to affect surface water only,
while a ditch > 1 foot deep is expected to affect both surface and sub-surface water. Consider tidal flooding regime, if applicable.
Surf
A A Water storage capacity and duration are not altered.
B B Water storage capacity or duration are altered, but not substantially (typically, not sufficient to change vegetation).
C C Water storage capacity or duration are substantially altered (typically, alteration sufficient to result in vegetation
change) (examples: draining, flooding, soil compaction, filling, excessive sedimentation, underground utility lines).
3.Water Storage/Surface Relief – assessment area/wetland type condition metric (skip for all marshes)
Check a box in each column for each group below. Select the appropriate storage for the assessment area (AA) and the wetland
type (WT).
AA WT
3a.A A Majority of wetland with depressions able to pond water > 1 foot deep
B B Majority of wetland with depressions able to pond water 6 inches to 1 foot deep
C C Majority of wetland with depressions able to pond water 3 to 6 inches deep
D D Depressions able to pond water < 3 inches deep
3b.A Evidence that maximum depth of inundation is greater than 2 feet
B Evidence that maximum depth of inundation is between 1 and 2 feet
C Evidence that maximum depth of inundation is less than 1 foot
Piedmont
River Basin
Applicant/Owner Name Wake Tech Community College
Wake Tech Community College East Campus
03020201
RaleighNCDWR RegionCounty
Neuse
Wake
USGS 8-Digit Catalogue Unit
NC WAM WETLAND ASSESSMENT FORM
Accompanies User Manual Version 5
Buffalo Creek
R. Lepsic, SEPI
WB
1/23/2020Date of Evaluation
Wetland Site Name
Assessor Name/Organization
Nearest Named Water Body
Project Name
Wetland Type Headwater Forest
Level III Ecoregion
Hydrological modifications (examples: ditches, dams, beaver dams, dikes, berms, ponds, etc.)
Latitude/Longitude (deci-degrees)
Habitat/plant community alteration (examples: mowing, clear-cutting, exotics, etc.)
Surface and sub-surface discharges into the wetland (examples: discharges containing obvious pollutants, presence of nearby
Sub
VS
septic tanks, underground storage tanks (USTs), hog lagoons, etc.)
Precipitation within 48 hrs?
Signs of vegetation stress (examples: vegetation mortality, insect damage, disease, storm damage, salt intrusion, etc.)
35.805254, -78.416938
4.Soil Texture/Structure – assessment area condition metric (skip for all marshes)
Check a box from each of the three soil property groups below. Dig soil profile in the dominant assessment area landscape
feature. Make soil observations within the 12 inches. Use most recent National Technical Committee for Hydric Soils guidance for
regional indicators.
4a.A Sandy soil
B Loamy or clayey soils exhibiting redoximorphic features (concentrations, depletions, or rhizospheres)
C Loamy or clayey soils not exhibiting redoximorphic features
D Loamy or clayey gleyed soil
E Histosol or histic epipedon
4b.A Soil ribbon < 1 inch
B Soil ribbon ≥ 1 inch
4c.A No peat or muck presence
B A peat or muck presence
5.Discharge into Wetland – opportunity metric
Check a box in each column. Consider surface pollutants or discharges (Surf) and sub-surface pollutants or discharges (Sub).
Examples of sub-surface discharges include presence of nearby septic tank, underground storage tank (UST), etc.
Surf Sub
A A Little or no evidence of pollutants or discharges entering the assessment area
B B Noticeable evidence of pollutants or discharges entering the wetland and stressing, but not overwhelming the
treatment capacity of the assessment area
C C Noticeable evidence of pollutants or discharges (pathogen, particulate, or soluble) entering the assessment area and
potentially overwhelming the treatment capacity of the wetland (water discoloration, dead vegetation, excessive
sedimentation, odor)
6.Land Use – opportunity metric (skip for non-riparian wetlands)
Check all that apply (at least one box in each column). Evaluation involves a GIS effort with field adjustment. Consider sources
draining to assessment area within entire upstream watershed (WS), within 5 miles and within the watershed draining to the
assessment area (5M), and within 2 miles and within the watershed draining to the assessment area (2M). Effective riparian buffers
are considered to be 50 feet wide in the Coastal Plain and Piedmont ecoregions and 30 feet wide in the Blue Ridge Mountains ecoregion.
WS 5M 2M
A A A ≥ 10% impervious surfaces
B B B Confined animal operations (or other local, concentrated source of pollutants)
C C C ≥ 20% coverage of pasture
D D D ≥ 20% coverage of agricultural land (regularly plowed land)
E E E ≥ 20% coverage of maintained grass/herb
F F F ≥ 20% coverage of clear-cut land
G G G Little or no opportunity to improve water quality. Lack of opportunity may result from little or no disturbance in
the watershed or hydrologic alterations that prevent dainage and/or overbank flow from affectio the
assessment area.
7.Wetland Acting as Vegetated Buffer – assessment area/wetland complex condition metric (skip for non-riparian wetlands)
7a.Is assessment area within 50 feet of a tributary or other open water?
Yes No If Yes, continue to 7b. If No, skip to Metric 8.
7b.How much of the first 50 feet from the bank is weltand? (Wetland buffer need only be present on one side of the water body. Make
buffer judgment based on the average width of wetland. Record a note if a portion of the buffer has been removed or disturbed.)
A ≥ 50 feet
B From 30 to < 50 feet
C From 15 to < 30 feet
D From 5 to < 15 feet
E < 5 feet or buffer bypassed by ditches
7c.Tributary width. If the tributary is anastomosed, combine widths of channels/braids for a total width.
≤ 15-feet wide > 15-feet wide Other open water (no tributary present)
7d.Do roots of assessment area vegetation extend into the bank of the tributary/open water?
Yes No
7e.Is tributary or other open water sheltered or exposed?
Sheltered – adjacent open water with width < 2500 feet and no regular boat traffic.
Exposed – adjacent open water with width ≥ 2500 feet or regular boat traffic.
8.Wetland Width at the Assessment Area – wetland type/wetland complex condition metric (evaluate WT for all marshes
and Estuarine Woody Wetland only; evaluate WC for Bottomland Hardwood Forest, Headwater Forest, and Riverine Swamp
Check a box in each column. Select the average width for the wetland type at the assessment area (WT) and the wetland complex at the
assessment area (WC). See User Manual for WT and WC boundaries.
WT WC
A A ≥ 100 feet
B B From 80 to < 100 feet
C C From 50 to < 80 feet
D D From 40 to < 50 feet
E E From 30 to < 40 feet
F F From 15 to < 30 feet
G G From 5 to < 15 feet
H H < 5 feet
Forest only)
9.Inundation Duration – assessment area condition metric (skip for non-riparian wetlands)
Answer for assessment area dominant landform.
A Evidence of short-duration inundation (< 7 consecutive days)
B Evidence of saturation, without evidence of inundation
C Evidence of long-duration inundation or very long-duration inundation (7 to 30 consecutive days or more)
10.Indicators of Deposition – assessment area condition metric (skip for non-riparian wetlands and all marshes)
Consider recent deposition only (no plant growth since deposition).
A Sediment deposition is not excessive, but at approximately natural levels.
B Sediment deposition is excessive, but not overwhelming the wetland.
C Sediment deposition is excessive and is overwhelming the wetland.
11.Wetland Size – wetland type/wetland complex condition metric
Check a box in each column. Involves a GIS effort with field adjustment. This metric evaluates three aspects of the wetland area: the
size of the wetland type (WT), the size of the wetland complex (WC), and the size of the forested wetland (FW) (if applicable, see User
Manual). See the User Manual for boundaries of these evaluation areas. If assessment area is clear-cut, select “K” for the FW column.
WT FW (if applicable)
A A A ≥ 500 acres
B B B From 100 to < 500 acres
C C C From 50 to < 100 acres
D D D From 25 to < 50 acres
E E E From 10 to < 25 acres
F F F From 5 to < 10 acres
G G G From 1 to < 5 acres
H H H From 0.5 to < 1 acre
I I I From 0.1 to < 0.5 acre
J J J From 0.01 to < 0.1 acre
K K K < 0.01 acre or assessment area is clear-cut
12.Wetland Intactness – wetland type condition metric (evaluate for Pocosins only)
A Pocosin is the full extent (≥ 90%) of its natural landscape size.
B Pocosin is < 90% of the full extent of its natural landscape size.
13.Connectivity to Other Natural Areas – landscape condition metric
13a.Check appropriate box(es) (a box may be checked in each column). Involves a GIS effort with field adjustment. This
evaluates whether the wetland is well connected (Well) and/or loosely connected (Loosely) to the landscape patch, the contiguous
metric naturally vegetated area and open water (if appropriate). Boundaries are formed by four-lane roads, regularly maintained utility
line corridors the width of a four-lane road or wider, urban landscapes, fields (pasture open and agriculture), or water > 300 feet wide.
A A ≥ 500 acres
B B From 100 to < 500 acres
C C From 50 to < 100 acres
D D From 10 to < 50 acres
E E < 10 acres
F F Wetland type has a poor or no connection to other natural habitats
13b.Evaluate for marshes only.
Yes No Wetland type has a surface hydrology connection to open waters/stream or tidal wetlands.
14.Edge Effect – wetland type condition metric (skip for all marshes and Estuarine Woody Wetland)
May involve a GIS effort with field adjustment. Estimate distance from wetland type boundary to artificial edges. Artificial edges include
non-forested areas ≥ 40 feet wide such as fields, development, roads, regularly maintained utility line corridors and clear-cuts. Consider
the eight main points of the compass. Artificial edge occurs within 150 feet in how many directiions? If the assessment area is clear-cut,
select option "C."
A 0
B 1 to 4
C 5 to 8
15. Vegetative Composition – assessment area condition metric (skip for all marshes and Pine Flat)
A Vegetation is close to reference condition in species present and their proportions. Lower strata composed of appropriate
species, with exotic plants absent or sparse within the assessment area.
B Vegetation is different from reference condition in species diversity or proportions, but still largely composed of native species
characteristic of the wetland type. This may include communities of weedy native species that develop after clearcutting or
clearing. It also includes communities with exotics present, but not dominant, over a large portion of the expected strata.
C Vegetation severely altered from reference in composition, or expected species are unnaturally absent (planted stands of non-
characteristic species or at least one stratum inappropriately composed of a single species), or exotic species are dominant in
at least one stratum.
16.Vegetative Diversity – assessment area condition metric (evaluate for Non-tidal Freshwater Marsh only)
A Vegetation diversity is high and is composed primarily of native species (<10% cover of exotics).
B Vegetation diversity is low or has > 10% to 50% cover of exotics.
C Vegetation is dominated by exotic species (>50% cover of exotics).
Well
WC
Loosely
17.Vegetative Structure – assessment area/wetland type condition metric
17a.Is vegetation present?
Yes No If Yes, continue to 17b. If No, skip to Metric 18.
17b.Evaluate percent coverage of assessment area vegetation for all marshes only. Skip to 17c for non-marsh wetlands.
A ≥ 25% coverage of vegetation
B < 25% coverage of vegetation
17c.Check a box in each column for each stratum. Evaluate this portion of the metric for non-marsh wetlands. Consider structure
in airspace above the assessment area (AA) and the wetland type (WT) separately.
A A Canopy closed, or nearly closed, with natural gaps associated with natural processes
B B Canopy present, but opened more than natural gaps
C C Canopy sparse or absent
A A Dense mid-story/sapling layer
B B Moderate density mid-story/sapling layer
C C Mid-story/sapling layer sparse or absent
A A Dense shrub layer
B B Moderate density shrub layer
C C Shrub layer sparse or absent
A A Dense herb layer
B B Moderate density herb layer
C C Herb layer sparse or absent
18.Snags – wetland type condition metric (skip for all marshes)
A Large snags (more than one) are visible (> 12-inches DBH, or large relative to species present and landscape stability).
B Not A
19.Diameter Class Distribution – wetland type condition metric (skip for all marshes)
A Majority of canopy trees have stems > 6 inches in diameter at breast height (DBH); many large trees (> 12 inches DBH) are
present.
B Majority of canopy trees have stems between 6 and 12 inches DBH, few are > 12-inch DBH.
C Majority of canopy trees are < 6 inches DBH or no trees.
20.Large Woody Debris – wetland type condition metric (skip for all marshes)
Include both natural debris and man-placed natural debris.
A Large logs (more than one) are visible (> 12 inches in diameter, or large relative to species present and landscape stability).
B Not A
21.Vegetation/Open Water Dispersion – wetland type/open water condition metric (evaluate for Non-Tidal Freshwater
Marsh only)
Select the figure that best describes the amount of interspersion between vegetation and open water in the growing season. Patterned
areas indicate vegetated areas, while solid white areas indicate open water.
A B C D
22.Hydrologic Connectivity – assessment area condition metric (evaluate for riparian wetlands and Salt/Brackish Marsh only)
Examples of activities that may severely alter hydrologic connectivity include intensive ditching, fill, sedimentation, channelization,
diversion, man-made berms, beaver dams, and stream incision. Documentation required if evaluated as B, C, or D.
A Overbank and overland flow are not severely altered in the assessment area.
B Overbank flow is severely altered in the assessment area.
C Overland flow is severely altered in the assessment area.
D Both overbank and overland flow are severely altered in the assessment area.
Wetland is located in a maintained powerline. Utility poles are located within the wetland. Vegetation is 100% herbaceous. Clearcut to the east and
south. Plowed ag land to the north. Narrow wooded area to the east.
AA WT
Notes CanopyMid-StoryShrubHerb
Notes on Field Assessment Form (Y/N)
Presence of regulatory considerations (Y/N)
Wetland is intensively managed (Y/N)
Assessment area is located within 50 feet of a natural tributary or other open water (Y/N)
Assessment area is substantially altered by beaver (Y/N)
Assessment area experiences overbank flooding during normal rainfall conditions (Y/N)
Assessment area is on a coastal island (Y/N)
Sub-function Rating Summary
Function Sub-function Metrics
Hydrology Surface Storage and Retention Condition
Sub-Surface Storage and Retention Condition
Water Quality Pathogen Change Condition
Condition/Opportunity
Opportunity Presence? (Y/N)
Particulate Change Condition
Condition/Opportunity
Opportunity Presence? (Y/N)
Soluble Change Condition
Condition/Opportunity
Opportunity Presence? (Y/N)
Physical Change Condition
Condition/Opportunity
Opportunity Presence? (Y/N)
Pollution Change Condition
Condition/Opportunity
Opportunity Presence? (Y/N)
Habitat Physical Structure Condition
Landscape Patch Structure Condition
Vegetation Composition Condition
Function Rating Summary
Function Metrics/Notes
Hydrology Condition
Water Quality Condition
Condition/Opportunity
Opportunity Presence? (Y/N)
Habitat Condition
Overall Wetland Rating
NA
HIGH
HIGH
NO
NA
NO
NA
NA
MEDIUM
HIGH
YES
HIGH
NO
LOW
NA
HIGH
LOW
LOW
Rating
MEDIUM
LOW
MEDIUM
HIGH
HIGH
YES
LOW
NC WAM Wetland Rating Sheet
Wetland Type
Wetland Site Name WB
R. Lepsic, SEPIHeadwater Forest
Date
Assessor Name/Organization
1/23/2020
Accompanies User Manual Version 5.0
Rating
LOW
HIGH
NO
YES
YES
YES
NO
YES
Strickland, Bev
From: [e-mail]
Sent: Wednesday, March 3, 2021 1:43 PM
To: Anna Reusche
Cc: [e-mail]
Subject: Pre -Filing Meeting Request Acknowledgement - Wake Tech East Campus - 20210475
Ver 1
Attachments: DWR Pre -Filing Meeting Request Form.pdf
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for Wake Tech East Campus that
you submitted on 3/1/2021. The ID number for that project is 20210475, Version 1.
Reviewer Contact Information:
Reviewer: Rick Trone
Email: [e-mail]
Reviewing Office: Central Office - [phone]
You will either be contacted by staff to set up a meeting or notified by email that the 30 calendar day clock has been reached and you
are allowed to submit your application.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as responses are not
monitored.
1

1
Anna Reusche
From:Anna Reusche
Sent:Thursday, April 1, 2021 8:45 AM
To:'[e-mail]'
Cc:[e-mail]
Subject:RE: Pre-Filing Meeting is not needed for Wake Tech East Campus - 20210475 Ver 1
Attachments:WTCC Env Permit Pre-App Meeting Minutes_030262021.pdf
Good morning, 

A pre‐filing meeting was held on 3/25/2021. Meeting minutes from the meeting were issued on 3/26/2021 to Rick 
Trone, NCDENR. A copy of the meeting minutes has been reattached for the State’s records.  

Thank you, 

Confidentiality Notice: This message is intended only for the designated recipient(s). It may contain confidential or proprietary information and may be
subject to the attorney-client privilege or other confidentiality protections. If you are not a designated recipient, you may not review, copy or distribute this
message. If you receive this in error, please notify the sender by reply e-mail and delete this message. Thank you.

From: [e-mail] <[e-mail]>  
Sent: Thursday, April 1, 2021 12:01 AM 
To: Anna Reusche <[e-mail]> 
Cc: [e-mail] 
Subject: Pre‐Filing Meeting is not needed for Wake Tech East Campus ‐ 20210475 Ver 1 

The North Carolina Division of Water Resources has received the Pre‐Filing Meeting Request Form for Wake Tech East 
Campus that you submitted on 3/1/2021 1:44 PM. The ID number for that project is 20210475, Version 1.  

It has been decided that no meeting is needed for this project. 

Review Comments (If provided):  

Project file link: https://edocs.deq.nc.gov/WaterResources/Browse.aspx?dbid=0&startid=1661984 

When you submit your application please upload a copy of the attached document in this email.  
2

This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as 
responses are not monitored. 

RALEIGH: 1 GLENWOOD AVENUE, SUITE 600, RALEIGH, NC 27603
OFFICE: 919.789.9977 / FAX: [phone] / WWW.SEPIINC.COM

Meeting Minutes

Project Name: Wake Technical Community College – East Campus
Meeting Date: March 25, 2021
Subject: Pre-application meeting for 404/401 Nationwide Permit

Attendees:
• Anna Reusche, SEPI • Rick Trone, NCDEQ
• Dan Miller, SEPI • Megan Paris Colfer, HH Architecture
• Brian Edwards, SEPI • Greg Shenkler, Skanska
• Samantha Daily, USACE

Notes:

A pre-application meeting was conducted with project stakeholders including representatives from the U.S.
Army Corps of Engineers (USACE) and N.C. Division of Environmental Quality (NCDEQ) on March 25, 2021,
to review the proposed project and discuss the upcoming permit application submittal. Information was
provided to the agency representatives regarding the overall project including completed environmental
due-diligence, agency approvals received to-date, summary of natural resources, proposed master plan,
current site plan, impacts and mitigation.

Samantha Daily, USACE Comments:

• Ms. Daily may need to coordinate with US Fish and Wildlife regarding potential impacts to aquatic
mussels for the northernmost crossing at the tributary to Buffalo Creek. She requests that
documentation be included in the application, if available.

• For the proposed Phase Ia, Ms. Daily requests that the application reflect as much of the site plan
as possible and be conservative with estimated impacts.

• Regarding mitigation for impacts to Waters of the US, Ms. Daily requests that wetland rating forms
were requested to be included in the application to support a reduced mitigation ratio at the
Wetland B impacts (downslope of pond).

• Rip rap outlets/dissipator pads are considered permanent impacts. However, mitigation will not be
required for these impacts. Ms. Daily requests that we separate these impacts in the application.

2

Rick Trone, NCDEQ Comments:

• Mr. Trone discussed the new 401 procedures including a requirement for the NCDEQ to issue a
public notice and include those any comments in their consideration of the application. He did not
anticipate any impact to the review schedule for this project.

• Due to the change in the State’s isolated wetland rules, we are asked to include detailed
documentation in the application to support the isolated/exempt wetlands classifications that are
present on the property. A site visit NCDEQ may be requested to confirm.

Recommended Next Steps:

• SEPI will incorporate all requested information into the overall permit application, finalize the
application and submit.

• All mitigation has been sourced and will be provided by local, private mitigation banks (based on
current inventory to-date).

• Following submittal of the application, SEPI will continue to coordinate with the regulators to
track the review process until approval is received.