20200079 Ver 1_401 Application_20200114

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Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone;. [phone] • Fax: [phone]
sandec.com
To: RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
Attn: Samantha Dailey
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
From: Kevin C. Martin
Soil & Environmental Consultants, PA
Re: Evolve at Heritage — SAW - 2019 - 01267
Wilson, Wilson County, NC
January 14th, 2020
S&EC Project #13171
NC DWR, 401 & Buffer Permitting Unit
Attn: Paul Wojowski
Archdale Building — 9th Floor
512 North Salisbury Street
Raleigh, NC 27604
On behalf of the applicant, Evolve at Heritage (Attn: Mike Winstead, Jr.) please find attached a complete
application and supplemental information requesting Nationwide permits 12 and 29 from the USACE and
associated 401 Water Quality Certifications as well as a Buffer Authorization from N.C. Division of Water
Resources (NCDWR).
The proposed project is a residential apartment complex. For more details see the attached site plans,
maps and PCN form. The proposed impacts are for a sewer utility line (NWP12) and fill for a road and a
building (NWP29).
Please contact me at [phone] if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
Evolve at Heritage
Project Type
Residential Apartments
Owner/Applicant
Evolve at Heritage, LLC
County
Wilson
Nearest Town
Wilson County
Waterbody Name
Bloornery Swamp Creek
Basin
Neuse
Class
WS- IV; NSW

IMPACT SUMMARY
Stream Impact (sqft):
0
Perennial loss
0
intermittent loss
0
Perennial Temporary
0
Intermittent Temporary
0
Perennial Rip Rap
0
Intermittent Rip Rap
0
Wetland Impact (acres):
0.7219
Headwater Loss (2:1 mitigation USACE)
0.0547 (NW 29)
Headwater Conversion (1:1 mitigation USACE)
0.2212 (NW 12)
Headwater Temporary
0.446 (NW 12)
Open Water Impact (acres):
0.0
Total Stream Impact (linear feet):
Perennial Temporary
0
Intermittent Temporary
0
Intermittent Rip Rap
0
Perennial Rip Rap
0
Perennial loss (2:1 mitigation USACE)
0
Intermittent loss (1:1 mitigation USACE)
0
Zone 1 Buffer
1781 sqft
Zone 2 Buffer
600 sqft
Total Buffer (Zone 1 and 2)
2381 sqft
Attachments: (USACE and DWR)
Pre -construction Notification (PCN) Application Form
Impact Exhibits (6 pages)
Owner Certifications/Agent Authorization
Overall Site Map with approximate buffers, wetlands & streams (impact maps are from actual surveyed locations)
DMS Acceptance Letter For Wetland Mitigation
DWR Buffer Confirmation Letter
Corps email concurring with Delineation
(DWR ONLY): $240.00 Check for Application Fee

OF wA7Fq
o
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: 39 & 12 or General Permit (GP) number:
tc.
Has the NWP or GP number been verified by the Corps?
❑x Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non-404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
le.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ❑X No
For the record only for Corps Permit:
❑ Yes X❑ No
If.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
X❑ Yes ❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Evolve at Heritage
2b.
County:
Wilson
2c.
Nearest municipality/town:
Wilson
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Evolve at Heritage, LLC
3b.
Deed Book and Page No.
multiple see References on sheet 1of 6 attached to this PCN
3c.
Responsible Party (for LLC if
applicable):
Mike Winstead, Jr.
3d.
Street address:
2918 Martinsville Rd.
3e.
City, state, zip:
Greensboro, NC 27408
3f.
Telephone no.:
336-485-4685
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form —Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Kevin C. Martin
5b. Business name
(if applicable):
Soil & Environmental Consultants, PA
5c. Street address:
8412 Falls of Neuse Rd., Ste. 104
5d. City, state, zip:
Raleigh, NC 27615
5e. Telephone no.:
919-270-7941
5f. Fax no.:
919-846-9467
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
3702-48-2351
1 b. Site coordinates (in decimal degrees):
Latitude: 35.74778 Longitude:-77.973297
1 c. Property size:
46.06 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Bloomery Swamp
2b. Water Quality Classification of nearest receiving water:
WS- IV, NSW
2c. River basin:
Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Site contains agricultural fields and wooded areas, Surrounding area is developed commercial property to the east, single family residences and SOME
offices to the north and west. Bordered by Raleigh Rd. Parkway.
3b. List the total estimated acreage of all existing wetlands on the property: 12.93
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 425
3d. Explain the purpose of the proposed project:
Allow development of an apartment project.
3e. Describe the overall project in detail, including the type of equipment to be used:
Typical construction equipment for road, utility and building construction, see site plan for more specific details like building size, location, parking.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project including all priorphases) in thepast?
❑X Yes ❑ No ❑ Unknown
Comments: SAW-2019-01267
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑X Preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): K. Martin, & S. Ball
Agency/Consultant Company: S&EC, PA
Other:
4d. If yes, list the dates of the' Corps jurisdictional determinations or State determinations and attach documentation.
NBRRO#19-288 buffer letter issued 9-19-19. Corps email confirming concurrence with delineation from Samantha Dailey dated 10-15-19
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑Yes ❑X No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑X Yes ❑ No
6b. If yes, explain.
Additional property exists (Lot 3 on the plans) that can be developed without further wetland or stream impacts. Lot 4 is not proposed for development
and is labeled "Conservation" on the plans.
Page 3of10
PCN Form —Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑ Streams - tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary
W1 P
Fill
Jurisdictional Ditch
No
Corps
0.0547
W2 P
maintained sewer
Headwater Wetland
Yes
Corps
0.02
W3 P
maintained sewer
Headwater Wetland
Yes
Corps
0.0012
W4 P
maintained sewer
Bottomland Hardwood Forest
Yes
Corps
0.12
W5 P
maintained sewer
Riverine Swamp Forest
Yes
Corps
0.08
W6 -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
0.7219
2h. Comments:
see next page for additional temporary impacts due to sewer line, W2A, W3A, W4A & WSA.Impacts listed as permanent for the sewer line (W2 thru
W5) are actually conversion from forested to non -forested wetland and mitigation is proposed at a 1:1 ratio for these 0.2212ac of impact. Permanent
impact W1 is to 0.0547ac of jurisdictional ditch and mitigation is proposed at a 2:1 ratio for that impact (0.1094). Total mitigation proposed = 0.33ac
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 -
Choose one
-
-
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary impacts
0
3i. Comments:
the sewer line crossing of Bloomery Swamp is an aerial crossing so no stream impacts are being requested at that location.
Page 4 of 10
PCN Form -Version 1.4 January 2009

L,
f",\,ke,� Fro vv,�_ �Qff e y
C. Proposed Impacts Inventory
1. Impacts Summary e vA. Q ra r
1a. Which sections were completed below for your project (check all that apply):
® Wetlands ❑ Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
WI -
Choose one
Choose one
Yes/No
-
W2 T
restored sewer
Headwater Wetland
Yes
Corps
0.04
W3 T
restored sewer
Headwater Wetland
Yes
Corps
0.006
W4 T
restored sewer
6ottomland Hardwood Forest
Yes
Corps
0.25
W5 T
restored sewer
Rivedne Swamp Forest
Yes
Corps
0.15
W6
Choose one
Choose one
Yes/No
20. Total Wetland Impacts:
e�!�C, 'A a

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then indivii ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
0
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 P
sewer line
Bloomery Swamp
No
1,781
600
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
1,781
600
6i. Comments:
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization '
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project was designed so that no wetlands except for a jurisdictional ditch are proposed to be impacted for buildings and parking. The sewer line
was routed to impact the least amount of wetland possible in order to reach the existing sewer line at the rear of the property.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
An aerial sewer is being used to cross the stream at Bloomery swamp and all but the minimum necessary for maintenance is being restored to a
forested wetland
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?
❑X Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑X Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑X Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Pa ment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑X Yes
4b. Stream mitigation requested:
0 linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
0.33 acres
4f. Non -riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10 .
PCN Form —Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
❑ Yes MX No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified
M Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Stormwater management plan to be approved by the Town of Cary.
❑ Yes ❑X No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
23
2b. Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The stormwater plan will be reviewed and approved by the City of Wilson. BMP's will be wet detention ponds.
2e. Who will be responsible for the review of the Stormwater Management Plan?
Wilson
3. Certified Local Government Stormwater Review
3a. In which localgovernment's jurisdiction is thisproject?
Wilson
0 Phase II
3b. Which of the following locally -implemented stormwater management programs
0 NSW
❑ USMP
apply (check all that apply):
❑X Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8of10
PCN Form —Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑X No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:,
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes ❑X No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and Isolated Wetlands Programs" document
prepared by the NC Division of Water Quality on April 10, 2004, version 2.1. The draft states that many private developments are unlikely to cause
cumulative impacts, including projects such as urban in -fill, most residential subdivisions and small commercial developments as well as agricultural
and silvicultural operations. The Evolve at Heritage project is a small residential development.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
Connection to existing municipal sewer line
Page 9 of 10
PCN Form —Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
-
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
No element occurrences of Threatened/Endangered Species occur within 1 mile of the project per a NC -Natural Heritage Programs Web search,
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The NOAA Habitat Conservation/Habitat Protection: National Marine Fish Service; Essential Fish Habitat Mapper website was referenced. No
Essential Fish Habitat was identified near the project.
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
❑ Yes ❑X No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Records checks at the SHPO or the Office of State Archeology were not performed. No structures were observed during the original wetland
evaluation, no occurancs are listed within 1 mile of the project on the NC State Historic Preservation Office HPOWEB GIS Service.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?
❑X Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
Only the sewer line is located within the 100 year floodplain, FEMA allows sewer lines within the 100 year flood plain
8c. What source(s) did you use to make the floodplain determination?
FEMA firm panel.
Kevin C. Martin
1-14-20
Applicant/Agent's Printed Name
Date
I Applica Ag nt's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

Environmental Consultants,
8412 Fag, of die Rmd. Sun& 104. Ralco, NC 27615
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: _Raleigh Road __ S&F.0 Project N 1 1
Date: t 214 201 '1
The Department of the Army
U.S. Army Corps of Engineer, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: Field Office: __ ._
I, the undersigned, a duly authorized owner of record of the property/properties Identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineer (Corps) and Soil &
Environmental Consultants, PA (S&EC) staff (as my agent) to enter upon the property herein described
for the purpose of conducting on -site Investigations and issuing a determination associated with Water
of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of
the River and Harbor Act of 1899. This document also authorizes S&EC (as my agent) to act on my
behalf and take all actions necessary for the processing, issuance and acceptance of a permit or
certification and any and all associated standard and special conditions.This notification supersedes any
previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, Is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): _3702-48-2351 _
Site Address: Tsn —�`—� . tz 4 e+ •-+1 `^�
City, County, State: L.-y.. S �+ r wM..s--a r Na
PROPERTY OWNER INFORMATION
Name. er---_304
G
Address:
Email: de S -) #w
Property
Property
17
Date
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
2 ^f•i or

ROY COOPER
Gavmar
MICHAEL S. REGAN
seoeuy
TIM BAUMGARTNER
D4nan
Mike Winstead, Jr.
Evolve at Heritage, LLC
2918 Martinsville Rd,
Greensboro, NC 27408
Aft
qu
NORTH CAROLINA
Envlranmenral QaalaY
December 19, 2019
Expiration of Acceptance: June 19, 2019
Project: Evolve at Heritage County: Wilson
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to
accept payment for compensatory mitigation for Impacts associated with the above referenced project as
indicated In the table below. Please note that this decision does not assure that participation in the DMS in -
lieu fee mitigation program will be approved by the permit issuing agencies as mitigation for project impacts.
It Is the responsibility of the applicant to contact permitting agencies to determine if payment to the DMS will
be approved. You must also comply with all other state, federal or local government permits, regulations or
authorizations associated with the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and Is not transferable. If we have not
received a copy of the issued 404 Permlt/401 Certification within this time frame, this acceptance will
expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS receives a copy
of the permit(s) an invoice will be Issued based on the required mitigation in that permit and payment must
be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an applicant is
calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the Impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this Impact Is determined by permitting agencies and may exceed the
impact amounts shown below.
River Basln
Impact Location
Btli it HUCZ_.—
Impact Type
Impact Quantity
Neuse
03020203
Riparian Wetland
0.275
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The
mitigation will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010.
Thank you for your interest In the DMS in -lieu fee mitigation program. If you have any questions or need
additional information, please contact Kelly Williams at [phone],
Sincerely,
Jam Stanfill
Asset anagement Supervisor
cc: Kevin Martin, agent
NWIICM"Deparlmeniofrnvhannreutal Qualft I DlvlsImofWIgat[mServk:
2rr W Jo Seeet 1 1652 MailSnvke Center I Ralegh N�h Carolina 27699-1652
919.7078976

-----Original Message -----
From: Dailey, Samantha J CIV USARMY CESAW (USA)
[mailto:[e-mail]]
Sent: Tuesday, October 15, 2019 11:57 AM
To: Kevin Martin <[e-mail]>
Cc: Steven Ball <[e-mail]>
Subject: RE: JD Request Raleigh Pkwy Wilson
Kevin,
An additional site visit is not necessary to view the channel in the northeastern portion of the
property. This office concurs with your revised JD package provided on October 11, 2019, and
further, with the revised, surveyed maps dated October 2019. The Corps Action ID for the
project is: SAW-2019-01267. Please reference this number on all future correspondence.
Thank you,
,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]
&2

ROY COOPER
Governor
MICHAEL S. REGAN
Secretory
LINDA CULPEPPER
Director
Harold & Sandra Hamilton
3592 Old Fairground Rd.
Angier, NC 27501
NORT: Fi CARC)LiNA
Environmental Quality
September 19, 2019
Subject: Buffer Determination Letter
NBRRO #19-288
Wilson County
Determination Type:
I Buffer I Intermittent/Perennial
® Neuse (15A NCAC 2B .0233)
❑ Tar -Pamlico (15A NCAC 2B .0259) ❑ Intermittent/Perennial Determination (where local buffer
ordinances apply)
❑ Jordan (15A NCAC 2B .0267)
(governmental and/or interjurisdictional
projects)
Project Name: West of 3761 Raleigh Rd Pkwy W, Wilson
Address/Location: West of 3761 Raleigh Rd Pkwy W, Wilson, NC 27896
Stream(s): Bloomery Swamp and UTs
Determination Date: September 11, 2019 Staff. Jason Robinson
Stream
E/UP1
Not Subject'
Subject
Start@,
Stop a
Soil
USGS
Survey
To o
A
I
X
Road
DWR Flag
X
X
—35.743675 N
-77.97462 W
B
P
X
Throughout Property
X
X
C
E
X
I
X
(1) E = Ephemeral, I = Intermittent, P = Perennial, NP = Not Present, NE = Not evaluated (not on property)
(2) Refers to State riparian buffer rules only. Stream, wetland, or pond'impacts are still subject to applicable water quality standards and
permitting requirements
Explanation: The stream(s) listed above has been located on the most recent published NRCS Soil Survey of Durham
County, North Carolina and/or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each stream
that is checked "Not Subject" has been determined to not be at least intermittent or is not present. Streams that are
ME Q
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 11628 Mail Service Center, Raleigh, NC 27699-1628
Physical Address: 3800 Barrett Drive, Raleigh, NC 27609 919-791-4200

West of 3761 Raleigh Rd Pkwy W, Wilson NC
Wilson County
September 19, 2019
Page 2 of 2
checked "Subject' have been located on the property and possess characteristics that qualify it to be at least an
intermittent stream. There may be other streams located on the property that do not show up on the maps referenced
above but may be considered jurisdictional according to the US Army Corps of Engineers.
This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWR may request a determination by the Director. An appeal request
must be made within sixty (60) days of date of this letter. A request for a determination by the Director shall be
referred to the Director in writing. If sending via US Postal Service: c/o Karen Higgins; DWR — 401 & Buffer
Permitting Unit; 1617 Mail Service Center; Raleigh, NC 17699-1617. If sending via delivery service (UPS, FedEx,
etc.): Karen Higgins; DWR — 401 & Buffer Permitting Unit, 512 N. Salisbury Street; Raleigh, NC 27604.
This determination is final and binding unless, as detailed above, unless an appeal is requested within sixty (60)
days.
This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be directed to
the US Army Corp of Engineers (Raleigh Regulatory Field Office) at (919)-5544884.
If you have questions regarding this determination, please feel free to contact Jason Robinson at (919) 7914200 or
Jason.T.Robinson(r ncdenr.gov.
Sincerel
ly-
Rick Bolich, L.G., Assistant Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: RRO DWR File Copy
[e-mail]

West of 3761 Raleigh Rd. Pkwy W, Wilson
3
I
a 4NYo
e Map provided by NCDEQ
✓so
Legend: Division of Water Resources
a
-Approximate Site Boundary: O - annddLocations
are provided
are approximate
for refer-
-Approximate Start/Stop Point * aa. ®' ence only::

West of 3761 Raleigh Rd. Pkwy W. Wilson
N_
,,.4vFo Map provided by NCDEQ
a✓A�
Legend: ,STY Division of water Resources
$. S
-Approximate Site Boundary: Q = and
are provided
vided fare or
refer-
-Approximate and are provided for refer-
-Approximate Start/Stop Point ence only::
i

ELI
- - - - - - - - - -
I ;
l \
1,„
'
��7' ` I
It •__-
i
f \�
-___----
S&
EC
I

NOTES
- AREAS COMPUTED BY COORDINATE CALCULATIONS
- NO GRID MONUMENT FOUND WITHIN 2000'
- COORDINATES SHOWN ON PLAT ARE HORIZONTAL COORDINATES
UNLESS STATED OTHERWISE.
- ALL DISTANCES SHOWN ARE HORIZONTAL
- ALL RIGHTS -OF -WAY ARE PUBLIC UNLESS NOTED OTHERWISE
- A PORTION OF THIS PROPERTY IS LOCATED IN A FLOOD HAZARD AREA
PANEL 3720370200K, DATED 04/16/2013.
- THIS PROPERTY IS LOCATED IN THE CONTENTNEA (WS-IV) PROTECTED
WATERSHED AREA
- THERE ARE NO CEMETERIES VISIBLE.
- THIS PROPERTY IS SUBJECT TO ALL RIGHTS -OF -WAY, EASEMENTS,
RESTRICTIVE COVENANTS AND ORDINANCES.
- A TITLE REPORT HAS _ HAS NOT X BEEN SUPPLIED FOR
THIS PROPERTY.
SITE DATA:
TOTAL AREA:
PROPOSED LOT 1
PROPOSED LOT 2
PROPOSED LOT 3
PROPOSED LOT 4
TOTAL No. OF LOTS:
ZONING:
PIN NO:
STREET ADDRESS:
OWNER/DEVELOPER:
REFERENCES:
PLAT BOOK 19 PAGE 80
DEED BOOK 2617 PAGE 409
DEED BOOK 1320 PAGE 560
DEED BOOK 1016 PAGE 530
DEED BOOK 405 PAGE 107
DEED BOOK 599 PAGE 138
PROPOSED
46.06 AC. (2,006,749 SF)
IMPERVIOUS
x
12.42 AC. (540,880 SF) --
32.21 %
6.77 AC. (295,150 SF) --
31.60%
13.30 AC. (579,278 SF) --
31.10%
13.57 AC. (591,448 SF) --
0.00%
4 LOTS
RMX-CD
3702-48-2351
RALEIGH ROAD PARKWAY
CONTROL
CORNER \
EVOLVE AT HERITAGE, LLC
1:728602.42
E 2303946.52
2918-A MARTINSVILLE ROAD
GREENSBORO, NC 27408
/
r�
LOT 4 r+\+
13.57 AC.
POTS Y 50' NEUSE
JURIMCINKAL Bu
PEREN"m S1� 11 - +
,10
+ • + +
••++
1.+++.
•`+
+1
W
N
JOHN T. HAYNES &
MARTHA HAYNES 1/2
JD ANNE H. CURRIE 1/2
DB 1927 PG 909
PIN# 3702-26-2944
ZONE -AR
zoNS
AE
— ,I�SD
.20 PERENNu
1 \
50' NE R I i \
BUFFER
400 0 200 400 800
( IN FEET )
1 inch = 400 ft
CADD LAN DPROJECTS WINMIK\19021\DWG 19021WM2.D7
�•++ 5W NEUSE
LOT 3 BUFFER
13.30 AC.
V1�4A
•'S •`.` ` ACRES
ti +►�
p''\ .�u. +r ZONE: XYL
y.•+ g
10.63 ; ; ` .'.\.+ ( �5W NEUSE
+' ACRES' •.+ /8 BUFFER
++•++`++7 •. `.�
+++ .+
I .�+'+' „`.• ? �$�, CONTROL
+ -,�q�. 0 CORNER
ot� t N:727704.99
NIP
DOCREYNN, LLG
C DS 2743 PG 461
PIN# 3702-47-9494
ZONE:RMX
r
N
THE VESTFJt FAMILY,
LLC
\ DB 2007 PG 778
PB 35 PG 134
PIN# 3702-36-3735
ZONE:OS
CONSERVATION AREA
■ —2K201A
NCGS 'URNS'X\'n
E: 22 9924.82
NC GRID NAD 83 (20D1
COMBINED FACTOR:
A.l�Y
0.99991125
NjV
JOHN T. HAYNES &
MARTHA HAYNES 1/2
N/F JO ANNE H. CURRIE
AJ & AG LP 1/2
DB 1660 PG 110 DS 1927 PG 909
TRACT 9 / PIN# 3702-26-2944
PIN# 3702-38-8879 ZONE: RA
ZONE -.RA
1Z
+
f If
/ a<V i W-3 • W-2 ++
045
ACRES * ACRES +++
LOT 2
6.77 AC. - * . `CO
NIF + HERITAGE PL SOUTHWEST
PROPERTY OWNERS ASSC0.
! DB 2007 PG 686
\ P/IN# P1534
ONE OS
V
11
O EXISTING IRON PIPE
D EXISTING IRON AXLE DISTURBED
• IRON PIPE SET
* COMPUTED POINT
'PROPOSED MANHOLE
Ity`
DITCH
CONTROL
CORNER
��O
_ N:729186.62
J E:2305661.53
LOT 1
BUNFFFR
12.42 AC.
W-10.11
�
A.)
ORES
ORi� F
`�
_31` 1.4
1
POTENTLY �.
JURISDICTIONAL `I?J
PERENN
AL STREAM
NCGS 'SIDE'
N:725821.05
E.2309816.03
NO GRID NAD 83 (2001 ADA)
COMBINED FACTOR:
M99990704
SEAL �' =
20106
loItfE`
lilt
n.
LOCATION MAP
NOT TO SCALE
SITE NOTES:
BUFFER DETERMINATION WAS PERFORMED BY
NCDENR.
WETLANDS WERE DELINEATED BY SOIL &
ENVIRONMENTAL CONSULTANTS, PA. AND
CONFIRMED BY USACE.
SITE WAS SURVEYED BY BARTLETT ENGINEERING
AND SURVEYING, P.C.
A SEDIMENTATION AND EROSION CONTROL PLAN
AND A STORMWATER PLAN IS REQUIRED FOR
THIS PROJECT AND WILL BE REVIEWED AND
APPROVED BY CITY OF WILSON.
TEMPORARY WETLAND IMPACT AREAS WITHIN THE
SEWER CONSTRUCTION CORRIDOR WILL BE
RETURNED TO EXISTING GRADE AND PLANTED ON
AN 8'X8' SPACING WITH NATIVE BARE ROOT
WETLAND TREE SEEDLINGS IN THE WINTER
FOLLOWING CONSTRUCTION. PERMANENTLY
MAINTAINED WETLAND IMPACT AREAS WITHIN THE
SEWER CONSTRUCTION CORRIDOR WILL BE
RETURNED TO EXISTING GRADE AND PLANTED
WITH A WETLAND SEED MIX DURING THE GROWING
SEASON AS SOON AFTER CONSTRUCTION AS
PRACTICABLE.
SEE SHEET 5 FOR
LINE TABLES AND
CONSTRUCTION NOTES
WETLAND, STREAM
AND BUFFER IMPACTS
6 A R TLE TT SHEET 1 OF
ENGINEMNG & WRVM06 PC PROPERTY OF
1905 NASH STREET NORTH TME' [phone]
WILSON. N.C. 27893-1726 FAX: [phone] EVOLVE AT !- TAM LLC
LICENSE NO.-C-1551 EMAIL,infoGbartlettena.com
DATE NOV. 2019 SURVEY BY: TMG/BM PROJECT: 19-021
SCALE: 1'-40W - IDRAWN BY TRB FB III. TAYLORS TWSP VMLSON COUNT
REVISIONS CODE: WINMIK
DWG FILE: 19021WI2 NORTH- CAROLINA ZONE: RMX-CD

s
/
/
/
/
/
BLDG
1D
/ WETLANDS
/ IMPACT 1
POTENTIAL
/ JURISDICTIONAL
DITCH
/ 2,383 SF
�
BLDG
BLDG :z-
7
i
BLDG
y
LOT 1
12.42 AC.
BLDG r
STWMWAT
LOT 2 (WE,
6.77 AIQ� .. Pa D)
W-3
0.45
�.: ACRES
LOT 3 \
1130 AC.
WETLANDS
A _ �� IMPACT 3
�! — TEMP. 298 SF
1 _ PERM. 51 SF
`/
Ws
POTENTIALLY
JURISDICTIONAL
:RENNIAL STREAM
BL
4 � 1
I24
r2
BLDG '
3
W-1 \
0.11
ACRES
POTENTIALLY
JURISDICTIONAL
PERENNIAL STREAM
_WETLANDS
IMPACT 2 r ��
TEMP. 0.04 AC.
PERM. 0.02 AC.
LEGEND
0 EXISTING IRON PIPE
D EXISTING IRON AXLE DISTURBED
• IRON PIPE SET
0 COMPUTED POINT
PROPOSED MANHOLE
150 0 75 150 300
I
9 I
', I
I I
a`Je i ( IN FEET )
1 inch = 150 ft.
WINMIK 19046 AM
SITE NOTES
BUFFER DETERMINATION WAS PERFORMED BY
NCDENR.
WETLANDS WERE DELINEATED BY SOIL &
ENVIRONMENTAL CONSULTANTS, PA. AND
CONFIRMED BY USACE.
SITE WAS SURVEYED BY BARTLETT ENGINEERING
AND SURVEYING, P.C.
A SEDIMENTATION AND EROSION CONTROL PLAN
AND A STORMWATER PLAN IS REQUIRED FOR
THIS PROJECT AND WILL BE REVIEWED AND
APPROVED BY CITY OF WILSON.
TEMPORARY WETLAND IMPACT AREAS WITHIN THE
SEWER CONSTRUCTION CORRIDOR WILL BE
RETURNED TO EXISTING GRADE AND PLANTED ON
AN 8'X8' SPACING WITH NATIVE BARE ROOT
WETLAND TREE SEEDLINGS IN THE WINTER
FOLLOWING CONSTRUCTION. PERMANENTLY
MAINTAINED WETLAND IMPACT AREAS WITHIN THE
SEWER CONSTRUCTION CORRIDOR WILL BE
RETURNED TO EXISTING GRADE AND PLANTED
WITH A WETLAND SEED MIX DURING THE GROWING
SEASON AS SOON AFTER CONSTRUCTION AS
PRACTICABLE.
10' PERMANENTLY
MAINTAINED EASEMENT
(5' EACH SIDE OF
SEWER LINE)
10' TEMPORARY CONSTRUCTION AND
PERMANENT ACCESS EASEMENT
(EACH SIDE OF PERMANENTLY
MAINTAINED EASEMENT)
SEE SHEET 5 FOR
CONSTRUCTION NOTES
WETLAND, STREAM
AND BUFFER IMPACTS

I
1t
m
9%
V
LOT 3
13.30 AG
W-4A
0.05 ACRES
PRpF,O`�D 1I
S
Ogg
2
.... ............. ..-- 1 I -
1.
. ...........':.'.'.'.'. .
.-.\-...:.-..\ ZONE: AE .. .'.'.'.'..'.':-.'. .. F
I �y9
............�.'.'. .� enoncrn I I - .. ........... 9Cn ¢
WETLANDS
IMPACT 4 u AA
TEMP. 0.25 AC. — l
PERM. 0.12 AC. _. If
LEGEND
O EXISTING IRON PIPE
D EXISTING IRON AXLE DISTURBED
• IRON PIPE SET
e COMPUTED POINT
PROPOSED MANHOLE
SITE NOTES:
BUFFER DETERMINATION WAS PERFORMED BY
NCDENR.
WETLANDS WERE DELINEATED BY SOIL &
ENVIRONMENTAL CONSULTANTS, PA. AND
CONFIRMED BY USACE.
SITE WAS SURVEYED BY BARTLETT ENGINEERING
AND SURVEYING, P.C.
A SEDIMENTATION AND EROSION CONTROL PLAN
AND A STORMWATER PLAN IS REQUIRED FOR
THIS PROJECT AND WILL BE REVIEWED AND
APPROVED BY CITY OF WILSON.
TEMPORARY WETLAND IMPACT AREAS WITHIN THE
SEWER CONSTRUCTION CORRIDOR WILL BE
RETURNED TO EXISTING GRADE AND PLANTED ON
AN 8'X8' SPACING WITH NATIVE BARE ROOT
WETLAND TREE SEEDLINGS IN THE WINTER
FOLLOWING CONSTRUCTION. PERMANENTLY
MAINTAINED WETLAND IMPACT AREAS WITHIN THE
SEWER CONSTRUCTION CORRIDOR WILL BE
RETURNED TO EXISTING GRADE AND PLANTED
WITH A WETLAND SEED MIX DURING THE GROWING
SEASON AS SOON AFTER CONSTRUCTION AS
PRACTICABLE.
10' PERMANENTLY
MAINTAINED
15'x15' PERMANENTLY EASEMENT (5' EACH
MAINTAINED AROUND SIDE OF SEWER LINE)
10' TEMPORARY CONSTRUCTION AND
PERMANENT ACCESS EASEMENT \\
(EACH SIDE OF PERMANENTLY
MAINTAINED EASEMENT) n�\
SEE SHEET 5 FOR
CONSTRUCTION NOTES
SEAL
20106
S.
WETLAND, STREAM
AND BUFFER IMPACTS
( IN FEET )
1 inch = 150 ft.

a
\
m
20'
0
L
a
N
0
W
\I w w
\N I AERIAL \
CROSSING
\ (SEE SHEET
6 OF 6)
EXISTING 30
EASEMENT
(DB 2808
PG 449) \
ZONE 2 „\
KtVIWJl1T \
IMPACTED EX. MH
TOP 111.80
INV. 104.36 \
\ s
PROPOSED
GRAVITY —
SEWER
SITE NOTES.,
. . . . . . _ - / BUFFER DETERMINATION WAS PERFORMED BY
NCDENR.
. . . . . . . . . . . . . C/S/ WETLANDS WERE DELINEATED BY SOIL &
ENVIRONMENTAL CONSULTANTS, PA. AND
CONFIRMED BY USACE.
SITE WAS SURVEYED BY BARTLETT ENGINEERING
V AND SURVEYING, P.C.
A SEDIMENTATION AND EROSION CONTROL PLAN
AND A STORMWATER PLAN IS REQUIRED FOR
/ THIS PROJECT AND WILL BE REVIEWED AND
. . . . . . . . / APPROVED BY CITY OF WILSON.
WETLANDS •� TEMPORARY WETLAND IMPACT AREAS WITHIN THE
S
IMPACT.5. SEWER CONSTRUCTION CORRIDOR WILL BE -- TEMP. 0.15 AC. RETURNED TO EXISTING GRADE AND PLANTED ON
PERM. 0.08 AC. AN 8'X8' SPACING WITH NATIVE BARE ROOT
THE
. . . . . . . . . . . . FOLLOWING CEONSTRUCTION.SEEDLINGSIPERMA EINTLYY
MAINTAINED WETLAND IMPACT AREAS WITHIN THE
' i•/ ' SEWER CONSTRUCTION CORRIDOR WILL BE
RETURNED TO EXISTING GRADE AND PLANTED
• WITH A WETLAND SEED MIX DURING THE GROWING
i� SEASON AS SOON AFTER CONSTRUCTION AS
5 / PRACTICABLE.
M
i' BUFFER 61
\ ZONE 2 EAST
\ IMPACT
\ TEMP. 400 SF 2
\ PERM. 00 SF
BUFFER EllZONE 1 EAST
IMPACT
TEMP. 600 SF
PERF
BUFFER Ell
ZONE 1 WEST \ \ \
IMPACT
TEMP. 581 SF
PERM. 300 SF
1
50 D 25 50 100
SEE SHEET 5 FOR
CONSTRUCTION NOTES
/ SEAL
} 20106
S.
WETLAND, STREAM
AND BUFFER IMPACTS
( IN FEET )
1 inch = 50 ft.
M
i' BUFFER 61
\ ZONE 2 EAST
\ IMPACT
\ TEMP. 400 SF 2
\ PERM. 00 SF
BUFFER EllZONE 1 EAST
IMPACT
TEMP. 600 SF
PERF
BUFFER Ell
ZONE 1 WEST \ \ \
IMPACT
TEMP. 581 SF
PERM. 300 SF
1
50 D 25 50 100
SEE SHEET 5 FOR
CONSTRUCTION NOTES
/ SEAL
} 20106
S.
WETLAND, STREAM
AND BUFFER IMPACTS
( IN FEET )
1 inch = 50 ft.

CONSTRUCTION NOTES:
Sanitary sewer installation to comply with requirements of
water quality general certification no. 4133 and nationwide
permit 12. specifically including but not limited to the
following:
4. Construction corridors in wetlands and across stream
channels shall be minimized to the maximum extent
practicable and shall not exceed 50 feet wide for gas utility
lines and 40 feet wide for all other utility lines. Exceptions to
this condition require application to and written approval from
DWR. [15A NCAC 02H .0506 (b)(2) and (c)(2)]
For construction corridors in wetlands and across stream
channels, stumps shall be grubbed only as needed to install
the utility and remaining stumps shall be cut off at grade
level. The general stripping of topsoil within wetlands along the
construction corrldor is not permitted.
5. Permanent maintained access corridors in wetlands and
across stream channels shall be restricted to the minimum
width practicable and shall not exceed 30 feet wide for gas
utility lines and 20 feet wide for all other utility lines except
at manhole locations. 15-foot by 15-foot perpendicular vehicle
turnarounds shall be allowed in access corridors but must be
spaced at least 500 feet apart. Exceptions to this condition
require application to and written approval from DWR.
[15A NCAC 02H .0506 (b)(2) and (c)(2)]
6. For all utility lines constructed within wetlands, an
anti -seep collar shall be placed at the downstream (utility line
gradient) wetland boundary and every 150 feet up the gradient
until the utility exists the wetland. Anti -seep collars may be
constructed with class B concrete, compacted clay, PVC pipe,
or metal collars. Wetland crossings that are directionally drilled,
and perpendicular wetland crossings that are open cut and
less than 150 feet long do not required anti -seep collars. The
compacted clay shall have a specific infiltration of 1 X 10-5
cm/sec or less. a section and plan view diagram is attached
for the anti -seep collars.
[15A NCAC 02H .0506 (b)(4) and (c)(4)]
The following specifications shall apply to class B concrete:
a. Minimum cement content, sacks per cubic yard with
rounded coarse aggregate 5.0
b. Minimum cement content, sacks per cubic yard with
angular coarse aggregate 5.5
C. Maximum water -cement ratio gallons per sack 6.8
d. Slump range 2" to 4"
e. Minimum strength - 28-day psi 2,500
7. The applicant shall have a specific plan for restoring
wetland contours. Any excess material will be removed to a
high ground disposal area.
[15A NCAC 02H .0506 (b)(2) and (c)(2)]
The mixing of topsoil and subsoils within the wetlands utility
corridors shall be minimized to the greatest extent practical.
During excavation, the soils shall be placed on fabric to
minimize impacts whenever possible. Topsoil excavated from
utility trenches will be piled separately from subsoils and will
be backfilled into the trench only after the subsoils have been
placed and compacted.
Line Table
Line #
Length
Direction
L1
159.97
S01'59'32"E
L2
108.69
S32'15'58"W
L3
106.31
S32'15'58"W
L4
206.02
S70'36'35"W
L5
140.39
S70'39'38"W
L6
178.69
S49'14'21"W
L7
175.18
S62'51'36"W
LB
106.63
S05'56'29"W
L9
19.62
S46'52'45"W
L10
202.88
S4714'11"W
L11
72.55
S83'41'26"W
L12
83.20
S37'17'47"W
L13
133.89
S18'54'21"W
L14
73.19
S47'29'27"W
L15
121.18
S47'29'12"W
L16
148.12
S87'08'34"W
L17
295.08
S38'15'13"W
L18
106.26
N53'13'11"W
L19
225.74
S52'21'30"W
L20
159.50
N37'16'27"W
Line Table
Line #
Length
Direction
L21
287.76
NO2'11'42"E
L22
200.22
N46'01'10"W
L23
322.41
N74'54'32"E
L24
108.06
N47'45'45"E
L25
60.15
S41'56'11"E
L26
99.99
S41'59'28"E
L27
100.02
S41'57'25"E
L28
172.31
S42'07'35"E
L29
207.00
S47'54'00"W
L30
323.96
S41'59'05"E
L31
194.37
S87'17'11"E
L32
168.64
S58'25'06"W
L33
191.38
S38-27-12"W
L34
52.41
N5427'33"W
L35
408.74
S10'03'23"W
L36
95.58
S49'58'24"E
L37
121.64
N40'01'36"E
L38
146.21
S33'01'03"E
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHD BRG
CHORD
C1
193.790
317.55
34'57'58"
S57'30'35"W
190.80
C2
147.136
313.05
26'55'46"
N61'26'39'E
145.79
C3
65.991
250.00
15'07'26"
N50'19'32"W
55.80
C4
34.532
250.00
7'54'51"
N53'55'49"W
34.50
t SEAL
20106
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'''��rrrrr�rnr
Line Table
Line #
Length
Direction
L39
172.14
N89'10'33"W
L40
296.26
S59-50-32"W
L41
113.71
N72'24'38"W
L42
168.28
N47'58'05"W
L43
176.20
N11'10'52"E
L44
210.94
1443'32'35"E
L45
155.82
N11'52'12"W
L46
104.31
N42'45'49"W
L47
202.33
N57'53'15"W
L48
232.71
N49'5824"W
NEUSE BUFFER B1 IMPACTS
TEMPORARY
PERMANENT
(SQ. FT.)
(ACRES)
(SO, FT.)
(ACRES)
ZONE 1(EAST)
600
300
ZONE1(WEST)
581
300
ZONE ITOTAL
1181
0.03
600
0.01
ZONE2(EAST)
400
200
ZON(WEST)
0
0
ZONE 2E2TOTAL
400
0.01
2.00
0
WETLAND IMPACTS
TEMPORARY
PERMANENT
PURPOSE
(SO, FT.)
(ACRES)
(SQ. FT.)
T (ACRES)
1
2383
0.05
N/A
N/A
SITE DEVELOPMENT
2
1851
0.04
979
0.02
GRAVITYSEWER
3
228
0.01
121
0.00
GRAVITYSEWER
4
10596
0.24
5401
0.12
GRAVITYSEWER
5
6566
0.15
3391
0.08
GRAVITY SEWER
TOTAL
21624
0.50
%92
0.23
WETLAND, STREAM
AND BUFFER IMPACTS

120 -
118
116
114
112
110
108
106'
104
102
100
98
96
94 -
92
90
O
O
O
120
-
118
116
-
114
70 LF MINIMUM
28" STEEL CASING — --
112
N1TH_SPIDERS _
110
108
106
16" DIP 002OX
- - -
— .J
3,-8" x 14" PIER
(SEE DETAIL)
104
MH
0+00.00
OF RIM = 111.80
IN = 104.36
IN = 106.61
OUT = 104.36
e'er" a'—n" v 14" 102
--'(SEE DETAIL)
100
98
96
94
- 92
90
to
�D
00
N
00
O
0+00 1+00 2+00
WETLAND, STREAM
AND BUFFER IMPACTS