20200122 Ver 1_PCN Form Submission_20200120

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200122
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
NC 96 Keen Road Sewer Extension
1a. Who is the Primary Contact?*
Wyatt Brown
1b. Primary Contact Email:*
[e-mail]
Date Submitted
1 /20/2020
Nearest Body of Water
lJr to Juniper Swamp
Basin
Neuse
Water Classification
C,NSW
Site Coordinates
Latitude:
35.43933
A. Processing Information
County (or Counties) where the project is located:
Johnston
Is this project a public transportation project?*
r Yes r No
Longitude:
-78.40963
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]
V

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 12 - Utility Lines
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r 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 DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)iress
V Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
NC 96 Keen Road Sewer Extension - SOA 01-20-2020 (1).pdf
1 h. lathe project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
O Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Town of Four Oaks easement (linear project, individual landowners attached in miscellaneous)
2b. Deed book and page no.:
various, attached
2c. Responsible party:
Town of Four Oaks
2d.Address
Street Address
PO BOX610, 304 N. Main Street
Address tine 2
city
State / Frmince / Region
Four Oaks NC
NC
Postal / Zip Code
Country
27524
us
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Wyatt Brown
528.44KB
r Yes r No
r Yes r No

4b. Business Name:
Brown's Environmental Group, Inc
4c.Address
Street Address
242 Batten Farm Road
Address tine 2
city
Selma
Postal / Zip Code
27576
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
1-17-20-Town-of-Four-Oaks-USACE-Authorization-Document--SIGNED. pdf
1-16-20-List-of-Affected-Property-Ovmers-for-WyattB.pdf
1-17-20-for-WyattB--Working-List-of-Affected-Owners-and-those-SIG NED.pdf
1-17-20-Town-of-Four-Oaks-USACE-Authorization-Document--SIGNED. pdf
12-12-19-Neal PatrickKeene-USAGE-Authorization-Document-SIGNED. pdf
State / Province / legion
NC
Country
US
4e. Fax Number:
221.61 KB
469.28KB
465.65KB
221.61 KB
220.51 KB
�C. Project Information and Prior Project History U
1. Project Information
1b. Subdivision name:
(ff appropriate)
1c. Nearest municipality/ town:
Four Oaks
1 2• Project Identification
2a. Property Identification Number:
see attached agent authorization letters
2c. Project Address
Street Address
Address tine 2
City
Four Oaks
Postal / Zip Code
27524
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT to Juniper Swamp
3b. Water Resources Classification of nearest receiving water:*
C, 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.
030202011302
4. Project Description and History
2b. Property size:
- 5 acres
State / Province / legion
NC
Country
us
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:*
Although the site is located close to the town of Four Oaks, the project area is mostly rural, containing woodland, row crops and cow pastures.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r 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)
USGS-Quad-Map-Only. pdf
703.35KB
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)

soils.pdf
527.34KB
4f. List the total estimated acreage of all existing wetlands on the property:
-2.62 acres
4g. List the total estimated linear feet of all existing streams on the property:
-3149.07 Ift
4h. Explain the purpose of the proposed project:*
The project is a sanitary sewer line to serve potential development property south of Four Oaks including a new Ashley Furniture Complex
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project will provide sanitary sewer to property south of Four Oaks , it will include apprommately 2500 Ift of gravity sewer in a mostly wooded and pasture land corridor and
approbmately 6200 Ift (including pump station) of force main will be installed along NC 96 south ROW, and boring under 1-95. The 6200 Ift section will be ran down the NC 96 right of
way running on high ground not impacting streams or wetlands. The small area of the force main north of 1-95 will be installed in a wasting row crop farm field not impacting wetlands or
jurisdictional streams. The 2500 Ift wooded and pasture corridor will impact jurisdictional wetlands, streams and stream buffers. The wetlands are mostly riparian wetlands eAsting along
the streams. The sewer line construction area will be cleared by bull dozer, the riparian areas will be cleared only enough to install the sewer line and provide for construction traffic.
The line will be dug and installed by track hoe. Immediately after instillation the riparian areas will be regraded to original contours and be stabilized.
4j. Please upload project drawings for the proposed project.
Plans 1-20-20.pdf 22.24MB
SPECIAL-SHEET-S15B-BUFFER-COLOR-11x17 (2).pdf 1.46MB
SPECIAL-SHEET-S15W-WETLAND-COLOR-11x17 (2).pdf 1.41MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
t+ Yes r No C Unknown
Comments:
Preliminary Jurisdiction Determination package is attached to the submittal.
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary f Approved 6 Not Verified C Unknown f N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Wyatt Brown
Agency/Consultant Company: Brown's Environmental Group, Inc
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes f No
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?
No
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries P Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason (?)
2b. Impact type * M
2c. Type of W.*
2d. W. name *
2e. Forested *
2f. Type of
2g. Impact
Jurisdicition*(?)
area*
W-1
sewer line
P
Small -Basin Wetland
A 45-72
�Both
0.043
(acres)
W-2
sewer line
P
Small -Basin Wetland
A 45-72
�Both
0.040
(acres)
W-3
sewerline
P
Small -Basin Wetland
A45-72
fVo
Both
0.012
(acres)

W-4
sewer line
P
Small -Basin Wetland
A 6-15
No
Both
0.000
(acres)
W-5
sewer line
P
Small -Basin Wetland
A 20-44
Yes
Both
0.005
(acres)
W-6
Sewer line
P
Small -Basin Wetland
A 20-44
Yes
ftho
0.036
(acres)
W-7
Sewer line
T
Small -Basin Wetland
A 45-72
��B.th
022
JFO
(acres)
W-8
Sewer line
T
Small -Basin Wetland
A 45-72
��Both
0.022
(acres)
W-9
Sewer line
T
Small -Basin Wetland
A 45-72
Both
0.006
J
(acres)
W-10
Sewer Line
T
Small -Basin Wetland
A 6-15
Both
0.001
(acres)
W-12
Sewer line
T
Small -Basin Wetland
A 20-44
Yes
Both
0.008
(acres)
W-13
Sewer line
T
Small -Basin Wetland
A 20-44
Yes
Both
0.008
(acres)
W-14
Sewer line
T
fm.11-Basin Wetland
A 20-44
Yes
Both
0.021
(acres)
W-15
Sewer line
T
Small -Basin Wetland
A 20-44
Yes
Both
0.024
(acres)
2g. Total Temporary Wetland Impact
0.112
2g. Total Wetland Impact
0.248
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.136
F
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name *
3e. Stream Type *
Type of
3g. S. width *
3h. Impact
(?)
�3f.
Jurisdiction*
length*
S1
Sewer Crossing #1
9
Permanent
Excavation
Stream 1
Perennial
Both
3
20
Average (feet)
(linearfeet)
S2
Sewer Crossing #2
9
Permanent
Excavation
Stream 2
Intermittent
Both
2
23
Average (feet)
(linearfcet)
S3
Sewer Crossing #3
9
Permanent
Excavation
Stream 3
Intermittent
Both
2
25
Average (feet)
(lir�rfeet)
�
Sewer crossing#1
Tem ora
p ry
Dewatering
g
Stream 1
Intermittent
Both
2
30
Average (feet)
(lirtearfeet)
S5
Sewer crossing #2
Temporary
Dewatering
Stream 2
Intermittent
Both
2
55
Average (feet)
(linearfeet)
S6
Sewer crossing #3
Temporary
Dewatering ]Stream
Intermittent
Both
2
40
Average (feet)
(lir�rfeet)
3i. Total jurisdictional ditch impact in square feet:
3i. Total permanent stream impacts:
68
3i. Total stream and ditch impacts:
193
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
31. Total temporary stream impacts:
125
FJ Neuse r Tar -Pamlico
r Catawba r Randleman
r Goose Creek r Jordan Lake
r Other

Bb. Impact Type
6c. Per or Temp
Bd. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
131,137 Stream Crossing #1, Allowable
P
Stream 1
No
1,200
400
B2,139 Stream Crossing #3, Allowable
P
Stream 3
No
1,530
105
68 Stream Crossing #1, Allowable
P
Stream 1
No
0
400
1310, Stream Crossing #3, Allowable
P
Stream 3
No
0
595
1311, Allowable, parallel
P
Stream 1
No
0
2,375
B13, Allowable, parallel
P
Stream 1
No
0
620
B 14, Allowable, parallel
P
Stream 1
No
0
290
B 15, Allowable, parallel
P
Stream 1
No
0
6,400
B 16, Allowable, parallel
P
Stream 1
No
0
170
B 19, Allowable, parallel
P
Stream 1
No
0
1,640
B 20, Allowable, parallel
P
Stream 3
No
0
765
B 3, Stream Crossing 1, Allowable
IT -Stream
1
No
710
0
B 3, Stream Crossing 1, Allowable
IT -Stream
1
No
710
0
B 5, Stream Crossing 3, Allowable
IT -Stream
3
No
825
0
B 6, Stream Crossing 3, Allowble
IT -Stream
3
No
760
0
B 22, Stream Crossing 3, Allowable
T
Stream 3
No
0
325
B 21, Stream Crossing 3, Allowable
T
Stream 3 =F
0
440
6h. Total buffer impacts:
Zone 1
Total Temporary impacts: 3,005.00
Zone 1
Total Permanent impacts: 2,730.00
Zone 1
Total combined buffer impacts: 5,735.00
6i. Comments:
Supporting Documentation
SPECIAL-SHEET-SI5B-BUFFER-COLOR-11x17 (2).pdf
E. Impact Justification and Mitigation
1. Avoidance and Minimization
Zone 2
765.00
Zone 2
13,760.00
Zane 2
14,525.00
1.46MB
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Before the exact path of the gravity sewer line was decided, wetlands were delineated on both sides of the creek and based on this delineation the
corridor was chosen to impact the least amount of wetlands. This was a major step. The permanent impact corridors for the stream impact was
reduced from 30 feet wide to 20 feet wide at the stream crossings to reduce impact to the riparian area. The final permanent maintenance corridor is
only 9 feet wide and is designed to be placed inside the 20 feet wide easement. Staging areas Will all be placed on high ground.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Care will be taken not to construct the stream crossings in periods of high stream flow and construction will not commence when rain is immanent.
Pump around will be installed per the plan detail on creek crossings, no riparian area will be left uncovered, at the end of each work day the area will
be stabilized with a temporary ground cover.
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?
r Yes r No
2c. If yes, mitigation is required by (check all that apply):
W DWR W Corps
2d. If yes, which mitigation option(s) will be used for this project?

W 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
3b. Credits Purchased/Requested (attach receipt and letter)
Type: Quantity:
Riparian wetland 0.272 (at 2:1)
Attach Receipt and/or letter
NC 96 Keen Road Sewer Extension - SOA 01-20-2020.pdf
3c. Comments
0.136 was the actual permanent wetland impact, 0.272 units requested allows for 2:1 if required.
528.43KB
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.
r Yes r No
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormv✓ater 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?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r 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)?*
r Yes r No
1c. If you answered "yes" to the above, has the document review been finalized bythe State Clearing House?*
r Yes r No
NEPAor SEPA Final Approval Letter
191028 From State Clearinghouse Comments.pdf
31 Endangered Species.pdf
5.64MB
9.52MB
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)? *
r- Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes f No
3c. Upload a qualitative or quantitative cumulative impact analysis.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r- Nor NtA
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes f No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r- Yes f No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r- Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r- No
5g. Does this project involve bridge maintenance or removal?
r- Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?`°
r- Yes r No
51. 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.?
r- Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
IPAC, NC Natural Heritage
Red -cockaded Woodpecker The force main runs along a paved road mowed right of way with no trees involved. the gravity sewer line in in a bottom
land mixed hardwood forest that was logged in the past. The bulk of the trees are mixed hardwood of red maple, sweet gum, privet a few pines are
mixed in the trees but none would be considered old growth pines, in my opinion there woud be no affect because no habitat.
Neuse River Waterdog- Our construction is outside the USF&W critical habitat, The Waterdog's habitat are 3rd and 4th order streams in clean water
and are usually found in streams wider than 15 meters and 100 cm deep. Stream impact 2 and 3 are 1 st order streams and intermittent flow, The main
stem, Stream 1, is a 2nd or 3rd order stream that runs through a large cow pasture where the cows have free access to the stream, the stream is
polluted with animal waste and animal traffic. No habitat on this project for the Waterdog and no affect.
Carolina Madtom-Our location is outside the USF&W critical habitat, "Carolina Madtoms prefer clean water with permanent flow and are not tolerant of
siltation and turbidity. Carolina madtoms prefer clean water with permanent flow and are not tolerant of siltation and turbidity." Crossing 1 & 2 are
intermittent streams and are muddy, the main stem stream 1 runs through the cow pasture and is polluted with cow waste and traffic. No suitable
habitat on this project and no affect.
Yellow Lance -This species is most common in streams and rivers inhabiting sandy to coarse sandy areas and sometimes gravels, but does not appear
to tolerate fine sediments. Elliptio lanceolata is dependent on clean, moderate flowing water with high dissolved oxygen content in riverine or larger
creek environments (USFWS 2018). Historically, the most robust populations existed in creeks and rivers with excellent water quality, and no
populations appear to be extant below pollution point sources or areas with increased nutrient loading (Alderman 2003, p.6). substrates. 2 of our
crossings are on intermittent streams with sandy and muddy bottoms, the larger stream is polluted with animal waste. No habitat and no affect.
Michaux's Sumac -The force main is along an often mowed maintained road right of way running on the edge of Four Oaks city limits, the gravity sewer
runs through a cow pasture that is grazed and is found to be in a large open area. The gravity line also runs through riparian woodland that has a
thick cover and is polluted with privet. There is no suitable habitat and no affect.
Consultation Documentation Upload
IPaC_ Explore Location.pdf 474.08KB
project _report _ken_road_ sewer_extension _22913_22913.pdf 938.76KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No

6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA
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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
State Historic link above
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
link above
Miscellaneous U
Comments
Preliminary JD package uploaded in Miscellaneous
Miscellaneous attachments not previously requested.
NC 96 Keen Road sewer Ext Preliminary JD.pdf 4.89MB
Signature
*
W By checking the box and signing below, I certify that:
• 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:
Wyatt Brown
Signature
�9r7LY� ��tOKAEG
Date
1 /20/2020

January 17, 2020
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Mr. Barry Stanley, Public Works Director for Town of Four Oaks
Re: NC 96/ Keen Road Sewer Extension Four Oaks Sewer, Johnston County
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 Engineers (Corps) to enter upon
the property herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of
the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Also, Mr. Wyatt Brown of Brown's Environmental Group, and Mr. Brian Leonard of BRL Engineering &
Surveying and, Inc. has my permission to act as agent on this property concerning wetlands and streams.
Town of Four Oaks
Parcel Identification Number: _N/A — Town is Applicant & will be Owner of Future Easement Areas
along multiple properties.

January 17, 2020
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Mr. Barry Stanley, Public Works Director for Town of Four Oaks
Re: NC 96/ Keen Road Sewer Extension Four Oaks Sewer, Johnston County
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 Engineers (Corps) to enter upon
the property herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of
the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Also, Mr. Wyatt Brown of Brown's Environmental Group, and Mr. Brian Leonard of BRL Engineering &
Surveying and, Inc. has my permission to act as agent on this property concerning wetlands and streams.
Town of Four Oaks
Parcel Identification Number: _N/A — Town is Applicant & will be Owner of Future Easement Areas
along multiple properties.

December 12, 2019
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
i',1 Ga I }Oa-i-
M r. Andy Williams
Re: NC 96/ Keen Road Sewer Extension Four Oaks Sewer, Johnston County
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 Engineers (Corps) to enter upon
the property herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal jurisdiction under Section 404 of
the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1999.
Also, Mr. Wyatt Brown of Brown's Environmental Group, and Mr. Brian Leonard of BRL Engineering &
Surveying and, Inc. has my permission to act as agent on this property concerning wetlands and streams.
Neal Patrick Keene & Laura Kay Keene
Parcel identification Number: 08111056 / 08111069C

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

Statement of Availability

January 20, 2020

Town of Four Oaks
304 N. Main Street
PO Box 610
Four Oaks, NC 27524
Attn: Berry Stanley, Public Works Director

RE: Availability of Riparian Wetland Credits for the NC 96 Keen Road Sewer Extension project
Bank Name: Falling Creek Stream and Wetland Mitigation Bank
Bank Site: Falling Creek Site
Bank Sponsor: Wildlands Holdings, III, LLC
USACE Action ID: 2015-00940
Riparian Wetland Credits Needed: 0.28 acres
Riparian Wetland Credits Available: 5.65 acres
Neuse 03020201 River Basin

Dear Mr. Stanley,

Wildlands Holdings III, LLC has the above-mentioned riparian wetland credits from the Falling Creek
Stream and Wetland 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 12 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.

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or [e-mail] if you have any questions or need any additional
information.

Sincerely,

Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
[e-mail]
O: [phone] ext. 120
M: [phone]

Cc: Mr. Wyatt Brown, LSS, CPESC, Brown’s Environmental Group, Inc.
Ms. Katie Merritt, NC Division of Water Resources (bi-annually)

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

Statement of Availability

January 20, 2020

Town of Four Oaks
304 N. Main Street
PO Box 610
Four Oaks, NC 27524
Attn: Berry Stanley, Public Works Director

RE: Availability of Riparian Wetland Credits for the NC 96 Keen Road Sewer Extension project
Bank Name: Falling Creek Stream and Wetland Mitigation Bank
Bank Site: Falling Creek Site
Bank Sponsor: Wildlands Holdings, III, LLC
USACE Action ID: 2015-00940
Riparian Wetland Credits Needed: 0.28 acres
Riparian Wetland Credits Available: 5.65 acres
Neuse 03020201 River Basin

Dear Mr. Stanley,

Wildlands Holdings III, LLC has the above-mentioned riparian wetland credits from the Falling Creek
Stream and Wetland 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 12 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.

Wildlands Holdings III, LLC · Wildlands Engineering, Inc · 1430 South Mint Street, Suite 104, Charlotte, NC 28203

We appreciate the opportunity to assist you with your mitigation requirements. Please contact me at
205-807-0800 or [e-mail] if you have any questions or need any additional
information.

Sincerely,

Ian M. Hazelhoff
Wildlands Engineering, Inc.
Land Acquisition
[e-mail]
O: [phone] ext. 120
M: [phone]

Cc: Mr. Wyatt Brown, LSS, CPESC, Brown’s Environmental Group, Inc.
Ms. Katie Merritt, NC Division of Water Resources (bi-annually)
* * * DISCLAIMER * * *
Johnston County assumes no legal responsibility for the information represented here.
Scale: 1:9864 - 1 in. = 821.97 feet
(The scale is only accurate when printed landscape on a 8 1/2 x 11 size sheet with no page scaling.)
Johnston County GIS
September 27, 2019
Powered by TCPDF (www.tcpdf.org)
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Sheet No.
15B
REF ALSO
PLAN SHEET 15
SPECIAL COLOR PLAN
BUFFER IMPACTS

aToo
rPLAN
we oI n sheen wimin on oYeroxzeror connotnon Drpwmgz ror clYu/sire conwtxon ony. The won meen ;n
wM Pre tlesignetl engineered antl F-d-d in pccoMance wrm 21 NCAC ­1 .1. 1 No. EI-, Pbn meal
wiflhn�M1e Comiru 'o wings mall nvl be cvnsitleretl Nnal rorronshuthon unless a pp kHH, 4Bn and sealed bV Engineer as a final FOR BRIEF SPECS PERTAINING TO OVERALL u
holy allsife permih and approvvh from appropNafe fetleral s/atealvcvl agencies mus/be obtalnetl pNprM EARTHWORK orTRENCH CONSTRUCTION, FINAL DRAWING FOR k ` begnningtvn�cUonsnucn'vn ctivity relvred toapermif/vpprvvvl. Conbc/Engneerif mere;s onyR SMnreOwdine perm;h/ppprovv6. SEE BRIEF SPECIFICATIONS ON SHEET I. �11Qw W�lallS below• _
NEJP,1a PP,AP /Detail Sh ror specitit con de/axs_p=MM"pbnsheet. See akv oect Overview antl/or 4 u
fes/Specs/Legend sheet fvraddilionvinofesp: Prolett tech-d Spec;xmhorN. NCG 1 ,�
2 sPECIAUAooliloNaLNoiE:eFOR rHU PLANSHEET.s ofi=pnpn,pertpimng 1p ep�eallproletl. Seeolo R)ONpR GRAPHIC SCALE Call bCfaR you dig REVIEW PURPOSES ONLY Bi
e�me purpvre of vn Connola EnvironmenNl Plan¢ro depc/axneorrorourvlong Mrs sewer nojec/wan specivlvrcenl;on
me/ignspcMifies mat are retired tq Eosion Con/rol measuzs AND /o quanfiyenvwnmenlglimpgch fgrperminirg.
1.
oslf cnudes/ne Oasl'c sewe-IayoW and oMerpgrfiotu oicotuhucfion glorg Mesbfioninggt mesewer. This plan sneelis partgfgfutl
zerOf�gn,lr,K/ion Drq ng.��dsnpuldbeustdin=p,�gn-1 1 .c_So, Mpri.gppr°vedgndreleq,edfpr=pn,h�=lipn. Ngpeg R5 (NOT RELEASED FOR CONSTRUCTION)
. srP cenficpuons: mis Prolecns wimann onexcpvplan'aolecr, meamngsewerPlce mnaoarvon mouee whom pn excpvaretl hnch, �20) p
atllPcem rp the french antl men re-placetl antl cpmppctetl immedprelym the french aRerpce lrrsranafipz. No )� ( IN FEET) 'a W
edlgrp.ngorepnhm.YMgbpn/icippfed, except for Me nvnor 9r�GingP/M.RER.1 /M1e PrPPPsetl PEmpng s/P/bn. Axzewer Z w
CFelhetch excavaeon max be;t accordance whM1 current lndu R, IN,— tar ducme Iron ace and PVC ace and ho 0- 1 inch 50 ft. E Y O_
out„standards. A�n�grodmg rornreer cpnsnucnon vromervemcwar vreas pe. d CON lonlonlrS. srwxbe In accordance
ntl specifitaliprN or_Pi WM1en requiredprrequesled CONTRACTOR shaxproNtle rorintlepentlant rem � S b
/DWEIDEVecn'pn, including Proof-rvxmg,compodion,andA1EDh dev;N/eshng:pndsnvxpmWdewr hdocumenfolronro 20 (�F p�iNWsmPL W
OWNER/OEVELOPER/ENGNEER indicvn'ngpcceIF_R, re_d All ofM1er gvding sM1oxbein vccprdvnce wiM /M1ese PlvnsB K N
specKmxvm;vro/M1erwEe in vccordonce wi/M1 Indus/rys/pndpNs. all Erosion Conhpl consbucM1'on shvxbe in vccprtivnce wim To for adtlm slgntlortls ontlsaec?cq/igru of NCOEO antl qu cgntlhigns ofpermining.ftor-wpYlzhox e` N CORRIDOR'z9_x
sdm
hiq epSeoBOFPj,,EfD,EhFcdspeca(NP °rc R[cu.—I)
1. ZIP AF, wInarpodnBIwm(PmwNNDOirghro
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SEE SEPARATEPIAN/PROFILESHEEIS \ LIMITSOF CONSTRUCTION, iRErvcn \ W
SEMSVTFD DISTURBANCEaCLEARING ITVPI TYPICAL SEWER EASEMENT SECTION 1 1 11 0
F PROJECT
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FENCE MP) NO SCALE 1
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CONSTRUCNON ENTRANCE a COLLAR (IYP) LAURA KEENS D_ K
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AGRAJIORE&IACK _
"ON GRADE"WITH GRAVITY SEWER
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DaDSTREAMcaosSwG —TYPICAL FORD STREAM CROSSING d
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15B
REF ALSO
PLAN SHEET 15
SPECIAL COLOR PLAN
BUFFER IMPACTS

GENERAL NlD'FES FOR
1. TOar+orPm awe o; n zneen wimin on oYero;lzeror connotnon °rowmgz for clYu/sire conwtxon Dory. The won meen ;n
wM are tlesignetl engrneeretl antl E,Pdu d 1n accoMance wrm 21 NCAC 56.Wp1.1. I IDS. Each Pon meal
wiflhn�M1e Consiru 'o wings mat; nvl be cvnsitleretl Nnpl rprronshuchpn un&ss apporyipMNAg�darrdsealed by Engineer c, o tinpl FOR BRIEF SPECS PERTAINING TO OVERALL u
naly allsife permih and approvvh from appropxpfe fetlerpl s/atealvcvl agencies mus/be pbtalnetl pxoro EARTHWORK orTRENCH CONSTRUCTION, FINAL DRAWING FOR k ` begnningtvn�cUonsnucn'vn ctiviN reared toapermif/vpprvvvl. Conbc/ Engn...1fffiHP.ony DSA, r E,dingpc L1opprovv6. SEE BRIEF SPECIFICATIONS ON SHEET I. �(Qw wHa1'S bB��YV• -
SF 52eaL5aPeNlnenlpefpilSh rorspecitic tan de/ans rel=MM"pbnsheet. See aka otct Overview antl/w 4 u
M,/SpecSntgendmeet fo<add;lronp;nptt.o: Proje iechD1dN ennca D, NCG a
I PDTSPE- ofi=pnpn,pertpirvnglp ep�ea;;prnleet. Seeplp R)ONpR GRAPHIC SCALE �ia��bCfaRyO>udig REVIEW PURPOSES ONLY
e�me purpose of vn Conno;aEnvironmenNl Plan¢ro depc/anneorrorovrvlong Mrs sewer nojec/wan specivlvrcenl;on
me/onspcMifies mat are reoletl to Eosign Con/rot measuzs ANO to qupnfiyenvwnmenrglimpgch fgrpenninirg.
osl' cnubes me basic sewerlayoW and oMerpgrfiotu oicotuhucfion algrg Mesbfioninggt mesewer. Tnis p;qn sneeris partgfgfutl
RtrglcgnRlr,K/ipn°ro�„g.q„tl=npuMbeusttlip=p,wn=I;pn wim metvl;rer Mpri.gpprgvtdanbrelea5etlfpr=pn,h�=lipn. Ngpeg R5 (NOT RELEASED FOR CONSTRUCTION) � a
. sra cenficauons: mis Pro7ecns wimann anexcavamn'aolecr, meamngsewerP;ce mnaoarvon mouee whom an excavaretl hnch, �20) p
atllacem rP the french antl men re-p;acetl antl compgctetl;mmedarely;n the french aRerpce lrrsranafipz. No )� ( IN FEET) 'a W
etl'gro.ngorea....Nngbon/icipafe6 except for Me minor_SRR a/M.RER.1 /M1e proposetl pumpng s/a/bn. ANzewer Z w
CFe'hench excavp man be;n accordance whM1 current lnduziry IN,—far d— Iron ace and PVc ace vnd.Io 0- 1 inch 50 ft. F Y O_
Dun„standards. A�n�grodmg rornreer cpnsnucnpn orpmervemcwpr vreas pe.pam'ng 1pnl an nw pan srwn be In accordance " "
nd specifitaiiorM prNCOOi. WM1en requiredprreques/ed,CONTRACroRshanproNderprindependanl rem S b
/esnng at;nspecnbn, indvdine proof-rvnmg, compvdion, and asphandev;N/esnng: pndsnanpmwde wmren docurrenrolion ro 20 ICE PAS) NL w
OWNER/DEVELOPER/ENGNEERindlcvn'n9-1Ip/pblere R, A1EDh1REPSfl9m EPl.P,PEdvnctw h-Plvnsa (C N
Spt=Rmnvm;oro/M1ereEe in vccordonce wi/M1 Indus/rys/pndpNs. all Erosion Conhpl conshucM1'on shvtl be in.... once w;m IT, w,F�i :vC'^�a / N OR•z9_Me '
m slontlortls ontlspec?cq/Iota of NCOEO antl qu cgntlhigns ofpermining. Seth 1Specs/Legtndmee!
for pdtlhigno Pacifica/ions. See Ngfes/Specs/Legendsneer fq,additional spechicaliotu. See plw ngjecl iechnicd5pecificafigns.y `•, \ $ (xAvnOnl rc REcuuR uo Ne)
1. MAP— fti9tlhnat-wavor[asemenn: AnY wore In earnn9 or Proposednghnot-waVaeasemenh(ftPamculwNNC°oirgnroor-waYlzhau c
11 d11,oan9/o/M1eslantlardz of the hPoer grlhe right-qr woyor easement W In axis n9xgM1naf-wayweasemennshan - / 1 a
OWNR/DEVELOFRII, ENGINEER wI mR ^anaQL—D, ld orpenrvl, andamm�Gnons whMn Me me Permit.Contact ✓ /�i / \ / 1 ` athmenf
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RoI mzuf ;ev R19('e azphaLndewak taro, gxlrer, a.
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N/PROFILESHEEIS \ LIMITS OF CONSTRUCTION, SEWER TRErvcn W
TI \ SEMtvFo DISTUNBANCE&CLEARING ITVP) TYPICAL SEWER EASEMENT SECTION 1 1 11 0
fl0R`MPIR,coviSTRUCCTS,o:"`" IEMP.SI" \ � AND ENVIRONMENTAL IMPACTS o 0
FENCE MP) NO SCALE 1
2D'1 50 TEMP c ANTI -SEEP
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\ \ GRAVITY SEWER OUTFACE MP
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\\ \ \ _ ', •' - ` L
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UNDER NE 96 WITH 16" (MIN) STEEL
ICAS&NG PIPE&8"DIP fARRIEROPIPE 2 / / / \ \\ \ "C•? os'\ \`\p\I
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TEMP. EA9M•T FOR D
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GRAPHIC SCALE 25 So ° (SEE ERPUM GAS P> _ _\� SEE EWER pETAR6) 1 gR Pao,
NC GRID NpRiN 50 o ( IN FEET) EA(9BE PLAM( 6i) Ig o
2p1 �1 1 inch = 50 ft. PERM. SORE Z a
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INSTALLATION ACROSS STREAM TEMP. SILT NEAL PArRIOK KEENE& FORD STREAM CROSSING i FORD Lr 'w
LAURA KAY KEENE u' AM 5 e Z
FENCE RYPI caossl uo rs R
"NEED BOOK 3)89, PACE 502 FOR ctARm ptOX NO SCALE '^
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Sheet No.
15W
REF ALSO
PLAN SHEET 15
SPECIAL COLOR PLAN
WETLAND IMPACTS