20150539 Ver 4_Revised2_USACE PCN_20190304

MORRIS & RITCHIE ASSOCIATES OF NC, PC
AN AFFILIATE OF MORRIS & RITCHIE ASSOCIATES, INC. WHICH
PROVIDES ENGINEERING, ARCHITECTURE, PLANNING, SURVEYING &
LANDSCAPE ARCHITECTURE THROUGHOUT THE MID -ATLANTIC REGION
February 28, 2019
NCDWQ, WBSCP Unit
Attn: Stephanie Goss
1650 Mail Service Center
Raleigh, NC 27699-1650
Re: Revised Pre -Construction Notification (PCN)
McGee's Crossroads Sewer Upgrade Phase 2B (CS370560-16)
Johnston County, North Carolina
Dear Stephanie:
Please find enclosed the revised PCN and supplemental information for Nationwide Permit 12, the
corresponding NC DWR General Certification 4086, and the Neuse River Riparian Buffer Authorization
for the above referenced project. The proposed project consists of the construction of 8,239 LF of 27"
gravity sewer line that will connect to the proposed Middle Creek Regional Pump Station (permitted as a
separate project).
Johnston County has experienced dramatic increase in residential and commercial growth especially in
areas within the County's sewer service area. Current flow within the existing force main serving the
McGee's Crossroads sewer area is close to exceeding the maximum allowable pressure. This project is
required to provide additional capacity, relieve the flow on an existing force main, and construct a regional
pump station (as a separate project) to meet current and future sewer demands. The above reference phase
proposes a gravity sewer main parallel to Middle Creek to the proposed regional pump station.
Construction of this sewer main will replace two pump stations and ultimately a third pump station at full
build -out Since this a new sewer main, there will be no existing flow that will require bypass during the
construction of the project.
Please note that proposed wetland impacts are associated with temporary clearing for the construction of
the sewer main and permanent clearing for the maintenance corridor. In order to minimize wetland
impacts, the County reduced the permanent maintenance corridor width to 14' in all wetland areas.
Additionally wetlands will be restored to the original grade after installation. The County performed a
geotechnical study to determine bedrock depth along the proposed sewer corridor. Based on the
geotechnical results, the depth of the rock in addition to limited access points made bore and jack
installation in the wetlands and across the streams unfeasible.
The stream crossings for the utility line were designed to be perpendicular to minimize stream and buffer
impacts. No permanent fill is proposed in the streams. The stream bed and bank will be restored to
original grade following installation. Furthermore, all work will be performed in the dry using standard
NCDOT pump around methods.
5605 Chapel Hill Road, Suite 112, Raleigh, NC 27607 [phone] www.mragta.com
Abingdon, MD f Baltimore, MD ♦ Laurel, MD f Towson, MD f Georgetown, DE f New Castle, DE ♦ Sterling, VA ♦ Raleigh, NC
[phone] [phone] [phone] [phone] [phone] [phone] [phone] [phone]

McGee's Crossroads Sewer Upgrade Phase 2B (CS370560-16)
Johnston County, NC
Page 2 of 2
Please let me know if you need additional information.
Th you,
e
amie Guerrero
Associate

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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN 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
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X 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 ❑ Riparian Buffer Authorization
1 e.
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
1f.
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.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
McGee's Crossroads Sewer Upgrade Phase 2B
2b.
County:
Johnston
2c.
Nearest municipality / town:
Clayton
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Johnston County Public Utilities
3b.
Deed Book and Page No.
N/A
3c.
Responsible Party (for LLC if
applicable):
Rick Hester
3d.
Street address:
207 East Johnston Street
3e.
City, state, zip:
Smithfield, NC 2777
3f.
Telephone no.:
[phone]
3g.
Fax no.:
[phone]
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:
X Agent ❑ Other, specify:
4b.
Name:
Jamie Guerrero, PE, CPSWQ
4c.
Business name
(if applicable):
Morris & Ritchie Associates of NC
4d.
Street address:
5605 Chapel Hill Road, Suite 112
4e.
City, state, zip:
Raleigh, NC 27607
4f.
Telephone no.:
[phone]
4g.
Fax no.:
4h.
Email address:
[e-mail]
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Jamie Guerrero, PE, CPSWQ
5b.
Business name
(if applicable):
Morris & Ritchie Associates of NC
5c.
Street address:
5605 Chapel Hill Road, Suite 112
5d.
City, state, zip:
Raleigh, NC 27607
5e.
Telephone no.:
[phone]
5f.
Fax no.:
5g.
Email address:
[e-mail]
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. tax PIN or l ID :
p y ( parcel )
PINs: 163500-65-1901, 163500-46-5387, 163500-26-6659, 163500-27-1792,
163500-17-3329,163500-18-0441,163500-08-3304,163500-19-4655
1 b.
Site coordinates (in decimal degrees):
Start: 35.54785, -78.54046 Finish: 35.56123, -78.55938
1 c.
Property size:
5.82 acres (within proposed utility easement)
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Middle Creek
2b.
Water Quality Classification of nearest receiving water:
C -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: Gravity sewer line is within a remote wooded area mostly parallel to Middle Creek. The general land
use in the area is agricultural and residential.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.81 acres (within proposed const. easement)
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 120 LF (within easement)
3d. Explain the purpose of the proposed project: Johnston County has experienced dramatic increase in residential and commercial growth
especially in areas within the County's sewer service area. Current flow within the existing force main serving the McGee's Crossroads sewer area is
close to exceeding the maximum allowable pressure. This project is required to provide additional capacity, relieve flow on the existing force main, and
construct a regional pump station in a separate ro'ect to meet the current and future sewer demands.
3e. Describe the overall project in detail, including the type of equipment to be used: The construction of approximately 8,900
LF of 27" SDR -35 gravity sewer main parallel to Middle Creek to a proposed regional pump station. Sewer and the associated
utility easement will require mechanize clearing and the use of typical heavy construction equipment.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑X Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
0 Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known): Ross Sullivan
Agency/Consultant Company: USACE Raleigh
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
January 25, 2019
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes 0 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.
A separate phase includes a proposed regional pump station and force main. This project phase consists of the gravity
sewer to serve the proposed pump station.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams —tributaries ❑X 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 T
SEE ATTACHED IMPACT SUMMARY SHEET
2g. Total Wetland Impacts:
2h. Comments: Proposed permanent wetland impacts are for forest clearing of the utility corridor. The proposed sewer will be
buried and the area restored to existing grade. The permanent maintenance corridor has been reduced to 14' in the wetland
impact areas to minimize total impact of the project.
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)
Stream Area AA
Temporary
UT to Middle Creek
PER
Corps/DWQ
9
30
Temporary
dewatering/excavate
Stream Area A
Temporary
UT to Middle Creek
PER
Corps/DWQ
10
30
Temporary
dewatering/excavate
Stream Area C
Temporary
UT to Middle Creek
PER
Corps/DWQ
10
30
Temporary
dewatering/excavate
Stream Area E
Temporary
UT to Middle Creek
PER
Corps/DWQ
9
30
Temporary
dewatering/excavate
Stream Area G
Temporary
UT to Middle Creek
PER
Corps/DWQ
10
30
Temporary
dewatering/excavate
3h. Total stream and tributary impacts
150 (temp)
3i. Comments: Approximate 30 feet of temporary stream impact at each location in order to install cofferdams/sandbags used
for temporary dewatering/pump around and excavation to install sewer pipe. Stream bed and bank will be returned to original
conditions immediately after installation of the pipe at the stream crossings.
Page 4 of 10
PCN Form — Version 1.4 January 2009

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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then 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?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number—
Permanent (P) or
Temporary T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet
SEE ATTACHED IMPACT SUMMARY SHEET
6h. Total Buffer Impacts:
6i. Comments: Perpendicular crossing that disturb equal to or less than 40 LF of riparian buffer with a maintenance corridor
greater than 10 feet in width = Allowable
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The permanent maintenance corridor has been reduced to 14 feet within the wetland areas. The wetland area and stream
crossings will be returned to original grade.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The wetlands will be restored to natural grade. Silt fence will be installed to prevent sedimentation into the streams and wetlands.
Tree clearing be limited to the easement shown on the on the plan. Permanent impacts to wetlands will be minimized to a 14'
permanent maintenance easement.
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 ❑ No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ [3Corps
2c. If yes, which mitigation option will be used for this
project?
® Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Grantham Branch Mitigation Site
3b. Credits Purchased (attach receipt and letter)
Type: Non -riparian wetland
Type: Choose one
Type: Choose one
Quantity: 0.28 acres
Quantity:
Quantity:
3c. Comments: Statement of Availability is attached provide by Wildland Holdings, III, LLC
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
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 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
1a.
Does the project include or is it adjacent to protected riparian buffers identified
❑X 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.
No new impervious surface area is proposed. Disturbed area will be restored to natural
❑ Yes 1XI No
grade.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
polo
2b.
Does this project require a Stormwater Management Plan?
Yes No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
No new impervious surface area is proposed. The project consists of a linear underground utility.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is this project?
Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
Yes ❑No
attached?
4.
DWQ Stormwater 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 ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes No
Page 8 of 10
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 ❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ®No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ 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?
F1 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
❑YesX❑ 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.
Johnston County sewer use policy greatly limits where sewer is available. This project serves the existing sewer use
areas and does not create new sewer use area. This project is required to relieve high pressures on an existing force
main that has reached maximum capacity.
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.
Wastewater is not anticipated to be generated during the construction of this project.
Page 9 of 10
PCN Form — Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. have you checked with the USFWS concerning Endangered Species Act
[] Yes ® 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?
NC Natural Heritage data base
6. Essential Fish Habitat (Corps Requirement)
fia. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
fib. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
ISG Division of Marine Fisheries
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 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?
State Historic Preservation Office
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 144-year floodplain?
-T
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
No fill material is proposed within the FEMA flood plain. Underground sewer will be vented at manholes with the vent
elevation at least 2 feet above the FEMA flood plain elevation. Manholes will be water tight.
8c. What source(s) did you use to make the floodplain determination?
FIRM Maps
Applicant/Agent's Printed Name
pplicant/Agent's Signature
Date
[ ent's signature is valid only if an authorization
letter from the applicant is rovided.
Page 10 of 10

McGee's Crossroads Sewer Upgrade Phase 2B
Impact Summary Table
2. Wetland Impacts
2a.
Wetland impact
number
Permanent (P) or
Temporary (T)
2b. 2c.
Type of Impact
Type of Wetland
2d. 2e.
Type of jurisdiction
Forested Corps (401,10) or
DWQ (401, other)
2f.
Area of impact
(sq. ft.)
Area of
impact
(acres)
WI Area 1 (P)
Land Clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
404
0.009
WI Area 1 (T)
Temporay Clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
651
0.015
WI Area 2 (P)
Land Clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
894
0.021
WI Area 2 (T)
Temporay Clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
1,085
0.025
WI Area 3 (P)
Land Clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
947
0.022
WI Area 3 (T)
Temporay Clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
2,822
0.065
WI Area 3A (P)
Land Clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
1,108
0.025
WI Area 3A (T)
Temporay Clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
867
0.020
WI Area 4 (P)
Land Clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
2,910
0.067
WI Area 4 (T)
Temporay Clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
5,448
0.125
WI Area 5 (P)
Land Clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
6,990
0.160
WI Area 5 (T)
Temporay Clearing
Bottomland Hardwood Forest
Yes
Corps, DWQ
13,189
0.303
Total Permanent Impacts:
Total Temporary Impacts:
13,253
24,062
0.304
0.552
6. Buffer Impacts (for DWQ)
6b.
Buffer Impact
number-
Permanent (P) or
Temporary (T)
6c. 6d.
Reason for Impact
Stream name
6e.
Buffer
mitigation
required
6f.
Zone 1
impact
(square feet)
6g.
Zone 2
impact
(square feet)
Area AA - P
Maintenance Corridor
UT to Middle Creek
No
995
1,836
Area AA - T
Temporary Clearing
UT to Middle Creek
No
1,674
905
Area BB - P
Maintenance Corridor
UT to Middle Creek
No
0
780
Area BB - T
Temporary Clearing
UT to Middle Creek
No
990
1,072
Area A P
Maintenance Corridor
UT to Middle Creek
No
1,883
1,255
Area A - T
Temporary Clearing
UT to Middle Creek
No
1,273
850
Area C P
Maintenance Corridor
UT to Middle Creek
No
1,031
988
Area C T
Temporary Clearing
UT to Middle Creek
No
1,768
1,183
Area E P
Maintenance Corridor
UT to Middle Creek
No
983
685
Area E T
Temporary Clearing
UT to Middle Creek
No
1,823
1,216
Area G P
I Maintenance Corridor
UT to Middle Creek
No
1 1,912
1 1,271
Area G T
I Temporary Clearing
UT to Middle Creek
No
1 1,909
1 849
6h. Total Buffer Impacts
Permanent:1 6,804 1 6,815
Temporary:1 9,437 1 6,075

HOLDINGSO
Statement of Availability
December 5, 2018
Johnston County Department of Public Utilities
Attn: Chandra Cox Farmer
PO Box 2263
309 E. Market St.
Smithfield, NC 27577
RE: Availability of Riparian Wetland Credits for the "McGee's Crossroads Sewer Upgrade
Phase 2B" project
Applicant: Johnston County Department of Public Utilities
Bank Name: Grantham Branch Mitigation Site
Bank Sponsor: Wildlands Holdings, III, LLC
USACE ACTION ID: 2017-00549
Riparian Wetland Credits Available: 12.79
Riparian Wetland Credits Needed: 0.30
Neuse 03020201 River Basin
Dear Ms. Farmer:
Wildlands Holdings III, LLC has the above mentioned riparian wetland credits from the
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 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.
Wildlands Holding III, LLC • Wildlands Engineering, Inc • 312 West Millbrook Road, Suite 225, Raleigh, NC 27609

HOLDINGSO
We appreciate the opportunity to assist you with your mitigation requirements. Please contact
me at 205-807-0800 or ihazel hoff@wild landseng.com if you have any questions or need any
additional information.
Sincerely,
Ian M. Hazelhoff
Wildlands Engineering, Inc.
Mitigation Development and Credit Sales
[e-mail]
0: [phone] ex. 120
M: (205)-807-0800
cc: Jamie Guerrero, Morris and Ritchie Associates of NC
Wildlands Holding III, LLC • Wildlands Engineering, Inc • 312 West Millbrook Road, Suite 225, Raleigh, NC 27609

1100 YEAR FLOODPLAIN
500 YEAR FLOODPLAIN
FP`FQ
�A WETLAND IMPACT AREA I
Fe / rn n \ x �c PERMANENT 30' UTILITY EASEMENT NARROWS -m TO 14' IN WETLAND AREA
N < N T� � PERMANENT IMPAGT AREA = 404 SF
F O TEMPORARY CONSTRUCTION EASEMENT = 25
QQ m ��A \ TEMPORARY IMPACT AREA = 651 5F'
�Q. N -
N
T TEMPORARY ZONE I STREAM BUFFER \
m I MPAGT AREA AA = 1674 SF /
W I m
z c� TEMPORARY STREAM AA IMPACT = 50 LF
z
a �A
W N M
W
2 FP —Fp\
TEMPORARY ZONE 2 STREAM BUFFERAFP
IMPACT AREA AA = 905 SF
FP
I
°S 'i'I'I'i'�'I N M
fI III
SgPERMANENT ZONE I STREAM BUFFER tiiti
Z�I IMPAGT AREA AA = 995 SF
PERMANENT ZONE 2 STREAM BUFFER
c
/I MPAGT AREA AA = 1,536 SF
O 2 ,
F
LIMITS OF DISTURBANCE '
MN SILT FENCE OUTLET (TYP) 50 25 O 25 50 100
PLAN SGALE: I" = 50'
p 7"9 LrVA I I
MORRIS & RITCHIE ASSOCIATES OF NC, PC WETLAND IMPACT AREA 1
ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS STREAM IMPACT AREA AA
5605 CHAPEL HILL ROAD, STE. 112 FOR
RALEIGH, NC 27607
[phone] MCGEE'S CROSSROADS
'""v- WWW.MRAGTA.COM SEWER UPGRADE PH. 213
©2018 MORRIS B RITCHIE ASSOCIATES OF NC. P. C. JOHNSTON COUNTY, NORTH CAROLINA
SCALE: 1"=50' DATE: 02/01/2019 DRAWN BY: DRT DESIGN BY: DRT REVIEW BY: JBG JOB NO.: 19709

d �N
500 YEAR FLOODPLAIN
N
a
a m
u- m
TEMPORARY ZONE I STREAM BUFFER
IMPACT AREA BB = qGO SF 2
WETLAND IMPACT AREA 2 \ pit"
PERMANENT 30' UTILITY EASEMENT NARROWS 4
TO 14' IN WETLAND AREA
PERMANENT IMPACT AREA = Sa4 SF
TEMPORARY GON5TRUGTION EASEMENT = 28'
TEMPORARY IMPACT AREA = 1,085_2F / / �✓
/ z
Q '
LIMITS OF D15TURBANGE
\--MN MN
TEMPORARY ZONE 2 STREAM BUFFER
IMPACT AREA BB = 1,072 5F
'ERMANENT ZONE 2 STREAM
IMPACT AREA BB = 780 5F
r N S8
\301i
U /
r �
Z � /
50 25 O 25 50 100
�u
MORRIS & RITCHIE ASSOCIATES OF NC, PC WETLAND IMPACT AREA 2
' ! A ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS FOR
5605 CHAPEL HILL ROAD, STE. 112
RALEIGH, NC 27607 MCGEE'S CROSSROADS
[phone]
WWW.MRAGTA.COM SEWER UPGRADE PH. 26
©2018 MORRIS B RITCHIE ASSOCIATES OF NC. P. C. JOHNSTON COUNTY, NORTH CAROLINA
SCALE: 1"=50' DATE: 02/01/2019 1 DRAWN BY: DRT DESIGN BY: DRT I REVIEW BY: JBG JOB NO.: 19709

500 YEAR FLOODPLAIN
FQ FP�FP��FP\
FA
Nw� �A
100 YEAR FLOODPLAIN
* r r
FP�Fp\ y T�
F�
Y y
Y r TA T�
" WETLAND IMPACT AREA 3
/ �Q Z r ry rr PERMANENT 30' UTILITY EASEMENT NARROWS
r TO 14' IN WETLAND AREA
PERMANENT IMPACT AREA = 1147 SF
r r TEMPORARY CONSTRUCTION EASEMENT = 25'
TEMPORARY IMPACT AREA = 2,522 SF
P z LIMITS OF DISTURBANCE
r
T
� y
"
_ r
14601 M T
NW
r r r r
N
r r r iv
r
50 25 0 25 50 100
PLAN SGALE: I" = 50'
MORRIS & RITCHIE ASSOCIATES OF NC, PC WETLAND IMPACT AREA 3
' ! A ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS FOR
5605 CHAPEL HILL ROAD, STE. 112
RALEIGH, NC 27607 MCGEE'S CROSSROADS
[phone]
WWW.MRAGTA.COM SEWER UPGRADE PH. 26
©2018 MORRIS B RITCHIE ASSOCIATES OF NC. P. C. JOHNSTON COUNTY, NORTH CAROLINA
SCALE: 1"=50' DATE: 08/22/2018 DRAWN BY: DRT DESIGN BY: DRT REVIEW BY: JBG JOB NO.: 19709

FP— FP
FP— FP— Fp�Fpm FPS
pp FP
Fp
100 YEAR FLOODPLAIN \Fp_Fp
� FP—
TEMPORARY ZONE 2 STREAM BUFFER TEMPORARY ZONE 15TREAM BUFFER
IMPACT AREA A = 426 5F IMPACT AREA A = 1,273 5F
z TOP OF BANK TEMPORARY ZONE 2 STREAM BUFFER
IMPACT AREA A = 424 5F
0 TEMPORARY STREAM A
O I N IMPACT = 50 LF /
N O
rn�
1 /
t_ III 1 1 I I '1'111111' 1' ,Ij1�J
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�O
r
A PERMANENT ZONE 2 5TREAM BUFFER
>> IMPACT AREA A = 1,255 5F
rn �n
= PERMANENT ZONE I STREAM BUFFER
IMPAGT AREA A = 1,883 51'
r
LIMITS OF 015TURBANGE
Y r
y r r
Y y y `
n y Y �`1
r Y n
Y Y y Y Y N� 50 25 0 25 50 100
Y y y Y Y r
r y y Y
r
y Y r Y r y r r y r PLAN SGALE: 1" = 50'
y Y Y Y Y
pI
Y
Y
MORRIS & RITCHIE ASSOCIATES OF NC, PC STREAM & BUFFER IMPACT AREAS A
' ! ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS FOR
5605 CHAPEL HILL ROAD, STE. 112
RALEIGH, NC 27607 MCGEE'S CROSSROADS
[phone]
WWW.MRAGTA.COM SEWER UPGRADE PH. 26
©2018 MORRIS B RITCHIE ASSOCIATES OF NC. P. C. JOHNSTON COUNTY, NORTH CAROLINA
SCALE: 1"=50' DATE: 02/01/2019 DRAWN BY: DRT DESIGN BY: DRT REVIEW BY: JBG JOB NO.: 19709

PERMANENT 30' UTILITY EASEMENT
PERMANENT IMPAGT AREA = 1,108 5E
TEMPORARY GONSTRUGTION EASEMENT = 20'
TEMPORARY IMPACT AREA = 867 SE
M
13
/ i ,
/ Y
/ � Y
/ � Y
NVV Y NW-
/ Y
LIMITS OF 015TURSANGE y Y y y Y y
Y Y Y Y
y y
r y
50 25 0 25 50 100
= Y Y Y Y Y Y
Y Y Y
Y y Y Y
Y Y Y y Y Y Y Y PLAN SGALE: I" = 50'
Y Y y Y
MORRIS & RITCHIE ASSOCIATES OF NC, PC WETLAND IMPACT AREA 3A
' ! A ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS FOR
5605 CHAPEL HILL ROAD, STE. 112
RALEIGH, NC 27607 MCGEE'S CROSSROADS
[phone]
WWW.MRAGTA.COM SEWER UPGRADE PH. 26
©2018 MORRIS B RITCHIE ASSOCIATES OF NC. P. C. JOHNSTON COUNTY, NORTH CAROLINA
SCALE: 1"=50' DATE: 02/01/19 DRAWN BY: DRT DESIGN BY: DRT REVIEW BY: JBG JOB NO.: 19709

Y y y y
Y y y y
TEMPORARY ZONE 2 STREAM BUFFER
IMPACT AREA G= 600 5F Z Y r r y y y
~ r r r I
TEMPORARY ZONE I STREAM BUFFER r r r > r
IMPACT AREA G = 1,-768 5F r rr 'I ' z
r TOP OF BANK
z '
= TEMPORARY ZONE 2 STREAM BUFFER z > Y r Y r r Y
u IMPAGT AREA G= 583 SF y Y r Y y Y
r y y Z
N V M
Z Y y
17
M
16
jPERMANENT
WETLANDIMPACT AREA 4
30' UTILITY EASEMENT NARROWS
'
TO 14' IN STREAM GRO551N6 AREA
TO
Ym
z wy
IMPACT AREA = 2,ci10 SF
r z
TEMPORARY CONSTRUCTION EASEMENT = 28'
TEMPORARY IMPACT AREA = 5,448 5F
i
,'I
m
m
y
r
r > >
Y O
PERMANENT ZONE 2 STREAM BUFFER
r
N ' z
'
'
IMPACT AREA G = 307 SF
r
r yl
m
Y
Y r Y y
Y r
p]
r
r Y
>
y
r r
TEMPORARYYSTREAM AA IMPACT = 50LFm
r
Y
r Y
y r
> > r
r y
Y coco
r() (n
Y Y LIMITS OF DISTURBANCE
y
PERMANENT ZONE I STREAM BUFFER
r
r i
i
i
IMPACT AREA G= 1,031 SF
r
i i
r
I
y y
y
PERMANENT ZONE 2 STREAM BUFFER
r l TI 713'rn
r
y y
>
Y
IMPACT AREA G = 681 SF
y
' N
j11 r rnYT y Y O
1„
>
> r Y
y y y
N ZZ I
N r C11 N
Y
y y
> fZll _•
i y
y y
y Y r
Y
r N Y Y
y
r y
y Y
50
r y
r > Y
25 0 25 50 100
r r>
r
y r r y r
r > r
r y y
PLAN SGALE: I" = 50'
r
MORRIS & RITCHIE ASSOCIATES OF NC, PC
WETLAND IMPACT AREA 4 &
STREAM &BUFF PACT AREAS C
' ! A
ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS
FOR
5605 CHAPEL HILL ROAD, STE. 112
RALEIGH, NC 27607
MCGEE'S CROSSROADS
[phone]
'""v—
WWW.MRAGTA.COM
SEWER UPGRADE PH. 26
©2018 MORRIS B RITCHIE ASSOCIATES OF NC. P. C.
JOHNSTON COUNTY, NORTH CAROLINA
SCALE: 1"=50'
DATE: 02/01/2019
DRAWN BY: DRT
DESIGN BY: DRT
REVIEW BY: JBG
JOB NO.: 19709

i TEMPORARY ZONEr2 STREAM BUFFER PERMANENT ZONE 2 STREAM BUFFER M
IMPAGT AREA E = 5q8 SF IMPAGT AREA E = 301 SF 20
r i
. r
{ TEMPORARY ZONE I STREAM BUFFER i
IMPAGT AREA E = 1,823 SF
r r r r r
TEMPORARY STREAM E IMPAGT = 50 LF
r
r
r r
r TEMPORARY ZONE 2 STREAM BUFFER r \ \
r / ,
IMPAGT AREA E = 618 SF
WETLAND IMPAGT AREA 5\\`\`
\
PERMANENT 30' UTILITY EASEMENT NARROWS
TO 14' IN STREAM GROSSING AREA
PERMANENT IMPAGT AREA = 6,ggO SF
TEMPORARY GONSTRUGTION EASEMENT = 28' l\
r ,
TEMPORARY IMPAGT AREA = 13,g8q SF
r
r P r�
TOP OF BANK r
r
r r PERMANENT ZONE I STREAM BUFFER
' IMPAGT AREA E = 453 SF
cC/11/( r r r r IMPAGTENT ZONEAREA E 1530 FM BUFFER
PERMANENT ZONE 2 STREAM BUFFER ,
IMPAGT AREA E = 384 SF r ,
r , r
r
r
/ G
LIMITS OF DISIURBANGE
, r ,
r ,
50 25 O 25 50 100
, r r
r T a r
, � r
r ,
, r r
r PLAN SGALE: 1" = 50'
MORRIS & RITCHIE ASSOCIATES OF NC, PC WETLAND IMPACT AREA 5 &
' ! A ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS STREAM & BUFFERFOR PACT AREAS E
5605 CHAPEL HILL ROAD, STE. 112
RALEIGH, NC 27607 MCGEE'S CROSSROADS
[phone]
WWW.MRAGTA.COM SEWER UPGRADE PH. 26
©2018 MORRIS B RITCHIE ASSOCIATES OF NC. P. C. JOHNSTON COUNTY, NORTH CAROLINA
SCALE: 1"=50' DATE: 02/01/2019 DRAWN BY: DRT DESIGN BY: DRT REVIEW BY: JBG JOB NO.: 19709

100 YEAR
FLOODPLAIN
QQ
QQ
TEMPORARY ZONE I STREAM BUFFER
IMPACT AREA 6 = 1,2-13 5F
M
23
EMPORARY ZONE 2 STREAM BUFFER
IMPACT AREA 6 = 424 5F /
r
I TEMPORARY STREAM 6 IMPACT = 50 LFI
'ERMANENT ZONE 2 5TREAM BUFFER
IMPACT AREA 6 = 636 5F
TOP OF BANK------' `
s
TEMPORARY ZONE 2 STREAM BUFFER
IMPACT AREA 6 = 425 5F
co
tisk PERMANENT ZONE 15TREAM BUFFER
C>l �' \ o� IMPACT AREA 6 = 961 5F
0
lrTj�3o.A�''rPr / �c, PERMANENT ZONE I STREAM BUFFER
IMPACT AREA 6 = 951 5F
PERMANENT ZONE 2 5TREAM BUFFER
r / M IMPACT AREA 6 = 635 5F
24 �
LIMITS OF P15lURBANCE
/ 50 25 O 25 50 100
/
PLAN SGALE: I" = 50'
MORRIS & RITCHIE ASSOCIATES OF NC, PC STREAM & BUFFER IMPACT AREAS G
ENGINEERS, ARCHITECTS, PLANNERS, SURVEYORS AND LANDSCAPE ARCHITECTS FOR
5605 CHAPEL HILL ROAD, STE. 112
RALEIGH, NC 27607 MCGEE'S CROSSROADS
[phone]
WWW.MRAGTA.COM SEWER UPGRADE PH. 26
©2018 MORRIS B RITCHIE ASSOCIATES OF NC. P. C I tJUrl N3I JN i,i.JUN I T, NUM I rl UAMU Ll NA
SCALE: 1"=50' DATE: 02/01/2018 DRAWN BY. DRT DESIGN BY: DRT REVIEW BY: JBG JOB NO.: 19709

* * * DISCLAIMER * * *
Johnston County assumes no legal responsibility for the information represented here.
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\` Scale: 1:12000 - 1 in. = 1000 feet
Johnston County GIS
(The scale is only accurate when printed landscape on a 11 x 17 size sheet with no page scaling.) August 13, 2018

p
�LARi�
McGee's Crossroads Sewer Upgrade - Phase 2 Middle Creek Interceptor o /ClV
300 2
Stream Impact Area G n
U
ANOR DRHILTON( R
200
Stream Impact Area C
:ARMS LN '
200 i �SS`TER
a rho Stream Impact Area E iso Wetland Area 1 & 2
Stream Impact Area A
Willow Springs
O
Mi dle Cr
Coat SONNYRD
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USGS Topographical Map
Edmonson Quadrangle, 2013