20200809 Ver 1_401 Application_20200617

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
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
20200809
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:
Carolina Springs -Ice Plex & Access Road
1a. Who is the Primary Contact?*
Deborah Shirley
1b. Primary Contact Email:*
[e-mail]
Date Submitted
6/17/2020
Nearest Body of Water
Big Branch
Basin
Cape Fear
Water Classification
C
Site Coordinates
Latitude:
35.6846
A. Processing Information
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
r Yes r No
Longitude:
-78.8669
Is this project a public transportation project?*
r Yes r No
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)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
1c. Primary Contact Phone:*
[phone]
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
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
39 - Commercial/Institutional Developments
12 - Utility Lines
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - E)press
r 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
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r 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:
Shenandoah Homes LLC
2b. Deed book and page no.:
Book:17612 Page:1912
2c. Responsible party:
David Stallings
2d.Address
Street Address
3724 National Drive, Suite 220
Address Line 2
City
Raleigh
Fbstal / Zip Code
27612-4873
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rovince / legion
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
2a. Name(s) on recorded deed

Capital Properties of the Raleigh II LLC
2b. Deed book and page no.:
Book: 17610 Page: 1795
2c. Responsible party:
David Stallings
2d.Address
Street Address
3724 National Drive, Suite 220
Address Une 2
Ofty
Raleigh
Postal / Zip Code
27612
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Deborah Shirley
4b. Business Name:
Soil & Environmental Consultants, PA
4c.Address
Street Address
8412 Falls of Neuse Road, Suite 104
Address Une 2
City
Raleigh
Fbstal / Zip Code
27615
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Shenandoah Homes_20200520_073105.pdf
State / Province / Region
NC
Country
USA
2f. Fax Number:
State / Province / legion
INC
Country
USA
4e. Fax Number:
[phone]
74.27KB
C. Project Information and Prior Project History U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Holly Springs
2. Project ctct Identification
2a. Property Identification Number:
0730842712 & 0740032625
2c. Project Address
Street Address
2700 Woodfield Dead End Road
Address Line 2
aty
Apex
Postal / Zip Cate
27539
3. Surface Waters
2b. Property size:
+/- 83.61 (23 acres disturbed)
State / Province / Region
INC
Country
United States
3a. Name of the nearest body of water to proposed project:*

Big Branch
3b. Water Resources Classification of nearest receiving water:*
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300040102
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The existing conditions on the site consists primarily of forested land with a 50' Cardinal Pipeline Company, LLC bisecting the parcels. This project includes Carolina Springs Tract 3, a
road easement through Carolina Springs Tract 2, and a utility easement through Carolina Springs Tract 4 (see Existing conditions exhibit -sheet A). Perennial stream feature'rNr (Big
Branch) bisects Carolina Springs Tract 3 and has an adjacent floodplain wetland. Isolated intermittent stream feature'U is located in the northwest corner of Carolina Springs Tract 3,
and perennial stream feature'X bisects the southeastern corner Carolina Springs Tract 3. Additionally, there are two wetlands located on Carolina Springs Tract 2, only one of wfiich
within the proposed road easement (W2). Old Holly Springs Apex Road bounds the property to the East. The general land use in the vicinity of the project consists of forestry, rural and
residential development.
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.pdf
7.71 MB
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)
SS.pdf 4.27MB
4f. List the total estimated acreage of all existing wetlands on the property:
Approximately 2.54 acres
4g. List the total estimated linear feet of all existing streams on the property:
Approximately 6,340 linear feet
4h. Explain the purpose of the proposed project:*
The purpose of this project is to construct a commercial development (i.e. IcePlex) and necessary infrastructure such as an access road and sanitary sewer.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The overall project consists of the construction of a commercial development (i.e. Ice Plex) and access road, including but not limited to utilities, stormmter devices, road infrastructure
and commercial structures. Specifically, there are two (2) utility crossings that impact streams, two (2) road crossings that impacts wetlands and or streams. Equipment typically used for
construction and earthwork such as backhoes, bulldozers, excavators, graders, pavers etc. will be utilized for this project.
4j. Please upload project drawings for the proposed project.
2020.06.09 - Carolina Springs Blvd-IcePlex Access Rd Impact Maps.pdf 7.3MB
2020.06.03 - Carolina Springs Blvd-IcePlex Access Rd Bypass and Utility Profiles.pdf 2.48MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes
Comments:
r No
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
AID No. issued SAW-2017-01322, JD package sent via email on June 30, 2017
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Steven Ball
Agency/Consultant Company: Soil & Environmental Consultants, PA
Other:
r Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
Parcel 0730842712 (Wood Creek Rd):
USACE: Site visit and field determination completed on June 20, 2017 by James Lastinger.
NCDWR: Stream/Buffer determination completed by Jason Robinson on June 22, 2017 (CFRRO #17-186).
Parcel 0740032625 (Satterwhite):
USACE: Site visit and field determination completed on February 22, 2018 by James Lastinger.
NCDWR: Stream/Buffer determination completed by Jeremiah Dow on December 7, 2017 (RRO #17-417)
5d1. Jurisdictional determination upload

Woods Creek Rd - Progress Energy Site DWR letter.pdf 3.96MB
DWR leter 121317.pdf 740.3KB
6. Future Project Plans
6a. Is this a phased project?*
r' Yes O 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?
Per a meeting with James Lastinger, the Town of Holly Springs, and representatives from Lennar, Withers Ravenel and S&EC on December 20, 2019, the Carolina Springs project
"phases" were determined to have "independent utility" and separated into potentially 6 project phases. The purpose and need of three (3) of these phases, require the Town of Holly
Springs to be the applicant, and potentially a fourth. The other two (2) phases, the developer is to be the applicant and have "independent utility".
Phase 1-Town of Holly Springs (Carolina Springs) Offsite Pump Station and Force Main (PCN submitted 6/9/20)
Phase 2-Carolina Springs-IcePlex & Access Road
Phase 3-Carolina Springs -Residential
Phase 4-Town of Holly Springs -Wood Creek Road Widening
Phase 5-Town of Holly Springs (Carolina Springs) - Offsite Greenway
Phase 6 (future determined) -Road connection to Twelve Oaks
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
FJ Wetlands P Streams -tributaries ❑ Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
Reason (?)
r
2b. Impact type * (?)
2c. Type of W. 2d. W. name *
2e. Forested *
2f. Type of
Jurisdicition*(?)
2g. Impact
area*
Impact 1
Road
Crossing/Grading/Ripra
p Dissipator
P
Headwater Forest
W2
Yes
Both
0.035
(acres)
ff;77�
Rip-Rap Installation
T
Headwater Forest
W2
Yes
]
Both
]
0.010
(acres)
2g. Total Temporary Wetland Impact
0.010
2g. Total Wetland Impact
0.045
2g. Total Permanent Wetland Impact
0.035
2h. Comments:
Temporary wetland impacts will be brought back to pre -construction contours and the wasting adjacent wetland source will assist in the restoration of
the wetland vegetation.
3. Stream Impacts
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name*
3e. Stream Type *
3f. Type of
3g. S. width *
3h. c Impat
❑
(?)
Jurisdiction*
length*
S1
Impact Area 2-Road
Permanent
Culvert
Stream X
Perennial
Both
9
130
Crossing (Culvert &
Average (feet)
(linearfeet)
Headwalls)
S2
Impact Area 2-Temporary
Temporary
Other
Stream X
Perennial
Both
8
38
Construction Access
Aver�e(feet)
(lin�rfeet)
S3
Impact Area 2-Temporary
Temporary
Other
Stream X
Perennial
Both
10
66
Construction Access
Average (feet)
(lirrfeet)
S4
Impact Area 2-RipRap
Permanent
Other
Stream X
Perennial
Both
10
33
Dissipator(Permanent-no
Average (feet)
(linesfeet)
permanent loss)
S5
Impact Area 3-Utility
Temporary
Other
Stream N (Big Branch)
Perennial
Both
16
39
(Sanitary Sewer) Crossing
Average (feet)
(li ea feet)
S6
Impact Area 4-Utility
Temporary
Other
Stream L
::IAverse
Perennial
Both
3
31
(Sanitary Sewer) Crossing
(fee)
(lines feet)
31. Total jurisdictional ditch impact in square feet:
0

31. Total permanent stream impacts:
163
31. Total temporary stream impacts:
174
31. Total stream and ditch impacts:
337
3j. Comments:
Total permanent loss stream = 130 LF; Total permanent -no permanent loss stream = 33 LF; Total temporary stream = 174 LF; Temporary stream
impacts will be brought back to pre -construction stream bed elevations and the stream banks will be stabilized.
E. Impact Justification and Mitigation v
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
S&EC completed a detailed wetland delineation and Cape Fear Buffer evaluation for the entire property and offsite utility locations in order to identify
natural resources so that impacts could be avoided & minimized to the maximum extent practicable. Impact Area 1 is proposed permanent and
temporary wetland impacts for a road crossing and rip -rap installation. This impact is necessary to provide access to the commercial property (i.e.
Carolina Springs Tract 3) from Old Holly Springs Apex Road. A headwall has been utilized to minimize wetland impacts. This entrance road location
cannot be shifted because the location must meet NCDOT spacing requirements of 1,200 If between intersections at Old Holly Springs Apex Road.
Impact area 2 is proposed permanent (i.e. culvert & headwalls), permanent -no permanent loss (i.e. riprap dissipator) and temporary (i.e. construction
access) stream impacts for a road crossing. This road crossing is necessary to provide access to the commercial property (i.e. Carolina Springs Tract
3) from Old Holly Springs Apex Road. Headwalls have been utilized to minimize stream impacts, in addition to crossing at a near perpendicular angle.
Temporary cofferdams and pump around will be used to create dry working conditions during construction. Impact areas 3 & 4 are proposed
temporary stream impacts for sanitary sewer crossings. These impacts are necessary to provide sanitary sewer to the proposed IcePlex Commercial
site. Impacts were minimized by avoiding wetlands and crossing Big Branch only at one location, additionally crossings were designed at near
perpendicular angles. Temporary cofferdams and pump around will be used to create dry working conditions during construction. Bore & Jack or
Directional Drill construction methods were determined to be cost prohibitive and therefore not proposed. Temporary wetland impacts will be brought
back to pre -construction contours and the existing adjacent wetland source will assist in the restoration of the wetland vegetation. Temporary stream
impacts will be brought back to pre -construction stream bed elevations and the stream banks will be stabilized.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The project will utilize cofferdam/pump around for the stream crossings, super silt fencing and other standard erosion control measures approved by
the Town of Folly Springs for the site.
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
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Permanent loss stream impacts are less than 150 Linear Feet, permanent loss wetland impacts are less than 0.10 acre. Impacts have been avoided to the maximum extent practicable.
Therefore compensatory mitigation in the form of mitigation payment has not been proposed.
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
If no, explain why:
Cape Fear Basin
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 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r NiA- project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
V Local Government r State
Local Government Stormwater Programs
W Phase II r NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
Town of Holly Springs
Comments:
See attached Drainage area map for all of Carolina Springs

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
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?*
(- Yes r No
3b. 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 Carolina Springs -Ice Plex and Access Road project is a small commercial development. Additionally, the project is
located within the Town of Holly Springs ETJ, therefore the adjacent properties that have potential for development will have the following regulations
to protect downstream waters: 1) The Cape Fear River Basin Riparian Area Protection Rules, , these regulations require limited development within
the riparian buffer area, in addition diffuse flow of runoff and/or Best Management Practices may be needed if diffuse flow cannot be achieved; 2) the
Phase II NPDES Stormwater Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems (MS4s) in
addition to post -construction stormwater management requirements. We anticipate that the DWR will advise us if any additional information is needed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor NIA
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Non -discharge wastewater will be treated at the Utley Creek Water Reclamation Facility and has a capacity of 6 million gallons per day (MGD).
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 r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
r Yes r 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
Si. 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?
S&EC completed a Threatened & Endangered Species Report, to include a Self -Certification letter through the US Fish & Wildlife Service (USFWS), a
query through the NC Natural Heritage Program database, and an official Species List through the iPac. A formal request was sent to the USFWS on
January 7, 2020. S&EC received response from USFWS on March 4, 2020 that they concurred with the determinations made by S&EC that the
proposed actions are not likely to adversely affect any federally -listed endangered or threatened species, their formally designated critical habitat, or
species currently proposed for listing under the Endangered Species Act (ESA). Please see attached correspondence from USFWS.
Consultation Documentation Upload
20200304_LTRSNf_Montgomery_Matthews_S&EC-CarolinaSprings.pdf 179.15KB

6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes f No
6b. What data sources did you use to determine whether your site would impact an 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 status?*
r Yes f No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The NC State Historic Preservation Office HPOWEB GIS Service interactive map was referenced on May 12, 2020, no historic listings or study list
entries or determined eligible listings were identified within the property boundaries. Additionally, no structures east within the property boundaries.
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 f No
8b. If yes, explain how project meets FEMA requirements:
Per the project engineers, the project will meet FEMA requirements by not filling in the floodplain. A No -Rise letter will be provided at a later date by
the Town of Holly Springs.
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Risk Information System Floodplain Mapping Program, referenced on May 5, 2020 and confirmation from the project engineer.
Miscellaneous C^U
Comments
Miscellaneous attachments not previously requested.
CS Drainage Area Map.pdf 2.87MB
Signature
V 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:
Deborah E. Shirley
Signature
N6,f i f. f"
Date
6/17/2020
U

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Mimic: [phone] • Fnx: [phone]
samicc.com
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Carolina Springs-IcePlex & Access Rd S&EC Project # 13152
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: _ James Lastinger Field office: Raleigh Regulatory Field Office
I, the undersigned, a duly authorizedowner of record of the property/properties identified herein, do
authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (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 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. 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.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 074032625
Site Address: 3708 OLD HOLLY SPRINGS APEX RD
City, County, State: _ Holly Springs NC_
PROPERTY OWNER INFORMATION:
Name: Capital properties of the Raleigh 11
Mailing Address: 3'7 24( Vc-ii. - L
Telephone Number: q1t - Qr . ZQ 0
Email: ep 'Se' r'k k
r.0t�
3��X LA.41�� 5--2,0- w
Property Owner (please print) Date
2-7 61 2.-
We hereby certify the above information submitted fn this application is true and accurate to
the best of our knowledge.

Environmental Consultants,
8412 Fds crfNousc+Road, Stdce 104, Rivicioi, NG 27615 * Mime: (90) 846-5900 * Fax: [phone],167
smndecmcom
PROPERTY OWNER CERTIFICATION / AGENT AUTHORIZATION
Project Name/Description: Carolina Springs-IcePlex & Access Rd S&EC Project # 13152
Date: Zc�
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
69 Darlington Avenue
Wilmington, NC 28403
Attn: James Lastinger Field Office: Raleigh Regulatory, 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 Engineers (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 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. This document also authorizes S&EC, as my agent, to act on nay 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.
PARCEL INFORMATION:
Parcel Index Number(s) (PIN): 0730842712
Site Address: 2700 Woodfield Dead End Rd.
City, County, State: Holly Springs, NC __._ _........,...
PROPERTY OWNER INFORMATION:
Name: SHENANDOAH HOMES LLC
Mailing Address: G- �'r•1
Telephone umb r:
Email: XfAvirt G
- Z
Property Owner (please print) Date
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.

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Project Number: Map Title: N
13152.W21 0 1,50o 3,000
Project Manager: Figure 2- Soil Survey/ I i i i I i i i I
DS Carolina Springs -Ice Plex Feet
Scale: 1" = 1500' Wake County, NC
•
Source: Wake County Soil Survey Soil & Environmental Consultants, PA
Date. 8412 Falls ofNe Road, 6ui. 104, Raleigh, NC 27615 • Ph...: [phone] • Pas: [phone]
06/17/2020 Sheets 74, 76, 82 & 83 ,.dc —

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Drawn By EB Date 06/03/2020 CAROLINA SPRINGS-ICEPLEX ACCESS ROAD EXISTING CONDITIONS I/ Engineers I Planners I Surveyors A
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Drawn By Date
FB o6/03/202o Engineers Planners Surveyors
Checked By Job No. 115 MacKenan Drive I Cary, NC 27511
DF 2190372.10 HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA t: 919.469.3340 1 license #: C-0832 I www.withersraveneLcom

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I((1-7 )� I / r l / / / PERMANENT STREAM (PERMANENT- NO PERMANENT LOSS
/ J / UPSTREAM STREAM
TEMPORARY X / IMPACT AREA 2 J / / / / / PERMANENT STREAM
COFFERDAM tl �1 / I TEMPORARY STREAM IMPACTTEMP_
/J/ / f, 1 �� `,J ACCEOSARYCONSTRUCTION / /I / /I I� / f ' �II
TEMPORARY STREAM
I ( F n \ / 38 LF (297 SF)
2 5i l / 1 / CULVERT UPSTREAM CULVERT DOWNSTREAM
\ 285 IMPAC AREA 2 dL s/' 295 295 295 295
P \Ftl� L` IN� 290 290 PERMANET STREAM IMPACT
CULVEIT CROSSING I
130 LF (1102 SF) / PROPOSED GRADE
610
PROPOSED GRADE
IF-
4E 00 7 00 r I +oo / T 290 290 290 290
IMPACT AREA 2 R J I 11— I I—
PERMANET STREAM IMPACT i + � �•/ C R6LI A f \IN S Ow D
RIP -RAP DISSIPATOR S R S (NO PERMANENT LOSS) R R
33 LF (315 SF)
285 285 285 285
\ \ 1 \ \ \ \ �L�290
EXISTING GRADE EXISTING GRADE
1 i 1 1, 285— PACT AREA 2
TEMPORARY STREAM IMPACT
TEMPORARY CONSTRUCTION
DOWNSTREAM 1 ACCESS r �/
TEMPORARY 66 LF (654 SF) I 280 280 280 1 1 1 1 1280
1 l 11 1 1 1 II l S ESP{21N 1 �I I COFFERDAM I
1\ 1 11 I } I 11 1 1 ) I l �, jl > I 1 / I ( 10'x8' CONCRETE 10'x8' CONCRETE I
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OD o/ 11/ s r � { � �`� �� � I \ I � � I / I r
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I I l 1 I l l I% ?� / l /I 1 r 275 275 275 275
r /I lti ��� l 1 / 1 f I / MM oo tiff
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N N N N N N N N N N
F �TRTA _� 11 11 \
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1
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J10 CL Jr I ( (LIN€AR WETLAND — OISSIPATOR POOL APRON CHANNEL
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GRAPHIC SCALE ` Yo—ve TOP OF RIPRAP?
- - - - - -
J NJ
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RIP RAP
\� �/ � / ' / - PRE -CONSTOM CH 3 J J s '
1 inch = 50 ft. \\ VII' \ p f I ✓ �J /� f / STREAM CONTOUR 3p
nor 2 n,ax zd o11.5aliri.,A
I(��1✓(1 (� �I 1 i 1 / — j'/ / J — RIPRAP APRON DETAIL
N° Revision Dat BV IjIn_j,_ Seale 111111\/ WithersRavenel WR Al NOTED sneer eo.
Drawn By EB Date 06/03/2020 CAROLINA SPRINGS-ICEPLEX ACCESS ROAD WETLAND AND STREAM IMPACT MAP I/ Engineers I Planners I Surveyors C
Checked By ]ob No. 115 MacKenan Drive Cary, NC 27511
DF 2190372.10 HOLLY SPRINGS WAKE COUNTY NORTHCAROLINA t:919.469.334011icense#:C-0832Iwww.withersravenel.com

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Date 06/03/2020 CAROLINA SPRINGS-ICEPLEX ACCESS ROAD WETLAND AND STREAM IMPACT MAP
]ob No.
DF 2190372.10 HOLLY SPRINGS WAKE COUNTY NORTH CAROL NA
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i
0
IMPACT LEGEND
® PERMANENT WETLANDS
® TEMPORARY WETLANDS
PERMANENT STREAM (PERMANENT - NO PERMANENT
PERMANENT STREAM
TEMPORARY STREAM
4 AN16,
0
GRAPHIC SCALE
so 0 25 50 100
1 inch = 50 ft.
\/ WithersRavenel Sheet No.
I/ Engineers I Planners I Surveyors D
115 MacKenan Drive I Cary, INC 27511
t: 919.469.33401 license #: C-0832 I www.withersravenel.com

f�J1 �I�l\�) �� / l o IMPACTLEGEND
( PERMANENT WETLANDS
[jf) \ 1 TEMPORARY WETLANDS
/ / / / // / / — ✓ ` / / N ( / ( \ l� 1 I I IIII `� \) — r`/ fir" (� V 1 ��®� PERMANENT STREAM ( PERMANENT - NO PERMANENT LOSS
I I I II I II I II 1II41 LI :(�—_��� — —=✓�;_ ,_ — ' �J f( I/ l II �1/I /III II I otI11f 1I 1I �11I11I111/I1 /I rI 'Jr5 ){
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TEMPORARY CONSTRUCTION
ACCESS
SEWER CROSSING \IlIiJ
/
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C
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V°. Revision °ate B Designer Scale \/ Withers Ravenel
11 WR TLD Drawn By Date �ASNU
/2020 CAROLINA SPRINGS-ICEPLEX ACCESS ROAD WETLAND AND STREAM IMPACT MAP I/ 15Ma Kenan DiversI Surveyors
ry,NC27511Checked By ]ob N115 MacKenan Drive � Cary, NC 27511DF 72.10 HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA t: 919.469.3340 1
license #: C-0832 I www.withersraveneLcom

IMPACT LEGEND
PERMANENT WETLANDS
I
TEMPORARY WETLANDS
PERMANENT STREAM (PERMANENT - NO PERMANENT LOSS
SBnA S?AR \ \ \ \ \ 'i
P1_
I I I \ \ \ FLAG \ \ — P STA-TION ANb\WOODS\CREEK ROD / / / / / �J / ����� PERMANENT STREAM
TO BE RT OF N SS AWE PROJECT
/ ����� TEMPORARY STREAM
IMITS F , � / tip`
/ 1
/ CONSTRUCT A
30' TOWN OF HOLL�S RINGS
PUBLIC U3ILITY-EASEMENT
C/ �/ f
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KOODPLAIN r t\
IMPACT AREA 4 \ \ \ \ \ \ \ yy / �- r ( / /)<
TEMPORARY STREAM IMPACT
TEMPORARY CONSTRUCTION
T
ACCESS \ \ A y Q IV
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31 LF (1267 SF)
/ \\ \\ / / \ \ \. \ r ✓ \/// 1 l 1
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ISTREART
M
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R- \ ,\
1 inch = 50 ft.
FVr
N° Revision Dat 3v 1111n—ilc- 1r.le \/ WithersRavenel WR AS NOTED sneer eo.
Drawn By EB Date Ob/03/2020 CAROLINA SPRINGS-ICEPLEX ACCESS ROAD WETLAND AND STREAM IMPACT MAP I/ EngneersPlannersSurveyors F
Checked By ]ob No. 115 MacKenan Drive I Cary, INC 27511
DE 2190372.10 HOLLY SPRINGS WAKE COUNTY NORTH CAROLINA t:919.469.33401license #:C-0832Iw—withersravenel.com

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285 285
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INFLUENT PUMP STATION
MANHOLE
255 255
2-5'
248.47 LF 24" PVC @ 0.12% 156.19 LF 24" PVC
297.86 LF 24" PVC @ 0.10% 108.97 LF 24" PVC @ 0.11% 180.57 LF 24" PVC @ 0.10%
129.74 LF 24"DIP @ 0.31 % 158.60 LF 24" PVC @ 0.19%
25O 187.68 LF 24" PVC @ 0.80%
250
245 245
240 240
CO CO 00 CO 00 N O � IO W O) � M N W W (.o
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TREE PROTEMON (TYP) BY THEICE /
SPORTS DEVELOPMENT. GL J� / / \ _ I III I I I I I I ( / / y✓/ // / r / TP \\\ ��\ = j% \\\\ \
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�', THE SEWER SHALL BE INSTALLED
0 t DURING DRY CONDITIONS.
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IS SHO N WITH THESE DRAWINGS/I/
J UT BE CONSTRUCTED BY TF{E
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\ / I CONSRUGTI�1 LIMITS
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275 1275
AN LE 3 SHALL BE WATERTIGHT OR
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270 1
100 ODPLAIN 270
EXISTING GRADE
265 265
EXISTING GRADE
147.59 LF 18" PVC @ 0.44%
260
381.20 LF 18" PVC @ 0.79%
183.06 LF IW PVC @ 0.76%
231.49 LF 24" PVC @ 0.39%
255
166.30 LF 24" PVC @ 0.66% 55
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250 C NC ETE COI LAR 250
245 245
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SCALE:
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1 If = 5' V E RT.
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Job No.
Drawn By
02190372.10
W R
Date
Designer
05/11/2020
W R
CA RD
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
M.
Revisions
Sheet No.
C5.1

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CD
TEMPORARY
COFFERDAM I I
STA. 0+63.89 = I 1 L \ I
`STA. 46+40.61, 51.15' LT. STREET Al
HEADWALL (NCDOT STD. 838.22) • L
INVERT = 276.45
285 J
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INVERT=276.10
DOWNSTREAM
TEMPORARY
-COFFERDAM,
DEWATERING
PUMP
\\ \\
\
\
FLEXIBLE
\\ \
HOSE
I SEDIMENT BAG
I
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rl
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TEMPORARY BYPASS CHANNEL
13' FLAT BOTTOM, 2:1 SIDES
APPROXIMATE SLOPE = 0.5%
LINE WITH ROLLED EROSION CONTROL FABRIC \
(NORTH AMERICAN GREEN DS75 OR APPROVED EQUAL)
/ I
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47+00
— R-
l
291
R
SEWN -IN CONNECTION SLEEVE FOR PUMP
DISCHARGE HOSE
SILT FENCE
COVER #57 STONE PAD
WITH GEOTEXTILE FABRIC
24" MIN
#57 STONE
POLYETHYLENE SHEETING
(6 MIL MIN)
MAINTENANCE NOTES:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT PRODUCING% INCH OR MORE
OF RAIN. ANY DAMAGE TO THE SEDIMENT FILTER BAG SHALL BE REPAIRED
IMMEDIATELY.
NOTES:
2. TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6" OF SEDIMENT
HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S
1.
CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE
RECOMMENDATIONS.
TEMPORARY SEDIMENT FILTER BAG WHEN PUMPING-
3- MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE PRESENCE OF TURBID
2.
THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS
WATER BEING DISCHARGED. IF ANY TURBID WATER IS BEING DISCHARGED FROM
DRAWING MAY VARY PER VENDOR SPECIFICATIONS.
THE BAG THE SITUATION SHALL BE RESOLVED IMMEDIATELY. IF TEMPORARY
BLOCKAGES ARE NOT FOUND, ASSUME THE BAG IS AT SEDIMENT CAPACITY AND
3.
TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN -IN SLEEVE OF
REPLACE IMMEDIATELY.
SUFFICIENT SIZE TO ACCEPT A MINIMUM FOUR -INCH DIAMETER PUMP DISCHARGE
HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM
OF SIX INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE
MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL
24" MIN
NOT BE ACCEPTABLE.
6" MIN OPTIONAL LIFTING STRAPS
4.
THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF
DURING DISPOSAL OF THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO PREVENT
LEAKAGE OF COLLECTED SEDIMENTS.
VARIES WITH GROUND LINE SLOPE
5.
TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF
SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS.
SEDIMENT FILTER BAG
6.
CONTRACTOR SHALL SIZE THE BAG DEPENDING ON USE AND FLOW REQUIREMENTS.
VARIES WITH
GROUND SLOPE
TOP VIEW
r GEOTEXTILE FABRIC
SEDIMENT I
FILTER BAG
6" MIN VARIES
24" M I N
VARIABLE 0' MIN SILT FENCE
(10' MIN.) SILT FENCE
EXISTING GROUND LINE
USE #57 STONE TO LEVEL BAG FROM J POLYETHYLENE SHEETING
NATURAL GROUND LINE
SIDE VIEW
SEDIMENT FILTER BAG
i T
/ NOT TO SCALE
(V
/ l EXISTING �1
CHANNEL /
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
WATERPROOF POLYETHYLENE
FABRIC ON FACE (MINIMUM 8 MIL
THICK)
b1IlTlT v].L\\l\Ir
12' MIN
PLAN
FROM PUMP
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TEMPORARY BYPASS CHANNEL
TYPICAL SECTION
NOT TO SCALE
)UAL)
JILCU MI-JU IIVJ 1 MLLCU IIV
ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS
TOP OF BANK
WATERPROOF POLYETHYLENE
FABRIC ON FACE (8 MIL THICK)
TEMPORARY STONE DAM
TEMPORARY STREAM CROSSING BYPASS
--- TEMPORARY EROSION
FLAT BOTTOM CONTROL FABRIC
SEE PLAN FOR (NORTH AMERICAN GREEN
WIDTH DS75 OR APPROVED EQUAL)
INSTALL IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS
PUMP -AROUND
NOTES:
1. IT IS RECOMMENDED THAT WORK BE SCHEDULED SUCH THE
CULVERT REPLACEMENT CAN BE COMPLETED DURING A TIME OF
MINIMAL PRECIPITATION-
2- BYPASS PLAN IS SCHEMATIC. CONTRACTOR IS RESPONSIBLE FOR
THE DESIGN, INSTALLATION, MAINTENANCE, OPERATION AND
REMOVAL OF ALL EQUIPMENT AND TEMPORARY CONSTRUCTION TO
INSURE "DRY" WORKING CONDITIONS-
3- PUMP AND LINE SIZES TO BE DETERMINED BY THE CONTRACTOR-
4- ESTIMATED PEAK FLOWS ARE AS FOLLOWS:
R007 CULVERT
• BASE FLOW TO BE DETERMINED BY CONTRACTOR
• Q10 =109 CFS (-49,000 GPM)
• Q25 =143 CFS (-64,200 GPM)
5. EROSION STONE TO BE CLASS "I" OR "B" RIP -RAP AS SHOWN,
UNLESS DESIGNATED DIFFERENTLY ON CONSTRUCTION PLAN.
MAINTENANCE NOTES:
1. INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT THAT
PRODUCES% INCH OR MORE OF RAIN.
2. REMOVE SEDIMENT AND WOODY DEBRIS PROMPTLY-
3- REMOVE COLLECTED SEDIMENT FROM STONE/RIP-RAP AREAS AS
NECESSARY. TOP DRESS WITH 2", WASHED STONE AS NECESSARY.
CONSTRUCTION SEQUENCE
1. INSTALL PUMPS UPSTREAM OF TEMPORARY STREAM CROSSING
AND PUMP TO AREA DOWNSTREAM OF CONSTRUCTION AREA.
BEGIN PUMPING AND CONTINUE PUMPING WHILE WORKING WITHIN
THE STREAM-
2- INSTALL BYPASS CHANNEL. DIVERT FLOW TO BYPASS CHANNEL.
3. INSTALL UPSTREAM DAM (CLASS "I" RIP -RAP) AND DOWNSTREAM
DAM (CLASS "B" RIP -RAP) WITH WATERPROOF POLYETHYLENE
FABRIC FACING (MINIMUM 8 MIL THICK)-
4- INSTALL WORK AREA DEWATERING PUMP AND SEDIMENT FILTER
BAG AT TOP OF BANK. DEWATER CONSTRUCTION AREA BETWEEN
STONE DAM USING THE FILTER BAG-
5- INSTALL THE CULVERTS AND HEADWALLS.
6. BACKFILL CULVERT-
7- INSTALL PERMANENT EROSION CONTROL DEVICES AND STABILIZE
AREAS AS INDICATED ON EROSION CONTROL PLAN ( SHEETS 7.0
THROUGH 7.6).
8. CONCURRENTLY WITH STEP 8 REMOVE PUMPS SEDIMENT BAGS
AND TEMPORARY COFFERDAMS. (REMOVE POLYETHYLENE,
REMOVE AND STOCKPILE RIP -RAP, TO THE LEVEL OF THE STREAM
BOTTOM, FOR USE IN CONSTRUCTING RIP -RAP DISSIPATOR.
9. CONSTRUCT ROADWAY IMPROVEMENTS.
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Job No.
Drawn By
02190372.10
W R
Date
Designer
05/11/2020
W R
Revisions
NOT TO SCALE
Sheet No.
C6.5

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DRAINAGE AREA TO EX. POND WEST
AREA = 2.30 ACRES sty
CN=81
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\ I \\ \\ \`� (< \ \\� \ I 1 \ I \ J� I / DRAINAGE AREA BYPASSING TO BIG BRANCH TO DUKE PROPERTY J I I / •%
�16r��, .1 J<< �\ �� I 1 ll//( // !( I
// \\ \ / /// I ) I AREA = 33.65
�/ DRAINAGE AREA TO NORTHWESTERN TRIBUTARY
AREA=10.74 \1 ,� \ \\✓ III�)1 �!�1�\\ C\\ ��//lJ�// / I I /�r�J6\ r I %% \ ` 1
CN-78 1� -�il //J I(l PI L \\\� \\\\ �i���., 1 I ///� �/ / /�I / �\
DRAINAGE AREA TO SCM 9
zr/ I1 \ '� ) \\\\\ / - \\\\ \\\ AREA -16.40 ACRES II//� DRAINAGE AREA TO SCM 5
POA 2 - )) ' DRAINAGE AREA TO EX. POND EAST - \\ \ =
�- \ .\\\.1\��\\ \ \�-
% I AREA =17.78 ACRES \ I // �� % ✓/
AREA =1.84 ACRES CN = 89 /III CN - 93 DRAINAGE AREA TO SCM 8 / I
_ CN = 82 / AREA = 21.77 ACRES
�AREAAG� 6REATOSCM15 j/(l�C ;_�j CN-91-� -\\
_CN=89/�`-1
DRAINAGE AREA TO SCM 13 DRAINAGE AREA TO SCM 12 -_- - - _ \�\ <
AREA =14.72 1 AREA =1623 = r ( I 11 \\\ I�\I IIl DRAINAGE AREA TO SCM 3 ,/
/ l
1 I \ \�\\((\ J (i II )�� I / AREA=19.67ACRES
Aj /1 `. cN=so // 1NI, 90CNl; 93
V,;
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AGE AREA TO SCM 1
DRAIN
AREA = 23.72 ACRES
DRAINAGE AREA TO WEST
/AREA = 3.11 l� CN 94
CN=82 I(( v� V IJ ,� I ��: �i �; V �� (/1/�� //%'%
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//�/ I DRAINAGE AREA TO SCM 14
��III // /-J / AREA =7.68/
N//�
Full-
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AREA =17.72 = POA 3 CN - 90 ��% �'I„u llll/
DRAINAGE AREA TO BYPASSING TO WHITE OAK CREEK
AREA=42.06
cN=7s I 1 11�/%/% j/ �I /// II I �,� 1J1 /) I
/ )1 ll// lIl I �I l , vy /A
//III \ IIII III ((\� ; DRAINAGE AREA TO SCM 10 \ \ \\
�II / II AREA = 10.49 ACRES
2�/ f I I I�I���_�cN=Bs IIIIIIII ��
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POA 4_/jr
/ / POA 6 DRAINAGE AREA TO SCM 4
J / /( - AREA - 23.45 ACRES 5
DRAINAGE AREA TO SCM 7 CN - 93
AREA = 4.05 ACRES
RCN=89
DRAINAGE AREA TO SCM 6 /
AREA =10.70 ACRES
CN=89 / \
III DRAINAGE AREA TO SCM 2
AREA =11.45 ACRES
\ \ CN = 94
DRAINAGE AREA BYPASSING TO TRIBUTARY TO BIG BRANCH -
AREA =18.82
CN=77
POAA 5 DRAINAGE AREA BYPASSING TO BIG BRANCH AT WOODS CREEK ROAD
/RAREA = 30.4i9
CN=79
0 600' 1200'
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United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh ES Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
March 4, 2020
Mason Montgomery
Soil & Environmental Consultants, PA
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
Re: Carolina Springs — Wake County
Dear Mr. Montgomery:
This letter is to inform you that the Service has established an on-line project planning and
consultation process which assists developers and consultants in determining whether a
federally -listed species or designated critical habitat may be affected by a proposed project. For
future projects, please visit the Raleigh Field Office's project planning website at
https://www.fws.gov/raleigh/pp.html. If you are only searching for a list of species that may be
present in the project's Action Area, then you may use the Service's Information, Planning, and
Consultation System (IPaC) website to determine if any listed, proposed, or candidate species
may be present in the Action Area and generate a species list. The IPaC website may be viewed
at https://ecos.fws. ,ov/ipac/. The IPaC web site contains a complete and frequently updated list
of all endangered and threatened species protected by the provisions of the Endangered Species
Act of 1973, as amended (16 U.S.C. 1531 et seq.)(Act), a list of federal species of concern' that
are known to occur in each county in North Carolina, and other resources.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or
1 The term "federal species of concern" refers to those species which the Service believes might be in need of
concentrated conservation actions. Federal species of concern receive no legal protection and their designation does
not necessarily imply that the species will eventually be proposed for listing as a federally endangered or threatened
species. However, we recommend that all practicable measures be taken to avoid or minimize adverse impacts to
federal species of concern.

evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes.
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
With regard to the above -referenced project, we offer the following remarks. Our comments are
submitted pursuant to, and in accordance with, provisions of the Endangered Species Act.
Based on the information provided and other information available, it appears that the proposed
action is not likely to adversely affect any federally -listed endangered or threatened species, their
formally designated critical habitat, or species currently proposed for listing under the Act at
these sites. We believe that the requirements of section 7(a)(2) of the Act have been satisfied for
your project. Please remember that obligations under section 7 consultation must be
reconsidered if: (1) new information reveals impacts of this identified action that may affect
listed species or critical habitat in a manner not previously considered; (2) this action is
subsequently modified in a manner that was not considered in this review; or, (3) a new species
is listed or critical habitat determined that may be affected by the identified action.
However, the Service is concerned about the potential impacts the proposed action might have
on aquatic species. Aquatic resources are highly susceptible to sedimentation. Therefore, we
recommend that all practicable measures be taken to avoid adverse impacts to aquatic species,
including implementing directional boring methods and stringent sediment and erosion control
measures. An erosion and sedimentation control plan should be submitted to and approved by
the North Carolina Division of Land Resources, Land Quality Section prior to construction.
Erosion and sedimentation controls should be installed and maintained between the construction
site and any nearby down -gradient surface waters. In addition, we recommend maintaining
natural, vegetated buffers on all streams and creeks adjacent to the project site.
The North Carolina Wildlife Resources Commission has developed a Guidance Memorandum (a
copy can be found on our website at (http://www.fws.gov/raleigh) to address and mitigate
secondary and cumulative impacts to aquatic and terrestrial wildlife resources and water quality.
2

We recommend that you consider this document in the development of your projects and in
completing an initiation package for consultation (if necessary).
We hope you find our web page useful and informative and that following the process described
above will reduce the time required, and eliminate the need, for general correspondence for
species' lists. If you have any questions or comments, please contact John Ellis of this office at
[phone] ext. 26.
Sincerely,
6" t
P to Benjamin
Field Supervisor