20140540 Ver 2_401 Application_20180418

DWR
Division of water Resources
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
January 31, 2018 Ver 2.3
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all mandatory questions are answered.
Also, if at any point you wish to print a copy of the E -PCN, all you need to do is right -click on the document and you can print a copy of the form.
Below is a link to the online help file.
https://edocs.deq.nc.govMaterResources/0/edocl6247041PCN%20Help%20File%202018-1-30.pdf
A. Processing Information
County (or Counties) where the project is located:*
Guilford
Is this project a public transportation project?*
f Yes f• No
This is any publicly funded by nunicipal,state or federal funds road, rail, airport transportation project.
1a. Type (s) of approval sought from the Corps:*
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?*
IJ Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
This form may be Corps to initiate the standard/individual permit process. Please contact your Corps representative for submittal of standard permits.
All required items that are not provided in the E -PCN and be added to the miscellaneous upload located at the bottom of this form.
Nationwide Permit (NWP) Number: 12 - Utility Lines
NWP Number Other:
List all IWV nurrbers you are applying for not on the drop down list.
1c. Type(s) of approval sought from the DWR:*
check all that apply
IJ 401 Water Quality Certification - Regular r 401 Water Quality Certification - Express
F Non -404 Jurisdictional General Permit r Riparian Buffer Authorization
r Individual Permit
*
1d. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
O Yes O No
For the record only for Corps Permit: O Yes O No

1e. 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
r Yes r No
Acceptance Letter Attachment
Click the upload button or drag and drop files here to attach document
23629 WRBUFF HAW Youngs Mill Outfall.pdf 337.15KB
WRBUFF Young's Mill Outfall Revised.pdf 562.21 KB
FILE TYPE fvt15T BE FDF
1f. Is the project located in any of NC's twe nty coastal counties?*
f Yes r No
1h. Is the project located in a designated trout watershed?*
r Yes r No
Link to trout information: http://wuwv.saw.usace.army.mil/Missions/Regulatory-Permit-ProgranVAgency-Coordination/Trout.aspx
B. Applicant Information
1a. Who is the Primary Contact?*
Jay Guffey
1b. Primary Contact Email:*
[e-mail]
1c. Primary Contact Phone:*
(XXX)XXX-XXXX
[phone]
1d. Who is applying for the permit?
r Owner r Applicant (other than owner) rJ Agent/Consultant
(Check all that apply)
2. Owner Information
2a. Name(s) on recorded deed:
City of Greensboro
2b. Deed book and page no.:
NA
2c. Responsible party:
(for Corporations)
City of Greensboro, Jay Guffey
2d. Address
Street Address
2602 S. Elm -Eugene Street
Address Line 2
Cny
Greensboro
Fbstal / Zip (ode
27406
2e. Telephone Number:
(XXX)XXX-XXXX
[phone]
2f. Fax Number:
[phone]
(xxx)xxx-xxxx
2g. Email Address:*
State / Rovince / Region
NC
Country
USA

[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
David Hamilton
4b. Business Name:
(if applicable)
ARCADIS
4c. Address
Street Address
1 Centerview Drive
Address Line 2
Suite 208
City
Greensboro
Postal / Zip Code
27407
4d. Telephone Number:
[phone]
(XXX)XXX-XXXX
4e. Fax Number:
[phone]
(XXX)XXX-)O=
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Pease provide the Agent Authorization Letter if you are submtting this docunent.
20180418 Agent Authorization ePCN.pdf
RLE lYP M-.67 BE PDF
State/ Province/ Region
NC
Country
USA
515.02KB
C. Project Information and Prior Project History
1. Project Information
1a. Name of project:*
Young's Mill Outfall
1b. Subdivision name:
(if appropriate)
NA
1c. Nearest municipality/ town:*
Greensboro
1d. Driving directions*
If it is a new project and can not easily be found in a GPS napping system Pease provide directions.
Intersection of Young's Mill Road and 1-85 bypass. Sewer outfall ends approbmately 360 feet east of AT&T Drive where it will discharge into
the new Stewart Mill Lift Station
2. Project Identification
2a. Property Identification Number:

(tax RN or parcel ID)
Multiple parcels - see attached plan set
2b. Property size:
(in acres)
26.3
2c. Project Address
Street Address
Address Line 2
aty
Rbstal / Zip Code
2d. Site coordinates in decimal degrees
State / Province/ F egion
Country
Please collect site coordinates in decimal degrees. Use between 4-6 digits (unless you are using a survey -grade GPS device) after the decimal place as
appropriate, based on how the location was determined. (For example, most mobile phones with GPS provide locational precision in decimal degrees to
map coordinates to 5 or 6 digits after the decimal place.)
Latitude:' Longitude:*
36.037197 -79.695197
ex: 34.208504 -77.796371
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Little Alamance Creek
3b. Water Resources Classification of nearest receiving water:*
WS -IV, NSW
Surface Water Lookup
3c. What river basin(s) is your project located in?*
Cape Fear
River Basin Lookup
4. Project Description
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:*
Existing conditions consist of undeveloped wooded land and wetlands, rural residential land, and existing roadway
rights-of-way. Land use is mostly undeveloped areas with scattered residential development.
4b. 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)
Click the upload button or drag and drop files here to attach docurrent
You ngsMill_Fig_2_USGS_041814.pdf 762.57KB
File type mist be pdf
4c. 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)
Click the upload button or drag and drop files here to attach docurrent
You ngsMiIIF ig_3a_NRCS_042514.pdf 522.68KB
You ngsMill_Fig_3b_NRCS_042514.pdf 524.65KB
File type mist be pdf
4d. List the total estimated acreage of all existing wetlands on the property:
2.9
4e. List the total estimated linear feet of all existing streams on the property:

(intermittent and perennial)
10,400
4f. Explain the purpose of the proposed project:*
Proposed project replaces a sewer lift station that's reaching capacity. New outfall will allow for increased flow
within the system through the year 2050.
4g. Describe the overall project in detail, including indirect imapacts and the type of equipment to be used:*
Installation of -11,200 LF of 42" & 11,870 LF of 36" sewer pipe. Track hoe used for excavation and loader and/or
grader to return site to original grade.
4h. Please upload project drawings for the proposed project.
Qick the upload button or drag and drop files here to attach document
YMO-Signed 10-24-14.pdf 24.74MB
File type must be pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
f• Yes r No r Unknown
Comments:
JD request submitted October 2012; signed preliminary JD form attached
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary C Approved r Unknown f N/A
Corps AID Number:
Bcample: SAWt-2017-99999
SAW -2013-01519
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Phil May, Brian Smith
Carolina Ecosystems, Inc.
5d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Field verification with Andy Williams & Sue Homewood on 12/18/2012. Sites 16, 17, and 18 have been delineated since that verification.
5dl. Jurisdictional determination upload
Click the upload button or drag and drop files here to attach document
2013-01519 Prelim JD Form - signed.pdf 569.98KB
File type must be PDF
6. Project History
6a. Have permits or certifications been requested or obtained for this project (including all prior phases) in the past?
r Yes r No r Unknown
6b. If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW -0000-00000).
SAW -2013-01519; DWQ #14-0540. The original plans and submittal are unchanged and still valid.
Project History Upload
Qick the upload button or drag and drop files here to attach document
Permit - DWR-WQ - Young's Mill Outfall.pdf 187.44KB
USACE Permit - SAW -2013-01519 - YMO.pdf 1.11 MB
File type must be PDF
7. Future Project Plans
7a. Is this a phased project?*

f Yes r 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? This includes other separate and distant crossing for linear projects that require Department of the
Army authorization but don't require pre -construction notification.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
fJ Wetlands fJ Streams -tributaries fJ Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. Site # - Reason for impact* 2b. Impact type * 2c. Type of wetland * 2d. Wetland name *2e. 2f. Type of 2g. Impact
Forested* Jurisdicition* area*
1 - Excavation 13+50 to
T
16+00
Permanent (F� or
Ivbp label (e.g. Finad Grossing 1 - oilvert,
Temporary M
dewatering, etc)
7 - Excavation 64+00 to
T
64+50
Permanent (F� or
Ivbp label (e.g. Poad Grossing 1 - Oalvert,
Temporary (T)
dewatering, etc)
Non -Tidal Freshwater
13 - Excavation 119+00 to
T
124+50
Permanent (P) or
Nbp label (e.g. Fbad Grossing 1 - Qalvert,
Temporary (T)
dewatering, etc)
(404, 10) orDAR (401,
14 - Excavation 126+00 to
T
133+00
Permanent (F) or
Nbp label (e.g. Road Grossing 1 - Qalvert,
Tenporary (T)
dewatering, etc)
W16
14 - Excavation 126+00 to
T
133+00
Permanent () or
Ivbp label (e.g. Road Grossing 1 - Calvert,
Temporary (T)
dewatering, etc)
(acres)
16 - Excavation 142+50 to
T
145+00
Ferrranent (F) or
Ivbp label (e.g. Road Grossing 1 - Oulvert,
Tenporary (T)
dewatering, etc)
Yes
17 - Excavation 146+50 to
T
149+00
Permanent (P) or
Ivbp label (e.g. Fvad Grossing 1 - Calvert,
Temporary (T)
dewatering, etc)
18 - Excavation 152+50 to
T
153+00
Permanent (P) or
Ivbp label (e.g. Fvad Grossing 1 - Calvert,
Temporary (T)
dewatering, etc)
Corps
20 - Excavation 181+00 to
T
187+50
Ferrrenent (F� or
Ivbp label (e.g. Road Grossing 1 - Cilvert,
Temporary (T)
dewatering, etc)
21 - Excavation 197+00 to
T
201+50
Permanent (F� or
Ivbp label (e.g. Road Grossing 1 - Culvert,
Temporary (T)
dewatering, etc)
0.133
Bottomland Hardwood W1 Yes Corps 0.127
Forest (404, 10) or DAR (401, (acres)
other)
Floodplain Pool W7 Yes Corps 0.010
(404, 10) or DAR (401, (acres)
other)
Bottomland Hardwood W13 Yes Corps 0.009
Forest (404, 10) or DAR (401, (acres)
other)
Bottomland Hardwood
W14a
Yes
Corps
0.001
Forest
(404, 10) or DAR (401,
(acres)
other)
Non -Tidal Freshwater
W14b
Yes
Corps
0.156
Marsh
(404, 10) orDAR (401,
(acres)
other)
Bottomland Hardwood
W16
Yes
Corps
0.006
Forest
(404, 10) or DAR (401,
(acres)
other)
Bottomland Hardwood
W17
Yes
Corps
0.024
Forest
(404, 10) or DAR (401,
(acres)
other)
Bottomland Hardwood
W18
Yes
Corps
0.012
Forest
(404, 10) or DhR(401,
(acres)
other)
Bottomland Hardwood
W20
Yes
Corps
0.133
Forest
(404, 10) orDhR(401,
(acres)
other)
Bottomland Hardwood
W21
Yes
Corps
0.066
Forest
(404, 10) orDhR(401,
(acres)
other)

22 - Excavation 204+50 to T
Bottomland Hardwood W22a
Yes Corps
0.169
218+50 Fernenent(F�or
Forest
(404, 10) orDAR (401,
(acres)
Nbp label (e.g. F3rad Crossing 1 - Qalvert, Temporary (T)
length*
other)
T Excavation Little Alamance
dewatering, etc)
Corps
30
71 2
22 - Excavation 204+50 to T
Bottomland Hardwood W22b
No Corps
0.632
218+50 Fernenent (F� or
Forest
(404, 10) or DAR (401,
(acres)
Nap label (e.g. Road Crossing 1 - Qalvert, Terrporary (T)
other)
1
dewatering, etc)
2g. Total Temporary Wetland Impact
3
1.345
0
2g. Total Permanent Wetland Impact
T Excavation Little Alamance
Perennial
Corps
0.000
50 2
Nbp label (e.g. Road Grossing
Perrranent (F) or
2g. Total Wetland Impact
Average
(linear feet)
1.345
Temporary (T)
intermittent (INT)
2h. Comments:
Total Permanent Maintenance Impact: 0.51 acres and Total Forested Permanent Maintenance Impact 0.23 acres -
see attached Table C.2 in PCN Application Tables PDF. Upon completion of the pipe installation, the wetland
areas will be returned to original grade and seeded with wetlands seed mix. All Nationwide 12 conditions will be
implemented during construction. Directional drill or bore technology is not practical due to the size of the line and
depth of bedrock found during geotechnical investigations. Open cut construction will be accomplished when flow
is minimal.
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. Reason for impact*3b.lmpact 3c. Type of impact *3d. Stream name*
3e. Stream
3f. Type of
3g. Stream 3h. Impact s
type*
Type*
Jurisdiction*
width*
length*
S1 S2 16+50 to 18+00
T Excavation Little Alamance
Perennial
Corps
30
71 2
Nap label (e.g. Road Grossing
Permanent (F� or
Perennial (FffF� or
Average
(linear feet) ,
1)
Tenporary (T)
intermittent (INT)
(feet)
1
3
0
S2 S3 28+50 to 30+00
T Excavation Little Alamance
Perennial
Corps
42
50 2
Nbp label (e.g. Road Grossing
Perrranent (F) or
Perennial (F8� or
Average
(linear feet)
1)
Temporary (T)
intermittent (INT)
(feet)
1
S3 S5 40+00 to 42+00 T Excavation Little Alamance Perennial Corps 36 41 1
Nbp label (e.g. Road Grossing Permanent (P) or Perennial (PES or Average (linear feet)
1) Temporary (T) intermittent (INT) (feet) G
S4 S8 66+00 to 68+00 T Excavation Little Alamance Perennial Corps 35 46 1
Nbp label (e.g. Fbad Crossing Fermanent (F' or Ferennial (F ER or Average (linear feet)
1) Tenporary (T) intermittent (INT) (feet) 6
1
S5 S9 69+00 to 70+50 T Excavation Little Alamance Perennial Corps 37 42 1
Nbp label (e.g. Road Crossing Perrranent (P) or Perennial (F$� or Average (linear feet) ,
1) Temporary (T) intermittent (INT) (feet)
S6 S11 102+50 to T Excavation Little Alamance Perennial Corps 8 58
103+50 Fernenent(F�or Tributary Perennial(FFR)or Average (linear feet)
Nbp label (e.g. Poad Crossing Temporary (T) intermittent (INT) (feet)
1)

S7 S12 109+50 to T Excavation Little Alamance Perennial Corps 23 51
111+00 Permanent (Fj or Perennial (PEPS or Average (linear feet)
Ivbp label (e.g. P oad Crossing Temporary (T) intermittent (INT) (feet)
1)
S8 S15 135+50 to T Excavation Little Alamance Perennial Corps 48 40
137+00 Permanent (P/ or Perennial (F43P� or Average (linear feet)
Ivbp label (e.g. Road Crossing Temporary (T) intermittent (INT) (feet)
1)
Sg S16 142+50 to
T Excavation
Little Alamance
Intermittent
Corps
7
68
145+00
Permanent (P/or
Tributary
Perennial (PffP�or
5,911
Average
(linear feet) ;
Ivbp label (e.g. Road Crossing
Temporary (T)
Location and Exenpt, Allowable, allowable w/
intermittent (INT)
(feet)
i
1)
S10 S17 146+50 to
T Excavation
Little Alamance
Perennial
Corps
10
47
149+00
Permanent (P/or
Tributary
Perennial (P9P�or
Average
(linear feet) ;
Ivbp label (e.g. Road Crossing
Temporary (T)
intermittent (INT)
(feet)
1)
S11 S18 225+50 to
T Excavation
Little alamance
Perennial
Corps
30
36
231+00
Permanent (P/ or
Perennial (Ft3) or
Average
(linear feet) ,
Ivbp label (e.g. Road Crossing
Temporary (T)
intermittent (INT)
(feet)
1)
�
"" All Perennial or Intermittent streams must be verified by DWR or delegated local government
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
0
3i. Total temporarystream impacts:
550
3i. Total stream and tributary impacts:
550
3j. Comments:
See Table C.3 Streams in attached PCN Application Tables PDF. Coffer dams and culverts will be installed prior to
pipe installation. Upon completion of the pipe installation, the stream will be restored to pre -construction grades
and the stream banks will be stabilized.
6. Buffer Impacts (for DWR)
If project will impact a protected riparian buffer, then complete the chart below. Individually list all buffer impacts below
6a. Project is in which protect basin(s)?*
Check all that apply.
F Neuse r Tar -Pamlico
F Catawba r Randleman
r Goose Creek Jordan Lake
r Other
6b. Impact Type *
6c. Per or 6d. Stream name*
6e. Buffer mitigation 6f. Zone 1
6g. Zone 2
Temp*
required?* impact*
impact*
B13b - Utility Easement 119+00 to
P Little Alamance
Yes 1,351
5,911
124+50
Permanent (P/ or
(square feet)
(square feet)
Location and Exenpt, Allowable, allowable w/
Temporary (T)
mtigation

B14 - Utility Easement 126+00 to
P
Little Alamance Yes
810
3,747
133+00
F2rrrenent (P) or
14,952.00
(square feet)
(square feet)
Location and Exenpt, Allowable, allowable w/
Tenporary (T)
rrNation
B16 - Utility Easement 142+50 to
P
Little Alamance Yes
3,849
2,227
145+00
Fernanent(P/or
Tributary
(square feet)
(square feet)
Location and Exenpt, Allowable, allowable w/
Tenporary (T)
mtigation
B21 - Utility Easement 197+00 to
P
Little Alamance Yes
71
3,067
201+50
Pbrrrenent (P) or
(square feet)
(square feet)
Location and Exempt, Allowable, allowable w/
Temporary (T)
nitigation
6h. Total buffer impacts:
..................
Zone 1 Zone 2
Temporary impacts: 0.00 0.00
Zone 1
Zone 2
Permanent impacts: 6,081.00
14,952.00
Zone 1
Zone 2
Total buffer impacts: 6,081.00
14,952.00
6i. Comments:
See attached Table C.6 in PCN Applications PDF. Outfall will have 10' permanent maintenance corridor. Buffers
will be returned to original grade & seeded.
Supporting Documentation - i.e. Impact Maps, Plan Sheet, etc.
click the upload button or drag and drop files here to attach docurrent
PCN Application Tables.pdf 422.07KB
YoungsMill_Fig_4a_Aerial _041814.pdf 663.32KB
YoungsMill_Fig_4b_Aerial _041814.pdf 648.44KB
File mist be PDF
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:*
The sewer alignment was designed to avoid or minimize impacts to jurisdictional areas, and where feasible,
manholes were placed outside of jurisdictional areas. All MHs on project will be water tight and MI -Is within 50' of
streams and wetlands will have sealed joints and interior water proofing to minimize leaks. At Site 5, the
maintenance corridor was located at an area with more stable banks to avoid excessive stabilization measures
being necessary at the crossing. Stream crossings have been minimized to those required due to steep
topography and other unavoidable constraints.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:*
Best management practices and sedimentation and erosion control methods will be used during all construction
techniques. No equipment refueling or maintenance activities will occur adjacent to jurisdictional areas. All
temporary impacts to jurisdictional wetlands during construction activities will be returned to their original
configuration and seeded in a timely manner for stabilization. Stream crossings will be stabilized with riprap and
fabric, and permanent maintenance crossings will be at bed elevation, and will not block flow or aquatic passage.
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):
F DWR V Corps
2d. If yes, which mitigation option(s) will be used for this project?
r- Mitigation bank W Payment to in -lieu fee program r- Permittee Responsible Mitigation
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
V Yes
4b. Stream mitigation requested:
(linear feet)
0
4c. If using stream mitigation, what is the stream temperature:
4d. Buffer mitigation requested (DWR only):
(square feet)
18,243
4e. Riparian wetland mitigation requested:
(acres)
0.23
4f. Non -riparian wetland mitigation requested:
(acres)
0
4g. Coastal (tidal) wetland mitigation requested:
(acres)
0
4h. Comments
Refer to Table C.2. Wetland Impacts (forested wetlands in permanent maintenance) and C.6. Buffer Impacts in
PCN Application Tables PDF
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
*** Recent changes to the stormwater rules have required updates to this section .***
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?
f• Yes r No
1b. All buffer impacts and high ground impacts require diffuse flow or other form of stormwater treatment. If the project is subject to a
state implemented riparian buffer protection program, include a plan that fully documents how diffuse flow will be maintained.
All Stormwater Control Measures (SCM)s must be designed in accordance with the NC Stormwater Design Manual. Associated
supplement forms and other documentation shall be provided.
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
(check all that apply)
For a list of options to meet the diffuse flow requirements, click here.
Diff us Flow Documentation

Click the upload button or drag and drop files here to attach document
File type must be FDF
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?
f Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?*
r Yes
f No
To lookup low density requirement click here 15A NCAC 02H.1003(2)
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
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 by the State Clearing House? (If so, attach a copy of the
NEPA or SEPAfinal approval letter.)*
r Yes r No
NEPA or SEPA Final Approval Letter
Click the upload button or drag and drop files here to attach document
Eastern Area Sewerlmprovements FONSI.pdf 699.81 KB
FILE TYFE MJST BE FDF
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
2b. Is this an after -the -fact permit application?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact
nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
Development within the service area is anticipated, however numerous mitigation measures are in place to protect
water quality. The potential impacts of future development were described in the November 2013 EA for this
project, as well as the EA for the TZ Osborne Water Reclamation Facility. A complete analysis of the multiple
federal, state, and local ordinances that are implemented in the service area was provided in the TZ Osborne
WRF EA and FONSI.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A

4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the
proposed project. If the wastewater will be treated at a treatment plant, list the capacity available at that plant.
Treatment will occur at the T.Z.Osborne Water Reclamation Facility (TZO WRF). The facility is rated for 40 MGD
With an average daily influent flow of 20 MGD. The Young's Mill Outfall (YMO) project will generate no additional
flow to the TZO WRF initially, since the YMO is simply replacing a pump station. However, year 2050 average flows
from YMO are expected to approach 5 MGD. The TZO WRF is also expected to be expanded before Y2050.
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?*
f 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?
f• Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS Website http://www.Ns.gov/raleigh/species/cntylist/guilford.html, for Guilford County.
North Carolina Natural Heritage Program GIS data, and on-site habitat review and surveys for small whorled
pogonia.
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 EFH mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
Link to the State Historic Preservation Office Historic Properties Map (does not include archaeological data: http://gis.ncdcr.gov/hpoweb/
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 (e.g., National Historic Trust designation or properties significant in North Carolina history and archaeology)?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
SHPO GIS database & consultation with SHPO. SHPO concurrence on the project is attached.
7c. Historic or Prehistoric Information Upload
nick the upload button or drag and drop files here to attach docurrent
SHPO_111913.pdf 119.95KB
File must be FDF
8. Flood Zone Designation (Corps Requirement)
Link to the FEMA Floodplain Maps: https:Hmsc.fema.gov/portal/search
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:

Upon completion of the installation of the gravity sewer line, the project corridor will be returned to its original
grade, therefore, no decrease in floodplain capacity will occur from the proposed project. A CLOMR has been
developed, see attached document for both City and Unincorporated Areas under Miscellaneous
8c. What source(s) did you use to make the floodplain determination?*
2012 FEMA Map
Miscellaneous
Miscellaneous attachments not previously requested.
Click the upload button or drag and drop files here to attach docurrent
You ngsMill_Fig_1_Vicinity_041814.pdf
337.99KB
CLOMR City and Unincorporated Areas.pdf
154.2KB
Cover Letter DWR.pdf
472.87KB
Cover Letter USACE.pdf
465.11 KB
File mast be RDF or KNE
Signature
IJ 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:*
David Hamilton
Signature
Initial Review
Is this project a public transportation project?*(?)
f Yes r No
Change only ff needed.
Has this project met the requirements for acceptance in to the review process?*
f• Yes
f No
BIMS # Assigned *
20140540
Version#*
2
Reviewing Office*
Winston-Salem Regional Office - [phone]
Select Project Reviewer*
Sue Homewood:eads\slhomewood
Is a payment required for this project?*

r No payment required
r Fee received
r Fee needed - send electronic notification
What amout is owed?*
f $240.00
r $570.00

ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
RECEIVEC
NOV 0 2 2012
RALEIGH REGULATORY
FIELD OFFICE
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): `1!0I t0t`1
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD
Mike Borchers, P.E.
City of Greensboro
2602 South Elm -Eugene Street
Greensboro, NC 27406
336-373-2494
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: S tri -J- 13 -01574
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION: The
City of Greensboro provides sanitary sewer service to the Eastern Area, which
extends along 1-85 and 11-40 from the US -421 interchange to the limit of the City's
annexation agreement with Burlington, North Carolina. This project would involve
the construction of new sewer lines from the Rock Creek, Stewart Mill, and
Youngs Mill Service Areas to the T.Z Osborne Water Reclamation Facility (Figure
1).
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State:NC County/parish/borough: Guilford City: Greensboro
Center coordinates of site (lat/long in degree decimal format): Lat. See
tables° Pick List, Long. See tables' Pick List.
Universal Transverse Mercator:
Name of nearest waterbody: Little Alamance Creek/South Buffalo Creek
Identify (estimate) amount of waters in the review area:
Non -wetland waters: linear feet: 10,400 (ft) and/or acres.
Cowardin Class: Upper Perennial
Stream Flow: Perennial/Intermittent
Wetlands: 2.9 acres.
Cowardin Class: PFO/PSS
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:

Non -Tidal:
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
Field Determination. Date(s): lz /I�IZQ/L
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to
request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre -construction notification" (PCN), or requests verification for a non -reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
2

C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "maybe" waters of the United States on the
subiect project site, and identifies all aquatic features on the Site that could be
affected by the proposed activity, based on the following information:
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant: Carolina Ecosystems Inc.
® Data sheets prepared/submitted by or on behalf of the
applicant/consultant.
ET -Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
® U.S. Geological Survey Hydrologic Atlas: 2010 NHD Data.
Z USGS NHD data.
® USGS 8 and 12 digit HUC maps.
Z U.S. Geological Survey map(s). Cite scale & quad name: 21+,000
Gibsonville 1970, McLeansville 1977
® USDA Natural Resources Conservation Service Soil Survey. Citation:
Guilford County Soil Survey 1977.
® National wetlands inventory map(s). Cite name: Gibsonville,
McLeansville.
❑ State/Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodetic Vertical Datum
of 1929)
® Photographs: ® Aerial (Name & Date): 2010 NAIP.
or ❑ Other (Name & Date):
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.

Signature and date of
Regulatory Project Manager
(REQUIRED)
k flaul-Ah Iq
Signature andf f
person request g preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

N
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RECEIVED
NOV 0 2 2012
RALEIGH REGULATORY
FIELD OFFICE

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Page 8 of 10
PCN Form – Version 1.4 January 2009
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
within one of the NC Riparian Buffer Protection Rules? Yes No
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No
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
No diffuse plan included since there is a negligible change to the impervious area during construction.
Manholes will account for less than 0.01% impervious area increase. Stormwater outfalls will not be
constructed as part of this project and flow will be diffused through the forested areas adjacent to the
sewer corridor.
0.01
Minimal impervious area is proposed. General Certification 3884 does not require a SMP.
U.S.ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
COPY+
Action Id. SAW -2013-01519 County: Guilford U.S.G.S. Quad: NC-MCLEANSVILLE
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATIOlVace) d
Applicant: City of Greensboro Agent: ARCADIS AUG 2 9 2014
attn: Melinda King attn: David A. Hamilton
Address: 2602 South Elm -Eugene Street Address: 1 Centerview Drive, Suite 208 = *
Greensboro, NC 27406 Greensboro, NC 27407
Size (acres) —26 Nearest Town Greensboro
Nearest Waterway Little Alamance Creek River Basin Haw. North Carolina.
USGS HUC 3030002 Coordinates 36.060890 N, -79.667902 W
Location description: The project is an approximately 40 foot wide sewer corridor located along Little Alamance Creek from
approximately 360 feet east of AT&T Drive (36.056604 N, 79.641211 W) southwest to the Youngs Mill Lift Station near the
intersection of Youngs Mill Road and the I-85 bypass (36.035434 N, 79.695126 W), near Greensboro, North Carolina
Description of projects area and activity: Construct approximately 11,200 feet of 42" and 11,870 feet of 36" gravity sewer line
between the existing Youngs Mill Lift Station and the new Stewart Mill Lift Station, including sixteen (16) distinct crossings
roiects
1) Crossing 1 (Wetland Impact Wi and Stream Impacts S2a a -b) requires the permanent discharge of fill material into 41
linear feet (0.03 acre) of stream channel and the temporary discharge of dredged material into 21 linear feet (0.01 acre) of
stream channel and 0.127 acre of wetlands including 0.006 acre of permanent conversion from forested to herbaceous
wetland for construction dewatering and pier removal, channel stabilization, and sewer installation including permanent
maintenance corridor.
2) Crossing 2 (Stream Impact S3) requires the permanent discharge of fill material into 50 linear feet (0.05 acre) of stream
channel for sewer installation and channel stabilization.
3) Crossing 3 (Stream Impact S5a-b) requires the permanent discharge of fill material into 82 linear feet (0.07 acre) of
stream charnel for sewer installation and channel stabilization.
4) Crossing 4 (Wetland Impact W7 and Stream impacts S8 and S9) requires the permanent discharge of fill material into 88
linear feet (0.07 acre) of stream channel and the temporary discharge of dredged material into 0.01 acre of wetlands
including 0.004 acre of permanent conversion from forested to herbaceous wetland for channel stabilization and sewer
installation including permanent maintenance corridor.
5) Crossing 5 (Stream Impact S11) requires the permanent discharge of fill material into 58 linear feet (0.01 acre) of stream
charnel for sewer installation and channel stabilization.
6) Crossing 6 (Stream Impact S12) requires the permanent discharge of fill material into 51 linear feet (0.03 acre) of stream
channel for sewer installation and channel stabilization.
7) Crossing 7 (Wetland Impact W13) requires the temporary discharge of dredged material into 0.009 acre of wetlands
including 0.002 acre of permanent conversion from forested to herbaceous wetland for sewer installation including
permanent maintenance corridor.
8) Crossing 8 (Wetland Impacts W14a-b) requires the temporary discharge of dredged material into 0.157 acre of wetlands
including 0.054 acre of permanent conversion from forested to herbaceous wetland for sewer installation including
permanent maintenance corridor.
9) Crossing 9 (Stream Impact S15) requires the permanent discharge_of fill material into 40 linear feet (0.04 acre) of stream
channel for sewer installation and channel stabilization.
10) Crossing 10 (Wetland Impacts W16 and W 17 and Stream Impacts S16 and S17) requires the nermanent discharge of fill
material into 115 linear feet (0.02 acre) of stream channel and the temporary discharge of dredged material into 0.30 acre
of wetlands including 0.008 acre of permanent conversion from forested to herbaceous wetland for channel stabilization
and sewer installation including permanent maintenance corridor.
11) Crossing 11 (Wetland Impact W18) requires the temporary discharge of dredged material into 0.012 acre of wetlands
including 0.005 acre of permanent conversion from forested to herbaceous wetland for sewer installation including
ermanent maintenance corridor.
Page 1 of 2

12) Crossing 12 (Wetland Impact W20) requires the temporary discharge of dredged material into 0.133 acre of wetlands
4_k-, ineluding 0.063 `aere`of`peemanent conversion from forested to herbaceous wetland for sewer installation including
permanent maintenance corridor.
13) Crossing 13 (Wetland Impact W22) requires the temporary discharge of dredged material into 0.066 acre o: wetlands
including 0.009 acre of permanent conversion from forested to herbaceous wetland for sewer installation including
permanent maintenance corridor.
14) Crossing 14 (Wetland Impacts W22 -1a, W22 -1b, W22-2, and W22-3) requires the permanent disc: arse of fill material
into 0.0001 acre of wetlands and the temporary discharge of dredged material into 0.795 acre of wetlands including 0.104
acre of permanent conversion from forested to herbaceous wetland for manhole installation, and sewer installation
including permanent maintenance corridor.
15) Crossing 15 (Stream Impact S23) requires the permanent discharge of Pili material into 36 linear feet (0.02 acre) of stream
channel for sewer installation and channel stabilization.
16) Crossing 16 (Stream Impact S24) requires the temporary discharge of fill material into 22 linear feet (0.03 acre) of stream
channel for construction dewatering and pier removal.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: PIWP 12 Utility Line Activities.
SEE ATTACHED RGP or NWrn GENERAL, REGIONAL ANIS SPECL4L CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 5/23/2014 (received 5/27/2014) and revised/updated
information received via email on 7/22/2014 and 7/30/2014. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order, a Class I administrative penalty, and/or
appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (LAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact David Dailey at 919-554-4884 ext 30 or David.E.Bailey2(i'i),usace.army.mil.
Corps Regulatory Official: -- Date: 08/20/2014
Expiration Date of Verification: 03/18/2017
Copy furnished:
Sue Homewood, NCDENR-DWR, 585 Waughtown Street, Winston-Salem, NC 27107
Phil May, Carolina Ecosystems, Inc., 3040 NC 42 West, Clayton, NC 27520

Special Conditions:
1. In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit authorization.
2. Temporary discharge of excavated or fill material into wetlands and waters of the United States will be
for the absolute minimum period of time necessary to accomplish the work. All authorized temporary
wetland impacts will be returned to pre -disturbance grade and contour, and re -vegetated as proposed in
the "Seeding Wetlands, Bankfull Natural Channels, and Natural Channel Buffers" detail on Sheet 32 of
the "Young's Mill Outfall, 2013-094, Project P05347" final design planset, included in your
revised/updated PCN information received via email on 7/22/2014 and 7/30/2014. To the maximum
extent practicable, in wetland areas where trenching is involved for pipe installation, wetland topsoil will
be segregated from the underlying subsoil, and the top 6 to 12 inches of the trench will be backfilled
with topsoil from the trench.
3. The permittee shall abide by all stipulations identified in the "Re: Greensboro Eastern Area Sewer
Improvements, DENR Project 1585, Guilford County, ER 13-0264" letter from the North Carolina State
Historic Preservation Office, dated November 15, 2013, copy attached, including:
a. At the conclusion of construction, all permanent sewer easements and temporary construction
easements on the Troxler's Mill property will be regraded to their pre -construction contours.
b. At the conclusion of construction, permanent sewer easements on the Troxler's Mill property
will be reseeded.
c. At the conclusion of construction, the temporary construction easements on the Troxler's Mill
property will be replanted with native tree species.
d. Any revisions or alterations of the sewer alignment or related easements within or adjacent to the
'r oxler's Mill property shall be submitted to the North Carolina State Historic Preservation
Office for review and comment.
r�
Corps Regulatory Official: "r=fes -��= Date: 08/20/2014
Expiration Date of Verification: 03/18/2017

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: City of Greensboro Action ID: SAW -2013-01519
Project Name: Eastern Area Sewer Improvements / Youngs Mill Outfall County: Guilford
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Ecosystem Enhancement Program (NCEEP), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to
ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed
copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation
Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur
in more than one 8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms
for each Sponsor and/Or HUC must be provided to tiie appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements (credits) shown below are available at
the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the
bank ledger and provide a copy of the signed form and the updated bank ledger to the Permittee, the USACE Project
Manager, and the Wilmington District Mitigation Office (see contact information on page 2). The Sponsor must also comply
with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8 -digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Impacts (linear feet) Wetland Impacts (acres)
Warm
Cool
Cold Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.26
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: 03030002., Cape Fear River Basin
Stream Mitigation (credits) Wetland Mitigation (credits)
Warm
CoolCold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.26
Mitigation Site Debited: NCEEP
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCEEP, list NCEEP. If the NCEEP
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCEEP), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Nam
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative Date of Signature
Page 1 of 2 Form Updated 23 October, 2013

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, mage 2
Conditions for Transfer of Compensatory Mitigation Credit:
Q Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by
the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of
permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE
administrative records for both the permit and the Bank/ILF instrument. it is the Permittee's responsibility to ensure
that the USACE Project Manager (address below) is provided with a signed copy of this form.
or If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and included in the USACE administrative records for both
the permit and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed below by the USACE Project Manager and by the mitigation Sponsor on Page 1. Once
signed, the Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the
USACE Project Manager at the address below, and 3) the Wilmington District Mitigation Office, Attn: Todd Tugwell,
11405 Falls of Neuse Road, Wake Forest, NC 27587 (email: todd. tugwell@usace. army. mil). Questions regarding this form
or any of the permit conditions may be directed to the USACE Project Manager below.
USACE Project Manager: David Bailey
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: David. E. [e-mail]
August 20, 2014 _
USACE Project Manager Signature Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at.h.ttp:Hribits.usace.army.mil.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the
Customer Satisfaction Survey located at our website at http://regulatory.usacesurvey.com/to complete the survey online.

North Carolina Department of Cultural Resources
State Historic Preservation Office
Ramona M. Banos, Administrator
Governor Pat McCrory
Secretary Susan Kluttz
November 15, 2013
Phil May
Carolina Ecosystems, Inc.
3040 NC Highway 42
Clayton, NC 27520
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Greensboro Eastern Area Sewer Improvements, DENR Project 1585, Guilford County, ER 13-0264
Dear Mr. May:
Thank you for your letter of November 5, 2013, following up our meeting of October 25, 2013, and
transmitting revised plans for the above project.
As you know, this project crosses the Troxler's Mill property, which was determined eligible for listing in the
National Register of Historic Places in 1991. We greatly appreciate the time and consideration you have given
to this historic property during the design process for the project. Given the avoidance and minimization
measures described iii your letter and shown iii the latest revisions, labeled "October 2013-SHP0 SubmittA"
we concur that if the following conditions are included in any permit issued by the US Army Corps of
Engineers for the project, the project as proposed will now have no adverse effect on historic properties:
i. At the conclusion of construction, all permanent sewer easements and temporary construction
easements on the Troxler's Mill property will be regraded to their pre -construction contours.
2. At the conclusion of construction, permanent sewer easements on the Troxler's Mill property will be
reseeded.
3. At the conclusion of construction, the temporary construction easements on the Troxler's NO property
will be replanted with native tree species.
4. Any revisions or alterations of the sewer alignment or related easements within or adjacent to the
Troxler's Mill property shall be submitted to the North Carolina State Historic Preservation Office for
review and comment.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
.Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Sence Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-807-6579 or renee.gledhill-
earlev a,ncdcr.gov. In all future communication concerning this project, please cite the above referenced
tracking number.
Sincerely,
',.'Ramona M. Bartos
a
cc: Melinda King, City of Creensboro, [e-mail]
Jackie Roddy, NC DENR, [e-mail]
David Hamilton, Arcadis, [e-mail]
Andy Larrick, Davis -Martin -Powell, [e-mail]
Mike Cowbig, Greensboro HPC, [e-mail]
Les Eger, Guilford County Joint HPC, [e-mail]

Determination of Jurisdiction:
A. ® Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ❑ There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW -
Basis For Determination: The project area exhibits water bodies with ordinary high water and wetland criteria Ps defined in
the applicable regional supplement to the 1987 wetland delineation manual. The water bodies on the site are listed on the
"Jurisdictional Determination Eastern Area Sewer Improvements Table(s) 1 (Streams) and 2 (Wetlands)" included in your
"Request for Preliminary Jurisdictional Determination" package dated 10/31/2012 (received 11/2/2012). This determination is
based on a field verification by Andy Williams (USAGE) on 12/18/2012.
Remarks:
The wetlands and other Waters of the US in the reviewed corridor were flagged by Carolina Ecosystems, Inc. and are
approximated on Figure 4A -C of your "Request for Preliminary Jurisdictional Determination" package dated 10/31/2012
received 11/2/2012) as well as shown on Sheets 8-29 of the "Young's Mill Outfall, 2013-094, Project P05347" final design
planset, included in your revised/updated PCN information received via email on 7/22/2014 and 7/30/2014.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B
and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by N/A.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official:
David E. Bailey
Date of JD: 8/20/2014
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so,
please complete our customer Satisfaction Survey online at http://regulatory.usacesurvey.com/.

NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL t
Applicant: City off Greensboro File Number: SAIN-2013-1 mor r-/4 Date: 08/20/2014
Attached is: See Section below
❑_ INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
❑ PROFFERED PERMIT (Standard Permit or Letter of permission) B
❑ PERMIT DENIAL C
' ❑ APPROVED JURISDICTIONAL DETERMINATION D
PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION ION 1- -The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or htip:/"/Nv,.,v-,A-.usac-c.arrny.mil,"Mi:;sions/CivilWorks/Re.gu ato1yProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
• OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit.in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) riot modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit
o ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit.
6D APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED J-URISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information.
® ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
o APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section 1I of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.

E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record ofthe appeal conference or meeting, antld a1-1y supplemental infor���ation that the review officer has u, tern med is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
If you only have questions regarding the appeal process you may
appeal process you may contact:
also contact:
District Engineer, Wilmington Regulatory Division
Mr. Jason Steele, Administrative Appeal Review Officer
attn: David E. Bailey
Raleigh Regulatory Field Office
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
3331 heritage Trade Drive, Suite 105
60 Forsyth Street, Room 10M15
Wake Forest, North Carolina 27587
Atlanta, Georgia 30303-8801
Phone: [phone]
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15 day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
i'lim= r
Date: Tel'N�.�..., number:
Signature of appellant or agent.
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Raleigh Regulatory Field Office, attn: David Bailey, 3331 Heritage Trade
Drive, Suite 105, Wake Forest, North Carolina 27587
For Permit denials, Proffered Permits and approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Jason Steele, Administrative Appeal
Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: [phone]

Action ID Number: SAW -2013-01519 County: Guilford
Permittee: City of Greensboro (attu: Melinda King)
Project Name: Eastern Area Sewer Improvements / Youngs Mill Outfall
Date Verification Issued: 08/20/2014
Project Manager: David Bailey
pon completion of the actavity authorised by this permit and any mitigation fequrired by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
att :: David E. Bailey
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Fake Forest, North Carolina 27587
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

David A. Hamilton
Arcadis
1 Centerview Drive, Suite 208
Greensboro, NC 27406 Expiration of Acceptance: December 10, 2014
Project: Young's Mill Outfall County: Guilford
The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the table below. This
letter replaces the mitigation acceptance letter issued on June 09, 2014. Please note that this decision does not assure that
participation in the NCEEP will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of
the applicant to contact these agencies to determine if payment to the NCEEP will be approved. You must also comply with all other
state, federal or local government hermits, regulations or authorizations associated with the proposed activity including SL 2009-337:
An Act to Promote the Use of Compensatory Mitigation Banks as amended by
S.L. 2011-343.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permlt/40I Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In.
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you in your request to use the NCEEP, the impacts that may require compensatory mitigation are
summarized in the following table. The amount of mitigation required and assigned to NCEEP for this impact is determined by
permitt
ing agencies and may exceed the impact amounts shown below.
Upon receipt of payment, EEP will take responsibility for providing the compensatory
River
Basin
CU
Location
Stream (feet)
Wetlands (acres)
Buffer I
(Sq. Ft.)
Buffer II
(Sq. Ft)
Cold
Cool
Warm
Riparian
Non -Riparian
Coastal Marsh
JORDAN -HAW
Impact
Cape Fear
03030002
0
0
0
0.23
0
0
18,243
0
mitigation. The mitigation will be performed in
accordance with the N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee
Instrument dated July 28, 2010.
Thank you for your interest in the NCEEP. If you have any questions or need additional information, please contact Kelly Williams at
[phone].
Sincerely,
Jame . B Stanfill
Asset Management Supervisor
ce: Karen Higgins, NCDWQ Wetlands/401 Unit
Craig Brown, USAGE -Raleigh
Cherri Smith, NCDWQ-
Walter Cole, agent
R"to File .. E .. roect � w Stag ©�R
a g NCDENR PtO
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-707-8976 / www.nceep.net

GF
GF
GF
GF
GF
GF
GF
GF
L ittle A lam ance C reekLittle Alamance Creek
Stewart MillLift Station
Youngs MillLift Station
§¨¦85
McConnell Rd
§¨¦40§¨¦85
Mt Hope Church RdE Lee St
§¨¦85
Millpoint RdBurlington Rd
Youngs Mill RdKeesee RdThacker Dairy Rd
§¨¦840
Alamance Church Rd
Cook-Stewart RdClapp Farms RdVillage RdWard RdBirch Creek RdClovelly Dr
Causey Lake RdNelson Farm RdBrookhaven Mill RdBlue Lantern Rd
Wiley Lewis RdBloomfield RdEastcrest RdS h o ffn er R d
Wild Turkey Rd AT & T DrRockhurst DrStewart-Hutchens RdPresbyterian RdAndrew Farms RdJ F H Dairy RdWilsonwood Rd
S
o
u
t
h
e
a
s
t
S
c
h
o
o
l Rd Andrews Dairy Rd£¤70
B o w ie R d
§¨¦40
Mt Hope Church Rd
Beaver CreekSouth Buffalo CreekLynwood LakeHack
e
t
t
Lak
e
Greensboro
SedaliaGreensboro
BeaverCreekFigure 1: Vicinity MapYoungs Mill OutfallData Sources:City of Greensboro - Service Areas 2012, Existing Sewer Lines, Annex Agreement Line; Guilford County Parcels 2012; NCDOT Roads 2012; NCDOT Municipalities 2011; NCDWQ Streams and selected UTs 2011; USGS NHD Major Water Bodies 2010/0 0.5 10.25 Miles
Proposed Sewer Line
GF Proposed Lift Station
GF Existing Lift Stations
State Route
Interstate
US Hwy
Streams
Major Water Bodies Date: May 2014
GF
GF
Site 23
Site 22
Site 21 Site 20 Site 19 Site 18
Site 17 Site 16
Site 15
Site 14
Site 13
Site 12 Site 11
Site 10
Site 9
Site 8
Site 7 Site 6 Site 5
Site 4Site 3
Site 2
Site 1
Stewa rt M illLift Station
Data Sources:City of Greensboro - Service Areas 2012;NCDOT seamless 24,000 scale USGS Quadrangles - McLeansville 1977Youngs Mill OutfallFigure 2: USGSDate: May 2014/0 1,50 0 3,00 0750Fee t
Pr oposed Sewer Line
GF Pr oposed Lift Station
GF Existing Lift Stations
Yo ungs M illLift Station
Site 12
Site 11
Site 10
Site 9
Site 8
Site 7
Site 6 Site 5
Site 4
Site 3
Site 2
Site 1
Figure 3b
Figure 3a
§¨¦85
§¨¦40 §¨¦85§¨¦40
/0 0.5Miles
Youngs Mill Outfall
/0 600 1,20 0300Feet
Propo sed Sewer Line Figure3a: NRCSYoungs Mill OutfallData Sources:Guilford County NRCS Soil Survey Sheets 29 and 35Date: May 2014
Site 23
Site 22
Site 21
Site 20
Site 19
Site 18
Site 17
Site 16
Site 15
Site 14
Site 13 Figure3b: NRCSYoungs Mill OutfallData Sources:Guilford County NRCS Soil Survey Sheets 29 and 35Figure 3b
Figure 3a
§¨¦85
§¨¦40 §¨¦85§¨¦40
/0 0.5Miles
Youngs Mill Outfall
/0 600 1,20 0300Feet
Propo sed Sewer Line Date: May 2014
GF
Site 12
Site 11
Site 10
Site 9
Site 8
Site 7
Site 6 Site 5
Site 4
Site 3
Site 2
Site 1
Stewart MillLift Station
GF
Figure 4b
Figure 4a
§¨¦85
§¨¦40 §¨¦85§¨¦40
/0 0.5Miles
Youngs Mill Outfall
L ittleA lamanceC reekBeaverC r e ek BeaverCreekFigure4a: Impact LocationsYoungs Mill OutfallData Sources:City of Greensboro - Service Areas 2012; NCDOT Roads 2012; Field Assessed Wetlands 2012; Streams from Photogrammetric Analysis and Field Verification 2012; NAIP Aerial 2012/0 600 1,20 0300Feet Date: May 2014Prop osed Sewer Line
GF Prop osed Lift Station
Fie ld Assessed Wetland s
Fie ld Assessed Stre ams
Site #Impact #Station #EA Crossing #Delineation ID1W-1 13+50 to 16+00 X-21 WR2S-2, B-2 16+50 to 18+00 X-20 Little Alama nce Creek3S-3, B-3 28+50 to 30+00 X-19 Little Alama nce Creek4B-4 33+00 to 35+00 --5 S-5, B-5 40+00 to 42+00 X-18 Little Alama nce Creek6B-6 56+00 to 61+00 --7 W-7 64+00 to 64+50 X-17 WN8S-8, B-8 66+00 to 68+00 X-16 Little Alama nce Creek9S-9, B-9 69+00 to 70+50 X-15 Little Alama nce Creek10B-10a , B-10b, B-10c 77+00 to 86+50 --11 S-11, B-11 102+50 to 103+50 X-14 SD12S-12, B-12 109+50 to 111+00 X-13 Little Alama nce Creek
GF
Site 23
Site 22
Site 21
Site 20 Site 19 Site 18
Site 17 Site 16
Site 15
Site 14
Site 13
Youngs MillLift StationTo be Abandoned LittleAlam a n ce Creek
GF
Figure 4b
Figure 4a
§¨¦85
§¨¦40 §¨¦85§¨¦40
/0 0.5Miles
Youngs Mill Outfall
/0 600 1,20 0300Feet
Prop osed Sewer Line
GF Prop osed Lift Statio n
GF Ex isting Lift Statio ns
Field Asse ssed Wetland s
Field Asse ssed Streams
Site #Impac t #Station #EA Crossing #De lineation ID13W-13, B-13a , B-13b 119+00 to 124+50 X-12 WH14W-14a , W-14b, B-14 126+00 to 133+00 X-11 WJ, WI15S-15, B-15 135+50 to 137+00 X-10 Little Ala ma nce Cree k16S-16, W-16, B-16 142+50 to 145+00 X-09 SB, WZZ17S-17, W-17, B-17 146+50 to149+00 X-08 SA, WZZ18W-18 152+50 to 153+00 X-07 WZY19B-19a, B-19b, B-19c, B-19d 159+50 to 175+00 --20 W-20, B20 181+00 to 187+50 X-06 WG21W-21, B-21 197+00 to 201+50 X-04 WE22W-22a , W-22b, B-22 204+50 to 218+50 X-03, X-02 SH, WA, WB23S-23, B-23a, B-23b 225+50 to 231+00 X-01 Little Ala ma nce Cree k BeaverCreekFigure4b: Impact LocationsYoungs Mill OutfallData Sources:City of Greensboro - Service Areas 2012; NCDOT Roads 2012; Field Assessed Wetlands 2012; Streams from Photogrammetric Analysis and Field Verification 2012; NAIP Aerial 2012Date: May 2014
AMA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Melinda King
City of Greensboro Water Resources Department
2602 S. Elm -Eugene St.
Greensboro, NC 27406
Project: Young's Mill Outfall
County: Guilford
USACE#: 2013-01519
WQ permit#: 14-0540
EEP #: 23629
Amount Paid: $54,023.15
Check Number: 328316
Michael Ellison, Director
Ecosystem Enhancement Program
RECEIPT
September 25, 2014
John E. Skvarla, III
Secretary
The North Carolina Ecosystem Enhancement Program (NCEEP) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404/LAMA Permit(s) issued for the above -
referenced project. This receipt serves as notification that your compensatory mitigation requirements assigned to NCEEP associated
with the authorized activity as specified below have been satisfied. You must also comply with all other conditions of this
certification and any other state, federal or local government permits or authorization associated with this activity including SL 2009-
337, An Act to Promote the Use of Compensatory Mitigation Banks, as amended by S.L. 2011-343.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements indicated below associated with the project permit and agrees to provide the compensatory mitigation as specified in the
permit. Mitigation responsibility assigned to the NCEEP is nontransferable. The mitigation will be performed in accordance with the
N.C. Department of Environment and Natural Resources' Ecosystem Enhancement Program In -Lieu Fee Instrument dated July 28,
2010.
River Basin
Stream Credits
Wetland Credits
Buffer 1& II
HUC
(linear feet)
(acres)
(Sq. Ft.)
Cold
Cool
Warm Riparian
Non -Riparian
Coastal Marsh
HAW
Cape Fear
0
0
0 0.26
0
0
18,243
03030002
Refunds of payments made to NCEEP are only approved under certain conditions. All refund requests must be submitted in
accordance with EEP's refund policy at www.nceep.net. If you have any questions or need additional information, please contact
Kelly Williams at [phone].
Sincerely,
i
I I is n
Directo
cc: Sue Homewood, NCDWR Winston-Salem
David Bailey, USACE- Raleigh; Todd Tugwell, USACE-Raleigh
David Hamilton, agent
1652 Mail Service Center, Raleigh, North Carolina 27699-1652
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer- Made in part by recycled paper

Issue Date: August 31, 2016 Case No.: 16-04-0450R CLOMR-APP
NO.: 3710789300J
NO.: 3710880300J
NO.: 3710881400J
NO.: 3710881300J
NO.: 3710880400J
16-04-0450R 104
CONDITIONAL LETTER OF MAP REVISION
COMMUNITY
COMMENT DOCUMENT
PROPOSED PROJECT DESCRIPTION BASIS OF CONDITIONAL REQUEST
COMMUNITY NO.: 370111
Floodway
Proposed Flooding
Washington, D.C. 20472
Federal Emergency Management Agency
SEWER SYSTEMGuilford County
North Carolina
(Unincorporated Areas)
HYDRAULIC ANALYSIS
UPDATED TOPOGRAPHIC DATA
FLOODWAY
FLOODING SOURCE(S) AND REACH DESCRIPTION
PROPOSED PROJECT DESCRIPTION
IDENTIFIER NC-16-491 - Proposed Young's Mill Sanitary Sewer Outfall at
North Little Alamance Creek (Stream No. 72)
APPROXIMATE LATITUDE & LONGITUDE: 36.043, -79.666
SOURCE: Google Earth DATUM: NAD 83
AFFECTED MAP PANELS
TYPE: FIRM** FIRM - Flood Insurance Rate Map
TYPE: FIRM*
DATE: 6/18/2007
DATE: 6/18/2007
DATE: 6/18/2007TYPE: FIRM*
Increases
North Little Alamance Creek (Stream No. 72) – From approximately 1,600 feet upstream of Village Drive to approximately 300 feet upstream of Youngs Mill Road
North Little Alamance Creek (Stream No. 72)
DecreasesFlooding Source
North Little Alamance Creek (Stream No. 72) Zone AEZone AE
BFEs*
Flooding Source
Effective Flooding
YesYesFloodway
* BFEs - Base (1-percent-annual-chance) Flood Elevations
COMMENT
This document provides the Federal Emergency Management Agency’s (FEMA’s) comment regarding a request for a CLOMR for the project described above. This
document is not a final determination; it only provides our comment on the proposed project in relation to the flood hazard information shown on the effective
National Flood Insurance Program (NFIP) map. We reviewed the submitted data and the data used to prepare the effective flood hazard information for your
community and determined that the proposed project meets the minimum floodplain management criteria of the NFIP. Your community is responsible for approving
all floodplain development and for ensuring that all permits required by Federal or State/Commonwealth law have been received. State/Commonwealth, county, and
community officials, based on their knowledge of local conditions and in the interest of safety, may set higher standards for construction in the Special Flood Hazard
Area (SFHA), the area subject to inundation by the base flood). If the State/Commonwealth, county, or community has adopted more restrictive or comprehensive
floodplain management criteria, these criteria take precedence over the minimum NFIP criteria.
This comment is based on the flood data presently available. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX) toll
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Additional Information
about the NFIP is available on the FEMA website at http://www.fema.gov/business/nfip.
Patrick "Rick" F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration
Yes
Yes
A proposed gravity sewer main, including 26 above-ground concrete
manholes and a cleared utility easement, will meander along 4.5 miles of
North Little Alamance Creek from Young’s Mill Road downstream to the west
side of Stewart Mill Road.
SUMMARY OF IMPACTS TO FLOOD HAZARD DATA
BFEs*
Yes
Yes
DATE: 6/18/2007
DATE: 6/18/2007TYPE: FIRM*
TYPE: FIRM*
Page 1 of 6
Proposed Project Location of Proposed Project
Sewer System
CLOMR-APP
NO.: 3710789300J
NO.: 3710880300J
NO.: 3710881300J
NO.: 3710881400J
This comment is based on the flood data presently available. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX) toll
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Additional Information
about the NFIP is available on the FEMA website at http://www.fema.gov/business/nfip.
Patrick "Rick" F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration
16-04-0450R 104
CID Number: 375351 Name: City of Greensboro, NC
TYPE: FIRM*
TYPE: FIRM*
TYPE: FIRM*
Page 2 of 6 Issue Date: August 31, 2016 Case No.: 16-04-0450R
Federal Emergency Management Agency
Washington, D.C. 20472
TYPE: FIRM* DATE: 5/18/2009
* FIRM - Flood Insurance Rate Map
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
OTHER COMMUNITIES AFFECTED BY THIS CONDITIONAL REQUEST
DATE: 5/18/2009
AFFECTED MAP PANELS
DATE: 5/18/2009
DATE: 6/18/2007
CLOMR-APP
BFE Comparison Table
Existing vs.
Effective
Proposed vs.
Existing
Maximum increase
Maximum decrease
Proposed vs.
Effective
This comment is based on the flood data presently available. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX) toll
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Additional Information
about the NFIP is available on the FEMA website at http://www.fema.gov/business/nfip.
Maximum increase
Maximum decrease
2.4
0.1
0.8
Approximately 100 feet upstream of Brookhaven Mill Road
COMMUNITY INFORMATION
Patrick "Rick" F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration
16-04-0450R 104
Maximum increase
Maximum decrease
Flooding Source: North Little Alamance
Creek (Stream No. 72)
COMMENT DOCUMENT (CONTINUED)
2.5
2.6
Location of maximum change
Approximately 200 feet upstream of Brookhaven Mill Road
Approximately 1,200 feet downstream of Youngs Mill Road
Approximately 2,800 feet downstream of Millstream Road
Approximately 200 feet upstream of Brookhaven Mill Road
Approximately 1,200 feet downstream of Youngs Mill Road
2.5
BFE Change (feet)
NFIP regulations Subparagraph 60.3(b)(7) requires communities to ensure that the flood-carrying capacity within the altered or relocated portion of any
watercourse is maintained. This provision is incorporated into your community’s existing floodplain management ordinances; therefore, responsibility for
maintenance of the altered or relocated watercourse, including any related appurtenances such as bridges, culverts, and other drainage structures, rests with
your community. We may request that your community submit a description and schedule of maintenance activities necessary to ensure this requirement.
To determine the changes in flood hazards that will be caused by the proposed project, we compared the hydraulic modeling reflecting the proposed project
(referred to as the proposed conditions model) to the hydraulic modeling used to prepare the Flood Insurance Study (FIS) (referred to as the effective
model). If the effective model does not provide enough detail to evaluate the effects of the proposed project, an existing conditions model must be
developed to provide this detail. This existing conditions model is then compared to the effective model and the proposed conditions model to differentiate
the increases or decreases in flood hazards caused by more detailed modeling from the increases or decreases in flood hazards that will be caused by the
proposed project.
The table below shows the changes in the BFEs:
Page 3 of 6 Issue Date: August 31, 2016 Case No.: 16-04-0450R
Federal Emergency Management Agency
Washington, D.C. 20472
CONDITIONAL LETTER OF MAP REVISION
CLOMR-APP Page 4 of 6 Issue Date: August 31, 2016 Case No.: 16-04-0450R
Federal Emergency Management Agency
Washington, D.C. 20472
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION (CONTINUED)
DATA REQUIRED FOR FOLLOW-UP LOMR
Upon completion of the project, your community must submit the data listed below and request that we make a final determination on
revising the effective FIRM and FIS report. If the project is built as proposed and the data below are received, a revision to the FIRM and
FIS report would be warranted.
• Detailed application and certification forms must be used for requesting final revisions to the maps. Therefore, when the map revision
request for the area covered by this letter is submitted, Form 1, entitled "Overview and Concurrence Form," must be included. A copy of
this form may be accessed at http://www.fema.gov/mt-2-application-forms-and-instructions.
• The detailed application and certification forms listed below may be required if as-built conditions differ from the proposed plans. If
required, please submit new forms, which may be accessed at http://www.fema.gov/mt-2-application-forms-and-instructions, or annotated
copies of the previously submitted forms showing the revised information.
Form 2, entitled “Riverine Hydrology and Hydraulics Form.” Hydraulic analyses for as-built conditions of the base flood must be
submitted with Form 2.
Form 3, entitled “Riverine Structures Form.”
• A certified topographic work map showing the revised and effective base floodplain boundaries. Please ensure that the revised
information ties in with the current effective information at the downstream and upstream ends of the revised reach.
• An annotated copy of the FIRM, at the scale of the effective FIRM, that shows the revised base floodplain boundary delineations shown
on the submitted work map and how they tie into the base floodplain boundary delineations shown on the current effective FIRM at the
downstream and upstream ends of the revised reach.
• As-built plans, certified by a registered Professional Engineer, of all proposed project elements.
• Documentation of the individual legal notices sent to property owners who will be affected by any widening or shifting of the base
floodplain and/or any BFE increases along North Little Alamance Creek (Stream No. 72).
This comment is based on the flood data presently available. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX) toll
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Additional Information
about the NFIP is available on the FEMA website at http://www.fema.gov/business/nfip.
Patrick "Rick" F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration 16-04-0450R 104
CLOMR-APP Page 5 of 6 Issue Date: August 31, 2016 Case No.: 16-04-0450R
Federal Emergency Management Agency
Washington, D.C. 20472
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION (CONTINUED)
DATA REQUIRED FOR FOLLOW-UP LOMR (continued)
• FEMA’s fee schedule for reviewing and processing requests for conditional and final modifications to published flood information and
maps may be accessed at https://www.fema.gov/forms-documents-and-software/flood-map-related-fees. The fee at the time of the map
revision submittal must be received before we can begin processing the request. Payment of this fee can be made through a check or
money order, made payable in U.S. funds to the National Flood Insurance Program, or by credit card (Visa or MasterCard only). Please
either forward the payment, along with the revision application, to the following address:
North Carolina MT-2 LOMC Depot
Attention: Steve Garrett
4218 Mail Service Center
Raleigh, NC 27699-4218
or submit the LOMR using the Online LOMC portal at: https://hazards.fema.gov/femaportal/onlinelomc/signin
After receiving appropriate documentation to show that the project has been completed, FEMA will initiate a revision to the FIRM and FIS
report. Because the flood hazard information (i.e., base flood elevations, base flood depths, SFHAs, zone designations, and/or regulatory
floodways) will change as a result of the project, a 90-day appeal period will be initiated for the revision, during which community
officials and interested persons may appeal the revised flood hazard information based on scientific or technical data.
This comment is based on the flood data presently available. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX) toll
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Additional Information
about the NFIP is available on the FEMA website at http://www.fema.gov/national-flood-insurance-program.
Patrick “Rick” F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration 16-04-0450R 104
CLOMR-APP Page 6 of 6 Issue Date: August 31, 2016 Case No.: 16-04-0450R
Federal Emergency Management Agency
Washington, D.C. 20472
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION (CONTINUED)
COMMUNITY REMINDERS
We have designated a Consultation Coordination Officer (CCO) to assist your community. The CCO will be the primary liaison between
your community and FEMA. For information regarding your CCO, please contact:
Mr. Jesse Munoz
Director, Mitigation Division
Federal Emergency Management Agency, Region IV
Koger Center - Rutgers Building, 3003 Chamblee Tucker Road
Atlanta, GA 30341
[phone]
This comment is based on the flood data presently available. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX)
toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Additional
Information about the NFIP is available on the FEMA website at http://www.fema.gov/business/nfip.
Patrick "Rick" F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration 16-04-0450R 104
Issue Date: August 31, 2016 Case No.: 16-04-0450R CLOMR-APP
NO.: 3710789300J
NO.: 3710880300J
NO.: 3710881400J
NO.: 3710881300J
16-04-0450R 104
CONDITIONAL LETTER OF MAP REVISION
COMMUNITY
COMMENT DOCUMENT
PROPOSED PROJECT DESCRIPTION BASIS OF CONDITIONAL REQUEST
COMMUNITY NO.: 375351
Floodway
Proposed Flooding
Washington, D.C. 20472
Federal Emergency Management Agency
SEWER SYSTEMCity of Greensboro
Guilford County
North Carolina
HYDRAULIC ANALYSIS
UPDATED TOPOGRAPHIC DATA
FLOODWAY
FLOODING SOURCE(S) AND REACH DESCRIPTION
PROPOSED PROJECT DESCRIPTION
IDENTIFIER NC-16-491 - Proposed Young's Mill Sanitary Sewer Outfall at
North Little Alamance Creek (Stream No. 72)
APPROXIMATE LATITUDE & LONGITUDE: 36.043, -79.666
SOURCE: Google Earth DATUM: NAD 83
AFFECTED MAP PANELS
TYPE: FIRM** FIRM - Flood Insurance Rate Map
TYPE: FIRM*
DATE: 6/18/2007
DATE: 6/18/2007
Increases
North Little Alamance Creek (Stream No. 72) – From approximately 1,600 feet upstream of Village Drive to approximately 300 feet upstream of Youngs Mill Road
North Little Alamance Creek (Stream No. 72)
DecreasesFlooding Source
North Little Alamance Creek (Stream No. 72) Zone AEZone AE
BFEs*
Flooding Source
Effective Flooding
YesYesFloodway
* BFEs - Base (1-percent-annual-chance) Flood Elevations
COMMENT
This document provides the Federal Emergency Management Agency’s (FEMA’s) comment regarding a request for a CLOMR for the project described above. This
document is not a final determination; it only provides our comment on the proposed project in relation to the flood hazard information shown on the effective
National Flood Insurance Program (NFIP) map. We reviewed the submitted data and the data used to prepare the effective flood hazard information for your
community and determined that the proposed project meets the minimum floodplain management criteria of the NFIP. Your community is responsible for approving
all floodplain development and for ensuring that all permits required by Federal or State/Commonwealth law have been received. State/Commonwealth, county, and
community officials, based on their knowledge of local conditions and in the interest of safety, may set higher standards for construction in the Special Flood Hazard
Area (SFHA), the area subject to inundation by the base flood). If the State/Commonwealth, county, or community has adopted more restrictive or comprehensive
floodplain management criteria, these criteria take precedence over the minimum NFIP criteria.
This comment is based on the flood data presently available. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX) toll
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Additional Information
about the NFIP is available on the FEMA website at http://www.fema.gov/business/nfip.
Patrick "Rick" F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration
Yes
Yes
A proposed gravity sewer main, including 26 above-ground concrete
manholes and a cleared utility easement, will meander along 4.5 miles of
North Little Alamance Creek from Young’s Mill Road downstream to the west
side of Stewart Mill Road.
SUMMARY OF IMPACTS TO FLOOD HAZARD DATA
BFEs*
Yes
Yes
DATE: 6/18/2007
DATE: 6/18/2007TYPE: FIRM*
TYPE: FIRM*
Page 1 of 6
Proposed Project Location of Proposed Project
Sewer System
CLOMR-APP
NO.: 3710789300J
NO.: 3710880300J
NO.: 3710881300J
NO.: 3710881400J
NO.: 3710880400J
This comment is based on the flood data presently available. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX) toll
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Additional Information
about the NFIP is available on the FEMA website at http://www.fema.gov/business/nfip.
Patrick "Rick" F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration
16-04-0450R 104
CID Number: 370111 Name: Unincorporated Areas of Guilford County, NC
TYPE: FIRM*
TYPE: FIRM*
TYPE: FIRM*
TYPE: FIRM* DATE: 5/18/2009
Page 2 of 6 Issue Date: August 31, 2016 Case No.: 16-04-0450R
Federal Emergency Management Agency
Washington, D.C. 20472
TYPE: FIRM* DATE: 5/18/2009
* FIRM - Flood Insurance Rate Map
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
OTHER COMMUNITIES AFFECTED BY THIS CONDITIONAL REQUEST
DATE: 5/18/2009
AFFECTED MAP PANELS
DATE: 5/18/2009
DATE: 6/18/2007
CLOMR-APP
BFE Comparison Table
Existing vs.
Effective
Proposed vs.
Existing
Maximum increase
Maximum decrease
Proposed vs.
Effective
This comment is based on the flood data presently available. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX) toll
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Additional Information
about the NFIP is available on the FEMA website at http://www.fema.gov/business/nfip.
Maximum increase
Maximum decrease
2.4
0.1
0.8
Approximately 100 feet upstream of Brookhaven Mill Road
COMMUNITY INFORMATION
Patrick "Rick" F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration
16-04-0450R 104
Maximum increase
Maximum decrease
Flooding Source: North Little Alamance
Creek (Stream No. 72)
COMMENT DOCUMENT (CONTINUED)
2.5
2.6
Location of maximum change
Approximately 200 feet upstream of Brookhaven Mill Road
Approximately 1,200 feet downstream of Youngs Mill Road
Approximately 2,800 feet downstream of Millstream Road
Approximately 200 feet upstream of Brookhaven Mill Road
Approximately 1,200 feet downstream of Youngs Mill Road
2.5
BFE Change (feet)
NFIP regulations Subparagraph 60.3(b)(7) requires communities to ensure that the flood-carrying capacity within the altered or relocated portion of any
watercourse is maintained. This provision is incorporated into your community’s existing floodplain management ordinances; therefore, responsibility for
maintenance of the altered or relocated watercourse, including any related appurtenances such as bridges, culverts, and other drainage structures, rests with
your community. We may request that your community submit a description and schedule of maintenance activities necessary to ensure this requirement.
To determine the changes in flood hazards that will be caused by the proposed project, we compared the hydraulic modeling reflecting the proposed project
(referred to as the proposed conditions model) to the hydraulic modeling used to prepare the Flood Insurance Study (FIS) (referred to as the effective
model). If the effective model does not provide enough detail to evaluate the effects of the proposed project, an existing conditions model must be
developed to provide this detail. This existing conditions model is then compared to the effective model and the proposed conditions model to differentiate
the increases or decreases in flood hazards caused by more detailed modeling from the increases or decreases in flood hazards that will be caused by the
proposed project.
The table below shows the changes in the BFEs:
Page 3 of 6 Issue Date: August 31, 2016 Case No.: 16-04-0450R
Federal Emergency Management Agency
Washington, D.C. 20472
CONDITIONAL LETTER OF MAP REVISION
CLOMR-APP Page 4 of 6 Issue Date: August 31, 2016 Case No.: 16-04-0450R
Federal Emergency Management Agency
Washington, D.C. 20472
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION (CONTINUED)
DATA REQUIRED FOR FOLLOW-UP LOMR
Upon completion of the project, your community must submit the data listed below and request that we make a final determination on
revising the effective FIRM and FIS report. If the project is built as proposed and the data below are received, a revision to the FIRM and
FIS report would be warranted.
• Detailed application and certification forms must be used for requesting final revisions to the maps. Therefore, when the map revision
request for the area covered by this letter is submitted, Form 1, entitled "Overview and Concurrence Form," must be included. A copy of
this form may be accessed at http://www.fema.gov/mt-2-application-forms-and-instructions.
• The detailed application and certification forms listed below may be required if as-built conditions differ from the proposed plans. If
required, please submit new forms, which may be accessed at http://www.fema.gov/mt-2-application-forms-and-instructions, or annotated
copies of the previously submitted forms showing the revised information.
Form 2, entitled “Riverine Hydrology and Hydraulics Form.” Hydraulic analyses for as-built conditions of the base flood must be
submitted with Form 2.
Form 3, entitled “Riverine Structures Form.”
• A certified topographic work map showing the revised and effective base floodplain boundaries. Please ensure that the revised
information ties in with the current effective information at the downstream and upstream ends of the revised reach.
• An annotated copy of the FIRM, at the scale of the effective FIRM, that shows the revised base floodplain boundary delineations shown
on the submitted work map and how they tie into the base floodplain boundary delineations shown on the current effective FIRM at the
downstream and upstream ends of the revised reach.
• As-built plans, certified by a registered Professional Engineer, of all proposed project elements.
• Documentation of the individual legal notices sent to property owners who will be affected by any widening or shifting of the base
floodplain and/or any BFE increases along North Little Alamance Creek (Stream No. 72).
This comment is based on the flood data presently available. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX) toll
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Additional Information
about the NFIP is available on the FEMA website at http://www.fema.gov/business/nfip.
Patrick "Rick" F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration 16-04-0450R 104
CLOMR-APP Page 5 of 6 Issue Date: August 31, 2016 Case No.: 16-04-0450R
Federal Emergency Management Agency
Washington, D.C. 20472
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION (CONTINUED)
DATA REQUIRED FOR FOLLOW-UP LOMR (continued)
• FEMA’s fee schedule for reviewing and processing requests for conditional and final modifications to published flood information and
maps may be accessed at https://www.fema.gov/forms-documents-and-software/flood-map-related-fees. The fee at the time of the map
revision submittal must be received before we can begin processing the request. Payment of this fee can be made through a check or
money order, made payable in U.S. funds to the National Flood Insurance Program, or by credit card (Visa or MasterCard only). Please
either forward the payment, along with the revision application, to the following address:
North Carolina MT-2 LOMC Depot
Attention: Steve Garrett
4218 Mail Service Center
Raleigh, NC 27699-4218
or submit the LOMR using the Online LOMC portal at: https://hazards.fema.gov/femaportal/onlinelomc/signin
After receiving appropriate documentation to show that the project has been completed, FEMA will initiate a revision to the FIRM and FIS
report. Because the flood hazard information (i.e., base flood elevations, base flood depths, SFHAs, zone designations, and/or regulatory
floodways) will change as a result of the project, a 90-day appeal period will be initiated for the revision, during which community
officials and interested persons may appeal the revised flood hazard information based on scientific or technical data.
This comment is based on the flood data presently available. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX) toll
free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Additional Information
about the NFIP is available on the FEMA website at http://www.fema.gov/national-flood-insurance-program.
Patrick “Rick” F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration 16-04-0450R 104
CLOMR-APP Page 6 of 6 Issue Date: August 31, 2016 Case No.: 16-04-0450R
Federal Emergency Management Agency
Washington, D.C. 20472
CONDITIONAL LETTER OF MAP REVISION
COMMENT DOCUMENT (CONTINUED)
COMMUNITY INFORMATION (CONTINUED)
COMMUNITY REMINDERS
We have designated a Consultation Coordination Officer (CCO) to assist your community. The CCO will be the primary liaison between
your community and FEMA. For information regarding your CCO, please contact:
Mr. Jesse Munoz
Director, Mitigation Division
Federal Emergency Management Agency, Region IV
Koger Center - Rutgers Building, 3003 Chamblee Tucker Road
Atlanta, GA 30341
[phone]
This comment is based on the flood data presently available. If you have any questions about this document, please contact the FEMA Map Information eXchange (FMIX)
toll free at 1-877-336-2627 (1-877-FEMA MAP) or by letter addressed to the LOMC Clearinghouse, 847 South Pickett Street, Alexandria, VA 22304-4605. Additional
Information about the NFIP is available on the FEMA website at http://www.fema.gov/business/nfip.
Patrick "Rick" F. Sacbibit, P.E., Branch Chief
Engineering Services Branch
Federal Insurance and Mitigation Administration 16-04-0450R 104
ARCADIS
for natural and
built assets
Water Quality Reviewer
NCDEQ, 401 & Buffer Permitting Unit
512 North Salisbury St.
Raleigh, NC 27604
Subject:
Greensboro, North Carolina
Young's Mill Outfall
PCN Application — Resubmittal (Original Permit DWQ#14-0540)
Dear Reviewer:
On behalf of the City of Greensboro we are pleased to submit the enclosed Pre -
Construction Notification (PCN) Form for the Young's Mill Outfall sewer extension
project. This application and supporting information is simultaneously being
provided to USACE.
The project includes the construction of the Young's Mill Outfall (YMO) which
includes 11,200 linear feet of 42" and 11,870 linear feet of 36" gravity sewer pipe
for the City of Greensboro. This will allow the City to abandon the existing
undersized Young's Mill Lift Station and allow for increased flow within the
system. The gravity sewer starts near the intersection of Young's Mill Road and
the 1-85 bypass then follows along the Little Alamance Creek. The sewer outfall
ends approximately 360 feet east of AT&T Drive where it will discharge into the
new Stewart Mill Lift Station (currently under construction).
This project was previously issued permits from USACE (SAW -2013-01519) and
DWR (DWQ# 14-0540). This electronic PCN submittal package includes the
following:
• EEP In -Lieu Mitigation Acceptance Letter and Payment Receipt
• Signed Agent Authorization form
• YMO Figures
o Figure 1 - Vicinity Map
o Figure 2 - USGS Map with Impact Locations
o Figure 3a & 3b - NRCS Map with Impact Locations
o Figure 4a &4b -Aerial Map with Impact Locations and Table
• Complete set of plans
Arcadis G&M of North Carolina,
Inc.
1 Centerview Drive
Suite 208
Greensboro
North Carolina 27407
Tel [phone]
Fax [phone]
WATER DIVISION
Date:
April 23, 2018
Comas:
David Hamilton
Phone:
336.443.2472
Ernall-
[e-mail]
Our ref:
GRGRN091.D001
ARCADIS G&M of North Carolina, Inc.
NC Engineering License # C-1869
NC Surveying License # C-1869
G:\PROJECT\Greensbom NC\Youngs Mill Outtall(GRGRN091.0001)\RegulatoMUSACOE&DWRWpproval Extension RequestlPCN Application Pkg- Resubmittal\Cover Page:
Letter- DWR.docx
1/2

Water Quality Reviewer
NCDEQ DWR
April 23, 2018
• Preliminary Jurisdictional Determination Form
• Original General Permit Verification from USACE
• Original Approval from DWR
• PCN Application Tables (C.2, C.3, and C.6)
• Eastern Area Sewer Improvements FONSI
• Letter from SHPO
We appreciate your assistance with this important project for the City of Greensboro and look forward to
your approval.
Sincerely,
Arcadis G&M of North Carolina, Inc.
4;oOkIL�--
David Hamilton, PE
Project Manager
Copies:
Jay Guffey, PE (City of Greensboro WR Dept.)
Andy Larrick, PE (DMP Inc.)
Enclosures
Attachments
1 Electronic PCN Application
LS CUM
G\PROJECT\Greeneboro NC\Voungs Wit Outtall(GRGRN091.DGD1)\Regulatory,USACOE&DWRApproval Extension Request\PCN Application Pkg- Resubmittal\Cover Page:
Letter - DWR.d= 2/2

ARCADIS for naturalbuilt
and
built assets
Reviewer
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Subject:
Greensboro, North Carolina
Young's Mill Outfall
PCN Application — Resubmittal (Original Permit #SAW -2013-01519)
Dear Reviewer:
On behalf of the City of Greensboro we are pleased to submit the enclosed Pre -
Construction Notification (PCN) Form for the Young's Mill Outfall sewer extension
project. This application and supporting information is simultaneously being
provided to NCDEQ-DWR.
The project includes the construction of the Young's Mill Outfall (YMO) which
includes 11,200 linear feet of 42" and 11,870 linear feet of 36" gravity sewer pipe
for the City of Greensboro. This will allow the City to abandon the existing
undersized Young's Mill Lift Station and allow for increased flow within the
system. The gravity sewer starts near the intersection of Young's Mill Road and
the 1-85 bypass then follows along the Little Alamance Creek. The sewer outfall
ends approximately 360 feet east of AT&T Drive where it will discharge into the
new Stewart Mill Lift Station (currently under construction).
This project was previously issued permits from USACE (SAW -2013-01519) and
DWR (DWQ# 14-0540). This electronic PCN submittal package includes the
following:
• EEP In -Lieu Mitigation Acceptance Letter and Payment Receipt
• Signed Agent Authorization form
• YMO Figures
o Figure 1 - Vicinity Map
o Figure 2 - USGS Map with Impact Locations
o Figure 3a & 3b - NRCS Map with Impact Locations
o Figure 4a & 4b -Aerial Map with Impact Locations and Table
• Complete set of plans
Arcadia G&M of North Carolina,
Inc.
1 Centerview Drive
Suite 208
Greensboro
North Carolina 27407
Tel [phone]
Fax [phone]
WATER DIVISION
Date:
April 23, 2018
Contact:
David Hamilton
Phone:
336.443.2472
Email:
[e-mail]
Our ref:
GRGRN091.D001
ARCADIS G&M of North Carolina, Inc.
NC Engineering License # C-1869
NC Surveying License # C-1869
GiPROJECTGreensboro NMYoungs MII Outfall(GRGRN091.DO01)1Regulatory\USACOE&DWRWpproval Extension Request\PCN Application Pkg - ResubmittaftCover Page:
Letter - USACE.docx 1/2

Reviewer
USACE
April 23, 2018
• Preliminary Jurisdictional Determination Form
• Original General Permit Verification from USACE
• Original Approval from DWR
• PCN Application Tables (C.2, C.3, and C.6)
• Eastern Area Sewer Improvements FONSI
• Letter from SHPO
We appreciate your assistance with this important project for the City of Greensboro and look forward to
your approval.
Sincerely,
Arcadis G&M of North Carolina, Inc.
David Hamilton, PE
Project Manager
coplas:
Jay Guffey, PE (City of Greensboro WR Dept.)
Andy Larrick, PE (DMP Inc.)
Enclosures:
Attachments
1 Electronic PCN Application
arcadis. com
G:\PROJECIRGreensbom NC\Voungs Mill Outfall(GRGRN091.D001)\RegulalorY\USACOE BDWR\Approv l FAi rasion RequesAIRCN Applimbim Pkg- Resubmittal\Cover Page:
Letter -USACE.eoa
v2

MEER
North Carolina Department of Environment and
Division of Water Resources
Pat McCrory Thomas A. Reeder
Governor Director
Natural Resources
FINDING OF NO SIGNIFICANT IMPACT (FONSI)
John E. Skvarla, III
Secretary
Eastern Area Sewer Improvements for City of Greensboro
Guilford County, North Carolina
The North Carolina Environmental Policy Act (G.S. § l 13A) requires that the Division of Water
Resources determine whether a proposed major agency action will significantly affect the environment.
The Eastern Area Sewer Improvements for City of Greensboro are such a major action. This project
involves the construction of the 13 MGD Stewart Mill Lift Station and upgrade of Rock Creek Lift
Station to 4.3 MGD in order to convey water from the eastern area of the City's service area to the T.Z.
Osborne Water Reclamation Facility. Construction will also include approximately 12,800 linear feet of
new 18 -inch force main (Rock Creek Force Main) discharging to the outfall leading to the Stewart Mill
Lift Station, 24,000 linear feet of 36 -inch and 42 -inch outfall along Little Alamance Creek discharging to
the Stewart Mill Lift Station, and 23,000 linear feet of 30 -inch force main (Stewart Mill Force Main)
tying to an existing outfall to the T.Z. Osborne Water Reclamation Facility. Specifics regarding project
location can be found in Figure 1 of the Environmental Assessment.
In order to determine whether the Eastern Area Sewer Improvements for City of Greensboro will cause
significant environmental impacts, an environmental assessment has been prepared. The environmental
assessment is attached. It contains detailed information on the key issues, including a detailed description
of the proposed project, and probable environmental impacts with proposed mitigations. The following is
a summary of the probable environmental impacts and associated mitigation activities:
The proposed project is expected to have little direct, secondary, or cumulative impact on land use, prime
farmland, public lands, and is not expected to introduce toxic substances. Temporary and future impact to
air quality and noise levels may occur, but will be addressed by the City through construction
requirements and odor controls as needed. The project will result in minimal impacts on topography,
soils, areas of archaeological or historical value, wetlands, water resources, forest resources, fish habitat,
and wildlife habitat. Mitigation for those impacts include sediment and erosion controls, compliance with
Clean Water Act Nationwide Permit conditions, following mitigation agreements specified within
correspondence with the State Historic Preservation Office, compensatory mitigation (if required) for
wetland impacts through payment to a private bank or in -lieu fee program, evaluation of boring methods
for stream crossings, and natural regeneration of temporarily cleared forest areas. Secondary and
cumulative impacts may result from private development within the service area. These impacts will be
mitigated through the City's comprehensive land development ordinance.
None of the above impacts are found to be significant due to mitigation activities. Thus, it has been
concluded that Eastern Area Sewer Improvements for City of Greensboro will not have a significant
adverse effect on the quality of the environment. No environmental impact statement (EIS) will be
Public Water Supply Section — Jessica C. Godreau, Chief
1634 Mail Service Center, Raleigh, North Carolina 27699-1634
Phone: [phone] FAX: [phone] Lab Form FAX: [phone] Internet: www,ncwater.org/pws/

Page 2 of 2
prepared and this FONSI completes the environmental review record. The FONSI and Environmental
Assessment shall be available for inspection and comment for 30 days at the State Clearinghouse.
Summary of FONSI for publication in the Environmental Bulletin: After completion of an environmental
assessment under G.S. 1 13A, a FONSI has been made in the case of Eastern Area Sewer Improvements
for City of Greensboro. Information supporting the need for the proposed project was reviewed, along
with relative impacts, other alternative approaches and mitigating measures.
homas . Reeder (Dat
Director', ivision of Water Resources

Table C.2. Wetland Impacts
Site #
Wetland Impact
Number
Approximate
Stations
2a. Permanent (P)
or Temporary (T)2b. Type of Impact 2c.Type of Wetland 2d. Forested
2e. Type of
Jurisdiction
2f. Areas of
Impact (acres)
Areas of Permanent
Maintenance Impact
(Acres)
Areas of Forested
Permanent Maintenance
Impact (Acres)
1 W1 13+50 to 16+00 T Excavation Bottomland Hardwood Forest Yes Corps 0.127 0.006 0.006
7 W7 64+00 to 64+50 T Excavation Floodplain Pool Yes Corps 0.010 0.004 0.004
13 W13 119+00 to 124+50 T Excavation Bottomland Hardwood Forest Yes Corps 0.009 0.002 0.002
14 W14a 126+00 to 133+00 T Excavation Bottomland Hardwood Forest Yes Corps 0.001 0.000 0.000
14 W14b 126+00 to 133+00 T Excavation Non-Tidal Freshwater Marsh Yes Corps 0.156 0.054 0.054
16 W16 142+50 to 145+00 T Excavation Bottomland Hardwood Forest Yes Corps 0.006 0.001 0.001
17 W17 146+50 to149+00 T Excavation Bottomland Hardwood Forest Yes Corps 0.024 0.007 0.007
18 W18 152+50 to 153+00 T Excavation Bottomland Hardwood Forest Yes Corps 0.012 0.005 0.005
20 W20 181+00 to 187+50 T Excavation Bottomland Hardwood Forest Yes Corps 0.133 0.063 0.063
21 W21 197+00 to 201+50 T Excavation Bottomland Hardwood Forest Yes Corps 0.066 0.009 0.009
22 W22a 204+50 to 218+50 T Excavation Bottomland Hardwood Forest Yes Corps 0.169 0.079 0.079
22 W22b 204+50 to 218+50 T Excavation Bottomland Hardwood Forest No Corps 0.632 0.284 0.000
1.35 0.51 0.23Total Wetland Impact:
Table C.3. Stream Impacts
Site #
Stream Impact
Number
Approximate
Stations
3a. Permanent (P)
or Temporary (T) 3b. Type of Impact 3c. Stream name
3d. Perennial
(PER) or
intermittent
(INT)?
3e. Type of
Jurisdiction
3f. Average
Stream width (ft)
3g. Impact Length
(linear ft)
2 S2 16+50 to 18+00 T Excavation
Little Alamance PER Corps 30 71
3 S3 28+50 to 30+00 T Excavation
Little Alamance PER Corps 42 50
5 S5 40+00 to 42+00 T Excavation
Little Alamance PER Corps 36 41
8 S8 66+00 to 68+00 T Excavation
Little Alamance PER Corps 35 46
9 S9 69+00 to 70+50 T Excavation
Little Alamance PER Corps 37 42
11 S11 102+50 to 103+50 T Excavation
Little Alamance Tributary PER Corps 8 58
12 S12 109+50 to 111+00 T Excavation
Little Alamance PER Corps 23 51
15 S15 135+50 to 137+00 T Excavation
Little Alamance PER Corps 48 40
16 S16 142+50 to 145+00 T Excavation
Little Alamance Tributary INT Corps 7 68
17 S17 146+50 to 149+00 T Excavation
Little Alamance Tributary PER Corps 10 47
23 S23 225+50 to 231+00 T Excavation
Little Alamance PER Corps 30 36
548Total Stream & Tributary Impact:
Table C.6. Buffer Impacts
Site #
Buffer Impact
Number
Approximate
Stations
6b.Permanent (P)
or Temporary (T)*
6c. Reason for
Impact 6d. Stream name
6e.Buffer
mitigation
required?
6f. Zone 1
Impact (sq. ft)
6g. Zone 2
Impact (sq. ft)
2 B2 16+50 to 18+00 T & P Utility Easement Little Alamance No 4,553 2,960
3 B3 28+50 to 30+00 T & P Utility Easement Little Alamance No 3,022 2,012
4 B4 33+00 to 35+00 T & P Utility Easement Little Alamance No 2,057
5 B5 40+00 to 42+00 T & P Utility Easement Little Alamance No 5,405 3,263
6 B6 56+00 to 61+00 T & P Utility Easement Little Alamance No 5,122
8 B8 66+00 to 68+00 T & P Utility Easement Little Alamance No 2,691 1,758
9 B9 69+00 to 70+50 T & P Utility Easement Little Alamance No 2,623 1,699
10 B10a 77+00 to 86+50 T & P Utility Easement Little Alamance No 649
10 B10b 77+00 to 86+50 T & P Utility Easement Little Alamance No 388
10 B10c 77+00 to 86+50 T & P Utility Easement Little Alamance No 570
11 B11 102+50 to 103+50 T & P Utility Easement Little Alamance Tributary No 3,497 2,228
12 B12 109+50 to 111+00 T & P Utility Easement Little Alamance No 3,028 2.025
13 B13a 119+00 to 124+50 T & P
Utility Easement Little Alamance No 947
13 B13b 119+00 to 124+50 T & P
Utility Easement Little Alamance Yes 1,351 5,911
14 B14 126+00 to 133+00 T & P
Utility Easement Little Alamance Yes 810 3,747
15 B15 135+50 to 137+00 T & P
Utility Easement Little Alamance No 2,431 1,770
16 B16 142+50 to 145+00 T & P
Utility Easement Little Alamance Tributary Yes 3,849 2,227
17 B17 146_50 to 149+00 T & P
Utility Easement Little Alamance Tributary No 2,847 2,212
19 B19a 159+50 to 175+00 T & P
Utility Easement Little Alamance No 7,702
19 B19b 159+50 to 175+00 T & P
Utility Easement Little Alamance No 862
19 B19c 159+50 to 175+00 T & P
Utility Easement Little Alamance No 155
19 B19d 159+50 to 175+00 T & P
Utility Easement Little Alamance No 1,007
20 B20 181+00 to 187+50 T & P
Utility Easement Little Alamance No 1,531
21 B21 197+00 to 201+50 T & P
Utility Easement Little Alamance Yes 71 3,067
22 B22 204+50 to 218+50 T & P
Utility Easement Little Alamance No 1,112
23 B23a 225+50 to 231+00 T & P
Utility Easement Little Alamance No 2,577 1,996
23 B23b 225+50 to 231+00 T & P
Utility Easement Little Alamance No 1,665 5,459
40,420 62,413
Buffer Impacts Requiring Mitigation:6,081
* (6.b.) Impacts are both temporary & permanent since the utility easement consists of maintenance corridor (10ft) and temporary construction corridor (40').
Total Buffer Impacts:
LPIWA
AArja
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E Skvarla, III
Governor Secretary
August 11, 2014
City of Greensboro
Water Resources Department
Attn: Melinda King
2602 S. Elm -Eugene St
Greensboro NC 27406
DWR # 14-0540
Guilford County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
APPROVAL of Jordan Lake RIPARIAN BUFFER IMPACTS WITH ADDITIONAL CONDITIONS
Young's Mill Sewer Outfall
Dear Ms King:
You have our approval for the impacts listed below for the purpose described in your
application dated May 7, 2014, received by the Division of Water Resources (Division) June 2,
2014, with subsequent information on July 21, 2014, July 31, 2014 and August 5, 2014 These
impacts are covered by the attached Water Quality General Certification Numbers 3884 and
3890, the Jordan Lake Buffer Rules and the conditions listed below These certifications are
associated with the use of Nationwide Permit Numbers 12 and 18 once they are issued to you
by the U.S. Army Corps of Engineers Please note that you should get any other federal, state
or local permits before proceeding with your project, including those required by (but not
limited to) Sediment and Erosion Control, Non -Discharge, and Water Supply Watershed
regulations.
This approval requires you to follow the conditions listed in the enclosed certification (s) or
general permit and the following additional conditions:
The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met. No other impacts are
approved, including incidental impacts.
INInston-Salem Regional Office
Location 585 Waug"town St Winston-Salem, North Carolina 27107
Phone [phone]'k FAX [phone] Customer Service 1-871-623-5748
Interne: http.rporal ncdenrorg/web/wgrws
An Equal Opoortun ty ; Affirmative Action Employer

City of Greensboro
DWR# 14-0540
401/Buffer APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Streams
41 (linear feet)
562 (linear feet)
404/401 Wetlands
0.71 (acres)
0 63 (acres)
Buffers — Zone 1*
18,243 square feet
Site 13b
1,351 (square feet)
Site 14
810 (square feet)
Site 16
3,849 (square feet)
Site 21
71 (square feet)
Buffers — Zone 2*
Site 13b
5,911 (square feet)
Site 14
3,747 (square feet)
Site 16
2,227 (square feet)
Site 21
3,067 (square feet)
*All other buffer impacts are "Utility, non -electric, perpendicular crossings of streams
that disturb equal to or less than 40 linear feet of riparian buffer with a maintenance
corridor equal to or less than 10 feet in width" and therefore considered an Exempt
Activity per 15A NCAC 02B.0267(9).
2 Mitigation must be provided for the proposed impacts as specified in the table below.
The Division has received an acceptance letter from the NC Ecosystem Enhancement
Program (EEP) to meet this mitigation requirement Until the EEP receives and clears
your payment, and proof of payment has been provided to this Office, no impacts
specified in this Authorization Certificate shall occur For accounting purposes, this
Authorization Certificate authorizes payment to the EEP to meet the following
compensatory mitigation requirement:
Compensatory
River and Sub -basin
Mitigation Required
Number
Buffers
Zone 1: 6081 ftz x 3:1 =
Cape Fear 03030002
18,243 square feet

City of Greensboro
DWR# 14-0540
401/Buffer APPROVAL
Page 3 of 4
3 This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the
Certification/Authorization. If you change your project, you must notify the Division and
you may be required to submit a new application package with the appropriate fee If
the property is sold, the new owner must be given a copy of this approval letter and
General Certification(s)/Permit/Authorization and is responsible for complying with all
conditions
4. The project shall comply,with,15A NCAC 02T 0301 and all other State, Federal and local
seW& system Ireg uIatib" ns.
5. This authorization exempts the Permittee from meeting Condition #10 regarding
perpendicular crossing requirements for Stream Crossing #16
This approval and its conditions are final and binding unless contested.
This Certification/Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 150B by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH) within sixty (60) calendar days.
A petition form may be obtained from the OAH at http://www.ncoah.com/ or by calling the
OAH Clerk's Office at [phone] for information A petition is considered filed when the
original and one (1) copy along with any applicable OAH filing fee is received in the OAH during
normal office hours (Monday through Friday between 8:00am and 5:00pm, excluding official
state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
If sending via US Postal Service
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service (UPS, FedEx, etc)
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Lacy Presnell, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601

City of Greensboro
DWR# 14-0540
401/Buffer APPROVAL
Page 4 of 4
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Jordan Riparian Buffer Rules as described in 15A NCAC 02B .0267 Please contact Sue
Homewood at 336-771-4964 or sue.homewood@ncdenr gov if you have any questions or
concerns.
Sincerely,
rA
.Yi.O►s.�r�
W. Corey Basinger
Regional Supervisor
Water Quality Regional Operations
Division of Water Resources
Enclosures• GC 3890 / GC 3884
cc: David Hamilton, Arcadis (via email)
David Bailey, USACE Raleigh Regulatory Field Office (via email)
Kelly Williams, EEP (via email)
DWR WSRO 401 files
DWR 401 & Buffer Permitting Unit

Affl4ja
Ag=
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E Skvarla, III
Governor Secretary
North Carolina Division of Water Quality
Jordan Buffer Authorization
Summary of Permitted Impacts and Mitigation Requirements
In accordance with 15A NCAC 2B 0268, Melinda King of the City of Greensboro has permission as outlined below
to fill or otherwise impact 6081 square feet of Zone 1 of Jordan Lake Riparian Buffer to construct the proposed
Young's Mill Sewer Outfall Project which is located in Greensboro, in Guilford County, North Carolina All activities
associated with these authorized impacts must be conducted with the conditions listed in the attached Permit
transmittal letter THIS AUTHORIZATION IS NOT VALID WITHOUT THE ATTACHMENTS
COMPENSATORY MITIGATION REQUIREMENTS, ECOSYSTEM ENHANCEMENT PROGRAM
DWQ PROJECT # 2014-0540
SITE NAME Young's Mill Sewer Outfall Project
LOCATION Greensboro, NC
COUNTY Guilford
BASIN/ SUB BASIN Cape Fear (HUC 03030002) — Haw River Subwatershed
As required by 15A NCAC 2B 0268, and the conditions of this Authorization, you are required to compensate for
the above mitigable impacts through the restoration, creation, enhancement or preservation of wetlands, surface
waters and riparian buffers as outlined below prior to conducting any activities that impact or degrade the waters
of the state
Note Acreage requirements proposed to be mitigated through the Ecosystem Enhancement Program must be
rounded to one-quarter acre increments and linear foot requirements must be rounded up to the nearest
foot according to 15 2R 0503(b)
Impacts I Mitigation
6081 square feet Zone 1 buffer 1 18,243 square feet buffer
One of the options you have available to satisfy the compensatory mitigation requirement is through the payment
of a fee to the Wetlands, Stream and Buffer Restoration Fund per NCAC 2R 0503 If you choose this option, please
sign this form and mail the form along with a copy of the 401 Certification and Variance Approval to the Ecosystem
Enhancement Program at the address below An invoice for the appropriate amount of payment will be sent to
you upon receipt of this form PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE ECOSYTEM ENHANCMENT PROGRAM
Signature
Date
ECOSYSTEM ENHANCEMENT PROGRAM
1652 Mail Service Center
RALEIGH, N C 27699-1652
[phone]
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location 512 N Salisbury St Raleigh, North Carolina 27604
Phone [phone] Fax [phone]
Internet www ncwaterouality o g
An Equal Opportumty�Affumahve Action Employer

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

November 15, 2013

Phil May
Carolina Ecosystems, Inc.
3040 NC Highway 42
Clayton, NC 27520

Re: Greensboro Eastern Area Sewer Improvements, DENR Project 1585, Guilford County, ER 13-0264

Dear Mr. May:

Thank you for your letter of November 5, 2013, following up our meeting of October 25, 2013, and
transmitting revised plans for the above project.

As you know, this project crosses the Troxler’s Mill property, which was determined eligible for listing in the
National Register of Historic Places in 1991. We greatly appreciate the time and consideration you have given
to this historic property during the design process for the project. Given the avoidance and minimization
measures described in your letter and shown in the latest revisions, labeled “October 2013-SHPO Submittal,”
we concur that if the following conditions are included in any permit issued by the US Army Corps of
Engineers for the project, the project as proposed will now have no adverse effect on historic properties:

1. At the conclusion of construction, all permanent sewer easements and temporary construction
easements on the Troxler’s Mill property will be regraded to their pre-construction contours.
2. At the conclusion of construction, permanent sewer easements on the Troxler’s Mill property will be
reseeded.
3. At the conclusion of construction, the temporary construction easements on the Troxler’s Mill property
will be replanted with native tree species.
4. Any revisions or alterations of the sewer alignment or related easements within or adjacent to the
Troxler’s Mill property shall be submitted to the North Carolina State Historic Preservation Office for
review and comment.

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

Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill-Earley, environmental review coordinator, at 919-807-6579 or renee.gledhill-
[e-mail]. In all future communication concerning this project, please cite the above referenced
tracking number.
Sincerely,

Ramona M. Bartos

cc: Melinda King, City of Creensboro, [e-mail]
Jackie Roddy, NC DENR, [e-mail]
David Hamilton, Arcadis, [e-mail]
Andy Larrick, Davis-Martin-Powell, [e-mail]
Mike Cowhig, Greensboro HPC, [e-mail]
Les Eger, Guilford County Joint HPC, [e-mail]

USACE AND DWR PCN PERMIT
AGENT AUTHORIZATION FORM
Project: Young's Mill Outfall, City of Greensboro Project P05347
Project Description: The project includes the construction of the Young's Mill Outfall (YMO)
which includes 11,200 linear feet of 42" and 11,870 linear feet of 36" gravity sewer pipe for
the City of Greensboro. The gravity sewer starts near the intersection of Young's Mill Road
and the 1-85 bypass then follows along the Little Alamance Creek. The sewer outfall ends
approximately 360 feet east of AT&T Drive where it will discharge into the new Stewart Mill
Lift Station.
Sewer Easement Owner: City of Greensboro
The undersigned, registered owners of the above noted sewer easement, do hereby authorize David A.
Hamilton of ARCADIS to act on my behalf and take all actions necessary for the processing, issuance
and acceptance of this permit or certification and any and all standard and special conditions attached.
Owner's Address: 2602 S. Elm -Eugene Street, Greensboro, NC 27406
Telephone: [phone]
We hereby certify that the above information submitted in this application is true and accurate to the
best of our knowledge.
Steven Drew, Director
Division of Water Resources
City of Greensboro
Date: �� /rh /�,,