20131020 Ver 1_401 Application_20130913

2Q131020
9'%WK DICKSON
community Infrastructure consultants
September 19, 2013
Karen Higgins
NC Division of Water Resources
Archdale Building — 9h Floor
512 N. Salisbury St.
Raleigh, North Carolina 27604 -p-
Dear Karen Higgins,
WK Dickson is pleased to submit a Nationwide Permit 12 Pre - Construction Notification (PCN) for the Richland
Creek Sanitary Sewer Rehabilitation project. The PCN is being submitted on behalf of the City of Raleigh. The
proposed sanitary sewer improvements include the Richland Creek Interceptor sewer and four other sewer
segments that are tributary to the Richland Creek Interceptor. The five line segments evaluated in this PCN are
Richland Creek Interceptor, Cimarron Interceptor, Crenshaw Interceptor, Durham Road Collector, and Upper
Richland Creek Interceptor. The proposed project has impacts to wetlands, streams, and riparian buffers. The
project is being undertaken to replace and repair existing sewer lines adjacent to Richland Creek, and multiple
unnamed tributaries to Richland Creek to improve safety and accessibility. Based on an evaluation of the
existing sewer lines, replacement and upgrading was recommended to prevent failure. This project is a high
priority and is a maintenance concern. It also is potentially a significant source of exposure to spills and
overflows due to its age, inaccessibility, and location along the streams.
The attached PCN package includes PCN Form, mitigation request letters, SEPA approval letter, supporting
figures, and design plans. Total temporary and permanent wetland impacts resulting from the proposed
project are 1.836 acres and 0.416 acres respectively. Stream impacts total 173 linear feet of permanent
impacts and 1,373 linear feet of temporary impacts resulting from stream crossings and excavation. Buffer
impacts resulting from the Richland Creek Sanitary Sewer Rehabilitation project are 214,567.8 square feet of
temporary buffer impact in Zone 1. Zone 2 has 189,695.6 square feet of temporary buffer impact. Permanent
buffer impacts total 55,630.1 square feet in Zone 1 with 50,679.8 square feet requiring mitigation. The streams
and wetlands will be restored to pre - construction contours and stabilized. The project meets all conditions of
the NWP 12 and GC 3699.
Thank you for your prompt attention to this important project and please let me know if you have any
questions or require any additional information.
Sincerely,
W.K. Dickson &L C�o.,'In
Brian Hockett
Project Scientist
720 Corporate Center Drive
Raleigh, NC 27607
Tel [phone]
Fax [phone]
www wkdickson corn
Transportation o Water Resources o

cc: David Shaeffer, United States Army Corp of Engineers
Mark Fisher, PE, WK Dickson Project Manager

O�ot WATF9Q
O
20 13 102 0
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre - Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the Corps:
Q Section 404 Permit ❑ Section 10 Permit'
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes © No
1d. Type(s) of approval sought from the DWQ (check all that apply):
© 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes © No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑X Yes Q No
1g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
[] Yes ©No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes © No
2. Project Information
2a. Name of project:
Richland Creek Sanitary Sewer Rehabilitation Project
2b. County:
Wake County
2c. Nearest municipality / town:
City of Raleigh
2d. Subdivision name:
NA
2e. NCDOT only, T.I.P. or state project no:
3. Owner Information
3a. Name(s) on Recorded Deed:
See attached PCN Narrative.
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
SEP
3g. Fax no.:
013
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
Dennis Lassiter
4c. Business name
(if applicable):
City of Raleigh - Public Utilities Department
4d. Street address:
PO Box 590
4e. City, state, zip:
Raleigh, NC 27602
4f. Telephone no.:
919 - 996 -3477
4g. Fax no.:
919- 857 -4545
4h. Email address:
dennis.lassiter @raleighnc.gov
5. Agent/Consultant Information (if applicable)
5a. Name:
Mark Fisher
5b. Business name
(if applicable):
WK Dickson & Co., Inc.
5c. Street address:
720 Corporate Center Dr.
5d. City, state, zip:
Raleigh, NC 27607
5e. Telephone no.:
919- 782 -0495
5f. Fax no.:
919 - 782 -9672
5g. Email address:
mfisher @wkdickson.com
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
See Attached Narrative.
1b. Site coordinates (in decimal degrees): I
Latitude: 35.96521 Longitude: -78.537747
1c. Property size:
acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
Richland Creek
2b. Water Quality Classification of nearest receiving water:
Richland Creek: C NSW, Neuse River: C NSW
2c. River basin:
Neuse River Basin, USGS Cataloging Unit 03020201
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
See attached narrative.
3b. List the total estimated acreage of all existing wetlands on the property: 12.5
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 409,700
3d. Explain the purpose of the proposed project:
See attached narrative.
3e. Describe the overall project in detail, including the type of equipment to be used:
See attached narrative.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑ Yes © No ❑ Unknown
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type ❑ Preliminary ❑ Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for El Yes ©No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? © Yes ❑ No
6b. If yes, explain.
Several additional segments are currently undergoing further analysis and have temporarily been put on hold In addition, future segments in the
southern section of the existing alignment are scheduled to be analyzed and improved in the future.
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands © Streams — tributaries © Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No
W2 -
Choose one
Choose one
Yes/No
W3 -
Choose one
Choose one
Yes/No
W4 -
Choose one
Choose one
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
W6 -
Choose one
Choose one
Yes/No
2g. Total Wetland Impacts:
1.836
2h. Comments:
See Attached Wetland Impacts Table
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.
Stream impact
number
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
(feet)
3g.
Impact
length
(linear
feet)
S1 -
Choose one
S2 -
Choose one
-
S3 -
Choose one
S4 -
Choose one
S5 -
Choose one
S6 -
Choose one
3h. Total stream and tributary impacts
1,546
3i. Comments:
See Attached Stream Impacts Table
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Tem ra
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water Impacts
4g. Comments:
S. Pond or (Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑X Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Tem ora
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
61 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
214,568
189,699
6i. Comments: See Attached Buffer Impacts Table
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
See PCN Narrative
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
See PCN Narrative
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
© Yes ❑ No
2b. If yes, mitigation is required by (check all that apply):
© DWQ Q Corps
2c. If yes, which mitigation option will be used for this
project?
© Mitigation bank
Q ro men
Payment to in -lieu fee ram
y program
❑ Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank: Environmental Banc & Exchange
3b. Credits Purchased (attach receipt and letter)
Type: Stream
Type: Riparian buffer
Type: Choose one
Quantity: 173
Quantity: 152,040
Quantity:
3c. Comments:
4. Complete If Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
Choose one
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
0.416 acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 6 of 10
PCN Form — Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
® Yes ❑ No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
Buffer Clearing and Stream
Crossings
50,680
3 2 for Catawba
( )
152,040
Zone 2
1.5
6f. Total buffer mitigation required:
152,040
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
Payment to private mitigation bank (Environmental Banc and Exchange, EBX)
6h. Comments:
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
4. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑X Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
This project is updating an existing sewer alignment; no new impervious surfaces will be generated.
❑ Yes Q No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes © No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
This project is updating an existing sewer alignment; no new impervious surface will be generated.
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?
City of Raleigh
❑ Phase II
3b. Which of the following locally- implemented stormwater management programs
❑ NSW
apply (check all that apply):
❑ USMP
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
[]Yes ❑X No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HOW
4a. Which of the following state - implemented stormwater management programs apply
ORW
(check all that apply):
HSession Law 2006 -246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
S. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
Yes ❑ No
use of public (federal /state) land?
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
❑X Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
Q Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes Q No
or Riparian Buffer Rules (15A NCAC 26.0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ❑X No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
[]Yes No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The design process for these improvements were based on growth projections for the service area for the planning horizon year 2035 and uses a 10-
year design storrn which is the same design parameter as the greater Raleigh collection system Secondary and cumulative impacts are expected due
to increased development within the service area. The alignment improvements are intended to reduce strain on the existing collection and
conveyance systems as a result of rapid increases in population size and an already aging and deteriorating system.
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
The flows from this area fie to the Neuse River Interceptor and are ultimately conveyed to the Neuse River Wastewater Treatment Plant. The Neuse
River Wastewater Treatment Plant is an advanced or tertiary treatment plant with the capacity to treat 60 million gallons per day and treats an average
of 44 million gallons per day. The City of Raleigh is undertaking a project to expand the facility's capacity from 60 million gallons per day to 75 million
gallons per day. Advanced or tertiary treatment means that the wastewater undergoes three stages of treatment. Primary treatment is where the
debris, sand, heavy organic solids, grease, and oils are removed from the wastewater. In secondary treatment, a biological process is undertaken
where microorganisms convert the ammonia and nitrogen to nitrogen gas. The microorganisms are then removed from the treated water and returned
to the biological process. In this facility, advanced treatment is the process of filtering the water and disinfecting it using ultraviolet (UV) light before
returning it to the Neuse River.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or,
® Yes No
❑
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
®Yes No
❑
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Nor Natural Heritage Program database
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA's National Marine Fisheries Service database
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
78. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
® Yes ❑ No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
North Carolina State Historic Preservation Office database
8. Flood Zone Designation (Corps Requirement)
-T 8a. Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
With the exception of the Durham Road and Cimarron Interceptors, the majority of the alignment rtes within the FEMA 100 year Foodplain. Because
the outfall will be installed below existing grade and original slope and contora wilt be restored, no direct impacts to FEMA floodplains or floodways are
anticipated.
Oc. What source(s) did you use to make the floodplain determination?
NC Floodplain Mapping Program, WWw County OIS Data
Mark Fisher
09-19 -2013
Applicant/Agent's Printed Name
Applicant/Ag nt's Signature
Date
(Agent's signature is valid only if an authorization
letter from the applicant is provided)
Page 10 of 10

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION: Richland Creek Sanitary Sewerlmorovements
LOT NO. PLAN NO.
STREET ADDRESS:
Please print:
Property Owner:
Property Owner:
Table Attached in PCN
PARCEL. M:
Wake Forest, North Carolina — Sewer Easements, Richland Greek
Interceptor, Cimarron Interceptor, Crenshaw Interceptor, Durham Road
Collector, and Upper Richland Creek Interceptor
City of Raleigh Public Utilities Department — Dennis Lassiter
The undersigned, registered property owners of the above noted property, do hereby authorize
Mark Fisher . of WK Dickson & Co. Inc
(Contractor / Agent) (Name of consulting firm)
to ad 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.
Property Owner's Address (if different than property above):
City of Raleigh Public Utilities Department — Dennis Lassiter
PO Box 590,
Raleigh, NC 27602
Telephone: [phone]
We hereby certify the above Information submitted in this application Is true and aocurate to the
best of our knowledge.
Authorized Signature
Date: ,
Authorized Signature
Date:

PCN Narrative
Richland Creek Sanitary Sewer Improvements
For City of Raleigh Public Utilities Department
Nationwide Permit 12
Pre - Construction Notification
Name and Address of the Applicant:
City of Raleigh Public Utilities Department
c/o Dennis H. Lassiter
PO Box 590
Raleigh, NC 27602
Page 1 of 13

Supplemental Information for Pre- Construction Notification (PCN) Form
Richland Creek Sanitary Sewer Improvements
A. AvOcant Information
Name s) on Recorded Deed
PIN
Deed Book&
Respoaside
Address
Page No.
P"
Fotsch, Yves L& Caroline I
1841211362
14831 @0469
441 Durham Rd
Wake Forest, NC 27587 -2505
McDevitt, John W
1841310567
04069@0657
107 Wedgefield Ave
Winston Salem, NC 27106 -3013
Manic LLC
1841216398
11757@1034
405 Durham Rd
Wake Forest, NC 27587 -2505
John Bennett
Bennett Properties LLC
1830872437
08652@2481
2408 Trusty Td
Raleigh, NC 27615 -3844
Cimmaron Homeowners Association
1840051538
04082@0352
P.O. Box58499
Raleigh, NC 27658 -8499
Southeastern Baptist Theological Se
1841218630
-E-
P.O. Box 1889
Wake Forest, NC 27588 -1889
Nunes, Robert A & Laura S
1840052553
05219@0663
1306 Cedar Branch Ct
Wake Forest, NC 27587 -9205
Corporate Chaplains of America, Inc.
1840060307
13740@1347
1300 Corporate Chaplain Dr
Wake Forest, NC 27587-6596
Southeastern Baptist Theological
1841217529
07224@0064
P.O. Box 1889
Seminary, Inc.
Wake Forest, NC 27588 -1889
Holding, James B & Heather L
1841215463
14630@1835
P.O. Box648
Wake Forest, NC 27588 -0648
Villas of Wake Forest Condo HOA
1830548863
14908@0870
0 Blue Bird Ln
Wake Forest, NC
Parkway Plaza Ste 4
Caveness Ptnr LLC ADMG Gp LLC
1830547252
12820@1165
825 play
Jupiter, FL 33477 -4570
Kline, Ray M & Laura C Coutts
1830888061
12314@0617
729 Holding Ridge Ct
Wake Forest, NC 27587 -2869
Rolls Capital LLC
1830786176
10905 @0950
7104 Tbon3pson Mill Rd
Wake Forest, NC 27587 -9085
Weeks, Edna M Trustee William C
1841317861
14426@1011
28W N Atlantic Ave Apt 816
Weeks & Edna M Weeks Revo
Daytona Beach, FL 32118 -3029
DCF Family LLC
1830865681
13007 @2041
1605 Valley Rd
Sanford, NC 27330 -9453
Professional Properties Mgmt of Rai
Wakefield Plantation Community Assn
1739197443
13909@1823
6739 Falls OfNeuse Rd
Raleigh, NC 27615 -5305
Wake Cnty Board of Education
1841306922
13625 @1724
Re. Services Director
1551 Rock Quarry Rd
Raleigh, NC 27610 -4145
McDevitt, John W
1841312317
04069@0657
3827 Somerset Dr
Durham, NC 27707 -5016
G iammarioo, Laurel
1830970939
15009@0407
721 Holding Ridge Ct
Wake Forest, NC 27587 -2869
Matyi, James S & Christine E
1830971907
14972@0739
717 Holding Ridge Ct
Wake Forest, NC 27587 -2869
Page 2 of 13

Supplemental Information for Pre - Construction Notification (PCN) Form
Richland Creek Sanitary Sewer Improvements
Name(s) on Recorded Deed
PIN
Deed Book &
Responsible
Address
Page Na
Party
Repnyek, David & Lauren Repnyek,
1830972954
12236@2576
709 Holding Ridge Ct
David & Lauren
Wake Forest, NC 27587 -2869
Freina LLC
1830478370
13166@2041
2804 Mission College Blvd Ste 120
Santa Clara, CA 95054-1842
Wilson Development Croup LLC
1739291368
14381 @2606
264 W MillbrookRd
Raleigh, NC 27609 -0304
Southeastern Baptist Theo Seminary
1841314719
01417 @0472
P.O. Box 712
Wake Forest, NC 27588-0712
CAS, Inc.
Kingston At Wakefield Plantation Ho
1830434227
13989@1894
207 W MillbrookRd Ste 110
Raleigh, NC 27609.4490
Hughes, Johnny \%l Sr Hughes, Sheryl
1841310117
12786@0331
310 Woodland Dr
Martha
Wake Forest, NC 27587 -2536
Bennett Point Development LLC
1830887083
09593 @2283
5801 Lease Ln
Raleigh, NC 276174708
Property Tax Dept #3647
HD Development of Maryland, Inc.
1830583840
10398@1993
P.O. Box 105842
Atlanta, GA 30348-5842
Bennett Point Development LLC
1830889709
09593 @2283
5801 Lease Ln
Raleigh, NC 276174708
Wake Forest Town of
1842601365
09825 @0436
4W Ehn Ave
Wake Forest, NC 27587 -2933
Wake Forest Town of
1842601883
09825 @0436
4W Elm Ave
Wake Forest, NC 27587 -2933
Trapp, Jonathan & Trapp, Natascha
1842600293
14220@2251
520 Wheddon Cross Way
Wake Forest, NC 275874008
Wake Forest Town of
1830652860
12401 @0889
401 Elm. Ave
Wake Forest, NC 27587 -2932
Salinas, Branden & Chelsea
1830992465
14889@0990
704 Registry Ct
Wake Forest, NC 27587 -3019
WF Villas, UC
The Villas ofWake Forest, A Condo
1830654879
12415 @1031
6912 Three Chopt Rd Ste C
Richmond, VA 23226-3645
Crawford, Terrence L & Marsha D
1841219105
12961 @0676
312 Woodland Dr
Wake Forest, NC 27587 -2536
Country Club At Wakefield Plantatio
1830368466
14429@0960
400 Donald Ross Dr
Raleigh, NC 27610 -2814
Koc, Aydin & Yasemm Selassie
1830898190
12958@1354
178 W 19Th St
Huntmgtn Sta, NY 11746 -2119
Country Club At Wakefield Plantatio
1830453237
14429@0960
400 Donald Ross Dr
Raleigh, NC 27610 -2814
Wake Forest Town of
1841314491
08764@1877
P O. Box 352
Wake Forest, NC 27588 -0352
Villas of Wake Forest Condo HOA
1830557004
14196@1205
6912 Three Chopt Rd Ste C
Richmond, VA 23226 -3645
Page 3 of 13

Supplemental Information for Pre- Construction Notification (PCN) Form
Richland Creek Sanitary Sewer Improvements
Name(s) on Recorded Deed
PIN
&
Responsible
Address
Page No.
GO Developers Diversified Realty
DDRTC Capital Plaza LJ.0
1830581064
12430@0249
3300 Enterprise Pkwy
Beachwood, OH 44122 -7200
Druly LP
1831707299
08811 @2606
108 Govemors Point Blvd
Hendersonville, TN 370754064
Wake Forest Town of
1830991435
13771 @1275
401 Elm Ave
Wake Forest, NC 27587 -2932
Gulas, Julia K
1841218105
09153 @0957
320 Woodland Dr
Wake Forest, NC 27587 -2536
Corporate Chaplains of America, Inc.
1840061803
13104@2086
1300 Corporate Chaplain Dr
Wake Forest, NC 27587-0596
Gonzales - Mugaburu, Rose
1739290460
11282@1515
3108 Herdsman Way
Raleigh, NC 27614 -7582
Mill Creek Associates Ellerbee Creek
1842613339
12037 @1676
833 Wake Forest Business Paris Ste A
Partnership
Wake Forest, NC 27587-0518
Villas of Wake Forest The
1830653757
12739@1631
6912 Three Chopt Rd Ste C
Richmond, VA 23226 -3645
Center 207 LLC
1830302612
15261 @0250
P.O Box9846
Greensboro, NC 27429-0846
# 241
M &S Homes LLC
1739292424
12869@1705
9660 Falls OfNeuse Rd Ste 138
Raleigh, NC 27615 -2435
Wake Forest Town of
1830326414
11289@2115
401 Elm Ave
Wake Forest, NC 27587 -2932
Beacon Ventures ILC
1830459205
10782@2025
610 E Morehead St Ste 250
Charlotte, NC 28202 -2614
PDQ Wake Forest Real Estate Holding
1830465268
15000@0975
120 Penmarc Dr Ste 118
Raleigh, NC 27603 -2400
Holding, James Butler
1841214410
06283 @0935
P.O. Box648
Wake Forest, NC 27588 -0648
Raleigh City of
1830205315
08209@1497
P.O. Box590
Raleigh, NC 27602 -0590
Kingston At Wakefield Plantation Ho
1830438776
12937 @0740
1516 Jabez Run
Millers ville, MD 21108 -2004
CK Wakefield Properties LLC
1830421903
14220@0609
111 EHargett St Ste 300
Raleigh, NC 27601 -1482
La Scala Assoc LLC
1830993944
13777@ 1601
123 S White St
Wake Forest, NC 27587 -2789
La Scala Assoc LLC
1830993684
13777@ 1601
123 S White St
Wake Forest, NC 27587 -2789
La Scala Assoc ILC
1831904293
13777@1601
123 S White St
Wake Forest, NC 27587 -2789
Wake Forest Town ofHoldng, Thomas
1841312227
14645 @2718
301 Brooks St
E ID
Wake Forest, NC 27587 -2901
Keel, Brian R & Pamela D
1830971985
14754@1255
713 Holding Ridge Ct
Wake Forest, NC 27587 -2869
Page 4 of 13

Supplemental Information for Pre- Construction Notification (PCN) Form
Richland Creek Sanitary Sewer Improvements
Name(s) on Recorded Deed
PIN
Deed Book&
Responsible
Adkesa
Page No.
Party
Northpark Two LLC
1830456817
13001 @2515
610 E Morehead St Ste 250
Charlotte, NC 28202 -2614
Stancil, Robert Brandon Stancil,
1830991326
14880@1804
708 Registry Ct
Meredith D
Wake Forest, NC 27587 -3019
La Scala Assoc LLC
1830993857
13777 @1601
123 S White St
Wake Forest, NC 27587 -2789
La Scala Assoc LLC
1831905400
13777 @1601
123 S White St
Wake Forest, NC 27587 -2789
Corporate Chaplains of America, Inc
1830959819
13740@1347
1300 Corporate Chaplain Dr
Wake Forest, NC 27587-0596
Wake Forest Town of
1830475027
04831 @0319
401 Elm Ave
Wake Forest, NC 27587 -2932
La Scala Assoc LLC
1830993783
13777 @1601
123 S White St
Wake Forest, NC 27587 -2789
Wake Forest Town of
1831907618
11797 @1615
401 Elm Ave
Wake Forest, NC 27587 -2932
Bennett Point Development LLC
1830980861
09593 @2283
5801 Lease Ln
Raleigh, NC 27617 -4708
Parsons, Gregory & Jennifer
1841216143
14006@2369
334 Woodland Dr
Wake Forest, NC 27587 -2536
Maradyn, David & Julie
1830899138
13917 @0249
732 Bennett Ridge Ct
Wake Forest, NC 27587 -3004
Villas of Wake Forest The
1830559214
12739 @1631
6912 Three Chopt Rd Ste C
Richmond, VA 23226 -3645
Kimble, Robert L Jr & Aimee L
1830899273
11958@2531
728 Bennett Ridge Ct
Wake Forest, NC 27587 -3004
Paschal Golf Club
Southeastern Baptist Theological
1841117920
P.O. Box222
Wake Forest, NC 27588-0222
Z.oppo, Ronald A &Valerie
1830463975
0 7819@0898
1519 Deerbe �' In
Wake Forest, NC 275871207
Smith, Margaret Jones
1841216545
04862@0575
405 Durham Rd
Wake Forest, NC 27587 -2505
Re: Services Director
Wake County Board ofEducatmn
1830420238
11289@2120
1551 Rock Quarry Rd
Raleigh, NC 27610-4145
Raleigh City of
1830337179
08209@1497
P.O. Box 590
Raleigh, NC 27602 -0590
Wake Forest Presbyterian Church
Boy Scouts of America of BSA Troop 5
1831918190
01854@0441
1260 Capital Blvd
Wake Forest, NC 27587
Mills, John G III & Joanna S Erskine,
1841015162
11517@1357
614 Durham Rd
Suzanne M
Wake Forest, NC 275871512
CIO Propety TaxDept T -1504
Target Corporation
1830590874
09055 @0909
P.O. Box 9456
Mmneapolis, MN 55440 -9456
Page 5 of 13

Supplemental Information for Pre- Construction Notification (PCN) Form
Richland Creek Sanitary Sewer Improvements
Names) on Recorded Deed
PIN
Deed Book &
Responsi6le
Address
Page No.
Party
Roland, Andrew B & Billie K Roland,
1830879969
15189@2264
725 Holding Ridge Ct
Larry B & Deborah B
Wake Forest, NC 27587 -2869
Paschal, Richard A
1841213755
15332@0403
366 Durham Rd
Wake Forest, NC 27587 -2504
Kingston At Wakefield Plantation Ho
1830541138
12687 @2552
1516 Jabez Run
Millersville, MD 21108 -2004
Boys Club of Wake County, Inc. The
1841313133
07109@0885
701 N Raleigh Blvd
Raleigh, NC 27610 -1692
Southeastern Baptist Theological
1841423401
03404@0115
219 S Wingate St
Seminary, Inc.
Wake Forest, NC 27587 -2531
Wake Forest Town ofThe
1842610584
12224@2042
401 Elm Ave
Wake Forest, NC 27587 -2932
Miller, David Kent & Nancy O
1841118223
12356@0663
461 Durham Rd
Wake Forest, NC 27587 -2505
Powell, Christopher L Ange, Stacy R
1830473057
12689@2309
1515 Deerberry Ln
Wake Forest, NC 27587-6207
John Bennett
Bennett Properties LLC
1830668216
08652@2481
2408 Trusty Trl
Raleigh, NC 27615 -3844
Wake Forest Town of The
1842731039
1575 @114
401 Elm St
Wake Forest, NC 27587
Richland Hills HOA, Inc.
Richland Hills Homeowners
1842524755
1767 @947
GO Richland Hills Associates LLC 125
Hampton Pines Dr
IMorrisville,NC27560
B. Project Information and Prior Project History
3. Project Description
la. Property identification no. tax PIN or parcel 1D):
See table above -Owner Information
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
Most of the proposed alignment is within already existing permanent easements for the currently existing sewer
alignment. These easements will need to be expanded 10 -20 feet according to regulations imposed by the City of
Raleigh Public Utilities Department since the original construction of the existing sewer alignment. Existing zoning
of the easements will not be changed as a result of collection system improvements. Therefore, direct impacts to
land use are not anticipated.
The Environmental Assessment describes existing biological resources throughout the proposed alignment's service
area in detail, including threatened and endangered species.
Page 6 of 13

Supplemental Information for Pre- Construction Notification (PCN) Form
Richland Creek Sanitary Sewer Improvements
I B. Project Information and Prior Project History I
3d Explain the purpose of the proposed project:
Most of the sewers in Wake Forest were installed as the area developed with limited planning. As a result, several
"bottlenecks" emerged as smaller diameter pipes were installed downstream of larger pipes. These pipeline
restrictions, coupled with increasing wastewater flows from a rapidly growing community and inflow and
infiltration from an aging collection system, have led to surcharging and sanitary sewer overflows (SSOs).
The Town of Wake Forest has experienced a threefold increase in its population in the past 10 years. This rapid
increase in population, coupled with an aging and deteriorating collection system, has placed a considerable strain
on the area's wastewater collection and conveyance system. Modeling runs in the Richland Creek Basin for the 2-
year and 10 -year design storms have consistently predicted the potential for surcharging and SSOs. The primary
need for this project is to provide adequate wastewater collection and conveyance facilities to protect the
environment and to meet the demands of a rapidly growing population.
Infiltration and inflow are problems that inherently plague sanitary sewer systems. Infiltration is groundwater or
stormwater which enters the sanitary sewer through cracks, holes, and open joints in manholes and/or pipes. Inflow
is stormwater which enters the sanitary sewer directly from cross- connection with the storm sewer, from stormwater
collectors such as roof drains or catch basins, or from ponding over manhole covers. Infiltration and inflow are
attributed to many sources, but primarily result from structural defects, including cracks, fractures, joint
displacement, deformation, and unsealed connections.
Conveyance of excessive infiltration and inflow can cause several problems. First, excessive infiltration and inflow
can sometimes exceed the capacity of the sanitary sewer system, causing sewage to backup into homes and to
overflow into the environment. Excessive infiltration and inflow can also reduce the collection and treatment
capacity, disrupt the hydraulic loading at the treatment plant since dilute and variable waste streams are much harder
to treat, and potentially lead to NPDES permit violations. In addition, operation and maintenance costs are increased
due to longer pump runtimes, wear and tear on the pumps and treatment equipment, and hydraulic overloads that
may occur at the treatment plant.
Page 7 of 13

Supplemental Information for Pre- Construction Notification (PCN) Form
Richland Creek Sanitary Sewer Improvements
& Project Information and Prior Project History
3e. Describe the overall project in detail, including the type of equipment to be used.•
The proposed sanitary sewer improvements include the Richland Creek Interceptor sewer and four other sewer
segments that are tributary to the Richland Creek Interceptor. The five line segments evaluated in this PCN are:
• Richland Creek Interceptor
• Cimarron Interceptor
• Crenshaw Interceptor
• Durham Road Collector
• Upper Richland Creek Interceptor
Richland Creek: This segment will have the existing 15 -inch sewer replaced in the same alignment with a new 36-
inch sewer.
Cimarron: This segment will have a new 8 -inch sewer constructed parallel to the existing 8 -inch sewer. The existing
Cimarron sewer line will remain in service.
Crenshaw: This segment will have the existing 8 -inch sewer replaced in the same general alignment with a new 12-
inch sewer. The new sewer line will be installed in situ throughout the alignment, with the exception of the portion
under NC 98, where, because of the existing pipe casing's insufficient diameter, it will be installed immediately
adjacent to the existing alignment.
Durham Road: Unlike other sewer line segments in the project area, the Durham Road Collector is located primarily
in a residential area. The line, which ties to the Richland Creek Interceptor at the public golf course, runs parallel to
Durham Road before crossing the road and running along an unnamed stream located between Durham Road and
Woodland Drive. The area is part of the "Wake Forest Historic District" which is on the National Register of
Historic Places. The existing sewer ties to the 24 -inch Richland Creek Interceptor just north of Durham Road at the
old Wake Forest Country Club. The line runs east along country club property before crossing Durham Road and
continuing along a UT to Richland Creek. The line rims through private property behind homes on Durham Road
and Woodland Drive. The terrain is somewhat steep with evidence of rock.
Given the proximity to area homes, the poor condition of the pipe, steep terrain, and the likelihood of rock, it was
determined that the only viable option will be to replace the existing sewer with a larger pipe in the same general
alignment. A portion of the pipeline will be rerouted to "normalize' the roadway crossing and to facilitate the tie -in
of a connecting sewer on the north side of Durham Road.
Upper Richland Creek: This segment will have a new 10 -inch diameter sewer line constructed parallel to the
existing 8 -inch sewer. Generally, the existing Upper Richland Creek line was in good structural and service
condition according to the Limited Condition Assessment and will, therefore, remain in service.
Page 8 of 13

Supplemental Information for Pre- Construction Notification (PCN) Form
Richland Creek Sanitary Sewer Improvements
C. Proposed Impacts Inventory
2a.
2b.
2c.
2d.
2e.
2f.
Wetland Impact
Type of
Numb,
Type of
Jurisdiction Corps
Area of
Permanent (P) or
Impact
Type of Wetland
Forested
(404,
Impact
Temporary (T) and
10), or DWQ
(acres)
Plan Set Sheet Number
(401, other)
Bottomland
WI (T) - Sheet 4
Excavation
Hardwood
No
Corps
0.204
Forest
Bottomland
W2 (T) - Sheet 4
Excavation
Hardwood
No
Corps
0.115
Forest
Bottomland
W3 (T) - Sheet 5
Excavation
Hardwood
No
Corps
0.161
Forest
Bottomland
W3 (P) - Sheet 5
Land Clearing
Hardwood
Yes
Corps
0.104
Forest
Bottomland
W4 (T) - Sheet 5 -6
Excavation
Hardwood
No
Corps
0.373
Forest
Bottomland
W4 (P) - Sheet 5 -6
Land Clearing
Hardwood
Yes
Corps
0.112
Forest
Bottomland
W5 (T) - Sheet 10
Excavation
Hardwood
No
Corps
0.067
Forest
Bottomland
W5 (P) - Sheet 10
Land Clearing
Hardwood
Yes
Corps
0.011
Forest
Bottomland
W6 (T) - Sheet 13
Excavation
Hardwood
No
Corps
0.013
Forest
Bottomland
W6 (P) - Sheet 13
Land Clearing
Hardwood
Yes
Corps
0.013
Forest
Bottomland
W7 (T) - Sheet 13
Excavation
Hardwood
No
Corps
0.205
Forest
Bottomland
W8 - Sheet 21
No Impact
Hardwood
Yes
Corps
0.000
Forest
Bottomland
W9 (T) - Sheet 26
Excavation
Hardwood
No
Corps
0.002
Forest
Bottomland
W 10 - Sheet 26 -27
No Impact
Hardwood
Yes
Corps
0.000
Forest
Bottomland
WI I (T) - Sheet 30
Excavation
Hardwood
No
Corps
0.048
Forest
Page 9 of 13

Supplemental Information for Pre- Construction Notification (PCN) Form
Richland Creek Sanitary Sewer Improvements
2a.
2b.
2c.
2d.
2e.
2f.
Wetland Impact
Type of
Numb,
Type of
Jurisdiction Corps
Area of
Permanent (P) or
Impact
p
Type of Wetland
Forested
(404,
Impact
Temporary (T) and
10), or DWQ
(acres)
Plan Set Sheet Number
(401, other)
Bottomland
W 11 (P) - Sheet 30
Land Clearing
Hardwood
Yes
Corps
0.006
Forest
Bottomland
W12 (T) - Sheet 30
Excavation
Hardwood
No
Corps
0.196
Forest
Bottomland
W12 (P) - Sheet 30 -31
Land Clearing
Hardwood
Yes
Corps
0.169
Forest
Bottomland
W13 (P) - Sheet 31
Land Clearing
Hardwood
Yes
Corps
0.001
Forest
Bottomland
W14 (T) - Sheet 3, G4
Excavation
Hardwood
No
Corps
0.036
Forest
2g.Total Permanent Impacts:
0.416
Total Temporary Impacts:
1.42
Total Wetland Impacts:
1.836
2/1 Comments: (Wetland Impacts)
Temporary impacts to wetlands along the collection system alignments will result from clearing a temporary 40 -foot
wide construction corridor. These temporary impacts will total 1.42 acres and include palustrine forested wetlands
and palustrine scab -shrub wetlands. Pursuant to US Army Corps of Engineers guidelines, the permanent
maintenance width of these corridors will be limited to 10 feet. Disturbed wetlands will be returned to the original
slope and contour following installation. Permanent impacts will be limited to 0.416 acres.
Page 10 of 13

Supplemental Information for Pre- Construction Notification (PCN) Form
Richland Creek Sanitary Sewer Improvements
3a
Stream Impact
Number,
Permanent (P) or
Temporary (7) and
Sheet Number
3b
Type of Impact
3c
Stream Name
3d
Perennial (PER)
m
Intermit
(M
3e-
Type of
Jurisdmctron
3f.
Average
Stream
Width
(feet)
3g
Impact Length,
Centerline
of Stream
(linear feet)
SCl - Sheet 20
Excavation, Construction Access Route
Ut to Richland Creek
Perennial
DWQ
15
30
SCI - Sheet 20
Permanent Ford Installation
Ut to Richland Creek
Perennial
DWQ
15
15
SC2 - Sheet 20
Excavation
Ut to Richland Creek
Perennial
DWQ
16
20
SO M - Sheet 19,29
Excavation
Ut to Richland (reek
Perennial
DWQ
23
81
SO4 M - Sheet 17
Excavation
Ut to Richland (reek
Perennial
DWQ
9
73
SCS - Sheet 16
Excavation
Ut to Richland Creek
Perennial
DWQ
7
60
SC6 M - Sheet 16
Excavation
Richland Creek
Perennial
DWQ
36
30
S06 - Sheet 16
Permanent Ford Improvements
Richland Creek
Perennial
DWQ
36
10
SO - Sheet 14
Excavation
Ut to Richland Creek
Perennial
DWQ
17
23
SO -Sheet 14
Permanent Ford rovements
Ut to Richland Creek
Perennial
DWQ
17
9
SC8 - Sheet 12
Excavation
Ut to Richland Creek
Perennial
DWQ
23
44
SC9 M -Sheet 13, 26
Excavation
Ut to Richland (reek
Perennial
DWQ
3
36
SCIO (T) -Sheet 10
Excavation
Ut to Richland Creek
Intermittent
DWQ
9
10
SCI l ) Sheet 8
Excavation
Ut to Richland (reek
Perennial
DWQ
29
37
SC12 (T) - Sheet 26
Excavation
Ut to Richland Creek
Intermittent
DWQ
6
5
SC13 - Sheet 28
Excavation
Ut to Richland Creek
Perennial
DWQ
10
20
SC14 (T) - Sheet 7
Excavation
Ut to Richland Creek
Perennial
DWQ
14
30
SCI M - Sheet 23
Excavation
Ut to Richland (reek
Perennial
DWQ
9
29
SC15 (P) - Sheet 23
Permanent Ford Installation
Ut to Richland (reek
Perennial
DWQ
9
15
SC16 (f) - Sheet 22
Permanent Ford Installation
Ut to Richland (reek
Perennial
DWQ
25
15
SC16 - Sheet 22
Excavation
Ut to Richland Creek
Perennial
DWQ
25
33
SC17 - Sheet 7,21
Excavation
Richland Creek
Perennial
DWQ
35
30
SCI (1) - Sheet 3
Excavation
Richland Creek
Perennial
DWQ
30
33
SC18 (P) - Sheet 3
Excavation
Richland (reek
Perennial
DWQ
30
7
SC19 (T) - Sheet 2
Excavation
Ut to Richland (reek
Intermittent
DWQ
8
26
SCI (P) - Sheet 2
Pertinent Ford Installation
Ut to Richland Creek
Intermittent
DWQ
8
15
SC20 (T) - Sheet 20
Excavation
Ut to Richland (reek
Perennial
DWQ
6
30
SC21(T)- Sheet 20
Excavation
Ut to Richland (reek
Perennial
DWQ
5
215
SC22 (I) - Sheet 21
Excavation
Ut to Richland Creek
Perennial
DWQ
6
82
SC23 (T) - Sheet 25
Excavation
Ut to Richland (reek
Perennial
DWQ
22
40
SC23 (P) - Sheet 25
Permanent Ford Improvements
Ut to Richland Creek
Perennial
DWQ
22
9
SC24 (T) - Sheet 30
Excavation
Ut to Richland (reek
Perennial
DWQ
13
21
SC24 - Sheet 30
Permanent Ford Installation
Ut to Richland (reek
Perennial
DWQ
13
15
S(25 - Sheet 30
Excavation
Ut to Richland (reek
Perennial
DWQ
12
28
S(25 - Sheet 30
Permanent Ford Installation
Ut to Richland (reek
Perennial
DWQ
12
15
S(26 - Sheet 30
Excavation
Ut to Richland (reek
Perennial
DWQ
8
225
SC26 - Sheet 30
2 Permanent Ford Installations
Ut to Richland Creek
Perennial
DWQ
8
30
SC27 - Sheet 31
Excavation
Richland Creek
Perennial
DWQ
35
35
SC28 - Sheet G4
Temporary Construction Access Route
Ut to Richland (reek
Intermittent
DWQ
4
35
SC29 - Sheet 24,25
Excavation
Ut to Richland (reek
Perennial
DWQ
20
30
- 3h Total Temporary Stream and Tributary Impacts
Total Permanent Stream and Tnbutary Impacts
Total Stream and Tnbutary Impacts
1373
173
1546
A Comments: (Stream Impacts)
Permanent impacts to streams resulting from the construction of this project are limited to 173 linear feet at
permanent ford installations. There will be 29 temporary stream impacts along the alignment associated with stream
crossings. These temporary impacts were calculated along the thalweg within the limits of disturbance and will total
1,373 linear feet.
Page 11 of 13

Supplemental Information for Pre- Construction Notification (PCN) Form
Richland Creek Sanitary Sewer Improvements
6b. 6c. 6d. 6e. 6f. 69.
Buffer Impact Number - Reason for ItMact StreamNatne Buffer Zone 1 Impact Zone 2 impact
Permanent (P) or Temporary Mitigation (square feet) (square feet)
and Sheet Number Required?
BI (T) - Sheet 1
Excavation (New Parallel Sewer line)
Richland Creek
No
12017.3
14023.6
BI (P) - Sheet 1
Buffer Clearing
Richland Creek
Yes
19726
-
B2 (T) - Sheet 2
Stream rosmg
UT to Richland Creek
No
2257.0
3778.5
B2 (P) - Sheet 2
Stream(kosmg
UT to Richland Creek
Yes
287.1
-
B3 (T) - Sheet 6
Exavaticn (New Parallel Sewer fine)
Richland Creek
No
-
64555
B3 (P) - Sheet 6
Buffer Clearing
Richland Creek
Yes
396.1
-
B4 ) - Sheet 6
Excavation (New Parallel Sewer line)
Richland Creek
No
-
1524.5
B4 (P) - Sheet 6
Buffer Clearing
Richland Creek
Yes
792
-
B5 (T) - Sheet 8-9
Stream Crosmg
UT to Richland Creek
No
5820.6
7206.5
BS ) - Sheet 8-9
Buffer Clearing
UT to Richland Creek
Yes
5178.6
-
B6 (T) - Sheet 11 -12
Exxavation (New Parallel Sewer fine)
Richland Creek/UT
No
6281.8
15130.3
B6(P) -Sheet 11 -12
Buffer Ckaring/Stream Crossing
UT to Richland Creek
No
525.8
-
B7 (T) -Sheet 12
Excavation (New Parallel Sewer fine)
UT to Richland Creek
No
28307.3
13209.9
B7 ) - Sheet 12
Buffer Clearing
UT to Richland Creek
Yes
1150.1
-
B8 (T) - Sheet 14
Excavation (New Parallel Sewer line)
Richland Creek
No
21203
6189.5
B8 (P) - Sheet 14
Buffer Clearing
Richland (reek
Yes
88.1
-
B9 (T ) - Sheet 16
Excavation (New Parallel Sewer fine)
Richland Creek/UT
No
3107.0
4194.6
B9(P) -Sheet 16
Buffer Clearmg/Strearn rossmg
RichlandCreek/UT
No
19122
20512
B10 (T) - Sheet 16
Excavation (New Parallel Sewer line)
Richland Creek=
No
517.6
334.0
B10(P) -Sheet 16
Buffer Clearing/Stream Cross mg
RichlandCreek/UT
No
1052.1
702.4
BI l (T) -Sheet 16-17
Ecavation (New Parallel Sewer line)
Richland C mek/UT
No
4392.5
67682
Bll(P) -Sheet 16-17
BufferClearmg/Stream Cross i g
Richland Creek
Yes
24576
-
B12 (T) - Sheet 17
Excavation (New Parallel Sewer fine)
Richland CreeklUT
No
3649.3
5873.0
B12(P) -Sheet 17
Buffer Cleariog/StreamCrossing
RichlandCreek/UT
Yes
17442
-
B 13 (T) -Sheet 19
Stream(rossmg
UT to Richland Creek
No
-
731.4
B13 (P)- Sheet 19
StreamCrossmg
UT to Richland Creek
Yes
2479.4
-
B14 (T) - Sheet 19-20
Excavation (New Parallel Sewer lure)
UT to Richland Creek
No
18059.3
4699.7
B14 (P) -Sheet 19-20
Buffer Clearing
UT to Richland Creek
Yes
1354.4
-
B15 (T) - Sheet 20
Excavation (New Parallel Sewer fine)
UT to Richland Creek
No
8706.0
1014.4
B15 (P) - Sheet 20
Buffer Clearing
UT to Richland Creek
Yes
249.6
-
B16 (T) - Sheet 21 -22
Excavation (New Parallel Sewer line)
UT to Richland Creek
No
320360
18556.1
B16 (P) - Sheet 21 -22
Buffer Clearing
UT to Richland Creek
Yes
4267.0
-
B17 (T) - Sheet 22 -23
Dicavation (New Parallel Sewer live)
UT to Richland Creek
No
10723.4
7154.8
B17 (P) - Sheet 22 -23
Buffer Clearing
UT to Richland Creek
Yes
4061.6
-
B18 (T) - Sheet 23
Excavation (New Parallel Sewer lure)
UT to Richland Creek
No
6787.4
3156.1
B18(P) -Sheet 23
Buffer Cleariog/StreamCtossmg
UT to Richland Creek
Yes
1331.3
-
B19 (T) - Sheet 23 -24
Excavation (New Parallel Sewer line)
UT to Richland Creek
No
2503.1
4101.1
B19 (P) - Sheet 23-24
Buffer Clearing/Stream Cross mg
UT to Richland Creek
Yes
565.4
-
B20 (T) - Sheet
Excavation (New Parallel Sewer live)
UT to Richland Creek
No
13562
37732
B20 (P)
Buffer Charing
UT to Richland Creek
Yes
51.3
-
B21(T)
Excavation (New Parallel Sewer line)
UT to Richland Creek
No
8237.5
11370.1
B21 (P)
Buffer Clearing
UT to Richland Creek
Yes
15279
-
B22 (T)
Excavation (New Parallel Sewer lime)
UT to Richland Creek
No
9312.7
7013.6
B22 (P)
Buffer Clearing
UT to Richland Creek
Yes
679
-
B23 (T)
Excavation (New Parallel Sewer fine)
UT to Richland Creek
No
125402
9393.7
B23 (P)
Buffer Clearing
UT to Richland Creek
Yes
825.6
-
B24 (T)
Excavation (New Parallel Sewer be)
UT to Richland Creek
No
8517.1
7914.1
B24 (P)
Buffer Clearmg/StmamCrossing
UT to Richland Creek
Yes
3310.3
-
Page 12 of 13

Supplemental Information for Pre- Construction Notification (PCN) Form
Richland Creek Sanitary Sewer Improvements
B25 (T)
F%cavation (New Parallel Sewer line)
Uf to Richland (reek
No
19862.7
17559.5
B25 (P)
Buffer Clearing/Stream Crossing
Uf to Richland (reek
Yes
10588.4
—
B26
Ecavation (New Parallel Sewer line)
UT to Richland Creek
No
—
1492.8
B26 (P)
Buffer Clearing/Stream Cross mg
UT to Richland Creek
No
1460.3
—
B27 (T)
F=avation (New Parallel Sewer hne)
UT to Richland Creek
No
7455.6
4323.1
B27 (P)
Buffer Clearing/Stream Crossing
Uf to Richland (reek
Yes
66462
—
6h. Total Temporary Buffer Impacts
214567.8
189695.6
Total Perrmnent Buffer Impacts
55630.1
2753.6
Total Permanent Buffer Inpacts Requiring Mitigation
50679.8
—
6i. Description of Proposed Buffer Impacts:
The majority of riparian buffer impacts associated with this project are within an existing sewer line easement.
Permanent riparian buffer impacts resulting from the construction of this project total 55,630.1 square feet for Zone
1 and 2,753.6 square feet for Zone 2. Mitigation is required for 50,679.8 square feet of the permanent buffer
impacts. There will be 27 temporary buffer impacts along the alignment associated with stream crossings and
paralleling at stream banks. Temporary buffer impacts were calculated for both Zones 1 and 2 within the limits of
disturbance and will total 214,567.8 square feet for Zone 1 and 189,695.6 square feet for Zone 2. These temporary
buffer impacts are within the allowable category and will not require mitigation.
D. Impact Justification and Mitigation I
la. & lb.: Avoidance and Minimization: Specifically describe measures taken to avoid or minimize the proposed
impacts in designing project and through construction techniques.
To minimize impacts to surface water resources during project construction and maintenance: 1) an approved
erosion and sedimentation control plan will be included in the project's final design plans; 2) no parallel sewer lines
will be installed between existing lines and streams (i.e. all new parallel installation will be completed on the "off -
stream" side of existing sewer lines; 3) where practicable new lines will be installed at least 100 feet from perennial
streams and 50 feet from intermittent streams (minimum setbacks); 4) where minimum setbacks are not practicable,
new sewer lines will be constructed of ductile iron pipe or an equally durable substance; 5) in locations where sewer
line installation across streams uses the `open cut' method, crossings will be: as close to perpendicular as possible;
completed during low flow events; and monitored at least every three months for maintenance during the first 24
months following construction and annually thereafter. 6) insecticides and herbicides will not be used within 100
feet of perennial streams, within 50 feet of intermittent streams, or within wetlands and floodplains associated with
those streams.
Ongoing on -site construction inspections will ensure that construction contractors are following all DENR- approved
Page 13 of 13

Forrest Creek Stream Mitigation Bank
Forest Creek UT -2 Site
Neu -Con Stream Mitigation Bank
Statement of Availability- August 30, 2013
NC Division of Water Resources U.S. Army Corps of Engineers
Ms. Katie Merritt Mr. Monti Matthews
401 Oversight /Express Permitting Unit CESAW -RG -R
1650 Mail Service Center Raleigh Regulatory Field Office
Raleigh, NC 27699 -1650 3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Richland Creek Sanitary Sewer Rehabilitation Project
This document confirms that City of Raleigh (Applicant) for the Richland Creek Sanitary Sewer
Rehabilitation Project has expressed an interest to utilize 173 Linear Feet of Stream Mitigation
Units from a single site, or a combination of sites to include EBX Neu -Con Umbrella Mitigation
Bank, and /or the Forrest Creek Stream Mitigation Bank including the Forrest Creek UT -2 site,
located in Neuse HUC 03020201. As the Bank Sponsor for all banks and related sites, EBX
attests to the fact that mitigation is available for transfer upon permit issuance.
Banker will notify applicant if the 173 Stream Mitigation Units become considered "At Risk" of
not being available prior to permit issuance. Credits are not considered secured until payment
in full is received from the applicant resulting in the issuance of an Affidavit of Sale by the bank
acknowledging that the applicant has fully secured credits from the bank and the Banker has
accepted full responsibility for the mitigation obligation requiring the credits /units.
The Banker will issue the Affidavit of Sale within ten (10) days of receipt of the balance of the
Purchase Price. Banker shall provide to Applicant with a copy of the Affidavit of Sale and a
documented copy of the debit of credits from the Bank Official Credit Ledger(s) showing the
permit number and the resource type secured by the applicant. A copy of the Affidavit of Sale,
with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 239 - 872 -1678
Best Regards
^44 a;k,
Matthew R. Fisher
EBX
909 Capability Drive Suite 3100. Raleigh, NC 27606

Forrest Creek Riparian Buffer Mitigation Bank
EBX Neuse Riparian Buffer Umbrella Mitigation Bank
Upper Neuse Buffer Bank
Statement of Availability August 30, 2013
NC Division of Water Resources U.S. Army Corps of Engineers
Ms. Katie Merritt Mr. Monti Matthews
401 Oversight /Express Permitting Unit CESAW -RG -R
1650 Mail Service Center Raleigh Regulatory Field Office
Raleigh, NC 27699 -1650 3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re Project: Richland Creek Sanitary Sewer Rehabilitation Project
This document confirms that the City of Raleigh (Applicant) for the Richland Creek Sanitary
Sewer Rehabilitation Project (Project) has expressed an interest to utilize 152,040 Square Feet
of Riparian Buffer Mitigation Credits from the EBX Neuse Riparian Buffer Umbrella Mitigation
Bank /Rudolph Site, Forrest Creek Riparian Buffer Mitigation Bank, and /or the Upper Neuse
Buffer Bank located in Neuse-(All sites includes the Forest Creek Site, Rudolph Site, Cedar
Grove Site, Ezell Site, Arrington Site, or Hatley Site located in HUC 03020201.
Banker will notify applicant if 152.040 Sq. Ft. of Buffer Mitigation become considered "At Risk"
of not being available prior to impact. Credits are not considered secured until payment in full
is received from the applicant resulting in the issuance of an Affidavit of Sale by the bank
acknowledging that the applicant has fully secured mitigation from the bank and the Banker
has accepted full responsibility for the mitigation obligation requiring the purchase of
mitigation.
The Banker will issue the Affidavit of Sale within ten (10) days of receipt of the balance of the
Purchase Price. Banker shall provide to Applicant with a copy of the Affidavit of Sale and a
documented copy of the debit of credits from the Bank Official Credit Ledger(s) showing the
permit number and the resource type secured by the applicant. A copy of the Affidavit of Sale,
with an updated Official Credit Ledger will also be sent to regulatory agencies showing the
proper documentation.
If any questions need to be answered, please contact me at 239 - 872 -1678
Best Regards
^44 PA,
Matthew R. Fisher
EBX -EM, LLC
909 Capability Drive Suite 3100. Raleigh, NC 27606

r�
Dennis Lassiter
City of Raleigh
PO Box 590
Raleigh, NC 27602
ti`
-Eoo em
PROGRAM
September 3, 2013
Project: Richland Creek Sanitary Sewer Rehabilitation
Expiration of Acceptance: March 3, 2014
County: Wake
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. 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 permits regulations or authorizations associated
with the orouosed 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 Permit/401 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
pe itting agencies and may exceed the impact amounts shown below.
Impact
River
Basin
CU
Location
Stream (feet)
Wetlands (acres)
Buffer I
(Sq. Ft.)
Buffer II
(Sq. Ft.)
Cold
Cool
Warm
Riparian
Non-Riparian
Coastal Marsh
Neuse
03020201
0
0
0
0.416
0
0
0
0
Upon receipt of payment, EEP will take responsibility for providing the compensatory 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
(919) 707 -8915.
Sincerely,
James. B` Stanfill
AsseYManagement Supervisor
cc: Karen Higgins, NCDWR Wetlands/401 Unit
David Shaeffer, USACE - Raleigh
Brian Hockett, agent
File
Pro" 0" .fhZ&
A
Vorth Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699 -1652 / 919 -707 -8976 / www.nceep.net

y a A."Y
dp DEAR
' North Carolina Department of Environment and Natural Resources
{ Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P. E.
Governor Director
July 5, 2012
Ward Marotti
WK Dickson & Co., Inc.
720 Corporate Center Drive
Raleigh, NC 27607
SUBJECT: Wake and Franklin Counties — CORPUD's Richland Creek Sanitary Sewer
Improvements
DWQ# 14417; DE M1565
Dee Freeman
Secretary
On July 3, 2012, the State Clearinghouse deemed the North Carolina Environmental Policy Act review on
the above project complete (see attached correspondence from the Clearinghouse). It is now acceptable to
proceed with your permit applications through the Division of Water Quality for the proposed project.
No further actions on the Environmental Assessment are required
If there is anything I can assist you with, please do not hesitate to give me a call at [phone].,
Sincerely,
Hannah Headrick
SEPA Coordinator
Attachments: (SCH Sign Off Letter, FONSI)
1617 Map SMte CMW, Ra fth, North Caropna 27699 -1617
Locdon. 512 N. Sallsbfrry St. Raleigh, North Ca dna 27604
Phone. 919 07-M % FAX 919$07.6492
Internet: www.naarateramplv.om
An Equal opporW* l Aflhidve Aeon EmpWer
N,O�OEhtaro
cNlll7lC�
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Legend
Proposed Alignment Improvements
Richland Creek Service Area
P-k W K 0 0.25 0.5 1 1.5 2 Richland Creek Sewer Improvement
VDICKSON -- Miles USGS Topographic Quadrangles,
mmunily introstructure consullonfs 1 in = 1 miles Raleigh Quadrangle 2010
f, I -. —.11,410
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Proposed Alignment Improvements
Richland Creek Service Area
P-k W K 0 0.25 0.5 1 1.5 2 Richland Creek Sewer Improvement
VDICKSON -- Miles USGS Topographic Quadrangles,
mmunily introstructure consullonfs 1 in = 1 miles Raleigh Quadrangle 2010
f, I -. —.11,410
- Ir 11.!,—�..
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Proposed Alignment Improvements
Richland Creek Service Area
P-k W K 0 0.25 0.5 1 1.5 2 Richland Creek Sewer Improvement
VDICKSON -- Miles USGS Topographic Quadrangles,
mmunily introstructure consullonfs 1 in = 1 miles Raleigh Quadrangle 2010

fWK 0 0.25 0.5 1 1.5 2 Richland Creek Sewer Improvements -
WDICI<SON Miles Soils Map
nMt 1 in = 1 miles

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