HomeMy WebLinkAbout20140325 Ver 3_401 Application_20180318SINCE FROEHLING & ROBERTSON, INC.
Engineering Stability Since 1881
NC Engineering License # F-0266
310 Hubert Street
Raleigh, North Carolina 27603-2302 1 USA
T 919.828.34411 F 919.582-0304
March 12, 2018
Ms. Karen Higgins
North Carolina Division of Water Resources
401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, INC 27699-1617
Re: Pre -Construction Notification for NWP 12, WQC 4133, and Neuse River Buffer
Authorization
City of Raleigh — Lower Walnut Creek Interceptor (DWR #14-0325 v2))
Barwell Road
Raleigh, Wake County, North Carolina
F&R Project No. 66T-0025-0001
Ms. Higgins:
Froehling & Robertson, Inc. (F&R) is submitting this Pre -Construction Notification (PCN) to the
North Carolina Division of Water Resources (NCDWR) for written concurrence for allowable
impacts to "Waters of the United States" and riparian buffer impacts. F&R is also sending a copy
to the US Army Corps of Engineers (USACE). F&R has been contracted by McKim & Creed to
perform wetland consulting services on behalf of the City of Raleigh for the above -referenced
project site located in Wake County, North Carolina within the Neuse River Basin.
F&R previously submitted an application for a 401 Water Quality Certification on November 18,
2016, as well as a 404 General Permit Verification for this project on November 29, 2016. 401
and Buffer Approval was granted on December 8, 2016 under GC 3884 and a Nationwide Permit
12 was granted by the USACE on January 11, 2017. However, the USACE permit verification
expired on March 18, 2017 and the automatic 12 month extension will expire shortly. Since work
on this project has not yet started due to unforeseen scheduling and contract delays, the project
was not completed within the allowed timeframe of the existing permit. Thus, F&R is submitting
this updated application package on behalf of the City of Raleigh in order to obtain a renewed
General Permit Verification under NWP 12 and General Certification 4133.
Please note that the project limits, proposed alignment, proposed impacts, and proposed scope
of the project have not changed since this project was originally permitted in January 2017. The
current USACE permit verification as well as the 401 Water Quality Certification are provided as
attachments to the PCN.
HQ: 3015 DUMBARTON ROAD RICHMOND, VA 23228 USA T 804.264.2701 F 804.264.1202 www.fandr.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA
A Minority -Owned Business
The City of Raleigh is proposing to construct approximately 17,000 linear feet (LF) of new 66 -inch
and 72 -inch sanitary sewer interceptor, generally parallel to and within the same easement as
the existing interceptor. The new interceptor would replace the existing 48 -inch and 54 -inch
Lower Walnut Creek (LWC) interceptor. The LWC project site is generally adjacent to and within
the same 100 foot wide permanent utility easement as the existing interceptor, which is located
adjacent to the north side of Walnut Creek between Barwell Road and the east side of
Sunnybrook Road in Raleigh, NC. However, there is a short portion of the existing easement
between 1-440 and the Walnut Creek Softball Complex which has a 60 foot wide permanent utility
easement. Further, the crossing beneath 1-440 requires alignment deviation. Approximately 3.12
acres of new easement are anticipated to be required for the LWC project.
Additionally, a second phase of this project is proposed for future construction, which is identified
as the Upper Walnut Creek Interceptor (UWC). The proposed UWC would consist of
approximately 20,000 LF of new 60 -inch sanitary sewer interceptor, generally parallel to and
within the same easement as the existing interceptor. The new interceptor would replace the
existing 42 -inch and 48 -inch UWC interceptor. The UWC project site is generally adjacent to and
within an existing 40 foot wide permanent utility easement, which is located adjacent to the
north side of Walnut Creek between Sunnybrook Road and the east side of State Street in Raleigh,
NC. Based on consultation with the USACE, the UWC portion of this project will be permitted
at a later date due to the anticipated time delay between the construction of the Lower portion
and the Upper portion. Estimated future impacts are included as part of the PCN documentation
contained herein.
The purpose of this project is to improve the existing Walnut Creek Interceptor, which is
approximately 40 years and is nearing the end of its useful service life, as well as increase capacity
to meet the existing and growing needs of the areas that are currently serviced by this sewer line.
The City of Raleigh is proposing the following impacts for the LWC Interceptor:
➢ One (1) jurisdictional wetland impact area totaling 0.01 acres of temporary impacts and
no permanent impacts;
➢ Nine (9) stream crossings totaling 432 linear feet of impacts to five perennial streams and
four intermittent streams, all of which are unnamed tributaries to Walnut Creek and
consist of temporary impacts; each of the crossings is perpendicular;
➢ Seven (7) Zone 1 and 2 buffer impact areas (one permanent and six temporary), each
associated with stream crossings identified above.
Parallel impacts to Zone 1 and 2 of the Walnut Creek Riparian Buffer were completely avoided.
Additionally, anticipated impacts associated with the second phase of this sewer line (i.e., UWC)
have also been calculated and are included in the attached documents. These impacts will be
permitted separately, as noted above.
Lower Walnut Creek Interceptor - PCN Submittal March 12, 2018
Raleigh, Wake County, North Carolina F&R Project No. 66T-0025-0001
Stream crossings will consist of a "cut and fill" type crossing and will be perpendicular to the
surface water of the stream. Once the GSL is installed, the stream channel and banks shall be
returned to the pre-existing grade. The maintained easement will be 10-15 feet wide.
In accordance with Cumulative Impacts and the 404 Nationwide Permit and 401 Water Quality
Certification, Wake County and the City of Raleigh are committed to requiring on-site storm
water management measures (such as level spreaders, bio -retention, or constructed wetlands)
for development when parcels adjacent to these sewer line improvement corridors are
developed.
It is F&R's understanding that the permanent jurisdictional wetland impacts disturb less than 0.5
acres of Waters of the United States and are allowable IAW USACE Nationwide Permit 12 and
North Carolina General 401 Water Quality Certification 3884.
It is F&R's understanding that the nine perpendicular stream crossings are "Allowable" IAW 15A
NCAC 02b .0233 (6) and require written concurrence IAW North Carolina General 401 Water
Quality Certification 3884.
It is F&R's understanding that the proposed impacts to Zone 1 and 2 of Riparian Buffers are
"Allowable" IAW 15A NCAC 02b .0233 (6) and require written concurrence IAW North Carolina
General 401 Water Quality Certification 4133.
F&R is submitting this Pre -Construction Notification (PCN) with associated USGS Map, stream and
buffer impact drawings, and project plan drawings to the USACE and NCDWR for written
concurrence for the impacts listed above. Should your office have questions pertaining to any of
the information presented within the following PCN or its attachments, please do not hesitate to
contact me.
Respectfully Submitted,
FROEHLING & ROBERTSON, INC.
Elias N. Ruhl
Environmental Services Manager
Lower Walnut Creek Interceptor - PCN Submittal March 12, 2018
Raleigh, Wake County, North Carolina F&R Project No. 66T-0025-0001
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Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: NW12 or General Permit (GP) number: WQC #4133
1c.
Has the NWP or GP number been verified by the Corps?
❑X Yes ❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑X Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
NX Yes ❑ No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑ No
2.
Project Information
2a.
Name of project:
Lower Walnut Creek Interceptor
2b.
County:
Wake
2c.
Nearest municipality / town:
Raleigh
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state project no:
N/A
3.
Owner Information
3a.
Name(s) on Recorded Deed:
See attached parcel ownership information
3b.
Deed Book and Page No.
See attached parcel ownership information
3c.
Responsible Party (for LLC if
applicable):
See attached parcel ownership information
3d.
Street address:
See attached parcel ownership information
3e.
City, state, zip:
See attached parcel ownership information
3f.
Telephone no.:
See attached parcel ownership information
3g.
Fax no.:
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 ❑X Other, specify: Municipality
4b.
Name:
Edward Stempien, Raleigh Public Utilities Department
4c.
Business name
(if applicable):
City of Raleigh
4d.
Street address:
One Exchange Plaza
4e.
City, state, zip:
Raleigh, NC 27601
4f.
Telephone no.:
919-996-4540
4g.
Fax no.:
919-996-3490
4h.
Email address:
Edward.Stempien@raleighnc.gov
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Elias Ruhl
5b.
Business name
(if applicable):
Froehling & Robertson, Inc.
5c.
Street address:
310 Hubert Street
5d.
City, state, zip:
Raleigh, NC 27603
5e.
Telephone no.:
919-828-3441
5f.
Fax no.:
919-828-5751
5g.
Email address:
eruhl@fandr.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 parcel ownership information
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.75273 Longitude: -78.54364
1 c.
Property size:
35 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Walnut Creek
2b.
Water Quality Classification of nearest receiving water:
C; NSW (Neuse River)
2c.
River basin:
Neuse
3.
Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site consist of an existing and ongoing sewer easement.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.01
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 432
3d.
To improve
Explain the purpose of the proposed project:
the existing Walnut Creek Interceptor, which is approximately 39 years old and is nearing the end of its useful life, and increase capacity.
3e.
The
Describe the overall project in detail, including the type of equipment to be used:
project involves clearing, digging a trench, and installing a sewer line in an existing utilizing typical construction equipment and best mgt practices.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases in the past?
❑X Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c.
If yes, who delineated the jurisdictional areas?
Name (If known): Christopher Burkhardt & Paul Hughes with F&R
Agency/Consultant Company: Froehling & Robertson, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Preliminary JD completed in conjunction with the previously issued USACE permit (Jan. 11, 2017). See attached.
Stream Det. Ltrs were issued on July 25, 2013 (RRO 13-165) and April 15, 2014 (RRO 14-0325). Verification from USACE issued on June 5, 2013.
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑x Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
USACE Action ID 2013-01612; DWR #14-0325 v2; application date: 11/29/2016; USACE permit issued 1/11/2017; DWR certification issued 12/8/2016
6.
Future Project Plans
6a.
Is this a phased project?
❑X Yes ❑ No
6b. If yes, explain.
See Project Narrative attached.
Page 3 of 10
PCN Form — Version 1.4 January 2009
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑X Wetlands ❑X Streams — tributaries ❑X Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
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:
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
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 indivi ually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments: No open water impacts are proposed.
5. 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:
Pond or Lake construction is not proposed.
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
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet)
6g.
Zone 2
impact
(square
feet)
B1
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
Please see the 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.
Please see the attached Avoidance and Minimization Summary.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Please see the attached Avoidance and Minimization Summary.
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 ❑X No
2b.
If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c.
If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3.
Complete if Using a Mitigation Bank
3a.
Name of Mitigation Bank:
3b.
Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
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:
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 ❑X No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 7 of 10
E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
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.
Stormwater management or drainage plans are not required for this sewer line.
❑ Yes ❑X 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 ❑X No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
The project consists of a sewerline.
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
2e.
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑ HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009
F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
0 Yes ❑ No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
0 Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
0 Yes ❑ No
Comments: FONSI received on June 23, 2015 (attached)
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 0 No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after-the-fact permit application?
❑ Yes 0 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 ❑X 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 purpose of this project is to improve the existing Walnut Creek Interceptor, which is approximately 40 years old and is nearing the end of its useful
service life, as well as increase capacity to meet the existing and growing needs of the areas that are currently serviced by this sewer line.
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 proposed project is a sewer line, designed to increase available capacity for current and planned future development within the area of the project
site.
Waste carried by the proposed upgraded sewer line would be treated in the Neuse River Resource Recovery Facility (NRRRF — NPDES permit
NC0029033, 60 MGD) prior to being discharged into 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 0 No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
0 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?
Natural Heritage Program GIS Data and USFWS County list of Protected Species
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes 0 No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http://www.habitat.noaa.gov/protection/efh/efhmapper/index.htmi
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes 0 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?
NC SHPO GIS Data
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑X Yes ❑ No
8b. If yes, explain how project meets FEMA requirements:
The project will be constructed in accordance with best management practices for installing a sewer line in a 100 year floodplain.
8c. What source(s) did you use to make the floodplain determination?
FEMA FIRM
Elias N. Ruhl
03-09-2018
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.
Page 10 of 10
March 9, 2018
Project Narrative and Avoidance and Minimization Statement
Subject: Owner: City of Raleigh Public Utilities Department
Project Name: Lower Walnut Creek Interceptor
Purpose and Need Statement:
The purpose of this project is to improve the existing Walnut Creek Interceptor, which is approximately 39 years
and is nearing the end of its useful service life, as well as increase capacity to meet the existing and growing needs
of the areas that are currently serviced by this sewer line.
The Walnut Creek Interceptor is divided into the existing, downstream Lower Walnut Creek (LWC) sanitary sewer
interceptor and the existing, upstream Upper Walnut Creek (UWC) sanitary sewer interceptor. This sewer system
serves as a major artery for wastewater collection. It receives flow from a large portion of the City of Raleigh and
surrounding communities. A comprehensive inspection and condition assessment of the interceptor was
conducted and found that a majority of the existing Walnut Creek interceptor should be addressed as part of the
project from a condition standpoint. In addition to an overall system capacity and flow study, a Preliminary
Engineering Report was also prepared for the project to identify necessary rehabilitation and/or replacements of
the existing interceptor. The objective was to select the most economical and environmentally acceptable
alternatives to address peak wet weather flows, future growth, and structural and operational deficiencies to
safely convey existing and projected wastewater. The most effective project solution was determined to be to
move forward with the replacement and upsizing of the existing 42" system to a 60" interceptor while increasing
the overall easement width from 40' to 60'.
The LWC project is being designed for the City by McKim & Creed, Inc. and the UWC project is being designed by
Kimley-Horn and Associates. The City originally planned for the UWC interceptor project to be a rehabilitation
project only, instead of an expansion project. However, following completion of a Sewer System Capacity and
Flow Study and a Preliminary Engineering Report, it is evident that in addition to rehabilitation or replacement of
the interceptor due to condition, an expansion of capacity is needed to meet future demands. Because the UWC
project was initially intended to be a rehabilitation project only, and because the UWC schedule was behind the
LWC project schedule, the UWC project was not initially included with the LWC during the scoping process.
However, the UWC project connects to the LWC project and therefore the two projects are closely related. Based
on consultation with the USACE, the entire project is being permitted in phases with the initial phase focusing
on LWC but including estimated future impacts associated with UWC. The UWC portion of this project will be
permitted at a later date due to the anticipated time delay between the construction of LWC and UWC. It is
estimated that the UWC project will begin construction following completion of construction of the LWC project.
*Please Note: Descriptions and details of the UWC section are included within this project narrative for
informational purposes only. Plans for the UWC are not yet finalized and statements within this narrative
regarding the UWC alignment are based on the current iteration of plans and are subject to change. The UWC
project will be permitted separately.
The LWC project is needed for the following reasons:
The existing interceptor has been in service for approximately 39 years and is nearing the end of its useful
service life.
The LWC interceptor is experiencing degraded structural conditions and has potential for failure as
reported by Hydrostructures, PA during their closed circuit television (CCTV) and limited manhole
inspections for the LWC interceptor in February 2012.
Previous sanitary sewer capacity studies and the City's Capital Improvements Plan identified projected
growth in the service area over the planning period and subsequent wet weather peak flows exceeding
the current capacity of the existing sewer requiring additional interceptor capacity.
The UWC project is needed for the following reasons:
• The existing 42 -inch northern branch interceptor has been in service for approximately 60 years and is
nearing the end of its useful service life. The 48 -inch southern branch interceptor between Rock Quarry
Road and State Street was constructed in 1986.
• A CCTV assessment conducted in July 2013 by ReclZone Robotics indicated that approximately 86% of the
42 -inch northern branch of the UWC interceptor between Sunnybrook Road and Rock Quarry Road was
at condition Grade 3 to Grade 5, indicating significant operational and structural issues, pipeline
deterioration, and reliability concerns.
• Limited pole camera inspection of the parallel 42 -inch and 48 -inch sewer interceptors between Rock
Quarry Road and State Street indicated that most of the sewers were in fair to good condition, but with
some rehabilitation needed.
• Previous sanitary sewer capacity studies identified projected growth in the service area over the planning
period and subsequent wet weather peak flows exceeding the current capacity of the existing sewers
requiring additional interceptor capacity.
Project Location and Description
The Walnut Creek project service area, inclusive of the UWC and LWC interceptor service areas, is approximately
28,800 acres. It is generally bounded by Barwell Road to the east, Poole Road and Hwy 64 to the north, 1-40 to
the west and Rock Quarry Road and Hwy 70 to the south.
LWC
The existing LWC Interceptor is approximately 17,000 linear feet (LF) of 48 -inch / 54 -inch gravity sewer interceptor
generally located north of Walnut Creek between Barwell and Sunnybrook Roads in Raleigh, North Carolina.
The LWC project involves replacement of the existing 48 -inch and 54 -inch LWC interceptor via construction of
approximately 17,000 LF of new 66 -inch / 72 -inch sanitary sewer interceptor, generally parallel to and within the
same easement as the existing interceptor. The new interceptor is anticipated to be installed by open cut, with
microtunnel installation utilized at the crossing of 1-440.
The LWC project site is generally adjacent to and within the same 100 foot wide permanent utility easement as
the existing interceptor, which is generally located adjacent to the north side of Walnut Creek between Barwell
Road and the east side of Sunnybrook Road in Raleigh, NC. However, there is a short portion of the existing
easement between 1-440 and the Walnut Creek Softball Complex which has a 60 foot wide permanent utility
easement. Further, the crossing beneath 1-440 requires alignment deviation. Approximately 3.12 acres of new
easement are anticipated to be required for the LWC project.
UWC
The existing UWC Interceptor is approximately 20,000 linear feet (LF) of parallel 42 -inch (northern branch) and
48 -inch (southern branch) sewer interceptor generally located along Walnut Creek between Sunnybrook Road
and State Street in Raleigh, North Carolina. The existing UWC Interceptor is within an existing 40 -foot easement.
Approximately 9.26 acres of new easement are anticipated to be required for the UWC project.
The UWC project includes two parts. Part one of the UWC project extends from the LWC project connection point
at Sunnybrook Road to Rock Quarry road and involves in-situ replacement, with limited relocation, of the existing
42 -inch (northern branch) sanitary sewer interceptor with a 60 -inch sanitary sewer pipe. Part two of the UWC
project extends from Rock Quarry Road to State Street and involves construction of approximately 5,000 LF of
new 60 -inch sanitary sewer interceptor to replace the existing 42 -inch (northern branch) sewer interceptor and
rehabilitation of the existing parallel 48 -inch (southern branch) sanitary sewer from Rock Quarry Road to State
Street. The interceptor replacements are anticipated be installed by open cut.
Avoidance and Minimization:
An environmental assessment (EA) was completed as part of the Walnut Creek project and Finding of No
Significant Impact (FONSI) was received on June 23, 2015. The following is a summary of findings from the EA.
Significant, permanent direct impacts are not anticipated to occur as a result of the proposed LWC and UWC
projects.
No direct impacts to land use, prime or unique agricultural lands or areas of archaeological or historical value are
anticipated as a result of the proposed LWC and UWC projects.
However, the following direct, minor temporary impacts may occur during construction of the proposed LWC and
UWC projects, but will be mitigated as indicated:
Wetlands
Efforts will be made to minimize the total impact to wetlands resulting from the proposed project. Wetlands
within the study area were delineated prior to final location of the project corridor. Unavoidable wetland impacts
occur where engineering constraints such as topography, existing utilities or structures, or easement acquisition
limit the movement of the project corridor. Within wetland areas, the construction corridor will be limited to 15
feet in width where practical to reduce impacts. In areas where wetlands are located adjacent to or just inside
the construction corridor, they will be avoided if possible. Orange tree -protection fencing will be temporarily
installed to prevent accidental disturbance of these areas. Required erosion control Best Management Practices
(BMPs) should also reduce the likelihood of sediment loss to adjacent wetland areas. Wetland areas that are
impacted during construction will be stabilized using a native wetland seed mix. Where possible, topsoil will be
stockpiled separately during initial clearing and excavation in order to restore the temporarily disturbed areas to
pre -construction grades. Wetlands that are temporarily disturbed but not permanently maintained will be
allowed to revert back to their former pre -construction condition.
Streams
Design efforts will attempt to minimize stream crossings and impacts to the riparian buffer and floodplains. The
existing easement and existing interceptors are adjacent to, but do not cross Walnut Creek. Due to the size of the
pipe and grade requirements, directional drilling and bore and jack are not feasible options for construction of the
improvements at stream crossings; therefore, the improvements will be installed via open cut methods at stream
crossings.
Direct impacts to streams will be minimized within the project area where practical. During the permitting phase
of the project, each crossing will be evaluated to determine the required impact area. Impacts will be limited to
the excavated trench and backfill area, dewatered area, and the areas subject to stabilization. Stream banks will
be stabilized upon completion of construction using a native seed mix. The majority of the resulting impacts will
be limited to areas within the currently maintained corridor along with the existing interceptor.
Many of these impacted streams are low quality or degraded channels set in residential areas, or are otherwise
confined by historic activities. Erosion control BMPs will be used where appropriate and required. Crossing
locations will be stabilized immediately following disturbance in order to minimize sedimentation impacts and
runoff to downstream receiving waters.
Erosion and Sedimentation Control
Construction of the proposed project will cause minor impacts to soils. It is anticipated that approximately 35
acres of land disturbance will occur during construction of the LWC project and 26.5 acres of land disturbance will
occur during construction of the UWC project. Direct impacts to soils as a result of this project will be mitigated
by adhering to conditions of the sedimentation and erosion control plan.
Timeline of Proiect Events since Previous Permit Approvals:
Here's a general timeline of the project since previous USACE permit approval:
• December 8, 2016: Approval of 401 Water Quality Certification (DWR #14-0325 v2)
• January 11, 2017: Approval of 404 General Permit Verification (AID: 3013-01612)
• Nov 2016 — Oct 2017: Delay in advertisement of Lower Walnut Creek Sanitary Sewer Improvements
construction contract due to City of Raleigh permit approval; easement negotiation and acquisition for
temporary access road; and NCDOT encroachment approval within the 1-440 Control of Access area for
the Fortify 1-440 Rebuild project. The project could also not be initiated in the summer months due to
limitations on shutdown of the City's reuse water system during construction for required relocations.
• October 2017: Advertised Lower Walnut Creek Sanitary Sewer Improvements for construction
• November 2017: Opened bids for Lower Walnut Creek Sanitary Sewer Improvements
• April 2018 : Anticipated NTP for Lower Walnut Creek Sanitary Sewer Improvements construction contract
• November 2019: Anticipated substantial completion for Lower Walnut Creek Sanitary Sewer
Improvements construction contract
• January 2020: Anticipated final completion for Lower Walnut Creek Sanitary Sewer Improvements
construction contract
Construction of the second phase of the project (Upper Walnut Creek Interceptor) is anticipated to begin following
the completion of the Lower Walnut Creek portion (i.e., January 2020).
PARCEL
ID NO. PIN NUMBER
OWNER
ADDRESS NO.1
ADDRESS NO.2
ADDRESS NO.3
DEEDBOOK DEEDPAGE
1
1732780525
WOODARD, LEAMON HEIRS
5133 GRASSHOPPER RD
RALEIGH INC 27610-9396
5416TRESTLEWOOD LN
000852
00-E-
2
1732680665
ALMUSJACKSON JEFFREYS JR REVOCABLE TRUST
ALMUSJACKSON JEFFREYS JRTRUSTEE
6004 POOLE RD
RALEIGH NC 27610-4525
015350
02039
3
1732587444
ALMUS JACKSON JEFFREYS JR REVOCABLE TRUST
ALMUS JACKSON JEFFREYS JR TRUSTEE
6004 POOLE RD
RALEIGH NC 27610-4525
015350
02043
4
1732584766
JEFFREYS, A 1111 JEFFREYS, CHRISTY D
5822 POOLE RD
RALEIGH INC 27610-4522
5413 TRESTLEWOOD LN
006178
00405
5
1732592042
MARTIN, CHARLES EUGENE MARTIN, BARBARA P
3105 HODGE RD
KNIGHTDALE NC 27545-8701
5417 TRESTLEWOOD LN
007200
00610
6
1732488459
H J MORRIS CONST INC
1708 TRAWICK RD STE 209
RALEIGH INC 27604-3897
5421 TRESTLEWOOD LN
006846
00814
7 r
1732590007 1
THIANI, ANN
2129 LAKE TROUT LIN
RALEIGH NC 27610-5564
5429TRESTLEWOOD LN
009750
01774
8
1732499176
WILLIAMS, CARLOS LAMONT
2125 LAKE TROUT LN
RALEIGH INC 27610-5564
1800 MAYBROOK DR
008059
02001
9
1732498261
JEFFERSON, KEITH
79 LOZIER RD
BUDD LAKE NJ 07828-1210
10505 MONTANA TER
011288
01078
10
1732590386
BEARD, STEPHANIE M
2109SPIN CAST PL
RALEIGH INC 27610-5574
264 W MILLBROOK RD
007982
00208
11
1732590266
HARDY, VIVIANJ
2113 SPIN CAST PL
RALEIGH INC 27610-5574
5421 KINCROSS CT
007990
00093
12
1732499248
BRIDGERS, RONALD E
2112 SPIN CAST PL
RALEIGH INC 27610-5574
5417 KINCROSS CT
013304
00444
13
1732498363
RORIE, MARCELLA S
2825 ROUNDLEAF CT
RALEIGH NC 276045474
5413 KINCROSS CT
007730
00721
14
1732498461
CISNEROS, JOSE VIDAL BERMUDEZ, KENIA BEATRIZ
2104 SPIN CAST PL
RALEIGH INC 27610-5574
5409 KINCROSS CT
012490
02749
15
1732498487
BASS, HERBERTBASS, ERNESTINES
2101LAKETROUTLN
RALEIGH INC 27610-5564
5405 KINCROSS CT
007583
00630
16
1732497114
ROGERS, GRETA
2116 LAKETROUT W
RALEIGH INC 27610-5563
5401 KINCROSS CT
007730
00706
17
1732497214
BRANCH, COREY
2112 LAKE TROUT LIN
RALEIGH INC 27610-5563
5400 KINCROSS CT
008979
02445
18
1732497327
PULLEY, PHILLIP PULLEY, TONYA S
2108 LAKETROUT LN
RALEIGH INC 27610-5563
5404 KINCROSS CT
007818
00931
19
1732497426
MANGUM, DEBORAH A
2104 LAKE TROUT LIN
RALEIGH INC 27610-5563
2619 DAVISST
009492
02061
20 r
1732497523 1
WILSON, ANGELA
2100 LAKE TROUT LIN
RALEIGH INC 27610-5563
1804 KILPECK LN
012959
01514
21
1732494741
WILLIAMS, AMANDA F
1941 RANCH MILL CIR
RALEIGH INC 27610-4589
5401 FIELDCROSS CT
013385
01737
22
1732493750
CORREA, REINALDOJ
162 BAY 34TH ST
BROOKLYN NY 11214-5208
1821WINWAYDR
012703
00646
23
1732492773
HAWLEY RESTORATION AND RENTALS LLC
710 INDEPENDENCE PL UNIT 207
RALEIGH NC 27603-1856
1816WINWAYDR
015374
00319
24
1732496535
SULLIVAN, CHARLES K
2000 RANCH MILLCIR
RALEIGH INC 27610-4572
1812WINWAYDR
005004
00085
25
1732495562
AUSTIN, TERESAL
585 NEWARK AVE APT4J
ELIZABETH NJ 07208-3339
1808WINWAYDR
008254
01453
26
1732494499
BROWN, MILTON LJR
1936 RANCH MILL CIR
RALEIGH INC 27610-4588
5309 NORTHPINES DR
014010
02572
27
1732494533
PHILLIPS, ROBBIE GALE
1932 RANCH MILL CIR
RALEIGH INC 27610-4588
5317 NORTHPINES DR
005122
00800
28
1732493586
VEASEY, BETTY
1928 RANCH MILLCIR
RALEIGH INC 27610-4588
5321 NORTHPINES DR
008667
01418
29
1732493527
MARTINEZ, JORGE ABUNDIO MARTINEZ, VIRGINIA
1472 OLD MILBURNIE RD
RALEIGH INC 276049631
5320 NORTHPINES DR
015617
01498
30
1732492569
GONZALEZ, MARIO GONZALEZ, SILVIA V
1920 RANCH MILLCIR
RALEIGH INC 27610-4588
3225 BLUE RIDGE RD STE 117
014644
00436
31
1732492602
POLLARD, LAWRENCE D III
1916 RANCH MILLCIR
RALEIGH INC 27610-4588
5312 NORTHPINES DR
004859
00821
32
1732493368
RIVER KNOLLASSOCIATES
4948 WINDY HILLDR
RALEIGH INC 27609-5189
112 S APPLEWOOD CT
003492
00757
33
1732491657
CARIAS, CARLOS CARIAS, JOSEFINA VALLE
1912 RANCH MILLCIR
RALEIGH INC 27610-4588
5333 PRONGHORN LN
011241
01603
34
1732491704
BRANCHE, GWENDOLYN
1908 RANCH MILL CIR
RALEIGH INC 27610-4588
5337 PRONGHORN LN
008349
01173
35
1732490851
MERRITT, FREDERICK D MERRITT, CONCEPCION P
1904 RANCH MILLCIR
RALEIGH INC 27610-4588
519 FEDERAL AVEE
007241
00085
36
1732490943
BAGLEY, ANGELA BAGLEY, DEANNA
5522 BRINGLE CT
RALEIGH INC 27610-4574
2603 DWIGHT PL
013888
02056
37
1732490923
LAWRENCE, MICHAELL LAWRENCE, FRANCES H
8311 BRIER CREEK PKWYSTE 105-363
RALEIGH INC 27617-7328
2605 DWIGHT PL
011929
01947
38
1732399980
BARBOUR, DON G HEIRS
DAVID C BARBOUR
8422 BUFFALO RD
SELMA NC 27576-6299
RALEIGH NC27610-6547
39
1732399960
BARBOUR, DAVID CALVIN MILLER, JOHN DAVID HEIRS
8422 BUFFALO RD
SELMA NC 27576-6299
LYNN H RALLS TRUSTEE
3502 RIVER HILLS CT
GREENSBORO INC 27410-8301
40
1732398986
PAYNE, SHARON
5510 BRINGLE CT
RALEIGH INC 27610-4574
2611 DWIGHT PL
007334
00305
41
1732398989
OZAY, BERIL
2817 DAYTONA DR
RALEIGH INC 27610-5711
2621 DWIGHT PL
014424
00114
42
1733308074
REDD, SIECHIEHB
2602 BUFFALOE RD
GARNER INC 27529-5132
2623 DWIGHT PL
013380
01740
43
1733308085
OATES, ENNIS DEROY
202ASHETON RD
WILMINGTON NC 28411-9004
1201 S COURTHOUSE RD APT428
015425
00147
44
1733308088
REDNECK FLYERS LLC
116 N PASTURES TRL
FRANKLINTON NC 27525-9551
PO BOX 601
014435
01922
45
1733309114
BRYANT, KATHY
5501 BRINGLE CT
RALEIGH INC 27610-4574
2629 DWIGHT PL
007176
00182
46
1732399822
RIVERKNOLL HOMEOWNERS ASSOC INC
4934 WI NOY HILL DR
RALEIGH INC 27609-4930
2631 DWIGHT PL
003644
00428
47
1732491328
RIVERKNOLL HOMEOWNERSASSOC INC
4968WINDY HILL DR
RALEIGH INC 27609-4930
4098 BARRETT DR
004602
00279
48
1732480863
RALEIGH CITY OF
PO BOX 590
RALEIGH INC 27602-0590
5404 FIELDCROSS CT
004602
00273
49
1733307101
SIMPSON, ANDREW SIMPSON, WANDA T
5508 LAKE GARDEN CT
RALEIGH INC 27610-3183
PO BOX 41674
012456
00504
50
1732396924
ZAMORA, ALBERTO A HERNAN DEZ, VI LMA Y
1821 VINTAGE RD
RALEIGH INC 27610-3190
1905 MAYBROOK DR
011648
00743
51
1733306013
LANGSTON, CHARLES HENRY LANGSTON, AUDREY D
1817 VINTAGE RD
RALEIGH INC 27610-3190
PO BOX 2163
005502
00650
52
1732396677
SUFAR, CHARLES D SUTAR, WEN Z
4260 TALON DR
DUMFRIES VA 22025-2052
309W MILLBROOK RDSTE 131
007335
00242
53
1732396669
YANG, IIANREN YANG, LUN XIAO
105 BERGSTRAND CT
CARY NC 27513-5654
2005 MAYBROOK DR
007307
00852
54
1732396763
SHEN, QUN SHEN, JIEWEN UU
10667 GOLDEN WILLOW UNIT 150
SAN DIEGO CA 92130-4950
4814 OLD FAISON RD
007266
00510
55
1732396744
POWELL, MICHAEL WALTER
914 MULBERRY RD
CLAYTON NC 27520-2130
30601 AGO URA RD STE 200
007341
00368
56
1732396736
LU, YU BAO, WENIUN
641 HALCYON MEADOW DR
CARY INC 27519-7701
2021 MAYBROOK DR
008352
01569
57
1732396707
TRAN, HOANGTTRAN, HUONG L
5213 LEEWARD LN
ALEXANDRIA VA 22315-3944
5407 DRUM IN LET PL
007106
00674
58
1732395798
TRAN, HOANG T ENTIRETY TRAN, HUONG L
5213 LEEWARD LN
ALEXANDRIA VA 22315-3944
5404 DRUM IN LET PL
007282
00899
59
1732395880
TRAN, HOANGTTRAN, HUONG L
5213 LEEWARD LN
ALEXANDRIA VA 22315-3944
5408 DRUM INLET PL
007106
00672
60
1732395615
WEBSTER, JOHN A III
150OVILLAGE WEST DR# 5
AUSTIN TX 78733-1977
2405 LOCKWOOD FOLLY LN
007195
00142
61
1732394696
WEBSTER, JOAN
6440 WILD HORSE VALLEY RD
NAPA CA 94558-4021
2401 LOCKWOOD FOLLY LN
007195
00146
62
1732394679
BRIGHT, ALAN BRIGHT
1804 BALFOUR DOWNS CIR
FUQUAYVARINA NC 27526-7740
2321 LOCKWOOD FOLLY W
007190
00276
63
1732394760
CAUDLE, EDDIE W CAUDLE, TERESA B
4539 INC HIGHWAY 96
OXFORD NC 27565-7226
007196
00786
64
1732394762
HARDIN, JAMES K
3528 KEMBLE RIDGE DR
WAKE FOREST INC 27587-4851
007234
00198
65
1732394756
YANG, IIANREN XIAO, LUN
105 BERGSTRAND CT
CARY INC 27513-5654
015179
00775
66
1732394758
KANG, WHAN SU TRUSTEE KANG, YOUNG JANICE TRUSTEE
108 ZOA CT
RALEIGH NC 27607-4994
009350
00698
67
1732394840
EVAN I NVESTMENT GROUP LLC
2800 OAK BRIDGE DR
RALEIGH INC 27610-3292
015091
00287
68
1732395529
VINEYARDS HOMEOWNERS ASSOC INCTHE
4098 BARRETT DR
RALEIGH INC 27609-6604
007106
00676
69
1732394922
HUNTER, NORMAN HUNTER, MARILYN
192OVINTAGE RD
RALEIGH NC 27610-3189
005582
00268
70
1733304003
EVANS INVESTMENTGROUP LLC
28000AK BRIDGE DR
RALEIGH INC 27610-3292
014842
01250
71
1732392997
RICHARDSON, LOUISE HEIRS
LENNOX RICHARDSON
5337 TRESTLEWOOD LN
RALEIGH NC 27610-4540
72
1732392838
MULL, STEVEN
107SOUTHWICKCT
CARY NC 27513-1714
005002
00084
73
1732393715
BAKER, BENNIE LEE BAKER, SYBLE HARRIS
5409 TATTEN HOE CT
RALEIGH INC 27610-4553
004627
00126
74
1732393528
SPIVEY, GAREY LAMON
5412 TAT -FEN HOE CT
RALEIGH INC 27610-4553
015306
01439
75
1732392527
LOCKER, TOMARC
5408 TAT -FEN HOE CT
RALEIGH INC 27610-4553
011234
02653
76
1732391634
HILL, RUSSELL L HILL, GEORGIA M
5404TAT-FEN HOE CT
RALEIGH INC 27610-4553
005572
00399
77
1732390754
HAWLEY, ANNE
710 INDEPENDENCE PL UNIT 207
RALEIGH INC 27603-1856
015649
02587
78
1732390505
SCOTT, DERRICK DSCOTT, TINA P
1813 TEABROOK CT
RALEIGH INC 27610-4565
007753
00601
79
1732299604
KI NG, DANI EL
1809TEABROOK CT
RALEIGH INC 27610-4565
009814
01372
80
1732298744
NORMAN, MARY E NORMAN, JAMES R
1801 TEABROOK CT
RALEIGH INC 27610-4565
014946
02091
81
1732390935
BURGESS, JEROME
5324 TRESTLEWOOD LN
RALEIGH INC 27610-4539
010664
01217
82
1732299952
DUMONT, JENNIFER L
5400TRESTLEWOOD LN
RALEIGH INC 27610-4568
013180
01255
83
1732298971
MCLAWHORN, RAYTON GJR
5404 TRESTLEWOOD LN
RALEIGH INC 27610-4568
007928
00613
84
1732297990
SMITH, KARL SMITH, ERIN A
5408TRESTLEWOOD LN
RALEIGH INC 27610-4568
015661
02428
85
1733208056
DILLON, CALEB DILLON, NATASHA
1713TI LBROOK CT
RALEIGH INC 27610-4552
014851
01167
SEAL I511II�+ SEAL
y4: v,MCMM&CREED
C
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
�; rAGIK4 YyN' Phone: ) (919)233-8031
o�p LAT1NDi' (919 233-8091, Fax:
n License: F-1222
ie� `I,�jG
`'1 www.mckimcreed.com
87
1732297912
THOMPSON, KELLY R
5412 TRESTLEWOOD LN
RALEIGH NC 27610-4568
MCE PROD.
013263
01503
88
1732296946
MCCRIMMON, KENNETH L MCCRIMMON, HELEN B
5416TRESTLEWOOD LN
RALEIGH NC 27610-4568
DESIGNED
007908
00835
89
1733206035
LESSARD, JAMIE
5420TRESTLEWOOD LN
RALEIGH NC 27610-4568
PROJ. MGR.
014482
00197
90
1732297537
HEALY, BRIAN E HEALY, COURTNEY K
1804 TEABROOK CT
RALEIGH NC 27610-4554
STATS
NOT
011831
ODD01
91
1732296741
NANCE, BRENDA
5413 TRESTLEWOOD LN
RALEIGH NC27610-4569
92
1732295834
BELL, MYLES ANTHONY
5417 TRESTLEWOOD LN
RALEIGH INC 27610-4570
013957
00299
93
1732294943
PHIPPS, JULIA
5421 TRESTLEWOOD LN
RALEIGH NC 27610-4570
008130
02777
94
1732293968
CAPPY, GARY E CAPPY, MI RIAM MELEN DEZ
5429TRESTLEWOOD LN
RALEIGH INC 27610-4570
004713
00333
95
1733202151
EBNER, WILLIAM
1800 MAYBROOK DR
RALEIGH NC 27610-4548
012463
00759
96
17332000931
KING, WILLIAM KING, MARILYN
10505 MONTANA TER
UPPER MARLBORO MD 20774-6034
012373
01104
97
1733200106
TALON RIDGE HOMEOWNERS ASSOC INC
264 W MILLBROOK RD
RALEIGH NC27609-4304
009499
00649
98
1732295556
TOWNSEND, GEORGE E JR TOWNSEN D, ANITA M
5421 KINCROSS CT
RALEIGH NC27610-4591
005089
OD577
99
1732294643
TURGEON, ALAIN TURGEON, SANDRA
5417 KINCROSS CT
RALEIGH NC 27610-4591
009944
01252
100
1732293698
MARTINEZ, ROBERTY SALOMON
5413 KINCROSS CT
RALEIGH NC27610-4591
008509
02157
101
1732293744
MOODY,JIMMY
5409 KINCROSS CT
RALEIGH NC27610-4591
009313
01568
102
1732292884
ANCRUM, JASON
5405 KINCROSS CT
RALEIGH NC27610-4591
009353
02729
103
1732291872
SANDERS, DANIELSANDERS, DEBRA
5401 KINCROSS CT
RALEIGH NC 27610-4591
006648
00075
104
1732290794
BROWN, WESLEY E BROWN, BOBBI S
5400 KINCROSS CT
RALEIGH NC 27610-4590
006329
00475
105
1732290674
REGALADO, KATHARINA
5404 KINCROSS CT
RALEIGH NC27610-4590
006467
00244
106
1732291548
LOGAN, VIVIANB
2619 DAVISST
RALEIGH NC27608-2029
008356
00595
107
1732290580
PAGAN, JOSEFINA
1804 KILPECK LN
RALEIGH NC 27610-6509
014794
02149
108
1732199579
COLLINS, CHARLES A COLLINS, GLORIA H
5401 FIELDCROSS CT
RALEIGH INC 27610-4559
005092
00693
109
1732199801
FREDELL, CHRISTOPHER TIMOTHY
1821WINWAYDR
RALEIGH INC 27610-4563
015544
00710
110
1732198751
KNOBEL, AMIE L KNOBEL, MARK J
1816WINWAYDR
RALEIGH NC 27610-4562
012353
02742
111
1732197675
IVEY, HARRYT IVEY, CATHY M
1812WINWAYDR
RALEIGH NC27610-4562
008329
01189
112
1732196781
OROZCO, PHILLIP G
1808WINWAYDR
RALEIGH NC27610-4562
010740
00824
113
1732195693
RAY, LARESHIA
5309 NORTHPINES DR
RALEIGH NC 27610-4557
012074
00482
114
1732196547
EDWARDS, ALFRED H EDWARDS, ANTHA W
5317 NORTHPINES DR
RALEIGH NC 27610-4557
012378
02249
115
1732197502
JONES, RANDY E MARLEY, TIFFNEY L
5321 NORTHPINES DR
RALEIGH NC 27610-4557
012204
02494
116
1732195375
MBATA, JOHN FRANCIS MRATA, ERNESTINE M
5320 NORTHPINES DR
RALEIGH INC 27610-4556
008052
00499
117
1732195421
BROWN,THOMASJ
3225 BLUE RIDGE RD STE 117
RALEIGH NC 27612-8060
005184
00811
118
1732194467
SEGARRA, HERBERT SEGARRA, LILLIAN
5312 NORTHPINES DR
RALEIGH NC 27610-4556
011348
00537
119
1732193372
EL, RENE S EL, CARMELA G
112 S APPLEWOOD CT
ROCKY MOUNT INC 27803-1436
011255
00422
120
1732194216
DEBNAM, BOBBIE JEAN
5333 PRONGHORN LN
RALEIGH NC27610-4597
008426
01852
121
1732194260
DRUMMOND, KIMBERLY
5337 PRONGHORN LN
RALEIGH NC 27610-4597
013606
01173
122
1732197154
BOUCK,JORDAN
519 FEDERAL AVEE
SEATTLE WA 98102-5013
015344
01912
123
1732197166
NIJUGUNA, MIRIAM G NIUGUNA, JOHN N
2603 DWIGHT PL
RALEIGH NC 27610-6547
013712
02696
124
1732197177
WILKINS, KIMESA G
2605 DWIGHT PL
RALEIGH NC 27610-6547
011662
01544
125
1732197199
MELENDEZ, JOSE MANUEL
2607 DWIGHT PL
RALEIGH NC27610-6547
012252
00441
126
1732198200
TERESA VERNETTE HAWTHORNE SUPPLEMENTAL N EEDS TRUST
LYNN H RALLS TRUSTEE
3502 RIVER HILLS CT
GREENSBORO INC 27410-8301
015652
00604
127
1732198212
JONES, FELICIAA
2611 DWIGHT PL
RALEIGH INC 27610-6547
008779
02660
128
1732198246
HARVEY, DEMETRIA SEAWELL HARVEY, DERRICK
2621 DWIGHT PL
RALEIGH NC 27610-6547
011069
01966
129
1732198268
SMITH, SHAI RONM
2623 DWIGHT PL
RALEIGH NC 27610-6547
008220
01116
130
1732198279
MCKOY, DALLAS LAVON
1201 S COURTHOUSE RD APT428
ARLINGTON VA 222044656
012013
01058
131
1732198381
NICHOLS, TASHERRA
PO BOX 601
RALEIGH NC27602-0601
011012
02492
132
1732198392
TURKS, LAKEISHA NYKOLE PRATT
2629 DWIGHT PL
RALEIGH INC 27610-6546
015537
01465
133
1732199314
CLARENCE WARREN, SEAN ANTONIO WARREN, OUMOU DIALLO
2631 DWIGHT PL
RALEIGH NC 27610-6546
013761
00450
134
1732199212
WALNUT RIDGE HOMEOWNERS ASSOC INC
4098 BARRETT DR
RALEIGH NC 27609-6604
008175
01678
135
1732199431
HOWARD, WANDA
5404 FIELDCROSS CT
RALEIGH NC27610-4558
008110
00525
136
1732198487
DUNN, TELPHENIA A BOBBITT, SHERWOOD D
PO BOX 41674
RALEIGH NC 27629-1674
011040
02106
137
1732198432
DURANT, CHIQUITA
1905 MAYBROOK DR
RALEIGH NC 27610-4531
013845
02146
138
1732197397
WU, WEIZHONG
PO BOX 2163
APEX INC 27502-1198
015099
02756
139
1732197351
AMERICAN MORTGAGE HOME INC
309W MILLBROOK RDSTE 131
RALEIGH INC 27609-4394
010118
01277
140
1732197217
RHODES, MARY R
2005 MAYBROOK DR
RALEIGH INC 27610-6505
008138
00087
141
1732196250
GOWER, J ERRY L GOWER, JO AN N
4814 OLD FAISON RD
KN IGHTDALE N C 27545-9188
008794
00131
142
1732195192
AMERICAN HOMES 4 RENT PRD PERTI ES FO UR LLC
30601 AGO URA RD STE 200
AGOURA HILLS CA 91301-2148
015248
00956
143
1732195047
SHANNON, DARRYLSHANNON, SUSAN L
2021 MAYBROOK DR
RALEIGH NC 27610-6505
007266
00112
144
1732196035
SEARS, JANICE
5407 DRUM IN LET PL
RALEIGH NC 27610-6524
015498
01260
145
1732185902
JORDAN, JANETTE D
5404 DRUM IN LET PL
RALEIGH NC 27610-6523
015693
01304
146
1732185858
DAVIS, HELEN
5408 DRUM INLET PL
RALEIGH INC 27610-6523
007572
00629
147
1732185729
DEBROW, RO ON EYG
2405 LOCKWOOD FOLLY LN
RALEIGH INC 27610-6529
011892
00480
148
1 17321847841
DAVIS, JOSEPH EDWARD
2401 LOCKWOOD FOLLY LN
RALEIGH INC 27610-6529
015774
00625
149
1 17321947401
LAUREANO, AUDREY
2321 LOCKWOOD FOLLY W
RALEIGH INC 27610-6528
008817
01205
1 150 1 1732183696 1 MCGIRT, ORAL L 1 2317 LOCKWOOD FOLLY LN I RALEIGH INC 27610-6528 1 1 009261 1 02765 1
CITY OF RALEIGH
c2 PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
ZopTy CARO SANITARY SEWER
IMPROVEMENTS
PARCEL IDENTIFICATION SCHEDULE
SHEET 1 OF 2
INFRASTRUCTURE CONSTRUCTION PLAN APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR
CONSTRUCTION
ALL CONSTRUCTION MUST BE IN ACCORDANCE NTH
ALL LOCAL, STATE, AND FEDERAL RULES AND
REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
PLANNING/ZONING
FIRE
URBAN FORESTRY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
M°c nLE nuM9ER
DATE:
JANUARY 2016
SCALE
MCE PROD.
# 0592-0046
G5
DRAWN
EJB
HORIZONTAL:
DR -1 NUHRER
DESIGNED
SHK, BRL
NA
G5
CHECKED
CLW, JSL
VERTICAL:
PROJ. MGR.
BRL
NA
STATS
NOT
FINAL
FOR CONSTRUCTION
DESIGN
152
1732182680
NNADI, ROSITA H
2309 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6528
008020
00608
153
1732182537
STESUCKE, YAN STESUCKE, CHRISTOPHER M
437 INDIAN HILL RD
HOLLY SPRINGS NC 27540-8992
014900
01458
154
1732181575
WELLS, KELVIN WAYNE WELLS, FELICIA D
2301 LOCKWOOD FOLLY W
RALEIGH INC 27610-6528
007846
00080
155
1732181656
MCNEIL, VERGIE
2125 MAYBROOK DR
RALEIGH NC27610-6507
011068
02016
156
1732182628
HAITH, CYNTHIA
2121 MAYBROOK DR
RALEIGH NC27610-6507
015441
00935
157
1732182772
OMOKAIYE, MICHELLE
2117 MAYBROOK DR
RALEIGH NC 27610-6507
013294
00627
158
1732183736
MEARIDY, CLORINDAJ
2113 MAYBROOK DR
RALEIGH NC27610-6507
015099
00629
159
1732183881
AVENT-KINDRED, GLORIA JANET
2109 MAYBROOK DR
RALEIGH NC 27610-6507
011212
00532
160
1732184827
GOODSON, PATRICIA D
2105 MAYBROOK DR
RALEIGH INC 27610-6507
007434
00024
161
1732184956
DIXON, JERMIAH
5400 DRUM IN LET PL
RALEIGH INC 27610-6523
015582
00830
162
1732193016
MILLS, LON NIE MILLS, DONNA
2100 MAYBROOK DR
RALEIGH NC27610-6506
008482
02378
163
1732182957
ARRINGTON, PEGGY M
2104 MAYBROOK DR
RALEIGH INC 27610-6506
013910
00569
164
1732182901
FORD, RALPH
2108 MAYBROOK DR
RALEIGH NC27610-6506
007268
00837
165
1732181846
LASSITER, DERWIN D LASSITER, TARA L
2112 MAYBROOK DR
RALEIGH INC 27610-6506
012655
02640
166
1732192143
LASSITER, ETHYW N A
5332 PRONGHORN W
RALEIGH NC 27610-4596
012456
01701
167
1732191057
BENNETT, WILLIAM L
5424 MILROY LN
RALEIGH NC27610-6502
006955
00052
168
1732190083
SECRETARY OF HOUSING AND URBAN DEVELOPMENT
4400 WILL ROGERS PKWY STE 300
OKLAHOMA CITY OK 73108
015796
00094
169
1732180919
LAVENDER, DENESE DARCEL
5416 MILROY LN
RALEIGH NC27610-6502
005523
00373
170
1732089926
WARDEN, DEREK
5412 MILROY LN
RALEIGH NC 27610-6502
011286
00192
171
1732088944
KERR, VIOLET
5408 MILROY LN
RALEIGH NC 27610-6502
006247
00627
172
1732087947
ROYALL,JERRY
5404 MILROY LN
RALEIGH NC27610-6502
006871
00197
173
1732180884
VELASQUEZ, JOSE NELSON FLORE VELASQUEZ, CECILIA CHACON
2116 MAYBROOK DR
RALEIGH INC 27610-6506
012881
02069
174
1732180804
GARCIA, RUBEN MARES MARTINEZ, FABIOLA
2200 MAYBROOK DR
RALEIGH NC27610-6521
014588
00077
175
1732089833
BARBER, GLORIA
2204 MAYBROOK DR
RALEIGH NC27610-6521
012981
00907
176
1732088843
ARZATE, ERENDIRA LOPEZ, RUBEN ARIAS
2208 MAYBROOK DR
RALEIGH NC27610-6521
012820
01516
177
1732087863
LAMM, FREDERICK R LAMM, KIM
2212 MAYBROOK DR
RALEIGH NC 27610-6521
011156
02533
178
1732086882
GENAO, CECELIA
2216 MAYBROOK DR
RALEIGH NC27610-6521
012271
02320
179
1732180684
REYES, THELMA ELIZABETH
2129 MAYBROOK DR
RALEIGH INC 27610-6507
011877
02197
180
1732180614
LEE, ROSA L LEE, TIMOTHY E
2201 MAYBROOK DR
RALEIGH NC 27610-6522
007554
00649
181
1732089634
CORTEZ, JOSE D ANZORA, ZOILA I
2205 MAYBROOK DR
RALEIGH NC 27610-6522
009651
00151
182
1732088664
ALPHA HAVEN LLC
105 OAKWOOD DR
WAKE FOREST NC 27587-9757
014959
02252
183
1732087694
HOOKER, GARY LSR HOOKER, LISA R
PO BOX 19457
RALEIGH NC27619-9457
012902
00734
184
1732087634
GRANT, ELVIN W GRANT, ELEANOR H
103 HARDING PL
GOLDSBORO NC 27534-9100
007419
00344
185
1732086663
SULLIVAN, JOHNEL SULLIVAN, SUSAN
1028 LUMINARY LN
WILLOW SPRING INC 27592-8619
014317
01445
186
1732089521
THORPE, LILLIEA
2237 LOCKWOOD FOLLY W
RALEIGH INC 27610-6527
011658
02259
187
1732088560
SANDERS, WILLIE SANDERS, HELEN
2233 LOCKWOOD FOLLY LN
RALEIGH INC 27610-6527
007682
00038
188
1732087590
KNOX, KYLA D
2229 LOCKWOOD FOLLY W
RALEIGH INC 27610-6527
012394
01656
189
1732087520
BOUTTE, KEVIN BOUTTE, DENISE J
7301 DARNOCH WAY
WEST HILLS CA 91307-1336
012182
01276
190
1732086554
WALKER, JOSEPHIN E J
2213 LOCKWOOD FOLLY W
RALEIGH NC27610-6527
007628
00173
191
1732085692
KALEJAIYE, ENITAN A KALEJAIYE, BIMBOLA A
2225 MAYBROOK DR
RALEIGH NC 27610-6522
007513
00326
192
1732085891
MASSENBURG, CHARLES F MASSENBURG, CYNTHIA L
2220 MAYBROOK OR
RALEIGH INC 27610-6521
007019
00446
193
1732086923
BROWN, GAIL
2109 BRIGHTWELL LN
RALEIGH NC 27610-6518
008983
02754
194
1732084807
DIXON, RODNEY E DIXON, CHRISTAL K
2112 BRIGHTWELL LN
RALEIGH NC27610-6517
006880
00130
195
1732084717
HUNTER, CHRISTINA
2116 BRIGHTWELL LN
RALEIGH NC 27610-6517
011087
00210
196
1732084652
THOMAS-MANUEL, DEANNE MANUEL, LEE O J R
2200 LOCKWOOD FOLLY LN
RALEIGH NC 27610-6527
013616
01903
197
1732084555
BARRON, DENNIS W BARRON, JOYCE W
2204 LOCKWOOD FOLLY W
RALEIGH INC 27610-6527
008331
01211
198
1732084590
MERCER, ASIA L
2208 LOCKWOOD FOLLY W
RALEIGH NC27610-6527
011705
01949
199
1732083541
MORANO, ANTOINETTE
PO BOX 457
WAKE FOREST NC 27588-0457
015742
01205
200
1732081591
CRUSE, KAREENA
2220VIOLETBLUFF CT
RALEIGH NC27610-3151
012778
00464
201
1732081571
CAPPY, GARY MELENDEZ, MIRIAM
5429TRESTLEWOOD LN
RALEIGH NC 27610-4570
014658
02710
202
1732081550
SMITH, SONJI ADELE
2224VIOLETBLUFF CT
RALEIGH NC 27610-3151
008424
00393
203
1732081530
SNIPES, PHYLLIS LEARY
5925 SANDPIPER FARM LN
WENDELL NC 27591-9724
008527
00296
204
1732081510
CAGE, FRANCES
2228VIOLETBLUFF CT
RALEIGH INC 27610-3151
008427
02014
205
1732080590
NORTON, SUSAN MAE
2230VIOLET BLUFF CT
RALEIGH NC27610-3151
008466
01296
206
1732080489
NGUYEN, TIEN
110 CUPOLA CHASE WAY
CARY INC 27519-5537
015298
01419
207
1732080469
HOOKER, GARY LSR HOOKER, LISA R
PO BOX 19457
RALEIGH NC27619-9457
012902
00734
208
1732080419
RILEY, ELVIRAK
224OVIOLETBLUFF CT
RALEIGH NC27610-3151
013241
00735
209
1722989498
ABRAHA, MUSSIE GHEMAI
2242 VIOLETBLUFF CT
RALEIGH NC27610-3151
014903
01181
210
1722989478
REID, CYNTHIA
2244VIOLETBLUFF CT
RALEIGH NC 27610-3151
012175
02450
211
1722989457
WILLIAMS, JOHN DANIEL
2246VIOLETBLUFF CT
RALEIGH NC 27610-3151
008876
00623
212
1722989437
GARRETT, MICHAELA
2248VIOLE-F BLUFF CT
RALEIGH INC 27610-3151
008728
00848
213
1732081472
WALNUT BLUFFS HOMEOWNERS ASSOC INC
121 DUNEDIN CT
CARY NC 27511-6405
008189
00858
214
1732083660
LICONA, ELIN E
2305 MAYBROOK DR
RALEIGH NC 27610-6550
015743
01382
215
1732082660
GRADIZ, REYNA
2309 MAYBROOK DR
RALEIGH NC 27610-6550
008354
00317
216
1732082509
LEACH, BARBARA TAYLOR
2313 MAYBROOK DR
RALEIGH NC 27610-6550
008323
01118
217
1732081548
COOPER, SANDRA R
2317 MAYBROOK DR
RALEIGH NC 27610-6550
008300
02193
218
1732080588
JONES, DARRON TIMOTHY JONES, VALERIE Y
2321 MAYBROOK DR
RALEIGH NC27610-6550
008292
00999
219
17320805181
MORGAN, CHRISTINA
2325 MAYBROOK DR
RALEIGH NC27610-6550
011579
00046
220
1732082765
VALADEZ, DAVID VARGAS
2308 MAYBROOK DR
RALEIGH NC 27610-6548
014014
01667
221
1732081775
MORALES, JOSE
2312 MAYBROOK DR
RALEIGH NC 27610-6548
013049
01217
222
1732080784
JACOBS, THOMAS WJR
2320 MAYBROOK DR
RALEIGH NC 27610-6548
008631
00246
223
1732080713
SAITO, HIDETO
11813 ELLICE ST
MALIBU CA 90265-2227
015718
02152
224
1732081882
CUNNINGHAM, CARLOS E II
2131 WALNUT BLUFFS LN
RALEIGH NC27610-6552
012548
01283
225
1732081894
WEBSTER, IRWIN
1293 SUSSEX RD
TEANECK NJ 07666-2805
015617
00243
226
1732081896
NEWTON, LATORIALSHERRELL
2127 WALNUT BLUFFS LN
RALEIGH NC 27610-6552
011235
00270
227
1732082808
WHITAKER, CHRISTOPHER L
2125 WALNUT BLUFFS LN
RALEIGH NC 27610-6552
013061
01700
228
1732080851
PUTZ, HERBERT
6019 STRATTON PL
RALEIGH NC27609-3637
009274
02427
229
1732080853
PUTZ, HERBERT
6019 STRATTON PL
RALEIGH NC27609-3637
009274
02447
230
1732080854
NICHOLS, STACY M
2130 WALNUT BLUFFS LN
RALEIGH NC 27610-6549
012689
01060
231
1732082918
WALNUT BLUFFS HOMEWON ERS
121 DUNEDIN CT
CARY NC 27511-6405
010959
01769
232
1732090150
BROWN, WILLIAM J BROWN, ROBERT H
266 KELSO CT
CARY INC 27511-6549
000167
OD -E-
233
1722985086
BROWN, ROBERT
5609 POOLE RD
RALEIGH NC 27610-3124
2966
315
234
1722972480
BROWN, WILLIAM J JR
226 KELSO CT
CARY NC 27511-6549
1 2966
313
235
17228860571
PEDCOR INVESTMENTS-2013-CXXXIX LP
PO BOX 574
CARMEL IN 46082-0574
16208
1614
S0
v,MCBB4&Lr EED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: (919)233-8091, Fax: (919)233-8031
License: F-1222
wwwmckimcreed. com
236
1722879513
1 MAY13ROOK CROSSINGS HOMEOWNERS ASSOCIATION INC
PO BOX 26268 RALEIGH NC 27611-6268
EPROD.
16177
1044
237
1722870413
PEDCOR INVESTMENTS-2013-CXXXIX LP
PO BOX 574 CARMEL IN 46082-0574
LIRA NUMBER
16208
1614
238
1722788048
BROWN, WILLIAM J J R
226 KELSO CT CARY NC 27511-6549
VERTICAL:
011276
01121
239
1722785262
LONG, DAVIDJR LONG, NIKKI NATASHA
2819 ERINRIDGE RD RALEIGH INC 27610-6646
FINAL DESIGN
13729
1565
240
1722785212
REYES, GABRIEL AGUILAR AMEZQUITA, MARIA
2823 ERINRIDGE RD RALEIGH INC 27610-6646
15037
1089
241
1722784173
KPA, H-NUAT KSOR, HDRE
1856 MAYRIDGE W RALEIGH NC 27610-6800
15888
55
242
1722784123
BEST, CHRISTINA
1852 MAYRIDGE W RALEIGH NC 27610-6800
15699
1202
243
1722783165
BECTON, KATRINA
1848 MAYRIDGE LN RALEIGH NC 27610-6800
15695
2451
244
1722783129
SMITH, CHARLES JR SMITH, SHANIKA
1844 MAYRIDGE LN RALEIGH INC 27610-6800
15864
59
245
1722783226
STEWART, ERNEST STEWART, MARY A
1840 MAYRIDGE LN RALEIGH INC 27610-6800
14805
2063
246
1722783320
KOMTHONGPANE, JAY
1836 MAYRIDGE LN RALEIGH NC 27610-6800
13760
1708
247
1722783324
MAKEMA, NORDOF MASEKA, CLARISSE
1832 MAYRIDGE W RALEIGH NC 27610-6800
15695
2437
248
1722783319
ALEXANDER, SHAVONNA
1828 MAYRIDGE LN RALEIGH INC 27610-6800
16199
620
249
1722783541
DOUGLAS, DEBORAH
7268 GREAT LAUREL DR RALEIGH NC 27616-3330
12059
1012
250
1722780311
MYRICK CONSTRUCTIO CO OF RAL I NC
2401 HODGE RD KN IGHTDALE N C 27545-9387
10818
1761
251
1722780727
CITY OF RALEIGH
222 W HARGETTST RALEIGH NC 27601-1316
15921
2443
252
1722684975
CITY OF RALEIGH
222 W HARGETT ST RALEIGH NC 27601-1316
15921
2443
253
1722681468
RALEIGH CITY OF
PO BOX 590 RALEIGH NC 27602-0590
4804
218
254
1723609076
LOCKHART, ISRAEL
59 FAYSTON ST DORCHESTER MA 02121-1905
000931
00603
255
1723605680
WILSON,ANNIE
1616 BETHEL RD RALEIGH INC 27610-4410
001091
00013
256
1723508890
EVERGREEN CONSTRUCTION CO
7706 SIX FORKS RD RALEIGH INC 27615-5067
012497
00214
257
1723508843
EVERGREEN CONSTRUCTION CO
7706 SIX FORKS RD STE 202 RALEIGH NC 27615-5067
012343
02273
258
1723508931
EVERGREEN CONSTRUCTION CO
7706 SIX FORKS RD STE 202 RALEIGH NC 27615-5067
012343
02273
259
1723507787
HABITAT FOR HUMANITY DOWLING RIDGE HOMEOWNERS ASSN
2420 N RALEIGH BLVD RALEIGH INC 27604-2235
011948
02063
260
1723515389
NORTH CAROLINA STATE OF
STATE PROPERTY OFFICE 116 W10NES ST
RALEIGH NC 27603-1300
002312
00029
261
1723514518
RALEIGH CITY OF
PO BOX 590 RALEIGH NC 27602-0590
008432
00215
262
1723414973
RALEIGH CITY OF
PO BOX 590 RALEIGH NC 27602-0590
003515
00709
263
1722872099
BROWN, WILLIAM J J R
226 KELSO CT CARY NC 27511-6549
13856
2383
264
1722789099
PEDCOR INVESTMENTS
ONE PEOCOR SQUARE 7703RD AVE SW
15928
1028
265
1722774760
PEDCOR INVESTMENTS
ONE PEDCOR SQUARE 7703RD AVE SW
15928
1028
�{ OF RA(Fi
4 c2
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CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
PARCEL IDENTIFICATION SCHEDULE
SHEET 2 OF 2
UII Ur m - nUKIGLU rUR
CONSTRUCTION
ALL CONSTRUCTION MUST BE IN ACCORDANCE NTH
ALL LOCAL, STATE, AND FEDERAL RULES AND
REGULATIONS.
TRANSPORTATION FIELD SERVICES
PUBLIC UTILITIES
PLANNING/ZONING
URBAN FORESTRY
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
PERMIT #
M°c nl��n+un,aea
DATE:
JANUARY 2016 SCALE
EPROD.
# 0592-0046
GV
DRAWN
EJB
HORIZONTAL:
LIRA NUMBER
DESIGNED
SHK, BRL
NA
G6
CHECKED
CLW, JSL
VERTICAL:
PROJ. MGR.
BRL
NA
STATS
FINAL DESIGN
NOT FOR CONSTRUCTION
WILMINGTON DISTRICT
} Rr s eSe AW Y CORPS OF ENGINEERS
..
Action Id. 2013-01612 County: Wake U.S.G.S. Quad:.NC-Raleigh East
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: City of Raleigh
Edward Stempien
Address: One Exchange Plaza
Raleigh, NC, 27601
Telephone Number: 919-9964540
E-mail: Edward.stempien(a,&raleighnc.gov
Size (acres) +-35 Nearest Town Raleigh
Nearest Waterway Walnut Creek River Basin Neuse
USGS HUC 03020201 Coordinates Latitude: 35.75273
Longitude: -78.54364
Location description: The Project is located within an existing sewer easement, adjacent to the north side of Walnut Creek
between Barwell road and the east side of Sunnybrook Road, Raleigh, Wake County, North Carolina.
Description of projects area and activity: This verification authorizes impacts to 432 linear feet of stream channel, at 9 locations,
and 0.01 acre of wetlands to construct approximately 17,000 linear feet of new 664nch and 72 -inch sanity sewer interceptor.
The new line will generally parallel the existing interceptor. This verification is for phase I, the Lower Walnut Creek
interceptor project. All impacts are temporary.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide/General Permit Number: Nationwide Permit 12. Utility Line Activities
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the enclosed
Conditions, your application signed and dated 11/29/2016, and the enclosed plans ST 1-10 dated 5/2015. 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, revolted, 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 Cert
ification. You
should contact the NC Division of Water Resources (telephone 919-807-6300) to determine Section 401 requirements.
For activities occurring within the twenty
coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at (252) 808-2808.
This Department of the Army verification does not relieve the permitt
ee 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 Tasha ZQJg
ext. 35 or tasha.l.alexander(a�usace.army.mil.
Corps Regulatory Offi
cial: ' Date: 1/11/2017
Expiration Date of Verifica ion: 017
2013-01612
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
http://corpsmapu.usace.army.mil/cm_apex/f'?p=13 6:4:0
Copy furnished:
Agent:
Address:
Telephone Number
E-mail:
FroehlinIn &Robertson, Inc.
Has Ruhl
310 Hubert Street
Raleigh, NC, 27603
919-828-3441
eruhlAfandr.com
Action ID Number: 2013-01612 County: Wake
Permittee: City of Raleigh, Edward Stempien
Project Name: Lower Walnut Creek Interceptor
Date Verification Issued: 1/11/2017
Project Manager: Tasha Alexander
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address.
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Tasha Alexander
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heirtage Tade Drive, Suite 105
Wake 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
Water Resources
ENVIRONMENTAL QUALITY
December 8, 2016
Public Utilities Dept.
Attn: Edward Stempien
One Exchange Plaza
Raleigh, NC 27601
PAT MCCRORY
covemor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
DWR #14-0325 v2
Wake County
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE NEUSE RIVER BASIN RIPARIAN BUFFER
PROTECTION RULES (15A NCAC 02B .0233) WITH ADDITIONAL CONDITIONS
Lower Walnut Creek Interceptor
Dear Mr. Stempien:
You have our approval for the impacts listed below for the purpose described in your
application dated November 18, 2016 and received by the Division of Water Resources
(Division) on November 21, 2016. These impacts are covered by the attached Water Quality
General Certification Number 3884 and the conditions listed below. This certification is
associated with the use of Nationwide Permit Number 12 once it is 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 and the
following additional conditions:
1. 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. (15A NCAC 02B .0506(b)(c) and 15A NCAC 02B
.0233(8))
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: (919) 791-4200
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: (919) 788-7159
Lower Walnut Creek Interceptor
DWR #14-0325 Q
401 AND BUFFER APPROVAL
Page 2 of 4
Type of Impact
Amount Approved
(units)
Permanent
Amount Approved
(units)
Temporary
Wetland
0 (acres)
0.01 (acres)
Total Impacts
Stream
0 (linear feet)
432 (linear feet)
Total Impacts
Buffers — Zone 1
156.25 (square feet)
8,101.54 (square feet)
Total Impacts
Buffers—Zone 2
45.04 (square feet)
4,759.75 (square feet)
Total Impacts
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502]
3. Protective Fencine
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H.0500. [15A NCAC 02H.0506 (b)(2) and (c)(2) and 15A NCAC
02H .0507 (c)]
4. 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 and
Buffer 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
and is responsible for complying with all conditions. [15A NCAC 02B .0507(d)(2)]
5. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 1508 by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
Lower Walnut Creek Interceptor
DWR #14-0325 v2
401 AND BUFFER APPROVAL
Page 3 of 4
OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at (919) 431-3000 for
information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the
OAH. 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 (919) 431-3100, 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 by First Class Mail
via the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
If sending via delivery service
(e. g. UPS, FedEx):
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:
Sam Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:
If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DENR-DWR —401 &Buffer
Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DENR-DWR —401 &Buffer
Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
Lower Walnut Creek Interceptor
DWR #14-0325 v2
401 AND BUFFER APPROVAL
Page 4 of 4
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Neuse Riparian Buffer Rules as described in 15A NCAC 02B .0233. Please contact Cherri
Smith at 919-791-4251 or
if you have any questions or concerns.
Si cerel ,
Danny SmitZat'e/rQuality
Supervisor, Regional Operations Section
Enclosure: GC 3884
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade Dr.,
Ste. 105; Wake Forest, NC 27597
Elias Ruhl; Froehling & Robertson, Inc.; 310 Hubert St.; Raleigh, NC 27603
DWR RRO401/Riparian Buffer file
DWR 401 & Buffer Permitting Unit
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
CERTIFIED MAIL RECEIPT
7013 3020 0000 7632 0727
Christopher J. Burkhardt
Freehling & Robertson, Inc.
310 Hubert Street
Raleigh, NC 27603-2302
John E. Skvarla, III
Secretary
April 15, 2014 f�3�
DWR Project # 20144P62 -
Wake County
Subject Property: Proposed Lower Walnut Creek Interceptor Project
UTs to Walnut Creek
On -Site Determination for Applicability to the Neuse River Riparian Area Protection Rules (15A NCAC 2B
0233)
Dear Mr. Burkhardt:
On April 10, 2014, at your request, Eric Kulz of the Division of Water Resources (DWR) conducted an on-
site determination to review two features located within the project study area for applicability to the Neuse
Buffer Rules (15A NCAC 2B .0233). The features are labeled as "B (1,0001) and E (4,0001)" on the attached
maps initialed by Mr. Kutz on April 15, 2014. DWR Staff from the Raleigh Regional Office had previously
conducted an on-site determination of this feature. In your letter to the Director dated March 28, 2014, you
requested an appeal of their determination as provided within 15A NCAC 02B .0233 (3) (a).
Mr. Kulz conducted an appeal of the original DWR determinations as stated above. During his review, Mr.
Kulz evaluated stream B (1,000I) using the DWR Stream Classification Form. Mr. Kulz evaluated the
portion of the feature located north of and upstream of the sanitary sewer easement. Feature B (1,000I) was
evaluated to have a score of 18 on the DWR form, when scoring for base flow (it had rained the previous
night). The form states that if the score is "greater than or equal to 19 points the stream is at least
intermittent". The form is attached to this letter.
The DWR has determined that the feature labeled as `B (1,0001)" on the attached maps is at least an
"intermittent" stream and is subject to the Neuse Buffer Rule beginning at the start of the channel
south and downstream of the sanitary sewer easement. This feature is not subject to the north and
upstream of the easement. The channel is not present within the cleared easement.
401 and Buffer Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 919-807-6300 \ FAX: 919-807-6494
Internet: www.ncwaterquality.org
An Equal Oppodunity 1 Aflir! alive Action Employer—Made In part by recycled paper
f
VIr. Burkhardt
Wake County
Page 2 of 3
Mr. Ku then reviewed stream E (4,OOOi11 The feature shown on the maps on the west (upstream) side of
Teabrook Drive is not present as a surface water feature, and appeared to have been piped when the
subdivision was constructed. A very shallow ephemeral, grassed swale empties into a drop inlet on the west
side of Teabrook Court. This feature emerges as a perennial stream from a culvert on the east side of
Teabrook Court.
The DWR has determined that the feature labeled as "E (4,OOOI)" on the attached maps is at least an
'intermittent" stream and is subject to the Neuse Buffer Rule beginning at the culvert outlet on the
east, downstream side of Teabrook Court. There is no surface water feature immediately to the west
and upstream of Teabrook Court.
This determination shall replace the determination originally performed by the Raleigh Regional- --
Office and shall expire five years from the date of this letter.
You can contest the Director's decision as provided in Articles 3 and 4 of G.S. 150B. Tocontestthe
Director's decision you must file a petition for an administrative hearing. You may obtain thepetitionform_
from the office of Administrative hearings. You must file the petition with the office of Administrative
Hearings within sixty (60) days of receipt of this notice. A petition is considered filed when it is received in
the office of Administrative Hearings during normal office hours. The Office of Administrative Hearings
accepts filings Monday through Friday between the hours of 8:OOam and 5:OOpm, except for official state
holidays. The original and one (1) copy of the petition must be filed with the Office of Administrative
Hearings.
The petition may be faxed -provided the original and one copy of the document is received by the Office of
Administrative Hearings within five (5) business days following the faxed transmission.
The mailing address for the Office of Administrative Hearings is
Mailing address for the OAH:
If sending via US. Postal Service: If sending via delivery service (UPS, FedEx, etc.)
Office of Administrative Hearings Office of Administrative Hearings
6714 Mail Service Center 1711 New Hope Church Road
Raleigh, NC 27699-6714 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
Mr. Burkhardt
Wake County
Page 3 of 3
This letter only addresses the applicability to the buffer rules and does not approve any activity within the
buffers. Nor does this letter approve any activity within Waters of the United States or Waters of this State.
If you have any additional questions or require additional information please call Jennifer Burdette at
(919)807-6364. This determination is subject to review as provided in Articles 3 & 4 of G.S. 150B.
Sincerely,
e
Karen Higgins, SUPC
rvi
401 & Buffer Permitting Unit
KAH/ewk
Enclosures: Site Maps, Stream ID Form, Previous Determination Letter
cc: DWQ RRO 401 files
401 & Buffer Permitting Unit files
Filename: t40325_Proposed Walnut Creek interceptor _Stream_Det_Appeal.dorx
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SINCE FROEHLING & ROBERTS❑N, INC.
Engineering Stability Since 1881
310 Hubert Street
Raleigh, North Carolina 27603-2302
T 919,828,34411 F 919.828.5751
em NC License #F-0266
1881
March 28, 2014
The Director c/o Karen Higgins
Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh; NC -27699-1650
Re: Surface Water Determination Appeal
Proposed Lower Walnut Creek Interceptor
Raleigh, Wake County, North Carolina
NBRRO NO, 13-165
F&R Project No. 66P-0127
Property Description
predominantly west of the Neuse River. Running between a
point west of Barwell Road west to Walnut Creek Softball
Complex in Raleigh, Wake County, NC.
Ms. Higgins:
Froehling & Robertson; Inc., (F&R) received the attached Surface Water Determination Letter
Dated July 25th, 2013 that summarized the Stream Determinations made on the above project.
The project consists of installing a parallel sewer line within an existing maintained sewer
easement. Two of the streams (( B (1,0001) and E (4,0001)) were listed as being present throughout
the site. However, upon further investigation new information has come to bear that indicates
these streams are not actually present across the entire project site.
During the initial determination it was thought that a culvert located near stream 1,000 at the
southern edge of the easement ran under the existing sewer line and was connected to the
ephemeral channel north of the easement. The origin point was determined to.be on the north
side of the easement where it was thought the intake for the culvert was located and presumably
to protect aquatic life passage. It has now been determined that the culvert is not oriented in the
direction of ephemeral channel but is several degrees off to the east. The northern end of the
culvert was not able to be located and it is presumed to be buried under the soil east of the
ephemeral channel. Therefore there is no aquatic life passage connecting stream 1,000 south of
Corporate HQ: 3015 Dumbart
on Road Richmond, Virginia 23228 7804.264.2701 F 804.264.1202 www,fandr.com
VIRGINIA •NORTH CAROLINA •SOUTH CAROLINA •MARYLAND • DISTRICT OF COLUMBIA
A Minority -Owned Business
Size (acres):
16,000
linear
feet Nearest
Town: Raleigh,
NC
Nearest Waterway:,,
Walnut Creek_
River Basin:
Neuse
USGS HUC:
03020201 --
Coordinates:
Lat35:75273/Long-78.54364
Location:
Alone existing
sewer easement,
south of Poole Road and
predominantly west of the Neuse River. Running between a
point west of Barwell Road west to Walnut Creek Softball
Complex in Raleigh, Wake County, NC.
Ms. Higgins:
Froehling & Robertson; Inc., (F&R) received the attached Surface Water Determination Letter
Dated July 25th, 2013 that summarized the Stream Determinations made on the above project.
The project consists of installing a parallel sewer line within an existing maintained sewer
easement. Two of the streams (( B (1,0001) and E (4,0001)) were listed as being present throughout
the site. However, upon further investigation new information has come to bear that indicates
these streams are not actually present across the entire project site.
During the initial determination it was thought that a culvert located near stream 1,000 at the
southern edge of the easement ran under the existing sewer line and was connected to the
ephemeral channel north of the easement. The origin point was determined to.be on the north
side of the easement where it was thought the intake for the culvert was located and presumably
to protect aquatic life passage. It has now been determined that the culvert is not oriented in the
direction of ephemeral channel but is several degrees off to the east. The northern end of the
culvert was not able to be located and it is presumed to be buried under the soil east of the
ephemeral channel. Therefore there is no aquatic life passage connecting stream 1,000 south of
Corporate HQ: 3015 Dumbart
on Road Richmond, Virginia 23228 7804.264.2701 F 804.264.1202 www,fandr.com
VIRGINIA •NORTH CAROLINA •SOUTH CAROLINA •MARYLAND • DISTRICT OF COLUMBIA
A Minority -Owned Business
the easement to the ephemeral channel north of the easement. The USAGE has determined that
the stream becomes important at the southern edge of the easement. We believe that since there
is no ordinary high water mark through the easement and no culvert connection under the
easement that the stream origin point should be located at the southern edge of the easement.
There is a culvert under the road at stream 4,000; however, the culvert is.connected to a
storrnwater drop inlet. It is presumed that the stream origin point was placed on the inlet end of
the culvert to protect aquatic life passage;.however, there is no passage available since this ,is,a
stormwater drop inlet. The USACE has determined that the stream becomes important at, the
outlet end of the culvert and we agree.
Due to the new information received concerning these two streams not having.an upstream
connection on the intake side of their culverts and since there are in an existing easement with no
new buffer impacts we would like to appeal their stream origin points. I have attached the Surface
Water Determination Letter as well as maps of the stream locations. Please let me know what the
next step is and what additional information or supporting documentation you would like,
Thank you for your time.
Christopher Burkhardt
Senior environmental Professional
Lower Walnut Creek Interceptor F&R Project No. P66-0127
Surface Water Determination Appeal 2 March 28, 2014
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat INcCroy Thomas A. Reeder
Governor Acting Director
July 259 2013
Chris Burkhazdt
FROEHLING & ROBERTSON, INC.
310 Hubert Street
Raleigh, NC 27603
John E. Skvarla, III
Secretary
Subject: Surface Water Determination Letter
NBRRO# 13=165
Wake County
Determmahon Type
Buffer Call
-
IsolatedorElPCall
Z Neuse (15A NCAC 2B 0233)
-.Start@
Stop@
❑ Ephemeral/Intermittent/Perennial Determination
❑ Tar -Pamlico (15A NCAC 2B 0259)
A
E
❑ Isolated Wetland Determination
❑ Jordan (15A NCAC 2B 0267)
throughout
Project Name Lower Walnut Creek Sewer Interceptor — CiTy of Raleigh
Location/Directions: Proposed sewer line within existing 100' sewer easement running fr
om
the Walnut Crzek Softball Complex east to a point west of Barwell Road
(approximately 3 miles). F&R's assessment included 50' beyond each
side of easement.
Subject Stream: Walnut Creek
Determination Date: July 25, 2013 'Staff: Cheng Zhang, Tom Ascenzo
Feature E/I/P* Not Subject
Carolina
Natural
Subject
-.Start@
Stop@
Soil
Surve
USGS
To 0
A
E
X
throughout
X
B (1,OOOI)
I
X
throughout
X
C (25OOOE)
E
X
throughout
X
D(35OOOP)
P
X
throughout
X
X
E(4,OOOI)
I
X
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North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone (919) 791-4200 Customer Service
In(emel www ncwaterquality org 1628 Mad Service Center Raleigh, NC 27699-1628 FAX (919) 571-4718 1-877-623-6748
An Equal OpportumtylAKrmahve Action Employer— 5G% Recycled/10% Post Consumer Paper
Lower Walnut Creek Sewer Interceptor
City of Raleigh
Wake County
July 25, 2013
Page 2 of 2
Feature
E/t/P*
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Subject
-
Start@
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0
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Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North -
Carolina or the most recent copy ofthe USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the propery and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Quality.
This on-site determination shall expire five (5) yearsfromthe date of this letter. Landowners or affected parties that
dispute a determination made by the DWQ or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o (Caren Higgins, DWQ WeBSCaPe Unit, 1650 Mail Service -
Center, Raleigh, NC 27699.
This determination
The owner
is final and binding unless, as
detailed above, you ask for a hearing or
appeal within
sixty (60)
days.
/future owners should notify the Division of Water Quality (including any other Local, State, and Federal
Agencies) of this decision -concerning any future correspondences regarding the subject property (stated above). This
project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be directed to the
Division of Water Quality (Central Office) at (919)-807-6300, and the US Army Corp of Engineers (Raleigh
Regulatory Field Office) at (919)-5544884.
If you have questions regarding this determination, please feel fr
ee to contact Cheng Zhang at (919) 791-4200.
Respe fully, /
Danny Smith
Regional Supe isor
cc: RRO/SWP File Copy
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Pat McCrory
Governor
XF1,
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Thomas A. Reeder
Acting Director
John E. Skvarla, III
Secretary
DWQ Use Only: Project #
Stream Origin/Buffer Applicability Determination
Required Information
1. Owner Information (corporation/individual who is legally responsible for the property and its compliance)
1 a. Name(s) on Recorded Deed
City of Raleigh
1 b. Responsible Party (for LLC)
Ed Stempien
1c. Mailing Address
P.O. Box 590
1d. Telephone Number
919-996-3490
le. Email Address
Edward. Stempien@raleighnc.gov
2. Location of Project Site - please include the county, nearest named town and highway number:
Wake County, Raleigh, 1440/Poole Road
3. Has anyone from DWQ visited the site?
Y / N
Staff Name
I Unknown
Date of Visit?
Unknown
Additional Requested Information
4. Agent/Consultant Information (if applicable)
4a. Name, Company
Froehling & Robertson
4b. Mailing address
310 Hubert Street
4c. Telephone no.
919-828-3441
4d. Email address
cburkhardt@fandr.com
5. Project and Site Information
5a. Name of project
Lower Walnut Creek
5b. County
Wake
5c. Nearest Named Stream
Walnut Creek
5d. River Basin
Neuse
5e. Provide a brief description of this project (attach site plan if available): Proposed sewer line within existing 100' sewer
easement running from the Walnut Creek Softball Complex east to a point west of Barwell Road (Approximately 3 miles).
F&R's assessment included 50' beyond each side of easement.
Please attach a map of the site indicating project boundaries on the USGS 1:24,000 Topo and/or NRCS Soil Survey.
If you are unable to locate either of these maps, please contact the Regional Office for assistance.
DWQ Use Only: Is this stream call for the purpose of: buffer mitigation nutrient offset credit
Please return form to: Tom Ascenzo
1628 Mail Service Center Note: Submittals on Friday after 12:00 pm will be
Raleigh, NC 27699-1628 stamped as received on the next business
Fax: (919) 571-4718 day.
Email: tom.ascenzo(@ncdenr.gov
Please contact the Raleigh Regional Office at (919) 791-4200 if you have any questions.
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SINCE Client: McKim and Creed PA " p
FRO EH LING Sc ROBERTSON, INC.
Proposed Lower Walnut Creek Interceptor
ENGINEERING* ENVIRONMENTAL* GEOTECHNICAL Project:Project Site (approximate)
FQ 310 Hubert Street Location: Raleigh, Wake County, North Carolina
V� Raleigh, North Carolina 27603-23021 USA F&R Project No: 66P-0127 Unnamed Tributaries
88,
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FROEHLING Sc ROBERTSON INC.
ENGINEERING* ENVIRONMENTAL• GEOTECHNICAL Project: Pro osed Lower Walnut Creek Interce for
^ 310 Hubert Street Location: Ralei h Wake Count North Carolina
1'n1 c ^ F&R Proiect No: GGo_01 17 ~ ,
From: Shaeffer, David L SAW
To: Christopher Burkhardt
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
Date: Monday, July 22, 2013 9:32:32 AM
Classification: UNCLASSIFIED
Caveats: NONE
Chris,
This e-mail is to confirm that I conducted an onsite review of your delineation of waters of the U.S. for
the project site referenced below on July 18, 2013. I concur with the flagging and your delineation
report dated June 5, 2013.
Please retain this e-mail for your records. I will issue a jurisdictional determination when you submit the
final JD map and/or PCN.
Sincerely,
David L. Shaeffer, Geographer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: 919-554-4884 ext. 31 Fax: 919-562-0421
-----Original Message -----
From: Christopher Burkhardt [mailto:CBurkhardt(cbFandR.com]
Sent: Thursday, July 18, 2013 2:26 PM
To: Shaeffer, David L SAW
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
David,
Thank you for meeting me in the field this morning to confirm jurisdiction of the 4 wetlands identified
on the lower Walnut Creek Interceptor project site.
Please confirm via email that the USACE will claim jurisdiction of the 4 on-site wetlands.
F&R will contact you soon for either a letter of no impact or for a formal JD and Permit.
Thanks again.
Christopher J. Burkhardt
Senior Environmental Professional
Environmental Department Manager
FROEHLING & ROBERTSON, INC.
310 Hubert Street, Raleigh, NC 27603 1 USA
T 919.828.3441 1 F 919.828.5751 1 M 919.630.1369
www.FandR.com Join us on Facebook!
-----Original Message -----
From: Shaeffer, David L SAW [mai Ito:David. L.Shaeffer(a)usace.army.miI]
Sent: Tuesday, July 16, 2013 8:54 AM
To: Christopher Burkhardt
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Chris,
We should be good. At minimum we can spot check.
Sincerely,
David L. Shaeffer, Geographer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: 919-554-4884 ext. 31 Fax: 919-562-0421
-----Original Message -----
From: Christopher Burkhardt [mailto:CBurkhardt@)FandR.com]
Sent: Wednesday, July 10, 2013 10:35 AM
To: Shaeffer, David L SAW
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
David,
We can definitely see the wetlands in that time frame but I don't think we will be able to see every
stream.
We can see how may streams you want to look at when we get done with the wetlands and decide if
you need more time then, if your OK with that.
I will be available all day.
-----Original Message -----
From: Shaeffer, David L SAW [mai Ito: David. L.Shaeffer(busace.army.mil]
Sent: Tuesday, July 09, 2013 8:11 AM
To: Christopher Burkhardt
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Hi Chris,
How long will this site visit take? How does 7am on July 18th sound?
I have another site visit at 8917 Oxbridge Lane in Raleigh at 9am so I will need to make sure I can be
there in time.
Sincerely,
David L. Shaeffer, Geographer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: 919-554-4884 ext. 31 Fax: 919-562-0421
-----Original Message -----
From: Christopher Burkhardt [mailto:CBurkhardt(a)FandR.com]
Sent: Monday, July 01, 2013 11:52 AM
To: Shaeffer, David L SAW
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
David,
Attached is the signed agent authorization letter and the actual easement.
There is no language on the easement that limits access.
Please let me know when you are available for the site visit.
�if1i1!�
-----Original Message -----
From: Shaeffer, David L SAW [mai Ito: David. L.Shaeffer(a)usace.army.miI]
Sent: Wednesday, June 26, 2013 1:16 PM
To: Christopher Burkhardt
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Yes, please do have the city sign the agent authorization.
David L. Shaeffer, Geographer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: 919-554-4884 ext. 31 Fax: 919-562-0421
-----Original Message -----
From: Christopher Burkhardt [mailto:CBurkhardt(abFandR.com]
Sent: Wednesday, June 26, 2013 12:03 PM
To: Shaeffer, David L SAW
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
OK I think we should be good with the easement once we review it.
If the easement language is OK do you still want the City to send the AA letter?
Thanks for your help with this.
-----Original Message -----
From: Shaeffer, David L SAW [mailto:David. L.Shaeffer(a)usace.army.mil]
Sent: Wednesday, June 26, 2013 11:59 AM
To: Christopher Burkhardt
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
The more vague the easement the better. Our attorney feels we are probably safe against trespass
claims as long as the City is asking us on the easement to conduct business related to the language of
the easement. The concern is if it explicitly prohibits other parties from entering the easement.
I agree it is a difficult issues but one we have to deal with nonetheless.
David L. Shaeffer, Geographer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: 919-554-4884 ext. 31 Fax: 919-562-0421
-----Original Message -----
From: Christopher Burkhardt [mailto:CBurkhardt61FandR.com]
Sent: Wednesday, June 26, 2013 11:47 AM
To: Shaeffer, David L SAW
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
OK thank you for the clarification that is what I needed.
We are looking into the easement but it might be a few days and we are concerned the easement may
not specify that anyone other than the city can access the easement.
So does the easement have to state other parties designed by the City are allowed or is the absence of
a statement precluding other parties OK?
The easement will definitely state the City is allowed to maintain the structure.
Given the City rarely receive signatures and the overwhelming majority of owners give permission by
default, I don't think it would be possible to actually get a signature from all of the land owners over a
3 mile corridor, with renters, absentee owners with no forwarding address and not to mention those
that just won't give permission to a governing body. Not sure how we can address this if the easement
language is not acceptable.
-----Original Message -----
From: Shaeffer, David L SAW [mailto:David. L.Shaeffer(a)usace.army.mil]
Sent: Wednesday, June 26, 2013 11:32 AM
To: Christopher Burkhardt
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Hi Chris,
Our attorney has read the letter and does not agree that we are the city's agent. We are a regulatory
agency. It would need to say federal regulatory agencies and/or the Corps. You would also need these
to be signed by the property owners. They cannot give permission by default because they did not
respond to the letter. What about the easement? That might be a better route.
David L. Shaeffer, Geographer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: 919-554-4884 ext. 31 Fax: 919-562-0421
-----Original Message -----
From: Christopher Burkhardt [mailto:CBurkhardt(a)FandR.com]
Sent: Wednesday, June 26, 2013 11:26 AM
To: Shaeffer, David L SAW
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
David what would the letter need to say to cover federal employees?
We were hoping since it mentions the City, M&C and "their agents" that federal employees would be
considered the City's agents, particularly in conjunction with the city's AA letter.
-----Original Message -----
From: Shaeffer, David L SAW [mailto:David. L.Shaeffer(cbusace.army.mil]
Sent: Wednesday, June 26, 2013 10:38 AM
To: Christopher Burkhardt
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Hi Chris,
If you will recall our discussion on this topic during the presentation I gave to the City of Raleigh. I
checked with our attorney after the meeting and this letter and the NC General Statute does not cover
federal employees so that is not useful.
What does the easement say? I might feel comfortable with walking on a City of Raleigh easement
without the property owner's permission so long as the easement is not so specific that it precludes
other parties from inspecting the easement. I assume the easement has some language that allows the
City of Raleigh to maintain the structure within the easement. This might be standard language on their
easements and would be good to have for future projects. Let me know what you can find out.
If any case, let me know when you are ready for a site visit and we will get you scheduled.
Sincerely,
David L. Shaeffer, Geographer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: 919-554-4884 ext. 31 Fax: 919-562-0421
-----Original Message -----
From: Christopher Burkhardt [mailto:CBurkhardt(aFandR.com]
Sent: Wednesday, June 26, 2013 10:23 AM
To: Shaeffer, David L SAW
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
The City owns the existing sewerline and has an existing easement.
McKim and Creed sent a letter to the individual property owners on the behalf of the City requesting
permission under the NC General Statutes to access all of their land (not just the easement) to gather
information for the project. The letter further stated that they did not hear back after 30 days they
would move forward with gathering the data on the property. The 30 days has passed without
objection.
M&C should have the preliminary boundary to me by the end of next week. I will send the AA letter and
survey as soon as I get it.
-----Original Message -----
From: Shaeffer, David L SAW [mai Ito: David. L.Shaeffer(a)usace.army.miI]
Sent: Wednesday, June 26, 2013 10:03 AM
To: Christopher Burkhardt
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Okay. Does the City of Raleigh actually own all of the property?
David L. Shaeffer, Geographer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: 919-554-4884 ext. 31 Fax: 919-562-0421
-----Original Message -----
From: Christopher Burkhardt [mailto:CBurkhardt(�i)FandR.com]
Sent: Wednesday, June 26, 2013 10:02 AM
To: Shaeffer, David L SAW
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
The City is signing off on the Agent Authorization Letter and I will forward to you as soon as I get it.
I do not have a map of the boundary just the general location, I will see if the surveys have picked up
the flags yet and send that to you if they have.
If it helps you the wetlands were previously delineated (>5yrs ago) by Kimly-horn, I I don't have the
action ID though just Cad data of the line.
I will let you know if I can send a survey.
Thank you
-----Original Message -----
From: Shaeffer, David L SAW [mai Ito: David. L.Shaeffer(@usace.army.miI]
Sent: Wednesday, June 26, 2013 9:51 AM
To: Christopher Burkhardt
Subject: RE: Request for JD and Buffer Site Visit - Lower Walnut Creek (UNCLASSIFIED)
Classification: UNCLASSIFIED
Caveats: NONE
Hi Chris,
I apologize for the delay in responding to this site visit request. I have a backlog of JD requests. I
assume you don't have property owner authorizations that will allow me to access these properties to
check the flagging.
Do you have a preliminary map of the delineated boundaries?
Sincerely,
David L. Shaeffer, Geographer
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Phone: 919-554-4884 ext. 31 Fax: 919-562-0421
-----Original Message -----
From: Christopher Burkhardt [mailto:CBurkhardt(a)FandR.com]
Sent: Monday, June 10, 2013 5:21 PM
To: Shaeffer, David L SAW; martin.richmond@ncdenr.gov
Subject: Request for JD and Buffer Site Visit - Lower Walnut Creek
Please accept the attached Wetland delineation Report of the proposed Lower Walnut Creek Interceptor
as our request for an on-site Jurisdictional Determination and buffer calls.
Please let me know if you have any questions or need additional information.
Thank you.
Christopher J. Burkhardt
Senior Environmental Professional
Environmental Department Manager
FROEHLING & ROBERTSON, INC.
310 Hubert Street, Raleigh, NC 27603 1 USA T 919.828.3441 1 F 919.828.5751 1 M 919.630.1369
www.FandR.com <http//www.fandr.com/> Join us on Facebook!
<http://www.facebook.com/pages/edit/? id=88974684540#!/paaes/Froehling-Robertson-
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The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should
not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization.
If you are not the intended recipient, please delete all copies and notify the sender immediately.
Classification: UNCLASSIFIED
Caveats: NONE
The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should
not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization.
If you are not the intended recipient, please delete all copies and notify the sender immediately.
Classification: UNCLASSIFIED
Caveats: NONE
The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should
not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization.
If you are not the intended recipient, please delete all copies and notify the sender immediately.
Classification: UNCLASSIFIED
Caveats: NONE
The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should
not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization.
If you are not the intended recipient, please delete all copies and notify the sender immediately.
Classification: UNCLASSIFIED
Caveats: NONE
The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should
not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization.
If you are not the intended recipient, please delete all copies and notify the sender immediately.
Classification: UNCLASSIFIED
Caveats: NONE
The content of this email is the confidential property of Froehling & Robertson, Inc. (F&R) and should
not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization.
If you are not the intended recipient, please delete all copies and notify the sender immediately.
Classification: UNCLASSIFIED
Caveats: NONE
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not be copied, modified, retransmitted, or used for any purpose except with F&R's written authorization.
If you are not the intended recipient, please delete all copies and notify the sender immediately.
Classification: UNCLASSIFIED
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Classification: UNCLASSIFIED
Caveats: NONE
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If you are not the intended recipient, please delete all copies and notify the sender immediately.
Classification: UNCLASSIFIED
Caveats: NONE
SINCE
1881
March 14, 2013
Chris L. Windley, PE
Project Manager
McKim and Creed PA
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
FROEHLING & ROBERTSON, INC.
Engineering Stability Since 1881
310 Hubert Street
Raleigh, North Carolina 27603-2302
T 919.828.34411 F 919.828.5751
NC License #F-0266
Re: EA Preliminary Scoping Letter
Proposed Walnut Creek Interceptor
Walnut Creek
Raleigh, North Carolina
Dear Mr. Windley:
Froehling & Robertson, Inc., (F&R) presents herein the results of our preliminary State Environmental Policy
Act (SEPA) Environmental Assessment (EA) scoping and database search conducted for the above -referenced
project. F&R has performed these services in general accordance with our Proposal 1366-176E. F&R has
gathered limited supporting documentation that depicts existing environmental conditions at the project site
in an effort to assist McKim & Creed in contacting regulatory agencies to request their comments as to the
projects potential to impact the environment. F&R has determined that streams, wetlands, and natural
heritage managed areas are located on the project site. Significant natural heritage areas are located adjacent
to the project site. Threatened and endanger species or historic sites are not mapped on or adjacent to the
Site.
PROJECT INFORMATION
F&R understands that the project site consists of an existing easement that is approximately 16,000 linear feet
in length by 100 feet in width. The easement is located north of Walnut Creek between Sunny Brook Road and
Barwell Road in Raleigh, Wake County, North Carolina. The City of Raleigh is proposing a new interceptor
within the existing easement. For the purpose of these services the project site will include 50 feet on either
side of the easement for an approximate width of 200 feet. Please see the attached Project Site Map for a
graphic depiction of the project site including National Wetland inventory wetlands and FEMA Floodplains.
STATE HISTORIC PRESERVATION OFFICE
F&R reviewed the North Carolina State Historic Preservation Office online HPOWEB GIS Service mapper.
Historic resources were not mapped on or near the project site. The nearest mapped resource lies
approximately 3,600 feet north of the existing easement. Please see attached figure for additional
information.
Corporate HQ: 3015 Dumbarton Road Richmond, Virginia 23228 T 804.264.2701 F 804.264.1202 www.fandr.com
VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA * MARYLAND • DISTRICT OF COLUMBIA
A Minority -Owned Business
NC NATURAL HERITAGE PROGRAM
F&R reviewed the NC Natural Heritage Program (NHP) online Map Viewer and associated data for known
locations of protected species and their habitat. Elements were not mapped on the project site. However,
there are 17 elements listed for a 2 mile radius of the project site. Nine of the seventeen elements are listed as
threatened or endangered. Additionally, the Map Viewer depicts managed areas located on the western
terminus of the project site, as well as on the east -central portion. There are 39 other managed areas within
two mile of the project site including the Walnut Creek Sumac Site (Progress Energy) MOU. The remaining
Managed areas consist of either; NC Department of Transportation Mitigation Land, Triangle Greenways
Council Preserve, or Wake County Open Space. Three significant Natural Heritage areas are located adjacent
to the west of the project site, Neuse River Forests, Walnut Creek Bottom Land Forests, and Walnut Creek
Sumac Site. Please see the attached figures for specific listings. A survey for some or all of the protected
species or potential suitable habitat may be required.
US FISH AND WILDLIFE SERVICE
F&R reviewed the US Fish and Wildlife Service (USFWS) online Endangered Species Act List for Wake County.
Listed Federal Endangered Species in this area consist of the Red -Cockaded woodpecker, Dwarf wedgemussel,
Tar River spinymussel, Cape Fear shiner, and Michaux's summac. Please see the attached USFWS print out for
additional information. A survey for some or all of these species or potential suitable habitat may be required.
DIVISION OF WATER QUALITY
F&R reviewed the NCDENR Division of Water Quality (DWQ), Water Quality Classifications for Walnut Creek.
Walnut Creek is listed as a Class C and NSW water. Walnut Creek is not listed as a High Quality Waters,
Outstanding Resource Waters, or Trout Waters. Class C waters are protected for secondary recreation, fishing,
wildlife, fish consumption, aquatic life including propagation, survival, and maintenance of biological integrity,
agriculture and other uses suitable for Class C. Secondary recreation includes wading, boating, and other uses
involving human body contact with water where such activities take place in an infrequent, unorganized or
incidental manner. Nutrient Sensitive Waters (NSW) is a supplemental classification sometimes added by DWQ
to the primary classification to provide additional protection to waters with special uses of values. The NSW
classification is intended for waters needing additional nutrient management due to their being subject to
excessive growth of microscopic or macroscopic vegetation. Please see attached NCDENR Stream Classification
Print out for additional information. F&R has also reviewed National Wetland Inventory data and Identified
several stream crossing and a few wetland areas. F&R is in the process of performing wetland stream and
buffer delineations and will present the results under separate cover.
LIMITATIONS
Please note this review did not involve contacting regulatory agencies, verifying actual conditions in the field,
or reviewing all available databases. Therefore, protected species or significant historic may be present on site
but not included in this review. Our findings and opinions are based upon information provided to us by others
and upon our limited site observations and are subject to and limited by the terms and conditions of F&R's
Agreement for Environmental Services.
Walnut Creek Interceptor F&R EA Preliminary Scoping Letter
McKim & Creed PA 2 March 14, 2013
We have not verified the completeness or accuracy of the information provided by others, unless noted
otherwise. Our observations were based upon online maps and conditions readily visible at the site at the time
of our limited visit, and the site visit did not include services typically performed during a Wetland
Determination, Protected Species Survey, Environmental Compliance Audit or a Phase II ESA. If additional
information becomes available which may affect our conclusions and recommendations, we request the
opportunity to review the information and reserve the right to modify our report, as warranted.
Please contact F&R with any questions.
Sincerely,
FROEHLING & ROBERTSON
�� X'f'OL
Paul M. Hughes
Environmental Scientist
Attached: Project Site Map
Natural Heritage Program Maps
US F&WS List
State Historic Preservation Map
Division of Water Quality Stream Classification
National Wetland Inventory Map
Site Photographs
Christopher J. Burkhardt
Senior Environmental Professional
Walnut Creek Interceptor F&R EA Preliminary Scoping Letter
McKim & Creed PA 3 March 14, 2013
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FROEHLING &ROBERTSON, INC.
ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL
310 HUBERT STREET, RALEIGH, NC 27603 1 USA
T919.828.3441 I F919.828.5751
www.FandR.com
Client: McKim and Creed PA
Project: Proposed Walnut Creek Intercefor
Location: Raleigh, Wake Count North Carolina
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T919.828.3441 I F919.828.5751
www.FandR.com
Client: McKim and Creed PA
Project: Proposed Walnut Creek Intercefor
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F&R Project No: 6613-0127
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FROEHLING &ROBERTSON, INC.
ENGINEERING • ENVIRONMENTAL • GEOTECHNICAL
310 HUBERT STREET, RALEIGH, NC 27603 1 USA
T919.828.3441 I F919.828.5751
www.FandR.com
Client: McKim and Creed PA
Project: Proposed Walnut Creek Intercefor
Location: Raleigh, Wake Count North Carolina
F&R Project No: 6613-0127
Source: NHP GIS Website
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NCDENR - NHP Map Viewer
NC Department of Environment and Natural Resources
Natural Heritage Program - NHP Map Viewer
Natural Heritage Program Map Viewer
(Data last updated on January 2, 2013)
�— Help.l http ,//Portal :ncdenr, orv�/c/document_library/vaet_file?uuid-6c334d20,a4a3.4ff2:945434e4ff945bd7$v�rouPld=61587.)
1513 Bethel Road, Raleigh, NC 27610, USA
35.75849305114015 -78.5635757446289
Search Radius:2 miles[)
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Page 1 of 3
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SHOW RESUI( JFll� (—Element Occurrences (Significant Natural Heritage Areas t' Managed Areas
Show 10 1-• entries per page Download Results Filter search results:
Managed Area Name I Acres I Owner I Owner Type
NC Department of Transportation Mitigation Land 84.62 NC Department of Transportation State
NC Department of Transportation Mitigation Land
108.38
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State
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31.29
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12.37
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9.44
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http://portal.ncdenr.org/web/nhp/nhp-map-viewer 3/14/2013
NCDENR - NHP Map Viewer
Managed Area Name
Acres Owner
Page 2 of 3
Owner Type
Wake
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Showing 1 to 41 of 41 entries
Ifirst 4frevious0 Nex* Las1►I
The Natural Heritage Program Map Viewer provides information on Natural Heritage Program data occuring within a 2 -mile radius of a user -selected location. Information is
provided on element occurrences, significant natural heritage areas, and managed areas. Below are brief notes on use of the map viewer. For more information on use of the
http://portal.ncdenr.org/web/nhp/nhp-map-viewer 3/14/2013
NCDENR - NHP Map Viewer Page 3 of 3
map viewer or for an explanation of the values returned by the search, see the Help I.http.//portal:ncdenr.org/c/document_librarx/get_file?uuid=c2dbaa9f :a4oa:4552:bdeo.
.............
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..................................
• Results are displayed for element occurrences by default. To display results for significant natural heritage areas or managed areas, click the appropriate radio button
in the "SHOW RESULTS FOR" section above the results table. Locations of element occurrences are not displayed; locations of significant natural heritage areas and
managed areas are displayed.
• Clicking on a column name in the results table will sort all entries in that column; clicking a second time on the column name will reverse the sort.
• The results can be further refined by entering a text string in the "Filter search results" field. Entries not containing the text string will be removed from the table of
results.
• Clicking the "Download Results' button will give you the option of saving the results table to a comma -separated -values file. This type of file can be opened in most
spreadsheet programs, including Microsoft Excel.
• Records for the Blue Ridge Parkway are not included in the shapefile. You must contact the Blue Ridge Parkway if you need information for this area.
• If you have any questions regarding the data contained on the map viewer, contact Natural He ritage,_Program, staff (nctpiportal;ncdenr;orgiwebnnPiconcact,).,. For technical
issues regarding the application, contact the Conservation Information Manager A.
....................................................................................
Use of North Carolina Natural Heritage Program data should not be substituted for actual field surveys, particularly if the project area contains
suitable habitat for rare species. If a database search lists no records for a project area, it does not necessarily mean that they are not present. The
area may not have been surveyed by biologists, or the data may not have been reported to NC Natural Heritage Program.
Information obtained from the North Carolina Natural Heritage Program Map Viewer should be cited as follows: North Carolina Natural Heritage
Program Online Map Viewer. [search date]. Department of Environment and Natural Resources, Office of Conservation, Planning, and Community
Affairs, Raleigh, NC. Available at: www.ncnhp.org.
NO••H i/R9L�NA
Natural
Herifa � (http://portal.ncdenr.org/web/nhp i One
Prog, No Carolina
--p- North Carolina Natural Heritage Program • 1601 Mail Service Center •Raleigh, NC 27699 1601 �1�� /�
SCIE NC E GU I DING CaNTERVATION , i/
(http://portal.ncdenr.orq/web/cpca/ )
N.C. Department of Environment and Natural Resources
1601 Mail Service Center, Raleigh, NC 27699-1601
■
Headquarters (Environment and Natural Resources Building): 217 W. Jones St. 47
Archdale Building: 512 N. Salisbury St. RE -65-4R
Toll Free: (877) 623-6748
http://portal.ncdenr.org/web/nhp/nhp-map-viewer 3/14/2013
NCDENR - NHP Map Viewer
NC Department of Environment and Natural Resources
Natural Heritage Program - NHP neap Viewer
Natural Heritage Program Map Viewer
(Data last updated on January 2, 2013)
,�QHelp_(http _//p.or L.ncderr.pr3/c/document_library/get_file?mid=6c334d20-a4a3.4ff2.9454.34e4ff945bd7agroupld=61587)
2000-2098 Maybrook Drive, Raleigh, HC 27610, LISA Enter an Address
OR
35.75292081446938 -78.55670928955078 Latitude and Longitude
(decimal degrees)
Search Radius: 12 miles Ki OR
Search lClear Fields and Reset Map just click a map location below...
(Searched on Mar 14, 2013)
Page 1 of 2
SHOW RESU1 ,41 [- Element Occurrences 0 Significant Natural Heritage Areas f' Managed Areas
Show 10 L ] entries per page Download Results
Filter search results:
Site Name Acres Owner Representational Rating Collective Rating
Neuse River (Clayton) Forests 1121.3 PRV, LOCAL R5 C4
Walnut Creek Bottomland Forests 300.55 PRV, LOCAL R5 C5
Walnut Creek Sumac Site 5.11 NCDOT, PRV, LOCAL R5 C5
Showing t to 3 of 3 entries I-Wirst 4Previous Q Nex* Lasol
The Natural Heritage Program Map Viewer provides information on Natural Heritage Program data occuring within a 2 -mile radius of a user -selected location. Information is
provided on element occurrences, significant natural heritage areas, and managed areas. Below are brief notes on use of the map viewer. For more information on use of the
map viewer or for an explanation of the values returned by the search, see the Help (hnp //p tal.ncdenr.org/c/document library/get t I d-czdb 9f 40-4ssz-bdeo-
859518c6a30e8tgroupld=61587.1.
.................................
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NCDENR - NHP Map Viewer
Page 2 of 2
• Results are displayed for element occurrences by default. To display results for significant natural heritage areas or managed areas, click the appropriate radio button
in the "SHOW RESULTS FOR" section above the results table. Locations of element occurrences are not displayed; locations of significant natural heritage areas and
managed areas are displayed.
• Clicking on a column name in the results table will sort all entries in that column; clicking a second time on the column name will reverse the sort.
• The results can be further refined by entering a text string in the "Filter search results" field. Entries not containing the text string will be removed from the table of
results.
• Clicking the "Download Results' button will give you the option of saving the results table to a comma -separated -values file. This type of file can be opened in most
spreadsheet programs, including Microsoft Excel.
• Records for the Blue Ridge Parkway are not included in the shapefile. You must contact the Blue Ridge Parkway if you need information for this area.
• If you have any questions regarding the data contained on the map viewer, contact Natural Heritage_Program_staff (http://p2M.ncdenr.org/web/nhp(concacc).. For technical
issues regarding the application, contact the Conservation Information Manager:
Use of North Carolina Natural Heritage Program data should not be substituted for actual field surveys, particularly if the project area contains
suitable habitat for rare species. If a database search lists no records for a project area, it does not necessarily mean that they are not present. The
area may not have been surveyed by biologists, or the data may not have been reported to NC Natural Heritage Program.
Information obtained from the North Carolina Natural Heritage Program Map Viewer should be cited as follows: North Carolina Natural Heritage
Program Online Map Viewer. [search date]. Department of Environment and Natural Resources, Office of Conservation, Planning, and Community
Affairs, Raleigh, NC. Available at: www.ncnhp.org.
Natural
Herita a (http://portal.ncdenr.org/web/nhp I
Program North Carolina Natural Heritage Program • 1601 Mail Service Center • Raleigh, NC 27699-1601
soE.cE aurora co+sraana.
( http://p.rt.i.ncdenr..rg/web/cpca/ I
N.C. Department of Environment and Natural Resources
1601 Mail Service Center, Raleigh, NC 2 7699-1 601
Headquarters (Environment and Natural Resources Building): 217 W. Jones St.
Archdale Building: 512 N. Salisbury St.
Toll Free: (877) 623-6748
oe
NCarolina
Alwra!!y
9PA
(w dmk
http://portal.ncdenr.org/web/nhp/nhp-map-viewer 3/14/2013
`FLSH a " WILD LSFB U.S. Fish and Wildlife Service
SERVICE
Natural Resources of Concern
This resource list is to be used for planning purposes only — it is not an official species list.
Endangered Species Act species list information for your project is available online and listed below for
the following FWS Field Offices:
RALEIGH ECOLOGICAL SERVICES FIELD OFFICE
POST OFFICE BOX 33726
RALEIGH, NC 27636
(919) 856-4520
Project Name:
Lower Walnut Interceptor
Project Counties:
Wake, NC
Project Type:
Wastewater Pipeline
Endangered Species Act Species List (USFWS Endangered Species Program).
There are a total of 5 threatened, endangered, or candidate species, and/or designated critical habitat on your species list. Species on
this list are the species that may be affected by your project and could include species that exist in another geographic area. For
example, certain fishes may appear on the species list because a project could cause downstream effects on the species. Please
contact the designated FWS office if you have questions.
Species that may be affected by your project:
Birds Status Species Profile Contact
03/13/2013 Information, Planning, and Conservation System (IPAC) Page 1 of 3
Version 1.4
`FLSH a " WILD LSFB U.S. Fish and Wildlife Service
SERVICE
Natural Resources of Concern
Red -Cockaded woodpecker
Endangered
species info
Raleigh Ecological Services
(Picoides borealis)
Field Office
Population: Entire
Clams
Dwarf wedgemussel
Endangered
species info
Raleigh Ecological Services
(Alasmidonta heterodon)
Field Office
Population: Entire
Tar River spinymussel
Endangered
species info
Raleigh Ecological Services
(Elliptio steinstansana)
Field Office
Population: Entire
Fishes
Cape Fear shiner (Notropis mekistocholas)
Endangered
species info
Raleigh Ecological Services
Population: Entire
Field Office
Flowering Plants
Michaux's sumac (Rhus michauxii)
Endangered
species info
Raleigh Ecological Services
Field Office
FWS National Wildlife Refuges (USFWS National Wildlife Refuges Program).
There are no refuges found within the vicinity of your project.
FWS Migratory Birds (ZTSFWS Migratory Bird Program).
Most species of birds, including eagles and other raptors, are protected under the Migratory Bird Treaty Act (16
U.S.C. 703). Bald eagles and golden eagles receive additional protection under the
Bald and Golden Eagle Protection Act (16 U.S.C. 668). The Service's Birds of Conservation Concern (2008) report
identifies species, subspecies, and populations of all migratory nongame birds that, without additional
conservation actions, are likely to become listed under the Endangered Species Act as amended (16 U.S.0 1531
et seq.).
03/13/2013 Information, Planning, and Conservation System (IPAQ Page 2 of 3
Version 1.4
`FLSH a " WILDLIFE U.S. Fish and Wildlife Service
SERVICE
Natural Resources of Concern
NWI Wetlands (ZISFWS National Wetlands Inventory).
The U.S. Fish and Wildlife Service is the principal Federal agency that provides information on the extent and
status of wetlands in the U.S., via the National Wetlands Inventory Program (NWI). In addition to impacts to
wetlands within your immediate project area, wetlands outside of your project area may need to be considered
in any evaluation of project impacts, due to the hydrologic nature of wetlands (for example, project activities
may affect local hydrology within, and outside of, your immediate project area). It may be helpful to refer to
the USFWS National Wetland Inventory website. The designated FWS office can also assist you. Impacts to
wetlands and other aquatic habitats from your project may be subject to regulation under Section 404 of the
Clean Water Act, or other State/Federal Statutes. Project Proponents should discuss the relationship of these
requirements to their project with the Regulatory Program of the appropriate
U.S. Army Corps of Engineers District.
03/13/2013 Information, Planning, and Conservation System (IPAQ Page 3 of 3
Version 1.4
Name of Stream
Description
Curr. Class
Date
Basin
Stream Index #
Haleys Branch
From source to
C;NSW
05/01/88
Neuse
27-33-7
Crabtree Creek
Reedys Creek
From source to
B;NSW
05/01/88
Neuse
27-33-8
(Reedy Creek
Crabtree Creek
Lake)
Sycamore Creek
From source to
B;NSW
05/01/88
Neuse
27-33-9
(Big Lake)
Crabtree Creek
Pots Branch
From source to
B;NSW
05/01/88
Neuse
27-33-9-1
Sycamore Creek
Turkey Creek
From source to
B;NSW
05/01/88
Neuse
27-33-9-2
(Lake Ann)
Sycamore Creek
Walnut Creek
From backwaters of
B;NSW
08/03/92
Neuse
27-34-(1.5)
(Lake Johnson)
Lake Johnson to dam at
Lake Johnson
Walnut Creek
From dam at Lake
C;NSW
08/03/92
Neuse
27-34-(1.7)
Johnson to backwaters
of Lake Raleigh
Walnut Creek
From source to
C;NSW
08/03/92
Neuse
27-34-(1)
backwaters of Lake
Johnson
Walnut Creek
From backwaters of
B;NSW
08/03/92
Neuse
27-34-(3.5)
(Lake Raleigh)
Lake Raleigh to dam at
Lake Raleigh
Walnut Creek
From dam at Lake
C;NSW
05/01/88
Neuse
27-34-(4)
Raleigh to Neuse River
Big Branch
From source to Walnut
C;NSW
05/01/88
Neuse
27-34-11
Creek
Poplar Branch
From source to Big
C;NSW
05/01/88
Neuse
27-34-11-1
Branch
Little Arm Branch
From source to Big
C;NSW
05/01/88
Neuse
27-34-11-2
Branch
Simmons Branch
From source to Walnut
C;NSW
08/03/92
Neuse
27-34-2
Creek
Bushy Creek
From source to Walnut
C;NSW
08/03/92
Neuse
27-34-3
Creek
Rocky Branch
From source to Walnut
C;NSW
05/01/88
Neuse
27-34-6
Creek
Wildcat Branch
From source to Walnut
C;NSW
05/0.1/88
Neuse
27-34-7
Creek
Watson Branch
From source to Walnut
C;NSW
05/01/88
Neuse
27-34-8
Creek
Chavis Branch
From source to Watson
C;NSW
05/01/88
Neuse
27-34-8-1.
Branch
Gatling Branch
From source to Walnut
C;NSW
05/0.1/88
Neuse
27-34-9
Creek
Poplar Creek
From source to Neuse
C;NSW
05/01/88
Neuse
27-35
River
Beddingfield
From source to Neuse
C;NSW
05/0.1/88
Neuse
27-37
Creek
River
Marks Creek
From soruce to Neuse
C;NSW
05/01/88
Neuse
27-38
(Lake Myra)
River
Page 9 of 13
2010-01-30
07:09:34
Photo Log
McKim & Creek — Proposed Sewer Interceptor
Raleigh, Wake County, North Carolina
Photo 1— A view along eastern end of easement facing west
Photo 2 — A view along easement on eastern portion of the site
facing west
Photo Log
McKim & Creek — Proposed Sewer Interceptor
Raleigh, Wake County, North Carolina
Photo 3 — A view along central portion of easement facing northeast
Photo 4 — A view along easement on central portion of the site facing east
Photo Log
McKim & Creek — Proposed Sewer Interceptor
Raleigh, Wake County, North Carolina
Photo 5 — A view from the central portion of the site facing southwest
Photo 6 — A view of urban stream that crosses the central portion
of the site facing south
� f
�, e�;,`, r•i•
�> r `eta .„ ..
Photo 5 — A view from the central portion of the site facing southwest
Photo 6 — A view of urban stream that crosses the central portion
of the site facing south
Photo Log
McKim & Creek — Proposed Sewer Interceptor
Raleigh, Wake County, North Carolina
.A 7.
y �
t � s
G T(
Air
Photo 7 — A view along easement on western portion facing southwest
Photo 8 — A view of stream on western portion of site facing north
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
FINDING OF NO SIGNIFICANT IMPACT (FONSI)
Walnut Creek Sanitary Sewer Improvements
Wake 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 proposed project
includes upgrading both the Upper and Lower Walnut Creek Interceptors. The Lower Walnut Creek (LWC)
interceptor currently consists of approximately 17,0001mear feet (LF) of 48 -inch and 54 -inch gravity sewer line. The
proposed action would replace the existing sewer line with new 66 -inch and 72 -inch sewer pipe within the existing
permanent utility easement. The existing Upper Walnut Creek (U WC) interceptor currently consists of
approximately 20,000 LF of 42 -inch and 48 -inch sewer line. The existing 42 -inch sewer lines will be replaced with
60 -inch sewer lines; the existing 48 -inch sewer lines will be rehabilitated. The LWC project is needed due to the age
of the age of the pipes, degraded structural conditions which may lead to failure, and the need for additional
capacity. The U WC improvements are necessary because the sewer lines are reaching the end their useful life,
significant operational and structural issues exist, the pipes are deteriorating, and the need for additional capacity. As
shown in the EA, Exhibits 1-3, the proposed action will occur mostly within the Raleigh City limits in central Wake
County.
In order to determine whether the Walnut Creek Sanitary Sewer Improvements project 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:
There are no prime or unique agricultural lands located within the project area; therefore, no impacts to
these lands will occur. No impacts to land use are expected as the project largely utilizes the existing
utility corridor and is consistent with existing land uses. While there are areas of archeological or
historical value within one mile of the project area, the project will not impact any of them.
Construction equipment and activities may lead to temporary impacts on air quality and noise levels.
Land disturbance activities associated with construction may have temporary impacts on shellfish, fish,
and their habitats due to bank disturbance and potential increases in turbidity. There also exists the
possibility that minor amounts of toxic substances such as fuel, oil, or other substances could be
released from construction equipment. Temporary increases in noise may also occur on or around public
land and scenic, recreational, and State natural areas that may be in the vicinity of the project area and
temporary closures of these areas may be necessary during construction. Temporary impacts to streams
and wetlands may also occur as a result of pipe burial.
Minor, but permanent impacts will occur to forest resources as some trees will need to be removed
during construction and for corridor maintenance. As a result, wildlife and natural vegetation may be
impacted; however, impacts to threatened and endangered species will not occur.
Impacts to topography, soils, wetlands, and floodplains will be mitigated by restoring these areas after
pipe burial. Potential impacts to streams will be mitigated by following applicable sedimentation and
erosion control measures and by crossing stream as perpendicular as possible. Manholes will be located
outside of floodplain when practicable, when they cannot be they will either be elevated above the 100
1617 Mail Service Center, Raleigh, North Carolina, 27699-1617
Location: 512 N. Salisbury St., Raleigh, North Carolina, 27604
An Equal OpportunityWRnnalive Adon Employer
year floodplain by two feet and vented or watertight lids will be used. Impacts to forest resources and
wildlife will be reduced by minimizing clearing as much as possible.
The City of Raleigh has developed a Secondary and Cumulative Impacts Management Plan (SCIMP)
for the City and several surrounding municipalities. The City of Raleigh and the NCDENR entered into
a memorandum of agreement (MOA) in 2009 agreeing that the SCIMP sufficiently addresses the
secondary and cumulative impacts discussion for SEPA documents where the NCDENR is the lead
agency for development associated with utility infrastructure projects. A copy of the SCIMP is included
as Appendix A of the EA. A copy of the City of Raleigh and the NCDENR MOA is included in the EA
as Appendix B.
None of the above impacts are found to be significant due to mitigation activities and the SCIMP. Thus, it has been
concluded that the Walnut Creek Sanitary Sewer Improvements project will not have a significant adverse effect on
the quality of the environment. No environmental impact statement (EIS) will be 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. 113A, a FONSI has been made in the case of the Walnut Creek Sanitary Sewer
Improvements project. Information supporting the need for the proposed project was reviewed, along with relative
impacts, other alternative approaches and mitigating measures.
y3 is
S. Jay Zimmerman, P.G. (D te)
Director, Division of Water Resources
� J
ISTREAM S-1/000 I
I25' x 250' TEMP N
t CONSTRUCTION EASEMENT
Q •' 7I
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22+00
21+00 C_/ -
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185--- 185
;6.02
NEUSE RIVER BUFFER AND STREAM IMPACTS
STREAM S-1000 ZONE 1 (PERPINDICULAR) ZONE 2 (PERPINDICULAR) STREAM IMPACT
SQ FT SQ FT W I DTH ( FT) LENGTH (FT)
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030468
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LEGEND:
TEMPORARY ZONE ONE BUFFER IMPACTS
0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM S-1000 IMPACT (JURISDICTIONAL) INTERMITTENT
EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT)
• PROPOSED EASEMENT
-- ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
PERM. (PROP. ESMT)
0.00
0.00
0
0
PERM. (EX. ESMT)
0,00
CHECKED
0
0
PERM. (TOTAL)
0.00
0.00
0
0
TEMP. (PROP. ESMT)
1775.13
1115.71
16
29
TEMP. (EX. ESMT)
0.00
0.00
20
12
TEMP. (TOTAL)
1775.13
1115.71
0
41 50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
REFERENCE PLAN SHEET C2
v M�IQM�C'REED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: (919)233-8091, Fax: (919)233-8031
F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
�APo IMPROVEMENTS
LOWER WALNUT CREEK
STREAM S-1000 IMPACTS
DATE: MAY 2015
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
K0H
CHECKED
BRL
PROJ. MGR.
BRL
SCALE
M&C FlLE NUMBER
CU701
HORIZONTAL:
GRAWMG NUMBER
1.=50'
VERTICAL:
ST -1
NA
STATUS: :Lj
10' x 50' TEMP =
CONSTRUCTION EASEMENT
MH #11
STA: 39+52.44
'A: EQ 0+00.00
RIM: 188.94-
_ 78
---- _ 184
180
► I:1NVA0lia1,99:''Wil 0 1M3111:081I8 WAIN &I
0
STREAM S-3000
n I
O
�O
20 DRAINAGE EA EMENT
/ BM 1988 PG 208
10' x 50' TEMP
CONSTRUCTION EASEMENT
STFFp S-3=
ZONE 1 (PERPINDICULAR)
ZONE 2 (PERP NDICULAR)
STREAM IMPACT
EJB
DESIGNED
SQ FT
SQ FT
VODTH (FT)
LENGTH (FT)
P ERNI. ( PROP. ESMT
0.00
0.00
0
0
P ERM. (EX. ESM%)
0.00
0.00
0
0
PERM. (TOTAL)
0�00
0.01)
0
0
TEMP. ( PROP. ESM%)
631 150
0.00
12.5.2
la 60
TEMP. (EX. ESMT)
0.00
0.00
12.34
150
TEMP. (TOTALS
L61)
0.01)
N/A
166.16
4k-M�IQM�C'REED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: (919)233-8091, Fax: (919)233-8031
F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
�APo IMPROVEMENTS
11%1111111///
CA '',�f
030468
j *" AGIN'Li� `p•��`
RI <� is
LEGEND:
TEMPORARY ZONE ONE BUFFER IMPACTS
0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM S-3000 IMPACT (JURISDICTIONAL) PERENNIAL
EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT)
• PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
LOWER WALNUT CREEK
STREAM S-3000 IMPACTS
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
REFERENCE PLAN SHEET C4
DATE: MAY 2015
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
KOH
CHECKED
BRL
PROJ. MGR.
BRL
SCALE
M&C n E NUMBER
CU701
HORIZONTAL:
GRANNG NUMBER
1"=50'
VERTICAL:
ST -2
NA
__jf77-- :::i
L
HpUS� —1
TWIN
\ 2„
DOGWOOD —
183 g3,(54D°IRCP)�
180.10 03, \. \
INV OU1
8"PVC
18pf� \�
RU
1400 0
16" GVg.45'
R M=OF NUT_185.63'
174.85 MH #14—
i- STREAM S-4000 STA: 50+79.74
M RIM: 189.93
20 DRAINA E EASEM T z
BM 1 7 PG 1 0x 5W
i
v/
/ CONS11iUCUNPEASEMENT (/ "PEAF
SE \ /
16"FtA
—
49+00
AM
NEUSE RIVER BUFFER AND STREAM IMPACTS
STREAM S-4000
PERM. (PROP. ESMT)
PERM. (EX. ESMT)
PERM. (TOTAL)
TEMP. (PROP. ESMT)
TEMP. (EX. ESMT)
TEMP. (TOTAL)
TE=189.11'
INV.OUT-185 '
SSMH I
Q- /P RIM=187.98 4 "DIP)
`
INV.=17 .66 4"DIP)
INV.IN=17 '57,(4°DIP) I
INV.IN=17 .65
\ INV.0UT=1 7.45 I
t I -gz 1=31 I
Z9"98 IQ 20 GEEASEMENT
BM 1957 I
\ \ 11030
987 PG
ZONE 1 (PERPINDICULAR) ZONE 2 (PERPINDICULAR) STREAM IMPACT
CI
TE=188. 7
INVIN= 83.63'
INV -0U =183.17
��\1111111///
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030468
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LEGEND:
TEMPORARY ZONE ONE BUFFER IMPACTS
0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM S-4000 IMPACT (JURISDICTIONAL) INTERMITTENT
EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT)
• PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
SQ FT
SQ FT
0592-0046
W I DTH ( FT)
LENGTH ( FT)
DESIGNED
0.00
0.00
BRL
0
0
0.00
0.00
0
0
0.00
0.00
0.00
0.00
418.67
0.00
8.00
10.31
50' 0 50' 100'
0.00
0.00
0
0
418.67
0.00
8.00
10.31
SCALE: 1"=50' (Horiz.)
REFERENCE PLAN SHEET C5
v M�IQM�C'REED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: (919)233-8091, Fax: (919)233-8031
F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
�APo IMPROVEMENTS
LOWER WALNUT CREEK
STREAM S-4000 IMPACTS
DATE: MAY 2015
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
KOH
CHECKED
BRL
PROJ. MGR.
BRL
SCALE
M&C n E NUMBER
CU701
HORIZONTAL:
GRAWMG NUMBER
1.=50'
VERTICAL:
ST -3
NA
STATUS: REHsioN
STA: 52+37.92
RIM: 192.04 \�\ 0 ��\ \ 790
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52+00
\ O
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SEMENT
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/ INV.OUT=184.74' \� \
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STREAM S-5000
PERM. (PROP. ESMT)
PERM. (EX. ESMT)
PERM. (TOTAL)
TEMP. (PROP. ESMT)
TEMP. (EX. ESMT)
TEMP. (TOTAL)
ZONE 1 (PERPINDICULAR) ZONE 2 (PERPINDICULAR) STREAM IMPACT
SR FT
SR FT
WIDTH ( FT) LENGTH (FT)
0.00
0.00
0 0
0.00
0.00
0 0
0.00
0.00
0.00 0.00
0.00
0.00
0.00 0.00
0.00
0.00
5.00 _ 51.00
0.00
0.00
5.00 51.00
e4MCIQM&CRIMD
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: (919)233-8091, Fax: (919)233-8031
F-1222
www.mckimcreed.com
�F RA<F CITY OF RALEIGH
i PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
��11111111///
CA
030468
�'��s''••FNGINLE`� `p•���`
LEGEND:
TEMPORARY ZONE ONE BUFFER IMPACTS (NONE)
0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS (NONE)
- TEMPORARY STREAM S-5000 IMPACT (JURISDICTIONAL) PERENNIAL
EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT)
• PROPOSED EASEMENT
• ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
LOWER WALNUT CREEK
STREAM S-5000 IMPACTS
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
REFERENCE PLAN SHEET C5
DATE: MAY 2015
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
KOH
CHECKED
BRL
PROJ. MGR.
BRL
STATUS: :::i
M&C FILE NUMBER
SCALE
CU701
HORIZONTAL:
GRAMNG NUMBER
1.=50'
VERTICAL_
ST -4
NA
STATUS: :::i
vv.uuI-10X
Z 6 20' PROP. DRAINAGE W LS MH #10 LS MH #9
0 0 TE- EASEMENT STA: 79+29.4:
STA: 82 #9
o r� wv.w=187 os' o RIM: 189.31 RIM: 196.14
p 6 INVOUT=18 a r
;I %°� ` \ 2 P IV F�41NA�E SEMEN
FE 190.69' UO o CI o- I I S
N .OUT=187 TE=1 9.85' `� (L STREAM S-7000 9097' E
1E=1 6.60'(SE) _ V=186.7 MH #22A I
1 'RCP INV.O T=186.10'( ) UT
r I (2)_t !fig) 7. STA: 81+25.`,15 N
!j - - `""° - RIM:192Z \
a � RA.
W w If
N nro� w 8' PV r� �� '" 8' VC
RU _ il 16 RU RUQ 6 �U U RU 16"
-_
18"l1cP � - LS MH #7LS MH ,#6--
- - - L STA: 81+25.51 STA: 82+14.01
6H CR I % � � 11 ; 182.50 - R4M: 9
a
_
d 7Odi IINVIN=18;�
xV.
IINOUT=1N
92.11' A \ TE=192.67' 190 °\
88.36'(SE) 2 IE=188.37'( E)
8.31'(NW I I E=188.47( W) SSMH BACKWATER FLOOD
FE -1B .67' �g6 %, L STORAGE EASEMENT
INV.IN 182.1 / / ELEVATION = 188.15'
SSMH T=182.\5' BAA 19Q5 -Pr,
RIM -192.73'20' CITY OF RAL
_LV_W-LE7.1Q' NQ - - ANITARY SEWER EASE
INVIN=187.53'(4"PVC-NE) 1998 PG 1599/1
NEUSE RIVER BUFFER AND STREAM IMPACTS
STREAM S-7000
PERM. (PROP. ESMT)
PERM. (EX. ESMT)
PERM. (TOTAL)
TEMP. ( PROP. ESMT)
TEMP. (EX. ESMT)
TEMP. (TOTAL)
ZONE 1(PERPINDICULAR) ZONE (PERPINDICULAR) STREAM IMPACT
SR FT SR FT WIDTH (FT) LENGTH ( FT)
0.00
0.00
0.00
71.03
0.00
71.03
e MlIQM&�D
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: (919)233-8091, Fax: (919)233-8031
F-1222
www.mckimcreed.com
��\1111111///
CA
1�.•�Q� ' .,'Y ff
N = 030468
�IY I tv J(O
t
LEGEND:
TEMPORARY ZONE ONE BUFFER IMPACTS
0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM S-7000 IMPACT (JURISDICTIONAL) PERENNIAL
EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT)
• PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
0.00
0
0592-0046
DRAWN
EJB
0
0.00
0
0
PROJ. MGR.
BRL
0.00
0.00
0.00
0.00
0.00
0.00
50' 0 50' 100'
0.00
10.71
11.23
0.00
10.71
11.23
SCALE: 1"=50' (Horiz.)
REFERENCE PLAN SHEET C7
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
�APo IMPROVEMENTS
LOWER WALNUT CREEK
STREAM S-7000 IMPACTS
DATE: MAY 2015
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
K0H
CHECKED
BRL
PROJ. MGR.
BRL
SCALE
M&C FILE NUMBER
CU706
HORIZONTAL:
GRANNG NUMBER
1.=50'
VERTICAL:
ST -5
NA
STATUS: REHsioN
STREAM S-8000
J
88
01
• . IIIII� '��
NE• w - :ww
c /
IN 183' 85
--INV.oLiT� 183.76
v M�IQM�C'REED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: (919)233-8091, Fax: (919)233-8031
F-1222
www.mckimcreed.com
EASEMENT
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
�APo IMPROVEMENTS
LEGEND:
TEMPORARY ZONE ONE BUFFER IMPACTS
0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM S-8000 IMPACT (JURISDICTIONAL) INTERMITTENT
EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT)
• PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
N EUSE RIVER BUFFER AN D STREAM IMPACTS
STREAMS -8000
ZONE 1(PERPINDICULAR)
ZONE 2(PERPINDICULAR)
STREAMIMPACT
EJB
DESIGNED
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
PERM. (PROP. ESMT)
0.00
0.00
0
0
PERM. (EX. ESMT)
0.00
0.00
0
0
PERM. (TOTAL)
0.00
0.00
0.00
0.00
TEMP. (PROP. ESM-)
436.16
0.00
11.00
15.00
TEMP. (EX. ESMT& R/W)
0.00
0.00
7.21
43.26
TEMP. (TOTAL)
436.16
0.00
N/A
58.26
LOWER WALNUT CREEK
STREAM S-8000 IMPACTS
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
REFERENCE PLAN SHEET C8
DATE: MAY 2015
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
K0H
CHECKED
BRL
PROJ. MGR.
BRL
SCALE
M&C n E NUMBER
CU706
HORIZONTAL:
GRANNG NUMBER
1.=50'
VERTICAL:
ST -6
NA
STATUS: :Lj
X50' CIT 0 RA EI H
S ITARY S R EASE ENT
M 197 PG. 70
STREAM S-9000 \
— _ 185-__��, 0, \ \ \
Fri i . 1a� au'
MH #28
STA: 106
RIM: 196.
JCn
1
m��
\ WOODS LINE
SSM H CB
Itvy�95.34
IN IN -185.10' CB 15 m
SITTING ARE
P
6� wBENCHESA �� \I V.OUT=185.0
NEUSE RIMER BUFFER AND STREAM IMPACTS
STREAM 5-9" ZONE 1 (PERPINDICULAR] KDNE2 (PERPINDICULAR) STREAM IMPACT
SQ FT SQ FT I W IDTH fn I U GfH
��\1111111///
1�.•Q� ' .,'Y ff
N = 030468
�'��s''••FNGINEE`� `p•��`
// I/ ERI\- -
LEGEND:
TEMPORARY ZONE ONE BUFFER IMPACTS
0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM S-9000 IMPACT (JURISDICTIONAL) INTERMITTENT
EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT)
• PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
PERM. (PROP. ESTYT)
0.00
0.00
0
0
DESIGNED
PERM. (EK ESTYI-i
0.00
0.00
0
0
PERM. (TOTAL)
0w
OAO
0m
0.00
TEM P. ( P RO P. E SfvM
0.00
0.00
0-00
OLID
50' 0 50' 100'
TEMP. i E X. E STv17
0.00
am
4-32
2L24
TEMP. (TOTAL)
OAO
0 00
4.32
211.2
SCALE: 1"=50' (Horiz.)
REFERENCE PLAN SHEET C9
v M�IQM�C'REED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: (919)233-8091, Fax: (919)233-8031
F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
�APo IMPROVEMENTS
LOWER WALNUT CREEK
STREAM S-9000 IMPACTS
DATE: MAY 2015
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
K0H
CHECKED
BRL
PROJ. MGR.
BRL
SCALE
M&C n E NUMBER
CU706
HORIZONTAL:
GRANNG NUMBER
1"=50'
VERTICAL:
ST -7
NA
STATUS: :::i
__j
STREAM S-10,00
MH #36
STA: 135+24.47
RIM: 194.42
13500 , 790A \ �w
II
—� 795 V \ rn
00
nnin v F47FMFl`
MH #37
STA: 137+42.10
RIM: 196.58
>9
JJMFi \ /
RIM=199.58'
INV IN=188.42'
INV OUT=188.39'
��\1111111///
CA
SEAT -
030468
i 7 •" �
�'��s''••FNGINEE`� `p•���`
E RI
\ /'\TBAI �bt
BENCH TIE IN 10' SWEETGUb1 LEGEND:
ELE1-197.93'
TEMPORARY ZONE ONE BUFFER IMPACTS
\ 0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS
_ \
— — TEMPORARY STREAM S-10,000 IMPACT (JURISDICTIONAL) PERENNIAL
EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT)
PROPOSED EASEMENT
ZONE 1 DESIGNATION
o \ — ZONE 2 DESIGNATION
STREAM S-10,000
EXPOSED i iPE f
TOP OF 54"
RCP 192.80'
N ELISE RIVER BUFFER AND STREAM IMPACTS
STREAM S-10,000 ZONE 1 (PERPINDICULAR) ZONE (PERPINDICULAR) STREAM IMPACT
SR FT SR FT WIDTH (FT) LENGTH (FT)
PERM. (PROP. ESMT)
0.00
0.00
0
0
PERM. (EX. ESMT)
0.00
0.00
0
0
PERM. (TOTAL)
0.00
0.00
0.00
0.00
50' 0 50' 100'
TEMP. (PROP. ESMT)
0.00
0.00
0.00
0.00
TEMP. (EX. ESMT)
0.00
0.00
11.37
24.71
TEMP. (TOTAL)
0.00
0.00
11.37
24.71 SCALE: 1"=50' (Horiz.)
REFERENCE PLAN SHEET C12
v M�IQM�C'REED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: (919)233-8091, Fax: (919)233-8031
F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
�APo IMPROVEMENTS
LOWER WALNUT CREEK
STREAM S-10,000 IMPACTS
DATE: MAY 2015
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
K0H
CHECKED
BRL
PROJ. MGR.
BRL
SCALE
M&C n E NUMBER
CU711
HORIZONTAL:
GRANNG NUMBER
1"=50'
VERTICAL:
ST -8
NA
IL
STATUS: REHsioN
N W
156.25 *
�
1
,•
1
IL W
0.00
SIPHON
INLET STRUCTURE
PERM. (TOTAL)
STA: 163+34.89
rL STREAM 00It�
RIM: 2010
0.00 50' 0 50' 100'
TEMP. (PROP. ESMT)
4768.95
LS MH #4
•,
1 _.,A•
TEMP. (EX. ESMT)
,
0.00
;,
, , •, I
TEM P. (TOTAL)
4768.95
. -
32.61
MH #45
-
.•
���I7+►����I����� �����
C , _�`i. Tim
f ♦ Ip�1������16"(REg
=DI
G.rr. a.w.rrrr....r...
N W
156.25 *
�
1
0Q
1
IL W
0.00
SIPHON
INLET STRUCTURE
PERM. (TOTAL)
STA: 163+34.89
45.04
RIM: 2010
0.00 50' 0 50' 100'
TEMP. (PROP. ESMT)
4768.95
LS MH #4
32.61
STA: 163+34.78
TEMP. (EX. ESMT)
RIM: 199.68
NEUSE RIVER BUFFER AND STREAM IMPACTS
Q'J 16400 ;'•
E G ARKING LOT
OF
STREAM S-11,000 ZONE 1 (PERPINDICULAR) ZONE 2 (PERPINDICULAR) STREAM IMPACT
SR FT SR FT WIDTH (FT) LENGTH (FT)
��\1111111//�
\ D r 9ff
030468
//I/ ERI\-- o\
CORROGATED
PLASTIC PIPE
INv =195.00' LEGEND:
TEMPORARY ZONE ONE BUFFER IMPACTS
0 0 o TEMPORARY ZONE TWO BUFFER IMPACTS
4
TEMPORARY STREAM S-11,000 IMPACT (JURISDICTIONAL) PERENNIAL
EXISTING EASEMENT (NO BUFFER IMPACT WITHIN EXISTING EASEMENT)
18" RCP
• PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
* PERMANENT IMPACTS TO BUFFERS ARE LIMITED TO PROPOSED STRUCTURES.
PERM. ( PROP. ESMT)
156.25 *
45.04 *
0.00
0.00
PERM. (EX. ESMT)
0.00
0.00
0
0
PERM. (TOTAL)
156.25
45.04
0.00
0.00 50' 0 50' 100'
TEMP. (PROP. ESMT)
4768.95
3644.04
32.61
47.00
TEMP. (EX. ESMT)
0.00
0.00
0.00
0.00 SCALE: 1"=50' (Horiz.)
TEM P. (TOTAL)
4768.95
3644.04
32.61
47.00 REFERENCE PLAN SHEET C14
4k-
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: (919)233-8091, Fax: (919)233-8031
F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
IMPROVEMENTS
LOWER WALNUT CREEK
STREAM S-11,000 IMPACTS
DATE: MAY 2015
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
K0H
CHECKED
BRL
PROJ. MGR.
BRL
SCALE
M&C n E NUMBER
CU711
HORIZONTAL:
GRANNG NUMBER
1.=50'
VERTICAL:
ST -9
NA
STATUS: :::i
_j
03
0
F
m
W
Q
cb
m
0
N
O
WETLAND 100 "
' R " MH #32 ?
. STA: 122+27.07
` RIM: 195.44
12" CMP
120+00 _ 2.s5 — 421.f00. _ _ _ ._ 122+00 163+00 124+00
F'Q / 16'(REC)
O
IE -184.23
* / / 10'X20' TEMP.
WETLAND 100 EESE�T°N
LEGEND:
TEMPORARY WETLAND IMPACTS 519.55 sf
e Mga4&=D
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: (919)233-8091, Fax: (919)233-8031
F-1222
www.mckimcreed.com
CITY OF RALEIGH
PUBLIC UTILITIES DEPARTMENT
LOWER WALNUT CREEK
SANITARY SEWER
�APo IMPROVEMENTS
Northing Easting Welland Flag#
726495.7 2127068 1103
726474.6 2127058 W104
7ZE4,59-9 7177047 VV105
728434.3 2127037 W100
728516.9 2127061 W102
726541.2 2127063 W101
726.551.3 2127075 W112
776566-8 7177050 W111
726576A 2127U26 W11U
728566.1 2127009 W109
726556.1 2126962 W106
726408.3 2127066 W107
776503-4 717713E W121
726617.3 2127129 W122
726 6 22.1 2127128 W123
726&5& 2127106 W114
7286 6 7.1 2127115 W115
728E80.6 2127144 til',t116
726685.8 212717U W117
72601.5.6 21271 4 W118
728513.1 2127171 W119
728&04.3 2127151 W120
LOWER WALNUT CREEK
WETLAND 100 IMPACTS
_ SEAL —_
030468
s •-
ERIiti,��
50' 0 50' 100'
SCALE: 1"=50' (Horiz.)
DATE: MAY 2015
MCE PROJ. #
0592-0046
DRAWN
EJB
DESIGNED
K0H
CHECKED
BRL
PROJ. MGR.
BRL
STATUS: REHsioN
M&C n E NUMBER
SCALE
CU711
HORIZONTAL:
GRANNG NUMBER
1.=50'
VERTICAL:
ST -10
NA
STATUS: REHsioN
Lower Walnut Creek Intercepor - PCN Impact Tables
2. Wetland Impacts
Wetland
ID
Impact
Number
Impact Type
Type of Wetland
Forested?
Type of Acres of
Jurisdiction Impact
W-100
W1 T
Temporary Clearing
Forested Hardwood
Yes
CORPS 0.01
W-100
W1 P
N/A
N/A
N/A
CORPS 0
Temporary impacts = installing the sewerline
Permanent Impacts = 10' wide maintenance corridor.
Temporary Impacts: 0.01
Permanent Impacts: 0
3. Stream Impacts
Stream ID
Impact
Number
Impact Type
Stream Name
Perennial or
Intermittent?
Type of
Jurisdiction
Average
Width (ft)
Impact
Length
(LF)
5-1000
S1
T
Construction Corridor
UT of Walnut Creek
Intermittent
CORPS & DWR
18
41
5-3000
S2
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
12
168
5-4000
S3
T
Construction Corridor
UT of Walnut Creek
Intermittent
CORPS & DWR
8
10
5-5000
S4
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
5
51
5-7000
S5
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
11
11
5-8000
S6
T
Construction Corridor
UT of Walnut Creek
Intermittent
CORPS & DWR
9
58
5-9000
S7
T
Construction Corridor
UT of Walnut Creek
Intermittent
CORPS & DWR
4
21
5-10,000
IS8
I T I
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
11
25
5-11,000
IS9
I T I
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
33
47
Permanent Impacts:
Temporary Impacts:
0
432
6. Buffer Impacts
Stream ID
Impact
Number
Reason for Impact
Stream Name
Mitigation
Required?
Zone 1 Impact
(SQ FT)
Zone 2
Impact
(SQ FT
5-1000
61
T
Construction Corridor
UT of Walnut Creek
No
1775.13
1115.71
5-3000
B2
T
Construction Corridor
UT of Walnut Creek
No
631.6
0
5-4000
B3
T
Construction Corridor
UT of Walnut Creek
No
418.67
0
5-7000
B4
T
Construction Corridor
UT of Walnut Creek
No
71.03
0
5-8000
B5
T
Construction Corridor
UT of Walnut Creek
No
436.16
0
5-11,000
B6
P
Maintenance Corridor
UT of Walnut Creek
No
156.25
45.04
5-11,000
B7
T
Construction Corridor
UT of Walnut Creek
No
4768.95
3644.04
Total Buffer Impacts:
8257.79
4804.79
Upper Walnut Creek Interceptor
Disturbed Area
26,51 Acres
Existing Cleared Area
20.94 Acres
Additional Easement
9.26 Acres
L�Additional Cleared Area
5.57 Acres
k •, ea� '
• �'i �'f 3 '+ At _ 1 • " to
�t lrL
of
S-22,000 '�. S-17,000
{W-22,000
Pyr k _,`•�
l € -
S-24,000 _ S-16,000
W-24,000 W-21,000
• n -- ` t S-15,0004
- ] W-20,000' ; +
+ S-25,000 1!
•••. ..CS
,I11
25
• W-26,000 i '_ ~r —r ` • - _'*;
4 'a`�- N
�F* W E
i#�'•-Y 5 S
` AV f
S-14,0001
S-13,000 r!
•',f `f+► S-12,000
'' i 1 :^ �! _/''ori + a , ■ * ■ 11 Lt,+' ~h
4111 ut.
W-23,000 �� L
r i - W-19,000 '1uwi
'"
+, W-18,000 1 �M .
w
Q
JI
NN
r r
+-r
Legend
! .•v * 1 k _
Existing Interceptor 0 500 1,000 2,000 3,000
� Feet
Total Disturbed Area
r
Upper Walnut Creek Interceptor KHA PROJECT NO.: 011063076
Kimley)))Horn Map 1 MODIFIED BY: CPM
City of Raleigh, NC Date: 10/18/2016
Y
\ INV IN: 191.93 \
\ INV OUT: 191.93 LEGEND
01-0-0-0-
0OO
-
\ SSS\
STREAM S-13,000
EPHEQ't=RAL - NON-BUFFERED-
STREAM
ON-BUFFERED STREAM S-12,000
PERENNIAL
o �
WOODS ell V — —
° °°
O °\ 202 p-
24" OAKJ� 0clq
20" OAK D.I. 24"RC
WOODS TOP 203.82 INV 1
INV 200.45
°0000
000 Z�s� —202- — CONC.
° --203
-203 \�� �S204 - �\
-_` RIPRAP + i
30" PINE CONC.
- 204-
s �
IIVHSd d� SSS\
24"CONC.
NOW OR FORMERLY CURB & GUTTER EX SM 143909 /
RALEIGH CITY OF FN RIM:204.88 20
PIN: 1723320892 INV IN: 199.89
PO BOX 590 INV OUT: 199.81 206 — J
�—= 207
BENCH MARK: 15" OAKJ / 207 I
60d NAIL IN BASE
OF SPEAKER POLE \ _
EL. 206.37 12" OAK " " ASPHA
_ �26 OAK 26 OAK
NEUSE RIVER BUFFER AND STREAM IMPACTS - S-12,000
STREAM
ZONE 1 (PERPENDICULAR)
ZONE 2 (PERPENDICULAR)
STREAM IMPACT
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
PERM. (PROP. ESMT)
0
0
0
0
PERM. (EX. ESMT)
0
0
0
0
PERM. (TOTAL)
0
0
0
0
TEMP. (PROP. ESMT)
0
0
10
20
TEMP. (EX. ESMT)
0
0
8
40
TEMP. (TOTAL)
0
0
-
60
TEMPORARY ZONE ONE BUFFER IMPACTS
TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM IMPACT (JURISDICTIONAL)
EXISTING EASEMENT (NO PERMANENT
BUFFER IMPACT WITHIN EXISTING EASEMENT)
PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
GRAPHIC SCALE IN FEET
0 20 40 80
NEUSE RIVER BUFFER AND STREAM IMPACTS - S-13,000
STREAM
ZONE 1 (PERPENDICULAR)
ZONE 2 (PERPENDICULAR)
STREAM IMPACT
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
PERM. (PROP. ESMT)
0
0
0
0
PERM. (EX. ESMT)
0
0
0
0
PERM. (TOTAL)
0
0
0
0
TEMP. (PROP. ESMT)
0
0
0
0
TEMP. (EX. ESMT)
0
0
0
0
TEMP. (TOTAL)
0
0
0
0
Li
Of
D-
0
;r!
w
V)
Y
i V
D.I.
WOODS TOP 203.82
INV 200.45
)2\— CONC.
-203
-A-A204— -
--,I- 1 I I I --
41 R -Am Flamm.
�— 206
�—�-207
207
)AK 26" OAK 26" OAKJ
N NUW UK rUKMr-MLl
\ TOMLISON, OLA MAE
PIN: 1723220543
1313 LONDONDERRY CIR
\� EX 10' EASEMENT
NgRl OR/FORMERLY
\ RIGA'S, WILBUR
\ PIN:\ 1723129576
\ 309 LONDONDERRY CIR
STkEA S-14 00\ \
P NIAl \ \
INV 197.88
19,0
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WALK
`0./1_
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STREAM IMPACT
\V��
SQ FT
SQ FT
WIDTH (FT)
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STORY
G' \ r ^7
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TEMP. (PROP. ESMT)
0
950
8
21
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0
0
209
/
TEMP. (TOTAL)
1302
950
-
64
BENCH MARK:
2" CP \ \� o/ NE 60d NAIL IN BASE
\ ° �
TOP 19 .31 STORY \ \ \ � N OF PP #RED 70
N \ ° ° \\ FRAME DWELLING EL. 209.87
EX SM 146826
WOOD S ED RIM: 208.71
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INV IN: 198.18
\ L \ 12" GUM INV IN: 197.96
�� / �• •o ��12" GUM / INV IN: 194.61loll
15" GUM INV OUT: 194.59 �
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\ NOW OR FORMERLY
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c \ \ S NO, PORFIRIO GUITIERREZ,
PIN: 17231296k�ERSO JERRY A JAMERSON, NANNIE1�o
1 5 LONDONDERRY CIR PIN: 1723128611
1301 LONDONDERRY CIR �
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1 15"RCP I N \ PIN: 1723127780
20Q2O3 / INV 200.25 \ \ \ PO BOX 14909
\ / CONC. HEADWALL \ \
S 138556
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RIM: 204.27 \
INV IN: 197.37 / \
IN IN: 198.23
?\ �
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\ �V OUT: NOW OR
ONC. BLOC RETAINING AAL-ANUBIAIMHOTEP
ALL PIN' 17
NEUSE RIVER BUFFER AND STREAM IMPACTS - S-14,000
STREAM
ZONE 1 (PERPENDICULAR)
ZONE 2 (PERPENDICULAR)
STREAM IMPACT
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
PERM. (PROP. ESMT)
0
0
0
0
PERM. (EX. ESMT)
0
0
0
0
PERM. (TOTAL)
0
0
0
0
TEMP. (PROP. ESMT)
1302
950
8
21
TEMP. (EX. ESMT)
0
0
13
43
TEMP. (TOTAL)
1302
950
-
64
GRAPHIC SCALE IN FEET
0 20 40 80
TEMPORARY ZONE ONE BUFFER IMPACTS
TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM IMPACT (JURISDICTIONAL)
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
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\q'r 0 20 40 80
(o \�
NEUSE RIVER BUFFER AND STREAM IMPACTS - S-15,000
STREAM
ZONE 1 (PERPENDICULAR)
ZONE 2 (PERPENDICULAR)
STREAM IMPACT
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
PERM. (PROP. ESMT)
0
0
0
0
PERM. (EX. ESMT)
0
0
0
0
PERM. (TOTAL)
0
0
0
0
TEMP. (PROP. ESMT)
1218
800
6
21
TEMP. (EX. ESMT)
0
0
5
53
TEMP. (TOTAL)
1218
800
-
74
LEGEND
TEMPORARY ZONE ONE BUFFER IMPACTS
O 1-0-0-0-q TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM IMPACT (JURISDICTIONAL)
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
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cn
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0
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cn
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PERENNIAL
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-
I ,2p8 CONC. DR. N
211
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O �� ��O PIN: 1713739345
14460 FALLS OF NEUSE RD
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STREAM IMPACT
8" PINE
SQ FT
WIDTH (FT)
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415
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--- SOO 0 00
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NEUSE RIVER BUFFER AND STREAM IMPACTS - S-16,000
STREAM
ZONE 1 (PERPENDICULAR)
ZONE 2 (PERPENDICULAR)
STREAM IMPACT
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
PERM. (PROP. ESMT)
0
0
0
0
PERM. (EX. ESMT)
0
0
0
0
PERM. (TOTAL)
0
0
0
0
TEMP. (PROP. ESMT)
1200
800
7
20
TEMP. (EX. ESMT)
0
0
10
45
TEMP. (TOTAL)
1200
800
-
65
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00
D
v0
4 C D
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cf)
C7 6titi
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24" OAK - CONC. DR.
GRAPHIC SCALE IN FEET
0 20 40 80
TEMPORARY ZONE ONE BUFFER IMPACTS
TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM IMPACT (JURISDICTIONAL)
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
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0
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1-6 WILLOW a`p / / �/ / /cp
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/moo
41
36 SYCAMORE p`�209
36 OAK
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�° 1,�'�'��d0 �° Q r�r\\ ''.►cam / / I /
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NEUSE RIVER BUFFER AND STREAM IMPACTS - S-17,000
STREAM
ZONE 1 (PERPENDICULAR)
ZONE 2 (PERPENDICULAR)
STREAM IMPACT
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
PERM. (PROP. ESMT)
0
0
0
0
PERM. (EX. ESMT)
0
0
0
0
PERM. (TOTAL)
0
0
0
0
TEMP. (PROP. ESMT)
0
0
7
20
TEMP. (EX. ESMT)
0
0
10
13
TEMP. (TOTAL)
0
0
-
33
� STREAM S-17,000
INTERMITTENT — NON—BUFFERED
GRAPHIC SCALE IN FEET
0 20 40 80
LEGEND
TEMPORARY STREAM IMPACT (JURISDICTIONAL)
— — EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
— — — PROPOSED EASEMENT
W
C.�
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L LJ
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TO
i
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00
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wX
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La
N J
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wa
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a0
W =
t- F-
zZ)
W Q
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w W
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00
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w
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w it
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0
0 0
Z
W
�0
Y
3 �
E I 20", PINE
'INE I 118" PINE
PINE
15" PINE
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IOOD _ 1 '\'5
=i\77
-'inO ^N
'Nl AN/
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le :Pvla
WS X3 -
1001 BELMONT DR
NOW OR FORMERLY
JOHNSON, MALCOLM J
JOHNSON, PHYLLIS A B
PIN: 1713732084
1005 BELMONT DR
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9 -lo' -WETLAND 18,000
/ OZ :N�o N� NI
WI21
/ SIZI S X3
WC -2
WC -1
NORTHING
EASTING
WETLAND
FLAG #
732873.73
2117358.15
WC -1
732917.19
2117376.03
WC -2
732936.59
2117389.64
WC -3
732960.26
2117399.04
WC -4
732980.90
2117400.94
WC -5
733003.52
2117415.33
WC -6
99'10Z
98'lOZ :Nl ANI NI
60'clZ :nja
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GRAPHIC SCALE IN FEET
0 20 40 80
NEUSE RIVER BUFFER AND WETLAND IMPACTS - 18,000
WETLAND
ACRE
SF
PERM. (PROP. ESMT)
0.03
1363
PERM. (EX. ESMT)
0
0
PERM. (TOTAL)
0.03
1363
TEMP. (PROP. ESMT)
0
0
TEMP. (EX. ESMT)
0
0
TEMP. (TOTAL)
0
0
LEGEND
PERMANENT WETLAND IMPACTS (CONVERSION)
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
0
c
0
O�
0
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0
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0
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0
N
0
0
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N3W3SV3 1 31db W " "` i Nld
OVNIVdO Al 83waoll
dd� Mon
O1 X3
NVl1N'V8o g1Z,7
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1183 `Xno8io
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3OV�I01SONVO/
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3OVN Vaal
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EPHEMERAL — NON—BUFFERED Ino ANr
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\
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1'98tZL WS X3
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NEUSE RIVER BUFFER AND STREAM IMPACTS - S-19,000
STREAM
ZONE 1 (PERPENDICULAR)
ZONE 2 (PERPENDICULAR)
STREAM IMPACT
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
PERM. (PROP. ESMT)
0
0
0
0
PERM. (EX. ESMT)
0
0
0
0
PERM. (TOTAL)
0
0
0
0
TEMP. (PROP. ESMT)
0
0
0
0
TEMP. (EX. ESMT)
0
0
0
0
TEMP. (TOTAL)
0
0
0
0
GRAPHIC SCALE IN FEET
0 20 40 80
LEGEND
TEMPORARY STREAM IMPACT (JURISDICTIONAL)
— — EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
— — — PROPOSED EASEMENT
yu
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0
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JN
W
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w0
00
zQ
w
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ZZ
�a
z
wm
UO
L�
W
N J
W Y
0
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w
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Of
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zQ
zQ
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N O
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z
w0
wa
= N
00
w=
t- F-
zZ)
(a
wz
�w
a�
v)af
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0
w�
00
x
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z
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aw
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0
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WIDTH (FT)
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y041 ",g
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0
0
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0
PERM. (EX. ESMT)
0
S'O (�O
°
0
PERM. (TOTAL)
0
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13" MAPLE"
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WIDTH (FT)
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ti
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215 —,/-/\
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PERENNIAL
.y `S19
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NEUSE RIVER BUFFER AND STREAM IMPACTS - S-20,000
STREAM
ZONE 1 (PERPENDICULAR)
ZONE 2 (PERPENDICULAR)
STREAM IMPACT
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
y d'o >>/0/1/o
I I
'°+
II
PERM. (PROP. ESMT)
0
0
0
0
PERM. (EX. ESMT)
0
0
0
0
PERM. (TOTAL)
0
0
0
0
TEMP. (PROP. ESMT)
2491
1283
15
24
TEMP. (EX. ESMT)
0
0
0
0
TEMP. (TOTAL)
2491
1283
-
24
1,
9 'y
I
19
,g dp
y d'o >>/0/1/o
I I
'°+
II
IWARANAlm
• • • •
GRAPHIC SCALE IN FEET
0 20 40 80
TEMPORARY ZONE ONE BUFFER IMPACTS
TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM IMPACT (JURISDICTIONAL)
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
w
00
C�
V=
wa-
ry'5
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<o
(n
W :2
W
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cn
Y
3" OAK •
22" OAK \ \
poy \ 3" OAK
22" POPLAR
18" POPLAR
4" CHERRY
\ 15"
\ 12" TREE
WE -5 ap��
WE -4 d
S 1 0
\ WETLAND 21,000
\-
WE 3
lly�Id�
WE -2
\ s�0
avb
NEUSE RIVER BUFFER AND WETLAND IMPACTS - 21,000
WETLAND
ACRE
SF
2115803.47
��'�, • vo v
733714.61
PERM. (PROP. ESMT)
0.05
2043
PERM. (EX. ESMT)
0
0
PERM. (TOTAL)
0.05
2043
TEMP. (PROP. ESMT)
0
0
TEMP. (EX. ESMT)
0.004
225
TEMP. (TOTAL)
0.004
225
9!c�
a-,bv (yo
,o% p`v� yU�"o
18" PINEj b,L �)°
yoti/>
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14" PINE
0 2jo
p0 O�
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50' PUBLIC W167
9f9�(b PER BM 19
PG
8o! � jS� Sib
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/j,' 62
!
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+ %
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NOW OR
LEACH, Lll
hudson,
PIN: 171
C/O MAR)
�j
oys
1�14IB-
A >>/��
Ooo ys�d
S
.yo�l g O
44 ".oa
-17 GUM p
3" POPLAR �� 09�6� +
op
6
6 9 0
oo yam! d
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12" POPLARI, �jo+
k
�13" M�APLE�'
LEGEND
NORTHING
EASTING
.fid/
'61
�"
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2115803.47
��'�, • vo v
733714.61
09o.o
NORTHING
EASTING
WETLAND
FLAG #
733739.89
2115803.47
WE -2
733714.61
2115838.59
WE -3
733655.06
2115869.07
WE -4
732960.26
2117399.04
WE -5
GRAPHIC SCALE IN FEET
0 20 40 80
PERMANENT WETLAND IMPACTS (CONVERSION)
TEMPORARY WETLAND IMPACTS
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
w
�rn
C�
cn
Y ~
W U
W Q
f1fa_
U �
Z0
J
Q�
N
of
wz
a-
a -
(o
0
w
Q�
D �
0
Y
`!� \ y AG
zj�
40
6O°�� ? �� ��s���r 5" TREE
r, r�'Li 7,y r �ljJ ,yrs
STREAM S-22,000
I00 PERENNIAL N" 212
cn N, pop
�-
K�
0 p°Ooo�+N°
0 00000 0000
l
^y 42 I I t�
p N — ^ �V
/ Ip ppppOo / N N I N N /
pogop0000po
°�p m-- -212-
N N N I d I ".. ����N o N 16" MAPLE \ Oo
cN
�� •�+„� / = ' mac;
04' Oti'�
4 0 �� // / / ' ' •y /
p ,D� .�0� 3" OAK
00 22" OAK
G'o ok \ 3" OAK
o
22" POPLAR
18" POPLAR
A", 1
\ 4" CHERRY
12" TREE
o�61
NEUSE RIVER BUFFER AND STREAM IMPACTS - S-22,000
STREAM
ZONE 1 (PARALLEL)
ZONE 2 (PARALLEL)
STREAM IMPACT
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
PERM. (PROP. ESMT)
0
0
0
0
PERM. (EX. ESMT)
0
0
0
0
PERM. (TOTAL)
0
0
0
0
TEMP. (PROP. ESMT)
4863
2710
13
32
TEMP. (EX. ESMT)
0
0
12
225
TEMP. (TOTAL)
4863
2710
-
257
GRAPHIC SCALE IN FEET
0 20 40 80
TEMPORARY ZONE ONE BUFFER IMPACTS
TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM IMPACT (JURISDICTIONAL)
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
w
CD
cn C�
cn
wQ
wa-
a-
7-7
0-
0 0-0
0
0
< N
cn
LJ
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a- W
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cn
C
Lm
Y
Y
yy�a^�212— cN-w
WETLAND 22,000 / I I \` so (��� •
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WE -8 -oma �2�2�Opp Nis
�
Nvv
�I. / ERCP N1�
212 F4
212,,/
WE -9
-211 WE -6
I
- 212 „ �Jti
16 MAPLE \ Spa ��U.,
CIO
� N `
Oppp R �� ,
ti �ti
3" OAK
o
/ ti / / ) o '!'� 22" OAK
/ o° 00
�n���j ry ; �o �oa� oo°� a� 04i \ 3,. OAK
.,� \tea �'� �� °�� \ 22 POPLAR
Yy\o+ 18" POPLAR
j//// / as o 4 CHERRY
12" TREE)
Lo
\ WE
WE -10
WETLAN
WE -11
a`
/ + Cb
NEUSE RIVER BUFFER AND WETLAND IMPACTS - 22,000
WETLAND
ACRE
SF
2115750.99
WE -6
733865.78
PERM. (PROP. ESMT)
0.20
8716
PERM. (EX. ESMT)
0
0
PERM. (TOTAL)
0.20
8716
TEMP. (PROP. ESMT)
0
0
TEMP. (EX. ESMT)
0.42
18549
TEMP. (TOTAL)
0.42
18549
LEGEND
NORTHING
EASTING
WETLAND
FLAG #
733901.06
2115750.99
WE -6
733865.78
2115757.20
WE -
733851.39
2115410.70
WE -8
733781.64
2115419.28
WE -9
733689.83
2115351.47
WE -10
733638.97
i 2115308.43
WE -11
GRAPHIC SCALE IN FEET
0 25 50 100
PERMANENT WETLAND IMPACTS (CONVERSION)
TEMPORARY WETLAND IMPACTS
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
w
U
cn
Y ~
W U
W Q
0' a_
U �
� p
z0
J N
� N
wz
�g
�w
Y
-R JR
:A
to Y
L
G
AY
Y
NOW OR FORMERLY
BA PINT 171130437496 NYA NA
18014 SHERMAN WAY APT 231
a Hca oti / / / / ' /" a a'� ° 4 a° ^ate ��°
"'��
o y Q`°
V ti V
WE -15
��aotio � a^ L I 1 • �I / o�
�o� 1 .1, • / / a�°+'�
+00� I - '2A S
SS r PVC _ 1� ��. 20'CO
N�
I
/¢ WETLAND 23,000
a d pWE-1 6
IN
N0- F�
��� �ati� �
RMERLY D
NOW OR FORMERLY I S '�'�S, LA ANDA
214 U'
BROWN, OLIVER W 1713437294
BROWN, SANDRIA J 840 NIGHTSHADE WAY
PIN: 1713437224 p° S/ / �/ // cam- '?� •�+")
836 NIGHTSHADE WAY f G'VO4'
��Orn��00� tib/ ��2>>�Vv04
NEUSE RIVER BUFFER AND WETLAND IMPACTS - 23,000
WETLAND
ACRE
SF
EASTING
FLAG #
733380.82
PERM. (PROP. ESMT)
0
0
PERM. (EX. ESMT)
0
0
PERM. (TOTAL)
0
0
TEMP. (PROP. ESMT)
0
0
TEMP. (EX. ESMT)
0.005
227
TEMP. (TOTAL)
0.005
227
LEGEND.
GRAPHIC SCALE IN FEET
0 20 40 80
TEMPORARY WETLAND IMPACTS
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
cn
Y ~
W U
W Q
f1f a_
U �
Q
Z
-i
Q N
D_'
Wz
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a-
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U
W z
pN
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wQ
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as
W 0
ii a
30
x_j
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0 0
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0 0
Z
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WETLAND
NORTHING
EASTING
FLAG #
733380.82
2115024.15
WE -15
733283.77
2114997.24
WE -16
GRAPHIC SCALE IN FEET
0 20 40 80
TEMPORARY WETLAND IMPACTS
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
cn
Y ~
W U
W Q
f1f a_
U �
Q
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-i
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D_'
Wz
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a-
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as
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ii a
30
x_j
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0
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0 �—
zD
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x
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aw
Q�m
CL J
W 2
Z: N
� U
OZ
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w
Z
¢
0 U
W O
0 N
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N J
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0 0
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CURB & GUTTER
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9L'bZZ d01
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�Nd S F BOX 215.42
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H0131bd 8� NIGHTSHADE WAY
JO •1110 �
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Zc llZ'1N(' NOW OR FORMERLY
L6'L t,7;WLOWNDESV OWNDES,RISTOPHER REBECCA JR
V069LS1 W; PIN: 1713436346
828 NIGHTSHADE WAY
I \ NOWOORiFORMERLY
S OOLEP ,dPAMELA L
SCHOOLER, REUBEN G
1 832NIGHTSHADE HADE 6WAY
\�\ 9 S00NOW
0M B 01
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PIN:
U \ \ss \ '220- 836 NI
l9'CZZO:WI�1 Wr10
BLZLCVI 3SV8«1 d0 \
WS X3 NI IIVN P09 \ \ \
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NEUSE RIVER BUFFER AND STREAM IMPACTS - S-24,000
STREAM
ZONE 1 (PERPENDICULAR)
ZONE 2 (PERPENDICULAR)
STREAM IMPACT
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
PERM. (PROP. ESMT)
0
0
0
0
PERM. (EX. ESMT)
0
0
0
0
PERM. (TOTAL)
0
0
0
0
TEMP. (PROP. ESMT)
1201
850
20
20
TEMP. (EX. ESMT)
0
0
9
40
TEMP. (TOTAL)
1201
850
-
60
GRAPHIC SCALE IN FEET
0 20 40 80
TEMPORARY ZONE ONE BUFFER IMPACTS
TEMPORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM IMPACT (JURISDICTIONAL)
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
Y
Q
\ o -<
\ 30" CONC. j0 �
\ CURB & GUTTER
� v O
16'91,- X08 30 W01108
9L'bZZ d01
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/ 3Sb8 NI IIVN Po9
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CURB & GUTTER 011dO 213814
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CURB & GUTTER \C: \
\n
\
19'�ZZO:WI�I
BLZL£'tb1 WS X3
(NMONANn S3dld jo
1103814 SIa 130 p Ills
0 lln� `ONISSIW all)
(03NOONbBb 1Z d01
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WF -10 I 24,000
215
NS
,!2"RCP
N_
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WF -11 dVYo,,-pZ �
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4313 3a1M
1 1S3MOl
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30bNIbaO
1N3NbW83d X3
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NEUSE RIVER BUFFER AND WETLAND IMPACTS - 24,000
WETLAND
ACRE
SF
2114488.77
WF -5
733327.24
PERM. (PROP. ESMT)
0.06
3194
PERM. (EX. ESMT)
0
0
PERM. (TOTAL)
0.06
3194
TEMP. (PROP. ESMT)
0
0
TEMP. (EX. ESMT)
0.14
5570
TEMP. (TOTAL)
0.14
5570
27S 215
X211- m
—`Q
NJ fi
�i
CA
SOOOM
WF -5 WF f
9'661 N30 4NI
1,-'L •mini
WS X=
92'902 anO ANI
OZ'O1,- :NI ANI
LO'11,- :NI ANI
L9'90,7 :NI ANI
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069/91 WS X3 -
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I
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1N3W3Sb3 p� GREENE, SHARON
%labd SIM31 P-INV-A7>k3436432
H0131ba NIGHTSHADE WAY
30 AJ 10 X3
1� WF -8
WF 7 -
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'NnO NOW OR FORMERLY
III 1 \ L6'L lZ 'WOWCHRISTOPHER J
LOWNDES,REBECCA
b069L91 WS 8281 NIGHTSHADE WAY
\ ` \ NOW30R3FORMERLY
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\\ I s\I \ \ \ SCHOOLER, REUBEN G
PIN: 1713436360
\\\ \\ \\ \ \\ 832 IGHTSHADE WAY
SOODM� / / P
'220- \ 8:
01'91z
Wn9 30
3Sb8 NI 11M P09 \
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LEGEND
NORTHING
EASTING
WETLAND
FLAG #
733304.93
2114488.77
WF -5
733327.24
2114495.54
WF -6
733336.43
2114539.48
WF -7
733382.61
2114545.67
WF -8
733400.15
2114349.57
WF -9
733360.04
2114359.78
WF -10
733312.36
2114374.63
WF -11
GRAPHIC SCALE IN FEET
0 20 40 80
PERMANENT WETLAND IMPACTS (CONVERSION)
TEMPORARY WETLAND IMPACTS
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
cn
Y ~
W U
W Q
t2' a_
U �
Z
J �
� N
ofQ
wz
a-
a-
(o
a-
�w
Y
RIM: 221.05
\ INV. IN. 206.50
INV. OUT. 206.40
I \�`�\
N
EX SM 5026
RIM: 224.07���
INV. OUT. 218.89
J I cp.
POST
_ 223-- / /�✓4�
_ 222- — —'n�'" /i
»/ t WOODS
/ / t
/
n7� _N�
W00
/ .6000 \ /
00 / / PILE OF
/9 SM 5024 BRICKS
RIM: 221.46
INV. IN S.- 205.63
INV. IN NW LOW 212.06
INV. IN NW HIGH: 216.20
INV. OUT 205.60
RUN OF STREAM \� ��}/ WOODS
42" CITY OF RALEIGH /
SANITARY SEWERv o O
BM1954, PG. 105 (3 OF 4) 0000
BM1962, PG. 25 / / 00
40' SEWER EASEMENT / / \ / / j / -7"
BM1962, PG. 25
STREAM S-25,000
PERENNIAL
NEUSE RIVER BUFFER AND STREAM IMPACTS - S-25,000
STREAM
ZONE 1 (PERPENDICULAR)
ZONE 2 (PERPENDICULAR)
STREAM IMPACT
SQ FT
SQ FT
WIDTH (FT)
LENGTH (FT)
PERM. (PROP. ESMT)
0
0
0
0
PERM. (EX. ESMT)
0
0
0
0
PERM. (TOTAL)
0
0
0
0
TEMP. (PROP. ESMT)
1200
800
6
20
TEMP. (EX. ESMT)
0
0
4
42
TEMP. (TOTAL)
1200
800
-
62
I
216
6"CPP
INV 216.
GRAPHIC SCALE IN FEET
0 20 40 80
TEMPORARY ZONE ONE BUFFER IMPACTS
TEMORARY ZONE TWO BUFFER IMPACTS
TEMPORARY STREAM IMPACT (JURISDICTIONAL)
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
ZONE 1 DESIGNATION
ZONE 2 DESIGNATION
W
Ln
c�
W W
U —
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0
�N
cn
Of
wg
w
ww
cn
U
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W vi
W
WQ
U
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as
wo
CL
30
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3Y
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0
r
wm
UJ
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x
w�
03
aw
ctm
a- -j,
w=
N
0U
oz
JN
W
0
no
w0
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z Q
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zz
cn a
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La
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0
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w
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zQ
z0
as
Wa
aQ
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wo
It
wa
= N
C,0
�
_
zD
W a
w
WZ
CL
K
zof
z3
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wD
00
a
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Fz
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wD
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00
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X�
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U
=a
�W
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w
F-7 CL
w it
Mm
CL
0 Z
Q
L,
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0
0
0
i
i
i
Y
/ IUP 229.82
TOP WATER LINE
EL. 225 2n
IRE EL.
249.8
SIREN POLE
30" CONC.
Cl/RR Al GUTTER
�\ rRECLAIM WATER VALVE
TOP NUT EL. 221.6
- X22' --
W1- 3
225
E7EF 0)
T4.- �&V� S
SS
EX SM 5276
RIM: 224.90 W1-2 W1-1
INV. IN: 207.64 40' SEWER EASEMENT
INV. OUT. 207.70 BM1962, PG. 25
NC. SIDEWALK W1-1 R
EX SM 5275
RIM: 227.46
INV. IN: 209.93
INV. OUT 209.91
NOW OR FORMERLY
STATE OF NORTH CAROLINA
PIN. 1713228776
REAL ESTATE 1D: 0113251
BM1962, PG. 25
1034 BRAGG ST
40' CITY OF RALEIGH
UTILITY EASEMENT
BM2009, PG. 870
WETLAND
26,010 _
NORTHING
EASTING
WETLAND
FLAG #
f/0C
2111614.18
W1-113
I
2111576.78
J
0, =
2111591.96
W1-2
0
2111583.83
I
731934.62
#760
W1-13
W y
1466.9277'
W1-14
OF, -4
0 m
951.4887
W1-15
m
?6.79
W1-16
Lf
IRON ROD
W1-17
x
m
W1- 3
225
E7EF 0)
T4.- �&V� S
SS
EX SM 5276
RIM: 224.90 W1-2 W1-1
INV. IN: 207.64 40' SEWER EASEMENT
INV. OUT. 207.70 BM1962, PG. 25
NC. SIDEWALK W1-1 R
EX SM 5275
RIM: 227.46
INV. IN: 209.93
INV. OUT 209.91
NOW OR FORMERLY
STATE OF NORTH CAROLINA
PIN. 1713228776
REAL ESTATE 1D: 0113251
BM1962, PG. 25
1034 BRAGG ST
40' CITY OF RALEIGH
UTILITY EASEMENT
BM2009, PG. 870
WETLAND
26,010 _
NORTHING
EASTING
WETLAND
FLAG #
731889.19
2111614.18
W1-113
731932.16
2111576.78
W1-1
731928.96
2111591.96
W1-2
731963.95
2111583.83
W1-3
731934.62
2111789.38
W1-13
731924.18
2111801.33
W1-14
731912.87
2111788.69
W1-15
731885.21
2111787.04
W1-16
731864.80
211774.48
W1-17
W1-13
W1-14
/ 9 � 22
�
RCW 27 \
_ Cw
_-SSS W1-15 \\
-S--�5�_-- R \
i
--z--217 - SS_ -216-_- _ -wSS _
RCP
WOODS
W1-16 f \ ~276 \
42" CITY OF RALEIGH
SANITARY SEWER W1-17 \ �`
BM1954, PG. 105 (3 OF 4)
BM1962, PG. 25
NEUSE RIVER BUFFER AND WETLAND IMPACTS - 26,000
WETLAND
ACRE
SF
PERM. (PROP. ESMT)
0.10
4324
PERM. (EX. ESMT)
0
0
PERM. (TOTAL)
0.10
4324
TEMP. (PROP. ESMT)
0
0
TEMP. (EX. ESMT)
0.17
7853
TEMP. (TOTAL)
0.17
7853
LEGEND
GRAPHIC SCALE IN FEET
0 20 40 80
NOW OR FORMERLY
PERMANENT WETLAND IMPACTS (CONVERSION)
TEMPORARY WETLAND IMPACTS
EXISTING EASEMENT (NO PERMANENT BUFFER IMPACT WITHIN
EXISTING EASEMENT)
PROPOSED EASEMENT
cn
W U
wNQ
I f
U
� O
JO
Q O
3: N
Walnut Creek Interceptor - Combined Impacts (LWC & UWC)
2. Wetland Impacts
Wetland Impact
ID Number
Impact Type
Type of Wetland
Forested?
Type of
Jurisdiction
Acres of
Impact
Section
W-100 W1
T
Temporary Clearing
Forested Hardwood
Yes
CORPS
0.01
LWC
W-18,000 W2
P
Land Clearing/Conversion
Forested Hardwood
Yes
CORPS
0.03
UWC
W-21,000 W3
P
Land Clearing/Conversion
Forested Hardwood
YES
CORPS
0.05
UWC
W-21,000 W4
T
Clearing in Exist. Easement
Forested Hardwood
Yes
CORPS
0.004
UWC
W-22,000 W5
P
Land Clearing/Conversion
Forested Hardwood
Yes
CORPS
0.2
UWC
W-22,000 W6
T
Temporary Clearing
Forested Hardwood
YES
CORPS
0.42
UWC
W-23,000 I W7 I
T
Temporary Clearing
Forested Hardwood
YES
CORPS
0.005
UWC
W-24,000 W8
P
Land Clearing/Conversion
Forested Hardwood
YES
CORPS
0.06
UWC
W-24,000 W9
T
Temporary Clearing
Forested Hardwood
YES
CORPS
0.14
UWC
W-26,000 W10
P I
Land Clearing/Conversion I
Forested Hardwood I
YES
CORPS
0.11
UWC
W-26,000 W11
T I
Temporary Clearing I
Forested Hardwood I
YES
CORPS
1 0.17
UWC
Temporary impacts = installing the sewerline
Permanent Impacts = 10' wide maintenance corridor
3. Stream Impacts
I Temporary Impacts: 1 0.749
Permanent Impacts: 1 0.44
Stream ID
Impact
Number
Impact Type
Stream Name
Perennial or
Intermittent?
Type of
Jurisdiction
Average
Width (ft)
Impact Section
Length
(LF)
5-1000
Si
T
Construction Corridor
UT of Walnut Creek
Intermittent
CORPS & DWR
18
41 LWC
5-3000
S2
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
12
168 LWC
5-4000
S3
T
Construction Corridor
UT of Walnut Creek
Intermittent
CORPS & DWR
8
10 LWC
5-5000
S4
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
5
51 LWC
5-7000
S5
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
11
11 LWC
5-8000
S6
T
Construction Corridor
UT of Walnut Creek
Intermittent
CORPS & DWR
9
58 LWC
5-9000
IS7
I T
Construction Corridor
UT of Walnut Creek
Intermittent
CORPS & DWR
4
21 LWC
5-10,000
S8
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
11
25 LWC
5-11,000
S9
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
33
47 LWC
5-12,000
S10
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
9
60 UWC
5-14,000
S11
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
11
64 UWC
5-15,000
S12
T
Construction Corridor
UT of Walnut Creek
Intermittent
CORPS & DWR
6
74 UWC
5-16,000
IS13
I T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
9
65 UWC
5-17,000
S14
T
Construction Corridor
UT of Walnut Creek
Intermittent
CORPS Only
9
33 UWC
5-19,000
S15
T
Construction Corridor
UT of Walnut Creek
Ephemeral
CORPS Only
1 0
0 UWC
5-20,000
S16
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
15
24 UWC
5-22,000
S17
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
13
450UWC
5-24,000
S18
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
15
60 UWC
5-25,000
S19
T
Construction Corridor
UT of Walnut Creek
Perennial
CORPS & DWR
5
62 UWC
Permanent Impacts: 0
Temporary Impacts: 1324
6. Buffer Impacts
Stream ID
Impact
Number
Reason for Impact
Stream Name
Mitigation
Required?
Zone 1 Impact
(SQ FT)
Zone 2
Impact
(SQ FT
Section
5-1000
131
T
Construction Corridor
UT of Walnut Creek
No
1775
1116
LWC
5-3000
62
T
Construction Corridor
UT of Walnut Creek
No
632
0
LWC
5-4000
133
T
Construction Corridor
UT of Walnut Creek
No
419
0
LWC
5-7000
64
T
Construction Corridor
UT of Walnut Creek
No
71
0
LWC
5-8000
135
T
Construction Corridor
UT of Walnut Creek
No
436
0
LWC
5-11,000
1136
1 P
Maintenance Corridor
UT of Walnut Creek
No
156
45
LWC
5-11,000
1137
1 T
Construction Corridor
UT of Walnut Creek
No
4769
3644
LWC
5-14,000
68
T
Construction Corridor
UT of Walnut Creek
No
1302
950
UWC
5-15,000
89
T
Construction Corridor
UT of Walnut Creek
No
12181
800
UWC
5-16,000
610
T
Construction Corridor
UT of Walnut Creek
No
1200
800
UWC
5-20,000
1311
T
Construction Corridor
UT of Walnut Creek
No
2491
1283
UWC
5-22,000
B12
T
Construction Corridor
UT of Walnut Creek
No
4863
2710
UWC
5-24,000
B13
I T
Construction Corridor
UT of Walnut Creek
No
1489
8501
UWC
5-25,000
IB14
I T
Construction Corridor
UT of Walnut Creek
No
1200
8001
UWC
I Total Buffer Impacts:1 220211 129981