20131159 Ver 1_401 Application_20131113

20131 158
GKimley -Hom
f� and Associates, Inc.
October 30, 2013
P.O. Box 33068
Raleigh, North Carolina
Ms. Karen Higgins 27636 -3068
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Ms. Crystal Amschler
U.S. Army Corps of Engineers
Wilmington Regulatory Field Office
69 Darlington Avenue
Wilmington, NC 28403
Re: Nationwide Permit 18 ApplicaL AFNOV U
Lobster House Sewer Relocation
Fayetteville, Cumberland County, North Carolina — 2013
Dear Ms. Higgins:
On behalf of our client, the Public Works Commission of the City of Fayetteville
(PWC), Kimley -Horn and Associates, Inc. (KHA) is submitting the attached pre -
construction notification application (PCN) for authorization under Nationwide
Permit (NWP) 18 for the above referenced project. The Lobster House Sewer
Relocation project area lies in Cumberland County along Blounts Creek, north of
East Russell Street and south of NC 24 (Grove Street), between Old Wilmington
Road to the east and Kennedy Street to the west. Also included with the NWP
application is a request for a preliminary jurisdictional determination of the site.
The site is primarily uplands, and Blounts Creek is the only jurisdictional feature
within the study area. Blounts Creek is constrained by urban development and is
heavily incised, with a history of bank stabilization and rip rap armoring. The
only areas of the project which occur within the jurisdictional limits of the
channel defined by the Ordinary High Water Mark (OHWM) are existing
manhole structures located within the lower portion of the stream bank. The
delineation was conducted by identifying the OHWM at each manhole structure.
Documentation is attached. No jurisdictional wetlands were identified within the
project area.
The proposed project will relocate approximately 1,700 linear feet of 36"
concrete gravity sewer pipe and construct a new alignment adjacent to the
existing alignment but further away from the stream and stream bank. The
existing gravity sewer will be abandoned in place. The proposed impacts are
minor in nature, and will result from the construction of a new manhole structure
TEL [phone]
FAX [phone]

that will be required to tie into the existing gravity sewer main, and the
demolition and backfill of five manhole structures along the existing alignment.
The five manholes will be demolished by hand using sledgehammers and/or jack
hammers, and will then be filled with rip rap. The five structures are located
outside the edge of water, but are inside of the ordinary high water mark
(OHWM) of Blounts Creek. Temporary impacts will result from the construction
of the new manhole structure to allow construction access at the stream bank and
operation of equipment. Construction will not occur within the active low -flow
channel.
Impacts to jurisdictional features have been minimized to the greatest extent
practical, with the new alignment being located entirely in uplands, and
demolition activities along the existing alignment will be conducted by hand.
The two proposed manholes will be constructed by mechanized equipment
located above the stream top of bank, reaching down into the channel where
needed, and hand placement of materials will be used whenever feasible. Silt
fencing will be used to prevent debris from entering Blounts Creek.
The following attachments are included in this submittal:
• PCN Application Form
• Proposed Impacts Table
• Agent Authorization
• Figure 1 - Vicinity Map
• Figure 2 — USGS Topographic Map
• Figure 3 — Proposed Impacts Map
• Figure 4 — NC NHP Element Occurrences Map
• Figure 5 — FEMA Flood Hazard Zone Map
• Site Photographs
• Preliminary Jurisdictional Determination Request
• Plan Sheet Set
• NCDWR 401 Application Fee of $240
If there is any additional information you need to assist in the processing of this
NWP and jurisdictional determination application package, please do not hesitate
to contact me at (919) 677 -2121 or chad.evenhouse@kimley- horn.com
Sincerely,
KIMLEY -HORN AND ASSOCIATES, INC.
Z��Ier�
Chad Evenhouse, PWS
Enclosures
Cc: Jeff Wing, P.E., Kimley -Horn and Associates, Inc.
John Allen, P.E., Public Works Commission of the City of Fayetteville

QF WATE9 �
0
o r
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification CN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 18 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
❑ Yes
® No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® 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:
Lobster House Sewer - Gravity Sewer Replacement
2b. County:
Cumberland
2c. Nearest municipality / town:
Fayetteville
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:
Public Works Commission of the City of Fayetteville
3b. Deed Book and Page No.
n/a
3c. Responsible Party (for LLC if
applicable):
John Allen, P.E.
3d. Street address:
955 Old Wilmington Road
3e. City, state, zip:
Fayetteville, NC 28301
3f. Telephone no.:
910 - 223 -4734
3g. Fax no.: j
910 -483 -5402
3h. Email address: I
john.allen @faypwc.com
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
® Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent(Consultant Information (if applicable)
5a. Name:
Chad Evenhouse, PWS
5b. Business name
(if applicable):
Kimley -Horn and Associates, Inc.
5c. Street address:
3001 Weston Parkway
5d. City, state, zip:
Cary, NC 27513
5e. Telephone no.:
919 -677 -2121
5f. Fax no.:
919 -677 -2050
5g. Email address:
chad.evenhouse @kimley - horn.com
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
See attached Property Map
1 b. Site coordinates (in decimal degrees):
Latitude: 35.04900 Longitude: - 78.87030
(DD.DDDDDD) ( -DD DDDDDD)
1c. Property size:
1.92 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Blounts Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
Cape Fear (HUC 03030004)
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 project is along the right bank of Blounts Creek near downtown Fayetteville. The site is heavily developed and
urbanized and the stream has been historically altered (channelized, incised, riprap bank stabilization, etc.). The stream
is perennial, with cobble substrate and occasional bedrock grade control. The right bank is stabilized with riprap (due to
the sewer and past bank stabilization) and the stream is severely incised (entrenched). In most areas, the OHWM is
lower on the bank than the top-of -bank.
3b. List the total estimated acreage of all existing wetlands on the property:
0 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1,808 LF
3d. Explain the purpose of the proposed project:
The reason for the project is to relocate approximately 1,700 linear feet of 36 -inch concrete gravity sewer that is currently
located immediately adjacent to Blount's Creek, has several exposed sections, and is reaching the end of its service life.
Replacement/relocation will minimize the risk of sanitary sewer overflows in this area, as well as move the sewer further
away from the stream and stream bank.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will abandon in place the existing sewer main and construct new alignment adjacent to the existing alignment
but further away from the stream and in the stream terrace rather than in the bank. One new manhole structures will be
constructed within the OHWM to tie in the existing main to the new, and five manhole structures within the OHWM of the
existing sewer will be demolished and stabilized with riprap.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: Delineation was conducted by KHA staff (Chad
Evenhouse, PWS) and OWHM limits of jurisdiction were
❑ Yes ® No ❑ Unknown
noted at each manhole location. Due to the sever
topography and incised stream there are no other
jurisdictional features within the project corridor. A
jurisdictional determination is requested with the PCN
application.
4b
If the Corps made the jurisdictional determination, what type
El Preliminary El Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Kimley -Hom and Assoc.
Name (if known): Chad Eevnhouse, PWS
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
A preliminary JD request is submitted with this application
5.
Project History
5a.
Have permits or certifications been requested or obtained for
❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b.
If yes, explain in detail according to "help file" instructions.
n/a
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
All work will be conducted as a single and complete project.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments: No wetland impacts will result from the proposed construction.
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
PER or
(Corps - 404, 10
stream
Permanent P or
()
intermittent
DWQ — non-404,
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 ®P ❑ T
Replace Fill
Blounts Creek
® PER
❑ INT
® Corps
® DWQ
25
S2 ❑ P ®T
Construction
Access
Blounts Creek
® PER
❑ INT
❑ Corps
❑ DWQ
25
S3 ❑ P ❑ T
® PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
® PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
® PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
® PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
3i. Comments: The impacts are listed above cummulatively, but are actually individual manhole locations within the OHWM of
the stream bank (i.e. not within the active channel) All impacts are associated with the demolition (5 structures) or
construction (1 structure) of manholes within the existing riprap- protected bank within the utility easement. Temporary impacts
will result from the construction of the new structure. See the attached table for a summary of impacts.
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Tem ora
01 ❑ PEI T
02 ❑P ❑T
03 ❑ PEI T
04 ❑P ❑T
4E Total open water impacts
4g. Comments: No open water impacts will result from the proposed construction.
S. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5E Total
5g. Comments: No ponds or lakes will be constructed as part of the proposed construction.
5h. Is a dam high hazard permit required?
❑ Yes ®No If yes, permit ID no:
5i. Expected pond surface area (acres):
n/a
5j. Size of pond watershed (acres):
n/a
5k. Method of construction:
n/a
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.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required?
B1 ❑ PEI T
El Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P [IT
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments: The project is located within the Cape Fear river basin and protected riparian buffers will not be impacted.
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project will be constructed entirely in uplands except for the demolition of 5 manhole structures and construction of 1
manhole structure. The impact of the stream bank will be limited to the footprint of manhole locations only.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The demolished manholes will be removed by hand (sledge hammer, or jack hammer) and riprap material will be placed by a
backhoe operating above the top of bank. Likewise, the constructed manhole will be constructed with mechanized equipment
to be on the terrace above the structue and hand placement of material. Silt fence will be placed above the toe of slope of the
bank to prevent any debris from entering the active stream.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: n/a
3b. Credits Purchased (attach receipt and letter)
Type n/a _T
Quantity n/a
3c. Comments: n/a
4. Complete ff 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:
❑ warm ❑ cool ❑cold
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 N Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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
buffer mitigation?
❑ Yes ® No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(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: No impacts to protected riparian buffers will result from the proposed construction
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes No
❑
Comments: n/a
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
0%
2b. Does this project require a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: There is no additional impervious area.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
n/a
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
City of Fayetteville
® Phase II
3b. Which of the following locally- implemented stormwater management programs
❑ NSW
❑ 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
4a. Which of the following state - implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ® No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state /local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments: n/a
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 ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after- the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s): n/a
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project will relocate an existing sewer line that has been exposed in several places and is reaching the end of its
service life. Replacementirelocation will minimize the risk of sanitary sewer overflows in this area, as well as move the
sewer further away from the stream and stream bank, but will not facilitate additional growth as capacity will remain the
same.
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 project will not generate new wastewater. The proposed project will replace an existing sewer line currently carrying
wastewater.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
El Raleigh
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
NC NHP Database review (updated October 2013) indicated only two recorded occurrences of American alligator within
1.0 mile of the project area (see Figure 4), as well as on -site habitat assessment conducted by KHA staff on October 17,
2012.
S. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA EFH Mapper
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 El 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 HPOWEB Mapping Application indicates the B Street House (CD not listed) and Kennedy's Welding Works
(CD0353), both on the Study List, are located within in the project vicinity, but not within the project footprint. Additionally,
the proposed project will replace an existing sewer line and will not impact any historic or archaeological resource.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: The project will remove five manhole structures from the 100 -year
floodplain but will install two new manhole structures, so net fill within the floodplain will be reduced. Further coordination
with the local floodplain administrator is pending.
8c. What source(s) did you use to make the floodplain determination? NC Floodplain Mapping Program
Chad Evenhouse, PWS
10/30/2013
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 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

Kimley -Horn and Associates, Inc.
Lobster House Sewer Relocation
MH Fill Volumes
Demo'd
Demo'd
Demo'd
Demo'd
Demo'd
Proposed
Mmley -Horn
and Associates, Inc.
Sheet #
MH #
MH Dia. ft
Fill Vol. (CY)
Fill Area AC
52
16531
6
2.09
0.00065
S3
16532
6
2.09
0.00065
S3
16533
6
2.09
0.00065
S3
7573
6
2.09
0.00065
S31
84001
61
2.091
0.00065
S41
MH-161
51
0.211
0.00045
Total
Temporary Impact Areas
10.67 0.00369
Sheet #
MH #
I Impact Area AC
54
MH -16
0.01216
Total 0.01216
10/22/2013
Rip -rap fill to 2' Below Grade
Rip -rap fill to 2' Below Grade
Rip -rap fill to 2' Below Grade
Rip -rap fill to 2' Below Grade
Rip -rap fill to 2' Below Grade
6" Wall Thick, 1.5' Above Grade (Conc.)
Temporary Construction Access

SIGNED AGENT AUTHORIZATION

MICHAEL G. LALLIER, COMMISSIONER PUBLIC WORKS COMMISSION 9SS OLD WILMINGTON RD
WICK SMITH, COMMISSIONER P.O. BOX 1089
LYNNE B. GREENE, COMMISSIONER OF THE CITY OF FAYETTEVILLE FAYETTEVILLE, NORTH CAROLINA 28302 -1089
DARSWEIL L ROGERS, COMMISSIONER TELEPHONE [phone]
STEVEN K. BLANCHARD, CEO /GENERAL MANAGER ELECTRIC & WATER UTILITIES WWW.FAYPWC.COM
Letter of Authorization
The Public Works Commission of the City of Fayetteville authorizes Kimley -Horn
and Associates, Inc., to act as our agent to prepare and coordinate the application to
the U.S. Army Corps of Engineers and the N.C. Division of Water Quality for
404/401 permits and jurisdictional determinations associated with the Lobster House
Sewer Relocation Project located in Cumberland County, North Carolina.
Authorization will terminate on either final agency action or upon written notification.
This authorization is solely for Kimley -Horn and Associates, Inc. to prepare and
coordinate the application and respond to questions related to the project, and in no
way authorizes Kimley -Horn and Associates, Inc. to financially obligate the Public
Works Commission of the City of Fayetteville in any way.
i
Joseph E. Glass
Printed Name
Manager, Water Resources Engineering
Title
10 -'Z.2-Z3
Date
BUILDING COMMUNITY CONNECTIONS SINCE 1905
AN EQUAL EMPLOYMENT OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER

FIGURES

0.\
Bevil St
IJ
0 500 1,000
I I I
Feet
'04
S C St
South Carolina
Project
Location
Legend
^-^ ^- Streams (DWQ)
Project Boundary
1 Cumberland I;
County
Atlantic
Ocean
FIGURE 1: VICINITY MAP KHA PROJECT NO.: 011158001
LOBSTER HOUSE SEWER RELOCATION MODIFIED BY: PLV
Kimley -Horn and Associates, Inc. FAYETTEVILLE, NORTH CAROLINA DATE: OCTOBER 30, 2013

SITE PHOTOGRAPHS
SEPTEMBER 2012

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Photo 1 — Blounts Creek within the project area — View is facing upstream towards Person Street.
• • Blounts Creek, facing downstream towards • 1 of project
LOBSTER HOUSE SEWER RELOCATION
FAYETTEVILLE, NC — Photo Pages Page 1 of 4 C=� aid Amdft k

Photo 3 — Blounts Creek near MH -16531 showing bank hardening and rip rap stabilization.
Photo 4 — MH -16531 (to be removed)
LOBSTER HOUSE SEWER RELOCATION page 2 of 4 �_�
FAYETTEVILLE, NC —Photo Pages _ xWAsm0 — WL

Photo 5 — MH -16532 (to be removed)
Photo 6 — MH -16533 (to be removed)
LOBSTER HOUSE SEWER RELOCATION page 3 of 4 �—�
FAYETTEVILLE, NC —Photo Pages aid Aundft bL

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Photo 7 — MH -7573 (to be removed)
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LOBSTER HOUSE SEWER RELOCATION
FAYETTEVILLE, NC — Photo Pages Page 4 of 4 C—n �; k