20140289 Ver 1_401 Application_20140321

jENOWSP
March 18, 2014
Karen Higgins
NCDENR -DWQ
Wetlands, Buffers, Streams
Compliance and Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
MAR � Y 204
NR9- AL
15401 Weston Parkway
Suite 100
Cary, NC 27513
Main: 919 678 0035
www.wspgroup.com / usa
2 0 1 4 0 2 8 9
RE: PCN Application Package for 0.004 ac of Open Water Impacts to
Thagard Lake for Replacement of Bridge 620087 (B -5543) on S. Lakeshore Drive
Moore County
Dear Ms. Higgins;
Bridge No 620087 on S. Lakeshore Drive over Little River/Thagard Lake in Moore County is proposed to be
replaced. The existing bridge was constructed in 1974 and is considered structurally deficient. The existing bridge
is a two span structure with a timber floor on steel I -beams and vertical timber end bents. The existing bridge is
approximately 61 feet long and 20' wide (out -to -out width). The proposed structure will be a 3 span 21" cored slab
structure with 4' abutment cap. The proposed bridge will be 105' long and 30' wide (out -to -out width). This project
consists of replacement of the existing bridge and associated roadway work.
No impacts are anticipated for the removal of the existing end bents, soil behind the end bents and riprap on the
proposed bridge slopes since this area is above the normal water surface. Turbidity curtains will be installed in the
lake around the existing end bents during removal of the end bents and associated grading work to protect
Thagard Lake. Impacts to Thagard Lake will be from installation of the proposed drilled shaft piers. The piers will
create permanent impacts to Thagard Lake of 0.004 ac.
It is WSP's pleasure to submit this PCN application package on behalf of the Village of Whispering Pines. Please
feel free to contact me at (919) 678 -0035 or rana.stansell @wspgroup.com if you have any questions or comments.
Sincerely,
Rana Stansell, P.E
R: \B5543_WhisperingPines\ Hydraulics \PERMITS_Environmental \Forms \Cover Letter Corps.dou

r7f -
N/A
Version 1.4
January 9, 2009
401 Oversight/Express Permitting PCN Submittal Checklist
® The application fee (Checks may be made out to "N.C. Division of Water Resources"
- $240.00 for 401 Water Quality Certification with minor impacts
- $570.00 for 401 Water Quality Certification with major impacts
- Express Review Fee (Amount requested on Acceptance Letter)
® Five (5) complete and collated copies of the PCN Application and supporting
documentation (instead of providing 5 copies of the full size plans you may provide two
copies of full size plans along with three copies of 11 X 17 plans)
❑ Stormwater Management Plan (if applicable — see PCN Form Help File Section E)
1) Please provide three (3) copies of the stormwater management plans along with all
supporting information pertaining to this project including the following:
a. Entire site development/layout plans delineating all drainage areas;
b. Design calculation sheets for all proposed BMP(s) sized for both on -site and
off -site drainage;
c. BMP supplements for each proposed BMP and Required Items Check List
(http: / /portal.ncdenr.org /web /Ir /bmp- manual) along with all required items;
d. A Notarized Operation & Maintenance Agreement for each stormwater
management facility;
e. Detailed construction drawing sheets shall include
(i) Erosion and sediment control plans;
(ii) Installation and planting schedules for the proposed BMPs;
(iii) Appropriately scaled plan views and cross sectional 'details of all
BMPs and associated components — inlet and outlet structures,
forebay, respective zones and pertinent elevations.
N/A ❑ If your project is located within a State implemented Riparian Buffer Rule Area, submit the
following along with site plans and PCN form:
1) Three (3) copies of the details for on -site diffuse flow provisions, (refer to
http: / /portal.ncdenr.org /web /Ir /bmp- manual).
N/A ❑ DWR Stream Determination Forms for streams on property and DWR determination
letter for wetlands or streams (if applicable).
The following is the most critical of all the information that you must provide. The quality and
detail of the information will often determine the expeditiousness of the review. The following is
a checklist of the types of pertinent information required at a minimum:
Maps and Plans:
® The most recent version of the 1:24,000 USGS Topographic Map - Please cleanly draw or
delineate the site boundaries on the topographic map.
® The most recent version of the bound and published County NRCS Soil Survey Map -
(required for projects within the Neuse River Basin, Tar - Pamlico River Basin, Randleman
Lake Watershed and the Catawba River Basin, also recommended for all projects) -
Please clearly delineate the site boundaries, etc. on the map. If the delineation o
any of the features, it is recommended that a clean copy be C I Ii�
MAR 2 1 2014
W R - WATi✓3 lUALIT t' ,_

Nl;
Version 1.4
January 9, 2009
current soil survey and /or soil survey map sheets can be obtained from the local NRCS
County Office (http: / /www.nc.nres.usda.gov /). GIS soil layers are not acceptable.
® Vicinity map - Please clearly mark the location and approximate boundaries of the property
and project on the map. Please indicate north arrow and scale. Please include applicable
road names or State Road numbers.
® The Site Plan - The most critical map to be provided is the, site plan. You must provide full
sized plans. The following is the minimum list of plans that are typically needed.
® Pre - construction /Pre- existing conditions - This sheet (or sheets) must include:
• All jurisdictional and non - jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Topographic contours with elevations
• Any existing structures and impervious areas
• Existing utility lines and easements
• Existing roads, culverts, and other pertinent features
• North arrow and the scale (1 ":50' scale is recommended).
® Proposed conditions - This sheet (or sheets) must include:
• All jurisdictional and non - jurisdictional wetland, stream, water features, State regulated
buffers (delineated into Zones 1 and 2)
• Lot layout (if a subdivision or commercial development is proposed) - lots must be
developable without further impacts to jurisdictional and non - jurisdictional wetlands,
streams, water features, and State regulated buffers. Building envelopes must be
provided when streams, wetlands, riparian buffers, or water features exist on a lot
• All built -out structures and impervious cover
• Final grading contours with elevations
• All utilities and easements (including septic fields on all lots within 100 feet of stream,
wetland, or water features - if applicable)
• Impacted areas — these should correspond with the Impact numbers listed on your PCN
form.
® Drainage Plans - Final drainage plans must include the following:
• Locations and pertinent elevations and sizes of the stormwater collection system and
drainage ways
• All inlets and outlets must also be shown with pertinent elevations (All outlets to
wetlands must be at a non - erosive velocity, generally less than 2 ft/sec during the peak
flow from the 10 -yr storm)
• Scaled stormwater BMPs must also be indicated as required by DWR rules and policies
• In certain cases (see Section E of PCN form), final stormwater management plans must
also be provided (see Stormwater Management Plan Checklist)
® Proposed impacts - All impacts to jurisdictional and non - jurisdictional wetland, stream,
water features, and State regulated buffers must be shown and labeled on the site plans at
a scale no smaller than 1" = 50'. All excavation, fill, flooding, stabilization, and other impacts
that will be conducted in or near jurisdictional and non - jurisdictional wetland, stream, water
features, and State regulated buffers must be indicated. Please provide cross sectional
details showing the provisions for aquatic life passage (burial of culvert 20% for culverts <_ 48
inches, and 1 -foot for culverts > 48 inches).

Y , t ?'
Version 1.4
January 9, 2009
N/A Wetland Impacts:
❑ Precise grading and final elevation contours must be provided. Existing
vegetation and any clearing must be specified.
❑ All subsurface utility lines must indicate the location of anti -seep collars.
Construction detail for anti -seep collars must be provided.
❑ Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.
❑ Plans should show that the hydrology of remaining wetlands on the site will be
maintained.
Stream Impacts:
® Stream impacts must be clearly shown on the plans. The centerline as well as
the banks of the stream must be surveyed or located by GPS for the portion of
the stream to be impacted.
❑ The inlet and the outlet of all culverts should be aligned with the stream as
much as possible. Inlet and outlet elevations and streambed elevations should
be indicated. Any inlet or outlet protection must be shown and enumerated on
the impact map(s).
❑ For bottomless culverts or other spans, a vertical cross section should be
provided that shows the minimum distance from each span to each stream bank,
the stream cross section, the height of the span above the stream and the
minimum distance from the edge of each footer to each stream bank.
Additionally, please provide a signed and sealed geotechnical report of
subsurface soils at the proposed bottomless culvert location. The report must
comply with the Division of Highways — Guidelines for Drainage Studies and
Hydraulic Design, prepared by A.L. Hankins, Jr., State Hydraulics Engineer -
1999.
❑ Multiple culverts or sectioned box culverts typically require the use of sills, off-
setting or other means to match the cross section of the existing stream (in order
to maintain stream stability and provide aquatic life passage). A vertical cross
section of the culverts should be shown overlain with the up and downstream
stream cross section including the stream flood -prone area.
❑ Impacts associated with dam construction must indicate and enumerate all fill
associated with the dam footprint, spillway and any bank stream bank
stabilization. The length of stream impounded must also be indicated and
enumerated.

OaO�- W AT�q
1
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: 3 or General Permit (GP) number:
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 ❑ 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:
❑ Yes ❑X 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
1g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1h
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:
Replacement of Bridge 87 on South Lakeshore Drive over Thagard Lake
2b. County:
Moore
2c.
Nearest municipality / town:
Whispering Pines
2d. Subdivision name: Whispering Pines
2e. NCDOT only, T.I.P. or state project no: B -5543 D
3.
LJ
Owner Information _ J
3a.
Name(s) on Recorded Deed:
Village of Whispering Pines MA R 2 ;
3b.
Deed Book and Page No.
r
3c.
Responsible Party (for LLC if
applicable):
DEW
Susan Shuster W - GVA iL T),
140 Branch
10 Pine Ridge Drive
3d.
Street address:
3e.
City, state, zip:
Whispering Pines, NC 28327
3f.
Telephone no.:
910 - 949 -3141, ext 15
3g.
Fax no.:
3h.
Email address:
sshuster @whipseringpinesnc.net
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
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:
Rana Stansell, PE
5b.
Business name
(if applicable):
WSP
5c.
Street address:
15401 Weston Parkway, Suite 100
5d.
City, state, zip:
Cary, NC 27513
5e.
Telephone no.'
919 -678 -0035
5f.
Fax no.:
919 -678 -0206
5g.
Email address:
rana.stansell @wspgroup.com
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a.
Property identification no. (tax PIN or parcel ID):
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.2668 Longitude: 79.3782
1 c.
Property size:
0.92 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Thagard Lake (Little River)
2b.
Water Quality Classification of nearest receiving water:
WS -III, B, HQW
2c.
River basin:
Cape Fear
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 consists of a two lane paved roadway, vegetated (i.e., grassed) shoulders, and a two -lane 61 -foot long bridge that crosses Thagard Lake.
The general land use in the vicinity of the protect includes residential development, undeveloped forest, and a golf course
3b.
List the total estimated acreage of all existing wetlands on the property: 0
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 95
3d. Explain the purpose of the proposed project:
The purpose of the project is to replace Bridge No. 87 over Thagard Lake The bridge has a sufficiency rating of 38 9 out of 100.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Attachment A
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property J
project (including all 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): Adam Karagosian, PWS
Agency /Consultant Company.
Other. WSP
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
SAW- 2013- 00038, dated May 21, 2013
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
5b
If yes, explain in detail according to "help file" instructions.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ❑X No
6b.
If yes, explain
Page 3 of 10
PCN Form — Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ❑ Streams — tributaries ❑ Buffers ❑X 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:
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-
Page 4 of 10
PCN Form — Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 P
Thagard Lake
Bridge
Lake
0 004
O2
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments: pacts wi a created or a drilled shaft piers a support e n ge. a nprap p ace on e s opes o e propose en en s
will not create any additional impacts since the nprap will be placed V above the NWS and behind the exist end bents.
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:
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?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other: 3
6b.
Buffer Impact
number –
Permanent (P) or
T
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
impact
(square
feet )
6g.
Zone 2
impact
(square
feet
—Temporary
B1
Yes /No
B2
Yes /No
B3
Yes /No
B4
Yes /No
B5
Yes /No
B6
Yes /No
6h. Total Buffer Impacts:
6i Comments:
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.
A longer bridge will be built in order to minimize impacts to the Lake. In addition, in order to avoid impacts to a relatively permanent water in the
northeast quadrant of the project area, roadway slopes were designed to be 2:1. The bridge will be replaced on the existing alignment in- place.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The road will be closed during construction and an off -site detour will be utilized, thereby eliminating the need for a temporary work bridge and
avoiding additional impacts to waters of the U.S. The proposed piers consist of drilled shafts and will be constructed by utilizing steel casings around
the area of the proposed drilled shafts. The area within the steel casings will be dewatered by pumping the effluent from the drilled shaft into a special
stilling basin which will filter the sediment laden water Floating barges will be used to access drilled shafts
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
❑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:
S. 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
buffer mitigation?
Yes ❑X 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:
Page 7 of 10

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 Q 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.
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
2b.
Does this project require a Stormwater Management Plan?
❑ Yes ❑x No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
Since the disturbance is less than 1 acre a stormwater management plan is not required. Even though treatment
is not required, a preformed scour
hole will be utilized to treat stormwater from the bridge prior to discharge into Thagard Lake
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
N/A
2e.
Who will be responsible for the review of the Stormwater Management Plan?
N/A
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
❑ 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
59HQW
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?
Q Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la.
Does the project involve an expenditure of public (federal /state /local) funds or the
9 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
❑x Yes
❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
E] Yes
E] No
letter.) The project is classified as a Categorical Exclusion and was approved by FHWA on
Comments: XXXXXX, 2013.
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,
El Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after - the -fact permit application?
❑Yes
❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
El 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.
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.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
Yes ❑ No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑X 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?
In a letter dated April 13, 2013, the USFWS concurred with the findings that the project will have no effect on any threatened and endangered species
listed in Moore County and concluded that requirements under Section 7 of the Endangered Species Act have been met.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
"Essential Fish Habitat- A_ Marine Fish Habitat Conservation Mandate for Federal Agencies, South Atlantic Region (National Marine Fisheries Service,
2010)
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 ❑ 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 letter dated January 31, 2013.
B. 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 bridge and minor approach roadway work has been designed to create no rise in the 100 -year flood elevation
8c. What source(s) did you use to make the floodplain determination?
FEMA Flood Map 3710858500J, Effective Date October 17, 2006 and FIS 37125CV000A, Dated October 17,2006 (Reprinted with corrections on
March 21, 2007)
Susan Shuster
Applicant/Agent's Printed Name
ate
r
App Iii an Slgnatu e
(Ag only if an authorization
letter from the applicant is provided
Page 10 of 10

Replacement of Bridge 87 on South Lakeshore Drive over Thagard Lake
PCN — Attachment A
Bridge No 620087 on S. Lakeshore Drive over Little River /Thagard Lake is proposed to be replaced. The existing
bridge was constructed in 1974 and is considered structurally deficient. The existing bridge is a two span structure
with a timber floor on steel I -beams and vertical timber end bents. The existing bridge is approximately 61 feet
long and 20' wide (out -to -out width). The proposed structure will be a 3 span 21" cored slab structure with 4'
abutment cap. The proposed bridge will be 105' long and 30' wide (out -to -out width). This project consists of
replacement of the existing bridge and associated roadway work.
Measures will be taken to minimize the potential impacts to Thagard Lake and the unnamed tributary that drains
from the northeast into Thagard Lake. Special sediment control fence will be used at the toe of fill along the
northeastern end of the project to protect the unnamed tributary. Temporary silt fence will be utilized along the
toe of fill for all other slopes with special sediment control fence located at the low points. Temporary rock check
dams, Type A will be utilized at the outlet of both the existing concrete half -pipe channel that will be removed and
the proposed ditch.
Turbidity curtains will be utilized in the lake to mitigate potential shoreline erosion and transportation of sediment
into the lake during construction. The turbidity curtain will be installed in the lake around the existing end bents as
shown on the Drawings. The existing end bents will be sawed off at an elevation 1 foot above normal water surface,
to minimize impacts to the lake. Soil behind the end bent above this cut off elevation will be removed as shown on
the profile. Class II riprap will be installed at the proposed end bents to provide a stable environment surrounding
the proposed bridge after construction. No impacts will be created to Thagard Lake for the removal of the existing
end bents, excavation of soil behind the end bents and installation of riprap on the slopes behind the existing end
bents. -
The proposed piers consist of drilled shafts and will be constructed by utilizing steel casings around the area of the
proposed drilled shafts. The area within the steel casings will be dewatered by pumping the effluent from the
drilled shaft into a special stilling basin. The special stilling basin will filter the sediment laden water prior to
discharge of the flow back into Thagard Lake. The proposed piers will create permanent impacts to Thagard Lake
of 0.004 ac.
Standard construction equipment such as cranes, backhoes, dozers, etc. will be utilized. A floating barge will be
utilized to access drilled shafts.

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