20110706 Ver 1_401 Application_20110711

2 0 1 1 0 7 0 6
LETTER OF TRANSMITTAL
Ward Consulting Engineers, P.C.
8368 Six Forks Road, Suite 104
Raleigh North, Carolina 27615-5083
[phone] Fax: [phone]
To:
Company:
Date: 7-d6 0011
We are sending you: _Attached -Under separate cover via
the following:
-Shop drawings -Prints -Plans -Samples
-Specifications -Copy of letter -Change order A I
-Other-
Copies I Date I No. I Description
v
N
These are Transmitted as checked below:
Vfor approval _Approved as submitted
-For your use _Approved as noted
As requested -Returned for corrections
For review & comment Other
Copy To:
Signed:- ?
-Resubmit copies for approval
-Submit -copies for distribution
-Return -corrected prints
2 0 1 1 0 7 0 6
.l A -
\0 Office Use Only:
M > y Corps action ID no.
° ` DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PCN Form TT f- XT 71?
A. Applicant Information - _-_
1 . Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit E] Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: NWP 13, 27 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ? Yes ® No
Id. 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
1g. 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: Evans Park Improvements Phase I & II
2b. County: Pitt County
2c. Nearest municipality / town: Greenville North Carolina
2d. Subdivision name: N/A Public Park
2e. NCDOT only, T.I.P. or state
project no: N/A Q '
3. Owner Information
^
3a. Name(s) on Recorded Deed: City of Greenville f
l
3b. Deed Book and Page No.
3c. Responsible Party (for LLC if
applicable): DB 05 Pg 2007 a? ,y

City of Greenville Recreation and Parks Department R
3d. Street address: 2000 Cedar Lane ?t? iry
3e. City, state, zip: Greenville, North Carolina 27835
3f. Telephone no.: 252-329-4539
3g. Fax no.: 252-329-4062
3h. Email address: [e-mail]
Page 1 of 13
PCN Form - Version 1.3 December 10, 2008 Version

V 14. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: Becky L. Ward, P.E.
5b. Business name
(if applicable):
Ward Consulting Engineers, P.C.
5c. Street address: 8368 Six Forks Road, Suite 104
5d. City, state, zip: Raleigh, North Carolina
5e. Telephone no.: 919-870-0526
5f. Fax no.: 919-870-5359
5g. Email address: [e-mail]
Page 2 of 13
PCN Form - Version 1.3 December 10, 2008 Version
Page 3 of 13
PCN Form - Version 1.3 December 10, 2008 Version
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 located in Evans Park which is adjacent to the River Birch Tennis Center, both owned and operated by the
City of Greenville. The park and tennis center feature 4 lighted tennis courts, 2 lighted softball fields, a picnic shelter,
archery range, and restroom facilities. The park adjacent land use consists of single and multifamily residences. The J.H.
Rose High School is located directly across Arlington Boulevard from the Park. An unnamed tributary to Greens Mill Run
passes through the western edge of the park. Most of the active park recreation facilities are located to the east of the
tributary. The tributary has existing crossings at two locations within the park. A 36" RCP culvert is located, on the stream
in the north west corner of the park that services a drive from the main parking lot to an existing shelter with supplemental
parking. This pipe and crossing is stable and is functioning as intended.
The second crossing is located approximately 400 feet downstream from the first crossing within the park. This existing
crossing services a sidewalk connection from the aforementioned shelter and parking area to the tennis courts located on
the other side of the stream. Two pipes, one 18" CMP and one 24" CMP, convey the water at this crossing location. The
existing pipes along with the surrounding fill have collapsed. The inlets of the pipes are currently buried and flow is being
routed around the stream during storm events. The City has closed off the walkway with chain link fencing as it presents a
danger to park visitors. Head walls were constructed at the upstream and downstream ends of the pipe. The upstream
headwall has collapsed, however the downstream headwall is intact. The stream steepens at the pipe outlets in which the
stream drops three feet in elevation over a 50 foot distance. The stream has incised and steep walls that flank the
entrenched stream on both sides. In an attempt to stabilize the bed and banks in this reach a concrete pipe flume and
concrete pavers were installed in the past. The vegetation on the western bank is comprised primarily of a small amount
of brushy vegetation at the top of the bank. The eastern bank has mature trees growing on it and has been preserved in
its natural state.
There is an existing 24 inch CMP storm drainage system that extends from the main parking lot to the tributary. This pipe
system discharges into the stream approximately 5 feet downstream of the existing 36 inch RCP pipe. The existing 24
inch CMP pipe is failing, creating sink holes in areas adjacent to the pipe. This pipe is additionally under capacity to
handle the design storm event. A low area exists between the softball field dugout and spectator bleachers.
3b. List the total estimated acreage of all existing wetlands on the property:
No wetlands found in work area, it is unknown if other wetlands exist anywhere else on the property.
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1230
3d. Explain the purpose of the proposed project:
The purpose of the project will be to replace the existing twin pipe crossing that is currently failing with a stable crossing
and excavated floodplain bench that will provide for overbank flooding relief. The existing stream channel stabilization
consisting of a pipe flume and concrete pavers will be removed to return the stream back to a more native state through a
boulder step pool system to transition the stream three feet in elevation. Re-establish native herbaceous and woody
vegetation for long term stabilization on the stream bank and buffers. Replace 180 linear feet of existing 24" CMP pipe
with a larger pipe to meet capacity requirements and to return the structural integrity back to the pipe line.
Page 4 of 13
PCN Form - Version 1.3 December 10, 2008 Version
3e. Describe the overall project in detail, including the type of equipment to be used:
Due to funding for improvement work in the park the project will be constructed in two phases. The first phase addresses
the more immediate need within the park with the repair of the failing twin culvert pipe crossing of the tributary. The
existing degraded crossing is a hazard to the public in the park. The existing pipe location is at the top of a steep stream
grade. A large amount of fill was placed over the crossing which has further obstructed the flow. The fill was necessary at
the original crossing location to maintain an acceptable grade through the short straight sidewalk connection across the
stream. The elevation of the existing shelter on the west side of the stream is approximately 5 feet higher than the stream
top of bank. The proposed pipe crossing will consist of a single 42" pipe filled to a depth of 9" to promote aquatic
passage. The pipe is being relocated to an area in the floodplain in which minimal fill is required over the pipe. Minimizing
this fill will promote floodplain access during storm events greater than bankfull. The location also provides for handicap
accessible walkways in the park with grades that meet the accessibility standards. This new location also preserves two
existing trees that are located adjacent to the stream bank. The floodplain on the eastern side of the stream will be
benched for approximately 250 linear feet to provide for better floodplain access. The floodplain on either end of the
bench will be connected into the natural floodplain grade. The concrete pipe flume and concrete pavers in the existing
channel will be removed and a boulder and log step pool system will be installed to transition the stream grade
approximately 3 feet in elevation. The elevation change through each structure will be a maximum of 6" of elevation
change. The stream banks will be matted, replanted with an herbaceous native seed mix, and woody container plants will
be planted for long term stabilization. Additional trees will be added to the floodplain to enhance the stream buffer. The
existing concrete sidewalk will be removed and a new sidewalk installed at the alignment shown on the plans. The
equipment to be used in this phase of the project is earth moving equipment and various other support apparatus. Heavy
equipment may include hydraulic excavator, conpactors, bulldozers, skidsteer loaders, and material hauling apparatus
such as a dump truck. This type of equipment will be used for excavation and placement of materials for the project. The
construction equipment will only cross the stream within the repair area and only when base flow is being pumped around
the work area.
Phase II will be complete as funding becomes available for the park. The second phase of the project will include the
replacement of approximately 180 linear feet of existing 24 inch CMP storm drainage pipe and two yard inlet structures. A
24" RCP and 30" RCP pipe system will be installed to increase the capacity re-establish the structural integrity of the
system. An additional inlet will be added between the dugout and bleachers to improve the drainage as it has heavy
pedestrian access. The replacement pipe will be placed in the same alignment as the existing pipe and will enter the
tributary at the same location. Riprap exists at the end of the pipe this will be enhanced with additional stone around the
newly installed pipe. The replaced vegetation will be matched to the existing vegetation over the newly installed pipe.
The vegetation consists primarily of grass as this area is currently maintained by the park as lawn. The equipment used
for the construction of this phase will include an excavator, dump trucks, and grading equipment.
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? ? 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? Agency/Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past? ? Yes ? No ® Unknown
5b. If yes, explain in detail according to "help file" instructions.
Page 5 of 13
PCN Form - Version 1.3 December 10, 2008 Version
6. Future Project Plans
6a. Is this a phased project? ®Yes ? No
6b. If yes, explain.
Yes, Phase I will consist of the stream crossing and restoration. Phase II will be constructed when additional funding is
available and will consist of an exisitng storm drainage pipe retrofit.
Page 6 of 13
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 - tribu taries ® 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.
Wetland impact 2c. 2d. 2e. 2f.

number - Type of impact
Permanent (P) or
Type of wetland Forested Type of jurisdiction
(Corps - 404, 10 Area of impact

Tern ora T (if known) DWQ - non-404, other) (acres)

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
C
.
omments:
. Stream Impacts
there are perennial or intermittent stream impacts (including temporary impacts
[question
for all stream sites impacted. ) proposed on the site, then complete this
a. 3b.
Stream impact Type of impact
number - 3c. 3d.
Stream name Perennial 3e. 3f. 3g.
Type of jurisdiction Average Impact

Permanent (P) or (PER) or
intermittent (Corps - 404, 10 stream length

Temporary (T)
(INT)? DW- non-404, width (linear
other) (feet) feet)
S1 ®P ? T Stream Restoration UT to Greens Mill ® PER ® Corps
/Stabilization Run ? INT ® DWQ 10 143
S2 ®P ? T Pipe Crossing for park UT to Greens Mill ® PER ® Corps
walkway Run [:1 INT ® DWQ 10 16
S3 ®P ? T Riprap inlet and Outlet UT to Greens Mill ®PER ® Corps
Control Run ? INT ® DWQ 10 22
Pipe Replacement and
S4 ®P ? T riprap bank UT to Greens Mill ® PER ® Corps
stabilization Run ?INT ®pWQ 10 7
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ?DWQ
3h. Total stream and tributary impacts
188
3i. Comments: Impacts S1, S2, and S3 will be completed in phase I of the project. Phase II will include stream impact S4.
Stream impact S1 is required to restore the stream b
y reconnecting it to its floodplain and providing for a step pool transition
due to the extensive grade change in this area. Impact S2 is for the replacement of an existing pipe crossing of the stream
the
ne
i
.
w cross
ng will be replaced with two pipe sections for a total length of 16 linear feet. An existing pipe crossing that will be
Page 7 of 13
PCN Form - Version 1.3 December 10, 2008 Version
removed as a part of the project is currently impacting 20 linear feet of stream length. Stone/concrete headwalls and endwalls
extend on both ends of the pipe. The existing crossing location is further downstream at the grade transition. The crossing
location has been moved further upstream so that less fill is required over the pipe to maintain a good floodplain connection
and to move it away from the severe grade transition. Additonal existing impacts in the existing stream is 57 linear feet of pipe
flume in the channel bottom and concrete pavers lining the stream bottom/bank for 35 linear feet adjacent to the pipe flume.
The existing headwall, endwall, pipe flume, and concrete pavers will be removed in the stream restoration. Impact S3 is
required to provide for a stable transition to the pipe and to protect the pipe structure from undermining. Impact S4 will be
completed in Phase II and will involve temporary impacts to the stream bank for the existing pipe replacement and riprap bank
stabilization around the pipe and disturbed bank below the bankfull elevation.
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.
Open water Name of waterbody 4e.
impact number (if applicable) Type of impact Waterbody type Area of impact (acres)
- Permanent
(P) or
Temporary (T)
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
4L Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake constnurtinn nrnnn
5a. 15b.
then
mpiete the chart below.
5c.
Wetland Impacts (acres)
Flooded Filled Excavated
5d. 5e
Stream Impacts (feet) Upland
(acres)
Flooded Filled Excavated Flooded
Pond ID Proposed use or purpose of
number pond
P1
P2
R Total
5g. Comments:
5h. Is a dam high hazard permit required?
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
? Yes ? No
If yes, permit ID no:
Page 8of13
PCN Form - Version 1.3 December 10, 2008 Version
16
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 an 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-
Permanent (P) Reason for
impact
Stream name Buffer
mitigation Zone 1 impact
(square feet) Zone 2 impact
(square feet)
or Temporary required?
T

B1 ? P ®T Grading
Flo
in
o
UT to Greens Mill Run ? Yes
® No
9900
2100
B
ench

B2 ® P ? T Proposed
Park
UT to Greens Mill Run
®
s
584
448
Walkway/Trail No
B3 ? P ®T Pipe
Replacement UT to Greens Mill Run ® Nos 1800 1400
6h. Total buffer impacts 12,284 3,948
6i. Comments: The buffer impacts 61 will be completed in Phase I of the project. The floodplain will be graded and replanted
with vegetation as shown on the planting plan. The impacts B2 are for a proposed walkway to connect the tennis area and
shelter to an existing parking area in Phase 1. Currently there is an existing sidewalk that crosses the creek. This existing
sidewalk will be removed as a part of the project. The existing sidewalk impacts that will be removed are 420 sf in Zone 1 and
304 sf in Zone 2. Buffer impacts B3 will be completed in Phase II of the project and will consist of area for access and
excavation for the replacement pipe. The landscape will be restored to match existing vegetation.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The limits of disturbance have been limited to the area that is needed for access to make the repairs. The project is necessary
to stabilize the stream channel and replace failing stormwater conveyance infrastructure. The project repairs have been limited
to the area that is currently degrading and the distance upstream and downstream required to stabilize the stream reach
The
.
buffer impacts will minimize existing tree removal for the repairs and access for construction.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The stream crossing and repairs have been designed with natural channel techniques. The stream bank and buffer will be
planted for long-term stabilization.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
za. uoes [ne protect require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
2c. If yes, which mitigation option will be used for this project?
? Yes ® No
? DWQ ? Corps
? 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 Quantity
Page 9 of 13
PCN Form - Version 1.3 December 10, 2008 Version
3c. Comments:
1 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: El warm ? cool
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:
?cold
5. Complete If Using a Permlttee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
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
buffer mitigation? 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.
6c. 6d.
Zone Reason for impact Total impact Multiplier 6e.
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 10 of 13
PCN Form -Version 1.3 December 10, 2008 Version
4
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
within one of the NC Riparian Buffer Protection Rules? ®Yes ? No
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Comments: The project does not involve any development upstrem within the ? Yes ® No
floodplain or terraces of the stream which would require diffuse flow. There is no
new point source in the design of the project.
2. Stormwater Mana ement Plan
2a. What is the overall percent imperviousness of this project? 8.7%
2b. Does this project require a Stormwater Management Plan? ? Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: The entire impervious area for the park
property is 8.7%. This project is to replace failing existing infrastructure. Due to the realignment of the existing walkway
only 308 sf of additional impervious area is being added to the park.
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? El Certified Local Government
?DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
oa. in wnicn iocai government's jurisdiction is this project?
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
City of Greenville NC
® Phase II
? NSW
? USMP
? Water Supply Watershed
? Other.
? Yes ® No
14. DWQ Stormwater Program Review
? Coastal counties
4a. Which of the following state-implemented stormwater management programs apply ? HQW
(check all that apply): ? ORW
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
? Yes ? No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met?
? Yes ? No
Page 11 of 13
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
use of public (federal/state) land? ®Yes E] No
1b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.) ? Yes ? No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H.0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® 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):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality? ?Yes No
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 12 of 13
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
habitat? El Yes ® No
5b. Have you checked with the USFWS concerning Endangered Species Act
impacts? ? Yes ®No
5c. If yes, indicate the USFWS Field Office you have contacted. I El Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
No endangered species or designated critical habitat have been found within the project area.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? El Yes
® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The project is located on an urban stream.
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
status (e.g., National Historic Trust designation or properties significant in ? Yes No
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
The NC Historic Preservation Office website (www.hpo.dcr.state.nc.us) was searched and no sites were listed for this
property. In addition, no architectural structures or archaeological artifacts were noted during preliminary surveys at the
site.
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:
8c. What source(s) did you use to make the floodplain determination? NC Floodmaps site (www.ncfloodmaps.com) was
searched for FEMA floodplain limits.
Mark Gillespie, City of Greenville
Superintendent of Parks
Applicant/Agent's Printed Name
pplicant/Agent's
(Agen /'ssignature is valid only if an author
is provided.)
letter from the applicant
%/J/-//
Date
Page 13 of 13
PCN Form - Version 1.3 December 10, 2008 Version
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?I
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Photo Log
Evans Park Improvements, Greenville NC
r
I.
being scoured out under the walkway. The existing
pipes are currently buried and the hand rail originally
secured in the earth behind the headwall has fallen
into the channel.

The picture to the right shows the pipe
flume and concrete pavers that have
been placed in the channel to aid in
stabilization. The pipe flume is
approximately 57 feet long and the
concrete pavers on the bank cover
approximately 35 feet of stream bank.
Existing upstream channel showing
the existing damaged pipe crossing
in the background. The picture is
viewed looking downstream.
Ni•• 7 n

SA"
The picture to the left shows the
downstream twin pipe outlets and
the existing endwall. The channel
bottom has incised and the pipes
are presently perched.
The picture below shows the
failed pipe headwall. The earth is
Evans Park Improvements Photo Log
This picture shows the
existing channel below the
pipe flume as viewed looking
downstream. The cobble area
to the left of the picture
shows the eroded bank in
which the bypassed flow is
currently entering the stream
below the pipe crossing.

7-
T
.. ,.
.,
1 15,
24 inch CMP
.ie pipe in the center of
e picture is an existing
inch pipe under a
iveway to the picnic
.elter parking lot. The
i inch partially buried
VIP pipe to the right is
oposed to be replaced
ith a 30 inch RCP pipe
Phase 11 of the project.
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