20190386 Ver 1_PCN Form Submission_20190325

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Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r, Yes
C No
Is this project a public transportation project?*
O Yes O No
Change only if needed.
BIMS # Assigned*
Version#*
20190386
1
Is a payment required for this project?
C No payment required
What amout is owed?*
C Fee received
C $240.00
G Fee needed - send electronic notification
C $570.00
Reviewing Office* Select Project Reviewer*
Washington Regional Office - [phone] Robert Tankard:eads\rbtankard
Information for Initial Review
1a. Name of project:
Chapman Street Culvert Replacement
1a. Who is the Primary Contact?*
Terri L. Parker
1 b. Primary Contact Email:*
[e-mail]
Date Submitted
3/25/2019
Nearest Body of Water
Nobel Canal
Basin
Neuse
Water Classification
C, NSW
Site Coordinates
Latitude:
35.533025
Longitude:
-77.405851
1c. Primary Contact Phone:*
[phone]
A. Processing Information W
County (or Counties) where the project is located:
Pitt
Is this project a public transportation project?*
O Yes G No
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r- Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (MNP)
r- Regional General Permit (RGP)
r- Standard (IP)

1c. Has the NWP or GP number been verified by the Corps?
4 Yes O No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
m 401 Water Quality Certification - Regular
❑ Non -404 Jurisdictional General Permit
❑ Individual Permit
03 - Maintenance
❑ 401 Water Quality Certification - Express
m Riparian Buffer Authorization
1e. Is this notification solely for the record because written approval is not required?
For the record onlyfor DWR 401 Certification:
For the record only for Corps Permit:
1f. Is this an after -the -fact permit application?*
O Yes O No
Ig. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes d No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
Acceptance Letter Attachment
th. lathe project located in any of NC's twenty coastal counties?
O Yes d No
O Yes O No
4Yes OW
1j. Is the project located in a designated trout watershed?
O Yes O No
B. Applicant Information (^)
1d. Who is applying for the permit?
m Owner ® Applicant (other than owner)
Is. Is there an Agent/Consultant for this project?
O Yes d No
2. Owner Information
2a. Name(s) on recorded deed:
1. Clydie Smith; 2. Whites Property Holdings LLC; 3. Mable Smith; 4. Gateway Christian Center of
Greenville Inc; 5. Town of Winterville
2b. Deed book and page no.:
1. Bk 2327, Pg 571; 2. Bk 3597, Pg 413; 3. Bk Y-51, Pg 656; 4. Bk 2965, Pg 617; 5. Bk Z-33, Pg
253
2c. Responsible party:
NOTE: Easements are currently being obtained by Town of Winterville for project extents
2d.Address
Street Address
1. 2452 Chapman St; 2. PO Box 3817; 3. PO Box 1596; 4. PO Box 1339; 5. 2571 Railroad St
Address Line 2
cfty
1, 3, 4, & 5. Winterville; 2. Wilson
Postal / Zip Code
1, 3, 4, & 5. 28590; 2. 27895
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
State / PmAnce / Ibgion
NC
Country
USA
2f. Fax Number:

3a. Name:
Terri L. Parker
3b. Business Name:
Town of Winterville
3c. Address
Street Address
2571 Railroad Street
Address Line 2
City
Winterville
Postal / Zip lode
28590
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if aper e)
1c. Nearest municipality/ town:
Winterville
2. Project Identification
2a. Property Identification Number:
1.20694;2.30879;3.20504;4.57750
2c. Project Address
Street Address
2465 Chapman Street
Address Line 2
CKY
Winterville
Fbstal / ZZp Code
28590
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Nobel Canal
3b. Water Resources Classification of nearest receiving water:*
C, NSW
3c. What river basin(s) is your project located in?*
Neuse
3d. Please provide the 12 -digit HUC in which the project is located.
030202020401
4. Project Description and History
State / Province / region
NC
Gbuntry
USA
3e. Fax Number:
[phone]
2b. Property size:
0.94 (total limits of disturbance)
State / Province / Paglon
NC
C3untry
USA
4a. 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 a low residential area on Chapman Street. Adjacent to the project are residential homes, farmland, and a Town of Winterville lift station. The project
encompasses replacement and up-sizing of (2)-60" pipe culverts that run under Chapman Street. The pipes will be replaced with (2)-6'x5' box culverts. The eAsting pipe is undersized
and has caused flooding upstream.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
O Yes O No G Unknown
4d. Attach an 8 1/2X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
C4d_USGS Topo Map - Chapman Street.pdf 1.09MB
4e. Attach an 81/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
C4e_Soils Map - Chapman Street.pdf 670.34KB

4f. List the total estimated acreage of all existing wetlands on the property:
4g. List the total estimated linear feet of all existing streams on the property:
1,480 feet (on 2.0 acre easement)
4h. Explain the purpose of the proposed project:*
The purpose of the project is to replace the existing culvert that conveys the Nobel Canal under Chapman Street in order to reduce upstream flooding. Due to an undersized culvert,
this area experienced flooding during Hurricane Matthew in 2016, so upsiang the culvert will protect the upstream property and infrastructure.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The Town has undertaken this project to replace the existing two 60" corrugated metal pipe (CMP) culverts with two 6'x 5' reinforced concrete box culverts to better convey flood flows
in the existing stream channel under the roadway. The box culverts will be the same length as the existing 60" pipes, approximately 240 linear feet. Additionally, the existing culvert has a
negative slope, so the proposed improvements will provide better flow conditions. At the culvert inlet, grading will be performed to add a floodplain bench that will provide flood flows
access to the second box culvert. At the culvert outlet, a rip -rap energy dissipater will be added to prevent erosion and scour of the channel bed and banks.
In addition to the culvert replacement, the existing stormwater pipes and inlets along Chapman Street that flow to the culvert will be replaced. The existing sewer and water lines at the
culvert crossing will also be replaced.
The construction of these improvements will be accomplished through the use of heavy equipment such as backhoes and excavators.
4j. Please upload project drawings for the proposed project.
C4j_WNT-18387_PermitSet.pdf 13.77MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
d Yes
Comments:
6 No
5b. If the Corps made ajurisdictional determination, what type of determination was made?*
O Preliminary d Approved O Not Verified O Unknown 4 WA
Corps AID Number:
5c. If Sa is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
O Yes O No
O Unknown
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any partof the proposed projector related activity?
No
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
❑ Wetlands ® Streams -tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
3. Stream Impacts
31. Total jurisdictional ditch impact in square feet:
3a. Reason for impact (?)
3b.lmpact type *
3c. Type of impact*
3d. S. name*
3e. Stream Type *
3f. Type of
3g. S. width *
3h. Impact
F
(?)
Jurisdiction*
length*
S1
Stabilization and Flood Iain
P
Permanent
Stabilization
Nobel Canal
Perennial
Cors
P
9
85
Bench
Aver�e(feet)
(Inear feet)
S2
Culvert Replacement
P
Permanent
Culvert
Nobel Canal
Perennial
Corps10
237
Average (feet)
(lirx�feet)
S3
Stablization and Rip -rap
Permanent
Stabilization
Nobel CanalPerennial
Corps
1�1�1_
Basin for Energy Dissipation
_]
31. Total jurisdictional ditch impact in square feet:

31. Total permanent stream impacts:
379
31. Total stream and ditch impacts:
379
31. Total temporary stream impacts:
3j. Comments:
237 linear feet of new (2)-6'x5' reinforced concrete box culvert is replacing existing (2)-60" corrugated metal pipe
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
m Neuse
❑ Catawba
❑ Goose Creek
❑ Other =
❑ Tar -Pamlico
❑ Randleman
❑ Jordan Lake
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
131 - Tree Removal
T
Nobel Canal
No
150
0
132 - Tree Removal
T
Nobel Canal
No
200
0
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 350.00 0.00
Zone 1
Zone 2
Total Permanent impacts: 0.00
0.00
Zone 1
Zone 2
Total combined buffer impacts: 350.00
0.00
61. Comments:
Trees Will be removed as is necessary for grading and channel stabilization.
Supporting Documentation
D_Stream Impact Map.pdf
D_Buffer Impact Map.pdf
361.46KB
363.73KB
E. Impact Justification and Mitigation U
1. Avoidance and Minimization
Ia. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The proposed design minimizes impacts to the existing stream channel to the maximum extent practicable while maintaining overall objective of
meeting public safety needs adjacent to Chapman St and for current residents. Grading is proposed on the banks immediately upstream and
downstream of the culvert to provide stabilization and prevent bank erosion and potential undermining of the culvert infrastructure. Similarly, rip -rap
stabilization is proposed downstream of the proposed culvert replacement to prevent streambed and streambank erosion. A small floodplain bench will
be graded on the upstream side of the culvert to help dissipate energy and provide additional streambank stabilization. Additionally, the culvert invert
is being buried one foot below existing streambed elevation so as to not impact aquatic organism passage, which will be improved by conversion to a
box culvert configuration. The replacement of the existing 60" culvert pipes with 6'x 5' box culverts will improve overall conveyance of streamflow and
reduce velocity and shear stress in the downstream channel, thereby helping to prevent continued erosion downstream.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction impacts will be minimized through the use of appropriate sediment and erosion control measures to prevent the mobilization of sediment
into surface waters, including silt fence and surface water diversions (pump around) which will include impervious dikes to temporarily impound flowto
divert water around the work areas and sediment bags to remove sediment from water in the work area before discharging downstream.
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?
d Yes
d No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The length of impacted stream is less than is required for compensatory mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)

1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
C Yes C No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
r Other SCM that removes minimum 30% nitrogen
V Proposed project will not create concentrated stormwater flowthrough the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?
r Yes C No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
C Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
C Yes r 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 (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r Yes C No
Comments:*
This project is outside of NEPA/SEPA threshold, therefore this is not required.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B.0200)?*
r Yes C No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes C No
3b. If you answered "no," provide a short narrative description.
No additional development will be created as part of the project, with the exception of a new headwall at either end of the eAsting culvert and rip -rap
dissipater basin placed in the bed of the channel. it is not anticipated that either of these measures will impact nearby downstream water quality.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor NVA
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?*
C Yes C No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes C No
5d. Is another Federal agency involved?*
r Yes C No
5e. Is this a DOT project located within Division's 1-8?
C Yes C No
r Unknown

5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
O Yes O No
5g. Does this project involve bridge maintenance or removal?
O Yes O No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
O Yes d No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
O Yes O No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
NC Natural Heritage Program Element Occurrences, US Fish and Wildlife Service IpAC tool
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
O Yes
d No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
US Fish and Wildlife Service IpAC tool
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?*
O Yes
d No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
State Historic Preservation Office GIS Data
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?*
O Yes
IS No
8c. What source(s) did you use to make the floodplain determination?*
NC Floodplain Mapping Program Flood Risk Information System. Flood Insurance Rate Map #3720467500K
Miscellaneous
Comments
The Town of Winterville is obtaining easements for the project extents.
Miscellaneous attachments not previously requested.
Misc_Vicinity Map - Chapman Street.pdf 1.42MB
Misc_Development Map - Chapman Street.pdf 753.46KB
Misc_Photo Log.pdf 11.37MB
Misc_NC DWQ Stream Identification Form Version 4pointl1.pdf 70.13KB
Misc_Stream_assessment form.pdf 90.81 KB
Signature
m By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Ian C. Jewell
Signature
Date

3/25/2019

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID: 30879 / 57750 / 20504 / 20694
STREET ADDRESS: 0 Chapman St / 0 Chapman St / 2457 Chapman St / 2452 Chapman St
Winterville, NC 28590
Please print: Terri L. Parker, Town Manager
Property Owner:
Property Owner:
Town of Winterville
The undersigned, registered property owners of the above noted property, do hereby authorize
Ian C. Jewell
(Contractor / Agent)
of Freese and Nichols, Inc.
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
2571 Railroad Street, Winterville, NC 28590
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature I Authorized Signature
Date: -JI �2 i?'V ( - Date:

Waterbody
Waterbody Name:
Waterbody ID No.:
Date:
Client/Project Name:
Milepost:
Investigators:
State/County/Municipality:
Quad Name:
Logbook No:
Logbook Page No:
Block/Lot/Track No:
Picture No:
Centerline
Re-route
Access Road
Warehouse Site
Other:
PHYSICAL ATTRIBUTES
Waterbody Sketch Plan
Please include: Directional & North Arrow, Centerline, Length of feature, Distances from Centerline, Photo Locations,
and Survey Corridor
Waterbody Type:
Lake
Pond
BorrowPit
River
Stream
Ag. Ditch
Other:
Stream Flow:
Fast
Moderate
Slow
Very Slow
None
Flow Type:
Perennial (Flows > 3
Months Annually)
Intermittent/Seasonal
(Flows < 3 months annually)
Ephemeral (Flows only in
response to rainfall)
Direction:
Number of Annual Flow
Events:
OHWM Indicator
Clear natural line on bank
Wrested Vegetation
Water Staining
Abrupt plant community change
Soil character changes
Wrack line
Bent, matted or missing vegetation
Litter and debris
Shelving
Scour
Sinuosity:
Straight
Meandering
Subsurface Flow?
Yes I No
Unknown
Stream Depth (in):
0-3
3 6
6-12
12 18
18-24
24-36
36-48
48-60 60+
Stream Width (ft.):
Top of bank:
Water surface:
Bank height (ft.):
(looking downstream)
Left
0-2
2-4
4-6
6-8
8+
Right
0-2
2-4
4-6
6-8
8+
Bank slope (degrees):
(looking downstream)
Left
0-20
20-40
40-60
60-80
80+
Right
0-20
20-40
40-60
60-80
80+

Date:
Client/Project Name:
Milepost:
QUALITATIVE ATTRIBUTES
Water Appearance
Obvious surface scum
Clear
Turbid
Greenish color
Floating Algal Mats
Slightly Turbid
Very turbid
Sheen on surface
Color:
Other:
Stream substrate %
Bedrock:
Gravel:
Sand:
Silt/Clay:
Organic:
Sand bar
Overhanging trees/shrubs
Bank roots system
Aquatic Habitats
Gravel bar
In-stream emergent plant cover.
Percent Cover:
Undercut banks
Mud bar
Fringing wetlands
Gravel riffles
In-stream submerged Plants
Deep pools
Aquatic organisms
observed
Waterfowl
Fish (adult)
Fish (juvenile)
Turtles
Frogs
Snakes
Other:
Invertebrates:
Intolerant
Facultative
Tolerant
None
Width of natural vegetation zone from edge of active channel out into floodplain
Riparian
Circle vegetative layers:
Trees
Shrubs
Herbs
zone
Significant bare areas within riparian zone:
Evidence of non-buffer concentrated flows:
Tributary is:
Natural
Artificial (man-made)
Manipulated (Explain)
Stable
Unstable
Channel condition:
Channelization/Braiding
Unnatural straightening
Dikes/Berms
Excessive Bank Erosion
Downcutting
Other:
Disturbances:
Livestock access to riparian zone
Other:
Waste to discharge pipes present
Manure in stream or banks
T/E SPECIES / SUITABLE HABITAT Habitat ID No.:
Comments: (e.g. pipeline crossing angle, construction constraints, erosion potential, existing disturbances, and meanders)
STREAM QUALITY
High
Moderate
Low

NC DWQ Stream Identification Form Version 4.11
Date:
Project/Site:
Latitude:
Evaluator:
County:
Longitude:
Total Points:
Stream Determination (circle one)
Other
Stream is at least intermittent
Ephemeral Intermittent Perennial
e.g. Quad Name:
if >_ 19 or perennial if >_ 30*
2
3
A. Geomorphology (Subtotal = )
Absent
Weak
Moderate
Strong
1 a. Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In -channel structure: ex. riffle -pool, step -pool,
ripple -pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active/relict floodplain
0
1
2
3
6. Depositional bars or benches
0
1
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
1
2
3
9. Grade control
0
0.5
1
1.5
10. Natural valley
0
0.5
1
1.5
11. Second or greater order channel
No = 0
Yes = 3
Sketch:
artificial ditches are not rated; see discussions in manual
B. Hydrology (Subtotal = )
12. Presence of Baseflow
0
1
2
3
13. Iron oxidizing bacteria
0
1
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
0.5
1
1.5
16. Organic debris lines or piles
0
1 0.5
1 1
1.5
17. Soil -based evidence of high water table?
0
No = 0
Yes = 3
1.5
C. Biology (Subtotal =
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
2
1
0
20. Macrobenthos (note diversity and abundance)
0
1
2
3
21. Aquatic Mollusks
0
1
2
3
22. Fish
0
0.5
1
1.5
23. Crayfish
0
0.5
1
1.5
24. Amphibians
0
0.5
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75;
OBL = 1.5 Other = 0
*perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
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County
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N
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O
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0 36,000
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N TOPOGRAPHIC MAP
Chapman Street Culvert
FIGURE 2
1017 Main Campus Dr
Replacement ProjectFREESE
Raleigh, NC 27603
Winterville, NC
91112°NICHOLS 919-582-5850

N SOILS MAP
Chapman Street Culvert
FIGURE 3
1017 Main Campus Dr
Replacement ProjectFREESE
71 IV fh!;�Allw
Winterville, NC
NMI'?NICH0LS 919-582-5850
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Chapman Street Culvert
FIGURE 3
1017 Main Campus Dr
Replacement ProjectFREESE
Raleigh, NC 27603
Winterville, NC
NMI'?NICH0LS 919-582-5850

FIGURE 4
LEGEND
Limits of Disturbance
Proposed Easement
Culvert
Stream
5 -ft Contours
Parcels
L --- I
TOWN OF WINTERVILLE
CHAPMAN ST CULVERT
REPLACEMENT
PROJECT
DELINEATION MAP
0 50 100
Feet
91,11NICHOLS

Photo Log
Chapman Street Culvert Replacement Project, Winterville, NC
Photo 1. Looking upstream of existing culvert location
Photo 3. Downstream end of existing culvert
Photo S. Looking north (upstream) at house and pump
station on either side of culvert
Photo 2. Looking downstream toward existing culvert
inlet
Photo 4. Looking downstream of existing culvert location
Photo 6. Culvert location across Chapman Street
Page 1 of 3

Photo Log
Chapman Street Culvert Replacement Project, Winterville, NC
Photo 7. Chapman Street Lift Station adjacent to
culvert location
Photo 9. Ponding around yard inlet south of culvert
location
Photo 11. Looking south toward project location.
Existing curb inlets to be replaced.
Photo 8. Looking upstream toward culvert inlet
.y.:,, ...:._. _::. Pr....
Photo 10. Existing curb inlet to be replaced
Photo 12. Looking north toward project location
Page 2 of 3

Photo Log
Chapman Street Culvert Replacement Project, Winterville, NC
0
Photo 13. Field adjacent to project site on downstream
end (left side looking downstream)
Photo 14. Downstream of project location
Page 3 of 3

Plot Date: 6/1b/2U1Y b:4U PM Plot bv: U2416 Filename: N:\SW\Urawinas\SW—HNM11.dwo
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Plot Date: 6/1b/2U1Y b:4U PM Plot bv: U2416 Filename: N:\SW\Urawinas\SW—HNM11.dwo

Plot Date: 6/1b/2U1Y b:4U PM Plot bv: U2416 Filename: N:\SW\Urawinas\SW—HNM12.dwo
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SEQ.
Plot Date: 6/1b/2U1Y b:4U PM Plot bv: U2416 Filename: N:\SW\Urawinas\SW—HNM12.dwo