20201889 Ver 1_ePCN Application_20210118

Kimley»>Horn
January 18, 2020
Ms. April Norton
U.S. Army Corps of Engineers
Raleigh Regulatory Field Office
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
Ms. Stephanie Goss
NC Division of Water Resources
Water Resources — Water Quality Regional Operations Section
3800 Barrett Drive
Raleigh, NC 27609
RE: Nationwide Permit 27 and 3 Application —
Emergency Watershed Protection Streambank Repair: Site 3 (EWP 008)
City of Durham, Durham County, North Carolina
Dear Ms. Norton and Ms. Goss:
On behalf of our client, the City of Durham — Department of Public Works, Kimley-Horn is submitting
the attached application for authorization under Nationwide Permit (NWP) #27 and #3 for the above
referenced project in Durham, Durham County. The purpose of the proposed project is to repair and
stabilize streams at four sites that experienced damage during Hurricane Florence, and this permit is
for Site 3 of the overall project. The stream repair and stabilization aim to improve the water quality
functions of the stream and floodplain through enhancement of the natural ecosystem and riparian
community, control and reduction of streambank erosion, and improvement of aquatic and terrestrial
habitat. Additionally, the project is proposing the repair and maintenance of several existing aerial
waterline and sewer crossings that were damaged during Hurricane Florence. Site 3 of the project
consists of the repair and stabilization of a length of two tributaries to Third Fork Creek as well as the
repair and maintenance of an existing aerial sewer crossing.
Kimley-Horn staff delineated the project study area on June 2, 2020 and identified 2 streams (S9 and
S10). A Preliminary Jurisdictional Determination (SAW-2020-01177) was issued by April Norton of the
USACE on April 12, 2020. A Buffer Determination (NBRRO #20-208) was issued by Erin Deck of the
NCDWR on August 11, 2020.
The Site 3 proposed stream repair will include the grading of damaged and unstable stream banks to
match natural channel contours, the placement of rip rap and boulder toe protection along the stream
banks to provide stabilization, and the installation of riffles composed of rip rap within the stream to
establish grade control, reduce streambank erosion, facilitate sediment transport, and enhance aquatic
species habitat. The Piedmont Regional Hydraulic Geometry Curve data was used as a reference point
for the proposed stream contours and grade control structures. The proposed work was designed to

Ki m ey >>> H o r n Page 2
match natural conditions found along unnamed perennial and intermittent tributaries to Third Fork
Creek. As part of the stream repair, stream banks that have been graded and disturbed will be replanted
with live stakes, bare roots, and herbaceous plugs to promote vegetation establishment and restore the
overall function of the riparian buffers.
In addition, Site 3 of the project proposes to perform maintenance repairs on an existing aerial sewer
crossing that was damaged during Hurricane Florence. As part of this repair and maintenance, two new
support piers, outside of the OHWM, will be installed for an existing aerial sewer crossing and
approximately 68 linear feet of 8-inch P-401 lined DI carrier sanitary sewer pipes encased with
approximately 58 linear feet of 16-inch steel casing will be constructed to replace the existing line.
Permanent, no net loss of water impacts and temporary impacts to two unnamed tributaries to Third
Fork Creek will result from the proposed stream restoration. The proposed stream restoration will result
in permanent and temporary impacts to the Jordan Lake Riparian Buffer Zones along one perennial
tributary to Third Fork Creek. All temporarily impacted areas will be restored and replanted upon
completion of the proposed stream restoration.
Permanent and temporary buffer impacts will result from the repair and replacement of an existing
aerial sewer line across stream S9. The proposed replacement will be located within the existing sewer
easement and will install two new pier support structures in Buffer Zone 1. Temporary impacts will be
limited to a temporary pipe crossing of stream S10 and otherwise confined within the existing sewer
easement. Temporary impacts outside of the existing sewer easement will be restored to pre -
construction contours and re -vegetated upon completion of the proposed project.
No compensatory mitigation is proposed as part of this permit application. The proposed stream
restoration and enhancement serves to improve the water quality within the watershed and will not
result in a loss of water; therefore, no stream mitigation is proposed. Additionally, in accordance with
the Jordan Lake Watershed Buffer Rules, buffer impacts resulting from "Restoration or enhancement"
and "Utility, electric, underground, perpendicular crossings" are considered allowable or exempt buffer
impacts and therefore do not require mitigation.
If there is any additional information you need to assist in the processing of this NWP application, please
do not hesitate to contact me at [phone] or Mackenzie. Richards @ Kim ley-Horn.ccm.
Sincerely,
///
Mackenzie Richards
Environmental Scientist

mDkR
of R�u�
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
d Yes
4 No
Is this project a public transportation project?*
0Yes 4No
Charge only if needed.
BIM # Assigned *
Version#*
20201889
1
Is a payment required for this project?*
d No payment required
What amout is owed?*
d Fee received
O $240.00
d Fee needed - send electronic notification
O $570.00
Reviewing Office* Select Project Reviewer*
Central Office - [phone] Rick Trone:eads\rvtrone
Information for Initial Review
1a. Name of project:
Emergency Watershed Protection (EWP) Streambank Repair: Site 3
1a. Who is the Primary Contact?*
Mackenae Richards
1b. Primary Contact Email:*
[e-mail]
Date Submitted
1/18/2021
Nearest Body of Water
Third Fork Creek
Basin
Cape Fear
Water Classification
WS-V; NSW
Site Coordinates
Latitude:
35.980246
Pre -Filing Meeting Information
ID#
20201889
Pre -fling Meeting or Request Date
12/4/2020
Longitude:
-78.924959
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
1c. Primary Contact Phone:*
[phone]
Version
1
55.37KB
A. Processing Information C^�
County (or Counties) where the project is located:
Durham

Is this a NCDMS Project
rYes GNo
Is this project a public transportation project?
r Yes G No
la. Type(s) of approval sought from the Corps:
R Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable voters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
G No
1b. What type(s) of permit(s) do you wish to seek authorization?
® Nationwide Permit (NWP)
❑ Regional General Permit (RGP)
❑ Standard (IP)
1c. Has the NWP or GP number been verified bythe Corps?
rYes rNo
Nationwide Permit (NWP) Number: 27 - Restoration
Nationwide Permit (NWP) Number: 03 - Maintenance
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
FI 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
Individual Permit
1e. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
401 Water Quality Certification - Epress
® Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes G No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes G No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1 h. Is the project located in any of NC's twenty coastal counties?
r Yes G No
1j. Is the project located in a designated trout watershed?
r Yes G No
O Yes G No
O Yes G No
B. Applicant Information C"
1d. Who is applying for the permit?
P7 Owner ❑ Applicant (other than owner)
1a. Is there an Agent/Consultant for this project?*
f• Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
City of Durham - Department of Public Works
2b. Deed book and page no.:
WA
2c. Responsible party:
Dana Hornkohl, PE, CFM
2d.Address

Street Address
101 City Hall Plaza
Address Line 2
city
Sate / Rovince / R gion
Durham
NC
Postal / Zip Code
cour"
27705
USA
2e. Telephone Number:
2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Mackenzie Richards
4b. Business Name:
Kimley-Horn
4c.Address
Street Address
421 Fayetteville St.
Address tine 2
Suite 600
city
Sate / Province / Fdegim
Raleigh
NC
Postal / Zip Oide
Cantry
27601
USA
4d. Telephone Number:
4e. Fax Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
02_EWPStreams_SIGNED_Agent Authorization Form_20200506.pdf
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if aPProixiate)
1c. Nearest municipality/town:
Durham
2. Project Identification
2a. Property Identification Number:
Multiple (See Property Owners Map)
2c. Project Address
Street Address
Address Line 2
aty
Fbstal / Zip Code
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Third Fork Creek
3b. Water Resources Classification of nearest receiving water:*
WS-V; NSW
3c. What river basin(s) is your project located in?*
Cape Fear
2b. Property size:
2.4
Sate / Rovirae / Potion
C--"
325.64KB
3d. Please provide the 12-digit HUC in which the project is located.

030300020602
4. Project Description and History
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 proposed project, Emergency Watershed Protection (EWP) Streambank Repair: Site 3 (EWP-008 in the Plans), is located within the riparian corridor of two unnamed tributaries to
Third Fork Creek, south of Ward Street and east of James Street in Durham, Durham County, North Carolina. The area surrounding the project area is largely residential housing and
scattered commercial development.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
O Yes O No O Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Fig2_EW PSite3_USGS. pdf
672.76KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Fig4_EWPSite3_NRCS.pdf 2.1 MB
4f. List the total estimated acreage of all existing wetlands on the property:
n/a
4g. List the total estimated linear feet of all existing streams on the property:
772
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to repair and stabilize streams at four sites that experienced damage during Hurricane Florence, and this permit is for Site 3 of the overall
project. The stream repair and stabilization aim to improve the water quality functions of the stream and floodplain through enhancement of the natural ecosystem and riparian
community, control and reduction of streambank erosion, and improvement of aquatic and terrestrial habitat. Additionally, the project is proposing the repair and maintenance of several
ebsting aerial waterline and sewer crossings that were damaged during Hurricane Florence. Site 3 of the project consists of the repair and stabilization of a length of two tributaries to
Third Fork Creek as well as the repair and maintenance of an ebsting aerial sewer crossing.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The Site 3 proposed stream repair will include the grading of damaged and unstable stream banks to match natural channel contours, the placement of rip rap and boulder toe
protection along the stream banks to provide stabilization, and the installation of riffles composed of rip rap within the stream to establish grade control, reduce streambank erosion,
facilitate sediment transport, and enhance aquatic species habitat. The Piedmont Regional Hydraulic Geometry Curve data was used as a reference point for the proposed stream
contours and grade control structures. The proposed work was designed to
match natural conditions found along unnamed perennial and intermittent tributaries to Third Fork Creek. As part of the stream repair, stream banks that have been graded and
disturbed will be replanted with live stakes, bare roots, and herbaceous plugs to promote vegetation establishment and restore the overall function of the riparian buffers.
In addition, Site 3 of the project proposes to perform maintenance repairs on an epsting aerial sewer crossing that was damaged during Hurricane Florence. As part of this repair and
maintenance, two new support piers, outside of the OHWM, will be installed for an ebsting aerial sewer crossing and approbmately 68 linear feet of 8-inch P-401 lined DI carrier sanitary
sewer pipes encased with approAmately 58 linear feet of 16-inch steel casing will be constructed to replace the epsting line. Construction equipment typical of stream repair and utility
maintenance projects will be utilized including excavators, dump trucks, and other land clearing equipment.
4j. Please upload project drawings for the proposed project.
09_20210113_SIGNED_EWP Bank Stabilization. pdf 67.6MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
O Yes
Comments:
O No
5b. If the Corps made ajurisdictional determination, what type of determination was made?*
d Preliminary O Approved O Not Verified O Unknown O WA
Corps AID Number:
SAW-2020-01177
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): W. Sullivan and M. Richards
Agency/Consultant Company: Kimley-Horn
Other:
O Unknown
5d. List the dates of the Corp jurisdiction determination or State determination He determination was made by the Corps or DWR
A Preliminary Jurisdictional Determination was issued by April Norton of the USACE on April 12, 2020. A Buffer Determination was issued by Erin Deck of the NCDWR on August 11,
2020.
5d1. Jurisdictional determination upload
07_SAW-2020-01177_Site3_PJD.pdf 2.23MB
08_EWP Streambank Repair Site 3_buffer_approval.pdf 2.9MB
6. Future Project Plans
6a. Is this a phased project?*

4 Yes
M No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
The proposed EWP project is composed of three separate projects located throughout Durham. These three projects (Sites 1 & 2, Site 3, and Site 4) will be permitted as separate
projects. This permit request is for Site 3 of the project. No future phases or impacts are proposed as part of this project.
D. Proposed Impacts Inventory C")
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands Pr Streams -tributaries r! Buffers
r Open Waters ❑ Pond Construction
3. Stream Impacts
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
❑
M
Jurisdiction*
length*
S1
Site 3 - Stream Restoration
Permanent
Stabilization
S9 Ui to Third Fork Creek
( )
Perennial
Both
25
185
Average (feet)
(linearfeet)
S2
Site 3 - Stream Restoration
Permanent
Stabilization
S10 Ui to Third Fork Creek
( )
Intermittent
Corps
P
10
16
Avenge(feet)
(linearfeet)
S3
Site 3 - Construction Access
Temporary
Dewatering
S9 (LIT to Third Fork Creek)
Perennial
Both
25
82
Average (feet)
(linearfeet)
Sq
Site 3 - Construction Access
Temporary
Dewatering
S10 (LIT to Third Fork Creek)
Intermittent
Corps
10
36
Average (feet)
(linearfeet)
SS
Site 3 -Temporary Grassing
Temporary
Other
S10 (Ui to Third Fork Creek)
Intermittent
Corps
10
66
Average (feet)
(lir�earfeet)
31. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
201
31. Total stream and ditch impacts:
385
31. Total temporary stream impacts:
184
3j. Comments:
Unavoidable permanent impacts to two unnamed tributaries to Third Fork Creek (S9 and S10) will result from the restoration and enhancement of the
channel and banks, resulting in no loss of waters. Stream repair, restoration, and enhancement activities will include the grading of damaged and
unstable stream banks to match natural channel contours, the placement of rip rap and boulder toe protection along the stream banks to provide
stabilization, and the installation of rip rap embankment protection at drainage swales to prevent future erosion and sedimentation. The construction of
riffles within the stream is also proposed to establish grade control, facilitate sediment transport, and enhance aquatic species habitat. Proposed
temporary impacts to S9 and S10 will result from temporary access to facilitate construction/installation of stream enhancement structures, access for
streambank repair, and for temporary devatering via stream diversion to allow work in the dry. No permanent or temporary stream impacts will result
from the replacement of the ebsting aerial sewer line and support structures. However, temporary impacts will result from the removal of the ebsting
aerial crossing. This temporarily impacted area is covered under the permanent stream restoration impacts. Additionally, appropmately 66 linear feet
of stream S10 will be temporarily piped to allow for construction access to the Site. Upon completion of the project, the temporary pipe will be removed
and the channel restored to pre-epsting conditions.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
(heckall that apply.
❑ Neuse ❑ Tar -Pamlico
❑ Catawba ❑ Randleman
❑ Goose Creek ® Jordan Lake
❑ Other
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
Site 3 - Streambank Stabilization
P
S9 (LIT to Third Fork Creek)
No
663
0
Site 3 - Utility Line Aerial Crossing Supprots
P
S9 (LIT to Third Fork Creek)
No
50
0
Site 3 - Streambank Stabilization Access
T
S9 (LIT to Third Fork Creek) =1No
13,050
6,056
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 13,050.00 6,056.00

Zone 1 Zone 2
Total Permanent impacts: 713.00 0.00
Zone 1 Zone 2
Total combined buffer impacts: 13,763.00 6,056.00
61. Comments:
Permanent buffer zone 1 impacts at Site 3 will result from streambank stabilization activities including the grading back of stream banks and the
installation of structures to prevent future erosion. Additionally, permanent buffer impacts will occur at Site 3 due to the replacement of an extsting
aerial sewer line crossing and the construction of two new support piers. Temporary impacts at Site 3 will result from the necessary temporary access
to construct the proposed projects. Temporarily impacted areas will be returned to pre-epsting contours and planted with native vegetation upon
completion of the proposed work. The sewer line replacement will be located within the epsting sewer line easement.
Supporting Documentation
06_EW P_Site3_lmpactFig u re. pdf
E. Impact Justification and Mitigation
1. Avoidance and Minimization
8.7MB
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The project has been designed to improve the water quality functions of the streams and the associated floodplain, enhance and protect the natural
ecosystem and riparian community, control and reduce future streambank erosion, and restore aquatic habitat. Temporary construction and staging
areas for the stream repair and sewer line replacement have been located outside of jurisdictional areas to the extent possible while still allowing for
the necessary access points to construct the project. Additionally, the sewer maintenance includes the repair and replacement of an extsting aerial
sewer line, where new support piers will be located outside of the OHWM and within extsting sewer easement, resulting in minimal impacts to riparian
buffers.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Impacts to streams and protected riparian buffers within the corridor will be avoided throughout the construction process by equipment, materials, and
access corridors to the extent possible. Where feasible, staging and construction access routes will be located in upland areas throughout the
corridor. Silt fencing will be installed around the limits of disturbance to help ensure that all construction equipment will remain within the project area
throughout the construction process. Sediment control measures will be used to reduce stormwater impacts to receiving waters and minimize runoff
from the construction sites. Pump-arounds or water diversion devices will be installed within the streams to allowfor work in the dry. All temporarily
impacted areas will be returned to pre-epsting condition and replanted with native vegetation upon completion of construction.
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?
4 Yes O No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The proposed stream restoration and enhancement serves to improve the water quality within the watershed and will not result in a loss of voter; therefore, no stream mitigation is
proposed. Additionally, in accordance with the Jordan Lake Watershed Buffer Rules, buffer impacts resulting from "Restoration or enhancement' and "Utility, electric, underground,
perpendicular crossings" are considered allowable or exempt buffer impacts and therefore do not require mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR) A
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?
O Yes O No
What type of SCM are you providing?
❑ Level Spreader
❑ Vegetated Conveyance (lower SHWT)
❑ Wetland Swale (higher SHWT)
❑ Other SCM that removes minimum 30 % nitrogen
® Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
EWP_Site3_ESC Sheets.pdf 3.88MB
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
O Yes O No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
0Yes 0No
Comments:

Stormwater will not be concentrated, collected, or discharged as a result of the proposed streambank repair and utility maintenance. Additionally, as part of the stream repair,
streambanks that have been regraded and disturbed will be replanted with live stakes and bare roots, and will be hand -planted with herbaceous plugs to promote vegetation
establishment, restore the overall function of the riparian buffers, and maintain diffuse flow.
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?*
d Yes O No
Ill 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 (NEPAISEPA)?*
rJ Yes O No
Comments:*
NIVA
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)?*
O Yes 4 No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
4 Yes O No
3b. If you answered "no," provide a short narrative description.
The proposed project is a single and complete action and no additional development is anticipated as a result of proposed activity.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
0Yes 0No0 WA
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?*
6 Yes O No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
6 Yes 6 No
5d. Is another Federal agency involved?*
4 Yes O No O Unknown
5e. Is this a DOT project located within Division's 1-8?
O Yes 4 No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
d Yes 0 No
5g. Does this project involve bridge maintenance or removal?
0Yes 0No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
d Yes O 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 49 No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
A reviewof the North Carolina Natural Heritage Program (NCNHP) Element Occurrence Database (updated October 2020) identifies no known
occurrences of any federally -listed species in or within a 1.0-mile radius of the project area. The proposed project is not anticipated to impact any
federally -listed species known to occur in Durham County.
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? *
0 Yes 0 No

6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The NOAA Essential Fish Habitat Mapper was reviewed in November 2020. No essential fish habitat was identified within the project area or within the
vicinity of the project.
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 6 No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
A reviewof the State Historic Preservation Office (NCSHPO) HPOWEB GIS Service database performed in November 2020 identified no national
register, study list, or determined eligible sites within the project study area, however, historic resources were located within 1.0 mile of the project
study area:
Bartlett Mangum House (National Register) - located appropmately 0.58 miles southwest of the project area
Lakewood Park Historic District (National Register Historic District) - located approbmately 0.33 miles north of the project area
Mary Duke Biddle Estate (National Register) - located approbmately 0.32 miles northeast of the project area
Forest Fills Historic District (National Register Historic District) - located approximately 0.58 miles east of the project area
Maplewood Cemetery (Study List) - located approximately 0.86 miles northeast of the project area
Pauli Murray Family Home (Robert G. Fitzgerald House) (NHL) (National Register) - located appropmately 0.94 miles northeast of the project area
Morehead Fill Fistoric District Boundary Increase (National Register Historic District) - located appropmately 0.84 miles northeast of the project area
Morehead Fill historic District (National Register) - located appropmately 0.94 miles northeast of the project area
Due to the majority of the activity from the project being within and adjacent to the stream and the minimal visual or ground disturbing impact resulting
from the streambank repair and utility maintenance, it is anticipated that the proposed project will have no effect on any historical or archaeological
resources within the project vicinity.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
Be. Will this project occur in a FEMA-designated 100-year floodplain?
O Yes O No
8b. If yes, explain how project meets FEMArequire ments:
It is anticipated that no conveyance area will be gained or lost as a result of the proposed project. If this cannot be achieved, the appropriate FEMA
certifications will be applied for prior to construction.
8c. What source(s) did you use to make the floodplain determination?*
The FEMA Digital Flood Insurance Map (DFIRM) Panel 3720082100L (effective October 19, 2018) was accessed on November 19, 2020. Within the
project area, FEMA-regulated floodways, 1 % annual flood hazard areas, and 1 % future conditions are present.
Miscellaneous U
Comments
Miscellaneous attachments not previously requested.
00_EWPSite3_PCN Cover Letter.pdf 125.05KB
04_Fig5_EWPSite3_parcel.pdf 1.36MB
05_site3_parceltable.pdf 3.07KB
Fig 3_EWPSite3_JDFeat.pdf 1.38MB
Signature
® By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• 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:
Mackenzie Richards
Signature

Date
1/18/2021

AGENT AUTHORIZATION FORM
Name: Dana Hornkohl, P.E., CFM (Senior Engineering Manager)
Address: City of Durham, Public Works Department, 101 City Hall Plaza, Durham NC 27705
Phone: [phone], ext. *30246 or [phone]
Project Name/Description: SSA-1 Emergency Watershed Protection Professional Services Streambank Repair
Date: 05/06/2020
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Andy Williams
Field Office: Raleigh Rmulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The City of Durham - Department of Public Works hereby designates and authorizes Kimley-Horn and Associates, Inc. to
act in my/our behalf as my/our agent solely for the purpose of processing Jurisdictional Determinations, Section 404
permits/Section 401 Water Quality Certification applications, Neuse River Basin Riparian Buffer Determinations and
Authorizations, Jordan Lake Water Supply Watershed Buffer Determinations and Authorizations, and to furnish upon request
supplemental information in support of applications, etc. from this day forward until successful completion of the permitting
process or revocation by the owner.
In addition, I, the undersigned, a duly authorized owner of record of the property/properties identified herein, do authorize
representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the property herein
described for the purpose of conducting on -site investigations and issuing a determination associated with Waters of the U.S.
subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899.
Authorized this the 6th day of May 2020
Dana Hornkohl
Print Responsible Party's Name
Cc: Paul Wojoski
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Responsible Party's Signature

Legend
Project Study Area
CITY OF
DURHAM
0 200 400
Feet
Figure 2: USGS Topographic Map
EWP Streambank Repair: Site 3
Durham, Durham County, NC
June 2020

4(4
v
N
v
Ilk
t
x
Legend A
s'
Project Study Area ♦ 0 200 400
Feet
T -Ruff
Figure 4: NRCS Soil Survey
EWP Streambank Repair: Site 3
CITY OF Durham, Durham County, NC
DURHAM June 2020

MAP #
PIN
OWNER NAME
SITE ADDRESS
25
0821-17-21-1858
MOORE MITCHELL B
1705 WARD ST
26
0821-17-21-3883
STITSINGER ABIGAIL
1615 WARD ST
27
0821-17-11-9760
TRIANGLE RESIDENTIAL OPTIONS
1725 JAMES ST
28
0821-18-21-6619
WILKINSON SYLVIA J
1500 CLIFF ST
29
0821-17-21-1773
FEW INVESTMENTS LLC
1600 CLIFF ST
36
0821-17-21-2846
FEW INVESTMENTS LLC
1701 WARD ST
59
0821-21-43-5705
HAMILTON ERIC C
1700 SYCAMORE ST
60
0821-21-13-7782
ITRIANGLE RESIDENTIAL OPTIONS
11800 SYCAMORE ST
61
0821-11-95-7533
IBETHANY FOUR INVESTMENTS LLC
11801 JAMES ST

Proposed Impacts Legend
Proposed Stream Structures Buffer Zone 1 Permanent Stream Restoration Impacts
Proposed Grading Buffer Zone 1 Temporary Stream Restoration Impacts +}S t= t
Proposed Sanitary Sewer Buffer Zone 2 Temporary Stream Restoration Impacts
}
Proposed Riffles Buffer Zone 1 Permanent Utilities Impacts
Temporary Stream Impacts �� LOD
Permanent Stream Impacts
S
r
`3
.� � •fir
Delineated Features Legend , ,yam
49
Intermittent Stream`�''�' • 1
-�41��
Perennial Stream z
Jordan Lake Riparian Buffer Zone 1 (30') f-
Jordan Lake Riparian Buffer Zone 2 (20') 0 40 80
Feet
CITY OF
DURHAM
N
Ward
��A'IVA
�i�0i
•�i�i�i�i�i�i�i�. - .
Figure 6: Permit Impact Drawings
EWP Streambank Repair: Site 3 (EWP 008)
Durham, Durham County, NC
January 2021

EWP Site 3 Impact Table
Site
-
Reason
-
Wetlands (ac.)
..................................................................................................................................................................................................................................................................
Permament Temporary
I Streams (LF)
Permament Temporary
Neuse Buffer Zone 1(ft2)
Permament Temporary
Neuse Buffer Zone 2 (ftz)
Permament Temporary
Site 3
Site 3
Stream Restoration
Sewer Replacement
- -
- -
201 118
- 66
663 13,050
50 -
- 6,056
- -
Totals
- -
201 € 1841
713 € 13,0501
6,056

ti
•a � � � y, � C � ice: s r t
. r
, r 1
i
d
At
IL
01
.
v ,(
,vt•'. ;1.� •wr
Legend yam.• f v .
Intermittent Stream'
—'%o^- Perennial Stream
0100 200
Project Study Area rc
Feet
Figure 3: Jurisdictional Features Map
EWP Streambank Repair: Site 3
CITY OF Durham, Durham County, NC
DURHAM June 2020

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
____"'Y8" TO 12" SPIKES VARY TIMBER SIZE GRIP DRAG CHAIN
FILL PORT WITH CAP EVERY 2 FT UNEVEN SURFACE FOR
DETAILA INTERNAL STABILIZATION BAFFLE IMPROVED TRACTION
WATER SURFACE
ELEVATION (WSE) OF DIVERTED
La FILL PIPE 7.0' MIN. OFFSET STREAM BASE FLOW.
7/
WIDTH FROM BANK /7/
0
Wl = 3D o00 00 -
0 00000 00 - CHOOSE TIMBER WITH SIZE
A 00000000000o A DRY WORK MIN. COFFER O O WISE OF DIVERTED BASE AND STRENGTH TO SUPPORT
DODO 000o AREA HEIGHT = 4.0' FLOW AT
SECTION A -A CONSTRUCTION EQUIPMENT
0 0 00 O O O 75% OF DAM HEIGHT
00 000o00 000
r'000000000 0 c
00000o 00000o W2 = Do + SPIKES EVERY 2 FT
La DRAIN
00000°0 000o° WITH CAP LENGTH AS NEEDED
°°0o000 0 EXISTING STREAM MIN. COFFER
MIN
00 00 GRADE WIDTH = 9.0' INTERNAL GRIP/DRAG CHAIN
Plan ° STABILIZATION
FRONT ELEVATION WIDTH AS NEEDED STAGGERED ENDS
FILL PORT TO GRIP BANK
WITH CAP,
Tailwater � 0.5 Do TYP.
O o 0 O o 0 COFFER DAM GENERAL NOTES FILL PIPE SUGGESTED HARDWOOD
0 000° O °00° C_
THREADED ROD ON OUTER SUPPORT
00 00000 T 1 AWATER-INFLATED TEMPORARY DAM, OR APPROVED EQUAL, SHALL BE USED FOR THE COFFER EVERY 3 FT
Filter Fabric 2. DYNAMIC WATER HEIGHT CONDITIONS SHALL NOT EXCEED 75% OF THE PROPERLY FILLED HEIGHT OF 1. PREDRILL AND INSET 3/4" THREADED STEEL RODS
THE BARRIER, OR MANUFACTURER SPECIFICATIONS.
EVERY 3' AND SECURE WITH AT LEAST ONE NUT.
Section A —A 3. THE CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OR MANUFACTURER'S TECHNICAL 2. NAIL INDIVIDUAL TIMBERS TOGETHER EVERY 2' WITH
Pipe Outlet To Flat Area SPECIFICATIONS FOR THE COFFER DAM PRIOR TO CONSTRUCTION. 8' TO 12' BARN SPIKES.
With No Defined Channel 4. THERE SHOULD BE A MINIMUM 7.0' OFFSET WIDTH BETWEEN THE EDGE OF THE COFFER DAM AND LIFTING LOOP (OPTIONAL)
THE STREAM BANK TO DIVERT THE STREAM BASE FLOW. THE CONTRACTOR SHALL INCREASE THIS STREAM CHANNEL BRIDGE MAT
WIDTH AS NECESSARY TO INSURE THE SAFE PASSAGE OF STREAM WATERS AROUND THE WORK
AREA. PLAN VIEW
DETAIL B
La
I i
o ��III��I � �0 III�II� Il�dll,4i I II Ii°III III l,ol
SURFACE FLOW
FILL PORT WITH CAP FILL PIPE
DIVERSION
O0 0000 ZZzz
Ioh
l
Wl = 3D o 0 0 00000 0000 LIFTING LOOP 1
O 00 00 00
O O 0 LIFTING LOOP OPTIONAL
A o 0o0o o00 0000 00 0000 00 0000 0 (OPTIONAL) (OPTIONAL) Iliil
o00o00 o00o0o Oo0000 000000 000 A
oO° 0 °0O° 00000 00000),0 000—
OO 00000 0o000 0o0OO 000
00 0000o00 O°00o00 0000o00 00000
000 0 000 0 000 0 000 0 OOo
O 0 0 0 0 0 O 0000 0 0 0
0 0=0 �O 0=0 0°O 0 0=O W2 = Do + 0.4La THERMAL SEAL O Ili
000000 000000 000000 000000 000 " THERMAL SEAL III
00000 00000, 000°00 000°00 000 w
OO o000 0000 0000 OOOO
° 00 00000 O00o0 O=0°0 DRAIN WITH CAP DRAIN WITH CAP 1
0 ° 000 00 0 000 00 0 O00 DRAIN WITH CAP
000 00 0 00 0
0 0 00 SIDE ELEVATION BRIDGE MAT
RECOMMENDED RECOMMENDED
SLOPE 1%2.1 OR FLATTER 1 /4 SUPPORT q 1 /4 SUPPORT
Tailwater > 0.5 Do
°000 000 EXAMPLE OF WATER FILLED COFFER DAM("2 2'-3' TYP•
H 00
000= 0 000° o A
NOT TO SCALE
00000 T — STREAMBANK
o BASE FLOW SURFACE FLOW
Filter Fabric SURFACE FLOW DIVERSION
DIVERSION
Section A —A WIDTH
H = Rip Rap to Top of Pipe (Max. H = D + T) �� A
T=1.5-Dmax , Unless Otherwise Shown On Plans SF SF TYPICAL TIMBER MAT 4
Pipe Outlet to Well —Defined Channel >— J
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS SILT FENCE LOCATED
AROUND PERIMETER OF
I. Ensure that the subgrade for the filter and riprap follows the required lines and grades shown TEMPORARY STOCKPILE NOTE
In the plan. Compact any fill required in the subgrade to the density of the surrounding undisturbed SEE DETAIL 5 e FOR SILT FENCE DETAILS.
material. Low areas in the subgrade on undisturbed soil may also be filled by increasing the
riprap thickness. TEMPORARY SOIL STOCKPILE
2. The riprap and gravel filter must conform to the specified grading limits shown on the plans. LENGTH T R
L
J. Filter cloth, when used, must meet design requirements and be properly protected from SLOPE 1 SLOPE 2
punching or tearing during installation. Repair any damage by removing the riprap and sF sF HEIGHT
placing another piece of filter cloth over the damaged area. All connecting Joints should I sF
overlap a minimum of l foot. if damage is extensive, replace the entire filter cloth. u - - - - - - - - - L
4. Riprap may be placed by equipment, but take care to avoid damaging the filter.
5. The minimum thickness of the riprap should be l.5 times the maximum stone diameter. SECTION A -A
■1
11
0110006
_
MEN
tt`i.••
. •.
♦•►O�
1 USE SAFETY FIL
FABRIC OR ADD
WARNING SIGN
6. Riprap may be field stone or rough quarry stone. It should be hard, angular,
highly -resistant
SF SF
FABRIC -SEE SPECIAL SIDE VIEW
weather and well graded.
�_ A
PROVISIONS
7. Construct the apron on zero grade with no overfall at the end. Make the top of the
riprap at the downstream end level with the receiving area or slightly below it.
PLAN VIEW
FRONT VIEW
8. Ensure that the apron is properly aligned with the receiving stream and preferably
strninht thrniinhniit lta lannth if n niirve la naerlarl to fit sites nnnr/ltlnns nlnna it in
NOTES
the upper section of the apron.
STOCKPILE DIMENSIONS
WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
LENGTH
I WIDTH
I HEIGHT
I SLOPE 1
1 SLOPE 2
9. Immediately after construction, stabilize all disturbed areas with vegetation.
LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
Cl/�AIC CU AI I ME' MIAf�Cn AT an' .AAV! k AI I., IAITCO%,AI C'
STOCKPILE 11
80'
1 80'
10' MAX.
3:1 MAX.
3:1 MAX.
JI VI\J JI 1/lLL UL 1 L(l lrLV - - IVI­IIVIVIVI 111 ILIN VP .
MAINTENANCE PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER.
FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN
Inspect riprap outlet structures after heavy rains to see if any erosion around or PER PROTECTION AREA. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
below the riprap has taken place or if stones have been dislodged. Immediately MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
make all needed repairs to prevent further damage. TEMPORARY STOCKPILE
NOT TO SCALE COMBINATION SILT FENCE/
�
OUTLET STABILIZATION STRUCTURE 5
NOT TO SCALE 3 3
TREE PROTECTION FENCE
NOT TO SCALE
KHA PROJECT 13/2021
011494113 EWP STREAMBANK ,,•�`�����CA RO'''•,, SHEET NUMBER
In Horp
> DATE �'t •......R
01 /13/2021 STABILIZATION ate: •°��SS,°••• �9
y:
SCALE AS SHOWN �o nedbL EROSION CONTROL DETAILS © 2020 KIMLEY-HORN AND ASSOCIATES, INC. - DTL-3
PREPARED FOR - � ;
421 FAYETTEVILLE STREET, STE. 600, RALEIGH INCOB,984F
C 27601 DESIGNED BY JLM : e� •. ,ji ���
PHONE: [phone] FAX: [phone] : $�' •• C 1 NE •••
DRAWN BY DLH CITY OF D U RHAM ���''.�FFR.......
•L :'•`�''
WWW.KIMLEY-HORN.COM '�,,,��������.
rNo. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
GEOTEXTILE DEWATE
DIRT BAG WITH STABII
e OU
4
BY-PASS PUMP OUTLI
WITH ENER(
DISSIPATOR, T)
E
IMPERVIOUS DIKE, TYP.
e4
DEWATERIN
FOR SEDIMENT LADE
WITHIN WOF
EDGE OF FLOODPLAI
TY
DRY WOF
TEMPORAF
PUMP
SEQUENCE OF CONSTRUCTION FOR TYPICAL STREAM WORK AREA
1. CONTRACTOR SHALL DETERMINE A PROPOSED SIZE AND LOCATION OF GEOTEXTILE DEWATERING DIRT
nwn rnn wnnnn,iw, nv r„r rw,nu,rrn nn,nn rn u.,—w, l_ATION.
D.
:ESSARY TEMPORARY FLEXIBLE HOSE.
BAG.
IS TO ISOLATE THE WORK AREA. BEGIN
' AROUND OPERATION. BEGIN
EWATERED SHALL BE EQUAL TO ONE
1E PLANS.
E REMOVAL OF IMPERVIOUS DIKES AND/OR
PUMPS, AND TEMPORARY FLEXIBLE
ST).
f THE END OF EACH WORK DAY. THE
ONLY SHOW THE UPPER AND LOWER
NTRACTOR IS RESPONSIBLE FOR
FOR EACH DAY'S WORK.
SEDIMENT AND DIRT BAG. STABILIZE
. NOTES
ION SHALL BE PERFORMED IN ONLY DRY OR
P—AROUND WORK ASSOCIATED WITH THIS
0 ISOLATE WORK FROM STREAM FLOW WHEN
NCIDENTAL TO THE WORK. THIS INCLUDES
'TING, PRIOR TO PREDICTED RAIN FALL
AROUND FOR PREDICTED EVENT.
:WATER THE WORK AREA.
NOTES.
S
9q�Fq,y
qOw
EXAMPLE OF PUMP -AROUND OPERATION
FLOW
> PONDED
WATER
PLATE UPSTREAM SIDE
OF IMPERVIOUS DIKE WITH
SANDBAGS, RIP RAP OR
OTHER NON —ERODIBLE
MATERIAL, 1 FOOT THICK
HEIGHT WSE�
1 /2 BKF DEPTH MIN.
OR WSE + 1.0'
TRENCH IN FABRIC
MIN. 1 FOOT
FILTER FABRIC PER
SPECIFICATIONS
PLAN VIEW
CLASS I RIP RAP, NEW
JERSEY BARRIER OR
OTHER APPROVED
NON —ERODIBLE MATERIAL
SECTION A —A
NOT TO SCALE
DRY WORK
AREA
PLATE WITH IMPERVIOUS
POLYETHYLENE
MEMBRANE, 20 MIL
THICK
DRY WORK
AREA
IMPERVIOUS DIKF�aI
NOT TO SCALE
EXISTING STREAM BED
BE
1E DAY.
kL WORK
EXISTING STREAM
TOE OF BANK, TYP.
TOP OF EXISTING
STREAM BANK, TYF
MINIMUM RE,
FLOW WIDTH
OF BANK SL
EXAMPLE OF STREAM DIVERSION OPERATION(z.o, ,4
4 x D
0 0
A o 0 o A
PUMP
X ]WELL GRADED
a HOSE MIX 8"-12"
RIP RAP
1�
2
ENERGY DISSIPATOR PUMP OUTLET,
NOT TO SCALE
GEOTEXTILE DEWATER DIRT BAG GENERAL NOTES
1. GEOTEXTILE DEWATERING DIRT BAG DIMENSIONS ARE VARIABLE AND DEPENDENT ON SPECIFIC SITE
CONSTRAINTS AND PROPOSED CONSTRUCTION OPERATIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE SIZE AND LOCATION OF THE
GEOTEXTILE DEWATERING DIRT BAG FOR APPROVAL BY THE ENGINEER PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR SHALL INSURE THAT THE DIRT BAG IS OF A SUFFICIENT SIZE AND STRENGTH TO
PROPERLY DEWATER THE PUMP HOSE INFLUENT.
4. DIRT BAG SHALL BE REPLACED WHEN FULL OF SEDIMENT OR WHEN FLOW THROUGH BAG IS LIMITED
BY SEDIMENT ACCUMULATION.
5. IF GEOTEXTILE DEWATERING DIRT BAG IS PLACED IN EXISTING VEGETATED AREA ADJACENT TO AN
UNDISTURBED STREAM NO OUTLET IS REQUIRED (PREFERRED). IF GEOTEXTILE DEWATERING DIRT
BAG IS PLACED ON DISTURBED SOIL THEN A STABILIZED OUTLET/CHANNEL NEEDS TO BE PROVIDED.
6. THE STABILIZED OUTLET WILL BE A MINIMUM OF 1' THICK AND CONSIST OF A WELL GRADED MIX OF
1"-6" RIP RAP PER THE DIMENSIONS BELOW. PLACE FILTER FABRIC BETWEEN THE RIP RAP AND
SOIL FOUNDATION. THE STABILIZED OUTLET WILL EXTEND FROM THE SPECIAL STILLING BASIN TO
THE BANK OF THE CHANNEL BELOW THE WORK AREA.
0.5'
SEWN IN SPOUT
PUMP
DISCHARGE
HOSE
HIGH STRENGTH —J
STRAPPING FOR
SECURING SPOUT TO
PUMP HOSE
0.5' LAYER OF NCDOT
NO. 57 STONE
0.5' LAYER OF 2"-3"
RIP RAP
3:1
NON —WOVEN FILTER FABRIC
GEOTEXTILE DEWATERING
FILTER BAG
LENGTH RANGE
6.0'-15.0'
PLAN VIEW
O
O
LL
0
3:1
3.0 FEET T
STABILIZED OUTLET
HIGH STRENGTH DOUBLE
STITCHED "J" TYPE
SEAMS
Y
III III
PUMP
DISCHARGE
HOSE EXISTING GROUND
SEE NOTES 5-6
LENGTH RANGE
111, 6.0'-15.0'
EXI
WIDTH
RANGE
4.0'-15.0'
f\►
w
FLOWcr
cn
ND
GEOTEXTILE
DEWATERING STABILIZE OUTLET
DIRT BAG AS NEEDED
\ FCou
DIRT BAG TO BE PLACED
ON 0.5' OF NCDOT NO. STREAM BANK.
57 STONE PROVIDE STABILIZED
OUTLET TO STREAM
SIDE VIEW CHANNEL
GEOTEXTILE DEWATERING DIRT BAG K`�
NOTES:
1. TURNING RADIUS SUFFICIENT TO ACCOMMODATE
LARGE TRUCKS SHALL BE PROVIDED.
2. ENTRANCE S) SHOULD BE LOCATED TO
PROVIDE OR UTILIZATION BY ALL
CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF
MUD ONTO STREETS. PERIODIC TOP DRESSING
WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY
MUST BE CLEANED UP IMMEDIATELY.
5. GRAVEL CONSTRUCTION ENTRANCE SHALL BE
LOCATED AT ALL POINTS OF INGRESS AND
EGRESS UNTIL SITE IS STABILIZED.
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED.
6. NUMBER AND LOCATION OF CONSTRUCTION
ENTRANCES PER THE PLANS OR DETERMINED
BY THE ENGINEER.
7. WHERE A PIPE IS SHOWN ON PLANS, SEE
SPECIAL PROVISIONS.
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
KHA PROJECT 13/2021
011494113 EWP STREAMBANK ������CJIJ?�' SHEET NUMBER
DATE ; a0: •�FESS/p••. y9
01 /13/2021 STABILIZATIONK >>> Horn _ y
ey
°°°� d b O 2020 KIMLEY-HORN AND ASSOCIATES, INC. SCALE AS SHOWN ; ` • �.: ER OSION CONT ROL DETAIL
S
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY JLM PREPARED FOR ;� ••��B7984F • �; DTL-4
PHONE: [phone] FAX: [phone] $�' 1
WWW.KIMLEY-HORN.COM NE••• ��
DRAWN BY DLH CITY OF D U R H AM ��''. �FFR L
'�,,������.
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC ""ill

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
MUD MATS
AX
• 8'-0" MAXIMUM
• n\\\ VARIABLE AS DIRECTED BY THE ENGINEER
SUPPORT LOG, SILT FENCE FABRIC
12" MIN. MINIMUM 10 GAUGE INSTALLED TO SECOND
FILTER FABRIC CLASS B STONE LINE WIRES WIRE FROM TOP kd
MINIMUM 12y2 GAUGE
STREAMBANK
INTERMEDIATE WIRES
BOULDERS OR APPROVED
NOTES: EQUIVALENT GRADE
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS AT NORMAL
BASEFLOW.
2. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO ) ke"
NOT EXCAVATE CHANNEL BOTTOM. FRONT VIEW
3. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.
4. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION
ROAD DOES NOT ENTER EXISTING CHANNEL.
5. STABILIZE AN ACCESS RAMP OF CLASS B STONE TO THE STEEL POST
EDGE OF THE MUD MAT. WOVEN WIRE FABRIC
6. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP
ANGLE ACCORDING TO THE EQUIPMENT UTILIZED. SILT FENCE FABRIC
MAINTENANCE: o
3 FILL SLOPE
1. INSPECT TEMPORARY STREAM CROSSINGS AFTER to
RUNOFF —PRODUCING RAINS TO CHECK FOR BLOCKAGE IN a * FOR REPAIR OF SILT FENCE FAILURES
CHANNEL, EROSION OF ABUTMENTS, CHANNEL SCOUR, RIPRAP N USE SILT FENCE OUTLET DETAIL
DISPLACEMENT, OR PIPING. MAKE ALL REPAIRS IMMEDIATELY "' GRADE
TO PREVENT FURTHER DAMAGE TO THE INSTALLATION.
� -8" MINIMUM COVER
OVER SKIRT, NOTE:
ANCHORED 4" * USE SILT FENCE ONLY WHEN DRAINAGE AREA
TEMPORARY DEEP STREAM CROSSING W MUD MAT N DOES NOT EXCEED 1/4 ACRE AND NEVER IN
/ AREAS OF CONCENTRATED FLOW.
NOT TO SCALE
SIDE VIEW
uincurn crnKir
STREAM BANK
AND SEDIMENT CONTROL PLAN SHEETS
TEMPORARY STREAM CROSSING
NOT TO SCALE
TEMPORARY SILT FENCE
NOT TO SCALE
s
B
\P
40"
WITH PIPE 5
MIN. 10 GA.
LINE WIRES
GRADE Trr_rr_
1-1I 1-1
_T
4"
3 TREE PROTECTION AREA
4" 18"
3 DO NOT ENTER
4"
WARNING SIGN DETAILS
1111L
aLi
N
Ell
"WA'RONING"SlITN7
II � I
111
IIII IIII IIIIII
IIII IIII � II IIII
/_ PLANT CANOPY, DRIPLINE
8' MAX. VARIABLE AS
DIRECTED BY THE ENGINEER
MN. 12-1 /2 GA.
WIRES
ORANGE, UV RESISTANT,
HIGH - TENSILE STRENGTH,
POLY BARRICADE FABRIC (TYPICAL)
I�T
NOTES:
1. ALL PLANTS TO BE SAVED
SHALL BE PROTECTED BY
FENCING AS SHOWN IN THIS
DETAIL.
2. CONTRACTOR SHALL INSTALL
FENCING PRIOR TO BEGINNING
ANY CONSTRUCTION OR
GRADING ACTIVITY.
3. CONTRACTOR SHALL CALL FOR
INSPECTION AND APPROVAL OF
PROTECTIVE FENCING PRIOR TO
BEGINNING ANY CONSTRUCTION
OR GRADING.
4. PROTECTIVE FENCING SHALL BE
LOCATED AT OR OUTSIDE
DRIPLINE OF TREES AND 1'
MINIMUM OUTSIDE SHRUBS OR
OTHER PLANTS.
6' STEEL T POST
(FACTORY PAINTED)
-ORANGE, UV RESISTANT, HIGH -
TENSILE STRENGTH, POLY
BARRICADE FABRIC (TYPICAL)
,r--EXISTING PLANT
/ LIMIT OF CANOPY, DRIPUNE
PLAN VIEW
PLAN VIEW OF PROTECTIVE FENCING
AROUND SINGLE TREE- EXPAND AS NECESSARY
TEMPORARY TREE PROTECTION FENCE (4
NOTTO SCALE
KHA PROJECT r1 13/2021
011494113 EWP STREAMBANK %%������'' SHEET NUMBER
DATE ; a0: •*FESS/p••. y9
STABILIZATIONKI I ey))) H o r P _ ybr
:•
01 /13/2021 •Q
© 2020 KIMLEY—HORN AND ASSOCIATES INC. SCALE AS SHOWN = �o�nedo _ EROSION CONTROL DETAILS
421 FAYETTEVILLE STREET, STE. 600, RALEIGH INC 27601 DESIGNED BY JLM PREPARED FOR �� •• ADB79 aj d0 DTL-5
PHONE: [phone] FAX: [phone] �''$�' •• C ...
DRAWN BY DLH CITY OF DURHAM-"'�'&R
WWW.KIMLEY-HORN.COM '�,,,���-����.
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
O
Q
CARRIER FLOAT STEEL CABLE
= MAXIMUM WATER SURFACE (MIN. 29 LBS/FT BUOYANCY)
E
Y
O
T
Q
O
0
Q
O
FLU
0
Q
ANCHOR CABLE OR CHAI CURTAI
FABRIC
0 INSTALL SILT
= CURTAIN IN "U"
SHAPED
Y Z: DEPLOYMENT
CURTAIN WEIGHT
0 ANCHOR (MIN. (18 OZ/SQ YD)
40 LB ANCHOR A A
PER 100' OF
0 CURTAIN) RIVERINE FLOW
HANNEL BOTTOM ;i WORK
N AREA
0
O
0
N
0
PLAN
DEPTH = 1.1 x BANKFULL DEPTH
O
SECTION A -A
WIDTH = 1.2 x CHANNEL WIDTH
NOTES:
DOUBLE SILT CURTAINS SHOULD BE SPACED 10' APART.
0
FLOATING SILT (TURBIDITY) CURTAIN
Q
NOT TO SCALE
E
0
O
Q
O
Q
0
0
O
a
a
O
Q
O
0
T
O
0
0
0
O
Q
0
0
Q
O
0
O
O
KHA PROJECT 1 13/2021
011494113 EWP STREAMBANK �����������' SHEET NUMBER
KI ey>>>Horn
,,���.�,��••. ARp�
DATE •�FESS/p••. ?9
01 /13/2021 STABILIZATION _ y
•Q 9
© 2020 KIMLEY—HORN AND ASSOCIATES, INC. �o�i�nedb EROSION CONTROL DETAILS
SCALE AS SHOWN DTL-6
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY JLM PREPARED FOR �$ �.� �
PHONE: [phone] FAX: [phone] CITY OF D U RHAM '��''y�FF •••••••• �,`
DRAWN BY DLH
WWW.KIMLEY-HORN.COM ''�,,,� R ����`��
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
Q
EROSION CONTROL LEGEND
LoD LIMITS of DISTURBANCE GRAPHIC SCALE IN FEET
hV SILT FENCE
0 25 50 100
E TPF TREE PROTECTION FENCE Q
TPF _ COMBO SILT FENCE/ -
TREE PROTECTION FENCE `
0
CD COFFER DAM \ (-
__
SIC SILT CURTAIN
NOTES:
TEMPORARY CONSTRUCTION ENTRANCE-
�� 1. CHANNEL WORK MUST BE COMPLETED "IN
/,/moo J es
_ THE DRY . TO CONSTRUCT STRUCTURES IN
TEMPORARY HAUL ROAD
STREAM CHANNEL, FLOW TO BE DIVERTED
TEMPORARY STAGING AREA r—= `\l — Jf /%��` �— m ) \ f i AROUND WORK AREA AND SILT CURTAIN
r / o�4g r i \ VLF/ /�.�
=a —/ \� ! �M�1�=� —„_EWP — 008 —N —-'/' /r \\�\ —;' r—= INSTALLED DOWNSTREAM TO REDUCE
— _ SEDIMENT ENTERING DOWNSTREAM
PUMP AROUND OPERATION � / � - Jy � — — � J — J — — y
L SHEEToESC-7 — --
o 1 =� ��=� ��'—� E�' J,--\'/ r�/o \ \ CHANNEL. STRUCTURE MAY BE BUILT IN
�r-- ' y 4 _ Y~ \ f SECTIONS TO WORK "IN THE DRY" STREAM
\__—
GEOTEXTILE DIRT BAG _-_ %D �_ —/-- -- ' �_ m� /_ / �1 —v��
GDB �o — — _ ��, aTea_55F �pr — — DIVERSION AREA.
Y — 1 50FT� ��z'S��`s�ae� 50F / �1 -
- 2. SEE PLANTING NOTES AND DETAILS (SHEET
® TIMBER MAT aa,A � M: - =o Q �° OE �/ —
1jo Wyl —m / P-11) FOR LOCATION OF COIR MATTING
_ J _ �� � \ l � — INSTALLATION.
Q —
�� IMPERVIOUS DIKE O eP°�NoSTRF
x, axne l— z gLi
o NO _ oxcu /\ N GR��1450
— J// `c/✓^,
TEMPORARY STREAM CROSSING W PIPE � a fi v� �—
� / 40
_ TEMPORARY DEEP STREAM CROSSINGLz
wwLP
Ar
vv���.�'�%�/ �v 10 o
l�w-----
,
\ n \ / 1 om
o
--��_—
o
J
O
u
o Q
J
_m
o
J
u
m
Q
J
u I
-o ✓�MFS ST RFET
� J
m
c
u
22
E
Q
N
Q
0
0
0
KHA PROJECT 1/13/2021
011494113 EWP STREAMBANK SHEET NUMBER
DATEIn Horp ; a0: •�FESS/pA••. ?9
01/13/2021 STABILIZATION :Q ftht 9ndq;�q' = EROSION CONTROL KEY SHEET
SCALE AS SHOWN = `•
© 2020 KIMLEY-HORN AND ASSOCIATES, INC. PREPARED FOR ESC 6
421 FAYETTEVILLE STREET, STE. 600, RALEIGH NC 27601 DESIGNED BY JLM �'••�Y� NE�c� EWP - 008
� • 3ADB79S 4 �
PHONE: [phone] FAX: [phone] CITY O F D U RHAM �,�'y�FFR••` ,••���`,
DRAWN BY DLH
WWW.KIMLEY-HORN.COM ''�,,1�.;o-0
No. REVISIONS DATE BY NC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

DocuSign Envelope ID: 62AD21 137-8585-45EF-13413F-4830238571A4
6
U 4J Y W O O N M J Q M / / - O
EROSION CONTROL LEGEND Zooms o �; aQ�NM / r �/ ���� / \� '(UN_o T ~ —/ �/ / ) / rn owonw'/ \
Z m m o 2 ro W tLl „ N" /�, Z o- w .- SOOo _ _ — _ — — PEN Sr� \ `
-o w O o- m Z Q ti O o ti/ Q,2 ry ` Q w — C� — \ _ 0 T
Q 4�p �_tia2 1, \ _ \ Eoi
WW3�i'N rn mr 7' a�� \ _ r —\ 5 NPB srRO W II M lr P aj W �',� h Q O J \— "'✓V °°N
a / a�2Zti Q MM,I Uoo��'M �ou�^ate_/ \ - asp is/°TE) / / / n \\ J `—// \—// / o�2YOo 1 \
c LOD LIMITS OF DISTURBANCE / >N2uti / JiZjw //�Zu ,QNVM o \ _ _� / \ \ `� / --/ �-- 1 / / / �o�ooQ
a /--
¢��� �M�2o aWo� \ J-\ / / NOTES:
= SILT FENCE �aZ>> �^�� I /wYo zmm \--�- / CONTRACTOR SHALL INSTALL TIMBER MATS _/ \J ` ` woo
=z w a // �10 �oaQ� - IN LOCATIONS WHERE EQUIPMENT CROSSES _ W - // ¢�a�1. CHANNEL WORK MUST BE COMPLETED "IN
_TPF —TREE PROTECTION FENCE \ -Z sz4--- /- SANITARY SEWER OR MATERIALS ARE STOCKPILED. SOFT / // �`- a MM Q / W / 1 5X
/ / _ / -_ / \` SOFj —� THE DRY". TO CONSTRUCT STRUCTURES IN
lvl�8"DIP T / / TPF �� 2 F --- F� =�� 50FT —�� 6 z o jo -n - — 50FT / 50F - So,T STREAM CHANNEL FLOW TO BE DIVERTED
COMBO SILT FENCE/ / TPF TPF -__/� eN2 a�°�ooFT r'\- \ '
TPF \ Z p .� / 8" PV �i-� /- n ti-sN,... / l —
:- TREE PROTECTION FENCE \ �o�F� - �- ZII��� mW NZ \ AROUND WORK AREA AND SILT CURTAIN
Q2 ^ TPF L ,Q�/ \
TP
COFFER DAM
\ '�oN INSTALLED DOWNSTREAM TO REDUCE
CD
j Q�Z m�Y MZ�I Z \ l�o� W l�o� -� \ \ /' SEDIMENT ENTERING DOWNSTREAM
Sc SILT CURTAIN 1�0� ^� / CHANNEL. STRUCTURE MAY BE BUILT IN
dd CA,\ N9X
TEMPORARY CONSTRUCTION ENTRANCE -� �GQ O=z o° 1�0� - off° —�� �d10 o / i ' I�B�OVNT o/ C SECTIONS TO WORK "IN THE DRY" STREAM
^� ° �� jJ� %" N J/ / `uN°PF srR DIVERSION AREA.
c ........ / / l rn u/..: W ro N\ `/ j / \ !o - 3,$` 56"'VI) Og4 PNSTR` 7'/ \
TEMPORARY HAUL ROAD 328 z..:= : I � �� � � �,_ �,� _ 15, � > _ 2. SEE PLANTING NOTES AND DETAILS (SHEET
:.Q�. \ " , _ — ___`�� P-11) FOR LOCATION OF COIR MATTING
W 4'X4'BO CULVERT w 320 = Q `"� �°'� ��� b�£ \ \ \�� 4 �- \ / / / — / / a \
o TEMPORARY STAGING AREA M \ G� \� o —
f� o G 2 �o��(]y M=- _ — _— \ _, ' / ; �`, j INSTALLATION.
o o
PUMP AROUND OPERATION
OU
E GDB GEO EX ILE DIRT BAG /Q a� o�� Q zz \ // 0 7
Y 2 O .! o Z�W h M, A 321- S'P7 2 m �)
S�NO�aQW T QW
®
o TIMBER MAT - z a
d %r a° OF \/
1Ywo0gQ LOD J 32 3 o a w 1 T M
-o — 131 3 F° O
ID IMPERVIOUS DIKE / /��'\ \ \ o�� Qo r\ \ 3Z1FT \ % \ \ 0
1Wa 32a yL
1
TEMPORARY 42 PIPE , 30F \ \ / 3oFr \ J(r_TEMPORARY 42" PIPE-
/ / / / / \ \ \ \ \ STREAM CROSSING. 3oFT - J _ - - \ --� ) \ \ STREAM CROSSING. /
/ o
\ °V ~/T�l(o
0
\1r/ ITEMPORARY STREAM CROSSING W/ PIPE �F 1j0°
1hOS-\
�
TEMPORARY DEEP STREAM CROSSING �w�h \ ---~\ \\�\ \ \ �`i'� 1 —\ \ 1 \ �� �� \ I(� I \ SOS ---- ---�\
mew^^ ` \—\ —\ \ \ \ N^ZpQ�uw C )1 ( �%l
NraQ1 _I I
o.- I� \ \\ \ \
co F
EXAMPLE OF STREAM PUMP AROUND OPERATION TO INSTALL \ \ \ - \\ l \ - \ 1 \ ` \ a ` �I 1 \ / 1 1 J sr N �, Ww, rl
IN -STREAM STRUCTURES. ALL WORK MUST BE COMPLETED IN THE DRY. J NM
STREAM PUMP AROUND MAY BE MOVED ACROSS CHANNEL AS 1 \ I \ \ \ \ / - \ \ / / ��111 ti Q:
WORK IS COMPLETED ON STRUCTURES THAT SPAN THE CHANNEL. \--/ \\ \\ �� \ \\ \ ( \\ � / I 1 (� //(v///J/ :gym `------ -- Zw�oa /
o�ooa
I
i
TEMPORARY 18" PIPE
v / /
STREAM CROSSING.
v Q O
o � J
m
O
0
a
J
0
0
m
J
Q
W�_
ul ^
O
1 � 3
J R 2j
O
ti
Z
Q Z
c
J
c 0
J
u
' J
0
/ C1
E
Q
L O
0
J
TRFFT .:g
/ J
m
Q
o
J
o Q°
Q \ V
m
c O
0 oO7
U
GRAPHIC SCALE IN FEET
o
0 15 30 60
Qz-
C)
0
KHA PROJECT 1/13/2021
011494113
EWP STREAMBANK --''. SHEET NUMBER
In Horp DATE
01/13/2021 STABILIZATION a�:°EY&edb. EROSION CONTROL
,Q y .9
D���ned�$'�..
© 2020 KIMLEY-HORN AND ASSOCIATES, INC. SCALE AS SHOWN `;: �a���,-,M ESC-7 FAYETTEVILLE STREET, STE. 600,REPARED FOR ��'� _
DB7984 +Y�O . EWP 008
RALEIGH INCNC 27601 DESIGNED BY JLM '�ey ; ° y NE ,
PHONE: [phone] FAX: [phone] DRAWN BY DLH CITY O F D U RHAM '��''y�FFR..` ,••
WWW.KIMLEY-HORN.COM ',������������.
No. REVISIONS DATE BY INC LICENSE #F-0102 CHECKED BY -- CITY OF DURHAM NC

ID#* 20201889
Regional Office
Reviewer List*
Version* 1
Central Office - [phone]
Rick Trone
Pre -Filing Meeting Request submitted 12/4/2020
................................................................................................................................................................................................................................................................................................................
Contact Name* Mackenzie Richards (Kimley-Horn)
Contact Email Address* [e-mail]
Project Name* Emergency Watershed Protection (EWP) Streambank Repair: Site 3
Project Owner* The City of Durham - Department of Public Works
Project County* Durham
Owner Address:
Street Address
101 City Hall Plaza
Address Line 2
aty
Durham
Postal / Zip axle
27705
Is this a transportation project?* r` Yes ,r No
State / Province / Pegion
NC
Country
USA
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - r 401 Water Quality Certification -
Regular Express
* Individual Permit F Modification
r Shoreline Stabilization
Does this project have an existing project ID#?*
t- Yes r No
Do you know the name of the staff member you would like to request a meeting with?
Stephanie Goss
Please give a brief project description below.*

The proposed project, Emergency Watershed Protection (EWP)
Streambank Repair: Site 3, is located within the riparian corridor of twv
tributaries to Third Fork Creek, south of Ward Street and east of James
Street in Durham County, North Carolina. The area surrounding the project
area is largely residential housing and scattered commercial development.
The proposed project is part of a larger undertaking that is proposing to
repair and stabilize streams at four sites and to repair and maintain several
existing aerial waterline and sewer crossings that experienced damage
during Hurricane Florence. Site 3 of this larger undertaking consists of the
repair and stabilization of a length of two tributaries to Third Fork Creek as
well as the repair and maintenance of an existing aerial sewer crossing.
After discussions with the USACE, it is assumed that the project will qualify
for authorization under both a Nationwide Permit 3 (Maintenance) and a
Nationwide Permit 27 (Aquatic Habitat Restoration, Enhancement, and
Establishment Activities).
The proposed stream repair will include the grading of damaged and
unstable stream banks to match natural channel contours, the placement
of rip rap and boulder toe protection along the stream banks to provide
stabilization. The project is also proposing the construction of riffles
composed of rip rap within the stream to establish grade control, facilitate
sediment transport, and enhance aquatic species habitat. Debris from an
adjacent concrete wall that was damaged will be removed from within the
stream. As part of the stream repair, stream banks that have been graded
and disturbed will be replanted with live stakes, bare roots, and
herbaceous plugs to promote vegetation establishment and restore the
overall function of the riparian buffers.
In addition, Site 3 of the project proposes to perform maintenance repairs
on an existing aerial sewer crossing that was damaged during Hurricane
Florence. As part of this repair and maintenance, two new support piers,
outside of the OHWM, will be installed for an existing aerial sewer crossing
and approximately 20 linear feet of DI sewer with an 8-inch P-401 lined DIP
within approximately 18 linear feet of 16-inch steel casing will be
constructed.
Please give a couple of dates you are available for a meeting.
12/10/2020
Please attach the documentation you would like to have the meeting about.
Fig 1_EWPStreams Vicinity.pdf 671.89KB
SAW-2020-01177_Site3_PJD.pdf 2.23MB
EWP Streambank Repair Site
2.9MB
3—buffer approval.pdf
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
I also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an

application.
Signature
Submittal Date 12/4/2020