HomeMy WebLinkAbout20221369 Ver 1_ePCN Application_20221003DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Has this project met the requirements for acceptance in to the review process?*
Yes
No
Is this project a public transportation project?*
Yes No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
5/21/2019
BIMS # Assigned* Version#*
20221369 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Winston-Salem Regional Office - (336) 776-
9800
Information for Initial Review
What amout is owed?*
$240.00
$570.00
Select Project Reviewer*
Sue Homewood:eads\slhomewood
1a. Name of project:
City of Eden Sewer Replacement and Rehabilitation Project Phase 14 - Junction Street Basin Replacement and Rehabilitation & Phase 15 - Smith River Siphon Rehabilitation and Siphon
Replacement - Resu
la. Who is the Primary Contact?*
Jon Mendenhall
1 b. Primary Contact Email: * 1c. Primary Contact Phone: *
jmendenhall@edennc.us (336)623-2110
Date Submitted
10/3/2022
Nearest Body of Water
Smith River
Basin
Roanoke
Water Classification
C, IV
Site Coordinates
Latitude:
36.487259
A. Processing Information
County (or Counties) where the project is located:
Rockingham
Is this a NCDMS Project
Yes No
Is this project a public transportation project? *
Yes No
Longitude:
-79.751612
la. Type(s) of approval sought from the Corps:
Section 404 Permit (wetlands, streams and waters, Clean Water Act)
Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
Yes
No
Please provide the date of the previous submission.*
5/21 /2019
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 58 - Utility Line Activities for Water and Other Substances (frequently used)
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
401 Water Quality Certification - Regular
Non-404 Jurisdictional General Permit
Individual 401 Water Quality Certification
le. 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:
If. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
Id. Who is applying for the permit?
Owner Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
Yes No
2. Owner Information
2a. Name(s) on recorded deed:
See attached property owner information
2b. Deed book and page no.:
2c. Contact Person:
401 Water Quality Certification - Express
Riparian Buffer Authorization
Yes No
Yes No
2d. Address
Street Address
see attached property owner information
Address Line 2
City State / Province / Region
Eden NC
Postal / Zip Code Country
27288 USA
2e. Telephone Number: 2f. Fax Number:
(999)999-9999
2g. Email Address: *
noemail@address.com
3. Applicant Information (if different from owner)
3a. Name:
Jon Mendenhall
3b. Business Name:
City of Eden, NC
3c. Address
Street Address
308 E. Stadium Drive
Address Line 2
City
Eden
Postal / Zip Code
27288
3d. Telephone Number:
(336)623-2110
3f. Email Address: *
jmendenhall@edennc.us
4. Agent/Consultant (if applicable)
4a. Name:
Daniel Zurlo
4b. Business Name:
WK Dickson
4c. Address
Street Address
1213 W Morehead St.
Address Line 2
Ste 300
City
Charlotte
Postal / Zip Code
28208
4d. Telephone Number:
(704)227-3416
4f. Email Address: *
dzurlo@wkdickson.com
C. Project Information and Prior Project History
State / Province / Region
NC
Country
USA
3e. Fax Number:
State / Province / Region
NC
Country
USA
4e. Fax Number:
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Eden
2. Project Identification
2a. Property Identification Number: 2b. Property size:
see attached project plans and property info
2c. Project Address
Street Address
Address Line 2
City
Postal /Zip Code
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Smith River
3b. Water Resources Classification of nearest receiving water:*
C, IV
3c. What river basin(s) is your project located in?*
Roanoke
3d. Please provide the 12-digit HUC in which the project is located.
030101030807
4. Project Description and History
State / Province / Region
Country
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 Bridge Street Basin Replacement and Rehabilitation project is located within the Town of Eden, along parts of the Smith River Outfall, Valley Drive, Neil Street Outfall, upstream of the
Junction Pump Station (JPS), and at the siphon under the Smith River. Most of the project is in a low density semi -rural community with, single family residential properties, and small
commercial businesses. The Valley Drive and JPS are adjacent to a municipal golf course.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
• Yes No Unknown
If yes, please give the DWR Certification number or the Corps Action ID (exp. SAW-0000-00000).
This is a re -submittal of a project that received authorization under the expired NWP 12 on 9/16/19, SAW-2019-01088. No changes to previously authorized project impacts or design have
been made. Project impacts are non -notifying to the USACE under NWP 58 (attached correspondence).
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:
4h. Explain the purpose of the proposed project: *
This is a re -submittal of a project that received authorization under the expired NWP 12 on 9/16/19, SAW-2019-01088.
The project is a Sewer Replacement and Rehabilitation Project located in Eden, North Carolina within the Junction Sewer Basin. The project area includes rehabilitation, replacement,
and/or relocation of pump stations, manholes, and gravity sewer mains in the Junction Sewer Basin and for the Smith River Siphon. The program includes a series of projects aimed to
reduce sanitary sewer overflows (SSOs) and excessive infiltration and inflow (I&I) in the wastewater collection system. The Remediation Program is a requirement of the City's
Administrative Order by Consent (AOC) with the United States Environmental Protection Agency (EPA).
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
Phase 14: Junction Street Basin Replacement and Rehabilitation
The Junction Basin Replacement and Rehabilitation consists of replacement of approximately 530 linear feet (LF) of 8" gravity sewers, 1,015 LF of 24" gravity sewers, trenchless cured -in -
place pipe (CIPP) lining of 1,168 LF of 18" gravity sewer, and the replacement of five 4' diameter manholes including parts of the Smith River Outfall, Valley Drive, and Neil Street Outfall.
These sewers are physically degraded containing Pipeline Assessment and Certification Program (PACP) Grade 3, 4 and 5 defects and are anticipated to be repaired utilizing open trench
construction, relocation, and trenchless rehabilitation. This will result in 40 If/0.007 ac. of permanent of impacts to UT1 to the Smith River as the sewer will be installed via open trench (S1).
Rip rap will be keyed into the stream bed at the original grade and covered with native sediments to protect the sewer. Impacts are permanent, but no loss of waters will occur.
Phase 15: Smith River Outfall Rehabilitation and Siphon Replacement
The Smith River Outfall (Junction Basin) Rehabilitation consists of improvements to the outfall between sanitary manhole JN_MH-0295, on the north side of King's Highway, to just
upstream of the Junction Pump Station (JPS) and includes an inverted siphon under the Smith River. These portions of the collection system require immediate rehabilitation by
replacement of several segments of sewer that are not suitable for lining (approximately 1,100 LF of 24" gravity sewer main), installation of a new triple barrel siphon that meets current
standards for accessibility and routine cleaning, and approximately 2,400 LF of sewer main rehabilitation via CIPP lining. The existing siphon will be removed and replaced in generally the
same alignment, requiring a temporary cofferdam of the Smith River. The siphon will be taken out of service during replacement and will be bypassed for an estimated period of up to six
months.
This will result in 88 If/0.22 ac. of permanent stream impacts to the Smith River and 34 If/0.006 of impact to UT1 to the Smith River as the sewer crossings in both locations will require the
installation of rip rap. (S2,S3). Rip rap will be keyed into the stream bed at the original grade and covered with native sediments to protect the sewer. Impacts are permanent, but no loss of
waters will occur.
Construction of the siphon across the Smith River requires a staged coffer dam across the river for work to be performed in the dry. The existing siphon will be removed and replaced in
generally the same alignment with less severe angles which will require relocation of the inlet and outlet structures. Work included will impact the Smith River and a review of the project
footprint for protected species was conducted.
The sewer replacements throughout the project are necessary to prevent further degradation and failure of the existing sewer pipe and reduce potential contamination the Smith River.
Theses proposed activities are authorized under Nation Wide Permit 58- Water Utility Line Activities. Stream bank stabilization will follow accepted stream restoration techniques and
consist of sloping steep banks to a stable grade. Revegetation of all disturbed stream banks and wetland areas with native vegetation will be required.
Permanent impacts will not result in a loss of water, and therefore, anticipated impacts are expected to be below the threshold for mitigation. Where applicable, the sewer lines will be
designed, constructed, and maintained in accordance with Title 15A NCAC Chapter 027.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
SAW-2019-01088
Sc. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
George Lankford
George K Lankford, LLC
Unknown
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
AJD issued on 9/16/19.
6. Future Project Plans
6a. Is this a phased project?*
Yes 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 project is a Sewer Replacement and Rehabilitation Project located in Eden, North Carolina within the Junction Sewer Basin. The project area includes rehabilitation, replacement,
and/or relocation of pump stations, manholes, and gravity sewer mains in the Junction Sewer Basin and for the Smith River Siphon. The program includes a series of projects aimed to
reduce sanitary sewer overflows (SSOs) and excessive infiltration and inflow (I&I) in the wastewater collection system. The Remediation Program is a requirement of the City's
Administrative Order by Consent (AOC) with the United States Environmental Protection Agency (EPA).
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
3. Stream Impacts
Buffers
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
Si
Sewer installation
Permanent
Excavation
UT 1 to Smith River
Perennial
Corps
8
Average (feet)
40
(linear feet)
S2
Sewer installation
Permanent
Excavation
Smith River
Perennial
Corps
110
Average (feet)
88
(linear feet)
S3
Sewer installation
Permanent
Excavation
UT 1 to Smith River
Perennial
Corps
8
Average (feet)
34
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
162
3i. Total stream and ditch impacts:
162
3i. Total temporary stream impacts:
0
3j. Comments:
Permanent impacts will not result in a loss of waters, and therefore, anticipated impacts are expected to be below the threshold for mitigation. Where
applicable, the sewer lines will be designed, constructed, and maintained in accordance with Title 15A NCAC Chapter 027.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
During the planning and design phase of the project, efforts were made to avoid impacts to the greatest extent possible. Because of the existing nature
of the project, certain unavoidable impacts are necessary to fulfill the applicant's purpose and need. To minimize impacts to surface water resources
during the project construction and maintenance, an approved erosion and sedimentation control plan will be included in the project's design plans.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Stream and wetland impacts have been reduced by minimizing the size of the project area and with construction techniques. Installations of rip -rap and
grade control structures below OHWMs are limited in placement and size to the minimum necessary to ensure channel stability. Also, to ensure no
permanent loss of jurisdictional waters, rip rap will be keyed into the channel bed and existing channel substrates will be restored following construction.
All stream work will be done in the dry using a pump around during construction. Pump arounds will minimize land disturbance and utilize culverts when
applicable to reduce traffic disturbances. Anti -seep collars shall be placed at the downstream wetland boundary and every 150 up the gradient until the
sewer line exists the wetland, as specified under the GC 4276 Specific Conditions requirements. All disturbed stream banks will be graded to previous
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
Yes No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Project impacts do not exceed mitigation thresholds.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes No
If no, explain why:
Project is not adjacent to regulated riparian buffers.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
Yes No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
Yes No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No
1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
Yes No
lc. If you answered "yes" to the above, has the document review been finalized by the State Clearing House?*
Yes No
Comments: *
An Engineering Environmental Information Document (EID) was completed prior to final design. It was submitted for review in October 2021. Revisions
were made in July 2022.
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)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
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?*
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.
Raleigh
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes No
No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
Yes No
5g. Does this project involve bridge maintenance or removal?
Yes No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
Yes No
5i. 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.?
Yes No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
See the attached protect species aquatic survey dated 8.19.19.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat? *
NOAA essential fish habitat mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
Yes No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The project is mostly limited to existing maintained easements and paved roadways. The project is located within 0.5 miles of the Spray Industrial
Historic District (HPO Site ID: RK0281) and is close to the Boone Road Historic District (HPO Site ID: RK0805). This project is not expected to adversely
affect these Historic Districts or any historic structures. Based upon a search of the North Carolina State Historic Preservation Office HPOWEB GIS
Service, the construction of this project is not anticipated to have an adverse effect on these resources.
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:
Project proposes no changes to floodplain elevations
8c. What source(s) did you use to make the floodplain determination?*
available ESRI FEMA floodplain data
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
2019 404 Authorization.pdf 3.99MB
2012003114_15_PropertyOwnerList.pdf 41.58KB
Agent Authorization Signed.pdf 76.93KB
Fish and Mussel Survey.pdf 5.44MB
PCN Figures.pdf 8.49MB
USAGE confirmation of non -notifying status.pdf 233.19KB
USFWS correspondence.pdf 237.84KB
2019.05.08_JUNCTION BASIN STREAM AND WETLAND IMPACT SHEETS.pdf 4.22MB
SAW-2019-01088-JD.pdf 1.61MB
File must be PDF or KMZ
Comments
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:
Daniel Zurlo
Signature
Date
10/3/2022