20210047 Ver 1_ePCN Application_20210208

DWR
mrlslon of Water Resources
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?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20210047
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Uf Poplar Creek Stream Enhancements
1a. Who is the Primary Contact?*
Jonathan Page
1b. Primary Contact Email:*
[e-mail]
Date Submitted
2/8/2021
Nearest Body of Water
lJf Poplar Creek
Basin
Neuse
Water Classification
C; NSW
Site Coordinates
Latitude: Longitude:
35.729610-78.456649
Pre -Filing Meeting Information
ID#
20210047
Pre -fling Meeting or Request Date*
1/11/2021
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form.pdf
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Stephanie Goss:eads\sagoss
1c. Primary Contact Phone:*
[phone]
Version
1
51.64KB
A. Processing Information C^U
County (or Counties) where the project is located:
Wake

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 27 - Restoration
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r 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
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
RUBINO, MATTHEW J, RUBINO, PERIANN P
2b. Deed book and page no.:
DB 008113, Pg. No. 00430
2c. Responsible party:
2d.Address
*
r Yes r No
r Yes r No

Street Address
2017 Carl Williamson Road
Address Line 2
city
Raleigh
Postal / Zip Code
27610
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Jonathan Page
4b. Business Name:
4c.Address
Street Address
3851 Junction Blvd
Address Line 2
city
Raleigh
Postal / Zip Code
27603
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
AG ENT_AUTHORIZAT ION_F ORM. pdf
State / Rovince / Ifgion
NC
Country
USA
2f. Fax Number:
Slate / Province / F3gion
NC
Country
USA
4e. Fax Number:
160.06KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
ff appropriate)
1c. Nearest municipality/ town:
Raleigh
2 Project Identification
2a. Property Identification Number:
2b. Property size:
1762102996
0.69
2c. Project Address
Street Address
2017 Carl Williamson Road
Address Line 2
city
State / Province / legion
Raleigh
NC
Postal / Zip Curie
Country
27610
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT Poplar Creek
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.
030202011103
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:*
This project is located on a residential property. Currently streambanks are eroding and the property owner wishes to reconstructed the channel and establish a native riparian buffer.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r 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)
USGS.pdf 317.58KB
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)
20210207_13040101244_28_Soil_Map.pdf 213.22KB
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
90
4h. Explain the purpose of the proposed project:*
Stream channel restoration, bank stabilization and riparian buffer re-establishment.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
67 LF of the Ur Poplar Creek channel will be realigned and stabilized. Treatments used include constructed riffles, coir log toe protection, bank grading and re-establishment of a
riparian buffer with native woody vegetation.
4j. Please upload project drawings for the proposed project.
UT_POPLAR_CREEK_DESIGN_13OCT2020_W_PLATNING.pdf 1.27MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No O Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a 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?*
r Yes r 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?
D. Proposed Impacts Inventory U
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries W Buffers
r Open Waters r 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
(?) Jurisdiction* length*
Restoration /enhancement Permanent Stabilization S1 Intermittent Both 6 67
1 Aver�e(feat) (linearfeet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts: 3i. Total temporary stream impacts:
67 0
31. Total stream and ditch impacts:
67
3j. Comments:
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
R Neuse r Tar -Pamlico
r- Catawba r Randleman
r Goose Creek r Jordan Lake
r Other
6b. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. Zone 1 impact 6g. Zone 2 impact
Left Bank
T
LIT Poplar Creek
No
1,300
410
Right Bank
T
llT Poplar Creek
No
865
0
6h. Total buffer impacts:
Zone 1
Total Temporary impacts: 2,165.00
Zone 1
Total Permanent impacts: 0.00
Zone 1
Total combined buffer impacts: 2,165.00
6i. Comments:
Supporting Documentation
IMPACT_MAP.pdf
E. Impact Justification and Mitigation
1. Avoidance and Minimization
Zone 2
410.00
Zone 2
0.00
Zone 2
410.00
1.15MB
v
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Only working the reach of stream that requires intervention. Short reaches upstream and downstream will be receive riparian buffer enhancement
treatments.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Temporary pump around, low ground pressure track equipment.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Meets general and regional conditions of NWP 27.
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?
r Yes r No
What type of SCM are you providing?
r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SMNT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through 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 r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
r Yes r No
r N/A- project disturbs < 1 acre
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?*
r Yes r No
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 r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
Stream restoration, bank stabilization and riparian buffer re-establishment.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor NIA
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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No

5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r 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.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS Website: Endangered Species, Threatened Species, and Candidate Species,
Wake County, North Carolina
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?*
r Yes r 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?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
National Register of Historic Places Database.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
NC FRIS website and FIRMS.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
W 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:
Jonathan Page
Signature
0,-4. �01
Date
2/8/2021

PCN AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID: 1762102996
STREET ADDRESS: 2017 Carl Williamson Road, Raleigh, NC 27610
Please print:
Property Owner: Matthew Rubino
Property Owner: Periann Russell
The undersigned, registered property owners of the above noted property, do hereby authorize
Jonathan Page
(Contractor / Agent)
of River Mechanics
(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):
Telephone: [phone]
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
7;14- ,�fuze
Authorized Signature
A/b6Cl.I'LNv /dOQ
Authorized Signature
Date: 8 February 2021 Date: 8 February 2021

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USGS The National Map: National Boundvaries Dataset, 3DEP Elevation Program, Geographic Names Information
System, National Hyd,rography Dataset, Nation`413Land Cover Database, National Structures Dataset, and Nation.-
Transportat:ionDataset; USGS Global Ecosystems; U.S. Census Bureau TIGER/Line data; USFS Road Data; Natural
Ear fl Dak; U.S. Department of State Humanitarian Information Unit; and NOAA National Centers fo.r
Fir Environmental Information, U.S. Coastal Relief Model. Data refreshed May, 2020.

Soil Map —Wake County, North Carolina
(UT Poplar Creek - 2017 Carl Williamson Road)
7291J0 730000 730010 730020 730030 730040 730050 730060 730070
35° 43' 49" N 35° 43' 49" N
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35° 43' 45" N 1 35° 43' 45" N
729990 730000 730010 730020 730030 730040 73OD50 730060 730070
in
Map Scale: 1:573 if printed on A portrait (8.5" x 11") sheet.
Meters
N 0 5 10 20 ?0
Feet
0 25 50 100 150
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: UTM Zone 17N WCS84
USDA Natural Resources Web Soil Survey 2/7/2021
01111111111111111 Conservation Service National Cooperative Soil Survey Pagel of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
0
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
o
Sodic Spot
Soil Map —Wake County, North Carolina
(UT Poplar Creek - 2017 Carl Williamson Road)
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:24,000.
Stony Spot
th
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
4�
Other
line placement. The maps do not show the small areas of
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
—
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
. 0
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Wake County, North Carolina
Survey Area Data: Version 20, Jun 3, 2020
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 22, 2018—Oct
25, 2018
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 2/7/2021
0111111111111111 Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Wake County, North Carolina
UT Poplar Creek - 2017 Carl
Williamson Road
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
RgC
Rawlings -Rion complex, 6 to
10 percent slopes
0.0
4.1 %
RgD
Rawlings -Rion complex, 10 to
15 percent slopes
0.6
95.9%
Totals for Area of Interest
0.6
100.0%
USDA Natural Resources Web Soil Survey 2/7/2021
Conservation Service National Cooperative Soil Survey Page 3 of 3

W �
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UT POPLAR CREEK STREAM ENHANCEMENTS 0111cc
2017 CARL WILLIAMSON ROAD, RALEIGH -WAKE COUNTY -NORTH CAROLINA
PROJECT DIRECTORY
OWNER
PERIANN RUSSELL
Periann Russell
[phone]
[e-mail]
ENGINEER
NCSU BAE
Jonathan Page, PE
Graduate Research Assistant
[e-mail]
[phone]
OUTREACH
WAKE COUNTY COOPERATIVE EXTENSION
Mitch Woodward
Area Specialized Agent
[phone]
[e-mail]
SHEET INDEX
COVER SHEET
1.1
STREAM ENHANCEMENT PLAN AND PROFILE
2.1
STREAM ENHANCEMENT DETAILS
3.1 - 3.5
RE -VEGETATION AND PLANTING PLAN
TBD
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PRELIMINARY
DRAWING
REVISIONS
DATE: 10/12/2020
PLOT SIZE: 11" x 17"
AS NOTED
H.D. NAD83
V.D.: NAVD88
1.1

105
100
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HEADWALL
PRESERVE EXISTING
TREES
1-- — \ _---
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/ \ SEE DETAIL SHEET 3.3.
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SEE DETAIL SHEET 3.3.
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EXISTING TREE
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DESIGN MINOR CONTOUR
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DESIGN CHANNEL TOE
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DATE: 10/12/2020
PLOT SIZE: 11" x 17"
1"=10'
H.D. NAD83
V.D. NAVD88
2.1

CROSS-SECTION NOTES
1. CONSTRUCT CHANNEL CROSS -SECTIONS TO THE LINES, ELEVATIONS AND GRADES
SHOWN ON THE PLAN, PROFILE AND DETAILS.
2. STREAM RESTORATION WORK SHALL BE IMPLEMENTED BY FIRST GRADING THE
FLOODPLAIN ADJACENT TO THE CHANNEL TO THE ELEVATIONS AND GRADES
SPECIFIED IN THE DRAWINGS. THE PROPOSED STREAM CHANNEL SHALL THEN BE
EXCAVATED TO THE CHANNEL CROSS-SECTION GEOMETRY AND LONGITUDINAL
PROFILE IN THE CONSTRUCTION DOCUMENTS. THIS CHANNEL WORK SHALL BE
DONE WITH LOW GROUND PRESSURE TRACK EQUIPMENT. DRAWINGS PROVIDE
DIMENSIONS, ELEVATIONS AND SLOPES TO AID IN CONSTRUCTION OF THE
CHANNEL. THE THALWEG CAN FIRST BE EXCAVATED TO THE ELEVATION SPECIFIED
IN THE LONGITUDINAL PROFILE AND EXCAVATION AND FINE GRADING OF THE
CROSS -SECTIONS SHALL THEN BE PREFORMED. ANY TEMPORARY STOCKPILING OR
DOUBLE HANDLING OF EXCESS EARTH NECESSARY TO BUILD THE CHANNEL SHALL
BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
3. BANKFULL CHANNEL DIMENSIONS WILL BE HELD TO THE DIMENSIONS SHOWN ON
THE TYPICAL CROSS-SECTION DETAIL. ELEVATIONS SHALL BE CONSTRUCTED
WITHIN 0.1' (VERTICAL). WIDTHS AND DEPTHS MUST FALL WITHIN RANGES SHOWN
IN THE PLANSHEETS. CHANNEL CROSS-SECTION DIMENSIONS SHALL BE WITHIN 0.2'
(HORIZONTAL).
4. IF THE EXISTING GROUND IS LESS THAN 0.2' HIGHER THAN THE PROPOSED
BANKFULL ELEVATION, IT IS NOT NECESSARY TO EXCAVATE TO THE PROPOSED
ELEVATIONS AND GRADES IN THE CONSTRUCTION DOCUMENTS.
5. IN -STREAM STRUCTURES SHALL BE INSTALLED AS THE CHANNEL IS BEING
CONSTRUCTED. INSTREAM STRUCTURES SHALL BE FINISHED TO A SMOOTH
SURFACE IN ACCORDANCE WITH THE LINES, GRADES AND ELEVATIONS SHOWN IN
THE CONSTRUCTION DOCUMENTS. THE FINISHED STRUCTURE SLOPES AND
PROFILE ELEVATIONS SHALL BE WITHIN 0.1' (VERTICAL) OF THE CONSTRUCTION
DOCUMENTS
b. INSTALL EROSION CONTROL MATTING ON ALL DISTURBED STREAMBANKS TO 3.0'
BEYOND THE BANKFULL STAGE.
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EROSION CONTROL MATTING
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PROPOSED GRADE
MAX DEPTH AT CENTER OF
RIFFLE CROSS-SECTION
PROPOSED CENTERLINE ALIGNMENT
RIFFLE CROSS -SECTIONS
NOT TO SCALE
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POINT BAR /
/
PROPOSED CENTER LINE ALIGNMENT
TIE TO EXISTING GROUND
PER GRADING PLAN
TWO ROLLS OF EROSION CONTROL
MATTING ON RIGHT BANK.
SEE DETAIL
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PER GRADING PLAN /
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POOL CROSS -SECTIONS
NOT TO SCALE
TWO ROLLS OF EROSION CONTROL
MATTING ON RIGHT BANK.
SEE DETAIL
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PRELIMINARY
DRAWING
REVISIONS
DATE: 10/12/2020
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D.: NAVD88
3.1

BANKFULL
P.T. ELEVATION
PER PROFILE
GLIDE
DETAILED PLAN
NOT TO SCALE
RIFFLE SLOPE VgR1ES PER PROFILE
RIFFLE SUBSTRATE MATERIAL TO
1.0' DEPTH MIN.
DETAILED SECTION A - A'
NOT TO SCALE
P.C. ELEVATION
PER PROFILE
RUN
CONSTRUCTED RIFFLE NOTES
1. FOR INSTALLATION, THE CONTRACTOR SHALL OVER EXCAVATE THE LENGTH OF THE RIFFLE AND BACKFILL THE
TRENCH WITH THE SPECIFIED RIFFLE SUBSTRATE MATERIAL TO THE ELEVATIONS SHOWN ON THE PROPOSED
PROFILE.
2. RIFFLE MATERIAL SHALL EXTEND A MINIMUM OF 5.0 FT U/S OF THE P.T. INTO THE GLIDE AND A MINIMUM OF 5.0
FT D/S OF THE P.C. INTO THE RUN.
3. THE RIFFLE MATERIAL SHALL BE PLACED AT A UNIFORM THICKNESS SUCH THAT, IN CROSS-SECTION, ITS LOWEST
ELEVATION OCCURS IN THE CENTER OF THE CHANNEL.
4. RIFFLE MATERIAL SHALL BE COMPACTED USING AN EXCAVATOR BUCKET SUCH THE DEEPEST POINT OF THE
CHANNEL IS ALONG THE CENTERLINE AND THAT FUTURE SETTLEMENT OF THE MATERIAL IS KEPT TO A
MINIMUM.
5. THE SURFACE OF THIS STRUCTURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN
ACCORDANCE WITH THE LINES, GRADES, AND CROSS -SECTIONS OR ELEVATIONS SHOWN ON THE DRAWINGS.
THE DEGREE OF FINISH FOR INVERT ELEVATIONS SHALL BE WITHIN 0.1 FT OF THE GRADES AND ELEVATIONS
INDICATED.
b. RE -DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING
INSTALLATION OF IN -STREAM STRUCTURES AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
7. RIFFLES SHALL BE CONSTRUCTED OF QUARRIED STONE. THE ENGINEER MUST APPROVE THE USE OF ALL ONSITE
NATIVE MATERIAL. ALL STONE USED FOR RIFFLE CONSTRUCTION SHALL BE MIXED WITH EARTH AVAILABLE
ONSITE SUCH THAT THE RIFFLE MATERIAL IS WELL -GRADED WHEN PLACED IN THE RIFFLE TRENCH. IF STONE
DOESN'T MEET APPROVAL, THE CONTRACTOR SHALL ABSORB THE COST OF HAULING THE REJECTED STONE
AWAY FROM THE SITE. NO MORE THAN 5.0 PERCENT OF THE MATERIAL FURNISHED CAN BE LESS THAN THE
MINIMUM SIZE SPECIFIED. NO MORE THAN 10.0 PERCENT OF THE MATERIAL CAN EXCEED THE MAXIMUM SIZE
SPECIFIED. THE SIZE OF THE INDIVIDUAL STONE WILL BE DETERMINED BY MEASURING THE INTERMEDIATE AXIS
OF THE STONE, AND SHALL BE WITHIN THE ACCEPTED RANGE. THE RANGE OF STONE SIZES SHALL BE:
BANKFULL
EROSION CONTROL MATTING
COIR 700 GRAM
KEY MATTING INTO RIFFLE TRENCH
RIFFLE SUBSTRATE MATERIAL TO
1.0' DEPTH MIN.
DETAILED SECTION B - B'
NOT TO SCALE
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PRELIMINARY
DRAWING
REVISIONS
DATE: 10/12/2020
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D. NAVD88
3.2

EXCAVATION LIMITS
WOOD STAKE
2" X 2" X 18" -24"
COMPACTED BACKFILL
BURY COIR LOG INTO
STREAMBED AS NEEDED
FOR TOP ELV
�0
DETAILED PLAN
NOT TO SCALE
DETAILED SECTION A - A
LIVE STAKES AND BARE ROOT PLANTINGS
BANKFULL STAGE
SOIL LIFTS SHALL USE 2 LAYERS OF
MATTING: 260Z. /YDZ COIR MATTING
(OUTER) AND 11.2 OZ/YD2 COCONUT
FIBER BLANKET (INNER).
2" - 4" LAYER OF LIVE CUTTINGS
UNCONSOLIDATED GRAVEL AND TOPSOIL
TOP OF COIR LOG = +0.4' TO +0.5' ABOVE
DOWNSTREAM PT ELV.
APPROXIMATE DOWNSTREAM PT ELV.
20" COIR LOG WITH WOOD STAKE
2" X 2" X 36"
SREAMBED AT
MAX POOL DEPTH
COIR LOG TOE PROTECTION NOTES
1. COIR LOGS USED IN THE VEGETATED SOIL LIFT SHALL BE 24" IN DIAMETER AND SECURED IN PLACE USING 2" X 2"
X 36" WOOD STAKES 4' O.C.
2.
COIR LOG SPECIFICATIONS:
2.1.
DIAMETER:20"
2.2.
WEIGHT: 15 LBS / FT
2.3.
DENSITY: 9 LBS / FT3
2.4.
LENGTH: 10 FT
3. GRAVEL AND TOPSOIL SHALL BE INSTALLED ABOVE THE COIR LOG BEFORE THE LIVE CUTTINGS AND SOIL LIFTS
ARE INSTALLED.
4. PLACE A 2" - 4" LAYER LIVE BRANCHES (MIN. 4' LENGTH) ON THE GRAVEL AND TOPSOIL SUCH THAT
APPROXIMATELY 6 INCHES TO 1 FOOT OF EACH LIVE BRANCH WILL BE EXPOSED AND THE REMAINDER (2' TO 4')
OF EACH LIVE BRANCH WILL BE COVERED BY THE SOIL LIFT. LIVE BRANCHES SHALL BE OF THE SPECIES SPECIFIED
FOR LIVE STAKES OR APPROVED BY THE ENGINEER.
5. INSTALL SOIL LIFTS FROM THE LIVE CUTTINGS UP TO THE BANKFULL STAGE. LIFTS SHALL NOT EXCEED 1.0'
THICKNESS. LIFTS SHALL INCLUDE ALL SOIL PREPARATION, TEMPORARY AND PERMANENT SEEDING AND MULCH.
SOIL LIFTS SHALL USE 2 LAYERS OF MATTING: 260Z. / YDZ COIR MATTING (OUTER) AND 11.2 OZ/YD2 COCONUT
FIBER BLANKET (INNER).
6. LIVE TRANSPLANTS AVAILABLE ON THE SITE MAY REPLACE SOIL LIFTS AS DIRECTED BY THE ENGINEER.
7. PLACE SOIL BACKFILL UP TO THE LIFT HEIGHT SPECIFIED OF NO GREATER THAN 1.0 FT BEING CAREFUL NOT TO
PUSH/PULL OR TEAR THE FABRIC PREVIOUSLY PLACED.
8. THE SURFACE OF THIS STRUCTURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN
ACCORDANCE WITH THE LINES, GRADES, AND CROSS -SECTIONS OR ELEVATIONS SHOWN ON THE DRAWINGS.
THE DEGREE OF FINISH FOR ELEVATIONS SHALL BE WITHIN 0.1 FT OF THE GRADES AND ELEVATIONS INDICATED
OR APPROVED BY THE ENGINEER.
9. RE -DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING
INSTALLATION OF IN -STREAM STRUCTURES AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
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PRELIMINARY
DRAWING
REVISIONS
DATE: 10/12/2020
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D. NAVD88
NOT TO SCALE
3.3

4" MIN. HORIZONTAL —
OVERLAP
VLIHILLV FLHIN
NOT TO SCALE
DETAILED STAKING PLAN
NOT TO SCALE
EDGE OVERLAP
MIN. 4" WITH DOUBLE
ECO-STAKES AT 2' O.C.
EROSION CONTROL
MATTING
BAN KFULL STAGE
SINGLE 12" ECO-STAKES
OFFSET ROWS AT
2'-3' O.C.
EROSION CONTROL MATTING NOTES
1. EROSION CONTROL MATTING IS USED TO PROTECT RECENTLY CONSTRUCTED STREAMBANKS FROM EROSION
THE MATTING WILL REMAIN INTACT WHILE THE BANK AND RIPARIAN VEGETATION MATURES, PROVIDING
CRITICAL BANK PROTECTION.
2. BEFORE INSTALLING EROSION CONTROL MATTING, RAKE SOIL LEVEL, ADD TEMPORARY AND PERMANENT SEED,
SOIL PREPARATION AND MULCH.
3. EROSION CONTROL MATTING SHALL BE PLACED ALONG THE LENGTH OF THE NEW CHANNEL FROM THE TOE OF
SLOPE OUT TO A MINIMUM OF 4.5' BEYOND THE BANKFULL STAGE.
4. SECURE MATTING IN PLACE BY STAKING AND OVERLAPPING AT THE SEEMS WITH A SHINGLE -TYPE METHOD
SUCH THAT THE OVERLAPPING PIECE IS IN THE SAME DIRECTION AND AS THE STREAM FLOW AS SHOWN IN THE
DETAIL. ADDITIONAL STAKING SHALL BE APPLIED BY THE CONTRACTOR AT NO ADDITIONAL COST IF THE
MATTING SEPARATES FROM THE SOIL MORE THAN ONE INCH UNDER A REASONABLE PULL.
EROSION CONTROL
MATTING 4.5'
BAN KFU LL nn
SECURE MATTING WITH
ECO-STAKE 4" OVERLAP AND
MIN 12" LENGTH DOUBLED ECO-STAKES
BURY 6" BELOW
STREAMBED
DETAILED SECTION A - A'
NOT TO SCALE
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PRELIMINARY
DRAWING
REVISIONS
DATE: 10/12/2020
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D.: NAVD88
3.4

BUFFER WIDTH BARE ROOT SEEDLING DIBBLE BAR NOTES W
VARIES 2 3 C�
BANKFULL LIVE STAKE PLANTING BAR SHALL HAVE A 1. ALL SOILS WITHIN THE
im JUNCUS PLUG BLADE WITH A TRIANGULAR BUFFER PLANTING AREA �
CROSS-SECTION, AND SHALL SHALL BE DISKED, AS
BE 12" LONG, 4" WIDE AND 1 " REQUIRED, PRIOR TO
THINKAT THE CENTER. PLANTING.
ROOT PRUNING 2. ALL PLANTS SHALL BE
HANDLED PROPERLY PRIOR
SPACING PER BARE ROOT PLANTINGS ALL ROOTS SHALL BE PRUNED TO INSTALLATION TO
PLANTING PLAN 3.0' FROM BANKFULL TO AN APPROPRIATE LENGTH ENSURE SURVIVAL AND 1.5x CONTAINER
FOR PLANTING TO PREVENT VIGOR. DEPTH
J-ROOTIING.
INSERT THE DIBBLE
STRAIGHT DOWN INTO
THE SOIL TO THE FULL
DEPTH OF THE BLADE
AND PULL BACK ON THE
HANDLE TO OPENT THE
PLANTING HOLE. DO
NOT ROCK THE SHOVEL
BACK AND FORTH AS
THIS CAUSES THE SOIL
IN THE PLANTING HOLE
TO BE COMPACTED,
INHIBITING ROOT
GROWTH.
BANKFULL
REMOVE THE DIBBLE
AND PUSH THE
SEEDLING ROOTS DEEP
INTO THE PLANTING
HOLE. PULL THE
SEEDLING BACK UP TO
THE CORRECT
PLANTING DEPTH. THE
ROOT COLLAR SHOULD
BE 1" - 3" BELOW THE
SOIL SURFACE. GENTLY
SHAKE THE SEEDLING
TO ALLOW THE ROOTS
TO STRAIGHTEN OUT.
DO NOT TWIST OR SPIN
THE SEEDLING OR
LEAVE THE ROOTS
J-ROOTED.
INSERT THE DIBBLE
SEVERAL INCHES IN
FRONT OF THE
SEEDLING AND PUSH
THE BLADE HALFWAY
INTO THE SOIL. TWIST
AND PUSH THE HANDLE
FORWARD TO CLOSE
THE TOP OF THE
PLANTING HOLE TO
HOLD THE SEEDLING IN
PLACE.
TOE OF SLOPE + ++ + +++++++++ + +
+ + + + + + + + + + + +
+ + + + + + + +
Q
PUSH THE DIBBLE
DOWN TO THE FULL
DEPTH OF THE BLADE.
BARE ROOT DETAILS
+++++ 3' O.C. LIVE STAKE AND PLUG SPACING / 3' ROW SPACING
++
0
PULLBACK ON
THE
HANDLE TO CLOSE THE
BOTTOM OF
THE
PLANTING HOLE.
THEN
PUSH FORWARD
TO
CLOSE THE
TOP
ELIMINATING
AIR
POCKETS AROUND THE
ROOT.
PLANT LIVE STAKES AND PLUGS IN ROWS FROM
TOE OF SLOPE TO 3' BEYOND THE BANKFULL STAGE
0
REMOVE THE
DIBBLE.
CLOSE AND FIRM
UP
THE OPENING
WITH
YOUR HEEL.
BE
CAREFUL TO
AVOID
DAMAGING
THE
SEEDING.
2x
CONTAINER WIDTH
NOTES
1. PLANTS SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR
THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL
TOGETHER ONCE REMOVED FROM THE CONTAINER.
2. PLANTS WILL NEED TO BE WATERED REGULARLY AND PLACED IN SHADY
CONDITIONS UNTIL PLANTING OCCURS.
3. THE DIAMETER OF THE PLANTING PITS FOR EACH PLANT SHOULD BE AT
LEAST TWO TIMES THE DIAMETER OF THE ROOT MASS. SCARIFY THE
PLANTING PIT PRIOR TO EACH PLANT INSTALLATION.
4. SET PLANTS UPRIGHT IN THE CENTER OF THE PIT. THE BOTTOM OF THE
ROOT MASS SHOULD BE RESTING ON UNDISTURBED SOIL.
5. PLACE BACKFILL AROUND BASE AND SIDES OF ROOT MASS, AND WORK
EACH LAYER TO SETTLE BACKFILL AND TO ELIMINATE VOIDS AND AIR
POCKETS. WHEN PIT IS APPROXIMATELY 3 FULL, WATER THOROUGHLY
BEFORE PLACING REMAINDER OF THE BACKFILL. WATER AGAIN AFTER
PLACING FINAL LAYER OF BACKFILL.
CONTAINER PLANT DETAILS
3'-1
LIVE STAKES PLANTED IN OFFSET
ROWS PER PLANTING PLAN
JUNCUS PLUG
PER PLANTING PLAN
SECTION A - A'
NOTES
1/2" TO 2" 2' TO 3' LIVE STAKE
DIAMETER TAPERED AT BOTTOM
LIVE STAKE
1. LIVE STAKES MUST BE DORMANT WHEN CUT. KEEP LIVE STAKES MOIST UNTIL PLANTING. THE STAKE SHOULD BE
PREPARED WITH THE BUDS POINTED UP, AND THE BOTTOM SHOULD BE CUT AT AN ANGLE FOR INSERTION INTO THE
GROUND. AN IRON BAR CAN BE USED TO MAKE A PILOT HOLE TO PREVENT BARK FROM BEING DAMAGED DURING
INSTALLATION.
q 2. LIVE STAKES SHALL BE 0.5" - 2" IN DIAMETER AND 2'- 3' IN LENGTH.
3. LIVE STAKES SHOULD BE PLACED WITH 3 TO 3 OF THE LENGTH OF THE STAKE BELOW GROUND AND ANGLED
DOWNSTREAM. ENSURE THE BASE OF THE LIVE STAKE WILL REACH THE WATER TABLE. AFTER INSTALLATION THE TOP
OF THE LIVE STAKE SHALL BE PRUNED WITH A SQUARE CUT LEAVING NO LESS THAN 3" AND NO LESS THAN b" ABOVE
THE GROUND.
4. PLANT LIVE STAKES AND JUNCUS PLUGS IN OFFSET ROWS AND SPACINGS PER PLANTING PLAN.
LIVE STAKING DETAILS
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PRELIMINARY
DRAWING
REVISIONS
DATE: 10/12/2020
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D.: NAVD88
3.5

RE-ESTABL
20'
GENERAL RE -VEGETATION PLAN NOTES
1. SOIL PREPARATION ELEMENTS, TEMPORARY AND PERMANENT SEED AND GROUND
COVER SHALL BE SPREAD OVER ALL AREAS WITHIN THE LOD THAT ARE DISTURBED
DURING CONSTRUCTION.
2. SLOPES STABILIZED WITH FLEXAMAT SHALL RECEIVE THE SAME TEMPORARY AND
PERMANENT SEEDING APPLICATION AND RATE AS OTHER DISTURBED RIPARIAN AREAS
ON THE SITE. NOT LIVE STAKES OR BARE ROOTS SHALL BE PLANTED THROUGH THE
FLEXAMAT.
3. LIVE STAKES, BARE ROOT STOCK AND CONTAINERIZED PLANTS SHALL BE LOCATED
WHERE SHOWN ON PLAN.
4. ADJUSTMENTS TO THE VEGETATION PLAN SHALL BE MADE ONLY IF APPROVED BY THE
TOWN OR ENGINEER.
TEMPORARY SEEDING AND MULCHING
5. ALL SEED AND SEED VARIETIES MUST BE OF FROM STATE AND FEDERALLY LISTED
NOXIOUS WEED SEED.
6. ALL DISTURBED AREAS WILL BE SEEDED WITH TEMPORARY SEED AND MULCHED WITH
WHEAT STRAW. SEEDING WILL BE PERFORMED USING A BROADCAST SPREADER.
OTHER METHODS MAY BE USED BUT MUST BE APPROVED BY ENGINEER IN ADVANCE
OF INSTALLATION.
7. MAINTENANCE OF SEEDED AREAS SHALL CONSIST OF WATERING, WEED AND PEST
CONTROL, FERTILIZATION, EROSION REPAIR, RESEEDING, AND INCIDENTAL
OPERATIONS AS NECESSARY TO ESTABLISH A HEALTHY, VIGOROUS, WEED FREE AND
DISEASE FEE UNIFORM STAND OF GRASS. ALL AREAS WHICH FAIL TO SHOW A
UNIFORM STAND OF GRASS FOR ANY REASON SHALL BE TREATED REPEATEDLY UNTIL
A UNIFORM STAND OF AT LEAST 90% COVERAGE IS ATTAINED WITH NO BARE AREA
GREATER THAN FIVE SQUARE FEET.
PERMANENT SEEDING
8. PERMANENT SEEDING SHALL OCCUR IN CONJUNCTION WITH TEMPORARY SEEDING
WHERE APPLICABLE. IDEALLY, PERMANENT SEEDING SHALL OCCUR DURING THE
PLANTING SEASON FOR EACH SEED TYPE. AREAS FERTILIZED FOR TEMPORARY
SEEDING SHALL BE SUFFICIENTLY FERTILIZED FOR PERMANENT SEEDING; ADDITIONAL
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ZONE 2 - RIPARIAN -1,000 FTZ Fee`
TEMPORARY AND PERMANENT SCALE: 1" = 10'
SEEDING, MULCHING AND
WOODY PLANTINGS @ 10' O.C.
ZONE
1 - STREAMBANK- 650 FT
TEMPORARY AND PERMANENT
SEEDING, MULCHING AND WOODY
PLANTINGS @ 3' O.C.
1
PRESERVE EXISTING \
TREES
RE-ESTABLISH RIPARIAN BUFFER TO
10' FROM EDGE OF STREAM
FERTILIZER IS NOT REQUIRED FOR PERMANENT SEEDING.
9. ALL SEED AND SEED VARIETIES MUST BE OF FROM STATE AND FEDERALLY LISTED
NOXIOUS WEED SEED. IN ADDITION, NONE OF THE FOLLOWING SEED WILL OCCUR IN
THE MIX.
10. THE CONTRACTOR SHALL LOOSEN THE SOIL TO A MINIMUM DEPTH OF 4-INCHES AND
GRADE TO A SMOOTH, EVEN SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE. THE
AREAS TO BE SEEDED ARE THEN TO BE ROLLED AND RAKED TO REMOVE RIDGES AND
FILL DEPRESSIONS TO MEET FINISH GRADES. THE CONTRACTOR IS TO LIMIT SUB
GRADE AND FINISH GRADE PREPARATION TO AREAS THAT WILL BE PLANTED
IMMEDIATELY. PREPARED AREAS ARE TO BE RESTORED IF ERODED OR OTHERWISE
DISTURBED AFTER FINE GRADING AND BEFORE PLANTING.
11. SEED SHALL BE SOWN WITH A SPREADER OR A SEEDING MACHINE. SEED IS NOT TO BE
BROADCAST OR DROPPED WHEN WIND VELOCITY EXCEEDS 5 MPH. SEED SHALL BE
EVENLY DISTRIBUTED BY SOWING IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH
OTHER. WET SEED OR SEED THAT IS MOLDY OR OTHERWISE DAMAGED IN TRANSIT OR
STORAGE IS NOT TO BE USED. AFTER BEGIN SOWN, THE SEED SHALL BE RAKED INTO
THE TOP 1/9 INCH OF THE TOPSOIL, LIGHTLY ROLLED, AND WATERED WITH FINE
SPRAY. SEEDED AREAS ON STREAM BANKS SHALL BE PROTECTED WITH COIR FIBER
MATTING.
BARE ROOTS
12. ALLOW BARE ROOTS TO SOAK IN WATER AN HOUR OR TWO BEFORE PLANTING. DO
NOT SOAK THE ROOTS FOR MORE THAN 24 HOURS.
13. DIG A PLANTING PIT THAT IS THREE (3) TIMES WIDER THAN THE TREE'S CURRENT ROOT
SYSTEM. SPREAD OUT ROOTS TO ENCOURAGE OUTWARD GROWTH.
14. KEEP THE TREE VERTICAL IN THE PLANTING PIT (PERPENDICULAR TO THE GROUND) SO
THAT IT GROWS STRAIGHT.
15. REFILL THE PIT WITH NATIVE SOIL (WHAT WAS REMOVED AT DIGGING TIME), AND ANY
OTHER SOIL AMENDMENTS.
16. GENTLY TAMP OUT ANY AIR POCKETS FROM THE SOIL ONCE THE PLANTING HOLE IS
FILLED.
LIVE STAKES
17. LIVE STAKES MUST BE DORMANT WHEN CUT. KEEP LIVE STAKES MOIST UNTIL
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O�
PLANTING. THE STAKE SHOULD BE PREPARED WITH THE BUDS POINTED UP, AND THE
BOTTOM SHOULD BE CUT AT AN ANGLE FOR EASY INSERTION INTO THE GROUND.
18. LIVE STAKES SHOULD BE PLACED WITH 3 TO a OF THE LENGTH OF THE STAKE BELOW
GROUND AND ANGLED DOWNSTREAM. ENSURE THE BASE OF THE LIVE STAKE WILL
REACH THE WATER TABLE.
19. AN IRON BAR CAN BE USED TO MAKE A PILOT HOLE TO PREVENT BARK FROM BEING
DAMAGED DURING INSTALLATION.
20. INSERT LIVE STAKES POINTED END FIRST INTO THE STREAMBANK.
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PRELIMINARY
DRAWING
REVISIONS
DATE: 10/12/2020
PLOT SIZE: 11" x 17"
ill =10'
H.D. NAD83
V.D.: NAVD88
4.1

W �
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DATE
TYPE
Juncus effusus
SOFT RUSH
25
Betula nigra
RIVER BIRCH
2

2017 Carl Williamson Road
EXISTING STREAM
ZONE 1 BUFFER IMPACT
ZONE 2 BUFFER IMPACT
LEFT BANK
ZONE 1 BUFFER IMPACT = 1,300 SF
ZONE 2 BUFFER IMPACT = 410 SF
U.
IL
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RIGHT BANK
ZONE 1 BUFFER IMPACT = 865 SF
- 0 25 50 100 Feet
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ID#* 20210047 Version* 1
Regional Office * Raleigh Regional Office - [phone]
Reviewer List* Stephanie Goss
Pre -Filing Meeting Request submitted 1/6/2021
.......................................................................................................................................................................................................................................
Contact Name* Jonathan Page
Contact Email Address* [e-mail]
Project Name* UT Poplar Creek Stream Enhancements
Project Owner* Periann Russell
Project County* Wake
Owner Address: Street Address
2017 Carl Williamson Road
Address Line 2
aty
State / Province / Region
Raleigh
North Carolina
Postal / Zip axle
Country
27610
Wake
Is this a transportation project?* r Yes r No
Type(s) of approval sought from the DWR:
* 401 Water Quality Certification - F 401 Water Quality Certification -
Regular Express
* Individual Permit F Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes (-- No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below.*
82 LF of stream enhancement and stabilization on UT Poplar Creek.
See attached drawings.
Please give a couple of dates you are available for a meeting.

1 /25/2021
Please attach the documentation you would like to have the meeting about.
UT_POPLAR CREEK DESIGN 13OCT2020_... 1.27MB
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.
1 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
imow, 10,el
Submittal Date 1/6/2021