20230352 Ver 1_ePCN Application_20230303

DWR
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:
1/20/2023
BIMS # Assigned * Version#*
20230352 1
Is a payment required for this project? *
No payment required
Fee received
Fee needed - send electronic notification
What amout is owed?*
$240.00
$570.00
Reviewing Office* Select Project Reviewer*
Asheville Regional Office - [phone] Andrew Moore:[e-mail]
Information for Initial Review
la. Name of project:
Colter Shoreline Stabilizaiton
la. Who is the Primary Contact?*
Joel Lenk
1b. Primary Contact Email: * lc. Primary Contact Phone: *
[e-mail] [phone]
Date Submitted
3/3/2023
Nearest Body of Water
Lake Adger/Green River
Basin
Broad
Water Classification
WS-IV; CA
Site Coordinates
Latitude:
33.336
A. Processing Information
Longitude:
-82.220
Is this project connected with ARPA funding?
Yes No
County (or Counties) where the project is located:
Polk
Is this a NCDMS Project
Yes No
Is this project a public transportation project?*
Yes No

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
1b. 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: 54 - Living Shorelines
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
lh. 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:
COULTER BARBARA C ,PULTZ JAY E
2b. Deed book and page no.:
442 /730
2c. Contact Person:
Barbara Coulter
401 Water Quality Certification - Express
Riparian Buffer Authorization
2d. Address
Street Address
99 PINEY POINT LN
Address Line 2
City State / Province / Region
Mill Spring NC
Postal / Zip Code Country
28756 USA
Yes No
Yes No

2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Joel Lenk
3b. Business Name:
Quible & Associates, P. C.
3c. Address
Street Address
90 Church St. STE B
Address Line 2
City
Black Mountain
Postal / Zip Code
28711
3d. Telephone Number:
[phone]
3f. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Joel Lenk
4b. Business Name:
Quible & Associates, P. C.
4c. Address
Street Address
90 Church St. STE B
Address Line 2
City
Black Mountain
Postal / Zip Code
28711
4d. Telephone Number:
[phone]
4f. Email Address: *
[e-mail]
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:
Of appropriate)
Lake Adger
lc. Nearest municipality / town:
Mill Spring
2. Project Identification
2a. Property Identification Number:
P54-35 and P54-34
2b. Property size:
1.04and 1.12

2c. Project Address
Street Address
99 Piney Point Lane
Address Line 2
City State / Province / Region
Mill Spring NC
Postal / Zip Code Country
28756 USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Lake Adger/Green River
3b. Water Resources Classification of nearest receiving water: *
WS-IV; CA
3c. What river basin(s) is your project located in?*
Broad
3d. Please provide the 12-digit HUC in which the project is located.
030501050104
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: *
Existing conditions on the site consist of an actively eroding shoreline that is over -steep, devoid of riparian vegetation, lacking wake and wave attenuation, and is not providing substantial
habitat or appropriate transition/interaction between upland and open water. Land use in the vicinity of the project is rural residential and open water.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past? *
Yes No Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
There are no wetlands on these parcels
4g. List the total estimated linear feet of all existing streams on the property:
There is approximately 580 feet of Lake Adger Shoreline. There are no streams on these properties.
4h. Explain the purpose of the proposed project: *
The purpose the project is to greatly reduce or eliminate shoreline erosion in the project area through bio-engineering design and construction. The project will create a more appropriate
transitional riparian zone between uplands and open water that includes an appropriately sloped shoreline stabilized with rock and native vegetation and areas of quiescent backwater to
promote emergent wetlands. The project will effectively manage stormwater flowing from impervious surfaces above the shoreline to be released as dispersed flow through vegetated
conveyances, reducing stormwater impacts to the shoreline and improving water quality in Lake Adger.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project will involve installation of rock toe revetment and sill placement at the toe of the existing shoreline scarp. Native shrubs will be incorporated into rock as live steak and live whip
material. Rock sills will create calm, shallow backwater areas for wetland plants and habitat to emerge. Geolifts will be constructed above rock toe and will be stepped back to create a
more gently sloped shoreline (-3H:1V) capable of supporting dense, diverse, native herbaceous and shrub species of riparian vegetation (see attached plan set). The goal of the project is
to create a more natural, stable shoreline that is resistant to erosion from wind waves, boat wake, and stormwater runoff that complies with Federal, State, and Local regulations including
those of the Lake Adger POA (2022 Shoreline and Peripheral Tract Guidelines). Equipment to be used for the project will include but may not be limited to track mounted excavators,
barges, loaders and hand tools. A majority of the work will take place from a barge. Excavators, loaders and other land based equipment will only be operated in shallow water if absolutely
necessary. Temporary impacts to water quality (sediment) are not expected to be any greater than those produced by boat wake on a typical summer weekend and will likely be less and of
a shorter duration.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
Yes
Comments:
No wetlands or streams exist on the referenced parcels.
No 0 Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
Joel Lenk & Warren Eadus
Quible & Associates, P. C.

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?
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
4. Open Water Impacts
Buffers
4a. Site #
4a1. Impact Reason
4b. Impact type
4c. Name of waterbody
4d. Activity type
4e. Waterbody type
4f. Impact area
1
Restoration
T
Lake Adger
Stabilization
Lake
0.03
4g. Total temporary open water Impacts:
0.03
4g. Total open water impacts:
0.03
4h. Comments:
4g. Total permanent open water impacts:
0.00
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:
Development of a detailed bio-engineered plan to stabilize the failing shoreline.
Application and receipt of all required permits from USACE, NC DWR, and the approval from the Lake Adger POA before work begins.
Development of plans and specifications that clearly describe measures to be implemented to avoid and minimize temporary impacts to water quality
and that will enhance water quality and habitat over time including: natural channel design; SESC measures; material handling; equipment operation;
slope stabilization; etc.
Development of a plan that does not propose permanent water quality impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Selection of a contractor that is licensed in the state of NC and has experience constructing natural channel design, slope stabilization, and
bioengineering projects.
Provide and review plans with contractor.
Conduct a preconstruction meeting(s).
Make efforts to ensure the contractor understands the plans and how to implement avoidance /minimization techniques.
Frequent inspections by engineer to document that construction techniques (temporary and permanent slope stabilization, material handling techniques,
and temporary and permanent vegetation establishment are being used.
Listening to contractor concerns and answering questions.
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:
The project does not exceed mitigation thresholds for impacts outlined in the requested nationwide permit.
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:
The project does not take place within an area that NC RBPR rules apply.
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
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.
The project is a stabilization/restoration project that does not enable additional development and should improve downstream water quality.
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
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?
None. Only trees that are in immanent danger of falling (severely leaning) that could impact the project success and water quality will be cut flush with
the ground. Root ball(s) will be left in place.
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? *
None.
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? *
None.
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:
The proposed project will take place in Lake Adger, a relatively large lake used for hydroelectric power generation and is potentially a future municipal
water supply. Lake pool elevation varies due to release of water for power generation. The shoreline of the lake is severely eroded in many areas and it
is well documented that the lake is experiencing heavy sediment accumulation at its upstream end. The proposed project will not displace more volume
than the original Lakeshore displaced at the time the impoundment was created. The volume of the proposed project is not significant to BFE in the lake
when compared to lake volume, sediment volume entering the lake and lake pool elevation determined by dam spillway elevations and water release for
power generation.
8c. What source(s) did you use to make the floodplain determination? *
https://msc.fema.gov/portal/search, Polk County GIS, NC FRIS website
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
P22104-Coulter AGENT_AUTHORIZATION_FORM ex.pdf 195.12KB
P22104-Coulter Shoreline Stabilization Bidding Set.pdf 4.12MB
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:
Joel Lenk
Signature
g-)
Date
3/3/2023

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. #16 and #17 PLAN NO. D-927 PARCEL ID: P54-35; P54-34
STREET ADDRESS: 99 Piney Pointe Lane Mill Spring, NC 28756
Please print:
Property Owner: Barbara Coulter and Jay Pultz
Property Owner:
The undersigned, registered property owners of the above noted property, do herebyauthorize
Joel D. Lenk , of Quible & Associates, P.C.
(Contractor / Agent) (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):
Same as Above
Telephone:
201-321-7722
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
i
Auth Drized Signature
Authorized Signature
Date: 3/01 /2023 Date: 3/01 /2023

L E G E N D
SUBJECT PROPERTY LINE
NORTHBROOK CAROLINA HYDRO FLOOD EA5EMENT CONTOURS
10' MAJOR CONTOUR - PER 5URVEYOR DATA
2' MINOR CONTOUR - PER 5URVEY0R DATA
10' MAJOR CONTOUR - PER LIDAR DATA
2' MINOR CONTOUR - PER LIDAR DATA
5URVEY/LIDAR DATA DELINEATION BOUNDARY
FRI5 FLOOD DELINEATION
APPROXIMATE SHORELINE
TOP OF BANK
5TORM CULVERT
RIP -RAP DITCH
[ _ ] A5PHALT
GRAVEL AREA
[ — ] EXISTING BUILDING
0 EXI5TIN55, DOCK
O MONUMENT
N/F
BERN57EIN, REBECCA
PIN. P54-32
DEED BK: 462 PG 793
ACRES: 2.27
PROPERTY MONUMENT5 BASED ON SURVEY PREPARED BY
NATTHEIN R. BATTEY, P.L.5. AND ENTITLED "22-047
GQUIBLE-COULTER 2022-06-I9" AND RECEIVED VIA EMAIL
AUGUST 26, 2022.
SUBJECT PROPERTY LINE5 ARE BA5ED ON POLK COUNTY
SURVEY PLAT ENT17ED 'NORTH PARK 5UBDIV1510N 5ECT. 6"
OROINALLI' PREPARED BY G.A. AOLFE, PL.5., DATED VLY
13, 2000.
IN
3/4. REBAR 1
3/4" REBAR
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NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
N/F DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
COLTER, BARBARA C. E ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS � \�
lA PIN. F54-36 YE.
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
PIN.
DEED BK: 445,� R15 513
ACRES 5.76 QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
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OR BROWN RIVER STONE AS SPECIFIED IN THE 2022 SHORELINE
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930.0' 930.0' 930.0' 930.0'
925.0' 925.0' 925.0' 925.0'
920.0' 920.0' 920.0' 920.0'
915.0' 915.0' 915.0' of 915.0' Q
910.0' 910.0' 910.0' 910.0'
i
905.0' 905.0' 905.0' 905.0' Q
Z
J
O
900.0' 900.0' 900.0' 900.0' Q
U
W
I-
895.0' 895.0' 895.0' 895.0' \ O
-50.0 0.0 50.0 -50.0 0.0 50.0 M Z
Zi
O
SECTION C - C' SECTION D - D'
SCALE: 1" = 10.0' SCALE: 1" = 10.0'
W M
~ l o
O Y
935.0' 935.0' 935.0' 935.0' J
O
930.0' 930.0' 930.0' 930.0' U VVi'
�i
925.0' 925.0' 925.0' 925.0'
~+yj920.0' 920.0' 920.0' 920.0' _
Ld z
Z
915.0' 915.0' 915.0' 915.0' /; O
j�
a
910.0' 910.0' 910.0' 910.0' O
Lv
C�
905.0' 905.0' 905.0' 905.0' O
O
U
900.0' 900.0' 900.0' 900.0'
895.0' 895.0' 895.0' 895.0'
-50.0 0.0 50.0 -50.0 0.0 50.0
SECTION E - E' SECTION F - F'
SCALE: 1" = 10.0' SCALE: 1" = 10.0' NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS SHEET NO.
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION. 2
F 3 SH]EETq
\
925.0'
\ � z
\ EXISTING GRADE
\
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D:
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911.6'
\
925.0'
\
\
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EXISTING GRADE
� N
\
\
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\
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OHO
U �
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925.0'
\
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\
\ EXISTING GRADE
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\
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911.6'
925.0'
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EXISTING GRADE
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s11.s
PROJECT N0.
P22104
DESIGNED BY
QAT
)12�WIV BY
QAT
I II CKI C BY
WDE
ISSUE DATE
11 10 22

935.0'
930.0'
\
925.0'- -�- - - - - - -
\
\
\
920.0' -
\
\
\
\
925.0'
Y W
FILL TO STABILIZE GRADE (2:1 MIN) & = N
BACKFILLED PROPOSED GEO-LIFTS Q= Q w
~ J
O
ZQ0
TERRACED (P'O-i ACT PAKIV U
915.0' -
♦
♦ ♦ ♦ ♦
\ ♦ W W ♦
♦
- - - - - - - - - - - - - - - - - - - - - - - - - - --- - - ♦ - - - -
910.0,
905.0'
900.0,
895.0'
8 OZ NON -WOVEN FILTER FABRIC
0.0
TYPICAL ESCARPMENT BANK RESTORATION
(SECTION C - C' DEPICTED)
SCALE: 1" = 4.0'
TOP FABRIC
FILL MATERIAL
BIOD-BLOCK
ANCHOR
BOTTOM FABRIC
ROCK LAYER TO STRENGTHEN
TOE AND FOUNDATION
MIN 2.0' CLASS A AND
CLASS I RIP -RAP MIX
TOP FABRIC
FILL MATERIAL
BIOD-BLOCK
ANCHOR
III-III-III=-� �} =III=III;
d l l-III-III=III=1 1-I-III 1=III- --_ BOTTOM FABRIC
ROCK LAYER TO STRENGTHEN
TOE AND FOUNDATION
MIN 2.0' CLASS A AND
CLASS I RIP -RAP MIX
NOTES:
1. LIVE PLANTS AND CUTTINGS SHOULD BE USED IN EITHER SITUATION.
2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
3. STABILIZE SLOPE ABOVE GEOLIFT USING 6' WIDE COIR FABRIC, MIN 400 GRAMS PER SQUARE
METER WEIGHT.
BIO -BLOCK COIR BLOCK SYSTEM
TERRACED APPLICATION (GEO-LIFTITERRACED APPLICATION
N.T.S.
COMPACTED ROCK BASE &
FIRST GEO-LIFT TIER BUMPER
SOURCE ROCKS FROM
ADJOINING LAKE
911.6'
WATER LINE PER SURVEY DATA
935.0'
930.0'
925.0'
920.0'
915.0'
910.0,
905.0'
900.0,
895.0'
935.0'
930.0'
925.0'
920.0'
915.0'
910.0'
905.0'
900.0'
895.0'
NOTE: THIS DOCUMENT IS PRELIMINARY - NOT FOR CONSTRUCTION,
RECORDATION, SALES OR CONVEYANCES - THIS DOCUMENT IS FOR
DISCUSSION PURPOSES ONLY! EXISTING INFORMATION SHOWN ON THIS
DOCUMENT IS BASED ON BEST AVAILABLE DATA AND IS NOT A CERTIFIED SURVEY.
ALL INFORMATION SHOWN ON THIS DOCUMENT IS SUBJECT TO ANY REQUIREMENTS
BY ANY REGULATORY AGENCY, ENTITY OR AUTHORITY.
QUIBLE & ASSOCIATES, P.C. DOES NOT GUARANTEE THE ACCURACY OR THE
COMPLETENESS OF ANY INFORMATION IN THIS DOCUMENT AND IS NOT RESPONSIBLE
FOR ANY ERROR OR OMISSION OR ANY LOSSES OR DAMAGES RESULTING FROM THE
USE OF THIS INFORMATION.
\
PERMANENT VEGETATION TEMPORARY VEGETATION
SEEDING DATES: APRIL 1 - AUGUST 31: SEEDING DATES: SEP 1 - APR 31:
SEED MIXTURE APPLICATION RATES/ACRE SEED MIXTURE APPLICATION RATES/ACRE
NC PIEDMONT RIPARIAN/POLLINATOR MIX* 20 LBS GRAIN RYE & OATS 30 LBS
*ERNST SEEDS PRODUCT OR APPROVED EQUIVALENT SEEDING DATES: MAY 1 - AUG 31:
SEED MIXTURE APPLICATION RATES/ACRE
GERMAN MILLET & OATS 10 LBS
LIVE WHIPS APPLICATION RATES/ACRE
ELDERBERRY, SILKY DOGWOOD,
& NINE -BARK 660 WHIPS
CONTAINER PLANTS
SEDGES, RUSHES, &
EMERGENT NATIVES 220 QUART SIZE
SEEDBED PREPARATION:
LOOSEN SOILS TO A DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW, BREAK UP CLODS, REMOVE UNACCEPTABLE GROWTH (STICKS, ROOTS), STONES (>3"), AND
OTHER MATERIALS, AND WORK THE TOP 3-4 INCHES OF THE SOIL INTO A SEEDBED. THE AREA TO BE SEEDED SHALL BE RE -COMPACTED UTILIZING A CULTIPACKER ROLLER AND A
SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE SHALL BE THE FINISHED GRADE.
DISTURBED AREAS WITHIN THE WETLAND BASIN WILL BE SEEDED FOR PERMANENT GROUND COVER WITH A NC PIEDMONT WETLAND MIX AND AN ANNUAL COVER CROP MIX AT
MANUFACTURER SPECIFIED RATES.
DISTURBED AREAS OUTSIDE OF THE WETLAND BASIN WILL BE SEEDED FOR PERMANENT GROUND COVER WITH A NON -CLUMPING TURFGRASS MIX, SUCH AS HYBRID BERMUDA OR
CENTIPEDE, AT MANUFACTURER SPECIFIED RATES.
SOIL AMENDMENTS:
OBTAIN A SOIL TEST TO DETERMINE APPLICATION RATES AND FOLLOW RECOMMENDATIONS OF SOIL TESTS. WHEN A SOIL TEST IS NOT POSSIBLE, APPLY 3,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 STARTER FERTILIZER.
AFTER THE FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE WETLAND SEED MIX, NO PORTION OF THE WETLAND BASIN WILL BE FURTHER FERTILIZED.
MULCHING:
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY NETTING, ROVING OR BY CRIMPING WITH A MULCH ANCHORING
TOOL. STRAW MULCH WILL BE PLACED SUCH THAT SOIL IS STABILIZED AND ADEQUATE LIGHT REACHES THE SOIL LAYER (APPROX. 75% COVERAGE).
MAINTENANCE:
BEFORE WATER CAN BE ALLOWED IN THE WETLAND BASIN, SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES
IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND, IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN
SUFFICIENT TO GREATLY ENLARGE BARE SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND
REPAIR COST DOWN. NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN,
RE -SEEDED, AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (COMPLETE VEGETATIVE COVER IS REQUIRED.)
WEAK OR DAMAGED SPOTS MUST BE RESEEDED AS PROMPTLY AS POSSIBLE.
CONTAINER HERBACEOUS PLANTINGS MAY BE INSTALLED WITHIN WETLAND BASIN AT A SPACING OF APPROXIMATELY TWO FEET ON CENTER.
OTHER REVEGETATION METHODS, SUCH AS WILDFLOWER SOD OR PLUGS, MAY BE CONSIDERED TO ESTABLISH THE REQUIRED VEGETATION AND PROTECT AGAINST EROSION
BEFORE WATER IS ALLOWED TO ENTER THE WETLAND BASIN.
DISTURBED AREAS WILL BE WATERED REGULARLY DURING DRY PERIODS UNTIL A HEARTY STAND OF HERBACEOUS VEGETATION IS ESTABLISHED WITH A HEIGHT OF AT LEAST
SIX INCHES.
SEDIMENT REMOVAL:
SEDIMENT SHOULD ONLY BE SELECTIVELY REMOVED FROM STORMWATER WETLANDS, PRIMARILY FORM THE FOREBAY. SEDIMENT REMOVAL DISTURBS STABLE VEGETATION COVER
AND DISRUPTS FLOW PATHS THROUGH THE WETLAND. THE TOP FEW INCHES OF SEDIMENT SHOULD BE STOCKPILED SO THAT IT CAN BE REPLACED OVER THE SURFACE OF
THE WETLAND AFTER THE COMPLETION OF SEDIMENT REMOVAL TO RE-ESTABLISH THE VEGETATIVE COVER USING ITS OWN SEED BANK. ACCUMULATED SEDIMENT SHOULD BE
REMOVED FROM AROUND INLET AND OUTLET STRUCTURES.
SEEDING SPECIFICATIONS
8 OZ NON -WOVEN FILTER FABRIC
WETLAND VEGETATION PLANTING AREA
QUART SIZE PLANT CONTAINERS
CONSISTING OF MIX RIPARIAN SPECIES
8 OZ NON -WOVEN FILTER
0.0
TYPICAL ESCARPMENT BANK STABILIZATION WITH
ROCK SILL PROTECTED WETLAND PLANTED AREA
(SECTION B - B' DEPICTED)
SCALE: 1" = 4.0'
925.0'
Y o W
FILL TO STABILIZE GRADE (2:1 MIN) & w = N
BACKFILLED PROPOSED GEO-LIFTS m Q w
Z
J
O0
O
TERRACED GEO-LIFT BANK Z 0 o
/ COMPACTED ROCK BASE &
FIRST GEO-LIFT TIER BUMPER
SOURCE ROCKS FROM
ADJOINING LAKE
------------------------- --
911.6'
- WATER LINE PER SURVEY DATA
SHALLOW WATER
ROCK SILL
RECOMMENDED CONTAINER PLANT TYPES
PERMANENT VEGETATION TEMPORARY VEGETATION
SEEDING DATES: APRIL 1 - AUGUST 31: SEEDING DATES: SEP 1 - APR 31:
SEED MIXTURE APPLICATION RATES/ACRE SEED MIXTURE APPLICATION RATES/ACRE
NC PIEDMONT RIPARIAN/POLLINATOR MIX* 20 LBS GRAIN RYE & OATS 30 LBS
*ERNST SEEDS PRODUCT OR APPROVED EQUIVALENT SEEDING DATES: MAY 1 - AUG 31:
SEED MIXTURE APPLICATION RATES/ACRE
GERMAN MILLET & OATS 10 LBS
LIVE WHIPS APPLICATION RATES/ACRE
ELDERBERRY, SILKY DOGWOOD,
& NINE -BARK 660 WHIPS
CONTAINER PLANTS
SEDGES, RUSHES, &
EMERGENT NATIVES 220 QUART SIZE
SEEDBED PREPARATION:
LOOSEN SOILS TO A DEPTH OF 6-8 INCHES USING A RIPPER, HARROW, OR CHISEL PLOW, BREAK UP CLODS, REMOVE UNACCEPTABLE GROWTH (STICKS, ROOTS), STONES (>3"), AND
OTHER MATERIALS, AND WORK THE TOP 3-4 INCHES OF THE SOIL INTO A SEEDBED. THE AREA TO BE SEEDED SHALL BE RE -COMPACTED UTILIZING A CULTIPACKER ROLLER AND A
SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE SHALL BE THE FINISHED GRADE.
DISTURBED AREAS WITHIN THE WETLAND BASIN WILL BE SEEDED FOR PERMANENT GROUND COVER WITH A NC PIEDMONT WETLAND MIX AND AN ANNUAL COVER CROP MIX AT
MANUFACTURER SPECIFIED RATES.
DISTURBED AREAS OUTSIDE OF THE WETLAND BASIN WILL BE SEEDED FOR PERMANENT GROUND COVER WITH A NON -CLUMPING TURFGRASS MIX, SUCH AS HYBRID BERMUDA OR
CENTIPEDE, AT MANUFACTURER SPECIFIED RATES.
SOIL AMENDMENTS:
OBTAIN A SOIL TEST TO DETERMINE APPLICATION RATES AND FOLLOW RECOMMENDATIONS OF SOIL TESTS. WHEN A SOIL TEST IS NOT POSSIBLE, APPLY 3,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 1,000 LB/ACRE 10-10-10 STARTER FERTILIZER.
AFTER THE FIRST INITIAL FERTILIZATION THAT IS REQUIRED TO ESTABLISH THE WETLAND SEED MIX, NO PORTION OF THE WETLAND BASIN WILL BE FURTHER FERTILIZED.
MULCHING:
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY NETTING, ROVING OR BY CRIMPING WITH A MULCH ANCHORING
TOOL. STRAW MULCH WILL BE PLACED SUCH THAT SOIL IS STABILIZED AND ADEQUATE LIGHT REACHES THE SOIL LAYER (APPROX. 75% COVERAGE).
MAINTENANCE:
BEFORE WATER CAN BE ALLOWED IN THE WETLAND BASIN, SATISFACTORY STABILIZATION AND EROSION CONTROL REQUIRES A COMPLETE VEGETATIVE COVER. EVEN SMALL BREACHES
IN VEGETATIVE COVER CAN EXPAND RAPIDLY AND, IF LEFT UNATTENDED, CAN ALLOW SERIOUS SOIL LOSS FROM AN OTHERWISE STABLE SURFACE. A SINGLE HEAVY RAIN IS OFTEN
SUFFICIENT TO GREATLY ENLARGE BARE SPOTS, AND THE LONGER REPAIRS ARE DELAYED, THE MORE COSTLY THEY BECOME. PROMPT ACTION WILL KEEP SEDIMENT LOSS AND
REPAIR COST DOWN. NEW SEEDLINGS SHOULD BE INSPECTED FREQUENTLY AND MAINTENANCE PERFORMED AS NEEDED. IF RILLS AND GULLIES DEVELOP, THEY MUST BE FILLED IN,
RE -SEEDED, AND MULCHED AS SOON AS POSSIBLE. DIVERSIONS MAY BE NEEDED UNTIL NEW PLANTS TAKE HOLD.
MAINTENANCE REQUIREMENTS EXTEND BEYOND THE SEEDING PHASE. (COMPLETE VEGETATIVE COVER IS REQUIRED.)
WEAK OR DAMAGED SPOTS MUST BE RESEEDED AS PROMPTLY AS POSSIBLE.
CONTAINER HERBACEOUS PLANTINGS MAY BE INSTALLED WITHIN WETLAND BASIN AT A SPACING OF APPROXIMATELY TWO FEET ON CENTER.
OTHER REVEGETATION METHODS, SUCH AS WILDFLOWER SOD OR PLUGS, MAY BE CONSIDERED TO ESTABLISH THE REQUIRED VEGETATION AND PROTECT AGAINST EROSION
BEFORE WATER IS ALLOWED TO ENTER THE WETLAND BASIN.
DISTURBED AREAS WILL BE WATERED REGULARLY DURING DRY PERIODS UNTIL A HEARTY STAND OF HERBACEOUS VEGETATION IS ESTABLISHED WITH A HEIGHT OF AT LEAST
SIX INCHES.
SEDIMENT REMOVAL:
SEDIMENT SHOULD ONLY BE SELECTIVELY REMOVED FROM STORMWATER WETLANDS, PRIMARILY FORM THE FOREBAY. SEDIMENT REMOVAL DISTURBS STABLE VEGETATION COVER
AND DISRUPTS FLOW PATHS THROUGH THE WETLAND. THE TOP FEW INCHES OF SEDIMENT SHOULD BE STOCKPILED SO THAT IT CAN BE REPLACED OVER THE SURFACE OF
THE WETLAND AFTER THE COMPLETION OF SEDIMENT REMOVAL TO RE-ESTABLISH THE VEGETATIVE COVER USING ITS OWN SEED BANK. ACCUMULATED SEDIMENT SHOULD BE
REMOVED FROM AROUND INLET AND OUTLET STRUCTURES.
SEEDING SPECIFICATIONS
8 OZ NON -WOVEN FILTER FABRIC
WETLAND VEGETATION PLANTING AREA
QUART SIZE PLANT CONTAINERS
CONSISTING OF MIX RIPARIAN SPECIES
8 OZ NON -WOVEN FILTER
0.0
TYPICAL ESCARPMENT BANK STABILIZATION WITH
ROCK SILL PROTECTED WETLAND PLANTED AREA
(SECTION B - B' DEPICTED)
SCALE: 1" = 4.0'
925.0'
Y o W
FILL TO STABILIZE GRADE (2:1 MIN) & w = N
BACKFILLED PROPOSED GEO-LIFTS m Q w
Z
J
O0
O
TERRACED GEO-LIFT BANK Z 0 o
/ COMPACTED ROCK BASE &
FIRST GEO-LIFT TIER BUMPER
SOURCE ROCKS FROM
ADJOINING LAKE
------------------------- --
911.6'
- WATER LINE PER SURVEY DATA
SHALLOW WATER
ROCK SILL
RECOMMENDED CONTAINER PLANT TYPES
QUART SIZE PLANT CONTAINER (APPROX. 642) CONSISTING OF A MIXED VARIETY OF WETLAND AND
RIPARIAN SPECIES WHICH MAY INCLUDE THE FOLLOWING:
SCIENTIFIC NAME
COMMON NAME
PLANTING SEASON
PLANT SPACING
JUNCUS EFFUSUS L.
COMMON RUSH
SPRING, FALL
2 FT
CAREX ABSCONDITA
THICKET SEDGE
SPRING, FALL
2 FT
POLYGORNUM SAGITTATUM
ARROWLEAF TEARTHUMB
SPRING, FALL
2 FT
DICHANTHELIUM CLANDESTINUM
DEER TONGUE
SPRING, FALL
2 FT
LOBELIA CARDINALIS
CARDINAL FLOWER
SPRING, FALL
2 FT
CICUTA MACULATA
SPOTTED WATER HEMLOCK
SPRING, FALL
2 FT
SCHIZACHYRIUM SCOPARIUM
LITTLE BLUESTEM
SPRING, FALL
2 FT
ELYMUS VIRGINICUS
VIRGINIA WILDRYE
SPRING, FALL
2 FT
CHAMAECRISTA FASICULATA
PARTRIDGE PEA
SPRING, FALL
2 FT
COREOPSIS LANCEOLATA
LANCELEAF COREOPSIS
SPRING, FALL
2 FT
RUDBECKIA HIRTA
BLACKEYED SUSAN
SPRING, FALL
2 FT
HELIOPSIS HELIANTHOIDES
OXEYE SUNFLOWER
SPRING, FALL
2 FT
ASCLEPIAS TUBEROSA
BUTTERFLY MILKWEED
SPRING, FALL
2 FT
LIATRIS SPICATA
MARSH BLAZING STAR
SPRING, FALL
2 FT
TRADESCANTIA SUBASPERA
ZIGZAG SPIDERWORT
SPRING, FALL
2 FT
ASTER LATERIFLORUS
CALICO ASTER
SPRING, FALL
2 FT
ASTER PILOSUS
HEATH ASTER
SPRING, FALL
2 FT
PYCNANTHEMUM TENUIFOLIUM
NARROWLEAF MOUNTAINMINT
SPRING, FALL
2 FT
GEUM CANADENSE
WHITE AVENS
SPRING, FALL
2 FT
SOLIDAGO NEMORALIS
GRAY GOLDENROD
SPRING, FALL
2 FT
TRADESCANTIA OHIENSIS
OHIO SPIDERWORT
SPRING, FALL
2 FT
MONARDA FISTULOSA
WILD BERGAMOT
SPRING, FALL
2 FT
OENOTHERA FRUTICOSA
SUNDROPS
SPRING, FALL
2 FT
PENSTEMON CANESCENS
EASTERN GRAY BEARDTONGUE
SPRING, FALL
2 FT
SOLIDAGO BICOLOR
WHITE GOLDERNROD
SPRING, FALL
2 FT
SOLIDAGO ODORA
LICORICE SCENTED GOLDENROD
SPRING, FALL
2 FT
PANICUM VIRGATUM
SWITCHGRASS
SPRING, FALL
2 FT
SORGHASTRUM NUTANS
INDIANGRASS
SPRING, FALL
2 FT
ANDROPOGON GERARDII
BIG BLUESTEM
SPRING, FALL
2 FT
ASCLEPIAS INCARNATA
SWAMP MILKWEED
SPRING, FALL
2 FT
HELENIUM AUTUMNALE
COMMON SNEEZEWEED
SPRING, FALL
2 FT
ASTER PUNICEUS
PURPLESTEM ASTER
SPRING, FALL
2 FT
EUPATORIUM PERFOLIATUM
BONESET
SPRING, FALL
2 FT
MONARDA FISTULOSA
WILD BERGAMOT
SPRING, FALL
2 FT
VERNONIA NOVEBORACENSIS
NEW YORK IRONWEED
SPRING, FALL
2 FT
CONTAINER PLANTS
935.0'
930.0'
925.0'
920.0'
915.0'
910.0'
905.0'
900.0'
895.0'
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P22104
DESIGNED BY
QAr
DRAWN BY
QAT
CHECKED BY
WDE
SSUE DATE
11110122
' SHEET NO.
3
_ 3 SHEETS