HomeMy WebLinkAbout20200851 Ver 1_401 Application_202006269 North Carolina Wildlife Resources Commission IQ
Gordon Myers, Executive Director
June 26, 2020
Sue Homewood
Division of Water Resources, Winston Salem Regional Office
Department of Environmental Quality
450 W. Hanes Mill Rd, Suite 300
Winston Salem NC 27105
Re: PCN Submittal for Big Horse Creek Stabilization at Lansing Fishing Pier Site
Dear Ms. Homewood,
The NC Wildlife Resources Commission completed construction of a Universally Accessible fishing pier on Big
Horse Creek in 2016. This project coincided with stream restoration work and greenway development by others.
Since its completion, there have been numerous flood events on Big Horse Creek. There has also been notable foot
traffic up and down the left bank upstream of the pier site by anglers who still prefer to approach the fishing hole
from the bank rather that the structure. These events and activities have eroded a section of stream bank which has
exposed the concrete slab footing of the pier structure. The front edge of the footing is being undermined. Further
flooding and scour threaten the integrity and safety of this structure unless work is done to stabilize the eroding bank
at this location. I have met at the site with Tom Davis of Foggy Mountain Nursery who was involved with the
earlier stream restoration & enhancement work on Big Horse Creek. NCWRC will have Foggy Mountain Nursery
perform the work described in the attached plans. I have been given agent authorization by the Town of Lansing to
obtain any necessary permits, and I will work with Tom to monitor construction.
As we discussed earlier, a written notification for 401 General Water Quality Certification 4134 (in conjunction with
USACE NWP-13) will be required to perform this work due to the HQW classification of Big Horse Creek.
The PCN for this project is being submitted to NCDEQ-DWR and USACE electronically. The package includes the
permit drawing set along with supporting documentation and existing condition photos.
Please contact me if you have any questions or require any additional information.
Best regards,
Jeff C. Ferguson, PE
North Carolina Wildlife Resources Commission
Engineering Section
cc: Amanda Fuemmeler, US Army Corps of Engineers
Andrea Leslie, NC Wildlife Resources Commission
Mailing Address: N.C. Wildlife Resources Commission • 1701 Mail Service Center • Raleigh NC 27699-1701
Telephone: (919) 707-0010
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DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
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?*
G Yes r No
Change only if needed.
BIMS # Assigned * Version#*
20200851 1
Is a payment required for this project?*
r No payment required What amout is owed?*
r Fee received IT $240.00
r Fee needed - send electronic notification r $570.00
Reviewing Office *
Winston-Salem Regional Office - (336) 776- Select Project Reviewer*
9800 Stephanie Goss:eads\szgoss
Information for Initial Review
1a. Name of project:
Lansing Park Accessible Fishing Pier Bank Stabilization
1a. Who is the Primary Contact?*
Jeff C. Ferguson, PE
1b. Primary Contact Email:*
jeff.ferguson@nc\Mldlife.org
Date Submitted
6/26/2020
Nearest Body of Water
Big Horse Creek
Basin
New
Water Classification
C;HQW
Site Coordinates
Latitude: Longitude:
36.49946-81.51325
A. Processing Information
County (or Counties) where the project is located:
Ashe
Is this a NCDMS Project
r Yes IT No
Is this project a public transportation project?*
r Yes IT No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1c. Primary Contact Phone:*
(828)231-3517
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:
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
13 - Bank Stabilization
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:
F- 401 Water Quality Certification - Express
F- 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?
r Owner W 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:
Town of Lansing
2b. Deed book and page no.:
DB 00455/PN 2243
2c. Responsible party:
2d.Address
Street Address
P.O. Box 266
Address Line 2
city
Lansing
Postal / Zip Code
28643
2e. Telephone Number:
(336)384-3938
2g. Email Address:*
clerk.lansingnc@gmail.com
State / Rovince / legion
NC
Country
USA
2f. Fax Number:
r- Yes r No
r Yes r No
3. Applicant Information (if different from owner)
3a. Name:
Jeff C. Ferguson, PE
3b. Business Name:
North Carolina Wildlife Resources Commission
3c.Address
Street Address
171 Southern Cross Road
Address Line 2
(Sty
State / Province / Fiegion
Weaverville
NC
Postal / Zip Code
Country
28787
USA
3d. Telephone Number:
3e. Fax Number:
(828)231-3517
3f. Email Address:*
jeff.ferguson@ncWldlife.org
4. Agent/Consultant (if applicable)
4a. Name:
Jeff C. Ferguson, PE
4b. Business Name:
North Carolina Wildlife Resources Commission
4c.Address
Street Address
171 Southern Cross Rd.
Address Une 2
City
State / Province / Pegion
Weaverville
NC
Postal / Zip Code
Country
28787
USA
4d. Telephone Number: 4e. Fax Number:
(828)231-3517
4f. Email Address:*
jeff.ferguson@ncWldlife.org
Agent Authorization Letter*
Town of Lansing Agent Authorization for Fishing Pier repair.pdf 258.16KB
C. Project Information and Prior Project History U
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality / town:
Lansing, NC
2. Project Identification
2a. Property Identification Number:
2b. Property size:
Parcel No. 16215022
9.56
2c. Project Address
Street Address
8454 NC HWY 194N
Address Line 2
(Sty
State / Province / Rion
Lansing
NC
Postal / Zip Code
Country
28643
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Big Horse Creek
3b. Water Resources Classification of nearest receiving water:*
C; HQ W
3c. What river basin(s) is your project located in?*
New
3d. Please provide the 12-digit HUC in which the project is located.
050500010105
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
Greenway & park area adjacent to Big Horse Creek. Wooded area on opposite side of creek. Town center is on opposite side of NC 194 from park & project site.
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)
Lansing PFA Stabilization_Topo Map.pdf
1.71 MB
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)
Lansing PFA Stabilization_Soil Map.pdf 177.18KB
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:
1983
4h. Explain the purpose of the proposed project:*
NCWRC installed a universally accessible fishing platform on a stocked section of Big Horse Creek in 2016. The platform construction took place following completion of a stream
restoration project built by Foggy Mountain Nursery. Since then, there have been a high number of flood events in the region that have impacted Big Horse Creek. The frequent
flooding and foot traffic on the left bank upstream of the fishing platform resulted in erosion which has exposed a portion of the slab footing of the fishing platform that was previously
embedded in the bank. Continued scour threatens the structural integrity of the fishing platform which has been temporarily closed until the problem can be addressed by installing rock
toe and a rock vane structure with bank shaping & stabilization practices.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
A short single arm vane Will be installed upstream of the bank erosion using suitable rock. 30LF of rock sill will be installed at the toe of the eroded bank to the upstream edge of the
exposed footing. Cobble or graded stone mix will be used to backfill behind the sill and create a winged deflector. These two elements will help reduce near bank stress and protect the
bank from erosion. Small boulder will also be placed to protect the downstream corner of the exposed footing. The eroded stream bank will be laid back at 2:1, seeded and covered with
coir matting. Livestakes will be planted along the repaired bank in the fall. No stream crossings or equipment tracking in the stream will be necessary to perform this work.
4j. Please upload project drawings for the proposed project.
LansingPFA_20_Stabilization-Repairs _Permit Drawing Set_062520.pdf 716.26KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes
Comments:
r No
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
M Unknown
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
1a. Where are the impacts associated with your project? (check all that apply):
f— Wetlands W Streams -tributaries r Buffers
f— Open Waters F Pond Construction
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type* :1 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
11
Repair of eroded bank Permanent Bank Stabilization Big Horse Creek ::1ff:::]
Both 50 E(I—f-:):
p 9
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
68
31. Total stream and ditch impacts:
68
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
31. Total temporary stream impacts:
0
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Work will use natural channel design practices to repair bank erosion and scour that could impact the integrity of an accessible fishing platform. Foot
traffic and flood events have eroded the stream bank upstream of the fishing platform. This project will restore and stabilize the bank to minimize
further soil loss and tp protect the structure.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Work will be staged from above OHWM (no equipment tracks in the stream). Sediment fence to be installed around stockpile area. No removal of
trees. Slopes of streambanks will be eased and stabilized with native seed & coir matting. Livestakes to be installed after November.
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:
No loss of aquatic resources resulting from this project. Length of stream impact is below DWR threshold for mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
Project site is not located in an area covered by NC Riparian Buffer rules
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 15ANCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r Yes r No
Comments:*
Does not meet criteria to require preparation of a SEPA.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15ANCAC 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.
This project is a repair to flood damage and should not result in additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor 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?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
r Yes r No
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees 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
r Unknown
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.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
Conferred with Byron Hamstead at USFWS. Documentation is attached.
Consultation Documentation Upload
Lansing Pier Stabilization - USFWS Response.pdf 76.48KB
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?*
From hpoweb, Town of Lansing including greenway park site is mapped as AH0476 Lansing Historic District in National Register of Historic Places.
Requested DCR-Environmental Review on 6/1/20. No reply yet. Will forward reply when received.
7c. Historic or Prehistoric Information Upload
DCR Review Placeholder.pdf
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-yearfloodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
Contacted Ashe County Planning Department. Obtained Flood Zone Permit (attached).
8c. What source(s) did you use to make the floodplain determination?*
NC Flood Mapping
F-
Miscellaneous
201.47KB
Comments
Cover letter attached.
$240 fee for minor water quality certification was transferred electronically from NCWRC to NCDEQ-DWR on 6/3/20. EFT document number: 401 Lansing. Print of EFT confirmation is
attached.
Ashe County Flood Zone permit attached.
Existing conditions photos attached.
Foggy Mountain Landscaping will perform repair & stabilization work.
Miscellaneous attachments not previously requested.
Lansing PFA Stabilization_Cover Letter to Sue Homewood_06-26-20.pdf 77.22KB
Lansing Pier Stabilization - EFT Confirmation.pdf 125.29KB
Lansing Park Pier Repair Flood Permit Signed 6.12.20.pdf 71.85KB
Lansing PFA Stabilization_Existing Condition Photos_051420.pdf 780.42KB
Signature
*
W By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Jeff C. Ferguson, PE
Signature
.ram C.",E
Date
6/26/2020
u
Town of Laming
Town Hall 173 B Street - PO Box 266 Lansing, NC 28643 - 336.384.3938 - www.lansingnc.us
Board of Aldermen: Jim Blevins, Cheyenne Blevins, Matt Cordell, Tom Richardson
Finance officer: Elizabeth Johnson Town Attorney: John "Jak" B. Reeves
Mack Powers, Mayor Marcy B. Little, Town Clerk
May 22, 2020
Jeff C. Ferguson, PE
Mountain Region Engineer
NC Wildlife Resources Commission
171 Southern Cross Rd.
Weaverville, NC 28787
Dear Mr. Ferguson,
Thank you for your prompt attention to the information you received on the erosion of the creek bank
at the Town of Lansing ADA accessible fishing pier located in the Historic Lansing Creeper Trail Park.
The Town of Lansing is allowing the NC Wildlife Resources Commission to act as their agent
regarding applications for any State, Federal or Local permits and certifications required to conduct
stream bank stabilization and repair work at the existing fishing pier site.
If anything further is needed, please do not hesitate to contact the Lansing Town Hall.
Sincerely,
Mack Powers, Mayor
Town of Lansing
336-384-3938
www.lansingnc.us
MP:mbl
1
LANSING ACCESSIBLE FISHING PIER
Town of Lansing Park & Greenway
USGS TOPO MAP
Ol k�
Project Area
\ I
�1
m
Ad
r LO
T
Greenway Path .
Parking Lot
� r
I
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NSF ,
► W
do
right�0 2013 National �
0 100 200 400 600 800
Feet
Project Area
r__ __1
Fishing Pier
N36.49946°
W81.51325°
LANSING ACCESSIBLE FISHING PIER
Town of Lansing Park & Greenway
USDA-NRCS SOIL MAP UNITS
Colvard fine sandy loam �\
JGreenway Path
B/G
HpRs�y
cRFF�
Ashe gravelly fine sandy loam, 25 to 65 percent slopes
Ashe gravelly fine sandy loam, 25 to 65 percent slopes
Edneyville loam, 25 to 45 percent slope
Parking Lot
Braddock -Urban land complex, 2 to 15 percent slo
kv
0 50 100 200 300 400
Feet
LANSING FISHING PIER BANK STABILIZATION PROJECT
BIG HORSE CREEK, ASHE COUNTY
EXISTING CONDITION PHOTOS (Taken on May 14, 2020)
VNI
PERMIT DRAWINGS
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
TOWN OF LANSING ACCESSIBLE FISHING PIER
FLOOD DAMAGE REPAIRS
BIG HORSE CREEK
14 MILES TO
} VA STATE LINE
S. BIG HORSE
CREEK RD.
1353
SITE
TOWN OF
LANSING
BIG
HORSE
CREEK
13 MILES TO
WEST JEFFERSON
0 1,000 2,000 PROJECT SITE LOCATION:
9946*
SCALE: 1 "=2,000� W81N36. 51325
W81.51325°
DIRECTIONS TO SITE:
1. FROM ASHEVILLE, NC; FOLLOW 1-40 EASTBOUND FOR 31 MILES.
2. TAKE EXIT 85 (US-221) NORTHBOUND TOWARD MARION. FOLLOW US-221 FOR 41 MILES TO LINVILLE.
3. AT LINVILLE. TURN LEFT ONTO NC-105 N. FOLLOW NC-105 N FOR 17 MILES TO BOONE.
4. AT BOONE, CONTINUE STRAIGHT THROUGH AS NC-105 BECOMES US-221 BUS. FOLLOW FOR 1.7 MILES.
5. TURN RIGHT ONTO US-221 N/ US-421 S (KING ST.). FOLLOW FOR 9.6 MILES TO DEEP GAP.
6. AT DEEP GAP. TURN LEFT ONTO NC-221 N. AND FOLLOW FOR 12.4 MILES TO WEST JEFFERSON.
7. AT WEST JEFFERSON. TURN LEFT ONTO NC-221 BUS N. CONTINUE THROUGH TOWN AND AS NC-221 BUS N BECOMES
NC-194 / NC-88 W (JEFFERSON AVE.).
8. FOLLOW FOR 3.8 MILES, THEN TURN RIGHT ONTO NC-194 N AT WARRENSVILLE.
9. TAKE NC-194 N FOR 4 MILES INTO LANSING, AND THEN CONTINUE STRAIGHT ONTO NC SR1353 S. BIG HORSE CREEK RD.
10. GREENWAY AND PROPOSED PIER SITE WILL BE ON THE LEFT.
ASHE COUNTY
.qHFFT INIIIFX
COVER SITE MAP, SITE DIRECTIONS & INDEX
SD-1.0 AS -BUILT & EXISTING SITE CONDITIONS, CONSTRUCTION SEQUENCE
SD-2.0 PROPOSED BANK STABILIZATION @ PIER SITE
SD-6.0 PROFILES
SD-8.0 DETAILS & SEEDING SCHEDULE
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NOTE: IT IS THE CONTRACTOR'S RESPONSIBILITY TO CALL 811 FOR UTILITY LOCATION SERVICES
PRIOR TO START OF CONSTRUCTION. ALL UNDERGROUND UTILITY LINES SHALL BE LOCATED
AND MARKED BEFORE BREAKING GROUND.
ALL DEBRIS FROM CLEARING, EXCAVATION AND DEMOLITION SHALL BE LOADED AND
HAULED OFF -SITE FOR DISPOSAL A SUITABLE FACILITY. NO BURNING OR ON -SITE BURIAL OF
WASTE SHALL BE PERMITTED.
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Surveyed: JCF
Designed: JCF
Drawn: JCF
Approved:
COVER
CONSTRUCTION SEQUENCE:
1. CONTRACTOR IS RESPONSIBLE FOR REQUESTING UTILITY
LOCATION AND IDENTIFICATION IN THE WORK AREA PRIOR
TO ANY EXCAVATION.
2. CONTRACTOR WILL COORDINATE WITH THE TOWN OF
LANSING TO DETERMINE AN ACCEPTABLE APPROACH
CORRIDOR FOR EQUIPMENT AND MATERIALS ACCESS.
BEST EFFORT SHALL BE MADE TO AVOID DAMAGE TO ANY
EXISTING FACILITIES AND INFRASTRUCTURE.
3. CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING ALL
NECESSARY EQUIPMENT AND MATERIALS (UNLESS
OTHERWISE NOTED ON PLANS).
4. SEDIMENT FENCE SHALL BE INSTALLED ABOVE TOP OF
BANK AT STOCKPILE AREA.
5. DURING BOULDER VANE AND TOE SILL CONSTRUCTION,
EQUIPMENT TRACKS SHOULD STAY ABOVE THE WATER
LINE. AVOID PLACING ANY SOIL FILL BELOW OHWM
(EL.=2648.0')
6. NON -WOVEN GEOTEXTILE CLOTH SHALL BE PLACED
BEHIND VANE, SILL AND ALONG UPSTREAM EDGE OF
EXPOSED PIER FOUNDATION BEFORE BACKFILLING WITH
COBBLE.
7. RESHAPE STREAM BANKS ABOVE VANE & BOULDER
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AS SURVEYED IN
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TOP OF FISHING PIER DECK: N: 1010250.47
EL.=2651.17' E: 1261313.72
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WORK ON SAME DAY. LIVESTAKE INSTALLATION IS NOT
PART OF THIS CONTRACT. LIVESTAKES WILL BE PLANTED
IN FALL BY NCWRC STAFF OR IN A SEPARATE CONTRACT.
9. UPON COMPLETION OF ROCK WORK AND BANK
SHAPING/MATTING, REMOVE ANY REMAINING ROCK,
BOULDERS, WASTE OR OTHER MATERIALS FROM THE
PROPERTY.
10. REMOVE SEDIMENT FENCE. APPLY TEMPORARY &
PERMANENT SEED (MATCHING GRASS TYPE OF UPLAND
AREA) AND STRAW MULCH TO ALL DISTURBED AREAS.
11. MEET WITH PROJECT ENGINEER FOR INSPECTION OF
WORK.
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File Name:
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Sheet No.
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STOCKPILE & STAGING AREA
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SF SF 3F 700g/sm COIR MATTING. (100SFf)
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1. RESHAPED STREAM BANKS SHALL BE SEEDED,
MULCHED AND MATTED AT END OF SAME WORK
DAY.
2. SINGLE ARM VANE AND SILL TO BE BUILT USING
CLEAN, STRUCTURE ROCK (APPROX. 31 x 2'W x
1'TH. FOR FOOTINGS AND SILL.
3. APPLY NONWOVEN GEOTEXTILE BEHIND ROCK SILL
AND ALONG FOUNDATION EDGE BEFORE
BACKFILLING WITH MIX OF SMALL BOULDER, RIVER
COBBLE (D50N4" AND/OR CLASS-B RIPRAP)
4. GRADE BANK SLOPES AT 2H:1V. APPLY SEED MIX,
STRAW MULCH THEN INSTALL 700g/sm COIR
MATTING.
5. LIVESTAKES TO BE PLANTED AFTER NOV. 1 BY
NCWRC STAFF OR AS ADD -ON TO EXISTING
CONTRACT.
PROPOSED BANK STABILIZATION AT FISHING PIER
Scale: 1 "=5'
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TOP OF SLAB FOOTING
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SEED & PLANTING SCHEDULE
Soil tests are recommended for ph and available nutrients, and soils of seeded areas should be amended according to test results.
TEMPORARY SEED (MOUNTAIN REGION - SUMMER)
BROWNTOP MILLET (Urochloa ramosa) Application Rate: 20Lbs./Acre
OR
GERMAN MILLET (Setaria italica) Application Rate: 20Lbs./Acre
PERMANENT SEED (NATIVE RIPARIAN MIX*)
Application Rate: 5-101-bs./Acre (for combined mix)
SWITCH GRASS (Panicum virgatum)
PARTRIDGE PEA (Chamaecrista fasiculata)
DEER TONGUE (Dichanthelium clandestinum)
LANCE LEAVED COREOPSIS (Coreopsis lanceolata)
BLACK EYED SUSAN (Rubecka hirta)
Other native riparian species may be added or substituted with approval from NCWRC biologist or project engineer. Permanent seed for any disturbed
upland areas of the park site shall match the existing grass species.
STRAW MULCH
Spread weed free wheat straw over all seeded areas including those where coir matting will be installed at a rate of 2 Tons/Acre or 800SF/Bale.
LIVE STAKES*** (TO BE INSTALLED AFTER NOVEMBER 1)
SILKY DOGWOOD (Corpus amonum)
SILKY WILLOW (Salixsericea)
NINE BARK (Physocarpus opulifolius)
Live stakes must be planted during the dormancy period (between November 1 - March 1).
Live stakes may be cut from locally identified sources or purchased precut from nursery.
Bottom of stake should be cut at 45' angle. Before planting, shave outer bark from lower 6" to expose cambium.
Plant stakes so that 2/3 of total length is in soil. Push stakes into soil or pre -bore holes with rebar. Plant in a diamond pattern with stakes spaced at 3'
apart.
AA SEDIMENT FENCE INSTALLATION DETAIL
8.0 No Scale
TRENCH UPHILL AND
UPSTREAM EDGES
OF MATTING
1.5"x1.5"x24"L. HARDWOOD
STAKES DRIVEN @ 3' SPACING
ALONG TOP, TOE, UPSTREAM
EDGE & OVERLAPS OF
MATTING. (TYP)
CC COIR MATTING INSTALLATION DETAIL
8.0 No Scale
12"L. ECO—STAKE
SET IN DIAMOND PATTERN @ 3' MAX. SPACING (TYP)
LIVESTAKES TO BE PLANTED DURING DORMANCY SPACED 0 1/SY.
700g/sm COIR MESH MATTING
(SEED AND SPREAD STRAW MULCH BEFORE INSTALLING)
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
STEEL POST
WIRE FENCE
PLASTIC OR
WIRE TIES
MIN. 50LB. -
TENSILE
STRENGTH
18"-24"
NOTE:
1. STEEL POSTS FOR SEDIMENT FENCE
SHALL BE MIN. 1.25LB/LF 0 5' MIN.
LENGTH. POSTS SHALL HAVE
PROJECTIONS TO FACILITATE FASTENING
FABRIC.
2. SEDIMENT FENCE FILTER FABRIC SHALL
CONFORM TO ASTM D 6461 AND SHALL
CONTAIN UV INHIBITORS & STABILIZERS TO
PROVIDE A MIN. 6 M0. EXPECTED USABLE
CONSTRUCTION LIFE.
J. WIRE FENCE REINFORCEMEW FOR
STANDARD STRENGTH FILTER FABRIC
NATURAL SHALL BE MIN. 14 GA. STEEL W/ MAX.
GROUND MESH SPACING OF 6 INCHES.
1 U FORWARD ALONG THE U `FABRIC
TRENCH
WIRE FILTER FABRIC
FENCE �BACKFILL TRENCH AND
COMPACT THOROUGHLY
STEEL
POST
8111
24 " Ir " MN
CROSS—SECTION
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST
ONCE A WEEK AND AFTER EACH
RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT
FENCE COLLAPSE, TEAR, DECOMPOSE
OR BECOME INEFFECTIVE, REPLACE
IT PROMPTLY.
NATURAL REMOVE SEDIMENT DEPOSITS AS
GROUND NECESSARY TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT
UPS RAIN AND TO REDUCE PRESSURE ON
THE FENCE. TAKE CARE TO AVOID
IN UNDERMINING THE FENCE DURING
CLEANOUT.
eSEDIMENT FENCE INSTALLATION DETAIL
8.0 No Scale
24"L. HARDWOOD STAKE ALONG TOE @ 3'O.C.
NOTES:
1. GRADED BANKS SHALL BE SEEDED AND MULCHED
PRIOR TO INSTALLATION OF MATTING.
2. DISTURBED AREAS WITHIN 25' OF TOPS OF BANKS
SHALL BE SEEDED & MULCHED BY THE END OF
EACH WORK DAY.
3. METAL STAKES OR STAPLES SHALL NOT BE USED.
4. MATTING SHALL BE INSTALLED ACCORDING TO
MANUFACTURER'S SPECIFICATIONS.
5. LENGTH OF MATTING SHOULD TYPICALLY RUN
PARALLEL WITH DIRECTION OF STREAM FLOW. ALL
OVERLAPS SHOULD BE MIN. 12" WITH EDGE OF
UPHILL OR UPSTREAM SECTION ON TOP.
REMOVE ALL FENCING MATERIALS
AND UNSTABLE SEDIMENT DEPOSITS
AND BRING THE AREA TO GRADE
AND STABILIZE IT AFTER THE
CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED.
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25-JUN-2020
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Surveyed: JCF, KBH
Designed: JCF
Drawn: JCF
Approved:
SD-8.0
Ferguson, Jeff C
From: DCR - Environmental Review
Sent: Monday, June 01, 2020 5:21 PM
To: Ferguson, Jeff C
Subject: Automatic reply: NCWRC Fishing Pier Site Bank Stabilization - Town of Lansing (Ashe
County)
On Tuesday, March I0a', Governor Roy Cooper announced a State of Emergency to prepare resources for
minimizing COVID-19. Persons working in Wake, Orange, Durham, and commuting counties are currently
advised to work from home, if possible, to reduce public exposure. As we evolve our work process with new
developments, it may not be possible to review your project within thirty (30) days. If you have any questions
or concerns, please contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or
environmental.review@ncdcr.gov.
If you have wider concerns about COVID-19 in North Carolina, please review these websites:
• Governor Cooper's Executive Order No. 16: hM2s://govemor.nc.gov/documents/executive-order-no-I 16
• North Carolina Department of Human and Health Services Response to COVID-19:
https://www.ncdhhs. gov/divisions/public-health/coronavirus-disease-2019-covid-19-response-north-
carolina
• This is the CDC guidance for businesses, which recommends routine cleaning:
https://www.cdc.gov/coronavirus/2019-ncov/community/guidance-business-response.html
• This page addresses cleaning following a suspected or confirmed exposure in the location:
https://www. cdc.gov/coronavi rus/2019-ncov/community/organizations/cleaning-d isi nfection. htm I
Thank you for your email submission. Please check the below guidelines to ensure your request
can be processed. Please allow 30 days for a response.
1. Only one project per email
2. Include a project description, address/location, and a map showing project boundaries
3. pdf attachments are preferred.
4. ..Zp, . t f downloads, Or finkS t0 WebSZt2S will not be processed unless prior approval is issued by
NCHPO ER Staff.
5. Message size should be no larger than 25 MB
6. . kmll. km. files will be accepted if available
FLOOD ZONE PERMIT
COUNTY OF ASHE
Date: 06/12/2020
Owner: TOWN OF LANSING
Address: PO BOX 266, LANSING, NC, 28643
Phone: 336-384-3938
Site Information:
Address:209 S BIG HORSE CREED RD,
Lansing, NC 28643
Tax Id #:16215022
Is development located within floodplain? Yes
Base flood elevation: 2660.9
Is development located within floodway? *S -
Panel Number 2061 Firm Zone: AE
Elevation to which lowest floor must be constructed: n/a
General Contractor: [contractomame] License # [certificatenumber]
Type of Construction Repair of Pier/Pedestrian Bridge in
Lansing Park
Existing Construction: Yes
Comments: See Notes on next page
SITE Approved PERMIT Approved
The undersigned agrees to confirm all applicable laws of the County of Ashe and the State of North Carolina, and
farther states that all information vided herein is true.
Owner/Contractor: E : } Date:
Floodplain Administrator: - Date: Z Z.o
Substantial Improvement Worksheet
Project Cost �: 50 Percent (substantial improvement)
Market Value < 50 Percent (non substantial improvement)
Project Cost Include:
• Materials
• Labor
• Built in appliances
• Overhead
• Profit
Market Value
• Appraised value
• Tax. value (per tax department)
Project Cost .00
Market Value .00
Project Notes:
O6112/2020
NC Wildlife Resources Commission plans to repair erosion at Lansing Park
Wesley Barker
Pier/Pedestrian Bridge. Creek bank will be restored to original condition with no
new disturbance of the creek banks. Repair will also correct flow of water away
from bridge platform to prohibit future erosion.
Engineering plans submitted by NC Wildlife Commission. A no -rise certificate will
not be needed as no additional changes to the creek bank will be incurred. Spoke
with Jeff Ferguson, NC Wildlife Engineering about project to confirm no change in
creek bank or water flow.
[notedt]
[note]
[createdby]
Re: [EXTERNAL] Bank Stabilization of Erosion at NCWRC Fishing Piers (Lansing...
Fri 6/12/2020 10:08 AM
Hamstead, Byron A <byron_hamstead@fws.gov>
Lansine Fishine Pier: Ashe Co: FWS Loe No 20-318
No concerns for project mediated impacts to federally protected species within the action area. There
are 2016 records of hellbender at this site. While this population is not currently protected under the
ESA, incorporating proactive conservation measures on its behalf may preclude to list it in the
future. We suggest coordination with our office and Commission biologists (Andrea Leslie, Lori Williams,
et al.) prior to instream activities so that staff may relocate any hellbenders and other animals out of
harms way. Please bear in mind that the pandemic has significantly restricted our ability to do any kind
of fieldwork. Hopefully those restrictions will be lifted in time for project construction. I wonder if this
is a good opportunity to install additional hellbender shelter habitat? Just a thought. I will defer to you
and your colleagues about that since they have experience with hellbenders at this site.
We appreciate the proposed use of biodegradeable coir fiber matting to accommodate erosion control
needs. To the extent that is feasible, we encourage planting, live -staking of herbaceous and deep
rooting woody vegetation in disturbed areas in the interest of providing long-term bank stability, shade,
and riparian cover habitat. I wonder if Foggy Mtn Nursery would be willing to help out with that since
they were involved with the original design/construction. I can help with plantings if our fieldwork
restrictions are lifted in time.
Byron Hamstead
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801