20220581 Ver 1_ePCN Application_20220418

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:
3/1/2022
BIMS # Assigned* Version#*
20220581 1
Is a payment required for this project?*
No payment required
Fee received
Fee needed - send electronic notification
Reviewing Office*
Winston-Salem Regional Office - (336) 776-
9800
Information for Initial Review
What amout is owed?*
$240.00
$570.00
Select Project Reviewer*
Sue Homewood:eads\slhomewood
la. Name of project:
Veterans Park Stream Restoration
la. Who is the Primary Contact?*
Derek Goddard
1 b. Primary Contact Email: * lc. Primary Contact Phone: *
[e-mail] [phone]
Date Submitted
4/18/2022
Nearest Body of Water
Bledsoe Creek
Basin
New
Water Classification
C; Tr
Site Coordinates
Latitude:
36.500653
A. Processing Information
Longitude:
-81.120649
County (or Counties) where the project is located:
Alleghany
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
1 b. What type(s) of permit(s) do you wish to seek authorization?
Nationwide Permit (NWP)
Regional General Permit (RGP)
Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
Yes No
Nationwide Permit (NWP) Number: 27 - Restoration
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:
1f. Is this an after -the -fact permit application?*
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
Yes No
1 h. Is the project located in any of NC's twenty coastal counties?
Yes No
1j. Is the project located in a designated trout watershed?
Yes No
B. Applicant Information
ld. 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:
Alleghany County
2b. Deed book and page no.:
140/608
2c. Contact Person:
Eric Hamilton
2d. Address
Street Address
PO Box 366
Address Line 2
City
Sparta
Postal /Zip Code
28675
401 Water Quality Certification - Express
Riparian Buffer Authorization
State / Province / Region
NC
Country
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:
Derek Goddard
3b. Business Name:
BREC, PA
3c. Address
Street Address
1520 Meadowview Drive
Address Line 2
City
Wilkesboro
Postal / Zip Code
28697
3d. Telephone Number:
[phone]
3f. Email Address: *
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Derek Goddard
4b. Business Name:
BREC, PA
4c. Address
Street Address
1520 Meadowview Drive
Address Line 2
City
Wilkesboro
Postal / Zip Code
28697
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:
(if appropriate)
lc. Nearest municipality / town:
Sparta
2. Project Identification
2a. Property Identification Number:
3070676880
2b. Property size:
12.51

2c. Project Address
Street Address
254 Duncan Street
Address Line 2
City
Sparta
Postal / Zip Code
28675
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Bledsoe Creek
3b. Water Resources Classification of nearest receiving water: *
C; Tr
3c. What river basin(s) is your project located in?*
New
3d. Please provide the 12-digit HUC in which the project is located.
050500010406
4. Project Description and History
State / Province / Region
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site is rural in nature and inside a park. It has sparse residential development and some timber/forest land.
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:
1.09
4g. List the total estimated linear feet of all existing streams on the property:
1768
4h. Explain the purpose of the proposed project: *
Aquatic Habitat Restoration, Water Quality Improvement, Erosion Reduction, Bank Stabilization
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
The project will restore Bledsoe Creek, establish a riparian buffer. Work will be conducted from the banks when possible. The project will utilize a excavator.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
Yes No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
Preliminary Approved Not Verified Unknown N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
Derek Goddard
BREC
6a. Is this a phased project?*
Yes No
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

la. Where are the impacts associated with your project? (check all that apply):
Wetlands Streams -tributaries
Open Waters Pond Construction
3. Stream Impacts
Buffers
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
restoration
Permanent
Other
Bledsoe Creek
Perennial
Both
8
Average (feet)
1,167
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
1,167
3i. Total stream and ditch impacts:
1
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
3i. Total temporary stream impacts:
0
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
This impact is the only practical alternative to re-establish a stream side buffer and repair the stream.
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Stringent erosion control standards for sensitive water sheds will be adhered too. This site will be stabilized prior to major rainfalls and/or the end of each
day.
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:
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:
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:
Stream Restoration
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? *
Yes No

1 b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
Yes No
Comments: *
na
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
Yes No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
Yes No
3b. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes No N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
Yes No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
Yes No
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?
https://fws.gov/
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? *
fws.gov
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?*
http://www.hpo.ncdcr.gov
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:
A floodplain development permit will be procurred from the county.
8c. What source(s) did you use to make the floodplain determination?*
http://www.ncfloodmaps.com
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
PCN_PACKET.pdf 21.28MB
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:
Derek Goddard
Signature
Date
4/18/2022

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION
Property Deed:
Book: 140
Page: 608
PIN: 3070676880
Street Address: 254 Duncan Street
Property Owner: Alleghany County
The undersigned, registered property owners of the above noted property, do hereby authorize
Agent of BREC, PA
to act on my behalf and take all actions necessary for the processing, issuance and acceptance
of this permit or certification and all standard and special conditions attached.
Property Owner's Address (if different than property above):
PO Box 366
Sparta NC 28675
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
Aut on z d S gnat
at e
Date: ? ~ 7- Zd
Print — Name, Title

36°3012N
38° N
Soil Map—Alleghany County, North Carolina
Map ralP: 1:2,890 1fpirbd cn A pxtrat (&5" x 11") dlett
0
40 80
1E0
463310
Meters
240
Feet
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409450
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38° N
USDA Natural Resources Web Soil Survey
r Conservation Service National Cooperative Soil Survey
4/18/2022
Page 1 of 3

Soil Map—Alleghany County, North Carolina
MAP LEGEND
Area of Interest (AOl)
Area of Interest (AOl)
Soils
Soil Map Unit Polygons
r r Soil Map Unit Lines
0 Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
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
Sodic Spot
0
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
■ - Special Line Features
Water Features
Streams and Canals
Transportation
*i-+ Rails
"moo Interstate Highways
US Routes
Major Roads
Local Roads
Background
1. Aerial Photography
MAP INFORMATION
The soil surveys that comprise your A01 were mapped at
1:15,800.
Waming: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Alleghany County, North Carolina
Survey Area Data: Version 20, Jan 21, 2022
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Oct 29, 2011—Nov
28, 2017
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
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
4/18/2022
Page 2 of 3

Soil Map—Alleghany County, North Carolina
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in A01
Percent of A01
Ad
Alluvial land, wet (nikwasi)
3.7
23.0%
CdF
Chandler stony silt loam, 25 to
45 percent slopes
0.0
0.1%
CeC
Chester loam, 6 to 10 percent
slopes
0.0
0.0%
CeE
Chester loam, 10 to 25 percent
slopes
2.7
16.7%
Cx
Codorus complex (Arkaqua)
9.0
55.3%
TIC
Tusquitee loam, 6 to 10
percent slopes
0.7
4.4%
WaE
Watauga loam, 10 to 25
percent slopes
0.1
0.5%
Totals for Area of Interest
16.3
100.0%
t',u )A Natural Resources Web Soil Survey 4/18/2022
r Conservation Service National Cooperative Soil Survey Page 3 of 3

VETERANS PARK
STREAM BANK STABILIZATION ENHANCEMENT
TOPOGRAPHIC SURVEY:
BLUE RIDGE GEOMATICS, PA
1520 MEADOWVIEW DRIVE
WILKESBORO, NC 28697
LICENSE: 0-3576
BLEDSOE CREEK
VICINITY MAP (NTS)
ENGINEER:
BREC, PA
1520 MEADOWVIEW DRIVE
WILKESBORO, NC 28697
LICENSE: 0-3448
PERMITS REQUIRED PRIOR TO CONSTRUCTION
• USACE 404
• NCDEQ4OI
• NCDEQ TROUT BUFFER WAIVER
• NCDEQ EROSION CONTROL PLAN
• ALLEGHANY COUNTY - FLOODPLAIN DEVELOPMENT PERMIT
*LIST IS NOT EXHAUSTIVE -CONTRACTOR SHALL ENSURE ALL PERMITS HAVE BEEN APPROVED.
CITY/TOWN: SPARTA, NC
NORTH CAROLINA COUNTY MAP
(ALLEGHANY COUNTY)
SHEET INDEX
Coon
Coo 1
C002
C100
C200
C201
C202
C2o3
C204
C900
C901
COVER SHEET
NPDES NCGOI
LOCATION MAP
OVERALL PLAN
PLAN & PROFILE
PLAN & PROFILE
AERIAL PLAN
WATERS OF THE US
USGS TOPO
DETAILS
DETAILS
SITE COORDINATES: LATITUDE = 36.500653° N LONGITUDE _-81.120649° W
ENGINEERING I PLANNING I ENVIRONMENTAL
1520 MEADOWVIEW DRIVE
WILKESBORO, NG 28697
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COVER SHEET
PREPARED FOR:
ALLEGHANY COUNTY
348 SOUTH MAIN STREET
SPARTA, NC 28675
07/20/2021
REVISIONS:
NCDWR & NCWRC SITE VISIT 07/09/2021
SHEET SIZE:
24"x36"
DATE:
05/05/2021
PROJECT NUMBER:
4480012019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
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© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending an site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
days after ceasing
Timeframe variations
land disturbance
(a) Perimeter dikes,
swales, ditches, and
perimeter slopes
7
None
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
3:1
7
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
(e) Areas with slopes
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent 5tabfllzatlon
• Temporary grass seed covered with straw or
other mulches and tackifiers
• Hydroseeding
• Rolled erosion control products with or
without temporary grass seed
• Appropriately applied straw or other mulch
• Plastic sheeting
• Permanent grass seed covered with straw or
other mulches and tacklflers
• Geotextile fabrics such as permanent soil
reinforcement matting
• Hydroseeding
• Shrubs or other permanent plantings covered
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Ftocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain Inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5, Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or In high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soll stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
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ABOVE GRAS, MUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter sift fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product 1s to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICiDES
1. Store and apply herbicides, pesticides and rodenticides In accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, Ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides In areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsfte.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not stare hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
EFFECTIVE: 04/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
r
Inspect
Frequency
(during normal
trosiness hours)
Inspection records must Include:
(14 Rain gauge
malintained in
good working
order
Da hp^
Daiy rainfall amounts.
If no daily rain gauge observations are made chiring Veeekend or
holiday periods, and no. individual -day rainfall Inter cation Is
available, record the cumulative rain measureuArltub for those un-
atttindcd days (enc. this Mill d*nrrnine if a site [inspection is
needed). Days on which no rainfa!l occurred shale Ilse recorded as
'zero,' The permittee may use another raln.trnolr4tolring device
approved by the Division.
(2) E63C
Measures
At least once per
7 calendar days
rind within 24
hitiLirs of a rain
event a 1.0 inch in
241hOurS
L Identification of the measures inspected,
2. Date and time of the inspection,
3: !Same rA the pETsg l performing the hr?memt+n,
4. Indication rff whether- the measures were op ts3nmlg
properly,
5. Description of maintenance needs for the theasbulre,
6 Description, evidence, and date of corrective actions taken.
en stormwater
dksdharge
meal's (SD❑s)
Att;lean once per
7 calendar days
and within 24
hours of a rain
eieent? 1.❑ inch In
7A hours
1 Identification of the discharge outfalls inspected,
2. Date and time of the Inspection,
3. Marne of the perm perfnrming the inspertlinrn,
4. Evidence of indicators of stnrmweter pollution such MOH
sheen, floating orSU pendcd solids or discointatiOn,
5. Indication of visible sediment leaving the site,
S. Description, evidence, and date of corrective iotkalnstaken.
44.0 Perimeter of
site
prat: least once. per
1 csile:nder days
and within 24
rioters of a rain
event a l.0 inch in
24hours
Ifvisihie sedimentation is found nutsidc site limits, than a rccotd
of the following shall be made:
1. Actions taken to dean up or stabilize the sediment that haslet
the site limits,
2. Description, evidence, and date of corrective a -SG nisttaken, and
3. An explanation asto the actions taken to award future
releases.
(5) Streams ar
wedandsonslte
or ofrslte
(wlhiere
accessible)
At least once per
7 calendar days
and within 24
thou -sofa rain
cant a.1.0 inch in
NI hours
If the stream or wetbrrd hes immune visible sedimartetion or a
stream has visible Increased turbidity firm the construattlon
activity, then a record of the following shall be made:
1. Description, evidence and date of corrective .atdiolrrrstaken, and
2. Records of the required reports to the approprliatre Dheisian
Regional Office per Part III, Section C, Item s2)(ei oalhis permit.
Kt Ground
stabilization
measures
After each phase
sl'grading
L The phase of grading (installation of perimeter cast
measures, clearing and grubbing, installation of seam)
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permnalnent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
time frame or an assurance that they will be proaidredas
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
L. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
Inspection at all times during normal business hours.
Item to Document
(a) Each E&SC measure has been installed
and does not significantly deviate from the
locations, dimensions and relative elevations
shown on the approved E&SC plan.
(b) A phase of grading hes bean completed,
(e) Ground cover is located and installed
in accordance with the approved E&SC
plan.
id) The maintenance and repair
requirements for all E&SC measures
have been performed.
Documentation Requirements
initial and date each MSC measure on a copy
of the approved E&SC plan or complete, date
and sign an inspection report that lists each
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
unto Ilptlon,
Initial and dete a copy of the approved E&SC
plan or complete, date and sign an Inspection
report to indicate completion of the
construction phase.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate compliance with approve
ground cover specifications.
Complete, date and sign an inspection report.
(e) Corrective actions have been taken
to E&SC measures.
Initial and date a copy of the approved Ewe`
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action_
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
l a; The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions In which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), ar
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timearemes (After ttliscavery) and Other Requirements
(a) Visible sediment
deposition in a
stream or wetland
• Within 24boars, an Aral or electronic nOtification.
• Within 7 ccaeadardays, a report that contains a description of the
sediment and actions taken to• address the cause of the deposition.
Division :staff May waive the requirement for a written report on a
case-by-tatte basis.
• If the stream its named on the NC:303(d) list as impaired for sediment -
related cawtses, the permittee: may be required to perform additional
Monitoring, ilm:spections or apply more stringent practices if staff
determine Ithalt additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(le Oil spills and
release of
hazardous
substances per Item
1(b)•(c) above
• Within 24 homes, an oral or electronic notification. The notification
shall include information about the date, time, nature, volume and
location of the spill or release.
(c) Anticipated
bypasses [40 CFR
122.41(m)(3)1
• A report of least ten days Were the date of the bypass, if possible.
The report shall include an evaluation of the anticipated quality and
effect of the bypass.
(d) Unantk:lpated
bypasses [40 CFR
122.41(m)(3)1
• Within 24.rheure 'uri oral or electronic notification.
• Within 7 eolevanr d ►4. a report that includes an evaluation of the
quality and effect ect ref the hypes,
(e) Noncompliance
with the conditions
of this permit that
may endanger
health or the
environment[40
CFR 122.41(1)(7)]
• WIthin 24hours, an oral or elleettronic notification.
• within 7nitendordays, a report that contains a description of the
noncompliance, and its causes;: the period of noncompliance,
including exact dates and tiroies, and if the noncompliance has not
been corirectted, the anticipated time noncompliance is expected to
continue; and steps taken or planned to reduce, eliminate, and
prevent irreit ccurrence of the noncompliance. (40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a wriitten report on a
case-by-t_as.e basis.
--"F' 4ell,,
NORTH CAROLINA
Environmental al Quality
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
NPDES CONSTRUCTION GENERAL PERMIT - NCG 010000
ENTIRE PERMIT CAN BE FOUND AT:
https:/lfiles.nc.gov/ncdeq/Energy%20M ineral%20and%20Land%20ResourcesIStormwater/NCG010000_Final_Permit_2019_04_01.pdf
ENGINEERING 1 PLANNING I ENVIRONMENTAL
1520 MEADOWVIEW DRIVE
WILKESBORO, NC 28697
336.844.4088 http:llbrec.biz
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PREPARED FOR:
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348 SOUTH MAIN STREET
SPARTA, NC 28675
SHEET SIZE:
24"x36"
DATE:
05/05/2021
PROJECT NUMBER:
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DRAWN BY:
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APPROVED BY:
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N- 9 Kathy Shore Nursery
ENGINEERING I PLANNING I ENVIRONMENTAL
1520 MEADOWVIEW DRIVE
VVILKESBORO, NC 28697
336.844.4088 http:Bbrectiz
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ALLEGHANY COUNTY
348 SOUTH MAIN STREET
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SHEET SIZE:
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DATE:
05/05/2021
PROJECT NUMBER:
4480012019
DRAWN BY:
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SCALE:
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TEMPORARY/
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LENGTH
(LF)
1
STREAM RESTORATION
PERMANENT
1167
TOTAL
1,167
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REVISION
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REMOVE INVASIVE SPECIES
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7/20/2021
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07/20/2021
EDUCATIONAL BUFFER
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PLACED EVERY 50' ALONG
BOTH SIDES OF THE REACH
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TYP. POOL SECTION PROFILE
STATION
0+00
LEGEND
PROPERTY LINE
loo EXISTING CONTOURS
PROPOSED CONTOURS
-20
1171
1171
0
20
10
0+00
TYP. RIFFLE SECTION PROFILE
STATION
-0+20 0+00
20
0+20
20
0+20
10
-10
-20
20
-0+20
0+00
0+20
10
20
ENGINEERING I PLANNING I ENVIRONMENTAL
1520 MEADOWVIEW DRIVE
WILKESBORO, NC 28697
REVIEW :=
03/01/2022
NCBELS#C-3448
•
LJJ
LJJ
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OVERALL PLAN
/PREPARED FOR:
ALLEGHANY COUNTY
348 SOUTH MAIN STREET
SPARTA, NC 28675
07/20/2021
SHEET SIZE:
DATE:
05/05/2021
PROJECT NUMBER:
4480012019
DRAWN BY:
APPROVED BY:
SCALE:
1" = 50'
(H)
(V)
SHEET:
LLJ
LLJ
LLJ
CL
0
0
LLJ
LLJ
0
LLJ
LLJ
CO
CL
LLJ
0
0
0
© COPYRIGHT 2022 BY BREC, P A , ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE

SITE NEEDS BE STABILIZED AT
THE END OF EACH DAY WITH
SEEDING, MATTING, AND STRAW.
2821
2811
28C
m
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279
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278
277
276
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CL PROFILE
STATION
I 1 1
1
1 I I I
I
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PI: 1+38.05
ELEV. = 2796.25
4
I
I
PT:2+28.15
ELEV. = 2795.57
4
in
PC: 2+59.25
ELEV. = 2795.29
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PT:3+40.93 Q
ELEV. = 2794.89 0
1
I
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PT: 4+26.04
ELEV. = 2794.41
b
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PC: 4+64.91
ELEV. = 2794.06
PT: 5+ 12.13
ELEV. = 2793.66
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-0.90%
PT:7+46.941
ELEV. = 2792.21
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ELEV. = 2795.97
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PT: 6+28.37
ELEV. = 2792.82
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CHANNEL
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800
790
780
770
760
STRUCTURE LEGEND
SINGLE DROP
J-HOOK
SINGLE DROP
CROSS VANE
SEE DET. 1/C901
REMOVE INVASIVE SPECIES
AND BURN ON -SITE
•
•
•
/PREPARED FOR:
ALLEGHANY COUNTY
348 SOUTH MAIN STREET
SPARTA, NC 28675
ENGINEERING I PLANNING I ENVIRONMENTAL
1520 MEADOWVIEW DRIVE
REVIEW
NCBELS#C-3448
LJJ
LJJ
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CO
CO
PLAN & PROFILE
SHEET SIZE:
DATE:
05/05/2021
PROJECT NUMBER:
4480012019
DRAWN BY:
APPROVED BY:
SCALE:
1" = 20'
(H)
(V)
SHEET:
C200
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© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

282
281
280
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277
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STATION
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PT:8+37.75
ELEV. =2791.53
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0
PC: 8+68.58 r'
ELEV. = 2791.25 J1 -
1
PT: 9+30.70
ELEV. = 2790.85
o
0
PT: 10+45.82
- ELEV. = 2790.03
0
PT:11+41.38
ELEV. = 2789.41
6
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r'+
PC: 11+67.93
ELEV. = 2789.17
PT: 12+08.64
ELEV. = 2788.77
0
- o -
PC: 12+36.64
ELEV. = 2788.51
EP: 13+04.95
ELEV. = 2787.91
_
0.90°l0
PC: 7+77.86
ELEV. = 2791.93
O ry
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PT: 12+84.80
ELEV. = 2788.11
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STRUCTURE LEGEND
SINGLE DROP
SEE DET. 3/C900
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CROSS VANE
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/PREPARED FOR:
ALLEGHANY COUNTY
348 SOUTH MAIN STREET
SPARTA, NC 28675
ENGINEERING I PLANNING I ENVIRONMENTAL
1520 MEADOWVIEW DRIVE
•
REVIEW
\N-\\ 4.77.
035736
03/01/2022
NCBELS#C-3448
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PLAN & PROFILE
SHEET SIZE:
DATE:
05/05/2021
PROJECT NUMBER:
4480012019
DRAWN BY:
APPROVED BY:
SCALE:
1" = 20'
(H)
(V)
SHEET:
C201
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0
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©COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

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O COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE..
LEGEND
PROPERTY LINE
— • — FLOODWAY
loo EXISTING CONTOURS
PROPOSED CONTOURS
ENGINEERING I PLANNING I ENVIRONMENTAL
1520 MEADOWVIEW DRIVE
WILKESBDRO, NC 28697
336-844.4088 http:llbrec-biz
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03/01/2022
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AERIAL PLAN
PREPARED FOR:
ALLEGHANY COUNTY
348 SOUTH MAIN STREET
S PARTA, NC 28675
SHEET SIZE:
24"x36"
DATE:
05/05/2021
PROJECT NUMBER:
4480012019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1"=50'
(H)
(V)
SHEET:
C202
L1J
(f)
w
w
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27 OUN \
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12
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LAND 2 WE -AND
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COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE..
ENGINEERING I PLANNING I ENVIRONMENTAL
1520 MEADOWVIEW DRIVE
WILKESBDRO, NC 28697
336.844.4088 http:llhrec.biz
LVJ /
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`REVIEW
0:
035736
/// / C. CND\\\
03101/2022
LEGEND
PROPERTY LINE
- • - FLOODWAY
goo EXISTING CONTOURS
PROPOSED CONTOURS
STREAM TABLE
NAME
LENGTH
(FT)
BLEDSOE CREEK
1,768
TOTAL
1,768
WETLAND POINT TABLE
POI NT N UMBER
LATITUDE
LONGITUDE
1
W81.120430 (d)
N36.500017 (d)
2
W81.120203 (d)
N36.499997 (d)
3
W81.119990 (d)
N36.499991 (d)
4
W81.119844 (d)
N36.500070 (d)
5
W81.119880 (d)
N36.500101(d)
6
W81.119932 (d)
N36.500128 (d)
7
W81.120028 (d)
N36.500230 (d)
8
W81.120099 (d)
N36.500303 (d)
9
W81.120146 (d)
N36.500404 (d)
10
W81.120118 (d)
N36.500470 (d)
11
W81.120017 (d)
N36.500474 (d)
12
W81.119935 (d)
N36.500418 (d)
13
W81.119883 (d)
N36.500347 (d)
14
W81.119812 (d)
N36.500152 (d)
15
W81.119699 (d)
N36.500025 (d)
16
W81.119644 (d)
N36.499928 (d)
17
W81.119587 (d)
N36.499781(d)
18
W81.119559 (d)
N 36.499767 (d)
19
W81.119611(d)
N36.499707 (d)
20
W81.119623 (d)
N 36.499658 (d)
21
W81.119612 (d)
N36.499592 (d)
22
W81.119537 (d)
N 36.499562 (d)
23
W81.119493 (d)
N36.499516 (d)
24
W81.119497 (d)
N36.499343 (d)
25
W81.119604 (d)
N36.499254 (d)
26
W81.120440 (d)
N 36.499958 (d)
27
W81.120357 (d)
N 36.499957 (d)
WETLAND AREA
TOTAL ACRES
1.09
WATERS OF THE US
/PREPARED FOR:
ALLEGHANY COUNTY
348 SOUTH MAIN STREET
S PARTA, NC 28675
SHEET SIZE:
24"x36"
DATE:
05/05/2021
PROJECT NUMBER:
4480012019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
1" = 50' (H)
(V)
SHEET:
C203
LLl
C1)
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0
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2800
PROJECT LOCATION
SPARTA EAST QUADRANGLE
O COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE..
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ENGINEERING I PLANNING I ENVIRONMENTAL
1520 MEADOWVIEW DRIVE
WILKESBORO, NC 28697
336.844.4088 http:llhrec.biz
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03/01 /2022
SGS APUM
/PREPARED FOR:
ALLEGHANY COUNTY
348 SOUTH MAIN STREET
SPARTA, NC 28675
SHEET SIZE:
24"x36"
DATE:
05/05/2021
PROJECT NUMBER:
4480012019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS
(H)
(V)
SHEET:
C204
LLl
U7
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C900
PLANTING NOTES:
LIVESTAKE/BAREROOT PLANTING
PLANTING BAG
DURING PLANTING, SEEDLINGS SHALL
BE KEPT IN A MOIST CANVAS BAG OR
SIMILAR CONTAINER TO PREVENT THE
ROOT SYSTEMS FROM DRYING.
KBC PLANTING BAR
PLANTING BAR SHALL HAVE A BLADE WITH
A TRIANGULAR CROSS SECTION, AND
SHALL BE 121N. LONG, 41N. WIDE AND 1IN.
THICK AT CENTER.
ROOT PRUNING
ALL SEEDLINGS SHALL BE ROOT
PRUNED, IF NECESSARY, SO THAT NO
ROOTS EXTEND MORE THAN 10
INCHES (10IN.) BELOW THE ROOT
COLLAR.
SQUARE CUT �.
BUDS (FACING UPWARD)
LIVE CUTTING
(1/2" TO 1" DIAMETER)
ANGLE CUT
30A-45"
2-3 FT.
LIVE STAKE
3
C900
FEATHER -OUT
BANK
BACKFILL WITH
SELECT MATERIAL
FILTER FABRIC
ROCK SILL
BANKFULL
fi4.;<1'
#Ab
PLAN VIEW
NO.57 STONE
FILTER FABRIC
I--- BANKFULL WIDTH
BANKFULL ELEVATION
HEADER STONE.
l/z BANKFULL
E LEVAT•IO
STAKING MAY BE REQUIRED THROUGH
MATTING, ROCK OR COMPACTED SOILS
A STARTER HOLE MAY BE REQUIRED.
LIVE STAKES
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFER
PLANTING)
1. INSERT PLANTING
BAR AS SHOWN AND
PULL HANDLE
TOWARD,PLANTER.
EXISTING/PROPOSED
GROUND
EXISTING/PROPOSED STREAMBED
GENERAL NOTES:
1. LIVE STAKES SHALL BE EVENLY SPACED 1 PER
SQ.YD.
2. LIVE STAKES SHALL BE DRIVEN UNTIL
APPROXIMATELY OF LIVE STAKE IS WITHIN
GROUND.
3. IF STARTER HOLE 15 NEEDED, MINIMIZE AIR
POCKET.
4. UTILIZE ALL ON SITE TRANSPLANT MATERIALS
MADE AVAILABLE BY THE OWNER. ONCE
SOURCE OF TRANSPLANT MATERIAL HAS BEEN
HARVESTED, THEN UTILIZE LIVE STAKING.
BANK STABILIZATION WITH LIVE STAKES
2. REMOVE PLANTING
BAR AND PLACE
SEEDLING AT
CORRECT DEPTH.
4. PULL HANDLE OF 5. PUSH HANDLE
BAR TOWARD FORWARD FIRMING
PLANTER, FIRMING SOIL AT TOP.
SOIL AT BOTTOM.
3. INSERT PLANTING
BAR 21N. TOWARD
PLANTER FROM
SEEDLING.
kill
6. LEAVE
COMPACTION
HOLE OPEN.
WATER
THOROUGHLY.
GENERAL NOTES:
1. TREE REFORESTATION SHALL BE PLANTED 6'
TO 10' ON CENTER, RANDOM SPACING,
AVERAGING 8' ON CENTER, APPROXIMATELY
436-681 PLANTS PER ACRE.
2. OTHER PLANTING METHOD CAN BE USED WITH
THE PERMISSION OF THE PLANTING
SUPERVISOR.
ROCK J-HOOK VANE
J-HOOK STONES
BANKFULL ELEVATION
FOOTER STONE
SECTION A -A'
/
STREAMBED
ELEVATION
FOOTER STONE
CROSS SECTION
GENERAL NOTES:
1. ALL STONES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHER, PLUGGING WITH STRUCTURE STONE CLASS A AND SELECT
MATERIAL AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAYBE ADJUSTED TO FIT BY THE ENGINEER.
4. A DOUBLE FOOTER BOULDER SHALL BE UTILIZED IN SAND BED MATERIAL.
5. VANE ARM SHALL TIE INTO HALFWAY BETWEEN THE CHANNEL INVERT AND
BANKFULL ELEVATIONS. THE VANE ARMS SHALL RISE AT 2-5% FROM THE
CHANNEL INVERT AT AN ANGLE OF 15-30 DEG. FROM THE ADJACENT
TANGENT LINE. THE VANE ARM SHALL CONTINUE UP TO THE BANKFULL
ELEVATION BUT THE ARM'S SLOPE MAY BE INCREASED TO GREATER THAN
5% AT THE DIRECTION OF THE DESIGNER. ADDITIONALLY, THE VANE ARM'S
ANGLE OF DEPARTURE MAY BE ADJUSTED TO 90 DEG TO THE FLOW
DIRECTION AT THE DIRECTION OF THE DESIGNER.
6. THE CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS.
7. BOULDERS SHALL BE NATIVE STONE OR SHOT ROCK, CUBICAL OR
RECTANGULAR IN NATURE.
8. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER
BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE
ENTIRE LENGTH OF THE STRUCTURE.
9. DIRECT FLOW AWAY FROM STRUCTURE USING BED MATERIAL SO THAT NEW
SOILS HAS MINIMUM CONTACT WITH LIVE WATER.
STREAMBANK,_ HEADER STONE
z5°/oVAfV SL
FOOTER BOULDE RMIZ(62 (t //
INTO THE EXISTING SUBTRATE • //�/ ' /
A MINIMUM OF THE BOULDER DIAMETER ///
SECTION B-B'
E&SC TEMPORARY SEEDING SCHEDULE
MOUNTAINS
SEEDING DATES
SPECIES
RATE (Ihlacre)
ABOVE 2500 FEET: FEB. 15 - MAY 15
BELOW 2500 FEET: FEB. 1 - MAY 1
RYE (GRAIN)
120
MAY 15-AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 15
RYE (GRAIN)
120
PIEDMONT
SEEDING DATES
SPECIES
RATE (Ihlacre)
JAN. 1 - MAY 1
RYE (GRAIN)
120
MAY 1 -AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 20
RYE (GRAIN)
120
COASTAL PLAIN
SEEDING DATES
SPECIES
RATE (Iblacre)
DEC. 1 - APRIL 15
RYE (GRAIN)
120
APRIL 15-AUG. 15
GERMAN MILLET
40
AUG. 15 - DEC. 30
RYE (GRAIN)
120
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZER
RATE TO 1000 LB/ACRE IN THE FALL.
MULCH
APPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLE
MULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
MULCH ANCHORING TOOL.
STREAMBED
MAINTENANCE
REFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH
50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY
COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA IN
LATE FEBRUARY OR EARLY MARCH.
SOIL PREPARATION:
SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT
(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGE
THAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATE
NEEDED AMOUNTS OF FERTILIZER AND/OR LIME.
CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BE
PLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.
IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FOR
REPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.
THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,
ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKEN
UP. A SPRING -TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; A
SMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.
DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THE
SPEED AND DEPTH OF ROOTING. A TRACTOR -MOUNTED OR SELF-PROPELLED
TILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THE
EXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOIL
TILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BE
SUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL 15
NECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."
REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THE
TOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST
6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACING
ABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BY
ADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILS
AND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.
2
C900
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 5 FT. BEYOND BANKFULL
14
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, CHANNEL TOE
1+ .1 PROPOSED BANKFULL
►j►4604
PROPOSED BANKFULL
PROPOSED
CHANNEL TOE
4
C900
RIFFLE
POOL
NOTES:
1.
2.
3.
4.
TYPICAL MATTING LOCATION DETAIL
700 GRAM COIR FIBER MATTING
FROM TOE OF CHANNEL
TO 2 FT. BEYOND BANKFULL
USE WOOD STAKES 2"x2"x18" (NOT METAL) FOR MATTING
INSTALLED IN PUMP AROUND OR IN THE WET.
USE OF METAL STAPLES IS ACCEPTABLE WHEN
CONSTRUCTING IN THE DRY AND VEGETATION IS
ESTABLISHED PRIOR TO DIVERTING WATER.
700 GRAM COIR FIBER MATTING SHALL BE PLACED ALONG
THE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OF
THE CHANNEL IN TANGENT AREAS.
STRAW AND SEED SHALL BE PLACED UNDER THE 700
GRAM COIR FIBER MATTING TO AID SEED GERMINATION.
DORMANT LIVE STAKE
BANKFULL
THALWEG
LOW -FLOW
WATER SURFACE
LIVE STAKES
BUDS (FACING UPWARD)
BASAL END CUT AT 45°, 1/2"
TO 1-1/2" IN DIAMETER
GENERAL NOTES:
1. LIVE STAKES SHALL BE INSTALLED ALONG THE OUTER MEANDER BEND WHERE
INDICATED ON THE DRAWINGS AND DETAILS.
2. LIVE STAKES SHALL BE CUT FROM AN APPROVED SOURCE WITH A SHARP TOOL.
STAKE SHALL BE FREE FROM DISEASE OR EXCESS DEAD TWIGS, 2.5 TO 4 FEET IN
LENGTH WITH A BASAL END 0.5 TO 1.5 INCH IN DIAMETER. PRIOR TO INSTALLATION
BASAL END SHALL BE CUT AT A 45 DEGREE ANGLE AND THE END SHALL BE CUT FLAT
WITHOUT CRACKS.
3. LIVE STAKES SHALL BE INSTALLED BY GENTLY TAMPING INTO THE SOIL LEAVING 4
TO 8 INCHES EXPOSED. STAKES SHALL BE PLACED IN A RANDOM PATTERN AT A
RATE OF 1 LIVE STAKE PER SQUARE YARD ALONG BANKS.
4. LIVE STAKES SHALL BE INSTALLED WHEN THEY ARE DORMANT, WHICH TYPICALLY
OCCURS BETWEEN NOVEMBER 15 AND MARCH 15.
RIPARIAN PLANTING PLAN
700 GRAM COIR FIBER MATTING
BACKFILL
BANKFULL
2' LONG 1" x 2' WOOD STAKES
w/ 2" GALVANIZED ROOFING NAIL
AT THE TOP TO HOLD MATTING
SECTION A -A
--47\my
700 GRAM COIR MATTING
BARE ROOTS WILL BE SELECTED FROM THE NATIVE VEGETATION SPECIES LISTED BELOW. TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO PROVIDE 320 TREES PER ACRE AT MATURITY.
TO ACHIEVE THIS DENSITY, APPROXIMATELY 436 (10'x10' SPACING) TO 681 (8'x8' SPACING) TREES PER ACRE SHOULD BE PLANTED INITIALLY. SHRUBS SHOULD BE PLANTED AT A DENSITY SUFFICIENT
TO PROVIDE 1200 SHRUBS PER ACRE. NO MORE THAN 20% OF ANY SPECIES SHALL BE USED. PLUGS SHALL BE USED AT THE SLOPE TOES AS NEEDED FOR STABILITY AND HABITAT.
WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINA
PLUGS SHRUBS
COMMON NAME
SWITCH GRASS
SOFT RUSH
CAREX
SCIENTIFIC NAME
PANICUM VIRGATUM
JUNCUS EFFUSUS
CAREX
PLANT PLUGS AT A DENISITY OF 6' x 6' SPACING WITH DESIGNER OVERSIGHT TO
PLACE CAREX AND JUNCUS IN AREAS OF LIGHT WATER INUNDATION.
COMMON NAME
*BUTTONBUSH
AMERICAN WITCH HAZEL
'TAG ALDER
*CAROLINA WILLOW
'ELDERBERRY
RED CHOKEBERRY
'SILKY DOGWOOD
'SILKY WILLOW
WINTERBERRY
*NINE BARK
* *BLACK WILLOW
"BLACKGUM
"RED MAPLE
"RIVER BIRCH
"SILVER MAPLE
"SYCAMORE
'SPECIES TO USE FOR LIVESTAKES
"TREES
TREES & SHRUBS
PER PLANS
WATER SURFACE
FLOODPLAIN BENCH
TREES
2
LIVESTAKES &
PLUGS PER PLANS
SCIENTIFIC NAME
CEPHALANTHUS OCCIDENTAL'S
HAMAMELIS VIRGINIANA
ALNUS SERRULATA
SALIX CAROLINIANA
SAMBUCUS CANADENSIS
ARONIA ARBUTIFOLIA*
CORNUS AMOMUIN
SALIX SERICEA
ILEX VERTICILLATA
PHYSOCARPUS
SALIX NIGRA
NYSSA SYLVATICA
ACER RUBRUM
BETULA NIGRA
ACER SACCHARINUM
PLANTANUS OCCIDENTAL'S
FLOODPLAIN
CROSS SECTION
y--000'"
ROCK CONSTRUCTED RIFFLE - SECTION B-B'
OVERLA
L5' TYP.
o -----....6..
DI
1
04/
0
0
MATTING STAKING VIEW
700 GRAM COIR FIBER MATTING
RIPARIAN SEEDING SCHEDULE
* FOR USE WITHIN 25' RIPARIAN BUFFER. SEE E&SC SEEDING SCHEDULE FOR NON -BUFFER SEEDING SPECS.
SEEDING MIXTURE
SPECIES % COMPOSTIION
PANICUM VIRGATUM (SWITCHGRASS
PANICUM CLANDESTINUM (DEER TONGUE)
JUNCUS EFFUSUS (SOFT RUSH)
CAREX VULPINOIDEA (FOX SEDGE)
SORGHASTRUM NUTANS (INDIAN GRASS)
CHASMANTHIUM LATIFOLIUM (RIVER OATS)
ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)
VERNONIA GIGANTEA (GIANT IRONWEED)
RUBECKIA HIRTA (BLACK EYED SUSAN)
EUPATORIUM FISTULOSUM (JOE PYE WEED)
RHUS TYPHINA (STAGHORN SUMAC)
VERBENA HASTATA (BLUE VERVAIN)
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE)
APPLICATION:
APPLY AT A RATE OF 15LBS/ACRE.
10
10
10
10
10
10
10
5
5
5
5
5
5
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER.
MAINTENANCE:
REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH
DAMAGED AREAS IMMEDIATELY.
2' LONG 1" x 2" WOOD STAKES w/ 2"
GALVANIZED ROOFING NAIL AT THE
TOP TO HOLD MATTING
ENGINEERING I PLANNING I ENVIRONMENTAL
1520 MEADOWVIEW DRIVE
WILKESBORO, NC 28697
336.844.4088 http:Ilhrec.biz
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NCBELS#C-3448
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/ DETAILS
PREPARED FOR:
ALLEGHANY COUNTY
348 SOUTH MAIN STREET
SPARTA, NC 28675
SHEET SIZE:
24"x36"
DATE:
05/05/2021
PROJECT NUMBER:
4480012019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS
(H)
(V)
SHEET:
C900
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© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND 15 A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.

1
C901
FILTER FABRIC
20-30 DEG
BACKFILL WITH
SELECT MATERIAL
SINGLE STEP ROCK CROSS VANE
OF PROPOSED
BANKFULL WIDTH
CSC OL
4 OF PROPOSED
BANKFULL WIDTH
i
BANKFULL
ELEVATION —\
g
STREAMBED
ELEV.
TOP OF CENTER STONES SET
AT ELEVATION SHOWN ON
LONGITUDINAL PROFILE
FILTER FABRIC
HEADER
STONE /*/
j
FOOTER• i /� .
STONE FILTER FABRIC
BANKFULL
SEE NOTE 7
A
4 OF PROPOSED
BANKFULL WIDT 4OF PROPOSED
BANKFULL WIDTH
CROSS-SECTION
I
NO GAPS
BETWEEN
BOULDE
FOOTER BOULDERS
/ WILL BE PLACED INTO
THE EXISTING SUBSTRATE
A MINIMUM OF THE ROCK
DIAMETER
SLOPE OF VANE FROM CENTERLINE
TOP BANKFULL SHALL BE 2-5%
FLOW
SECTION A -A
MAX OF 0.5'
• /STREAMBED
ELEV.
STEP ROCK
GENERAL NOTES:
1. ALL STONES ARE TO BE STRUCTURE STONE.
2. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
TOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A AND
SELECT MATERIAL OR CHINKING STONE APPROVED BY DESIGN
ENGINEER, AND LINING WITH FILTER FABRIC.
3. DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGN
ENGINEER.
4. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.
5. FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE OR
SHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE.
6. SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARM
SHALL BE 2-5%.
7. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.
8. THERE SHALL BE NO DROP GREATER THAN 6 INCHES.
9. THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BE
EQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP OF THE
FOOTER ROCKS DIRECTLY UPSTREAM.
10. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE
FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL
BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
11. DIRECT FLOW AWAY FROM STRUCTURE USING BED MATERIAL SO THAT
NEW SOILS HAS MINIMUM CONTACT WITH LIVE WATER.
STREAMBANK
FOOTER BOULDERS
WILL BE PLACED INTO
THE EXISTING SUBTRATE A MINIMUM
OF THE BOULDER DIAMETER
BANKFULL ELEVATION
C-5% SC OpE
STREAMBED
ELEVATION
SECTION B-B
ENGINEERING I PLANNING I ENVIRONMENTAL
1520 MEADOWVIEW DRIVE
WILKESBORO, NC 28697
336.844.4088 http:I/hrec.biz
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03/01/2022
,,,, ,,,,,,,,,•
NCBELS#C-3448
•• ...... :C• AR ,.
/ DETAILS
PREPARED FOR:
ALLECHANY COUNTY
348 SOUTH MAIN STREET
SPARTA, NC 28675
SHEET SIZE:
24"x36"
DATE:
05/05/2021
PROJECT NUMBER:
4480012019
DRAWN BY:
J.EDWARDS
APPROVED BY:
J.CHURCH
SCALE:
NTS
(H)
(V)
SHEET:
C901
W
U]
W
W
CL
0
0
Cf.)
0
LLJ
W
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© COPYRIGHT 2022 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.