20191607 Ver 1_PCN Form Submission_20191120

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned
20191607
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Asheville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Stingy Branch Stream Restoration
1a. Who is the Primary Contact?*
Randy Best
1b. Primary Contact Email:*
ra n b e st [e-mail]
Date Submitted
11/20/2019
Nearest Body of Water
Stingy Branch
Basin
French Broad
Water Classification
5-19, Class C
Site Coordinates
Latitude:
35.55302
A. Processing Information
County (or Counties) where the project is located:
Haywood
Is this project a public transportation project?*
r Yes r No
Longitude:
-82.97806
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)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Amy Annino:eads\amannino
1c. Primary Contact Phone:*
[phone]
L.1

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
27 - Restoration
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
V 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. lathe project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
O Yes r No
Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
RFB Avalon LLC
2b. Deed book and page no.:
795/303, 946/613; 827/2026
2c. Responsible party:
Randy Best, James L. Farnsworth, and J. Hal Roberts
2d.Address
Street Address
3659 Crabtree Mountain Road
Address Line 2
City
Clyde
Postal / Zip Code
28721-8781
2e. Telephone Number:
[phone]
2g. Email Address:*
ran hest1989@gmail. corn
4. Agent/Consultant (if applicable)
State / Province / Region
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
4a. Name:
Greg Jennings

4b. Business Name:
Jennings Environmental PLLC
4c.Address
Street Address
7 Samuel Ashe Drive
Address fine 2
Criy
State / Province / legion
Asheville
NC
Postal / Zip Code
Country
28805
USA
4d. Telephone Number: 4e. Fax Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Authorization Form Randy Best signed.pdf 369.49KB
C. Project Information and Prior Project History C^)
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Waynesville
2. Project tt Identification
2a. Property Identification Number:
2b. Property size:
8617-79-3199
0.98 of 131.76
2c. Project Address
Street Address
333 TAPESTRY TRL SIGNATURE ROW BLVD
Address Line 2
City
State / Province / legion
Waynesville
NC
Rstal / Zip Code
Country
28785
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Stingy Branch
3b. Water Resources Classification of nearest receiving water:*
5-19, Class C
3c. What river basin(s) is your project located in?*
French Broad
3d. Please provide the 12-digit HUC in which the project is located.
060101060205
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The proposed stream restoration project will restore 1,072 linear feet of Stingy Branch and 202 linear feet of UT Stingy Branch in Haywood County to improve natural ecological
conditions and streambank stability. The stream is incised with eroding streambanks causing impairment to water quality and aquatic habitats. The watershed drainage area for Stingy
Branch is 0.2 square miles, consisting of forest and low -density residential land uses. The land area surrounding the proposed restoration project is primarily forest. This project is
funded by a grant from the NC Clean Water Management Trust Fund and will include a permanent conservation easement on the riparian buffer extending at least 50 feet from the
streambanks.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS Quad.pdf
309.81 KB
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)

NRCS Soil Map.pdf
617.07KB
4f. List the total estimated acreage of all existing wetlands on the property:
N/A or unknown
4g. List the total estimated linear feet of all existing streams on the property:
1274
4h. Explain the purpose of the proposed project:*
The stream Will be enhanced using natural channel design techniques and native vegetation to improve ecological conditions and streambank stability. The project will provide a
sustainable ecosystem with stable streambanks and natural riparian buffer.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The stream Will be restored by grading the channel and streambanks to a naturally stable morphology and adding native vegetation for bank protection and soil strength. In -stream rock
and log enhanced riffles and vanes will be used to maintain grade control, enhance bedform diversity, and protect streambanks from erosive hydraulic forces. Native riparian vegetation
will be established to support long-term stream health. The project Will have a positive impact on the downstream watershed by reducing sediment loading. Equipment will include
trackhoe excavators, loaders, and track trucks for grading and structure installation.
4j. Please upload project drawings for the proposed project.
Design Plan STINGY_ BRANCH_10312019.pdf 4.27MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
N/A
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 W Buffers
F Open Waters r Pond Construction
3. Stream Impacts
❑ 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type* [3u'TypQ
of 3gSwidth * 3h. Impact
(?) isdiction* length*
S1
Stream Restoration
Permanent
Bank Stabilization
StingyBranch;and Unnamed
Trib
Perennial
Both
10
Average (feet)
1,274
(lirx�rfeet)
g2
Wet Ford Crossing
Temporary
Other
Stingy Branch
Perennial
Both
15
Average (feet)
10
(lir�rfeet)
3i. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts: 3i. Total temporary stream impacts:
1,274 10

31. Total stream and ditch impacts:
11
3j. Comments:
Both instream and bank biostabilization Hark will occur below bankfull in Stingy Branch and a small tributary. Stream restoration proposed includes the
construction of riffles, log steps, offset boulder steps, boulder j-hook vanes, bank sloping, the placement of biodegradable coir fabric along banks,
temporary and permanent seeding, and the planting of native vegetation including live stakes and bare root seedlings.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
r Neuse r Tar -Pamlico
r" Catawba r Randleman
r" Goose Creek r" Jordan Lake
rJ Other French Broad
ib. Impact Type 6c. Per or Temp 6d. Stream name 6e. Buffer mitigation required? 6f. zone 1 impact 6g. Zone 2 impact
Excavation, Tree Removal T Stingy Branch No 38,220 1 4,469
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 38,220.00 4,469.00
Zone 1 Zone 2
Total Permanent impacts: 0.00 0.00
Zone 1 Zone 2
Total combined buffer impacts: 38,220.00 4,469.00
61. Comments:
Nonnative invasive plant species will be controlled in areas identified in plans. Buffer area impacted will be replanted with native vegetation adapted to
site conditions.
Supporting Documentation
Design Plan STINGY BRANCH 10312019.pdf 4.27MB
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Stream restoration is needed to achieve ecological objectives and enhance infrastructure protection along the stream reach and downstream. Impacts
Will be minimized by maintaining as much as possible the existing stream channel and natural riparian buffer.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction impacts will be minimized by limiting in -channel work to low -flow conditions and temporarily diverting flow around the work zones with
native gravel/cobble berms. Streambanks and other disturbed areas will be stabilized within 3 days using grass seed, straw mulch, and biodegradable
erosion control mat. No impacts to existing wetlands will occur. Existing healthy stream buffers will be protected to the maximum extent possible.
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 stream channel will occur as a result of this project.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?
,v

r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SHWT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
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
1c. If you answered "yes" to the above, has the document review been finalized bythe State Clearing House?*
r Yes r No
Comments:
Funding agency (CWMTF) is responsible for compliance with NEPA/SEPA.
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 21-1.1300), 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.
Project area will be protected by a permanent easement as required of the Clean Water Management Trust Fund.
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
5d. Is another Federal agency involved?*
r Yes r No r' Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut 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
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
US Fish and Wildlife Service, IPaC and Asheville Field Office websites. Please provide PCN to USFWS for compliance with ESA Section 7.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes
r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA EFH 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?*
NC OCR has been contacted and we are awaiting response for compliance with Cultural Resources laws. Agent has reviewed NC DCR maps and
there are no known historic or archaeology resources identified in nor adjacent to the project area.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes
r No
8c. What source(s) did you use to make the floodplain determination?*
FEMA status: Not in mapped floodplain
https://msc.fema.gov
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
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 AGC);
• 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:
Greg Jennings
Signature
�il1
Date
11 /20/2019

7 Samuel Ashe Drive, Asheville, NC 28805
[e-mail]
919-600-4790
AGENT AUTHORIZATION FORM
Property Address: Breckenridge Rd Waynesville, NC 28785 (Lat, Lon: 35.553141-82.97824§
The undersigned, registered property owner(s) of the above noted property, do hereby
authorize Jennings Environmental PLLC to act on the property owner's behalf and take all
actions necessary for the processing, issuance, and acceptance of this permit or certification
and any and all standard and special conditions attached.
The property owner(s) hereby certify that the information submitted in this application is true
and accurate to the best of our knowledge.
Property Owner(s): Randy
Owner(s) Address: 3659 Crabtree Mountain Road, Clyde, NC 28721
Owner(s) Phone: [phone]
Owners) Email: ranbestl98912gmaii.com
Authorizeh Signatures)
/7Gci
Date
Jennings Environmental PLLC is licensed with the North Carolina Board of Examiners for Engineers and Surveyors and is authorized to
practice engineering under the provisions of Chapter 89C and 55B of the General Statutes of North Carolina. License Number P-1932

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Soil Map —Haywood County Area, North Carolina
m
319400 319500 319600 319700 319800 319900 32= 320100 320200
35o 33' 51" N
r
r
r
g
r
35o 33' 25" N
319400 319500 319600 319700 319800 319900 320000
in
Map Scale: 1:5,520 if printed on A landscape (11" x 8.5") sheet.
Meters
N 0 50 100 200 300
Feet
0 250 500 1000 1500
Map projection: Web Mercator Conermordinates: WGS84 Edge tics: UTM Zone 17N WGS84
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
a
�i
m
320300 320400 320500
35o 33' 51" N
320100 320200 320300 320400
r
id
r
g
n
r
g
35o 33' 25" N
320500
a
m
11 /13/2019
Pagel of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
0
Landfill
A.
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
o
Sodic Spot
Soil Map —Haywood County Area, North Carolina
MAP INFORMATION
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:12,000.
Stony Spot
th
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
4�
Other
line placement. The maps do not show the small areas of
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
—
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
. 0
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Haywood County Area, North Carolina
Survey Area Data: Version 18, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 26, 2015—Mar
23, 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 Web Soil Survey 11/13/2019
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map —Haywood County Area, North Carolina
Map Unit Legend
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
EdE
Edneyville-Chestnut complex,
33.0
23.2%
basin, 30 to 50 percent
slopes, stony
EdF
Edneyville-Chestnut complex,
33.0
23.2%
50 to 95 percent slopes,
sto ny
EvD
Evard-Cowee complex, 15 to
1.5
1.0%
30 percent slopes
EvE
Evard-Cowee complex, 30 to
1.2
0.8%
50 percent slopes
EwF
Evard-Cowee complex, 50 to
3.7
2.6%
95 percent slopes, stony
PwF
Plott fine sandy loam, 50 to 95
43.8
30.8%
percent slopes, stony
SeE
Saunook loam, basin, 30 to 50
3.5
2.5%
percent slopes, very stony
TuD
Tuckasegee-Cullasaja
22.7
15.9%
complex, 15 to 30 percent
slopes, very stony
Totals for Area of Interest
142.2
100.0%
USDA Natural Resources Web Soil Survey 11/13/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

STINGY BRANCH STREAM RESTORATION
333 TAPESTRY TRAIL, WAYNESVILLE - HAYWOOD COUNTY - NORTH CAROLINA
PROJECT DIRECTORY
OWNER
RANDY BEST
5659 Crabtree Mountain Road
Clyde, NC 28721
828-421-6017
ra n be st [e-mail]
GRANT ADMIN.
RESOURCE INSTITUTE
Alan Walker
Project Manager
[e-mail]
ENGINEER
JENNINGS ENVIRONMENTAL PLLC
Greg Jennings, PhD, PE
President
919.600.4790
[e-mail]
SHEET INDEX
COVER SHEET
1.1
NOTES, SPECIFICATIONS, MATERIALS
2.1 - 2.2
PROJECT OVERVIEW
3.1
EROSION AND SEDIMENTATION CONTROL
4.1 - 4.4
PLAN AND PROFILE
5.1 - 5.4
STRUCTURE DETAILS
6.1 - 6.7
RE -VEGETATION PLAN
7.1 - 7.2
OCT. 3112019
Of
w
O
PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
AS NOTED
H.D. NAD83
V.D.: NAVD88
JE PIN: 2301
1.1

GENERAL PROJECT SPECIFICATION AND NOTES
1. DEFINITIONS:
1.1. CONSTRUCTION DOCUMENTS: THE CONTRACT AND APPLICABLE PLAN SHEET(S),
DETAILS, SPECIFICATIONS, PERMIT(S), AND/OR ANY OTHER DOCUMENTS
(MEETING MINUTES, PUNCH LISTS, BID TABS, ETC.) FOR COMPLETE INFORMATION
ABOUT THE REQUIRED WORK. ANY ONE OF THESE PARTS OF THE MAY NOT
CONTAIN ALL OF THE INFORMATION REQUIRED TO COMPLETE THE PROJECT
WORK.
1.2. PROJECT OWNER: RANDY BEST
1.3. GRANT ADMINISTRATION: RESOURCE INSTITUTE
1.4. ENGINEER: JENNINGS ENVIRONMENTAL PLLC
2. THE WORK ON THIS PROJECT SHALL ADHERE TO THE FOLLOWING SPECIFICATIONS,
STANDARDS AND/OR REGULATIONS:
2.1. NC DEQ'S "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL"
(2013)
2.2. NC DOT'S "2018 STANDARD PROVISIONS"
2.3. NC DOT'S "2018 SPECIFICATIONS AND SPECIAL PROVISIONS"
2.2. UNITED STATES ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 27
2.3. THE CONSTRUCTION DOCUMENTS
3. NOT ALL EXISTING UTILITIES ARE SHOWN. SOME LOCATIONS MAY BE ARE
APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY LOCATION AND
COORDINATION. ANY UTILITIES SHOWN ON THE CONSTRUCTION DOCUMENTS ARE
FOR INFORMATIONAL PURPOSES ONLY AND IN NO WAY RELIEVES THE CONTRACTOR
FROM COORDINATING, VERIFYING AND PROTECTING EXISTING UTILITIES. ALL UTILITIES
SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE PROJECT AREA UNTIL COMPLETION AND
FINAL ACCEPTANCE BY THE PROJECT OWNER AND ENGINEER. THE CONTRACTOR
SHALL TAKE ALL PRECAUTIONS NECESSARY AND SHALL BEAR ALL RISK OF LOSS OR
DAMAGE. THE CONTRACTOR WILL FURNISH ALL NECESSARY EQUIPMENT, TOOLS,
LABOR, TRANSPORTATION, AND SUPERVISION TO CLEAR THE RIGHT-OF-WAY
ACCORDING TO THESE SPECIFICATIONS AND APPLICABLE FEDERAL, STATE AND
LOCAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL CONFINE ALL ACTIVITIES,
INCLUDING EQUIPMENT STORAGE, TO THE LIMITS OF DISTURBANCE, STAGING AREAS,
AND DESIGNATED CONSTRUCTION ACCESS POINTS.
5. THE MANNER IN WHICH THE CONTRACTOR DEALS WITH PEOPLE AND THEIR
PROPERTIES WHILE PERFORMING THIS WORK IS EXTREMELY IMPORTANT TO THE
PROJECT OWNER AND ENGINEER. THEREFORE, THE CONTRACTOR AND THE
CONTRACTOR'S REPRESENTATIVES SHALL MANIFEST A SPIRIT OF FRIENDLINESS AND
COOPERATION WHEN DEALING WITH PROPERTY OWNERS AND THE GENERAL PUBLIC
WHILE PERFORMING WORK UNDER THIS SPECIFICATION.
6. EXTREME CARE AND DILIGENCE SHALL BE EXERCISED BY THE CONTRACTOR TO
ASSURE THE SAFETY OF PERSONS, ANIMALS, AND PROPERTY. IF AT ANY TIME THE
PROJECT OWNER OR ENGINEER DETERMINES THAT THE CONTRACTOR'S METHODS OR
EQUIPMENT ARE INADEQUATE FOR SECURING THE SAFETY OF THE CONTRACTOR'S
EMPLOYEES OR THE PUBLIC, THE DESIGNATED REPRESENTATIVE MAY DIRECT THE
CONTRACTOR TO TAKE SPECIFIC ACTIONS TO ENSURE SAFETY. THE CONTRACTOR
SHALL IMPROVE METHODS AS DEEMED APPROPRIATE BY THE DESIGNATED
REPRESENTATIVE WITHOUT ADDITIONAL COST TO THE PROJECT OWNER, SO AS TO
ASSURE COMPLIANCE WITH THE PROJECT OWNER AND ENGINEER'S SAFETY
CONCERNS. FAILURE OF THE DESIGNATED REPRESENTATIVE TO MAKE THIS DEMAND
SHALL NOT RELIEVE THE CONTRACTOR OF ANY OBLIGATION TO ENSURE THE SAFE
CONDUCT OF ITS WORK.
7. THE CONTRACTOR SHALL MAINTAIN ALL LIGHTS, GUARDS, SIGNS, TEMPORARY
PASSAGES, OR OTHER PRECAUTIONS NECESSARY FOR THE SAFETY OF ALL PERSONS.
THE CONTRACTOR SHALL ABIDE BY ALL SAFETY RULES AND CONSTRUCTION
CONDITIONS REQUIRED BY GOVERNMENTAL AUTHORITIES AND OTHER ENTITIES,
INCLUDING RAILROADS, SO THE PUBLIC IS SAFEGUARDED FROM ACCIDENTS AND
DELAYS. GUARDS AND FLAGS REQUIRED BY GOVERNMENTAL OR RAILROAD
AUTHORITIES SHALL BE PROVIDED AT THE CONTRACTOR'S EXPENSE, UNLESS
DIRECTED OTHERWISE BY THE DESIGNATED REPRESENTATIVE. CONTRACTOR SHALL
AT NO TIME COMPROMISE EITHER SAFETY OR ENVIRONMENTAL REQUIREMENTS.
8. ANY ALTERNATE ACCESS PLANNED BY THE CONTRACTOR SHALL BE APPROVED BY
THE PROJECT OWNER AND ENGINEER PRIOR TO USE.
9. NO FILL IN WETLANDS MAY OCCUR. ALL EXCESS SOILS FROM STREAM STABILIZATION
AND CHANNEL WORK SHALL BE DISPOSED OF IN OLD STREAM CHANNEL TO OTHER
AREAS APPROVED BY THE PROJECT OWNER AND ENGINEER.
10. SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAY AND WORK WEEK.
TOPOGRAPHIC SPECIFICATIONS AND NOTES
11. ELECTRONIC SURVEY DATA, BASE DRAWINGS AND SITE DATA WERE CURATED BY
JENNINGS ENVIRONMENTAL PLLC USING LOCAL, STATE AND FEDERAL GIS
RESOURCES, AND FIELD DATA COLLECTION ONSITE.
12. HORIZONTAL DATUM IS NAD83(2011) . VERTICAL DATUM IS NAVD88. ALL
COORDINATES ARE BASED ON NAD83(2011) AND ALL ELEVATIONS ARE BASED ON
NAVD88.
13. EXISTING GROUND SURFACES ARE BASED ON NC FMP LIDAR DATA GENERATED IN
2018. SOME TOPOGRAPHIC CHANGES MAY HAVE OCCURRED SINCE THE LIDAR SURVEY
WAS COMPLETED, PARTICULARLY IN AREAS EXPERIENCING CHANNEL DEGRADATION
AND BANK EROSION OR DENSE TREE COVER.
14. THE PROPOSED ELEVATIONS AND GRADES SHOWN HEREIN ARE BASED ON THE LIDAR
SURVEY THAT ENCOMPASSES THE EXISTING GROUND SURFACE FROM WHICH ALL
COMPUTATIONS OF CUT AND FILL ARE BASED. SLIGHT DISCREPANCIES BETWEEN THE
EXITING GROUND AND DIGITAL SURFACE AND FIELD CONDITIONS CAN RESULT IN
VARIATIONS OF TOTAL EXCAVATED QUANTITIES. THUS, QUANTITIES OF MATERIAL
EXCAVATED SHOULD BE COMPARED TO THOSE SHOWN ON THE PLANSHEETS TO
MANAGE THE MOVEMENT OF MATERIAL ACROSS THE SITE.
15. THE INTENT OF THE CHANNEL AND FLOODPLAIN GRADING PLAN IS TO MAINTAIN A
"LIVE SURFACE" THAT CAN BE ADAPTED QUICKLY DURING CONSTRUCTION AND
INCORPORATED INTO A 3D SURFACE FOR CONSTRUCTION USING SURVEY GRADE GPS
EQUIPMENT OR TRADITIONAL SURVEY STAKE OUT METHODS.
STREAM RESTORATION SPECIFICATIONS AND NOTES
16. FIELD CONDITIONS AND PROJECT VARIABILITY MAY REQUIRE ADAPTATION OF THE
PLANSHEETS AND/OR DETAILS PROVIDED IN THE CONSTRUCTION DOCUMENTS
DEPENDING ON SITE CONDITIONS OR PROJECT NEEDS. MINOR VARIATION(S) OR
ADAPTATION(S) OF THE PROPOSED WORK SHOWN ON THE PLANSHEETS AND/OR
DETAILS ARE CONSIDERED INCIDENTAL TO THE WORK.
17. PRIOR TO CLEARING AND GRUBBING, THE CONTRACTOR SHALL MARK THE LIMITS OF
CLEARING NEAR TREES FOR VERIFICATION OF INTENT BY THE ENGINEER. SOME MINOR
ADJUSTMENT OF CHANNEL ALIGNMENT MAY BE REQUIRED TO PRESERVE TREES OR
MINIMIZE IMPACT TO TREES.
18. THE CONTRACTOR SHALL STAKE OUT THE PROPOSED STREAM CENTERLINE USING
TRADITIONAL SURVEY METHODS OR SURVEY GRADE GPS EQUIPMENT FOR REVIEW BY
THE ENGINEER BEFORE BEGINNING EXCAVATION AND GRADING. DEPENDING ON
ENCOUNTERED CONDITIONS SOME SHIFTING OF THE STREAM ALIGNMENT MAY BE
NECESSARY. STAKING MAY BE OMITTED FOR PORTIONS OF THE STREAM WHEN
SURVEY -GRADE GPS IS USED TO CONSTRUCT THE CHANNEL.
18. WHERE PRACTICABLE, EXISTING TREES AND VEGETATION SHOULD BE LEFT IN PLACE
TO FACILITATE NATURAL REGENERATION AND SOIL STABILIZATION.
19. ANY HARVESTING OF TREES FROM ONSITE MUST BE APPROVED BY THE PROJECT
OWNER AND ENGINEER.
20. CONTRACTOR SHALL MINIMIZE, TO THE MAXIMUM EXTENT POSSIBLE, IMPACTS TO
THE ADJACENT TREES.
21. CONSTRUCTION EQUIPMENT TRACKS AND ACCESS PATHS SHALL BE GRADED AND
RE -CONTOURED AFTER CONSTRUCTION TO PREVENT RILL AND GULLY EROSION.
22. CONTRACTOR SHALL USE AN EXCAVATOR WITH A HYDRAULIC THUMB TO INSTALL
IN -STREAM STRUCTURES.
23. EXCAVATION AND GRADING QUANTITIES DO NOT INCLUDE UNDERCUT EXCAVATION
FOR INSTREAM STRUCTURES LIKE RIFFLES, CROSS -VANES AND TOE WOOD
REVETMENT.
24. ELEVATIONS OF TRIBUTARIES AT CONFLUENCES MAY NEED TO BE ADJUSTED TO MEET
CONSTRUCTED CONDITIONS. ADJUSTMENTS SHALL BE MADE IN CONJUNCTION WITH
THE ENGINEER.
25. PROFILES MAY NEED TO BE ADJUSTED TO AVOID ABRUPT CHANGES IN ELEVATION.
ADJUSTMENTS SHALL BE MADE IN CONJUNCTION WITH THE ENGINEER.
26. STREAM RESTORATION WORK SHALL BE IMPLEMENTED BY FIRST GRADING THE
FLOODPLAIN ADJACENT TO THE CHANNEL TO THE ELEVATIONS AND GRADES
SPECIFIED IN THE PLANSHEETS. THE PROPOSED STREAM CHANNEL SHALL THEN BE
EXCAVATED TO THE CHANNEL CROSS-SECTION GEOMETRY AND LONGITUDINAL
PROFILE IN THE CONSTRUCTION DOCUMENTS. THIS CHANNEL WORK SHALL BE DONE
WITH LOW GROUND PRESSURE TRACK EQUIPMENT. PLANSHEETS PROVIDE
DIMENSIONS, ELEVATIONS AND SLOPES TO AID IN CONSTRUCTION OF THE CHANNEL.
THE THALWEG CAN FIRST BE EXCAVATED TO THE ELEVATION SPECIFIED IN THE
LONGITUDINAL PROFILE AND EXCAVATION AND FINE GRADING OF THE
CORPS -SECTIONS SHALL THEN BE PREFORMED. ANY TEMPORARY STOCKPILING OR
DOUBLE HANDLING OF EXCESS EARTH NECESSARY TO BUILD THE CHANNEL SHALL BE
CONSIDERED INCIDENTAL TO CONSTRUCTION.
27. BANKFULL CHANNEL DIMENSIONS WILL BE HELD TO THE DIMENSIONS SHOWN ON
THE TYPICAL CROSS-SECTION PLANSHEETS. ELEVATIONS SHALL BE CONSTRUCTED
WITHIN 0.1' (VERTICAL). WIDTHS AND DEPTHS MUST FALL WITHIN RANGES SHOWN IN
THE PLANSHEETS. CHANNEL CROSS-SECTION DIMENSIONS SHALL BE WITHIN 0.2'
(HORIZONTAL).
28. IF THE EXISTING GROUND IS LESS THAN 0.2' HIGHER THAN THE PROPOSED BANKFULL
ELEVATION, IT IS NOT NECESSARY TO EXCAVATE TO THE PROPOSED ELEVATIONS AND
GRADES IN THE CONSTRUCTION DOCUMENTS.
29. IN -STREAM STRUCTURES SHALL BE INSTALLED AS THE CHANNEL IS BEING
CONSTRUCTED. INSTREAM STRUCTURES SHALL BE FINISHED TO A SMOOTH SURFACE
IN ACCORDANCE WITH THE LINES, GRADES AND ELEVATIONS SHOWN IN THE
CONSTRUCTION DOCUMENTS. THE FINISHED STRUCTURE SLOPES AND PROFILE
ELEVATIONS SHALL BE WITHIN 0.1' (VERTICAL) OF THE CONSTRUCTION DOCUMENTS
30. ALL FILTER FABRIC INSTALLED AS PART OF THE INSTREAM STRUCTURE SHALL BE A
NONWOVEN GEOTEXTILE UNLESS OTHERWISE SPECIFIED IN STRUCTURE DETAILS OR
SPECIFICATIONS. FILTER FABRIC SHALL BE TRIMMED TIGHT TO THE SURFACE OF THE
STRUCTURE AND SHOULD NOT BE OBSERVED BY VISUAL INSPECTION.
31. BOULDER STRUCTURES SHALL BE CONSTRUCTED FROM BOULDERS THAT ARE CUBICAL
OR RECTANGULAR IN SHAPE AND SIZED ACCORDING TO THE STRUCTURE DETAILS.
32. AFTER THE STRUCTURE IS COMPLETE AND FLOW IS RESTORED TO THE CHANNEL,
SOME ADJUSTMENT TO THE STRUCTURE OR ADDITIONAL STABILIZATION MEASURE
MAY BE NECESSARY TO ACHIEVE THE DESIRED FUNCTION.
26. CHANNEL REALIGNMENT WORK SHALL BE COMPLETED AND STABILIZED PRIOR TO
ALLOWING FLOW TO ENTER INTO THE NEWLY CONSTRUCTED STREAM CHANNEL.
27. THE CONSTRUCTED CHANNEL SHALL BE STABILIZED AS SOON AS POSSIBLE BY
TEMPORARY AND PERMANENT SEEDING, ADDING STRAW MULCH TO BARE SOIL AND
INSTALLING EROSION CONTROL MATTING FROM THE TOE OF THE BANKFULL
CHANNEL TO 4' BEYOND THE BANKFULL STAGE. PRIOR TO INSTALLING THE EROSION
CONTROL MATTING, PREPARE THE SOIL SURFACE BY LOOSENING 2 - 4" OF SOIL OR
APPLYING 2 - 4" OF TOPSOIL TO THE PROPOSED ELEVATIONS AND APPLY SEED AND
THEN STRAW MULCH. SEED SHALL BE BROADCAST EVENLY OF THE AREA USING A
BROADCAST SPREADER PRIOR TO COVERING WITH THE EROSION CONTROL MATTING.
THE MATTING SHALL BE ROLLED OUT IN THE DIRECTION OF ANTICIPATED RUNOFF
FLOW. INSTALL MATTING IN ACCORDANCE WITH THE DETAIL INCLUDED IN THE
CONSTRUCTION DOCUMENTS. REWORKING OF AREAS THAT DO NOT ESTABLISH
VEGETATION OR BECOME UNSTABLE SHALL BE NECESSARY IN THE MATTING
SEPARATES FROM THE SOIL.
28. IF THE TIMING OF CONSTRUCTION IS SUCH THAT PERMANENT RIPARIAN SEED
CANNOT BE PLACED IN THE FALL, THEN THE CONTRACTOR SHALL SEED WITH
TEMPORARY WINTER COVER AND RETURN THE FOLLOWING SPRING TO INSTALL THE
PERMANENT RIPARIAN SEED.
29. THE HARVESTING AND INSTALLATION OF LIVE STAKES AND CUTTINGS SHALL BE
PREFORMED ONLY DURING THE DORMANT SEASON, TYPICALLY BETWEEN DECEMBER
1 AND MARCH 1. THE CONTRACTOR SHALL NOTIFY THE PROJECT OWNER AND
ENGINEER 7 DAYS PRIOR TO HARVESTING TO REVIEW AND APPROVE ALL HARVESTING
SITES AND SPECIES.
30. LIVE STAKES AND BARE ROOTS SHALL BE INSTALLED BELOW THE BANKFULL STAGE TO
THE BASE FLOW WATER SURFACE IN THE CHANNEL. LIVE STAKES SHALL BE INSTALLED
THROUGH THE EROSION CONTROL MATTING TO A DEPTH THAT REACHES THE WATER
TABLE.
31. EXCESS EARTH MAY BE USED TO BACKFILL THE OLD CHANNEL OR SPREAD IN OTHER
LOCATIONS WITHIN THE PROJECT AREA THAT ARE APPROVED BY THE PROJECT
OWNER AND ENGINEER.
32. TOPSOIL SHALL BE REMOVED FROM EXCAVATION AND FILL AREAS PRIOR EXCAVATION
AND GRADING AND RE -APPLIED TO AREAS AFTER ROUGH GRADING IS COMPLETE. 2 -
4" OF TOPSOIL SHALL BE PLACED ON DISTURBED AREAS TO THE ELEVATIONS AND
GRADES INCLUDED IN THE CONSTRUCTION DOCUMENTS.
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PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D. NAVD88
JE PIN: 2301
2.1

QUANTITIES AND MATERIALS SPECIFICATIONS
1. THE CONTRACTOR SHALL FURNISH ALL MATERIALS NECESSARY TO COMPLETE THE
PROPOSED WORK UNLESS OTHER PROVISIONS HAVE BEEN AGREED UPON PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL DELIVER ALL MATERIALS TO THE
DESIGNATED ACCESS POINTS AND STAGING AREAS OR TO A LOCATION SPECIFIED BY
THE PROJECT OWNER OR ENGINEER. MATERIAL QUANTITIES, DIMENSIONS AND SIZES
SHALL CONFORM TO THE NOTES AND SPECIFICATIONS PROVIDED IN THE
CONSTRUCTION DOCUMENTS OR ON THE QUANTITIES AND MATERIALS LIST. THE
ENGINEER MAY INSPECT AND APPROVE ALL MATERIALS PRIOR TO CONSTRUCTION. IF
MATERIALS DO NOT MEET THE MINIMUM REQUIREMENTS SPECIFIED IN THE
CONSTRUCTION DOCUMENTS, THE ENGINEER SHALL REJECT THE MATERIALS.
2. COSTS INCURRED DUE TO PROJECT DELAYS RESULTING FROM FAILURE OF THE
CONTRACTOR TO MEET THE REQUIREMENTS OF THE GENERAL SPECIFICATIONS,
CONSTRUCTION DOCUMENTS, OR CONSTRUCTION SPECIFICATIONS, SHALL BE THE
EXPENSE OF THE CONTRACTOR. QUANTITIES LISTED ARE ESTIMATES ONLY AND
SHALL BE CONFIRMED BY THE CONTRACTOR.
3. THE EROSION CONTROL MEASURES DEPICTED ON THE PLANS ARE TO BE INSTALLED
AS NEEDED TO KEEP ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS.
ADDITIONAL EROSION CONTROL MEASURES (ABOVE THOSE SHOWN ON THE PLANS
AND ON THE QUANTITIES AND MATERIALS LIST) MAY BE REQUIRED IN ORDER TO KEEP
ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS. THE CONTRACTOR
SHALL OBTAIN APPROVAL FROM THE ENGINEER AND NC DEQ (WHEN APPLICABLE)
PRIOR TO INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES.
4. ANY ADDITIONAL GRADING OTHER THAN WHAT IS SHOWN ON THE PLANS SHALL
REQUIRE PRIOR APPROVAL FROM THE ENGINEER. ANY ADDITIONAL AREAS OF
DISTURBANCE (CHANGES IN ACCESS, GRADING, CLEARING, ETC.) WILL REQUIRE
APPROVAL FROM THE ENGINEER AND NCDEQ (WHEN APPLICABLE).
5. THE USE OF ANY BRAND NAMES/MANUFACTURERS OR MODELS IS INTENDED SOLELY
TO DENOTE THE QUALITY STANDARD OF THE DESIRED PRODUCT. ANY USE OF BRAND
NAMES IS NOT INTENDED TO RESTRICT BIDDERS TO A SPECIFIC BRAND, MAKE,
MANUFACTURER, OR NAME. THE BRAND NAMES. MANUFACTURERS OF MODELS ARE
INTENDED TO CONVEY THE GENERAL STYLE, TYPE, CHARACTER, AND QUALITY OF
PRODUCT. EQUIVALENT PRODUCTS WILL BE ACCEPTABLE IF THE ENGINEER HAS GIVEN
APPROVAL OF THE SPECIFIC PRODUCT IN WRITING.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROVIDING STORAGE
AREAS FOR CONSTRUCTION MATERIALS AND EQUIPMENT. THE MATERIAL AND
EQUIPMENT STORAGE SHALL COMPLY WITH THE CONSTRUCTION DOCUMENTS AND
ALL TOWN, LOCAL, STATE AND FEDERAL REGULATIONS THROUGHOUT THE
CONSTRUCTION PERIOD. THE CONTRACTOR SHALL RESTORE THE STORAGE AREA TO
ITS ORIGINAL (OR BETTER) CONDITION UPON COMPLETION OF THE PROJECT OR
UPON SUCH TIME AS DIRECTED BY THE PROJECT OWNER. SUCH RESTORATION SHALL
BE AT NO ADDITIONAL COST TO THE PROJECT OWNER. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR THE SAFEGUARDING OF MATERIALS AND EQUIPMENT AGAINST
FIRE, THEFT AND VANDALISM AND SHALL NOT HOLD THE PROJECT RESPONSIBLE IN
ANY WAY FOR THE OCCURRENCES OF SAME. FOR MATERIALS AND EQUIPMENT
STORAGE AREAS THE CONTRACTOR SHALL FURNISH AND ERECT, AT NO ADDITIONAL
COST, WHATEVER WORKS MAY BE NECESSARY FOR THE PROTECTION OF THE PUBLIC,
INCLUDING BUT NOT LIMITED TO BARRICADES, FENCES, ETC. PRIOR TO FINAL
PAYMENT BEING MADE, THE CONTRACTOR SHALL OBTAIN A RELEASE FROM THE
PROPERTY OWNER OF THE STORAGE AREA UTILIZED FOR THE PROJECT.
7. THE CONTRACTOR SHALL ESTABLISH, PROVIDE AND MAINTAIN AN EFFECTIVE
QUALITY CONTROL PROGRAM THAT DETAILS THE METHODS AND PROCEDURES TO BE
TAKEN TO ASSURE THAT ALL MATERIALS AND COMPLETED WORK, REQUIRED FOR THE
PROJECT, CONFORM TO THE CONSTRUCTION DOCUMENTS. ALTHOUGH GUIDELINES
ARE ESTABLISHED AND CERTAIN MINIMUM REQUIREMENTS ARE SPECIFIED HEREIN
AND ELSEWHERE IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR IS FULLY
RESPONSIBLE FOR DEVELOPING AND EXECUTING THEIR OWN QUALITY CONTROL
PROGRAM. THE CONTRACTOR SHALL PERFORM INSPECTION, TESTING, AND
MEASUREMENT OF ALL ITEMS OF WORK REQUIRED BY THE CONSTRUCTION
DOCUMENTS AND TECHNICAL SPECIFICATIONS, INCLUDING THOSE PERFORMED BY
SUBCONTRACTORS. REVIEW OF THE MATERIALS AND COMPLETED WORK BY THE
PROJECT OWNER AND ENGINEER DOES NOT RELIEVE THE CONTRACTOR OF
PERFORMING QUALITY CONTROL INSPECTIONS/REVIEW OF THE CONTRACTOR'S
AND/OR SUBCONTRACTOR'S WORK.
8. THE CONTRACTOR SHALL WARRANTY ALL MATERIALS AND WORKMANSHIP FOR A
PERIOD OF ONE (1) YEAR FROM THE DATE OF ACCEPTANCE OF BY THE PROJECT
OWNER AND SHALL REPLACE ANY PORTIONS THAT FAIL DUE TO FAULTY MATERIALS
OR WORKMANSHIP, AT NO ADDITIONAL COST TO THE PROJECT OWNER. A SIX (6)
MONTH AND ELEVEN (11) MONTH INSPECTION WILL BE PERFORMED DURING THE
WARRANTY PERIOD. THE CONTRACTOR SHALL IMMEDIATELY REPAIR ALL ITEMS
DETERMINED BY THE PROJECT OWNER OR AUTHORIZED REPRESENTATIVE TO BE
DEFECTIVE UPON NOTIFICATION. THE CONTRACTOR SHALL IMMEDIATELY REPAIR OR
REPLACE FAILED ITEMS UPON NOTIFICATION BY THE PROJECT OWNER. SEASONALLY
INSTALLED ITEMS SHALL BE REPAIRED OR REPLACED DURING THE NEXT AVAILABLE
INSTALLATION PERIOD. ITEMS REPAIRED OR REPLACED UNDER THIS PROVISION SHALL
HAVE AN ADDITIONAL ONE (1) YEAR WARRANTY PERIOD FROM THE NEW DATE OF
ACCEPTANCE. AREAS AND/OR OTHER WORK DISTURBED WHILE ACCESSING AND/OR
REPAIRING/REPLACING WARRANTY COVERED ITEMS SHALL BE STABILIZED.
LOD
TB
MATERIALS AND QUANTITIES AND COSTS
ITEM SIDIIESCIRLPTION
OTY
UNIT
MOBILIZATION
1
MOBILIZATION 1 DEMOBILIZATION (EK OF SUBTOTAL 1)
1
LS
2
CONSTRUCTION STATE OUT SURVEY, CPS MODEL PREPARATION
1
LS
3
AS -BUILT AND CONSERVATION EASEMENT SURVEY
i
LS
EROSION AND SEDIMENT CONTROL
5
STANDARD CONSTRUCTION ENTRANCE
1
EA
6
TEMPORARY SILT FENCE
160
LF
8
TEMPORARY PUMP AROUNDSYSTEM (3" PUMP)
60
HR
GRADING AND EARTHWORK
9
STREAM CHANNEL, F_OODPLAIN GRADING AND EXvAVATION iAPPROK 350 CY)
1
LS
STREAM RESTOTRATIQN - TRIBUTARY
10
CONSTRUCTED RIFFL=
LOG STEP
3
EA
11
16
EA
12
OFFSET BOULDER STEP
10
EA
13
FURNISH AND INSTALL EROSION CONTROL MATTING - COIR 70OG
300
f SY^
STREAM RESTOTRATION - STINGY BRANCH
14
CONSTRUCTED RIFFLE
3
EA
15
LOG STEP
15
EA
16
OFFSET BOULDER STEP
9
EA
17
BOULDERJ-HOCKVANE
4
EA
18
FURNISH AND INSTALL EROSION CONTROL MATTING - COIR 70OG
350
SY
PLANTING AND VEGETATION
19
TEMPORARY SEEDING
0.6
AC
24
PERMANENT SEEDING
0.6
AC
21
LIVE STAKES, BAREROOT STOCK, TUBLINGS
3,000
STEMS
22
INVASIVE SPECIES CONTROL
2.4
AC
MISCELLANEOUS
23
AS7M #57 STONE
10
TN
24
NCDOT CLASS A STONE
10
TN
25
NCDOT CLASS 9 STONE
CRUSH AND RUN ROADWAY SURFACE COU RSE
10
TN
2.6
10
TN
PARCEL BOUNDARY
LOD
25' TROUT BUFFER
— — —315— —
— EXISTING MAJOR CONTOUR
314
EXISTING MINOR CONTOUR
315
PROPOSED MAJOR CONTOUR
314 PROPOSED MINOR CONTOUR
CHANNEL TOB / BKF
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STANDARD LINES AND SYMBOLS
— CHANNEL CENTERLINE
PROPOSED GRADING LIMITS
PROPOSED CONSTRUCTED RIFFLE
0000 PROPOSED LOG STEP
PROPOSED OFFSET BOULDER STEP
PROPOSED BOULDER J-HOOK VANE
PROPOSED CHANNEL PLUG
CONSTRUCTION ENTRANCE,
STREAM CROSSING
CONSTRUCTION ACCESS PATH
SF SILT FENCE
+ + + INVASIVE SPECIES CONTROL,
L VEGETATION ENHANCEMENT
RE -VEGETATION
PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
Nrs
H.D. NAD83
V.D. NAVD88
JE PIN: 2301
PROPOSED STREAMBANK GRADING
2.2

TAPESTRY TRAIL
TRIBUTARY STA 1+20 TO 2+02
CHANNEL REALIGNMENT, FLOODPLAIN
GRADING AND RE -VEGETATION
SEE SHEETS 3.2.
TRIBUTARY STA 0+00 TO 1 +20
CHANNEL REALIGNMENT, FLOODPLAIN
GRADING AND RE -VEGETATION
\ SEE SHEETS 3.1.
STINGY BRANCH STA 0+00 TO 5+50
INVASIVE SPECIES CONTROL, VEGETATION
ENHANCEMENT AND PLANTING.
SEE SHEETS 5.1 - 5.2.
o 0 00
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SCALE: 1 " = 100'
1
1
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1 �
1 1
1
1 j
16
\ TAPESTRY TRAIL
STINGY BRANCH STA 5+50 TO 8+25
IN -STREAM STRUCTURES, FLOODPLAIN RECONNECTION, 1
BANK GRADING AND RE -VEGETATION. 1
SEE SHEET 3.3.
i
,
STINGY BRANCH STA 10+57 TO 12+67
INVASIVE SPECIES CONTROL, VEGETATION
ENHANCEMENT AND PLANTING.
SEE SHEETS 5.1 - 5.2.
�FP �
0
STINGY BRANCH STA 8+25 TO 10+57
IN -STREAM STRUCTURES, FLOODPLAIN RECONNECTION,
BANK GRADING AND RE -VEGETATION. s �,
SEE SHEET 3.4.
`N
i
PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
SCALE: 1 " = 20'
H.D. NAD83
V.D.: NAVD88
JE PIN: 2301
3.1

WET FORD CROSSING FOR"
T'
ACCESS TO NORTH SIDE
OF STINGY BRANCH Jul/f�
SEE DETAIL SHEET 4.4.
25' TROUT BUFFER
TOTAL IMPACT = 0.91 AC
L TEMPORARY PUMP AROUND SYSTEM `\/ - r LOD = 0.98 ACj� �f J
SEE DETAIL SHEET 4.4.
j \ \ RFB AVALON LLC 7�\
( PIN: 8617-79 3199
G_ 333 TAPESTRY TRAIL
131.76
AC
LOD = 0.98 AC
25TROUT BUFFER
TOTAL IMPACT - 0.91 AC
o 21 11
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SCALE: 1 " = 50'
EROSION AND SEDIMENTATION CONTROL PLAN NOTES
1. THE TOTAL LOD OF THE PROPOSED STREAM RESTORATION PROJECT IS 0.98
AC. THE TOTAL TEMPORARY TROUT BUFFER IMPACT IS 0.91 AC. THE
CONTRACTOR SHALL KNOW AND UNDERSTAND THE PROJECT EXTENTS AND
LOD BEFORE STARTING CONSTRUCTION.
2. HARD COPIES OF ALL APPLICABLE PERMITS SHALL BE KEPT ON -SITE IN THE
PERMITS BOX OR POST ON SITE. ANY PROJECT REVISIONS THAT RESULT IN
ADDITIONAL LAND DISTURBANCE OR CHANGE IN DRAINAGE PATTERNS SHALL
BE SUBMITTED TO TOWN STAFF FOR APPROVAL.
3. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE
PROJECT OWNER AND THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE
AN ON -SITE PRE -CONSTRUCTION MEETING.
4. NO LAND DISTURBING ACTIVITIES SHALL TAKE PLACE OUTSIDE THE PROJECT
LIMITS WRITTEN APPROVAL FROM THE PROJECT OWNER AND ENGINEER.
5. SENSITIVE AREA BUFFERS INCLUDING WETLANDS, STREAMS, RARE PLANTS,
AND ARCHAEOLOGICAL SITES, SHOULD BE MARKED AND PROTECTED WITH
CONSTRUCTION SAFETY FENCING.
6. NO DEMOLITION, CONSTRUCTION, OR LAND DISTURBANCE ACTIVITIES SHALL
BEGIN UNTIL ALL APPLICABLE EROSION CONTROL MEASURES HAVE BEEN
INSTALLED. IF CLEARING IS REQUIRED FOR INSTALLATION OF A GIVEN
MEASURE, ALL OTHER MEASURES SHALL BE INSTALLED FIRST. THE NECESSARY
LAND DISTURBANCE ACTIVITIES REQUIRED FOR INSTALLATION OF THE GIVEN
MEASURE MAY THEN PROCEED.
7. UTILITIES ARE SHOWN IN APPROXIMATE MANNER ONLY. CONTRACTOR SHALL
VERIFY LOCATION AND ELEVATION OF EXISTING UTILITIES PRIOR TO
BEGINNING DEMOLITION, CONSTRUCTION OR LAND DISTURBING ACTIVITIES.
160 LF OF SILT FENCE
�-- AT AREA LIMITS \� \
SEE DETAIL SHEET 4.4.RFB AVALON LLC
136 GOOSE POND TRL
n
PIN: 8617-69-6566
1.81 AC
8. THE CONTRACTOR SHALL MAKE EVERY PRACTICAL EFFORT TO LIMIT
DISTURBANCE STINGY BRANCH DOWNSTREAM OF THE PROJECT AREA.
9. THE CONSTRUCTION ENTRANCE OF THE EXISTING GRAVEL DRIVE AT IVEY
REDMON SPORTS COMPLEX SHALL BE USED FOR ACCESS TO THE SITE. ALL
VEHICLES, TRUCKS AND EQUIPMENT SHALL USE THE CONSTRUCTION
ENTRANCE AND TRAVEL SOUTH FOR ACCESS TO THE SITE.
10. A TEMPORARY STAGING AREA SHALL BE ESTABLISHED SOUTH OF THE
CONSTRUCTION ENTRANCE WITH TEMPORARY SILT FENCE ALONG THE
SOUTHERN EDGE.
12. CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE STORED AND / OR
STAGED IN THE DESIGNATED STAGING AREAS SHOWN ON THE APPROVED
E&SC PLAN.
13. THE ACCESS AREA SHOULD BE "STORM READY" AT THE END OF EACH WORK
DAY/WEEK.
CONSTRUCTION SEQUENCE
1. FLAG THE WORK LIMITS AND STAKE OUT THE EXTENTS AND ELEVATIONS OF
THE PROJECT.
2. LOCATE ALL UNDERGROUND UTILITIES WITHIN THE WORKSITE.
3. HOLD PRE -CONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION.
4. INSTALL CONSTRUCTION ENTRANCES, SILT FENCE AND STREAM CROSSING PER
THE ATTACHED PLAN SHEETS AND DETAILS.
5. INSPECT EROSION AND SEDIMENTATION CONTROL PRACTICES DAILY AND
AFTER SIGNIFICANT RAINFALL EVENTS. MAKE NEEDED REPAIRS IMMEDIATELY.
6. ACQUIRE AND STORE MATERIALS FOR STREAM WORK (E.G., BOULDERS, LOGS,
WOODY DEBRIS) IN THE DESIGNATED STAGING AREAS.
WILLIS, RODGER D.
9 SIGNATURE ROW BLVD
PIN:8616-70-1035
�4 1.54 AC
II�
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WORTH, SHARI S
8 SIGNATURE ROW BLVD
PIN:8616-79-3873
2.00 AC
STANDARD CONSTRUCTION
ENTRANCE AT BRECKENRIDGE ROAD
SEE DETAIL SHEET 4.4.
RFB AVALON LLC
135 GOOSE POND TRL
PIN: 8617-69-9780
2.1 AC
7. TO THE EXTENT PRACTICABLE, WORK ITERATIVELY FROM UPSTREAM TO
DOWNSTREAM THROUGHOUT THE PROJECT REACHES. CONTRACTOR SHALL
LIMIT STREAMBANK DISTURBANCE TO AREAS THAT CAN BE COMPLETED AND
STABILIZED DURING ONE DAY OF WORK. DURING EACH ZONE OF
DISTURBANCE, FOLLOW THE FOLLOWING STEPS:
7.1. AS NEEDED TO IMPLEMENT BANK GRADING, REMOVE VEGETATION. DO
NOT REMOVE HEALTHY, NATIVE VEGETATION FROM AREAS WHERE NO
GRADING OR STRUCTURE INSTALLATION WILL OCCUR. STOCKPILE
VEGETATION FOR REPLANTING, AS APPROPRIATE.
7.2. AS SHOWN ON PLANS, REALIGN CHANNEL. ENSURE CONSTRUCTED
SLOPES ARE GRADED AT A 3:1 SLOPE OR FLATTER, UNLESS DIRECTED
OTHERWISE BY THE FIELD ENGINEER. WHEN POSSIBLE, PERFORM WORK
FROM STREAMBANKS IN ORDER TO MINIMIZE TIME SPENT WORKING IN
THE CHANNEL.
7.3. INSTALL IN -STREAM STRUCTURES, BEDFORM FEATURES, AND
STREAMBANK PROTECTION PER THE PLANS. WHEN POSSIBLE, PERFORM
WORK FROM STREAMBANKS IN ORDER TO MINIMIZE TIME SPENT
WORKING IN THE CHANNEL.
7.4. INSTALL COIR STREAMBANK MATTING AND TEMPORARY SEEDING ON
ALL DISTURBED SURFACES ON THE STREAMBANK TO 3 FT (MIN) BEYOND
THE BAN KFU LL STAG E.
8. ONCE SITE IS STABILIZED AND CONSTRUCTION ACTIVITIES ARE COMPLETED,
REMOVE AND DISPOSE OF ALL NON -BIODEGRADABLE EROSION CONTROL
DEVICES.
9. WHEN APPROPRIATE, INSTALL PERMANENT VEGETATION PER PLANTING PLANS
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PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
SCALE: 1 " = 20'
H.D. NAD83
V.D.: NAVD88
JE PIN: 2301
4.1

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 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 NCG01 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 on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
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
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HOW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HOW 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
a Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erasion 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/Flocculants.
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. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT 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 silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is 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 onsite.
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 store hazardous chemicals, drums or bagged materials directly on the ground.
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PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D. NAVD88
JE PIN: 2301
4.2

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. Anytime when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site Inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) 1
At least once per
1. Identification ofthe measures inspected,
Measures
7 calendar days
2. Date and time ofthe inspection,
and within 24
3. Name ofthe person performing the inspection,
hours ofa rain
4. Indication ofwhetherthe measures were operating
event> 1.0 inch in
properly,
24 hours
5. Description of maintenance needs forthe measure,
6. Description, evidence, and date of corrective actions taken.
(3) Starmwater
At least once per
1. Identification ofthe discharge outfalls inspected,
discharge
7 calendar days
2. Date and time ofthe inspection,
outfalls (SDOs)
and within 24
3. Name ofthe person performing the inspection,
hours ofa rain
4. Evidence of indicators ofstormwater pollution such as oil
event> 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication ofvisible sediment leavingthe site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
Ifvisible sedimentation is found outside site limits, then a record
site
7 calendar days
ofthe following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours ofa rain
the site limits,
event> 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
Ifthe stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record ofthe following shall be made:
(where
hours ofa rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event> 1.0 inch in
2. Records ofthe required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) ofthis permit
ofthis permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter i
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will he provided as
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
1. 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 underthis permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
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
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency 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 30 days. 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.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. (40 CFR 122.41]
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), or
• They are within 100 feet of surface waters (regardless of volume).
(a) 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) 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 Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrenre
ReportingIrimeErames (After Discowiy) and Other Requirements
(a) Visible sediment
• WithFn24houFs, an orator electronic notification.
deposition rn a
• LA'i#hin 7cnlerrdoF days, a repvrl-that contains a description of the
stream ar well
sedrmert and actions taken to address the cause of the deposition -
Division staff may waive the requirement fnra written report cn a
case-kry�ase basis.
• If the stream is named on the i_NAM IEst as impaired For sediment -
related causes, the permiltee ma4 be required to perform additional
monitoring, irrsisFChuns or apply more stringent practicesif staff
dP[ermrare that addalonal requirements areneuded to assure campliance
with the f@d-il stale impaired, watersconditlons,
(h} Oil spills and
+ Withm 24 hours, an Oral nr electronic nvtifiedi The notification
release of
shall include information aboutthe date, time, nature, volume and
ttazardous
iocatlon or the spill ar release.
substances per Item
1(b)-(c) above
(c) Anticipated
Al of least ten days before the dote of the bypass, Ft possible.
bypasses [40 eFR
The report shall irulude an evaluation of the anticipated quality and
122.41(m)(3f)
elfectofthe bypass-
(4) Urtanlicipaled
• Within 24 hours, an oral flr electronic notification.
iaypas5es 14C GF9
• Within ]calendar dogs, a reportthat includes an evaluation of the
122.41irrm)(3F)
quality and effect of the bypass-
(e) Noncompl lance
• 4Yfthrlr 24 hours, art c ral or electronic notification.
with the conditions
• l i"ithfrr 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and Its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncom iance has not
trealth or the
been corrected, the anticipated time noncompliance Is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(ll
prevent reoccurrence of the nancornplial [40 CFR aaz41(1)(6j.
• Divlsinn Staff may waive the requirement Far a written report on a
case-hy-case ba5r3.
PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
NITS
H.D. NAD83
V.D. NAVD88
JE PIN: 2301
4.3

NOTES:
50' MIN.
BUT SUFFICIENT TO KEEP
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP
SEDIMENT ON SITE
TO ENSURE CONSTRUCTION ENTRANCE IS USED.
0
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
o 000
25' OR FULL WIDTH THE MUD IS NOT REMOVED BYTHE VEHICLE TRAVELING
2' - 3' STONE TO BE USED o�
OF PROPOSED STREET OVER THE STONE, THEN THE TIRES OF THE
EXISTING
( SURGE STONE OR
VEHICLE MUST BE WASHED BEFORE ENTERING THE
OR ENTRANCE,
ROADWAY
RAILROAD BALAST)
WHICHEVER IS PUBLIC ROAD.
GREATER.
3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS
ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITY
WILL CLEAN THE AREA AND INVOICE THE FINANCIALLY
RESPONSIBLE PERSON AS INDICATED ON THE FINANCIAL
RESPONSIBILITY FORM.
PLAN
NEW CONSTRUCTION
EXISTING ROADWAY
35' MIN. �� 15' MIN.
o0
6' MIN.
o o 00 °o
IIIII—IIII
12' MIN.
III v IIIII
IIIII III—IIIII IIIII=
FABRIC UNDER STONE
SURFACE FLOW
- DIVERSION
CROSS SECTION
CONSTRUCTION ENTRANCE
5.0 FT MAXIMUM
BANK HEIGHT
IIII 9`li IIIIIIII � � (/G�,e�'i
III III N 0 IVIII
SURFACE FLOW
DIVERSION
;° ° °
°o°o
IVIII
3�0°°°o$$o° �°°o°°o°�
o
I �I yy�' IIIIII
Ild�
STONE APPROACH SECTION 5:1
MAXIMUM SLOPE ON ROAD
STONE OVER
FILTER FABRIC
ORIGINAL STREAMBANK
STONE
FILTER FABRIC
TEMPORARY STREAM FORD CROSSING
SURFACE FLOW
DIVERSION
STEEL POST
WOVEN WIRE FABRIC
FILL SLOPE
MIN. 10 GA.
LINE WIRES
GRADE
6" 1-uIDiiii�y
MIN=Le1Ei�
4
MIN ` SILT FENCE GEOTEXTILE FABRIC
W
APPROVED SEDIMENT
FILTERING DEVICE (SEDIMENT
FILTER BAG). PROVIDE
POSITIVE DRAINAGE FROM
SEDIMENT FILTER BAG TO
STREAM.
B' MAX.
VARIABLE AS DIRECTED BYTHE ENGINEER
r
SILT FENCE FABRIC
INSTALLED TO SECOND
WIRE FROM TOP
91-
FRONTVIEWm
IIIII
-
NOTES
1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS
SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA.
SILT FENCE
DISCHARGE HOSES
PLASTIC OR
WIRE TIES
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
GRADE
IIII=11�
DIVERSION PUMP
INTAKE HOSE
DISCHARGE ONTO DEWATERING PUMP
STABLE RIPRAP PAD P
TO PREVENT SCOUR /
HOLE ` STREAMBANK
---- FLOW. —
FLOW..— SEDIMENT INTAKE CLEAN WATER
SUMP HOLE FOR POOL
DIKE HOSE DIKE
(12' TO 18' DEEP, 2-FT DIAMETER)
WORK AREA LENGTH NOT TO EXCEED THAT
WHICH CAN BE COMPLETED IN ONE DAY
NOTES:
1. SANDBAG DIKES SHALL BE SITUATED AT THE UPSTREAM AND DOWNSTREAM ENDS OF THE WORK AREA, AND STREAM FLOW SHALL BE PUMPED
AROUND THE WORK AREA. THE PUMP SHOULD DISCHARGE ONTO A STABLE VELOCITY DISSIPATER CONSTRUCTED OF RIPRAP OR SANDBAGS.
2. WATER FROM THE WORK AREA SHALL BE PUMPED TO A SEDIMENT FILTERING MEASURE SUCH AS A SEDIMENT BAG OR OTHER APPROVED DEVICE
THE MEASURE SHALL BE LOCATED SUCH THATTHE WATER DRAINS BACK INTO THE CHANNEL BELOW THE DOWNSTREAM SANDBAG DIKE
WITHOUT CAUSING FURTHER EROSION BETWEEN THE SEDIMENT FILTER BAG AND THE STREAMBANK.
3. THE PUMP MUST RUN CONTINUOUSLY WHILE WORKING IN THE STREAM.
4. STREAMBANKS MUST BE STABILIZED AT THE END OF EACH DAY.
TEMPORARY PUMP AROUND SYSTEM
PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D. NAVD88
JE PIN: 2301
4.4

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W
6.1%
6.1%11 --
9%
- GRADING LIMITS
PLUG AND FILL _
FXISTING CHANNFI
3400
V
M
00
Il
N
'7
�O
In
U
—00.-00
00
00
00
I,
—00.—
00
00
n
-
n
00
10
00
n
- 00
00
00
00
00
—00
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
>
>
J
>
J
>
J
>
J
>
J
>
>
J
>
>
J
>
J
>
J
>
J
>
J
W
W
W
W
W
W
J
W
W
J
W
W
W
W
W
J
W
= PROPOSED BKF STAGE
II I
3395
— EXISTING GRADE
_ —
DESIGN
3390
_
3390
REVISIONS
16.90
DATE: 10/31/2019
PROPOSED TW
PLOT SIZE: 11" x 17"
3385
3385
SCALE: 1 " = 20'
O
O
O
V
OO
+
O
to
I,
t
O
to
tt
O
to
O
to
t+
O
to
O
to
'O
+
O
0,
+
O
to
O
to
O
to
O
to
V
+
O
to
+
O
to
+
to
t
O
to
00
tt
O
to
O
to
Lo
O
+
OO
to
00
O
+
to
V
t+
O
'O
O
O
t0t+
O
M
O
0,
a0
O
O
10
O
V
ol
O
O
to
Irl
O
to
_
to
to
0�
QH-
to
H.D. NAD83
V.D.NAVD88
JE PIN: 2301
3380
0+00
3380
0+25 0+50 0+75 1+00 1+20
� •

1 GRADING LIMITS
PLUG AND FILL
EXISTING CHANNEL
0
3a8 v
,
7x2s ^'1 o Q fib-- � N
l �
-ICI 1=1 I 1-
SCALE: 1 " = 10'
3390
3385
3380
3375
S I I�I LOG STEP
38
—III— OFFSET BOULDER STEP •
f w _1 1 1—
TRIBUTARY CONFLUENCE WITH STINGY —
BRANCH. TIE CHANNEL TO VANE ARM.
ELV. = 3,379.3'
� 9
M
Lo
—00,
M
M
J
\ W
N
V
00
M
M
J
W
I-
V
00
M
M
J
W
9•
M
- 00
M
M
J
W
17
V
M
M
J
W
00
M
00
M
M
J
W
I-
N
00
M
M
J
W
N
M
00
M
M
J
W
N
00
M
M
J
W
10
N
00
M
M
J
W
I-
00
M
M
J
W
N
N
00
M
M
J
W
M
00
M
M
J
W
00
M
M
J
W
O
00
M
M
J
W
O O
—00 00 00
M M M M
M M M M
J J J J
W W W W
EXISTING GRADE
O
00
M
M
J
W
U
Ir
M
M
J
W
O
00
M
M
J
W
U
Ir,
M
M
J
W
U
n
M
M
J
W
00
n
M
M
J
W
U
n
M
M
J
W
�`
M
M
J
W
6.9%
�
PROPOSED BKFSTAG E
Mgt!/
O
6.8
%
PROPOSED
TW
M
N
t
Q
H
Lo
N
Qt
H
O
M
Qt
H
M
M
Qt
H
10
M
Qt
H
O
Qt
H
M
V
Q
H
N
00
V
Qt
H
V
O
Lo
t
Q
H
00
Lo
-Q
H
O�
Lo
Q
H
N
N
Qt
H
O
V
Qt
H
O
00
Qt
H
`0
O
Q+
H
M
V
I,
Q
H
M
10
n
Q
H
O�
U
n
Q
H
00
W
Q
H
00
V
00
Qt
H
'O
00
Qt
H
Qt
H
M--0?
U
Qt
H
N
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IUQ�t
H
W
ONQt
H
3370
1+20 1+25
+/o
3390
3385
3380
3375
3370
2+10-02
Al
r RCLIIVIIIVHR T
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
SCALE: 1 " = 20'
H.D.: NAD83
V.D. NAVD88
JE PIN: 2301
5.2

3415
3410
3405
3400
3395
3390
3385
3380
3375
TRIBUTARY
0
BEGIN STREAM RESTORATION
ti
)BANK
APPROXIMATE EXISTING TOP NO WORK TO OCCUR FROM RIG
Tg
T CONSTRUCTED RIFFLE l
1
o 0 0
�� aa�
SCALE: 1 " = 20'
waft /
ST
M pp''�
25 STA: 8+40.0 /
8+28.5 e
ML
OQ /
ROXIMATE APPROXIMATE BANKFULL STAGE AFTER ��j �f / f ✓\
ING LIMITS LIFTING CHANNEL AND GRADING LEFT BANK. •/fJr r l —� �\ ��
O P E AT 4:1
(
GROUND. � )
i �sT
9 a%�
,+
APPROXIMATE EXISTING TOP OF BANK
NO WORK TO OCCUR FROM RIGHT BANK
pp
ti
LOG STEP ti
OFFSET BOULDER STEPv
.rn ---- T!3 TAR--
EXISTING
TOB
STAGE
LM
TW
EXISTING GRADE
5t5U Jt/J OtUU OtLS OtSU Ot/J /tUU /+Z3 /+DU /t/J 0+uu 0+Z3
3415
3410
3405
3400
3395
3390
3385
3380
3375
PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11"x 17"
SCALE: 1 " = 20'
H.D. NAD83
V.D.: NAVD88
JE PIN: 2301
5.3

co
TRIBUTARY CONFLUENCE WITH STINGY APPROXIMATE GRADING LIMITS /
BRANCH. TIE CHANNEL TO VANE ARM. � `O
3380 \/\/ \% / ELV.=3,379.3' _ U GRADE FROM EXISTING TOE OF SLOPE AT 3:1 f 1 \\
APPROXIMATE BANKFULL STAGE AFTER -M� 3319 / \ �� o TO EXISTING GROUND. /
LIFTING CHANNEL AND GRADING LEFT BANK.
y J \
dAl
—8160
9+00
^ p0\ \
LOD / -� Oo - L O — -� ~ LOG STEP
t— CONSTRUCTED RIFFLE e �-
�\--� �—� _ APPROXIMATE EXISTING TOP OF BANK
� � —OFFSET BOULDER STEP � `
BOULDER J-HOOK VANE �- -mil �� �` NO WORK TO OCCUR FROM RIGHT BANK I \ l\
TB
END STREAM RESTORATION
WORK \AT STA 10+73 .
co
o 0 0
Flat
SCALE: 1 " = 20'
3400
3395
3390
3385
3380
3375
3370
3365
3360
EXISTING,TOB STAGE
a\E
6�.-�ommomp����CL�■����
������■�
�����I���I�������������■ice
\�r�1���CCs
3400
3395
3390
3385
3380
3375
3370
3365
3360
Al
w
J
L.L
0
z
a
z
g
Q
m
PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
SCALE: 1 " = 20'
H.D. NAD83
V.D. NAVD88
JE PIN: 2301
5.4
0tLJ 0tJU of/z) 7tUU 7tLJ 7tJU 1t/J IUtUU IUtLJ IUtJU IUt/J

TRIBUTARY CROSS-SECTION NOTES
1. CONSTRUCT TRIBUTARY CROSS-SECTION TO THE LINES,
ELEVATIONS AND GRADES SHOWN ON THE PLAN, PROFILE
AND DETAILS.
2. CUT NEW CHANNEL AND BANKFULL BENCH IN FLOODPLAIN
ADJACENT TO EXISTING INCISED CHANNEL. INSTALL RIFFLES
AND STRUCTURES ON TOP OF COMPACTED FILL TO THE
LINES, ELEVATIONS AND GRADES SHOWN ON THE PLAN,
PROFILE AND DETAILS.
3. GRADE FROM BANKFULL STAGE TO EXISTING GRADE AT 6:1
SLOPE.
4. INSTALL EROSION CONTROL MATTING ON ALL DISTURBED
STREAMBANKS.
TRIBUTARY STRUCTU RE TABLE
STA
Told E4V
BKFI:LV
FEATURE
0+00-0'
339491
3355.2'
RIFFLE
0+04.4'
3344_61
33%.4'
OFFSET BOULDER STEP
0+13.D'
3394.1'
3394.4'
LOG STEP
0+21.3'
3393_6'
3393.4'
LOG STEP
0+2&0'
3343-1
3343-4'
RIFFLE
4+29.1'
3342.4'
am Z
LOG STEP
0+37,3'
33W.4'
3392 7'
OFFSET BOULDER STEP
0+44.7'
MI-9'
3342.1'
LOG STEP
0+52_i'
3391-2'
3341.5'
LOG STEP
0+58-2'
3394_6'
339ID_9'
OFFSET 60ULDER STEP
0+65.9'
33'44.G'
334ID.3'
LOG STEP
0+74.3'
3389-4'
33B4-7'
LOG STEP
0+80.4'
0+69.1'
339&R'
339P_1:
3369_S'
OFFSET BOULDER STEP
LOF
3392'
0+%_5'
3307.6'
3.3BT.4'
OFFSET BOULDER STEP
1+02_-0'
3387-0'
33HF.3'
RIFFLE
1+05.6'
3386.9'
3387.1'
LOG STEP
1 +12.7'
338&2'
3385.5'
LOG STEP
1+19.5'
1 +23.7'
3385.6'
3385.3'
3-305.4'
3335.6'
RIFFLE
LOG STEP
1+3p_2'
3380'
33E5-U'
OFFSET 90ULDER STEP
1+36A'
3394.1'
338114'
AIFFLE
1+40-.6'
338391
3391.1'
LOG STEP
t+46.3'
3393.2'
3363_5'
LOG STEP
1+53.9'
3392_6'
3302-IT
OFFSET BOULDER STEP
1+62,2'
3392.2'
3382 5'
LOG STEP
1+66_4'
336T-9'
3382.1'
OFFSET BCULDER STEP
1+74.8'
a3BT_d'
3391.7'
LOG STEP
1+7y,'9'
330_0'
33Q'I.3'
OFFSET BOULDER STEP
1+94_9'
3380.6'
33B[].4'
LOG STEP
1+136.7'
3384.2'
3380.5'
LOG, STEP
1+V2_9'
3.374-S'
�0811'
3379.7'
OFFSET BOULDER STEP
RIFFLE
1+47_-V
3379-d'
2+01.9'
3379,1'
3374.4'
CONFLUENCE
PROPOSED 700 GRAM COIR
EROSION CONTROL MATTING
SEE DETAIL
PROPOSED GRADE
TRIBUTARY
6.
RIFFLE CROSS-SECTION
PROPOSED 700 GRAM COIR
EROSION CONTROL MATTING
SEE DETAIL
TRIBUTARY
POOL CROSS-SECTION
WIDTH VARIES PER PAN
- BKF
DMAx /
/ BKF WSE
TIE TO EXISTING ADINGDPLPER
AN
PROPOSED CENTERLINE ALIGNMENT
WIDTH VARIES PER PLAN
PROPOSED CENTER LINE ALIGNMENT
RIFFLE CROSS-SECTION SUMMARY
PARAMETER
TRIBUTARY
START STA (FT)
0 + 00
END STA (FT)
2 + 02
ABKF (FT)
1.0
WBKF (FT)
6.0
DBKF (FT)
0.3
DMAx (FT)
0.3
W/D (FT)
18
DMAx/DBKF
1.1
NOT TO SCALE
GRADING PLAN
POOL CROSS-SECTION SUMMARY
PARAMETER
TRIBUTARY
START STA (FT)
0 + 00
END STA (FT)
2 + 02
A POOL
2.4
WPOOL
5.1
DPOOL
0.5
DMPOOL
0.9
AoOL/ABKF
2.3
WPOOL/WBKF
1.1
DMPOOL/DBKF
3.5
NOT TO SCALE
PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D. NAVD88
JE PIN: 2301
6.1

STINGY BRANCH CROSS-SECTION NOTES
1. CONSTRUCT STINGY BRANCH CROSS-SECTION TO THE
LINES, ELEVATIONS AND GRADES SHOWN ON THE PLAN,
PROFILE AND DETAILS.
2. FILL INCISED CHANNEL WITH GRAVEL AND EARTH
AVAILABLE ON SITE. INSTALL RIFFLES AND STRUCTURES ON
TOP OF COMPACTED FILL TO THE LINES, ELEVATIONS AND
GRADES SHOWN ON THE PLAN, PROFILE AND DETAILS.
3. GRADE LEFT BANK AT 3:1 SLOPE TO EXISTING GRADE. ALL
STREAM RESTORATION WORK SHALL OCCUR FROM THE
LEFT BANK OF THE CHANNEL.
4. INSTALL EROSION CONTROL MATTING ON ALL DISTURBED
STREAMBANKS.
STINGY BRANCH STRUCTURE TABLE
TW STA
TW ELV
FEATURE
5+49.8'
3403.8'
RIFFLE
5+92.6'
3401.6'
LOG STEP
6+07.6'
3400.6'
RIFFLE
6+15.6'
3400.3'
LOG STEP
6+27.1'
3399.8'
LOG STEP
6+38.6'
3398.7'
OFFSET BOULDER STEP
6+50.1'
3397.5'
LOG STEP
6+59.6'
3396.4'
RIFFLE
6+71.6'
3395.1'
OFFSET BOULDER STEP
6+83.1'
3394.3'
LOFSTEP
6+92.6'
3393.2'
RIFFLE
7+00.6'
3392.5'
LOG STEP
7+11.5'
3391.6'
RIFFLE
7+23.5'
3390.6'
LOG STEP
7+40.5'
3389.7'
OFFSET BOULDER STEP
7+52.0'
3388.9'
OFFSET BOULDER STEP
7+63.7'
3388.2'
RIFFLE
7+73.5'
3387.7'
LOG STEP
7+85.1'
3387.0'
LOG STEP
8+04.1'
3385.8'
RIFFLE
8+17.2'
3385.2'
OFFSET BOULDER STEP
8+28.6'
3384.2'
LOFSTEP
8+40.1'
3383.1'
OFFSET BOULDER STEP
8+49.6'
3382.0'
RIFFLE
8+61.6'
3381.3'
LOG STEP
8+75.5'
3381.0'
BOULDER J-HOOK
8+85.1'
3380.6'
RIFFLE
9+00.1'
3379.9'
BOULDER J-HOOK
9+15.1'
3379.5'
RIFFLE
9+25.1'
3379.1'
BOULDER J-HOOK
9+45.1'
3378.6'
RIFFLE
9+60.1'
3377.4'
LOG STEP
9+77.0'
3376.7'
OFFSET BOULDER STEP
9+92.1'
3375.9'
RIFFLE
10+07.0'
3374.7'
LOG STEP
10+20.0'
3373.7'
OFFSET BOULDER STEP
10+33.0'
3372.7'
OFFSET BOULDER STEP
10+46.0'
3371.7'
LOG STEP
10+57.0'
3370.7'
BOULDERJ-HOOK
PROPOSED 700 GRAM COIR
EROSION CONTROL MATTING
ON GRADED BANKS. SEE DET-
GRADE LEFT BAD
TO EXISTING
CONSTRUCTED RIF
TO PROPOS
FILL INC
A
EXIST
STINGY BRANCH
RIFFLE CROSS-SECTION
NO GRADING OR WORK
ON RIGHT BANK
T /
RIFFLE CROSS-SECTION SUMMARY
PARAMETER
STINGY BR.
START STA (FT)
5 + 50
ENDSTA (FT)
10+74
ABKF (FT)
6.0
WBKF (FT)
10.4
DBKF (FT)
0.6
DMAX (FT)
0.8
W/D (FT)
18
DMAX/DBKF
1.3
NOT TO SCALE
PROPOSED 700 GRAM COIR
EROSION CONTROL MATTING
ON GRADED BANKS. SEE DETAIL.
7/�
BKF WSE
GRADE LEFT BANK AT 3:1
TO EXISTING GRADE
PROPOSED GRADE
RIFFLE CROSS-SECTION
EXISTING GRADE
EXISTING CENTERLINE ALIGNMENT ///777
STINGY BRANCH
POOL CROSS-SECTION
NOT TO SCALE
J
Q
W
0
z
O
U
Lu
N
cn
cn
O
U
U
Z
Q
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C7
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I-
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PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D. NAVD88
JE PIN: 2301
6.2

CONSTRUCTED RIFFLE
CONSTRUCTED RIFFLE
DETAILED PLAN
P.T. ELEVATION
PER PROFILE
GLIDE
w
BANKFULL WSE
BASEFLOW WSE RIFFLE SLOPE VARIES PER PROFILE
NATIVE RIFFLE SUBSTRATE
NOT TO SCALE
P.C. ELEVATION
PER PROFILE
RUN
NOTES
1. RIFFLES SHALL BE CONSTRUCTED OF NATIVE GRAVEL AND COBBLE MATERIAL AVAILABLE ONSITE. THE
ENGINEER MUST APPROVE THE USE OF ALL ONSITE NATIVE MATERIAL. WHEN NATIVE SUBSTRATE IS NOT
SUFFICIENT FOR COMPLETION OF THE STRUCTURE, QUARRIED STONE SHALL BE USED TO SUPPLEMENT THE
RIFFLE MATERIAL.
2. FOR INSTALLATION, THE CONTRACTOR SHALL OVER EXCAVATE THE LENGTH OF THE RIFFLE BACKFILL WITH
NATIVE GRAVEL AND COBBLE MATERIAL TO THE ELEVATIONS SHOWN ON THE PROPOSED PROFILE
3. CONSTRUCTED RIFFLE MATERIAL SHALL EXTEND A MINIMUM OF 4.0' U/S OF THE P.T. INTO THE GLIDE AND A
MINIMUM OF 4.0' D/S OF THE P.C. INTO THE RUN.
4. THE RIFFLE MATERIAL SHALL BE PLACED AT A UNIFORM THICKNESS SUCH THAT, IN CROSS-SECTION, ITS
LOWEST ELEVATION OCCURS IN THE CENTER OF THE CHANNEL.
5. FINE WOODY MATERIAL MAY BE INTEGRATED INTO THE RIFFLE MATERIAL TO ENHANCE FLOW DIVERSITY AND
HYPORHEIC EXCHANGE.
b. RIFFLE MATERIAL SHALL BE COMPACTED USING AN EXCAVATOR BUCKET SUCH THAT FUTURE SETTLEMENT OF
THE MATERIAL IS KEPT TO A MINIMUM.
7. THE SURFACE OF THIS STRUCTURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN
ACCORDANCE WITH THE LINES, GRADES, AND CROSS -SECTIONS OR ELEVATIONS SHOWN ON THE DRAWINGS.
THE DEGREE OF FINISH FOR INVERT ELEVATIONS SHALL BE WITHIN 0.1 FT OF THE GRADES AND ELEVATIONS
INDICATED.
8. RE -DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING
INSTALLATION OF IN -STREAM STRUCTURES AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
9. SEE TYPICAL RIFFLE CROSS SECTION FOR DIMENSIONS.
10. SEE QUARRIED RIFFLE SUBSTRATE SPECIFICATIONS TABLE BELOW.
BANKFULL
EROSION CONTROL MATTING
COIR 700 GRAM
BANKFULL WSE
BASEFLOW WSE
KEY MATTING INTO RIFFLE TRENCH
RIFFLE SUBSTRATE
NATIVE RIFFLE SUBSTRATE DEPTH = 1.0'
CONSTRUCTED RIFFLE NOT TO SCALE CONSTRUCTED RIFFLE
NOT TO SCALE
o0� z
=u z
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JJa�
Iwo
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LL
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U
D
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O
PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D.: NAVD88
JE PIN: 2301
DETAILED CROSS-SECTION A - A'
DETAILED CROSS-SECTION B - B'
6.3

LOG STEP
NOTES
SELECT BACKFILL MATERIAL
1. ALL LOGS SHALL BE RELATIVELY STRAIGHT AND LIMBS AND BRANCHES SHALL BE TRIMMED FLUSH. LOGS SHALL
TOE OF SLOPE
BEHIND STRUCTURE
HAVE MINIMUM DIAMETER OF 1.0'. LOGS SHALL HAVE A MINIMUM LENGTH OF 10.0' FOR THE TRIBUTARY AND
16.0' FOR STINGY BRANCH.
O
NON -WOVEN
O P.C. STATION
GEOTEXTILE
2. HEADER LOGS SHALL BE UNDERLAIN BY FOOTER LOGS TO PROVIDE A SILL UNLESS OTHERWISE DIRECTED BY
O PER PLAN D
THE ENGINEER. HEADER LOGS SHALL BE OFFSET SLIGHTLY DOWNSTREAM OF THE FOOTER LOG.
p
O
O
O p
DEPARTURE ANGLE VARIES PER PLAN OR
3. SET SILL INVERTS AT ELEVATION SHOWN ON THE PLAN AND PROFILE SHEETS. NO ELEVATIONS OF THE LOG
— _
—
AS DIRECTED BY ENGINEER ONSITE
SILL MAY VARY FROM THE PLAN SHEETS WITHOUT DIRECTION FROM THE ENGINEER.
—
g
_ O
O
T — — —
— — —
4. THE VERTICAL SLOPE OF EACH LOG SHALL NOT EXCEED 1% UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
O O
p O O
_
— B O
5. ALL GAPS/VOIDS LARGER THAN 1 INCHES BETWEEN THE HEADER AND FOOTER LOGS SHALL BE CHINKED WITH
O
LIMBS AND/OR BRUSH ON THE UPSTREAM SIDE PRIOR TO PLACEMENT OF THE GEOTEXTILE.
O
O O
O
O O
6. ON THE UPSTREAM SIDE OF THE LOGS A LAYER OF NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED AS
SHOWN IN THE DETAIL THE ENTIRE LENGTH OF THE LOG. SECURE ALL GEOTEXTILE FABRIC ON TOP OF
HIGH DENSITY
FOOTER LOG USING 3 INCH 10D GALVANIZED COMMON NAIL ON 12 IN SPACING ALONG LOG. NAIL
LIVE STAKING
EXTEND LOGS INTO
NON -WOVEN GEOTEXTILE TO EDGE OF HEADER LOG AND BACKFILL.
STREAMBANK MIN. 6.0'.
SCOUR
PLACE SMALL BOULDERS
7. SELECT BACKFILL MATERIAL SHALL BE FILL MATERIAL GENERATED ON -SITE WITH A MINIMUM D50 OF 60 MM OR
BANKFULL POOL
AND LARGE COBBLE ALONG
A GRADATION SUBMITTED IN WRITING AND APPROVED BY THE ENGINEER. A WELL -GRADED BLEND OF
NCDOT CLASS A RIP -RAP AND ASTM #57 ROCK MIXED WITH EARTH WILL BE AN ACCEPTABLE SUBSTITUTE.
CHANNEL TOE
SELECT BACKFILL AND SOIL BACKFILL MATERIAL SHALL BE COMPACTED SUCH THAT FUTURE SETTLEMENT OF
THE MATERIAL IS KEPT TO A MINIMUM.
LOG STEP
DETAILED PLAN
PROPOSED BAN KFULLWSE
STREAMBED P.C. ELEVATION
PER PROFILE
SELECT
BACKFILL MATERIAL BASEFLOW WSE
7171
NON -WOVEN
GEOTEXTILE
SCOUR POOL
BELOW STRUCTURE
LOG STEP
NOT TO SCALE
8. SMALL BOULDERS AND LARGE COBBLE SHALL BE PLACED IMMEDIATELY DOWNSTREAM OF THE LOG STEP
ALONG THE CHANNEL TOE OF SLOPE AS SHOWN IN THE DETAIL.
9. THE SURFACE OF THIS STRUCTURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN
ACCORDANCE WITH THE LINES, GRADES, AND CROSS -SECTIONS OR ELEVATIONS SHOWN ON THE DRAWINGS.
THE DEGREE OF FINISH FOR INVERT ELEVATIONS SHALL BE WITHIN 0.1 FT OF THE GRADES AND ELEVATIONS
INDICATED.
10. RE -DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING
INSTALLATION OF IN -STREAM STRUCTURES AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
BANKFULL
EROSION CONTROL MATTING
COIR 700 GRAM
P.C. ELEVATION
PER PROFILE
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HEADER / // /// BASEFLoPRELIMINARY
LOG / wwsE /j//////
LOG SLOPE o- i j j DESIGN
REVISIONS
EXTEND LOGS BEYOND
BANKFULL STAGE MIN. 4.0 FT
FIT LOGS TIGHTLY TOGETHER DATE: 10/31/2019
PLOT SIZE: 11" x 17"
FOOTER LOG
NTS
H.D. NAD83
V.D. NAVD88
NOT TO SCALE LOG STEP NOT TO SCALE JE PIN: 2301
DETAILED SECTION A - A'
DETAILED CROSS-SECTION B - B'
6.4

NON -WOVEN
FABRICFILTER SELECT BACKFILL
5e_.' 0 SILL BOULDERS
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O O O SCOUR O O O
p O POOL
SILL BOULDERS O O HIGH DENSITY
INTO STREAMBANK O LIVE STAKING
OFFSET BOULDER STEP
DETAILED PLAN
A __--BANKFULL
PROPOSED BANKFULL WSE
HEADER FLOW
BOULDER
SCOUR POOL
1 FT OFFSET
COARSE BACKFILL
MATERIAL
FOOTER
BOULDER
OFFSET BOULDER STEP
SECTION A - A'
NOT TO SCALE
OFFSET BOULDER STEP
NOTES
1. ALL BOULDERS USED FOR THE PROPOSED STRUCTURE SHALL BE STRUCTURAL STONE, CUBICAL OR
RECTANGULAR IN SHAPE. THE ENGINEER MUST APPROVE THE USE OF BOULDERS THAT MAY BE AVAILABLE
ONSITE. BOULDERS DIMENSIONS SHALL BE 2.0' X 4.0' X 1.5' +/- 0.5'.
2. DIMENSIONS AND SLOPES OF STRUCTURES DESCRIBED IN THE DETAIL MAY BE ADJUSTED BY DESIGN
ENGINEER TO FIT CONDITIONS ONSITE.
3. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TOGETHER TIGHTLY.
4. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS TOGETHER AND PLUGGING WITH NC
DOT CLASS A ROCK OR CHINKING STONE APPROVED BY ENGINEER.
2. HEADER BOULDERS SHALL BE UNDERLAIN BY FOOTER BOULDERS TO PROVIDE A FOUNDATION UNLESS
OTHERWISE DIRECTED BY THE ENGINEER. HEADER BOULDERS SHALL BE OFFSET 1.0 FT UPSTREAM OF THE
FOOTER.
3. SET BOULDER INVERTS AT ELEVATION SHOWN ON THE PLAN AND PROFILE SHEETS. NO ELEVATIONS OF THE
BOULDERS MAY VARY FROM THE PLAN SHEETS WITHOUT DIRECTION FROM THE ENGINEER.
4. NON -WOVEN GEOTEXTILE 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. SELECT BACK FILL MATERIAL SHALL BE PLACED UPSTREAM OF THE GEOTEXTILE MATERIAL.
5. SELECT BACKFILL MATERIAL SHALL BE FILL MATERIAL GENERATED ON -SITE WITH A MINIMUM D50 OF 60 MM OR
A GRADATION SUBMITTED IN WRITING AND APPROVED BY THE ENGINEER. A WELL -GRADED BLEND OF
NCDOT CLASS A RIP -RAP AND ASTM #57 ROCK MIXED WITH EARTH WILL BE AN ACCEPTABLE SUBSTITUTE.
SELECT BACKFILL AND SOIL BACKFILL MATERIAL SHALL BE COMPACTED SUCH THAT FUTURE SETTLEMENT OF
THE MATERIAL IS KEPT TO A MINIMUM.
6. THE SURFACE OF THIS STRUCTURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN
ACCORDANCE WITH THE LINES, GRADES, AND CROSS -SECTIONS OR ELEVATIONS SHOWN ON THE DRAWINGS.
THE DEGREE OF FINISH FOR INVERT ELEVATIONS SHALL BE WITHIN 0.1 FT OF THE GRADES AND ELEVATIONS
INDICATED.
7. RE -DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING
INSTALLATION OF IN -STREAM STRUCTURES AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
KEY BOULDERS INTO
STREAMBANK @ 1 TO 3 BKF STAGE
P.C. ELEVATION
PER PROFILE
BAN KFULL WSE
BASEFLOW WSE SLOPE 0.5 1.5%
SILL BOULDERS FIT BOULDERS TIGHTLY TOGETHER
INTO STREAMBANK
PLACE BOULDERS INTO STREAMBED A
MINIMUM OF THE BOULDER DIAMETER
NOT TO SCALE OFFSET BOULDER STEP
CROSS-SECTION
NOT TO SCALE
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PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D.: NAVD88
JE PIN: 2301
6.5

A
NON -WOVEN
FILTER FABRIC
SELECT BACKFILL MATERIAL
BEHIND STRUCTURE
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HEADER FLOW
BOULDER
SCOURPOOL
1 FT OFFSET
COARSE BACKFILL
MATERIAL
FOOTER
BOULDER
BOULDER J-HOOK VANE NOT TO SCALE
SECTION A - A'
BOULDER J-HOOK VANE
NOTES
1. ALL BOULDERS USED FOR THE PROPOSED STRUCTURE SHALL BE STRUCTURAL STONE, CUBICAL OR
RECTANGULAR IN SHAPE. THE ENGINEER MUST APPROVE THE USE OF BOULDERS THAT MAY BE AVAILABLE
ONSITE. BOULDERS DIMENSIONS SHALL BE 2.0' X 4.0' X 1.5' +/- 0.5'.
2. DIMENSIONS AND SLOPES OF STRUCTURES DESCRIBED IN THE DETAIL MAY BE ADJUSTED BY DESIGN
ENGINEER TO FIT CONDITIONS ONSITE.
3. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TOGETHER TIGHTLY.
4. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS TOGETHER AND PLUGGING WITH NC
DOT CLASS A ROCK OR CHINKING STONE APPROVED BY ENGINEER.
2. HEADER BOULDERS SHALL BE UNDERLAIN BY FOOTER BOULDERS TO PROVIDE A FOUNDATION UNLESS
OTHERWISE DIRECTED BY THE ENGINEER. HEADER BOULDERS SHALL BE OFFSET 1.0 FT UPSTREAM OF THE
FOOTER.
3. SET BOULDER INVERTS AT ELEVATION SHOWN ON THE PLAN AND PROFILE SHEETS. NO ELEVATIONS OF THE
BOULDERS MAY VARY FROM THE PLAN SHEETS WITHOUT DIRECTION FROM THE ENGINEER.
4. NON -WOVEN GEOTEXTILE 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. SELECT BACK FILL MATERIAL SHALL BE PLACED UPSTREAM OF THE GEOTEXTILE MATERIAL.
5. SELECT BACKFILL MATERIAL SHALL BE FILL MATERIAL GENERATED ON -SITE WITH A MINIMUM D50 OF 60 MM OR
A GRADATION SUBMITTED IN WRITING AND APPROVED BY THE ENGINEER. A WELL -GRADED BLEND OF
NCDOT CLASS A RIP -RAP AND ASTM #57 ROCK MIXED WITH EARTH WILL BE AN ACCEPTABLE SUBSTITUTE.
SELECT BACKFILL AND SOIL BACKFILL MATERIAL SHALL BE COMPACTED SUCH THAT FUTURE SETTLEMENT OF
THE MATERIAL IS KEPT TO A MINIMUM.
6. THE SURFACE OF THIS STRUCTURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN
ACCORDANCE WITH THE LINES, GRADES, AND CROSS -SECTIONS OR ELEVATIONS SHOWN ON THE DRAWINGS.
THE DEGREE OF FINISH FOR INVERT ELEVATIONS SHALL BE WITHIN 0.1 FT OF THE GRADES AND ELEVATIONS
INDICATED.
7. RE -DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING
INSTALLATION OF IN -STREAM STRUCTURES AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
KEY BOULDERS INTO
STREAMBANK @ z TO 3 BKF STAGE
P.C. ELEVATION
PER PROFILE
BANKFULL WSE
BASEFLOW WSE SLOPE
/
SILL BOULDERS FIT BOULDERS TIGHTLY TOGETHER
INTO STREAMBANK
BOULDER J-HOOK VANE
CROSS-SECTION
PLACE BOULDERS INTO STREAMBED A
MINIMUM OF THE BOULDER DIAMETER
NOT TO SCALE
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PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D. NAVD88
JE PIN: 2301
6.6

EROSION CONTROL MATTING
DETAILED PLAN
6" MIN. HORIZONTAL -
OVERLAP
6" MIN. HORIZONTAL
OVERLAP
6" MIN. VERTICAL
OVERLAP
2'
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2.5' (TYP)
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EROSION CONTROL MATTING
EROSION CONTROL MATTING
NOTES
Q' 1. EROSION CONTROL MATTING IS USED TO PROTECT RECENTLY CONSTRUCTED STREAMBANKS FROM
EROSION. THE MATTING WILL REMAIN INTACT WHILE THE BANK AND RIPARIAN VEGETATION
MATURES, PROVIDING CRITICAL BANK PROTECTION.
2. BEFORE INSTALLING COIR FIBER MATTING, RAKE SOIL LEVEL, ADD TEMPORARY AND PERMANENT
SEED, FERTILIZER, LIME AND MULCH.
3. 700 GRAM COIR FIBER EROSION CONTROL MATTING SHALL BE PLACED ALONG THE LENGTH OF THE
NEW CHANNEL FROM THE TOE OF SLOPE OUT TO A MINIMUM OF 4.0' BEYOND THE BANKFULL
ELEVATION.
4. SECURE COIR MATTING IN PLACE BY STAKING AND OVERLAPPING AT THE SEEMS WITH A
SHINGLE -TYPE METHOD SUCH THAT THE OVERLAPPING PIECE IS IN THE SAME DIRECTION AND AS
THE STREAM FLOW. ADDITIONAL STAKING SHALL BE APPLIED BY THE CONTRACTOR AT NO
ADDITIONAL COST IF THE MATTING SEPARATES FROM THE SOIL MORE THAN ONE INCH UNDER A
REASONABLE PULL.
NOT TO SCALE
SUPPLEMENT WOODEN STAKES
WITH 12" ECO-STAKES
'--700 GRAM COIR FIBER MATTING
�2' LONG 2" x 2" WOOD STAKES
w/ 3" GALVANIZED ROOFING NAIL
AT THE TOP TO SECURE MATTING
700 GRAM COIR
MATTING
3'
V V V V V J I Y \ L S
w/ 3" GALVANIZED ROOFING NAIL
AT THE TOP TO SECURE MATTING
NOT TO SCALE EROSION CONTROL MATTING
NOT TO SCALE
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PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
NTS
H.D. NAD83
V.D. NAVD88
JE PIN: 2301
DETAILED STAKING PLAN
DETAILED CROSS-SECTION A - A'
6.7

,
STINGY BRANCH STA 10+57 TO 12+67
ESTABLISH 50' RIPARIAN BUFFER
INVASIVE SPECIES CONTROL, VEGETATION
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0 0
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ESTABLISH 50' RIPARIAN BUFFER. 000000000000000 �" �► .♦
INVASIVE SPECIES CONTROL, VEGETATION �- °o°o°o°o°o°o°o°o°o° i �" ♦
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STINGY BRANCH STA 5+50 TO 8+25
ESTABLISH 50' RIPARIAN BUFFER
RIGHT BANK: INVASIVE SPECIES CONTROL, 1 s
VEGETATION ENHANCEMENT AND PLANTING.
LEFT BANK: RE -VEGETATION
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ESTABLISH 50' RIPARIAN BUFFER ►"
RE -VEGETATION
GENERAL RE -VEGETATION PLAN NOTES 8.
1. SOIL PREPARATION ELEMENTS, TEMPORARY AND PERMANENT SEED AND GROUND
COVER SHALL BE SPREAD OVER ALL AREAS WITHIN THE LOD THAT ARE DISTURBED
DURING CONSTRUCTION. 9.
2. LIVE STAKES, BARE ROOT STOCK AND CONTAINERIZED PLANTS SHALL BE LOCATED
WHERE SHOWN ON PLAN.
3. ADJUSTMENTS TO THE VEGETATION PLAN SHALL BE MADE ONLY IF APPROVED BY THE
TOWN OR ENGINEER.
TEMPORARY SEEDING AND MULCHING
4. ALL SEED AND SEED VARIETIES MUST BE OF FROM STATE AND FEDERALLY LISTED
NOXIOUS WEED SEED.
5. ALL DISTURBED AREAS WILL BE SEEDED WITH TEMPORARY SEED AND MULCHED WITH
WHEAT STRAW. SEEDING WILL BE PERFORMED USING A BROADCAST SPREADER.
OTHER METHODS MAY BE USED BUT MUST BE APPROVED BY ENGINEER IN ADVANCE
OF INSTALLATION.
6. MAINTENANCE OF SEEDED AREAS SHALL CONSIST OF WATERING, WEED AND PEST
CONTROL, FERTILIZATION, EROSION REPAIR, RESEEDING, AND INCIDENTAL
OPERATIONS AS NECESSARY TO ESTABLISH A HEALTHY, VIGOROUS, WEED FREE AND
DISEASE FEE UNIFORM STAND OF GRASS. ALL AREAS WHICH FAIL TO SHOW A
UNIFORM STAND OF GRASS FOR ANY REASON SHALL BE TREATED REPEATEDLY UNTIL
A UNIFORM STAND OF AT LEAST 90% COVERAGE IS ATTAINED WITH NO BARE AREA
GREATER THAN FIVE SQUARE FEET.
PERMANENT SEEDING
7. PERMANENT SEEDING SHALL OCCUR IN CONJUNCTION WITH TEMPORARY SEEDING
WHERE APPLICABLE. IDEALLY, PERMANENT SEEDING SHALL OCCUR DURING THE
PLANTING SEASON FOR EACH SEED TYPE. AREAS FERTILIZED FOR TEMPORARY
SEEDING SHALL BE SUFFICIENTLY FERTILIZED FOR PERMANENT SEEDING; ADDITIONAL
FERTILIZER IS NOT REQUIRED FOR PERMANENT SEEDING.
k"
ALL SEED AND SEED VARIETIES MUST BE OF FROM STATE AND FEDERALLY LISTED
NOXIOUS WEED SEED. IN ADDITION, NONE OF THE FOLLOWING SEED WILL OCCUR IN
THE MIX.
THE CONTRACTOR SHALL LOOSEN THE SUB -GRADE TO A MINIMUM DEPTH OF
4-INCHES AND GRADE TO A SMOOTH, EVEN SURFACE WITH A LOOSE, UNIFORMLY
FINE TEXTURE. THE AREAS TO BE SEEDED ARE THEN TO BE ROLLED AND RAKED TO
REMOVE RIDGES AND FILL DEPRESSIONS TO MEET FINISH GRADES. THE CONTRACTOR
IS TO LIMIT SUB GRADE AND FINISH GRADE PREPARATION TO AREAS THAT WILL BE
PLANTED IMMEDIATELY. PREPARED AREAS ARE TO BE RESTORED IF ERODED OR
OTHERWISE DISTURBED AFTER FINE GRADING AND BEFORE PLANTING.
SEED SHALL BE SOWN WITH A SPREADER OR A SEEDING MACHINE. SEED IS NOT TO BE
BROADCAST OR DROPPED WHEN WIND VELOCITY EXCEEDS 5 MPH. SEED SHALL BE
EVENLY DISTRIBUTED BY SOWING IN TWO DIRECTIONS AT RIGHT ANGLES TO EACH
OTHER. WET SEED OR SEED THAT IS MOLDY OR OTHERWISE DAMAGED IN TRANSIT OR
STORAGE IS NOT TO BE USED. AFTER BEGIN SOWN, THE SEED SHALL BE RAKED INTO
THE TOP 1/9 INCH OF THE TOPSOIL, LIGHTLY ROLLED, AND WATERED WITH FINE
SPRAY. SEEDED AREAS ON STREAM BANKS SHALL BE PROTECTED WITH COIR FIBER
MATTING.
BARE ROOTS
11. ALLOW BARE ROOTS TO SOAK IN WATER AN HOUR OR TWO BEFORE PLANTING. DO
NOT SOAK THE ROOTS FOR MORE THAN 24 HOURS.
12. DIG A PLANTING PIT THAT IS THREE (3) TIMES WIDER THAN THE TREE'S CURRENT ROOT
SYSTEM. SPREAD OUT ROOTS TO ENCOURAGE OUTWARD GROWTH.
13. KEEP THE TREE VERTICAL IN THE PLANTING PIT (PERPENDICULAR TO THE GROUND) SO
THAT IT GROWS STRAIGHT.
14. REFILL THE PIT WITH NATIVE SOIL (WHAT WAS REMOVED AT DIGGING TIME), AND ANY
OTHER SOIL AMENDMENTS.
15. GENTLY TAMP OUT ANY AIR POCKETS FROM THE SOIL ONCE THE PLANTING HOLE IS
FILLED.
LIVE STAKES
16. LIVE STAKES MUST BE DORMANT WHEN CUT. KEEP LIVE STAKES MOIST UNTIL
PLANTING. THE STAKE SHOULD BE PREPARED WITH THE BUDS POINTED UP, AND THE
BOTTOM SHOULD BE CUT AT AN ANGLE FOR EASY INSERTION INTO THE GROUND.
17. LIVE STAKES SHOULD BE PLACED WITH 3 TO 3 OF THE LENGTH OF THE STAKE BELOW
GROUND AND ANGLED DOWNSTREAM. ENSURE THE BASE OF THE LIVE STAKE WILL
REACH THE WATER TABLE.
18. AN IRON BAR CAN BE USED TO MAKE A PILOT HOLE TO PREVENT BARK FROM BEING
DAMAGED DURING INSTALLATION.
19. INSERT LIVE STAKES POINTED END FIRST INTO THE STREAMBANK.
INVASIVE SPECIES CONTROL
Z
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PRELIMINARY
DESIGN
REVISIONS
DATE: 10/31/2019
PLOT SIZE: 11" x 17"
SCALE: 1 " = 20'
H.D. NAD83
V.D.: NAVD88
JE PIN: 2301
7.1

RE -VEGETATION - 0.61 AC
INVASIVE SPECIES CONTROL AND VEGETATION ENHANCEMENT - 2.4 AC
'
TEMPORARY SEEDING SCHEDULE AND RATES
LIVE STAKES AND BARE ROOTS - 10' O.C.
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PRELIMINARY
DESIGN
REVISIONS
PLOT SIZE: 11" x 17"
SCALE: 1 " = 20'
H.D. NAD83
V.D. NAVD88
JE PIN: 2301
7.2
DATE TYPE APPLICATIO
N RATE
RYE GRAIN 120
GROUND AGRICULTURAL LIMESTON 2,000
Carpinus caroliniana IRON WOOD 200
10-10-10 FERTILIZER 750
STRAW MULCH 4,000
GERMAN MILLET 50
GROUND AGRICULTURAL LIMESTON 2,000
1,000
-
10-10-10 FERTILIZER 750
STRAW MULCH 4,000
RYE GRAIN 120
GROUND AGRICULTURAL LIMESTON 2,000
AUG 15 -DEC 30
10-10-10 FERTILIZER 750
STRAW MULCH 4,000
O
PERMANENT SEEDING SCHEDULE AND RATES - 30 LBS PER ACRE
SPECIES COMMON NAME PERCENT
w
,4grostisperennans AUTUMN BENTGRASS 15 z
Andropogongerardii BIG BLUESTEM 10
Coreopsis/aneeolata LANCELEAF COREOPSIS 10
Vz
Elymus virginieus VI RG IN IA WILDRYE 20
Juncus effusus SOFT RUSH 5
Panicum virgatum SWITCHGRASS 15
w
Rud6eckia hirta BLACKEYED SUSAN 10
Schizachyriumscoparium LITTLE BLUESTEM 5
z
Sorghastrumnutans INDIAN GRASS 5
Tripsacum dactyloides EASTERN GAMAGRASS 5
100
LIVE STAKES AND BARE ROOTS - 4' O.C.
SPECIES COMMON NAME QUANTITY
Cornusamomum SILKY DOGWOOD 400
Salix sericea SILKY WILLOW 400
,4/nusserrulata TAG ALDER 200
Betula nigra RIVER BIRCH 200
Carpinus caroliniana IRON WOOD 200
Populus deltoides EASTERN COTTON WOOD 200
Lindera henzoin SPICE BUSH 200
DATE: 10/31/2019
Cephalanthus occidentialis BUTTON BUSH 200
2,000
SPECIES COMMON NAME QUANTITY
Nyssa sylvatica SYCAMORE 100
Betula nigra RIVER BIRCH 100
JA N 1 -MAY 1
Populus deltoides EASTERN COTTON WOOD 200
Hamamelis virginiana WITCH -HAZEL 200
Physocaroys opulifolius NINEBARK 200
MAY 1 AUG 15
LIVE STAKES AND BARE ROOTS - 10' O.C.
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PRELIMINARY
DESIGN
REVISIONS
PLOT SIZE: 11" x 17"
SCALE: 1 " = 20'
H.D. NAD83
V.D. NAVD88
JE PIN: 2301
7.2
DATE TYPE APPLICATIO
N RATE
RYE GRAIN 120
GROUND AGRICULTURAL LIMESTON 2,000
Carpinus caroliniana IRON WOOD 200
10-10-10 FERTILIZER 750
STRAW MULCH 4,000
GERMAN MILLET 50
GROUND AGRICULTURAL LIMESTON 2,000
1,000
-
10-10-10 FERTILIZER 750
STRAW MULCH 4,000
RYE GRAIN 120
GROUND AGRICULTURAL LIMESTON 2,000
AUG 15 -DEC 30
10-10-10 FERTILIZER 750
STRAW MULCH 4,000
O
PERMANENT SEEDING SCHEDULE AND RATES - 30 LBS PER ACRE
SPECIES COMMON NAME PERCENT
w
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Andropogongerardii BIG BLUESTEM 10
Coreopsis/aneeolata LANCELEAF COREOPSIS 10
Vz
Elymus virginieus VI RG IN IA WILDRYE 20
Juncus effusus SOFT RUSH 5
Panicum virgatum SWITCHGRASS 15
w
Rud6eckia hirta BLACKEYED SUSAN 10
Schizachyriumscoparium LITTLE BLUESTEM 5
z
Sorghastrumnutans INDIAN GRASS 5
Tripsacum dactyloides EASTERN GAMAGRASS 5
100
LIVE STAKES AND BARE ROOTS - 4' O.C.
SPECIES COMMON NAME QUANTITY
Cornusamomum SILKY DOGWOOD 400
Salix sericea SILKY WILLOW 400
,4/nusserrulata TAG ALDER 200
Betula nigra RIVER BIRCH 200
Carpinus caroliniana IRON WOOD 200
Populus deltoides EASTERN COTTON WOOD 200
Lindera henzoin SPICE BUSH 200
DATE: 10/31/2019
Cephalanthus occidentialis BUTTON BUSH 200
2,000
SPECIES COMMON NAME QUANTITY
Nyssa sylvatica SYCAMORE 100
Betula nigra RIVER BIRCH 100
JA N 1 -MAY 1
Populus deltoides EASTERN COTTON WOOD 200
Hamamelis virginiana WITCH -HAZEL 200
Physocaroys opulifolius NINEBARK 200
MAY 1 AUG 15