20201448 Ver 1_ePCN Application_20201116

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned * Version#*
20201448 1
Is a payment required for this project?*
r No payment required
What amout is owed?*
r Fee received
r $240.00
r Fee needed - send electronic notification
IT $570.00
Reviewing Office *
Winston-Salem Regional Office - (336) 776-
Select Project Reviewer*
9800
Sue Homevmod:eads\slhomewood
Information for Initial Review
1a. Name of project:
Kappa Mill (Mitchell River) Stream Restoration
1a. Who is the Primary Contact?*
Charles Anderson
1b. Primary Contact Email:*
1c. Primary Contact Phone:*
[e-mail]
[phone]
Date Submitted
11/16/2020
Nearest Body of Water
Mitchell River
Basin
Yadkin -Pee Dee
Water Classification
C; Tr; ORW
Site Coordinates
Latitude: Longitude:
36.397495-80.840970
Pre -Filing Meeting Information
ID#
Pre -fling Meeting or Request Date*
10112/2020
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form_Kapps Mill.pdf
A. Processing Information
Version
50.62KB
U
County (or Counties) where the project is located:

Surry
Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
P Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 27 - Restoration
NWP Numbers (for multiple NWPS):
Ild. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
Ile. Is this notification solelyfor the record because written approval is not required?
For the record onlyfor DWR 401 Certification:
For the record onlyfor Corps Permit:
r 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
1e. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Aldridge, Amy O (PIN 4957-00-51-1273)
2b. Deed book and page no.:
01693/0847
2c. Responsible party:
r Yes r No
r Yes r No
2d.Address

Street Address
River Rd.
Address tine 2
City
Dobson
Postal / Zip Code
27017
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Lashmit, Jerry Spencer (PIN 4956-00-78-2975)
2b. Deed book and page no.:
01128/0688
2c. Responsible party
2d.Address
Street Address
Devotion Rd.
Address tine 2
City
Dobson
Postal / Zip Code
27017
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
.............................
2a. Name(s) on recorded deed:
Mason, Thomas H and Mary C (PIN 4956-00-89-5398)
2b. Deed book and page no.:
01308/0183
2c. Responsible party
2d.Address
Street Address
357 Millstone Trail
Address Line 2
City
Dobson
Postal / Zip (ode
27017
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Norman, James Early and Joan Brandl (PIN 4956-00-78-5523)
2b. Deed book and page no.:
00649/0625
2c. Responsible party
2d.Address
Street Address
155 River Rd.
Address tine 2
city
Dobson
Postal / Zip Code
27017
State / Province / Region
NC
Country
United States
2f. Fax Number:
State / Province / Region
NC
Country
United States
2f. Fax Number:
State / Province / Region
NC
Country
United States
2f. Fax Number:
State / Province / Region
NC
Country
United States

2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
2a. Name(s) on recorded deed:
Olinger, Nancy (PIN 4957-00-81-1942)
2b. Deed book and page no.:
01693/0844
2c. Responsible party
2d.Address
Street Address
1999 Judsville School Rd.
Address tine 2
City
Dobson
Postal / Zip Cate
27017
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Resource Institute
3b. Business Name:
3c.Address
Street Address
2631 Reynolda Rd.
Address Line 2
City
Winston-Salem
Postal / Zip Code
27106
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Jake Byers
4b. Business Name:
Ecosystem Planning and Restoration
4c.Address
Street Address
9 Old Weaver Farm Rd.
Address tine 2
CKY
Weaverville
Postal / Zip Code
28787
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
2f. Fax Number:
State / Province / Region
NC
Country
United States
2f. Fax Number:
State / Province / tfgion
NC
Country
United States
3e. Fax Number:
State / Province / legion
NC
Country
United States
4e. Fax Number:

Landowner Authorization Form_Mason.pdf
304.63KB
Landowner Authorization Form _Olinger.pdf
221.9KB
Landowner Authorization Form_Aldridge.pdf
400.47KB
Landowner Authorization Form_Lashmit.pdf
538.65KB
Landowner Authorization Form_Norman.pdf
532.66KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Dobson, NC
F_
2. Project Identification
2a. Property Identification Number:
4957-00-51-1273, 4956-00-88-2118, 4956-
00-78-2975, 4956-00-89-5398, 4956-00-78-
5523, 4957-00-81-1942
2c. Project Address
Street Address
River Rd.
Address Line 2
Dty
Dobson
Pbstal / Zip Code
27017
3. Surface Waters
3a. Name of the nearest body of water to proposed project:"
Mitchell River
3b. Water Resources Classification of nearest receiving water:*
C; Tr; ORW
3c. What river basin(s) is your project located in?*
Yadkin-PeeDee
3d. Please provide the 12-digit HUC in which the project is located.
Lower Mitchell River: 030401010504
4. Project Description and History
2b. Property size:
365.1, 1.5, 7.5, 30.7, 11.0, 270.7
State / F rovince / Fbgion
NC
Country
United States
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 project site encompasses the old Kapps Mill dam site, which was blown out in a storm in 2017. The previously impounded zone behind the old dam has steep, eroding vertical
banks and is experiencing severe erosion. Land use in the project vicinity is primarily forested tracts as well as agricultural fields largely used for crop production.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
F Yes G No F 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)
Fig _2_Mitchell _River _USGS.pdf 1.64MB
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)
Fig _4_Mitchell_River_Soils.pdf 1.58MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.0
4g. List the total estimated linear feet of all existing streams on the property:
1,800
4h. Explain the purpose of the proposed project:*
The purpose of this project is to restore 1,500 linear feet of the Mitchel River that has been degraded
by bank and stream bed erosion. The project will involve redirecting the channel to restore proper planform
geometry, sloping and stabilizing streambanks using toewood and geolifts, and installing in -stream structures to
provide stability and bedform diversity. Aquatic habitat will be improved by incorporating these structures. Riparian
buffers will be replanted in native woody vegetation.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*

Tracked excavators will be used to shape stream banks, excavate the floodplain, install in -stream structures, and
perform general grading. Skid steers and dump trucks will also be used to move earth and materials.
4j. Please upload project drawings for the proposed project.
KM_AII_Sheets.pdf 6.37MB
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: Ecosystem Planning and Restoration
Other:
5d1. Jurisdictional determination upload
Fig_3_Mitchell_River_Aquatic_Resources.pdf 2.2MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries r Buffers
r Open Waters r Pond Construction
3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name * 3e. Stream Type * 3f. Type of 3g. S. width * 3h. Impact
M Jurisdiction* length*
Restoration Permanent Bank Stabilization Mitchell River ff�]
Both h;;1
1,500
1 (linear feet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
1,500
31. Total stream and ditch impacts:
1
3j. Comments:
� E. Impact Justification and Mitigation
1. Avoidance and Minimization
31. Total temporary stream impacts:
0
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Stream restoration and bank stabilization techniques Will follow natural channel design
principles. Native material and vegetation will be used for construction.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:

Placement of in -stream structures will be done from the bank where 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:
Compensatory mitigation is not required for stream restoration projects.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
Surry County is not located in an area where NC Riparian Buffer Rules are in effect.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information 6
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
r Yes r No
Comments:*
Applicable databases were searched and any results have been included.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
No new infrastructure will be built as part of this project; therefore, no additional development is anticipated after construction is completed.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.

Asheville
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r' Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
NC NHP report (accessed October 13, 2020)
USFWS IPaC (accessed October 13, 2020)
Consultation Documentation Upload
Mitchell River NCNHP Report.pdf 1.16MB
Mitchell River Species List_ IPAC.pdf 288.53KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Essential Fish Habitat Mapper
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC State Historic Preservation Office HPOWEB (accessed October 30, 2020)
7c. Historic or Prehistoric Information Upload
Kapps Mill_HPOweb map.pdf 228.62KB
Kapps Mill HPOweb resources.pdf 67.66KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
A HEC-RAS model showing a no -rise in base flood elevations is being developed. The no -rise certification will be submitted to the Surry County
Floodplain Administrator for review and approval prior to any construction activities.
8c. What source(s) did you use to make the floodplain determination?*
A review of the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) for the unincorporated areas of Surry County
(FIRM panel 3710494600J) indicates the project site is located Within a FEMA-identified flood zone.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Fig_5_Mitchell_River_FEMA.pdf 2.59MB
Fig_1_Mitchell_River _Vicinity.pdf 1.03MB
Kapps Mill_Property.pdf 314.06KB
Signature
*
R By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.

• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Jake Byers
Signature
Date
11/16/2020

LANDOWNER AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
Deed Book: 01308
Parcel ID Number:4956-00-89-5398
Street Address:357 Millstone Trail
Dobson, NC 27017
Page:0183
Property Owner (please print): Thomas H Mason
Property Owner (please print): Mary C Mason
County: Surry
-
The undersigned, registered property owner(s) of the above property, do hereby authorize
Jake Byers, PE of Ecosystem Planning and Restoration
(Contractor/Agent/Project Manager) (Name of Contractor/Agent Firm/Agency)
to take all actions necessary for the evaluation of the property as a potential stream, wetland and/or
riparian buffer mitigation project, including conducting stream and/or wetland determinations and
delineations, as well as issuance and acceptance of any required permit(s) or cerdfication(s). I
agree to allow regulatory agencies, including the US Army Corps of Engineers, to visit the property
as part of these environmental reviews.
Property Owners(s) Address:
(if different from above)
53
G
Property Owner Telephone Number: 3 361 a sg- 7 III
Property Owner Telephone Number: 36 l l 12 1
We hereby certify the above information to be true and accurate to the best of our knowledge.
(Property 6*ner Authorized Signature)
!e
(Date)

LANDOWNER AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
Deed Book: 01693
Parcel ID Number: 4957-00-81-1942
Street Address:
Page: 0844
1999 Judsville School Rd.
Dobson, NC 27017
Property Owner (please print):
Property Owner (please
Nancy Olinger
County:
Surry
The undersigned, registered property owner(s) of the above property, do hereby authorize
Jake Byers, PE of Ecosystem Planning and Restoration
(Contractor/Agent/Project Manager) (Name of Contractor/Agent Firm/Agency)
to take all actions necessary for the evaluation of the property as a potential stream, wetland and/or
riparian buffer mitigation project, including conducting stream and/or wetland determinations and
delineations, as well as issuance and acceptance of any required permit(s) or certification(s). I
agree to allow regulatory agencies, including the US Army Corps of Engineers, to visit the property
as part of these environmental reviews.
Property Owners(s) Address:
/-/ /P 3 3 Al e-4t F/mot C -,-Dr
(if different from above) 7B �3CJ
Q-cts f�w�dd �JC25 !
Property Owner Telephone Number:
Property Owner Telephone Number:
We hereby certify the above information to be
(Property
Signature)
and accurate to the best of our knowledge.
io%/ao
(Property Owner Authorized Signature) (Date)

LANDOWNER AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
Deed Book: 01693 Page: 0847 County:
Parcel ID Number: 4957-00-51-1273
River Rd.
Street Address:
Dobson, NC 27017
Property Owner (please print): Amy Aldridge
Property Owner (please print): /0/-V
Surry
The undersigned, registered property owner(s) of the above property, do hereby authorize
Jake Byers of Ecosystem Planning and Restoration
(Contractor/Agent/Project Manager) (Name of Contractor/Agent Firm/Agency)
to take all actions necessary for the evaluation of the property as a potential stream, wetland and/or
riparian buffer mitigation project, including conducting stream and/or wetland determinations and
delineations, as well as issuance and acceptance of any required permit(s) or certification(s). I
agree to allow regulatory agencies, including the US Army Corps of Engineers, to visit the property
as part of these environmental reviews.
Property Owners(s) Address:
(if different from above)
Property Owner Telephone Number: 1 _ �G31 (? ^2 V
Property Owner Telephone Number:
We hereby certify the above information to be true and accurate to the best of our knowledge.
(Property
(Date)
(Property Owner Authorized Signature) (Date)

LANDOWNER AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
Deed Book: 01128
Parcel ID Number: 4956-00-78-2975
Street Address: Devotion Rd.
Dobson, NC 27017
Page: 0688 County:
Property Owner (please print): Jerry Spencer Lashmit
Property Owner (please print):
Surry
The undersigned, registered property owner(s) of the above property, do hereby authorize
Jake Byers, PE
(Contractor/Agent/Project Manager)
of Ecosystem Planning and Restoration
(Name of Contractor/Agent Firm/Agency)
to take all actions necessary for the evaluation of the property as a potential stream, wetland and/or
riparian buffer mitigation project, including conducting stream and/or wetland determinations and
delineations, as well as issuance and acceptance of any required permit(s) or certification(s). I
agree to allow regulatory agencies, including the US Army Corps of Engineers, to visit the property
as part of these environmental reviews.
Property Owners(s) Address:
(if different from above)
Property Owner Telephone Number: 771+
Property Owner Telephone Number:
We hereby certify the above information to be true and accurate to the best of our knowledge.
'VIS"t)Z41 1,10 /-� A
-a�
r ertI. Iy O, er Autho ed Signature) (Date)
(Property Owner Authorized Signature) (Date)

LANDOWNER AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
Deed Book: 00649
Parcel ID Number: 4956-00-78-5523
Street Address: 155 River Rd.
Dobson, NC 27017
Page: 0625
Property Owner (please print): James Early Norman
Property Owner (please print): Joan Brandt Norman
County: Surry
The undersigned, registered property owner(s) of the above properly, do hereby authorize
Jake Byers, PE of
(Contractor/Agent/Project Manager)
Ecosystem Planning and Restoration
(Name of Contractor/Agent Firm/Agency)
to take all actions necessary for the evaluation of the property as a potential stream, wetland and/or
riparian buffer mitigation project, including conducting stream and/or wetland determinations and
delineations, as well as issuance and acceptance of any required permit(s) or certification(s). I
agree to allow regulatory agencies, including the US Army Corps of Engineers, to visit the property
as part of these environmental reviews.
Property Owners(s) Address:
(if different from above)
Property Owner Telephone Number: , (ra(a 4 1Z
Property Owner Telephone Number:
We hereby certify the above information to be true and accurate to the best of our knowledge.
(Pro rty Owner AuthorWd Signature) (Date)
Owner AuthfiriAed Signature) (Date)

MASON THOMAS HPIN: 495600895398
NANCY E OLINGER PIN: 495700811942
AMY O ALDRIDGE PIN: 495700511273
NORMAN JAMES EARLYPIN: 495600785523
LASHMIT JERRY SPENCERPIN: 495600782975
AMY O ALDRIDGE PIN: 495700511273
JACKSON WILLIAM ALANPIN: 495600882118
Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS,USDA, USGS, AeroGRID, IGN, and the GIS User Community
MITCHELL RIVERSTREAM RESTORATION
SURRY COUNTY, NC
KAPPS MILL
1 inch = 200 feet PROPERTYMAP date:NOV 2019
#
0 200 400100Feet
Existing Stream Centerline
TOB
Parcel Boundaries
prepared by: EPR
Mitchell River
^_
SURRY
Sources: Esri, HERE, DeLorme, USGS, Intermap, increment P Corp., NRCAN,Esri Japan, METI, Esri China (Hong Kong), Esri (Thailand), MapmyIndia, ©OpenStreetMap contributors, and the GIS User Community
KAPPS MILLSTREAM RESTORATION PROJECT
SURRY COUNTY, NC
Vicinity Map
1 in ch = 2,500 feet FIGURE 1 date:OC T 2020
#
0 2,500 5,0001,250
Feet
^_
^_£¤US-52
£¤US-421
£¤US-601£¤US-21
£¤US-52-BUS
£¤US-21-BUS
§¨¦I-77
§¨¦I-74
Project Location
Surry County, NCNorth Carolina
Project Location
Project Lo c at io n
prepared by:EPR
Copyright:© 2013 National Geographic Society, i-cubed
KAPPS MILLSTREAM RESTORATION PROJECT
SURRY COUNTY, NC
USGS MAP
1 in ch = 1,500 feet FIGURE 2 date:OC T 2020
#
0 1,500 3,000750
Feet
Project Area
prepared by: EPR
Bottom QuadrangleNorth Carolina7.5-Minute Series
NC Center for Geographic Information & Analysis
KAPPS MILLSTREAM RES TORATION PROJECT
SURRY COUNTY, NC
AQUATIC RESOURCES MAP
1 inch = 3 00 feet FIGURE 3 date:OCT 2020
#
0 300 600150Feet
Existing Stream Centerline
Project Area
prepared by: EPR
Mitche ll River
ArA
DrB WoE
WfC2
BbC
WoE
CsAWoD
BbC
WfB2
BbB
WoD
WoE
BbC
CsA
W
BbB
DrB WoD
HaA
BbC
DrB
WfC2
BbD
WoD
BbC
WoD
NC Center for Geographic Information & Analysis
KAPPS MILLSTREAM RES TORATION PROJECT
SURRY COUNTY, NC
SOILS MAP
1 inch = 3 00 feet FIGURE 4 date:OCT 2020
#
0 300 600150Feet
Project Area
Soils
ArA -Arkaqua loam , 0 to 2 percentslopes, frequently flooded
BbB-Brad dock fine sandy loam, 2 to8 percent slopes
BbC-Braddock fine sandy loam, 8 to15 percent slopes
BbD-Braddock fine sandy loam, 15 to25 percent slopes
CsA-Colvard and Suches soils, 0 to 3percent slopes, occasionally flooded
DrB -D illard fine sandy loam, 2 to 8percent slopes, rarely flooded
HaA-Hatboro loam , 0 to 2 percentslopes, frequently flooded
W-Water
WfB2-Woolwine-F airview-W estfieldcomplex, 2 to 8 percent slopes,moderately eroded
WfC2-Woolwine-Fairview-W estfieldcomplex, 8 to 15 percent slopes,moderately eroded
WoD-Wo olwine-Fa irview-W estfieldcomplex, 15 to 25 percent slopes,stony
WoE-Woolwine-Fairview-W estfieldcomplex, 25 to 45 percent slopes,stony
prepared by: EPR
Zone AE
Zone AE
NC Center for Geographic Information & Analysis
KAPPS MILLSTREAM RES TORATION PROJECT
SURRY COUNTY, NC
FEMA Floodplain Map
1 inch = 5 00 feet FIGURE 4 date:OCT 2020
#
0 500 1,000250Feet
Project Streams
FEMA Flood Zones
Zone AE
FIRM Panels
prepared by: EPR
NCHPO HPOWEB
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P,
Intermap, NGA, USGS
KappsMill_Survey_Boundary
Local districts & boundaries
Local individual resources & centerpoints
Local Landmark
Local Landmark, Gone
Local HD Center Point
10/30/2020, 4:23:22 PM
0 0.15 0.30.07 mi
0 0.25 0.50.13 km
1:12,037
North Carolina State Historic Preservation Office
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA, USGS | Esri, HERE |
Site ID Status Local Status HD status Site Name Year Surveyed County Quad Name
SR0664 SL None None Kapps Mill and House Surry Bottom
SR0522 SO None None John Kapp House 1981 Surry Bottom
SR0523 SO None None Kapp's Mill 1981 Surry Bottom
NCNHDE-13052
October 13, 2020
Amy James
Ecosystem Planning and Restoration
1150 SE Maynard Rd. Suite 140
Cary, NC 27511
RE: Mitchell River Restoration
Dear Amy James:
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached ‘Documented Occurrences’ tables and map.
The attached ‘Potential Occurrences’ table summarizes rare species and natural communities that
have been documented within a one-mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one-mile
radius of the project area, if any, are also included in this report.
If a Federally-listed species is documented within the project area or indicated within a one-mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Clean Water
Management Trust Fund easement, or an occurrence of a Federally-listed species is documented
near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at [e-mail] or 919-707-8603.
Sincerely,
NC Natural Heritage Program
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Mitchell River Restoration
October 13, 2020
NCNHDE-13052
Element Occurrences Documented Within Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Freshwater
Bivalve
31017 Alasmidonta varicosa Brook Floater 2019-09-11 AB 3-Medium ---Endangered G3 S3
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area*
Managed Area Name Owner Owner Type
NC Clean Water Management Trust Fund Funded
Project
NC DNCR, Clean Water Management Trust
Fund
State
*NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally-listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on October 13, 2020; source: NCNHP, Q3 July 2020. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4
Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One-mile Radius of the Project Area
Mitchell River Restoration
October 13, 2020
NCNHDE-13052
Element Occurrences Documented Within a One-mile Radius of the Project Area
Taxonomic
Group
EO ID Scientific Name Common Name Last
Observation
Date
Element
Occurrence
Rank
Accuracy Federal
Status
State
Status
Global
Rank
State
Rank
Freshwater
Bivalve
31017 Alasmidonta varicosa Brook Floater 2019-09-11 AB 3-Medium ---Endangered G3 S3
Natural
Community
2100 Swamp Forest--Bog
Complex (Typic
Subtype)
---1993-11-17 CD 3-Medium ------G2 S2
Natural Areas Documented Within a One-mile Radius of the Project Area
Site Name Representational Rating Collective Rating
Ford Cockerham Meadow R3 (High)C5 (General)
Managed Areas Documented Within a One-mile Radius of the Project Area
Managed Area Name Owner Owner Type
NC Clean Water Management Trust Fund Funded
Project
NC DNCR, Clean Water Management Trust
Fund
State
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.org/help. Data query generated on October 13, 2020; source: NCNHP, Q3 July 2020. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4
Powered by TCPDF (www.tcpdf.org)
Page 4 of 4
October 13, 2020
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
Phone: [phone] Fax: [phone]
http://www.fws.gov/nc-es/es/countyfr.html
In Reply Refer To:
Consultation Code: 04EN1000-2021-SLI-0032
Event Code: 04EN1000-2021-E-00073
Project Name: Mitchell River restoration

Subject:List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The attached species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. Although not required by
section 7, many agencies request species lists to start the informal consultation process and begin
their fulfillment of the requirements under section 7(c) of the Endangered Species Act (Act) of
1973, as amended (16 U.S.C. 1531 et seq.).
This list, along with other helpful resources, is also available on the U.S. Fish and Wildlife
Service (Service) Asheville Field Office's (AFO) website: https://www.fws.gov/raleigh/species/
cntylist/nc_counties.html. The AFO website list includes “species of concern” species that could
potentially be placed on the federal list of threatened and endangered species in the future. Also
available are:
Design and Construction Recommendations
https://www.fws.gov/asheville/htmls/project_review/Recommendations.html
Optimal Survey Times for Federally Listed Plants
https://www.fws.gov/nc-es/plant/plant_survey.html
Northern long-eared bat Guidance
https://www.fws.gov/asheville/htmls/project_review/NLEB_in_WNC.html
Predictive Habitat Model for Aquatic Species
https://www.fws.gov/asheville/htmls/Maxent/Maxent.html
10/13/2020 Event Code: 04EN1000-2021-E-00073   2

New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could require modifications of these lists.
Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act,
the accuracy of the species lists should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website or the AFO website (the AFO website dates each
county list with the day of the most recent update/change) at regular intervals during project
planning and implementation for updates to species lists and information. An updated list may be
requested through the ECOS-IPaC system by completing the same process used to receive the
enclosed list or by going to the AFO website.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a Biological
Evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12 and on our office's website
at https://www.fws.gov/asheville/htmls/project_review/assessment_guidance.html.
If a Federal agency (or their non-federal representative) determines, based on the Biological
Assessment or Biological Evaluation, that listed species and/or designated critical habitat may be
affected by the proposed project, the agency is required to consult with the Service pursuant to
50 CFR 402. In addition, the Service recommends that candidate species, proposed species, and
proposed critical habitat be addressed within the consultation. More information on the
regulations and procedures for section 7 consultation, including the role of permit or license
applicants, can be found in the "Endangered Species Consultation Handbook" at: http://
www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF.
Though the bald eagle is no longer protected under the Endangered Species Act, please be aware
that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16
U.S.C. 668 et seq.), and projects affecting these species may require additional consultation (see
https://www.fws.gov/southeast/our-services/permits/eagles/). Wind energy projects should follow
the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to
migratory birds (including bald and golden eagles) and bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/towers/towers.htm;
10/13/2020 Event Code: 04EN1000-2021-E-00073   3

▪
▪
▪
http://www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdIssues/Hazards/
towers/comtow.html.
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office.
Attachment(s):
Official Species List
Migratory Birds
Wetlands
10/13/2020 Event Code: 04EN1000-2021-E-00073   1

Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]
10/13/2020 Event Code: 04EN1000-2021-E-00073   2

Project Summary
Consultation Code:04EN1000-2021-SLI-0032
Event Code:04EN1000-2021-E-00073
Project Name:Mitchell River restoration
Project Type:LAND - RESTORATION / ENHANCEMENT
Project Description:Restore this section of the Mitchell River using cross-vane structures,
benching, and sloping banks and stabilizing them with toewood.
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/place/36.399281877437986N80.84245191704431W
Counties:Surry, NC
10/13/2020 Event Code: 04EN1000-2021-E-00073   3

1.
Endangered Species Act Species
There is a total of 4 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheries , as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAME STATUS
Gray Bat Myotis grisescens
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/6329
Endangered
Northern Long-eared Bat Myotis septentrionalis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/9045
Threatened
Reptiles
NAME STATUS
Bog Turtle Clemmys muhlenbergii
Population: U.S.A. (GA, NC, SC, TN, VA)
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/6962
Similarity of
Appearance
(Threatened)
1
10/13/2020 Event Code: 04EN1000-2021-E-00073   4

Flowering Plants
NAME STATUS
Schweinitz's Sunflower Helianthus schweinitzii
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/3849
Endangered
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.
10/13/2020 Event Code: 04EN1000-2021-E-00073   1

1.
2.
3.
Migratory Birds
Certain birds are protected under the Migratory Bird Treaty Act and the Bald and Golden Eagle
Protection Act .
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
The Migratory Birds Treaty Act of 1918.
The Bald and Golden Eagle Protection Act of 1940.
50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
THERE ARE NO FWS MIGRATORY BIRDS OF CONCERN WITHIN THE VICINITY OF YOUR PROJECT
AREA.
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very
helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures and/or
permits may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified
location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCC) and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
1
2
10/13/2020 Event Code: 04EN1000-2021-E-00073   2

1.
2.
3.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets .
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my
project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab
of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of
interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your
migratory bird species list has a breeding season associated with it, if that bird does occur in your
project area, there may be nests present at some point within the timeframe specified. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?
Migratory birds delivered through IPaC fall into the following distinct categories of concern:
"BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
"BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
"Non-BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or (for non-eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
10/13/2020 Event Code: 04EN1000-2021-E-00073   3

For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Loring.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ “What does IPaC
use to generate the migratory birds potentially occurring in my specified location”. Please be
aware this report provides the “probability of presence” of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the “no
data” indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In
contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ “Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds” at the bottom of your migratory bird trust resources page.
10/13/2020 Event Code: 04EN1000-2021-E-00073   1

▪
▪
▪
Wetlands
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section
404 of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to
update our NWI data set. We recommend you verify these results with a site visit to determine
the actual extent of wetlands on site.
FRESHWATER FORESTED/SHRUB WETLAND
PFO1A
RIVERINE
R4SBC
R3UBH
DWR Pre-Fil ing Meeting Req u est Form
Contact Name *
Contact Email Addre ss *
Proje ct Owne r *
Proje ct Name *
Proje ct County *
Owne r Addre ss:*
Is this a transportation proje ct?*
Type (s) of approv al sought from the DWR:
Doe s this proje ct hav e an e xisting proje ct ID#?*
Do you know the name of the staff me mbe r you would like to re que st a me e ting with?
Ple ase giv e a brie f proje ct de scription be low.*
Please give a couple of dates you are available for a meeting.
Jake Byers
[e-mail]
Resource Institute, Inc.
Mitchell River Restoration Project
Surry
City
Winston-Salem
State / Province / Region
NC
Postal / Zip Code
27106
Country
Forsyth
Street Address
2631 Reynolda Road
Address Line 2
Yes No
401 Water Quality Certification -
Regular
401 Water Quality Certification -
Express
Individual Permit Modification
Shoreline Stabilization
Yes No
No
Stream restoration project along the Mitchell River in Surry county. This
section of the Mitchell river is highly degraded with vertical eroding stream
banks and large amounts of sedimentation. This section was previously in
backwater of a historic mill dam that blew out in a hurricane. Restoration
activities will occur from the old Kapps Mill dam upstream to tie into the
section of the Mitchell River that was restored by the NRCS in the early
2000's and will follow NCD methodologies.
10/21/2020
10/28/2020
Ple ase attach the docume ntation you would like to hav e the me e ting about.
Signature *
Submittal Date
KM_All_Sheets.pdf 6.59MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:

· This form completes the requirement of the Pre-Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
· I understand by signing this form that I cannot submit my application until 30 calendar days after this pre-filing
meeting request.
· I also understand that DWR is not required to respond or grant the meeting request.

Your project’s thirty-day clock started upon receipt of this application.  You will receive notification regarding meeting location
and time if a meeting is necessary.  You will receive notification when the thirty-day clock has expired, and you can submit an
application.
10/12/2020
I--
U
w
0
a.
GRAPHIC SCALES
20 10 0 20 40
PLANS
20 10 0 20 40
PROFILE (HORIZONTAL)
5 O 5 10
PROFILE (VERTICAL)
REVISIONS
JB I KLT
PREPARED FOR:
No
RJ,,S0UlkC.E
TN25TITUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
CHARLES ANDERSON
PROJECT CONTACT
PREPARED IN THE OFFICE OF:
ECOSYSTEM 1 150 SE MAYNARD ROAD
SUITE,
F LAM N INS & 14
RUITE H, NC 2751 1
JREY.TORATION LICENSE # P-1 182
WINTER 2020
JAKE BYERS, PE
I FTTING nATE:
PROJECT ENGINEER
MITCHELL RIVER
TYPE
C4
_ENGTH
1,500 FT.
AREA
197 SQ. FT.
H
50.6
DEPTH
5.1 FT.
13.0
E8 CIVN
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION
P.E.
SIGNATURL.

STREAM CONVENTIONAL SYMBOLS
ROCK J-HOOK JH
® ROCK VANE Rv
OFFSET ROCK CROSS VANE ov
ROCK CROSS VANE xv
— SF — SAFETY FENCE
— TP — TAPE FENCE
— — TEMPORARY SILT FENCE
ce CONSERVATION EASEMENT
- - 20 - - EXISTING MAJOR CONTOUR
—
TEMPORARY SILT CHECK
ROOTWAD
EXISTING MINOR CONTOUR
a
GRADE CONTROL LOG J-HOOK VANE L1H
------- LIMITS OF DISTURBANCE
®
LOG VANE Lv
— — - BANKFULL BENCH (GRADE)
®
LOG STEP LS
— — PROPERTY LINE
QUO
ROCK STEP Rs
ACCESS ROAD
LOG CROSS VANE xv
o
CONSTRUCTED CASCADE cc
CONSTRUCTED RIFFLE cR
°o o
BOULDER CLUSTER
oggo�
LOG ROLLER LR
M��
GRADE CONTROL WOODY RIFFLE wH
TOEWOOD WITH GEOLIFT Tw
SOD MATS sM
DEBRIS JAM o_ T
SINGLE WING DEFLECTOR
DOUBLE WING DEFLECTOR
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
1 I �� STREAM THALWEG
STREAM TOP OF BANKS
- FEMA FLOOD BOUNDARY ZONE AE
FOOT BRIDGE
TEMPORARY STREAM CROSSING
u PERMANENT FORD STREAM CROSSING PFc
® TRANSPLANTED VEGETATION
TREE REMOVAL
{
TREE PROTECTION
GEOLIFT
CHANNEL FILL / DITCH PLUG
®
GRADE BANK 2: 1 OR FLATTER
EXISTING WETLANDS
® SURVEYED EXISTING RIFFLE
**NOTE: ALL ITEMS ABOVE MAY NOT BE USED ON THIS PROJECT
PREPARED FOR:
Ko
RFSOU F
INMTUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
PROJECT # SHEET NO.
ASH0008 1A
1. THE CONTRACTOR IS REQUIRED TO INSTALL INSTREAM STRUCTURES USING GENERAL
A TRACK HOE WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TO PLACE
BOULDERS, AND LOGS. NOTES
2. WORK IS BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLAN.
THE CONTRACTOR SHOULD MAKE ALL REASONABLE EFFORTS TO REDUCE
SEDIMENT LOSS AND MINIMIZE DISTURBANCE OF THE SITE WHILE
PERFORMING THE CONSTRUCTION WORK.
3. CONSTRUCTION IS SCHEDULED TO BEGIN WINTER 2020.
4. ALL EXISTING CHANNELS TO BE FILLED SHALL HAVE ALLUVIUM EXCAVATED
AND STOCKPILED FOR THE USE IN IN -STREAM STRUCTURES PRIOR TO FILLING.
5. ALL DISTURBED STREAM BANKS SHALL BE SEEDED, MULCHED, MATTED AND
LIVE STAKED UNLESS OTHERWISE NOTED.
6. STONE BACKFILL FOR INSTREAM STRUCTURES SHALL INCLUDE AN EVEN MIX OF
CLASS A, CLASS B AND ONSITE ALLUVIUM IF AVAILABLE. IF ONSITE ALLUVIUM IS NOT AVAILABLE
CLASS A, CLASS B AND #57 STONE SHALL BE USED.
7. REMOVE AND DISPOSE OF ALL EXISTING FENCING WITHIN THE WORK AREA.
8. PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES, NOTIFICATION AND APPROVAL MUST BE
GRANTED FROM THE US ARMY CORP OF ENGINEERS, AND NC DIVISION OF WATER RESOURCES.
9. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA "ONE CALL"CENTER (1.800.632.4949)
BEFORE ANY EXCAVATION.
10. THE CONTRACTOR WILL MOBILIZE EQUIPMENT AND MATERIALS TO THE SITE USING THE EXISTING
ACCESS ROADS OFF DYNASTY LANE.
1 1. THE CONTRACTOR WILL UTILIZE EXISTING ENTRANCES, PATHS, AND ROADS TO THE EXTENT POSSIBLE.
ANY NECESSARY STREAM CROSSINGS SHALL CONSIST OF TIMBER MAT CROSSINGS AND BE BORDERED
BY SILT FENCE.
12. CONTRACTOR WILL STORE ALL EQUIPMENT AND MATERIALS IN STAGING AND STOCKPILE AREAS.
13. ANY STOCKPILED SOIL MATERIAL SHALL BE BORDERED ON THE DOWNHILL SIDE BY SILT FENCE SO THAT ANY
WASHED SEDIMENT IS TRAPPED.
14. A PUMP -AROUND OPERATION SHALL BE UTILIZED.
15. IMMEDIATELY UPON COMPLETION OF BANK GRADING, THE SLOPE WILL BE SEEDED, MULCHED, AND
MATTED WITH EROSION CONTROL MATTING UNLESS ANOTHER TREATMENT IS SHOWN IN THE DESIGN PLANS.
16. UPON COMPLETION OF EACH SECTION OF THE CHANNEL CONSTRUCTION, ALL DISTURBED FLOODPLAIN AREAS
INCLUDING STAGING AREAS AND HAUL ROADS, SHALL BE SEEDED AND MULCHED.
TREES SHALL BE PLANTED IN ACCORDANCE WITH THE VEGETATION SELECTION AND THE PLANS.
PERMANENT SEEDING MIXTURES SHALL BE APPLIED AS SHOWN ON THE PLANS. SEEDING
SHALL BE APPLIED IN ALL DISTURBED AREAS AND AREAS WITHIN THE WORK AREA SUSCEPTIBLE TO
EROSION (I.E. DISTURBED DITCH BANKS, STEEP SLOPES, AND SPOIL AREAS).
17. CONTRACTOR SHALL NOT DISTURB STABLE SECTIONS OF THE CHANNEL AS DIRECTED BY THE ENGINEER.
18. ALL AREAS SHOULD BE SEEDED AND MULCHED BEFORE LEAVING THE PROJECT REACH.
REMOVE TEMPORARY STREAM CROSSINGS AND ANY IN -STREAM TEMPORARY ROCK DAMS.
ALL WASTE MATERIAL MUST BE REMOVED FROM THE PROJECT SITE.
19. THE CONTRACTOR SHALL PLANT WOODY VEGETATION AND LIVE STAKES, ACCORDING TO PLANTING DETAILS
AND SPECIFICATIONS. THEY SHOULD COMPLETE THE REFORESTATION (BARE ROOT PLANTING) PHASE OF
THE PROJECT AND APPLY PERMANENT SEEDING AT THE APPROPRIATE TIME OF THE YEAR.
20. THE CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE OF TRASH AND LEFTOVER CONSTRUCTION
MATERIALS BEFORE MOVING ON TO A NEW SECTION OF CHANNEL.
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
GENERAL NOTES
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
PREPARED FOR:
Ko
RFSOU F
INSTITUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
CONSTRUCTION SEQUENCE
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO.
ASH0008 1B
CONSTRUCTION
SEQUENCE
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

z
t7
0
N
O
2
CL
a
Y
z
Z
a
TYPICAL SECTIONS
" C " TYPE CHANNELS
- ABKF
si
0
e
TYPICAL RIFFLE CROSS SECTION
APOOL 0
D4 s 9
W3 m W4 \N5 ►�� W6
l 1
TYPICAL POOL RIGHT CROSS SECTION
NOTE:
-THE BANKFULL BENCH LINE SHOWN ON THE PLAN SHEETS CORRESPONDS TO THE BACK OF THE BANKFULL BENCH/TOE OF TERRACE SLOPE
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
PREPARED FOR:
To
RFSOU F
INSTITUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO.
ASH0008 2
TYPICAL
SECTIONS 10
r PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

ROCK VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 4 FT X 3 FT X 2 FT
NUMBER OF HEADER ROWS: I
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
TYPE: TYPE 2 NON -WOVEN
WIDTH UPSTREAM: 1 O FT MINIMUM
STONE BACKFILL
ON -SITE ALLUVIUM
NOTES FOR ROCK VANE STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURES TABLE SHEET.
2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
5. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE ROOTER ROCKS, THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
6. INSTALL STONE BACKFILL AND ONSITE ALLUVIUM AS SHOWN, TO THE
DIMENSIONS INDICATED IN THE STRUCTURES TABLE SHEET.
7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM
SIDE OF THE STRUCTURE WITH ONSITE ALLUVIUM TO THE ELEVATION OF
THE TOP OF THE HEADER ROCK.
LOG VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 4 FT X 3 FT X 2 FT
TYPE: HARDWOOD
LOGS
SIZE: 12 INCH 0 MIN.
NUMBER OF HEADER LOGS: 1
NUMBER OF FOOTER LOGS: 1
TYPE: TYPE 2 NON -WOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
STONE BACKFILL
ON -SITE ALLUVIUM
NOTES FOR LOG VANE STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURE TABLES SHEET.
2. LOGS SHOULD BE STRAIGHT, HARDWOOD, AND NOT ROTTEN.
3. BOULDERS MUST BE OF SUFFICIENT SIZE TO ANCHOR LOGS.
4. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.
5. BOULDER SHOULD BE PLACED ON TOP OF HEADER LOG FOR ANCHORING.
6. FILTER FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.
7. INSTALL STONE BACKFILL BEHIND THE LOGS.
8. BOLDERS SHALL NOT BE USED WHERE BOTTOM WIDTH IS LESS THAN 6.0'
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
J
J
7
LL
Y
Z�
m�
A
x O
HEADER
Z Z
3
ROCK
aW
W
m
ROOTER
U
ROCK
a
0
B
Q�
F
ARM
B'
1
ANGLE
it
SCOUR POOL
�I
I
1
NO GAPS
\
BETWEEN
A' ROCKS
S'ILL---�
PLAN VIEW
Q3 - ELEVATION POINT (SEE STRUCTURES TABLE)
� v
LOG BURIED \ \ \�tL O
-
BELOW STREAMBED
q A \ O
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1 I I
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I/B\I.
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II I I I I
I' I I •I
—7
PLAN VIEW
)D
12
O
'm
z
1
r
z
m
ROCK VANE RV
LOG VANE LD
LOGS BURIED IN
STREAMBANK
AT LEAST 5'
Z - ELEVATION POINT (SEE STRUCTURE TABLES)
PREPARED FOR:
Ko
RFSOU F
INMTLr E
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
HEADER ROCK
TOP OF BANK / BANKFULL (SEE NOTE 1) 1
FLOW � ARM SLOPE J
ONSITE ALLUVIUM l
�FOOTER ROCK
FILTER FABRIC
PROFILE VIEW A - A'
VANE ARM
ONSITE
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
ROOTER
ROCK
R ROCK
SECTION B - B'
VANE ARM CROSS SECTION
FILTER
FABRIC
SECTION B - B'
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
■ RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO.
ASH0008 2A
DETAILS
Ilk
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

ROCK CROSS VANE SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 5 FT X 4 FT X 3FT
NUMBER OF HEADER ROWS: I
NUMBER OF FOOTER ROWS: 1
TYPE: TYPE 2 NON -WOVEN
FILTER FABRIC
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR CROSS VANE STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON
THE STRUCTURES TABLE SHEET.
2. DIG A TRENCH BELOW THE STREAM BED FOR FOOTER AND HEADER
ROCKS, FILTER FABRIC AND STONE BACKFILL.
3. PLACE FOOTER ROCKS AND THEN HEADER ROCKS TO ACHIEVE
DESIGN DIMENSIONS AND ELEVATIONS.
4. USE HAND PLACED STONE TO FILL GAPS AND VOIDS ON UPSTREAM
SIDE OF THE HEADER AND FOOTER ROCKS.
5. PLACE FILTER FABRIC BEGINNING AT THE TOP OF THE HEADER ROCKS
AND EXTENDING DOWN TO THE DEPTH OF THE FOOTER ROCKS, THEN
OUTWARD THE DISTANCE SPECIFIED IN THE STRUCTURES TABLE SHEET.
6. INSTALL ONSITE ALLUVIUM AS SHOWN, TO THE ELEVATION OF THE TOP
OF THE HEADER ROCK.
STEP POOL SPECIFICATIONS
MATERIALS:
SPECIFICATIONS:
TYPE: GRANITE OR COMPARABLE
BOULDER
SIZE: 5 FT X 4 FT X 3FT
NUMBER OF HEADER ROWS: 1
NUMBER OF FOOTER ROWS: 1
FILTER FABRIC
TYPE: TYPE 2 NON -WOVEN
WIDTH UPSTREAM: 6 FT MINIMUM
NOTES FOR CROSS VANE STRUCTURES:
1. FOOTER ROCKS SHALL BE INSTALLED SUCH THAT 1/4 TO 113 OF THE LENGTH IS DOWNSTREAM
OF THE HEADER ROCKS.
2. SOIL SHALL BE WELL COMPACTED AROUND BURIED PORTION OF FOOTER ROCKS WITH BUCKET
OF TRACK HOE.
3. INSTALL GEOTEXTILE FILTER FABRIC UNDERNEATH FOOTER ROCKS.
4. UNDERCUT POOL BED ELEVATION 8 INCHES TO ALLOW FOR LAYER OF STONE.
5. INSTALL COIR FIBER MATTING ALONG COMPLETED BANKS SUCH THAT THE COIR FIBER MATTING
AT THE TOE OF THE BANK EXTENDS DOWN TO THE UNDERCUT ELEVATION.
8. INSTALL LARGE STONE BACKFILL ALONG SIDE SLOPES.
7. FINAL CHANNEL BED SHAPE SHOULD BE ROUNDED, COMPACTED AND CONCAVE, WITH THE
ELEVATION OF THE BED APPROXIMATELY 0.5 FT DEEPER IN THE ENTER THAN AT THE EDGES.
8. STEP HEIGHT H) SHALL NOT EXCEED 0.8 FT.
9. IN GENERAL, OOL TO POOL SPACING SHALL BE NO LESS THAN AND NO GREATER THAN AS
SPECIFIED BY ENGINEER BASED ON EXISTING CONDITIONS SUCH AS SLOPE AND SUITABLE FILL
MATERIAL. CONSTRUCTED RIFFLES MAY BE SUBSTITUTED IN AREAS WHERE EXISTING SLOPES
EXCEED 10%AS DETERMINED IN THE FIELD BY THE ENGINEER.
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
1
BACK OF
ROCK CROSS VANE (3
BOTTOM WIDTH
J 1/ WIDTHOM o J
I=L U INVERT k Z)
Z pl 1 A B 10 Y
mw 00I I I /Iro �w
�O s 4
Q w YW
Ov Ov
a I I a
0 1 1 0\ '7
A
f I �
ARM ANGLE
C'
20°-30° 1
I l
I • I SCOUR POOL .• `
I 1
/ HEADER
NO GAPS \ ROCK
BETWEEN
A' ROCKS
FOOTER—
ROCK
B'
PLAN VIEW
TOE OF BANK
IZ - ELEVATION POINT (SEE STRUCTURES TABLE)
PLAN VIEW
PREPARED FOR:
Ko
RFSOU F
INMTLr E
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
VANEARM
HEADER ROCK
TOP OF BANK / BANKFULL (SEE NOTE 1) 2,6 1,7
ONSITE ALLUVIUM
FLOW—
3,5 ARM SLOPE
ONSITE ALLUVIUM
FOOTER ROCK
FILTER FABRIC FILTER
7
PROFILE VIEW A - A'
ONSITE ALL
STEP POOL/OUTLET PROTECTION
STEP INVERT ELEVATION
HEADER ROCK
STONE BACKFILL
1.3 BANKFULL WIDTH
FOOTER ROCK
PROJECT # SHEET NO.
ASH0008 2B
DETAILS
TRIM FILTER FABRIC EVEN WITH
FRONT EDGE OF HEADER ROCK
—HEADERROCK
SECTION C - C'
INVERT AND POOL
PROFILE VIEW B-B'
INVERT
STEP INVERT ELEVATION
POOL TO POOL
A HEADER ROCK SPACING VARIES.
FLOW FOOTER ROCK SEE NOTE #9
FOR SPACING
REQUIREMENTS.
POOL
H = STEP HEIGHT
GEOTEXTILE FABRIC
STONE BACKFILL
PROFILE VIEW A -A'
LARGE STONE BACKFILL / \ -COIR FIBER MATTING
ALONG TOE LARGE STONE BACKFILLJ J
D =POOL DEPTH
STONE BACKFILL
POOL CROSS SECTION B-B'
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
GROUND
(BEGINS
POOL CROSS SECTION C-C
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
■ RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
FOOTER ROCK
R MATTING
=HIND HEADER ROCKS)
GROUND
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

SECTION A -A'
NOTES:
1. STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.
2. DO NOT INSTALL STAKES THAT HAVE BEEN SPLIT.
3. STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.
4. STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK.
5. STAKES SHOULD BE 1 /2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FT LONG.
6. STAKES SHOULD BE INSTALLED LEAVING 1 /5 OF STAKE ABOVE GROUND.
7. STAKES SHOULD BE NSTALLED ON B STREAM TYPES AT 3'- 4'SPACING ON BOTH BANKS
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
LIVE STAKING
LIVE STAKE SPACING PLAN VIEW
STAKE TOP LAYER 4' DEEP
OF MATTING IN 6" TRENCH
(SEE MATTING DETAIL)
GEOLIFT
OF BANK I BANKFULL STAGE
TOP OF
TOE OF
EROSION X -- -\ /-ENCOMPASSES SSES LICONTROL MATTING
WELL GRADED MIX OF CLASS 1 AND CLASS 2 STONE
(CAN BE REPLACED WITH BRUSH TOE ON SMALLER
CHANNELS WITH THE ENGINEER'S APPROVAL)
PREPARED FOR:
Ko
RFSOU F
INMTUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
LIVE BRANCH CUTTINGS (SEE
PLANTING PLAN FOR SPECIES)
STONE TOE APPROX. 0.5 FT
BOVE BASEFLOW
BASEFLOW
VFINISHE7DBED APPROX. 1 FT BELOW
D ELEVATION
OFSTREAMBANK
PLANT STAKES FROM TOP OF BANK TO TOE
• • . • .� OF BANK IN A DIAMOND SHAPED STAGGERED
PATTERN TO SPECIFIED SPACING
PLAN VIEW
NOTES
1. NUMBER OF LIFTS WILL BE DETERMINED IN THE FIELD BY THE ENGINEER.
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
SQUARE
BUDS FACING
LIVE. CUTTING MIN.
ANGLE CUT 30 -.
2' - 3' LENGTH
LIVE STAKE DETAIL
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
■ RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO.
ASH0008 2C
DETAILS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

PLAN VIEW - I
TRENCH EXCAVATION
COIR FIBER MATTING
UNDISTURBED
EARTH
COMPACTED
BACKFILL
��/ DEPTH
(29\\
SEE STRUCTURE
\\
j/\Xj TABLES
CIIO
\ \%/ XX
CL
L'
DENSE BRUSH LAYER:
CONSISTING OF LIMBS,
z
BRANCHES, SMALL LOGS
a
ON -SITE ALLU VIUM
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
CAVATE CUT TRENCH (SEE NOTE 3)
a
LIVE CUTTINGS
4
WIDTH
SEE STRUCTURE TABLES
TOEWOOD WITH GEOLIFT ,N
PLAN VIEW - 2
ROOTWAD INSTALLATION
GEOLIFTS-5 FT WIDE AND 1 FT THICK.
(OR UP TO THE BANKFULL ELEVATION)
ENCASE IN COIR FIBER MATTING
(SEE SPECIFICATIONS)
_ BUILD GEOLIFT TO THE BANKFULL ELEVATION
NUMBER OF LIFTS MAY VARY
LIVE CUTTINGS
BASEFLOW
- UNCONSOLIDATED BACKFILL:
SOIL AND COBBLE
ROOTWAD
FINISHED BED ---
ELEVATION
SECTION VIEW
O- ELEVATION POINT (SEE STRUCTURE TABLES)
PREPARED FOR:
Ko
RFSOU F
INMTUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
NSTALL ROOTWADS
'ERPENDICULAR TO FLOW.
LOOT BALLS SHALL BE PACKED
FIGHTLY AGAINST EACH OTHER
SEE NOTE 4)
a
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
PLAN VIEW - 3
BRUSH LAYER INSTALLATION
PROJECT # SHEET NO.
ASH0008 2D
DETAILS
INSTALL BRUSH MATERIAL (SEE NOTE 5).
10
AFTER BRUSH LAYER HAS BEEN COMPLETED
INSTALL SOIL LAYER (NOTE 6).
PLACE LIVE CUTTINGS IN LAYER ON TOP
OF COIR FIBER MATTING (SEE NOTE 7).
MATERIALS:
SPECIFICATIONS:
BRUSH MATERIAL
TYPE: BRUSH MATERIAL
SIZE: MIN. 5 FT LONG. 1 INCH DIAMETER
ROOTWAD MATERIAL
TYPE: HARDWOOD
SIZE: MIN. 6 FT LONG MIN. 12 INCH DIAMETER
COIR FIBER MATTING
SEE DETAIL
NOTES FOR TOEWOOD STRUCTURES:
1. STRUCTURE DIMENSIONS AND MEASUREMENTS ARE SHOWN ON THE
STRUCTURE TABLES SHEET.
2. DIG A TRENCH ALONG BANK WHERE TOEWOOD IS TO BE INSTALLED
TO THE DEPTH AND WIDTH SPECIFIED IN THE DETAILS AND STRUCTURE
TABLES. IF TOEWOOD IS BEING PLACED IN A LOCATION WHERE THERE IS
NOT EXISTING GROUND, PLACE FILL MATERIAL AND COMPACT TO FORM
THE TRENCH FOR THE TOEWOOD MATERIALS.
3. EXCAVATE TRENCH BELOW TOEWOOD GRADE (PLAN VIEW 1). TO ELEVATION
POINTS 2 AND 4.
4. INSTALL ROOTWADS PERPENDICULAR TO THE FLOW AS SHOWN IN PLAN VIEW 2.
5. INSTALL BRUSH MATERIAL INCLUDING BRANCHES, LOGS,
AND BRUSH, OF AT LEAST 1 "IN DIAMETER. LARGE AND SMALL MATERIALS SHALL
BE MIXED, PLACED IN LAYERS NO MORE THAN 1 FOOT DEEP, COVERED IN A THIN
LAYER OF ONSITE ALLUVIUM, AND COMPACTED BEFORE PLACING THE NEXT
LAYER OF TOEWOOD MATERIAL. CONTINUE PLACING MATERIALS TO FORM A
DENSE LAYER OF WOODY MATERIALS AND ONSITE ALLUVIUM TO THE DEPTH
AND ELEVATIONS SPECIFIED (PLAN VIEW 3).
6. PLACE AN UNCONSOLIDATED LAYER OF SOIL AND COBBLE ON TOP OF BRUSH
LAYER.
7. INSTALL LIVE CUTTINGS AT LEAST 5 FEET IN LENGTH.
8. CONSTRUCT GEOLIFTS OR PLACE TRANSPLANTS AS SPECIFIED OR DIRECTED
BY THE ENGINEER) TO REBUILD THE STREAMBANK ABOVE THE TOEWOOD LAYER.
9. ROOTWADS CAN BE REPLACED WITH LARGER LOGS TO FORM THE BRUSH
FOUNDATION PER THE DIRECTION OF THE ENGINEER.
10. FOUNDATION CAN BE BUILT OUT OF CLASS B STONE IN LIEU OF BRUSH OR LOG
MATERIAL. PER THE DIRECTION OF THE ENGINEER.
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

SMALL ANCHORS ON
2'CENTERS
KCi]LI
1. IN AREAS TO BE MATTED, ALL SEEDING, SOIL
AMENDMENTS, AND SOIL PREPARATION MUST BE
COMPLETED PRIOR TO PLACEMENT OF COIR
FIBER MATTING.
2. MATTING SHALL EXTEND TO THE TOP OF THE BANK.
DIBBLE PLANTING METHOD
USING THE KBC PLANTING BAR
CH
7
PLANTING NOTES'
I�il= III=lil=lil
Hill I=ITI I T I=IT I=I I
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11=l I I= I mil%1111��
T�I T III=I=III=IT
I i I=II� iIT
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Imil=l
T =I IICTI-I
r� i I=I i I -I i I=ITI=ITI
T III-
I i I=ITI=III-I I T I=ITI
I=I I=ITI- -ITI=I T �I I
I T I_I T I=ITI-ITI=ITI=I I I
-III-III-III=III=
- I = �I I =III=I I
=I I=I =III=III=
PLANTING BAG
� =III=III=III=III
III=III=III= � =III
III=III=III=III=III=
II
1. INSERT PLANTING BAR AS
SHOWN AND PULL HANDLE
2. REMOVE PLANTING BAR AND
3. INSERT PLANTING BAR 2 INCHES
DURING PLANTING, SEEDLINGS SHALL
BE KEPT IN A MOIST CANVAS BAG OR
TOWARD PLANTER.
PLACESEEDING AT CORRECT
DEPTH.
TOWARD PLANTER FROM SEEDING.
SIMILAR CONTAINER TO PREVENT
THE ROOT SYSTEMS FROM DRYING.
f
f
KBC PLANTING BAR
y
PLANTING BAR SHALL HAVE A BLADE
WITH ATRIANGULAR CROSS SECTION,
AND SHALL BE 12 INCHES LONG,
41NCHES WIDE AND 1 INCH THICK
jll= _
=III =III -III
AT CENTER.
ROOT PRUNING
4. PULL HANDLE OF BAR TOWARD
PLANTER, FIRMING SOIL AT
S. PUSH HANDLE FORWARD
FIRMING SOIL AT TOP.
6. LEAVE COMPATION HOLE
OPEN. WATER THOROUGHLY.
ALL SEEDLINGS SHALL BE ROOT PRUNED,
IF NECESSARY, SO THAT NO ROOTS
BOTTOM.
EXTEND MORE THAN 10 INCHES BELOW
THE ROOT COLLAR.
COIR FIBER
MATTING
ANCHORS ON-
2' - 3' CENTERS
STREAM BED
BACKFILL WITH �
STREAMBED MATERIAL
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
MATTING
IN TRENCH
SMALL ANCHOR TRENCH
ON VCENTERS
ANCHOR OVERLAP
ON VCENTERS
-►{ j►- 12" OVERLAY(MIN)
PLAN VIEW
]all -24"
F (TYP)
BACKFILL
COIR FIBER MATTING
LARGE
ANCHORSON
3'CENTERS ALONG CENTER
LARGE
ANCHORSON
2' CENTERS ALONG TOE
FLOODPLAIN/
EXISTING
GROUND
L- 6" MIN
MATTING PLACEMENT
SMALLANCHORS ON
ZMATTING
a V CENTERS
IN TRENCH
SEE PLAN VIEW SHEET FOR MATTING LOCATIONS
SHALL BE
TYPICAL MATTING PLAN VIEW
PLACED IN TRENCH,
BACKFILLED, AND COMPACTED
6" BURIED BELOW STREAMBED
TYPICAL CROSS SECTION
PREPARED FOR:
Ko
RFSOU F
INSTITUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
■ RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO.
ASH0008 2E
DETAILS
ANCHOR OPTIONS
LARGEANCHORS
2" X 2" (NOMINAL)
WOODEN STAKE
1
1.5 INCH
f
ROFING
22Lt
SMALLANCHORS
WOODEN STAKE
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

GRAVEL CONSTRUCTION ENTRANCE
NOTES:
1. PROVIDE TURNING RADIUS SUFFICIENTTO ACCOMMODATE EXPECTED EQUIPMENT.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION BY ALL CONSTRUCTION VEHICLES.
3. PLACE FILTER FABRIC FOR DRAINAGE BENEATH STONE.
4. MUST BE MAINTAINED IN THE CONDITION WHICH WILL PREVENT TRACKING OR DIRECT MUD INTO STREETS.
5. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE CLEANED UP IMMEDIATELY.
6. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
PROVIDE FREQUENT CHECKS TO THE ENTRANCE AND TIMELY MAINTENANCE.
7. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES AS SHOWN ON PLANS, OR AS DIRECTED BY THE ENGINEER.
6. USE CLASS "A" STONE OR OTHER COURSE AGGREGATE APPROVED BY THE ENGINEER.
9. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES LEAVING THE PROJECT SITE FROM BYPASSING CONSTRUCTION ENTRANCES.
NOTES:
1. USE SILT FENCE A MINIMUM OF 36" IN WIDTH AND FASTEN
ADEQUATELY TO THE STEEL POSTS.
2. PROVIDE 5' STEEL POST OF THE SELF -FASTENER ANGLE STEEL TYPE.
3. REMOVE ONCE AREA IS STABLE.
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
PREPARED FOR:
Ko
RFSOU F
INSTITUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
TEMPORARY SILT FENCE
GEOTEXTILE FABRIC
COMPACTED FI
EXTENSION OF GEOTEXTILE
FABRIC INTO TRENCH
6' MAXIMUM
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
R E TOR ATroN
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO.
ASH0008 2F
DETAILS
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
PREPARED FOR:
Ko
RFSOU F
INSTITUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
STRUCTURE TABLES
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
R E TOR ATroN
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO.
ASH0008
TABLES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
PREPARED FOR:
Ko
RFSOU F
INSTITUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
STRUCTURE TABLES
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
R E TOR ATroN
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO.
ASH0008 3A
TABLES
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

Common Name Scientific Name Rate DatesCereal Rye GrainSecale cereale130 LBS/ACRE September to MarchBrowntop MilletUrochloa ramosa40 LBS/ACRE April to AugustThe following table lists temporary seed mix for the project site. All disturbed areas will be stabilized using mulch and temporary seed.Temporary SeedCommon Name Scientific NamePercent of MixtureSeeding Density (lbs/acre)Wetness ToleranceVirginia WildryeElymus virginicus20% 3.00 FACWAutumn bentgrassAgrostis perennans15% 2.25 FACWSwitchgrassPanicum virgatum15% 2.25 FACBlack-Eyed SusanRdubeckia hirta10% 1.50 FACULance-Leaved Tick SeedCoreopsis lanceolata10% 1.50 FACUBig Blue StemAndropogon gerardii10% 1.50 FACEastern Gamma GrassTripsacum dactyloides5% 0.75 FACWLittle Blue StemSchizachyrium scoparium5% 0.75 FACUSoft RushJuncus effusus5% 0.75 FACWYellow Indian GrassSorghastrum nutans5% 0.75 FACUTotal 100%Permanent seed mixtures for the project site shall be planted throughout the floodplain and riparian buffer areas. Permanent seed mixtures shall be applied with temporary seed, as defined in the construction specifications.Floodplain Buffer AreasPermanent Riparian Seed Common Name Scientific NamePercentage of TotalWetness ToleranceElderberrySambucus canadensis10% FACWSilky DogwoodCornus amonum40% FACWSilky WillowSalix sericea30% OBLBlack WillowSalix nigra20% OBLTotal 100%Live staking will be applied to all restored streambanks following the details in the plan set and according to the construction specifications.Live StakesCommon Name Scientific NamePercent Planted by SpeciesWetness ToleranceRiver BirchBetula nigra20% FACWSycamorePlatanus occidentalis25% FACWWater OakQuercus nigra10% FACAmerican ElmUlmus americana10% FACWPersimmonDiospryos virginiana10% FACWillow OakQuercus phellos25% FACTree Total 100%Tag AlderAlnus serrulata20% FACWSpicebushLindera benzoin25% FACWRedbudCercis canadensis20% FACUElderberrySambucus canadensis15% FACSilky DogwoodCornus amomum20% FACWTree Total 100%Trees and ShrubsThe following table lists bare-root vegetation selection for the project site. Species shall be planted at a density of 702 stems per acre. Total planting area is approximately 4.12 acres. Exact placement of species will be determined prior to site planting. Trees (75%) Planted 9' X 9' Spacing – 538 Trees/ AcreShrubs (25%) Planted 16' X 16' Spacing - 164 Shrubs/ Acre
�/�/I \
'NA
\\
TIE VANE INTO EXISTING ROCK OUTCROP.
THIS VANE TO BE 60' LONG AND BUILT TO 3/4 BANKFULL.
ALL OTHERS TO BE 54' LONG AND BUILT TO 1 /2 BANKFULL.
7
�x�
BEGIN CONSTRUCTION
z o STA. 10+00
o1,3*00
jjia�9`<<n
1
/ a )/
az
CL
i
Y NOTES:
z 1. GEOLIFTS WITH STONE FOUNDATIONS AND TOEWOOD CAN BE USED INTERCHANGEABLY DEPENDING ON THE AVAILABILITY OF ON -SITE WOOD MATERIAL.
g 2. LOG VANES AND ROCK VANES CAN BE USED INTERCHANGEABLY DEPENDING ON THE AVAILABILITY OF ON -SITE WOOD MATERIAL
a 3. ALL STREAM BANKS AND TERRACE SLOPES THAT HAVE BEEN DISTURBED SHALL BE MULCHED, MATTED, AND LIVE STAKED. TERRACE SLOPES CAN BE
o PLANTED WITH BARE ROOTS AT THE DIRECTION OF THE ENGINEER.
4. REMOVE AND DISPOSE OF ALL DEBRIS ENCOUNTERED WITHIN CONSTRUCTION AREA.
5. REMOVE AND DISPOSE OF ALL OVERHANGING TREES AND TREES THAT HAVE FALLEN INTO THE RIVER WITHIN THE CONSTRUCTION AREA.
6. ALL CLEARED AREAS AND BANKFULL BENCHES SHALL BE PLANTED WITH BARE ROOTS.
j 7. TRANSPLANT ALL TRANSPLANTABLE VEGETATION.
8. AREAS OF BENCHING: CONTRACTOR WILL EXCAVATE THE TOPSOIL, STOCKPILE IT, AND THEN ADD THE TOPSOIL AS TOP LAYER OF BENCH TO A DEPTH
F OF AT LEAST 8 INCHES.
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
z�N oo
ID ���L�
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PREPARED FOR:
to
P,FWUPCF
IN.MTUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
PROJECT # SHEET NO.
ASH0008 4
PLAN
BEGIN GEOLIFTADJACENT
TO ROCK OUTCROP
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
• 9 RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
I
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E8 Ob'N
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

PROJECT # SHEET NO.
ASH0008 5
PLAN
//
/ / //�/
BEGIN GEOLIFTADJACENTZLL1L��
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NOTES:
1. GEOLIFTS WITH STONE FOUNDATIONS AND TOEWOOD CAN BE USED INTERCHANGEABLY DEPENDING ON THE AVAILABILITY OF ON -SITE WOOD MATERIAL. E8 CIVN
2. LOG VANES AND ROCK VANES CAN BE USED INTERCHANGEABLY DEPENDING ON THE AVAILABILITY OF ON -SITE WOOD MATERIAL
3. ALL STREAM BANKS AND TERRACE SLOPES THAT HAVE BEEN DISTURBED SHALL BE MULCHED, MATTED, AND LIVE STAKED. TERRACE SLOPES CAN BE
PLANTED WITH BARE ROOTS AT THE DIRECTION OF THE ENGINEER.
4. REMOVE AND DISPOSE OF ALL DEBRIS ENCOUNTERED WITHIN CONSTRUCTION AREA.
5. REMOVE AND DISPOSE OF ALL OVERHANGING TREES AND TREES THAT HAVE FALLEN INTO THE RIVER WITHIN THE CONSTRUCTION AREA. 20 10 0 20 40
6. ALL CLEARED AREAS AND BANKFULL BENCHES SHALL BE PLANTED WITH BARE ROOTS.
7. TRANSPLANT ALL TRANSPLANTABLE VEGETATION.
8. AREAS OF BENCHING: CONTRACTOR WILL EXCAVATE THE TOPSOIL, STOCKPILE IT, AND THEN ADD THE TOPSOIL AS TOP LAYER OF BENCH TO A DEPTH SCALE (FT)
OF AT LEAST 8 INCHES.
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
PREPARED FOR:
to
P,FWUPCF
IN.MTUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
• 9 RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

PROJECT # SHEET NO.
ASH0008 6
PLAN
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NOTES:
ON THE AVAILABILITY OF ON -SITE WOOD MATERIAL. 1. GEOLIFTS WITH STONE FOUNDATIONS AND TOEWOOD CAN BE USED INTERCHANGEABLY DEPENDING
�g'Paved Roadway
g
2. LOG VANES AND ROCK VANES CAN BE USED INTERCHANGEABLY DEPENDING ON THE AVAILABILITY OF ON -SITE WOOD MATERIAL
a
3. ALL STREAM BANKS AND TERRACE SLOPES THAT HAVE BEEN DISTURBED SHALL BE MULCHED, MATTED, AND LIVE STAKED. TERRACE SLOPES CAN BE
�&
�bti
o
PLANTED WITH BARE ROOTS AT THE DIRECTION OF THE ENGINEER.
4. REMOVE AND DISPOSE OF ALL DEBRIS ENCOUNTERED WITHIN CONSTRUCTION AREA.
5. REMOVE AND DISPOSE OF ALL OVERHANGING TREES AND TREES THAT HAVE FALLEN INTO THE RIVER WITHIN THE CONSTRUCTION AREA.
20 10 0 20 40
6. ALL CLEARED AREAS AND BANKFULL BENCHES SHALL BE PLANTED WITH BARE ROOTS.
7. TRANSPLANT ALL TRANSPLANTABLE VEGETATION.
8. AREAS OF BENCHING: CONTRACTOR WILL EXCAVATE THE TOPSOIL, STOCKPILE IT, AND THEN ADD THE TOPSOIL AS TOP LAYER OF BENCH TO A DEPTH
SCALE (FT)
F
OF AT LEAST 8 INCHES.
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
PREPARED FOR:
to
P,FWUPCF
IN.MTUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANNING &
• 9 RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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NOTES:
1. GEOLIFTS WITH STONE FOUNDATIONS AND TOEWOOD CAN BE USED INTERCHANGEABLY DEPENDING ON THE AVAILABILITY OF ON -SITE WOOD MATERIAL.
2. LOG VANES AND ROCK VANES CAN BE USED INTERCHANGEABLY DEPENDING ON THE AVAILABILITY OF ON -SITE WOOD MATERIAL
3. ALL STREAM BANKS AND TERRACE SLOPES THAT HAVE BEEN DISTURBED SHALL BE MULCHED, MATTED, AND LIVE STAKED. TERRACE SLOPES CAN BE
PLANTED WITH BARE ROOTS AT THE DIRECTION OF THE ENGINEER.
4. REMOVE AND DISPOSE OF ALL DEBRIS ENCOUNTERED WITHIN CONSTRUCTION AREA.
5. REMOVE AND DISPOSE OF ALL OVERHANGING TREES AND TREES THAT HAVE FALLEN INTO THE RIVER WITHIN THE CONSTRUCTION AREA.
6. ALL CLEARED AREAS AND BANKFULL BENCHES SHALL BE PLANTED WITH BARE ROOTS.
7. TRANSPLANT ALL TRANSPLANTABLE VEGETATION.
8. AREAS OF BENCHING: CONTRACTOR WILL EXCAVATE THE TOPSOIL, STOCKPILE IT, AND THEN ADD THE TOPSOIL AS TOP LAYER OF BENCH TO A DEPTH
OF AT LEAST 8 INCHES.
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
PREPARED FOR:
to
P,FWUPCF
IN.MTUTE
2631 REYNOLDA RD, SUITE A,
WINSTON-SALEM, NC 27106
[phone]
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
a
PREPARED IN THE OFFICE OF:
r9
ECOSYSTEM
PLANNING&
• RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO.
ASH0008 O
PLAN
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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BEGIN CONSTRUCTION
STA.10+00
/ 05
Y
z
0
RIPARIAN PLANTING
D
a
U
rc
LIVESTAKES
J
W
REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
c—
PREPARED FOR:
Ko
"LrF
INMTUTF
2631 REYNOLDA RD, SUITE A,
WINSTONSALEM, NC 27106
(336) 7500522
His
/-ALL OTH RS TO BE 54O NG e�nD BUOjLT7()�, CROP
� nr
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANKING $c
. a RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO.
ASH0008 9
VEGETATION
PLAN
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40 20 O 40 80
SCALE, (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION

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REVISIONS
NO.
DESCRIPTION
ENGR.
APPROV
DATE
1
ISSUED FOR PERMITTING
JB
KLT
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PREPARED FOR:
Ko
ULrF
INMTUTF
2631 REYNOLDA RD, SUITE A,
WINSTONSALEM, NC 27106
(336) 7500522
BEGIN CONSTRUCTION
STA.10+00
KAPPS MILL
STREAM RESTORATION PROJECT
SURRY COUNTY, NC
PREPARED IN THE OFFICE OF:
ECOSYSTEM
PLANKING &
. 1p RESTORATION
1 150 SE MAYNARD RD, SUITE 140
RALEIGH, NC 2751 1
LICENSE # P-1 182
PROJECT # SHEET NO.
ASH0008 10
VEGETATION
PLAN
Oby
40 • • 4• &•
SCALE (FT)
PROJECT ENGINEER
PROGRESS DRAWING
FOR REVIEW PURPOSES ONLY
DO NOT USE FOR CONSTRUCTION