20200956 Ver 1_401 Application_20200724

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200956
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:
Phillips Stream Restoration
1a. Who is the Primary Contact?*
Derek Goddard
1b. Primary Contact Email:*
[e-mail]
Date Submitted
7/24/2020
Nearest Body of Water
East Fork of Grassy Creek
Basin
French Broad
Water Classification
C;Tr
Site Coordinates
Latitude:
35.874333
A. Processing Information
County (or Counties) where the project is located:
Mitchell
Is this a NCDMS Project
r Yes r No
Longitude:
-82.052181
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Amy Annino:eads\amannino
1c. Primary Contact Phone:*
[phone]
'u
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
27 - Restoration
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F- 401 Water Quality Certification - 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 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:
Thomas and Donna Phillips
2b. Deed book and page no.:
472/282
2c. Responsible party:
2d.Address
Street Address
13528 Hwy 226 S
Address Line 2
City
Spruce Pine
Postal / Zip Code
28777
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rovince / legion
NC
Country
us
2f. Fax Number:
r Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name:
Derek Goddard
4b. Business Name:
BREC
4c.Address
Street Address
1520 MeadowviewDrive
Address Line 2
City
Wilkesboro
Postal / Zip Code
28697
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
SIGNED_AGENT_AUTHORIZATION. pdf
State / Province / F bgion
NC
Country
US
4e. Fax Number:
40.16KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(if appropriate)
1c. Nearest municipality/ town:
Spruce Pine
2. Project Identification
2a. Property Identification Number:
0798-00-47-8124 and 0798-00-56-6972 and
0798-00-58-0009
2c. Project Address
Street Address
13528 Hwy 226 S
Address Line 2
City
Spruce Pine
Postal / Zip Code
28777
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
East Fork of Grassy Creek
3b. Water Resources Classification of nearest receiving water:*
C;Tr
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.
060101080104
4. Project Description and History
2b. Property size:
86.019
State / Province / Pegion
NC
Country
US
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site is rural agricultural in nature with sparse residential development and some timber/forest land.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
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)
USGS.pdf 1.11 MB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)

SOILS_MAP.pdf
596.37KB
4f. List the total estimated acreage of all existing wetlands on the property:
1.24
4g. List the total estimated linear feet of all existing streams on the property:
1988
4h. Explain the purpose of the proposed project:*
Aquatic Habitat Restoration, Water Quality Improvement, Erosion Reduction, Bank Stabilization
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project will restore East Fork Grassy Creek using natural channel design techniques, establish a riparian buffer, exclude livestock from the stream. The project will utilize a late
model leak free excavator.
4j. Please upload project drawings for the proposed project.
PHILLIPS_STREAM.pdf 10.2MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor 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): Derek Goddard
Agency/Consultant Company: BREC
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?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
W Wetlands W Streams -tributaries r Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W.*
2d. W. name *
2e. Forested *
2f. Type of
Jurisdicition*(?)
2g. Impact
area*
stream construction
T
Hardwood Forest
ff.
1
�
Both
0.035
(acres)
stream construction
T
mland Hardwood Forest
ff
2
Both
0.046
(acres)
stream construction
T
ffmland Hardwood Forest
3
��Both
J0.010
(acres)
stream construction
T
ffmiand Hardwood Forest
4
��Both
]0.041
(acres)
stream construction
T
mland Hardwood Forest
ff
5
�N.
Both
0.013
(acres)

construction T Bottomland Hardwood Forest 6 No Both 0.023
(acres)
2g. Total Temporary Wetland Impact
0.168
2g. Total Wetland Impact
0.168
2h. Comments:
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.000
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
❑
(?) 11
Jurisdiction*
length*
S1
Restoration
Permanent
Bank Stabilization
East Grass Creek
Y
Perennial
Both
6
1,708
Average (feet)
(lir�rfeet)
$2
Pump Around
Temporary
Bank Stabilization
East Grassy Creek
Perennial
Both
10
Average (feet)
(lir�rfeet)
S3
Pump Around
Temporary
Bank Stabilization
East Grassy Creek
Perennial
Both
10
Average (feet)
(lir�rfeet)
Pump Around
Temporary
Bank Stabilization 2ast
Grassy Creek
Perennial
Both
10
Average (feet)
(linearfeet)
S5
Pump Around
Temporary
Bank Stabilization J
East Grassy Creek
Perennial
Both
6
10
Average (feet)
(linearfeel)
S6
Pump Around
Temporary
Bank Stabilization
UT to Grassy Creek
Perennial
Both
3
10
Average (feet)
(linearfeet)
S7
Restoration
Permanent
Bank Stabilization :]ffto
Grass Creek
Y
Perennial
Both
3
30
Average (feet)
(lir�rfeet)
Sg
Pump Around
Temporary
Bank Stabilization J
UT to Grassy Creek
Perennial
Both
3
10
Average (feet)
(linearfeet)
31. Total jurisdictional ditch impact in square feet:
0
31. Total permanent stream impacts:
1,738
31. Total stream and ditch impacts:
91
3j. Comments:
E. Impact Justification and Mitigation
1. Avoidance and Minimization
31. Total temporary stream impacts:
60
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
This impact is the only practical alternative to re-establish a stream side buffer and repair the stream from livestock damage.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Work will be conducted in the dry.
Stringent erosion control standards for sensitive water sheds will be adhered too. This site will be stabilized prior to major rainfalls.
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:
F. Stormwater Management and Diffuse Flow Plan (required by DWR) u
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:
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
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
Comments:*
NRCS-USDA Project
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.
The project is a restoration project
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r- Yes r No r- 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
What Federal Agency is involved?
USDA-NRCS
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
r' Unknown
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?
USFWS.gov
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?*
C Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
USFWS.gov
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NCSHPO website
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
8b. If yes, explain how project meets FEMA requirements:
A floodplain development permit Wil be procured if required from Mitchell county.
8c. What source(s) did you use to make the floodplain determination?*
ncfloodplain maps
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature u
*
rJ By checking the box and signing below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Derek S. Goddard
Signature
0/1W4516FAewl?�w
Date
7/24/2020

GENT AUTHORIZATION FORM
Property Legal Description
IN: olg6-00-41-612y °01C!6007 6(aOAI2 6alg0.00.55a000q
Address:
Property Owner : Tommy Phillips
The undersigned, registered property owners of the above noted property, do hereby authorize
Derek Goddard , of - BREC, PA
(Agent) (Name of consulting firm)
of
(Agent)
(Name of consulting firm)
to act on my behalf and take all actions necessary for the processing ,issuance and acceptance
of this permit or certification and all standard and special conditions attached. In addition I
hereby authorize BREC & it's staff and the At 41� to have full access to my USDA &
NC Ag Cost Share Applications, Files & Documents.
Property Owner Street Address (if different than property above):
13528 Hwy 226 South
Spruce Pine, NC 28777
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
c
Authorized Sign ture- Print and Si

PROPERTY
LOCATION
Soil Map—Mitchell County, North Carolina
(Tommy Phillips)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/17/2020
Page 1 of 339703003970400397050039706003970700397080039709003971000397020039703003970400397050039706003970700397080039709003971000404200404300404400404500404600404700404800404900405000405100405200405300
404200 404300 404400 404500 404600 404700 404800 404900 405000 405100 405200 405300
35° 52' 43'' N 82° 3' 44'' W35° 52' 43'' N82° 2' 53'' W35° 52' 17'' N
82° 3' 44'' W35° 52' 17'' N
82° 2' 53'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 250 500 1000 1500
Feet
0 50 100 200 300
Meters
Map Scale: 1:5,860 if printed on A landscape (11" x 8.5") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
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
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Mitchell County, North Carolina
Survey Area Data: Version 13, 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: Dec 2, 2010—Nov 9,
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.
Soil Map—Mitchell County, North Carolina
(Tommy Phillips)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/17/2020
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
BdA Bandana sandy loam, 0 to 3
percent slopes, occasionally
flooded
21.6 13.8%
CeE Chandler-Micaville complex,
30 to 50 percent slopes,
stony
2.5 1.6%
CeF Chandler-Micaville complex,
50 to 95 percent slopes,
stony
1.9 1.2%
DoB Dillsboro clay loam, 2 to 8
percent slopes
6.7 4.3%
FeC2 Fannin sandy clay loam, 8 to
15 percent slopes, eroded
3.4 2.2%
FeD2 Fannin sandy clay loam, 15 to
30 percent slopes, eroded
0.9 0.6%
FeE2 Fannin sandy clay loam, 30 to
50 percent slopes, eroded
5.5 3.5%
RoA Rosman fine sandy loam, 0 to
3 percent slopes,
occasionally flooded
13.5 8.6%
ScC Saunook silt loam, 8 to 15
percent slopes, stony
22.5 14.3%
SdD Saunook-Thunder complex, 15
to 30 percent slopes, stony
6.8 4.3%
Ud Udorthents, loamy 0.3 0.2%
W Water 0.2 0.1%
WgC Watauga sandy loam, 8 to 15
percent slopes, stony
34.0 21.7%
WgD Watauga sandy loam, 15 to 30
percent slopes, stony
29.9 19.1%
WgE Watauga sandy loam, 30 to 50
percent slopes, stony
7.4 4.7%
Totals for Area of Interest 157.1 100.0%
Soil Map—Mitchell County, North Carolina Tommy Phillips
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/17/2020
Page 3 of 3
PHILLIPS STREAM RESTORATIONEAST FORK GRASSY CREEKVICINITY MAP (NTS)NORTH CAROLINA COUNTY MAP(MITCHELL COUNTY)JUSTIN C. CHURCH, PETSP 11-7806CITY/TOWN: SPRUCE PINE, NC SITE COORDINATES: LATITUDE = 35.874756° N LONGITUDE = -82.051446° WUSGS MAP (NTS)1:24,000 (LITTLE SWITZERLAND QUAD)SHEET INDEXC000 COVER SHEETC100 OVERALL PLANC101 PLAN & PROFILEC102 PLAN & PROFILEC103 PLAN & PROFILEC104 PLAN & PROFILEC105 PLAN & PROFILEC106 PLAN & PROFILEC107 PLAN & PROFILEC108 TABLES & SECTIONSC109 WATERS OF THE USC110 IMPACT TABLEC111 USGS MAPC900 DETAILSC901 DETAILSC902 DETAILSC903 DETAILSC904 DETAILSENGINEER:BREC, PA1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697LICENSE # C-3448TOPOGRAPHIC SURVEY:BLUE RIDGE GEOMATICS, PA1520 MEADOWVIEW DRIVE 220 WILKESBORO, NC 28697LICENSE: C-3576PROPERTY ADDRESS:226 HWY SOUTHSPRUCE PINE, NC 28777PARCEL ID: 0798-00-47-8124USDA - NRCS NUMBEREQUP 2014 7445321812I© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SETbrec.biz126 EXECUTIVE DRIVE - SUITE 220WILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
COVER SHEET
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCHNTSC00007/24/2020*SITETO GRASSY CREEKNC HIGHWAY 226OLD NC HWY 226TOM BELL RD.TO MARIONSTREAM IMPACT TABLE (NATIONWIDE 27)IMPACTNUMBERTYPE OF IMPACTTEMPORARY/PERMANENTLENGTH(LF)#1RESTORATIONPERMANENT1,708#2PUMP AROUNDTEMPORARY10#3PUMP AROUNDTEMPORARY10#4PUMP AROUNDTEMPORARY10#5PUMP AROUNDTEMPORARY10#6PUMP AROUNDTEMPORARY10#7RESTORATION - UT #1PERMANENT30#8PUMP AROUNDTEMPORARY10TOTAL1,798WETLAND IMPACT TABLE (NATIONWIDE 27)IMPACTNUMBERTYPE OF IMPACTTEMPORARY/PERMANENTACREAGE#1STREAM CONSTRUCTIONTEMPORARY0.035#2STREAM CONSTRUCTIONTEMPORARY0.046#3STREAM CONSTRUCTIONTEMPORARY0.010#4STREAM CONSTRUCTIONTEMPORARY0.041#5STREAM CONSTRUCTIONTEMPORARY0.013#6STREAM CONSTRUCTIONTEMPORARY0.023TOTAL0.168
xxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxST
ST STSTSTSTSTST
x PPPPPPPPPPPPPPPPPPPPPN.C HIGHWAY 226OWNER: THOMAS H &DONNA C T PHILIPSPARCEL: 0798-00-47-8124LOT SIZE: 86.09 ACRESCURRENT USE: RESIDENTIALDEED BOOK/PAGE: 472/282OWNER: THOMAS H PHILLIPSREVOCABLE TRUSTPARCEL: 0798-00-56-6972LOT SIZE: 5 ACRESCURRENT USE: RESIDENTIALDEED BOOK/PAGE: 519/346OWNER: CHARLES &MADONNA BUCHANANPARCEL: 0798-00-66-4387LOT SIZE: 2.09 ACRESCURRENT USE: RESIDENTIALDEED BOOK/PAGE: 544/943OWNER: THOMAS H &DONNA C T PHILIPSPARCEL: 0798-00-47-8124LOT SIZE: 86.09 ACRESCURRENT USE: RESIDENTIALDEED BOOK/PAGE: 472/282C101C102C103C104C105C106C107EAST FORK GRASSY CREEKCLASS C;TrUT #1 TO EAST FORKGRASSY CREEK© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
OVERALL PLAN
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCH1" = 120'12012060240C10007/24/2020NOTES1.ALL STREAMS WILL BE EXCLUDED FROMLIVESTOCK WITH FENCING.2.BUFFER WIDTHS ARE MIN. 10' UP TO 25'.STRUCTURE LEGENDSINGLE DROPJ-HOOKSEE DET. 1-2/C902SINGLE DROPCROSS VANESEE DET. 1-2/C900LEGENDPROPERTY LINEEXISTING CONTOURSPROPOSED CONTOURS100100EXISTING FENCEEXISTING THALWEGPEXISTING OVERHEAD UTILITY LINESEXISTING STORM PIPE
xxxxxxxxxxxxxxxxxxxxxxxxxxSTSTSTSTxxxxPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPINV. 48 CMP=2633.53'INV. 48 CMP=2633.41'INV. 84 CMP=2633.15'UTILITYPOLEBP: 0+00.00PC: 0+17.21PT: 0+26.89EP: 0+48.790+001+002+00BP: 0+00.00PC: 0+26.20 PT: 0+56.54PC: 0+88.16PT: 1
+
3
5
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4
5
PC: 1
+
6
5
.
9
4
PT: 2+15.54
PC: 2+45.2326402640263526352634 EAST FORK GRASSY CREEKCLASS C;TrUT #1WETLAND #2ELEVATIONSTATIONEAST FORK GRASSY CREEK PROFILE25902600261026202630264026502660259026002610262026302640265026600+001+002+002+590+001+002+002+59PC: 0+26.20ELEV: 2633.15PC: 0+88.16
ELEV: 2632.39
PC: 1+65.94
ELEV: 2631.64
PC: 2+45.23
ELEV: 2630.89
PT: 0+56.54ELEV: 2632.75
PT: 1+35.45
ELEV: 2631.99
PT: 2+15.54
ELEV: 2631.24 -0.97%-0.94%-0.93%© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
PLAN & PROFILE
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10107/24/2020
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxSTSTPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPINV. 24" RCP=2632.96'UTILITYPOLEUTILITYPOLEUTILITYPOLEFIREHYD.3+004+005+00PT: 2+95.24PC: 3+25.25
PT: 3+75.25
PC: 4+05.25
PT: 4+55.25
PC: 4+89.94 CONTRACTOR TOREMOVED/RELOCATEDEXISTING UTILITY POLEAND TO COORDINATEWITH UTILITY PROVIDEREAST FORK GRASSY CREEKCLASS C;TrCONTRACTOR TOREMOVE/RELOCATEEXISTING UTILITY POLEAND TO COORDINATEWITH UTILITY PROVIDERWETLAND #2ELEVATIONSTATIONEAST FORK GRASSY CREEK PROFILE25902600261026202630264026502660259026002610262026302640265026602+593+004+005+005+182+593+004+005+005+18PT: 2+95.24ELEV: 2630.49PC: 3+25.25ELEV: 2630.15
PT: 3+75.25
ELEV: 2629.75
PC: 4+05.25
ELEV: 2629.40
PT: 4+55.25
ELEV: 2629.00
PC: 4+89.94
ELEV: 2628.61 -0.93%-0.93%-1.00%© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
PLAN & PROFILE
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10207/24/2020
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxSTSTSTSTPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPUTILITYPOLE6+007+00PT: 5+35.12PC: 5+63.72
PT: 6+16.20
PC: 6+47.44
PT: 6+97.1
3
PC: 7+02
.
1
2
PT: 7+52.85
PC: 7+57.85 EAST FORK GRASSY CREEKCLASS C;TrWETLAND #2WETLAND #3ELEVATIONSTATIONEAST FORK GRASSY CREEK PROFILE25902600261026202630264026502660259026002610262026302640265026605+186+007+007+775+186+007+007+77PC: 5+63.72ELEV: 2627.88
PC: 6+47.44
ELEV: 2627.12
PC: 7+02.12ELEV: 2626.66PC: 7+57.85ELEV: 2626.20PT: 5+35.12ELEV: 2628.21
PT: 6+16.20
ELEV: 2627.47
PT: 6+97.13
ELEV: 2626.72
PT: 7+52.85
ELEV: 2626.26 -0.90%-0.94%-0.82%© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
PLAN & PROFILE
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10307/24/2020
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxPPPPPPPPPPPPPPPPPPPPINV. 15" CMP=2627.38'UTILITYPOLE8+009+0010+00PT: 8+07.85PC: 8+39.46
PT: 8+83.5
7
PC: 9+14.01
PT: 9+64.01
PC: 9+94.01 EAST FORK GRASSY CREEKCLASS C;TrWETLAND #5
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#
6 ELEVATIONSTATIONEAST FORK GRASSY CREEK PROFILE25902600261026202630264026502660259026002610262026302640265026607+778+009+0010+0010+367+778+009+0010+0010+36PT: 8+07.85ELEV: 2625.80PC: 8+39.46ELEV: 2625.44
PT: 8+83.57
ELEV: 2625.04
PC: 9+14.01
ELEV: 2624.69
PT: 9+64.01
ELEV: 2624.29
PC: 9+94.01
ELEV: 2623.94 -0.83%-1.01%-0.93%-0.93%© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
PLAN & PROFILE
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10407/24/2020
xxxxxxxxxxxxxxxxxxx
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xxxxxxxxxSTSTSTSTSTSTSTSTSTSTSTSTSTPPPPPPPPPPPPPINV. 24" RCP=2630.53'INV. 6" PLASTIC=2622.44'INV. 15" CMP=2622.41'INV. 6" PLASTIC=2622.33'BRIDGE11+0012+0013+00PT: 10+44.32PC: 10+74.21
PT: 11+
2
4
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1
5
PC: 11+
5
4
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0
9
PT: 12+0
5
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1
4
PC: 12+3
6
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1
1
PT: 12+8
6
.
1
1 26262630263526252622EAST FORK GRASSY CREEKCLASS C;TrWETLAND #7ELEVATIONSTATIONEAST FORK GRASSY CREEK PROFILE259026002610262026302640265026602590260026102620263026402650266010+3611+0012+0012+9510+3611+0012+0012+95PC: 10+74.21ELEV: 2623.20
PC: 11+54.09
ELEV: 2622.46
PC: 12+36.11ELEV: 2621.67PT: 10+44.32ELEV: 2623.54PT: 11+24.15
ELEV: 2622.80
PT: 12+05.14
ELEV: 2622.06
PT: 12+86.11
ELEV: 2621.28 -0.93%-0.91%-0.96%© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
PLAN & PROFILE
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10507/24/2020
xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxSTSTINV. 15" CMPFIREHYD.13+0014+0015+00PC: 13+16.15PT: 13+66.15
PC: 13+96.15
PT: 14+46.15
PC: 14+76.15
PT: 15+26.152630 EAST FORK GRASSY CREEKCLASS C;TrELEVATIONSTATIONEAST FORK GRASSY CREEK PROFILE259026002610262026302640265026602590260026102620263026402650266012+9513+0014+0015+0015+5412+9513+0014+0015+0015+54PC: 13+16.15ELEV: 2620.81PT: 13+66.15ELEV: 2620.41
PC: 13+96.15
ELEV: 2619.94
PT: 14+46.15
ELEV: 2619.54
PC: 14+76.15
ELEV: 2619.08
PT: 15+26.15
ELEV: 2618.68 -1.09%-1.08%-1.08%© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
PLAN & PROFILE
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10607/24/2020
xxxxxxxxxxxxxxxxxxxxxxxxxx15+0016+0017+0017+08PT: 15+26.15PC: 15+56.15
PT: 16+06.15
PC: 16+36.15
PT: 16+86.15
EP: 17+08.22 EAST FORK GRASSY CREEKCLASS C;TrEXISTING STRUCTUREELEVATIONSTATIONEAST FORK GRASSY CREEK PROFILE259026002610262026302640265026602590260026102620263026402650266015+5416+0017+0017+0815+5416+0017+0017+08PC: 15+56.15ELEV: 2618.21
PT: 16+06.15
ELEV: 2617.81
PC: 16+36.15
ELEV: 2617.34
PT: 16+86.15
ELEV: 2616.94 -1.08%© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
PLAN & PROFILE
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCH1" = 20'1" = 20'20201040C10707/24/2020
ELEVATIONSTATIONTYP. RIFFLE PROFILE-10010-10010-0+200+000+20-0+200+000+2021' BANKFULL2'10'2:1 SLOPE2:1
SLOPEVARIESVARIES28' FLOODPLAINELEVATIONSTATIONTYP. POOL PROFILE-10010-10010-0+200+000+20-0+200+000+2021' BANKFULL5'2:1 SLOPE2:1
SLOPEVARIES28' FLOODPLAINVARIES© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
TABLES AND SECTIONS
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCHNTSC10807/24/2020
ST
ST STSTSTSTSTST
N.C HIGHWAY 226OWNER: THOMAS H &DONNA C T PHILIPSPARCEL: 0798-00-47-8124LOT SIZE: 86.09 ACRESCURRENT USE: RESIDENTIALDEED BOOK/PAGE: 472/282OWNER: THOMAS H PHILLIPSREVOCABLE TRUSTPARCEL: 0798-00-56-6972LOT SIZE: 5 ACRESCURRENT USE: RESIDENTIALDEED BOOK/PAGE: 519/346OWNER: CHARLES &MADONNA BUCHANANPARCEL: 0798-00-66-4387LOT SIZE: 2.09 ACRESCURRENT USE: RESIDENTIALDEED BOOK/PAGE: 544/943OWNER: THOMAS H &DONNA C T PHILIPSPARCEL: 0798-00-47-8124LOT SIZE: 86.09 ACRESCURRENT USE: RESIDENTIALDEED BOOK/PAGE: 472/282EAST FORK GRASSY CREEKCLASS C;TrWETLAND #1WETLAND #2WETLAND #3WETLAND #5WETLAND #4WETLAND #6WETLAND #71234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950515253UT #1 TO EAST FORKGRASSY CREEK© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
WATERS OF THE US
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCH1" = 120'12012060240C10907/24/2020STREAM TABLENAMELENGTH (FT)EAST FORK GRASSY CREEK1958.00UT #130.00TOTAL1988.00WETLAND TABLENAMEAREA (ACRES)#10.24#20.55#30.11#40.03#50.11#60.04#70.16TOTAL1.24
xxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxST
ST STSTSTSTSTST
x PPPPPPPPPPPPPPPPPPPPPN.C HIGHWAY 226OWNER: THOMAS H &DONNA C T PHILIPSPARCEL: 0798-00-47-8124LOT SIZE: 86.09 ACRESCURRENT USE: RESIDENTIALDEED BOOK/PAGE: 472/282OWNER: THOMAS H PHILLIPSREVOCABLE TRUSTPARCEL: 0798-00-56-6972LOT SIZE: 5 ACRESCURRENT USE: RESIDENTIALDEED BOOK/PAGE: 519/346OWNER: CHARLES &MADONNA BUCHANANPARCEL: 0798-00-66-4387LOT SIZE: 2.09 ACRESCURRENT USE: RESIDENTIALDEED BOOK/PAGE: 544/943OWNER: THOMAS H &DONNA C T PHILIPSPARCEL: 0798-00-47-8124LOT SIZE: 86.09 ACRESCURRENT USE: RESIDENTIALDEED BOOK/PAGE: 472/282EAST FORK GRASSY CREEKCLASS C;TrWETLAND #1WETLAND #2WETLAND #3WETLAND #5WETLAND #4WETLAND #6WETLAND #7UT #1 TO EAST FORKGRASSY CREEKSTREAM IMPACT #730' LF OF RESTORATIONSTREAM IMPACT #11,708' LF OF RESTORATIONSTREAM IMPACT #210' PUMP AROUNDSTREAM IMPACT #310' PUMP AROUNDSTREAM IMPACT #410' PUMP AROUNDSTREAM IMPACT #510' PUMP AROUNDSTREAM IMPACT #610' PUMP AROUNDSTREAM IMPACT #810' PUMP AROUNDWETLAND IMPACT #10.035 ACRES TEMPORARYWETLAND IMPACT #20.046 ACRES TEMPORARYWETLAND IMPACT #30.01 ACRES TEMPORARYWETLAND IMPACT #40.041 ACRES TEMPORARYWETLAND IMPACT #50.013 ACRES TEMPORARYWETLAND IMPACT #60.023 ACRES TEMPORARY© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.0SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
IMPACT MAP
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCH1" = 120'12012060240C11007/24/2020STREAM IMPACT TABLE (NATIONWIDE 27)IMPACTNUMBERTYPE OF IMPACTTEMPORARY/PERMANENTLENGTH(LF)#1RESTORATIONPERMANENT1,708#2PUMP AROUNDTEMPORARY10#3PUMP AROUNDTEMPORARY10#4PUMP AROUNDTEMPORARY10#5PUMP AROUNDTEMPORARY10#6PUMP AROUNDTEMPORARY10#7RESTORATION - UT #1PERMANENT30#8PUMP AROUNDTEMPORARY10TOTAL1,798AVOIDANCE AND MINIMIZATION SPECIAL WORKING CONDITIONS FOR WORKING IN AND AROUNDTEMPORARY WETLAND IMPACTS:1.ALL TEMPORARY WETLAND IMPACT WILL BE RESTORED WITH ERNST SEED MIX #305 ORDESIGNER APPROVED EQUAL.2.NO DITCHING WILL OCCUR.3.MUD/TIMBER MATS WILL BE USED IN TEMPORARY WETLAND IMPACTS.4.RUTS SHALL BE RESTORED TO EXISTING AND ORIGINAL GRADE.5.NO TREE OR SHRUB PLANTING WILL OCCUR IN THE WETLANDS.6.ALL WETLAND TEMPORARY IMPACTS SHALL BE REPAIRED AND RESTORED AT THE END OFEACH WORK DAY. SEE WETLAND REPAIR DETAIL.7.NO WASTE OR SPOIL MATERIAL SHALL BE PLACED IN THE WETLAND.8.SOIL USED TO REPAIR THE WETLAND SHALL BE APPROVED BY THE DESIGNER PRIOR TOUSING. THE SOIL SHALL BE OF SIMILAR WETLAND CHARACTERISTICS AS ADJACENT SOILS.9.ALL EQUIPMENT IN TEMPORARY WETLAND IMPACTS SHALL BE LATE MODEL AND LOWFOOTPRINT WEIGHT CAPACITY.10.NO STOCKPILES SHALL OCCUR IN WETLANDS.11.MACHINES WORKING IN AND AROUND WETLANDS SHALL BE CLEAN OF NOXIOUS ANDINVASIVE SEED BANKS AND DEBRIS.WETLAND IMPACT TABLE (NATIONWIDE 27)IMPACTNUMBERTYPE OF IMPACTTEMPORARY/PERMANENTACREAGE#1STREAM CONSTRUCTIONTEMPORARY0.035#2STREAM CONSTRUCTIONTEMPORARY0.046#3STREAM CONSTRUCTIONTEMPORARY0.010#4STREAM CONSTRUCTIONTEMPORARY0.041#5STREAM CONSTRUCTIONTEMPORARY0.013#6STREAM CONSTRUCTIONTEMPORARY0.023TOTAL0.168
© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS
PHILLIPS STREAM
RESTORATION
USGS MAP
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCHNTSC11107/24/2020
SINGLE STEP ROCK CROSS VANEFLOWSECTION A-ASLOPE OF VANE FROM CENTERLINETOP BANKFULL SHALL BE 2-5%SECTION B-B2-5% VANE SLOPEBANKFULL ELEVATIONCROSS-SECTIONPOOLGENERAL NOTES:1.ALL STONES ARE TO BE STRUCTURE STONE.2.GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERSTOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A ANDSELECT MATERIAL OR CHINKINGSTONE APPROVED BY DESIGNENGINEER, AND LINING WITH FILTER FABRIC.3.DIMENSIONS AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGNENGINEER.4.CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.5.FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE ORSHOT ROCK, CUBICAL OR RECTANGULAR IN NATURE.6.SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARMSHALL BE 2-5%.7.ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS.8.THERE SHALL BE NO DROP GREATER THAN 6 INCHES.9.THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BEEQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP OF THEFOOTER ROCKS DIRECTLY UPSTREAM.10.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THESTRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDERGAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THEFOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALLBE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.ABB
ASCOUR POOLBACKFILL WITHSELECT MATERIALFILTER FABRICBANKFULLSEE NOTE 713 OF PROPOSEDBANKFULL WIDTH20-30 DEGSTREAMBEDELEV.STEP ROCKFILTER FABRICFOOTERSTONEHEADERSTONEFILTER FABRICMAX OF 0.5'STREAMBEDELEV.FOOTER BOULDERSWILL BE PLACED INTOTHE EXISTING SUBSTRATEA MINIMUM OF THE ROCKDIAMETERTOP OF CENTER 13 STONES SETAT ELEVATION SHOWN ONLONGITUDINAL PROFILEBANKFULLELEVATIONNO GAPSBETWEENBOULDERS13 OF PROPOSEDBANKFULL WIDTH13 OF PROPOSEDBANKFULL WIDTH13 OF PROPOSEDBANKFULL WIDTHFOOTER BOULDERSWILL BE PLACED INTOTHE EXISTING SUBTRATE A MINIMUMOF THE BOULDER DIAMETERSTREAMBEDELEVATIONSTREAMBANK2C900LOG CROSS VANE - SINGLE DROPSECTION B-BPLAN VIEWBBSIDE VIEW OF NOTCHPLAN VIEW OF NOTCHBANKFULLA15°-30°SECTION A-AFLOW1/3BANKFULLSCOUR POOL1/2 BANKFULL ELEVATIONBANKFULL ELEVATION15-30°AGENERAL NOTES:1.CROSS LOGS SHOULD BE A MINIMUM OF 24" INDIAMETER. VANE ARM LENGTH SHOULD BE AMINIMUM OF 18" IN DIAMETER. ALL LOGS SHOULDBE RELATIVELY STRAIGHT AND OF AHARDWOOD SPECIES.2.CROSS LOGS SHOULD BE BURIED INTO THE BANKAT A MINIMUM OF 10'.3.VANE ARM LOGS SHOULD BE BURIED INTO THEBANK AT A MINIMUM OF 5'.4.NAIL FILTER FABRIC ON TOP OF FOOTER LOGUSING 3" 10d GALVANIZED COMMON NAIL ON 2'SPACING ALONG THE LOG.5.SET ELEVATION OF THE TOP OF LOG'S CROSSPIECE TO THE INVERT ELEVATION OF THESTREAMBED.6.NOTCH IS FORMED BY MAKING CUTS WITH ACHAINSAW 1-2" APART AND THEN KNOCKING OUTSECTIONS WITH A CHISEL AND HAMMER.7.ANGLE OF NOTCH SHOULD MATCH ANGLEBETWEEN LOG ARMS OF CROSSVANE ANDSTREAMBANK.8.FILTER FABRIC SHALL BE PLACED ON THEUPSTREAM SIDE OF THE VANE STRUCTURE TOPREVENT WASHOUT OF SEDIMENT THROUGHBOULDER GAPS. FILTER FABRIC SHALL EXTENDFROM THE BOTTOM OF THE FOOTER BOULDERTO THE FINISHED GRADE ELEVATION ANDSHALL BE PLACED THE ENTIRE LENGTH OF THESTRUCTURE.FLOW1/3BANKFULL1/3BANKFULLBURIED INBANKFILTER FABRICBURIED INBANKBANKFULLHEADER LOGFOOTER LOGBURIED INBANKFILTER FABRICBACKFILL WITHSELECT MATERIALFILTER FABRICCROSS LOGCUT NOTCHNOTCH SHALL BE CUT2" WIDER THAN THEDIAMETER OF THE LOGTO FIT IN NOTCH12" MIN12 LOGDIASTREAMBEDHEADERCROSS LOGHEADER LOGFOOTERCROSS LOGSCOURPOOLFOOTER LOG2-4%STREAMBEDFOOTER LOGFILTER FABRICSELECT MATERIALHEADER LOG1C900TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
PHILLIPS STREAM
RESTORATION
DETAILS
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCHNTSC90007/24/2020
ROCK J-HOOK VANE - SINGLE DROPPLAN VIEWF
LOW
SECTION B-B'B'20°-30°A'A2-5% VANE SLOPE CROSS SECTION1/2 BANKFULL ELEVATIONBANKFULL ELEVATIONSECTION A-A'BANKFULL ELEVATIONBGENERAL NOTES:1.ALL STONES ARE TO BE STRUCTURE STONE.2.GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERSTOGETHER, PLUGGING WITH STRUCTURE STONE CLASS A AND SELECTMATERIAL AND LINING WITH FILTER FABRIC.3.DIMENSIONS AND SLOPES MAYBE ADJUSTED TO FIT BY THE ENGINEER.4.A DOUBLE FOOTER BOULDER SHALL BE UTILIZED IN SAND BED MATERIAL.5.VANE ARM SHALL TIE INTO HALFWAY BETWEEN THE CHANNEL INVERT ANDBANKFULL ELEVATIONS. THE VANE ARMS SHALL RISE AT 2-5% FROM THECHANNEL INVERT AT AN ANGLE OF 15-30 DEG. FROM THE ADJACENTTANGENT LINE. THE VANE ARM SHALL CONTINUE UP TO THE BANKFULLELEVATION BUT THE ARM'S SLOPE MAY BE INCREASED TO GREATER THAN5% AT THE DIRECTION OF THE DESIGNER. ADDITIONALLY, THE VANE ARM'SANGLE OF DEPARTURE MAY BE ADJUSTED TO 90 DEG TO THE FLOWDIRECTION AT THE DIRECTION OF THE DESIGNER.6.THE CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS.7.BOULDERS SHALL BE NATIVE STONE OR SHOT ROCK, CUBICAL ORRECTANGULAR IN NATURE.8.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANESTRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDERGAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTERBOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THEENTIRE LENGTH OF THE STRUCTURE.9.DIRECT FLOW AWAY FROM STRUCTURE USING BED MATERIAL SO THAT NEWSOILS HAS MINIMUM CONTACT WITH LIVE WATER.1/3BANKFULLSCOURPOOL1/3BANKFULL1/3BANKFULLHEADER STONEJ-HOOK STONESSTREAMBEDELEVATIONFOOTER STONEFILTER FABRICNO.57 STONESTREAMBEDHEADER STONESTREAMBANKFOOTER BOULDERS WILL BE PLACEDINTO THE EXISTING SUBTRATEA MINIMUM OF THE BOULDER DIAMETERSTREAMBEDELEVATIONFOOTER STONEHEADER STONEBANKFULL WIDTHBANKFULLFEATHER-OUTBANKBACKFILL WITHSELECT MATERIALFILTER FABRICROCK SILL1C902LOG J-HOOK ROOTWAD COMBO - SINGLE DROPPLAN VIEW20-30 DEGB 1/3BANKFULLSECTION A-ASECTION B-B1/2 BANKFULL ELEVATIONBANKFULL ELEVATIONGROUND SURFACEBAA
2%-5% SLOPEGENERAL NOTES:1.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE1/4 DIAMETER FROM THE TOP OF THE LOG. THE NAILS SHALL BE ON 12 INCHCENTERS. FILTER FABRIC SHALL BE BURIED IN THE BOTTOM OF THE CHANNELAND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.2.A TRENCH SHALL BE DUG IN SUCH A MANNER THAT THE FOOTER LOGS AMINIMUM OF 2/3 OF THE HEADER BOULDER IS BURIED BENEATH THE BEDSURFACE ELEVATION.3.A HYDRAULIC EXCAVATOR WITH A BUCKET THAT CONTAINS A HYDRAULIC THUMBSHALL BE USED TO PLACE BOULDERS AND LOGS WITH THE SUPERVISION OF THEENGINEER.4.SEE SPECIAL PROVISIONS FOR HEADER AND FOOTER DIMENSIONS.5.FOOTER LOG SHALL BE PLACED FIRST WITH HEADER LOG PLACED ON TOP PRIORTO BACKFILLING THE TRENCH.6.1/3 OF THE WAY ACROSS THE CHANNEL FROM THE OUTSIDE BANK THE HEADERROCK SHALL BE PLACED AT 0.2 FT ABOVE THE CHANNEL.7.THERE SHALL BE GAPS BETWEEN THE HEADER ROCKS OF AT LEAST 3 TIMES THED84 OF THE CHANNEL BED..8.HEADER LOGS SHALL SLOPE FROM THE BED ELEVATION, AT THE HEAD OF THEVANE, TO 1/2 BANKFULL ELEVATION AT A SLOPE OF 2%-5%. HEADER AND FOOTERLOGS SHALL BE TIED SECURELY INTO THE BANK IN SUCH A WAY THAT ITELIMINATES THE POSSIBILITY OF STREAMFLOW DIVERTING AROUND THEM.9.ANY SOIL DISTURBED DURING THE PLACEMENT OF J-HOOK VANES, SHALL BESEEDED USING TEMPORARY AND PERMANENT SEEDING METHODS.10.ROOTWAD, FOOTER, AND HEADER LOGS SHALL BE CABLED TOGETHER AT THEHORIZONTAL LOCATION OF BANKFULL11.FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE VANESTRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER GAPS.FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER BOULDERTO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTHOF THE STRUCTURE.STREAMBANKFOOTER BOULDERSTREAMBEDELEVATIONFOOTER LOGSWILL BE PLACED INTOTHE EXISTING SUBTRATEAND SHALL BE A MINIMUMOF THE 18" DIAMETERBANFULLWIDTHBANKFULLBACKFILL WITHSELECT MATERIALFILTER FABRICHEADER LOGFOOTER LOGROCK SILLSTREAM BEDELEVATIONHEADERBOULDERROCK SILLGAP3 x D84WATER FLOWBANKFULLFEATHEROUT BANKBACKFILL WITHSELECT MATERIALFOOTER LOGROOT WADANCHOR BOULDERTIED INTOSTREAM BANK1/31/3BANKFULLBANKFULL2C902TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
PHILLIPS STREAM
RESTORATION
DETAILS
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCHNTSC90107/24/2020
LIVESTAKE/BAREROOT PLANTING5. PUSH HANDLEFORWARD FIRMINGSOIL AT TOP.2. REMOVE PLANTINGBAR AND PLACESEEDLING ATCORRECT DEPTH.1. INSERT PLANTINGBAR AS SHOWN ANDPULL HANDLETOWARD PLANTER.PLANTING BAG DURING PLANTING, SEEDLINGS SHALLBE KEPT IN A MOIST CANVAS BAG ORSIMILAR CONTAINER TO PREVENT THEROOT SYSTEMS FROM DRYING.4. PULL HANDLE OFBAR TOWARDPLANTER, FIRMINGSOIL AT BOTTOM.6. LEAVECOMPACTION HOLEOPEN. WATERTHOROUGHLY.KBC PLANTING BAR PLANTING BAR SHALL HAVE A BLADE WITHA TRIANGULAR CROSS SECTION, ANDSHALL BE 12IN. LONG, 4IN. WIDE AND 1IN.THICK AT CENTER.ROOT PRUNING ALL SEEDLINGS SHALL BE ROOTPRUNED, IF NECESSARY, SO THAT NOROOTS EXTEND MORE THAN 10INCHES (10IN.) BELOW THE ROOTCOLLAR.3. INSERT PLANTINGBAR 2IN. TOWARDPLANTER FROMSEEDLING.PLANTING NOTES:DIBBLE PLANTING METHODUSING THE KBC PLANTING BAR(FOR FLOODPLAIN BUFFER PLANTING AND UPLAND BUFFERPLANTING)2"GENERAL NOTES:1.LIVE STAKES SHALL BE EVENLY SPACED 1 PERSQ.YD.2.LIVE STAKES SHALL BE DRIVEN UNTILAPPROXIMATELY OF LIVE STAKE IS WITHINGROUND.3.IF STARTER HOLE IS NEEDED, MINIMIZE AIRPOCKET.4.UTILIZE ALL ON SITE TRANSPLANT MATERIALSMADE AVAILABLE BY THE OWNER. ONCESOURCE OF TRANSPLANT MATERIAL HAS BEENHARVESTED, THEN UTILIZE LIVE STAKING.SQUARE CUTBUDS (FACING UPWARD)LIVE CUTTING(1/2" TO 1" DIAMETER)ANGLE CUT30^-45^LIVE STAKESTAKING MAY BE REQUIRED THROUGHMATTING, ROCK OR COMPACTED SOILSA STARTER HOLE MAY BE REQUIRED.LIVE STAKESEXISTING/PROPOSEDGROUNDEXISTING/PROPOSED STREAMBEDBANK STABILIZATION WITH LIVE STAKESGENERAL NOTES:1.TREE REFORESTATION SHALL BE PLANTED 6' TO 10' ONCENTER, RANDOM SPACING, AVERAGING 8' ON CENTER,APPROXIMATELY 436-681 PLANTS PER ACRE.2.OTHER PLANTING METHOD CAN BE USED WITH THEPERMISSION OF THE PLANTING SUPERVISOR.1C904CROSS SECTION700 GRAM COIR FIBER MATTINGMATTING STAKING VIEWOVERLAPFLOWFLOWFLOWAA
SECTION A-A2' LONG 1" x 2' WOOD STAKESw/ 2" GALVANIZED ROOFING NAILAT THE TOP TO HOLD MATTING5'BACKFILLBANKFULL6"700 GRAM COIR FIBER MATTING700 GRAM COIR FIBER MATTINGFROM TOE OF CHANNELTO 5 FT. BEYOND BANKFULLPROPOSED BANKFULLPROPOSEDCHANNEL TOEPROPOSED BANKFULLPROPOSEDCHANNEL TOE700 GRAM COIR FIBER MATTINGFROM TOE OF CHANNELTO 2 FT. BEYOND BANKFULL700 GRAM COIR MATTINGTYPICAL MATTING LOCATION DETAILROCK CONSTRUCTED RIFFLE - SECTION B-B'5' TYP.NOTES:1.USE WOOD STAKES 2"x2"x18" (NOT METAL) FOR MATTINGINSTALLED IN PUMP AROUND OR IN THE WET.2.USE OF METAL STAPLES IS ACCEPTABLE WHENCONSTRUCTING IN THE DRY AND VEGETATION ISESTABLISHED PRIOR TO DIVERTING WATER.3.700 GRAM COIR FIBER MATTING SHALL BE PLACED ALONGTHE OUTSIDE OF ALL BENDS AND ALONG BOTH SIDES OFTHE CHANNEL IN TANGENT AREAS.4.STRAW AND SEED SHALL BE PLACED UNDER THE 700GRAM COIR FIBER MATTING TO AID SEED GERMINATION.2' LONG 1" x 2" WOOD STAKES w/ 2"GALVANIZED ROOFING NAIL AT THETOP TO HOLD MATTINGC9042WETLAND PLANTING PLAN(FOR TEMPORARY WETLAND IMPACTS)SEEDING MIXTURE (ERNMX - 305)SPECIESPANICUM RIGIDULUM (REDTOP PANICGRASS)PANICUM ANCEPS (BEAKED PANICGRASS)ELYMUS VIRGINICUS (VIRGINIA WILDRYE)CAREX LURIDA (LURID SEDGE)JUNCUS EFFUSUS (SOFT RUSH)HELENIUM FLEXUOSUM (PURPLEHEAD SNEEZEWEED)HIBISCUS MOSCHEUTOS (CRIMSONEYED ROSEMALLOW)SCIPUS CYPERINUS (WOOLGRASS)JUNCUS TENUIS (PATH RUSH)% COMPOSTIION3523201232221APPLICATION:APPLY AT A RATE OF 20LBS/ACRE.SOIL AMENDMENTS:APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER.MAINTENANCE:REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
PHILLIPS STREAM
RESTORATION
DETAILS
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCHNTSC90207/24/2020
RIPARIAN PLANTING PLANBARE ROOTS WILL BE SELECTED FROM THE NATIVE VEGETATION SPECIES LISTED BELOW. TREES SHOULD BE PLANTED AT A DENSITY SUFFICIENT TO PROVIDE 320 TREES PER ACRE AT MATURITY.TO ACHIEVE THIS DENSITY, APPROXIMATELY 436 (10'x10' SPACING) TO 681 (8'x8' SPACING) TREES PER ACRE SHOULD BE PLANTED INITIALLY. SHRUBS SHOULD BE PLANTED AT A DENSITY SUFFICIENTTO PROVIDE 1200 SHRUBS PER ACRE. NO MORE THAN 20% OF ANY SPECIES SHALL BE USED. PLUGS SHALL BE USED AT THE SLOPE TOES AS NEEDED FOR STABILITY AND HABITAT.WOODY VEGETATION NATIVE TO WESTERN NORTH CAROLINASHRUBSCOMMON NAMESCIENTIFIC NAME*BUTTONBUSHCEPHALANTHUS OCCIDENTALISAMERICAN WITCH HAZELHAMAMELIS VIRGINIANA*TAG ALDERALNUS SERRULATA*CAROLINA WILLOWSALIX CAROLINIANA*ELDERBERRYSAMBUCUS CANADENSISRED CHOKEBERRYARONIA ARBUTIFOLIA**SILKY DOGWOODCORNUS AMOMUIN*SILKY WILLOWSALIX SERICEAWINTERBERRYILEX VERTICILLATA*NINE BARKPHYSOCARPUSTREES*/**BLACK WILLOW SALIX NIGRA**BLACKGUM NYSSA SYLVATICA**GREEN ASH FRAXINUS PENNSYLVANICA**RED MAPl.E ACER RUBRUM**RIVER B1RCH BETULA NIGRA**SYCAMORE PLANTANUS OCCIDENTALIS**EASTERN HEMLOCK TSUGA CANADENSIS*SPECIES TO USE FOR LIVESTAKES**TREESFLOODPLAIN BENCHTREES & SHRUBSPER PLANSFLOODPLAINLIVESTAKES &PLUGS PER PLANS21WATER SURFACERIPARIAN SEEDING SCHEDULE* FOR USE WITHIN 25' RIPARIAN BUFFER. SEE E&SC SEEDING SCHEDULE FOR NON-BUFFER SEEDING SPECS.SEEDING MIXTURESPECIESPANICUM VIRGATUM (SWITCHGRASSPANICUM CLANDESTINUM (DEER TONGUE)JUNCUS EFFUSUS (SOFT RUSH)CAREX VULPINOIDEA (FOX SEDGE)SORGHASTRUM NUTANS (INDIAN GRASS)CHASMANTHIUM LATIFOLIUM (RIVER OATS)ELYMUS HYSTRIX (BOTTLEBRUSH GRASS)VERNONIA GIGANTEA (GIANT IRONWEED)RUBECKIA HIRTA (BLACK EYED SUSAN)EUPATORIUM FISTULOSUM (JOE PYE WEED)RHUS TYPHINA (STAGHORN SUMAC)VERBENA HASTATA (BLUE VERVAIN)PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE)% COMPOSTIION10101010101010555555APPLICATION:APPLY AT A RATE OF 15LBS/ACRE.SOIL AMENDMENTS:APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5-10-10 FERTILIZER.MAINTENANCE:REFERTILIZE THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.E&SC TEMPORARY SEEDING SCHEDULESOIL AMENDMENTSFOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2000 LB/ACRE GROUNDAGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. INCREASE FERTILIZERRATE TO 1000 LB/ACRE IN THE FALL.MULCHAPPLY 4000-5000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OR ANOTHER SUITABLEMULCHING MATERIAL. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCHANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS AMULCH ANCHORING TOOL.MAINTENANCEREFERTILIZE IF GROWTH IN NOT FULLY ADEQUATE. RESEED, FERTILIZER, ANDMULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TOPDRESS WITH50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARYCOVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOREAN LESPEDEZA INLATE FEBRUARY OR EARLY MARCH.SOIL PREPARATION:SOIL TEST: SOIL TESTING WILL DETERMINE WHETHER THE SOIL PH AND NUTRIENT(PHOSPHORUS, POTASSIUM, CALCIUM AND MAGNESIUM) LEVELS ARE IN A RANGETHAT FAVOR TURFGRASS GROWTH. THE SOIL TEST REPORT WILL INDICATENEEDED AMOUNTS OF FERTILIZER AND/OR LIME.CLEAN AND ROUGH GRADE: REMOVE ALL DEBRIS FROM THE LOCATION TO BEPLANTED. THIS INCLUDES ROCKS, BOTTLES, LARGE ROOTS AND OLD TREE TRUNKS.IF EXTENSIVE GRADING IS NEEDED, REMOVE THE TOPSOIL AND STOCKPILE IT FORREPLACEMENT AFTER THE ROUGH GRADE IS ESTABLISHED.THE SUBSURFACE MAY BECOME COMPACTED DURING ROUGH GRADING,ESPECIALLY IF THE GROUND IS WET. THIS COMPACTED LAYER MUST BE BROKENUP. A SPRING-TOOTH HARROW WORKS WELL ON LIGHTLY COMPACTED SOILS; ASMALL ROTOTILLER MAY BE NEEDED FOR MORE HEAVILY COMPACTED SITES.DEEP TILLAGE: ROTOTILLING LOOSENS COMPACTED SOIL AND IMPROVES THESPEED AND DEPTH OF ROOTING. A TRACTOR-MOUNTED OR SELF-PROPELLEDTILLER WILL ADEQUATELY TILL THE SOIL. TAKE CARE NOT TO DESTROY THEEXISTING TREES IN THE LAWN. CUTTING TOO MANY TREE ROOTS DURING SOILTILLAGE CAN SEVERELY DAMAGE OR KILL A TREE. TREES CAN ALSO BESUFFOCATED BY DEEPLY COVERING THE ROOTS WITH SOIL. IF ADDITIONAL SOIL ISNECESSARY AT A TREE BASE, CONSTRUCT A "TREE WELL."REPLACE THE TOPSOIL: ONCE THE SUBSURFACE IS ESTABLISHED, RETURN THETOPSOIL AND SPREAD UNIFORMLY OVER THE ENTIRE AREA. ALLOW FOR AT LEAST6 TO 8 INCHES OF DEPTH AFTER THE SOIL HAS SETTLED. THIS MEANS PLACINGABOUT 8 TO 10 INCHES OF TOPSOIL OVER THE SUBSURFACE. IMPROVE THE SOIL BYADDING ORGANIC MATTER. THIS IMPROVES WATER RETENTION IN SANDY SOILSAND DRAINAGE IN CLAY SOILS AND REDUCES FERTILIZER LEACHING.MOUNTAINSSEEDING DATESSPECIESRATE (lb/acre)ABOVE 2500 FEET: FEB. 15 - MAY 15BELOW 2500 FEET: FEB. 1 - MAY 1RYE (GRAIN)120ANNUAL LESPEDEZA (KOREAN)50MAY 15 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 15RYE (GRAIN)120PIEDMONTSEEDING DATESSPECIESRATE (lb/acre)JAN. 1 - MAY 1RYE (GRAIN)120ANNUAL LESPEDEZA (KOBE)50MAY 1 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 20RYE (GRAIN)120COASTAL PLAINSEEDING DATESSPECIESRATE (lb/acre)DEC. 1 - APRIL 15RYE (GRAIN)120ANNUAL LESPEDEZA (KOBE)50APRIL 15 - AUG. 15GERMAN MILLET40AUG. 15 - DEC. 30RYE (GRAIN)120TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
PHILLIPS STREAM
RESTORATION
DETAILS
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCHNTSC90307/24/2020TEMPORARY WETLAND REPAIRRUTS FROM MUD MATSORIGINAL EXISTING GRADEEXCAVATE AND UN-COMPACT SOILSAND RETURN TO EXISTING GRADESEED AND STRAW WITHERNT #305 SEED MIXC9031
PUMP AROUNDSANDBAGSSTREAMBANKWATER SURFACEELEVATION1' ABOVEBASEFLOW(2' MIN.)SECTION B-B'SECTION A-A'RIPRAP FLOWDISSIPATOR30 MIL POLYCHANNEL BED/WORK AREASANDBAGS30 MIL POLYB'BUPSTREAM POOLSUMP HOLEOR POOL(12" MIN. DEPTH,2' MIN, DIAMETER)ACHANNEL BED/WORK AREASTREAM BANKSANDBAGSPUMPFLOW DIRECTIONDOWNSTREAM POOLFLOWDISSIPATIONDEVICEPUMPED EFFLUENTDEWATERING DEVICE SEEDETAIL PROVIDEDPLAN1C906TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, JUDGEMENT, AND BELIEF, THESE PLANS MEET APPLICABLE NRCS STANDARDS© COPYRIGHT 2020 BY BREC, P.A., ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE-USED, SOLD, LOANED, OR GIVEN TO OTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC, P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS, PUNISHABLE BY FINES UP TO $100,000 PER OFFENSE.SCALE:SHEET:(H)(V)DRAWN BY:APPROVED BY:PROJECT NUMBER:DATE:DO NOT SCALE - PLANS MUST BE RECEIVED AS A COMPLETE SET
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z1520 MEADOWVIEW DRIVEWILKESBORO, NC 28697336.844.4088 http://brec.bizENGINEERING | PLANNING | ENVIRONMENTALSHEET SIZE:PREPARED FOR:
DATE:REVISIONS:
PHILLIPS STREAM
RESTORATION
DETAILS
THOMAS & DONNA PHILLIPS
13528 HWY 226 S.
SPRUCE PINE, NC 2877711" X 17"06/03/20203390012017J.EDWARDSJ.CHURCHNTSC90407/24/2020
WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Phillips StreamUpland Site City/County: Spruce Pine, Mitchell Sampling Date: 3 April 2020
Applicant/Owner: BREC State: NC Sampling Point: up 1
Investigator(s): DSG Section, Township, Range:
Landform (hillside, terrace, etc.): terrace Local relief (concave, convex, none): Concave Slope (%): 3
Subregion (LRR or MLRA): Lat: 35.874333 Long:-82.0521181 Datum:
Soil Map Unit Name: Chandler NWI classification: none
Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No (If no, explain in Remarks.)
Are Vegetation x , Soil or Hydrology significantly disturbed? Are "Normal Circumstances" present? Yes x No
Are Vegetation Soil or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes No x Is the Sampled Area
Hydric Soil Present? Yes No x within a Wetland? Yes No x
Wetland Hydrology Present? Yes No x
Remarks:
maintained area
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators _(minimum of one is required; check all that apply)
Surface Soil Cracks (136)
Surface Water (A1) `True
Aquatic Plants (B14)
Sparsely Vegetated Concave Surface (B8)
High Water Table (A2) _
Hydrogen Sulfide Odor (Cl)
—Drainage Patterns (B10)
_Saturation (A3) _Oxidized
Rhizospheres on Living Roots (C3)
_Moss Trim Lines (B16)
Water Marks (B1) —Presence
of Reduced Iron (C4)
Dry -Season Water Table (C2)
—Sediment Deposits (62) —Recent
Iron Reduction in Tilled Soils (C6)
_Crayfish Burrows (C8)
Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (84) _Other
(Explain in Remarks)
Stunted or Stressed Plants (D1)
Iron Deposits (B5)
—Inundation
Geomorphic Position (D2)
!ShallowAquitard
Visible on Aerial Imagery (137)
r (D3)
—Water-Stained Leaves (B9)
Microtopographic Relief (D4)
Aquatic Fauna (1313)
FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes No
x Depth (inches):
Water Table Present? Yes No
x Depth (inches):
Saturation Present? Yes No
x Depth (inches):
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

. A -I ,.k• VNP•Gr- VOG DVIVI I LIIIV 11Q1 I IUD VI IAanID.
Damping romr up I
Absolute Dominant Indicator
Tree Stratum (Plot size: 30' )
% Cover Species? Status
Dominance Test worksheet:
1. None present
Number of Dominant Species
2.
That Are OBL, FACW, or FAC: 0 (A)
3'
Total Number of Dominant
4.
Species Across All Strata: 1 (B)
5.
Percent of Dominant Species
6.
That Are OBL, FACW, or FAC: 0.0% (A/B)
7.
Prevalence Index worksheet:
=Total Cover
Total % Cover of: Multiply by:
50% of total cover:
20% of total cover:
OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 30
)
FACW species 0 x 2 = 0
1. None present
FAC species 0 x 3 = 0
2.
FACU species 0 x 4 = 0
3.
UPL species 0 x 5 = 0
4.
Column Totals: 0 (A) 0 (B)
8.
Prevalence Index = B/A =
6.
Hydrophytic Vegetation Indicators:
7.
_ 1 - Rapid Test for Hydrophytic Vegetation
8.
_ 2 - Dominance Test is >50%
g.
3 - Prevalence Index is 53.0'
=Total Cover
_
_ 4 - Morphological Adaptations' (Provide supporting
50% of total cover:
20% oftotal cover:
data In Remarks or on a separate sheet)
Herb Stratum (Plot size: 10 )
_ Problematic Hydrophytic Vegetation' (Explain)
1. Fescue sp.
100 Yes
'Indicators of hydric soil and wetland hydrology must be
2.
present, unless disturbed or problematic.
Definitions of Four Vegetation Strata:
3.
4.
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
5.
more in diameter at breast height (DBH), regardless of
6
height.
7•
Sapling/Shrub- Woody plants, excluding vines, less
8.
than 3 in. DBH and greater than or equal to 3.28 ft
g
(1 m) tall.
10.
Herb -AII herbaceous (non -woody) plants, regardless
it.
of size, and woody plants less than 3.28 ft tall.
100 =Total Cover
Woody Vine - All woody vines greater than 3.28 ft in
50% of total cover:
50 20% of total cover: 20
height.
Woody Vine Stratum (Plot size: 30
)
1. None present
2.
3.
4.
5.
Hydrophytic
=Total Cover
Vegetation
50% of total cover:
20% of total cover:
Present? Yes No x
Remarks: (Include photo numbers here or on a separate sheet.)
US Army Corps of Engineers Eastern Mountains and Piedmont- Version 2.0

dWl� bampnng rom[: up i
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(Inches) Color (moist) % Color (moist) % Type' Loc Texture Remarks
0-14 10YR 5/3 100 Loamy/Clayey
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.
zLocation: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
_ Histosol (Al)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2)
Thin Dark Surface (S9) (MLRA 147, 148)
—_
Coast Prairie Redox (At 6)
—Black Histic (A3)
Loamy Mucky Mineral (F1) (MLRA 136)
(MLRA 147, 148)
_Hydrogen Sulfide (A4)
—Loamy Gleyed Matrix (F2)
_ Piedmont Floodplain Soils (F19)
_Stratified Layers (A5)
_ Depleted Matrix (F3)
(MLRA 136, 147)
2 cm Muck (At 0) (LRR N)
_ Redox Dark Surface (F6)
_ Red Parent Material (F21)
_ Depleted Below Dark Surface (At 1)
_ Depleted Dark Surface (177)
(outside MLRA 127, 147, 148)
_Thick Dark Surface (Al2)
_ Redox Depressions (FS)
—Very Shallow Dark Surface (F22)
_Sandy Mucky Mineral (S1) -
Iron -Manganese Masses (F12) (LRR N,
_Other (Explain in Remarks)
_ Sandy Gleyed Matrix (S4)
MLRA 136)
_ Sandy Redox (S5)
_ Umbric Surface (1`13) (MLRA 122, 136)
31ndicators of hydrophytic vegetation and
Stripped Matrix (S6)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
_Dark Surface (S7)
_ Red Parent Material (F21) (MLRA 127, 147, 148)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric Soil Present? Yes No X
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0

WETLAND DETERMINATION DATA SHEET — Eastern Mountains and Piedmont Region
Project/Site: Phillips Stream City/County: Spruce Pine, Mitchell Sampling Date: 3 April 2020
Applicant/Owner: BREC State: INC Sampling Point: wet 1
Investigator(s): DSG Section, Township, Range:
Landform (hillside, terrace, etc.): floodplain Local relief (concave, convex, none): concave Slope (%): 1
Subregion (LRR or MLRA): 1 Let: 35.874333 Long:-82.052181 Datum:
Soil Map Unit Name: Colvard fine sandy loam NWI classification: none
Are climatic / hydrologic conditions on the site typical for this time of year? Yes x No_ (If no, explain in Remarks.)
Are Vegetation x , Soil _, or Hydrology _significantly disturbed? Are "Normal Circumstances" present? Yes x No
Are Vegetation Soil _, or Hydrology naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS —Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes x No Is the Sampled Area
Hydric Soil Present? Yes x No_ within a Wetland? Yes x No_
Wetland Hydrology Present? Yes x No_
Remarks:
floodplain area- along stream- Represenative of all site wetlands
HYDROLOGY
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required: check all that apply)
_Surface Soil Cracks (136)
_ Surface Water (Al)
True Aquatic Plants (B14)
—Sparsely Vegetated Concave Surface (B8)
x High Water Table(A2)
Hydrogen Sulfide Odor(01)
Drainage Patterns (B1 0)
_Saturation (A3)
—_
Oxidized Rhizospheres on Living Roots (03)
_
Moss Trim Lines (B16)
—Water Marks (B1)
Presence of Reduced Iron (C4)
Dry -Season Water Table (C2)
—Sediment Deposits (132) _
Recent Iron Reduction in Tilled Soils (C6)
_ Crayfish Burrows (C8)
_Drift Deposits (133) _Thin
Muck Surface (C7)
_Saturation Visible on Aerial Imagery (C9)
_Algal Mat or Crust (B4) _ _
Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_Iron Deposits (B5)
x Geomorphic Position (D2)
_Inundation Visible on Aerial Imagery (137)
_Shallow Aquitard (D3)
—Water-Stained Leaves (139)
_ Microtopographic Relief (D4)
Aquatic Fauna (B13)
X FAC-Neutral Test (D5)
Field Observations:
Surface Water Present? Yes x No_
Depth (Inches): 2
Water Table Present? Yes_ No
x Depth (inches):
Saturation Present? Yes_ No
x Depth (inches):
Wetland Hydrology Present? Yes X No_
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous Inspections), if available:
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

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oai upnuy Full it. Wei i
Tree Stratum (Plot size: 30' )
% Cover Species?
Status
1. None present
2.
3.
4.
5.
6.
7.
=Total Cover
50% of total cover:
20% of total cover:
Sapling/Shrub Stratum (Plot size: 30
)
1. None present
2.
3.
4.
5.
6.
7.
8.
9.
=Total Cover
50% of total cover:
20% of total cover:
Herb Stratum (Plot size: 10 )
1. Juncus effusus
30 Yes
FACW
2. Impatiens capensis
30 Yes
FACW
3. Carex sp.
20 Yes
4.
5.
6.
7.
8.
9.
10.
11.
80 =Total Cover
50% of total cover:
40 20% of total cover:
16
Woody Vine Stratum (Plot size: 30
)
1. None present
2.
3.
4.
5.
=Total Cover
50% of total cover:
20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 2 (A)
Total Number of Dominant
Species Across All Strata: 3 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 66.7% (A/B)
Total % Cover of:
Multiply by:
OBL species
0
x 1 =
0
FACW species
60
x 2 =
120
FAC species
0
x 3 =
0
FACU species
0
x 4 =
0
UPL species
0
x 5 =
0
Column Totals:
60
(A)
120 (B)
Prevalence Index = B/A =
2.00
_ 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test is >50%
X 3 - Prevalence Index is s3.01
-4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
_ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must be
Definitions of Four Vegetation Strata:
Tree - Woody plants, excluding vines, 3 in. (7.6 cm) or
more in diameter at breast height (DBH), regardless of
height.
Sapling/Shrub - Woody plants, excluding vines, less
than 3 in. DBH and greater than or equal to 3.28 ft
(1 m) tall.
Herb - All herbaceous (non -woody) plants, regardless
of size, and woody plants less than 3.28 ft tall.
Woody Vine - All woody vines greater than 3.28 ft in
height.
Hydrophytic
Vegetation
Present? Yes X No x
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2.0

SOIL
Sampling Point: wet 1
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of Indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type Loc Texture Remarks
0-7 10YR 5/1 80 10YR 5/4 20 c m Loamy/Clayey Distinct redox concentrations
7-16 10YR 5/2 95 10YR 5/4 5 c m Loamy/Clayey Distinct redox concentrations
Hydric Soil Indicators:
_ Histosol (Al)
_ Histic Epipedon (A2)
_ Black Histic (A3)
_ Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_Depleted Below Dark Surface (At 1)
_Thick Dark Surface (Al2)
_Sandy Mucky Mineral (S1)
_Sandy Gleyed Matrix (S4)
—Sandy Redox (S5)
_Stripped Matrix (S6)
Dark Surface (37)
MS=Masked Sand Grains.
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_Thin Dark Surface (S9) (MLRA 147, 148)
Loamy Mucky Mineral (F1) (MLRA 136)
Loamy Gleyed Matrix (F2)
X Depleted Matrix (173)
Redox Dark Surface (F6)
_ Depleted Dark Surface (177)
_ Redox Depressions (F8)
Iron -Manganese Masses (1712) (LRR N,
MLRA 136)
_ Umbric Surface (F13) (MLRA 122, 136)
_ Piedmont Floodplain Soils (F19) (MLRA 148)
Red Parent Material (F21) (MLRA 127, 147, 148)
2Location: PL=Pore Lining, M=Matrix
Indicators for Problematic Hydric 8
_ 2 cm Muck (A10) (MLRA 147)
—Coast Prairie Redox (At 6)
(MLRA 147, 148)
Piedmont Floodplain Soils (F19)
(MLRA 136, 147)
—Red Parent Material (F21)
(outside MLRA 127, 147, 148)
—Very Shallow Dark Surface (F22)
Other (Explain in Remarks)
'Indicators of hydrophytic vegetation and
wetland hydrology must be present,
unless disturbed or problematic.
Restrictive Layer (if observed):
Type:
Depth (inches): Hydric Soil Present? Yes X No_
Remarks:
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2.0