20160838 Ver 1_401 Application_20160816

PAID
201 60 838
August 23, 2016
Sue Homewood
450 W Hanes Mill Road Suite 300
Winston Salem NC 27105
RE: Notice of Violation and Recommendation for Enforcement — Correction
NOV-2016-OP-0002
Tri-State Components Property Expansion
Alleghany County
Dear Ms. Homewood,
Engineering I Planning I Environmental
agwIl
AM, ,� P, 2016
Please accept this letter as the required response pursuant to the matter referenced above. BREC has
been authorized as the agent for Mr. Miller to assist in responding to this NOV and further to bring the
site into full compliance. Attached to this letter is our PCN submittal for a 401 and 404 permit. As you
can see we are asking to leave the pipe in place for the parking area. A 2' portion of the pipe will be
removed on the downstream end of the stream and restored per the plan. Additionally the client will
commit to livestaking the entire length of the stream on is property per the plans to further enhance
water quality and wildlife habitat be creating a dense stream side buffer.
We believe that the pipe and addition of the parking area is necessary because previously employees
parked adjacent and around the facility up the hill. This caused a life safety issue by not having opening
and accessible means of fire truck access and ingress egress for evacuation. The only practical
alternative to adding the additional space was to add the parking area and the pipe. Mr. Miller was not
aware that this was not permitted without a 401/404.
We look forward to resolving this matter. Please feel free to contact me if you have any questions for
need further information. We would welcome a site visit at any time.
Derek Goddard
126 Executive Dr, Suite 220 staff@brec biz , 336.8444088
Wilkesboro, NC 28697 www brec.biz

AGENT AUTHORIZATION FORM
PROPERTY: Tri-State Components Property Expansion
Buffalo Road Sparta NC
Property Owner: Tri State Components
The undersigned, registered property owners of the above noted property, do hereby authorize
Agent of BREC. PA to act on my behalf and take all actions necessary for the
processing , issuance and acceptance of this permit or certification and all standard and special
conditions attached.
Property Owner's Address (if different than property above):
Property
Tri State Components
Attn: John Miller
P.O. Box 1795
Sparta NC 28675
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
0'__
thorized Signature
Date: 9--
Print — Name, Title

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps
X Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number. 39 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
❑ Yes
X No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes X No
For the record only for Corps Permit:
❑ Yes X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
❑ Yes
X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
X No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
X No
2.
Project Information
2a
Name of project
Tri State Components After The Fact
2b
County:
Alleghany
2c
Nearest municipality / town:
Sparta
2d.
Subdivision name:
N/A
2e.
NCDOT only, T.I.P. or state
project no -
rN/A
3.
Owner Information
3a.
Name(s) on Recorded Deed.
State of North Carolina
3b.
Deed Book and Page No.
275/1458
3c
Responsible Party (for LLC if
applicable):
John R. Miller
3d
Street address:
PO BOX 970
3e. City, state, zip.
Sparta, NC
3f.
Telephone no.:
3g.
Fax no.:
N/A
3h.
Email address:
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b.
Name:
Derek Goddard
4c
Business name
(if applicable):
BREC, PA
4d. Street address-
126 Executive Drive
4e.
City, state, zip
Wilkesboro, NC 28697
4f.
Telephone no -
336-844-4088
4g.
Fax no.:
4h.
Email address:
5.
Agent/Consultant Information (if applicable)
5a
Name
5b.
Business name
(if applicable):
5c.
Street address.
5d.
City, state, zip,
5e. Telephone no:
5f.
Fax no.:
5g
Email address:
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a Property identification no (tax PIN or parcel ID):
PID =3070263897
lb Site coordinates (in decimal degrees):
Latitude: 36.496912 Longitude: - 81.135325
(DD DDDDDD) (-DD DDDDDD)
1 c. Property size:
6.67 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
Bledsoe Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
C;Tr
2c River basin:
Little River
3. Project Description
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Site is a manufacturing facility surrounded by residential with a small unnamed tributary running across the site
3b. List the total estimated acreage of all existing wetlands on the property:
.2
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property -
1750 ft
3d Explain the purpose of the proposed project.
Employee Parking to Allow Fire Access lanes to the building
3e. Describe the overall project in detail, including the type of equipment to be used -
Restoration will use an excavator. All work will be conducted in the dry and from the banks See Plans BFREC Staff will be
Onsite for the restoration work.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
yes X No ❑ Unknown
project (including all prior phases) in the past?
Comments -
4b If the Corps made the jurisdictional determination, what type
El Preliminary Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company
Name (if known). Unknown
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Unknown
5. Project History
5a. Have permits or certifications been requested or obtained for
yes X No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
6. Future Project Plans
6a. Is this a phased project? ❑ Yes X No
6b. If yes, explain.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply).
❑ Wetlands X Streams - tributaries ❑ Buffers
❑ open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a.
2b
2c
2d
2e.
2f
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary T
W1 ❑ P [--IT
❑ Yes
❑ Corps
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W6 ❑ P ❑ T
El Yes
El Corps
❑ No
❑ DWQ
2g. Total wetland impacts
2h Comments
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a
3b
3c.
3d.
3e.
3f
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
S1 X P ❑ T
Culvert
Bledsoe Creek
X PER
❑ INT
X Corps
X DWQ
4
148
S2 X P ❑ T
Restoration
Bledsoe Creek
X PER
❑ INT
X Corps
X DWQ
4
10
S3 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S4 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S5 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h Total stream and tributary impacts
158
31. Comments:
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S. then individually list all open water impacts below.
4a.
4b
4c
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑ PEI T
03 ❑ PEI T
04 ❑ PEI T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no,
5i Expected pond surface area (acres):
5j Size of pond watershed (acres).
5k Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar -Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c
6d
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary T
impact
re wired?
131 ❑P❑T
El Yes
❑ No
B2 ❑ P ❑ T
❑ Yes
❑ No
B3 ❑P❑T
El Yes
❑ No
6h Total buffer impacts
6i. Comments.
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or,minimize the proposed impacts in designing project
We believe that the pipe and addition of the parking area is necessary because previously employees parked adjacent
and around the facility up the hill. This caused a life safety issue by not having opening and accessible means of fire truck
access and ingress egress for evacuation. The only practical alternative to adding the additional space was to add the
parking area and the pipe. Mr Miller was not aware that this was not permitted without a 401/404.
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
All work will be in the dry and from the top of the bank.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
Quantity
3c Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f Non -riparian wetland mitigation requested.
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form —Version 1.3 December 10, 2008 Version

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes X No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required.
Zone
6c
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments
Page 8 of 11

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la Does the project include or is it adjacent to protected riparian buffers identified
❑ Yes X No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
Yes ❑
❑ No
Comments*
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
19%
2b Does this project require a Stormwater Management Plan?
❑ Yes X No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
❑ Phase II
3b. Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply),
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
4a. Which of the following state -implemented stormwater management programs apply
❑ HQW
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
® No
use of public (federal/state) land?
1 b
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes
® No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c.
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes
® No
letter )
Comments -
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes
® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
® Yes
❑ No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)- The owner was
not
aware that he needed a permit and was not trying to hid the work. He has willingly offered to comply.
3.
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes
® No
additional development, which could impact nearby downstream water quality?
3b.
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description.
4.
Sewage Disposal (DWQ Requirement)
4a.
Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
PCN Form —Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
http.//www.ncnhp org - hftp://www.saw.usace.army.miIMETLAND/esa - http://www.fws.gov/nc-es/es/es.html
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
http //ocean floridamarine.org/efh_coral/ims/viewer.htm
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
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
http://www.hpo ncdcr.gov
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements -
8c What source(s) did you use to make the floodplain determination'? http://www.ncfloodmaps com
Derek GoddardJ
10
8/23/16
Applicant/Agent's Printed Nameppllcant/Age
is Si n
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided
Page 11 of 11

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140349
SOLD MISCELLANEOUS
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STATESVILLE,
TO
* T's Acknowledgement
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316899 06/08/16
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Phone: [phone] SHIPPED VIA PAYMENT TERMS
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TAX 704.91
TOTAL 14,004.91
LANE COPY

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© COPYRIGHT 2016 By BREC RA, ALL RIGHTS RESERVED. THIS PLAN MAY NOT BE RE -USED SOLD LOANED OR GIVEN 70 OTHERS, REPRODUCTION OR PHOTOCOPYING OF THIS PLAN WITHOUT THE WRITTEN CONSENT OF BREC P.A. IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LAWS PUNISHABLE BY FINES UP TO $100.000 PER OFFENSE.
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RIPARIAN SEEDING SCHEDULE
• FOR USE WITHIN 25' RIPARIAN BUFFER. SEE EdSC SEEDING SCHEDULE FOR NON -BUFFER SEEDING SPECS,
SEEDING MIXTURE
SPECIES %COMPOSTIION
PANICUM VIRGATUM (SWITCHGRASS 10
PANICUMCLANDESTINUM (DEER TONGUE) 10
JUNCOS EPFUSUS (SOFT RUSH) 1p
CAREX VULPINOIDEA (FOX SEDGE) 10
SORGHASTRUM NUTANS (INDIAN GRASS) IO
CHASMANTHIUM LATIFODUM (RIVER OATS) IO
ELYMUS MY STRIX(BOTTLEBRUSH GRASS) 70
VERNONIA GIGANTEA (GIANT IRONWEED) 5
RUBECKIA HIRTA (BLACK EYED SUSAN) 5
EUPATORIUM FISTULOSUM (JOE RYE WEED) 5
RHUS TYPHINA (STAGHORN SUMAC) 5
VERBENA HASTATA (BLUE VERVAIN) 5
PENSTEMON DIGITALIS (TALL WHITE BEARD TONGUE) 5
APPUCATION.
APPLY AT A RATE OF 15LMACRE
SOILAMENDMENTS,
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS OR APPLY 4000 LIVACRE GROUND AGRICULTURAL LIMESTONE AND 1000 LB/ACRE 5.1610 FERTILIZER,.
MAINTENANCE.
REFERTILIZE THE SECOND YEAR UNLESS. GROWTH IS FULLY ADEQUATE. RESEED.. FERTILIZE. AND MULCH DAMAGED AREAS. IMMEDIATELY.
z
C900
DOUBLE STEP ROCK CROSS VANE
OF
PROPOSED
FILTER FABRIC
BACKFILL WITH
SELECT MATERIAL
BANKFULL
SEE NOTE 7
RIPARIAN PLANTING PLAN
BARE ROOTS WILL BE SELECTED FROM THE NATIVE VELE I ATION SPECIE LISTED BELOW. TREES 51 idL rJ BE PL<NTED AT A DENSI'Y SUFFICIENT TO PROVIDE 320'ftEFS PER ACRE AT MAI UNITY
TO ACHIEVE THIS DENSITY APPROXIMATELY 436 (1aOU SPACING} TO 581 18' 8 SPACING TPF E'_ PER ACHE SHCl JLD BE PLANTED NITIAL I. SHRUBS SHOULD BE PLANTED AT A DE145M SUFFIC ENT
TO PROVIDE 7210 SHRUBS PER ACRE NO MORE THAN 2TIL OF ANY SPECIES SHALL BE USED RUGS SHALL PE USED AT THE SLOPE TOES AS NEEDED FOR STABILITY AND HABITAT
WOODY VEGETATION NATNE TO IN PSTEPN NORTH CAROLINA
SHRUBS
COMMON NAME
SCIENTIFIC NAME
'BUTTONBUSH
CEPHALANTRUS OCCIDENTALS
AMERICAN WITCH HAZEL
HAMAMELIS VRGNLAPIA
CAG ALDER
ALW -S SERRUL47A
'CAROUNA'WILLOW
S<llX C4ROLINIANA
'ELDEBERRY
SAMBUCUS CANADENSIS
RED CHOKEBERRY
AROMA ARSUTIFOW
51LKY OCJGWOOD
CORNUSAMOMUIN
''ILKY WILLOW
SALK SERICEA
WINTERBERRY
ILEX VERTICILLATA
NINE SARK
RID SOCARPUS
TO THE MAX EXTENT PRACTICABLE. CULVERT 489 OR LARGER SHOULD BE BURIED A FOOT INTO THE STREAMED. CULVERTS LESS THAN
TREES
"BLACK WALNUT
AIGlANS NIGRA
-1 LACK WILLOW
SAUX NIGRA
"BLACKGIIFA
NYSSASNIVATICA
-GFFEN ASH
FRAKIN!JS:PENNSYLVANICA
-RED MAP I E
AC ER RUBRLIM
"PNEP BIRCH
BETULANIGR4
'SILVER MARE
ACER SACCHARINJM
-SWEET 3 IM
UQUIDAMBAR STYRA 7.F i.; A
SIC ORE
PLANTANUSOCCIDENTAI.IS
^EASTERN HEMLOCK
TSUGACANADENSIS
'SPECIES TO USEFORR
OVESTMES
-TREES
WHEN POSSIBLE HEAVY EQUIPMENT SHOULD BE OPERATED FROM THE BANK RATHER THAN IN THE STREAM CHANNEL
TREES 8 SHRUBS
PER PLANS
D.
TEMPORARY OF HERBACEOUS VEGETATION SHOULD BE ESTABLISHED ON ALL BARE SOIL WITHIN 15 DAYS OF GROUND DISTURBING
2FLOODPLAIN
��LIVESTAKES
BENCHFLOODPLAIN
d
PLUGS PER PLANS
3 PERMANENT STREAM CROSSING (CULVERT
C900
ROAD SURFACE
SUB -GRADE SURFACE
TAMP BACKFILL MATERIAL MIN OF I2' '
AT REGULAR INTERVALS -
BASE AND SIDEWALL FILL CULVERT
MATERIAL SHOULD BE
COMPACTED FINER SOIL
PARTICLES D "
20%BURIED
LEVEL OF
NATURAL STREAMED
ROCK FREE CULVERT BED VARIE` EXISTINOGROUND
(GRAVEL OR SOIL) (fiEE NOTES).
SLOPE VANE FROM CENTERLINE
STREAMBANK
3
Fs
BANKFULL ELEVATION
iii/i
GENERAL
NOTES.
SC UR POOL
U+
�
AwtZ,
1.
STREAM WORK AND LAND DISTURBANCE WITHIN THE 25' WIDE BUFFER ZONE ARE PROHIBITED DURING THE BROWN AND BROOK TROUT
B
�
SPAWNING SEASON OF OCT. 15 THROUGH APRIL IS.
FOOTER BOULDERS
S -
WILL BE PLACED INTO
Z
TO THE MAX EXTENT PRACTICABLE. CULVERT 489 OR LARGER SHOULD BE BURIED A FOOT INTO THE STREAMED. CULVERTS LESS THAN
THE EXISTING SUBTRATE AMINIMUM
STREAMBED
OF THE BOULDER DIAMETER
48'D SHOULD BE BURIED TO A DEPTH EQUAL TO OR GREATER THAN 20% THEIR SIZE TO ALLOW FOR AQUATIC LIFE PASSAGE.
A
3
STRINGENT EROSION CONTROL MEASURES SHOULD BE INSTALLED AND MAINTAINED WHERE SOIL IS DISTURBED. THESE CONTROLS.
SHOULD BE MAINTAINED UNTIL FULL PROJECT COMPLETION.
4.
IF ANY CONCRETE WILL BE USED. WORK MUST BE ACCOMPLISHED SO THAT WET CONCRETE DOES NOT CONTACT STREAM WATER.
5
WHEN POSSIBLE HEAVY EQUIPMENT SHOULD BE OPERATED FROM THE BANK RATHER THAN IN THE STREAM CHANNEL
D.
TEMPORARY OF HERBACEOUS VEGETATION SHOULD BE ESTABLISHED ON ALL BARE SOIL WITHIN 15 DAYS OF GROUND DISTURBING
f PROPOSED
j 01'K
ACTIVITIES IN THE 25 TROUT BUFFER TO PROVIDE LONG-TERM EROSION CONTROL IT IS ENCOURAGED TO USE NATURAL FIBER MATTING.
PROPOSED
BANKFULL WIDTH }OF PROPOSED
GENERAL NOTES.
i. qLL STO ARE TO BE STRUCTURE STONE.
7.
INSTEAD OF PLASTIC MATTING THAT CAN ENTRAP SMALL ANIMALS.
PLEASE
AN
BANKFULL WIDTH
BANKFULL WIDTH
t GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS
SEE PUMP AROUND DETAIL AS REQUIRED.
TOGETHER AND PLUGGING WITH STRUCTURE STONE CLASS A AND
SELECT MATERIAL OR CHINNING STONE APPROVED BY DESIGN
ENGINEER, AND LINING WITH FILTER FABRIC.
BANKFULL
NO GAPS
3. DIMENSIONS' AND SLOPES MAY BE ADJUSTED TO FIT BY THE DESIGN
ELEVATION
BETWEEN
gpULDE
ENGINEER
d. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TIGHTLY.
5. FOOTER BOULDERS AND VANE BOULDERS SHALL BE NATIVE STONE OR
SNOT ROCK. CUBICAL OR RECTANGULAR IN NATURE.
6. SLOPE OF VANE FROM CENTERLINE TO THE TOP OF THE VANE ARM
SHALL BE 2-5"h
7. ELEVATION CHANGE SHALL BE SPLIT EVENLY OVER TWO DROPS
STREAMER
8. THERE SHALL BE NO DROP GREATER THAN 6 INCHES.
ELEV.
_ FOOTER BOULDERS
9. THE ELEVATION OF EACH GRADE CONTROL STRUCTURE SHOULD BE
' Y
P WILL BE PLACED INTO
BE
EQUAL TO OR GREATER THAN THE ELEVATION OF THE TOP. OF THE
TOP OF CENTER }STONES SET
THE SUBSTRATE
FOO TER ROCKS DIRECTLY UPSTREAM
AT ELEVATION.SHO1AI40N
CROSS-SECTION A MINIMUM OF THE ROCK.
TO. FILTER FABRIC SHALL BE PLACED ON THE UPSTREAM SIDE OF THE
LONGITUDINAL PROFILE
DIAMETER
STRUCTURE TO PREVENT WASHOUT OF SEDIMENT THROUGH BOULDER
GARS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE
FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL
BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE.
SLOPE VANE FROM CENTERLINE
STREAMBANK
FILTER FABRIC TOP BANN KFULL SHALL BE 2-5%
BANKFULL ELEVATION
iii/i
FLOW
1.5 %VAMESCOPE
HEADER/ AX OF 0:5:
'��
STONE POOL i
j
FOOTER STREAMBED
STONE / P ELEV.
FOOTER BOULDERS
FILTER FABRIC , STIEP ROCK
WILL BE PLACED INTO
SECTION A -A
THE EXISTING SUBTRATE AMINIMUM
STREAMBED
OF THE BOULDER DIAMETER
ELEVATION
SECTION B -B
9COPYRIGHT 2015 BY BREC. P.A. ALL RIGHTS RESERVED, THIS PLAN MAY NOT BE RE -USED, SOLD. LOANED. OR GIVEN TOOTHERS. REPRODUCTION OR PHOTOCOPYING OF THIS
WRITTEN CONSENT OF BREC PA IS PROHIBITED AND IS A VIOLATION OF FEDERAL COPYRIGHT LA., PUNISHABLE BY FINES UP TO Sinn OnO PFR OFFENSE
� DORMANT LIVE STAKE
C900
�:. BANKFULL
POOL � �.•
RIFFLE I /;•
THALWEG
POOL / LOW -FLOW
WATER SURFACE
UVE STAKES
BUDS (FACING UPWARD)
CF.
r n2Cr
ayL BASAL END CUT AT 45'. 112'
r�9iF� TOI-1?IN DIAMETER
GENERAL NOTES.
1. LIVE STAKES SHALL BE INSTALLED ALONG THE OUTER MEANDER BEND WHERE
INDICATED ON THE DRAWINGS AND DETAILS.
2. LIVE STAKES SHALL BE CUT FROM AN APPROVED SOURCE WITH A SHARP TOOL
STAKE SHALL BE FREE FROM DISEASE OR EXCESS DEAD TWIGS. 2.5 TO 4 FEET IN
LENGTH WITH A BASAL END 0.5 TO 1.5 INCH IN DIAMETER. PRIOR TO INSTALLATION
BASAL END SHALL BE CUT AT A 45 DEGREE ANGLE AND THE END SHALL BE CUT FLAT
WITHOUT CRACKS.
3. LIVE STAKES SHALL BE INSTALLED BY GENTLY TAMPING INTO THE SOIL LEAVING 4
TO BINCHES EXPOSED. STAKES SHALL BE PLACED IN A RANDOM PATTERN AT A
RATE OF I LIVE STAKE PER SQUARE YARD ALONG BANKS
4. LIVE STAKES. SHALL BE INSTALLED WHEN THEY ARE DORMANT, WHICH TYPICALLY
OCCURS BETWEEN NOVEMBER 15 AND MARCH 15
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DATE I REVISIONS.
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PLAN
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OF FEDERAL
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The
I National Map
WHITEHEAD QUADRANGLE
NRTH 1. VJ 10 O 7,5 -MINUTE SERI S
10' 81°07'30"
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The Peak &

m
36° 39 2"N
36° 29 40" N
487400 487500 487600 487700 487800 487900
3
Map Stale: 1:4,720 if printed on A landscape (11" x 8.5') sheet
Meters
N
0 50 100 200 300
Feet
0 200 400 800 1200
Map projection: Web Mercator Corrlermordinates: WGS84 Edge d6: UTMI Zone 17N WGS84
uSDA Natural Resources Web Soil Survey
191111111 Conservation Service National Cooperative Soil Survey
Soil Map—Alleghany County, North Carolina
3
a
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36' 30' 2" N
488000 4881.D0 488200 488300
8
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Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
171 Area of Interest (AOI)
Soils
Q Sod Map Unit Polygons
Sod Map Unit Lines
i
Soil Map Unit Points
Special
Point Features
W
Blowout
KXBorrow
Pit
Very Stony Spot
Clay Spot
0
Closed Depression
X
Gravel Pit
misunderstanding of the detail of mapping and accuracy of soil line
Gravelly Spot
O
Landfill
A.
Lava Flow
.&
Marsh or swamp
s►
Mine or Quarry
0
Miscellaneous Water
0
Perennial Water
V
Rock Outcrop
+
Saline Spot
Sandy Spot
fl,
Severely Eroded Spot
0
Sinkhole
P
Slide or Slip
jg
Sodic Spot
Soil Map—Alleghany County, North Carolina
MAP INFORMATION
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 8/2/2016
Conservation Service National Cooperative Soil Survey Page 2 of 3
Spoil Area
The sod surveys that comprise your AOI were mapped at 1 15,800.
Stony Spot
Warning: Soil Map may not be valid at this scale.
Very Stony Spot
Enlargement of maps beyond the scale of mapping can cause
Wet Spot
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
�j
Other
soils that could have been shown at a more detailed scale.
Special Line Features
Please rely on the bar scale on each map sheet for map
Water Features
measurements.
Streams and Canals
Source of Map Natural Resources Conservation Service
Transportation
Web Soil Survey URL- http //websoilsurvey.nres.usda.gov
+44
Rails
Coordinate System Web Mercator (EPSG 3857)
Interstate Highways
Maps from the Web Soil Survey are based on the Web Mercator
US Routes
projection, which preserves direction and shape but distorts
.r
distance and area. A projection that preserves area, such as the
Major Roads
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
Local Roads
Background
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
.
Aerial Photography
Sod Survey Area Alleghany County, North Carolina
Survey Area Data Version 13, Sep 9, 2014
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Oct 22, 2010—Mar 17,
2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 8/2/2016
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Alleghany County, North Carolina
Map Unit Legend
Alleghany County, North Carolina (NC005)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Ad
Alluvial land, wet (Nikwasi)
11.7
14.9%
CaF
Chandler silt loam, 25 to 45
2.4
3.1%
percent slopes
CeC
Chester loam, 6 to 10 percent
13.9
17.7%
slopes
CeE
Chester loam, 10 to 25 percent
22.4
28.6%
slopes
FnF
Fannin silt loam, 25 to 45
7.4
9.4%
percent slopes
HaC
Hayesville loam, 6 to 10 percent
0.1
0.2%
slopes
PoE
Porters loam, 10 to 25 percent
0.1
0.1%
slopes
TaC
Tate loam, 6 to 10 percent
2.6
3.4%
slopes
WaE
Watauga loam, 10 to 25 percent
10.0
12.8%
slopes
WaF
Watauga loam, 25 to 45 percent
7.7
9.8%
slopes
Totals for Area of Interest
78.5
100.0%
Uys_D_A Natural Resources Web Soil Survey 8/2/2016
Conservation Service National Cooperative Soil Survey Page 3 of 3