20201475 Ver 1_ePCN Application_20201117

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
October 26, 2020 Ver 3.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20201475
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:
McLean
1a. Who is the Primary Contact?*
Josselyn Lucas
1b. Primary Contact Email:*
[e-mail]
Date Submitted
11/17/2020
Nearest Body of Water
Yadkin River
Basin
Yadkin-PeeDee
Water Classification
C;Tr
Site Coordinates
Latitude: Longitude:
36.115212-81.643711
Pre -Filing Meeting Information
ID#
20201475
Pre -fling Meeting or Request Date*
10/15/2020
Attach documentation of Pre -Filing Meeting Request here:*
DWR Pre -Filing Meeting Request Form (1).pdf
Version#*
1
What amout is owed?*
IT $240.00
r $570.00
Select Project Reviewer*
Amy Annino:eads\amannino
1c. Primary Contact Phone:*
[phone]
Version
1
51.68KB
A. Processing Information C^U
County (or Counties) where the project is located:
Caldwell

Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
la. Type(s) of approval sought from the Corps:
* Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
r Yes
r No
1b. What type(s) of permit(s) do you wish to seek authorization?
W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 18 - Minor Discharges
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
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
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?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Lou and Walter McLean
2b. Deed book and page no.:
1973/937
2c. Responsible party:
Lou and Walter McLean
2d.Address
*
r Yes r No
r Yes r No

Street Address
9303 Blackberry Road
Address Line 2
city
Lenoir
Postal / Zip Code
28645
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Josselyn Lucas
4b. Business Name:
Brushy Fork Environmental Consulting, Inc.
4c.Address
Street Address
10565 Highway 421 South
Address Line 2
city
Trade
Postal / Zip Code
37691
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
McLean AA_SIGNED.pdf
State / Province / Ifgion
North Carolina
Country
USA
2f. Fax Number:
Slate / province / Region
Tennessee
Country
USA
4e. Fax Number:
189.14KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
ff appropriate)
1c. Nearest municipality/ town:
Blowing Rock (Watauga County)
2. Project Identification
2a. Property Identification Number:
2b. Property size:
9817809839
13.2 ac
2c. Project Address
Street Address
9312 Blackberry Road
Address Line 2
City
State / Province / Region
Lenoir
NC
Postal / Zip Code
Country
28645
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Yadkin River
3b. Water Resources Classification of nearest receiving water:*
C;Tr
3c. What river basin(s) is your project located in?*

Yadkin-PeeDee
3d. Please provide the 12-digit HUC in which the project is located.
030401010102
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site is located in northern Caldwell County, NC roughly 2 miles southeast of Blowing Rock. The area is currently residential, mountainous, and forested. A portion of the parcel has
been cleared and partially graded to prepare for a 80' x 50' metal building.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
Topo.pdf 87.42MB
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)
Soil Map.pdf 2.02MB
4f. List the total estimated acreage of all existing wetlands on the property:
0
4g. List the total estimated linear feet of all existing streams on the property:
1850
4h. Explain the purpose of the proposed project:*
The proposed project entails grading for the proposed 80' x 50' foot metal building. In addition, failed culvert tiles under the driveway will be replaced and the driveway re -graveled and
re -graded.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The proposed residential project entails grading for the proposed 80' x 50' metal building, and the replacement of failed concrete culvert tiles underneath the driveway access with
HDPE. The drivevoy above the failed culverts will the re -graveled and re -graded. An erosion and sediment control plan is being submitted separately to NC DELM. Any area left
exposed after grading will be immediately seeded with temporary and permanent grass seed. A variety of heavy equipment will be used during the construction of this project and may
include dump trucks, skid steers, track hoes, or other equipment.
4j. Please upload project drawings for the proposed project.
11.17.20_McLean_ESC_STAMPED.pdf 4.09MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Josselyn Lucas
Agency/Consultant Company: Brushy Fork Environmental Consulting, Inc.
Other:
5d1. Jurisdictional determination upload
McLean JD.pdf 18.19MB
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries f Buffers
r Open Waters r Pond Construction

3. Stream Impacts
3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact* 3d. S. name* 3e. Stream Type* 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
51
Culvert Replacement Permanent Culvert lJT1 Perennial Both 2 100 P Average (feet) (linearfcet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
100
3i. Total stream and ditch impacts:
100
3j. Comments:
Removal of failing 24"x100' concrete tiles, replace with 24'x100' HDPE.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
3i. Total temporary stream impacts:
0
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Multiple building foot prints were drafted, the final footprint resulted in the least impacts to streams. Site plans detail all measures taken to reduce
impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
All streambank disturbances will be stabilized same day with matting and seeding to reduce sedimentation during construction. Only well maintained
equipment will be used, no leaks will be tolerated. All equipment will be in new and/or good condition. Silt fencing will be installed to prevent
construction runoff to enter streams. An erosion and sediment control plan has been developed for this project and wil be submitted separately to the
state (NC DEMLR).
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 f• No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
The project impacts are under the threshold for Compensatory Mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
Project is not located within a NC Protected Riparian Buffer.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
Comments:
—This site is not subject to any stormwater program. An erosion and sediment control plan is being submitted to NC DEMLR.
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
u
2. Violations (DWR Requirement)

2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 21-1.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
2b Provide an explanation of the violation(s):
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.
There is no future development planned for this site.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor NrA
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
r Yes r No r Unknown
Se. Is this a DOT project located within Division's 1-8?
r Yes r No
St. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?`°
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS IPaC
Consultation Documentation Upload
Species List_ Asheville Ecological Services Field Office.pdf 489.28KB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r' Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA Essential Fish Habitat Mapper online
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC SHPO,, GIS
7c. Historic or Prehistoric Information Upload
SHPO.pdf 1.78MB
8. Flood Zone Designation (Corps Requirement)

8a. Will this project occur in a FEMA-designated 100-year floodplain?*
C Yes r. No
8c. What source(s) did you use to make the floodplain determination?*
FEMA Flood Map Service Center, online
Miscellaneous U
Comments
Miscellaneous attachments not previously requested.
FIRMETTE.pdf 879.79KB
McLean Photosheets.pdf 4.48MB
Signature
® By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Josselyn Lucas
Signature
Date
11 /17/2020

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. N/A PLAN NO. N/A PARCEL ID: 2817809839
STREET ADDRESS: 9312 Blackberry Road, Lenior, NC 28645
Property Owner:
Mabel McLean
The undersigned, registered property owners of the above noted property, do hereby authorize
Adam Williams , of Brushy Fork Environmental Consulting, Inc,
(Contractor/Agent) (Consulting Firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance
of this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
9303 Blackberry Road. Lenior. NC 28645
Telephone: [phone] � 7- `? -- 2 L) 5 - -7 � Z (c
We hereby certify the above information submitted in this application is true and accurate to
the best of our knowledge.
_I--- J - `J \N`.
Authorized Signature:
Date: O c-.,cm. , z o Z Q

-81.7500"
36.1250"
3998000mN
97
96
95
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93
92
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89
87
85
36.0000"
-81.7500"
�:USGS
science for a changing world
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
The National Map
USTopo
GLOBE QUADRANGLE
all�S
NORTH CAROLINA
7.5-MINUTE SERIES
-81.6250'
433000M E 34 35 36 37 38 39 40 41 42 43 36.1250 °
33 34 35 36 37 38 39 40 41 42 443000mE
Produced by the United States Geological Survey
North American Datum of 1983 (NAD83)
World Geodetic System of 1984 (WGS84). Projection and
1 000-meter grid:Universal Transverse Mercator, Zone 17S
This map is not a legal document. Boundaries may be
generalized for this map scale. Private lands within government
reservations may not be shown. Obtain permission before
entering private lands.
Imagery .....................................................NAIP, July 2016 - November 2016
Roads ......................................... U.S. Census Bureau, 2016
Roads within US Forest Service Lands ........................FSTopo Data
with limited Forest Service updates, 2012 - 2016
Names............................................................................GNIS, 1980 - 2018
Hydrography...............................National Hydrography Dataset, 2002 - 2018
Contours............................................National Elevation Dataset, 2008
Boundaries..............Multiple sources; see metadata file 2017 - 2018
Wetlands.................FWS National Wetlands Inventory 1983
MN
GIJ
7°25-
132 MILS
0°24-
7 MILS
UTM GRID AND 2019 MAGNETIC NORTH
DECLINATION AT CENTER OF SHEET
U.S. National Grid
100,000 - m Square ID
MV
Grid Zone Designation
17S
SCALE 1:24 000
1 0.5 0 KILOMETERS 1 2
1000 500 0 METERS 1000 2000
1 0.5 0 1
MILES
1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000
FEET
CONTOUR INTERVAL 40 FEET
NORTH AMERICAN VERTICAL DATUM OF 1988
This map was produced to conform with the
National Geospatial Program US Topo Product Standard, 2011.
A metadata file associated with this product is draft version 0.6.18
NORTH
CAROLINA
QUADRANGLE LOCATION
1 Valle Crucis
1
2
3
2 Boone
3 Deep Gap
4 Grandfather Mountain
4
5
5 Buffalo Cove
6 Chestnut Mountain
6
7
8
7 Collettsville
8 Lenoir
ADJOINING QUADRANGLES
36.0000'
-81.6250'
ROAD CLASSIFICATION
Expressway o Local Connector
Secondary Hwy — Local Road
Co M
Ramp 4WD
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• Interstate Route US Route O State Route
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FS Primary Route O FS Passenger O FS High
Route Clearance Route N toX
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McLean Erosion and Sediment Control Plan
�
51 bject Property
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SHEETINDEX
COVER 1
OVERALL SITE PLAN 2
DRAINAGE AND DISTURBANCE AREAS 3
EROSION AND SEDIMENT CONTROL DETAILS 1 4
EROSION AND SEDIMENT CONTROL DETAILS 2 5
GENERAL NOTES:
1. STREAM ASSESSMENT DATA PRESENTED HEREIN COLLECTED BY
BFECIBFED.
2. CONTOUR DATA PRESENTED IN THIS DOCUMENT IS TAKEN FROM
NCDOT LIDAR DATA (2' and 10' CONTOURS).
3. HORIZONTAL AND VERTICAL GRID CONTROL TIED TO PROJECT BY
BFED. SURVEY DATA USED FOR DESIGN IS RELATIVE TO ITSELF
AND APPROXIMATELY SET TO REAL WORLD COORDINATES BASED
ON LIDAR DATA.
EROSION AND SEDIMENT CONTROL NOTES:
1. ONCE SITE CONSTRUCTION WITHIN AN AREA HAS CEASED ALL
DISTURBED AREAS WILL BE IMMEDIATELY SEEDED
(TEMPORARY & PERMANENT SEED).
2. HEAVY EQUIPMENT WILL NOT ACCESS THE STREAM CHANNELS.
3. NO CONSTRUCTION ACTIVITIES WILL OCCUR OUTSIDE THE
CONSTRUCTION LIMITS AS SHOWN ON THE SITE PLAN.
McLean Location Map
Project Location
36.115212°,-81.6437111\,
Caldwell County, NC
Caldwell County, NC 0 50 100 200 N o<
Miles A
North Carolina Counties
Map is no[ ro ba --.d as surveyed data. All bandanas era approumate GIS dale --- W blic data sources. SFEG 2019.
0
N
O >
ma o�
Z O Y Q
Sheet
115

X X X �0 J ��
Remove 24"x100' concrete tiles and X X Xx X X X
replace with 24"x100' HDPE culvert X X X X X - �Q �j , o
Remove excess sediment \ '
build-up behind silt -fence X X P o
and replace any failed fencing 1 �� X
X X X
\ No disturbance shall take - Re -grade and re -gravel construction exit
X X �
place in 50' trout buffer X X \ v �, �, ,� o
X X X � Existing box drain /� /
4' Weir to \ X X X X X II / // •ZZ
ZZ
' 18" Slope Drain s X X� /Existing 18 HDPE culvert /
\\\ X` Xi \ X - X Trim plastic pipe to be flush with slope. w
Class A RipRap 4.5 x 3 splash pad.:::::
Discontinue Silt Fence in front of pad. pp , . X ,� Install rip -rap on slope below pipe for
Tie silt fence to 18" pipe exit. ; �� permanent erosion protection.
\�ii ii1 i General Comment: 1 �� � � ��\ � X. x X�\\'X N-
Recommend min 2:1 SS on � ��\\\ X Class A RipRap 4.5I x 3I splash pad.
all slopes for soil stability. �\ �—� y ��� Discontinue Silt Fence in front of pad.
,Tie silt fence to 18 pipe exit.
\\ I
3' Weir to 18" Slope Drain
LEGEND PROPOSED •i' '> �" >!.;. >
Seed and sta ilize slope and an ~
Install silt -fence to protect stream
EXISTING STREAMS �.�i/ SILTFENCE p y +'•{'•� �j /
�/ EARTH BERM bare earth within seven days of �;:«;,;...•.. ^�.:iC,!,•�. ,a / ///��,///
2' EXISTING CONTOURS / ✓ DIVERSION ,V '" ' ' 4' ?' :�.:. •y; / // O {x / / C
final disturbance
10' EXISTING CONTOURS ® HDPE PIPE I I 1 p
.� �• .' Remove excess sediment m
PARCELS CONSTRUCTION EXIT �_ f—j• �_ m a
_ build-up behind silt -fence
e..�•�,..�'' DRAINAGEAREAS
DISTURBED AREA1Z and replace any failed fencing O O U
0 50' TROUT BUFFER 0 PROPOSED BUILDING
PAD \ i
\ DISTURBED AREA NOTE
SEDIMENT BASIN \ :.
\ S'B''''2. THE TOTAL DISTURBED AREA FOR THE PROJECT
IS 2.10 +/- ACRES. THIS DISTURBANCE IS
f FLOW PATHS \ ASSOCIATED WITH GRADING AND ASSOCIATED
50'x80' concrete pad to be installed ~ / Backfill washouts and install diversion ditch CUT AND FILL SLOPES.
to convey runoff to sediment trap
\ c� STABILIZATION NOTE
Spills and Non -Storm water Contingencies \
Construction vehicles shall clean mud from their tires and STABILIZE SWALES, EARTH BERM DIVERSION, BARE EARTH, AND ALL
i/ X X X 2: 1 OR STEEPER SLOPES WITH EROSION CONTROL LENT) G NORTH
body onsite tr that the sediment will flow to the wash pit All hazardous materials such as empty or partially empty I II i % / >�- / ((( /
near the construction exit and/or the sediment control paint cans, oil cans, fitters, cleaning fluid, etc. shall be � 5 Weir to 18 Slope Drain � � � AMERICAN GREEN S75/5150 (per spec.) OR EQUIVALENT)
devices. Any sediment that ends up in the street or other disposed of by taking them to a permitted hazardous / U I AND PERMANENT SEEDING. INSTALL PER MANUFACTURER'S (tj
places offsite shall be cleaned up with a shovel and broom or material disposal site in accordance with State laws. ,�- Class A RipRap 4.5 x Splash pad. SPECIFICATIONS.
other means before the next rainfall but shall not be washed
away using water. The cleaned up sediment shall be placed The washing of paint tools or other hazardous material \\ �/ X X Discontinu�tft-F ce in front of pad. U
equipment must be performed and disposed ofin accordance - /
back onsite or taken to another site with an approved andp p y� x X OVERALL SEQUENCE OF CONSTRUCTION
functioning sediment control plan. with all State and Federal regulations. The cleaning residue No disturbance shall take S / ��
Vehicles and equipment shall be fueled onsite near the from such equipment is hazardous and can not be Tie silt ce to 18 pipe exit. (/w
X X trap discharged onto the ground or into a sediment basin, ,
coany fuel spill immediately. Contaminated soils will be placed nstruction exit in designated containment area. Clean u I — Sediment control and drainage construction items should
g p pond, storm drain, ditch, stream, other stormwater place in 50 trout buffer X X X g �
S (Cj
conveyance, or to waters of the State including both surface be installed in accordance with the followinggeneral cu
on heavy plastic and covered or placed in approved �� Z
containers to prevent contact with stormwater. All fuel tanks and groundwater and shall be disposed of in accordance with sequence. Perimeter sediment control devices should be a)J
sState laws. hall be stored in the containment area. All oil, other vehicle X X X X X X X X ' V
fluids, solvents, paint, etc. shall be stored in a construction Litter, construction materials, construction debris, �� in place before grading begins. 0
trailer or other approved container. construction chemicals, and other hazardous materials
exposed to storm water shall be picked up prior to X , X 1. Install the construction exit on existing driveway.
Absorbent material (for land based spills), booms (for spills anticipated storm events or before being carried offofthe
into waterways), and other hazardous material cleanup tools site b wind e. forecasted b local weather re orts, or X X X X X 2.Install silt fence around tributaries.
Y ( 9, Y report.),
as necessary shall be available for immediate use if an onsite otherwise prevented from becoming a pollutant source for �\�� (� ///,
spill occurs. If a spill of hazardous materials occurs, the spill storm water discharges. Litter, construction materials, X X X X X `j A RO / / / shall be contained immediately and then completely cleaned construction debris, construction chemicals, and other �— \\�\ ` `, C/// 3.Install sediment basins as shown on the drawings.
up. If the spill has entered a water source, sinkhole, storm hazardous materials shall not be allowed to enter a sediment ' \ /
drain, or other stormwater conveyance, the local basin, trap, pond, storm drain, ditch, stream, other X _ X X X `\\\�Q `C S' (CIO /J/ //4.Install slope drains and rip rap pads.
governmental authority shall be contacted immediately. Any stormwater conveyance, or to waters ofthe State. This can X ` OC G J � %
contaminated material from the cleanup shall be disposed of be accomplished by screening outfalls, daily pickup or (�--�' '� w� 5. Install Earth Berm Diversion according to site plan to
in accordance with all State laws. cleanup, or other methods. {(
Y X X X SEAL ` — route sediment laden water to sediment basins.
Ready -mix concrete trucks shall wash out their equipment After their use, materials used for erosion prevention and — -
into a designated wash pit near the construction exit. This sediment control should be removed or otherwise prevented 040��� 6. Grading work will be performed in small sections.
wash pit is to trap the concrete and its wash. The contractor from becoming a pollutant source for storm water X X X X X X X X X g p _ =
shall maintain this pit(s) as necessary to always have at least discharges. — — Stabilizing bare earth as appropriate. MEMO
50 % volume. Any material removed from the wash pit shall Contractor is responsible for litter control and cleanup.
X X X 120
144
Sheet
be used for fill material onsite or disposed of in accordance
be for
F v
7. Temporarily stabilize any disturbed areas within 14
with all State and Federal regulations. Wash from the Sediment controls shall provided any water-
concrete trucks and any overflow from the wash pit shall not distribution or waste disposal system onsite including
sanitary sewer or septic systems.
X Feet
Ft
//� HCj IN \\
days.
be allowed to discharge to a sediment basin, trap, pond,
r conveyance, or
includ
/, �/Iy. \\
'/'//�i///
8 Permanently
tly stabilize all areas once project is
'/�/ C
L /J
towatersof thlecState including surface and
• ,�``\\

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\\\ SUB -DRAINAGE AREA 1
TOTAL DISTURBED AREA: 0.42 AC
TOTAL1 DRAINAGEAREA: 0.86 AC
\ \ PROPOSED DISTURBANCE AREA \\\
TOTAL DISTURBED AREA. 2.10 AC
\ I
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LEGEND PROPOSED I \
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EXISTING STREAMS ri�`� SILT FENCEEARTH BER
I \
Z EXISTING CONTOURS DIVERSIONM I
10' EXISTING CONTOURS HDPE PIPE
1 11
PARCELS CONSTRUCTION EXIT
DRAINAGEAREAS I
' DISTURBED AREA Il
0 50'TROUT BUFFER 0 PROPOSED BUILDING
PAD SUB -DRAINAGE AREA 2
SEDIMENTBASIN TOTAL DISTURBED AREA: 0.53 AC
FLOWPATHS TOTAL DRAINAGEAREA: 0.85AC
Spills and Non -Storm water Contingencies
Construction vehicles shall clean mud from their tires and
bodyon-site so that the sediment will flow to the wash it
P
near the construction exit and or the sediment control
devices. An sediment that ends u in the street or other
Y P
laces offsite shall be cleaned u
P P with a shovel and broom or
other means before the next rainfall but shall not be washed
away using water. The cleaned up sediment shall be placed
back onsite or taken to another site with an approved and
functioning sediment control plan.
Vehicles and
equipment shall be fueled onsite near the
construction exit in a designated containment area. Clean u
9 P
any fuel spill immediately. Contaminated soils will be placed
on heavy plastic and covered or placed in approved
containers to prevent contact with stormwater. All fuel tanks
shall be stored in the containment area. All oil, other vehicle
fluids solvents Paint etc. shall be stored in a construction
trailer or other approved container.
Absorbent material (for land based spills), booms (for spills
into waterways), and other hazardous material cleanup tools
as necessary shall be available for immediate use ifan onsite
spill occurs. If a spill of hazardous materials occurs, the spill
shall be contained immediately and then completely cleaned
up. If the spill has entered a water source, sinkhole, storm
drain, or other stormwater conveyance, the local
governmental authority shall be contacted immediately. Any
contaminated material from the cleanup shall be disposed of
in accordance with all State laws.
Ready -mix concrete trucks shall wash out their equipment
into a designated wash pit near the construction exit. This
wash pit is to trap the concrete and its wash. The contractor
shall maintain this pit(s) as necessary to always have at least
50% volume. Any material removed from the wash pit shall
be used for fill material onsite or disposed of in accordance
with all State and Federal regulations. Wash from the
concrete trucks and any overflow from the wash pit shall not
be allowed to discharge to a sediment basin, trap, pond,
storm drain, ditch, stream, other stormwater conveyance, or
to waters ofthe State including both surface and
groundwater.
All hazardous materials such as empty partially t
PY or P Y empty
paint cans, oil cans, fitters, cleaning fluid, etc. shall be
disposed of b taking them to a permitted hazardous
P Y 9
material disposal site in accordance with State laws.
The washing of paint tools or other hazardous material
equipment must be performed and disposed ofin accordance
with all State and Federal regulations. The cleaning residue
from such equipment is hazardous and can not be
discharged onto the ground or into a sediment basin, trap,
pond, storm drain, ditch, stream, otherstormwater
conveyance, or to waters of the State including both surface
and groundwater and shall be disposed of in accordance with
State laws.
Litter, construction materials, construction debris,
construction chemicals and other hazardous materials
exposed to storm water shall be picked up prior to
anticipated storm events or before being carried off of the
site by wind (e.g., forecasted by local weather reports), or
otherwise prevented from becoming a pollutant source for
storm water discharges. Litter, construction materials,
construction debris, construction chemicals, and other
hazardous materials shall not be allowed to enter a sediment
basin, trap, pond, storm drain, ditch, stream, other
stormwater conveyance, or to waters ofthe State. This can
be accomplished by screening outfalls, daily pickup or
cleanup, or other methods.
After their use, materials used for erosion prevention and
sediment control should be removed or otherwise prevented
from becoming a pollutant source for storm water
discharges.
Contractor is responsible for litter control and cleanup.
Sediment controls shall be provided for any water
distribution or waste disposal system onsite including
sanitary sewer or septic systems.
%C
1:720
w
SUB -DRAINAGE AREA 3
0
TOTAL DISTURBED AREA: 0.34 AC
/ TOTAL DRAINAGE AREA: 0.34 AC
( 1
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/ DISTURBED AREA NOTE
THE TOTAL DISTURBED AREA FOR THE PROJECT
IS 2.10 +/- ACRES. THIS DISTURBANCE IS
ASSOCIATED WITH GRADING AND ASSOCIATED
CUT AND FILL SLOPES.
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STABILIZATION NOTE
cr
STABILIZE SWALES, EARTH BERM DIVERSION, BARE EARTH, AND ALL
2: 1 OR STEEPER SLOPES WITH EROSION CONTROL MATTING (NORTH
U
AMERICAN GREEN S75 5150 (per s ec. OR
/EQUIVALENT) (P P
AND PERMANENT SEEDING. INSTALL PER MANUFACTURER'S
cts
SPECIFICATIONS.
Q
L
OVERALL SEQUENCE OF CONSTRUCTION
W
Sediment control and drainage construction items should
9
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>;
be installed in accordance with the following general
U
sequence. Perimeter sediment control devices should be
in place before grading begins.
I. Install the construction exit on existing driveway.
2.Install silt fence around tributaries.
3.Install sediment basins as shown on the drawings.
IU
4.Install slope drains and rip rap pads.
Q
5.Install Earth Berm Diversion according to site plan to
route sediment laden water to sediment basins.
6.Grading work will be performed in small sections.
Stabilizing bare earth as appropriate.
7.Temporarily stabilize any disturbed areas within 14 Sheet
days.
S. Permanently stabilize all areas once project is 315
complete.

SILT FENCE WITH WIRE BACKING
°LACE WOVEN WIRE FENCE BACKING BETWEEN FABRIC
AND POSTS AND FASTEN SECURELY
4' MAXIMUM CENTER TO 48" MINIMUM LENGTH STEEL POST,
CENTER DRIVEN A MINIMUM OF l8"INTO
Now a GROUND
28" MINIMUM HEIGHT OF
GEOTEXTILE CLAII F
6" MINIMUM DEPTH IN
GROUND
PLO/ PLO)/ PLACE WOVEN WIRE FENCE
BACKING BETWEEN FABRIC
48" MINIMUM STEEL AND POSTS AND FASTEN
PERSPECTIVE VIEW Posr LENGTH SECURELY
FILTER
CLOTH- STEEL POST SECTION
MINIMUM 30" ABOVE
FLOW GROUND
UNDISTURBED
EIF
GRO ND
ED GEOTEXTILE CLASS F
TOP VIEW NIMUM OF 6" VERTICALLY STEEL POST DRIVEN A
INTO Th'E GROUND MINIMUM OF 18" INTO
POSTS -0 HE GROUND
SECTION e CROSS SECTION
I-TIR I A
JOINING TWO ADJACENT SILT
FENCE SECTIONS
1. Steel posts shall be a minimum of 48" long driven a m of 18" into the ground.
p g .
The steel posts may be standard T or U section weighing not less than 1.3 lbs ft.
P Y 9 9
2. Geotextile and woven wire fence backingshall be fastened secure/ to each post from
Y
top to ground level and the geotextile shall meet the following requirements:
tensile strength warp 260 lbss/in. (min), fill 180 lbss/in.
bursting strength 175 Ibs/in (min)
flow rate 70 gpm/sq. ft
3. Where ends ofgeotextile fabric come together they shall be overlapped, folded, and
secured to prevent sediment bypass.
4. Silt fence shall be inspected before and after each rainfall event and maintained when
bulges occur or when sediment accumulation reaches 50 % of the fabric height.
PERMANENT SEEDING RECOMMENDATIONS
CO/VS7-R UCT70/V EXIT
3 MOUNTABLE
BERM (6" MIN.) AS NEEDED
50' MINIMUM
EXISTING PAVEM
EARTH FILL
GEOTEXTILE CLASS 'C' �� PIPE AS NECESSARY
OR BETTER MINIMUM 6" OF 1.5"-3.5" AGGREGATE
OVER LENGTH AND WIDTH OF
EXISTING GROUND STRUCTURE
PROFILE
50' MINIMUM
LENGTH420�'
MIN.
EXISTING
20' MINIMUM PAVEMENT
WIDTH
WASH PIT -�� MIN.
(SEE NOTEBELOW)
PLAN VIEW
WASH PIT NOTE:
PROVIDE 100 SQUARE FEET 10X10' 20X5 ETC. X 3' DEEP PIT FOR TRUCKS INCLUDING CONCRETE
TRUCKS TO WASH INTO. LOCATE THE PIT NEAR THE CONSTRUCTION EXIT IN SUCH A MANNER THAT THE
WASH RUNOFF FROM THE TRUCKS WILL DISCHARGE INTO THE PIT. ONCE THE PIT HAS LOST 50% OF ITS
STORAGE CAPACITY, REMOVE THE ACCUMULATED SEDIMENT, CONCRETE, ETC. AND DISPOSEOFIN
ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS. THE REMOVED ACCUMULATED
MATERIAL SHALL NOT BE DISCHARGED OR DEPOSITED IN A STORM DRAIN SYSTEM, DITCH, STREAM,
WATERWAY, LAKE, OR OTHER STORMWATER CONVEYANCE.
Construction Specification
1. Length - minimum of 50'
2. Width - 20' minimum, should be flared at the existing road to provide a
turning radius. Maximum side slope of the stone is 3: 1.
3. Geotextile fabric shall be placed over the existing ground prior to placing
stone.
4. Surface Water - all surface water flowing to or diverted toward construction
entrances shall be piped through the entrance, maintaining positive drainage.
Pipe installed through the stabilized construction entrance shall be protected
with a mountable berm with 5:1 slopes and a minimum of 6" of stone over
the pipe. Pipe has to be sized according to the drainage. When the SCE is
located at a high spot and has no drainage to convey a pipe will not be
necessary. Pipe should be sized according to the amount of runoff to be
conveyed. A 6"minimum will be required.
5. Location - A stabilized construction exit shall be located at every point where
construction traffic enters or leaves a construction site. Vehicles leaving the
site must travel over the entire length of the stabilized construction exit.
Species Rate (Iblacre)
Native Upland Wildlife Forage & Cover Meadow Mix 20
(Ernst Conservation Seed or similar)
Broom top millet 30
Seeding dates
West ..................................................... Oct 1 - May 31
TEMPORARY SEEDING
TEMPORARY SEEDING RECOMMENDATION FOR SUMMER
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and
750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch anchoring
tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
Refertilize if gro�Arth is not fully adequate. Reseed, refertilize and mulch immediately following
erosion or other damage.
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
FSpecies Rate (lb/acre)
ats30
inter wheat 30
Seeding dates
East
_.. Aug 15- Dec 15
Middle _____ _____
_._Aug_15-Dec30
West ....................................................
Aug. 15 -Doc 30
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone and
750lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000lb/acre straw. Anchor straw bytacking with asphalt, netting, or a mulch anchoring
tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
Refertilize If growth is not fully adequate. Reseed, refertilize and mulch immediately following
erosion or other damage. If necessary to extend temporary cover beyond June 15, overseed
with 50lblac crimson clover in late February or early March.
Species Rate (Iblacre)
Oats 60
Brown top millet 30
Ear th Berm Di vers o n
or Temporary Diversion
Flow of tch
Note:
ConVacted earth
excavated from
dltch
Diversion ditches will be stabilized immediately follo
wing
9
installation and permanently stabilized using erosion
control matting and native vegetation.
Seeding dates
East ........................................._.__._.. May 15 - Aug. 15
Middle .................................................... May 1 -Aug. 15
West ....... ... ................ ............ Apr. 15 -Aug. 15
Soil amendments
Fallow recommendations of sail tests or apply 2,000lb/acre ground agricultural limestone and
750 Ib/acre 10-10-10 fertilizer.
Mulch
Apply 4,0001blame straw. Anchorsiraw by tacking with asphalt, netting, or a mulch anchoring
tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
Refertilize if growth is notfully adequate. Reseed, refertilize and mulch immediately following
erosion orother damage.
TEMPORARY SEEDING RECOMMENDATION FOR LATE WINTER AND EARLY SPRING
Species
Rye
Rate (lb/acre)
120
Seeding dates
East ____ ____..__ Above 2500 feet Feb_ 15 -May 15
Below 2500 feet: Feb. 1- May 1
Middle ---- _--_.-- __.----------.. Jan. t -May 1
West........................................................... Dec. 1 -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Iblacre ground agricultural limestone and
750lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw bytacking with asphalt, netting, or a mulch anchoring
tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immstately following
erosion or other damage.
Final Basin Designi Year
Project Name
Design 1
Basin ID(Sta. No.IConst. Linellt,rt or median)
Calculate Peak Flow: Q = CIA
Disturbed Area (ac)
Undisturbed Area (ac)
Total Drainage Area (ac)
Undisturbed Area C
Disturbed Area C
Total Drainage Area C
Time of Concentration: Tic (min) _
Rainfall Intensity Factor I (infhr)
Peak Flow Rate Q (cfs)
Surface Area Calculation
Required Surface Area (ft2)
Default Basin Depth (ft) _
Sediment Storage Based on SA (ft)
Basin Size
Length (ft)
Width (ft)
Quantity Calculator
Length (ft)
Width (ft)
Quantity
Weir Length (ft)
Final Design
Basin Length (ft)
Basin Width (ft)
Basin Depth (ft) _
Basin Weir Size (ft)
Basin Quantity
Surface Area (ft2)
Storage (ft)
McClean
Sed Trap #1 Sed Trap #2 Sed Trap #3
0.4
0.52
0.34
0.46
0.33
0
0.86
0.85
0.34
0.05
0.05
0.00
0.60
0.60
0.60
0.31
0.39
0.60
5
5
5
5.8
5.8
5.8
1.5254
1.9053
1.1832
496
619
385
2
2
2
992
1238
769
36
40
32
18
20
16
36
40
32
18
20
16
0.77
0.77
0.75
4
5
3
36
40
32
18
20
16
2
2
2
4
5
3
1
1
1
648
800
512
1296
1600
1024
0
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Sheet
415

SLOPE DRAIN
4'
Diversion min } Island over inlet
Dike I. ::.:....,,1 rj
.:�- . '
Hold-down stak1.5min
es #'` ;' �:
10' spacing II�l=�ll InletIII Hll-
Plastic cb
corrugated
pipe Itrt
Stabilize
outlet -A
'� 4 ' min
level section
Figure 612a Cross section of temporary slope drain,
Tap of
diversion
Natural A
ground -1i' min
Diversion
channel ...
Top of
hand -compacted
fill (island)
y
3' min
k 3:1
STAPLE DETAIL
FOR
MATTING
STAPLE PATTERN GUIDE
8' (2.4 M) WIDE ROLLS
NORTH
AMERICAN PARA EL ENGRAPADO
GREEN 8' (2.4 M) ROLLE ANCHO
STAPLE PATTERN GUIDE
a 4' (1.2 M) WIDE ROLLS
NORTH
AMERICAN PARA EL ENGRAPADO
GREEN 4' (1.2 M) ROLLE ANCHO
3MI
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(; s �TAP�ESPER o. M! (ZO soaus PER M In
PORAO3OAO 17GRAPAS FOR D�OAD
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(a, cRAPAe PoR MC D) �3oRAPASPORM �,Ao�
ia,'sP�ESPER'S. ia3'�ESPER'so
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eo
WATER LEVEL I 5'-0•
2.1 SIDE SLOPE
!20IDE SLOPET 057 WASHED STONES B EROSION CONTROL STONE
FILTER FABRIC SECTION
NOTE: 1.5' MIN BELOW GRADE EMERGENCY SiFILMFABRIC
WEIR B' BELOW TO
LENGTH
70
II
-
NOT TO SCALE ELEVATION
BAFFLES
First Second Outlet R
Inlet Zone chamber chamber Zone
INLET 35% of 25% of 25% of 15% of 49 OUTLET
surface surface surface surface
area area area area
PLAN VIEW
SEDIMENT BASIN DETAIL
Note: NOT TO SCALE
* Baffle to be constructed using coir, jute, or burlap.
0
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Z O Y Q
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Sheet
515

National Flood Hazard Layer FI RMette *FEMA
Legend
8198'56"W 36o7'11"N
I.V,VVV
0 250 500 1,000 1,500 2,000
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
Without Base Flood Elevation (BFE)
Zone A, V, A99
SPECIAL FLOOD Wit
hBFE orDepthZoneAE,AD,AH,Ve,Aa
HAZARD AREAS Regulatory Floodway
OTHER AREAS OF
FLOOD HAZARD
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile Zonex
Future Conditions 1% Annual
Chance Flood Hazard Zonex
Area with Reduced Flood Risk due to
Levee. See Notes. Zonex
" Area with Flood Risk due to Leveezone D
NOSCREEN Area of Minimal Flood Hazard
Q Effective LOMRs
OTHER AREAS Area of Undetermined Flood Hazard
GENERAL - — - - Channel, Culvert, or Storm Sewer
STRUCTURES I I I I I I I Levee, Dike, or Floodwall
e n Cross Sections with 1% Annual Chance
17.5 Water Surface Elevation
o- - - Coastal Transect
—sfs— Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
— --- Coastal Transect Baseline
OTHER _ Profile Baseline
FEATURES Hydrographic Feature
Digital Data Available AN
El No Digital Data Available
MAP PANELS El Unmapped
0 The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 10/16/2020 at 11:08 AM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data overtime.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.

I
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Caldwell Count ,
U6D , US'rG� S, ArroGRIID, IrGN, d t e GIS lJ er C u ity
140

A
McLean
Project Photos
Photos taken: 8/20/2020 and 10/21/2020
McLean Project Site

Site Photos
McLean project site,
showing UT 1 and UT
2, grading for
proposed building, and
driveway above failing
concrete culvert tiles.
McLean Project Site
10/2020

Site Photos
Grading for proposed building (± 2.01 acres). Temporary grass seed
planted by previous contractor at the time to stabilize banks
8/2020
McLean Project Site

Site Photos
i O
Silting fencing upslope of UT 2
11/2020
Silt fencing to be cleaned out with additional silt
fencing installed (See Erosion and Sediment
Control Plan).
Silt fencing and rip rap surrounding UT 1
McLean Project Site 10/2020

Site Photos
Site was seeded with
temporary grass seed from
a previous contractor
before washing out and
dying due to multiple
hurricanes. Grass to be
replanted with temporary
and permanent seed.
-
t
Temporary grass seed
at job site
8/2020
McLean Project Site
J
Grass seed washed out
and dying
10/2020

Site Photos
Temporary grass seed planted by previous contractor, washed out
due to multiple hurricanes. To be re -seeded with temporary and
permanent grass seed.
^ 7' °v15h NAM". -� a
••yy5
I�WWitY1: .d
8/2020
McLean Project Site
10/2020

Site Photos
V,
J11
Al
i'd
Drain in driveway leading to culvert on the east side of
the driveway. Drainage from Blackberry Road.
10/2020
McLean Project Site
Culvert associated with drain in left
photograph, drainage from Blackberry Road.
8/2020

Site Photos
r:.
Dying grass and washouts on the northern area of the job site to be addressed
(See Erosion and Sediment Control Plan, See Photo Map —Appendices XX).
10/2020
McLean Project Site

i' .:.o`:■'
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Jc_:,n aii

Unnamed Tributary 2 (UT 2)
Facing upstream UT 2
11/2020
Facing upstream UT 2, at confluence with
McLean Project Site ephemeral channel UT 3
11/2020

ry`t w: it .�, % •.i-r
- :r is r7[. � • --• . � ".
Ire
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United States Department of the Interior
FISH AND WILDLIFE SERVICE
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
Phone: [phone] Fax: [phone]
http://www.fws.gov/nc-es/es/couMfr.html
In Reply Refer To:
Consultation Code: 04EN1000-2021-SLI-0038
Event Code: 04EN1000-2021-E-00085
Project Name: McLean SWPPP
October 15, 2020
Subject: List of threatened and endangered species that may occur in your proposed project
location, and/or may be affected by your proposed project
To Whom It May Concern:
The attached species list identifies threatened, endangered, proposed and candidate species, as
well as proposed and final designated critical habitat, that may occur within the boundary of your
proposed project and/or may be affected by your proposed project. Although not required by
section 7, many agencies request species lists to start the informal consultation process and begin
their fulfillment of the requirements under section 7(c) of the Endangered Species Act (Act) of
1973, as amended (16 U.S.C. 1531 et seq.).
This list, along with other helpful resources, is also available on the U.S. Fish and Wildlife
Service (Service) Asheville Field Office's (AFO) website: https://www.fws.gov/raleigh/species/
cntylist/nc counties.html. The AFO website list includes "species of concern" species that could
potentially be placed on the federal list of threatened and endangered species in the future. Also
available are:
Design and Construction Recommendations
https://www.fws.gov/asheville/htmis/project review/Recommendations.html
Optimal Survey Times for Federally Listed Plants
https://www.fws.gov/nc-es/plant/plant survey.html
Northern long-eared bat Guidance
https://www.fws.gov/asheville/htmis/project review/NLEB in WNC.html
Predictive Habitat Model for Aquatic Species
https://www.fws.gov/asheville/htmls/Maxent/Maxent.html

10/15/2020 Event Code: 04EN1000-2021-E-00085
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could require modifications of these lists.
Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the Act,
the accuracy of the species lists should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website or the AFO website (the AFO website dates each
county list with the day of the most recent update/change) at regular intervals during project
planning and implementation for updates to species lists and information. An updated list may be
requested through the ECOS-IPaC system by completing the same process used to receive the
enclosed list or by going to the AFO website.
The purpose of the Act is to provide a means whereby threatened and endangered species and the
ecosystems upon which they depend may be conserved. Under sections 7(a)(1) and 7(a)(2) of the
Act and its implementing regulations (50 CFR 402 et seq.), Federal agencies are required to
utilize their authorities to carry out programs for the conservation of threatened and endangered
species and to determine whether projects may affect threatened and endangered species and/or
designated critical habitat.
A Biological Assessment is required for construction projects (or other undertakings having
similar physical impacts) that are major Federal actions significantly affecting the quality of the
human environment as defined in the National Environmental Policy Act (42 U.S.C. 4332(2)
(c)). For projects other than major construction activities, the Service suggests that a Biological
Evaluation similar to a Biological Assessment be prepared to determine whether the project may
affect listed or proposed species and/or designated or proposed critical habitat. Recommended
contents of a Biological Assessment are described at 50 CFR 402.12 and on our office's website
at https://www.fws.gov/asheville/htmis/project review/assessment guidance.html.
If a Federal agency (or their non-federal representative) determines, based on the Biological
Assessment or Biological Evaluation, that listed species and/or designated critical habitat may be
affected by the proposed project, the agency is required to consult with the Service pursuant to
50 CFR 402. In addition, the Service recommends that candidate species, proposed species, and
proposed critical habitat be addressed within the consultation. More information on the
regulations and procedures for section 7 consultation, including the role of permit or license
applicants, can be found in the "Endangered Species Consultation Handbook" at: http://
www.fws.gov/endangered/esa-library/pdf/TOC-GLOS.PDF.
Though the bald eagle is no longer protected under the Endangered Species Act, please be aware
that bald and golden eagles are protected under the Bald and Golden Eagle Protection Act (16
U.S.C. 668 et seq.), and projects affecting these species may require additional consultation (see
https://www.fws.gov/southeast/our-services/permits/eagles/). Wind energy projects should follow
the wind energy guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to
migratory birds (including bald and golden eagles) and bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www. fws. gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm;

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http://www.towerkill.com; and http://www.fws.gov/migrato!ybirds/CurrentBirdlssues/Hazards/
towers/comtow.html.
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office.
Attachment(s):
• Official Species List
• Migratory Birds
• Wetlands

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

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Project Summary
Consultation Code: 04EN1000-2021-SLI-0038
Event Code: 04EN1000-2021-E-00085
Project Name: McLean SWPPP
Project Type: ** OTHER **
Project Description: SWPPP in Caldwell County, NC
Project Location:
Approximate location of the project can be viewed in Google Maps: https:
www.google.com/maps/place/36.11445376615042N81.64427656312043W
Counties: Caldwell, NC

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Endangered Species Act Species
There is a total of 9 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesi, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Mammals
NAME STATUS
Carolina Northern Flying Squirrel Glaucomys sabrinus coloratus Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/2657
Gray Bat Myotis grisescens Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/6329
Northern Long-eared Bat Myotis septentrionalis Threatened
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/9045
Virginia Big -eared Bat Corynorhinus (=Plecotus) townsendii virginianus Endangered
There is final critical habitat for this species. Your location is outside the critical habitat.
Species profile: https:Hecos.fws.gov/ecp/species/8369

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Reptiles
NAME STATUS
Bog Turtle Clemmys muhlenbergii Similarity of
Population: U.S.A. (GA, NC, SC, TN, VA) Appearance
No critical habitat has been designated for this species. (Threatened)
Species profile: https:Hecos.fws.gov/ecp/species/6962
Arachnids
ivHivi _ STATUS
Spruce -fir Moss Spider Microhexura montivaga Endangered
There is final critical habitat for this species. Your location is outside the critical habitat.
Species profile: https:Hecos.fws.gov/ecp/species/4801
Flowering Plants
NAM. STATUS
Dwarf -flowered Heartleaf Hexastylis nani flora Threatened
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/2458
Heller's Blazingstar Liatris helleri Threatened
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/5962
Roan Mountain Bluet Hedyotis purpurea var. montana Endangered
No critical habitat has been designated for this species.
Species profile: https:Hecos.fws.gov/ecp/species/1087
Critical habitats
HERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

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Migratory Birds
Certain birds are protected under the Migratory Bird Treaty Act! and the Bald and Golden Eagle
Protection Actz.
Any person or organization who plans or conducts activities that may result in impacts to
migratory birds, eagles, and their habitats should follow appropriate regulations and consider
implementing appropriate conservation measures, as described below.
1. The Migratory Birds Treaty Act of 1918.
2. The Bald and Golden Eagle Protection Act of 1940.
3. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
The birds listed below are birds of particular concern either because they occur on the USFWS
Birds of Conservation Concern (BCC) list or warrant special attention in your project location.
To learn more about the levels of concern for birds on your list and how this list is generated, see
the FAQ below. This is not a list of every bird you may find in this location, nor a guarantee that
every bird on this list will be found in your project area. To see exact locations of where birders
and the general public have sighted birds in and around your project area, visit the E-bird data
mapping tool (Tip: enter your location, desired date range and a species on your list). For
projects that occur off the Atlantic Coast, additional maps and models detailing the relative
occurrence and abundance of bird species on your list are available. Links to additional
information about Atlantic Coast birds, and other important information about your migratory
bird list, including how to properly interpret and use your migratory bird report, can be found
below.
For guidance on when to schedule activities or implement avoidance and minimization measures
to reduce impacts to migratory birds on your list, click on the PROBABILITY OF PRESENCE
SUMMARY at the top of your list to see when these birds are most likely to be present and
breeding in your project area.
NAME BREEDING SEASON
Eastern Whip -poor -will Antrostomus voci ferns Breeds May 1 to Aug
This is a Bird of Conservation Concern (BCC) throughout its range in the 20
continental USA and Alaska.
Wood Thrush Hylocichla mustelina Breeds May 10 to Aug
This is a Bird of Conservation Concern (BCC) throughout its range in the 31
continental USA and Alaska.

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NAME BREEDING SEASON
Yellow -bellied Sapsucker sphyrapicus varius Breeds May 10 to Jul
This is a Bird of Conservation Concern (BCC) only in particular Bird Conservation 15
Regions (BCRs) in the continental USA
https:Hecos.fws.gov/ecp/species/8792
Probability Of Presence Summary
The graphs below provide our best understanding of when birds of concern are most likely to be
present in your project area. This information can be used to tailor and schedule your project
activities to avoid or minimize impacts to birds. Please make sure you read and understand the
FAQ "Proper Interpretation and Use of Your Migratory Bird Report" before using or attempting
to interpret this report.
Probability of Presence (■)
Each green bar represents the bird's relative probability of presence in the 10km grid cell(s) your
project overlaps during a particular week of the year. (A year is represented as 12 4-week
months.) A taller bar indicates a higher probability of species presence. The survey effort (see
below) can be used to establish a level of confidence in the presence score. One can have higher
confidence in the presence score if the corresponding survey effort is also high.
How is the probability of presence score calculated? The calculation is done in three steps:
1. The probability of presence for each week is calculated as the number of survey events in
the week where the species was detected divided by the total number of survey events for
that week. For example, if in week 12 there were 20 survey events and the Spotted Towhee
was found in 5 of them, the probability of presence of the Spotted Towhee in week 12 is
0.25.
2. To properly present the pattern of presence across the year, the relative probability of
presence is calculated. This is the probability of presence divided by the maximum
probability of presence across all weeks. For example, imagine the probability of presence
in week 20 for the Spotted Towhee is 0.05, and that the probability of presence at week 12
(0.25) is the maximum of any week of the year. The relative probability of presence on
week 12 is 0.25/0.25 = 1; at week 20 it is 0.05/0.25 = 0.2.
3. The relative probability of presence calculated in the previous step undergoes a statistical
conversion so that all possible values fall between 0 and 10, inclusive. This is the
probability of presence score.
Breeding Season( )
Yellow bars denote a very liberal estimate of the time -frame inside which the bird breeds across
its entire range. If there are no yellow bars shown for a bird, it does not breed in your project
area.
Survey Effort (')

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Vertical black lines superimposed on probability of presence bars indicate the number of surveys
performed for that species in the 10km grid cell(s) your project area overlaps. The number of
surveys is expressed as a range, for example, 33 to 64 surveys.
No Data (—)
A week is marked as having no data if there were no survey events for that week.
Survey Timeframe
Surveys from only the last 10 years are used in order to ensure delivery of currently relevant
information. The exception to this is areas off the Atlantic coast, where bird returns are based on
all years of available data, since data in these areas is currently much more sparse.
■ probability of presence breeding season survey effort — no data
SPECIES JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
Eastern Whip -poor -—'��""� �""'�—
Will — ----
BCC Rangewide (CON)
COIF
Yellow -bellied — — — — — — — — —
BWood Thrush CC Rangewide (
Sapsucker
BCC -BCR
Additional information can be found using the following links:
• Birds of Conservation Concern http://www.fws.gov/birds/management/managed-species/
birds-of-conservation-concern.php
• Measures for avoiding and minimizing impacts to birds http://www.fws.gov/birds/
management/project-assessment-tools-and-guidance/
conservation-measures.DhD
• Nationwide conservation measures for birds http://www.fws.gov/migrator3Lbirds/pdf/
management/nationwidestandardconservationmeasures. pdf
Migratory Birds FAQ
Tell me more about conservation measures I can implement to avoid or minimize impacts
to migratory birds.
Nationwide Conservation Measures describes measures that can help avoid and minimize
impacts to all birds at any location year round. Implementation of these measures is particularly
important when birds are most likely to occur in the project area. When birds may be breeding in
the area, identifying the locations of any active nests and avoiding their destruction is a very

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helpful impact minimization measure. To see when birds are most likely to occur and be breeding
in your project area, view the Probability of Presence Summary. Additional measures and/or
permits may be advisable depending on the type of activity you are conducting and the type of
infrastructure or bird species present on your project site.
What does IPaC use to generate the migratory birds potentially occurring in my specified
location?
The Migratory Bird Resource List is comprised of USFWS Birds of Conservation Concern
(BCQ and other species that may warrant special attention in your project location.
The migratory bird list generated for your project is derived from data provided by the Avian
Knowledge Network (AKN). The AKN data is based on a growing collection of survey, banding_,
and citizen science datasets and is queried and filtered to return a list of those birds reported as
occurring in the 10km grid cell(s) which your project intersects, and that have been identified as
warranting special attention because they are a BCC species in that area, an eagle (Eagle Act
requirements may apply), or a species that has a particular vulnerability to offshore activities or
development.
Again, the Migratory Bird Resource list includes only a subset of birds that may occur in your
project area. It is not representative of all birds that may occur in your project area. To get a list
of all birds potentially present in your project area, please visit the AKN Phenology Tool.
What does IPaC use to generate the probability of presence graphs for the migratory birds
potentially occurring in my specified location?
The probability of presence graphs associated with your migratory bird list are based on data
provided by the Avian Knowledge Network (AKN). This data is derived from a growing
collection of survey, banding, and citizen science datasets .
Probability of presence data is continuously being updated as new and better information
becomes available. To learn more about how the probability of presence graphs are produced and
how to interpret them, go the Probability of Presence Summary and then click on the "Tell me
about these graphs" link.
How do I know if a bird is breeding, wintering, migrating or present year-round in my
project area?
To see what part of a particular bird's range your project area falls within (i.e. breeding,
wintering, migrating or year-round), you may refer to the following resources: The Cornell Lab
of Ornithology All About Birds Bird Guide, or (if you are unsuccessful in locating the bird of
interest there), the Cornell Lab of Ornithology Neotropical Birds guide. If a bird on your
migratory bird species list has a breeding season associated with it, if that bird does occur in your
project area, there may be nests present at some point within the timeframe specified. If "Breeds
elsewhere" is indicated, then the bird likely does not breed in your project area.
What are the levels of concern for migratory birds?

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Migratory birds delivered through IPaC fall into the following distinct categories of concern:
1. 'BCC Rangewide" birds are Birds of Conservation Concern (BCC) that are of concern
throughout their range anywhere within the USA (including Hawaii, the Pacific Islands,
Puerto Rico, and the Virgin Islands);
2. 'BCC - BCR" birds are BCCs that are of concern only in particular Bird Conservation
Regions (BCRs) in the continental USA; and
3. "Non -BCC - Vulnerable" birds are not BCC species in your project area, but appear on
your list either because of the Eagle Act requirements (for eagles) or (for non -eagles)
potential susceptibilities in offshore areas from certain types of development or activities
(e.g. offshore energy development or longline fishing).
Although it is important to try to avoid and minimize impacts to all birds, efforts should be made,
in particular, to avoid and minimize impacts to the birds on this list, especially eagles and BCC
species of rangewide concern. For more information on conservation measures you can
implement to help avoid and minimize migratory bird impacts and requirements for eagles,
please see the FAQs for these topics.
Details about birds that are potentially affected by offshore projects
For additional details about the relative occurrence and abundance of both individual bird species
and groups of bird species within your project area off the Atlantic Coast, please visit the
Northeast Ocean Data Portal. The Portal also offers data and information about other taxa besides
birds that may be helpful to you in your project review. Alternately, you may download the bird
model results files underlying the portal maps through the NOAA NCCOS Integrative Statistical
Modeling and Predictive Mapping of Marine Bird Distributions and Abundance on the Atlantic
Outer Continental Shelf project webpage.
Bird tracking data can also provide additional details about occurrence and habitat use
throughout the year, including migration. Models relying on survey data may not include this
information. For additional information on marine bird tracking data, see the Diving Bird Study
and the nanotag studies or contact Caleb Spiegel or Pam Lorin.
What if I have eagles on my list?
If your project has the potential to disturb or kill eagles, you may need to obtain a permit to avoid
violating the Eagle Act should such impacts occur.
Proper Interpretation and Use of Your Migratory Bird Report
The migratory bird list generated is not a list of all birds in your project area, only a subset of
birds of priority concern. To learn more about how your list is generated, and see options for
identifying what other birds may be in your project area, please see the FAQ "What does IPaC
use to generate the migratory birds potentially occurring in my specified location". Please be
aware this report provides the "probability of presence" of birds within the 10 km grid cell(s) that
overlap your project; not your exact project footprint. On the graphs provided, please also look
carefully at the survey effort (indicated by the black vertical bar) and for the existence of the "no
data" indicator (a red horizontal bar). A high survey effort is the key component. If the survey
effort is high, then the probability of presence score can be viewed as more dependable. In

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contrast, a low survey effort bar or no data bar means a lack of data and, therefore, a lack of
certainty about presence of the species. This list is not perfect; it is simply a starting point for
identifying what birds of concern have the potential to be in your project area, when they might
be there, and if they might be breeding (which means nests might be present). The list helps you
know what to look for to confirm presence, and helps guide you in knowing when to implement
conservation measures to avoid or minimize potential impacts from your project activities,
should presence be confirmed. To learn more about conservation measures, visit the FAQ "Tell
me about conservation measures I can implement to avoid or minimize impacts to migratory
birds" at the bottom of your migratory bird trust resources page.

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Wetlands
Impacts to NWI wetlands and other aquatic habitats may be subject to regulation under Section
404 of the Clean Water Act, or other State/Federal statutes.
For more information please contact the Regulatory Program of the local U.S. Army Corps of
Engineers District.
Please note that the NWI data being shown may be out of date. We are currently working to
update our NWI data set. We recommend you verify these results with a site visit to determine
the actual extent of wetlands on site.
RIVERINE
• R4SBC

ID#* 20201475
Version* 1
Regional Office * Asheville Regional Office - [phone]
Reviewer List* Amy Annino
Pre -Filing Meeting Request submitted 10/15/2020
Contact Name* Josselyn Lucas
Contact Email Address* [e-mail]
Project Name* McClean SWPPP
Project Owner* Brushy Fork Environmental Consulting, Inc.
Project County* Caldwell
Owner Address: Street Address
10565 Highway 421 South
Address Line 2
aty State / Rovince / Region
Trade Tennessee
Fbstal / Zip axle Country
37691 United States
Is this a transportation project?* r Yes (' No
Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - F 401 Water Quality Certification
Regular Express
F- Individual Permit F- Modification
F Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes (-- No
Do you know the name of the staff member you would like to request a meeting with?
Sue Homewood
Please give a brief project description below.*
Project is located in Caldwell County, NC. Proposed design is for the
installation of a metal building 80' x 50', and the associated grading on the
proposed building site. Failed culverts under the e)asting driveway will be
replaced, and driveway will be re -graded and re -graveled.
Please give a couple of dates you are available for a meeting.

10/20/2020
10/22/2020
Please attach the documentation you would like to have the meeting about.
McLean Location.pdf 1.94MB
pdf only
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
1 understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
1 also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
Submittal Date 10/15/2020