20200634 Ver 1_401 Application_20200512

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned * Version#*
20200634 1
Is a payment required for this project?*
r No payment required What amout is owed?*
r Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office *
Select Project Reviewer*
Asheville Regional Office - [phone]
Amy Annino:eads\amannino
Information for Initial Review
1a. Name of project:
Hudson - Holly Hill and Hickman Washout Repairs
1a. Who is the Primary Contact?*
Jon Swaim
1b. Primary Contact Email:*
[e-mail]
Date Submitted
5/12/2020
Nearest Body of Water
Little Gunpowder Creek
Basin
Catawba
Water Classification
C
Site Coordinates
Latitude: Longitude:
35.844041,35.840821-81.499869,-81.498823
A. Processing Information
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
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1c. Primary Contact Phone:*
[phone]
U
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number: 03 - Maintenance
NWP Numbers (for multiple NWPS):
13-Bank Stabilization, 27-Aquatic Habitat Restoration, Establishment and Enhancement Activities
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular r 401 Water Quality Certification - E)press
r Non-404 Jurisdictional General Permit r Riparian Buffer Authorization
r Individual Permit
le. Is this notification solelyfor the record because written approval is not required?
For the record onlyfor DWR 401 Certification:
For the record onlyfor Corps Permit:
1f. Is this an after -the -fact permit application?*
r Yes f 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:
Town of Hudson
2b. Deed book and page no.:
WA - Road Right of Way
2c. Responsible party:
Rebecca M. Bentley, Town Manager
2d.Address
Street Address
550 Central Street
Address Line 2
city
Hudson
Postal / Zip Code
28638
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rwince / Ifgion
NC
Country
USA
2f. Fax Number:
[phone]
r- Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name:
Jon Swaim
4b. Business Name:
McGill Associates, PA
4c.Address
Street Address
1013 State Farm Road
Address Line 2
(Sty
State / Province / Rion
Boone
NC
Postal / Zip Code
Country
28607
USA
4d. Telephone Number:
4e. Fax Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Town of Hudson - Agent Author Form (signed).pdf
195.79KB
C. Project Information and Prior Project History C^U
1. Project Information
1b. Subdivision name:
(t appropriate)
1c. Nearest municipality/ town:
Town of Hudson
2. Project Identification
2a. Property Identification Number:
N/A Road ROW
2c. Project Address
Street Address
Along Holly Hill Street and Hickman Avenue
Address tine 2
city
Hudson
Postal / Zip Code
28638
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Little Gunpowder Creek
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*
Catawba
3d. Please provide the 12-digit HUC in which the project is located.
030501010803
4. Project Description and History
2b. Property size:
0.16
Slate / Province / Region
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
The Town of Hudson - Holly Hill Street and Hickman Avenue Storm Drain Repairs Project consisted of two small (approx. 3,500sf) areas along along Hickman Avenue and Folly Hill
Street where the roads cross an unnamed tributary (UT) to Little Gunpowder Creek, within the Town of Hudson Town limits, Caldwell County North Carolina. Project Vicinity consists of
residential properties and undeveloped land.
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)
A-2 USGS Map.pdf 4.07MB

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)
Hickman & Holly Hill - Soil_Map.pdf 220.53KB
4f. List the total estimated acreage of all existing wetlands on the property:
4g. List the total estimated linear feet of all existing streams on the property:
200
4h. Explain the purpose of the proposed project:*
Original project purpose consisted of the repair of road bank, headwall, and culvert erosion and washout resulting from significant rainfall and subsequent flooding of an unnamed
tributary (UT) to Little Gunpowder Creek (C). The washouts were located at the Hickman Avenue stream crossing between Hickory Street and Boxwood Street, and at the Holly Hill Street
stream crossing near Elm Avenue (see Location Map).
The purpose of the proposed project is to stabilize eroded/disturbed UT -Little Gunpowder Creek streambanks upstream and downstream of the Hickman Avenue culvert replacement,
and to construct and in -stream structure in UT -Little Gunpowder Creek downstream of the Holly Hill Street culvert replacement which will mimic culvert burial to 20 % of culvert diameter.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
Holly Hill Street repairs consisted of the replacement of two approx 451f culvert pipes and concrete headwalls, and repair of asphalt road and road shoulders. Hickman Avenue repairs
consisted of the replacement of two approx 481f culvert pipes and concrete headwalls, and repair of asphalt road, road shoulders, and curb and gutter. The Town of Hudson is
requesting an after the fact permit (NWP #3) for the completed culvert and headwall replacements. The work resulted in approximately 25 linear feet in permanent impacts (Impact S1)
to UT -Little Gunpowder Creek at the Hickman Avenue crossing in the form of rip rap fill on the stream banks. The work also resulted in approximately 25 linear feet in permanent impacts
(Impact S2) to UT -Little Gunpowder Creek at the Holly Hill Street crossing in the form of rip rap fill on the stream banks.
Proposed improvements to UT -Little Gunpowder Creek at the Holly Hill Street crossing consist of constructing a boulder Cross -Vane (CV) structure just downstream of the outlet end of
the culverts. The CV has been designed to raise the base flow level of the stream, mimicking culvert burial, and allowing for the low flow passage of water or aquatic life. CV elevations
were designed to raise the base flow elevation of the stream a minimum of 9.6-inches above the inlet invert elevation of the pipes. The CV provides for the proper natural conditions of
secondary circulation patterns commensurate with channel pattern, but with high velocity gradients and boundary stress shifted from the near -bank region. By concentrating stream flow
directly from the pipe outlets back to the center of the channel the CV will help limit channel over -widening. Installation of the CV will result in approx 15 linear feet of permanent stream
impacts (Impact S3) as CV structure and approx 40 linear feet of temporary impacts (Impact S4) associated with flow diversion measures and equipment access. Disturbed streambanks
will be returned to original contours and elevations, and stabilized with fully biodegradable matting, native riparian seed mix, and native live stakes.
Proposed improvements to UT-Liftle Gunpowder Creek at the Hickman Avenue crossing consist of the stabilization/armoring of an approximate 251f section of the left bank just upstream
of the culvert inlet with Curlex® Bloc high density coir log for toe protection. Existing rip rap along the 251f section streambank will be removed and replaced with fully biodegradable
matting, native NC riparian seed mix and native live stakes. A small exposed section of the right bank will be sloped back by hand as much as possible without damaging existing
vegetation and stabilized with fully biodegradable matting, native NC riparian seed mix, and native live stakes. An approximate 151f section of the right bank downstream of the culvert
outlet will also be stabilized/armored with Curlex0 Bloc high density coir log for toe protection. A layer (approx. 6-12 inches) of topsoil will be added to the streambank above the coir log
to achieve a positive grade and allowfor native seed germination. After coir log and topsoil application, the streambank area above the coir log will be stabilized with fully biodegradable
matting, native NC riparian seed mix, and native live stakes. This section of streambank has historically received over bank flows during storm events. The coir log toe protection is
intended to armor the existing streambank, while allowing high flows to access the above flood bench. The matting, seeding, and live stakes are intended to aid in flood bench
stabilization without permanently damaging existing riparian vegetation and root mat. Approximately 50 linear feet of temporary impacts (Impact S5) to UT -Little Gunpowder Creek are
anticipated located just upstream and downstream of the culverts to allowfor flowdiversion during construction.
See attached corrective Action Plan and original culvert replacement plan sheets for project plans, specifications, and details. All proposed work will be performed in the dry. Equipment
used on the proposed project will consist of typical grading equipment such as back hoe, dump truck, and excavators.
4j. Please upload project drawings for the proposed project.
Hudson - Corrective Action Plan 050820.pdf 18.43MB
1901412-Hickman Ave Repair 2019-08-21-Reduced.pdf 2.15MB
1901412-Holly Hill St Repairs 2019-08-21-Reduced.pdf 1.69MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown f N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jon Swaim
Agency/Consultant Company: McGill Associates, PA
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
C Unknown
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 projector related activity?

D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries
r Open Waters r Pond Construction
3. Stream Impacts
r Buffers
u
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*
S1
Streambank stabilization
Permanent
Rip Rap Fill
p p
UT -Little Gunpowder Creek
p
Perennial
Both
6
25
Average (feet)
(lin�rfeet)
$2
Streambank stabilization
Permanent
Rip Rap Fill
UT -Little Gunpowder Creek
Perennial
Both
6Average(fee)
25
earfeet)
S3
Instream Structure
Permanent
Fill
UT -Little Gunpowder Creek
Perennial
Both
15
Average (feet)
(linearfeet)
Instream Structure
Temporary
Excavation
UT -Little Gunpowder Creek
Perennial
Both
40
Average (feet)
(lin�rfeet)
S5
Equipment Access
Temporary
Excavation
UT -Little Gunpowder Creek
Perennial
Both
6
50
Aver�e(feet)
(lin�rfeet)
31. Total jurisdictional ditch impact in square feet:
31. Total permanent stream impacts:
65
3i. Total stream and ditch impacts:
155
31. Total temporary stream impacts:
90
3j. Comments:
Permanent stream impacts associated with rip rap fill for streambank stabilization, and construction of in stream cross vane structure. Temporary
stream impacts associated with flow diversion during construction and equipment access.
E. Impact Justification and Mitigation U
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Streambank stabilization design was minimized as much as practical and will consist of'soft' armoring using coir logs and vegetative stabilization.
Armoring can be installed by hand minimizing permanent impacts. Proposed in stream structure was reduced in size as much as allowable based on
stream flow velocity. Stabilization will consist of fully biodegradable material and native species. Baffles were chosen during the design process to
mimic culvert burial at the Hickman Avenue crossing, eliminating any permanent stream impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Streambank stabilization measures will be installed by hand minimizing stream impacts. All proposed instream work will occur in the dry via pump
around or sand bag diversion. Al equipment work Will be performed from the top of bank to limit instream impacts. Disturbed areas will be stabilized
immediately post construction.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes
r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
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:
No buffer rules associated with UT -Little Gunpowder Creek.
2. Stormwater Management Plan

2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250? *
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
2b Provide an explanation of the violation(s):
A Notice of Violation (NOV-2020-PC-0147) was received from DWR dated March 11, 2020.
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
No additional development is anticipated as a result of the proposed project.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r No r N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
https://ecos.fws.gov/ipac/
https://ncnhde.natureserve.org/
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*

r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
https://v wv..fisheries.noaa.gov/national/habitat-conservation/essential-fish-habitat
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?*
https://nc. maps.arcgis.com/apps/vvebappviev,er/index html?id=79ea671 ebdcc45639f0860257d5f5ed7
7c. Historic or Prehistoric Information Upload
NCHPO Map.pdf 378.82KB
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8c. What source(s) did you use to make the floodplain determination?*
https://fris. nc.gov/fris/index.aspx?F IPS=027&ST=NC&user=General%20Public
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
A-1 Location Map.pdf 289.33KB
Impacts Map.pdf 1.72MB
Signature u
*
V By checking the box and signing below, I certify that:
I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
Jon Swaim
Signature
0& u5�-
Date
5/12/2020

I Fri
mcill
Shaping Communities Together
J
AGENT AUTHORIZATION FORM
PROJECT NAME: Hickman Avenue & Holly Hill „Re,pairs Project
PROPERTY LEGAL DESCRIPTION: DB:Null PG:Null
PARCEL ID. N/A — Town of Hud5gn Road Right Of Way
STREET ADDRESS: N/A — Town of Hudson Road Right Of Way
Please Print
Property Owner/Representative: Town of Hudson/Rebecca Bentley
(If Representative) Title: To Manager
The undersigned, registered property owners of the above noted property, do hereby authorize
Jon Swaim of McGill Associates P.A.
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or
certification and any and all standard and special conditions attached.
Property Owner's/Representative's Address (if different than property above);
Town of Hudson
550 Central Street
Hudson North Carolina 28638
Telephone; 828-728-8272
We hereby certify the above information submitted in this application is true and accurate to the best of our
knowledge.
rA
.1 f ... ,r► �ri� _
.. /t
Authorized Signature
Date:
1013 STATE FARM ROAD, BOONE, NORTH CAROLINA 28607 1 828.386.1920 1 www.mcgillassociates.com

500 0 250 500 1000
500DIVISION VALUE = FEETGRAPHIC SCALE
USGS MAP 2
FIGURE
CALDWELL COUNTY, NORTH CAROLINA
Town of Hudson
Hickman Avenue &
Holly Hill Street Repairs3/18/2020
DATE
19.01412
PROJECT #
MO
PROJECT MANAGER
P:\2019\19.01412-HUDSONNC-HOLLYHILL HICKMAN WASHOUT REPAIRS\DESIGN\PERMITS\FIGURES.DWG PLOT DATE 3/18/2020 2:55 PM ALEX LOWDERMILK1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
mcgillassociates.com
Project Area
Project Area
Soil Map—Caldwell County, North Carolina
(Hickman Avenue)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/8/2020
Page 1 of 3396675039667533966756396675939667623966765396676839667713966774396675039667533966756396675939667623966765396676839667713966774454845454848454851454854454857454860454863
454845 454848 454851 454854 454857 454860 454863
35° 50' 38'' N 81° 30' 0'' W35° 50' 38'' N81° 29' 59'' W35° 50' 38'' N
81° 30' 0'' W35° 50' 38'' N
81° 29' 59'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 5 10 20 30
Feet
0 1 3 6 9
Meters
Map Scale: 1:124 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Caldwell County, North Carolina
Survey Area Data: Version 19, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 8, 2015—Nov 28,
2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Soil Map—Caldwell County, North Carolina
(Hickman Avenue)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/8/2020
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
FaD2 Fairview sandy clay loam, 15
to 25 percent slopes,
moderately eroded
0.1 100.0%
Totals for Area of Interest 0.1 100.0%
Soil Map—Caldwell County, North Carolina Hickman Avenue
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/8/2020
Page 3 of 3
Soil Map—Caldwell County, North Carolina
(Holly Hill Street)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/8/2020
Page 1 of 3396654239665463966550396655439665583966562396656639665703966574396654239665463966550396655439665583966562396656639665703966574454913454917454921454925454929454933454937
454913 454917 454921 454925 454929 454933 454937
35° 50' 32'' N 81° 29' 57'' W35° 50' 32'' N81° 29' 56'' W35° 50' 31'' N
81° 29' 57'' W35° 50' 31'' N
81° 29' 56'' WN
Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
0 5 10 20 30
Feet
0 2 5 10 15
Meters
Map Scale: 1:176 if printed on A portrait (8.5" x 11") sheet.
Soil Map may not be valid at this scale.
MAP LEGEND MAP INFORMATION
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
Soil Map Unit Lines
Soil Map Unit Points
Special Point Features
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
Saline Spot
Sandy Spot
Severely Eroded Spot
Sinkhole
Slide or Slip
Sodic Spot
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
Special Line Features
Water Features
Streams and Canals
Transportation
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
The soil surveys that comprise your AOI were mapped at
1:12,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Caldwell County, North Carolina
Survey Area Data: Version 19, Sep 16, 2019
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 8, 2015—Nov 28,
2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
Soil Map—Caldwell County, North Carolina
(Holly Hill Street)
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/8/2020
Page 2 of 3
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CnA Codorus loam, 0 to 2 percent
slopes, frequently flooded
0.2 100.0%
Totals for Area of Interest 0.2 100.0%
Soil Map—Caldwell County, North Carolina Holly Hill Street
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
5/8/2020
Page 3 of 3
NCHPO HPOWEB
Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P,
NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri
(Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS
User Community
Local districts & boundaries
Local individual resources & centerpoints
Local Landmark
Local Landmark, Gone
Local HD Center Point
Surveyed Only individual resources & centerpoints
Surveyed Only
Surveyed in NRHD
Surveyed Only, Gone
Surveyed in NRHD, Gone
Blockface- Multiple properties
Blockface in NRHD
Surveyed Area, No designation
Surveyed Area in NHRD
DOE districts & boundaries
Determined Eligible Boundary
Both DOE and Study List Boundary
DOE individual resources & centerpoints
Determined Eligible
DOE, Gone
SL and DOE
SL and DOE, Gone
DOEHD Center Point
SLDOEHD Center Point
SL districts & boundaries
Study List Boundary
Both SL and Determined Eligible Boundary
SL individual resources & centerpoints
SL Individual Entry
SL and DOE entry
Study List Entry, Gone
SL and DOE, Gone
SLHD Center Point
SLDOEHD Center Point
5/12/2020, 2:47:45 PM
0 0.15 0.30.07 mi
0 0.25 0.50.13 km
1:9,028
North Carolina State Historic Preservation Office
State of North Carolina DOT, Esri, HERE, Garmin, INCREMENT P, NGA, USGS |
© 2020 Microsoft Corporation © 2020 HERE
500 0 250 500 1000
500DIVISION VALUE = FEETGRAPHIC SCALE
LOCATION MAP 1
FIGURE
CALDWELL COUNTY, NORTH CAROLINA
Town of Hudson
Hickman Avenue &
Holly Hill Street Repairs3/18/2020
DATE
19.01412
PROJECT #
MO
PROJECT MANAGER
P:\2019\19.01412-HUDSONNC-HOLLYHILL HICKMAN WASHOUT REPAIRS\DESIGN\PERMITS\FIGURES.DWG PLOT DATE 3/18/2020 2:46 PM ALEX LOWDERMILK1013 State Farm Road
Boone, NC 28607
828.386.1920
NC Firm License # C-0459
mcgillassociates.com
Project Area
Project Area
IMPACTS MAP19.01412 TOWN OF HUDSON HOLLY HILL and HICKMAN WASHOUT REPAIRS1013 State Farm RoadBoone, NC 28607828.386.1920NC Firm License # C-0459mcgillassociates.comCALDWELL COUNTY, NORTH CAROLINATOWN OF HUDSONHOLLY HILL STREETSTORM DRAIN REPAIRSDIVISION VALUE = FEETGRAPHIC SCALE502.551050MAY 202019.01412N/A1P:\2019\19.01412-HUDSONNC-HOLLYHILL HICKMAN WASHOUT REPAIRS\DESIGN\PERMITS\19.01412_STREAM PLAN JS EDITS.DWG PLOT DATE 5/12/2020 4:54 PM ALEX LOWDERMILKNO.DATEBYDESCRIPTIONFIGUREOFFICE MANAGERPROJECT MANAGERDESIGNERREVIEWERDATEPROJECT #FUNDING #D. CHAPMANM. OETTINGA. LOWDERMILKJ. SWAIMIMPACT S1 - PERMANENT IMPACT 25 L.F.IMPACT S4 -TEMPORARYIMPACT 15 L.F.IMPACT S4 -TEMPORARYIMPACT 25 L.F.IMPACT S3 -PERMANENTIMPACT 15 L.F.IMPACT S2 - PERMANENT IMPACT 25 L.F.IMPACT S5 -TEMPORARYIMPACT 25 L.F.IMPACT S5 -TEMPORARYIMPACT 25 L.F.LegendTemporaryImpactPermanentImpactLegendTemporaryImpactPermanentImpactImpacts TableTemporaryImpact - S125 L.F.PermanentImpact - S315 L.F.TemporaryImpact - S440 L.F.Impacts TablePermanentImpact - S225 L.F.TemporaryImpact - S550 L.F.