20190875 Ver 1_PCN Form Submission_20190628

DR
02*10n of Water R"Ourc"
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance into the review process?*
r Yes
r No
Is this project a public transportation project?*
r Yes r No
Change only if needed.
BIMS # Assigned *
Version#*
20190875
1
Is a payment required for this project?*
* No payment required
What amout is owed?*
* Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office* Select Project Reviewer*
Asheville Regional Office - [phone] Andrew Moore:eads\awnnoore3
Information for Initial Review
1a. Name of project:
Haywood Crossing Subdivision
1a. Who is the Primary Contact?*
Jon Swaim
1 b. Primary Contact Email: *
[e-mail]
Date Submitted
6/28/2019
Nearest Body of Water
OF -1 Mill Pond Creek
Basin
French Broad
Water Classification
WS -Iv
Site Coordinates
Latitude:
35.365009
A. Processing Information
County (or Counties) where the project is located:
Henderson
Is this project a public transportation project?*
r Yes r No
Longitude:
82.517872
1a. Type(s) of approval sought from the Corps:
V Section 404 Permit (wetlands, streams and waters, Clean Water Act)
F Section 10 Permit (navigable ureters, tidal waters, Rivers and Harbors Act)
1 b. What type(s) of permit(s) do you wish to seek authorization?
P Nationwide Permit (NWP)
F- Regional General Permit (RGP)
r- Standard (IP)
1c. Primary Contact Phone:*
[phone]

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
P 401 Water Quality Certification - Regular
F Non -404 Jurisdictional General Permit
F Individual Permit
29 - Residential Developments
1e. Is this notification solelyfor the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
F 401 Water Quality Certification - Express
F 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
19. 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?
O Yes r No
B. Applicant Information
1d. Who is applying for the permit?
Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?
O Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Spano & Associates Haywood, LLC
2b. Deed book and page no.:
3278,574
2c. Responsible party:
Ralph Spano, President
2d. Address
Street Address
1540 International Parkway
Address Line 2
Suite 200
city
Lake Mary
Postal / Zip Code
32746
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
State / Rovince / %gion
Florida
Country
us
2f. Fax Number:
[phone]
r Yes r No
rYes rNo

Ralph Spano
3b. Business Name:
Spano & Associates Haywood, LLC
3c.Address
Street Address
1540 International Parkway
Address Line 2
Suite 200
city
Lake Mary
Postal / Zip Code
32746
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
Haywood Crossing
1c. Nearest municipality/ town:
Hendersonville
2. Project Identification
2a. Property Identification Number:
9650161443,9650175207,9650163229,9650
State / Provinoe / legion
FL
Country
us
3e. Fax Number:
[phone]
069662,9650165805,9650164528,96501640
2b. Property size:
56
18.48
2c. Project Address
Street Address
165 Haywood Park Dr
Address Line 2
aty
State / Province / I"legion
Hendersonville
NC
Postal / Op (ode
Country
28791
us
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
UT -11 Mill Pond Creek
3b. Water Resources Classification of nearest receiving water:*
WS -IV
3c. What river basin(s) is your project located in?*
French Broad
3d. Please provide the 12 -digit HUC in which the project is located.
060101050404
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 proposed project area consists of a wooded area with a mix of mature forest trees and scrub shrub vegetation. A portion of the property has been cleared to the northwest of an
existing asphalt road and cul-de-sac. Several former stormwater management measures are located in the southeast corner of the property, most likely associated with the construction
of West Henderson High School. An existing 6" DIP water line runs parallel and to the south of the existing paved road. The surrounding area consists of primarily residential properties,
with undeveloped wooded areas, and municipal properties.
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 X11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS Map.pdf 12.74MB

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 1.61 MB
4f. List the total estimated acreage of all existing wetlands on the property:
0.125
4g. List the total estimated linear feet of all existing streams on the property:
2007
4h. Explain the purpose of the proposed project:*
The purpose of the proposed project is to develop the property as a 20 unittlot residential subdivision with necessary water and sanitary sewer infrastructure, erosion control and
stormwater measures and access roads.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The Haywood Crossing Subdivision project proposes to develop the subject property by constructing necessary access roads, water and sewer utilities, stormwater control measures,
and lot preparation to allowfor the eventual construction of twenty single family residences. The twenty proposed lots range from 0.57 to 1.12 -acres, with an estimated 70' x40' single
family unit pad on each lot.
An existing asphalt road with cul-de-sac (Haywood Park Drive) parallels the northern property line which will provide access for lots 1 through 9. An approximately 590 linear foot (If)
shared asphalt driveway with curb and gutter is proposed to extend Haywood Park Drive north providing access for lots 18 through 20. A new paved road (Haywood Crossing Drive) with
cul-de-sac and curb and gutter is proposed from Haywood Road along the eastern property line to provide access for lots 10 through 17. (See Master Plan - Sheet C-101). All new
roadways were designed to avoid impacts to jurisdictional waters.
Subsurface water utility lines are proposed to provide water for the 20 lots. Approx. 4701f of 8" DIP water line is proposed in Haywood Road connecting to an existing 6" DIP water line
located at the Haywood Park Drive intersection. Approx. 7501f of 2" SDR -21 water line is proposed along Haywood Crossing Drive. Approx. 3701f of 6" DIP water line is proposed in
Haywood Park Drive which will service lots 8 and 9, and 4681f of 2" SDR -21 line is proposed in the shared driveway which will service lots 18 through 20. (See Overall Water Plan -
Sheet C-110). All water lines are proposed to be constructed within existing or proposed roadways and will not impact jurisdictional waters.
Subsurface sanitary sewer lines are proposed to be installed beginning at a connection with an existing 12" sanitary sewer line located to the south of Haywood Road. Approx. 2,8001f of
8" DIP sewer line is proposed for the subdivision. The proposed sewer line will branch off to the northwest and southeast before heading north paralleling UT- 1 Mill Pond Creek and
extending through the property. The proposed sewer line will cross UT -1 Mill Pond Creek to provide access for lots 10 through 17. The UT -1 Mill Pond Creek crossing will be
accomplished via open cut trench. This proposed crossing will result in approx. 251f of temporary impacts to UT -1 Mill Pond Creek (see Impact Map - Impact S1). A pump around or
other approved diversion technique will be used to ensure that all instream work occurs in the dry. Excavated stream bed material will be side -cast and used as backfill to return stream
bed to original elevation post sewer line installation. The disturbed stream banks will be returned to original contours and elevations and stabilized using fully biodegradable matting,
and native NC riparian seed mix and live stakes (see Miscellaneous Details - Sheet C-510). Upland areas disturbed from sewer line installation will be stabilized per NC Land Quality
Section specifications (see Erosion Control Notes - Sheet G-003).
Proposed grading for erosion and stormwater control and lot preparation wilt result in permanent impacts to jurisdictional wetlands on the property. Approx. 0.09 -acres of permanent
wetland impacts as fill are proposed for the project (see Impact Map):
Impact W1 - 0.02 -acres permanent impacts to Wetland A
Impact W2 - 0.03 -acres permanent impacts to Wetland B
Impact W3 - 0.04 -acres permanent impacts to Wetland C
Wetland areas will be clearly marked in the field prior to construction activities to ensure that impacts are limited to proposed grading limits.
Initial erosion control plan calls for two temporary skimmer basins with porous baffles and HDPE flared end sections with rip rap protection outlets. Temporary diversion ditches and silt
fencing are proposed to divert flow to basins during construction and limit sedimentation to stream and wetland areas (see Initial Erosion Control Plan - Sheet C-102). The proposed
stormwater plan includes drop inlets, open throat inlets, permanent drainage ditches, and storm pipes leading to concrete end -wells (see Stormwater and Grading Plan - Sheet C-103).
The final erosion control plan calls for permanent ditch lines and permanent outlet and inlet protection for storm pipes (see Final Erosion Control Plan - Sheet C-104). See
Miscellaneous Details - Sheets C-501 through C-510 for notes and specifications concerning erosion and stormwater measures.
According to the LAND DEVELOPMENT CODE OF HENDERSON COUNTY, NORTH CAROLINA - ARTICLE VIII NATURAL RESOURCES - Subpart B. Water Supply Watershed Protection
- §200A-214. Establishment of Water Supply Watershed Permits, a minimum 30 -foot vegetative buffer for development activities is required along all perennial streams indicated on the
most recent versions of USGS 1:24,000 (7.5 minute) scale topographic maps or as determined by the Watershed Administrator. Al disturbance associated with sewer line installation
within the 30' stream buffer will be stabilized and allowed to re -vegetate post construction.
4j. Please upload project drawings for the proposed project.
18.00143 -Erosion Control Submittal 6.25.19.pdf 13.19MB
18.00143 - Sewer Set.pdf 11.77MB
18.00143 - Water Set.pdf 15.78MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
G Yes
f No
Comments:
Delineated by McGill Associates, PA environmental specialists
5b. If the Corps made a jurisdictional determination, what type of determination was made?
r Preliminary r•' Approved r Not Verified r Unknown r NIA
Corps AID Number:
SAW -2019-00485
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Jonathan Herman and Alex Lowdermilk
Agency/Consultant Company: Mcgill Associates P.A.
Other:
4 Unknown
5d. List the dates of the Corp jurisdiction determination or State determination 1f a determination was made by the Corps or DWR
April 25, 2019
5d1. Jurisdictional determination upload
18.00143 - ACOE - PJD Approval.pdf 4.21 MB

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?
No
D. Proposed Impacts Inventory =�
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
m Wetlands 17 Streams -tributaries r Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.090
2h. Comments:
Wetland impacts associated with lot grading, erosion and stornmater control measures.
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.090
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*
Utfl
ility Line Crossing Temporary Excavation LIT -1-1 Mill Pond Creek��[e��Bth
3 25
Avar�e(feet) ] J (..f )
linearf)
3i. Total jurisdictional ditch impact in square feet
0
3i. Total permanent stream impacts: 3i. Total temporary stream impacts:
0 25
3i. Total stream and ditch impacts:
25
3j. Comments:
Temporary impacts associated with subsurface sewer line crossing. All work will occur in the dry. Open cut trench is proposed for sewer line
installation. Stream bed and banks will be returned to original elevations and stabilized.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
Ia. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Grading, lot layout, utilities, and access roads designed to avoid wetland and stream impacts as much as is practical. Permanent erosion control and
stormwater measures designed to intercept surface water and limit sedimentation to jurisdictional waters.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Erosion control measures shall be used during construction to minimize impact to streams and wetlands, including a pump around or other diversion
technique utilized to ensure that all instream work will occur in the dry. Post construction disturbed wetland areas will be returned to original conditions
and stabilized with fully biodegradable matting and seeded with native plant seed mix
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W. *
2d. W. name *
2e. Forested*
2f. Type of
2g. Impact
Jurisdicition*(?)
area*
Im act W1
P
Fill
P
Bottomland Hardwood Forest
Wetland A
Yes
Both
0.020
(acres)
Im act W2
P
Fill
P
Bottomland Hardwood Forest
Wetland B
Yes
Both _]
0.030
(sores)
Im act W3
Fill
P
Bottomland Hardwood Forest
Wetland C
0.040
�s_JBoth
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.090
2h. Comments:
Wetland impacts associated with lot grading, erosion and stornmater control measures.
3. Stream Impacts
2g. Total Permanent Wetland Impact
0.090
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*
Utfl
ility Line Crossing Temporary Excavation LIT -1-1 Mill Pond Creek��[e��Bth
3 25
Avar�e(feet) ] J (..f )
linearf)
3i. Total jurisdictional ditch impact in square feet
0
3i. Total permanent stream impacts: 3i. Total temporary stream impacts:
0 25
3i. Total stream and ditch impacts:
25
3j. Comments:
Temporary impacts associated with subsurface sewer line crossing. All work will occur in the dry. Open cut trench is proposed for sewer line
installation. Stream bed and banks will be returned to original elevations and stabilized.
E. Impact Justification and Mitigation
1. Avoidance and Minimization
Ia. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Grading, lot layout, utilities, and access roads designed to avoid wetland and stream impacts as much as is practical. Permanent erosion control and
stormwater measures designed to intercept surface water and limit sedimentation to jurisdictional waters.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Erosion control measures shall be used during construction to minimize impact to streams and wetlands, including a pump around or other diversion
technique utilized to ensure that all instream work will occur in the dry. Post construction disturbed wetland areas will be returned to original conditions
and stabilized with fully biodegradable matting and seeded with native plant seed mix
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:
Wetland permanent impacts limited to 0.09 -acres. No permanent stream impacts.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)."J
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 riparian buffer rules for the French Broad River basin.
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
Local Government Stormwater Programs
P Phase II r NSW F USMP r Water Supply
Please identify which local government stormwater program you are using.
Henderson County
Comments:
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
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15ANCAC 2H.1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
No additional development anticipated as a result of the proposed work.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r No C WA
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Wastewater will be transported from the site to the Hendersonville Wastewater Treatment Facility which currently has the capacity to treat 4.8MGD.
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?
C Yes O No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
O Yes C No
5g. Does this project involve bridge maintenance or removal?
C Yes O No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
C Yes O 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.?
C Yes 4 No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
https://eros.fm.gov/ipacl
https://www.fim.gov/raleigh/species/cntylisVhenderson.htm
A listed species survey was performed by McGill Associates environmental specialists during the winter of 2018 and spring of 2019. No listed species
or critical habitat was found during survey. Project is not within a northern long eared bat mapped watershed.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
C Yes O No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
hftps://vmw.habitat.noaa.gov/protection/efh/efhmpper/
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?*
http://gis.ncdcr.gov/hpovveb/
7c. Historic or Prehistoric Information Upload
NCHPO Map.pdf 5.06MB
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:Hnisc.fema.gov/portal/search
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Impact Map.pdf 2.97MB
Signature
*
m 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

Carr ai�rer�itr
Date
6/28/2019

ir{ McGill
A S S O C I A T E S
AGENT AUTHORIZATION FORM
PROJECT NAME: Haywood Park Estates
PROPERTY LEGAL DESCRIPTION: D13:3278 PG:574
PARCEL ID. 9650175207
STREET ADDRESS: 165 Haywood Park Dr
Please Print
Property Owner/ Representative: Spano & Associates Haywood LLC
(If Representative) Title: Owner
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):
Telephone: [phone]
in this application is true and accurate to the best of our
ithorized Signature
Date: 3 ~ ( � [ Date:
1013 STATE FARM ROAD, BOONE, NORTH CAROLINA 28607 1 828.386.1920 1 www.mcgillassociates.com

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Study
Limits
GRAPHIC SCALE
-500 0 250 500
1 INCH = 500 FEET
HAYWOOD PARK ESTATES PROJECT McGill
USGS MAP PROJECT #
MARCH 4, 2019 18.00143 HENDERSON COUNTY, A S S O C I A T E S
NORTH CAROLINA ENGINEERING • PLANNING • FINANCE
1013 STATE FARM ROAD BOONE, NC 28607 PH. [phone]

0
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W
35° 22'16'N
rn
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1
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35° 21'41"N
361700 361800 361900 362000
3
0
Map Scale: 1:3,000 if printed on B portrait (11" x 17") sheet.
Meters
m N 0 40 80 160 240
Feet
0 100 200 400 600
Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
Ul Natural Resources Web Soil Survey
lim Conservation Service National Cooperative Soil Survey
Soil Map—Henderson County, North Carolina
361800 361900 362000 362100
O
W
362300
35° 22'16" N
362100 362200
9
93
1
m
w
93
9
93
35° 21'41" N
362300
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3/6/2019
Page 1 of 3

MAP LEGEND
Area of Interest (AOI)
0
Area of Interest (AOI)
Soils
0
Soil Map Unit Polygons
rwr
Soil Map Unit Lines
Soil Map Unit Points
Special
Point Features
Vo
Blowout
Borrow Pit
Clay Spot
Closed Depression
X
Gravel Pit
.4
Gravelly Spot
0
Landfill
Lava Flow
Marsh or swamp
+
Mine or Quarry
Water Features
Miscellaneous Water
Perennial Water
Streams and Canals
Rock Outcrop
Saline Spot
measurements.
Sandy Spot
Severely Eroded Spot
#-*-*
Sinkhole
Source of Map: Natural Resources Conservation Service
Slide or Slip
0o
Sodic Spot
Soil Map—Henderson County, North Carolina
MAP INFORMATION
USDA Natural Resources Web Soil Survey 3/6/2019
Conservation Service National Cooperative Soil Survey Page 2 of 3
Spoil Area
The soil surveys that comprise your AOI were mapped at
1:20,000.
Stony Spot
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
Other
line placement. The maps do not show the small areas of
.-
Special Line Features
contrasting soils that could have been shown at a more detailed
scale.
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
measurements.
Transportation
#-*-*
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
rwr
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
L
Major Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Local Roads
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
Background
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Henderson County, North Carolina
Survey Area Data: Version 18, Sep 10, 2018
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: May 21, 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.
USDA Natural Resources Web Soil Survey 3/6/2019
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Henderson County, North Carolina
Map Unit Legend
usDA Natural Resources Web Soil Survey 3/6/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
BaB
Bradson gravelly loam, 2 to 7
percent slopes
2.9
9.2
15.6%
48.6%
DeB
Delanco (dillard) loam, 2 to 7
percent slopes
HyC
Hayesville loam, 7 to 15
percent slopes
6.8
35.9%
Totals for Area of Interest
18.9
100.0%
usDA Natural Resources Web Soil Survey 3/6/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

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Stream and
Wetland Impact N
Table o
UT -1 Mill 25 If W-4
E
Pond Temporary =
Creek
S
Wetland 0.02- Acres
A Permanent
Wetland 0.03- Acres Impact W1 - 0.02 -Acres UT -1 Mill Pond Creek
B Permanent Wetland A A o.
Wetland 0.04- Acres
jam
D Permanent
Impact S1 - 251f
UT -1 Mill Pond Creek .
•�� Property
' Line/Stud
Limits
Legend
Stream
Limits—
Property
Line/Study
Limits
Wetland
Limits
Impact
Area
Alpine Dr
Haywood Knolls Dr
GRAPHIC SCALE
UT -UT -1 Mill Pond
Creek
Wetland C
Impact W2 - 0.03 -Acres
° Wetland B
-150 0 75 150
1 INCH = 150 FEET
Impact W3 - 0.04 -Acres
Wetland D ft
IMPACT
MAP PROJECT #
18.00143
June 14, 2019
West Henderson High School
Ip
HAYWOOD PARK ESTATES PROJECT
HENDERSON COUNTY,
NORTH CAROLINA
JURISDICTIONAL WETLANDS AND WATERS IDENTIFIED ON
THIS MAP HAVE BEEN LOCATED WITHIN SUB -METER
ACCURACY UTILIZING A THALES MAPPING GRADE
GLOBAL POSITIONING SYSTEM (GPS) AND THE
SUBSEQUENT DIFFERENTIAL CORRECTION OF THAT DATA.
GPS POINTS MAY DEMONSTRATE UNCORRECTABLE
ERRORS DUE TO TOPOGRAPHY, VEGETATIVE COVER,
AND/OR MULTIPATH SIGNAL ERROR.
NOTE: THE ILLUSTRATED WETLAND AND STREAM
LOCATIONS ARE APPROXIMATE. THESE AREAS HAVE BEEN
FLAGGED IN THE FIELD; HOWEVER, THEY HAVE NOT BEEN
SURVEYED. ALTHOUGH MCGILL ASSOCIATES, P.A.
(MCGILL) IS CONFIDENT IN OUR ASSESSMENT, THE US
ARMY CORPS OF ENGINEERS IS THE ONLY AGENCY THAT
CAN MAKE FINAL DECISIONS REGARDING
JURISDICTIONAL WETLAND AND WATERS OF THE US
DELINEATIONS.
McG
ASSOCIATES
ENGINEERING • PLANNING • FINANCE
1013 STATE FARM ROAD BOONE, NC 28607 P14.[phone]
THIS MAP WAS PREPARED BY MCGILL USING THE BEST
INFORMATION AVAILABLE TO MCGILL AT THE TIME OF
PRODUCTION. THIS MAP IS FOR INFORMATIONAL
7
PURPOSES ONLY AND SHOULD NOT BE USED TO
DETERMINE PRECISE BOUNDARIES, ROADWAYS,
PROPERTY BOUNDARY LINES, NOR LEGAL DESCRIPTIONS.
THIS MAP SHALL NOT BE CONSTRUED TO BE AN OFFICIAL
SURVEY OF ANY DATA DEPICTED.
McG
ASSOCIATES
ENGINEERING • PLANNING • FINANCE
1013 STATE FARM ROAD BOONE, NC 28607 P14.[phone]