20160224 Ver 1_401 Application_20160316

R -CEiVED
pivfsion of Water Resource!
D r; LD
t;r CMI
CCoonc'9,e"pts, PA F E 8 2 9 2016
Transmittal Water Ouality RenlOnal Operations
Date: February 2611, 2016
Project Name: Cullowhee Methodist Church
CDC Project: 21537 EDE-WA�T
ff.. To: Tim Fox Divison of Water Quality
2090 US 70 Highway
• 4 B FF R P
Swannanoa, NC 28778
[phone]
Via : Mail Overnight Hand Delivered _ Pick up @ CDC Office
------Copies------------
Date ------------------------------------------------Description----------------------------------------
4
02/18/2016
PCN—Signed
-----------------------------------------
1
02/18/2016
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$240.00 Check — Application Fee
---------------------------------------------------------------------------------------------------------------------------------------
4
02/18/2016
Supporting Documents Package
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4
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02/18/2016
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Sheet C501 — Storm Drainge Plan (2406)
REMARKS:
Cc: Roger Turk — 416 Central Drive, Cullowhee, NC 28723
S:\ACAD\21537\docs\usace\2016-02-18-Transmittal- DWQ.doex
By: Jeff Sanders, E.I.
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street — Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A. Applicant Information 2 0
1. Processing
1a. Type(s) of approval sought from the Corps:
® Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
® Yes ❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
© 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes NX No
For the record only for Corps Permit:
❑ Yes ®No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
[] Yes © No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes ❑X No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes © No
2. Project Information
2a. Name of project:
Methodist Church Parking Lot
2b. County:
Jackson
2c. Nearest municipality / town:
Cullowhee
2d. Subdivision name:
Western Carolina University
2e. NCDOT only, T.I.P. or state project no:
3. Darner Information
3a. Name(s) on Recorded Deed:
Cullowhee Methodist Church
3b. Deed Book and Page No.
210/091
3c. Responsible Party (for LLC if
applicable):
3d. Street address:
416 Central Drive
3e. City, state, zip:
Cullowhee, NC 28723
3f. Telephone no.:
828-293-9215
3g. Fax no.:
3h. Email address:
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
[] Agent 0 Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
S. Agent/Consultant Information (if applicable)
5a. Name:
Warren Sugg, P.E.
5b. Business name
(if applicable):
Civil Design Concepts, PA
5c. Street address:
168 Patton Avenue
5d. City, state, zip:
Asheville, NC 28801
Be. Telephone no.:
[phone]
5f. Fax no.:
[phone]
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
7559-33-5828
1 b. Site coordinates (in decimal degrees):
Latitude: 35.3103 Longitude: -83.17874
1c. Property size:
5.01 acres
2, Surface Waters
2a. Name of nearest body of water to proposed project:
UT to Cullowhee Creek
2b, Water Quality Classification of nearest receiving water.
C; Tr
2c. River basin:
luttle Tennessee
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The existing site is a church building, with asphalt parking lot and drives. Also, consists of grassed lawns and a grassed and mulched playground
area
3b. List the total estimated acreage of all existing wetlands on the property: 0
3c. list the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 125
3d. Explain the purpose of the proposed project:
The intent of the project is to more efficiently design the storm drainage and upgrade the existing drainage system while connecting the
proposed system to the pipe discharging underneath the WCU building.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will include removing/abandoning approximately 354 LFT of storm pipe and I storm structure. Approximately 506 LFT of new.storm
pipe and 6 storm structures will be installed. Standard construction equipment including a backhoe willhe used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project(including all priorphases) in thepast?
❑ Yes © No ❑ Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ preliminary ❑ Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): Nin
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
NIA
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
[]Yes ❑ No ® Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 3 of 10
PCN Form —Version 1.4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams—tributaries ❑ Suffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary
2b.
Type of impact
2c.
Type of wetland
2d.
Forested
2e.
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f.
Area of
impact
(acres)
W1 -
Choose one
Choose one
Yes/No,
-
W2 -
Choose one
Choose one
Yes/No
-
W3 -
Choose one
Choose one
Yes/No
-
W4
Choose one
Choose one
YesfNo
-
W5 -
Choose one
Choose one
Yes/No
We -
Choose one
Choose one
Yes/No
-
2g. Total Wetland Impacts:
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
Stream impact
number
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c. 3d.
Stream name Perennial (PER) or
intermittent (INT)?
3e. 3f.
Type of Average
jurisdiction stream
width
(feet)
3g.
Impact
length
(linear
fes)
S1 P
Culvert
UT to Cullowhee Creek PER
Corps 3
125
S2
Choose one
-
-
S3 -
Choose one
-
-
84 -
Choose one
-
-
S5 -
Choose one
-
-
Se -
Choose one
-
-
3h. Total stream and tributary impacts
125
3i. Comments:
WA
Page 4 of 10
PCN Form -:Version 1.4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then Ind' ually list all open water Impacts below.
4a.
Open water
impact number
Permanent (P) or
Temporary
4b,
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01 -
Choose one
Choose
02 -
Choose one
Choose
03 -
Choose one
Choose
04 -
Choose one
Choose
4f. Total open water impacts
4g. Comments: NIA
5. Pond or Lake Construction
if pond or lake construction proposed, the com ete the chart below.
58.
Pond ID number
5b.
Proposed use or
purpose of pond
5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
(acres)
Flooded Filled
Excavated Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments: NIA
5h. Is a dam high hazard permit required? Yes ® No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction: N/A
6. Buffer Impacts (for.DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a. Project is in which protected basin?
❑ Neuse ❑ Tar -Pamlico ❑ Catawba [] Randleman ❑ Other:
6b.
Buffer Impact
number —
Permanent (P) or
Temporary
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1
Impact
(square
feet)
6g.
Zone 2
impact
(square
feet
B1 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
84 -
Yes/No
B5 -
YesfNo
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments: NIA
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed piping of the stream Is to help manage and maintain the storm drainage In the area around the church and WCU campus. The new
storm drainage design will more effectively manage the storm runoff.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sift fencing and best management practices will be used to prevent sediment from Impacting UT to Cullowhee Creek,
2. Compensatory Miti ation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ® No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3s. Name of Mitigation Bank: NIA
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
NIA
3c. Comments:
4, Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: Choose one
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non -riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments: N/A
5. Complete If Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
NIA
Page 6 of 10
PCN Form —Version 1.4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
1 11 Yes No
buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c.
6d.
6e.
Zone
Reason for impact
Total impact
Multiplier
Required mitigation
(square feet)
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
N/A
6h. Comments: wA
Page 7 of 10

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project Include or is it adjacent to protected riparian buffers Identified
❑ Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
NIA
❑ Yes ❑ No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
25%
2b. Does this project Tguire a Stormwater Management Plan?
❑ Yes ® No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
NIA
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan.
NIA
2e. Who will be responsible for the review of the Stormwater Management Plan?
NIA
3. Certified Local Government Stonnwater Review
3a. In which localgovernment's 'urisdiction is thisproject?
❑ Phase II
❑ NSW
3b. Which of the following locally -implemented stormwater management programs
USMPWater
(check all that apply):
®apply Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑Yes ® No
attached?
4. DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a. Which of the following state -implemented stormwater management programs applyHSession
ORW
(check all that apply):
Law 2006-246
❑Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
5. DWQ 401 Unit Stormwater Review
5a.Does the Stormwater Management Plan meet the appropriate requirements?
E]Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form= Version 1.4 January 2009

F. Supplementary Information
1, Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federallstatellocal) funds or the
❑ Yes No
use of public (fedemYstate) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
El Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:' N/A
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑Yes ® No
or Riparian Buffer Rules (ISA NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes ® No
2c. If you answered "yes' to one or both of the above questions, provide an explanation of the violation(s):
N/A
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes O No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis In accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
N/A
4. Sewage Disposal (DWQ Requirement)
4a. Clearly detail the ultimate treatment methods and disposition (non -discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility.
No changes will be made to the existing wastewater treatment.
Page 9 of 10
PCN Form —Version 1.4 January 2009

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
®Yes ❑ No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
USFWS Endangered Species Program Website
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
South Atlantic Fishery Management Council
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
Site previously development - historic/archeological Impact not applicable.
B. Flood Zone Designation (Corps Requirement)
Ba. Will this project occur in a FEMA -designated 100 -year floodplain?❑Yes
® No
_:7
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
2010 FEMA Firm 3700765900J
Applica Signature
Date
ApplicantlAgent's rinted Name
gens
(Agent's signature is valid only If an authorization
War from the applicant isprovided.)
Page 10 of 10

FEBRUARY 26, 2016
D
A 0 4 2016
PCN SUBMITTAL PACKAGE
CULLOWHEE METHODIST CHURCH PARKING LOT
PREPARED FOR: CULLOWHEE METHODIST CHURCH
416 CENTRAL DRIVE
CULLOWHEE, NORTH CAROLINA 28723
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue Asheville, NC 28801 52 Walnut Street — Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

CDCC.�NA
Project Name: Cullowhee Methodist Church Parking Lot
Project Location: Jackson County, NC
CDC Project No. 21537
Date: January 29, 2016
GRADING, EROSION CONTROL, AND STORMWATER NARRATIVE
General
The Cullowhee Methodist Church Parking Lot project is a developed 5.01 acre site that consist of
one parcel (pin# 7559-33-5828) and is under Jackson County. The project is located in Cullowhee on
Central Drive. The subject property currently consists of existing buildings and grassed areas, as
well as several paved drives. The site can be found on the "Sylva South" USGS map as well as
FEMA firm map 3700755900J dated 04/19/2010.
The site will maintain the basic footprint of the parking area with a slight increase onto the front and
rear of the parking area. The entrance off of Central Drive will be modified slightly and regraded as
well, but staying in the same location. The storm drainage system will be removed and replaced at
the proposed locations in a staging process to allow continued use of the system while the
construction occurs. The storm drainage system will be extended to the southeast to connect to the
existing culverts coming from underneath Albright -Benton Residence Hall. The construction process
will occur in stages to also allow continue use of the church facilities. Refer to construction plans for
further details of site plan.
Erosion Control
Proposed erosion control measures consist of a silt fence, stone inlet protection, and temporary and
permanent seeding to prevent sediment from leaving the site. Of the 5.01 acre parcel, 0.96 acres will
be disturbed by grading and construction activities. Silt fence will be installed downgrade of the
disturbed areas. All existing and proposed storm drainage inlets will have inlet protection. Refer to
construction plans for further detail on the erosion control measures.
Storm Drainage
Stormwater will be collected and conveyed to the existing storm drainage system on site.
Positive drainage will be ensured to all proposed and existing inlets, to minimize pooling. The
existing 24" CMP pipes and drainage structures will be removed and new 60" HDPE and
drainage structures will be installed. The new storm drainage system will extend to the south east
and connect to the existing drainage structures in that area. Staging will occur to allow continued
flow of the stream and storm drainage through the existing and proposed system as the
construction process occurs. A custom 2 -chamber storm structure will allow flow during the
construction process. Refer to construction documents and storm calculations for further details
of the storm drainage.
Mailing Address: P.O. Box 5432, Asheville, NC 28813
168 Patton Avenue, Asheville, NC 28804 52 Walnut Street — Suite 9, Waynesville, NC 28786
Phone [phone] Fax [phone] Phone: [phone] Fax: [phone]

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CULL EE METHODIST CHURCH
PIN# 7559-33-5828
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EXISTING PIPE TO BE ABANDONED (TYP) /
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WESTERN CAROLINA UNI SITY aa.
PIN# 7559-23-1452
-- AN; 196.50 ACRES ��
/ PROPOSED 50 LFT OF STREAM IMPACT v
(CULLOWHEE METHODIST CHURCH PARCEL) Z 4) O
EXISTING PROPERTY LINE (TYP)
F
PROPOSED 22 LFT OF STREAM IMPACT N
(WCU PARCEL)
N
Z
PROPOSED STORM PIPE (TYP) N
LuUT TO CULLOWHEE CREEK �` U
CLASSIFICATION: C; Tr Z
PROPOSED STORM STRUCTURE (TYP) t r �✓ l'�
PROPOSED 53 LFT OF STREAM IMPACT EXISTING PIPES — 42" RCP
(WCU PARCEL)
PROPOSED CUSTOM 2—CHAMBER JUNCTION BOX STREAM IMPACTS T
♦ �_, METHODIST CHURCH PARCEL
♦ TOTAL STREAM IMPACT = 50 LF F—
`
W 0
EXISTING PIPES — 30" RCP WCU PARCEL 0 W
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1 inch = 20 ft. v~i ♦ /1

Methodist Church Parking
Lot
IPaC Trust Resource Report
Generated January 13, 2016 01:54 PM MST, IPaC v2.3.2
This report is for informational purposes only and should not be used for planning or
analyzing project level impacts. For project reviews that require U.S. Fish & Wildlife
Service review or concurrence, please return to the IPaC website and request an official
species list from the Regulatory Documents page.
MOW
IPaC - Information for Planning and Conservation (http://ecos.fws.aov/ipac/): A project planning tool to help
streamline the U.S. Fish & Wildlife Service environmental review process.

IPaC Trust Resource Report
US Fish & Wildlife Service
IPaC Trust Resource Report -i
NAME
Methodist Church Parking Lot
LOCATION
Jackson County, North Carolina
IPAC LINK
http://ecos. fws.g ov/i pac/{Lroj ect/
HNMLH-4CVRR-GJBNV-FDM6D-ADDEIM
U.S. Fish & Wildlife Contact Information
Trust resources in this location are managed by:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]
01/1312016 01:54 PM Information for Planning and Conservation (IPaC) v2.3.2 Page 2

IPaC Trust Resource Report
Endangered Species
Proposed, candidate, threatened, and endangered species are managed by the
Endangered Species Program of the U.S. Fish & Wildlife Service.
This USFWS trust resource report is for informational purposes only and should
not be used for planning or analyzing project level impacts.
For project evaluations that require FWS concurrence/review, please return to the IPaC
website and request an official species list from the Regulatory Documents section.
Section 7 of the Endangered Species Act requires Federal agencies to "request of the
Secretary information whether any species which is listed or proposed to be listed may
be present in the area of such proposed action" for any project that is conducted,
permitted, funded, or licensed by any Federal agency.
A letter from the local office and a species list which fulfills this requirement can
only be obtained by requesting an official species list from the Regulatory
Documents section in IPaC.
The list of species below are those that may occur or could potentially be affected by
activities in this location:
Arachnids
Spruce -fir Moss Spider Microhexura montivaga Endangered
CRITICAL HABITAT
There is final critical habitat designated for this species.
https://ecos fws gov/tesspublic/profile/speciesProfile action?spcode=J014
Clams
Appalachian Elktoe Alasmidonta raveneliana Endangered
CRITICAL HABITAT
There is final critical habitat designated for this species.
https:Hecos fws gov/tess public/profile/speciesProfile action?spcode=F01J
Flowering Plants
Small Whorled Pogonia Isotria medeoloides Threatened
CRITICAL HABITAT
No critical habitat has been designated for this species.
https://ecos fwsgov/tessub�lic/profile/speciesProfile.action?spcode=Q1XL
Swamp Pink Helonias bullata Threatened
CPITICAL. HABIIAI
No critical habitat has been designated for this species.
https:Hecos fws gov/tess public/ ro�peciesProfile action2spcode=Q2B8
01/13/2016 01:64 PM Information for Planning and (;nnservation (IPaC) v2.3.2 Paci.- :+

IPaC Trust Resource Report
Lichens
Rock Gnome Lichen Gymnoderma lineare Endangered
CRITICAL HABITAT
No critical habitat has been designated for this species.
httpsm//ecos fws gov/tess p ublic/ rop file/species Profile action? spcode=0001
Mammals
Carolina Northern Flying Squirrel Glaucomys sabrinus coloratus Endangered
CRITICAL HABITAT
No critical habitat has been designated for this species.
https://ecos fws gov/tess public/profile/speciesProfile action?spcode=AO9M
Northern Long-eared Bat Myotis septentrionalis Threatened
CRITICAL HABITAT
No critical habitat has been designated for this species.
https://ecos fws gov/tess public/ ro�peciesProfile. action ?sncode=AOJE
Critical Habitats
There are no critical habitats in this location
01/13/2016 01:.54 PM Information for Planning and conservation (IPaC} v2.3.2 Page 4

IPaC Trust Resource Report
Migratory Birds
Birds are protected by the Migratory Bird Treaty Act and the Bald and Golden Eagle
Protection Act.
Any activity which results in the take of migratory birds or eagles is prohibited unless
authorized by the U.S. Fish and Wildlife Service (1). There are no provisions for
allowing the take of migratory birds that are unintentionally killed or injured.
Any person or organization who plans or conducts activities that may result in the take
of migratory birds is responsible for complying with the appropriate regulations and
implementing appropriate conservation measures.
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.pha
• Conservation measures for birds
htto://www.fws.aov/birds/manaaement/r)romect-assessment-tools-and-auidance/
conservation-measures.php
• Year-round bird occurrence data
http://www fws gov/birds/management//project-assessment-tools-and-guidance/
akn-histogram-tools.php
The following species of migratory birds could potentially be affected by activities in this
location:
Bald Eagle Haliaeetus leucocephalus
Year-round
https7//ecos fws gov/tess public/ rop file/sUeciesProfile action?socode=B008
Black -billed Cuckoo coccyzus erythropthalmus
Season: Breeding
httos7//ecos fws gov/tess public/ rop file/seeciesProfile action?spcode=BOHI
Blue -winged Warbler vermivora pinus
Season: Breeding
Canada Warbler wilsonia canadensis
Season: Breeding
FOX Sparrow Passerella iliaca
Season: Wintering
Golden -winged Warbler vermivora chrysoptera
Season: Breeding
httPS7Hecos.fws.gov/tess ublic/profile/speciesProfile action?spcode=BOG4
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Bird of conservation concern
Kentucky Warbler oporornis formosus Bird of conservation concern
Season: Breeding
Loggerhead Shrike Lanius ludovicianus Bird of conservation concern
Year-round
httos7//ecos fws_aov/tess ublic/profile/speciesProfile action?secode=BOFY
01/13/2016 01:54 PM Information for Planning and Conservation (IPaC) v2.3.2 Page 5

Louisiana Watelthrush Parkesia motacilla Bird of conservation concern
Season: Breeding
Olive -sided Flycatcher Contopus cooperi Bird of conservation concern
Season: Breeding
https•//erns fws gov/tess puhlir profile/speciesProfile action?spcode=BOAN
Peregrine Falcon Falco peregrinus Bird of conservation concern
Season: Breeding
https://ecos fws gov/tess12ublic/ ro�peciesProfile action?spcode=BOFU
Prairie Warbler Dendroica discolor Bird of conservation concern
Season: Breeding
Red Crossbill Loxia curvirostra Bird of conservation concern
Year-round
https://ecos.fws.gov/tess public/ r�,speciesProfile action?spcode=BOFS
Red-headed Woodpecker Melanerpes erythrocephalus Bird of conservation concern
Season: Breeding
Rusty Blackbird Euphagus carolinus Bird of conservation concern
Season: Wintering
Short -eared OWI Asio flammeus Bird of conservation concern
Season: Wintering
https:Hecos fws gov/tess public/ ro�peciesProfile action?spcode=BOHD
SWainson's Warbler Limnothlypis swainsonii Bird of conservation concern
Season: Breeding
Wood Thrush Hylocichla mustelina Bird of conservation concern
Season: Breeding
Worm Eating Warbler Helmitheros vermivorum Bird of conservation concern
Season: Breeding
Yellow -bellied Sapsucker sphyrapicus varius Bird of conservation concern
Season: Breeding
https://ecos.fws.gov/tess publi /profile/speciesProfile.action?spcode=BOFR
01/13/2016 01:54 PM Information for Planning and Conservation (IPaC) v2.3.2 Page 6

IPaG Trust Pesource Report
Refuges
Any activity proposed on National Wildlife Refuge lands must undergo a 'Compatibility
Determination' conducted by the Refuge. Please contact the individual Refuges to
discuss any questions or concerns.
There are no refuges in this location
01/13/2016 01:54 PM Information for Planning and conservation (IPaC) v2.3.2 Page 7

IPaC Trust Resource Report
Wetlands in the National Wetlands Inventory
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.
DATA LIMITATIONS
The Service's objective of mapping wetlands and deepwater habitats is to produce reconnaissance level information
on the location, type and size of these resources. The maps are prepared from the analysis of high altitude imagery.
Wetlands are identified based on vegetation, visible hydrology and geography. A margin of error is inherent in the use
of imagery; thus, detailed on -the -ground inspection of any particular site may result in revision of the wetland
boundaries or classification established through image analysis.
The accuracy of image interpretation depends on the quality of the imagery, the experience of the image analysts,
the amount and quality of the collateral data and the amount of ground truth verification work conducted. Metadata
should be consulted to determine the date of the source imagery used and any mapping problems.
Wetlands or other mapped features may have changed since the date of the imagery or field work. There may be
occasional differences in polygon boundaries or classifications between the information depicted on the map and the
actual conditions on site.
DATA EXCLUSIONS
Certain wetland habitats are excluded from the National mapping program because of the limitations of aerial
imagery as the primary data source used to detect wetlands. These habitats include seagrasses or submerged
aquatic vegetation that are found in the intertidal and subtidal zones of estuaries and nearshore coastal waters.
Some deepwater reef communities (coral or tuberficid worm reefs) have also been excluded from the inventory.
These habitats, because of their depth, go undetected by aerial imagery.
DATA PRECAUTIONS
Federal, state, and local regulatory agencies with jurisdiction over wetlands may define and describe wetlands in a
different manner than that used in this inventory. There is no attempt, in either the design or products of this
inventory, to define the limits of proprietary jurisdiction of any Federal, state, or local government or to establish the
geographical scope of the regulatory programs of government agencies. Persons intending to engage in activities
involving modifications within or adjacent to wetland areas should seek the advice of appropriate federal, state, or
local agencies concerning specified agency regulatory programs and proprietary jurisdictions that may affect such
activities.
There are no wetlands in this location
01/13/2016 01:54 PM Information for Planning and Conservation (IPaC) v2.3.2 Page 8

i
1/13/2016 Jackson County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Wildlife
Endangered Species, Threatened Species,Federal Species of
Concern, and Candidate Species,
Jackson County, North Carolina
Updated: 7-24-2015
Critical Habitat Designations:
Appalachian elktoe - Alasmidonta raveneliana - The main stem of the Tuckasegee River (Little
Tennessee River system), from the N.C. State Route 1002 Bridge in Cullowhee, Jackson County, North
Carolina, downstream to the N.C. Highway 19 Bridge, north of Bryson City, Swain County, North
Carolina. Within these areas, the primary constituent elements include: (i) Permanent, flowing, cool,
clean water; (ii)Geomorphically stable stream channels and banks; (iii)Pool, riffle, and run sequences
within the channel; (iv)Stable sand, gravel, cobble, boulder, and bedrock substrates with no more than
low amounts of fine sediment; (v)Moderate to high stream gradient; (vi)Periodic natural flooding; and
(vii)Fish hosts, with adequate living, foraging, and spawning areas for them.
Federal Register Reference: September 27, 2002, Federal Register, 67:61016-61040.
Common Name
Vertebrate:
Appalachian Bewick's wren
Bo turtle
urtle
Scientific name
Thryomanes bewickii altus
Glyptemys muhlenbergii
Carolina northern flying squirrel Glaucomys sabrinus coloratus
Eastern small -footed bat
Green salamander
Hellbender
Indiana bat
Northern lona-eared bat
Myotis leibii
Aneides aeneus
Cryptobranchus alleganiensis
Myotis sodalis
Myotis septentrionalis
Federal Record Status
Status
FSC Historic
T (S/A) Probable/potential
E
FSC
FSC
FSC
E
11
Current
Current
Current
Current
Current
Current
http://www.fws.gav/raleigtVspecies/critylistrjackson.html 1/4

1/13/2016 Jackson County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Northern pine snake Pituophis melanoleucus FSC Current
melanoleucus
Northern saw -whet owl
(Southern Appalachian
population)
Olive darter
Pygmy salamander
Red crossbill (Southern
Appalachian)
Sicklefin redhorse
Smoky dace
Southern Appalachian black -
capped chickadee
Southern Appalachian eastern
woodrat
Southern rock vole
Yellow -bellied sapsucker
(Southern Appalachian
population)
wounded darter
Invertebrate:
Appalachian elktoe
Diana fritillary (butterfly)
French Broad crayfish
Southern Tawny Crescent
butterfly
Spruce -fir moss spider
Whitewater crayfish ostracod
a harvestman
Vascular Plant:
Blue Ridge Ragwort
Butternut
Cuthbert turtlehead
Darlington's spurge
Fraser fir
Fraser's loosestrife
Gorge filmy fern
Granite dome goldenrod
Gray's saxifrage
Lobed Barren -strawberry
Mountain Thaspium
Aegolius acadicus pop. 1 FSC Current
Percina squamata FSC
Desmognathus wrighti FSC
Loxia curvirostra FSC
Moxostoma sp. I C
Clinostomus funduloides ssp. FSC
Poecile atricapillus practicus FSC
Neotoma floridana haematoreia FSC
Microtus chrotorrhinus FSC
carolinensis
Sphyrapicus varius FSC
appalachiensis
Etheostoma vulneratum FSC
Alasmidonta raveneliana E
Speyeria diana FSC
Cambarus reburrus FSC
Phyciodes batesii maconensis FSC
Microhexura montivaga E
Dactylocythere prinsi FSC
Fumontana deprehendor FSC
Packera millefolium
FSC
Juglans cinerea
FSC
Chelone cuthbertii
FSC
Euphorbia purpurea
FSC
Abies fraseri
FSC
Lysimachia fraseri
FSC
Hymenophyllum tayloriae
FSC
Solidago simulans
FSC
Saxifraga caroliniana
FSC
Waldsteinia lobata
FSC
Thaspium pinnatifidum
FSC
Current
Current
Current
Current
Current
Current
Current
Historic
Current
Current
Current
Current
Current
Current
Current
Obscure
Current
Current
Current
Current
Current
Current
Current
Current
Current
Historic
Historic
Historic
http://www.fws.gov/raleigtVspecies/crtylistrjackson.html 2/4

1/13/2016 Jackson County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Mountain bitter cress Cardamine clematitis FSC Current
Mountain catchfly
Silene ovata
FSC
Current
Radford's sedge
Carex radfordii
FSC
Current
Small whorled pogonia
Isotria medeoloides
T
Current
Southern Oconee -bells
Shortia galacifolia var.
FSC
Historic
a liverwort
galacifolia
FSC
Historic
Swamp pink
Helonias bullata
T
Current
Sweet pinesap
Monotropsis odorata
FSC
Current
Tall larkspur
Delphinium exaltatum
FSC
Current
Torrey's Mountain -mint
Pycnanthemum torrei
FSC
Historic
Nonvascular Plant:
Gorge moss
Bryocrumia vivicolor
FSC
Historic
a liverwort
Plagiochila sharph
FSC
Current
a liverwort
Plagiochila sullivantii var.
FSC
Historic
spinigera
a liverwort
Plagiochila sullivantii var.
FSC
Historic
sullivantii
a liverwort
Plagiochila virginica var.
FSC
Historic
caroliniana
a liverwort
Sphenolobopsis pearsonii
FSC
Historic
Lichen:
Rock gnome lichen
Gymnoderma lineare
E
Current
Definitions of Federal Status Codes:
E = endangered. A taxon "in danger of extinction throughout all or a significant portion of its range."
T = threatened. A taxon "likely to become endangered within the foreseeable future throughout all or a
significant portion of its range."
C = candidate. A taxon under consideration for official listing for which there is sufficient information to
support listing. (Formerly "C1" candidate species.)
BGPA =Bald and Golden Eagle Protection Act. See below.
FSC=Federal Species of Concern. FSC is an informal term. It is not defined in the federal Endangered
Species Act. In North Carolina, the Asheville and Raleigh Field Offices of the US Fish and Wildlife
Service (Service) define Federal Species of Concern as those species that appear to be in decline or
otherwise in need of conservation and are under consideration for listing or for which there is insufficient
information to support listing at this time.Subsumed under the term "FSC" are all species petitioned by
outside parties and other selected focal species identified in Service strategic plans, State Wildlife Action
Plans, or Natural Heritage Program Lists.
T(S/A) = threatened due to similarity of appearance. A taxon that is threatened due to similarity of
appearance with another listed species and is listed for its protection. Taxa listed as T(S/A) are not
biologically endangered or threatened and are not subject to Section 7 consultation. See below.
EXP = experimental population. A taxon listed as experimental (either essential or nonessential).
Experimental, nonessential populations of endangered species (e.g., red wolf) are treated as threatened
species on public land, for consultation purposes, and as species proposed for listing on private land.
P = proposed. Taxa proposed for official listing as endangered or threatened will be noted as "PE" or
"PT", respectively.
Bald and Golden Eagle Protection Act (BGPA):
http://www.fws.gov/raleigIVspecies/cntylistrjjackson.html 34

1/13/2016 Jackson County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
In the July 9, 2007 Federal Register( 72:37346-37372), the bald eagle was declared recovered, and
removed (de -listed) from the Federal List of Threatened and Endangered wildlife. This delisting took
effect August 8,2007. After delisting, the Bald and Golden Eagle Protection Act (Eagle Act) (16 U.S.C.
668-668d) becomes the primary law protecting bald eagles. The Eagle Act prohibits take of bald and
golden eagles and provides a statutory definition of "take" that includes "disturb". The USFWS has
developed National Bald Eagle Management Guidelines to provide guidance to land managers,
landowners, and others as to how to avoid disturbing bald eagles. For mor information, visit
http://www.fws. o v/mi rg atorvbirds/baldea lg_e.htm
Threatened due to similarity of appearance(T(S/A)L:
In the November 4, 1997 Federal Register (55822-55825), the northern population of the bog turtle (from
New York south to Maryland) was listed as T (threatened), and the southern population (from Virginia
south to Georgia) was listed as T(S/A) (threatened due to similarity of appearance). The T(S/A)
designation bans the collection and interstate and international commercial trade of bog turtles from the
southern population. The T(S/A) designation has no effect on land management activities by private
landowners in North Carolina, part of the southern population of the species. In addition to its official
status as T(S/A), the U.S. Fish and Wildlife Service considers the southern population of the bog turtle as
a Federal species of concern due to habitat loss.
Definitions of Record Status:
Current - the species has been observed in the county within the last 50 years.
Historic - the species was last observed in the county more than 50 years ago.
Obscure - the date and/or location of observation is uncertain.
Incidental/migrant - the species was observed outside of its normal range or habitat.
Probable/potential - the species is considered likely to occur in this county based on the proximity of
known records (in adjacent counties), the presence of potentially suitable habitat, or both.
http://www.fws.gov/raleigh/species/crytylistrjackson.htmi 4/4

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USDA United States
A product of the National
Custom Soil Resource
�— Department of
Agriculture
Cooperative Soil Survey,
a joint effort of the United
Report for
NRCS
States Department of
Agriculture and other
Jackson ou my
Federal agencies, State
Natural
agencies including the
North Carolina
Resources
Agricultural Experiment
Conservation
Stations, and local
Service
participants

Preface
Soil surveys contain information that affects land use planning in survey areas. They
highlight soil limitations that affect various land uses and provide information about
the properties of the soils in the survey areas. Soil surveys are designed for many
different users, including farmers, ranchers, foresters, agronomists, urban planners,
community officials, engineers, developers, builders, and home buyers. Also,
conservationists, teachers, students, and specialists in recreation, waste disposal,
and pollution control can use the surveys to help them understand, protect, or enhance
the environment.
Various land use regulations of Federal, State, and local governments may impose
special restrictions on land use or land treatment. Soil surveys identify soil properties
that are used in making various land use or land treatment decisions. The information
is intended to help the land users identify and reduce the effects of soil limitations on
various land uses. The landowner or user is responsible for identifying and complying
with existing laws and regulations.
Although soil survey information can be used for general farm, local, and wider area
planning, onsite investigation is needed to supplement this information in some cases.
Examples include soil quality assessments (http://www.nres.usda.gov/wps/portal/
nres/main/soils/health/) and certain conservation and engineering applications. For
more detailed information, contact your local USDA Service Center (http://
offices.sc.egov.usda.gov/locator/app?agency=nres) or your NRCS State Soil
Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/?
cid=nres142p2_053951).
Great differences in soil properties can occur within short distances. Some soils are
seasonally wet or subject to flooding. Some are too unstable to be used as a
foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic
tank absorption fields. A high water table makes a soil poorly suited to basements or
underground installations.
The National Cooperative Soil Survey is a joint effort of the United States Department
of Agriculture and other Federal agencies, State agencies including the Agricultural
Experiment Stations, and local agencies. The Natural Resources Conservation
Service (NRCS) has leadership for the Federal part of the National Cooperative Soil
Survey.
Information about soils is updated periodically. Updated information is available
through the NRCS Web Soil Survey, the site for official soil survey information.
The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs
and activities on the basis of race, color, national origin, age, disability, and where
applicable, sex, marital status, familial status, parental status, religion, sexual
orientation, genetic information, political beliefs, reprisal, or because all or a part of an
individual's income is derived from any public assistance program. (Not all prohibited
bases apply to all programs.) Persons with disabilities who require alternative means

for communication of program information (Braille, large print, audiotape, etc.) should
contact USDA's TARGET Center at [phone] (voice and TDD). To file a
complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400
Independence Avenue, S.W., Washington, D.C. 20250-9410 or'call [phone]
(voice) or [phone] (TDD). USDA is an equal opportunity provider and
employer.

Contents
Preface......................................................................................................
SoilMap....................................................................................................
SoilMap..................................................................................................
Legend....................................................................................................
MapUnit Legend....................................................................................
MapUnit Descriptions............................................................................
Jackson County, North Carolina.........................................................
BrC—Braddock-Urban land complex, 2 to 15 percent slopes,........
CrD—Cowee-Evard-Urban land complex, 15 to 30 percent slopes.
EvE—Evard-Cowee complex, 30 to 50 percent slopes ...................
4

Soil Map
The soil map section includes the soil map for the defined area of interest, a list of soil
map units on the map and extent of each map unit, and cartographic symbols
displayed on the map. Also presented are various metadata about data used to
produce the map, and a description of each soil map unit.

Custom Soil Resource Report
Soil Map
301880 301910
35- 19 4T N
—Oki,
FA AIL
lop
got?
302000
35* 18'40r N
35* 193rN
301790 301820 301850 301890 301910 301940
o Map Sole: 1:1,440ifprinted onAport Tat(8.5"x 11")sheeL
.Meters
N 0 20 40 80 120
0 50 100 200 300
Map projection: Web Mercator Comer coordinates: WGS84 E&ft tics: UrM Zone 17N VVG584
6
301970
35' 18'31h
302000

MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Soils
Soil Map Unit Polygons
r r
Soil Map Unit Lines
E3
Soil Map Unit Points
Special
Point Features
U
Blowout
Borrow Pit
Clay Spot
Closed Depression
Gravel Pit
Gravelly Spot
Landfill
Lava Flow
i
Marsh or swamp
Mine or Quarry
Miscellaneous Water
Perennial Water
Rock Outcrop
+
Saline Spot
Sandy Spot
4j:-
Severely Eroded Spot
Sinkhole
Slide or Slip
oa
Sodic Spot
Custom Soil Resource Report
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
7
MAP INFORMATION
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: http://websoilsurvey.nres.usda.gov
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: Jackson County, North Carolina
Survey Area Data: Version 10, Sep 10, 2014
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Mar 12, 2011—Oct 16,
2011
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting

Custom Soil Resource Report
Map Unit Legend
Jackson County, ,North Caroliria'(NC099)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
BrC
Braddock -Urban land complex,
4.6
47.9%
2 to 15 percent slopes,
CrD
Cowee-Evard-Urban land
2.8
28.9%
complex, 15 to 30 percent
slopes
EvE
Evard-Cowee complex, 30 to 50
2.2
23.2%
percent slopes
Totals for Area of Interest
9.6
100.0%
Map Unit Descriptions
The map units delineated on the detailed soil maps in a soil survey represent the soils
or miscellaneous areas in the survey area. The map unit descriptions, along with the
maps, can be used to determine the composition and properties of a unit.
A map unit delineation on a soil map represents an area dominated by one or more
major kinds of soil or miscellaneous areas. A map unit is identified and named
according to the taxonomic classification of the dominant soils. Within a taxonomic
class there are precisely defined limits for the properties of the soils. On the landscape,
however, the soils are natural phenomena, and they have the characteristic variability
of all natural phenomena. Thus, the range of some observed properties may extend
beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic
class rarely, if ever, can be mapped without including areas of other taxonomic
classes. Consequently, every map unit is made up of the soils or miscellaneous areas
for which it is named and some minor components that belong to taxonomic classes
other than those of the major soils.
Most minor soils have properties similar to those of the dominant soil or soils in the
map unit, and thus they do not affect use and management. These are called
noncontrasting, or similar, components. They may or may not be mentioned in a
particular map unit description. Other minor components, however, have properties
and behavioral characteristics divergent enough to affect use or to require different
management. These are called contrasting, or dissimilar, components. They generally
are in small areas and could not be mapped separately because of the scale used.
Some small areas of strongly contrasting soils or miscellaneous areas are identified
by a special symbol on the maps. If included in the database for a given area, the
contrasting minor components are identified in the map unit descriptions along with
some characteristics of each. A few areas of minor components may not have been
observed, and consequently they are not mentioned in the descriptions, especially
where the pattern was so complex that it was impractical to make enough observations
to identify all the soils and miscellaneous areas on the landscape.
The presence of minor components in a map unit in no way diminishes the usefulness
or accuracy of the data. The objective of mapping is not to delineate pure taxonomic
classes but rather to separate the landscape into landforms or landform segments that
0

Custom Soil Resource Report
have similar use and management requirements. The delineation of such segments
on the map provides sufficient information for the development of resource plans. If
intensive use of small areas is planned, however, onsite investigation is needed to
define and locate the soils and miscellaneous areas.
An identifying symbol precedes the map unit name in the map unit descriptions. Each
description includes general facts about the unit and gives important soil properties
and qualities.
Soils that have profiles that are almost alike make up a soil series. Except for
differences in texture of the surface layer, all the soils of a series have major horizons
that are similar in composition, thickness, and arrangement.
Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity,
degree of erosion, and other characteristics that affect their use. On the basis of such
differences, a soil series is divided into soil phases. Most of the areas shown on the
detailed soil maps are phases of soil series. The name of a soil phase commonly
indicates a feature that affects use or management. For example, Alpha silt loam, 0
to 2 percent slopes, is a phase of the Alpha series.
Some map units are made up of two or more major soils or miscellaneous areas.
These map units are complexes, associations, or undifferentiated groups.
A complex consists of two or more soils or miscellaneous areas in such an intricate
pattern or in such small areas that they cannot be shown separately on the maps. The
pattern and proportion of the soils or miscellaneous areas are somewhat similar in all
areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example.
An association is made up of two or more geographically associated soils or
miscellaneous areas that are shown as one unit on the maps. Because of present or
anticipated uses of the map units in the survey area, it was not considered practical
or necessary to map the soils or miscellaneous areas separately. The pattern and
relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -
Beta association, 0 to 2 percent slopes, is an example.
An undifferentiated group is made up of two or more soils or miscellaneous areas that
could be mapped individually but are mapped as one unit because similar
interpretations can be made for use and management. The pattern and proportion of
the soils or miscellaneous areas in a mapped area are not uniform. An area can be
made up of only one of the major soils or miscellaneous areas, or it can be made up
of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example.
Some surveys include miscellaneous areas. Such areas have little or no soil material
and support little or no vegetation. Rock outcrop is an example.
9

Custom Soil Resource Report
Jackson County, North Carolina
BrC—Braddock-Urban land complex, 2 to 15 percent slopes,
Map Unit Setting
National map unit symbol: Ic72
Elevation: 1,730 to 2,250 feet
Mean annual precipitation: 50 to 58 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 116 to 170 days
Farmland classification: Not prime farmland
Map Unit Composition
Braddock, moderately eroded, and similar soils: 50 percent
Urban land. 30 percent
Minor components: 20 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Braddock, Moderately Eroded
Setting
Landform: Stream terraces
Landform position (three-dimensional): Mountainbase, tread
Down-slope shape: Linear
Across -slope shape: Linear
Parent material: Old alluvium
Typical profile
Ap - 0 to 11 inches: clay loam
Bt - 11 to 57 inches: clay
BC - 57 to 80 inches: loam
Properties and qualities
Slope: 2 to 15 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: High (about 9.0 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
Description of Urban Land
Setting
Parent material: Streets, parking lots, buildings, and other structures
Interpretive groups
Land capability classification (irrigated): None specified
10

Custom Soil Resource Report
Land capability classification (nonirrigated): 8s
Minor Components
Udorthents
Percent of map unit: 9 percent
Landform: Stream terraces
Landform position (three-dimensional):
Mountainbase, tread
Down-slope shape: Convex, linear
Across -slope shape: Convex, linear
Thurmont
Percent of map unit: 4 percent
Landform: Drainageways on stream terraces
Landform position (three-dimensional):
Mountainbase, base slope
Down-slope shape: Concave, linear
Across -slope shape: Linear
Dillard, rarely flooded
Percent of map unit: 3 percent
Landform: Drainageways on stream terraces
Landform position (three-dimensional):
Mountainbase, base slope
Down-slope shape: Linear, concave
Across -slope shape: Linear
Reddies, occasionally flooded
Percent of map unit: 2 percent
Landform: Flood plains
Landform position (three-dimensional):
Mountainbase
Down-slope shape: Linear
Across -slope shape: Linear
Hemphill, undrained
Percent of map unit: 2 percent
Landform: Swales on stream terraces
Landform position (three-dimensional):
Mountainbase, base slope
Down-slope shape: Concave, linear
Across -slope shape: Concave, linear
CrD—Cowee-Evard-Urban land complex, 15 to 30 percent slopes
Map Unit Setting
National map unit symbol: Ic7t
Elevation: 1,400 to 4,000 feet
Mean annual precipitation: 40 to 80 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 130 to 180 days
Farmland classification: Not prime farmland
11

Custom Soil Resource Report
Map Unit Composition
Cowee and similar soils: 40 percent
Evard and similar soils: 25 percent
Urban land: 20 percent
Estimates are based on observations, descriptions, and transects of the mapu ,nit.
Description of Cowee
Setting
Landform: Ridges, mountain slopes
Landform position (two-dimensional): Summit, backslope
Landform position (three-dimensional): Upper third of mountainflank, side slope
Down-slope shape: Convex
Across -slope shape: Linear
Parent material: Residuum weathered from igneous and metamorphic rock
Typical profile
A - 0 to 10 inches: sandy loam
Bt - 10 to 38 inches: clay loam
Cr- 38 to 80 inches: weathered bedrock
Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: Low (about 5.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: C
Description of Evard
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Summit, backslope
Landform position (three-dimensional): Upper third of mountainflank, side slope
Down-slope shape: Convex
Across -slope shape: Linear
Parent material: Residuum weathered from igneous and metamorphic rock
Typical profile
Ap - 0 to 5 inches: clay loam
Bt - 5 to 29 inches: sandy clay loam
BC - 29 to 37 inches: sandy loam
C - 37 to 80 inches: sandy loam
Properties and qualities
Slope: 15 to 30 percent
Depth to restrictive feature: More than 80 inches
12

Custom Soil Resource Report
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Moderate (about 8.3 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Description of Urban Land
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
EvE—Evard-Cowee complex, 30 to 50 percent slopes
Map Unit Setting
National map unit symbol. Ic8h
Elevation: 1,700 to 4,470 feet
Mean annual precipitation: 50 to 70 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period. 100 to 176 days
Farmland classification: Not prime farmland
Map Unit Composition
Evard, stony, and similar soils: 55 percent
Cowee, stony, and similar soils: 35 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Evard, Stony
Setting
Landform: Hillslopes, mountain slopes
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Mountainflank, side slope
Down-slope shape: Convex
Across -slope shape Linear
Parent material. Residuum weathered from hornblende gneiss and/or amphibolite
that is affected by soil creep in the upper solum
Typical profile
A - 0 to 5 inches: gravelly loam
Bt - 5 to 29 inches: sandy clay loam
13

Custom Soil Resource Report
BC - 29 to 37 inches: sandy loam
C - 37 to 80 inches: sandy loam
Properties and qualities
Slope: 30 to 50 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high
(0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: Moderate (about 8.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6e
Hydrologic Soil Group: B
Description of Cowee, Stony
Setting
Landform: Mountain slopes, hillslopes
Landform position (two-dimensional): Backslope
Landform position (three-dimensional): Mountainflank, side slope
Down-slope shape: Convex
Across -slope shape: Linear
Parent material. Residuum weathered from hornblende gneiss and/or amphibolite
that is affected by soil creep in the upper solum
Typical profile
A - 0 to 5 inches: gravelly loam
Bt - 5 to 27 inches: gravelly sandy clay loam
Cr- 27 to 80 inches: bedrock
Properties and qualities '
Slope: 30 to 50 percent
Percent of area covered with surface fragments: 0.1 percent
Depth to restrictive feature: 20 to 40 inches to paralithic bedrock
Natural drainage class: Well drained
Runoff class: Medium
Capacity of the most limiting layer to transmit water (Ksat): Very low to high (0.00
to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 3.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 6s
Hydrologic Soil Group: C
14

Custom Soil Resource Report
Minor Components
Saunook, stony
Percent of map unit: 5 percent
Landform: Toes on coves
Landform position (three-dimensional): Mountainbase, base slope
Down-slope shape: Linear, concave
Across -slope shape: Concave
Edneyville, stony
Percent of map unit: 5 percent
Landform: Mountain slopes, ridges
Landform position (two-dimensional):
Landform position (three-dimensional).
Down-slope shape: Convex, linear
Across -slope shape: Linear, convex
15
Backslope
Mountainflank, side slope

.ZF
0
_ ...........................--.,:.��..�,�.r:....., L. .�....._9>2..'f>p7�_Si i'.fi" •�:4:1�n .•'�r;., :',r'l.;'" .......... _.. -.. .., ._.._. -y .�.
STATE OF NORTH CAROLINA
COUNTY,OF JACKSON.
The foregoing certificate.of Nichols Trost, Notary Public of the State,of New
York, authenticated by his notarial seal, is adjudged to be in due form, correct and
according to law, -and the foregoing instrument is adjudged to have been duly executed
and acknowledged. Let the instrument' -and the certificate be registered.
Witness my hand and officAAl signature; this 15th day of March, 1955•
Jackson County, North Carolina
NORTH CAROLINA
JACKSON COUNTY
Filed for.registration the 15th day�of March, 1955, at 9:00 A. M. and duly
corded this the 16th day of March, 1955, at 10:40 A. M.
RECORDED AND VERIFIED.
REGISTER OF DE
91
NORTH CAROLINA
JACKSON COUNTY
WHEREAS, the'Board'of Trustees of the Western Carolina College has, at a re-
gular meeting, approved the sale' -of a lot hereinafter described, to the Board of Tru-
stees for the Cullowhee Methodist Church in exchange for a lot owned by said church,
and other considerations; and
WHEREAS, it has'been made to appear that such conveyance is for the best in-
terest of the said Western Carolina College,"and that such conveyance has been ap-
proved by the Council of State of North Carolina; and
WHEREAS, said church has executed a deed, •conveying the lot formerly owned by
it to the said Western Carolina College; and
NOW THEREFORE, WITNESSETH: That the State of North Carolina for and in con-
sideration of the sum of one ($1.00) Dollar and exchange of the aforementioned lot by
the said trustees of the,Cullowhee Methodist Church and receipt of which is hereby ac
.knowledged has bargained and sold and by'these presents -does grant, bargain, sell and,
convey unto Keith Hinds, W. A. Ashbrnok and Frank H. brown, Jr. of Jackson County,
North Carolina, Trustees of the bullowhee Methodist Church (successor to the Cullowhe
Methodist Episcopal Church South) their successors as assigns, all that certain piece,
tract or parcel of land, situate, lying and being in Cullowhee Township, Jackson Coun
North Carolina, and more particularly bounded and described as follows:

' �..:,-•-R'.'�•;�-t,"aana�er. ,.s.L:.,r•;7r.-^a�an- ,-..,^.W;=..,�zc�¢�a;.:',:cr^-,r•;y...a1-•.,7�a'�cE..^,.•:n_-::5!rar"•,•...t,;.... :aT'=s.,::•-H�,,. ., ....n,-.,..,..,,.._. , .. _..
BEGINNING at the West end of a culvert.under alternate N.,C. Highway #107, 30
feet Southwest 6f the end of a culvert under old highway, and 19 feet from the center
line of said highway #107; thence South 320 52? West 238'feet to a stake at a fence, 4
Meet Northwest Of a hickory; thence fbllowing said 'fence, South 470 53* East 91 feet
to a stake; thence North 320 521 East 259 feet;to a stake on the South bank of afore-
mentioned Highway #107, 19 feet from the•center line of said Highway; thence with the
South Bank of said Highway, North 55° 0$4 West 90.feet to.the BEGINNING, Containing
approximately .51 acres.
The above described land is to be held by the said Trustees in trust; that
premises shall be used, kept, maintained and. disposes of as a place of divine worship
for the use of the ministry and membership of the -Methodist Church, subject to the dis
cipline, usage and ministerial appointments of said church as from time to time author
•ized and declared by the General Conference of�said church, and by the Annual Confer-
ences, within whose bounds and jurisdiction the said premises are situate.
TO HAVE AND TO HOLD the.above described piece tract or parcel of land,•with
privileges and appurtenances thereunto belonging or in anywise appertaining unto the
saidt•trustees, their successors and assigns t6 their only use and behoof in fee simp
forever.
This 25th day of February, 1955•
State of North Carolina
A=TTEST: By: Luther H. Hodges
Governor
Thad Eure
Secretary of StaFe
(THE GREAT SEAL OF NORTH CAROLINA)
APPROVED AS TO FORM
This 27th day of January, 1955.
Harry McMulBillia:t
'Attorney General
NORTH CAROLINA
WAKE COUNTY
I, Claire Eastman Nickels, a Notary Public, for the above named State and Cou-
nty, do hereby certify that this day personally appeared before me, Thad Eure, Secre-
tAPY of State, with whom I am personally acquainted, who being by me duly sworn says
:that Luther H. Hodged is Governor of the State of North Carolina; and that he, the
said Thad Eure, is Secretary of State of the State of North Carolina; that the seal
affixed to the foregoing instrument is the great `seal of the State of North Carolina
that the name of said state was subscribed to said instrument by the Governor; that
the Governor and the Secretary of State subscribed their names thereto, and said great
`'seal of the State of North Carolina was thereto affixed, all by resolution of the Coun
•cil of State of the State of North"Carolina and that"said instrument is the act and
'11,deed of the State of North Carolina.
'(NOTARIAL SEAL)
Ci'aYre Eastman Nichols
MY Commission Expires: NOTARY PULIC

93
71
�j NORTH CAROLINA -
F:r JACKSON COUNTY
The foregoing or annexed certificate of, Claire Eastman Nichols, a Notary Pub-
'
t;a
aF' lic of Wake County, attested by his/her.Notarial Seal, is adjudged to be correct, and
in due form of the law.
Let the said instrument and the certificate be registered.
This 15th day of March, 19558
Margaret W. Henson
Clerk of the Superior Court
Jackson County, N. C.
NORTH CAROLINA
JACKSON COUNTY
Filed for registration the'l.ih'day of March, 1955, at 11:40 A. M. and duly
recorded this the 16th day of March,.1955, at 11:30, A. M.
RECORDED AND VERIFIED.
0
NORTH CAROLINA
JACKSON COUNTY
THIS DEED, Made, executed.arid'delivered this the day of January, 1955,
by KEITH HINDS, W. A. ASHBROOKE, AN;D FRANK. H. BRbWN, JR., of Jackson County, North
Carolina, Trustees of the Cullowheo-Methodist Church (successor to the Cu.lbwhee Methd-
dist Episcopal Church South) parties 6. the first part; the WESTERN CAROLINA COLLEGE,
and Educational Corporation created; o-rgainzed and existing under and by virture of
the laws of the Stare of North Carolina, of Cullowhee, Jackson'County, North Carolina,
party of the second part;
W I T N E S S E T H: 'That said parties of the first part in exchange for a
lot owned by the said party of the second part, and other considerations, to them in
hand paid by the said party of the second part the receipt of which is hereby acknow-
ledged, hhve bargained and sold, and by these presents do grant, bargain, sell and
convey to.said party of the second:part, its successors and assigns; subject to the
exception hereinafter set forth, 'all that certain piece,•tract or parcel of land, sit-
uate, lying and being in Cullowhee Township, Jackson County, North Carolina, and more
particularly bounded and described as.foliows:
BEGINNING at an iron stake -2$4 feet North 55° 0$+ West 6f the West endof
metal culvert under alternate N.C. Highway #107, and 19f'eet Southwest of the center
line of aforesaid Highway; thence South 52° West 135 feet to a stake on South side of
branch, 5 feet West'of a Maple; thence following West bank of branch, North 250 West
- ..... .:a.. - ... rte.... .r..._ ..... {y ... . ........ .. .. -.... - -

• n• •. ..•(: ....... •... �.....�r........ �:. "4:. .. '::+'i %�`r'' -..yam,>,.tiP xTx^�i:y - m!¢r, _•.T,r -....7.�. .. 7.- ..
s94
99 feet to a stake on the South side of Speedwell Road; thence, crossing said branch,
North 500 52* East 77 feet to a point 10 feet from the center line of aforesaid Highwa
107; thence South 550 0$f East -kith the South bank.of Highway,100 feet -to the BEGIN-
ning, Containing approximately .28 acres. -
The conveyance of the above described property is made subject, nevertheless,
the the right -of -wap of alternate N. C. Highway #107 -
TO -HAVE AND TO HOLD the above described piece, tract or parcel of land, with
all privileges and appurtenances thereunto belonging or any anywise appertaining, unto
said party of the second part, its successors and assigns, subject to the right=of-way
above set forth to its only use and behoof, in fee simple, forever.
AND said parties of the first part for themselves, and their successors,,cov
enant to and with said party of :the second, part, its successors and assigns, that they
are seized of'said lands and premise's, in fee and have.a good and lawful right to con-
t •
vey the same in fee simple; that said.lands.arid premises are free and clear of any and
all encumbrances, except said right-of-way above set forth, and that said parties of
the first part and their successors, will,. have and by these preseris do, hereby forever
'warrant and will.forever defend the said title,:to•the same unto said party of the se-
cond part, its successors and assigns,•!against;.all•lawful claims, whatsoever, of all
persons, whomsoever, subject nevertheless to the above described right-of-way.
r.
IN WITNESS WHEREOF, said parties of the first part have hereunto set their
4
hands and seals, this the day and year •first above-;- ten.
Keith Hinds . (SEAL)
W. A. Ashbrook (SEAL)
Frank H. Brown, Jr. (SEAL)
NORTH•CAROLINA
JACKSON COUNTY
I, Gladys Painter, a Notary;Public in and for the County of Jackson, State of
'North Carolina, do hereby certify that:,Keith Hinds, W. A. Ashebro6k, and Frank H. Brown
Jr., Trustees of the Cullowhee Methodist Churck personally appeared before me this day
and acknowledged the die execution by them of the foregoing and annexed deed, for the
s therein expressed.
WITNESS my hand and Notarial:'Seal, this the 6th day of January, 1955•
(NOTARIAL SEAL) .
Gladys Painter
My. Commission Expires: TARY PUBLIC
Sept. 27, 1956
NORTH CAROLINA
DAMSON COUNTY.
I, MARGARET W. HENSON, Clerk of the•Superior Court of Jackson County, North
., Carolina, do hereby certify that the foregoing.certificate of Gladys Painter, a Notary
1 '?izblic of Jackson County, North Carolina, duly authenticated by-his�her.Notarial Seal
thereunto affixed'; is by me this day adjudged to have been duly acknowledged.

i . I
i
gistered.
r- : �,.: � �, � `5'wT.ix,.N••,r�+s�; e.;r.�s , �;=orf - .
Therefore, let said deed, with said certifeate and this certif¢eate be re -
Given under my.hand, this the 1$iiday of March, 1955•
95.
Mar aret W. Henson
C erk of the Superior Court of
Jackson County, North Carolina
NORTH CAROLINA':
JACKSON COUNTY
Filed -for registration the 15th day of March, 1955, at 11:40 A. M. and duly
RECORDED the,16th day of March, 1955, at 1:50 P. M.
RECORDED AND VERIFIED.
REGISTER OF 'DEEDS
NORTH CAROLINA
JACKSON COUNTY
THIS DEED, Made executed and delivered, this the day of January, 1955,
by FRANK NORTON and wife, JESSIE H. NORTON, of Jackson County, North Carolina, parties
of the first part; to WESTERN CAROLINA COLLEGE, an Educational Corporation created,
organized and existing.under and be virture of the laws of the State of North Caro-
lina, of Cullowhee," Jackson County, North Carolina, party of the second part;
W°I T N E S -S E T H: THAT said parties of the first part in consideration
of the sum of Ten ($10.00) bollars and other good and valuable consideration to them
in hand paid by the said party of the the second part the receipt of which is hereby
acknowledged, have bargained and sold, -and by these presents do grant, bargain, sell
and convey to said party of the second part, its successors and assigns, all that cer-
tain piece, tract or parcel of land, situate, lying and beigg in Cullowhee Township,
Jackson County, North Carolina; and more particularly bounded and described as follows,
BEGINNING at a locust on`top.-of a ridge, Sam Cogdill corner and runs in
common with his line S. 72' 30? W. 952 feet'to a stake on bank of Tuckaseigee River;
thence up the river 5..22 E. 553 feet to a stake; thence N. 64' 30? E. 858 feet to a
stake on ridge; thence Ni W. 436 feet to the BEGINNING, Containing 12.5 acres,!
more or less, as surveyed tip .A: •E. Brown; Surveyor, on 21 of March, 1952.
BEING the same lands described in and convyydd.by a deed dated 24 June, 1953
executed by B. N. Long and wife, Elizabeth Long; to Frank Norton and wife, Jessie H.
Norton, which deed is recorded in Public Records of Jackson County, North Carolina, in
Deed Book 200, at page 557.
TO HAVE.AND TO HOLD the above described piece, tract or parcel of land, wit
all privileges and appurtenances thereunto belonging or in anywise appertaining, unto
said party of the second part, its successors and assigns, to its only use and behoof,
fee simple, forever.

NOTES
1. SEE GRADING, EROSION CONTROL, AND STORM DRAINAGE DETAIL
SHEETS FOR ALL GENERAL NOTES. CONTRACTOR RESPONSIBLE
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
2. NO PORTION OF THIS PROJECT LIES WITHIN THE 100 -YR FEMA
FLOODPLAIN, PER FEMA FIRM PANEL #37096550J DATED JANUARY
6, 2010.
3. SOIL T`YPE B/C.
'A
PROPOSED GRADING FROM
WCU MIXED USE PROJECT /X111
Yl
t
PROPOSEDIL f
-S T
(TYP.)(SEE DETAI
o�
EXISTING 60" STORMWATER PIPE
--g
PHASE 11 TIE IN
PIPE I TO EXISTING
A
AT
4f
'Am
v
z
%NL 6 (Line
0
L e
In A)
(Line
PROPOSED TEMPORARY INLET PROTECTION
(SEE DETAILS)
CROSSING
,p UNDERGRO
N.
PHASE I PROPOSED 60" STORMWATER PIPE
CA2)--'
PHASE I PROPOSED DROP INLET
CROSSING
UNDERGROUlt D ELECTRIC
/A
EXIS-NG UNDERGROUND ELECTRIC(,TYP,)
(TO BE RELOCATED AT CROSSINGS)
PHASE V TIE IN CONNECTION OF 60" STORMWATER
PIPE TO DROP INLET
*hm
A/40
EXISTING LIGHT POLE (TYP.) "tP
PHASE V - PROPC
PIPE TABLE
0 to a ul)
Lu M Lo
STRUCTURE
TABLE
co 3
- 9
C14
PlIASE/CONSTRUCUON SEQUENCE:
to 0 Lo V)
"T 't
a
STRUCTURE STATION
STRUCTURE DETAILS
DEPTH
DESCRIPTION
LU W OD
SS
z 121
>
CL W Z
W x
co 0) z <
ul 0
2 z
Al 10+00
RIM 2162.99
INV. IN 2153.2
9.8,±
INV. IN 2160.6 EXISTING 30" CMP. Hwy, 17 CEr�6
INV. OUT 2156.8 PHASE 11
1169
1. INSTALL TEMPORARY 24" DIVERSION PIPE NEAR A2 INLET.
EXISTING SEWER�L17NE RIM 2167�67
A4 14+16 5.5± CUSTOM 2 -CHAMBER JUNCTION BOX
INV, OUT 2161.2 2. DEMO CONFLICTING EXISTING 30" CMP WITH PIPE Al -A2 LAYOUT
- RIM 2163�20 1± AND INSTALL REMAINING PIPE Al -A2.
, 714k Bi 13+51 14- DROP INLET 1 TIE IN CONNECTION OF PIPE Al -A2 TO EXISTING DROP INLET. N 0 -
INV. OUT 2160. 8
4. OPEN FLOW THROUGH TEMPORARY DIVERSION PIPE.
PHASE III
cl 13+85 5.9'± 12" JUNCTION BOX,
1
INV. OUT 2161
�:3+=85 1. DEMO EXISTING DROP INLET AND REMAINING 30" (,MP PIPE UP TO
IN
PROPOSED TEMPORARY DIVERSION PIPE.
PHASE IV
INSTALL TEMPORARY DIVERSION DITCH.
-CHAMBER JUNCTION BOX Hwy. 107 To East LaPorte
2. INSTALL PROPOSED CUSTOM 2
2,
(STRUCTURE A4) CONNECTING TO PIPES UNDER WCU BUILDING.
4. CONTINUE FLOW THROUGH ONE CHAMBER TO TEMPORARY
DIVERSION DITCH.
PHASE V TO CLOSED V"rUCINITY MAP
1. INSTALL PIPE A3 -A4 WITH TIE IN CONNECTION
CHAMBER OF STRUCTURE A4.
2 INSTALL STRUCTURE A3 AND PIPE A2 -A3. (Nol"ro SCALE)
NECTION OF STORMWATER 3. TIE IN CONNECTION OF A2 -A3 TO STRUCTURE A2.
DP INLET 217 A� PHASE V1
1, STOP FLOW TO TEMPORARY DIVERSION DITCH FROM CUSTOM
2 -CHAMBER JUNCTION BOX. BEGIN FLOW TO NEW STORMWATER
NETWORK A4 -Al, BOTH CHAMBERS OPEN.
PHASE Vill DEVELOPMENT DATA
15" CMP AND 12" CMP TO
al
1. REMOVE AS NECESSARY EXISTING
c� 6r OWNER/DEVELOPER: WESTERN CAROLINA UNIVERSITY
INSTALL STRUCTURES Bl AND Cl AND PIPES A3-81 AND A3 Cl,
-Bl AND A3 -Cl TO STRUCTURE A3.
2. TIE IN PIPES A3 3476 OLD CULLOWHEE ROAD
c 1 TIE IN EXISTING 15" HDPE SOUTH OF A3 TO STRUCTURE Al CULLOWHEE, NORTH CAROLINA 28723
4
CONTACT. JOE WALKER, PE -ASSOCIATE VICE
5� REMOVE TEMPORARY DIVERSION DITCH AND GRADE TO PROPOSED
TIE IN ALL ROOF DRAINS/DOWN SPOUTS TO STRUCTURE A4.
CONTOURS. CHANCELLOR FOR FACILITIES MANAGEMENT
-7441
216 6 (828) 227
ell 6� REMOVE EXISTING 24" CMP AND TEMPORARY DIVERSION PIPE.
7. REPAIR ALL DISTURB AREAS OR PREPARE FOR EITHER RE -PAVING
-SEEDING.
OF OR RE
Al CIVIL ENGINEER: CIVIL DESIGN CONCEPTS, P.A.
R
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
CONTACT: WARREN SUGG, P.E.
A_ -5388
(828) 252
SURVEYOR: JOEL JOHNSON LAND SURVEYING, INC.
PH SE 701 OLD SETTLEMENT ROAD
NLET TO BE REMOVED AFTER COMPLETION
SYLVA, NORTH CAROLINA 28779
III - 30" STORMWATER PIPE AND
CONNECTION OF STORMWATER PIPE AN
JOEL JOHNSON, P.L.S
TE,VPORARY DIVERSION PIPE 'k, CONTACT.
[phone]
ful-I CT DATA
PROJL
A
PIN: 7559-33-5828
#1 ADDRESS: 416 CENTRAL DR, CULLOWHEE, NO
T!
OUND PR(,)-'OSED TEMPORARY 24" PIPE DEED BOOK/IPAGE: 0210/091
NO _IJIC
SITE ACREAGE: 5.01 ACRES
PHASE 11
DIVERSION TO B-- COMPLETED IN SEQUENCE
WITH TIE IN Co�,',�ECTION OF STORMWATER PIPE < ZONING. INSTITUTIONAL
I,fl," ,kf,
DISTURBED AREA: 0.96 AC
EXISTING SE"NER MANHOLE
R6BK 6'9__QALQVLAnQhs.
VEHICULAR
Z
EXISTING SPACES:
71
Z
PROPOSED SPACES: 7
n 2
CROSSING 2ow� v N�
F
UNDER R
A I- HAND1.1,40APPED SPACES:
'C H LjR
z SPACES REQUIRED: 3 SPACES PROVIDED: 3
IMPERVIOUS PERVIOUS
>
W 00 to
:) 00 W
0 to a ul)
Lu M Lo
STRUCTURE
TABLE
co 3
- 9
C14
PlIASE/CONSTRUCUON SEQUENCE:
to 0 Lo V)
"T 't
a
STRUCTURE STATION
STRUCTURE DETAILS
DEPTH
DESCRIPTION
LU W OD
SS
z 121
>
CL W Z
W x
co 0) z <
ul 0
2 z
Al 10+00
RIM 2162.99
INV. IN 2153.2
9.8,±
DROP INLET
Z >- (L
j
W
1, INSTALL AND IMPLEMENT ALL EROSION CONTROL DEVICES AND
SUBJECT
PROPERTY I cutlowheel
Lu
mj
RIM 2163.33
PHASE IV - TEMPORARY DIVERSION FROM
z
0
METHODS.
0
0
U
A2 11+24
INV. IN 2154.6
9>9,±
DROP INLET
0
MEN=
To Syi va
V)
0
INV. OUT 2154.5
PHASE IV - PROPOSED CUSTOM 2 -CHAMBER
2. BEGIN CONSTRUCTION PHASES:
LLJ
JUNCTION BOX. OPEN CHAMBER TO CON ONUS
FLOW TO EXISTING CREEK BED
PHASE I
Tuckaseges Rim
RIM 2164.00
reI+50
INV. IN 2156.9
INV lKj l7irin -7
7 0'-L
0%jVP9Z1797n AHNWITIrNki WIV
1. INSTALL STRUCTURE A2 AND PIPE Al -A2 UNTIL CONFLICT WITH
0
INV. IN 2160.6 EXISTING 30" CMP. Hwy, 17 CEr�6
INV. OUT 2156.8 PHASE 11
1169
1. INSTALL TEMPORARY 24" DIVERSION PIPE NEAR A2 INLET.
EXISTING SEWER�L17NE RIM 2167�67
A4 14+16 5.5± CUSTOM 2 -CHAMBER JUNCTION BOX
INV, OUT 2161.2 2. DEMO CONFLICTING EXISTING 30" CMP WITH PIPE Al -A2 LAYOUT
- RIM 2163�20 1± AND INSTALL REMAINING PIPE Al -A2.
, 714k Bi 13+51 14- DROP INLET 1 TIE IN CONNECTION OF PIPE Al -A2 TO EXISTING DROP INLET. N 0 -
INV. OUT 2160. 8
4. OPEN FLOW THROUGH TEMPORARY DIVERSION PIPE.
PHASE III
cl 13+85 5.9'± 12" JUNCTION BOX,
1
INV. OUT 2161
�:3+=85 1. DEMO EXISTING DROP INLET AND REMAINING 30" (,MP PIPE UP TO
IN
PROPOSED TEMPORARY DIVERSION PIPE.
PHASE IV
INSTALL TEMPORARY DIVERSION DITCH.
-CHAMBER JUNCTION BOX Hwy. 107 To East LaPorte
2. INSTALL PROPOSED CUSTOM 2
2,
(STRUCTURE A4) CONNECTING TO PIPES UNDER WCU BUILDING.
4. CONTINUE FLOW THROUGH ONE CHAMBER TO TEMPORARY
DIVERSION DITCH.
PHASE V TO CLOSED V"rUCINITY MAP
1. INSTALL PIPE A3 -A4 WITH TIE IN CONNECTION
CHAMBER OF STRUCTURE A4.
2 INSTALL STRUCTURE A3 AND PIPE A2 -A3. (Nol"ro SCALE)
NECTION OF STORMWATER 3. TIE IN CONNECTION OF A2 -A3 TO STRUCTURE A2.
DP INLET 217 A� PHASE V1
1, STOP FLOW TO TEMPORARY DIVERSION DITCH FROM CUSTOM
2 -CHAMBER JUNCTION BOX. BEGIN FLOW TO NEW STORMWATER
NETWORK A4 -Al, BOTH CHAMBERS OPEN.
PHASE Vill DEVELOPMENT DATA
15" CMP AND 12" CMP TO
al
1. REMOVE AS NECESSARY EXISTING
c� 6r OWNER/DEVELOPER: WESTERN CAROLINA UNIVERSITY
INSTALL STRUCTURES Bl AND Cl AND PIPES A3-81 AND A3 Cl,
-Bl AND A3 -Cl TO STRUCTURE A3.
2. TIE IN PIPES A3 3476 OLD CULLOWHEE ROAD
c 1 TIE IN EXISTING 15" HDPE SOUTH OF A3 TO STRUCTURE Al CULLOWHEE, NORTH CAROLINA 28723
4
CONTACT. JOE WALKER, PE -ASSOCIATE VICE
5� REMOVE TEMPORARY DIVERSION DITCH AND GRADE TO PROPOSED
TIE IN ALL ROOF DRAINS/DOWN SPOUTS TO STRUCTURE A4.
CONTOURS. CHANCELLOR FOR FACILITIES MANAGEMENT
-7441
216 6 (828) 227
ell 6� REMOVE EXISTING 24" CMP AND TEMPORARY DIVERSION PIPE.
7. REPAIR ALL DISTURB AREAS OR PREPARE FOR EITHER RE -PAVING
-SEEDING.
OF OR RE
Al CIVIL ENGINEER: CIVIL DESIGN CONCEPTS, P.A.
R
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
CONTACT: WARREN SUGG, P.E.
A_ -5388
(828) 252
SURVEYOR: JOEL JOHNSON LAND SURVEYING, INC.
PH SE 701 OLD SETTLEMENT ROAD
NLET TO BE REMOVED AFTER COMPLETION
SYLVA, NORTH CAROLINA 28779
III - 30" STORMWATER PIPE AND
CONNECTION OF STORMWATER PIPE AN
JOEL JOHNSON, P.L.S
TE,VPORARY DIVERSION PIPE 'k, CONTACT.
[phone]
ful-I CT DATA
PROJL
A
PIN: 7559-33-5828
#1 ADDRESS: 416 CENTRAL DR, CULLOWHEE, NO
T!
OUND PR(,)-'OSED TEMPORARY 24" PIPE DEED BOOK/IPAGE: 0210/091
NO _IJIC
SITE ACREAGE: 5.01 ACRES
PHASE 11
DIVERSION TO B-- COMPLETED IN SEQUENCE
WITH TIE IN Co�,',�ECTION OF STORMWATER PIPE < ZONING. INSTITUTIONAL
I,fl," ,kf,
DISTURBED AREA: 0.96 AC
EXISTING SE"NER MANHOLE
R6BK 6'9__QALQVLAnQhs.
VEHICULAR
Z
EXISTING SPACES:
71
Z
PROPOSED SPACES: 7
n 2
CROSSING 2ow� v N�
F
UNDER R
A I- HAND1.1,40APPED SPACES:
'C H LjR
z SPACES REQUIRED: 3 SPACES PROVIDED: 3
IMPERVIOUS PERVIOUS
>
W 00 to
:) 00 W
0 to a ul)
Lu M Lo
't E
OD 0
z 00 co m
co U) U)
co 3
- 9
C14
ui
in to
Z N 04
to 0 Lo V)
"T 't
a
00
, z
W
o W 00
:�
LU W OD
SS
z 121
>
CL W Z
W x
co 0) z <
ul 0
2 z
CO 1
:3 Z 7:
co
0-
Z >- (L
j
W
C
)
In
Lu
mj
z
PHASE IV - TEMPORARY DIVERSION FROM
z
0
r�
PRE -DEVELOPMENT; 1.20 ACRES (247.) 3.81 ACRES (767.)
PHASE VIIREMOVE TEMPORARY DIVERSION PIPE POST- DEVELOPMENT. 1.25 ACRES (25%) 3.76 ACRES (757.)
6k,
SOILS: BrC, EYE -Y
SOIL GROUP: a/c
PHASE VII - APPROXIMATE LOCATION OF 24-
-
PHASE JIT REMOVE TEMPORARY DIVERSION
STORMWATER PIPE TO BE REMOVED
A AND GRADE TO PROPOSED CONTOURS %
All
A 0
U -
PHASE \At - PROPOSED DROP INLET TO TIE
IN EXISTING 15" CMP AND PROPOSED 15" HDPE
<
0
cr_
<
C)
Ilk
D�
RIV 21,63 20
0
z
60
PHASE Vit PROPOSED 15' AND 12" HDPE PIPES I z
HDPE
((Line A) BI
%1 7 NTH TIE IN CONNECTION TO JUNCTION BOX
Y (3
4,
V
0
U
011
/Ad FA
AIR
44� Cl
S
J
PHASE 41 TIE IN CONNECTION
OF EXIS'TING 15" HDPE
NNW
X
1,2"E
A3 (UN
( N
b
v (Lien
If
A)
A) /g
Addal,
V00"g/ol 0
illl"� C'
L i5t
/ Oi�Al­,
PHASE V PROPOSED JUNCTION BOX
PIr ASE V PROPOSED STORMWATER PIPE
PHASE V TIE N CONNECTION OF STORMWATER PIP
TO CLOSED CHAWBER OF JUNCTION BOX
PROPOSED FENCE < z
PHASE \At - PROPOSED JUNCTION BOX TO
TIE IN EXISTING 12" CMP AND PROPOSED 12" HDPE
m
-
7)
<
<
Of
0
uj
0
0
U)
N\
09
Lu
V)
uj
0
C
)
0
Lu
mj
0
ft�
D
:E
PHASE IV - TEMPORARY DIVERSION FROM
z
0
0
OPEN CHAMBER OF JUNCTION BOX TO EXISTING
STORMWATER PIPE
U
z
0
0
PRE -DEVELOPMENT; 1.20 ACRES (247.) 3.81 ACRES (767.)
PHASE VIIREMOVE TEMPORARY DIVERSION PIPE POST- DEVELOPMENT. 1.25 ACRES (25%) 3.76 ACRES (757.)
6k,
SOILS: BrC, EYE -Y
SOIL GROUP: a/c
PHASE VII - APPROXIMATE LOCATION OF 24-
-
PHASE JIT REMOVE TEMPORARY DIVERSION
STORMWATER PIPE TO BE REMOVED
A AND GRADE TO PROPOSED CONTOURS %
All
A 0
U -
PHASE \At - PROPOSED DROP INLET TO TIE
IN EXISTING 15" CMP AND PROPOSED 15" HDPE
<
0
cr_
<
C)
Ilk
D�
RIV 21,63 20
0
z
60
PHASE Vit PROPOSED 15' AND 12" HDPE PIPES I z
HDPE
((Line A) BI
%1 7 NTH TIE IN CONNECTION TO JUNCTION BOX
Y (3
4,
V
0
U
011
/Ad FA
AIR
44� Cl
S
J
PHASE 41 TIE IN CONNECTION
OF EXIS'TING 15" HDPE
NNW
X
1,2"E
A3 (UN
( N
b
v (Lien
If
A)
A) /g
Addal,
V00"g/ol 0
illl"� C'
L i5t
/ Oi�Al­,
PHASE V PROPOSED JUNCTION BOX
PIr ASE V PROPOSED STORMWATER PIPE
PHASE V TIE N CONNECTION OF STORMWATER PIP
TO CLOSED CHAWBER OF JUNCTION BOX
PROPOSED FENCE < z
PHASE \At - PROPOSED JUNCTION BOX TO
TIE IN EXISTING 12" CMP AND PROPOSED 12" HDPE
-
7)
<
<
Of
0
uj
N\
09
V)
uj
0
C
)
0
Lu
mj
0
ft�
D
:E
PHASE IV - TEMPORARY DIVERSION FROM
z
0
V)
OPEN CHAMBER OF JUNCTION BOX TO EXISTING
STORMWATER PIPE
U
z
0
0
0
MEN=
F=
V)
0
PHASE IV - PROPOSED CUSTOM 2 -CHAMBER
Qf
LLJ
JUNCTION BOX. OPEN CHAMBER TO CON ONUS
FLOW TO EXISTING CREEK BED
I
PHASE MI - TIE-IN EXISTING ROOF DRAINS/DOWN SPOUTS
TO 2 -CHAMBER JUNCTION BOX