20161099 Ver 1_401 Application_20161116

�DCDesiw PA
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Transmittal
Date: November 1st, 2016
Project Name: New Homes at North Main
CDC Project: 11546
RECEIVED
Division of Water Resources
- 3 2016
I Water nuality Regional Operations
Ashev ;le Regional Office
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To: Zan Price, P.E.
Assistant Regional Supervisor — Asheville Regional Office
Water Quality Regional Operations Section
NCDEQ — Division of Water Resources
2090 US 70 Highway 2 6 0 9 9
Swannanoa, NC 28778
[phone]
Via: Mail Overnight _ Hand Delivered _ Pick up @ CDC Office
----- Copies--------------------------------------------------------------------------Date Description- -- - -- -
5 11/01/2016 PCN — Signed
----------------------------------------- ---------------------------------------------------------------------------------------------
1 11/01/2016 $240.00 Check — Application Fee
---------------------------------------- ---------------------------------------------------------------------------------------------
5 11/01/2016 Supporting Documents Package
---------------------------------------- ---------------------------------------------------------------------------------------------
5 11/01/2016 Sheet C501 — Storm Drainge Plan (2406)
REMARKS:
Cc: - Joe Quinlan - Mountain Housing Opportunity, Inc. - 64 Clingman Ave. - Suite 101, Ash
S:WCAD\11546\docs\USACE\2016-I1-01-Transmittal- DWQ.docx
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
A.
p M -Construction Notification (PCN) Form
Ap is ormation
1.
Processing
1 a. Type(s) of approval sought from the Corps:X❑
Section 404 Permit ❑ Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 3 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
X❑ Yes ❑ No
1d.
Type(s) of approval sought from the DWQ (check all that apply):
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification:
❑ Yes NX No
For the record only for Corps Permit:
❑ Yes ❑X No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program.
❑ Yes ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes Q No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes Q No
2.
Project Information
2a.
Name of project:
New Homes at North Main
2b. County:
Buncombe
2c.
Nearest municipality / town:
Weaverville
2d. Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Mountain Housing Opportunities, Inc.
3b.
Deed Book and Page No.
5365/0472
3c.
Responsible Party (for LLC if
applicable):
3d. Street address:
64 Clingman Avenue, Suite 101
3e.
City, state, zip:
Asheville, NC 28801
3f.
Telephone no.:
828-252-1541
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 ❑ 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:
5. AgentlConsultant 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
5e. 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
la. Property identification no. (tax PIN or parcel ID):
9743-32-6097
1 b. Site coordinates (in decimal degrees):
Latitude: 35.708898 Longitude: -82.559377
1 c. Property size:
7.71 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT to Gill Branch
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
French Broad
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 use of the site is a vacant parcel with newer growth forest, from logging preformed several years ago. There is an existing road with
culverts on site. This project consist of a new design and layout of the road that accesses the property and the creation of 46 single family unit lots.
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: 742
3d. Explain the purpose of the proposed project:
The intent of the project is to relocate and improve the access road to the site in creating a 46 single family unit subdivision.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project with utilize large earth moving and compacting equipment and typical construction equipment that consist of constructing and
completing a paved subdivision road and all infrastructure for 46 single family unit lots.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
❑ Yes ❑X 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): N/A
Agency/Consultant Company:
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
N/A
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑ No ❑X Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ❑X 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 Q Streams — tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number
Permanent (P) or
Temporary T
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
Yes/No
-
W5 -
Choose one
Choose one
Yes/No
-
W6 -
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.
Stream name
3d.
Perennial (PER) or
intermittent (INT)?
3e.
Type of
jurisdiction
3f.
Average
stream
width
(feet)
3g.
Impact
length
(linear
feet)
S1 P
Culvert
UT to Gill Branch
PER
Corps
4
148
S2 -
Choose one
-
-
S3 -
Choose one
-
-
S4 -
Choose one
-
-
S5 -
Choose one
-
-
S6 -
Choose one
-
-
3h. Total stream and tributary Impacts
148
3i. Comments:
N/A
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 indivi 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
O4 -
Choose one
Choose
4f. Total open water impacts
4g. Comments: N/A
S. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below.
5a.
Pond ID number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f. Total:
5g. Comments: N/A
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 vou 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
61 -
Yes/No
B2 -
Yes/No
B3 -
Yes/No
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments: N/A
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The subdivision access road was designed to minimize the stream impact and also maintaining a reasonable grade for entrance to the site.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Sift fencing, temporary & permanent diversion ditches, a sediment basin and other best management practices will be used to prevent sediment from
impacting UT to Gill Branch.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
❑ Yes ❑X No
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ❑ Corps
2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
El Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: N/A
3b. Credits Purchased (attach receipt and letter)
Type: Choose one
Type: Choose one
Type: Choose one
Quantity:
Quantity:
Quantity:
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
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.
N/A
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
Yes Q 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: N/A
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 Q 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.
N/A
❑ Yes ❑ No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
42%
2b.
Does this project require a Stormwater Management Plan?
0 Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
N/A
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
Stormwater Review by Buncombe County, on-site conveyance, detention, and treatment to release at pre -development rates.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
Buncombe County
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
N/A
❑ Phase II
❑ NSW
3b.
Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
ElCoastal counties
❑HQW
4a.
Which of the following state -implemented stormwater management programs apply
❑ORW
(check all that apply):
❑Session Law 2006-246
❑Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes
Q No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
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
Q No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after -the -fact permit application?
❑Yes
Q 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
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.
The proposed wastewater treatment system (MSD sewer extension and services) will be installed outside of the 30 foot stream buffer and does not
have any stream crossings or conflicts.
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur In or near an area with federally protected species or
[:1Yes 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
fib. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Habitat Conservation Website
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 Z 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?
NC State Historic Preservation Office - gis.ncdcr.gov/hpoweb/
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated I00 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements:
N/A
8c. What source(s) did you use to make the floodplain determination?
January 6, 2010 - FEMA Firm 3700974300J
Y
Applicant/Agent's Printed Name
Date
Applicant/g-nature
(Agent's signature is Valid only if an authorization
letter from ffw applicant isprovided.)
Page 10 of 10

4 ,
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO.
PLAN NO. PARCEL ID: 9743-32-6097
STREET ADDRESS: 25 Lillie Farm Lane, Weaverville, NC 28787
Please print: Mountain Hning Opp unity, Inc.,- Joe Quinlan
Property Owner:
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
Warren Sugg, P.E. , of Civil Design Concepts, PA
(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 Address (if different than property above):
Telephone: 92R-254-40,351
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
Authorized Signature Authorized Signature
Date Date:

NOVEMBER 1, 2016
PCN SUBMITTAL PACKAGE
NEW HOMES AT NORTH MAIN
PREPARED FOR: MOUNTAIN HOUSING OPPORTUNITIES, INC.
64 CLINGMAN AVENUE, SUITE 101
ASHEVILLE, NORTH CAROLINA 28801
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]

TABLE OF CONTENTS
1. EROSION CONTROL & STORMWATER NARRATIVE
2. PROPERTY DEED
3. SOILS REPORT
4. FEMA MAP
5. USGS MAP
6. ENDANGERED SPECIES REPORT
7. STREAM IMPACT BULLETIN

Civil
�DC
Design
Concepts, PA
Project Name: New Homes at North Main
Project Location: Buncombe County, NC
CDC Project No. 11546
Date: October 31, 2016
EROSION CONTROL & STORMWATER NARRATIVE
General
New Homes at North Main is an undeveloped 7.71 acre site with PIN# 9743-32-6097. The project is
located at 25 Lillie Farm Lane, Weaverville, NC. The subject property is partially wooded, with
Lillie Farm Lane running northerly through the property, off of Critter Trail. The site can be found
on the Weaverville Quadrangle USGS topographic map, as well as FEMA FIRM panel
3700974300J, dated 1/6/2010.
The proposed residential development will consist of a total of 46 single family residential units.
Erosion Control
The proposed subdivision consists of 7.50 acres or disturbed area. Proposed erosion control
measures designed in accordance with NCDENR standards. Erosion control measures will be
provided in two phases. Phase one specifications consists of a construction entrance, silt fencing,
temporary ditches, and two temporary sediment basins. Phase two specifications consists of a
construction entrance, silt fencing, and a sediment basin that will converted in a bio -retention
cell.
Refer to Grading and Erosion Control Plans and Erosion Control calculations for more detailed
information.
Storm Drainage
Stormwater runoff is to be captured and treated by a bio -retention cell. The BMP structure is
designed to treat the 1 year storm and pass the 50 year storm. On-site stormwater will be collected
and conveyed through an underground storm drainage system. The permanent stormwater
conveyance pipes are sized based on the 25 -year storm event per Buncombe County requirements.
We do not anticipate any negative downstream impacts due to the stormwater discharge from the
site. Refer to storm drainage plans and stormwater calculations for more detailed information.
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]

Pepe 1 o14 11
.51
Doe ID: 029 40004 Type: CRP
Mcordthd: 10/2!/2015 at 11:46:42 AM
Fere Art: tip81.000 appe 1 of 4
Revanu•t{#Oti.00
workflow# 0000816271-0001
Buncombe Gountv me
Draw Mlalnner Re later of Deada
5365 X472-475
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: S 905.00
Parcel Identifier No. 9743 -32 -6054 -OM Verified by County on the ____ day of 20
By:
Mail/Box to: Robertsk Stevens PA., P.O. Box 7647, Asheville, NC 28802
This instrument was prepared by: Goosmann Rose Colvard & Cramer, PA, (154240 GFG lmr)
Brief description for the Index: 25 LILLIE FARM LANE
THIS DEED made this 21st day of October _ 20 15 by and between
GRANTOR
J. Jeffrey Wilson, unmarried and
Rebecca W. Jatdwon and Everett Keith Jackson,
married to each other
28 Roseanne Lane
Fairview, NC 28730
GRANTEE
Moutgain Housing Opporwaities, Inc., a
North Carolina corporation
64 Clbgp mn Avenue, Suite 101
Asheville, NC 28801
Enter in appropriate block for each Grantor and Grantee: name, mailing address, and, if appropriate, character of entity, e.g.
corporation cc part -Alp.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
VMWESSEPH, tut the Grantor, for a valuable consideration paid by the Grantee, the reeeipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that catain lot or parcel of land situated in the
City of Weveaville Township, Buncombe County, North Carolina
and more particularly described as follows:
See Exhibit "A" attached hereto and incorporated herein by reference. Ibis instrinuent was prepared by the law office of
Goostrann Rose Colvard kk Cramer, PA. without review or examinatitm of the herein described property and no opinions or
representations are being made, either expressed or implied, by said law firm or any of its attorneys.
This instrument was prepared by George F. Goonnivin, IV, a licensed NC attorney. Delinquent taxes, if any, to be paid by the
closing attorney to the minty tax collector upon disbursment of closing proceeds.
The property lhereinabove described was acquired by Grantor by instrument recorded in Book 5125 _ page 226
All or a portion of the properly herein conveyed _ includes or A- does not include the primary residence of a Grantor.
A trap showing the above describod property is recorded in Plat Book
NC Bw Aasackdm Forex No. 3 O 1976, Reviftd O 1/1/2010
Pdrud by AAeemeat with the NC Bar Association
31 page 91
Book: 5365 Page: 472 Seq: 1

Page 2 of 4
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to the
Grantee in lee simple.
And the Grantor eovenmts with the Grantee, flat Grantor is seized of the premises in foe gimple, has the right to convey the same
in fee simple, that title is marketable and five and clear of all encumbrances, and that Grantor will warrant and defend the tide
against the lawful chdea of all persons whomsoever, other d m the follow exceptions: Easements, restrictions, rights of way of
record, my utility limes ins existence over or under the subject property, and ad valorem texas for the current year.
IN WITNESS WHEREOF the Grantor has caused the due execution ofthis instrument the day and year first above written.
//
J. Jarrsj NGeg"a ,
Rebbecce W. Jactsew
&X0,AC/ CYC/
Everett Keith Jaeksoa
State of Nat Carolina
County of Buncombe
I, the undersigned Notary Public of,*sQuinq and State afon:said, certify that J. JeRtzy Wilson, oamarried, personally
appeared before me this day and tiibd execution of the foregoing instrument for the purposes thcreh expressed.
Witness my hand
(NOTARIAFz STAMP OR SEAL]
Ri13LiV c: Printed Now: to 5v. ♦ 1
••••;�'CC ,p. ,;�'� My Commission Expires: I
State of North Carolina
Cotmty of Buncombe
I, the undersigned Notary Public of the Courcy and State aforesaid, certify that Rebecca W. Jacleom and Everett Keith
Jackson, married to each �l fly � fore me this dry and acknowledged the due execution of the
foregoing instrument urtent for
Witness my hjdd a"&"f rnp jr seal this '2015 r
[NOTAQIAL STAMP OR SEAL]:
;`-r. UOLIC �._ lic
• 4. Printed Name:
My Commission Expires:
Book:5365 Page:472 Seq:2

Page 3 of 4
EXHIBIT A
Lying and being in the Town of Weaverville, Reems Creek Township, Buncombe County, North
Carolina, and being more particularly described as follows:
TRACT ONE:
BEING all of Tract 2 as shown on that plat recorded in Plat Book 31 at Page 91, Buncombe
County Registry, which tract was conveyed to Bertie H. Wilson by that Report of Commissioners
recorded in Book 828 at Page 489, said Registry, reference to which plat and report are hereby
made for a more particular description of said Tract; LESS AND EXCEPTING that portion
conveyed in that deed from E. Keith Jackson and Rebecca W. Jackson, husband and wife, and
J. Jeffrey Wilson, unmarried, to Billy Cox, widower, dated January 8, 2015, and recorded in
Book 5275, Page 1502, Buncombe County Registry.
And being all of that property described in that deed from Berne H. Wilson, an unremarried
widow, to J. Jeffrey Wilson, unmarried (an undivided 1 % interest), Rebecca W. Jackson and
Everett Keith Jackson, wife and husband (an undivided 1% interest), and Bertie H. Wilson,
unremarried widow (an undivided 98% interest) dated July 2013, and recorded in Book 5125 at
Page 226, Buncombe County Registry; less and excepting that portion conveyed in Book 5275,
Page 1502, said Registry. Bertie H. Wilson died on July 18, 2014 (see 14 E 1425, Buncombe
County Courthouse).
TRACT TWO:
BEING a portion of the Billy Cox property as conveyed by deed recorded in Deed Book 5048 at
Page 1951, Buncombe County Registry. Beginning at an iron pin at a common comer of Tract
2 of the A.J. Hensley Estate as recorded in Plat Book 31 at Page 91, Buncombe County
Registry, and the southeastern comer of the Sandra Kay Bailey property as conveyed by deed
recorded in Deed Book 2096 at Page 162, said Registry, and being in the northern boundary of
the Billy Cox property; thence running with the Billy Cox northern boundary described in Deed
Book 5048 at Page 1951, South 84 degrees 25 minutes East 89.8 feet to a stake at the
northeastern comer of said Billy Cox property; thence running South 0 degrees 45 minutes
West 50 feet to an iron pin at the southeastern comer of said Billy Cox property; thence running
North 84 degrees 25 minutes West 125 feet to a stake in the southern boundary of the Billy Cox
property; thence running North 50 degrees 40 minutes East 59.92 feet across the same Billy
Cox property to the point and place of the Beginning.
And being all of that property conveyed in that deed from Billy Cox, widower, to E. Keith
Jackson and Rebecca W. Jackson, husband and wife, and J. Jeffrey Wilson, unmarried, dated
January 8, 2015, and recorded in Book 5275, Page 1506, Buncombe County Registry,
reference to which deed is hereby made for a more particular description of said property.
TRACT THREE:
BEING a portion of the Billy Cox property as conveyed by deed recorded in Deed Book 5275 at
Page 1502, Buncombe County Registry. Beginning at an iron pin in the eastern margin of US
R&S 1508070 1
Book: 6366 Page: 472 Seq:3

Page 4 of 4
19-23 Business, the southwestern comer of the Billy Cox property and the northwestern comer
of the Jackson and Wilson property as conveyed by deed recorded in Deed Book 5125 at Page
226, said Registry; thence running with the western boundary of the Billy Cox property 5 feet to
a stake in the eastern margin of US Highway 19-23 Business; thence South 84 degrees 25
minutes East 171.25 feet to a stake; thence running South 50 degrees 40 minutes West 5.99
feet with the eastern boundary to the southeastern comer of the Billy Cox property; thence
running North 84 degrees 25 minutes West 167.5 feet to the point and place of the Beginning.
And being all of that property conveyed in that deed from Billy Cox, unmarried, to E. Keith
Jackson and Rebecca W. Jackson, husband and wife, and J. Jeffrey Wilson, unmarried, dated
August 2015, and recorded in Book 5340, Page 789, Buncombe County Registry, reference to
which deed is hereby made for a more particular description of said property.
R&S 1508070_1
`►•4�
Book: 5366 Page: 472 Seq:4

USDA United States
Department of
Agriculture
N RCS
Natural
Resources
Conservation
Service
A product of the National
Cooperative Soil Survey,
a joint effort of the United
States Department of
Agriculture and other
Federal agencies, State
agencies including the
Agricultural Experiment
Stations, and local
participants
Custom Soil Resource
Report for
Buncombe County,
North Carolina
New Homes @ North Main
May 13, 2016

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....................................................................................................................2
SoilMap..................................................................................................................5
SoilMap................................................................................................................6
Legend..................................................................................................................7
MapUnit Legend..................................................................................................8
MapUnit Descriptions..........................................................................................8
Buncombe County, North Carolina.................................................................10
CkC2—Clifton clay loam, 8 to 15 percent slopes, moderately eroded........
10
EvD2—Evard-Cowee complex, 15 to 30 percent slopes, moderately
eroded...................................................................................................10
TaC—Tate loam, 8 to 15 percent slopes.....................................................13
TmB—Tate-Urban land complex, 2 to 8 percent slopes .............................14
References............................................................................................................16
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.
5

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Custom Soil Resource Report
Soil Map
359000
0
35° 47 29" N
358880 358910 358940 358970 359000
3
Map Scale: 1:1,370 fp rinted on A portrait (8.5'x 11") sheet.
Meters
NN 0 20 40 80 120
/V
0 50 100 200 300r
Map projection: Web Mercator Gomer coordinates: WGS84 Edge tics: UTM Zone 17N WGS84
6
359030
359060
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359060

MAP LEGEND
Area of Interest (AOI)
0 Area of Interest (AOI)
Soils
Custom Soil Resource Report
MAP INFORMATION
ji�
Soil Map Unit Polygons
•- r
Soil Map Unit Lines
13
Soil Map Unit Points
Special
Point Features
()
Blowout
Borrow Pit
Clay Spot
0
Closed Depression
x
Gravel Pit
Gravelly Spot
0
Landfill
A.
Lava Flow
.-
Marsh or swamp
i
Mine or Quarry
0
Miscellaneous Water
C
Perennial Water
W
Rock Outcrop
�.
Saline Spot
Rails
Sandy Spot
t=t_
Severely Eroded Spot
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Sinkhole
Slide or Slip
Sodic Spot
Custom Soil Resource Report
MAP INFORMATION
ji�
Spoil Area
The soil surveys that comprise your AOI were mapped at 1:12,000.
jo
Stony Spot
tZ
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
p
Other
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
.-
Special Line Features
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
Transportation
measurements.
Rails
Source of Map: Natural Resources Conservation Service
.v
Interstate Highways
Web Soil Survey URL: http://websoilsurvey.nres.usda.gov
Coordinate System: Web Mercator (EPSG:3857)
US Routes
Major Roads
Maps from the Web Soil Survey are based on the Web Mercator
Local Roads
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Background
Albers equal-area conic projection, should be used if more accurate
-
Aerial Photography
calculations of distance or area are required.
7
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Buncombe County, North Carolina
Survey Area Data: Version 12, Sep 29, 2015
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial images were photographed: Oct 15, 2011—Dec 9,
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
Buncombe County, North Carolina (NCO21)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
CkC2
Clifton clay loam, 8 to 15 percent
slopes, moderately eroded
Evard-Cowee complex, 15 to 30
percent slopes, moderately
eroded
2.7
5.2
28.8%
55.4%
EvD2
TaC
TmB
Tate loam, 8 to 15 percent slopes
1.0
10.4%
5.4%
100.0%
Tate -Urban land complex, 2 to 8
percent slopes
0.5
Totals for Area of Interest
9.4
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
E:3

Custom Soil Resource Report
classes but rather to separate the landscape into landforms or landform segments that
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.
0

Custom Soil Resource Report
Buncombe County, North Carolina
CkC2—Clifton clay loam, 8 to 15 percent slopes, moderately eroded
Map Unit Setting
National map unit symbol. 1t3v2
Elevation: 2,000 to 2,250 feet
Mean annual precipitation: 35 to 50 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 130 to 180 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Clifton, moderately eroded, and similar soils: 85 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Clifton, Moderately Eroded
Setting
Landform: Ridges
Down-slope shape: Convex
Across -slope shape: Linear
Parent material: Residuum weathered from amphibolite or hornblende gneiss
Typical profile
Ap - 0 to 8 inches: clay loam
Bt - 8 to 55 inches: clay
C - 55 to 80 inches: loam
Properties and qualities
Slope: 8 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 10.5 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
EvW—Evard-Cowee complex, 15 to 30 percent slopes, moderately eroded
Map Unit Setting
National map unit symbol. 2vOy7
Elevation: 1,640 to 3,980 feet
10

Custom Soil Resource Report
Mean annual precipitation: 36 to 51 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 159 to 176 days
Farmland classification: Farmland of local importance
Map Unit Composition
Evard, moderately eroded, and similar soils: 55 percent
Cowee, moderately eroded, and similar soils: 35 percent
Minor components: 10 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Evard, Moderately Eroded
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Backslope, summit
Landform position (three-dimensional): Upper third of mountainflank, mountaintop,
side slope, crest
Down-slope shape: Convex, linear
Across -slope shape: Linear, convex
Parent material: Residuum weathered from amphibolite and/or hornblende gneiss
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
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 8.6 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4e
Hydrologic Soil Group: B
Description of Cowee, Moderately Eroded
Setting
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Summit, backslope
Landform position (three-dimensional): Upper third of mountainflank, mountaintop,
side slope, crest
Down-slope shape: Convex, linear
Across -slope shape: Linear, convex
Parent material: Residuum weathered from amphibolite and/or hornblende gneiss
11

Custom Soil Resource Report
Typical profile
Ap - 0 to 5 inches: clay loam
Bt - 5 to 27 inches: gravelly sandy clay loam
Cr- 27 to 80 inches: 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 moderately
high (0.00 to 0.60 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available waterstorage in profile: Low (about 3.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 4s
Hydrologic Soil Group: C
Minor Components
Tate
Percent of map unit: 3 percent
Landform: Toes on coves
Landform position (two-dimensional):
Landform position (three-dimensional).
Down-slope shape: Linear, concave
Across -slope shape: Concave
Chestnut, moderately eroded
Percent of map unit. 3 percent
Landform: Mountain slopes, ridges
Landform position (two-dimensional):
Landform position (three-dimensional).
crest
Down-slope shape: Convex, linear
Across -slope shape: Convex
Footslope
Mountainbase, base slope
Backslope, summit
Mountainflank, mountaintop, side slope,
Edneyville, moderately eroded
Percent of map unit. 2 percent
Landform: Mountain slopes, ridges
Landform position (two-dimensional): Backslope, summit
Landform position (three-dimensional): Mountainflank, mountaintop, side slope,
crest
Down-slope shape: Convex, linear
Across -slope shape: Convex
Clifton, moderately eroded
Percent of map unit: 2 percent
Landform: Ridges, hillslopes
Landform position (two-dimensional):
Landform position (three-dimensional).
Down-slope shape: Convex
Across -slope shape: Linear
12
Summit, backslope
Interfluve, side slope

Custom Soil Resource Report
TaC—Tate loam, 8 to 15 percent slopes
Map Unit Setting
National map unit symbol. 1t3y7
Elevation: 2,050 to 3,200 feet
Mean annual precipitation: 42 to 50 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 124 to 170 days
Farmland classification: Farmland of statewide importance
Map Unit Composition
Tate and similar soils: 95 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Tate
Setting
Landform: Coves, drainageways, fans
Down-slope shape: Concave
Across -slope shape: Concave
Parent material: Colluvium derived from igneous and metamorphic rock
Typical profile
Ap - 0 to 7 inches: loam
Bt - 7 to 46 inches: clay loam
C - 46 to 80 inches: cobbly loam
Properties and qualities
Slope: 8 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 water storage in profile: High (about 10.2 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3e
Hydrologic Soil Group: B
13

Custom Soil Resource Report
TmB—Tate-Urban land complex, 2 to 8 percent slopes
Map Unit Setting
National map unit symbol. 1t3yf
Elevation: 2,050 to 2,800 feet
Mean annual precipitation: 45 to 70 inches
Mean annual air temperature: 46 to 57 degrees F
Frost -free period: 124 to 170 days
Farmland classification: Not prime farmland
Map Unit Composition
Tate and similar soils: 50 percent
Urban land: 40 percent
Estimates are based on observations, descriptions, and transects of the mapunit.
Description of Tate
Setting
Landform: Fans, benches, stream terraces
Landform position (two-dimensional): Footslope, toeslope
Landform position (three-dimensional): Base slope, tread
Down-slope shape: Convex
Across -slope shape: Linear, convex
Parent material: Colluvium derived from igneous and metamorphic rock
Typical profile
A - 0 to 7 inches: loam
Bt - 7 to 46 inches: clay loam
C - 46 to 80 inches: fine sandy loam
Properties and qualities
Slope: 2 to 8 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 water storage in profile: High (about 9.9 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: B
Description of Urban Land
Setting
Parent material. Streets, parking lots, buildings, and other structures
14

Custom Soil Resource Report
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
15

References
American Association of State Highway and Transportation Officials (AASHTO). 2004.
Standard specifications for transportation materials and methods of sampling and
testing. 24th edition.
American Society for Testing and Materials (ASTM). 2005. Standard classification of
soils for engineering purposes. ASTM Standard D2487-00.
Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of
wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service
FWS/OBS-79/31.
Federal Register. July 13, 1994. Changes in hydric soils of the United States.
Federal Register. September 18, 2002. Hydric soils of the United States.
Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils
in the United States.
National Research Council. 1995. Wetlands: Characteristics and boundaries.
Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S.
Department of Agriculture Handbook 18. http://www.nres.usda.gov/wps/portal/nres/
detail/national/soils/?cid=nres142p2_054262
Soil Survey Staff. 1999. Soil taxonomy: A basic system of soil classification for making
and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service,
U.S. Department of Agriculture Handbook 436. http://www.nres.usda.gov/wps/portal/
nres/detail/national/soils/?cid=nres 142p2_053577
Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition. U.S. Department of
Agriculture, Natural Resources Conservation Service. http://www.nres.usda.gov/wps/
portal/nres/detail/national/soils/?cid=nres 142 p2_053580
Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and
Delaware Department of Natural Resources and Environmental Control, Wetlands
Section.
United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of
Engineers wetlands delineation manual. Waterways Experiment Station Technical
Report Y-87-1.
United States Department of Agriculture, Natural Resources Conservation Service.
National forestry manual. http://www.nres.usda.gov/wps/portal/nres/detail/soils/
home/?cid=nres142p2_053374
United States Department of Agriculture, Natural Resources Conservation Service.
National range and pasture handbook. http://www.nres.usda.gov/wps/portal/nres/
detail/national/landuse/rangepasture/?cid=stelprdb1043084
16

Custom Soil Resource Report
United States Department of Agriculture, Natural Resources Conservation Service.
National soil survey handbook, title 430 -VI. http://www.nres.usda.gov/wps/portal/
nres/detail/soils/scientists/?cid=nres142p2_054242
United States Department of Agriculture, Natural Resources Conservation Service.
2006. Land resource regions and major land resource areas of the United States, the
Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296.
http://www. nres. usda.gov/wps/portal/nres/detail/national/soils/?
cid=nres142p2_053624
United States Department of Agriculture, Soil Conservation Service. 1961. Land
capability classification. U.S. Department of Agriculture Handbook 210. http://
www.nrcs.usda.gov/internet/FSE—DOCUMENTS/nrcsl42p2_052290.pdf
17

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New Homes at North Main
IPaC Trust Resources Report
Generated October 31, 2016 11:42 AM MD1 IFaC; v3.0.9
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.
IPaC - Information for Planning and Conservation (httcs://ecos.fws.aov/i arc/): A project planning tool to help
streamline the U.S. Fish & Wildlife Service environmental review process.

Table of Contents
IPaC Trust Resources Report ......................................................... 1
Project Description............................................................... 1
Endangered Species.............................................................. 2
MigratoryBirds.................................................................. 5
Refuges & Hatcheries............................................................. 7
Wetlands....................................................................... 8

U.S. Fish & Wildlife Service
IPaC Trust Resources Report
New Homes at North Main
LOCATION
Buncombe County, North Carolina
IFAC LINK
►► • •
U.S. Fish & Wildlife Service Contact Information
Trust resources in this location are managed by:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]
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U.S. Fish & Wildlife Service Contact Information
Trust resources in this location are managed by:
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, NC 28801-1082
[phone]

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 USFWS 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 either from the Regulatory
Documents section in IPaC or from the local field office directly.
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.
gip://ecos fws aov/tess public/ rop file/speciesProfile action?spcode=J014
Clams
Appalachian Elktoe Alasmidonta raveneliana Endangered
CRITICAL HABITAT
There is final critical habitat designated for this species.
http://ecos.fws,aoy/tess public/ rop file/speciesProfile.action?sl2code=FO1J
10/311201f> 11:42 AM IPaC v3.0.0 P<aoc 2

it I ,.I f'.. 1.', I...fi
Flowering Plants
Blue Ridge Goldenrod Solidago spithamaca
CRITICAL HABITAT
No critical habitat has been designated for this species.
http://ecos.fws.aov/tess public/ rop file/sneciesProfile.action?spcode=Q2J7
Bunched Arrowhead Sagittaria fasciculata
CRITICAL HABITAT
No critical habitat has been designated for this species.
gip://ecos.fws.aov/tessuIL ron file/sneciesProfile.action?socode=Q219
Mountain Sweet Pitcher -plant Sarra(:(. liiO I uhra ssl). jonc;sii
CRITICAL HABITAT
No critical habitat has been designated for this species.
http://ecos.fws,aov/tess—public/ ro�peciesProfile.action?spcode=Q2I0
Spreading Avens Geum radiaturn
CRITICAL HABITAT
No critical habitat has been designated for this species.
httrr//ecos fws aov/tess public/ ro�neciesProfile action?socode=Q1 WM
' Virginia Spiraea Spiraea virginiana
CRIT�CAi HABITAT
No critical habitat has been designated for this species.
http•//ecos fws aov/tess public/ rode/sneciesProfile action?socode=Q2R1
Lichens
Rock Gnome Lichen Gymnodc;rma linc,aro
CRITICAL HABITAT
No critical habitat has been designated for this species.
hUp://ecos.fws.00v/tess public/profile/sneciesProfile.action?spcode=0001
!(1 ;' 11201 t, 1 1 :4? AIJ
Threatened
Endangered
Endangered
Endangered
Threatened
Endangered

IPaC Trust Resources Report
Endangered Species
Mammals
Carolina Northern Flying Squirrel Glaucomys sabrinus coloratus Endangered
CRITICAL HABITAT
No critical habitat has been designated for this species.
http://ecos.fws.aov/tess public/ ro�peciesProfile.action?spcode=AO9M
Gray Bat Myotis grisescens Endangered
CKIl iCAL HABITAT
No critical habitat has been designated for this species.
http://ecos.fws.aov/tessublic/ rop file/speciesProfile.action?spcode=A04J
Northern Long-eared Bat Myotis septentrionalis Threatened
CRITICAL HABITAT
No critical habitat has been designated for this species.
gip://ecos.fws.aov/tessublic/ ron file/speciesProfi le. action? spcode=AOJ E
Critical Habitats
There are no critical habitats in this location
10/31/2016 11:42 AM IPaC v3.0.9 Page 4

IPaC Trust Resources Report
Migratory Birds
Migratory Birds
Birds are protected by the Migratory Bird Treaty Act and the Bald and Golden Eagle
Protection Act.
Any activity that results in the take of migratory birds or eagles is prohibited unless
authorized by the U.S. Fish & Wildlife Service.111 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.
1. 50 C.F.R. Sec. 10.12 and 16 U.S.C. Sec. 668(a)
Additional information can be found using the following links:
• Birds of Conservation Concern
http://www.fws.gov/birds/manaaement/manaaed-species/
birds-of-conservation-concern.php
• Conservation measures for birds
http://www.fws.ciov/birds/manaaement/project-assessment-tools-and-guidance/
conservation -measures. php
• Year-round bird occurrence data
http://www.birdscanada.ora/birdmon/default/datasummaries.isp
The following species of migratory birds could potentially be affected by activities in this
location:
Bald Eagle Haliaeetus leucocephalus Bird of conservation concern
Season: Year-round
ftp•//ecos fws aov/tesspublic/profile/speciesProfile action?spcode=BO08
Black -billed Cuckoo CoccyzuS erythropthalmus Bird of conservation concern
Season: Breeding
http://ecos.fws.gov/tess public/ rofile/speciesProfile action?spcode=BOHI
Blue -winged Warbler Vermivora pinus Bird of conservation concern
Season: Breeding
Brown -headed Nuthatch Sitta pusilla Bird of conservation concern
Season: Year-round
Canada Warbler Wilsonia canadensis Bird of conservation concern
Season: Breeding
10/31/2016 11:42 AM IPaC v3.0.9 Page 5

IRiC TrusA Rr:sOura,c Rr;p)rI
�iJvi,, lor; Ii r,!',
Fox Sparrow Passerella iliaca Bird of conservation concern
Season: Wintering
Golden -winged Warbler Vermivora chrysoptera Bird of conservation concern
Season: Breeding
http://ecos.fws.00v/tess ublic/ rofile/speciesProfile.action?spcode=BOG4
Kentucky Warbler Oporornis formosus Bird of conservation concern
Season: Breeding
Loggerhead Shrike Lanius ludovicianus Bird of conservation concern
Season: Year-round
httpo//ecos fws gov/tess-public/ rp of le/speciesProfile action?spcode=BOFY
Louisiana Waterthrush Parkesia motacilla Bird of conservation concern
Season: Breeding
Peregrine Falcon Falco peregrinus Bird of conservation concern
Season: Breeding
gip://ecos.fws.aoy/tess—public/ ro�peciesProfile action?spcode=BOFU
Prairie Warbler Dendroica discolor Bird of conservation concern
Season: Breeding
Red Crossbill Loxia curvirostra Bird of conservation concern
Season: Year-round
http:Hecos.fws.aov/tess public/ rop file/speciesProfile.action?spcode=BOFS
Red-headed Woodpecker Melanerpes crythrocephalus Bird of conservation concern
Season: Breeding
Rusty Blackbird Euphagus Carolinas Bird of conservation concern
Season: Wintering
Short -eared Owl Asio flammeUS Bird of conservation concern
Season: Wintering
http://ecos fws gov/tess ublic/ rop file/speciesProfile action?spcode=BOHD
Swainson's Warbler Limnothlypis swainsonii Bird of conservation concern
Season: Breeding
Wood Thrush Hylocic:hla mustclina Bird of conservation concern
Season: Breeding
Worm Eating Warbler Helmitheros vermivorum Bird of conservation concern
Season: Breeding
Yellow -bellied Sapsucker sphyrapicus varies Bird of conservation concern
Season: Breeding
httl2://ecos.fws.00v/tess ublic/ rop file/speciesProfile action?spcode=BOFR
11:="? Ar�j If'<�i' :-; �).-) Poor fi

IPaC Trust Resources Report
Refuges & Hatcheries
Wildlife refuges and fish hatcheries
There are no refuges or fish hatcheries in this location
10/31/2016 11:42 AP✓1 IPaC v3.0.9 Pagc 7

IPaC Trust Resources Report
Wetlands
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. Arm
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
10/31/1016 11:41 APA IPaC v3.0.9 Page 8

10/17/2016
Buncombe County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Endangered Species, Threatened Species,Federal Species of Concern,
and Candidate Species,
Buncombe County, North Carolina
Updated: 7-24-2015
Common Name
Vertebrate:
Allegheny woodrat
Appalachian Bewick's wren
Bachman's sparrow
Blotchside logperch
Bo turtle
urtle
Carolina northern flying squirrel
Cerulean warbler
Eastern small -footed bat
Gray bat
Hellbender
Longhead darter
Mountain blotched chub
Northern long-eared bat
Northern saw -whet owl (Southern
Appalachian population)
Paddlefish
Pygmy salamander
Rafinesque's big -eared bat
Red crossbill (Southern
Appalachian)
Southern Appalachian black -
capped chickadee
Southern Appalachian eastern
woodrat
Southern water shrew
Scientific name
Federal
Record Status
Status
Neotoma magister
FSC
Current
Thryomanes bewickii altos
FSC
Historic
Aimophila aestivalis
FSC
Historic
Percina burtoni
FSC
Historic
Glvptemys muhlenbergii
T (S/A)
Current
Glaucomys sabrinus coloratus
E
Current
Dendroica cerulea
FSC
Current
Myotis leibii
FSC
Current
Myotis grisescens
E
Current
Cryptobranchus alleganiensis
FSC
Current
Percina macrocephala
FSC
Historic
Erimystax insignis eristigma
FSC
Obscure
Myotis septentrionalis
T
Current
Aegolius acadicus pop. 1
FSC
Current
Polyodon spathula
FSC
Historic
Desmognathus wrighti
FSC
Current
Corynorhinus rafrnesquii
FSC
Historic
Loxia cun4rostra
FSC
Current
Poecile atricapillus practicus
FSC
Historic
Neotoma Jloridana haematoreia
FSC
Current
Sorex palustris punctulatus
FSC
Current
https://www.fws.gov/raldgtVspecies/cntylisVbuncombe.html 1/3

10/17/2016 Buncombe County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
Spotfn chub (=turQ.uise shiner).
Erimonax monachus
T
Historic
Yellow -bellied sapsucker
Sphyrapicus varius appalachiensis
FSC
Current
(Southern Appalachian population)
FSC
Current
Darlington's spurge
Invertebrate:
FSC
Current
Fraser fir
Appalachian elktoe
Alasmidonta raveneliana
E
Historic
Diana fritillary (butterfly)
Speyeria diana
FSC
Current
French Broad crayfish
Cambarus reburrus
FSC
Current
Southern Tawny Crescent butterfly
Phyciodes batesii maconensis
FSC
Historic
Spruce -fir moss spider
Microhexura montivaga
E
Current
Tan riffleshell
Epioblasma florentina walkeri (=E.
E
Historic and Obscure
Silene ovata
walkeri)
Current
Mountain heartleaf
Vascular Plant:
Blue Ridge Ragwort
Packera millefolium
FSC
Current
Butternut
Juglans cinerea
FSC
Historic
Cain's reedgrass
Calamagrostis cainii
FSC
Current
Darlington's spurge
Euphorbia purpurea
FSC
Current
Fraser fir
Abies fraseri
FSC
Current
Fraser's loosestrife
Lysimachia fraseri
FSC
Historic
French Broad heartleaf
Hexastylis rhombiformis
FSC
Current
Gray's lily
Lilium grayi
FSC
Current
Gray's saxifrage
Saxifraga caroliniana
FSC
Current
Large -leaved Grass -of -Parnassus
Parnassia grandifolia
FSC
Historic
Mountain catchfly
Silene ovata
FSC
Current
Mountain heartleaf
Hexastylis contracta
FSC
Current
Piratebush
Buckleya distichophylla
FSC
Current
Spreading avens
Geum radiatum
E
Current
Sweet pinesap
Monotropsis odorata
FSC
Current
Virginia spiraea
Spiraea virginiana
T
Historic
Nonvascular Plant:
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
htOsJ/www.fws.gm/raieigWspecies/c*lisVbmcombe.htmI M

10/17/2016 Buncombe County Endangered Species, Threatened Species,Federal Species of Concern, and Candidate Species
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):
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 htlp://www.fws.2ov/migratoi, birds/baldea lg e.htm
Threatened due to simillari1y of appearanceMS/AD:
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.
https://www.fws.gov/raleigtVspecies/cntylist/buncombe.htmi 313

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STRUCTURE TABLE
STRUCTURE
STRUCTURE TABLE
STRUCTURE DETAILS
STRUCTURE
STATION
STRUCTURE DETAILS
DEPTH
DESCRIPTION
Al
10+03
RIM 2180.72
INV. IN 2179.0
N/A
FLARED END SECTION
7.2'±
CATCH BASIN
RIM 2183.07
PETERSON ENGINEERING AND SURVEYING
JUNCTION BOX
A2
10+10
INV. IN 2180.0
4.0'±
(MANHOLE LID)
4.4'
(MANHOLE LID)
INV. OUT 2179.1
1C+90
INV. OUT 2192.2
4.5'±
DROP INLET
RIM 2202.59
LOCA'P(-W:
RIM 2206.80
A3
10+47
INV. IN 2198.5
14.6'±
DROP INLET
7.4'±
(MANHOLE LID)
INV. OUT 2188.0
1011+06
INV. OUT 2199.4
5.5'±
OPEN THROAT CATCH BASIN
RIM 2220.46
N/A
RIM 2212.64
A4
11+63
INV. IN 2216.7
9.1,±
DROP INLET
4,4±
(MANHOLE LID)
INV. OUT 2211.4
I C4 57
INV. OUT 2208.3
8.3'±
CATCH BASIN
RIM 2229.73
RIM 2224.97
A5
12+34
INV. IN 2221.6
8.1'±
DROP INLET
12.2±
(MANHOLE LID)
INV. OUT 2221.6
I' +0z
INV. OUT 2212.8
N/A
HEADWALL
RIM 2228.09
11r,+ 15
RIM 222147
A6
12+73
INV. IN 2222.0
6.1'±
CATCH BASIN
:9 - :3]±
(MANHOLE LIC})
INV. OUT 2222.0
INV. OUT 2213.2
V)
RIM 222&08
14+47
RIM 2225.73
A7
12+97
INV. IN 2222.2
5.8'±
CATCH BASIN
INV. OUT 2222.2
RIM 2171.27
AB
13+81
RIM 2226 79
3.7'±
DROP INLET
7.5'±
CATCH BASIN
INV. OUT 2i23.1
Ln
INV, OUT 2163.7
B1
10+03
RIM 2182.24
N/A
FLARED END SECTION
GRADING & STORM DRAINAGE
INV. IN 2180.0
11+20
INV, IN 2164,3
6,0'±
CATCH BASIN
RIM 2186.00
JUNCTION BOX
B2
10+14
INV. IN 2182.4
5.9'±
(MANHOLE LID)
5.9'±
CATCH BASIN
INV. OUT 2180.1
INV.
INV. OUT 2164.4
RIM 2186�.6 69
B3
10+34
INV. IN 2182. r
4.1'±
DROP INLET
OUT 2182.6
--
RIM 2202.50
B4
11+68
INV. IN 2198.1
4.4'±
DROP IN
INV. IN 2198.1
INV. OUT 2197.1
_j
RIM 2207.27
B5
12+57
INV. IN 2203.3
40±
DROP INLET
INV. IN 2203.3
z
INV. OUT 2203.3
RIM 2215.84
B6
13+41
INV. IN 2210.4
9.9'±
DROP INLET
INV. IN 2212.2
25
INV. OUT 2205.9
2218.02
z
B7
:13+197
INV. :1N :2214.2
3.9'±
CATCH BASIN
C)
:RIM
INV. OUT 2214.2
RIM 2222.88
•
B8
14+52
INV. IN 2216.6
6.2'±
CATCH BASIN
INV. OUT 2216.6
B9
14+75
RIM 2222.94
INV, OUT 2218.5
4.4'
CATCH BASIN
RIM 2224.55
C2
10+55
INV. IN 2220.9
9.1'±
DROP INLET
INV. OUT 2215.5
RIM 2225.38
C3
10+97
INV. IN 2221.5
INV. IN 2221.5
3.8±
CATCH BASIN
INV. OUT 2221.5
RIM 2232.24
C4
11+63
INV. IN 2226.6
5.7'±
CATCH BASIN
INV. OUT 2226.5
C5
11+86
RIM 2232 24
5.4'±
CATCH BASIN
INV. OUT 2i26.9
D1
10+23
RIM 2225.37
3.6±
CATCH BASIN
INV. OUT 2i2l.8
RIM 2221.99
El
10+38
INV. IN 2218.2
11.2'±
DROP INLET
INV. OUT 2210.8
RIM 2227.99
E2
11+06
INV. IN 2222.5
5.5'±
DROP INLET
INV. OUT 2222.5
RIM 2228.65
E3
11+99
INV. IN 2223.5
5.2±
CATCH BASIN
INV. OUT 2223.5
RIM 2231.25
E4
12+34
INV. IN 2224.3
6.9'±
CATCH BASIN
INV. OUT 2224.3
E5
13+18
RIM 2228 66
3-7'±
DROP INLET
INV. OUT 2i25.0
RIM 2221.19
F1
10+59
INV. IN 2212.8
8.4'±
DROP INLET
INV. OUT 2212.8
RIM 2221.52
F2
10+97
INV. IN 2213.2
8.3'±
CATCH BASIN
INV, OUT 2213.2
RIM 2221.52
F3
11+20
INV. IN 2213.4
8.1'±
CATCH BASIN
INV. OUT 2213.4
RIM 2219.63
F4
12+13
INV. 12 214.4
5.3'±
DROP INLET
INV. OUT 2214.4
RIM 2221.29
F5
12+69
INV. IN 2216.9
6.1'±
DROP INLET
INV. OUT 2215.2
F6
13+51
RIM 2226.36
INV. OUT 2222.
1 ±
W
DROP INLET
Gi
10+24
RIM 2195.80
INV. OUT 2190.2
5.6'±
CATCH BASIN
H1
10+03
RIM 2181.57
N/A
FLARED END SECTION
INV. IN 2180.1
RIM 2184.02
H2
10+17
INV. IN 2180.3
3.8±
CATCH BASIN
INV. OUT 2180.3
RIM 2184.02
H3
10+40
INV. IN 2180.7
3.3±
CATCH BASIN
INV. OUT 2180.7
RIM 2195.80
H4
11+57
INV. IN 2192.0
5.8
CATCH BASIN
INV. IN 2190.0
INV. OUT 2196.0
RIM 2209.64
H5
13+75
INV. IN 2203.9
5.7°
CATCH BASIN
INV. OUT 2203.9
H6
14+00
RIM 2209.81
INV. OUT 2204.2
5.6±
CATCH BASIN
STRUCTURE TABLE
STRUCTURE
STATION
STRUCTURE DETAILS
DEPTH
DESCRIPTION
ji
10+03
RIM 2193.55
N/A
FLARED END SECTION
Ll
1 r,+25
INV. IN 2192.1
7.2'±
CATCH BASIN
SUR :
PETERSON ENGINEERING AND SURVEYING
RIM 2196.62
138 EAST CHESTNUT STREET
JUNCTION BOX
J2
10+14
INV, IN 2192.2
4.4'
(MANHOLE LID)
L2
1C+90
INV. OUT 2192.2
4.5'±
DROP INLET
25 LILLIE FARM LANE, WEAVERMLLE
LOCA'P(-W:
RIM 2206.80
DEED SOOK/PAGE-
JUNCTION BOX
J3
10+54
INV, IN 2199.4
7.4'±
(MANHOLE LID)
M1
1011+06
INV. OUT 2199.4
5.5'±
OPEN THROAT CATCH BASIN
SIDE
N/A
RIM 2212.64
N/A
JUNCTION BOX
J4
11+25
INV. IN 2208.3
4,4±
(MANHOLE LID)
M2
I C4 57
INV. OUT 2208.3
8.3'±
CATCH BASIN
RIM 2224.97
JUNCTION BOX
J5
12+82
INV, IN 2212.8
12.2±
(MANHOLE LID)
M3
I' +0z
INV. OUT 2212.8
N/A
HEADWALL
N1
11r,+ 15
RIM 222147
3.1'±
JUNCTION BOX
J6
13+25
INV, IN 2213.2
:9 - :3]±
(MANHOLE LIC})
INV. OUT 2213.2
V)
J7
14+47
RIM 2225.73
7.7±
OPEN THROAT CATCH BASIN
INV. OUT 2218.1
RIM 2171.27
K1
10+22
INV. IN 2163.7
7.5'±
CATCH BASIN
Ln
INV, OUT 2163.7
0
DATE:
RIM 2170.29
GRADING & STORM DRAINAGE
K2
11+20
INV, IN 2164,3
6,0'±
CATCH BASIN
INV. OUT 2164.3
K3
11+44
RIM 2170.29
5.9'±
CATCH BASIN
INV. OUT 2164.4
STRUCTURE TABLE
STRUCTURE
STATION
STRUCTURE DETAILS
DEPTH
DESCRIPTION
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
I
RIM 2171.99
E
168 PATTON AVENUE
Ll
1 r,+25
INV. IN 2165.5
INV 9185 '1
INV. IN 2165.3
7.2'±
CATCH BASIN
SUR :
PETERSON ENGINEERING AND SURVEYING
INV. OUT 2165.0
138 EAST CHESTNUT STREET
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
RIM 2175.10
[phone]
L2
1C+90
INV. IN 2171.8
4.5'±
DROP INLET
25 LILLIE FARM LANE, WEAVERMLLE
LOCA'P(-W:
INV. OUT 2171.3
DEED SOOK/PAGE-
5365/472
SITE ACREAGE:
7.71 ACRES
RIM 2168.34
C-2 (CZD)
TOWNSHIP:
M1
1011+06
INV' IN 2163.1
INV.IN 2163.7
5.5'±
OPEN THROAT CATCH BASIN
SIDE
N/A
INV. OUT 2163.1
N/A
DISTURBED AREA-
7.50 ACRES
RIM 2171.98
M2
I C4 57
INV. IN 2164.8
8.3'±
CATCH BASIN
INV. 12 163.6
INV. OUT 2163.8
<
M3
I' +0z
RIM 217137
INV. OUT 2168.1
N/A
HEADWALL
N1
11r,+ 15
RIM 2168.70
INV. OUT 2165.6
3.1'±
DROP INLET
PIPE TABLE
ClUTTER. TRAIL
PRIVATC MAVEL ROAD
IN
Z
ZR 6? 2
Z
u
r
rfd 0'.
3d,
W J
W m
0 U. z U.
f8 0
z CIL,
MON NIA 4
RE
is
STA
PIPE TABLE
PIPE TABLE
JOE UI LA
STORM DRAINAGE PIPE
[phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
0 XISTNG CONTOURS
E
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
WARREN SUGG, P.E.
)25 -
25 -SURVEYOR:
SUR :
PETERSON ENGINEERING AND SURVEYING
138 EAST CHESTNUT STREET
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
RONALD K. PETERSON
[phone]
PROJECT DATA
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
PIN:
9743-32-6097
PROPERTY CARD ADDRESS:
25 LILLIE FARM LANE, WEAVERMLLE
LOCA'P(-W:
OFF CRITTER TRAIL/NORTH MAIN ST
DEED SOOK/PAGE-
5365/472
SITE ACREAGE:
7.71 ACRES
r.
C-2 (CZD)
TOWNSHIP:
RE CREEK
SETBACKS.
Ws
FRONT-
N/A
SIDE
N/A
REAR:
N/A
DISTURBED AREA-
7.50 ACRES
<
4. SEE DETAIL SHEET FOR RETAINING WALL INFORMATION.
Uj
<
ClUTTER. TRAIL
PRIVATC MAVEL ROAD
IN
Z
ZR 6? 2
Z
u
r
rfd 0'.
3d,
W J
W m
0 U. z U.
f8 0
z CIL,
MON NIA 4
RE
is
STA
PIPE TABLE
PIPE TABLE
JOE UI LA
STORM DRAINAGE PIPE
[phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
0 XISTNG CONTOURS
E
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
WARREN SUGG, P.E.
)25 -
25 -SURVEYOR:
SUR :
PETERSON ENGINEERING AND SURVEYING
138 EAST CHESTNUT STREET
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
RONALD K. PETERSON
[phone]
PROJECT DATA
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
PIN:
9743-32-6097
PROPERTY CARD ADDRESS:
25 LILLIE FARM LANE, WEAVERMLLE
LOCA'P(-W:
OFF CRITTER TRAIL/NORTH MAIN ST
DEED SOOK/PAGE-
5365/472
SITE ACREAGE:
7.71 ACRES
r.
C-2 (CZD)
TOWNSHIP:
RE CREEK
SETBACKS.
Ws
FRONT-
N/A
SIDE
N/A
REAR:
N/A
DISTURBED AREA-
7.50 ACRES
<
4. SEE DETAIL SHEET FOR RETAINING WALL INFORMATION.
Uj
<
CC'
0
V)
Knowwhat's below.
26
us
9/2 cm L
m4w
MILD A AN
omw
BUS
19
VICINITY MAP
(40T TO SCALE)
DEVELOPMENT DATA
OWNER/DEVELOPER: MOUNTAIN HOUSING OPPORTUNITIES, INC.
A CLING AM Alkirkil Ir 0111TV 101
ASHEVILLE, NO 28801
PIPE TABLE
JOE UI LA
STORM DRAINAGE PIPE
[phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
0 XISTNG CONTOURS
E
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
WARREN SUGG, P.E.
)25 -
25 -SURVEYOR:
SUR :
PETERSON ENGINEERING AND SURVEYING
138 EAST CHESTNUT STREET
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
RONALD K. PETERSON
[phone]
PROJECT DATA
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
PIN:
9743-32-6097
PROPERTY CARD ADDRESS:
25 LILLIE FARM LANE, WEAVERMLLE
LOCA'P(-W:
OFF CRITTER TRAIL/NORTH MAIN ST
DEED SOOK/PAGE-
5365/472
SITE ACREAGE:
7.71 ACRES
ZONINGk
C-2 (CZD)
TOWNSHIP:
RE CREEK
SETBACKS.
Ws
FRONT-
N/A
SIDE
N/A
REAR:
N/A
DISTURBED AREA-
7.50 ACRES
<
4. SEE DETAIL SHEET FOR RETAINING WALL INFORMATION.
Uj
<
CC'
0
26
us
9/2 cm L
m4w
MILD A AN
omw
BUS
19
VICINITY MAP
(40T TO SCALE)
DEVELOPMENT DATA
OWNER/DEVELOPER: MOUNTAIN HOUSING OPPORTUNITIES, INC.
A CLING AM Alkirkil Ir 0111TV 101
U&TSL
A) 20' X 25' (9 UNITS)
B), 26'-6- X 40' (37 UNITS)
aOL-M& B
[Mvlr-; '*f-"1vUr% fmvr-MVALS AML SMVVVN VN Z rl. INIt VALb
40
"Irk
0 ............
/ 11"Imil - 1 0 \\\\ \
--1
ASHEVILLE, NO 28801
CONTACT.,
JOE UI LA
STORM DRAINAGE PIPE
[phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
0 XISTNG CONTOURS
E
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
WARREN SUGG, P.E.
)25 -
25 -SURVEYOR:
SUR :
PETERSON ENGINEERING AND SURVEYING
138 EAST CHESTNUT STREET
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
RONALD K. PETERSON
[phone]
PROJECT DATA
FOR INCLUSION OF DETAILS SHEETS WITH ALL PLANS.
PIN:
9743-32-6097
PROPERTY CARD ADDRESS:
25 LILLIE FARM LANE, WEAVERMLLE
LOCA'P(-W:
OFF CRITTER TRAIL/NORTH MAIN ST
DEED SOOK/PAGE-
5365/472
SITE ACREAGE:
7.71 ACRES
ZONINGk
C-2 (CZD)
TOWNSHIP:
RE CREEK
SETBACKS.
FRONT-
N/A
SIDE
N/A
REAR:
N/A
DISTURBED AREA-
7.50 ACRES
U&TSL
A) 20' X 25' (9 UNITS)
B), 26'-6- X 40' (37 UNITS)
aOL-M& B
[Mvlr-; '*f-"1vUr% fmvr-MVALS AML SMVVVN VN Z rl. INIt VALb
40
"Irk
0 ............
/ 11"Imil - 1 0 \\\\ \
--1
CDC PROJECT NO.:
GRAPHIC SCALE
40 a 20 40 ao Im I
ff - on
too."A' 5 0 'al
( IN FEET )
1 inch = 40 ft
LEGEND
su
STORM DRAINAGE PIPE
0 XISTNG CONTOURS
E
W
PROPOSED CONTOURS -00-
PAD = HIGHEST FINISHED GRADE AT ANY LOCATION ON BUILDING PAD
z
CDC PROJECT NO.:
GRAPHIC SCALE
40 a 20 40 ao Im I
ff - on
too."A' 5 0 'al
( IN FEET )
1 inch = 40 ft
LEGEND
STORM DRAINAGE PIPE
0 XISTNG CONTOURS
E
PROPOSED CONTOURS -00-
PAD = HIGHEST FINISHED GRADE AT ANY LOCATION ON BUILDING PAD
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
tON
FLOODPLAIN.
0
51
3. SOIL TYPE B.
51
<
4. SEE DETAIL SHEET FOR RETAINING WALL INFORMATION.
Uj
<
CC'
0
V)
Knowwhat's below.
Ln
Call before you dig. NORTH
0
DATE:
GRADING & STORM DRAINAGE
DRAWN BY:
z
0
N
_j
z
25
z
C)
•
CDC PROJECT NO.:
GRAPHIC SCALE
40 a 20 40 ao Im I
ff - on
too."A' 5 0 'al
( IN FEET )
1 inch = 40 ft
LEGEND
STORM DRAINAGE PIPE
0 XISTNG CONTOURS
E
PROPOSED CONTOURS -00-
PAD = HIGHEST FINISHED GRADE AT ANY LOCATION ON BUILDING PAD
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
tON
FLOODPLAIN.
0
51
3. SOIL TYPE B.
51
<
4. SEE DETAIL SHEET FOR RETAINING WALL INFORMATION.
Uj
<
CC'
0
V)
Knowwhat's below.
Call before you dig. NORTH
0
DATE:
GRADING & STORM DRAINAGE
DRAWN BY:
CDC PROJECT NO.:
GRAPHIC SCALE
40 a 20 40 ao Im I
ff - on
too."A' 5 0 'al
( IN FEET )
1 inch = 40 ft