20181161 Ver 2_USACE_DWQ_PCN_V1.4_Finalized_20190412

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#*
20181161
Version* 2
Is this project a public transportation project?* r Yes
r No
Reviewer List:*
Select Reviewing Office:*
Submittal Type:*
Application Attachments
Zan Price:eads\gaprice
Asheville Regional Office - [phone]
Does this project require a request for payment to be sent?*
r
Yes
r
No

Project Submittal Form
Please note: fields marked with a red asterisk below are required. You will not be able to submit the form until all
mandatory questions are answered.
Project Type: r New Project
r Pre -Application Submittal
r More Information Response
r Other Agency Comments
r For the Record Only (Courtesy Copy)
New Project - Please check the new project type if you are trying to submit a new project that needs an official approval
decision.
Pre -Application Submittal - Please check the pre -application submittal if you just want feedback on your submittal and
do not have the expectation that your submittal will be considered a complete application requiring a formal decision.
More Information Response - Please check this type if you are responding to a request for information from staff and
you have and ID# and version for this response.
Other Agency Comments - Please check this if you are submitting comments on an existing project.
Is this supplemental information that needs to be sent to the Corps?*
r Yes r No
Project Contact Information
Name: Owen Carson
Who is subrritting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20181161 2
20170001 (no dashes)
Project Name: Asheville Heights
Is this a public transportation project?
r Yes
r No
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
r Yes r No r Unknown
County (ies)
Buncombe
Please upload all files that need to be submited.
Click the upload button or drag and drop files here to attach docurrent
251 CharlotteHwy_USACE_DWQ_PCN_V1.4_Finali... 514.5KB
251 _Char_Hwy_Attach ments. pdf 649.97KB
Compiled_Figures.pdf 5.62MB
Only pdf or Igrz files are accepted.

Describe the attachments:
Attachments are re -submittal of an existing PCN that needed updated drawings showing better detail. The
PCN is attached (note that section 3: Stream Impacts, is blank because there weren't enough spaces for the
proposed impacts, so instead we created an attachment detailing the impacts); Figures show original JD work,
contextual maps, and teh Site Plan (Final) plus detailed insets (including XS) of impact areas, including
permanent wetland and stream impacts and also coffer dam details, general details. Attachments include the
Agent Authorization form, Parcel List,
V By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the
"Uniform Electronic Transactions Act")
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act");
o I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
• I intend to electronically sign and submit the online form."
Signature:
I I
ZA Awk 'eAua
Submittal Date: Is filled in automatically.

a`'oF wArE�Q�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the Corps:
❑X Section 404 Permit ❑ Section 10 Permit
1b.
Specify Nationwide Permit (NWP) number: NWP 18 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑ Yes ❑X No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
NX 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 ❑X 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 ❑X No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes NX No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Asheville Heights Apartments
2b.
County:
Buncombe
2c.
Nearest municipality / town:
Fairview, NC
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
NTTP Investments LLC
3b.
Deed Book and Page No.
<MULTIPLE PARCELS: see attached ownership table for details>
3c.
Responsible Party (for LLC if
applicable):
Joe H. Ward
3d.
Street address:
3 Bideford Row
3e.
City, state, zip:
Asheville, NC 28803
3f.
Telephone no.:
828-777-0540
3g.
Fax no.:
N/A
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑X 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.
Agent/Consultant Information (if applicable)
5a.
Name:
Owen Carson
5b.
Business name
(if applicable):
Equinox Environmental Consultation & Design, Inc. ["Equinox"]
5c.
Street address:
37 Haywood Street, Suite 100
5d.
City, state, zip:
Asheville, NC 28801
5e.
Telephone no.:
[phone] ext. 204
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):
<MULITPLE: see attached ownership table>
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.549282 Longitude: -82467501
1 c.
Property size:
19 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Gashes Creek
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:
Currently the site is nearly entirely forested and consists of both upland and lowland areas. The northern property boundary lies parallel to Charlotte
Highway and Gashes Creek, which flows east -west across the northern Property interior. Two unnamed tributaries (UT) to Gashes Creek flow south -
north across the interior of the Property, occupying steep, relatively narrow valleys. Multiple benched wetlands occur alongside both UTs.
3b.
List the total estimated acreage of all existing wetlands on the property: 0.564
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 4,150
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is provide residential rental housing to the greater Asheville, NC area.
3e.
The
Describe the overall project in detail, including the type of equipment to be used:
proposed development is to be a 190 -unit market rate, new construction apartment community. It will consist of 8 residential buildings and 1 clubhi
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?
❑X Yes ❑ No ❑ Unknown
Comments:
4b.
If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ❑X Final
4c.
If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company: Equinox
Other: Owen Carson
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Ation ID: SAW -2017-01282, Buncombe Co., NC-Oteen Quadrangle; William Elliott (8282717980); [e-mail]
DOCUMENTATION ATTACHED
5.
Project History
5a.
Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ❑X No ❑ 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):
❑X Wetlands ❑X 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.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
W1 P
Fill
Headwater Wetland
Yes
Corps
0.0005
W2 P
Fill
Headwater Wetland
Yes
Corps
0.0007
W3 P
Fill
Headwater Wetland
Yes
Corps
0.001
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:
0.0022
2h. Comments:
FOR ATTACHED FIGURES:
W1= Impact Area AA; W2= Impact Area BB; W3= Impact Area CC
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.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
feet)
S1 -
S2 -
S3 -
S4 -
S5 -
S6 -
3h. Total stream and tributary impacts
3i. Comments:
SEE ATTACHED TABLE: Stream name relates to naming system used in JD; all permanent impacts are culverts, temporary are coffer dams;
For labeling purposes: S1= Al -A1; S2= B1 -B1; S3= C1 -C1; S1, S2, S3 coffer dams for work in the dry will be a maximum of 10 If. (see detail sheet)
D1 -D1 is an existing box culvert under 74A; DOT is requiring a 9.5 -foot extension to the culvert to accommodate a turnaround.
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 T
4b.
Name of waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody
type
4e.
Area of impact (acres)
01
Choose one
Choose
O2 -
Choose one
Choose
03 -
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. 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:
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:
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 T
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
B4 -
Yes/No
B5 -
Yes/No
B6 -
Yes/No
6h. Total Buffer Impacts:
6i. Comments:
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.
Impervious surface are located a minimum of 30' from streams (per local ordinances). Post -construction storm water runoff rates are reduced to equal
or less than pre -development runoff rates through the use of storm water detention/infiltration facilities. Storm water quality is addressed with the
detention/infiltration facilities by reduction of the total suspended solids by 85%. Erosion control facilities will be installed to minimize offsite
sedimentation from construction activities.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Erosion control (offsite sedimentation) is facilitated through the use of double -row silt fences, super silt fence along the main flowing stream, filter
berms, inlet protection, skimmer sedimentation basins, mud mat entrance to the site, and rip rap pipe outlet protection, all under the prior submittal of
plans to and final approval by the Buncombe County Planning Department.
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:
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:
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.
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
buffer mitigation?
❑ Yes ❑X No
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.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(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).
6h. Comments:
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 X❑ 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.
Not in one of the watersheds with buffer protection plans that require a diffuse flow plan.
❑ Yes ❑X No
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
31%
2b.
Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan:
Storm
water runoff is collected and conveyed to four (4) separate storm water underground detention/infiltration devices located within the site. Storm
water quality is addressed through an 85% reduction of total suspended solids for the runoff from the 1" rainfall
event. The quantity of storm water is
addressed through the reduction of the post-construction rates of runoff from the 10-yr and 25-yr rainfall events, to equal to or less than the pre-
development rates of runoff for those same rainfall events.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
Buncombe County Planning Department
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
Buncombe County
❑X 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
❑Coastal 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)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
Yes
❑ 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
❑ Yes
❑X No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
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:
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,
E] Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
El Yes
❑X No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
❑X 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.
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.
Wastewater
will be discharged from the proposed project by way of gravity fed sanitary sewer into the Metropolitan Sewerage District of Buncombe
County, North Carolina system.
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
❑ Yes ❑X No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑X 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 IPaC Tool: ECOS Mapper - generated Official Species List [attached] and performed Critical Habitat analysis (none known for the Project
Site)
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Online Essential Fish Habitat Mapping tool (https://www.habitat.noaa.gov/protection/efh/efhmapper/index.html)
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 ❑X 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 HPO WebMapper (http://gis.ncdcr.gov/hpoweb/); phone call to NC Historic Preservation Office (DATE);
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ Yes ❑X No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
Online Flood Risk Information System (FRIS): mapped as "Low Risk" (http://fris.nc.gov/fris/Index.aspx?FIPS=021&ST=NC&user=General%2OPublic)
William Owen Digitally signed by William Owen Carson
ON cn=William Owen Carson, o=Equinox
O
William "Owen" Carson
Environmental, ou,
Carson emacs [e-mail]
04-12-2019
Date: 2018.08.20 10:30:24 -0400'
Applicant/Agent's Printed Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant is provided.
Page 10 of 10

dotloop signature verification: dtlp.us/0LV5�Xase-1Jd Ni
Asheville Heights
AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION: /
LOT NO, PLAN NO. PARCEL ID:
STREET ADDRESS:
Please print:
Property Owner:
The undersigned, registered property owner of the above noted property, does hereby authorize
//fi
(Cot Agent) "� GES , of 4-- Zi70k
(Kffme 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: &-a �' a V -.??-77
I hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
i Xrr 101121 e,If6G
IDn z,19II DTT IDT
BHCbBABS-0DiN-W9%B
Authorized Signature
Date:

Pre Construction Notification Form
Asheville Heights Apartments
3b. Deed Book & Page No.
Parcel
PIN
Deed Book
Page
Plat Book
A
9667829843
4804
285
131
B
9667825958
4804
285
131
C
9667829630
4804
285
131
D
9667825736
4804
285
131
E
9667826189
4804
285
131
5
5
5
5
5

PIN
OWNER
ACRES
DEED BOOK
PAGE
9667825736
NTPP INVESTMENTS LLC
3.14
4804
0285
9667825958
NTPP INVESTMENTS LLC
0.85
4804
0285
9667829630
NTPP INVESTMENTS LLC
2.45
4804
0285
9667826189
NTPP INVESTMENTS LLC
14.83
4804
0285
9667829843
NTPP INVESTMENTS LLC
0.94
4804
0285

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 or
Temporary
3b. Type of Impact
3c. Stream Name
3d. Determination
3e. Type of
Jurisdiction
3f. Average
Stream Width
(ft.)
3g.
Impact
Length
(if.)
S1- P
Culvert
Gashes Creek (S01)
Perennial
Corps
6
42
S2 - P
Culvert
Gashes Creek (S01)
Perennial
Corps
6
42
S3 - P
Culvert
UT1 > Gashes Creek (S02)
Perennial
Corps
2
50
S4 - P
Culvert extension
Gashes Creek (S01)
Perennial
Corps
6
9
S5 -T
Coffer dam construction
Gashes Creek (S01)
Perennial
Corps
6
10
S6 -T
Coffer dam construction
Gashes Creek (S01)
Perennial
Corps
6
10
S7 - T
lCoffer dam construction
1UT1 > Gashes Creek (S02)
jPerennial
lCorps
2
10
S8 -T
lCoffer dam construction
Gashes Creek (SOl)
jPerennial
ICorps
6
10
183

Owen Carson
From: Hall, Linda <[e-mail]>
Sent: Thursday, March 15, 2018 2:01 PM
To: Owen Carson
Subject: RE: [External] 251 Charlotte Highway Property
Owen,
There is one previously recorded historic archaeological site, 31BN472, located at or near US 74 on the project
tract. The site was the former location of the Joseph Sales log house. The chimney fall for the former house was
identified in 1990 by archaeologists for NCDOT in association with the widening of US 74. The site was determined to be
ineligible for inclusion in the National Register of Historic Places because there were no remaining intact deposits, and
thus it may have been destroyed during road construction. Beyond the area immediately adjacent to US 74, the
remainder of the tract has not been surveyed to determine if archaeological resources are present.
Linda
Linda G. Hall
Archaeologist
NC Dept. of Natural and Cultural Resources
[phone] x 225
linda.hall(c�ncdcr.gov
176 Riceville Road, Asheville, North Carolina 28805
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: Owen Carson [mailto:[e-mail]]
Sent: Monday, March 12, 2018 12:49 PM
To: Hall, Linda <[e-mail]>
Subject: [External] 251 Charlotte Highway Property
Importance: High
External email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to —
Report Spa
Linda,
Good afternoon, I hope you're doing well on this blustery day!
I just left you a voicemail in regards to a project that I am working on — we're helping a developer with a PCN and as part
of that process I was reaching out to you to see if there are any known archeological resources within the project
confines or vicinity. I have attached a map showing the property in context (USGS Quad map base, Oteen Quad) and
also provided a Lat/Long for the property centroid. Please let me know if you require any other information from me or
if you'd like to discuss. I'll be in the office for the remainder of today and then on and off Tuesday/Wednesday, back in
Thursday/Friday. Thanks, and have a wonderful day!
Owen Carson
Plant Ecologist

EQUINOX
N*WW~ ^"Ift
37 Haywood Street, Suite 100
Asheville, NC 28801
[phone] extension 204
Check out our website and blog! Visit us at www.equinoxenvironmental.com

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STREAM LENGTH: 3,984 LF
STREAM BUFFER LENGTH: 6,720 LF BUNCOMBE COUNTY, NORTH CAROLINA
WETLANDS ENCROACHMENT: 138 SF
STREAM LENGTH IMPACT: 143 LF SCALE: 1" = 100' SITE PLAN MARCH 18, 2019
TEMPORARY STREAM BUFFER ENCROACH.: 374 LF
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STREAM LENGTH: 3,984 LF
STREAM BUFFER LENGTH: 6,720 LF BUNCOMBE COUNTY, NORTH CAROLINA
WETLANDS ENCROACHMENT: 138 SF
STREAM LENGTH IMPACT: 143 LF SCALE: 1" = 100' SITE PLAN MARCH 18, 2019
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VICINITY MAP
MARCH 18, 2019

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SCALE: HORIZ.: I"= 20'
VERT.: 1" = 20'
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PROPOSED GRADE
EXISTING GRADE
ASHEVILLE HEIGHTS APARTMENTS
U.S. HWY. 74A
BUNCOMBE COUNTY, NORTH CAROLINA
WETLANDS IMPACT CROSS-SECTION A -A

SECTION B -B
SCALE: HORIZ.: 1 °' = 20`
VERT.: 1" = 20`
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ASHEVILLE HEIGHTS APARTMENTS
U.S. HWY. 74A
BUNCOMBE COUNTY, NORTH CAROLINA
MARCH 18, 2019

SECTION C -C
SCALE: HORIZ.: 1" = 20'
VERT.: 1" = 20'
DISTURBED WETLANDS
PROPOSED BUILDING
PROPOSED GRADE
PROPOSED
.r RETAINING WALL
EXISTING GRADE
ASHEVILLE HEIGHTS APARTMENTS
U.S. HWY. 74A
BUNCOMBE COUNTY, NORTH CAROLINA
WETLANDS IMPACT CROSS-SECTION C -C
MARCH 18, 2019

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GASHES CREEK LOWER CULVERT
Scale - Har. 1"=20' Vert. ]"=20'
ASHEVILLE HEIGHTS APARTMENTS
U.S. HWY. 74A
BUNCOMBE COUNTY, NORTH CAROLINA
CULVERT STREAM CROSS-SECTION Al -Al
MARCH 18, 2019
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Scale - Har. 1"=20' Vert. ]"=20'
ASHEVILLE HEIGHTS APARTMENTS
U.S. HWY. 74A
BUNCOMBE COUNTY, NORTH CAROLINA
CULVERT STREAM CROSS-SECTION Al -Al
MARCH 18, 2019

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SECTION 131-131
GASHES CREEK UPPER CULVERT
Scale - Hor. 1"=20' Vert. 1120'
ASHEVILLE HEIGHTS APARTMENTS
U.S. HWY. 74A
BUNCOMBE COUNTY, NORTH CAROLINA
CU AVERT STREAM CROSS-SECTION B 1-B 1
MARCH 18, 2019

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SECTION C1 -C1
EAST TRIBUTARY CULVERT
Scale - Hoy. 1 "=20' Vert. 1 '=20'
ASHEVILLE HEIGHTS APARTMENTS
U.S. HWY. 74A
BUNCOMBE COUNTY, NORTH CAROLINA
CULVERT STREAM CROSS-SECTION C1 -C1
MARCH 18, 2019

SECTION D1 -D1
GASHES CREEK - HWY 74A CULVERT
Scale - Hoc 1 "=20' Vert. 1"=20'
ASHEVILLE HEIGHTS APARTMENTS
U.S. HWY. 74A
BUNCOMBE COUNTY, NORTH CAROLINA
CULVERT STREAM CROSS-SECTION D1 -D1
MARCH 18, 2019

GT A�YCT'1 GAi.M"�Q AiG /lLl =A/'C
SECTION
ASH EVI LLE HEIGHTS APARTMENTS
U.S. HWY. 74A
BUNCOMBE COUNTY. NORTH CAROLINA
COFFER DAM DETAIL
MARCH 18, 2019

• THE CONTRACTOR SHALL MINIMIZE CLEARIN& WITHIN WETLANDS 4 ACROSS
STREAMS TO THE GREATEST EXTENT PRACTICABLE FOR CONSTRUCTION
CORRIDORS ACROSS STREAM CHANNELS, THE 6ENERAI_ 5TRIPPIN6 OF
TOP501L WITHIN WETLANDS ALON6 CON57174UCTIOIN CORRIDOR 15 NOT
PERMITTED.
• NO WASTE, SPOIL, 5OLID5 OR FILL OF ANY KIND CAN OCCUR IN MTLAND5
OR WATERS BEYOUND THE FOOTPRINT OF THE IMPACT AREA (INCLUDING
TEMPORARY IMPACTS) OR BEYOND THE PERMITTED THRESHOLDS WITHOUT
WRITTEN AUTHORIZATION FROM THE PROJECT ENGINEER. NO REMOVAL OF
VEGETATION OR OTHER IMPACTS OF ANY KIND CAN OCCUR TO STATE
REGULATED RIPARIAN BUFFERS BEYOND THE FOOTPRINT OF IMPACTS
APPROVED IN A BUFFER AUTHORIZATION OR VARIANCE OR AS L15TE0 A5
AN EXEMPT ACTIVITY IN THE APPLICABLE RIPARIAN BUFFER RULES.
• ALL ER05ION CONTROL DEVICES SHALL BE MAINTAINED ON ALL CON-
5TRUCTION 51TE5, BORROW SITES 4 WA57-E PILE (SPOIL) 51TE5, INCLUDING
CONTRACTOR OWNED 4 LEASED BORROW PITS ASSOCIATED WITH THE
PROJECT. SUFFICIENT MATERIALS REQUIRED FOR STABILIZATION AND/
OR REPAIR OF EROSION CONTROL MEASURES SHALL BE ON-51TE AT ALL
TIMES.
• 5ED11MENT 4 EROSION CONTROL MEASURES SHALL NOT BE PLACED IN
WETLANDS OR WATERS EXCEPT WITHIN THE FOOTPRINT OF TEMPORARY
OR PERMANENT IMPACTS AUTHORIZED UNDER THE PERMITS. EXCEPTIONS
TO THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT
ENGINEER.
• THE CONTRACTOR SHALL INSPECT, SELF -MONITOR 4 KEEP RECORDS
AC 0RDIN6 TO NPDE5 PERMIT REQUIREMENTS.
• ALL WORK IN OR ADJACENT TO STREAMS SHALL BE CONDUCTED 50 THAT
THE FLOWING STREAM DOES NOT COME IN CONTACT WITH THE DISTURBED
AREA. APPROVED BEST MANAGEMENT PRACTICES FROM THE M05T CUR-
RENT VERSION OF THE NO SEDIMENT 4 EROSION CONTROL MANUAL OR THE
NCDOT CONSTRUCTION 4 MAINTENANCE ACTIVITIES MANUAL, 5UCH AS SAND -
5A65 ROCK BERMS, COFFERDAMS 4 OTHER DIVERSION STRUCTURES SHALL
BE USED TO MINIMIZE EXCAVATION IN FLOWING WATER. EXCEPTIONS TO
THIS CONDITION REQUIRE WRITTEN APPROVAL FROM THE PROJECT
ENGINEER.
• CULVERTS SHALL BE INSTALLED IN SUCH A MANNER THAT THE ORIGINAL
STREAM PROFILES ARE NOT ALTERED 4 ALLOW FOR AQUATIC LIFE MOVE-
MENT DURING LOW FLOWS. THE DIMENSION, PATTERN 4 PROFILE OF THE
STREAM ABOVE 4 BELOW THE CULVERT SHALL NOT BE MODIFIED BY
WIDENIN 67 THE STREAM CHANNEL OR BY REDUCING THE DEPTH OF THE
STREAM IN CONNECTION WITH THE CONSTRUCTION ACTIVITY.
• IF CONCRETE 15 USED DURING CONSTRUCTION, THEN ALL NECESSARY MEAS-
URES SHALL BE TAKEN TO PREVENT DIRECT CONTACT BETWEEN UNCURED
OR CLING CONCRETE 4 WATER5 OF THE U.5. WATER THAT INADVERTENTLY
COMES IN CONTACT WITH UNCURED CONCRETE SHALL NOT BE DISCHARGED
INTO WATER5 OF THE U.5.
• ALL PROP05W 4 APPROVED TEMPORARY CULVERTS 4 RIPRAP PADS, ETC.
IN STREAMS SHALL BE INSTALLED A5 OUTLINED IN THE M05T RECENT EDI-
TION OF THE Nr_ SEDIMENT 4 ER.05ION CONTROL PLANNING 4 DE516N MAN-
UAL OR THE NCDOT BEST MANAGEMENT PRACTICES FOR CONSTRUCTION 4
MAINTENANCE ACTIVIVTIE5 50 AS NOT TO RESTRICT STREAM FLOW OR
CAUSE D15 -EQUILIBRIUM
• ALL PROP05ED 4 APPROVED TEMPORARY CULVERTS 4 RIPRAP PADS, ETC.
IN STREAMS SHALL BE REMOVED 4 THE IMPACTED AREA RETURNED TO
NATURAL CONDITIONS WITHIN 60 CALENDAR DAYS AFTER THE TEMPORARY
IMPACT 15 NO LONGER NECESSARY. THE IMPACTED AREAS SHALL BE
RETURNED TO ORIGINAL &RADE, INCLUDING EACH STREAM'S ORIGINAL
OR055-SECTIONAL DIMENSIONS, PLANFORM PATTERN 4 LON&1TLVINAL BED
PROFILE. ALL TEMPORARY IMPACTS SHALL BE RESTORED 4 STABILIZED
WITH NATIVE VE6ETATION.
• ANY
THAT THE ORI&INAL STREAM ELEVATION 4
RESTORED 4 MAINTAINED, NOT RESULTIN& I
5TREAMBED OR BANKS UPSTREAM OR DOV
RESTRICTIN& AQUATIC LIFE PASSA&E.
AGEMENT, STREAM
Y DISTURBED AREAS
1PACTED BY THE AP -
HALL BE PLACED SUCH
HBANK CONTOURS ARE
;OE -STABILIZATION OF
AM OF THE AREA, 4 NOT
• ANY RIPRAP USED FOR STREAM OR SHORELINE STABILIZATION SHALL BE
OF SIZE 4 DEN5ITY TO PREVENT MOVEMENT BY WAVE, CURRENT OR STREAM
FLOWS 4 WILL CONSIST OF GLEAN ROCK. RIPRAP SHALL NOT BE INSTALLED
IN THE STREAMBED, EXCEPT IN SPECIFIC AREAS REQUIRED FOR VELOCITY
CONTROL 4 TO ENSURE STRUCTURAL INTE&RITY OF BANK STABILIZATION
MEASURES.
• HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON MATS OR
OTHER MEASURES TAKEN TO MINIMIZE SOIL DISTURBANCE.
• THE CONTRACTOR OR OTHER RE5PON515LE ENTITY SHALL REPORT ANY
PETROLEUM SPILL OF 25 GALLONS OR MORE; ANY SPILL RE&ARDLE55 OF
AMOUNT THAT CAUSES A SHEEN ON SURFACE WATERS; ANY PETROLEUM
SPILL RE&ARDLE56 OF 51ZE THAT OCCURS WITHIN 100 FEET OF SURFACE
WATER; 4 ANY PETROLEUM SPILL LE55 THAN 25 &ALLON5 THAT CANNOT
BE GLEANED UP WITHIN 24 HOURS.
ASH EVI LLE HEIGHTS APARTMENTS
U.S. HWY. 74A
BUNCOMBE COUNTY, NORTH CAROLINA
COFFER DAM CONSTRUCTION NOTES
MARCH 18, 2019