20051950 Ver 3_Modification Request Submittal_20200304

Staff Review
Does this application have all the attachments needed to accept it into the review process?
r Yes r No
ID#*
20051950
Version* 3
Is this project a public transportation project?* r Yes
r No
Reviewer List:* Andrew Moore:eads\awmoore3
Select Reviewing Office:* Asheville Regional Office - [phone]
Submittal Type:*
401 Application
Does this project require a request for payment to be sent?*
r
Yes
r
No
How much is r $240.00
owed?* r $570.00

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
New Project w Existing ID
r
Pre -Application Submittal
r
More Information Response
r
Other Agency Comments
r
For the Record Only (Courtesy Copy)
r
Stream or Buffer Appeal
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.
Project Contact Information
Name: Alea Tuttle
ftio is submitting the inforrration?
Email Address: [e-mail]
Project Information
Existing ID #: Existing Version:
20051950 2
20170001(no dashes)
Project Name: High Hickory
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.
aick the upload button or drag and drop files here to attach document
1091 Modification Request Submittal 3.4.2020.pdf 4.42MB
Only pdf or Iv17 files are accepted.
Describe the attachments:
Permit modification request for a residential development in Buncombe County

Sign and Submit
P By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• 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")
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
o I intend to electronically sign and submit the online form."
Signature:
Submittal Date: Is filled in autocratically.

CiLearWaLer
March 4, 2020 C1earWater Environmental Consultants, Inc.
www cwenv.com
Ms. Amanda Jones
US Army Corps of Engineers
Asheville Regional Office
151 Patton Avenue, Room 208
Asheville, NC 28803
Mr. Andrew Moore
N.C. Division of Water Quality
Asheville Regional Office
2090 U.S. 70 Highway
Swannanoa, NC 28778-8211
RE: High Hickory NWP 29 and GC 4132/4139 Modification Request
USACE Action ID 2017-00488
NC DWQ Project No. 20051950V2
Buncombe County, NC
Dear Ms. Jones and Mr. Moore,
Please reference the "Department of the Army Permit" dated June 9, 2017, modified on August
10, 2018 sent by the US Army Corps of Engineers (Corps) and the 401 Certification dated August
21, 2018 issued by the N.C. Division of Water Resources in response to the permit application
submitted by Clearwater Environmental Consultants, Inc. (CEC), on behalf of High Hickory of
Asheville, LLC represented by Mr. Andy Baker. These permits authorized impacts associated
with the construction of road crossings to develop a residential community in Swannanoa, North
Carolina (Figures 1-4). The authorizations approved 120 linear feet of temporary stream impacts,
185 linear feet of permanent impacts and 40 linear feet of culvert removal/restoration totaling net
stream impacts of 150 linear feet. The authorizations are attached for review (Attachment A).
The applicant respectfixlly requests that these authorizations be modified to reflect the changes
illustrated on the Revised Impact Map (Figure 5A and 5B) and discussed below.
This permit modification request includes modifying the lengths and locations of proposed new
culverts; however, the total permanent impact lengths to streams will remain the same.
Proposed Impact #30 (201f culvert replacement) is modified to include 15 new feet of
impact for a total culvert length of 351£ (Figure 5A).
Previously permitted Impact #32 (15 If new culvert) has been eliminated (Figure 5B)
There are no requests for additional impacts to streams or wetlands.
Since
'Ales K. Tuttle, P.W.S.
Biologist
Attachment A: Agency Authorizations
32 Clayton Street
Asheville, NC 28801
828-698-9800 Tel
`R. Clement Riddl ,
Principal

CLea"Ler
Department of the Arley
Wilmington District, Corps of Engineers
Attn: Scott McLendon, Chief Regulatory Division
PO Boa 1890
Wilmington, NC 28402-1890
-and-
NC DWR, Webscape Unit
Attn: Karen Higgins
512 North Salisbury Street
Raleigh, North Carolina 27604
1, the current landowner/managing partner of the property identified below, hereby authorize
ClearWater Environmental Consultants, Inc. (CEC) to act on my behalf as my agent during the
processing of jurisdictional determination requests and permits to impact Wetlands and Water of
the US subject to Federal jurisdiction under Section 404 of the Clean Water Act and/or Section 10
of the Rivers and Harbors Act of 1899. CEC is authorized to provide supplemental information as
needed at the request of the USACE or DWR.
Additionally, I authorize representatives of the Wilmington District, US Army Corps of Engineers
to enter upon the property herein described for the purposes of conducting onsite investigations and
issuing a determination associated with Wetlands and Waters of the US subject to Federal
jurisdiction under Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors
Act of 1899.
Property Owner of Record: i".�'S/`r? < �l
Property Owner Address: ; �-:,. / /G :1V
Phone Number: <_ ,_%
Email address:
Property Location: /'�G�
Owner/Managing partner Signature:---
Owner/Managing printed name: A
Date: "s
32 Clayton Street
Asheville, NC 28801
Phone: [phone]
WWW.0W01)V.00111

High Hickory (+/- 433 AC)
� u�'�{ORd Wea�erville
z
N
9VI
F v
TY
R
W oodlin
NC-xus3
y xbn, Rd
7�
0
c
ry
00 5wannanoa sm
Hwy i s
SC
_ B�* �Q
Tunn■1 Rd a m r
us cPar ' , J
4' lyB °O s �e i
s % a 4 \
Amhcn Rd 8, F
aerr•Rt. SLR` •1`
4,,Re�0 Project Boundary
� 3
m'
r � _
N
Q, 1 P•;
S
y
6 t F p n
a
II ;?
7Sy
a
m
C I a1,� v 4j
'Q Y o rCaA °nCOrand Garton '-
a
i69epk*y -lSpl �R al Pines °
� r
`¢e 1�
a I
Legend _ _ _ _ _ ■�
a
Project Boundary _ a Q 0.5 1 2 3 4
Fletcher a Mies
Drawn by: AKT Date; 2.13.2020: CEC Project #1091
Buncombe County,
[LearMLer
North Carolina Vicinity Map
32 Clayton St Figure 1
Asheville, Nnrth Carolina 28801

rrS
can

High Hickory (+/- 433 AC)

High Hickory (+/- 433 AC)
1t
Legend
o.
—EdE FdD
Tp❑ c. f; A:
EdD
ArF HE
EdF _
TpE
d
I TPD
EdE
§ Ed❑ d
` dD '
A
\FdD
EdE
` EdD
Project Boundary
PWE
r j Ra Bounday
soils
Art• Ad-45sHaMA• kwhop c plex 50.90%slopes, very
bwom
EdC- EdnanNb CF�R Caapkx 6-15% skpes, staff
EdO- EdneyWW C6� C..vi. 15.30% sbm. story
Ear• EeoeyWk Chesaxrt C-wk 3o•50%Mb , story
mr- EdreyNlle [hes c-0. so m%sopes, s y
] P - PoRels• ka complex, & 14 ap�, s q
w,o-Forteii{IwY cw+tpex, 1f30% saves, VMY
E- Porten-Unapa Co V'r M-� W. A�y
PxF- P per;-"ka =pkI, 5Q 95?%Ow, rocky
i TK- rate W m S-Im Aver, very slaw
TPC- ToatbirTuspuAua c *,, 9-15% OVM bol7My
' nD- To¢—Tusmleee cargkx, 15.30% saves, very b.Wde
1 PE- Toecare•7uswieee comwkc 3o.m%mopes, very bou&e y
LAF- V.0-ROO Wtc pw mwm 5"5%5ope5, MY
Dwwm
Buncombe County,
North Carolina
\EdD
HE
TPE
EdF
1 1 TPD
PwD PwE 1
PwE PWD
1
PwE 1
1
I
PXF PwD I
PwD UkF �
pwD — 7 PwC{
L �
L�wD dE
1
EdF]. >
C I
1
5
3
[LearWater
32 Clayton St
Asheville, North Carolina 288U1
0 500 9 ,00Q
Feet
USDA Soils Map
NRCS Web Soil Survey
Figure 4

High Hickory (+/- 433 AC)
N Jurisdiclional wetlands and waters idenlefrad on This map have been IOCated within sub•meler accuracy
Inil¢ing a Tdmble mapping grade Global Positioning System (GPS] and Iha subsequent differential oomeclon
of That data. GPS points may demonstrate uncorreGable errors due to topography, vegalatiye Dover, andlor
mulopath signal error.
Note: The illustrated wetland and stream focalions are approximate. These areas have been flagged in the
field: howeyer- they have not been surveyed- PJlhough ClearWater Environmental Consuttanls, Inc. (GEC) is
confidanl in our assessment, the US Wmy Corps of Engineers (Corps) is the only agency that can make final
decisions regarding junsdiciional wetland and walers of the VS delirheagons. Therefore, all preliminary
deherminaGons are subjecl to change until written venation is obtained. CEC strongly recommends That
writlan verification be obtained from the Corps prior to closing on the property, beginning any site work, or
making any legal reliance on this debormanalon.
This mop was prepared by CEC using the best infvrmalion available to CEC al the time of produclion. This
map is for informational purposes only and should not be used to determine precise boundene% roadways.
property boundary lines, nor legal descriptions. This map shall not be construed to be an official survey of
any dale depicted.
Source Oata: Tapo and Project Boundary - Sundombe County GIS
• r
SAW-2017-O0488
Proposed Impact #3-1
ROAD IMPACT (o' NEW)
Existing zo' Culvert- no change..
Legend
r _ I High Hickory Development
Stream (Delineated By CEC 2020)
Previously delineated Wetland
Previously Delineated Stream
Lot Lines
Road Easement and Existing Logging Road
Road Right -Of -Way
Buncombe County,
North Carolina
It
[LearWater
1
1L
1
l
1
l
�
I
�
1
�l
i5
5 �
1
�
�
5
1
1
�
r
L
SAW-2-017-00488
Proposed Impact #30
- 24" Culvert (o' NEW)
Add iS'to existing 20' Culvert
0 100 200
Feet
Impacts Map
Figure 5A
32 Clayton Si
Asheville, North Carolina 28801

WETLANDS MAP Figure SB N J\ HIGH HICKORY
#19 - HOPE PIPE (20' NE
11
#9 - ARCH CULVERT
#18 - HOPE PIPE (20' NE
#1 - ARCH CULVERT+CMP PIPE
41.2 V
x2 mao
�u� EXISTING RIGHT OF -WAY (TYP)
Ito rl
a
EXISTING STRUCTURE (TYP)
rO;�.
#2 - ARCH CULVERT
#3 - ARCH CULVERT
#4 - ARCH CULVERT
-- TEMP UTILITY X-ING #27 (10 }
--_ {-,ti #1b(10NEW}
- 72" CULVERT '
TEMP UTILITY X-ING #23 (10')
J #29- 36CULVERT (25 NEW)
o �, o
y rr, E v
.45
51
111 � -15e11
1
��. �j �� - 25 ;
y
46
--- �` 43
Eli10 ;
47
r
-: �. 2 6
13 ;; �'.
6
42.
+ l
� 1
f �
r
#5 - HOPE PIPE (15 NEW - `
` ; ll ,- 8- �, 14 11,
55 ,.
I / f 4�/�
38
#b - HOPE PIPE (10' NEWS `, , !� 5 „I
I xrcrr rucxaRJ R.
#7 - CMP CULVERT (15NEW) l •. -___ �_� ,+r'`.,Y�R.
54 - _30
67
�__ 41
#S - 48" PIPE (0' NEW} 1' : 't Ll w _ Co - l , ys ` _
--- 57 �� , _ 1
+
��:-» _-• , • �' - -- _ ' _ ,� `, 1 ram.
--- ---- --
39
16 " - - I f - �� •,� -,
65
- •` - e 31
64
#10 -ARCH CULVERT 4
59
'f35 32
#17 - ARCH CULVERT
ii
50
i
r
VIN
�v
E
0 250 500 750
\ 1"-250'
FALLS
DEVELOPMENT SUMMARY
APPROXIMATE ACREAGE: 426.3
PIN: 9688-82-3938
ZONING: R-Lb
TOTAL UNITS: 75
DENSITY: 0.17 units/acre
LINEAR FEET OF ROAD: 161440'
LINEAR FEET OF SHARED DRIVE: 50116
CONTACTINFO
I
ANDY BAKER
I I
EMAIL: [e-mail]
PHONE NUMBER: 616-402-0367
I y,
#15 - ARCH CULVERT
r PROPOSED PROPERTY LINE OTYP)
J No REVISIONS SUBMISSIONS Date
PROPOSED R.Q.W. (TYP)
PROPOSED HOUSE SITE (TYP) 1 Updated Streams and Wetlands Map 6-18-18
J PROPOSED PRIVATE DRIVE (TYP)
68
60 i 'll Oak
61 - -
#11 - 24" CULVERT (39' NEW
II I
#20 -HOPE PIPE (16' NEW
32 - HOPE PIPE (15' NEW)
TEMP UTILITY X-ING #24
TEMP UTILITY X-ING #25 (1fl,,
TEMP UTILITY X-ING #26 (10' )
i
REMOVE 15 LF OF IMPACT
FROM APPPLICATION
62
I
cOs'1 z -
#12 - ARCH CULVERT
#13 - ARCH CULVERT
#14 - ARCH CULVERT
#30- 24" CULVERT (0' NE
#31- ROAD IMPACT (0' NEW)
ADDITIONAL 15' OF NEW
IMPACT TO EXTEND
CULVERT
High Carolina
Proposed
Master Plan
June 2006
PROPERTY BOUNDARY (TYP)
STREAM WITH 30' BUFFER (TYP)
EXISTING WETLAND (TYP)
VICINITY MAP
Ashedb Cby
Ibnk,
to
Bbwk Mto.