20190875 Ver 2_More Info Received_20221214

Moore, Andrew W
From: Tyson Kurtz <[e-mail]>
Sent: Wednesday, December 14, 2022 7:53 AM
To: Davis, Brooke A CIV SAW
Cc: Moore, Andrew W
Subject: [External] RE: SAW-2019-00485 Haywood Estates
Attachments: 2022.11.16 R-2588B_Plan Sheets - Pg 15 - Haywood Estates - Knolls 11x17.pdf; C-200 Site Plan
11-30-22 (signed) 11x17.pdf; sample_deed_notification_06-13-2019.pdf
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Brooke,
Please see the responses to your questions and comments below and attached.
Thank you,
Tyson Kurtz
Biologist
0: 828-698-9800 ext. 302 I C: 610-310-8744
From: Davis, Brooke A CIV SAW <[e-mail]>
Sent: Wednesday, November 30, 2022 2:50 PM
To: Tyson Kurtz <[e-mail]>
Cc: [e-mail]
Subject: SAW-2019-00485 Haywood Estates
Hi Tyson,
I am going through the submittal and have the following questions/comments:
1. It appears that no avoidance and minimization measures have been taken into account with regard to the
wetlands onsite. You stated that the development design has not changed since the original submittal;
however, the onsite wetlands have. Please advise.
• The design was laid out as shown based on suitable road alignments to access 20 low density lots while
avoiding the central stream and associated stream buffer. The project is located in a Water Supply
Watershed (WS-IV). The watershed protection program, 15A NCAC 02B .0624 (11), states that a 30-foot
vegetated setback shall be maintained for low -density projects and that no new built -upon area shall be
allowed in the vegetated setback (i.e. routing a road or building a house in this vegetated buffer is not
allowed). Additionally, the new layout has taken efforts to reduce the previously approved road lengths,
thereby, reducing overall built upon area, benefiting water quality in this sensitive watershed. See attached
plan showing the stream buffers and property setbacks.
To avoid the portion of impact W1 in lots #7-9, there would not be sufficient room for a house site (total
loss) with the property setbacks and stream buffer.
i

Additional information on avoidance and minimization due to road alignments is discussed in the response
to Question 2. It is important to note that the wetlands have changed as a direct result of early land clearing
and road activities for this development and are only there as the previous developer was not financially
able to complete the project. Impacts to the recently developed wetlands, created or enlarged from site
preparations for the previously permitted site plan, were considered less detrimental than permanent
impacts to the central stream and unnamed tributary.
2. Please explain why the access roads cannot be shifted to avoid some of the wetland areas.
• The existing road provides deeded accesses to the existing home. The extension from this road is needed to
access upland lots to the north. The road alignment serving lots #18-20 was meandered to avoid the stream
buffer. This section of road could potentially avoid a portion of impact site W1, but retaining a small area of
wetland that would be isolated is typically considered a complete impact due to loss of connectivity and
function. Moving the alignment of this section of road to avoid some of this wetland would result in a
significant decrease in the size of lot #18 and more earthwork would be needed to make a suitable building
pad. This option was dismissed due to inefficient design that would still result in the same wetland impact
acreage.
The intersection of the secondary access road and Hwy 191 must be maintained in its proposed location to
satisfy NCDOT requirements and planned improvements associated with proposed NCDOT project R-
2588. See attached plan sheet from R-2588. For reference, the entrance road to Haywood Knolls
(residential development opposite side of Hwy 191 from this project) is shown in the lower left corner of the
plan. This NCDOT project includes widening of Hwy 191 that will significantly extend ROW to construct a fill
prism for the additional lanes. R-2588 proposes permanent impacts to the central stream and would fill a
large portion of impact site W5 regardless of this project, even though the NCDOT plan is based off of the
previous delineation. The NCDOT project is proposed for letting in 2023.
Moving this intersection south on NC-191 would create the need for three separate driveway crossings
through that wetland to reach upland portions of lots #10-12, which would results in the same wetland
impact area. Moving the intersection north on Hwy 191 would result in a loss of suitable building area in lots
#10-12 and would still need to impact a portion of the wetland, if not all of the wetland when considering
driveways to lots # 16-17.
3. This design does not show the layout for the residences. Will the wetlands along the western portion of the
property be protected from impacts? If so, how? If not, please include those impacts in this submittal.
• The footprint of the houses on each lot is not known at this time. However, the attached plan shows
building and lot setbacks, which confine suitable home building locations on several lots. The wetlands not
anticipated to be impacted by our development were not included in the wetland impact table of the PCN or
on Figure 5. Wetland areas not proposed for permanent impact will be protected by erosion and sediment
control measures during construction and the future property owners will be notified regarding the location
of wetlands and streams on their property.
Per DWR GC No. 4256 Activity Specific Condition 3:
Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained jurisdictional
wetlands, waters, and state regulated riparian buffers within the project boundaries in order to assure
compliance with NC Water Quality Certification Rules 15A NCAC 02H .0500, NC Isolated Wetland Rules 15A
NCAC 02H .1300, and/or State regulated Riparian Buffer Rules 15A NCAC 02B .0200. (See attachment
example deed notification).
FYI -I am just waiting on our HQ folks to respond about the AJD, then I will get it out to you. Let me know if you have any
questions.
2

Thanks,
Brooke
Brooke Davis
Regulatory Specialist
USACE Wilmington District -Asheville Regulatory Field Office
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
828-271-7980, ext. 4232
[e-mail]
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DonnSign Envelope ID: C78E325F-8B21-6774-020E-B8AC4558FOCS
EXISTING 100' PUBLIC
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APPROXIMATE LOCATION
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PIN: 9650-05-9838
(WIDTH VARIES)
DB: 28 PG: 552
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PIN:9650-05-9838
DB: 28 PG: 552
PROPOSED STREET TREE (TYP)
MINIMUM SPACING: 15'
MAXIMUM SPACING: 65'
PROPOSED 50' SETBACK
FROM FUTURE NCDOT R/W
FUTURE NCDOT PERMANENT
DRAINAGE EASEMENT (TYP)
PROPOSED B2 BUFFER
INSIDE 50' SETBACK
LOT:1
0.93 AC
1.25 AC
LOT:10
1.01 AC
1II
I
LOT:16 Ir
1.42 AC
I
J
EXISTING
WETLAND
(TYP)
M
M
GRAPHIC SCALE
p
320
( IN FEET )
FROSTY A SINCLAIR TRUSTEE;
FROST A SINCLAIR REVOCABLE TRUST
PIN: 9650-06-9940
DB: 1431 PG: 204
0.59 AC
0.57 AC
LOT:11
0.53 AC
LOT:17
0.88 AC
EXISTING 50' GAS
— LINE EASEMENT
PER DB 400 PG 373
LOT: 3
0.59 AC
0.59 AC
10' SIDE
SETBACK
(TYP)
LOT:12
0.50 AC
MARSHA A ODOM
PIN: 9650-07-9059
DB: 1032 PG: 81
PHIUP M RASMUSSEN II
PRISCILLA A RASMUSSEN
PIN: 9650-16-1982
DB: 1370 PG: 471
EXISTING HAYWOOD PARK DR
(871 LF ±)
EXISTING PRIVATE 45'
RIGHT—OF—WAY
HAYWOODPARKDR
0.64 AC
LOT:13
0.86 AC
= 0.64 AC
LOT:14
0.82 AC
PROPOSED MAIL
KIOSK LOCATION
LOT:15
0.95 AC
MALINDA H. VERA CRUZ
VALEN W. VERA CRUZ
PIN:9650-17-1258
DB: 3581 PG: 72
LOT:18
1.02 AC
RUDD W ORR
MARGARET W CHASE
PIN: 9650-17-3407
DB: 3339 PG: 327.
LOT:19
0.92 AC
EXISTING STREAM BUFFER
30' FROM TOP OF BANK (TYP)
EXISTING STREAM (TYP)
(UNNAMED TRIBUTARY
TO MILL POND CREEK)
PROPOSED CONCRETE (TYP)
PROPOSED SHARED DRIVEWAY
FOR THE BENEFIT OF LOTS
14 AND 15 (408 LF ±)
PROPOSED STORMWATER PIPE (TYP)
PROPOSED STORMWATER STRUCTURE (TYP)
PROPOSED WATER
MAIN (TYP)
PROPOSED MAIL
KIOSK LOCATION
PROPOSED ASPHALT (TYP)
EXISTING BUILDING
SETBACK (TYP)
EXISTING PROPERTY
BOUNDARY (TYP)
IL EXISTING 2' CONTOURS (TYP)
PROPOSED 18' PRIVATE ROAD
(HAYWOOD CROSSING DRIVE)
M
R/W
SS
W
PROPOSED SHARED DRIVEWAY
FOR THE BENEFIT OF LOTS
19 AND 20 (517 LF 6)
HENDERSON COUNTY BOARD OF PUBUC SCHOOLS
PIN:9650-26-2638
DB: 824 PG: 213
LEGEND
EXISTING RIGHT OF WAY
PROPOSED RIGHT OF WAY
EXISTING 2' CONTOURS
PROPOSED 2' CONTOURS
EXISTING PROPERTY BOUNDARY
PROPOSED ASPHALT
EXISTING STREAM
PROPOSED STREAM BUFFER
PROPOSED BUILDING SETBACK
PROPOSED GRAVITY SEWER (MSD)
PROPOSED WATER (COH)
(i) PROPOSED STREET TREE
NOTES
RONALD E BUSH
JOYCE R BUSH
PIN: 9650-17-4702
DB: 534 PG: 389
LOT: 20
1.13 AC
1) NO PORTION OF THIS PROJECT IS LOCATED WITHIN THE
100 YR FLOOD PLAIN.
2) THIS PROJECT WILL BE COMPLETED IN A SINGLE PHASE.
3) REFER TO SHEET C-201 FOR SUBDIVISION SLOPE MAP
4) THIS PROJECT IS LOCATED ENTIRELY WITHIN THE WATER
SUPPLY WATERSHED.
WATER f]
POWER
45' RIGHT—OF—WAY
18' ASPHALT
L
8" CABC STONE
2" S9.5C ASPHALT
RESIDENTIAL LOCAL
ROAD TYPICAL SECTION
6'
HLDF
i
7'
•7 3.\
j i LGAS
L CABLE
POWER
MP
S RUGBY RD
HAYWOOD
KNOLLS DR
N RUGBY RD
VICINITY MAP
NTS
HAYWOOD
PARK DR
SITE
HWY
191
BRYAN ADAMS
STAFANIE ADAMS
PIN: 9650-17-6986
DB: 1616 PG: 518
ANDREW SMITH CARR
LAUREN TINSLEY CARR
PIN:9650-17-8986
DB: 3610 PG: 266
DEVELOPMENT BLOCK
PROJECT: HAYWOOD PARK
ADDRESS: 3676 HAYWOOD ROAD
HENDERSONVILLE, NC 28792
OWNER:
DEVELOPER:
PIN #s:
ENGINEER:
SURVEYOR:
ZONING:
HAYWOOD PARK, LLC
3872 NW 126 AVE
CORAL SPRINGS, FL 33065
LUIS GRAEF
4880 N HIATUS RD
SUNRISE FL 33351
9650-06-9662
9650-16-1443
9650-16-3229
9650-16-4056
9650-16-4528
9650-16-5805
9650-17-5207
DB: 3904 PG: 526
JARED L. DERIDDER, P.E.
WGLA ENGINEERING, PLLC
724 5TH AVENUE WEST
HENDERSONVILLE NC 28739
828-687-7177
ASSOCIATED LAND SURVEYORS, P.C.
PO BOX 578, HORSE SHOE, NC 28742
828-890-3507
HENDERSON COUNTY — R2
SETBACKS:
HIGHWAY: 50'
FRONT: 15'
SIDE: 10'
REAR: 10'
TOTAL PROJECT AREA: 20.41 ACRES ±
PROPOSED LOTS : 20
ALLOWABLE DENSITY: 1 UNIT / ACRE
PROPOSED DENSITY: 0.98 UNITS / ACRE
PROPOSED OPEN SPACE: 2.08 ACRES ±
PROPOSED ROADWAYS: 771 LF
PROPOSED WATER SYSTEM:
PUBLIC — CITY OF HENDERSONVILLE
PROPOSED SEWER SYSTEM
PUBLIC — BUNCOMBE COUNTY MSD
WATERSHED CLASSIFICATIONS: WS—IV
LANDSCAPING
STREET TREES
REQUIRED —
PROVIDED—
B2 BUFFER
REQUIRED —
ONE (1) LARGE DECIDUOUS TREE (2"
CALIPER; 12'-14' IN HEIGHT AT TIME
OF PLANTING PER) 50 LINEAR FEET OF
PROPERTY ABUTTING AN INTERNAL ROAD
1358 LF OF ROAD = 27.16 TREES
28 TREES
30 FEET WIDE CONTAINING 2 LARGE AND 3
SMALL DECIDUOUS TREES OR 5 LARGE AND
12 SMALL EVERGREEN TREES PER 100
LINEAR FEET
PROVIDED— 1071 LF = EITHER OF:
22 LARGE AND 33 SMALL DECIDUOUS TREES
OR
55 LARGE AND 132 SMALL EVERGREEN TREES
WGLA
Engineering
WGLA ENGINEERING, PLLC
724 5th AVENUE WEST
HENDERSONVILLE, NC 28739
[phone]
WGLA.COM
NC LICENSE P-1342
HAYWOOD
PARK
SUBDIVISION
HENDERSONVILLE
HENDERSON COUNTY
NORTH CAROLINA
REVISIONS
DATE
DESCRIPTION
11-30-22
REVISION 1
Know what's below.
CaII before you dig.
PROJECT NUMBER:
DATE:
DRAWN BY:
CHECKED BY:
22130
11-21-22
JRC
JLD
SITE
PLAN
C-200
NTS
SCALE: 1"=80'