20231199 Ver 1_More Info Received_20231026

DWR request for Additional Information Response 10/25/23
1. Please confirm that a riprap dissipator will not be required by the local government or
appropriate S&EC review entity or revise the project impacts and plan sheets
accordingly. It is the Division's experience that energy dissipation is required by these
agencies.
The project engineer confirmed with Cory Sloan, plan reviewer with City of Statesville
that no rip -rap will be required and that the impacts as presented in PCN are acceptable to
the City.
2. The project proposes utility impacts that are offsite. The offsite impacts do not appear to
be within the limits that were verified by the USACE. Please clarify whether the USACE
has provided verification or confirmation of the offsite features.
The original JD did not include these areas because the project proponent was not aware
at that time that the water line extension would be required. W&W conducted a
delineation of the area after submittal of the JD request. Wetlands are depicted in the
permit drawings for the water line with hatched areas. Tributaries were field located by
surveyors. Depiction of wetland delineation is attached.
3. Please provide plan sheets that show that the stream channel will not be widened above
and below the storm culvert in accordance with standard 401 requirement: Culverts shall
be designed and installed in such a manner that the original stream profiles are not
altered and allow for aquatic life movement during low flows. The dimension, pattern,
and profile of the stream above and below a pipe or culvert shall not be modified by
widening the stream channel or by reducing the depth of the stream in connection with
the construction activity. The width, height, and gradient of a proposed culvert shall be
such as to pass the average historical low flow and spring flow without adversely altering
flow velocity. If the width of the culvert is wider than the stream channel, the culvert shall
include multiple boxes/pipes, baffles, benches and/or sills to maintain the natural width
of the stream channel. If multiple culverts/pipes/barrels are used, low flows shall be
accommodated in one culvert/pipe and additional culverts/pipes shall be installed such
that they receive only flows above bankfull.
Sheet 7 of 15 of the updated impact drawings has been provided with cross-section views
of the culvert crossing pipes at invert in and invert out to more clearly demonstrate that
the design mimics existing stream dimensions. The main culvert is to be buried at a
width proximate to the existing OHWM to maintain low flows and allow for passage of
aquatic life with additional culvert elevated to mimic floodplain height and flows.
4. Please note that all work must be done "in the dry". Therefore, dewatering methods will
be necessary to temporarily dewater the stream channel during culvert installation and
during utility line installation. Please provide a construction sequence and dewatering
details that show that dewatering is to be utilized at the site and the sequence of
construction events to be followed to ensure compliance with this condition. In addition,

please ensure that the location of the temporary impacts are shown on the construction
drawings and clearly indicated in the revised impact table.
Updated impact drawings depict temporary pump -around with dewatering construction
sequence added for bypass pumping (sheet 14 of 15). PCN impact tables are revised to
reflect the additional 24 if (0.002 ac) of temporary impact.
5. Please provide a stream restoration detail for the utility line installation stream impact
locations and a wetland restoration detail for utility line installation wetland impact
locations.
Updated impact drawings depict stream/wetland restoration detail and narrative (sheet 14
of 15).
6. Pursuant to 15A NCAC 02H.0506(b) "a 401 Water Quality Certification may only be
issued upon determining that the proposed activity will comply with state water quality
standards which includes designated uses, numeric criteria, narrative criteria and the
state's antidegradation policy, as defined in rules of 15A NCAC 02B .0200... In
assessing whether the proposed activity will comply with water quality standards, the
Division shall evaluate if the proposed activity: (2) would cause or contribute to a
violation of water quality standards; (3) would result in secondary or cumulative impacts
that cause or contribute to, or will cause or contribute to, a violation of water quality
standards;" Based on the current proposed plan the Division believes there is potential
for indirect impacts to Tributary 4 as all surface flow to this channel appears to be routed
to two SCMs which would discharge at the lower end of the project boundary. Please
either, include indirect impacts to Tributary 4 within the impact table and provide
mitigation for this section, provide hydrologic calculations to document that surface now
will continue to support the existing function of Tributary 4, or provide a monitoring plan
that will document existing conditions of Tributary 4 and post construction conditions.
Tributary 4 is characterized by small drainage area (estimated less than 10 acres) with
steep adjacent slopes and highly erodible soils. The tributary was formed as a result of
historic agricultural use resulting in rapid runoff, erosion, and gully formation which
eventually cut to depths intercepting the groundwater table terminating at the existing
head -cut. Overland surface run-off resulting from stormwater following precipitation
events are negligible contributor to the feature's functions.
7. Sheet 8 of 12 appears to show a proposed greenway crossing over Tributary 1. Please
clarify if there will be additional impacts as a result of the greenway at this location.
This section of greenway will consist of a 10 foot wide natural surface trail with elevated
boardwalk section for the stream crossing (Note added to sheet 9).
8. Sheet 10 of 12 shows a proposed waterline location within the limits of the Top of Bank
of Tributary 7. Standard 401 certification conditions require that: Any utility

construction corridor that is parallel to a stream or open water shall not be closer than 10
feet to the top of bank or ordinary high-water mark.
Sheets have been updated for clarity reflecting water line installation location being
immediately adjacent to the existing sewer easement and minimal clearing required for
maintenance of the additional easement with no less than 10' separation.

Project boundary (typ)
9
Ora Dr.-,, �,•:; ;/ j / ;� r� ;;' �� it ' //
J I Wetland 3000 - 0.03 ac
Wetland 2000 - 0.12 ac /,1/%%/�iii?f'i;, i / i ) /% i///%�=%l''ii+'h?��/�'
/ / / - r, l %/', i% v, / / /; / /" %1111,111fri....i,
rr
4
_i
Tributary 1 - 2810 LF
Tributary 6 - 800 LF
4 �
Tributary 5 - 20 LF
Wetland 4000 - 0.10 ac .
��-
Tributary 2 -65 LF f,;,/;
- /-= f • ��� /�=- \, ul � T t Iry 4 - 580 LF \I
100
lv
,.V,f�� Ifv I
t
Tributary 4 - 415 LF
A1A�''`'';
X
1
°❑°°❑ MERRICIC
❑❑❑
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
Wetland
Greenbriar Ridge
Cad: Scale: 1" = 350' N
GCeerar\a I I E•
0 175 350
Existing Conditions
Map
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
1 15
SHEET NO OF

Tributary 7 (offsite) - 445 LF
Project boundary (typ) —7-
LJ d
000
N b MERRICIC
0130
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
Greenbriar Ridge
Tributary 8 (offsite) - 275 LF
Tributary 1 (offsite) - 1265 LF
Approx. wetlands - 2.70 ac.
Scale: 1 = 350' N
0 175 350
Existing Conditions
Map
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
2 15
SHEET NO OF

Li 13
I
'%�//j
`'' Tributary 1 - 2810 LF
Project boundary (typ)
Ora
f
Wetland 3000 - 0.03 ac
Tributary 6 - 800 LF
Permanent impacts 1294 sf (0.03 ac) Y - , /��',� ti No impacts
See sheet 9 ' �/ ,y K { ��
a �
o�. \
Wetland 2000 - 0.12 ac
s - Tributary 5 - 20 LF
4/
Permanent impact 385 SF (0.009 ac) No impacts
See sheet 8 Tributary 1
Temporary impact 99 SF (0.002 ac)
See sheet 9
Wetland 4000 - 0.10 ac I
Tributary 2 - 65 LF No impacts
,�,I`,; p
No impacts _ ' / � 'I�i
Tributary 4 - 580 LF
No impacts
,
"Z 11 ' S
I�
Tributary 4 - 415 LF
No impacts
G
°❑°°❑ MERRICIC
❑❑❑
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
Tributary 1
Permanent impact 193 LF, 683 SF (0.016 ac)
Temporary impact 24 LF, 88 SF (0.002 ac)
L See sheet 5
r----\ A 1 11 1 "[ �
Wetland 1000 - 0.5 ac
I y,
Permanent impact 9838 SF (0.23 ac) {
See sheet 5
Greenbriar Ridge
. .• \I =
` I ,
Overall Site Plan
0 175 350 \�_�
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
3 15
SHEET NO OF

°❑°°❑ MERRICIC
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
Greenbriar Ridge
;ite) - 275 LF
)ffsite)
npact 60 SF (0.001 ac)
Dffsite) - 1265 LF
npact 8555 SF (0.20 ac)
npact (within ex. esmt) 8584 SF (0.20 ac)
1&12
Scale: 1" = 350' N
0 175 350
(l
Overall Site Plan
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
4 15
SHEET NO OF

\ — Greenway (typ) —
---- - '- - ----
� w
A
30' undisturbed TOB (typ)
stream buffer (typ)
---- W OWN
r � —
Prop. 134 LF 60" '
--- TOE (typ) Sol.,,
\ _ — RCP Culvert _
60" Culvert: 825.00 ��--- -- --'/% \f` --
,i 60" Culvert: 823.50
Channel: 824.00
84" Culvert: 823.00 - �- r(r'/ f Channel: 822.50
�� 84" Culvert: 821.50
1 \
" Tributary 1
ay r —
I/ r
` r SS ' SrS r r r r r r
r r T
r r ! ✓P r r
" \ r
,4 r " Prop. temporary
Prop. temporary r >r r
impervious dike impervious dike
I '
Prop. 134 LF 84"
Sewer relocation -- _ RCP CulvertI TT
r r
Tributary 1 "
Permanent impact 193 LF, 683 SF (0.016 ac)
Temporary impact 24 LF, 88 SF (0.002 ac)
— — \ —
Wetland 1000 - 0.5 ac _
Permanent impact 9838 SF (0.23 ac) Sc
Scale: 1" — 30'LL
�
15 30
°❑°°❑ MERRICIC
❑❑❑
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
wft�ww *,„-,
Greenbriar Ridge
Tributary 1 Stream
Impact
and Wetland 1000
Impact
(Plan View)
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
5 15
SHEET NO OF

Restore natural
channel bed depth
after construction
of culvert
1
830
Ex. grade
60" Culvert: 825.00 y
84" Culvert: 823.00
820
815-�-
0+00
°❑°°❑ MERRICIC
❑❑❑
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
Prop. grade
i — —I— 4— 1 1 � I
LF 6p RCP Culvert/I
134 LF 84 _RCP Culvert
Stream bed elev.
Greenbriar Ridge
1+00
M
830
Restore natural
channel bed depth
after construction
of culvert
60" Culvert: 823.50
84" Culvert: 821.50
820
-Lt-815
1+55
Tributary 1 Stream
Impact Exhibit
(Profile View)
Scale: 1" = 40'
0 20 40
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
6 15
SHEET NO OF

M
TOW: E
we]
60" RCP
Inv. 825.00
1
Inv. 823.00
TOW: 831.50
TOW:
830 830
84" RCP
84'
Ex. grade
12" embedment
12'
HW-1
815 (Facing Upstream to Down) 815 815
0+00 0+70 0+00
°❑°°❑ MERRICIC
❑❑❑
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
Greenbriar Ridge
Tributary 1 Stream
Impact Exhibit
(Section View)
00 1
E�3111]
we]
815
1+00 1+40
Scale: 1" = 40'
0 20 40
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
7 15
SHEET NO OF

I
1
_ 40000' _
ss
i
�J
TOE (typ)
TOB (typ)
YP,
-`-><
Wetland 2000 - 0.12 acPermanent impact 385 SF (0.009 ac.)
r, +
r \r �
1
i
\ ` / Ex. SS esmt. —
i
Ex. sanitary sewer line
-------------
-- r -- ��� ,Scale: 1" = 30'
,� Tributary 1 j I i i �� 30' undisturbed
i i I stream buffer (typ) 0 15 30
❑❑❑❑❑ MERRICIo Greenbriar Ridge Wetland 2000
❑❑❑
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
Impact Exhibit
(Plan View)
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
8 15
SHEET NO OF

�\ ---�— 11 �� I —
---------- I - - ----
Wetland 3000 - 0.03 ac ---
_ Permanent impact 1294 SF (0.03 ac.)
----------- -----
r
Retaining wall (by others) , , i-'-
� Greenway
v,
OWN=i-
�� / ------ — /-------
---�5-
s
\i Ex. SS esmt.
TOE (typ) , / / \� /��- _ - / __�\ Ex. sanitary sewer line
810-
TOB (typ)
_ Prop. temporary
/ ---- — impervious dikes 820
Tributary 1 -' / 4001-' -- _ -- ^`.\ I�I
,� Scale: 1" = 30' --------- 30' undisturbed
stream buffer (typ)
0 15 30 �
[3011 MERRICI� Greenbriar Ridge Wetland 3000
ppp Permanent Impact &
301 S. MCDOWELL STREET Tributary 1
SUITE 300 Temporary Impact
CHARLOTTE, NC 28204
PHONE [phone] (Plan View)
FAX [phone]
Tributary 1
Temporary impact 99 SF (0.002 ac)
10' natural surface trail
stream crossing to be a ;S
boardwalk section (by others).
No impact. ,
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
9 15
SHEET NO OF

onn
E
99 SF temporary impact
°❑°°❑ MERRICIC
❑❑❑
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
Stream bed e
Orin
0+00 0+42
Greenbriar Ridge
12
sanitary sewer
Tributary 1
Temporary Impact
Exhibit
(Profile View)
Scale: 1" = 40'
0 20 40
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
10 15
SHEET NO OF

III c� ' '\`\ I • • I • •I . I • 1 � ' 1 II I ' I'1 1 `I 1 \\ \\ \\ \l
1 \ \ \ I
\• I I I \ \\ 1 1 1
co
Tributary 7 •\��\• I' I� `� 12-111 I it 111 1 I
01
, j '
Iri' �,i / ll •f ' I / //i I i I l i i i i b�Oii' i
\
Permanent impact 8555 SF (0.20 ac)
\\\il ;t\\\ \\ \ ; Temporary impact (within ex. esmt) 8584 SF (0.20 ac)
�1 \; ; `�\ i`, \I`\ ' • ' / \\ \I \I 11 I II � I 1 I 1 j I i
1 I 1 \II \ `\`\ 1 , ' • •I �' I. \\�\ 1 I I I I 1 I 1 , /
v l I I I I I 1 1 1 /` • , ./ / /�'�)I '1 I I I I
j I II I I/'/ /' % % / ' '\ 1/./ 'I '�• I• I lI II I I I I I
I Iljl;I1//;1/ I � '-�' • �``� it ' j l � 11 � IIII / l I
TOB (typ) I
�0
1
I 1 1/ I Tributary 1
Prop. 10' utility esmt. (typ)�/� ,/' , �'�\ \ i li i i ( �\ TOE (typ) —
Prop. 8'WM (typ)
(collinear to ex. SS esmt. line) �,' �\\ \\\ \ \
\\ `\ \ `, \ 30' undisturbed
��/ /� I 1 i `\\ \\ \\ • /' '/ : : , h\\�,\\\ \ \\\\ \\\ stream buffer (typ)
/ // / % % � I � `\ . • � ' � ' ' 11� I II' I I II III i'
CO
/;//1 I I � I I • ;/' ' ' I . 'I II �II�III IIII%-� - 4
i I i i \ I\ I I ; ; a 11 •III l i ' Ex. SS esmt. (typ)
1
r f ) ` `\ l
' 1
It; \ '\ \\ Scale: 1" = 60'
Ex. sanitary sewer
IT 11o MERRICIV
❑❑❑
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
Greenbriar Ridge
Offsite Water Tie-in
Temporary &
Permanent Impacts
PROJECT No: 6512-1067
(Plan View) ISSUE DATE: 10/17/2023
11 15
SHEET NO OF

cp
Tributary 8 _ I - > / �ea $ -J
� J )
Permanent impact 8555 SF (0.20 ac)
Temporary impact (within ex. esmt) 8584 SF (0.20 ac)
`—� �� •�, ; I Tributary 1 (offsite)
Temporary impact 60 SF (0.001 ac)
\ �� \ �\ \\ •I \ , Open cut
11 1 I I I (,I
Tributary
I
Prop. temporaryCP 30' undisturbed
impervious dikes stream buffer t
Prop. 10' utility esmt. (typ)�111`'i'iI IY
- Co Prop. utility esmt.
Prop. 8" WM (typ) 11
(collinear to ex. SS esmt. line)
/
Ex. SS esmt. (typ)
—
Ex. sanitary sewer line �, I 1 TOE (typ)
�� /� TOB (typ)
; ,�/, 1 ' , ;,;�
Scale: 1" = 60'
hill II -
Tributary 7
[3013 MERRICI� Greenbriar Ridge Offsite Water Tie-in
p❑p Temporary &
301 S. MCDOWELL STREET Permanent Impacts PROJECT No: 6512-1067
SUITE 300 (Plan View) ISSUE DATE: 10/17/2023
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
12 15
SHEET NO OF

60 SF temporary impact
°❑°°❑ MERRICIC
❑❑❑
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
Stream bed E
C:- grade
0+00 0+50
Greenbriar Ridge
1�J
3" water main
Tributary 1
Temporary Impact
Exhibit
(Profile View)
Scale: 1" = 40'
0 20 40
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
13 15
SHEET NO OF

ENERGY
DISSIPATION
__ FLOW
IMPERVIOUS DIKE
\FLoW
DEWATERING
DEVICE
NOTE:
ANCHOR ALL PUMPS AND PIPES SECURELY
rig'
DISCHARGE HOSE
WORK AREA
0ille el21Ew 0
NOT TO SCALE
Dewatering Construction Sequence
1. Establish limits of disturbance with single-row/double-row silt fence in accordance with the site plans.
2. Make effort to conduct stream crossing work during a period of low flow.
3. Install bypass pump and dewatering device per above detail. Bypass pump should be properly stabilized
with gravel dissipation to prevent erosion.
4. Isolate project area with impervious dikes to keep project area free of flow. Install upstream impervious dike
and begin pump -around operations before installing downstream impervious dike. Note that all stream
impact work is to be done "in the dry".
5. Install culverts/utilities in accordance with the site plans.
6. Upon completion of stream impact work, excavate any accumulated sediment and remove the stream flow
diversion devices, beginning with the downstream impervious dike.
7. Install remaining specified erosion control measures, including seeding, stabilization, and
single-row/double-row silt fences, in accordance with the site plans.
°❑°°❑ MERRICIC
❑❑❑
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
Greenbriar Ridge
Dewatering
Construction
Sequence
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
14 15
SHEET NO OF

3 -0"
BACKFILL TOP OF BANK SECTION
T
OF MATTING WITH MIN 6" TOPSOIL
HERBACEOUS NATIVE PLANTS
TOP OF BANK
/
(MINIMUM OF 2 SPECIES) INSTALL IN
I \
TRIANGULAR PATTERN MATH 1 PLANT
1 / /
PER SQUARE FOOT
f
i
WOVEN COIR NET OVERLAY
(400 WEAVE) I&WP
PLANTING PATTERN
INSTALL ANCHORS
-I I
IN ACCORDANCE
MANUFACTURES
GL
SNTH PECIFICATIONS
le
W
SCOUR LINE I
�1Z
-I
II
m "
MATCH
Iil 11
0a
o
OHOTTI
W
0 INSTALL ANCHORS
p
a m
O O O IN ACCORDANCE
WITH MANUFACTURERS
0
w
� O
SPECIFICATIONS
N 0
3
CHANNEL
SUBSTRATE
MATERIAL
CREEK CROSSING CROSSING
RESTORATION
DETAIL
NOT TO SCALE
Stream/Wetland Restoration Notes
1. No waste, spoils, solids, or fill of any kind shall occur in the creek beyond the impact depicted in the site
plans.
2. Stockpile stream bed/wetland substrate material that is necessary to be excavated during construction.
Reestablish stream bed/wetland with original material upon completion of temporary impact.
3. Original grades through stream bed/wetland areas shall be restored after trenching and backfilling. Excess
fill materials shall be removed from these areas and spread in an upland, non-floodplain area.
4. Erosion control measures shall not be removed until site construction is complete and sufficient ground
cover is achieved to survive and inhibit erosion.
5. Seeding and stabilization composition and sequencing shall be in accordance with the site plans.
°❑°°❑ MERRICIC
❑❑❑
301 S. MCDOWELL STREET
SUITE 300
CHARLOTTE, NC 28204
PHONE [phone]
FAX [phone]
Greenbriar Ridge
StreamM/etland
Restoration Detail &
Narrative
PROJECT No: 6512-1067
ISSUE DATE: 10/17/2023
15 15
SHEET NO OF

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.
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 P
Fill
Bottomland Hardwood Forest
Yes
Corps
0.009
W2 P
Fill
Bottomland Hardwood Forest
Yes
Corps
0.03
W3 T
water line installation
Bottomland Hardwood Forest
Yes
Corps
0.2
W4 T
waterline temp constructio
Bottomland Hardwood Forest
Yes
Corps
0.2
W5 P
Road fill (T-1)
Bottomland Hardwood Forest
Yes/No
Corps
0.23
W6 T
"work in dry" pump around
Bottomland Hardwood Forest
No
Corps
0.002
2g. Total Wetland Impacts:
0.671
2h. Comments:
0.269 Total Permanent impacts. 0.402 Total Temporary impacts.
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
Tributary 1
PER
Corps
4
193
S2 T
sewer utility crossing
Tributary 1
PER
Corps
4
10
S3 T
sewer crossing (offsite)
Tributary 1
PER
Corps
4
10
S4 T
pump -around
Tributary 1
PER
Corps
4
24
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
237
3i. Comments:
Permanent stream impacts for road construction 193 If (0.016 ac)
Page 4 of 10
PCN Form — Version 1.4 January 2009

Legend
Q DRH_Greenbriar_RA
0 WL Polygon
Sewer Manhole
topo
Y
0 �(
1 I
Wetlands
1 0
�r
N
Ilk
"Wetland Sketch provided for illustrative
purposes for preliminary planning use only.
Not intended to be relied upon for exact
location, dimensions, or orientation. All
findings and assessments made by
wetland cons ultants'.regarding limits of
jurisdiction or permitting requirements are
subject to verification by the US Army
Corps of Engineers and other appropriate
state and local authorities.
'GPS approximations only, NOT surveyed
0 100 200 Feet
Sr'ILC.6rn 6i ,, 9 II
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WETLANDS
6 WATER9, INC.
Project Name:
Greenbriar Off -site Water
N
W E
S
caner eveoper:
DR Horton
City/County:
Statesville /Iredell/NC
Figure 1: Approximate Delineation of
Surface Waters and Wetlands
Tax s :
oor Ina es:
Let: 35.7833309°N Long: 80.8436382°W
Date:
12-08-22