20090501 Ver 2_More Info Received_20130319

li�jCWS
Carolina Wetland Services; Inc.-
550 East Westinghouse Boulevard
Charlotte, NC 28273
704 -527 -1177 - Phone
704 -527 -1133 - Fax
TO: Ms. Karen Higgins
NCDWQ — Wetlands and Stormwater Branch
512 N Salisbury St
9th Floor Archdale Building
Raleigh NC 27603
Date: - 03 -15 -13 - - — --
CWS Project #: 2013 -3098
LETTER OF TRANSMITTAL
MAR 1 9 2013
WE ARE SENDING YOU: ®Attached ❑Under separate cover via the following items:
❑ Prints ® Plans ® JD Package ❑ Specifications
❑ Copy of letter ❑ Change order ❑ Wetland Survey ® Other
IF ENCLOSURES ARE NOT AS NOTED. KINDLY NOTIFY US AT ONCE
lSVI� b
M&W
1
3/15/13 5
Application for WQC No. 3890
2
3/15/13 1
Application Fee Check ($570)
THESE ARE TRANSMITTED as checked below:
®For approval ❑Approved as submitted
®For your use ❑Approved as noted
❑As requested ❑Returned for corrections
❑For review au dcomment
❑Resubmit copies for approval
❑Submit copies for distribution
❑Return corrected prints
❑For your verification and signature
REMARKS: Karen. Please find attached five copies of the Preconstruction Notification and application for Water
Quality Certification for the Chestnut Place Project in Stallings NC. A check for the application fee is also attached
Copy to: File
Thank you,
omas Blackwell, PWS
Senior Scientist
NORTH CAROLINA - SOUTH CAROLINA

Corps Submittal Cover Sheet
11'11
Please provide the following info:
1. Project Name Chestnut Place
2. Name of Property Owner /Applicant: Carolina Development Solutions, LLC. Mr. Scott Twiddy
3. Name of Consultant/Agent: Carolina Wetlands Services, Inc., Mr. Gregg Antemann, PWS
*Agent authorization needs to be attached.
4. Related/Previous Action ID number(s): NWP 29: (SAW- 2009 - 00836)
5. Site Address: at the end of Privette Road in Stallings, NC
6. Subdivision Name: N/A
7. City: Stallings
8. County: Union
9. Lat: N35.30721 ° Long: W80.70690 (Decimal Degrees Please
10. Quadrangle Name: Matthews, NC, dated 1996
11. Waterway: UT of West Fork Twelvemile Creek
12. Watershed: Santee (HU# 03050103)
13. Requested Action:
X Nationwide Permit # 29
General Permit #
X Jurisdictional Determination Request
Pre - Application Request
The following information will be completed by Corps office:
Prepare File Folder
AID:
Assign number in ORM
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site/Waters Name:
Keywords:
Begin Date

[!I-1)CWS1
March 14, 2013
Mr. Steve Kichefski
U.S. Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801
550 E WESTINGHOUSE BLVD.
CHARLOTTE, NC 28273
866 - 527 -1177 (office)
704- 527 -1133 (fax)
Ms. Karen Higgins
NCDWQ — Wetlands and Stormwater Branch
1650 Mail Service Center
Raleigh, NC 27699
Subject: Pre - Construction Notification Pursuant to Nationwide Permit No. 29 and
Water Quality Certification No. 3890
Chestnut Place
Stallings, North Carolina
CWS Project No. 2013 -3098
The proposed residential subdivision, Chestnut Place, is located at the end of Privette Road in
Stallings, North Carolina (Figure 1. USGS Site Location Map, attached). The purpose of this project
is to develop approximately 22 acres into a single - family residential subdivision comprised of 54 lots.
A Nationwide Permit Number 29 (NWP 29) was issued for this project on May 26, 2009 (SAW -2009-
00836). This permit expired on May 26, 2011. Due to economic conditions, the project could not be
completed before the expiration of the permit. The property owner, Mr. Reece Gibson, now wishes to
proceed with development. Mr. Scott Twiddy of Carolina Development Solutions, LLC, has sub-
contracted Carolina Wetland Services, Inc. (CWS) to submit Section 404/401 permitting documents
for this project.
Applicant Name: Carolina Development Solutions, LLC. POC Mr. Scott Twiddy.
Mailing Address: 1932 Clark Elliott Street, Fort Mill, SC 29708
Phone Number of Owner /Applicant: 803 - 389 -3387
Street Address of Project: end of Privette Road in Stallings, NC
Tax Parcel ID: 07- 147 -149; 150; 151 A; 152A; 153A; 142C; 143G; 142A
Waterway: UT to West Fork Twelvemile Creek
Basin: Santee (HU# 03050103)
City: Stallings
County: Union
Decimal Degree Coordinate Location of Project Site: N35.0721 °, W80.70691
USGS Quadrangle Name: Matthews, NC dated 1996
Current Land Use
The project area is approximately 22 acres in extent and is comprised of undeveloped forested land.
Dominant vegetation within the project area consists of red maple (Acer rubrum), sweetgum
(Liquidambar styraciflua), loblolly pine (Pinus taeda), tulip poplar (Liriodendron tulipifera), red cedar
(Juniperus virginiana), Japanese honeysuckle (Lonicera japonica), and Japanese stilt grass
(Microstegium vimineum).
NORTH CAROLINA - SOUTH CAROLINA
WWW.CWS- INC.NET

Chestnut Place March 14, 2013
Nationwide Permit No. 29 Proiect No. 2013 -3098
According to the Soil Survey of Union County' (Figure 2. NRCS Soil Survey Map, attached), on -site
soils consist of Helena fine sandy loam, 2 -8% slopes (HeB), Appling sandy loam, 2 -8% slopes (ApB),
and Appling -Urban land complex, 2 -8% slopes (AuB). Helena soils -are moderately well drained and
are listed on the North Carolina Hydric Soils List for Union County and on the National Hydric Soils
List3 as having hydric inclusions ( Hydric Criteria 2B3). Appling soils are well drained and are upland
soils.
Jurisdictional Determination
On April 16, 2009, Mr. Leonard Rindner, PWS delineated jurisdictional waters of the U.S. within the
project area.
On February 14, 2013, CWS scientists Gregg Antemann, PWS and Thomas Blackwell, PWS re-
delineated Jurisdictional Waters of the U.S. within the project area. Jurisdictional areas were
delineated using the U.S. Army Corps of Engineers ( USACE) Routine On -Site Determination Method.
This method is defined in the 1987 Corps of Engineers Wetlands Delineation Manual4, with further
technical guidance from the Eastern Mountains & Piedmont Interim Regional Supplements. Wetland
Determination Data Forms representative of on -site wetland areas are attached as (DPI to DP3). A
Wetland Determination Data Form representative of non jurisdictional upland areas has been enclosed
as (DP4). The locations of these data points are identified as DPI, DP2, DP3, and DP4 on Figure 3
(attached).
Jurisdictional stream channels were classified according to recent USACE and North Carolina
Division of Water Quality ( NCDWQ) guidance. These classifications included sampling with a D-
shaped dip net, taking photographs, and defining approximate breakpoints (location at which a channel
changes classification) within each on -site stream channel. NCDWQ Stream Classification Forms
representative of Streams A, B, and C are attached (SCP1 to SCP3). The location of these stream
classification points are identified as SCP1, SCP2, and SCP3 on Figure 3 (attached).
The results of the on -site field investigation indicate that there are three jurisdictional stream channels
(Streams A, B, and C), five jurisdictional wetlands (Wetlands AA, BB, CC, DD, and EE), and one
jurisdictional open water area (Pond A) located within the project area (Figure 3, attached). On -site
streams are unnamed tributaries to West Fork Twelvemile Creek. Twelvemile Creek is within the Santee
River basin (HU# 03050103)6 and is classified as "Class C" waters by the NCDWQ. On -Site jurisdictional
waters are summarized in Table 1, below.
I United States Department of Agriculture, 1996. Soil Survey of Union County, North Carolina.
2 United States Department of Agriculture — Natural Resources Conservation Service, 1999. North Carolina Hydric Soils List, USDA-
NRCS North Carolina State Office, Raleigh
3 United States Department of Agriculture — Natural Resources Conservation Service, 2010. 2010 National Hydric Soils List by State
4 Environmental Laboratory. 1987. "Corps of Engineers Wetlands Delineation Manual ", Technical Report Y -87 -1, US Army Engineer
Waterways Experiment Station, Vicksburg, Mississippi.
s US Army Corps of Engineers, April 2012. Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Eastern
Mountains and Piedmont Region. US Amry Engineer Research and Development Center, Vicksburg, Mississippi.
6 "HU #" is the Hydrologic Unit Code. U.S. Geological Survey, 1974. Hydrologic Unit Map, State of North Carolina.
2

Chestnut Place March 14, 2013
Nationwide Permit No. 29 Proiect No. 2013 -3098
Table 1. Summary of On -Site Jurisdictional Waters
Jurisdictional
Feature
Jurisdiction
SCP
No.
NCDWQ Steam
Classification Score
Approx.
Length
Linear Feet
(it)
Approx
Acreage
( ac. )
USACE/EPA
Rapanos
Classification
Intermittent/
Perennial
Stream A
RPW
Perennial
SCP1
30.5
709
0.065
Stream B
RPW
Seasonal
SCP2
25
123
0.005
Stream C
RPW
Seasonal
SCP3
22.5
111
0.005
Stream Total
943
0.075
Jurisdictional
Feature
USACE/EAP Rapanos
Classification
Data Point (DP)
Approx
Acreage
ac.
Wetland AA
Adjacent Seasonal RPW
DPI
0.539
Wetland BB
Adjacent Seasonal RPW
DP2
0.005
Wetland CC
Adjacent Seasonal RPW
DP2
0.005
Wetland DD
Abutting RPW
DP3
0.015
Wetland EE
Abutting RPW
DP3
0.039
Wetland Total
0.603
Jurisdictional
Feature
USACE/EPA Rapanos
Classification
Data Point (DP)
Approx
Acreage
ac.
Pond A
Impoundment of Perennial
RPW A
N/A
0.315
Open Waters Total
0.315
Relatively Permanent Waters with Perennial Flow
Stream A flows southwest across the project area for approximately 167 linear feet before entering Pond A.
Stream A emerges from the pond and flows approximately 542 linear feet southwest across the project area
to an off -site confluence with West Fork Twelvemile Creek. Stream A exhibited a strong bed and bank,
moderate substrate sorting, moderate flow, moderate sinuosity, moderate depositional bars and benches,
and an average ordinary high water width of four feet. Stream characteristics indicate that continuous flow
is present year round in a typical year. Stream A was classified as a Relatively Permanent Water with
perennial flow (RPW) according to USACE/EPA guidance. Perennial RPW Stream A scored 30.5 out of a
possible 63 points on the NCDWQ Stream Classification Form, indicating perennial status (SCPI,
attached).
Relatively Permanent Waters with Seasonal Flow
Stream B flows south across the project area for approximately 123 linear feet to its confluence with
RPW Stream A. Stream B exhibited a moderate bed and bank, moderate substrate sorting, and an
average ordinary high water width of two feet. Stream B exhibited weak sinuosity, and weak
depositional bars and benches. Stream B was classified as an RPW with seasonal flow according to
USACE/EPA guidance. Seasonal RPW Stream B scored 25 out of a possible 63 points on the
NCDWQ Stream Classification Form, indicating intermittent/seasonal status (SPC2, attached).
Stream C flows south across the project area for approximately 111 linear feet before entering Pond A.
Stream C exhibited moderate sinuosity, and weak bed and bank, weak substrate sorting, and weak
3

Chestnut Place March 14, 2013
Nationwide Permit No. 29 Project No. 2013 -3098
depositional bars and benches. Stream C was classified as an RPW with seasonal flow according to
USACE/EPA guidance. Seasonal RPW Stream C scored 22.25 out of a possible 63 points on the
NCDDQ Stream Classification Form, indicating intermittent/seasonal status (SPC3, attached).
Wetlands
Wetland AA is approximately 0.0539 acre in extent, located directly upstream of Intermittent Stream B
(Figure 3, attached). Wetland AA exhibited low chroma soils (2.5 YR 5/2) with common prominent
mottles (5 YR 5/8) in the first foot of the soil profile. Wetland AA also exhibited saturation within the
upper 12 inches of the soil profile, wetland drainage patterns, water - stained leaves, and oxidized
rhizospheres. A Wetland Determination Data Form representative of Wetland AA is attached as DP1.
Wetland AA is connected to Intermittent Stream B via a non jurisdictional swale. Wetland AA was
therefore determined to be abutting Intermittent Stream B.
Wetlands BB and CC are both approximately 0.005 acre in extent, located directly abutting Seasonal
RPW Stream B and Seasonal RPW Stream C, respectively (Figure 3, attached). Wetlands BB and CC
exhibited low chroma soils (7.5 YR 4/3) in the first four inches and low chroma soils (IOYR 7/2) with
common prominent mottles (7.5YR 5/8) in the bottom six inches of the soil profile. Wetlands BB and
CC exhibited saturation in the upper six inches of the soil profile, wetland drainage patterns, and
oxidized rhizospheres. A Wetland Determination Data Form representative of Wetlands BB and CC is
attached as DP2.
Wetlands DD and EE are approximately 0.015 and 0.039 acre in extent, respectively. Wetland DD
and Wetland EE are located directly abutting Perennial RPW Stream A (Figure 3, attached). Wetlands
DD and EE exhibited low chroma soils (10YR 511) in the upper six inches of the soils profile with
prominent mottles (1 OYR 4/6). In the lower six inches of the soil profile, gleyed soils were exhibited
(Gley2 511 OG). Wetlands DD and EE exhibited saturation in the upper 12 inches of the soil profile,
sediment deposits, wetland drainage patterns, and oxidized rhizospheres. A Wetland Determination
Data Form representative of Wetland DD and EE is attached at DP3.
Open Waters
Pond A is an impoundment of Perennial RPW Stream A and is approximately 0.315 acre in extent.
Pond A was determined to be jurisdictional based on its surface water connection to Perennial RPW
Stream A.
Agency Correspondence
Cultural Resources and Protected Species
On April 16, 2009, Mr. Leonard Rindner, PWS delineated jurisdictional waters of the U.S. within the
project area. During this time, a survey for Schweinitz's Sunflower was conducted and no populations
were found. The National Register of Historic Places was also checked for cultural resources and none
were in the project vicinity. On May 26, 2009, Mr. Steve Chapin of the USACE- Asheville Field
Office, issued a NWP 29 for this project (SAW- 2009 - 00836). This permit supported the conclusion
that there is an absence of cultural resources and protected species in the project vicinity. A copy of
the original approved permit is attached.
4

Chestnut Place March 14, 2013
Nationwide Permit No. 29 Proiect No. 2013 -3098
Purpose and Need for the Project
The purpose of the project is to construct a single - family residential development consisting of 54 lots.
The proposed development will be connected to an existing subdivision to the south. The surrounding
area has been extensively developed with single family residential subdivisions. The project is
necessary to meet renewed demand for new houses in the South Charlotte area.
Avoidance and Minimization
Impacts to on -site jurisdictional waters of the U.S. have been reduced to the maximum extent practicable.
The Chestnut Place project has been designed to avoid impacts to jurisdictional waters wherever possible
and minimize the extent of necessary impacts to jurisdictional waters. The following paragraphs outline
the avoidance and minimization efforts undertaken during the planning and design phase of this project.
Avoidance
Jurisdictional Waters of the U.S. have been avoided wherever possible. Impacts to jurisdictional
waters are limited to three stream crossings for sanitary sewer, one road crossing of a stream and
wetland complex, and a limited amount of wetland fill necessary to develop the site. The proposed
road crossing is unavoidable due to the location of the existing access road. The proposed sewer
crossing is necessary in order to tie into an existing sewer line. Other constraints on the sewer route
were also taken into account. These constraints include site topography, and geology. In areas where
impacts to Jurisdictional Waters of the State are unavoidable, steps have been taken to minimize both
the extent and severity of the impacts.
Minimization
The construction easement for the sanitary sewer will be limited to 25 feet in width at all stream
crossings. The permanent maintained portion of the right -of -way (R/W) corridor will not exceed 10
feet in width at stream crossings. Proper sediment and erosion control measures will be used to
minimize disturbances to downstream waters. A sediment and erosion control plan is included in the
attached plan set. All unavoidable stream crossings will be at a near perpendicular angle. All channel
work will be constructed in the dry in accordance with Water Quality Certification No. 3890.
Proposed Impacts to Jurisdictional Waters
Stream Impacts
Unavoidable impacts to Jurisdictional Waters of the U.S. total 130 linear feet of impacts to Perennial
streams and 148 linear feet of impacts to unimportant intermittent streams. Permanent impacts consist of
80 linear feet of impacts to Perennial Stream A, and 123 linear feet of impacts to Unimportant
Intermittent Stream B (Figure 4, attached).
The 80 linear feet of permanent impacts to Perennial RPW Stream A are the result of a culvert installation
consisting of two 60" Reinforced Concrete Pipes (RCPs) set parallel (Figure 4, attached). One of the 60"
RCP's will be set 6 inches above the bed of the stream and will act as a floodplain culvert. This will
direct baseflow though the lower pipe and ensure that aquatic life passage is maintained. The lower pipe
will be buried per NCDWQ requirements. A detail of the culvert design in included as Figure 5
(attached). The culvert installation will allow for the passage of RPW Stream A underneath a proposed
road within the subdivision without widening current base flow conditions.
Temporary impacts to RPW Stream A are the result of two 25 -foot wide sewer line crossings (Figure 4,
attached). Temporary stream crossings will be stabilized using bioengineering and replanted with native

Chestnut Place March 14, 2013
Nationwide Permit No. 29 Proiect No. 2013 -3098
hardwood trees and shrubs. The use of rip rap will be limited to the greatest extent possible and there will
be no rip rap placed within the bed of the channel.
Permanent impacts to Unimportant Intermittent Seasonal RPW Stream B consist of 123 linear feet of
fill for construction of the community recreational facilities for the subdivision (Figure 4, attached).
Water from upstream wetland areas will be directed via pipes to Seasonal RPW Stream C.
Temporary impacts to Seasonal RPW Stream C are the result of one 25 -foot wide sewer line crossing
(Figure 4, attached). Temporary stream crossings will be stabilized using bioengineering and replanted
with native hardwood trees and shrubs. Stream impacts are summarized in Table 2.
Wetland Impacts
Unavoidable impacts to jurisdictional wetlands total approximately 0. 12 acre (Figure 4, attached).
Impacts are the result of filling of a portion of Wetland AA, Wetland BB, and portions of Wetlands
CC, DD, and EE. These impacts are necessary to accommodate building pads and roads. The
remaining on -site wetlands will be preserved. Wetland impacts are summarized in Table 2.
Table 2. Summary of Im acts to On -Site Jurisdictional Waters
6
Jurisdiction
Jurisdictional
Impact
NWP
Temporary/
Impact
Length
Impact Area
USACE/EPA
Feature
1ACEIEs
Intermittent/
Type
No.
Permanent
(LF)
(acres)
Classification
Perennial
Culvert
29
Permanent
80
0.007
Stream A
RPW
Perennial
Utility
Crossing
29
Temporary
50
0.004
Stream B
Seasonal RPW
Unimportant
Fill
29
Permanent
123
0.005
Intermittent
Stream C
Seasonal RPW
Unimportant
Utility
29
Temporary
25
0.001
Intermittent
Crossing
Total Stream Impacts
278 LF
0.017 acre
Total Permanent Stream Impacts
203 LF
0.012 acre
Wetland AA
Adjacent Seasonal RPW
Fill
29
Permanent
N/A
0.072
Wetland BB
Abutting Seasonal RPW
Fill
29
Permanent
N/A
0.005
Wetland CC
Abutting Seasonal RPW
Fill
29
Permanent
N/A
0.003
Wetland DD
Abutting RPW
Fill
29
Permanent
N/A
0.003
Wetland EE
Abutting RPW
Fill
29
Permanent
N/A
0.037
Total Wetland Impacts
0.12 acre
Total Permanent Wetland Impacts
0.12 acre
6

Chestnut Place March 14, 2013
Nationwide Permit No. 29 Proiect No. 2013 -3098
On behalf of our client, Carolina Development Solutions, LLC, CWS is submitting a Pre - Construction
Notification Application with attachments in accordance with the general conditions of and pursuant to
Nationwide Permit No. 29, (attached).
Water Quality
The site plan for this project has been approved by the Town of Stallings. The project received
Section 404/401 permit approval in 2009. Copies of the approved permits are attached. Due to
economic conditions the project was not completed before the expiration of these permits. The overall
percentage of impervious area for the proposed development is less than 24% of the total project area
and is enforced through deed restriction on all lots. As such, the project did not require water quality
BMPs when it was designed in 2009. In an effort to meet current permit requirements a storm water
plan has been developed for the project. As the existing site plan remains approved by the Town of
Stallings our client has taken an innovative approach to attempt to retrofit the development plan with
water quality features. This approach is based on the techniques described in NCDWQ's BMP
manual.
The proposed storm water plan will address water quality by constructing Infiltration Trenches with
Level Spreaders at FES 13 and 28 (Figure 7, attached). Both areas will have a 4'x100'x4' deep
infiltration trench leading to a level spreader. The level spreader will be installed a minimum of 30
feet from surface waters.
In addition, the remaining unimpacted area of Wetland AA will be preserved and serve as a storm
water wetland area. Per the supplemental form (attached), a storage capacity of 19,384 cubic feet is
required; the existing wetland area will provide a a minimum of 20,094 cubic feet, thus exceeding the
required capacity. A water quality plan is attached as Figure 7.
Compensatory Mitigation
Permanent impacts to jurisdictional waters of the U.S. have been limited to 80 linear feet of perennial
stream channel, 123 linear feet of unimportant intermittent stream channel, and 0.112 acre of
jurisdictional wetlands. Our client proposes the following mitigation for unavoidable impacts to
jurisdictional waters of the U.S.
Restoration of Stream Crossings
All areas disturbed by the work shall be re- graded to leave the area in a smooth condition, sloped for
drainage. All impacted stream channels and banks shall be stabilized with 100% biodegradable coir
fiber matting and plantings above the high water mark. Stabilized stream banks shall include all bank
areas disturbed by the work, a maximum of 20 feet upstream and 20 feet downstream of the sewer
crossing. Banks shall be restored to their original contours. The stream banks shall be stabilized with
biodegradable coir fiber matting. Plantings shall consist of dormant native live stakes conforming to
the Mecklenburg County SWIM requirements, and shall take place in the winter during the period
from November to March. The live stakes shall be planted so that buds point upward and
approximately 2 to 3 inches of wood is above the ground. Live stake species should include silky
dogwood, silky willow, and elderberry only.
Wetland Preservation
All remaining on -site wetlands will be preserved in perpetuity by deed restriction. Preserved wetlands
will total 0.45 acre (Figure 6, attached).

Chestnut Place March 14, 2013
Nationwide Permit No. 29 Proiect No. 2013 -3098
Stream and Wetland Enhancement
The dam for on -site Pond A is in poor condition. Our client proposes to remove the dam and drain the
pond. Both Perennial Stream A and Intermittent Stream B currently discharge into the pond. These
stream channels will be allowed to reestablish themselves naturally within the former pond bed. It is
estimated that this will result in the addition of approximately 180 linear feet of perennial stream channel
and approximately 137 linear feet of intermittent stream channel. It is also likely that wetlands may
become established in the bed of the former pond (Figure 6, attached). This area will be preserved as
open space and protected in perpetuity by deed restriction. Total impacts include 203 linear feet of
permanent stream impacts and 0.12 acre of permanent wetland impacts. Proposed mitigation is shown on
Figure 5 (attached) and is summarized in Table 3, below
Table 3. Summary of Proposed Mitigation
Proceed
Length
Mitigation
(LF)
Area (acres)
Type
Stream
317
N/A
Enhancement
Wetland
N/A
0.45
Preservation
Wetland
N/A
—0.13
Creation
Please do not hesitate to contact Gregg Antemann at 704 -527 -1177 or gregg @cws- inc.net should you
have any questions or comments regarding these findings.
Gregg C. Antemann, PWS
Principal Scientist
Kel Hines
Staff Scientist H
Enclosures: Figure 1. USGS Site Location Map
Figure 2. USDA -NRCS Union County Soil Survey
Figure 3. Approximate Jurisdictional Boundary Field Map
Figure 4. Proposed Impacts
Figure 5. Culvert Design Plans
Figure 6. Proposed Mitigation
Figure 7. Water Quality Plan
Request for Jurisdictional Determination Form
Agent Authorization Form
Pre - Construction Notification Pursuant to Nationwide Permit No. 29
NCDWQ Stream Classification Form (SCPI, SCP2, SCP3)
USACE Wetland Determination Data Form (DP1, DP2; DP3, DP4)
Preliminary Jurisdictional Determination Form
Design Plan Set
Wetland BUT Supplemental Worksheets
Agency Correspondence
CC: Mr. Scott Twiddy, Carolina Development Solutions, LLC
8

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t
4
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1 I
P -SD 33 (CB)
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11 - - - CHANNEL
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MAIN CHANNEL CHANNEL INVERT
0 +00 0 +50 P -SD 36 (CB) TO CONSIST OF TWO 60" RCP INVERT 8" I ELOW - } I V
PIPES PROPOSED HEADWALL TO BENCH El NATION _
BE DESIGNED BY OTHER AND 9 24100 3-000 -
SUBMITTED TOWN OF STALLINGS _- _. LLJ
ENGINEER PRIOR TO FINAL f - I V)
APPROVAL Q V °
CULVERT PLAN VIEW d a
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PLACE TEMPORARY SILT - FENCING
AROUND ALL LOW SIDES OF EACH LOT
THAT MAY RECEIVE UPSTREAM
RUNOFF. SEDIMENT LADEN
STORMWATER RUNOFF SHALL NOT
IMPACT ADJACENT LOTS OR NATURAL
FEATURES.
PROPOSED INFILTRATION TRENCH 4'x100' x4' DEEP
FROM FES FES TO LEVEL SPREADER. A 30' \
CLEARANCE FROM SURFACE WATERS TO EDGE OF
THE LEVEL SPREADER MUST BE MAINTAINED.
ywww - TRAIELL
fOBB/4f1 /
PARCEL W O7- fI7 -1�11.
TEMPORARY SEDIMENT TRAP 42 TO BE INSTALLED
PRIOR TO CONSTRUCTION ON LOTS 42 &43. UPON .� •.
COMPLETION ON LOTS 42 &43, NOTIFY INSPECTOR / 6
OF COMPLETION & CLOSE BASIN AFTER APPROVAL.
J
PROPOSED INFILTRATION TRENCH 4'x100' x4' DEEP - - -
FROM FES TO LEVEL SPREADER. A 30'
CLEARANCE FROM SURFACE WATERS TO EDGE OF - -
THE LEVEL SPREADER MUST BE MAINTAINED.
BASIN TO REMAIN INPLACE FOR THE ENTIRE
CONSTRUCTION ACTIVITY TIMESPAN. NOTIFY
INSPECTOR OF COMPLETION & CLOSE BASIN AFTER
APPROVAL.
DOUBLE ROW OF
SILT FENCING W/
]RAP 64
Z
5' SEPARATION (TIP)
A: 38,768 S.F. 0.40 ACRES,
C: 5 MIN, C - 0.90, i= 7.03
C: 5 MIN, C 0.90, 1- 7.03
/14 CR..* r
10 - 5.63 CFS
10 a 2.53 CFS
P -SD 28
A REQUIRED -
A REWIRED -
PROPOSED
35 S.F. X 5.63 CFS -2,449 S.F.
35 S.F. x 2.53 CFS -1,101 S.F.
INFILTRATION
VAILABLE STORAGE BY SURFACE AREA
P -SD 28 (FES) 1 l / l l I
XNAiN P. % /Il
l / / ,
4� • i
A O 679 = 1297
llll / T/
/
;/ I �'s :
/
IIf
PARCCL m D 14 I,p4
i Y
LOCATED A
A O 661 = 2053
BASIN TO REMAIN INPLACE FOR LOT 44 &46 BUT
li 4 \\ \ \•
y
�y/ Rak'r /J _
T
REMOVED PRIOR TO CONSTRUCTION ON LOT 45
HOME CONSTRUCTION ACTIVITIES. NOTIFY
UME PROVIDED - 3,729 C.F.
LUME PROVIDED - 3,729 C.F.
WATERS.
EPTH - 3'
EPTH = 3'
/ -� '
/Oj
INSPECTOR OF COMPLETION & CLOSE BASIN AFTER
APPROVAL.
II'
IR LENGTH - 4'
IR LENGTH = 4'
,J a
EST - 782.50 EXCAVATION - 2'
PROPOSED INFILTRATION TRENCH 4'x100' x4' DEEP
FROM FES FES TO LEVEL SPREADER. A 30' \
CLEARANCE FROM SURFACE WATERS TO EDGE OF
THE LEVEL SPREADER MUST BE MAINTAINED.
ywww - TRAIELL
fOBB/4f1 /
PARCEL W O7- fI7 -1�11.
TEMPORARY SEDIMENT TRAP 42 TO BE INSTALLED
PRIOR TO CONSTRUCTION ON LOTS 42 &43. UPON .� •.
COMPLETION ON LOTS 42 &43, NOTIFY INSPECTOR / 6
OF COMPLETION & CLOSE BASIN AFTER APPROVAL.
J
PROPOSED INFILTRATION TRENCH 4'x100' x4' DEEP - - -
FROM FES TO LEVEL SPREADER. A 30'
CLEARANCE FROM SURFACE WATERS TO EDGE OF - -
THE LEVEL SPREADER MUST BE MAINTAINED.
BASIN TO REMAIN INPLACE FOR THE ENTIRE
CONSTRUCTION ACTIVITY TIMESPAN. NOTIFY
INSPECTOR OF COMPLETION & CLOSE BASIN AFTER
APPROVAL.
PROPOSED
INFILTRATION
TRENCH
4'x100'x4' DEEP
/ � f
t
�s
kles7wr ACE PHASE
�1
zaROCK
CONSTRUCTION
ENTRANCE
PROPOSED INFILTRATION TRENCH - FES `P -SD 13 (FES)
P -SD 13 PROPOSED LEVEL SPREADER.
SCALE 1:50 LOCATED A MINIMUM OF 30'
bG C FROM SURFACE WATERS.
rrrr��
]RAP 64
Z
A: 38,768 S.F. 0.89 ACRES.
A: 38,768 S.F. 0.40 ACRES,
C: 5 MIN, C - 0.90, i= 7.03
C: 5 MIN, C 0.90, 1- 7.03
PROPOSED INFILTRATION TRENCH - FES
TP'ROPOSEID
10 - 5.63 CFS
10 a 2.53 CFS
P -SD 28
A REQUIRED -
A REWIRED -
PROPOSED
35 S.F. X 5.63 CFS -2,449 S.F.
35 S.F. x 2.53 CFS -1,101 S.F.
INFILTRATION
VAILABLE STORAGE BY SURFACE AREA
VAILABLE STORAGE BY SURFACE AREA
TRENCH
A O 679 = 1297
/, /
- - -- -- SPREADER.
A O 680 1660
A O 683 = 874
LOCATED A
A O 661 = 2053
A O 684 = 1163
MINIMUM IF 30'
A O 682 2474
A O 685: 1483
FROM SURFACE
UME PROVIDED - 3,729 C.F.
LUME PROVIDED - 3,729 C.F.
WATERS.
EPTH - 3'
EPTH = 3'
cD
DTH X LENGTH - 31 X 80
DTH X LENGTH = 25 X 60
PROPOSED
INFILTRATION
TRENCH
4'x100'x4' DEEP
/ � f
t
�s
kles7wr ACE PHASE
�1
zaROCK
CONSTRUCTION
ENTRANCE
PROPOSED INFILTRATION TRENCH - FES `P -SD 13 (FES)
P -SD 13 PROPOSED LEVEL SPREADER.
SCALE 1:50 LOCATED A MINIMUM OF 30'
bG C FROM SURFACE WATERS.
rrrr��
la
PLACE TEMPORARY STOCKPILE
LOCATIONS WHERE MATERIAL CAN BE
STABILIZED WITH SILT FENCING, SEEDING,
STRAW AND EASILY ACCESSIBLE.
JONATHAN P. KNIGHT
1IBJ/142
PARCEL 1D 07 -147 -141
�,_ \ ♦_ „NNER 1 GVERRERO
5760/710
PARCEL b 07- 147 -1428
PLACE TEMPORARY STABILIZED
STONE CONSTRUCTION ENTRANCES
WHERE THE PERMANENT CONCRETE
DRIVES WALL BE LOCATED.
_ e
EXISTING WETLANDS TO BE UTILIZED AS A /
\ STORMWATER WETLAND AREA. _. CALLONNOOD IV
% �d
ILT EN
�OCK \�OZLTLF�
\
l!
n
REVISIONS
TEMPORARY SEDIMENT TRAP 90 TO BE INSTALLED
PRIOR TO CONSTRUCTION ON LOTS 89 AND 90.
NOTFY INSPECTOR OF COMPLETION & CLOSE
BIASN AFTER APPROVAL.
BASIN TO REMAIN INPLACE FOR CONSTRUCTION ON
LOTS 75 TO 88, NOTIFY INSPECTOR OF
COMPLETION & CLOSE BASIN AFTER APPROVAL.
t
\��
4444 \\ \\ IK. \4414$ \\\ \ \\
\\ \ \\ \ \ \ \ 4 i 1l\\ \ \ 4 \ i ! � _ � X114 / 1 ! \
.\ \\\ 1 I �/ / - / / / 1
• s \ \ \ 1 \!CHts7NUk §utS I / / / / / --
\
TEMPORARY SEDIMENT TRAP 64 TO BE INSTALLED ` 4 iiii \,\ \ /
TEMPORARY SEDIMENT TRAP 74 TO BE INSTALLED
PRIOR TO CONSTRUCTION ON LOTS 64,65 AND PRIOR TO CONSTRUCTION ON LOT 74. UPON
AMENITY CENTER. UPON COMPLETION ON THOSE COMPLETION ON LOT 74, NOTIFY INSPECTOR OF
LOTS, NOTIFY INSPECTOR OF COMPLETION & CLOSE COMPLETION & CLOSE BASIN AFTER APPROVAL.
BASIN AFTER APPROVAL.
TEMPORARY SEDIMENT TRAP 70 TO BE INSTALLED
PRIOR TO CONSTRUCTION ON LOTS 70 -73. UPON
COMPLETION ON THOSE LOTS, NOTIFY INSPECTOR
OF COMPLETION & CLOSE BASIN AFTER APPROVAL.
1. INSTALL BASIN & MAINTAIN STABILIZATION AT ALL
TIMES.
2. MAINTAIN/NSTALL DIVERSION DITCH /CLEANWATER
DIVERSION
3. CONSTRUCT UPSTREAM LOTS PRIOR TO BEGINNING
CONSTRUCTION ON BASIN LOT.
4. MAINTAIN ALL EROSION CONTROL MEASURES.
5. STABILIZE ALL UPSTREAM CONTRIBUTING AREAS.
6. NOTIFY INSPECPECTOR & REDDEST INSPECTION.
7. AFTER INSPECTION APPROVAL, CLOSE BASIN.
AND BEGIN HOME CONSTRUCTION FOR BASIN LOT.
ADDITIONAL FRO';ION CON ROL MEASURES
• ALL TRAPS/BASINS MUST BE STABILIZED IMMEDIATELY
AFTER INSTALLATION.
• FIELD ADJUST THE TEMPORARY DIVERSION DITCHES
SUCH THAT FLOW ENTERS THE TRAPS AT THE ENDS
OPPOSITE THE OUTLET TO THE MAXIMUM EXTENT
POSSIBLE.
• COIR MESH BAFFLES SHALL BE USED ON ALL TRAPS.
ADDITIONAL EROSION CONTROL MEASURES
• ALL TRAPS /BASINS MUST BE STABILIZED
IMMEDIATELY AFTER INSTALLATION.
• FIELD ADJUST THE TEMPORARY DIVERSION DITCHES
SUCH THAT FLOW ENTERS THE TRAPS AT THE
ENDS OPPOSITE THE OUTLET TO THE MAXIMUM
EXTENT POSSIBLE.
• COIR MESH BAFFLES SHALL BE USED ON ALL
TRAPS.
LEGEND:
BOUNDARY AIl6'J7'4a
357.50
FEMA 4AP FLOOD PLAIN LINE
PROP. SETBACKS -
PRO SS EASEMENT
PROP. SDE
PROP. 5' SIDEWALK & HC RAMP- --- - --
PROP. ASPHALT PAVEMENT '
PROP. OPEN SPACE
louuf uI102. 19.201131UwuN.
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summit
o IT d s e r v i c e
P.O. BOX 7442
CHARLOTTE. NC 28241
OFFICE: 704.504.1717
FAX: [phone]
WWW.SUMMI T- COMPANIES .COM
]RAP 64
Z
A: 38,768 S.F. 0.89 ACRES.
A: 38,768 S.F. 0.40 ACRES,
C: 5 MIN, C - 0.90, i= 7.03
C: 5 MIN, C 0.90, 1- 7.03
PROPOSED INFILTRATION TRENCH - FES
TP'ROPOSEID
10 - 5.63 CFS
10 a 2.53 CFS
P -SD 28
A REQUIRED -
A REWIRED -
SCALE 1:50
35 S.F. X 5.63 CFS -2,449 S.F.
35 S.F. x 2.53 CFS -1,101 S.F.
0 SG
VAILABLE STORAGE BY SURFACE AREA
VAILABLE STORAGE BY SURFACE AREA
LEVEL
A O 679 = 1297
A O 682 = 615
- - -- -- SPREADER.
A O 680 1660
A O 683 = 874
LOCATED A
A O 661 = 2053
A O 684 = 1163
MINIMUM IF 30'
A O 682 2474
A O 685: 1483
FROM SURFACE
UME PROVIDED - 3,729 C.F.
LUME PROVIDED - 3,729 C.F.
WATERS.
EPTH - 3'
EPTH = 3'
cD
DTH X LENGTH - 31 X 80
DTH X LENGTH = 25 X 60
IR LENGTH - 4'
IR LENGTH = 4'
EST - 679.50 EXCAVATION - 2.5'
EST - 782.50 EXCAVATION - 2'
LM UKAKY 5LUIMLN] TRAP 66
A: 38,768 S.F. 0.89 ACRES,
EMPORARY SEDIMENT THAW ITT
A: 34,846 S.F. 0.80 ACRES,
MPORAKY 5LDIMLNT TRAP 74
A: 36,590 S.F. 0.84 ACRES,
IT TRAP 90
A: 23,522.4 S.F. 0.54 ACRES,
C: 5 MIN, C - 0.90, 1- 7.03
C: 5 MIN, C - 0.90, 1= 7.03
C: 5 MIN. C - 0.90, 1- 7.03
C: 5 MIN, C - 0.90. 1- 7.03
10 = 5.63 CFS
10 - 5.06 CFS
10 - 5.31 CFS
10 - 3.42 CFS
A REOUIRED =
A REQUIRED -
A REQUIRED -
A REQUIRED =
35 S.F. X 5.63 CFS =2,449 S.F.
35 S.F. X 5.06 CFS =2,201 S.F.
35 SF. X 5.31 CFS =2,310 S.F.
35 S.F. X 3.42 CFS =1,488 S.F.
VAILABLE STORAGE BY SURFACE AREA
VAILABLE STORAGE BY SURFACE AREA
VAILABLE STORAGE BY SURFACE AREA
VAILABLE STORAGE BY SURFACE AREA
A O 697 = 1297
A O 710 - 1262
A O 713 - 1262
A O 722 - 761
A O 698 = 1660
A O 711 - 1601
A O 714 - 1601
A O 723 - 1065
A O 699 = 2053
A O 712 - 1971
A O 715 - 1971
A O 724 - 1401
A O 700 - 2474
A O 713 - 2368
A O 716 - 2368
A O 725 - 1764
UME PROVIDED = 3,729 C.F.
UME PROVIDED - 3.729 C.F.
UME PROVIDED = 3,729 C.F.
UME PROVIDED = 3,729 C.F.
PTH - 3'
EPTH - 3'
EPTH - 3'
EPTH - S
DTH x LENGTH - 31 x 80
DTH x LENGTH - 33 X 72
DTH X LENGTH - 33 X 72
DTH X LENGTH - 25 X 72
IR LENGTH - 4'
IR LENGTH - 4'
IR LENGTH - 4'
IR LENGTH - 4'
REST - 710.50 EXCAVATION - 2'
EST - 710.50 EXCAVATION - 2'
REST - 713.50 EXCAVATION - 0'
EST - 722,50 EXCAVATION = 1.5'
la
PLACE TEMPORARY STOCKPILE
LOCATIONS WHERE MATERIAL CAN BE
STABILIZED WITH SILT FENCING, SEEDING,
STRAW AND EASILY ACCESSIBLE.
JONATHAN P. KNIGHT
1IBJ/142
PARCEL 1D 07 -147 -141
�,_ \ ♦_ „NNER 1 GVERRERO
5760/710
PARCEL b 07- 147 -1428
PLACE TEMPORARY STABILIZED
STONE CONSTRUCTION ENTRANCES
WHERE THE PERMANENT CONCRETE
DRIVES WALL BE LOCATED.
_ e
EXISTING WETLANDS TO BE UTILIZED AS A /
\ STORMWATER WETLAND AREA. _. CALLONNOOD IV
% �d
ILT EN
�OCK \�OZLTLF�
\
l!
n
REVISIONS
TEMPORARY SEDIMENT TRAP 90 TO BE INSTALLED
PRIOR TO CONSTRUCTION ON LOTS 89 AND 90.
NOTFY INSPECTOR OF COMPLETION & CLOSE
BIASN AFTER APPROVAL.
BASIN TO REMAIN INPLACE FOR CONSTRUCTION ON
LOTS 75 TO 88, NOTIFY INSPECTOR OF
COMPLETION & CLOSE BASIN AFTER APPROVAL.
t
\��
4444 \\ \\ IK. \4414$ \\\ \ \\
\\ \ \\ \ \ \ \ 4 i 1l\\ \ \ 4 \ i ! � _ � X114 / 1 ! \
.\ \\\ 1 I �/ / - / / / 1
• s \ \ \ 1 \!CHts7NUk §utS I / / / / / --
\
TEMPORARY SEDIMENT TRAP 64 TO BE INSTALLED ` 4 iiii \,\ \ /
TEMPORARY SEDIMENT TRAP 74 TO BE INSTALLED
PRIOR TO CONSTRUCTION ON LOTS 64,65 AND PRIOR TO CONSTRUCTION ON LOT 74. UPON
AMENITY CENTER. UPON COMPLETION ON THOSE COMPLETION ON LOT 74, NOTIFY INSPECTOR OF
LOTS, NOTIFY INSPECTOR OF COMPLETION & CLOSE COMPLETION & CLOSE BASIN AFTER APPROVAL.
BASIN AFTER APPROVAL.
TEMPORARY SEDIMENT TRAP 70 TO BE INSTALLED
PRIOR TO CONSTRUCTION ON LOTS 70 -73. UPON
COMPLETION ON THOSE LOTS, NOTIFY INSPECTOR
OF COMPLETION & CLOSE BASIN AFTER APPROVAL.
1. INSTALL BASIN & MAINTAIN STABILIZATION AT ALL
TIMES.
2. MAINTAIN/NSTALL DIVERSION DITCH /CLEANWATER
DIVERSION
3. CONSTRUCT UPSTREAM LOTS PRIOR TO BEGINNING
CONSTRUCTION ON BASIN LOT.
4. MAINTAIN ALL EROSION CONTROL MEASURES.
5. STABILIZE ALL UPSTREAM CONTRIBUTING AREAS.
6. NOTIFY INSPECPECTOR & REDDEST INSPECTION.
7. AFTER INSPECTION APPROVAL, CLOSE BASIN.
AND BEGIN HOME CONSTRUCTION FOR BASIN LOT.
ADDITIONAL FRO';ION CON ROL MEASURES
• ALL TRAPS/BASINS MUST BE STABILIZED IMMEDIATELY
AFTER INSTALLATION.
• FIELD ADJUST THE TEMPORARY DIVERSION DITCHES
SUCH THAT FLOW ENTERS THE TRAPS AT THE ENDS
OPPOSITE THE OUTLET TO THE MAXIMUM EXTENT
POSSIBLE.
• COIR MESH BAFFLES SHALL BE USED ON ALL TRAPS.
ADDITIONAL EROSION CONTROL MEASURES
• ALL TRAPS /BASINS MUST BE STABILIZED
IMMEDIATELY AFTER INSTALLATION.
• FIELD ADJUST THE TEMPORARY DIVERSION DITCHES
SUCH THAT FLOW ENTERS THE TRAPS AT THE
ENDS OPPOSITE THE OUTLET TO THE MAXIMUM
EXTENT POSSIBLE.
• COIR MESH BAFFLES SHALL BE USED ON ALL
TRAPS.
LEGEND:
BOUNDARY AIl6'J7'4a
357.50
FEMA 4AP FLOOD PLAIN LINE
PROP. SETBACKS -
PRO SS EASEMENT
PROP. SDE
PROP. 5' SIDEWALK & HC RAMP- --- - --
PROP. ASPHALT PAVEMENT '
PROP. OPEN SPACE
louuf uI102. 19.201131UwuN.
pR��,...C...„. "/ti �i �.`�,pPt�i,T•e I/ i
'b �`•�v i
i�''4j' 1111 1 �„���� 4'�T "ZIT" EE PP
1111111117
//A& .
summit
o IT d s e r v i c e
P.O. BOX 7442
CHARLOTTE. NC 28241
OFFICE: 704.504.1717
FAX: [phone]
WWW.SUMMI T- COMPANIES .COM
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AGENT CERTIFICATI ®N OF AUTHORIZATI ®N
I, Scott Twiddy, representing Carolina Development Solutions, LLC, hereby certify that
I have authorized Gregg C. Antemann and Carolina Wetland Services, Inc. to act on
my behalf and take all actions necessary to the processing, issuance, and acceptance of
this request for wetlands determination / permitting and any and all standard and special
conditions attached.
We hereby certify that the above information submitted in this application is true and
accurate to the best of our knowledge.
Applicant's signature
:31141ty.
Date
Agent's signature
03/14/13
Date
Completion of this form will allow the agent to sign all future application correspondence.

REQUEST FOR JURISDICTIONAL DETERMINATION
DATE: FgbruM 21, 2013
COUNTY Union County. North Carolina TOTAL ACREAGE OF TRACT +/- 22 acres
PROJECT NAME (if applicable) Chestnut Place
PROPERTY OWNER/APPLICANT (name, address and phone):
Mr. Scott Twiddy. Carolina Development Solutions, LLC
1932 Clark Elliott Street
Fort Mill, SC 29708
803 - 389 -3387
NAME OF CONSULTANT, ENGINEER, DEVELOPER (if applicable):
Carolina Wetland Services, Inc.
POC: Mr. Gregg C. Antemann. PWS at (704) 527 -1177
550 E. Westinghouse Blvd.
Charlotte, North Carolina 28273
STATUS OF PROJECT (check one):
( ) On -going site work for development purposes
( X) Project in planning stages
(Type of project: residential development )
( ) No specific development planned at present
( ) Project already completed
(Type of project: 1
ADDITIONAL INFORMATION REQUIRED:
Check items submitted - forward as much information as is available. At a minimum, the following first two items must be
forwarded.
(X) Figure 1. USGS 7.5- Minute Matthews and Bakers, NC Topographic Quadrangles
(X) Figure 2. USDA -NRCS Mecklenburg County Soil Survey
(X) Figure 3. Approximate Jurisdictional Boundary Field Map
(X) Pre- Construction Notification Pursuant to Nationwide Permit No. 29
(X) NCDWQ Stream Classification Forms (SCP1, SCP2, SCP3)
(X ) USACE Wetland Determination Data Form (DP 1, DP2, DP3, DP4)
(X ) Preliminary Jurisdictional Determination Form
Signature of Property Owner or
Authorized Agent
Mr. Gregg C. Antemann,
PWS

o <
1D9 -050A V ,
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification C Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps:
®Section 404 Permit E] Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
le. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® 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
® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Chestnut Place II
2b. County:
Union County
2c. Nearest municipality / town:
Stallings
2d. Subdivision name:
Chestnut Place II
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Mr. E. Reece Gibson
3b. Deed Book and Page No.
3024, 401; 2045, 574; 4096, 140; 3793, 243; 3793, 240; 4370, 126; 4370, 126; 3805,
444;3802,801
3c. Responsible Party (for LLC if
applicable):
Mr. E. Reece Gibson
liZz
3d. Street address:
4512 River Road
3e. City, state, zip:
Stanfield, NC 28163
704 - 888 -8376 MAR
3f. Telephone no.:
3g. Fax no.:
704 - 888 -1861
3h. Email address:
N/A ' 2".2—v
Page 1 of 12
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ® Other, specify: Owner retained LLC
4b. Name:
Mr. Scott Twiddy
4c. Business name
(if applicable):
Carolina Development Solutions, LLC
4d. Street address:
1932 Clark Elliot Street
4e. City, state, zip:
Fort Mill, SC 29708
4f. Telephone no.:
803 - 389 -3387
4g. Fax no.:
800 - 980 -4077
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Gregg C. Antemann, PWS
5b. Business name
(if applicable):
Carolina Wetland Services, Inc.
5c. Street address:
550 E. Westinghouse Blvd.
5d. City, state, zip:
Charlotte, NC 28273
5e. Telephone no.:
704 - 527 -1177
5f. Fax no.:
704 - 527 -1133
5g. Email address:
gregg @cws- inc.net
Page 2 of 12
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
07- 147 -149; 150; 151A; 152A; 153A; 142C; 143G; 142A
1 b. Site coordinates (in decimal degrees):
Latitude: 35.0721 Longitude: - 80.7069
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
+/- 22 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
UT of West Fork Twelvemile Creek
2b. Water Quality Classification of nearest receiving water:
Class C
2c. River basin:
Santee (HU# 03050103)
Page 3 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 project area is approximately 22 acres in extent and is comprised of undeveloped forested land. Dominant
vegetation within the project area consists of red maple (Ater rubrum), sweetgum (Liquidambar styraciflua), loblolly pine
(Pinus taeda), tulip poplar (Lidodendron tulipifera), red cedar (Juniperus virginiana), Japanese honeysuckle (Lonicera
japonica), and Japanese stilt grass (Microstegium vimineum. General land use in the vicinity of the project is forested;
distrubed; new and existing residential subdivisions.
3b.
List the total estimated acreage of all existing wetlands on the property:
Approximately 0.603 acres.
3c.
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
709 LF of perennial stream channel and 234 LF of intermittent, seasonal stream channel
3d.
Explain the purpose of the proposed project:
The purpose of the project is to construct a single - family residential development consisting of 54 lots. The proposed
development will be connected to an existing subdivision to the south. The surrounding area has been extensively
developed with single family residential subdivisions. The project is necessary to meet renewed demand for new houses
in the South Charlotte area.
3e.
Describe the overall project in detail, including the type of equipment to be used:
Unavoidable impacts to Jurisdictional Waters of the U.S. total 130 linear feet of impacts to Perennial streams and 148
linear feet of impacts to unimportant intermittent streams. Permanent impacts consist of 80 linear feet of impacts to
Perennial Stream A, and 123 linear feet of impacts to Unimportant Intermittent Stream B (Figure 4, attached).
The 80 linear feet of permanent impacts to Perennial RPW Stream A are the result of a culvert installation consisting of
two 60" Reinforced Concrete Pipes (RCPs) set parallel (Figure 4, attached). One of the 60" RCP's will be set 6 inches
above the bed of the stream and will act as a floodplain culvert. This will direct baseflow though the lower pipe and
ensure that aquatic life passage is maintained. The lower pipe will be buried per NCDWQ requirements. A detail of the
culvert design in included as Figure 5 (attached). The culvert installation will allow for the passage of RPW Stream A
underneath a proposed road within the subdivision.
Temporary impacts to RPW Stream A are the result of two 25 -foot wide sewer line crossings (Figure 4, attached).
Temporary stream crossings will be stabilized using bioengineering and replanted with native hardwood trees and shrubs.
The use of rip rap will be limited to the greatest extent possible and there will be no rip rap placed within the bed of the
channel.
Permanent impacts to Unimportant Intermittent Seasonal RPW Stream B consist of 123 linear feet of fill for construction
of the community recreational facilities for the subdivision (Figure 4, attached). Water from upstream wetland areas will
be directed via pipes to Seasonal RPW Stream C.
Temporary impacts to Seasonal RPW Stream C are the result of one 25 -foot wide sewer line crossing (Figure 4,
attached). Temporary stream crossings will be stabilized using bioengineering and replanted with native hardwood trees
and shrubs. Stream impacts are summarized in Table 2.
Unavoidable impacts to jurisdictional wetlands total approximately 0.12 acre (Figure 4, attached). Impacts are the result
of filling of a portion of Wetland AA, Wetland BB, and portions of Wetlands CC, DD, and EE. These impacts are
necessary to accommodate building pads and roads. The remaining on -site wetlands will be preserved. Wetland
impacts are summarized in Table 2.
All channel work will be constructed in the dry in accordance with Water Quality Certification No. 3890. A track hoe and
other typical construction equipment will be used to construct this project.
4.
Jurisdictional Determinations
4a.
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes El No El Unknown
project (including all prior phases) in the past?
Comments:
4b.
If the Corps made the jurisdictional determination, what type
®preliminary E] Final
of determination was made?
4c.
If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Leonard S. Rindner, PLLC.
Name (if known): Leonard S. Rindner
Other:
4d.
If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Unknown
Page 4 of 12
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
® Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
Section 404 (NWP29) permit approval by USACE was approved on May 26, 2009 (SAW#2009- 00836)
Section 401 WQC (DWQ# 09 -0501) approved June 5, 2009
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 5 of 12
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® 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 jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary
W1 ®P ❑ T
Fill
Forested
® Yes
❑ No
® Corps
I ® DWQ
072
W2 ®P ❑ T
Fill
Forested
® Yes
❑ No
® Corps
® DWQ
.005
W3 ®P ❑ T
Fill
Emergent
❑ Yes
® No
® Corps
® DWQ
.003
W4 ®P ❑ T
Fill
Emergent
❑ Yes
® No
® Corps
® DWQ
.003
W5 ®P ❑ T
Fill
Emergent
❑ Yes
® No
® Corps
® DWQ
.037
W6 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
2g. Total wetland impacts
0.12
2h. Comments: Total acreage of jurisdictional wetlands in the project vicinity total approximately 0.603 acre, however, only
0.12 acre will be permanently impacted
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
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary m
(INT)?
other)
(feet)
feet)
S1 []PET
Utility Crossing
Perennial Stream Stream
® PER
❑ INT
® Corps
❑ DWQ
4'
25 LF
S2 ®P ❑ T
Culvert
Perennial Stream
® PER
® Corps
4'
80 LF
A
[:11 NT
❑ DWQ
S3 ®P ❑ T
Fill
Intermittent
❑ PER
® Corps
2'
123LF
Stream B
® INT
❑ DWQ
S4 []POT
Utility Crossing
Perennial Stream
® PER
® Corps
4'
25 LF
A
❑ INT
❑ DWQ
S5 ❑ PET
Utility Crossing
Intermittent
❑ PER
® Corps
2'
25 LF
Stream C
® INT
❑ DWQ
S6 ❑ P ❑ T
❑ PER
❑ Corps
❑ INT
❑ DWQ
3h. Total stream and tributary impacts
278 LF
3i. Comments: Permanent impacts total 80 If of intermittent stream and 123 If of unimportant intermittent stream.
Page 6 of 12
PCN Form — Version 1.3 December 10, 2008 Version

A. 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 individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4E Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5E 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 DWO)
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.
❑ Neuse ❑ Tar - Pamlico ❑ Other:
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary
impact
required
131 ❑P ❑T
❑Yes
❑ No
B2 ❑P ❑T
El Yes
❑ No
B3 ❑P ❑T
❑Yes
❑ No
6h. Total buffer impacts
6i. Comments:
Page 7 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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.
Impacts to on -site jurisdictional waters of the U.S. have been reduced to the maximum extent practicable.
The Chestnut Place project has been designed to avoid impacts to jurisdictional waters wherever possible and minimize the
extent of necessary impacts to jurisdictional waters. The following paragraphs outline the avoidance and minimization efforts
undertaken during the planning and design phase of this project.
Avoidance
Jurisdictional Waters of the U.S. have been avoided wherever possible. Impacts to jurisdictional waters are limited to three
stream crossings for sanitary sewer, one road crossing of a stream and wetland complex, and a limited amount of wetland fill
necessary to develop the site. The proposed road crossing is unavoidable due to the location of the existing access road.
This crossing is necessary in order to tie into the existing sewer line. Other constraints on the sewer route were also taken
into account. These constraints include site topography, and geology. In areas where impacts to Jurisdictional Waters of the
State are unavoidable, steps have been taken to minimize both the extent and severity of the impacts.
Minimization
The construction easement for the sanitary sewer will be limited to 25 feet in width at all stream crossings. The permanent
maintained portion of the right -of -way (R/W) corridor will not exceed 10 feet in width at stream crossings. Proper sediment
and erosion control measures will be used to minimize disturbances to downstream waters. All unavoidable stream crossings
will be at a near perpendicular angle. All channel work will be constructed in the dry in accordance with Water Quality
Certification No. 3890.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Impacts to on -site jurisdictional waters of the U.S. have been reduced to the maximum extent practicable. Proper sediment
and erosion control measures will be used to minimize disturbances to downstream waters. All work will be constructed in the
dry in accordance with Water Quality Certification No. 3890.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
❑ Mitigation bank
2c. If yes, which mitigation option will be used for this
❑ Payment to in -lieu fee program
project?
® Permittee Responsible Mitigation
3. Complete If Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type
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:
❑ warm ❑ cool ❑cold
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
Page 8 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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.
Compensatory Mitigation
Permanent impacts to jurisdictional waters of the U.S. have been limited to 80 linear feet of perennial stream channel, 123
linear feet of unimportant intermittent stream channel, and 0.112 acre of jurisdictional wetlands. Our client proposes the
following mitigation for unavoidable impacts to jurisdictional waters of the U.S.
Restoration of Stream Crossings
All areas disturbed by the work shall be re- graded to leave the area in a smooth condition, sloped for drainage. All impacted
stream channels and banks shall be stabilized with 100% biodegradable coir fiber matting and plantings above the high
water mark. Stabilized stream banks shall include all bank areas disturbed by the work, a maximum of 20 feet upstream
and 20 feet downstream of the sewer crossing. Banks shall be restored to their original contours. The stream banks
shall be stabilized with biodegradable coir fiber matting. Plantings shall consist of dormant native live stakes conforming
to the Mecklenburg County SWIM requirements, and shall take place in the winter during the period from November to
March. The live stakes shall be planted so that buds point upward and approximately 2 to 3 inches of wood is above the
ground. Live stake species should include silky dogwood, silky willow, and elderberry only.
Wetland Preservation
All remaining on -site wetlands will be preserved in perpetuity by deed restriction. Preserved wetlands will total 0.45 acre
(Figure 6, attached).
Stream and Wetland Enhancement
The dam for on -site Pond A is in poor condition. Our client proposes to remove the dam and drain the pond. Both
Perennial Stream A and Intermittent Stream B currently discharge into the pond. These stream channels will be allowed
to reestablish themselves naturally within the former pond bed. It is estimated that this will result in the addition of
approximately 180 linear feet of perennial stream channel and approximately 137 linear feet of intermittent stream
channel. It is also likely that wetlands may become established in the bed of the former pond (Figure 6, attached). This
area will be preserved as open space and protected in perpetuity by deed restriction. Proposed mitigation is shown on
Figure 5 (attached) and is summarized in Table 3, below.
S. 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 ® 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).
6h. Comments:
Page 9 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 ® 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.
❑ Yes E] No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project?
<24 %
2b. Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: Impervious area for the development is
less than 24 %; site plan was approved by the Town of Stallings.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
❑ Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
® DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Town of Stallings
❑ Phase II
3b. Which of the following locally- implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
4. DWQ Stormwater Pro ram 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
attached?
❑ Yes ® No
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 10 of 12
PCN Form — Version 1.3 December 10, 2008 Version

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 ❑ 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
letter.)
❑ Yes ❑ No
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,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after- the -fact permit application?
❑ Yes ® 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 ® 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.
Project is a small infill residential subdivision tied in with existing roads and infrastructure. The project will not result in
additional development.
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.
Municipal sanitary sewer.
Page 11 of 12
PCN Form — Version 1.3 December 10, 2008 Version

S. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
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?
Site was evaluated during the wetland delineation process for the presence of Schweinitz's Sunflower. The site is heavily
forested. Ecotonal edges along roads and clearings were inspected to determine if Schweinitz's sunflower was present.
No individuals of Schweintz's sunflower were observed during the survey. Project site is not in a watershed that has been
identified as habitat for the Carolina heelsplitter.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
NOAA Fisheries: http: / /sharpfin .nmfs.noaa.gov /website /EFH- Mapper /map.aspx
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 ® 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?
According to the latest published version of the National Register of Historic Places for the presence or absence of
registered properties, or properties listed as being eligible for inclusion therein, this site is not registered property or
property listed as being eligible for inclusion in the Register.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b. If yes, explain how project meets FEMA requirements: .
8c. What source(s) did you use to make the floodplain determination? www.fema.gov (3710449800J)
Mr. Gregg Antemann, PWS
ZT-8- C Au�-�
3 -14 -2013
Applicant/Agent's Printed Name
Applicant/Agent's Signature
Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 12 of 12
PCN Form -Version 1.3 December 10, 2008 Version

IVP T1Wn 6`trnom MantMoatinn Fnrm VerSinn 4.11
Date: (t D
Project/Site: VIlt( f.�� w
Latitude: 5 } U l I Ll
Evaluator., P� j T \A)
County: M GV)
Longitude: 0- L -r
Total Points:
Stream is at least intermittent O '
Stream Determination (circ ne
Ephemeral Intermittent erenni
Other :s �-
e.g. Quad Name:
If t 19 or perennial if Z 30'
2. Sinuosity of channel along thalweg
0
A. Geomorphology Subtotal =
Absent
Weak
Moderate
Strong
1a- Continuity of channel bed and bank
0
1
w
3
2. Sinuosity of channel along thalweg
0
1
0.5
3
3. In- channel structure: ex. riffle -pool, step -pool,
ripple-pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
1
3
5. Active /relict floodplain
0
Y s = 3
2
3
6. Depositional bars or benches
0
CV
2
3
7. Recent alluvial deposits
0
1
1
3
8. Headcuts
0
1
3
9. Grade control
0
1
1.5
10. Natural valley
0
65
1
1.5
11. Second or greater order channel
-
Yes = 3
e artificial ditches are not rated; see discussions In manual
R WwrimInnu Miihtntal= 0{.(- 1
12. Presence of Baseflow
0
1
1
3
13. Iron oxidizing bacteria
0
2
3
14. Leaf litter
1.5
1 )
0.5
0
15. Sediment on plants or debris
0
1
1.5
16. Organic debris lines or piles
0
0.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Y s = 3
r lamInnu ICl IMM0l = ;+. 1
18. Fibrous roots in,streambed
3
1
0
19. Rooted upland plants in streambed
3
1
0
20. Macrobenthos (note diversity and abundance)
0
1 )
2
3
21. Aquatic Mollusks
0
2
3
22. Fish
0
5
1
1.5
23. Crayfish
0
1
1.5
24. Amphibians
0
0.
1
1.5
25. Algae
0
0.5
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
*perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
Sketch:

srn a[[[7/1 ba._...,_._,. HA ....4:r:.,., +:ten Yr'.,..... Vn.•cinn A I 1
1�V 9J tt /J 11 {rpll■ YY Val alalVU.av�a a
Date: l� I
--
Project/Site: CA fi f p j p,� M
Latitude:
Evaluator: n L Piz-
County:
Longitude: -too 2 .L
Total Points:
Stream Determination (circle one)
Other Pca
Stream is at least intermittent
Ephemera ntermtften Perennial
e.g. Quad Name:
If a 19 or Perennial if a 30"
2
iA,-,,
r-'rvv 1.3
A. Geomorphology Subtotal = 2
Absent
Weak
Mod to
Strong
1a Continuity of channel bed and bank
0
1
2
3
2. Sinuosity of channel along thalweg
0
1
2
3
3. In- channel structure: ex. riffle -pool, step -pool,
ripple-pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
1
3
5. Activefrelict floodplain
0
0.5
2
3
6. Depositional bars or benches
0
1'
2
3
7. Recent alluvial deposits
0
1
2
3
8. Headcuts
0
FACW = 0.75; OBL = 1.5 Other = 0
3
9. Grade control
0
1
1.5
10. Natural valley
0
(0-V
1.5
11. Second or greater order channel
=
K-0
Yes = 3
"artificial ditches are not rated; see dis//clu��ssions in manual
n u....l...l...... )o..�.a..a..I _ `9C
u. v.lvwwi -
12. Presence of Baseflow
0
1
1
3
13. Iron oxidizing bacteria
0
2
3
14. Leaf litter
1.5
1
0.5
0
15. Sediment on plants or debris
0
1
1
1.5
16. Organic debris lines or piles
0
.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
0.5
V. VIVIV V4./lV l4 -
18. Fibrous roots in streambed
3
1
0
19. Rooted upland plants in streambed
3
1
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0.5
1
1.5
24. Amphibians
0
1
1.5
25. Algae
0
1
1.5
26. Wetland plants in streambed
FACW = 0.75; OBL = 1.5 Other = 0
'perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
Sketch:

ATIr "117C% C'I -..nnm T.1 - +M.. +inn Vnrm Varcinn d 1
ivar ar rr
Date: (
Pro eclSite: 1 f 4 - la k
Ltitude: 3615" aO�J
Evaluator: L J P14
County: � M"
Longitude: 9jJr1, z
0
2
Total Points:
Stream is at least Intermittent Z12-21-6
Stream Determi n (circle one)
Ephemeral I ermitt t Perennial
Other
e.g. Quad Name:�C�lUVW`^-'
if z 19 or perennial if a 30'
.5
U v.
1 - • v
A. Geomorphology (Subtotal=
Absent
Weak
Moderate
Strong
1" Continuity of channel bed and bank
0
2
3
2. Sinuosity of channel along thalweg
0
1
.5
3
3. in- channel structure: ex. riffle -pool, step -pool,
ri le-pool sequence
0
1
2
3
4. Particle size of stream substrate
0
1
2
3
5. Active /relict floodplain
0
Y = 3
2
3
6. Depositional bars or benches
0
24. Amphibians
2
3
7. Recent alluvial deposits
0
25. Algae
2
3
8. Headcuts
0
26. Wetland plants in streambed
2
3
9. Grade control
0
0.5
Notes:
1.5
10. Natural valley
0
1
1.5
11. Second or greater order channel
o =
Yes = 3
artificial ditches are not rated; see discussions in manual
V. 1 1 VI VIV
12. Presence of Baseflow
0
2
2
3
13. Iron oxidizing bacteria
0
2
3
14. Leaf litter
1.5
1
.5
0
15. Sediment on plants or debris
0
1
1
1.5
16. Organic debris lines or piles
0
.5
1
1.5
17. Soil -based evidence of high water table?
No = 0
Y = 3
v. vwly UL i
18. Fibrous roots in streambed
3
2
1
0
19. Rooted upland plants in streambed
3
1
0
20. Macrobenthos (note diversity and abundance)
1
2
3
21. Aquatic Mollusks
1
2
3
22. Fish
0.5
1
1.5
23. Crayfish
0.
1
1.5
24. Amphibians
0
1
1.5
25. Algae
0
1
1.5
26. Wetland plants in streambed
FACW f 0.7 , OBL = 1.5 Other = 0
*perennial streams may also be Identified using other methods. See p. 35 of manual.
Notes:
Sketch:

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Chestnut Place City/County: Union Co. Sampling Date: 2-4 -13
Applicant/Owner: Carolina Development Solutions, LLC State: NC Sampling Point DPI- Wetland AA
Investigator(s): TJB and GCA Section, Township, Range: Stallings
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope ( %): 2 -8
Subregion (LRR or MLRA): MLRA Lat.: 35.0721 Long.: 80.7069 Datum: NAD83
Soil Map Unit Name Helena fine sandy loam, 2-8% slopes (HeB) NWI Classification:
Are climaticthydrologic conditions of the site typical for this time of the year? Yes X No (If no, explain in remarks)
Are vegetation soil or hydrology significantly disturbed? Are "normal Yes
Are vegetation soil or hydrology naturally problematic? circumstances" present?
(If needed, explain any answers in remarks)
SUMMARY OF FINDINGS
Hydrophytic vegetation present? Yes
Hydric soil present? Yes
Wetland hydrology present? Yes
Data point is representative of a wetland.
HYDROLOGY
Is the sampled area within a wetland? Yes
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (66)
X Surface Water (Al)
_True Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (68)
High Water Table (A2)
—Hydrogen Sulfide Odor (Cl)
X Drainage Patterns (1310)
X Saturation (A3)
Oxidized Rhizospheres on Living
_Moss Trim Lines (1316)
Water Marks (131)
X Roots (0)
_ Dry- Season Water Table (C2)
Sediment Deposits (132)
_Presence of Reduced Iron (C4)
Burrows (C8)
Drift Deposits (133)
Recent Iron Reduction in Tilled
_Crayfish
Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
_Soils (C6)
_Saturation
_Stunted or Stressed Plants (D1)
Iron Deposits (65)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
Inundation Visible on Aerial
_Other (Explain in Remarks)
_Shallow Aquitard (133)
Imagery (137)
Microtopographic Relief (D4)
X Water - Stained Leaves (89)
FAC- Neutral Test (D5)
Aquatic Fauna (613)
Field Observations:
Surface water present? Yes
X No Depth (inches):
04'
Wetland
Water table present? Yes
X No Depth (inches):
0-6"
hydrology
Saturation present? Yes
X No Depth (inches):
0'
present? Y
(includes capillary fringe)
Describe recorded data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland hydrology indicators present.
US Army Corps of Engineers Eastern Mountains and Piedmont Region

Vt.Ut 1 A 1 IUn - use scienilnc names OT
pianis
Sampling Point: UP1- Wetland A.
50120 Thresholds
Tree Stratum Plot Size (
30 ft.
) Absolute %
Dominant
Indicator
4- Feb -13 20% 50%
Cover
Species
Status
Tree Stratum 12 30
1
Acerrubrum
20
Y
FAC
Sapling /Shrub Stratum 10 25
2
Salix nigra
20
Y
OBL
Herb Stratum 10 25
3
Liquidambar styraciflua
20
Y
FAC
Woody Vine Stratum 0 0
4
5
Dominance Test Worksheet
6
Number of Dominant
7
Species that are OBL,
8
FACW, or FAC: 11 (A)
9
Total Number of Dominant
10
Species Across all Strata: 11 (B)
60
=Total Cover
percent of Dominant
Species that are OBL,
Sapling /Shrub Plot Size (
15 ft.
) Absolute %
Dominant
Indicator
FACW, or FAC: 100.00% (AB)
Stratum
Cover
Species
Status
1
Acerrubrum
20
Y
FAC
Prevalence Index Worksheet
2
Salix nigra
10
Y
OBL
Total % Cover of:
3
Uquidambar styracrflua
10
Y
FAC
OBL species 55 x 1 = 55
4
Alnus serrulata
10
Y
OBL
FACW species 10 x2= 20
5
FAC species 95 x3= 285
6
FACU species 0 x4= 0
7
UPL species 0 x5= 0
8
Column totals 160 (A) 360 (B)
9
Prevalence Index= B/A = 2.25
10
50
= Total Cover
Hydrophytic Vegetation Indicators:
Herb Stratum Plot Size (
5 ft.
) Absolute %
Dominant
Indicator
Rapid test for hydrophytic vegetation
Cover
Species
Status
X Dominance test is >50%
1
Alnus serrulata
15
Y
OBL
X Prevalence Index is 53.0'
2
Microstegium vimineum
10
Y
FAC
Morphological adaptations' (provide
3
Lonicera japonica
10
Y
FAC
supporting data in Remarks or on a
4
Boehmeria cylindrica
10
Y
FACW
sheet)
5
Toxicodendron radicans
5
N
FAC
_separate
Problematic hydrophytic vegetation*
6
—(explain)
7
'Indicators of hydric soil and wetland hydrology must be
8
present, unless disturbed or problematic
9
10
Definitions of Vegetation Strata:
11
12
Tree - Woody plants 3 in. (7.6 cm) or more In diameter at
13
breast height (DBH), regardless of height
14
Saplinglshrub-Woody plants less than 3 in. DBH and
15
greater than 3.28 ft (t m) tall.
50
= Total Cover
Herb - All herbaceous (non - woody) plants, regardless of
Woody Vine
lute c
e /o
Dominant
Indicator
size, and woody plants less than 3.28 ft tog.
ll.
Plot Size (
Stratum
30 ft.
)
Cover
Species
Status
Woody vines - Al woody vines greater than 3 28 ft in
1
height
2
3
4
Hydrophytic
5
vegetation
0
= Total Cover
present? Y
Remarks: (Include photo numbers here or on a separate sheet)
Greater than 50% of plants are FAC or wetter.
US Army Corps of Engineers
Eastern Mountains and Piedmont Region

SOIL
Samnlina Point: DP1- Wetland AA
Profile Description: Describe to the depth needed to document the indicator or confirm the absence of indicatc 4- Feb -13
Depth
(Inches)
Matrix
Color (moist) %
Redox Features
Color (moist) % Type* Lot"
Texture
Remarks
0 -12
2.5 YR 5/2
5 YR 5/8
sandv clay loam
12 -18+
2.5 YR 5/2
sandy loam
'Type: C= Concentration, D= Depletion, RM= Reduced Matrix, CS= Covered or Coated Sand Grains
"Location: PL =Pore Lining, M= Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils:
_Dark Surface (S7)
Histisol (Al) Polyvalue Below Surface (S8) 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2) (MLRA 147,148) _Coast Prairie Redox (A16) (MLRA 147,148)
Black Histic (A3) Thin Dark Surface (S9) Piedmont Floodplain Soils (F19)
Hydrogen Sulfide (A4) (MLRA 147, 148) (MLRA 136, 147)
Stratified Layers (A5) Loamy Gleyed Matrix (F2) _Very Shallow Dark Surface (TF12)
2 cm Muck (A10) (LRR N) X Depleted Matrix (F3) _Other (Explain in Remarks)
Depleted Below Dark Surface (A11)_Redox Dark Surface (F6)
Thick Dark Surface (Al2) _Depleted Dark Surface (F7)
Sandy Mucky Mineral (S1) Redox Depressions (F8)
(LRR N, MLRA 147, 148) _ Iron- Manganese Masses (F12) (LRR N, MLRA 136)
Sandy Gleyed Matrix (S4) _ Umbric Surface (F13) (MLRA 136,122)
Sandy Redox (S5) _Piedmont Floodplain Soils (F19) (MLRA 148)
Stripped Matrix (S6) Red Parent Material (F21) (MLRA 127,147)
'Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric soil present? Y
Remarks:
Hydric soil indicators are present.
US Army Corps of Engineers Eastern Mountains and Piedmont Region

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Chestnut Place City /County: Union Co. _ Sampling Date: 2-4 -13
Applicant/Owner: Carolina Development Solutions, LLC State: NC Sampling Point DP2MM BB & CC
Investigator(s): TJB and GCA Section, Township, Range: Stallings
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none)- Slope ( %): 2 -8
Subregion (LRR or MLRA): MLRA Lat.: 35.0721 Long.: 80.7069 Datum: NAD83
Soil Map Unit Name Helena fine sandy loam, 2-8% slopes (HeB) NWI Classification:
Are climatic/hydrologic conditions of the site typical for this time of the year? Yes X No (If no, explain in remarks)
Are vegetation soil , or hydrology significantly disturbed? Are "normal Yes
Are vegetation soil or hydrology naturally problematic? circumstances" present?
(If needed, explain any answers in remarks)
SUMMARY OF FINDINGS
Hydrophytic vegetation present? Yes
Hydric soil present? Yes
Wetland hydrology present? Yes
Data point is representative of a wetland.
HYDROLOGY
Is the sampled area within a wetland? Yes
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is
required; check all that apply)
_Surface Soil Cracks (66)
Surface Water (A1)
_True Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
_Hydrogen Sulfide Odor (Cl)
X Drainage Pattems (B10)
X Saturation (A3)
Oxidized Rhizospheres on Living
_Moss Trim Lines (616)
Water Marks (131)
X Roots (C3)
Dry- Season Water Table (C2)
Sediment Deposits (132)
_Presence of Reduced Iron (C4)
_
Burrows (C8)
Drift Deposits (63)
Recent Iron Reduction in Tilled
_Crayfish
Visible on Aerial Imagery (C9)
Algal Mat or Crust (64)
_Soils (C6)
_Saturation
_Stunted or Stressed Plants (131)
Iron Deposits (65)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
Inundation Visible on Aerial
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
Imagery (67)
Microtopographic Relief (D4)
Water - Stained Leaves (139)
_ FAC- Neutral Test (D5)
Aquatic Fauna (613)
Field Observations:
Surface water present? Yes
No X Depth (inches):
Wetland
Water table present? Yes
X No Depth (inches):
18 "+
hydrology
Saturation present? Yes
X No Depth (inches): 10 -14"
present? Y
(includes capillary fringe)
Describe recorded data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland hydrology indicators present.
US Army Corps of Engineers Eastern Mountains and Piedmont Region

a
VEGe I Al IUN - use SCIentitic names oT
plants
Sampling Point: D122 -Wets BB & C(
50120 Thresholds
Tree Stratum Plot Size ( 30 ft.
) Absolute %
Dominant
Indicator
20% 50%
Cover
Species
Status
Tree Stratum 8 20
1 Acerrubrum
20
Y
FAC
Sapling /Shrub Stratum 6 15
2 Liquidambar styract lua
20
Y
FAC
Herb Stratum 6 15
3
Woody Vine Stratum 0 0
4
5
Dominance Test Worksheet
6
Number of Dominant
7
Species that are OBL,
8
FACW, or FAC: 7 (A)
9
Total Number of Dominant
10
Species Across all Strata: 8 (B)
40
= Total Cover
percent of Dominant
Species that are OBL,
Sapling /Shrub plot Size ( 15 ft.
) Absolute %
Dominant
Indicator
FACW, or FAC: 87.50% (AB)
Stratum
Cover
Species
Status
1 Querous nrgre
10
Y
FAC
Prevalence Index Worksheet
2 Liquidambar styraciflue
10
Y
FAC
Total % Cover of:
3 Acer rubrum
10
Y
FAC
OBL species 0 x 1= 0
4
FACW species 0 x2= 0
5
FAC species 90 x3= 270
6
FACU species 10 x4= 40
7
UPL species 0 x5= 0
8
Column totals 100 (A) 310 (B)
9
Prevalence Index= B/A = 3.10
10
30
= Total Cover
Hydrophytic Vegetation Indicators:
Herb Stratum Plot Size ( 5 ft.
) Absolute %
Dominant
Indicator
Rapid test for hydrophytic vegetation
Cover
Species
Status
X Dominance test is >50%
1 Liquidambar styraciflua
10
Y
FAC
Prevalence index is s3.0'
2 Lowers japonica
10
Y
FAC
_
Morphological adaptations• (provide
3 Parthenocissus gwnquethha
10
Y
FACU
supporting data in Remarks or on a
4
sheet)
5
_separate
Problematic hydrophytic vegetation'
6
7
—(explain)
'Indicators of hydric soil and wetland hydrology must be
8
present, unless disturbed or problematic
9
10
Definitions of Vegetation Strata:
11
12
Tree - Woody plants 3 In. (7.6 cm) or more In diameter at
13
breast height (DBH), regardless of height.
14
Saplingishrub- Woody plants less than 3 in. DBH and
15
greater than 3.28 ft (7 m) tall.
30
=Total Cover
Herb - All herbaceous (non - woody) plants, regardless of
Woody Vine
Absolute %
Dominant
Indicator
size, and woody plants less than 3.28 ft tall.
plot Size ( 30 ft.
Stratum
)
Cover
Species
Status
Woody vines - All woody vines greater than 3.28 ft in
1
height
2
3
4
Hydrophytic
5
vegetation
0
= Total Cover
present? Y
Remarks: (Include photo numbers here or on a separate sheet)
Greater than 50% of plants are FAC or wetter.
US Army Corps of Engineers
Eastern Mountains and Piedmont Region

SOIL
Samulina Point: M -Wets BB & CC
Profile Description: (Describe to the depth needed to document the indicator or confine the absence of indicators.)
Depth
(Inches)
Matrix
Color (moist) %
Redox Features
Color (moist) % Type* Loc"
Texture
Remarks
0-4
7.5 YR 4/3
siltv cJav loam
4 -18+
10 YR 7/2
70
7.5 YR 5/8
30
C
PL
silty clay loam
*Type: C= Concentration, D= Depletion, RM= Reduced Matrix, CS= Covered or Coated Sand Grains
"Location: PL =Pore Lining, M= Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils:
_Dark Surface (S7)
Histisol (Al) Polyvalue Below Surface (S8) 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2) (MLRA 147,148) _Coast Prairie Redox (A16) (MLRA 147,148)
Black Histic (A3) Thin Dark Surface (S9) Piedmont Floodplain Soils (F19)
Hydrogen Sulfide (A4) _(MLRA 147, 148) (MLRA 136,147)
Stratified Layers (A5) Loamy Gleyed Matrix (F2) _Very Shallow Dark Surface (TF12)
2 cm Muck (A10) (LRR N) X Depleted Matrix (F3) _Other (Explain in Remarks)
Depleted Below Dark Surface (Al 1) Dark Surface (F6)
Thick Dark Surface (Al2) —Depleted Dark Surface (F7)
Sandy Mucky Mineral (S1) Redox Depressions (F8)
(LRR N, MLRA 147,148) _Iron-Manganese Masses (F12) (LRR N, MLRA 136)
Sandy Gleyed Matrix (S4) _ Umbric Surface (F13) (MLRA 136, 122)
Sandy Redox (S5) _Piedmont Floodplain Soils (F19) (MLRA 148)
Stripped Matrix (S6) Red Parent Material (F21) (MLRA 127,147)
"Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric soil present? Y
Remarks:
Hydric soil indicators are present.
US Army Corps of Engineers Eastern Mountains and Piedmont Region

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Chestnut Place City /County: Union Co. Sampling Date: 2-4 -13
ApplicantlOwner: Carolina Development Solutions, LLC State: NC Sampling Point M -wets DD & EE
Investigator(s): TJB and GCA Section, Township, Range: Stallings
Landfonn (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope ( %): 2-8
Subregion (LRR or MLRA): MLRA Lat.: 350721 Long.: 80 7069 Datum: NAD83
Soil Map Unit Name Helena fine sandy loam, 2-8% slopes (HeB) NWI Classification:
Are climaticthydrologic conditions of the site typical for this time of the year? Yes X No (If no, explain in remarks)
Are vegetation soil or hydrology significantly disturbed? Are "normal Yes
Are vegetation soil or hydrology naturally problematic? circumstances" present?
(If needed, explain any answers in remarks)
SUMMARY OF FINDINGS
lhytic vegetation present? Yes
soil present? Yes
d hydrology present? Yes
Data point is representative of a wetland.
HYDROLOGY
Is the sampled area within a wetland? Yes
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is
required; check all that apply)
_Surface Soil Cracks (66)
Surface Water (Al)
_True Aquatic Plants (614)
—Sparsely Vegetated Concave Surface (138)
High Water Table (A2)
_Hydrogen Sulfide Odor (Cl)
X Drainage Patterns (1310)
X Saturation (A3)
Oxidized Rhizospheres on Living
_Moss Trim Lines (1316)
Water Marks (131)
X Roots (C3)
_Dry-Season Water Table (C2)
X Sediment Deposits (62)
_Presence of Reduced Iron (C4)
_Crayfish Burrows (C8)
Drift Deposits (133)
Recent Iron Reduction in Tilled
Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
—Soils (C6)
_Saturation
—Stunted or Stressed Plants (D1)
Iron Deposits (65)
_Thin Muck Surface (C7)
_Geomorphic Position (D2)
Inundation Visible on Aerial
_Other (Explain in Remarks)
_Shallow Aquitard (133)
Imagery (137)
Microtopographic Relief (134)
Water - Stained Leaves (89)
_
_ FAC- Neutral Test (135)
Aquatic Fauna (1313)
Field Observations:
Surface water present? Yes
X No Depth (inches):
0"
Wetland
Water table present? Yes
X No Depth (inches):
4-6"
hydrology
Saturation present? Yes
X No Depth (inches):
04"
present? Y
(includes capillary fringe)
Describe recorded data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland hydrology indicators present.
US Army Corps of Engineers Eastern Mountains and Piedmont Region

V LUrz I A I IUn - use scientinc names oT
plants
Sampling Point: DP3 -Wets DD & EE
60120 Thresholds
Tree Stratum Plot Size ( 30 ft.
) Absolute %
Dominant
Indicator
20% 50%
Cover
Species
Status
Tree Stratum 8 20
1
Salix nrgra
30
Y
OBL
Sapling /Shrub Stratum 4 10
2
Linodendron tulipdera
10
Y
FACU
Herb Stratum 15 38
3
Woody Vine Stratum 0 0
4
5
Dominance Test Worksheet
6
Number of Dominant
7
Species that are OBL,
8
FACW, or FAC: 8 (A)
9
Total Number of Dominant
10
Species Across all Strata: 10 (B)
40
= Total Cover
Percent of Dominant
Species that are OBL,
Sapling/Shrub Plot Size ( 15 ft.
) Absolute %
Dominant
Indicator
FACW, or FAC: 80.00% (A/B)
Stratum
Cover
Species
Status
1
Sala nigra
10
Y
OBL
Prevalence Index Worksheet
2
Alnus serrulata
10
Y
OBL
Total % Cover of:
3
OBL species 80 x 1 = 80
4
FACW species 20 x2= 40
5
FAC species 15 x3= 45
6
FACU species 20 x4= 80
7
UPL species 0 x5= 0
8
Column totals 135 (A) 245 (B)
9
Prevalence Index = B/A = 1.81
10
20
= Total Cover
Hydrophytic Vegetation Indicators:
Herb Stratum Plot Size ( 5 ft.
) Absolute %
Dominant
Indicator
Rapid test for hydrophytic vegetation
Cover
Species
Status
X Dominance test is >50%
1
Juncus effusus
20
Y
FACW
X Prevalence index is s3.0•
2
Microstegrum vimineum
15
Y
FAC
Morphological adaptations' (provide
3
Persicana sagittata
10
Y
OBL
supporting data in Remarks or on a
4
Typha lahfolta
10
Y
OBL
sheet)
5
Galium apadne
10
Y
FACU
_separate
Problematic hydrophytic vegetation*
6
Cardamine pensylvanice
10
Y
OBL
7
_(explain)
*Indicators of hydric soil and wetland hydrology must be
8
present, unless disturbed or problematic
9
10
Definitions of Vegetation Strata:
11
12
Tree - Woody plants 3 in. (7 6 cm) or more in diameter at
13
breast height (DBH), regardless of height.
14
Sapling/shrub- Woody plants less than 3 in DBH and
15
greater than 3.28 ft (1 m) tall
75
= Total Cover
Herb - All herbaceous (non - woody) plants, regardless of
Woody Vine
Absolute %
Dominant
Indicator
size, and woody plants less than 3 28 ft tall.
plot Size ( 30 ft.
Stratum
)
Cover
Species
Status
Woody vines - All woody vines greater than 3.28 ft in
1
height.
2
3
4
Hydrophytic
5
vegetation
0
=Total Cover
present? Y
Remarks: (Include photo numbers here or on a separate sheet)
Greater than 50% of plants are FAC or wetter.
US Army Corps of Engineers
Eastern Mountains and Piedmont Region

SOIL
Samolina Point: M -Wets DD & EE
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
(Inches)
Matrix
Color (moist) %
Redox Features
Color (moist) % Type* Lot"
Texture
Remarks
0-6
10 YR 5/1
10 YR 4/6
sandy clay loam
6 -18+
Gley 2.5/10G
Loamy Sand
'Type: C= Concentration, D= Depletion, RM= Reduced Matrix, CS= Covered or Coated Sand Grains
"Location: PL =Pore Lining, M= Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils: _ Dark Surface (S7)
Histisol (Al) Polyvalue Below Surface (S8) 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2) (MLRA 147, 148) _Coast Prairie Redox (A16) (MLRA 147,148)
Black Histic (A3) Thin Dark Surface (S9) Piedmont Floodplain Soils (F19)
Hydrogen Sulfide (A4) (MLRA 147,148) _(MLRA 136,147)
Stratified Layers (A5) X Loamy Gleyed Matrix (F2) Very Shallow Dark Surface (TF12)
2 cm Muck (A10) (LRR N) X Depleted Matrix (F3) _Other (Explain in Remarks)
Depleted Below Dark Surface (All) Redox Dark Surface (F6)
Thick Dark Surface (Al2) _Depleted Dark Surface (F7)
Sandy Mucky Mineral (S1) Redox Depressions (F8)
(LRR N, MLRA 147,148) —Iron-Manganese Masses (F12) (LRR N, MLRA 136)
Sandy Gleyed Matrix (S4) _Umbric Surface (F13) (MLRA 136,122)
Sandy Redox (S5) Piedmont Floodplain Soils (F19) (MLRA 148)
Stripped Matrix (S6) —Red Parent Material (F21) (MLRA 127,147)
'Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric soil present? Y
Remarks:
Hydric soil indicators are present.
US Army Corps of Engineers Eastern Mountains and Piedmont Region

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site: Chestnut Place City /County. Union Co. Sampling Date: 2-4 -13
Applicant/Owner: Carolina Development Solutions, LLC State: NC Sampling Point DP4- Upland
Investigator(s): TJB and GCA Section, Township, Range: Stallings
Landform (hillslope, terrace, etc.): Local relief (concave, convex, none): Slope ( %): 2-8
Subregion (LRR or MLRA): MLRA Lat.: 35.0721 Long.: 80.7069 Datum: NAD83
Soil Map Unit Name Helena fine sandy loam, 2-8% slopes (HeB) NWI Classification:
Are climatic/hydrologic conditions of the site typical for this time of the year? Yes X No (If no, explain in remarks)
Are vegetation soil or hydrology significantly disturbed? Are "normal Yes
Are vegetation soil or hydrology naturally problematic? circumstances" present?
(If needed, explain any answers in remarks)
SUMMARY OF FINDINGS
Hydrophytic vegetation present? No
Hydric soil present? No
Wetland hydrology present? No
Data point is representative of an upland.
HYDROLOGY
Is the sampled area within a wetland? No
Wetland Hydrology Indicators:
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required; check all that apply)
_Surface Soil Cracks (136)
Surface Water (Al)
_True Aquatic Plants (1314)
_Sparsely Vegetated Concave Surface (68)
High Water Table (A2)
_Hydrogen Sulfide Odor (Cl)
_Drainage Patterns (1310)
Saturation (A3)
Oxidized Rhizospheres on Living
_Moss Trim Lines (1316)
Water Marks (131)
—Roots (C3)
Dry- Season Water Table (C2)
Sediment Deposits (132)
_Presence of Reduced Iron (C4)
_
Burrows (C8)
Drift Deposits (133)
Recent Iron Reduction in Tilled
_Crayfish
Visible on Aerial Imagery (C9)
Algal Mat or Crust (134)
_Soils (C6)
_Saturation
_Stunted or Stressed Plants (D1)
Iron Deposits (135)
_Thin Muck Surface (C7)
_Geomorphic Position (132)
Inundation Visible on Aerial
_Other (Explain in Remarks)
_Shallow Aquitard (D3)
Imagery (137)
Microtopographic Relief (D4)
Water - Stained Leaves (139)
_ FAC- Neutral Test (D5)
Aquatic Fauna (613)
Field Observations:
Surface water present? Yes
No X Depth (inches):
Wetland
Water table present? Yes
No X Depth (inches):
hydrology
Saturation present? Yes
No X Depth (inches):
present? N
(includes capillary fringe)
Describe recorded data (stream gauge, monitoring well, aerial photos, previous inspections), if available:
Remarks:
Wetland hydrology indicators are not present.
US Army Corps of Engineers Eastem Mountains and Piedmont Region

e
VEGe I A 1 ION - use scientitic names of
plants
Sampling Point: DP4 -U land
60120 Thresholds
Tree Stratum Plot Size ( 30 ft
) Absolute %
Dominant
Indicator
20% 50%
Cover
Species
Status
Tree Stratum 20 50
1
Quercus phellos
20
Y
FAC
Sapling /Shrub Stratum 8 20
2
Linodendron tuliprfera
20
Y
FACU
Herb Stratum 5 13
3
Liquidambarstyracrflua
20
Y
FAC
Woody Vine Stratum 0 0
4
Pinus taeda
20
Y
FAC
5
Quercus falcate
20
Y
FACU
Dominance Test Worksheet
6
Number of Dominant
7
Species that are OBL,
8
FACW, or FAC: 5 (A)
9
Total Number of Dominant
10
Species Across all Strata: 12 (B)
100
= Total Cover
Percent of Dominant
Species that are OBL,
Sapling /Shrub Plot Size ( 15 ft.
) Absolute %
Dominant
Indicator
FACW, or FAC: 41.67% (AB)
Stratum
Cover
Species
Status
1
Ulmus alata
20
Y
FACU
Prevalence Index Worksheet
2
Juniperus virgintans
20
Y
FACU
Total % Cover of-
3
OBL species 0 x 1= 0
4
FACW species 0 x2= 0
5
FAC species 70 x3= 210
6
FACU species 95 x4= 380
7
UPL species 0 x5= 0
8
Column totals 165 (A) 590 (B)
9
Prevalence Index = B/A = 3.58
10
40
= Total Cover
Hydrophytic Vegetation Indicators:
Herb Stratum Plot Size ( 5 ft.
) Absolute %
Dominant
Indicator
—Rapid test for hydrophytic vegetation
Cover
Species
Status
Dominance test is >50%
1
Tipularia discolor
5
Y
FACU
_
index is s3.0•
2
Loniceralaponica
5
Y
FAC
—Prevalence
Morphological adaptations' (provide
3
Claytonia vvginica
5
Y
FAC
supporting data in Remarks or on a
4
Hieracium greenii
5
Y
FACU
sheet)
5
Prunus seroHna
5
Y
FACU
_separate
Problematic hydrophytic vegetation'
6
7
—(explain)
'Indicators of hydric soil and wetland hydrology must be
8
present, unless disturbed or problematic
9
10
Definitions of Vegetation Strata:
11
12
Tree - Woody plants 3 in. (7.6 an) or more In diameter at
13
breast height (DBH), regardless of height.
14
Sa Iin ehrub- Woody p gl plants less than 3 in DBH and
15
greater than 3.28 ft (t m) tap.
25
= Total Cover
Herb - All herbaceous (non- woody) plants, regardless of
Woody Vine
Plot Size ( 30 ft.
Absolute %
)
Dominant
Indicator
size, and woody plants less than 3.28 ft tell
Stratum
over C
Species
P
Status
Woody vines -All woody vines greater than 3 28 ft in
1
height.
2
3
4
Hydrophytic
5
vegetation
0
= Total Cover
present? N
Remarks: (Include photo numbers here or on a separate sheet)
Less than 50% of dominant spedes are FAC
or wetter.
US Army Corps of Engineers
Eastern Mountains and Piedmont Region

SOIL
Sampling Point: DP4- Upland
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth
(Inches)
Matrix
Color (moist) %
Redox Features
e* Lo"
Color (moist) % T c*
Texture
Remarks
0-10
7.5 YR 6/6
silt loam
10+
rock
*Type: C= Concentration, D= Depletion, RM= Reduced Matrix, CS= Covered or Coated Sand Grains
"Location: PL =Pore Lining, M =Matrix
Hydric Soil Indicators: Indicators for Problematic Hydric Soils:
_Dark Surface (S7)
Histisol (Al) Polyvalue Below Surface (S8) 2 cm Muck (A10) (MLRA 147)
Histic Epipedon (A2) _(MLRA 147,148) _Coast Prairie Redox (A16) (MLRA 147,148)
Black Histic (A3) Thin Dark Surface (S9) Piedmont Floodplain Soils (F19)
Hydrogen Sulfide (A4) (MLRA 147,148) (MLRA 136,147)
Stratified Layers (A5) _ Loamy Gleyed Matrix (F2) _Very Shallow Dark Surface (TF12)
2 cm Muck (A10) (LRR N) Depleted Matrix (F3) _Other (Explain in Remarks)
Depleted Below Dark Surface (A11)_ Redox Dark Surface (F6)
Thick Dark Surface (Al2) —Depleted Dark Surface (F7)
Sandy Mucky Mineral (S1) Redox Depressions (178)
(LRR N, MLRA 147,148) _Iron-Manganese Masses (F12) (LRR N, MLRA 136)
Sandy Gleyed Matrix (S4) Umbric Surface (F13) (MLRA 136,122)
Sandy Redox (S5) _Piedmont Floodplain Soils (F19) (MLRA 148)
Stripped Matrix (S6) Red Parent Material (F21) (MLRA 127,147)
*Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic
Restrictive Layer (if observed):
Type:
Depth (inches):
Hydric soil present? N
Remarks:
Sampled point on very rocky slope.
Hydric soil indicators are not present.
US Army Corps of Engineers Eastern Mountains and Piedmont Region

ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD): 2 -22 -13
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
Carolina Development Solutions, LLC
Mr. Scott Twiddy
1932 Clark Elliott Street
Fort Mill, SC 29708
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES
AT DIFFERENT SITES)
State: NC County /parish/borough: Union City: Stallings
Center coordinates of site (lat/long in degree decimal format): Lat. 35.07210 N,
Long. 80.7069° W.
Universal Transverse Mercator:
Name of nearest waterbody: West Fork Twelvemile Creek
Identify (estimate) amount of waters in the review area:
Non - wetland waters: 943 linear feet: 2' -6' width (ft) and /or 0.39 acres.
Cowardin Class: RS134
Stream Flow: Perennial / Intermittent
Wetlands: 0.603 acres.
Cowardin Class: PF01A, and PEM1A
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal:
Non - Tidal:
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT
APPLY):
❑ Office (Desk) Determination. Date:
® Field Determination. Date(s): February 4, 2013
1. The Corps of Engineers believes that there may be jurisdictional waters of the
United States on the subject site, and the permit applicant or other affected party
who requested this preliminary JD is hereby advised of his or her option to

request and obtain an approved jurisdictional determination (JD) for that site.
Nevertheless, the permit applicant or other person who requested this
preliminary JD has declined to exercise the option to obtain an approved JD in
this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or
a Nationwide General Permit (NWP) or other general permit verification requiring
"pre- construction notification" (PCN), or requests verification for a non - reporting
NWP or other general permit, and the permit applicant has not requested an
approved JD for the activity, the permit applicant is hereby made aware of the
following: (1) the permit applicant has elected to seek a permit authorization
based on a preliminary JD, which does not make an official determination of
jurisdictional waters; (2) that the applicant has the option to request an approved
JD before accepting the terms and conditions of the permit authorization, and
that basing a permit authorization on an approved JD could possibly result in less
compensatory mitigation being required or different special conditions; (3) that
the applicant has the right to request an individual permit rather than accepting
the terms and conditions of the NWP or other general permit authorization; (4)
that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking
any activity in reliance upon the subject permit authorization without requesting
an approved JD constitutes the applicant's acceptance of the use of the
preliminary JD, but that either form of JD will be processed as soon as is
practicable; (6) accepting a permit authorization (e.g., signing a proffered
individual permit) or undertaking any activity in reliance on any form of Corps
permit authorization based on a preliminary JD constitutes agreement that all
wetlands and other water bodies on the site affected in any way by that activity
are jurisdictional waters of the United States, and precludes any challenge to
such jurisdiction in any administrative or judicial compliance or enforcement
action, or in any administrative appeal or in any Federal court; and (7) whether
the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual
permit denial can be administratively appealed pursuant to 33 C.F.R. Part 331,
and that in any administrative appeal, jurisdictional issues can be raised (see 33
C.F.R. 331.5(a)(2)). If, during that administrative appeal, it becomes necessary
to make an official determination whether CWA jurisdiction exists over a site, or
to provide an official delineation of jurisdictional waters on the site, the Corps will
provide an approved JD to accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be" waters of the United States on the
subject project site, and identifies all aquatic features on the site that could be
affected by the proposed activity, based on the following information:

SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply
- checked items should be included in case file and, where checked and
requested, appropriately reference sources below):
® Maps, plans, plots or plat submitted by or on behalf of the
applicant/consultant:
® Data sheets prepared /submitted by or on behalf of the
applicant/consultant.
❑ Office concurs with data sheets /delineation report.
❑ Office does not concur with data sheets /delineation report.
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 1:24,000,
Bakers Quadrangle, NC, Dated 1991.
® USDA Natural Resources Conservation Service Soil Survey. Citation:
Union County Soil Survey.
❑ National wetlands inventory map(s). Cite name:
❑ State /Local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100 -year Floodplain Elevation is: (National Geodectic Vertical Datum
of 1929)
❑ Photographs: ❑ Aerial (Name & Date):
or ❑ Other (Name & Date): ❑ Previous determination(s). File
no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not
necessarily been verified by the Corps and should not be relied upon for
later jurisdictional determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
3
C. 7 -
02 -22 -13
Signature and date of
person requesting preliminary JD
(REQUIRED, unless obtaining
the signature is impracticable)

SAMPLE
Estimated
Site
Cowardin
amount of
Class of
number
Latitude
Longitude
Class
aquatic
aquatic
resource in
resource
review area
1
N35.0721 °
W80.70690
RSB4
943 linear feet
Non section
10 — non -tidal
1
N35.07210
W80.70690
PEM1A
0.054 acres
non - section
10 — wetland
1
N35.07210
W80.70690
PFO1A
3.549 acres
non - section
10 — wetland
O
O

U.N. ARMY CORPS OF ENGME
WHIMWGTON DISTRICT
Action ID. SAW- 2009 -00836 County: Union USGS Quad: Matthews
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner/ Authorized Agent Mr. E. Reese Gibson
Address: 4512 River Road
Stanfield, NC 28163
Telephone No.:
Size and location of property (water body, road name/number, town, etc.): ChesWut Place 11
develoameiat located !!n an a{I rox. 22 acre tract north of Chestnut Lane: near Indian Trail
Description of projects area and activity. This Hermit authorizes lW acts to 0.21 sere of weflands and
30 LF of UT's to West Fork, Twelvemile Creek (180 LF detertnined„to he intermittent with
Applicable Law: ® Section 404 (Clean Water Aet, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number.
Nationwide Permit Number 29
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the
attached conditions and your submitted plans. Any violation of the attached conditions or deviation from your
submitted plans may subject the permittee to a stop work order, a restoration order and/or appropriate legal action
This verification will rernain valid until the expiration date identified below unless the nationwide authorizaton
is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide permit
authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below. provided it complies with all requirements of the modified nationwide permit. If the nationwide permit
authorization expires or is suspended, revoked, or is modified, such that the activity would no longer comply with
the teams and conditions of the nationwide permit, activities which have commenced (i.e., are under construction) or
are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the activity
is completed within twelve months of the date of the nationwide permit's expiration, modification or rcvocatiari
unless discretionary authority has been exercised on a case -by -case basis to modify, suspend or revoke die
authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality
Certification. You abould contact the NC Division of Water Quality (telephone [phone]) to determine
Section 401 requirements.
For activities occurring within the twenticosstal counties subject to regulation under the Coastal Area
Management Act (LAMA), prior to beginning work you must contact the N.C. Division of Coastal Management.
This Department of the Awry verification does not relieve the permittee of the responsibility to obtain any otter
requited Federal, State or local approvals/permits.
If there ate any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Steve Chapin at 828 - 271 -7980.
Corps Regulatory Official Steve Chapin _ Date: May 26.2009
Expiration Date of Verification: May 26.2011

m
._.CHA
NOM&
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 5, 2009
DWQ# 09 -0501
Union County
Mr. E. Reese Gibson
4512 River Road
Stanfield, NC 28163
Subject: Chestnut Place, Phase II
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Gibson:
You have our approval, in accordance with the general certification and those conditions listed below,
to impact 385 linear feet (If) of unnamed stream (perennial and intermittent) to West Fork Twelve Mile Creek in
order to construct the subdivision in Union County, as described in your application received by the Division of
Water Quality (DWQ) on May 4, 2009. After reviewing your application, we have determined that this project is
covered by Water Quality General Certification Number 3705, which can be viewed on our web site at
htto;// 02o .enr- .state.nc.uslncwetlarids: The General Certif ication allows you to use Nationwide Permit Number
29 oride it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other
federal, state or local permits before proceeding with your project, including those required by (but not limited
to) Sediment and Erosion Control, Non - Discharge, and Water Supply Watershed regulations.
The above noted Certification will expire when the associated 404 permit expires unless otherwise
specified In the General Certification. This approval is only valid for the purpose and design that you described
In your application. If you change your project, you must notify us in writing, and you may be required to send
us a new application for a new certification. If the property is sold, the new owner must be given a copy of the
Certification and approval letter; and is thereby responsible for complying with all conditions.
In addition to the requirements of the certification, you must also comply with the following conditions:
1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact areas
has commenced.
2. Storm Water: 1) Deed restrictions limiting impervious area on each lot to less than 24% is required and shall
be recorded prior to change of ownership, 2) a storm water management plan may be submitted, or 3) an
increase in open space. Any of these alternatives is acceptable. Failure to provide written notification to
the Mooresville Office of the preferred choice within 60 days of this notice may result in the withdrawal of this
Certification.
3. All wetlands, streams, surface waters, and riparian buffers located on the project site where impacts are not
allowed shall be clearly marked (example- orange fabric fencing) prior to any land disturbing activities.
Mooresville Regional office
Location: 610 East Center Avenue, Suite 301, Mooresville, NC 28115 NQ" thlCaro in
Phone: (704) 663 - 169077x: (704) 663 -60401 Customer Service: 1-877-623-6748
�q� y�� �� f,
Internet www.ncwateraualitv.ora !/ d ` ` H
An Equal Opportunity /Affirmative Action Employer — 50% Recycled /10% Post Consumer Paper

A
0.
4. Use of native vegetation and other soft stream bank stabilization techniques must be used where practicable
instead of riprap or other bank hardening methods. If riprap is necessary, it shall not be placed in the
streambed, unless approved by the DWQ.
5. Storm water discharge structures at this site shall be constructed in a manner such that the potential
receiving streams (of the discharge) will not be impacted due to sediment accumulations, scouring or erosion
of the stream banks.
6. Sediment and erosion control measures shall not be placed in wetlands or waters without priorapproval from
DWQ. If approved, they shall be removed and the natural grade restored within two months of the date of
the close out/stabilization of the given drainage area.
7. Upon completion of the project, the applicant shall complete and return the enclosed "Certificat- of
Completion" form to the 401 /Wetlands Unit of the NC Division of Water Quality.
8. Continuing Compliance. The applicant (Reese Gibson) shall conduct all activities in a manner so as not to
contravene any state water quality standard (including any requirements for compliance with section 303(d)
of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines
that such standards or laws are not being met (including the failure to sustain a designated or achieved use)
or that state or federal law is being violated, or that further conditions are necessary to assure compliance,
DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with
such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the
certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in
accordance with 15A NCAC 21-1.0503, and provide opportunity for public hearing in accordance with 15A
NCAC 21-1.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided
to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of
the Clean Water Act, and shall also become conditions of the 404 Permit for the project.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing.
You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written
petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699 -6714. This certification and its conditiorn are final
and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act.
If you have any questions, please telephone Mr. Alan Johnson in the Mooresville Regional Office at 704 -663-
1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919 - 733 -9721.
Attachments
cc: Army Corps of Engineers, Asheville
Ian McMillan, Wetlands Unit
Len Rindner
Sincerely,
for Coleen H. Sullins

s
i
CHESTNUT PLACE PHASE II
ROAD & STORMDRAINAGE
PREPARED FOR
0, CP���4o
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- SITE,
4? - CHE57T'UTLAAE
s 'HESTTU7 LASS
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B &C LAND HOLDINGS. LL C
SHEETINDEX
SHF,F.T NO
.SHEET 77TLE
1
EXISTING CONDITTOFS
2
OVERALL PRD PLAN
2.4
GENERAL NOTES
2B
LIGHTING PLAN
3.4
PRD PLAN 50 SCALE
4-4
OSCAR PRIVETTE ROAD PLAN
5.5A
LANDSCAPING PLAN
6
CONSTRUCTIONNOTESAND LEGENDS
7 -8
STONE, HILL LANF,
9
CLOVER PLACE
10
PINE BARK PLACE
11 -13
GRADING AND DRAINAGP, PLAN
14 -14A
STOILW DRAINAGF. PROFILF,S
15
100 + 1 CROSS - SECTION PLAN
16 -18
100+1 CROSS SECTION PROFILE,S
19.22
MISC. DETAILS
REF
SHEETS 3 AND 7 DONE BYR D DAVIS
2649 BRECKONRIDGE CENTER DR, . SUITE 107
MONROE, NC 28210
704- 238 -1229
REFERENCE.
EXISTING CONDITIONS BOUNDARY, AND TOPOGRAPHIC DATA PROVIDED BY OWNER SEE
APPROVED EROSION CONTROL PLANS DESIGNED BY RDDAVIS FOR PROPOSED EROSION
CONTROL. PLAN
SEPTEMBER 2012
REVISED JANUARY23, 2013
SUMMIT
LAND SERVICES
P O. BOX 7442
CHARLOTTE, NC 28241
OFFICE: 704.506.0554
FAX [phone]
W W W. SUMMIT- COMPANI ES. CO M
WC1N1TYMAP
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MATERIALS SUMMARY
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PROPOSEDASPNALT IM ACRES
PROPOSED CURU {GUTTER 0.]: ACRES
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PROPOSED POOL AND -R✓IN4 '
TOTAL POAD ANO A4EMT'..Amm aAS AIRES_
ALL0%A ONERNOUS AREA PER LOT
:auae ACRES z (xw -: a AcRESI sa LoTS • aos ACRES aR Taeana m'r
DEVELOPERS REPRESENTATIVE
SCOTT TWIDDY
1932 CLARK ELLIOTT ST.
FORT MILL, SC 29708
MOBILE: [phone]
STWIDDY CDSCGMAIL COM

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The luminaire is designed to sit on a 3' tenon post top
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Tl,e refractor optical q a precisely moidod, Ihemwl IaslsW nt, borod0lwte glass refractor There is
also a eflector optical version which Is a tug cutoff reflector that is sealed and gdskated In the cover
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FINISH
The lumaraire Is gnkh.d with polyester powder Palm to Insure maximum durability
UL LISTING
The luminalm Is UL listed aL suitable for wet location at a maximum 40 degree C ambient
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TRAFFIC CONTROL NOTES
ARE TO BE ADA COMPLIANT
1) WORK 20NE ADVANCE WARNING SIGNS ARE REQUIRED AT ALL RAMPS AND -Y- LINES 1" = 5. ON STD NO 150 01 2 NO PROPOSED DRAINAGE STRUCTURES ALONG OSCAR
PRIVETTE ROAD
2) SIGNS W20-111 BEGIN WORK ZONE ". & G20 -2C "END WORK ZONE" ARE NOT REQUIRED IF SIGNS HAVE BEEN PLACED PER STD NO 15001
3) REFER TO NCDOT STD NO 1101 11 - SHEET 2, FOR SIGN SPACING DISTANCES (A,B,C)
4) LANE CLOSURES SHALL BE INSTALLED WITH THE TRAFFIC FLOW, BEGINNING WITH DEVICES ON THE UPSTREAM SIDE OF TRAFFIC LANE CLOSURES
SHALL BE REMOVED AGAINST THE FLOW, BEGINNING WITH DEVICES ON THE DOWNSTREAM SIDE OF TRAFFIC
5) SIGNS SHALL NOT BE DISPLAYED WHEN LANE CLOSURE IS NOT IN EFFECT
6) THE MAXIMUM SPACING OF CONES THRU THE WORK AREA SHALL BE EQUAL IN FEET TO 2 TIMES THE POSTED SPEED LIMIT
7) LANE CLOSURES SHALL BE EXTENDED AT THE BUFFER SPACE SUCH THAT STOPPING SIGHT DISTANCE IS PROVIDED TO THE
FLAGGER (REFER TO NCDOT STD 1101 02 - SHEET 1) +
8) TRAFFIC SHOULD NOT BE STOPPED IN ANY ONE DIRECTION FOR MORE THAN 5 MINUTES AT A TIME
9) PILOT CARS SHALL BE USED WHEN DIRECTED BY THE ENGINEER
10) FOR NIGHT OPERATIONS FLAGGERS SHALL BE EQUIPPED WITH LIGHT SIGNALING DEVICES, FLAGGER STATIONS SHALL BE ILLUMINATED WITH FLOOD LIGHTS,
& CONES SHALL BE PROVIDED WITH REFLECTIVE COLLARS
11) FLAGGERS SHALL BE USED TO CONTROL TRAFFIC AT INTERSECTIONS AFFECTED BY THE LANE CLOSURE FLAGGERS UTILIZED AT INTERSECTIONS SHALL BE
ACCOMPANIED BY FLAGGER AHEAD SIGNS (W20 -7A) PLACED APPROXIMATELY 250 FT IN ADVANCE OF THE FLAGGER WHERE INTERSECTIONS ARE SIGNALIZED, SIGNALS SHOULD BE PLACED IN THE FLASH MODE
12) ALL LANES MUST REMAIN OPEN BETWEEN THE HOURS OF 6 00 TO 9 00 A M AND FROM 4 00 TO 6 00 P M
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TOWN OF STALLINGS, UNION COUNTY. NC S-3044
'1649 BRECKONRIDGE CENTER DR., SUITE 107, MONROE, NC 2�210 VITE-P-) DKR
§ FL%NHftl TREE PRESERVATION

• Conditions that now apply to the development of Chestnut Place II are as follows:
1. Access to properties owned by Jonathon P. Knight 07- 147 -141; William L, Jr. and Deborah
Clark 07 -147 -1418; and Jonathon P. Knight 07- 147 -141C, will be provided by the applicant,
Reece Gibson Indefinitely. No construction will be allowed until a fully executed easement
agreement is provided to the Town.
2. All horses shall be built on brick crawl spaces or on a slab foundation with a minimum 18"
brick skirt. Ali homes shall be built with an exterior finish of brick, stone, stucco, cedar
Makes or cement board siding, such as Hardiplank. The fifty -four (54) homes on kits 37-
90 shall be a minimum of 2,800 square feet and shall have architecturally designed
overhangs and ardntectural shingles All new building elevations shall be approved by
Town Planning Staff and/or Town Council and shall be consistent with the conditions
contained in the CUP, as amended.
3. tots 32 thru 36 of Chestnut Phase D shall be built per the conditions applicable to the
existing lots In Chestnut Phase L
4. AO construction related traffic Is prohibited from utiiliing SL Johns Drive for the
mnsbuction of Chestnut Place. The following Is required:
a. A sign shag be posted Identifying construction access only be permitted at Chestnut
Lane entrance.
b. Signs prohibiting construction vehicle access shag be posted on St. Johns Drive.
c. The connection at St Johns Drive shag not be opened until the first Certificate of
Oax;pawy Is Issued.
S. Chestnut Place 11 Will be developed as a separate neighborhood from Chestnut Oaks.
Chestnut Place and Chestnut Oaks will be placed QA-&•sac to al-de -sac with no cut
through (except the original plan at St Johns).
6. Control of the Chestnut Oaks Home Owners Association will be turned entirely aver to the
Home Owners of Chestnut Oaks•
7. Roadway Improvements will match those on the opposite side of PAvette Road on the
appllcantIs side of the street
B A landscape berm will be Irh"W along lots adjacent to Prtvette Road on the applicant's
side of the street.
9. Amenities will be submitted to staff for review and approval.
10. All plans must be approved by NCDOf, Union County Public Works and the Town of
Stallings.
11. Every structure will be located within 750' of a fire hydrant
12. Town Engineer will create a punch list for streets in Chestnut Oaks in conjunction with
NCDOT.
13. The pod and clubhouse shag be constructed and completed for use by the residents in the
neighborhood on or before the Memorial Day following the first home In Chestnut Place H
beirg occupied.
14. Prior to the Town Enghwees approval of the overall subdivision plat for Chestnut Place II,
the developer shall perform any, required maintenance Including, but not limited to, grass
cutting and landscaping of common areas.
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