20150197 Ver 1_401 Application_20150215

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Form Version 1 4 January 2009
Page 1 of 10
PCN Form — Version 1 4 January 2009
'I
ES
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1a
T yp e (s ) of a pp roval sought from the Corps
Section 404 Permit ❑ Sectin 10-Permit
rmit
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 ❑X No
1 d
Type(s) of approval sought from the DWQ (check all that apply)
❑X 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification
❑ Yes ❑X No
For the record only for Corps Permit
❑ Yes ❑X No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for
mitigation of impacts? If so, attach the acceptance letter from mitigation bank
or in -lieu fee program
❑ Yes ❑X No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below
❑ Yes ❑X No
1h
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a
Name of project
Oak Groves Estates
2b
County
Union County
2c
Nearest municipality / town
Weddington
2d
Subdivision name
2e
NCDOT only, T I P or state project no
3.
Owner Information
3a
Name(s) on Recorded Deed
Traton Homes, LLC E
3b
Deed Book and Page No
9V REP
rmw--
3c
Responsible Party (for LLC if
applicable)
.1
3d
Street address
10700 Sikes Place Suite 105 WITTI
3e
City, state, zip
Charlotte, NC 28277
3f
Telephone no
3g
Fax no
3h
Email address
Page 1 of 10
PCN Form — Version 1 4 January 2009
'I
ES

4.
Applicant Information (if different from owner)
4a
Applicant is
❑ Agent ❑X Other, specify Buyer
4b
Name
Eric Smith
4c
Business name
(if applicable)
Pace Development Group
4d
Street address
6719 -C Fairview Road
4e
City, state, zip
Charlotte, NC 28210
4f
Telephone no
704 - 365 -1208
4g
Fax no
4h
Email address
esmith @pacedevelop com
S.
Agent/Consultant Information (if applicable)
5a
Name
Len Rindner
5b
Business name
(if applicable)
Leonard S Rindner, PLLC - Wetlands & Environmental Planning Group
5c
Street address
10612 -D Providence Road, PMB 550
5d
City, state, zip
Charlotte, NC 28277
5e
Telephone no
704 - 904 -2277
5f
Fax no
5g
Email address
len rindner @wetlands -epg corn
Page 2 of 10

B.
Project Information and Prior Project History
1.
Property Identification
1a
Property Identification no (tax PIN or parcel ID)
06192004,06192005A
lb
Site coordinates (in decimal degrees)
Latitude 34 9525 Longitude -80 7789
1c
Property size
2647 acres
2.
Surface Waters
2a
Name of nearest body of water to proposed project
Twelvemile Creek
2b
Water Quality Classification of nearest receiving water
Class C
2c
River basin
Lower Catawba
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 site is currently undeveloped with approximately half used for pasture and the remaining wooded General land use in the vicinity consists of
residential developments and agricultural area
3b
List the total estimated acreage of all existing wetlands on the property 0 081
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 1,015
3d Explain the purpose of the proposed project
The purpose of the project is for development of residential structures and access /road crossing
3e Describe the overall project in detail, Including the type of equipment to be used
Road crossing will be constructed using standard equipment - excavator, trackhoe, dump trucks, etc Culverts will be placed in stream Fill will be places
D
4.
Jurisdictional Determinations
4a
Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
❑X Yes ❑ No ❑ Unknown
Comments
4b
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary ❑ Final
4c
If yes, who delineated the jurisdictional areas?
Name (if known)
Agency /Consultant Company WEPG
Other
4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation
A Jurisdictional Determination request was recently submitted and a site visit with William Elliott was conducted on December 10, 2014 The
open water pond on the site was determined to be excavated in high ground and not considered jurisdictional
5.
Project History
5a
Have permits or certifications been requested or obtained for
this project (Including all prior phases) in the past?
❑ Yes ❑X No ❑ Unknown
5b
If yes, explain in detail according to "help file" instructions
6.
Future Project Plans
6a
Is this a phased project?
❑ Yes ❑X No
6b
If yes, explain
Page 3 of 10
PCN Form —Version 1 4 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
1 a Which sections were completed below for your project (check all that apply)
❑X Wetlands ❑X Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
Wetland impact
number
Permanent (P) or
Temporary T
2b
Type of impact
2c
Type of wetland
2d
Forested
2e
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f
Area of
impact
(acres)
W1 P
Fill
Headwater Wetland
No
Corps
005
W2
Choose one
Choose one
Yes /No
W3
Choose one
Choose one
Yes /No
W4
Choose one
Choose one
Yes /No
W5
Choose one
Choose one
Yes /No
W6
Choose one
Choose one
Yes /No
-
2g Total Wetland Impacts:
005
2h Comments
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
Stream impact
number
Permanent (P) or
Temporary (T)
3b
Type of impact
3c
Stream name
3d
Perennial (PER) or
intermittent (INT)?
3e
Type of
jurisdiction
3f
Average
stream
width
(feet)
3g
Impact
length
(linear
feet)
S1 P
Culvert
UT to Twelvemile Creek
PER
Corps
8
125
S2
Choose one
S3 -
Choose one
-
S4 -
Choose one
-
S5 -
Choose one
S6 -
Choose one
3h Total stream and tributary impacts
125
31 Comments
Page 4 of 10
PCN Form — Version 1 4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then indiv ually list all open water impacts below
4a
Open water
impact number
Permanent (P) or
Temporary T
4b
Name of waterbody
(if applicable)
4c
Type of impact
4d
Waterbody
type
4e
Area of impact (acres)
01
Choose one
Pond
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f Total open water impacts
4g Comments
S. Pond or Lake Construction
If pond or lake construction proposed, the complete the chart below
5a
Pond ID number
5b
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
Choose one
P2
Choose one
5f Total:
5g Comments
5h Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation, then you MUST fill out Section D of this form
6a. Project is in which protected basin?
❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other
6b
Buffer Impact
number —
Permanent (P) or
Temporary T
6c
Reason for impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
impact
(square
feet )
6g
Zone 2
impact
(square
feet
61
Yes /No
B2 -
Yes /No
B3 -
Yes /No
B4 -
Yes /No
B5 -
Yes /No
B6
Yes /No
6h Total Buffer Impacts:
61 Comments
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project
The project area is 26 acres in size in which a portion is bisected by streams /wetlands therefore a road crossing is needed to access uplands within
the western portion of the site Total impacts proposed are to 0 05 acres of a wetland and 1251f of stream The site contains over 890 linear feet of
stream channel and 0 031 acres of wetlands which are being avoided No impacts will occur from lot fill or sewer lines which will be directional bored to
completely avoid stream channel impacts
lb Specifically describe measures taken to avoid or minimize the proposed Impacts through construction techniques
The culvert length and fill within the wetland have been designed /sized to safely accommodate anticipated residential traffic but minimize the area of
impact of existing surface waters
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a Does the project require Compensatory Mitigation for
Impacts to Waters of the U S or Waters of the State?
❑ Yes ❑X No
2b If yes, mitigation Is required by (check all that apply)
❑ DWQ ❑ Corps
2c If yes, which mitigation option will be used for this
project*?
❑ Mitigation bank
❑ Payment to In -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type Choose one
Type Choose one
Type Choose one
Quantity
Quantity
Quantity
3c Comments
4. Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from In -lieu fee program Is attached
❑ Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation, stream temperature
Choose one
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non - riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5. Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1 4 January 2009

6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation
Yes QX No
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required:
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1a
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 ❑ No
2.
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project'?
16%
2b
Does this project require a Stormwater Management Plan?
❑X Yes ❑ No
2c
If this project DOES NOT require a Stormwater Management Plan, explain why
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative
description of the plan
In order to meet the requirements of the local ordinance, four (4) dry detention basins are being proposed for the site and are designed to attenuate
the
2yr and 25yr storms Additionally, these basins have been designed to provide 1' of freeboard on the 1
00y storm The four proposed dry
detention basins will be used as sediment control basins for the road and infrastructure improvements during
the erosion control phases
2e
Who will be responsible for the review of the Stormwater Management Plan?
Union County
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
Union County
❑x Phase II
❑ NSW
3b
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply)
❑ Water Supply Watershed
❑ Other
3c
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑X No
attached?
4.
DWQ Stormwater Program Review
❑Coastal counties
❑HQW
4a
Which of the following state - implemented stormwater management programs apply
❑ORW
(check all that apply)
❑Session Law 2006 -246
❑Other
4b
Has the approved Stormwater Management Plan with proof of approval been
❑X Yes ❑ No
attached?
S.
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
❑X Yes ❑ No
5b
Have all of the 401 Unit submittal requirements been met?
❑X Yes ❑ No
Page 8 of 10
PCN Form —Version 1 4 January 2009

F. Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
la
Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes
❑X No
use of public (federal /state) land?
lb
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
❑ Yes
❑ No
letter )
Comments
2.
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
El Yes
❑X No
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
❑Yes
❑X No
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3.
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes
❑X No
additional development, which could impact nearby downstream water quality?
3b
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
4.
Sewage Disposal (DWQ Requirement)
4a
Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
Wastewater
generated on the site will be transported to the nearest treatment facility via installation of sewer lines
Page 9 of 10
PCN Form —Version 1 4 January 2009

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 ❑X No
habitat?
5b Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ❑X No
impacts?
5c If yes, indicate the USFWS Field Office you have contacted
-
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Professional knowledge of threatened /endangered resources in the area No habitat for potential species exists on site
6. Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ❑X No
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
No Essential Fish Habitat in this region
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ❑X No
status (e g , National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources?
http / /gis ncdcr gov /hpoweb/
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?
Information provided by Engineer and union county floodplain mapping system
�k 5���
A cant/A ent's Signature
pP 9 9
Applicant /Agents Panted Name
Date
(Agent's signature is valid only if an authorization
letter from the applicant is provided
Page 10 of 10

Wetlands and Environmental Planning Group
Agent Authorization Letter
Leonard S Rindner, PLLC
The purpose of this form Is to authorize our firm to act on your behalf in matte ►s related to aquatic
resource (i.e. stream /wetlands) identification /mapping and regulatory permitting The
undersigned, who are either registered property owners or legally authorized to conduct due
diligence activities on the property as identified below, do hereby authorize associates of
Leonard S. Rindner, PLLC, Wetlands and Environmental Planning Group (WEPG) to act on my
behalf and take all actions necessary for the processing, Issuance, and acceptance of applicable
permit(s) and /or certification(s)
Project/Site Name Traton Homes
Property Address. 4100 Wazhaw Marvin Road, Waxhaw, NC
Parcel Identification Number (PIN): 06192004, 06292005A
Select one- I am other
Name: Mr. Eric Smith
Company: Pace Development Group
Mailing Address: 6719 -C Fairview Road, Charlotte, NC 28210
Telephone Number: 704 - 365 -1208
Electronic Mail Address: esmith @pacedevelop.com
il' �-
Property Owner / Interested Buyer* / Other
S-
* The Interested Buyer /Other acknowledges that an agreement and/or formal contract to purchase and/or conduct
due diligence activities exists between the current property owner and the signatory of this authorization in cases
where the property is not owned by the signatory
Charlotte Office www.wetlands -epg com Asheville Office
10612 -D Providence Rd 1070 Tunnel Rd, Bldg. I
PMB 550 Suite 10, PM 283
Charlotte, NC 28277 Asheville, NC 28805
(704) 904 -2277 (828) 708 -7059
len rmdner cx wetlands -epg corn 2 amanda tones @wetlands -epg corn

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Lat: 34.9525 2N CATAWBA NE
Long: 80.7789 °W UNION COUNTY, NC Scale
HUC: 03050103 1:24,000
FIGURE NO. OAK GROVES ESTATES Drawn By: Reviewed By:
4 A iC D r. Union Co., NC HAC I LSR
USGS MAP — WATERS OF THE U.S.
EXISTING CONDITIONS STUDY
SUBJECT TO USACE/NCDENR VERIFICATION
DATE:
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NRCS SOIL MAP — WATERS OF THE U.S.
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' PERENNIAL RPW C POND A — Non -
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USAGE 12 -10 14
#
.i
1
FIGURE NO.
OAK GROVE ESTATES
Drawn By:
Reviewed By:
Union Co., NC
NRN
LSR
DELINEATION MAP — WATERS OF THE U.S.
DATE:
\
EXISTING CONDITIONS STUDY
SUBJECT TO USAGE /NCDfNR VERIFICATION
12 /11 /l4

STREAM REACH EVALUATION FORM
Date
512114 Evaluator NRN
Eastin
80 7789 W
Project
Oak Groves Estates Perennial RPW C
Northing
35 9525N
Total Points:
2
Stream is at least intermittent if > 19 or perennial if > 30*
2
(right-click the purple number and left -click Update Field to summarize points
0
A. Geornorphology Geomorphology
Absent
Weak
Moderate
Strong
SCORE
1a Continuity of channel bed and bank
0
1
2
3
2
2 Sinuosity of channel along thalweg
0
1
2
3
2
3 In- channel structure riffle- / step- pool sequence
0
1
2
3
2
4 Particle size of stream substrate
0
1
2
3
2
5 Active /relic flood lain
0
1
2
3
1
6 Depositional bars or benches
0
1
2
3
2
7 Recent alluvial deposits
0
1
2
3
1
8 Headcuts
0
1
2
3
2
9 Grade controls
0
05
1
1 5
1
10 Natural valley
0
05
1
1 5
1 5
11 Second or greater order channel
No = 0
Yes = 3
0
Geomorphology Subtotal
a Man -made ditches are not rated see discussion in NCDWQ Manual
B. Hydrology
12 Presence of Baseflow
0
1
2
3
1
13 Iron Oxidizing Bacteria
0
1
2
3
0
14 Leaf litter
1 5
1
05
0
1
15 Sediment on plants or debris
0
05
1
1 5
1
16 Organic debris lines or piles Wrack lines
0
05
1
1 5
1
17 Sod -based Evidence of high water table?
No = 0
Yes = 3
3
Hydrology Subtotal
0
C. Biology
18 Fibrous roots in streambed
3
2
1
0
2
19 Rooted upland plants in streambed
3
2
1
0
3
20 Macrobenthos note diversity and abundance
0
1
2
3
0
21 Aquatic Mollusks
0
1
2
3
0
22 Fish
0
05
1
1 5
0
23 Crayfish
0
05
1
15
1
24 Amphibians
0
0 5
1
1 5
1
25 Algae
0
05
1 1
1 5
0
26 Wetland plants in streambed
FACW= 0 75, OBL= 1 5, Other= 0
0
Bioloqv Subtotal
0
* perennial streams may also be identified usinq other methods See paqe 35 of NCDWQ manual
Notes
Adapted from NCDWQ Methodology for Identification of Intermittent and Perennial Streams and their
On ins
I (version 4 11)

STREAM REACH EVALUATION FORM
Date
5/2/14 1 Evaluator I NRN
Easting
80 7789 W
Pro ect
Oak Groves Estates Seasonal RPW F
Northing
35 9525N
Total Points:
2
Stream is at least intermittent if > 19 or perennial if > 30"
1
(right-click the purple number and left -click Update Field to summarize points)
0
A. Geomorphology
Absent
Weak
Moderate
Strong
SCORE
1a Continuity of channel bed and bank
0
1
2
3
1
2 Sinuosity of channel along thalweg
0
1
2
3
2
3 In- channel structure riffle- / step- pool sequence
0
1
2
3
1
4 Particle size of stream substrate
0
1
2
3
1
5 Active /relic flood lain
0
1
2
3
1
6 Depositional bars or benches
0
1
2
3
1
7 Recent alluvial deposits
0
1
2
3
1
8 Headcuts
0
1
2
3
2
9 Grade controls
0
05
1
1 5
05
10 Natural valley
0
0 5
1
1 5
1 5
11 Second or greater order channel
No = 0
Yes = 3
0
Geomor holo Subtotal
0 ON]
a Man -made ditches are not rated see discussion in NCDWQ Manual
B. Hydrology
12 Presence of Baseflow
0
1
2
3
1
13 Iron Oxidizing Bacteria
0
1
2
3
0
14 Leaf litter
1 5
1
05
0
1
15 Sediment on plants or debris
0
05
1
1 5
1
16 Organic debris lines or piles Wrack lines
0
05
1
1 5
1
17 Soil -based Evidence of high water table?
No = 0
Yes = 3
3
Hydrology Subtotal
0
C. Biology
18 Fibrous roots in streambed
3
2
1
0
2
19 Rooted upland plants in streambed
3
2
1
0
3
20 Macrobenthos note diversity and abundance
0
1
2
3
0
21 Aquatic Mollusks
0
1
2
3
0
22 Fish
0
05
1
1 5
0
23 Crayfish
0
05
1
15
1
24 Amphibians
0
05
1
15
1
25 Algae
0
05
1
1 5
0
26 Wetland plants in streambed
FACW= 0 75, OBL= 1 5, Other= 0
0
Biology Subtotal
0
perennial streams may also be identified usmq other methods See page 35 of NCDWQ manual
Notes
Adapted from NCDWQ Methodology for Identification of Intermittent and Perennial Streams and their
On lns
I (version 4 11)

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site Oak Groves Estates
Applicant/Owner
City /County Waxhaw /Union County Sampling Date 05102114
State NC Sampling Point Wtld D,E,G
Investigator(s) NRN, LSR Section, Township, Range
Landform (hillslope, terrace, etc ) Floodolain Local relief (concave, convex, none) Concave Slope ( %) 5 — 15%
Subregion (LRR or MLRA) MLRA 136 Lat 34 9525 N Long 80 7789 W Datum WGS84
Sod Map Unit Name BaC Bad in channery silt loam NWi classification
Are climatic / hydrologic conditions on the site typical for this time of year? Yes Y No (If no, explain in Remarks)
Are Vegetation N Sod N or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation N Sod N or Hydrology N naturally problematic? (If needed, explain any answers in Remarks)
SUMMARY OF FINDINGS - Attach site map showing sampling point locations, transects, Important features, etc
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydnc Sod Present? Yes X No within a Wetiand7 Yes X No
Wetland Hydrology Present? Yes X No
HYDROLOGY
Wetland Hydrology Indicators
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is reauired, check all that aaoly)
_ Surface Sod Cracks (136)
X Surface Water (Al)
_ True Aquatic Plants (B14)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (Cl)
X Drainage Patterns (B10)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (1316)
X Water Marks (B1)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (B2)
_ Recent Iron Reduction in Tilled Sods (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (63)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (B4)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (B5)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (137)
_ Shallow Aquitard (D3)
X Water - Stained Leaves (B9)
_ Microtopographic Relief (D4)
_ Aquatic Fauna (1313)
_ FAC- Neutral Test (D5)
Field Observations
Surface Water Present? Yes X No
Depth (inches) 0 -1
Water Table Present? Yes X No
Depth (inches)
Saturation Present? Yes X No
Depth (inches)
Wetland Hydrology Present? Yes X No
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2 0

VEGETATION (Five Strata) — Use scientific names of plants
Sampling Point- Mid D,E,G
Sapling Stratum (Plot size 30' )
1 Fraxlnus pennsyllvanica 15
2 Ulmus americana 5
3 liguidambar styraciflua 5
4
5
6
50% of total cover
Shrub Stratum (Plot size 30' }
1
2
3
4
5
6
50% of total cover
OBL species
Y FACW FACW species
FAC species
Y FACW
Y FAC FACU species
UPL species
Column Totals
8 (A)
8 (B)
100% (A/B)
Multiply by
x1=
x2=
x3=
x4=
x5=
(A) (B)
Prevalence Index = B/A =
25 = Total Cover Hydrophytic Vegetation Indicators
12 5 20% of total cover 5 — 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test Is >50%
_ 3 - Prevalence Index is <_3 01
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
= Total Cover
20% of total cover
Herb Stratum (Plot size 30' )
1 Lycopus americanus 30 Y OBL
2
3
4
5
6
7
8
9
10
11
30 = Total Cover
50% of total cover 15 20% of total cover 6
Woody Vine Stratum (Plot size 30' )
1 Gelsemium sempervirens 10 Y FAC
2
3
4
5
10 = Total Cover
50% of total cover 5 20% of total cover 2
Remarks (Include photo numbers here or on a separate sheet )
'indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic
Definitions of Five Vegetation Strata
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in
(7 6 cm) or larger in diameter at breast height (DBH)
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in (7 6 cm) DBH
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height
Herb - All herbaceous (non- woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height
Woody vine - All woody vines, regardless of height
Hydrophytic
Vegetation
Presents Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0
Absolute
Dominant Indicator
Dominance Test worksheet
Tree Stratum (Plot size 30' )
% Cover
Species?
Status
Number of Dominant Species
1 Fraxlnus pennsyllvanica
25
Y
FACW
That Are OBL, FACW, or FAC
Total Number of Dominant
Species Across All Strata
2 Ulmus americana 10 Y FACW
3 liquidambar Styraclflua 10 Y FAC
d
Percent of Dominant Species
5
That Are OBL, FACW, or FAC
6
45
= Total Cover
Prevalence Index worksheet
Total % Cover of
50% of total cover
22 5 20% of
total cover
9
Sapling Stratum (Plot size 30' )
1 Fraxlnus pennsyllvanica 15
2 Ulmus americana 5
3 liguidambar styraciflua 5
4
5
6
50% of total cover
Shrub Stratum (Plot size 30' }
1
2
3
4
5
6
50% of total cover
OBL species
Y FACW FACW species
FAC species
Y FACW
Y FAC FACU species
UPL species
Column Totals
8 (A)
8 (B)
100% (A/B)
Multiply by
x1=
x2=
x3=
x4=
x5=
(A) (B)
Prevalence Index = B/A =
25 = Total Cover Hydrophytic Vegetation Indicators
12 5 20% of total cover 5 — 1 - Rapid Test for Hydrophytic Vegetation
X 2 - Dominance Test Is >50%
_ 3 - Prevalence Index is <_3 01
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
= Total Cover
20% of total cover
Herb Stratum (Plot size 30' )
1 Lycopus americanus 30 Y OBL
2
3
4
5
6
7
8
9
10
11
30 = Total Cover
50% of total cover 15 20% of total cover 6
Woody Vine Stratum (Plot size 30' )
1 Gelsemium sempervirens 10 Y FAC
2
3
4
5
10 = Total Cover
50% of total cover 5 20% of total cover 2
Remarks (Include photo numbers here or on a separate sheet )
'indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic
Definitions of Five Vegetation Strata
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in
(7 6 cm) or larger in diameter at breast height (DBH)
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in (7 6 cm) DBH
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height
Herb - All herbaceous (non- woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height
Woody vine - All woody vines, regardless of height
Hydrophytic
Vegetation
Presents Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

CM1
Sampling Point Wtld D,E,G
Profile Description (Describe to the depth needed to document the indicator or confirm the absence of indicators)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc Texture Remarks
0-10 10YR 6/2 90 10YR 5/8 10 C PL.. Clay loam
10-12 10YR 6/8 80 10YR 5/8 20 C PL Clay loam
'Tyne C= Concentration, D= Depletion, RM= Reduced Matrix, MS= Masked Sand Grains 2Location PL =Pore Lining, M= Matrix
Hydrtc Sod Indicators
Indicators for Problematic Hydric Solis3
_ Histosol (Al)
_ Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
_ Histic Epipedon (A2)
_ Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Black Histic (A3)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
_ Hydrogen Suede (A4)
_ Loamy Gleyed Matrix (F2)
_ Piedmont Floodplam Sods (F19)
_ Stratified Layers (A5)
X Depleted Matrix (F3)
(MLRA 136, 147)
_ 2 cm Muck (A10) (LRR N)
_ Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
_ Depleted Below Dark Surface (A11)
_ Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
_ Thick Dark Surface (Al2)
_ Redox Depressions (F8)
_ Sandy Mucky Mineral (S1) (LRR N,
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 147, 148)
MLRA 136)
_ Sandy Gleyed Matrix (S4)
_ Umbnc Surface (F13) (MLRA 136, 122)
31ndicators of hydrophytic vegetation and
_ Sandy Redox (S5)
_ Piedmont Floodplam Soils (F19) (MLRA 148)
wetland hydrology must be present,
_ Stripped Matrix (S6)
_ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic
Type
Depth (inches)
Remarks
Hydnc Soil Present? Yes X No
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

WETLAND DETERMINATION DATA FORM - Eastern Mountains and Piedmont Region
Project/Site Oak Groves Estates City /County Waxhaw /Union Co Sampling Date 05102114
Applicant/Owner State NC Sampling Point Upland DP 1
Investigator(s) NRN, LSR Section, Township, Range
Landform (hdislope, terrace, etc ) Hillslope Local relief (concave, convex, none) Concave Slope ( %) 8 - 15%
Subregion (LRR or MLRA) MLRA 136 Lat 35 9525 N Long 80 7789 W Datum WGS84
Soil Map Unit Name BaC Badm channery silt loam NWI classification
Are climatic / hydrologic conditions on the site typical for this time of year? Yes Y No (If no, explain in Remarks )
Are Vegetation N , Soil N or Hydrology N significantly disturbed? Are "Normal Circumstances" present? Yes X No
Are Vegetation N Soil N or Hydrology N naturally problematic? (If needed, explain any answers in Remarks)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, Important features, etc.
Hydrophytic Vegetation Present? Yes No X Is the Sampled Area
Hydnc Sod Present? Yes No X within a Wetland? Yes No _X
Wetland Hydrology Present? Yes No X
Remarks
HYDROLOGY
Wetland Hydrology Indicators
Secondary Indicators (minimum of two required)
Primary Indicators (minimum of one is required, check all that apoiy)
_ Surface Sod Cracks (136)
_ Surface Water (Al)
_ True Aquatic Plants (1314)
_ Sparsely Vegetated Concave Surface (138)
_ High Water Table (A2)
_ Hydrogen Sulfide Odor (C1)
_ Drainage Patterns (810)
_ Saturation (A3)
_ Oxidized Rhizospheres on Living Roots (C3)
_ Moss Trim Lines (616)
_ Water Marks (131)
_ Presence of Reduced Iron (C4)
_ Dry- Season Water Table (C2)
_ Sediment Deposits (132)
_ Recent Iron Reduction in Tilled Sods (C6)
_ Crayfish Burrows (C8)
_ Drift Deposits (133)
_ Thin Muck Surface (C7)
_ Saturation Visible on Aerial Imagery (C9)
_ Algal Mat or Crust (64)
_ Other (Explain in Remarks)
_ Stunted or Stressed Plants (D1)
_ Iron Deposits (135)
_ Geomorphic Position (D2)
_ Inundation Visible on Aerial Imagery (67)
_ Shallow Aquitard (D3)
_ Water - Stained Leaves (69)
_ Microtopographic Relief (D4)
Aquatic Fauna (1313)
_ FAC- Neutral Test (D5)
Field Observations
Surface Water Present? Yes No
X Depth (inches)
Water Table Present? Yes No
X Depth (inches)
Saturation Present? Yes No
X Depth (inches)
Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available
Remarks
US Army Corps of Engineers Eastern Mountains and Piedmont — Version 2 0

VEGETATION (Five Strata) - Use scientific names of plants.
Absolute Dominant Indicator
Tree Stratum (Plot size 30' ) % Cover Species? Status
1 Quercus alba 35 Y FACU
2 Carya glabra 30 Y FACU
3 1 irinrianrtrnn tiilinifi-m 25 Y FACU
4
5
6
90 = Total Cover
50% of total cover 45 20% of total cover 18
Sapling Stratum (Plot size 30'
1 Quercus alba 25 Y FACU
2 Carya glabra 25 Y FACU
3 Linodendron tulipifera 10 N FACU
4
5
6
60 = Total Cover
50% of total cover 30 20% of total cover 12
Shrub Stratum (Plot size 30' )
1 Elaeagnus angustifolia 25 Y FACU
2 Luonymus amencanus 5 N FAC
3
4
5
6
30 = Total Cover
Sampling Point Upland DP 1
Dominance Test worksheet
Number of Dominant Species
That Are OBL, FACW, or FAC 0 (A)
Total Number of Dominant
Species Across All Strata 8 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC 0% (A/B)
Total % Cover of
Multiply by
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals
(A) (B)
Prevalence Index = B/A =
_ 1 - Rapid Test for Hydrophytic Vegetation
_ 2 - Dominance Test is >50%
_ 3 - Prevalence Index is < -3 0'
_ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic
50% of total cover 15 20% of total cover 6
Herb Stratum (Plot size 30' Tree -Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in
1 Polvstichum acrostichoides 10 Y FACU (7 6 cm) or larger In diameter at breast height (DBH)
z Tioulana discolor 10
3
4
5
6
7
8
9
10
11
Y FACU Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in (7 6 cm) DBH
20 = Total Cover
50% of total cover 10 20% of total cover 2
Woody Vine Stratum (Plot size 30' )
1
2
3
4
5
= Total Cover
50% of total cover 20% of total cover
Remarks (include photo numbers here or on a separate sheet )
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height
Herb - All herbaceous (non- woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height
Woody vine - All woody vines, regardless of height
Hydrophytic
Vegetation
Present? Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

SOIL Sampling Point Upland DP 1
Profile Description (Describe to the depth needed to document the indicator or confirm the absence of indicators )
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Tvae Loc Texture Remarks
0-10 10YR 6/8 90 10YR 7/8 10 C PL Clay loam
10-12 10YR 6/8 85 10YR 7/8 15 C PL Clay loam
D= DeDletion, RM= Reduced Matrix, MS= Masked Sand Grains
Hydric Soil Indicators
_ Histosol (Al)
_ Histic Epipedon (A2)
_ Black Histic (A3)
_ Hydrogen Sulfide (A4)
Stratified Layers (A5)
2 cm Muck (A10) (LRR N)
_ Depleted Below Dark Surface (A11)
_ Thick Dark Surface (Al2)
_ Sandy Mucky Mineral (S1) (LRR N,
MLRA 147, 148)
_ Sandy Gleyed Matrix (S4)
_ Sandy Redox (S5)
_ Stripped Matrix (S6)
Restrictive Layer (if observed)
Type
Depth (inches)
2Location PL =Pore Lining, M =Matrix
Indicators for Problematic Hydric Sc
Dark Surface (S7)
_ 2 cm Muck (A10) (MLRA 147)
Polyvalue Below Surface (S8) (MLRA 147, 148)
_ Coast Prairie Redox (A16)
_ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
Loamy Gleyed Matrix (F2)
_ Piedmont Floodplam Soils (F19)
_ Depleted Matrix (F3)
(MLRA 136, 147)
Redox Dark Surface (F6)
_ Very Shallow Dark Surface (TF12)
Depleted Dark Surface (F7)
_ Other (Explain in Remarks)
Redox Depressions (F8)
_ Iron - Manganese Masses (F12) (LRR N,
MLRA 136)
Umbric Surface (F13) (MLRA 136, 122) 3Indicators of hydrophytic vegetation and
_ Piedmont Floodplam Soils (F19) (MLRA 148) wetland hydrology must be present,
_ Red Parent Material (F21) (MLRA 127, 147) unless disturbed or problematic
Hydric Soil Presents Yes No X
US Army Corps of Engineers Eastern Mountains and Piedmont - Version 2 0

APPROVED JURISDICTIONAL DETERMINATION FORM
U S Army Corps of Engineers
This form should be completed by following the instructions provided in Section IV of the JD Form Instructional Guidebook
SECTION i BACKGROUND INFORMATION
A REPORT COMPLETION DATE FOR APPROVED JURISDICTIONAL DETERMINATION (JD).
B. DISTRICT OFFICE, FiLE NAME, AND NUMBER.
Applicant. Traton Homes
Site- Oak Grove Estates
Form for Jurisdictional Perennial RPW C, Junsdicational Wetland D, Juriscictiomal Wetland E, Jurisdictional Wetland E,
Jurisdictional Seasonal RPW F, Jurisdictional Wetland G.
C PROJECT LOCATION AND BACKGROUND INFORMATION
State NC County /parish/borough Union City Weddmgton
Center coordinates of site (]at/long in degree decimal format) Lat 34 9525° N, Long -80 7789° W
Universal Transverse Mercator
Name of nearest waterbody Twelvemile Creek
Name of nearest Traditional Navigable Water (TNW) into which the aquatic resource flows Twelvemile Creek
Name of watershed or Hydrologic Unit Code (HUC) 03050103 Lower Catawba
® Check if map /diagram of review area and /or potential jurisdictional areas is /are available upon request
❑ Check if other sites (e g, offsite mitigation sites, disposal sites, etc ) are associated with this action and are recorded on a
different JD form
D. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY)
❑ Office (Desk) Determination Date
® Field Determination Date(s) 12 -10 -2014
SECTION II SUMMARY OF FINDINGS
A RHA SECTION 10 DETERMINATION OF JURISDICTION
There Axe __' "navigable waters of the US " within Rivers and Harbors Act (RHA) jurisdiction (as defined by 33 CFR part 329) in the
review area [Required]
❑ Waters subject to the ebb and flow of the tide
❑ Waters are presently used, or have been used in the past, or may be susceptible for use to transport interstate or foreign commerce
Explain
B CWA SECTION 404 DETERMINATION OF JURISDICTION
There Are "waters of the US " within Clean Water Act (CWA) jurisdiction (as defined by 33 CFR part 328) in the review area [Required]
1 Waters of the U S
a Indicate presence of waters of U S in review area (check all that apply)- i
❑ TNWs, including territorial seas
❑ Wetlands adjacent to TNWs
® Relatively permanent waterS2 (RPWs) that flow directly or indirectly into TNWs
❑ Non -RPWs that flow directly or indirectly into TNWs
® Wetlands directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to but not directly abutting RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs
❑ Impoundments ofjunsdictional waters
❑ Isolated (interstate or intrastate) waters, including isolated wetlands
b. Identify (estimate) size of waters of the U S in the review area
Non - wetland waters 10151inear feet 7 width (ft) and/or 0 101 acres
Wetlands 0 081 acres
c Limits (boundaries) of jurisdiction based on Estabhshed by OHWM;
Elevation of established OHWM (if known)
2. Non - regulated waters /wetlands (check if applicable)-'
Boxes checked below shall be supported by completing the appropriate sections in Section III below
2 For purposes of this form, an RPW is defined as a tributary that is not a TNW and that typically flows year -round or has continuous flow at least "seasonally"
(e g , typically 3 months)

® Potentially jurisdictional waters and/or wetlands were assessed within the review area and determined to be not jurisdictional
Explain Pond A was determined to be excavated in an upland having no significant nexus to adjacent jurisdictional
surface waters
' Supporting documentation is presented in Section III F

SECTION iii CWA ANALYSIS
A TNWs AND WETLANDS ADJACENT TO TNWs
The agencies will assert jurisdiction over TNWs and wetlands adjacent to TNWs If the aquatic resource is a TNW, complete
Section III A 1 and Section III D 1 only, if the aquatic resource is a wetland adjacent to a TNW, complete Sections III A 1 and 2
and Section III D 1 , otherwise, see Section IiI B below
1. TNW
Identify TNW
Summarize rationale supporting determination
2 Wetland adjacent to TNW
Summarize rationale supporting conclusion that wetland is "adjacent"
B CHARACTERISTICS OF TRIBUTARY (THAT IS NOT A TNW) AND ITS ADJACENT WETLANDS (IF ANY)
This section summarizes information regarding characteristics of the tributary and its adjacent wetlands, if any, and it helps
determine whether or not the standards for jurisdiction established under Rapanos have been met
The agencies will assert jurisdiction over non - navigable tributaries of TNWs where the tributaries are "relatively permanent
waters" (RPWs), i.e tributaries that typically flow year -round or have continuous flow at least seasonally (e g, typically 3
months). A wetland that directly abuts an RPW is also ,jurisdictional If the aquatic resource is not a TNW, but has year -round
(perennial) flow, skip to Section IILD 2. If the aquatic resource is a wetland directly abutting a tributary with perennial flow,
skip to Section III D 4
A wetland that is adjacent to but that does not directly abut an RPW requires a significant nexus evaluation Corps districts and
EPA regions will include in the record any available information that documents the existence of a significant nexus between a
relatively permanent tributary that is not perennial (and its adjacent wetlands if any) and a traditional navigable water, even
though a significant nexus finding is not required as a matter of law
If the waterbody4 is not an RPW, or a wetland directly abutting an RPW, a JD will require additional data to determine if the
waterbody has a significant nexus with a TNW. If the tributary has adjacent wetlands, the significant nexus evaluation must
consider the tributary in combination with all of its adjacent wetlands. This significant nexus evaluation that combines, for
analytical purposes, the tributary and all of its adjacent wetlands is used whether the review area identified in the JD request is
the tributary, or its adjacent wetlands, or both If the JD covers a tributary with adjacent wetlands, complete Section III B 1 for
the tributary, Section III.B.2 for any onsite wetlands, and Section III B 3 for all wetlands adjacent to that tributary, both onsite
and offsite The determination whether a significant nexus exists is determined in Section III C below
1 Characteristics of non -TNWs that flow directly or indirectly into TNW
(i) General Area Conditions-
Watershed size 927square miles
Drainage area 75 1 acres
Average annual rainfall 44 inches
Average annual snowfall 0 inches
(n) Physical Characteristics
(a) Relationship with TNW
❑ Tributary flows directly into TNW
® Tributary flows through 2 tributaries before entering TNW
Project waters are d (or less) river miles from TNW
Project waters are 4 (or less) river miles from RPW
Project waters are I (or less) aerial (straight) miles from TNW
Project waters are 4 (or less) aenal (straight) miles from RPW
Project waters cross or serve as state boundaries Explain
Identify flow route to TNWS On-site jurisdictional features flow into an unnamed tributary of Twelvemile Creek then to
Twelvemile Creek (TNW)
Note that the Instructional Guidebook contains additional information regarding swales, ditches, washes, and erosional features generally and in the and
West
5 Flow route can be described by identifying, e g , tributary a, which flows through the review area, to flow into tributary b, which then flows into TNW

Tributary stream order, if known 1
(b) General Tributary Characteristics (check all that apply
Tributary is ® Natural
❑ Artificial (man -made) Explain
❑ Manipulated (man - altered) Explain
Tributary properties with respect to top of bank (estimate)
Average width 7 feet
Average depth +/ -3 feet
Average side slopes 2.1
Primary tributary substrate composition (check all that apply)
® Silts ® Sands
❑ Cobbles ® Gravel
❑ Bedrock ❑ Vegetation Type /% cover
❑ Other Explain
❑ Concrete
❑ Muck
Tributary condition /stability [e g , highly eroding, sloughing banks] Explain
Presence of run/nffle /pool co mplexes_Explain
Tributary geometry Relatively straight
Tributary gradient (approximate average slope) %
(c) Flow
Tributary provides for Seasonal-flow-
Estimate average number of flow events in review area/year 640,
Describe flow regime
Other information on duration and volume
Surface flow is Discrete and confined Characteristics
Subsurface flow Unknown Explain findings
❑ Dye (or other) test performed
Tributary has (check all that apply)
® Bed and banks
® OHWM6 (check all indicators that apply)
® clear, natural line impressed on the bank
❑
® changes in the character of soil
❑
❑ shelving
❑
❑ vegetation matted down, bent, or absent
® leaf litter disturbed or washed away
❑
❑ sediment deposition
❑
❑ water staining
❑
❑ other (list)
❑ Discontinuous OHWM I Explain
the presence of litter and debris
destruction of terrestrial vegetation
the presence of wrack line
sediment sorting
scour
multiple observed or predicted flow events
abrupt change in plant community
If factors other than the OHWM were used to determine lateral extent of CWA jurisdiction (check all that apply)
❑ High Tide Line indicated by ❑ Mean High Water Mark indicated by
❑ oil or scum line along shore objects ❑ survey to available datum,
❑ fine shell or debris deposits (foreshore) ❑ physical markings,
❑ physical markings /characteristics ❑ vegetation lines /changes in vegetation types
❑ tidal gauges
❑ other (list)
(m) Chemical Characteristics
Characterize tributary (e g , water color is clear, discolored, oily film, water quality, general watershed characteristics, etc )
Explain water color is clear - no signs of pollutants
Identify specific pollutants, if known
6A natural or man -made discontinuity in the OHWM does not necessarily sever jurisdiction (e g , where the stream temporarily flows underground, or where
the OHWM has been removed by development or agricultural practices) Where there is a break in the OHWM that is unrelated to the waterbody's flow
regime (e g, flow over a rock outcrop or through a culvert), the agencies will look for indicators of flow above and below the break
'Ibid

(iv) Biological Characteristics. Channel supports (check all that apply).
® Riparian corridor Characteristics (type, average width) Forested/25 -50ft
® Wetland fringe Characteristics Forested wetland areas within abutting RPW floodplams
❑ Habitat for
❑ Federally Listed species Explain findings
❑ Fish /spawn areas Explain findings
❑ Other environmentally - sensitive species Explain findings
❑ Aquatic /wildlife diversity Explain findings
2 Characteristics of wetlands adjacent to non -TNW that flow directly or indirectly into TNW
(i) Physical Characteristics
(a) General Wetland Characteristics
Properties
Wetland size acres
Wetland type Explain
Wetland quality Explain
Project wetlands cross or serve as state boundaries Explain
(b) General Flow Relationship with Non -TNW
Flow is Pick List Explain Wetlands located adjacent to perennial and up and downslope of intermittent channels
having flows resulting from precipitation events
Surface flow is Pick_ List
Characteristics
Subsurface flow Pick List Explain findings
❑ Dye (or other) test performed
(c) Wetland Adjacency Determination with Non-TNW
® Directly abutting
❑ Not directly abutting
❑ Discrete wetland hydrologic connection Explain
❑ Ecological connection Explain
❑ Separated by bemvbamer Explain
(d) Proximity (Relationship) to TNW
Project wetlands are Pick List river miles from TNW
Project waters are Pick List aenal (straight) miles from TNW
Flow is from P-ick List _ _
Estimate approximate location of wetland as within the Pick List floodplam
(n) Chemical Characteristics
Characterize wetland system (e g, water color is clear, brown, oil film on surface, water quality, general watershed
characteristics, etc ) Explain
Identify specific pollutants, if known
(m) Biological Characteristics Wetland supports (check all that apply)
❑ Riparian buffer Characteristics (type, average width) ,
❑ Vegetation type /percent cover Explain
❑ Habitat for
❑ Federally Listed species Explain findings
❑ Fish /spawn areas Explain findings
❑ Other environmentally - sensitive species Explain findings
❑ Aquatic /wildlife diversity Explain findings typical wetland species - amphibians, etc
3. Characteristics of all wetlands adjacent to the tributary (if any)_ —�
All wetland(s) being considered in the cumulative analysis Pick Li-st
Approximately ( ) acres in total are being considered in the cumulative analysis

For each wetland, specify the following
Directly abuts9 (Y/N) Size (in acres). Directly abuts? (Y/N) Size (in acres)
Summarize overall biological, chermcal and physical functions being performed Onsite wetlands and jurisdictional
RPW's provide habitat for herpetofauna and macromvertebrates These wetlands have the capacity to provide nutrients and organic
carbon to downstream food webs Wetlands provide flood storage during rain events and ground water recharge during dry penods
The wetlands also trap and filter pollutants before reaching Perennial RPWs on site and the Rocky River (TNW)
C SIGNIFICANT NEXUS DETERMINATION
A significant nexus analysis will assess the flow characteristics and functions of the tributary itself and the functions performed
by any wetlands adjacent to the tributary to determine if they significantly affect the chemical, physical, and biological integrity
of a TNW For each of the following situations, a significant nexus exists if the tributary, in combination with all of its adjacent
wetlands, has more than a speculative or insubstantial effect on the chemical, physical and /or biological integrity of a TNW
Considerations when evaluating significant nexus include, but are not limited to the volume, duration, and frequency of the flow
of water in the tributary and its proximity to a TNW, and the functions performed by the tributary and all its adjacent
wetlands It is not appropriate to determine significant nexus based solely on any specific threshold of distance (e g between a
tributary and its adjacent wetland or between a tributary and the TNW) Similarly, the fact an adjacent wetland lies within or
outside of a floodplam is not solely determinative of significant nexus
Draw connections between the features documented and the effects on the TNW, as identified in the Rapanos Guidance and
discussed in the Instructional Guidebook Factors to consider include, for example
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to carry pollutants or flood waters to
TNWs, or to reduce the amount of pollutants or flood waters reaching a TNW9
• Does the tributary, in combination with its adjacent wetlands (if any), provide habitat and lifecycle support functions for fish and
other species, such as feeding, nesting, spawning, or rearing young for species that are present in the TNW9
• Does the tributary, in combination with its adjacent wetlands (if any), have the capacity to transfer nutnents and organic carbon that
support downstream foodwebs9
• Does the tributary, in combination with its adjacent wetlands (if any), have other relationships to the physical, chemical, or
biological integrity of the TNW9
Note the above list of considerations is not inclusive and other functions observed or known to occur should be documented
below
1 Significant nexus findings for non -RPW that has no adjacent wetlands and flows directly or indirectly into TNWs. Explain
findings of presence or absence of significant nexus below, based on the tributary itself, then go to Section III D
Significant nexus findings for non -RPW and its adjacent wetlands, where the non -RPW flows directly or indirectly into
TNWs Explain findings of presence or absence of significant nexus below, based on the tributary in combination with all of its
adjacent wetlands, then go to Section III D
Significant nexus findings for wetlands adjacent to an RPW but that do not directly abut the RPW. Explain findings of
presence or absence of significant nexus below, based on the tributary in combination with all of its adjacent wetlands, then go to
Section III D Wetland C is 0 07 acres in size and is adjacent but not abutting a perennial RPW located along the property
boundary (Perennial RPW B) There is upland area separating the wetland from the adjacent RPW but surrounding characteristics
such as wrack lines and drainage patterns indicate that water from Wetland C flows downslope to the perennial RPW Wetland Cis
considered jurisdictional due to its significant nexus to the downstream TNW through the perennial RPW Wetland E is 0 05 acres
in size and is adjacent but not abutting a seasonal RPW located in the southern portion of the site (Seasonal RPW K3) There is
several hundred feet of high ground before the confluence with the Seasonal RPW, however, there are indicators present such as
swales /ephemeral conveyance channels that indicate water from Wetland E flows downslope to the seasonal RPW Wetland E is
considered jurisdictional due to its significant nexus to the downstream TNW through the seasonal/perennial RPWs and wetland
complex Pollutants can be transported from these wetlands to the TNW by the identified routes Additionally, these wetlands have
the capacity to reduce pollutants through vegetation filtering, reduce flooding by providing storage, provide recharge to adjacent
RPW during dry climate conditions, transfer nutrients and organic carbon to downstream food webs, and provide habitat for
amphibians and other wildlife
D DETERMINATIONS OF JURISDICTIONAL FINDINGS THE SUBJECT WATERS/WETLANDS ARE (CHECK ALL
THAT APPLY):

I TNWs and Adjacent Wetlands. Check all that apply and provide size estimates in review area
❑ TNWs linear feet width (ft), Or, acres
❑ Wetlands adjacent to TNWs acres
RPWs that flow directly or indirectly into TNWs
® Tributaries of TNWs where tributaries typically flow year -round are jurisdictional Provide data and rationale indicating that
tributary is perennial Perennial RPW C shows typical morphology and flow of perennial streams for this region and the
determination is supported by the accompanying Stream Reach Evaluation Form
Tributaries of TNW where tributaries have continuous flow `seasonally" (e g , typically three months each year) are
® Tributaries of TNW where tributaries have continuous flow "seasonally" (e g , typically three months each year) are
jurisdictional Data supporting this conclusion is provided at Section III B Provide rationale indicating that tributary flows
seasonally Seasonal RPW F exhibits geomorphology, hydrology, and biological indicators consistent with seasonal flowing
streams in the piedmont ecoregion as documented by the attached NCDWQ Stream Identification Assessment Forms
Provide estimates for jurisdictional waters in the review area (check all that apply)
® Tributary waters 1015 linear feet 7 width (ft)
❑ Other non - wetland waters acres
Identify type(s) of waters
3 Non -RPWss that flow directly or indirectly into TNWs
❑ Waterbody that is not a TNW or an RPW, but flows directly or indirectly into a TNW, and it has a significant nexus with a
TNW is jurisdictional Data supporting this conclusion is provided at Section III C
Provide estimates for jurisdictional waters within the review area (check all that apply)
❑ Tributary waters linear feet width (ft)
❑ Other non - wetland waters acres
Identify type(s) of waters
Wetlands directly abutting an RPW that flow directly or indirectly into TNWs
® Wetlands directly abut RPW and thus are jurisdictional as adjacent wetlands
® Wetlands directly abutting an RPW where tributaries typically flow year -round Provide data and rationale
indicating that tnbutary is perennial in Section III D 2, above Provide rationale indicating that wetland is
directly abutting an RPW Wetland D and Wetland E are directly abutting perennial RPW C with no break in
,jurisdiction
® Wetlands directly abutting an RPW where tributaries typically flow "seasonally " Provide data indicating that tributary is
seasonal in Section III B and rationale in Section III D 2, above Provide rationale indicating that wetland is directly
abutting an RPW Wetland G is directly abutting seasonal RPW F with no break m junsdiction
Provide acreage estimates for jurisdictional wetlands in the review area 0 081 acres
5 Wetlands adjacent to but not directly abutting an RPW that flow directly or indirectly into TNWs
❑ Wetlands that do not directly abut an RPW, but when considered in combination with the tributary to which they are adjacent
and with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisidictional Data supporting this
conclusion is provided at Section III C
Provide acreage estimates for jurisdictional wetlands in the review area acres
6. Wetlands adjacent to non -RPWs that flow directly or indirectly into TNWs
❑ Wetlands adjacent to such waters, and have when considered in combination with the tributary to which they are adjacent and
with similarly situated adjacent wetlands, have a significant nexus with a TNW are jurisdictional Data supporting this
conclusion is provided at Section III C
Provide estimates for jurisdictional wetlands in the review area acres
7 Impoundments of jurisdictional waters v
'See Footnote # 3
' To complete the analysis refer to the key in Section 111 D 6 of the Instructional Guidebook

As a general rule, the impoundment of a Jurisdictional tributary remains Jurisdictional
❑ Demonstrate that impoundment was created from "waters of the U S ," or
❑ Demonstrate that water meets the criteria for one of the categories presented above (1 -6), or
❑ Demonstrate that water is isolated with a nexus to commerce (see E below)
E. ISOLATED [INTERSTATE OR INTRA- STATE] WATERS, INCLUDING ISOLATED WETLANDS, THE USE,
DEGRADATION OR DESTRUCTION OF WHICH COULD AFFECT INTERSTATE COMMERCE, INCLUDING ANY
SUCH WATERS (CHECK ALL THAT APPLY) 10
❑ which are or could be used by interstate or foreign travelers for recreational or other purposes
❑ from which fish or shellfish are or could be taken and sold in interstate or foreign commerce
❑ which are or could be used for industrial purposes by industries in interstate commerce
❑ Interstate isolated waters Explain
❑ Other factors Explain
Identify water body and summarize rationale supporting determination
Provide estimates for Jurisdictional waters in the review area (check all that apply)
❑ Tributary waters linear feet width (ft)
❑ Other non - wetland waters acres
Identify type(s) of waters
Wetlands acres
NON - JURISDICTIONAL WATERS, INCLUDING WETLANDS (CHECK ALL THAT APPLY)
❑ If potential wetlands were assessed within the review area, these areas did not meet the criteria in the 1987 Corps of Engineers
Wetland Delineation Manual and/or appropriate Regional Supplements
❑ Review area included isolated waters with no substantial nexus to interstate (or foreign) commerce
❑ Prior to the Jan 2001 Supreme Court decision in "SWANCC," the review area would have been regulated based solely on the
"Migratory Bird Rule" (MBR)
® Waters do not meet the "Significant Nexus" standard, where such a finding is required for Jurisdiction Explain Pond A was
determined to be excavated in an upland having no significant nexus to adjacent jurisdictional surface waters
❑ Other (explain, if not covered above)
Provide acreage estimates for non- Junsdictional waters in the review area, where the sole potential basis of Jurisdiction is the MBR
factors (i e , presence of migratory birds, presence of endangered species, use of water for irrigated agriculture), using best professional
Judgment (check all that apply)
❑ Non - wetland waters (i e, rivers, streams) linear feet width (ft)
❑ Lakes /ponds acres
❑ Other non - wetland waters acres List type of aquatic resource
❑ Wetlands acres
Provide acreage estimates for non - jurisdictional waters in the review area that do not meet the "Significant Nexus" standard, where such
a finding is required for Jurisdiction (check all that apply)
❑ Non - wetland waters (i e, rivers, streams) linear feet, width (ft)
Lakes /ponds 0 61 acres
❑ Other non - wetland waters acres List type of aquatic resource
❑ Wetlands acres
SECTION IV DATA SOURCES
A SUPPORTING DATA Data reviewed for JD (check all that apply - checked items shall 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
10 Prior to asserting or declining CWA jurisdiction based solely on this category, Corps Districts will elevate the action to Corps and EPA HQ for
review consistent with the process described in the Corps/EPA Memorandum Regarding CWA Act Junsdtction Following Rapanos

n
a
►,1
■
■
■
■
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
USDA Natural Resources Conservation Service Soil Survey Citation
National wetlands inventory map(s) Cite name
State/Local wetland inventory map(s)
FEMA/FIRM maps
100 -year Floodplam 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
Applicable /supporting case law
Applicable /supporting scientific literature
Other information (please specify)
B ADDITIONAL COMMENTS TO SUPPORT JD

OAK GROVES ESTATES
APPROXIMATE JURISDICTIONAL WETLAND AND STREAM DIMENSIONS
JURISDICTIONAL WETLANDS
Sq Ft Acres
JURISDICTIONAL RPWs
LF
Acres
Jurisdictional Wetland D
2792 0 064096
Jurisdictional Perennial RPW Tributary C
530
0 099
Jurisdictional Wetland E
92 0002112
Jurisdictional Seasonal RPW Tributary F
485
0 002
Jurisdictional Wetland G
659 0015129
Total Jurisdictional Wetlands
3543 0081336
Total Jurisdictional RPWs
1015
0 101
NON - JURISDICTIONAL PONDS
Non - Jurisdictional Pond A
26561 0609757
TOTAL RPWs 1015 0 101
TOTAL SITE ACREAGE 265
TOTAL WATERS OF THE US ACREAGE 0182336
TOTAL UPLAND ACRES 2631766
NOTES
Table 1 WOUS Summary
Table
Wetlands and Environmental Planning Group Leonard S. Rindner, PLLC

WETLAND TABLE
WETLANDS SF ACRES
PERNNIAL RPW "C" 4 354 0 099
WETLAND "D" 2 792 0 017
WETLAND E" 92 10002
SEASONAL RPW "F' 2374 0002
WETLAND "G" 659 10 015
TOTAL JURISDICTIONAL WETLANDS 10 271 10 235
NOTES,
SUBJECT TRACT GRAPHICALLY NOT LOCATED ZONE "X "(OTHER
AREAS) -AREAS OUTSIDE OF THE 02S ANNUAL CHANCE FLOODPLAIN
(500 YEAR FLOODPLAIN) AREAS OUTSIDE OF THE FUTURE CONDITIONS
FLOODPLAIN (100 YEAR FLOODPLAIN) PER FEMA FIRM MAP NUMBER
3710446400J WITH AN EFFECTIVE DATE OF OCTOBER 16 2008
WETLANDS AND STREAM DELINEATION BY LEONARD S RINDNER PWS
THIS PUT REPRESENTS A WETLAND SURVEY AND IS NOT INTENTEO TO
BE A BOUNDARY SURVEY
BOUNDARY INFORMATION TAKEN FROM PREVIOUS SURVEY BY ESP
ASSOCIATES P A ENTITLED BOUNDARY SURVEY OF TAX PARCEL/
06192004 06192005A DATED MARCH 6 2014 WETLANDS SURVEY
COMPLETED APRIL 2014 AREA COMPUTED BY COORDINATE METHOD
-
NCGS MONUMENT "UNION HM61"
I
THIS PROPERTY MAY BE SUBJECT TO EASEMENTS OR RIGHTS -OF -WAY
OF RECORD SUBJECT TRACT TAX PARCEL / 051- 920 -04
NAD 83(2011)
PID# 06192005D
061- 200 -05A
qq
E =1 483 662 17
TOWN OF WAXHAW
SUBJECT TRACT DEED REFERENCE DO 333 PG 155 DO 369 PC 418
Z
g00
/
DO 5957 PG 765 I
DO 372 PG 797 OF THE UNION COUNTY REGISTRY
5841
1" PIPE
N285340 W
304 32 (T)
PROJECT BOUNDARY
FOUND
#5 REBAR
PID# 06213026
DENNIS L HANSON & WIFI
SUSAN C HANSON
DO 891 PG 11
PC A FILE 136 -A
I`MAN Ci` &�pl
FOUND
/ l
50(TOTAL) 1TOWN OF WAXHAW FOUND #4 REBAR
#6 REBAR N83 46 37 "E 1299 70 (TOTAL)
688 98 35292 90l 09' POINT OF BEGINNING
UNION COUNTY 978 3091 NCGS GRID COORDS
1 SEE SHEET PID# 06192004 NAD 83(2011)
3 N= 44282409 OF 5 DR WILLIAM C SCUGG JR E= 1467650 57
DB 333 PG 155 PROJECT BOUNDARY
DO 372 PG 797
PID# 06192005A 4022 WAXHAW MARIAN ROAD
664 633 SOFT
DR WILLIAM C SCUGG JR & a
GRAVEL 15 258 ACRES
WIFE ERNESTINE F SUGG
DRIVEWAY GLACIER
4100 WAXHAW MARIAN ROAD SEE SHEET
#KIOLGORE
NCGS MONUMENT "UNION HM61"
2 OF 5
NCGS GRID COORDS
NAD 83(2011)
PID# 06192005B
N =459 361 18 �^
TOWN OF WAXHAW
E =1 483 662 17
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#6 REBAR N83 46 37 "E 1299 70 (TOTAL)
688 98 35292 90l 09' POINT OF BEGINNING
UNION COUNTY 978 3091 NCGS GRID COORDS
1 SEE SHEET PID# 06192004 NAD 83(2011)
3 N= 44282409 OF 5 DR WILLIAM C SCUGG JR E= 1467650 57
DB 333 PG 155 PROJECT BOUNDARY
DO 372 PG 797
PID# 06192005A 4022 WAXHAW MARIAN ROAD
664 633 SOFT
DR WILLIAM C SCUGG JR & a
GRAVEL 15 258 ACRES
WIFE ERNESTINE F SUGG
DRIVEWAY GLACIER
4100 WAXHAW MARIAN ROAD SEE SHEET
#KIOLGORE
_ / -- PROJECT BOUNDARY 488 442 SOFT
2 OF 5
CHARLES &WIFE\
ELSIE KILGORE
11 213 ACRES
` GRAVEL
DO 404 PG 486
/ FOUND PIPE
�"
DRIVEWAY
PC A FILE 136 -A
UNION COUNTY FOUND PROJECT BOUNDARY
1 BRIDGE FOUND
S834s3a "w #4 REBAR
_
5841
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o v ti a I PC K FILE 97
PC J FILE 386 FOUND #5 J\ ANKUN\FOREST MAP 1A
REBAR PC J FILE' 15
/
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J IRISDI TIONAI WATFRS.OF
THE l S
Q "Q /
THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE
�Z4)
p4U
BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS
STREAM C
STREAM F
0099 ACRES
0002 ACRES
4t�i
Y
DETERMINED BY THE UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANCE IN
THE LAW OR OUR PUBUSHED REGULATIONS THE DETERMINATION OF SECTION 404
TOTAL STREAM AREA
0101 ACRES
JURISDICTION MAY BE REUED UPON FOR A PERIOD NOT TO EXCEED FIVE (5) YEARS
FROM THIS DATE THIS UNDERSIGNED COMPLETED THIS DETERMINATION WAS
LEGEND
UTILIZING THE APPROPRIATE REGIONAL SUPPLEMENT TO THE 1987 U S ARMY
CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL
S AM
NAME TYPE LINEAR FEET A R
STREAM C PERENNIAL 1 530 1 8
STREAM F SEASONAL 1 485 1 5
TOTAL 1 015 ;'�7y 15� �
ESP A—.t. P A
PO� 11105
ClurNi,� NC Zd2tl
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DO DEED BOOK
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PG PAGE
0 FOUND MONUMENTATION AS NOTED REGULATORY OFFICIAL DATE
SF SQUARE FEET
AC ACRES
LF LINEAR FEET
GNP CORRUGATED METAL PIPE BAR SCALE 1 -200
D SANITARY MANHOLE TITLE USACE ACTON 10
FD FOUNO thp� �MM4tWt
NMS NO MONUMENTATION SET
:P R IRON PIP a 070 CARp4�2 0 50 100 200 400 ROD
RS REBAR M t+ / / M`�C! 9
—55 55 SANITARY SEWER LINE _O` �� �' S= 'g WETLANDS SURVEY OF s
-- -- — -- PROPERTY LINE
- — - ADJACENT PROPERTY LINE Q SEAL LICENSE NO TAX PARCELS 06192004 & 06192005A ,
wA� DUKE POWER TRANSMISSION LINE _ C -0587 MAP 1 (COVER SHEET)
L -4461
WETLANDS J7 v 's U : CiTY OF CHARLATTE, MECEIENHURG CO INC u
].:CZ) JF. s F F' ClaW TRAT'ON HOM OF THE CA OIWS I
SUR � S Q 107000 STSPS PLACE SUITE 105
ASSESSED JURISDICTIONAL L,q PEL ?r A S NC X8277
PERENNIAL RPW y
"L'�:r C e...t`�.�..L� gSSOCIPZ�r'� — — &A I MR I nAw I sce

This drowing d /ur the design shown are the p partyy of ESP AssoNates P A The
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nsent is prutubited and any infnngement will be subteat to Iegal -b-
ESP Assocu,tes P A f
SITE pSy
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W162 �,A�y F D tom` OtON O
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06192004
DR WILLIAM C SCUGG JR
DB 333 PC 155
DB 372 PG 797
4022 WAXHAW MARVIN ROAD
664 633 SOFT
15 258 ACRES
6�
W169
X20
1
> NON— JURISDICTIONAL
FARM POND A
26561 SF
0 610 AC
f
w £
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#4 REBAR \ N55413 E FOUND PROJECT
I 38 O5 8 BAR \ BOUNDARY
5858 =55 22 "W 97 63 (TOTAL) q4 RE—� �—
106 64 16206 PID# 06192346
PID# 06192345 PID# 06192337 I ANKLIN FOREST
ANKLIN FOREST HOMEOWNERS TAMMY 4 ALVAREZ & HOMEOWNERS
ASSOCIATION INC HUSBAND MICHAEL J ALVAREZ ASSOCIATION INC
DB 4916 PG 156 DS 4619 PG 361 DB 4916 PG 156 BAR SCALE
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ANKLIN FOREST HOMEOWNERS
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DB 4916 PG 156 N JURISDICTIONAL I
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0 92 SF w
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O1 I w DR WILL IAM C SC
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DB 372 PG 797 W100 W95
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W133
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N28•53 40 "W 50 03 (T)
WI42
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W132
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1452 W128
W734 Wry 40
W112
W127
/
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W120 W139
W110
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W121 (TIE LINE)
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W122 S 13 37 04
W
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2208
2208
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2095 SF
JURISDICTIONAL
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W82
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0018 AC
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• 2793 SF
W93
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W72
W713 W114
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W109 W135
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W108
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W107 1999
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JURISDICTIONAL
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PERENNIAL RPW C
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0 033 AC
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OR
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40 80
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c sent �s prahlbited ontl ony hMngement will be eublect to legal actwn /
ESP A --otes PA
PID# 06213026
DENNIS L HANSON & WIFE
SUSAN C HANSON
DB 891 PG 11
PC A FILE 136 —A
1093
N
PID# 06192005D
/ TOWN OF WAXHAW
DB 5957 PG 765
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SEASONAL RPW F
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/ FOUND #4 0002 AC
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FOUND #5 REBAR� W67 \
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W47 W28
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W40 y1Gh %43 4100 WAXHAW PG qN ROAD
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659 SF
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0 10 20 40 80
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MAP 4 D7
MY OF CHARLOTTE, MECRI.ENRURG CO , NC o
CLiEN1` TRATON HODS OF THE CAROLINAS
107000 SHIM PLACE sm 105
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Parcel Line Table
Lme �
Direction
Length
W61
5 593809 E
14 31
W62
N 70 24 03" E
8 68
W63
N 327701 E
2263
W64
N 240728 E
25 70
W65
N 200547" W
1165
W66
N 784603' E
1049
W67
N 50'1254" E
317
W68
S 5 34 40" E
34 02
W69
S 1 34 40 W
5 51
W70
S 35'16 51' W
18 89
W71
S 32349 W
6 24
W72
E
W43
S 69 55 49" E
4 35
W44
N 53 39 48° E
10 29
W45
N 41 42 38` E
15 88
W46
N 72'7237' E
2117
W47
N 50 43 2B° E
5 92
W48
N 576 OS' E
512
W49
N 82'58 03° E
10 54
W50
N 50 51 26' E
7 67
W51
N 5 29 02" W
4 8B
W52
N 30'05 42° E
4 08
W53
N 56'11 41" E
23 60
W54
N 77'00 20" E
23 15
W55
N 6526 44" E
34 09
W56
N 70 34 32" E
12 11
W57
N 314076' E
1181
W58
N 7 07 27" W
12 91
W59
N 39 23 43" E
8 21
W60
N 492579 E
2142
Parcel Line Table
Lme �
Direction
Length
W61
5 593809 E
14 31
W62
N 70 24 03" E
8 68
W63
N 327701 E
2263
W64
N 240728 E
25 70
W65
N 200547" W
1165
W66
N 784603' E
1049
W67
N 50'1254" E
317
W68
S 5 34 40" E
34 02
W69
S 1 34 40 W
5 51
W70
S 35'16 51' W
18 89
W71
S 32349 W
6 24
W72
S 22'08 55 E
12 17
W73
5 57 35 08° E
25 75
W74
S 37 41 26" E
42 14
W75
S 20 34 38" E
24 02
W76
5 24 39 43' E
12 75
W77
S 7954 33 E
18 O6
W78
S 63543° E
779
W79
S 21 49 46° E
1884
WBO
S 132002 W
18 29
W81
5 Z7 56 58" E
5 76
WB2
S 66 41 58 W
9 71
WB3
N 7'0206' W
788
W84
N 1 34 02' E
10 58
WBS
N 4122430 E
8 22
W86
N 23 23 24" W
19 28
W87
N 1321 25" W
9 09
W88
N 27 46 30" W
12 70
WB9
N 124808- W
17 49
W90
N 30'02 33" W
24 88
Parcel tine Table
Lino �'
Direction
Length
W91
N 40 47 09 W
JO 65
W92
N 50 55 19' W
28 36
W93
N 36 34 35" W
8 82
W94
N 38 34 35" W
3 08
W95
N }g 34 35" W
2 32
W96
N 0'1816" E
12 51
W97
N 35 OS OS" E
19 42
W98
N 70 4413 E
10 58
W99
N 10'58 51° W
29 OB
W100
S 64 26 2fi" W
18 22
W101
S 894250 W
13 56
W102
N 01710 W
3 00
W103
N 894250 E
12 89
W104
N 64 26 26" E
16 85
W705
S 252350' E
7319
W106
S 10'07 27' E
21 00
WI07
S 22'16 18' W
B 30
W108
S 2276 18" W
8 97
W709
5 13 52 35° E
50 38
W110
S 440 21" E
86 50
WI11
N 75 44 07 W
10 44
W112
N 32250 W
103 fi7
WI73
N 183303` W
3379
WI14
N 292758" E
774
W1 15
N 105804' E
975
W116
N 11'75 04' W
14 27
W117
N 25'06 22 W
11 10
W718
N 305309 E
4 50
WI19
N 637250" E
526
W120
S 322614- E
377 Parcel Line Table
Line N Direction Length
W121 S 19 04 36' E 8 50
WI22 5 57 3417° E 22 99
W123 5 02431" W 2088
WI24 S 472907 E 22 81
W125 5 144119 E 8 09
W126 N 200855- W 6 34
[W135 N SO 38 34" W 10 16
N 3 49 44' W 12 17
N SSV014' W 369
N 865554- W 12 17
N 297750 W 1001
N 151131 W 1515
N 54 53 37' E 3 70
S 73'17 00 E 7 53
S 4 41 29" W 12 97
W136 S 54 21 44" E 17 72
W137 5 9 29 03' W 21 17
W138 5 63228 E 94 34
W739 S 32 53 39" W 7 71
W140 N 792049 W 12 25
W141 N 435701 W 14 97
W142 N 12 29 56" W 35 36
WI43 N 3 24 34" E 25 44
W744 N 77'12 38° E V1675
W1 45 N 182522° W
W146 N 40 46 OB° W
WI 47 N 61 25 38' W
W748 N 78'1415' E
W149 S 88 44 22" E
W150 N 88 00 59" W N. 07
Parcel Line Tohle
Line � Direction length
W151 N 63 43 07' W 7 97
W152 N 1315 52' W 34 74
W153 N 164556 W 30 34
W754 N 1717 31" W 42 86
W755 N 164513' W 3210
W156 N 11'13 45' W 21 06
W1 57 N 144453° W 2125
W158 N 1730 30' E 11 74
W159 N 44'16 24" E 16 56
W160 N 663821" E 791
Wi61 N 233828" E 413
rW162 N 47 40 40" E 3 56
S 347627" E 266
5 10 21 24" E 3 41
5 63 05 47" E 22 76
S 507 B 41" E 42 67
S 52 36 53' E 53 81
W768 S 44'19 47 E 2,317
Wi69 S 381436 E 641
W170 S 754754 E 19 86
W171 S 6125 45" E 24 26
W172 5 42 03 04" E 34 70
W773 S 2628 20" E 23 40
W174 S 20 46 35' E 12 35
W175 S 26 50 30` E 744
W176 S 28 O6 02" W 19 56
W177 S 63'53 01" W 22 81
W178 S 79 54 00" W 20 14
W179 S .3...6- W 40 22
W780 S 8671 47 W 1076
Parcel Une Table
Line / Direction L4-,n gth
W181 S 84'26 29" W 25
aaeaaeaeRO
N
9
E pwSp UP Associates PA S /O'� s% _ s TAX PARWETLANDS L 19 SURVEY 06192005A
r0 ea, 7.0 -9 Y Z NO SCALE OF
—1—ec zazu 4 SEAL LICENSE NO
a+1, 1�uaei,n r L -4461 y = C -0587 MAP 5 01 28 15
rw+Nnl sr 297u3 "s CITY OF CHARLOTTE MECKLENBURG CO, a^nv- e
tp +3gp. +p 9mO This drawing d /or the d-9n shown ore the p operty of ESP Assoclotes P A The ' 0, 97iO ��O V L � Q' = CIER TRATON HOMES OF THE CAROLDIAS , ..
eUp 9.22++01X0 r��r.ductlon alteration apyn other of rthia d Ing without then written % J
r +KGa� . sent ur pr.hibited ono any ,Mng -- wm be a+mlect to 1.9.1 ..non N Gq SUR `�3��.`g S1p Se =� 107000 SA05 PLACE SU17'E 105 9OWMI NC m nmeaez
ESP Aesocwles PA �"ea 1,,p 6,;-
C B r?r'` �MtigSS°C1Pj�0.0 ... ww a.w�a
h Na4unaaNN 5 6
eMlarl.eNN Harrel Mn a.dww9 b aiwan q Rv}.d�q �'
Parcel Line Table
Line # Direction Length
Wt S 6'17 40° E 1651
W2 N 79 OB 37" W 2412
W3 S 69 00 44" W 1255
W4 N 85 36 OS' W 1975
WS S 54 27 44 W 1117
W6 N 76 43 25" W 1979
W7 N 24 32 45° W 373
WB N 4751 28 E 478
W9 N 85'09 47 E 24 92
W10 S 82 38 46' E 947
W11 5 42 43 25° W 803
W12 S 35 52 55 W 855
W73 S 25 47 09" E 11 89
W14 S 20'12 36" W 2862
W15 S 30 44 46" W 2852
W16 S 893715 W 1519
W77 N 5521 37° W 11 36
W78 5 381117° W 1770
W79 S 614401 W 566
W20 5 6 32 31 E 11 18
W21 5 35 38 50" W 7634
W22 S 60 27 27" W 17 85
W23 5 635535' W 3213
W24 S 78 47 06' W 2483
W25 S 56'06 44' W 2042
W26 S 45 52 02' W 422
W27 S 23 42 55' E 292
W28 S 103 70" W 563
W29 S 615645° W it 50
W30 S 865226- W 710 Parcel Line Table
Line A Direction length
W31 5 11 45 20" W 4 64
W32 S 5975 20' W 6 40
W33 S 67'07 27" W 23 O6
W34 S 442553" W 1127
W35 S 58 46 47" W 1207
W36 S 38 57 37' W 9 73
W37 N 480102' W r70
W38 S 53 21 52" W
W39 5 62 20 47' W
W40 N 600204 E
W41 N 52 43 25" E
W42 S 763009
Parcel Line Tohle
Line � Direction length
W151 N 63 43 07' W 7 97
W152 N 1315 52' W 34 74
W153 N 164556 W 30 34
W754 N 1717 31" W 42 86
W755 N 164513' W 3210
W156 N 11'13 45' W 21 06
W1 57 N 144453° W 2125
W158 N 1730 30' E 11 74
W159 N 44'16 24" E 16 56
W160 N 663821" E 791
Wi61 N 233828" E 413
rW162 N 47 40 40" E 3 56
S 347627" E 266
5 10 21 24" E 3 41
5 63 05 47" E 22 76
S 507 B 41" E 42 67
S 52 36 53' E 53 81
W768 S 44'19 47 E 2,317
Wi69 S 381436 E 641
W170 S 754754 E 19 86
W171 S 6125 45" E 24 26
W172 5 42 03 04" E 34 70
W773 S 2628 20" E 23 40
W174 S 20 46 35' E 12 35
W175 S 26 50 30` E 744
W176 S 28 O6 02" W 19 56
W177 S 63'53 01" W 22 81
W178 S 79 54 00" W 20 14
W179 S .3...6- W 40 22
W780 S 8671 47 W 1076
Parcel Une Table
Line / Direction L4-,n gth
W181 S 84'26 29" W 25
aaeaaeaeRO
N
9
E pwSp UP Associates PA S /O'� s% _ s TAX PARWETLANDS L 19 SURVEY 06192005A
r0 ea, 7.0 -9 Y Z NO SCALE OF
—1—ec zazu 4 SEAL LICENSE NO
a+1, 1�uaei,n r L -4461 y = C -0587 MAP 5 01 28 15
rw+Nnl sr 297u3 "s CITY OF CHARLOTTE MECKLENBURG CO, a^nv- e
tp +3gp. +p 9mO This drawing d /or the d-9n shown ore the p operty of ESP Assoclotes P A The ' 0, 97iO ��O V L � Q' = CIER TRATON HOMES OF THE CAROLDIAS , ..
eUp 9.22++01X0 r��r.ductlon alteration apyn other of rthia d Ing without then written % J
r +KGa� . sent ur pr.hibited ono any ,Mng -- wm be a+mlect to 1.9.1 ..non N Gq SUR `�3��.`g S1p Se =� 107000 SA05 PLACE SU17'E 105 9OWMI NC m nmeaez
ESP Aesocwles PA �"ea 1,,p 6,;-
C B r?r'` �MtigSS°C1Pj�0.0 ... ww a.w�a
h Na4unaaNN 5 6
eMlarl.eNN Harrel Mn a.dww9 b aiwan q Rv}.d�q �'
Parcel Line Table
Line # Direction Length
Wt S 6'17 40° E 1651
W2 N 79 OB 37" W 2412
W3 S 69 00 44" W 1255
W4 N 85 36 OS' W 1975
WS S 54 27 44 W 1117
W6 N 76 43 25" W 1979
W7 N 24 32 45° W 373
WB N 4751 28 E 478
W9 N 85'09 47 E 24 92
W10 S 82 38 46' E 947
W11 5 42 43 25° W 803
W12 S 35 52 55 W 855
W73 S 25 47 09" E 11 89
W14 S 20'12 36" W 2862
W15 S 30 44 46" W 2852
W16 S 893715 W 1519
W77 N 5521 37° W 11 36
W78 5 381117° W 1770
W79 S 614401 W 566
W20 5 6 32 31 E 11 18
W21 5 35 38 50" W 7634
W22 S 60 27 27" W 17 85
W23 5 635535' W 3213
W24 S 78 47 06' W 2483
W25 S 56'06 44' W 2042
W26 S 45 52 02' W 422
W27 S 23 42 55' E 292
W28 S 103 70" W 563
W29 S 615645° W it 50
W30 S 865226- W 710 Parcel Line Table
Line A Direction length
W31 5 11 45 20" W 4 64
W32 S 5975 20' W 6 40
W33 S 67'07 27" W 23 O6
W34 S 442553" W 1127
W35 S 58 46 47" W 1207
W36 S 38 57 37' W 9 73
W37 N 480102' W r70
W38 S 53 21 52" W
W39 5 62 20 47' W
W40 N 600204 E
W41 N 52 43 25" E
W42 S 763009
Parcel Une Table
Line / Direction L4-,n gth
W181 S 84'26 29" W 25
aaeaaeaeRO
N
9
E pwSp UP Associates PA S /O'� s% _ s TAX PARWETLANDS L 19 SURVEY 06192005A
r0 ea, 7.0 -9 Y Z NO SCALE OF
—1—ec zazu 4 SEAL LICENSE NO
a+1, 1�uaei,n r L -4461 y = C -0587 MAP 5 01 28 15
rw+Nnl sr 297u3 "s CITY OF CHARLOTTE MECKLENBURG CO, a^nv- e
tp +3gp. +p 9mO This drawing d /or the d-9n shown ore the p operty of ESP Assoclotes P A The ' 0, 97iO ��O V L � Q' = CIER TRATON HOMES OF THE CAROLDIAS , ..
eUp 9.22++01X0 r��r.ductlon alteration apyn other of rthia d Ing without then written % J
r +KGa� . sent ur pr.hibited ono any ,Mng -- wm be a+mlect to 1.9.1 ..non N Gq SUR `�3��.`g S1p Se =� 107000 SA05 PLACE SU17'E 105 9OWMI NC m nmeaez
ESP Aesocwles PA �"ea 1,,p 6,;-
C B r?r'` �MtigSS°C1Pj�0.0 ... ww a.w�a
h Na4unaaNN 5 6
eMlarl.eNN Harrel Mn a.dww9 b aiwan q Rv}.d�q �'
Parcel Line Table
Line # Direction Length
Wt S 6'17 40° E 1651
W2 N 79 OB 37" W 2412
W3 S 69 00 44" W 1255
W4 N 85 36 OS' W 1975
WS S 54 27 44 W 1117
W6 N 76 43 25" W 1979
W7 N 24 32 45° W 373
WB N 4751 28 E 478
W9 N 85'09 47 E 24 92
W10 S 82 38 46' E 947
W11 5 42 43 25° W 803
W12 S 35 52 55 W 855
W73 S 25 47 09" E 11 89
W14 S 20'12 36" W 2862
W15 S 30 44 46" W 2852
W16 S 893715 W 1519
W77 N 5521 37° W 11 36
W78 5 381117° W 1770
W79 S 614401 W 566
W20 5 6 32 31 E 11 18
W21 5 35 38 50" W 7634
W22 S 60 27 27" W 17 85
W23 5 635535' W 3213
W24 S 78 47 06' W 2483
W25 S 56'06 44' W 2042
W26 S 45 52 02' W 422
W27 S 23 42 55' E 292
W28 S 103 70" W 563
W29 S 615645° W it 50
W30 S 865226- W 710 Parcel Line Table
Line A Direction length
W31 5 11 45 20" W 4 64
W32 S 5975 20' W 6 40
W33 S 67'07 27" W 23 O6
W34 S 442553" W 1127
W35 S 58 46 47" W 1207
W36 S 38 57 37' W 9 73
W37 N 480102' W r70
W38 S 53 21 52" W
W39 5 62 20 47' W
W40 N 600204 E
W41 N 52 43 25" E
W42 S 763009
aaeaaeaeRO
N
9
E pwSp UP Associates PA S /O'� s% _ s TAX PARWETLANDS L 19 SURVEY 06192005A
r0 ea, 7.0 -9 Y Z NO SCALE OF
—1—ec zazu 4 SEAL LICENSE NO
a+1, 1�uaei,n r L -4461 y = C -0587 MAP 5 01 28 15
rw+Nnl sr 297u3 "s CITY OF CHARLOTTE MECKLENBURG CO, a^nv- e
tp +3gp. +p 9mO This drawing d /or the d-9n shown ore the p operty of ESP Assoclotes P A The ' 0, 97iO ��O V L � Q' = CIER TRATON HOMES OF THE CAROLDIAS , ..
eUp 9.22++01X0 r��r.ductlon alteration apyn other of rthia d Ing without then written % J
r +KGa� . sent ur pr.hibited ono any ,Mng -- wm be a+mlect to 1.9.1 ..non N Gq SUR `�3��.`g S1p Se =� 107000 SA05 PLACE SU17'E 105 9OWMI NC m nmeaez
ESP Aesocwles PA �"ea 1,,p 6,;-
C B r?r'` �MtigSS°C1Pj�0.0 ... ww a.w�a
h Na4unaaNN 5 6
eMlarl.eNN Harrel Mn a.dww9 b aiwan q Rv}.d�q �'
Parcel Line Table
Line # Direction Length
Wt S 6'17 40° E 1651
W2 N 79 OB 37" W 2412
W3 S 69 00 44" W 1255
W4 N 85 36 OS' W 1975
WS S 54 27 44 W 1117
W6 N 76 43 25" W 1979
W7 N 24 32 45° W 373
WB N 4751 28 E 478
W9 N 85'09 47 E 24 92
W10 S 82 38 46' E 947
W11 5 42 43 25° W 803
W12 S 35 52 55 W 855
W73 S 25 47 09" E 11 89
W14 S 20'12 36" W 2862
W15 S 30 44 46" W 2852
W16 S 893715 W 1519
W77 N 5521 37° W 11 36
W78 5 381117° W 1770
W79 S 614401 W 566
W20 5 6 32 31 E 11 18
W21 5 35 38 50" W 7634
W22 S 60 27 27" W 17 85
W23 5 635535' W 3213
W24 S 78 47 06' W 2483
W25 S 56'06 44' W 2042
W26 S 45 52 02' W 422
W27 S 23 42 55' E 292
W28 S 103 70" W 563
W29 S 615645° W it 50
W30 S 865226- W 710 Parcel Line Table
Line A Direction length
W31 5 11 45 20" W 4 64
W32 S 5975 20' W 6 40
W33 S 67'07 27" W 23 O6
W34 S 442553" W 1127
W35 S 58 46 47" W 1207
W36 S 38 57 37' W 9 73
W37 N 480102' W r70
W38 S 53 21 52" W
W39 5 62 20 47' W
W40 N 600204 E
W41 N 52 43 25" E
W42 S 763009

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NUMBER DATE DATE , / I >� ` '"CA III/r
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GO STRIP TOPOGRAAOC SURVEY 328=4 / PID/ 06192005D 1 _
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CI A OVEAAIl COST CONDITIONS DEMOLITION RAN &132014 1X1Wm1A / DO 5957 PC 765 I T 77
020 OVERALLPRELIAONARY RAT W '132011 12180,4 / PID/ 061920058 I 02$ %%$ `
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022 PREUMINARYPLAT SHEET(201`3) 0=014 12152010
C23 PRELMINARY RAT SHEET IS OF 3) 91162014 12152014 / / I / /III1111111
03.0 WAKHAWJAARVIN ROAD DOSE CONDITIONS A SN80U / * w, I
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031 WAKIUW�IMVN ROAD IMPROVEMENTS W1820,4 PID/ 06213026 EXIST PROPERTY LINE (TYP) I "
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ENGINEERING FIRM ESP ASSOCIATES, PA REVIEW AGENCY UNION COUNTY PUBLIC WORKS REVIEW AGENCY NC DIVISION OF ENERGY MINERAL AND ^
ADDRESS 3475 LAKEMONT BLVD ADDRESS 500 N. MAIN STREET SURE 500 LAND RESOURCE IDEMLIO STORM k=
FORT MILL, SC 29708 MONROE, NC 26112 WATER PERMRTNG PROGRAM Q W
PHONE [phone] PHONE 70/- 2981210 ADDRESS 1617 MALL SERVICE CENTER
FAX [phone] FAX [phone] RALEIGH, NC 27699 g�t
CONTACT DANIS E SIMMONS. PE PHONE [phone]
EMAIL DSIMMOMBWSPASS000LTEACOM REVIEW AGENCY UNION COUNTY PLANNING DEPARTMENT FAX [phone])
ADDRESS 500 N MAIN STREET SURE 70 g
DEVELOPER TRATON HOMES MONROE, INC 28112 REVIEW AGENCY NCDENR YOORE8VILLE REGIONAL OFFICE
ADDRESS 10700 SIKES PLACE SURE 105 PHONE [phone] ADDRESS 610 EAST CENTER AVENUE, SURE 301 o
CHARLOTTE NC 28277 FAX 704292,7582 MOORESVILLE. NC 28115 AF
PHONE [phone] PHONE [phone] F
CONTACT JOHN FEEZOR REVIEW AGENCY UNION COUNTY BUILDING CODE ENFORCEMENT FAX [phone]
EMAIL JFEEMRQTRATONHOMES CON ADDRESS SOO N MAIN STREET SURE 70
MONROE, NC 28112 PR9JE�IIFORYATION
PARCELAI- 08192DOSA, 06192004 PHONE 704,2831818 PROECTAIVUGBL ML
FAX 70492-2x2 GRAPHIC SCALE DESMED BY a
OWNER TRATON HOMES AN
ADDRESS 10700 SDOES PLACE SUITE 105
CHARLOTTE, INC 28277 REVIEW AGENCY NCDOT 10THHK9HWAYDNISNNIOFFICE ,00 m lad
PROJECT NUMBER BK171SO
PHONE [phone] ADDRESS 130 SOUTH SUTHERLAND AVE
EMAIL. JFEEZOROTRATON110MES.COM MONROE, NC 28112 CROWN DATE 65'18'11
PHONE [phone] — =100 SHEET
FAX [phone] ,DCh = l00 !L
00.0

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1 DB 595] PG ]65
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TYP I EK ST SIDBYJALN (TYPa \
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\\\ \ \ CHARLOTTE RIFLE \ \ \ DB 4879 PC 164 n fAZ '^(n" }I _� °gym 11 PID/ Oet MEZ \
\ \ AND PISTOL CLUB PID/ 06192022 \\ PC K FILE 9] TAMMY L AtvAREZ h\ �� POLE
\ /j\ \ KEITH F LACKEY k WIFE \\ / / /' ° A HUS6W VMEZ L J \ / , (TYP )
\ \\\ \ DB 117 PC 351 l Y `` LOT 24 / 1 1-
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LOT I-
I /` \ / � \ \\ /(` // WIFE DEBRA 1/� \ %(� 108 4916 PG 156 \ OR 4514 PG 50! /// / / // /' // / \( DB &916 PG 156
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\�- / / DB 820 / / / CA r r 1 1 I LOT 138.. ANKUN FOREST 2D W(TARY SEWER } 1
PC K FlLE 97 \\ \ _ / y /�( /^ /(�I(` t E I T SW sv& 1 \ \ j��// / / HOMEOWNERS EASEMENT PER
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DEMOLITION NOTES
1 THE PURPOSE OF THIS PLAN IS FM DEMOLRgN ONLY
2 ALL NECESSARY PERMITS FOR DEMOLMON SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING YORK
CONTRACTOR SWA PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK
1 CONTACTOR BHN.L NDT PERFORMAMYWORKOFFSTE IF EXTENUATING CIRCUMSTANCES RECURS WORK TD BE PERFORMED
OFFSTE CONTACTOR SHALL SUBMIT WRITTEN NOTICE TOOWNERS REPREG'ENTATNEAS SOONAS POSSOLE CONTRACTOR
SHALL NOT PRCCEED WTH WORN OFFSI E UNTIL WRITTEN APPROVAL MOSTAINED FROM ALL PROPERTYOYSERS ANY OFF SITE
AREAS DISTURBED SHALL BE RETURNED TO ACCNDMON EQUAL TOOK BETTER THAN THE EXISTING CONDITION
4 BUILDINGS AND APPURTENANCES DESIGNATED FOR DEMOLITION SHALL NOT BE DISTURBED BY THE CONTRACTOR UNTIL HE HAS
BEEN FURNISHED WITH A NOTICE OF POSSESSION AND APPROVALTO PROCEED BYTHE OWNER. FOUNDATIONS MOORS FLOOR
SLASG AND BASEMENTS SHALL BE REMOVED TO A MINIMUM OF ONE FOOT BELOW GRADE OF THE SRROUNDING AREA ORTOA
DEPTH REQUIRED TO ACCOMMODATE PROPOSED STRUCTURES AND UILLTES
8 DEMOLITION MATERIALS SHALL NOT BE USED FOR FILL MATERIAL UNSUITABLE FILL MATERIAL SHALL BE LEGNIY DISPOSED OF
OFFETE ALLDEBFLSSHALLBEHAULEDOFFSTETOADISP08ALAREAAPPROVEDWY VATEOFNORMGROLIAPoRTHE
HANDLING OF DEMOUION DEBRIS
S TANI6 SHAILBE COMA'IEIELY REMOVED AND BASEIENTS SHALL BE CLEARED OFML DEBRIS, APPLIANCES, YOODCR METAL
PARTITIONS WOOOFTDORS ETC SOTNATONLYMASONRYWALIPMDCONCRETEBASELENTFLOORSREMARI THE
CONTRACTOR SIVLL COMPLY WITH ALL REGULATIONS APPLICABLE TO THE REMOVAL AND DISPOYLOF UNDERGROUND TANKS.
T ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTUM COMPANY SHALL BECOME THE PROPERTY OF THE
CONTRACTOR THE CONTRACTOR SHALL NOTIFY ALL UTILITY PROVIDERS WITH ONES MOAPPUtTEWWCE9 TO SEAFFECTED W
CONSTRUCTION WHENWATER GAS ANDELECTTOCUNES PIPES ANDAPPURENANCESAEREMYFORREMDVALOR
ADJUSTMENT AND SHALL BE RESPONSIBLE FOR DISCONNECTING ALL UNLITES IN COMPLIANCE WITHH THE UNION COUNTY AND
UTILITY PROVIDER REOUIREFENYS
IL ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM ONAAGE DURING Mt PHASF30F CONSTRUCTION
CONTRACTOR SHALL PHOTOGRAPH AND DOCUMENT CONDITION OF AIL STRI CR1RES TO REMAN. AND SHALL SLOPE
PHOTOGRAPHS AND DOCUMENTATION IN JOB SITE TRAILPA ANY STRUCTURESTHATARE TOREMAN THATA/E DAMAGED SHALL
BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR SERER THAN THE EXISTING COHDTIONATNO ADDITIONAL
COST THE OWNER AND ENGINEER SLMLL BE GGAEDIATELY NOTREDOF DAMAGE TOANY E%ISIBJG STRUCTURE.
9 ABSOONASDEAgUTRNWOMHASB COMPIETEDNDAPPROVEDBYTHEOWNER,IX NGAHOFILLJNGOPERATX*M
SHALL BE PERFORMED AS DESCRESED M THE GECTECFY&GL REPORT
10 CONSTRIJCT70N ENTRANCE Alm SET PENCE PER THE APPROVED EROSION CONTROL PLANS SHALL BE IN PACE PRIOR TO
DEMOUTIONOPERATIONB SEE EROSION CONTROL PLANS FORMORE INFORMATION
11 NECESSARYBNRRICIOES SUFFIOENTUGHTS SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAYBE NECESSARY FOR THE
FROTEOTXDN AND SAFETY OF THE KOX SHALL BE PROVIDED AND MNNTNNEDTNROUGLOUTTHE LIFE OFTHE PROJECT
11 PRIOR TO ANY IMPACT TO WETLANDS, STREAMS OR OTHER JURISDICTIONAL FEATURES OWNERADCONTRNCIORSHMLVERSY
THAT ALOE AND ROOM PERMITS HAVE BEEN RECIEVED PERMFFS AIRE BEING FILED BY OTHERS
OF COST GRAVEL
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PROJECTMANAGERT
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TYP I EK ST SIDBYJALN (TYPa \
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PC A FIlE 136 -A l
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/ 1 \ \ \ \ / / , I I 1 1 1 / / -EXIST PROPERTY LINE (TYP) �`% ' _ mr ✓ ,!
\ \ \ \ `. JAMES STRIKE 6: WIFE I F / t /
\ \ PID/ 06213001 \ � ADO NA C STRIVE \ Rial� °m �gv I� �mmv I Om�t I m
\\\ \ \ CHARLOTTE RIFLE \ \ \ DB 4879 PC 164 n fAZ '^(n" }I _� °gym 11 PID/ Oet MEZ \
\ \ AND PISTOL CLUB PID/ 06192022 \\ PC K FILE 9] TAMMY L AtvAREZ h\ �� POLE
\ /j\ \ KEITH F LACKEY k WIFE \\ / / /' ° A HUS6W VMEZ L J \ / , (TYP )
\ \\\ \ DB 117 PC 351 l Y `` LOT 24 / 1 1-
\ \ \ PID 06192021
TMOMASINA 5 LACKEY \ \KEITH F UCKEY &WIFE ) f / /// /� / I nZ- m� Sgrn �n0^°' /�mSm Om I�,�"19om _ �- X// OPC J'fllE fie6f
D8 3152 PC 796 \ \ \y\ _ �'\�) //, �� f J °ml�m P'� `m °J'N I u�'�ziO j' `^ �r [Sic Nl \ Plo/ 06192325
OF 41497RPGN627 ii// // ) LOT 1w PID/ 0619234 /
THOMASINA 5 LACKEY OS° iiAZ^r PIO 0619235] 1
PC A FILE 139 -8 l °' m F" / \ RONALD F ` /Y /
LOT a -E \ - DB 1854 PG 412\ PID 06192589 / FF.r R GERARD & PC LOT
FlLE 68 / /r1 ANKUN FOREST
�\ y PC A flLE 739 -B >V MICHAEL CHAD 1 m - Lmm
-NIT �m m'.°rz,$ I ANKUN FORESF \\ \ \\\ !
I / HOLLAND �-�-- \ "f o' HOMEOWNERS \ \1 \ LOT 139 \/
W9i / Jm \ \ WIF GERARD t \ / / \ / // / HOMEOWNERS
% \\ ` ASSOCIATION INC 1 ,T / ASSOCIATION INC
LOT I-
I /` \ / � \ \\ /(` // WIFE DEBRA 1/� \ %(� 108 4916 PG 156 \ OR 4514 PG 50! /// / / // /' // / \( DB &916 PG 156
I / l \/ / \ ` %�j'1 / /// A HOLLAND I \ \\ N��STER DRIVE'S //� / / / \ PC J FILE 386 II\ 111 IOC J FILE 88 .� /� / PID/ 06192345 / APPROXIMATE LOCATION OF PC CA 6388 /
\�- / / DB 820 / / / CA r r 1 1 I LOT 138.. ANKUN FOREST 2D W(TARY SEWER } 1
PC K FlLE 97 \\ \ _ / y /�( /^ /(�I(` t E I T SW sv& 1 \ \ j��// / / HOMEOWNERS EASEMENT PER
/ / / 1 ( ( \ \ 'i� MANHOLE (TYP) \\\\\\ i�(T ) SOLI BOUNONif _ //.• DO 481161 PG 56 i J FILE 68
/f PC JJ FILE 68
� I /
\
Ill!I!
MAI;
DEMOLITION NOTES
1 THE PURPOSE OF THIS PLAN IS FM DEMOLRgN ONLY
2 ALL NECESSARY PERMITS FOR DEMOLMON SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING YORK
CONTRACTOR SWA PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK
1 CONTACTOR BHN.L NDT PERFORMAMYWORKOFFSTE IF EXTENUATING CIRCUMSTANCES RECURS WORK TD BE PERFORMED
OFFSTE CONTACTOR SHALL SUBMIT WRITTEN NOTICE TOOWNERS REPREG'ENTATNEAS SOONAS POSSOLE CONTRACTOR
SHALL NOT PRCCEED WTH WORN OFFSI E UNTIL WRITTEN APPROVAL MOSTAINED FROM ALL PROPERTYOYSERS ANY OFF SITE
AREAS DISTURBED SHALL BE RETURNED TO ACCNDMON EQUAL TOOK BETTER THAN THE EXISTING CONDITION
4 BUILDINGS AND APPURTENANCES DESIGNATED FOR DEMOLITION SHALL NOT BE DISTURBED BY THE CONTRACTOR UNTIL HE HAS
BEEN FURNISHED WITH A NOTICE OF POSSESSION AND APPROVALTO PROCEED BYTHE OWNER. FOUNDATIONS MOORS FLOOR
SLASG AND BASEMENTS SHALL BE REMOVED TO A MINIMUM OF ONE FOOT BELOW GRADE OF THE SRROUNDING AREA ORTOA
DEPTH REQUIRED TO ACCOMMODATE PROPOSED STRUCTURES AND UILLTES
8 DEMOLITION MATERIALS SHALL NOT BE USED FOR FILL MATERIAL UNSUITABLE FILL MATERIAL SHALL BE LEGNIY DISPOSED OF
OFFETE ALLDEBFLSSHALLBEHAULEDOFFSTETOADISP08ALAREAAPPROVEDWY VATEOFNORMGROLIAPoRTHE
HANDLING OF DEMOUION DEBRIS
S TANI6 SHAILBE COMA'IEIELY REMOVED AND BASEIENTS SHALL BE CLEARED OFML DEBRIS, APPLIANCES, YOODCR METAL
PARTITIONS WOOOFTDORS ETC SOTNATONLYMASONRYWALIPMDCONCRETEBASELENTFLOORSREMARI THE
CONTRACTOR SIVLL COMPLY WITH ALL REGULATIONS APPLICABLE TO THE REMOVAL AND DISPOYLOF UNDERGROUND TANKS.
T ALL MATERIAL EXCEPT THAT BELONGING TO A PUBLIC OR PRIVATE UTUM COMPANY SHALL BECOME THE PROPERTY OF THE
CONTRACTOR THE CONTRACTOR SHALL NOTIFY ALL UTILITY PROVIDERS WITH ONES MOAPPUtTEWWCE9 TO SEAFFECTED W
CONSTRUCTION WHENWATER GAS ANDELECTTOCUNES PIPES ANDAPPURENANCESAEREMYFORREMDVALOR
ADJUSTMENT AND SHALL BE RESPONSIBLE FOR DISCONNECTING ALL UNLITES IN COMPLIANCE WITHH THE UNION COUNTY AND
UTILITY PROVIDER REOUIREFENYS
IL ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM ONAAGE DURING Mt PHASF30F CONSTRUCTION
CONTRACTOR SHALL PHOTOGRAPH AND DOCUMENT CONDITION OF AIL STRI CR1RES TO REMAN. AND SHALL SLOPE
PHOTOGRAPHS AND DOCUMENTATION IN JOB SITE TRAILPA ANY STRUCTURESTHATARE TOREMAN THATA/E DAMAGED SHALL
BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR SERER THAN THE EXISTING COHDTIONATNO ADDITIONAL
COST THE OWNER AND ENGINEER SLMLL BE GGAEDIATELY NOTREDOF DAMAGE TOANY E%ISIBJG STRUCTURE.
9 ABSOONASDEAgUTRNWOMHASB COMPIETEDNDAPPROVEDBYTHEOWNER,IX NGAHOFILLJNGOPERATX*M
SHALL BE PERFORMED AS DESCRESED M THE GECTECFY&GL REPORT
10 CONSTRIJCT70N ENTRANCE Alm SET PENCE PER THE APPROVED EROSION CONTROL PLANS SHALL BE IN PACE PRIOR TO
DEMOUTIONOPERATIONB SEE EROSION CONTROL PLANS FORMORE INFORMATION
11 NECESSARYBNRRICIOES SUFFIOENTUGHTS SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAYBE NECESSARY FOR THE
FROTEOTXDN AND SAFETY OF THE KOX SHALL BE PROVIDED AND MNNTNNEDTNROUGLOUTTHE LIFE OFTHE PROJECT
11 PRIOR TO ANY IMPACT TO WETLANDS, STREAMS OR OTHER JURISDICTIONAL FEATURES OWNERADCONTRNCIORSHMLVERSY
THAT ALOE AND ROOM PERMITS HAVE BEEN RECIEVED PERMFFS AIRE BEING FILED BY OTHERS
OF COST GRAVEL
DRIVE (TYPO
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PROJECTMANAGERT
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DESIGNED BY
A
GRAPHIC SCALE
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r 4 CONTPACTORANOCONTRACTORSREGMTEiEDPFtOFE9910NALENGIAFRARE T A FTLLL REPORT OF SPECIAL WSPECT10N9 DOCUMENTING THE CW6LETKMI OF ALL
1 CONTRACTOR SHALL SE RESPONSIBLE FOR HAVING AML RETAINING WALLS DESIGNED RESPONSIBLE FOR PERFORMING OR CAUSING TO BE PERFORMED ANY REOUREO SPECIAL INSPECTIONS AND CONFIRMING THE CORRECT —I OP ANY DISCREPANCIES
�YF MO SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN ME STATE OF NORTH TESTS•STUDBS ANALYSES. ETCIMTWY- NT:HIEDTOSUPNRTTEDESIGHOF SHALL BE SUBMITTED PRIOR TO ISSUANCE OF A CERRFGATE OF USE AND OCCUPANCY
°
CAROLINA. WHO IS EXPERIENCED AND QUALIFIED W SUCH WORN RTE RETAINING WALLS MINIM REOUIREMENT9 INCLUDE THE FOLLOWENG
A OLDEN_STABLYY B OWNER SHALL SE RESPONSIBLE FOR HAVIWAPRORESSIDI ENCWEMREGETEREO
C4 y ° 2 CONTRACTOR ISRESPONSIBLE FOR OBTNNNGANUIDWGPHAUTFOR PETAPMNG B. SUDING WIHESTATEOFNORTHCAROLNl1• CERTIFYTHATTHERETNNBIGWNL (S)WETNE%MT
• a , WALL CONSTRUCTION PER STATE MID LOCAL BUBDPIG CODES C. OVERTURNING IN CONFORMANCE WITH THE RETAINING WALL DRAWINGS THESE SPECIFIC KOMAO
D ECCENTRICITY THE CONSTRUCTKN DO('U. MENTS.
3 CONTRACTOR AND CONTRACTORS REGISTERED PROFE93KNAL ENGINEER ARE E BEARING FAILURE
RESPONSILE FOR VERIFYING THE DESIGN SOL PARAMETERS INDICATED IN THE F EXCESSIVE SETTLEMENT D CONTRACTOR SHLALL INSTALL FENCING ALONG THE TOP OF RETAINING WALLS FENCE
V n P ' Sry GEOTECHNICALREPORT THESE VALUES INCLUDE, BUT NOTUMITED TO' FRICTION 0. INTERNAL STABLY' TYPE LENGTH AND HEIGHT SHALL BE PER DEVELOPER SPECIFICATOM1
_ ° ® ANGLE (PHIL COHESION COEFFICENT(CJ SOIL L!O WEX3 T SOIL CIASSFICATI N AND H OUFSD INFLUENCING FORCES INCLUDED IN DESIGN \ \ \ \ \ \ \ \\ 1
° Site a •O e� 4 ,• Is RECOMMENDED LATERAL EARTH PRESSURE COEFFICIENTS FOR REINFORCED ZOKE
SOIL RETAILED ZONE SO IL. AND FOUNDATION TONE WL COMPONENTS AS DETERMINER) S CONTRACTOR AND CONTRACTORS REGSTERED PROFESSIONAL ENGWEER MAY NOT
. / • - ° °•8 { FROM BE HE TORY TESTS, EXCLUDE OR ASSIGN TO OTHERS ANY OF T OSKAT10N90R RENO NOTED ABOVE,
B SH
AT,ERBFR MTB D U B A STATEMENT OF SPECIAL INSPECTIONS ALL SE SUBM W ITTED THE CONTRACTORS \ 1 \
„I C GRAN SIZE ANAL PROF YSIS INALENGINEERRESPONSIBLEFORTHERETAMMW ALL DESIGNASA I 1
`' •; �, ! .- / / D MAXIM. SHEAR CONDITION FOR PFRMRISSUANCE IN ACCOROACE WFIFI THIS SPECMLNBPEGFGN
REWIREMENITS OF THE NORTH CAROLINA STATE BUWINQ CODE. I 1 I I I
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Vicinity Ma \ \ \= // �/ 1 i 11 1 \ I �\ \ \ �� I I T t \/ / /� /� / \ I I I I UNION HIM
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GRADING NOTES 1, ROAD SNOIILOEt9 swALEa eAQK- oFCUaa.uo curmu 9AMCSawLL BE 17 ALL SACKFU SHALL BE OF LOW PIABnGfTY FREE FROM RDOTS. VE13ETATM OILY DETENTION BASIN CONSTRlICT10N SEOMEI C. // // / / / / //� /1��\ \ \•� \ I I ltl 1 \\ t I I I / (n
COAd' LETELYDREASEDBYTNECONTMCTORMOSEMXDASSOONA9PDBSBLE WTIEA,WASTE CONSTRUCTIONWTERI AL.MDOTHEROBJECRpNABE SAID MATERIAL WALL I THIS PROPERTY B,U�SO MT9�T�0 A W TEAHAH � W BEING COMPACTED BY
EASEMENTS RIGHWAYS, UTIUTE� NE OF ILLA STAL0 0�H � CONTROL C CHAN S AND ME MATERAL SAL AVE NO TO LOW OR Pw_COrygRC 5ffmKa / (L RAN9 FOR ADOII INFORMATON. BEHAVE IN A PL.ASIIC MANNER UNDERTHE TALF94 BLOWS OR PROOF ROLL00.
COUNT ( ANN MATERIM3 SIWLCOFEORM CAROUNTF3TEDRENOFTHE IlM011 2 WORI(MAY NOTCOMWENCEIMTLLPROC NAVE BEEN OBTAOEDd \ 1
COUNTY LAND ORDINANCE MIO NORTR CAROLINA OFPARI/L:NTOF UNCUT ARDEIILBLOPW E ANY AREABHNLNOT EYC ®TMECHNI OF 2/ GRADE ESTABLISHED CURB SHALL BE CONSTRUCTED ACOpONGroTFE IlI:SND DISTURBAN GRANTS ApPROVIy,TO PROCEED WIADiMTES RE51AlDOw91TE 1 {y \
TRANSPORTATION STANDARD BPECFICATIONS UNLESS NOTED OTHERWISE AND AFPRWEDBY OWNER'S GEOTECIIdCAL GRADES ESTABl1S1ED BY THE ENGINEER DISTURBANCE / (/! � \ \ 1 \ ( \ � � I I I 1 `\ \ \ \ t\ J w
ENGINEER. V L co AT CONTRACTOR11 EXPENSE� FOR ENSURING AND
OBTAIN�ITKK�NBNECESSARY PERMITS ANON PRIOR TO CON,4 ON 11 STREETS SAUL BE GRACED IN ACCORDANCE WITH THE LEES AND GRADE SET OMO% SLOPE UNLESS SPUl CWB w TED ON THE PLANS `ECONTRACTOR S. SHOWN OOH PLAM36 RwALL PROPOSED commoL STRUCTURES µl �\ W
THESE PERMITS MAY INCLUDE BUT NOT LNIIED TO GRADING, DBAOUFION BY ME ENONEER BEFORE RACING CURB AND GUTBR OR BASE ON THE GRADED SHALL BE RESPONSIBLE FOR OBTAINING POSITIVE DRAINAGE AT ALL PIPES INSTALL EROSION CONTROL MEASURES PER APPROVED PI/VBd \ \ \\ 1 \ ` , —� � I I I � \ \ \ -\\ LNL ,
BLASTING ZONING BUILDING DRIVEWAY DEFEMION SBDfVt=N SPFCULUSE. SUBGRACC THE SUBGRADESRALLBECOMPACTEDTO 100% PERASTM DWSFORA
INTERSECTIONS SPECALCAREMUBT BE TAKEN AT LOGTI049 WM®RE 3P01 dIRe DETA14
WATERAND SEWER PENMRBMOAPPRO✓A13. DEPTH OF TWELVE (12) INCHES DS%OREATE MANTWELVE(12) INCHES AND THEN IS INDICATED \ \ °
SHA . SE PROOF ROLLED W THE PRESENCE OFTE ENBEF.R. RACES THATARE \\ N FORRE3T DR 1]'� I I I I I i \ \\ (' Q
4 INSTALL RB >iMP EMERGENCY SELL WAYS dOU1LEFPROIECOON
/APPROVAL OF THBINANBNOTAN ALTICROATONroORADEADJACENT FOUNDroSE L008E SOFT ORCOMP09ED OF lRB11RASE WTERWS WHETHER W ALL PROPOSED GRADES SHOWN ON THESE PLANS ARE FINAL GRADES. t\ \ \I} I 11PII41 �%� I i I I ,J
PROPERTIES WHEN FIEIOCO— T10NSWARRANTOFFSRIGRAXIMMRFEN WnHE 81100RADE OR BELOWR MAST BEDW OUTAND REFd1EDWFM BVRABLE CONFRACIORSHALLBERESPONSBLEFORDEIERMNNGIHEAPPROP M 5. INSTALL FORE SAYS B FORE BAY DRAIN SYSTEM
PERMISSION MUST BE OBTAINED FROM THE ADJACENT PROPERTY OVAHER(SL WTTAML ALL EMBANKMENTS OR FLUB SNNLEDMADE NbpNNCHVERTCALLFT9 SUBDIVIDE ELEVATIONS
OF SUITABLE WTFRIAL THE FILL SHALL BE ROLLED WITH ASHEEPSF ROLLER 6 IFPONDSAREro SEUSEDFORSEDIAENTCONfROLINSTALL SKIMAERS
5COHTRACTOR SHALLBEFULLYRESPONSBLEFORCONTACTNGALL AFIEREACHUFT F0IOWEDBYAWHEELROLLEKEACIHWFWWNONOTLE38 21 ALL BOUNDARY INFORMATON 0 TAKEN FROM ET,Ep TOPOGRAPHIC SURVEY BAFFLES d OTHER MEASURES PER APPROVED EROSION CONTROL PLANS
APPROPRIATE UTUVES AND ENSURING THAT UTILITIES ARE LOCATED PRIOR TO TRANTEN(IO)TONS. AND PROP09lU CENTERLINE ROAD PROFILES' FOR TRATCN (HOMES OF THE DETAILS
TINE COIDIENCEMENT OF CONSTRUCTION ACCORDING TO NO STATE LAW CAROLINAS BY ESP ASSOCIATES PA DATED AUGUST 2L W W14 / O
CONTRACTOR SHALL VERIFY LOCATION AND DEPTHS OF ALL EXISTING UILIE 14 THE STONE BASE SMALL BE COMPACTED ro 10016 OF THE MAXIMUM DENSITY 7 ALL ENDS USED FOR SEDIMENT CONTROL SHHALL BE CLEANED OF
PRIOR TO CONSTRUCTION, OBTAINABLE WRH THE MODIFIED PROCTOR TEST (AA9R0 -T180) BY ROLLNS WITH ACCUMULATED SEDIMENT PRIOR TO OONVERTDO TO FINAL DRY BASINS. ^
RDWD OR TAMPIMG ROLLER OR WITH A PNEUMATIC TIRED ROLLER WITH A MINIMUM CONTACTOR SHAM VERIFY BASINS ARE EXCAVATED TO DESIGN CONTOLffi
B CONTP.AC OR9HMLPROVIDEA "MMOF45H0URSNOTIMMr WEIGHFOFTENTONS WHENCOMPLETED T EMSECOIRSESHALSESMOOM, AFTER SEDIMENT B REMOVED REMOVE ANY SKIIDIERS, OOR BAFFLES AND v
INSTALL BAP TRASH RACKS d ORIFICES ON CONTROL STRUCTURES PER
APPROPRIATE UTILITY SERVICE PROWDER PRIOR roANY INFEmDIPTTON OMAN HARD DENSE IIMNIEIDBIG AND WELL 80FOED 99 W
EOSTCIG
UTILITY DETAILS CONTRACTOR SHALL NOT CONVERT BASKS UNTIL NLCONT IBUIBq 3
15 SIDEWALKS SMALL BE CONSTRUCTED OF NOTLESS TARN SOW PSI CONCRETE DRAINAGE AREAS ARE STABILIZED g pp
T WHEN UNDERGROUND OBSTRUCTIONS NOT SHOWN ON THE CCNS•TRUCRM AND SHALL BE 44CHES TMICIL CONSTRUCTED ON AN ADEQUATELY GRADED BASE L..B is-
SUSCRAIDE DRAV/ING PPING )MEENCOIMFERED TIE CONIAACFORSWL SHALL BE COMPACTED TO 95% OF THE MAXILLA DENSITY OBTAINABLE 8 BEE APPROVED EROSION CONTROL PLANS FOR MORE IEOSAATIOI Rmr MIOw/SN
PIDMPTY REPORT TIE COMIFLICiroTHEOAW +vL ALL GIAMIGE9 MIST BE WITH THE STANDARD PROCORTEST THESIRFACEO MESICEWAUXSNALLBE BROO&I APPROVED IN WRITING BY THE OWNER BEFORE CONSTRUCTION CAN PROCEED STEEL TROWEL AND LIGHT AID T00lFINISHED AND CURED E PROVE AED ACCEPTABLE
B CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR REPAIR ANDI ORREPACEMOR INTEINALS OF NOT LESS THAN FIVE (5) FEET AND EXPANSION JONTS AT QF ALS
OU ANY UTLFfE9 OMA(IED DUiROCONSIRIICRON OF NOT MORE TAN FORTV4 (45) FEET THE SIDEWALK SHALL -VEA LATERAL
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LAYER ALL SMALL BETPIACED LY OOMPBANKMFY EACH SH EPSCFOCIT 80 `0V 1. Loo' PROJEGTMUMBBL EXIT IOU
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DISPOSE ATA OFFSRELODEBBS ALL WA9FEAND DEBRIS SMVYL BELEGALY ANDA METHODS AROUND ALL CULVERTS SHALL OF SELECT AN
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SHEET `+8P4
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PERMANENT SEEDING SCHEDULE