20171003 Ver 1_401 Application_20170810

WETLANDS
& WATERS
Mr. Jason Randolph
US Army Corps of Engineers
Charlotte Regulatory Satellite Office
c/o Asheville Regulatory Field Office
151 Patton Ave, Room 208
Asheville, NC 28801-5006
NC DWR, 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
RE: Thales Academy, Inc. (AID# SAW -2017-00718)
Nationwide Permit 39/14 Verification and 401 WQC Request
August 8, 2017
0 ? i 0 03
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Mr. Randolph,
Per your direction, please find attached a revised Pre -Construction Notification for a Nationwide Pe '
39 and 14 Verification request associated with the Thales Academy campus and adjacent Newtown
Road improvements. This PCN is to replace the previous submitted NWP39 verification request.
Documentation relevant to the delineation including dataforms as confirmed during your site visit was
submitted with the prior request.
Proiect Purpose
The purpose of the project is to construct school facilities, including a thirty-six foot tall, two story
educational building, playground facilities, bio -retention storm water treatment facilities,
landscaping/buffer areas per ordinance requirements, driveways necessary for pick-up/drop-off child
and public safety, and eighty-four parking spaces. Additionally, minor impacts associated with road
improvements including turn lanes on Newtown Road are proposed to facilitate traffic flows and
provide for public safety during school hours.
Project Description
Site grading and sediment and erosion control efforts will be completed in phases. Temporary erosion
and sedimentation control facilities will be installed for use during site clearing and grading activities.
These basins will be converted to permanent stormwater management facilities upon completion of the
project construction activities. All appropriate sediment and control measures will be put in place
according to the locally approved sediment and erosion control plan.
NWP 39 impacts include the fill of previously impacted and man -created wetlands (abandoned
agricultural area and borrow pit/mine in order to accommodate the needed facilities. Due to the
natural topography of the site, it will be necessary to excavate and fill areas to the north of the site in
CHRISTOPHER HUYSMAN WETLANDS & WATERS, INC. TAMP BANDY
1 70 DEW DROP ROAD 41 O8 LB PROPST DRIVE
SPARTA, NC 26675 CONOVER, NC 2861 3
336.406.0906 626.302.3437
CHRIS. [e-mail] [e-mail]

order to provide the grades necessary to ensure safe parking facilities that meet local ordinance
requirements and ADA functionality as well as other attendant features.
Site access will be provided at the entrance to New Town Road at the south-eastern portion of the
property, and will include the addition of turning lane. Impacts associated with these improvements are
requested under NWP 14 and include fill and relocation of a road -side ditch/tributary and 0.004 acre of
vegetated ditch to the south of Newtown Road.
Avoidance and Minimization
The site has been carefully designed to avoid impacts to regulated features where possible. Where
impacts cannot be avoided, engineering analysis and design has been employed to minimize impacts to
the maximum extent practicable while considering safety of the students attending the academy. Total
impacts are less than one hundred and fifty feet to low quality tributary and less than one tenth acre of
previously impacted or created wetlands. The project will utilize retaining walls in order to reduce
wetland impacts and maximize the required parking facilities. Surface waters have been protected
through local ordinance and post -construction BMP's.
Mitigation
The majority of the impacts to wetlands for the project occur to created wetlands (i.e. W1 wetland
impacts as listed in the PCN located within a previously mined/borrow pit area) and maintained road-
side ditch wetland (W3 wetlands associated with NW14). Total wetland impacts for the entire project
are 0.119 acres. Additionally, the project is to employee extensive storm water control measures that
will provide optimum treatment that likely exceeds that of the current capacity of the wetlands to be
removed.
In light of the predominantly low quality and anthropogenic origin or effects of the features to be
impacted, it is assessed that the detrimental impact of the project on aquatic resources is no more than
minimal; As such, the School has requested that the 1/10 acre mitigation threshold requirement be
waived for these activities. NC WAM forms are attached as supporting data.
Please contact us with questions or if additional information is necessary for the processing of this
verification request.
Sincerely,
Tamp Bandy
CC: Michael Roach, Thales Academy
Dan Blackman, Stewart Engineering
Enclosures: Pre -Construction Notification Form
Property Owner Information
Resource Maps
Site Plan / Impact Drawings
CHRISTOPHER HUYSMAN WETLANDS & WATERS, INC. TAMP BANDY
1 70 DEW DROP ROAD 41 08 LB PROPST DRIVE
SPARTA, NC 28675 CONOVER, NC 28613
336.406.0906 828.302.3437
CHRIS. HUYSMAN@Q GMAIL.COM JTAMPBANDY
@GMAIL.COM

o�of INA rFq
y�i_
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.4 January 2009
Page 1 of 10
PCN Form — Version 1.4 January 2009
Pre -Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
1 a. Type(s) of approval sought from the Corps:
❑x Section 404 Permit ❑ Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 39 AND 14 or General Permit (GP) number:
1c.
Has the NWP or GP number been verified by the Corps?
❑x Yes E] No
1d.
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
1e.
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
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes ❑X No
2.
Project Information
2a.
Name of project:
Thales Academy
2b.
County:
Union
2c.
Nearest municipality / town:
Waxhaw
2d.
Subdivision name:
n/a �► O >
2e.
NCDOT only, T.I.P. or state project no:
n/a
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Thales Academy, Inc.
3b.
Deed Book and Page No.
6870-804 G
3c.
Responsible Party (for LLC if
applicable):
Michael Roach
3d. Street address:
4641 Paragon Park Rd
3e.
City, state, zip:
Raleigh, NC 27616
3f.
Telephone no.:
919-270-5410
3g.
Fax no.:
3h.
Email address:
[e-mail]
Page 1 of 10
PCN Form — Version 1.4 January 2009

4. Applicant Information (if different from owner)
4a. Applicant is:
❑ Agent ❑ Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
Consultant: Tamp Bandy
5b. Business name
(if applicable):
Wetlands & Waters, Inc.
5c. Street address:
4108 LB Propst Drive
5d. City, state, zip:
Conover, NC 28613
5e. Telephone no.:
828-302-3437
5f. Fax no.:
5g. Email address:
[e-mail]
Page 2 of 10

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
6156007
1 b. Site coordinates (in decimal degrees):
ILatitude: 34.993 Longitude: -80.764
1 c. Property size:
5.967 acres
2. Surface Waters
2a. Name of nearest body of water to proposed project:
UT to Twelvemile Creek
2b. Water Quality Classification of nearest receiving water:
C
2c. River basin:
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:
vacant residential / small farm / wooded
3b. List the total estimated acreage of all existing wetlands on the property: 0.25
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property: 650
3d. Explain the purpose of the proposed project:
Construction of private school facilities, including a thirty-six foot tall, two story educational building, playground facilities, storm water treatment
facilities, driveways necessary for pick-up/drop-off child and public safety, and eighty-four parking spaces / Newtown Rd turn lane widening improvem
3e. Describe the overall project in detail, including the type of equipment to be used:
Site to be graded to accommodate and construct proposed facilities and appurtenances. Newtown Road improvements to be include tum lanes to
provide for public safety and traffic improvement. and involves relocation of road -side ditch determined by Corps to be jurisdictional tributary.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (includingall prior phases)in the past?
x❑ Yes ❑ No ❑ Unknown
Comments: Requested
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: Wetlands & Waters, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Corps confirmed wetland delineation during site visit on 5/25/17. Corps assigned AID SAW -2017-00718 (Thales Academy - Union Co.)
5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
Yes ❑ No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
Request for school facility improvements made to USACE previously withdrawn based on USACE site visit and client meeting. This request provided
at the Corps direction to include Newtown Road widening improvements under combination permit of NW14/39. (SAW -2017-00718 - Union Co.)
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

dit(
diti
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.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of impact
Type of wetland
Forested
Type of jurisdiction
Area of
number
Corps (404,10) or
impact
Permanent (P) or
DWQ (401, other)
(acres)
Temporary T
W1 P
NWP / Fill
borrow pit
No
Corps
0.088
W2 P
NWP 39 / Fill
hillslope / seep abandoned ag
No
Corps
0.027
W3 P
NWP 14 / Fill
Maintained road -side Ditch
No
Corps
0.004
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:
0.119
2h. Comments:
W1 - fills primarily to old borrow pit/mine/gully
W2 - fill to abandoned agricultural/farm area
W3 - fill associated with road improvements / wetlands include maintained road -side ditch
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial (PER) or
Type of
Average
Impact
number
intermittent (INT)?
jurisdiction
stream
length
Permanent (P) or
width
(linear
Temporary (T)
(feet)
+1
fee.,
P
NWP - 14 Culvert/Fill
UT to Twelvemile Crk
Int -Ditch
Corps
2
43
:h/trib-2 T
NWP 14 - Relocation
UT to Twelvemile Crk
Int Ditch
Corps
3
18
;h/trib-3 T
NWP 14 - Relocation
UT to Twelvemile Crk
Int -Ditch
Corps
3
67
beam -1 T
NWP 14 - Stabilization
UT to Twelvemile Crk
DWR - per (seasonal)
Corps
8
10
S5
Choose one
S6
Choose one
3h. Total stream and tributary impacts
138
3i. Comments:
Impacts to road -side ditch / relocated intermittent tributary to accommodate road improvements/turn lane and driveway pipe realignment
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 indivi 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
Choose
02
Choose one
Choose
03
Choose one
Choose
04
Choose one
Choose
4f. Total open water impacts
4g. Comments:
5. 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:
5i. 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 vou 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
131
Yes/No
B2
Yes/No
B3
Yes/No
B4
Yes/No
B5
Yes/No
B6
Yes/No
6h. Total Buffer Impacts:
6i. 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.
adjustment of parking lot and water quality facilities to avoid impacts where possible
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
utilizing maximum allowable fill/cut slopes per ordinance, utilization of wing walls/flared end sections on culvert, utilization of large scale retaining
walls to shift parking away from wetlands.
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 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 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 ❑x 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?
31 %
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:
State Phase II MS1 stormwater plan required. Site to utilize bioretention basins for optimal water quality treatment.
2e.
Who will be responsible for the review of the Stormwater Management Plan?
NCDEQ
3.
Certified Local Government Stormwater Review
3a.
In which localgovernment's jurisdiction is thisproject?
State DLR
❑x Phase II
3b.
Which of the following locally -implemented stormwater management programs
❑ NSW
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑Yes 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
X❑ Other: Urbanizing Area PH 2
4b.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑x No
attached?
5. DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
0 Yes ❑ No
Page 8 of 10
PCN Form — Version 1.4 January 2009

F.
Supplementary Information
1.
Environmental Documentation (DWQ Requirement)
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the
❑ Yes ❑Q No
use of public (federal/state) land?
1 b.
If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c.
If you answered "yes' to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter.)
❑ Yes ❑ No
Comments:
2.
Violations (DWQ Requirement)
2a.
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ❑X No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b.
Is this an after -the -fact permit application?
❑Yes ❑ No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3.
Cumulative Impacts (DWQ Requirement)
3a.
Will this project (based on past and reasonably anticipated future impacts) result in
❑Yes ❑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.
site subject to DEQ regulations and requirements for SMP's.
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.
tie to existing sanitary sewer collection system
Page 9 of 10
PCN Form — Version 1.4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or
❑ YesX❑ 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?
NCNHP
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?
none
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
❑ Yesx❑ 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?
NC State Historic Preservation Office HPOWEB GIS Service (General Audience)
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
❑ YesX❑ No
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
GIS / project engineer
Michael Roach
��jV-
8.8.17
Applicant Name
Date
Applicant/Agent's Signature
(Agent's signature is valid only if an authorization
letter from the applicant isprovided.)
Page 10 of 10

4/12/2017
Parcel Number
06156007
Owner
THALES
ACADEMY
INC
Mailing Address
4641 PARAGON PARK RD
RALEIGH
NC, 27616
Parcel Report
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Account Information
Land Value $184,100.00
Subdivision
Building Value $111,700.00
Description
6870-804
Total Value $295,800.00
Situs Address
8012 NEWTOWN RD
Acreage 6.0000
Property Class
RESIDENTIAL
Sales Information
Sale Date Sale Amount
Book & Page Grantor
02/02/2017 $450,000.00
6870 804
RHODES WILLIE FRANKLIN
& WIFE BRENDA
01/01/1900 $0.00
01/01/1900 $0.00
Location Information
Municipal Union County
Administration
School
School Assignment Information
County Zoning Code R-40
Census Tract Number
210.10
Zoning Administration Union County
FEMA Panel
4475
ETJ
FEMA Zone
AE
Fire District Wesley Chapel
Soils
TaC,CeB2,WyB
Building Information - View Real Property
Site
Total Living Area 1810
Type of Building
DWELLING
Year Build 1973
Improvement Type
Single family
District Voting Assignments (Jurisdictions)
Polling Place Sandy Ridge School District 6
Congressional 9
Elementary School
District
Precinct District #28A State House 68
Senate 35
District
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© 2017 HERE
Project Name: Thales Academy
WETLANDS Owner / Developer: Stewart
We WATERS City/County: Marvin /Union
Tax PIN(s): 06156007
Vicinity Map Coordinates: Scale: Date:
Lat: 34.99268 Long: -80.76383 graphic 03/10/17

NIF
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PID 06156265
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PID 06156264
—'Wit
NIF
MARCUS 8 CHRISTINE BURCH
02 3438 PG. 481
PID 0815600968
PROPERTY LINE EXTENDS TO CENTER OF
NEW TOWN ROAD
NIF
MARCUS 8 CHRISTINE BURCH
D.B 3784 PG. 660
PID D8156016
PROPERTY LINE EXTENDS TO CENTER OF NEW
TOWN ROAD
,EXISTING
ODCN
IRIM=80348' \
INV.=59398' •^
INV. = 593.72'
V t ,N 599.]5'
637.3
6qo'
Non -aquatic surface
water connection per
USACE (lacks OHWM)
Tributary
Existing Driveway Culverts
Wetland delineation sketch provided for illustrative purposes. Jurisdictional limits field confirmed by USACE on site visit 05/25/17.
Base information provided by Stewart Engineering and Surveying. Tributaries approximated utilizing survey topographic information.
Project Name: Thales Academy - Newtown Road
WETLANDS Owner/ Developer: Thales Academy
W& WATERS City/County:
Marvin / Union
Tax PIN(s): 06156007
Figure 1: Approximate Depiction Coordinates: Scale:Date:
of Waters and Wetlands Lat: 34.99268 Long: -80.76383 graphic 08/07/17

Project Name: Thales Academy
WETLANDS Owner / Developer: Stewart
X.w4m�a. WATERS City/ County: Marvin / Union
Figure 2: County GIS
Tax PIN(s):
Coordinates:
Lat: 34.99268 Long: -80.76383
06156007
Scale: Date:
graphic 03/10/17

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Project Name: Thales Academy
WETLANDS Owner/Developer: Stewart
& WATERS City/County: Marvin / Union
Tax PiN(s): 06156007
Figure 3- USGS Topo Quad Coordinates: Scale: Date:
Lat: 34.99268 Long: -80.76383 graphic 03/10/17

Soil Map—Union County, North Carolina
521430 521460
WETLANDS
VJ#fS& WATERS
Figure 4: Soil Survey
1�
6
g N
521490 521520 521550 521580 521610 521W
Project Name: Thales Academy
Owner / Developer:
Stewart
City / County:
Marvin /Union
Tax PIN(s): 06156007
Coordinates: Scale: Date:
Lat: 34.99268 Long: -80.76383 graphic 03/10/17

El
Estuarine and Marine Deepwater
Freshwater Forested/Shrub Wetland
E] Other N
[J
Estuarine and Marine Wetland
Freshwater Pond
Riverine
Freshwater Emergent Wetland
Lake
4 WETLANDS
�. Sc WATERS
Figure 5: National Wetland
Inventory Map
Project Name:
Owner / Developer:
City / County:
Tax PIN(s):
Coordinates: Scale:
Lat: 34.99268 Long: -80.76383
Thales Academy
Stewart
Marvin / Union
06156007
Date:
graphic 03/10/17

NC Surface Water Classification
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-1 WProject Name: Thales Academy
WETLANDS Owner / Developer: Stewart
& WATERS City/County: Marvin / Union
Tax PiN(s): 06156007
Figure 6: Stream Classification Coordinates: Scale: I Date:
Lat: 34.99268 Long: -80.76383 graphic 03/10/17
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'3
-1 WProject Name: Thales Academy
WETLANDS Owner / Developer: Stewart
& WATERS City/County: Marvin / Union
Tax PiN(s): 06156007
Figure 6: Stream Classification Coordinates: Scale: I Date:
Lat: 34.99268 Long: -80.76383 graphic 03/10/17

FEMA's National Flood Hazard Layer (Official)
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Figure 7: FEMA Floodplain
ect Name:
Owner/ Developer:
City / County:
Tax PIN(s):
Coordinates: Scale:
Lat: 34.99268 Long: -80.76383
Thales Academy
Stewart
Marvin / Union
06156007
Date:
graphic 03/10/17

GR
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
ER ION CONTROL EMBANKMENT
MATTING
SEE DETAIL 5, C9.21
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WIF 35
JURISDICTIONAL WETLANDS
`.

CONSTRUCT SWALE LINED WITH RIP RAP TO DIVERT
OFFSITE DRAINAGE AROUND THE PROPERTY
TO NEW TOWN ROAD.
Ge Z
STEWART
101 N. TRYON ST., SURE 14W FIRM LICENSE M G1051
cFWiLOTTF NCX5202
T 104.004.7B PROJECT N. X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.6410
Project:
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
BE Vicinity map:
Y OTHERS
DICTIONAL
1RVEYED ON
P,
,SLOPE,AND
BGNED BY
i
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"'7$ WP 11 ` JURISDICTIONAL WETLANDS
92
ss
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WF 12 ...
EMERGENCY SPILLWAY
E DET
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16 DETAIL
38 A.7R1/
:P
1%ANNUAL CHANCE
JURISDICTIONAL WETLANDS \ /: ,/ ,� :� FLOOD PLAIN
NOTE: ALL CATCH BASIN RIMS ARE MEASURED AT THE TOP OF CURB AND FROM THE CENTER OF THE
STRUCTURE UNLESS NOTED OR SHOWN OTHERWISE.
1J.j� PVC AREA DRAIN AT -
ROOF DRAIN DUCTION
.. I TYP. SEE DETAIL 6. C9.21
AL
6' P,
b RIP RAP APRON
TREE PROTECTION FENCE!
JURISDICTIONAL TRIBUTARY J
`BZ
i
GR
STRUCTURE TABLE
PIPE TABLE
STRUCTURE NAME DESCRIPTION STRUCTURE RIM
INVERTS
#1
CB
618.01
INV OUT: 613.46 15' RCP (#2)
#2
CB
616.65
INV IN: 611.75 15" RCP (#1)
INV OUT: 611.75 15" RCP (#3)
#3
FES
612.31
INV IN: 610.00 15" RCP (02)
#4
CB
617.09
INV OUT: 611.48 15" RCP (#5)
#5-L
CUM
NIN-FRUAEE
617.15
INV IN: 611.24 15" RCP (#4)
INV OUT: 611.04 15" RCP (#7)
#6
CB
613.73
INV OUT: 610.52 15" RCP (07)
N7
NW
612'94
INV IN: 610.00 15" RCP (#6)
INV IN: 610.00 15" RCP (05)
#8
OCs
612.79
INV OUT: 608.50 30" RCP (#9)
#9
.A
613.38
INV IN: 608.36 30" RCP (#B)
INV OUT: 608.36 30" RCP (#19)
#10
CB
612.72
INV OUT: 609.46 15" RCP (#13)
#11
co
612.31
INV OUT: 609.37 15" RCP (#12)
#12
CB
612.19
INV IN: 609.21 15" RCP (#11)
INV OUT: 609.21 15" RCP (#13)
#13
CB
612.55
INV IN: 609.11 15" RCP (110)
INV IN: 609.11 15" RCP (#12)
INV OUT: 609.11 15" RCP (114)
#14
FES
610.97
INV IN: 609.00 15" RCP (#13)
#19
FES
611.17
INV IN: 607.96 30" RCP (09)
NOTE: ALL CATCH BASIN RIMS ARE MEASURED AT THE TOP OF CURB AND FROM THE CENTER OF THE
STRUCTURE UNLESS NOTED OR SHOWN OTHERWISE.
1J.j� PVC AREA DRAIN AT -
ROOF DRAIN DUCTION
.. I TYP. SEE DETAIL 6. C9.21
AL
6' P,
b RIP RAP APRON
TREE PROTECTION FENCE!
JURISDICTIONAL TRIBUTARY J
`BZ
i
GR
* CLASS IV RCP
1. SOIL MEDIA SHALL BE UNIFORMLY MIXED AND FREE OF STONES, STUMPS, ROOTS OR
OTHER SIMILAR MATERIALS GREATER THAN 2 -INCHES IN ANY DIMENSION
2. PLACE BIORENTION SOIL IN 12-18 INCH LIFTS WITHOUT COMPACTION. OVERFILL TO ABOUT
24NCHES ABOVE THE PROPOSED DESIGN ELEVATIONS TO ACCOUNT FOR SETTLEMENT,
3. BIORETENTION AREA TO BE COMPLETELY FREE OF SEDIMENT ACCUMULATED FROM
TEMPORARY SEDIMENT TRAP PRIOR TO INSTALLATION OF BIORETENTION MEDIA.
BIORETENTION AREA MEDIA SHALL NOT BE INSTALLED UNTIL ENTIRE DRAINAGE AREA TO
THE BIORETENTION AREA IS FULLY STABILIZED. CONTRACTOR SHALL BE RESPONSIBLE
FOR REMOVAL AND REPLACEMENT OF MEDIA IF CONTAMINATION WITH SILT/FINES
OCCURS.
PIPE TABLE
START STRUCTURE END STRUCTURE START INVERT END INVERT SIZE LENGTH SLOPE MATERIAL
#1
$2
613.46
611.75
15'
117.39
1.45%
RCP
#2
#3
611.75
610.00
15'
31.10'
5.64%
RCP
#d
#5
611.46
611.24
15"
46.4T
0.50%
RCP
95
#7
611.04
610.00
1S'
56.66'
1.87%
RCP
#6
#7
610.52
610.00
15'
103,19'
0.50%
RCP
#8
#9
608.60
609.36
30"
24.6T
0.59%
RCP
#11
#12
609.37
609.21
15'
32.8T
0.50%
RCP
#12
#13
609.21
809.11
15'
19.64'
0.50%
RCP
010
913
609.46
809.11
15'
69AT
0.50%
RCP
#13
014
609.11
809.00
15'
19.05'
0.59%
RCP
#9
019
608.36
807.96
30'
25.79'
1.55%
RCP
* CLASS IV RCP
1. SOIL MEDIA SHALL BE UNIFORMLY MIXED AND FREE OF STONES, STUMPS, ROOTS OR
OTHER SIMILAR MATERIALS GREATER THAN 2 -INCHES IN ANY DIMENSION
2. PLACE BIORENTION SOIL IN 12-18 INCH LIFTS WITHOUT COMPACTION. OVERFILL TO ABOUT
24NCHES ABOVE THE PROPOSED DESIGN ELEVATIONS TO ACCOUNT FOR SETTLEMENT,
3. BIORETENTION AREA TO BE COMPLETELY FREE OF SEDIMENT ACCUMULATED FROM
TEMPORARY SEDIMENT TRAP PRIOR TO INSTALLATION OF BIORETENTION MEDIA.
BIORETENTION AREA MEDIA SHALL NOT BE INSTALLED UNTIL ENTIRE DRAINAGE AREA TO
THE BIORETENTION AREA IS FULLY STABILIZED. CONTRACTOR SHALL BE RESPONSIBLE
FOR REMOVAL AND REPLACEMENT OF MEDIA IF CONTAMINATION WITH SILT/FINES
OCCURS.

- 6' PVC ROOF DRAIN
8" PVC ROOF DRAIN 1
5' PVC ROOF DRAIN
6i4W n.BS ,
_B7\
349'00 CONTINUOUS ELEVATION ALONG
BZ_ - TOP OF WALL614.21
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- SEE DETAIL 12, C9.10
IQ 1 I/
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d SOIL MEDIA
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LIMITS•..
/
REFER TO SHEET 00.00 FOR GENERAL NOTES.
MORETENTION AREA#2
/�aY
SEE DETAIL 4, C9.21
EMERGENCYB LY
11. PROPOSED CONTOURS ARE APPROXIMATE. SPOT ELEVATIONS AND ROADWAY
tI.
SE'eiaao SEE DETAIl7, C9.21'
'
2.
CONTRACTOR SHALL REPORT ANY GRADE DISCREPANCIES TO THE OWNER'S
6' PERFORATED PVC UNDERDRAIN�\)
`x
U� NDERDRAIN PIPE CLEANOUT TYPICAL
12, REFER TO SECTION 3120001N PROJECT MANUAL FOR EARTH MOVING
6i4W n.BS ,
_B7\
349'00 CONTINUOUS ELEVATION ALONG
BZ_ - TOP OF WALL614.21
BZ 9Z�
o Uo RIP RAP APRON #5
- SEE DETAIL 12, C9.10
IQ 1 I/
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d
4' 6 MH (#20) TP
RIM: 611.00
4 clo.ao 606
NV OUT
' IN: 50
6007.7.
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d SOIL MEDIA
r
LIMITS•..
/
REFER TO SHEET 00.00 FOR GENERAL NOTES.
MORETENTION AREA#2
/�aY
SEE DETAIL 4, C9.21
EMERGENCYB LY
11. PROPOSED CONTOURS ARE APPROXIMATE. SPOT ELEVATIONS AND ROADWAY
tI.
SE'eiaao SEE DETAIl7, C9.21'
'
2.
CONTRACTOR SHALL REPORT ANY GRADE DISCREPANCIES TO THE OWNER'S
6' PERFORATED PVC UNDERDRAIN�\)
`x
U� NDERDRAIN PIPE CLEANOUT TYPICAL
12, REFER TO SECTION 3120001N PROJECT MANUAL FOR EARTH MOVING
SEE DETAIL 1, C9.21 (
mti 10
THE MAXIMUM SLOPE ALONG ANY HANDICAP ACCESSIBLE PATHWAY SHALL NOT
SPECIFICATIONS.
EXCEED 5.0% AND SHALL NOT EXCEED A 2.0% CROSS SLOPE. HANDICAP RAMPS
- 200 -
I I �I
1
BZ WF
/
WF RIA
TREE PROTECTION FIE'
E p�05
I i q
BEGINNING S
JURISDICTIONAL
TRIBUTARY SURVEYED ON
6.29.17
ASSESSED JURISDICTIONAL
ti DITCH: REFER TO NOTE #19
BELOW
(
G %
WF RI -2.
GRADING S1 STORM DRAINAGE NOTES:
10. MAXIMUM SLOPE ACROSS ANY HANDICAPPED PARKING SPACE AND AISLE SHALL
NOT EXCEED 2% IN ANY DIRECTION.
1.
REFER TO SHEET 00.00 FOR GENERAL NOTES.
11. PROPOSED CONTOURS ARE APPROXIMATE. SPOT ELEVATIONS AND ROADWAY
2.
CONTRACTOR SHALL REPORT ANY GRADE DISCREPANCIES TO THE OWNER'S
PROFILES SHALL BE USED IN CASE OF DISCREPANCY.
REPRESENTATIVE PRIOR TO BEGINNING CONSTRUCTION OPERATIONS.
12, REFER TO SECTION 3120001N PROJECT MANUAL FOR EARTH MOVING
GRADING LEGEND
3.
THE MAXIMUM SLOPE ALONG ANY HANDICAP ACCESSIBLE PATHWAY SHALL NOT
SPECIFICATIONS.
EXCEED 5.0% AND SHALL NOT EXCEED A 2.0% CROSS SLOPE. HANDICAP RAMPS
- 200 -
PROPOSED MAJOR CONTOUR
INDICATED ON PLANS SHALL BE A MAXIMUM OF 1/12 SLOPES WITH A MAXIMUM RISE
13. REFER TO SECTION 334100 FOR STORM DRAIN SPECIFICATIONS.
PROPOSED MINOR CONTOUR
OF 30" BETWEEN LANDINGS.
200
EXISTING MAJOR CONTOUR
4.
ALL PROPOSED ELEVATIONS SHOWN ARE EDGE OF PAVEMENT ELEVATIONS UNLESS
14, SITE GRADING IMMEDIATELY ADJACENT TO FOUNDATION OF BUILDING SHALL SLOPE
EXISTING MINOR CONTOUR
OTHERWISE SPECIFIED.
NOT LESS THAN 1/20 AWAY FOR MINIMUM DISTANCE OF 10 FEET. ALTERNATIVE
METHOD SHALL BE PROVIDED TO DIVERT WATER AWAY FROM FOUNDATION VIA
PROPOSED STORM DRAINAGE
5.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL NEWLY
SWALES SLOPED ATA MINIMUM OF 2% OR IMPERVIOUS SURFACES SLOPED AWAY A
CONSTRUCTED STORM DRAINAGE IMPROVEMENTS AND RECEIVING STORM
DRAINAGE SYSTEMS REMAIN CLEAN OF SEDIMENT AND DEBRIS. PRIOR TO OWNER
MINIMUM OF 2% AWAY FROM BUILDING.
®i
PROPOSED CATCH BASIN (DETAILS 3 8 4IC9.20)
ACCEPTANCE OF SYSTEM, THE CONTRACTOR SHALL COORDINATE AND PROVIDE A
15. CONTRACTOR SHALL ADJUST RIM ELEVATIONS OF EXISTING MANHOLES, METERS,
,may,
i Wl'.i
PROPOSED JUNCTION BOX (DETAILS 1 & 2/C9.20)
VISUAL OBSERVATION VIDEO OF ALL STORM DRAINAGE IMPROVEMENTS. THE
VALVES, ETC. AS REQUIRED TO MEET NEW FINISHED GRADES.
VISUAL OBSERVATION SHALL BE PERFORMED IN THE PRESENCE OF THE OWNER'S
REPRESENTATIVE. THE CONTRACTOR SHALL PROVIDE TWO (2) DVD COPIES OF THE
16. CONTRACTOR SHALL SLOPE GRADES TO ASSURE POSITIVE STORMWATER FLOW TO
PROPOSED ELEVATION
ENTIRE DRAINAGE VISUAL OBSERVATION.
KEEP WATER FROM POOLING ALONG CURBS AND WALLS.
T 44
TOPISOTTOM OF CURB
6.
REFER TO THE EROSION CONTROL DETAILS SHEET FOR THE SEQUENCE OF
17. TOP OF WALL ELEVATIONS INDICATE THE ELEVATION AT THE FINISHED GRADE ON
BC 44.00
CONSTRUCTION.
THE HIGH SIDE OF THE WALL, UNLESS OTHERWISE NOTED.
TW 4s oo
BW
FG AT TOP OF WALUFG AT BOTTOM OF WALL
7.
INTERIM GRADING SHALL BE PROVIDED THAT ENSURES THE PROTECTION OF
18. BOTTOM OF WALL ELEVATIONS INDICATE THE ELEVATION OF THE FINISHED GRADE
44.00
STRUCTURES, UTILITIES, SIDEWALKS, PAVEMENTS, AND OTHER FACILITIES FROM
ON THE LOW SIDE OF THE WALL.
DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING, AND
4
RIPRAP DISSIPATOR (DETAIL 12IC9.10)
WASHOUT.
19, WETLANDS, JURISDICTIONAL DITCH AND JURISDICTIONAL TRIBUTARIES MAPPED
ABOVE HAVE BEEN PROVIDED FOR ILLUSTRATIVE PURPOSES ONLY BY WETLANDS
Q
UNDERDRAIN CLEANOUT (DETAIL 1/C9.21)
8.
INTERIM GRADING SHALL BE PROVIDED TO DIRECT WATER AWAY FROM BUILDINGS
CONSULTANT. NOT INTENDED TO BE RELIED UPON FOR EXACT LOCATION,
AND PREVENT PONDING.
DIMENSIONS, OR ORIENTATION. ALL FINDINGS AND ASSESSMENTS MADE BY
WETLAND CONSULTANT REGARDING LIMITS OF JURISDICTION OR PERMITTING
LIMITS OF DISTURBANCE
9.
TIE ROOF LEADERS TO UNDERGROUND STORM SYSTEM. CONTRACTOR TO FIELD
REQUIREMENTS ARE SUBJECT TO VERIFICATION BY THE US ARMY CORPS OF
VERIFY LOCATE AND INSTALL OR AS SHOWN ON PLANS. WHERE ROOF LEADERS
ENGINEERS AND OTHER APPROPRIATE STATE AND LOCAL AUTHORITIES.
FLOWLINE
DAYLIGHT AT GRADE A SPLASH BLOCK APPROVED BY THE OWNER'S
(DRAWING DEPICTS JD LIMITS AS USACE CONFIRMED IN THE FIELD BY J. RANDOLPH ON 525/17)
REPRESENTATIVE SHALL BE INSTALLED.
20. REFER TO DETAIL 61C920 FOR PIPE INSTALLATION DETAILS.
e9
PVC AREA DRAIN (DETAIL 6/C9.21)
E-- ��
BIORETENTION SOIL MEDIA LIMITS
E1! ]J
EROSION CONTROL EMBANKMENT MATTING (DETAIL 5/C9.21)
Seal:
BA'f
8.5.2017
Issued for: BID SET
No. Date Description
_ 0087.22007 7 W
COMMENTS
_ 07.18.?017 ADDFNDDM#1
1 08.04.2017 PER COUNTYREVIEW
7L:7
0 10 20 40 NORTH
SCALE: 1"=20'
Title
GRADING PLAN
Project number:x17010 Sheet
Date: 07.26.2017
Drawn by: MRB C 5 . 0 0
Approved by: DRS
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�• STABILIZATION MAT INSTALLATION DETAIL
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DITCH PROFILE B -B
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STEWART
THALES ACADEMY
THALES
ACADEMY
'e
7L7
WETLAND IMPACTS
C-01
2
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x O
/ x
x x z J 15'SETBACK
WF1
1 INTERMITTENT CHECK SLOT (CRAW
�' WF 25CLOSE 2-31NCI
W _
WF 26
WF 3
6
WF 23 TERMINAL ANCHOR TRENCH (SLOPES AP
U 4 STABILIZATION
NTS
WF 22
NF OPL OF.... WF5 a ,••'••
21
WF 20 k \
z x
WETLAND ID: 1
h
WF] '
WF 19 /
NWP 39 Impact Summary h
WF B School Facilities / Site Grading '
NWP 39 type amount 1
Wetland ID: 1 Fill 0.088 Acre '
WF 9 1e Wetland ID: 2 Fill 0.027 Acre
Total: 0.116 Acre '
f' Ix z z WF 34
x -WF 33A
�� TLAND ID: 2 I
WF 10 I WF 35 _. i -
\
WFWF 32
11 - _ I
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-F FL"" I -F FIry r,
,ter
30" 15"
OT (CHANNELS) INITIAL ANCHOR TRENCH (CHANNELS)
2-3 INCHES
4"
SLOPES AND CHANNELS) LONGITUDINAL ANCHOR TRENCH (CHANNELS)
ION MAT INSTALLATION DETAIL
ANCHOR PATTERN GUIDE
2 ANCHORS PER SQUARE YARD
SEE STABILIZATION MAT INSTALLATION SEQUENCE
SITE PREPARATION:
1. GRADEANDCOMPACT AREA OF INSTALLATION.
2. PREPARE SEEDBED BY LOOSENING 2-3' OF TOPSOIL ABOVE FINAL GRADE.
3. INCORPORATE AMENDMENTS SUCH AS LIME AND FERTILIZER INTO SOIL IF NEEDED OR RECOMMENDED.
4. REMOVE ALL ROCKS, CLODS, VEGETATION OR OTHER OBSTRUCTIONS SO THAT THE INSTALLED STABILIZATION
MAT WILL HAVE DIRECT CONTACT WITH THE SOIL SURFACE.
5. DO NOT MULCH AREAS WHERE STABILIZATION MAT IS TO BE PLACED.
STABILIZATION MAT PLACEMENT: CHANNELS
1. EXCAVATE AN INITIAL ANCHOR TRENCH I2'DEEP AND 6'WIDE ACROSS THE CHANNEL AT THE LOWER END OF THE
PROJECT AREA
2. EXCAVATE INTERMITTENT CHECK SLOTS 6' DEEP AND 6' WIDE ACROSS THE CHANNEL AT 30' INTERVALS ALONG
THECHANNEL.
3. CUT LONGITUDINAL CHANNEL ANCHOR SLOTS 4' DEEP AND 4' WIDE ALONG BOTH SIDES OF THE INSTALLATION TO
BURY THE EDGES OF THE MAT, WHENEVER POSSIBLE, EXTEND MAT 2-3' ABOVE CREST OF CHANNEL SIDE SLOPES.
4. BEGINNING AT THE CENTER OF DOWNSTREAM END OF THE CHANNEL, PLACE THE END OF THE FIRST ROLL IN THE
ANCHOR TRENCH AND SECURE WITH FASTENING DEVICES AT V INTERVALS.
5. IN SAME MANNER, POSITION ADJACENT ROLLS IN ANCHOR ROLLS IN ANCHOR TRENCH, OVERLAPPING THE
PRECEDING ROLL A MINIMUM OF 3'.
6. SECURE AT 1' INTERVALS, BACKFILL AND COMPACT SOIL
7. UNROLL ADJACENT ROLLS UPSTREAM IN ORDER TO MAINTAIN T OVERLAP AND ANCHORING AT 18' INTERVALS.
8. FOLD AND SECURE ALL STABILIZATION MAT ROLLS SNUGLY INTO INTERMITTENT CHECK SLOTS. LAY MAT IN THE
BOTTOM AND FOLD BACK AGAINST ITSELF. ANCHOR THROUGH BOTH LAYERS OF MAT AT V INTERVALS THEN
BACKFILL AND COMPACT SOIL. CONTINUE ROLLING MAT UPSTREAM OVER THE COMPACTED SLOT TO THE NEXT
CHECK SLOT OR TERMINAL ANCHOR TRENCH.
9. OVER ROLL ENDS A MINIMUM OF V WITH UPSTREAM MAT ON TOP. BEGIN ALL NEW ROLLS INA CHECK SLOT.
ANCHOR OVERLAPPED AREA BY PLACING TWO ROWS OF ANCHORS, V APART ON V INTERVALS.
10. PLACE OUTER EDGE OF MAT IN PREVIOUSLY EXCAVATED LONGITUDINAL SLOTS, ANCHOR USING PRESCRIBED
PATTERN, BACKFILL AND COMPACT SOIL
11.ANCHOR, BACKFILL AND COMPACT UPSTREAM END OF STABILIZATION MAT IN A 1T X 6- TERMINAL TRENCH.
12. SECURE MAT TO GROUND SURFACE USING USHAPED STAPLES (PREFERRED) OR GEOTEXTILE PINS.
13.REFER TO SUPPLIED ANCHOR PATTERN FOR APPROPRIATE NUMBER AND PATTERN OF ANCHORS
14. WHEN USING A STABILIZATION MAT, ALWAYS SEED AFTER INSTALLING MAT, THEN FILL WITH SOIL.
/
/
/
/
wt, M"j� Z
STEWART
101 N. TRYON ST., SMTE 14W FIRM UCENSE #: G1051
CHARLOTTE, INC 25202 MewaNnc.com
T-334.7925 PROJECT#: X17010.00
Client:
THALES ACADEMY
4641 PARAGON PARK RD.
RALEIGH, NC 27616
T: 919.270.5410
Project
THALES
ACADEMY
8012 NEW TOWN RD.
WAXHAW, NC 28173
Vicinity map:

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g 0-00 BEGIN REALIGNMENT OF
\ / REGULATED TRIBUTARY, REFER
/ TO DITCH PROFILE B -B
.$41° 27 40 - ��- INSTALL STABILIZATION MATTING
ALONG DITCH, SEE DETAIL THIS SHEET
349:00'
RELOCATED DITCH CENTERLINE
BL /Yl
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/
/
DRIVEWAY CULVERT /
TO BE REALIGNED
WETLAND ID:
STREAM -1
EXISTING 54' CMP
/
m
/ �- /......... wF RIA / WF DF -1
A WETLANOID: /I /
/ - DRCHrrFAs-2 I /
WF RI -3
I /
9 0ti 18
WF RI -1
/ �... WF R12
WF DF -2 -UP
1 /
/ 9\
BZ
WETLANDRID;
DITCHRIB3
WETLAND IMPACT
ID AREA (SF) LENGTH (LF
NWP 14 Impact Summary
3,844 1 NA
2
Newtown Road Improvements / Widening
3
Impact ID
Feature
Type
Amount
Wetland -3
Wetland
Slope fill
0.004 Ac
Stream -1
Perennial stream
Driveway Culvert
10 LF (0.002 Ac)
Realignment
Ditch/Trib-1
ditched / relocated tributary
Fill
43 LF (0.003 Ac)
Ditchlrrib-2
ditched / relocated tributary
Relocate
18 LF (0.001 Ac)
Ditch/Trib-3
ditched / relocated tributary
Relocate
67 LF (0.006 Ac)
Total Impacts: 138 LF - 0.016 Ac
WETLAND IMPACT
ID AREA (SF) LENGTH (LF
1
3,844 1 NA
2
1,158 NA
3
194n43
STREAM-1
82
TRIB-1
149TRIB-2
47TRIB-3
260
TOTAL 5,734 138
AN
Seal:
Issued for:
No. Dale Description
0 10 20 40 NORTH
SCALE: W111111"M� �
Title:
WETLAND IMPACTS
Project number: x17010 Sheet:
Date: 07.26.2017
Drawn by: MRB C_0 1
Approved by: DRB
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