20150862 Ver 1_401 Application_20150815

Kimley » >Horn
Transmittal
Date: August 24, 2015 Job Number: 012587004
Project Name: Troutman Charter Academy
To: Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
512 N. Salisbury Street, 9"' Floor
Raleigh, North Carolina 27604
We are sending these by
❑ U.S. Mail ® FedEx Hand Deliver
❑ Other:
We are sending you
®Attached ❑ Under separate cover via the following items:
❑ Shop Drawings E] Prints /Plans 0 Samples Specifications 0 Change Orders
® Other: 404/401 Pre - Construction Notification Package (NWP #39)
Copies
Date
No.,
Description
4
8/24/2015
1
404/401 Pre - Construction Notification Package (NWP #39)
1
8/24/2015
2
PCN Application Fee Check
2
8/24/2015
3
Full -Size Plan Sheets
4
8/24/2015
4
Half -Size Plan Sheets
1
8/24/2015
5
CD -R
These are transmitted as checked below:
® For your use E] Approved as submitted F� Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ® Submit ❑ Copies for distribution
0 For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks:
If you have any questions, please feel free to contact me at 704 - 409 -1802.
Copy to: File Signed C� ';� 4
Chris Tinklenberg, PWS

Corps Submittal Cover Sheet
Please provide the following info:
1. Project Name: Troutman Charter Academy
2. Name of Property Owner /Applicant: Ryan Companies US, Inc.
3. Name of Consultant /Agent: Kimlev -Horn & Associates, Inc.
*Agent authorization needs to be attached
4. Related/Previous Action ID number(s): NA
5. Site Address: East side of US 21/NC 115 between Lexus Drive and Flower House Loop, Troutman,
NC
7. City: Troutman
8. County: Iredell
9. Lat: 35.663076 Long: - 80.848978 (Decimal Degrees Please)
10. Quadrangle Name: Shepherds
11. Waterway: Kerr Branch
12. Watershed: HUC 03040102 / South Yadkin
13. Requested Action:
• Nationwide Permit # 39
General Permit #
• Jurisdictional Determination Request
Pre - Application Request (Mitigation Proposal)
The following information will be completed by the Corps office:
AID:
Prepare File Folder Assign number in ORM Begin Date
Authorization: Section 10 Section 404
Project Description/ Nature of Activity/ Project Purpose:
Site /Waters Name:
Keywords:

KimlepMorn
August 24, 2015
Ms. Tasha Alexander
M
Asheville Regulatory Field Office
� �'
suite Zoo
200 South Tryon Street
US Army Corps of Engineers
Charlotte, North Carolina
151 Patton Avenue, Room 208
28202
Asheville, NC 28801 -5006
• Figure 5
Ms. Karen Higgins
NC DWR, 401 & Buffer Permitting Unit
512 North Salisbury Street
Raleigh, NC 27604
Re: 404/401 Preconstruction Notification (NWP 39) Application
Troutman Charter Academy Project
Troutman, Iredell County, NC
Dear Ms. Alexander /Ms. Higgins:
On behalf of our client, The Ryan Companies US, Inc., Kimley -Horn and
Associates, Inc. (KH) is submitting the enclosed joint Section 404/401
Preconstruction Notification Application for the above referenced project for
your review pursuant to a Nationwide Permit #39 and General 401 Water Quality
Certification number 3890. The following information is included as part of this
application submittal:
• Project Summary Sheet
• Agent Authorization Form
• Pre - Construction Notification Form
• Project Site Figures
• Figure 1—
Vicinity
• Figure 2
— USGS Topo (Shepherds Quadrangle, 1993)
• Figure 3
— SSURGO Soils (2015 ESRI Aerial)
• Figure 4
— Jurisdictional Features (2015 ESRI Aerial)
• Figure 5
—Proposed Site Plan (2015 ESRI Aerial)
• Figure 6
— Impact Area (2015 ESRI World Imagery Aerial)
• Construction Document Submittal For Troutman Charter Academy
Project Site Data Forms
• USACE Stream Quality Assessment Worksheet
• NCDWR Stream Identification Worksheet
• Project Site Photo Pages
The 404 /401 (NWP 39) application presents site conditions evaluated by KH
staff (Chris Tinklenberg, PWS) on May 15, 2015. The stream delineation was
performed utilizing survey prepared by a licensed surveyor (verified by KH).
■
TEL [phone]
FAX [phone]

KimlepMorn
The proposed project site is located southeast of downtown Troutman, Iredell
County, NC. The project limits are located on the east side of US 21/NC 115
between Lexus Drive and Flower House Loop. Existing land uses in the vicinity
of the project area include single family residential and commercial /industrial
business. The project seeks to construct a charter school on a 34 -acre property
that would accommodate over 1,000 elementary and middle school students at
full enrollment. Offsite roadway improvements are necessary in order to service
the new school including the construction of a round -a -bout along US21/NC 115.
New location roadway is proposed to serve as the main entrance in to the school.
The project will result in permanent impacts to 147 linear feet of Kerr Branch
(S2) and Unnamed Tributary to Kerr Branch (S 1). 69 linear feet of permanent
impacts to Kerr Branch (S2) will result from the extension of a 10 -foot by 7 -foot
double reinforced box culvert from the construction of a round -a -bout. The main
flow box will be buried a foot, reducing the flow area to 10 -foot by 6 -foot.
Additionally, 78 linear feet of permanent impacts to an Unnamed Tributary to
Kerr Branch (S 1) will result from the installation of a new 72 -inch reinforced
concrete pipe to service the new entrance road into the school. Non - erosive
design criteria will be met through utilizing particular care to culvert orientation
and skew to minimize potential impacts to the stream bed which will avoid the
necessity to install rip -rap dissipation at the pipe outlets. The project requires
120 linear feet of temporary stream impacts to install impervious dikes, stone
rings, and a pumped bypass to allow work in dry conditions.
Please feel free to contact me at (704) 409 -1802 if you have any questions, or if
additional information is necessary.
Sincerely,
KIMLEY -HORN AND ASSOCIATES, INC.
Chris Tinklenberg, PWS
Environmental Scientist
Attachments
Cc: Brian Devlin, Ryan Companies US, Inc.
Chris Bostic, PE, Kimley -Horn and Associates, Inc.

Kimley �>> Horn
Project Summary Sheet
Project Name: Troutman Charter Academy
Applicant Name and Address: Brian Devlin
The Ryan Companies US, Inc.
101 East Kennedy Boulevard, Ste. 2450
Tampa, FL 33602
Telephone Number: 813 - 204 -5006
Type of Request: ® Nationwide PCN (NWP # 39) ❑ Individual Permit Application
❑ Jurisdictional Determination ❑ Other:
Included Attachments:
® Project Plans
® USGS Map
® NRCS Soil Survey
® Agent Authorization
® Delineation Sketch
❑ Delineation Survey
❑ Data Forms (Up & Wet)
® NCDWQ Stream Forms
® USACE Stream Forms
❑ NCEEP Confirmation
® Aerial Photo
® Site Photos
® Agency Correspondence
❑ Other:
❑ Other:
Check if applicable:
❑ CAMA County
❑ Trout County
❑ Isolated Waters
❑ Section 7, ESA
❑ Section 106, NHPA
❑ EFH
❑ Mitigation Proposed (❑ NC EEP ❑ On -Site ❑ Off -Site ❑ Other)
County: Iredell
Nearest City /Town: Troutman
Waterway: Kerr Branch
River Basin: Yadkin -Pee Dee
H.U.C.: HUC 03040102 -
South Yadkin
USGS Quad Name:
Shepherds
Property Size (acres): 34
Site Coordinates (in decimal degrees): 35.663076 °N
Approx. Size of Jurisdiction on Site (acres): 0.12 ac.
- 80.848978 °W
Project Location: The proposed Droiect is located southeast of downtown Troutman on the east side of US 21/NC 115
between Lexus Drive and Flower House Loop.
Site Description: The site is currently managed/ undeveloped. The majority of the surrounding area consists of commercial
businesses with some industrial businesses. A low density residential area is located south of the project area.
Impact Summary (if applicable): The project will result in permanent impacts to 147 linear feet of Kerr Branch (S2) and a
UT to Kerr Branch (S1) from the extension of an existing culvert and the installation of a new culvert. The project requires
120 linear feet of temporary stream impacts to install impervious dikes, stone rings, and a pumped diversion to allow work
in dry conditions.
Open Water Wetland Stream Channel
NWP (acres) (acres) Intermittent and/or Unimportant Perennial and /or Important
# Aquatic Function Aquatic Function
Temp. Perm. Temp. Perm. Temp. Perm. Temp. Perm.
if ac if ac if ac Lf Ac
39 120 0.02 147 0.03
Total
Total Permanent Impact to Waters of the U.S. (acres)
Kimley -Horn Contact: Chris Tinklenberg, PWS
■
Suite 200
200 South Tryon Street
Charlotte, North Carolina
28202
0.03
Direct Number: (704) 409 -1802
■
TEL [phone]
FAX [phone]

AGENT AUTHORIZATION FORM
Name:
Address:
Phone:
Project Name /Description: Troutman Charter Academv
Date:
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Tasha Alexander
Field Office: Asheville Regulatory Field Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The Ryan Companies US, Inc. hereby designates and authorizes Kimley -Horn and Associates, Inc. to act
in my /our behalf as my /our agent solely for the purpose of processing Jurisdictional Determinations,
Section 404 permits /Section 401 Water Quality Certifications applications, and to furnish upon request
supplemental information in support of applications, etc. from this day forward until successftil
completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized owner of record of the property /properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations and
issuing a determination associated with Waters of the U.S. subject to Federal jurisdiction under Section
404 of the Clean Water Act and /or Section 10 of the Rivers and Harbors Act of 1899.
Authorized this the day of VS a D1
Property Owner's Si 1nature
9'�Pz
Print Property Owner's Name
Cc: Karen Higgins
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650

AGENT AUTHORIZATION FORM
Name:
Address:
Phone:
Project Name/Description: Troutman Charter Academv
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
Attention: Tasha AIexander
Field Office: Asheville Regulatory Meld Office
Re: Wetland Related Consulting and Permitting
To Whom It May Concern:
The MPV Troutman Investors, LLC hereby designates and authorizes Kimley -Horn and Associates, Inc,
to act in my /our behalf as my /our agent solely for the purpose of processing Jurisdictional
Determinations, Section 404 permits /Section 401 Water Quality Certifications applications, and to
furnish upon request supplemental information in support of applications, etc. from this day forward
until successful completion of the permitting process or revocation by the owner.
In addition, I, the undersigned, a duly authorized owner of record of the property /properties identified
herein, do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps)
to enter upon the property herein described for the purpose of conducting on -site investigations and
issuing a determination associated with Waters of the U.S, subject to Federal jurisdiction under Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899.
Authorized this the day of
Print Propert
�wrer's Na�me CS� � Pro a Owner's Signature
Cc: Karen Hirgiins AP/ -1
NC Division of Water Resources
401 & Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650

W A TERQG
1 I >
1. Processing
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre - Construction Notification (PCN) Form
A. Applicant Information
1a. Type(s) of approval sought from the
Corps: ®Section 404 Permit El Section 10 Permit
1 b. Specify Nationwide Permit (NWP) number: 39 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ❑ Yes
1 d. Type(s) of approval sought from the DWQ (check all that apply):
N 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 For the record only for DWQ 401
because written approval is not required? Certification:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
// 0.
For the record only for Corps Permit:
❑ Yes ® No
❑ Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h ❑ Yes
below.
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes
2.
Project Information
3f. Telephone no.:
2a.
Name of project:
Troutman Charter Academy
2b.
County:
Iredell
2c.
Nearest municipality / town:
Troutman
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
MPV Troutman Investors, LLC
3b.
Deed Book and Page No.
DB 2296, PG 1470
3c.
Responsible Party (for LLC if
James E. Merrifield
applicable):
// W.
// 01
3d. Street address:
East side of US 21 /NC 115 between Lexus Drive and Flower House Loop
3e. City, state, zip:
Troutman, NC 28166
3f. Telephone no.:
704 - 561 -5241
3g. Fax no.:
3h. Email address:
jmerrifield @mpvre.com
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Applicant Information (if different from owner)
4a. Applicant is: ❑ Agent ® Other, specify: Ryan Companies US, Inc.
4b. Name: Brian Devlin
4c. Business name The Ryan Companies US, Inc.
(if applicable):
4d. Street address: 101 East Kennedy Boulevard, Ste. 2450
4e. City, state, zip: Tampa, FL 33602
4f. Telephone no.: 813 - 204 -5006
4g. Fax no.:
4h. Email address:
5. Agent/Consult;
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
brian.devlin @ryancompanies.com
int Information (if applicable)
Chris Tinklenberg, PWS
Kimley -Horn and Associates, Inc.
200 South Tryon Street, Suite 200
5d. City, state, zip: Charlotte, North Carolina 28202
5e. Telephone no.: 704 - 409 -1802
5f. Fax no.:
5g. Email address: chris.tinklenberg @kimley - horn.com
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1b. Site coordinates (in decimal degrees):
1 c. Property size:
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
2b. Water Quality Classification of nearest receiving water:
2c. River basin:
3. Project Description
Tax Parcel #4750 -11 -1496
Latitude: 35.663076
(DD.DDDDDD)
34 acres
Kerr Branch
Class C Water
Yadkin — Pee Dee
Longitude: - 80.848978
(- DD.DDDDDD)
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 proposed project site is located southeast of downtown Troutman, Iredell County, NC. The project is located on US 21
and the majority of the surrounding area consists of commercial businesses with some industrial businesses. A low density
residential area is located south of the project area.
3b. List the total estimated acreage of all existing wetlands on the property:
0 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
—1,260 If
3d. Explain the purpose of the proposed project:
The project seeks to construct a charter school on a 34 -acre property that would accommodate over 1,000 elementary
and middle school students at full enrollment. Offsite roadway improvements are necessary in order to service the new
school including the construction of a round -a -bout along US21 /NC 115. New location roadway is proposed to serve as
the main entrance in to the school.
3e. Describe the overall project in detail, including the type of equipment to be used:
The project will result in permanent impacts to 147 linear feet of Kerr Branch (S2) and Unnamed Tributary to Kerr Branch
(S1). 69 linear feet of permanent impacts to Kerr Branch (S2) will result from the extension of a 10 -foot by 7 -foot double
reinforced box culvert from the construction of a round -a -bout. The main flow box will be buried a foot, reducing the flow
area to 10 -foot by 6 -foot. Additionally, 78 linear feet of permanent impacts to an Unnamed Tributary to Kerr Branch (S1)
will result from the installation of a new 72 -inch reinforced concrete pipe to service the new entrance road into the school.
Non - erosive design criteria will be met through utilizing particular care to culvert orientation and skew to minimize
potential impacts to the stream bed which will avoid the necessity to install rip -rap dissipation at the pipe outlets. The
project requires 120 linear feet of temporary stream impacts to install impervious dikes, stone rings, and a pumped
bypass to allow work in dry conditions. The project will require typical site development equipment including but not
limited to excavators, wheeled backhoes, track hoes, and dump trucks.
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? El Yes ®No El Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made? El Preliminary El Final
4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company:
Name (if known): Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
6b. If yes, explain.
❑ Yes ® No
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
❑ Wetlands ® Streams - tributaries ❑ Buffers
❑ Open Waters ❑ Pond Construction
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number— Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) (if known) DWQ — non -404, other) (acres)
or Temporary
(T)
W1 ❑ P ❑ T ❑ Yes ❑ Corps
2g. Total wetland impacts
❑ No
❑ DWQ
W2 ❑ P ❑ T
❑ Yes
❑ Corps
❑ No
❑ DWQ
W3 ❑ P ❑ T
❑ Yes
❑ Corps
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the s
❑ No
❑ DWQ
W4 ❑ P ❑ T
❑ Yes
❑ Corps
3a. 3b. 3c. 3
❑ No
❑ DWQ
W5 ❑ P ❑ T
❑ Yes
❑ Corps
Type of jurisdiction A
❑ No
❑ DWQ
W6 ❑ P ❑ T
❑ Yes
❑ Corps
Permanent (P) i
❑ No
❑ DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the s
site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3
3d. 3
3e. 3
3f. 3g.
Stream impact Type of impact Stream name P
Perennial T
Type of jurisdiction A
Average Impact length
number - (
(PER) or (
(Corps - 404, 10 s
stream (linear feet)
Permanent (P) i
intermittent D
DWQ — non -404, w
width
or Temporary (
(INT)? o
other) (
(feet)
(T)
S2 — Impact 1 Installation of ®
® PER ®
® Corps
E] P ®T Impervious Dike and Kerr Branch E
E] INT E
E] DWQ
mpe aversion
S2 — Impact 2 Installation of ® PER ® Corps
® P ❑ T Reinforced Box Kerr Branch ❑ INT ❑ DWQ 8 69
Culvert Extension
S2 — Impact 3 Installation of ® PER ® Corps
E] P ® T Impervious Dike Kerr Branch El INT El DWQ
8 20
S1 — Impact 4 Installation of UT to Kerr ® PER ® Corps
E] P ®T Impervious Dike and Branch E] INT E] DWQ
8 40
Pumped Diversion
S1 — Impact 5 Installation of UT to Kerr ® PER ® Corps
® P ❑ T Reinforced Box Branch ❑ INT ❑ DWQ 8 78
Culvert
S1 — Impact 6 Installation of UT to Kerr ® PER ® Corps 8 20
❑ P ® T Impervious Dike Branch ❑ INT ❑ DWQ
S6 ❑ P ❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h. Total stream and tributary impacts 267
3i. Comments:
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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 individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number (if applicable) Type of impact Waterbody type Area of impact (acres)
— Permanent
(P) or
Temporary (T)
01 ❑P ❑T
02 ❑P ❑T
03 ❑P ❑T
04 ❑P ❑T
4L Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d.
Wetland Impacts (acres) Stream Impacts (feet)
Pond ID Proposed use or purpose
number of pond
P1
P2
5L Total
5g. Comments:
5h. Is a dam high hazard permit required?
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
Flooded Filled Excavated Flooded Filled Excavated
❑ Yes ❑ No If yes, permit ID no:
5e.
Upland
(acres)
Flooded
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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.
❑ Neuse
F-1 Tar-Pamlico El Other:
Project is in which protected basin?
❑ Catawba
❑ Randleman
6b. 6c. 6d.
6e.
6f. 6g.
Buffer impact
number— Reason
Buffer
Zone 1 impact Zone 2 impact
Permanent (P) for Stream
name mitigation
(square feet) (square feet)
or Temporary impact
required?
(T)
B1 ❑P ❑T
F-1 Yes
❑ No
B2 ❑P ❑T
F-1 Yes
❑ No
B3 ❑P ❑T
F-1 Yes
❑ No
6h. Total buffer impacts
6i. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The project will utilize particular care to culvert orientation and skew to minimize potential impacts to the stream bed. The
project will construct a custom built headwall on Kerr Branch Stream on the east side of US -21 incorporating a retaining wall in
order to minimize additional stream impacts. The elevation of the proposed road at the crossing of UT to Kerr Branch (S1) is a
low -point in order to minimize the grades between the shoulder and headwalls. The sidewalk was designed to the minimum
width required to minimize impacts to the stream channel during and post- construction.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The project is utilizing new impervious area but accompanied with proper sedimentation basins and ponds for water quality
considerations within project footprint. The side - slopes are at a maximum of 2:1 where appropriate to minimize stream
impacts. Temporary construction impacts will be limited by the installation of stone rings an impervious dike for temporary
stream diversion as well as restoring /stabilizing when construction is complete.
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?
2b. If yes, mitigation is required by (check all that apply)
2c. If yes, which mitigation option will be used for this
project?
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
❑ Yes ® No
❑ DWQ ❑ Corps
❑ Mitigation bank
❑ Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
Type I Quantity
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached. ❑ Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑ warm ❑ cool
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
❑cold
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
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 ❑ Yes ® No
requires buffer mitigation?
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8 of 11
PCN Form — Version 1.3 December 10, 2008 Version

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
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 28%
2b. Does this project require a Stormwater Management Plan? ® 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:
Per Town of Troutman Regulations, a BMP designed for a 10 -year storm will be required. Stormwater system shall be
designed to remove 85 percent of Total Suspended Solids (TSS) for the 1 -inch storm. Post - development peak flow rates
shall not exceed the 2- and 10 -year pre - development peak flow rates.
2e. Who will be responsible for the review of the Stormwater Management Plan?
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
3b. Which of the following locally - implemented stormwater management programs
apply (check all that apply):
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
4. DWQ Stormwater Program Review
4a. Which of the following state - implemented stormwater management programs apply
(check all that apply):
4b. Has the approved Stormwater Management Plan with proof of approval been
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
5b. Have all of the 401 Unit submittal requirements been met?
❑ Certified Local Government
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
Town of Troutman
❑ Phase II
❑ NSW
❑ USMP
❑ Water Supply Watershed
® Other: NCDOT
❑ Yes ® No
❑ Coastal counties
❑ HQW
❑ ORW
❑ Session Law 2006 -246
® Other:
❑ Yes ® No
❑ Yes ❑ No
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal /state /local) funds or the ❑ Yes ® No
use of public (federal /state) land?
1b. 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 ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
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.
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected ❑ Yes ® No
species or habitat?
5b. Have you checked with the USFWS concerning Endangered Species
Act impacts? Formal Section 7 Consultation has been submitted ® Yes ❑ No
and is pending as of the submittal date of this PCN.
5c. If yes, indicate the USFWS Field Office you have contacted. F-1 Raleigh
® Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
Letter correspondence dated August 18, 2015, the North Carolina Department of Environment and Natural Resources Natural
Heritage Program stated that there were no resources of concern located within a one mile radius of the site.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish ❑ Yes ® No
habitat?
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
The project is located in Iredell County, and is therefore not anticipated to impact EFH.
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 ❑ Yes ® No
preservation 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?
A search of the N.C. State Historic Preservation Office HPOWEB GIS service confirmed the project will not impact historic
or archeological resources.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA- designated 100 -year floodplain?
8b. If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination?
❑ Yes ® No
Chris Tinklenberg, PWS ef -- 08/24/2015
Applicant /Agent's Printed Name Applicant /Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the
applicant is provided.)
Page 11 of 11
PCN Form - Version 1.3 December 10, 2008 Version

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Iredell County SSURGO Soils
Symbol Description
ChA Chewacla loam, 0 to 2% slopes
DrB Dorian fine sandy loam, 0 to 6% slopes
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PcE2 Pacolet sandy clay loam, 15 to 25% slope
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=1 Project Boundary
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S1 - Impact 5
r 78 LF - Permanent
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S1 - Impact 6
20 LF - Temporary
Impervious Dike
-S2 - Impact 3
20 LF - Temporary
Impervious Dike
S2 - Impact 2
69 LF - Permanent
Installation of Culvert Extension
S1 - Kerr Branch
Itle: Figure 6 - Impact Area Legend:
QProject Boundary
O
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Kimley>> >Horn ! I + �] Proposed Culverts
Feet Proposed Site Plan
- - Survey Streams
RYAN'

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PROJECT LOCATION
NTS
SITE DATA:
ZONING
GB
XX CLASSROOMS X 1.6 SPACES /ROOM
ADDRESS
SE CORNER OF
CROSSTIE LANE
PROPOSED PARKING PROVIDED
AND CHARLOTTE HWY 115/21
HANDICAP PARKING SPACES REQUIRED
TROUTMAN, NC
28166
IREDELL COUNTY REAL ESTATE ID
0162714
XX RACKS (2 BIKES PER RACK)
PARCEL ID
0764560612
AND ALL EMPLOYEES (APROX. XX)]
TOTAL ACREAGE
17.88 AC
1,513 LF
DENUDED ACREAGE
XX AC
PROPOSED WATER TAPS
REQUIRED ROADWAY SETBACKS
FRONT AND SIDE =15'
0
REAR =25'
0 LF
EXISTING GROSS BUILDING SQUARE FOOTAGE
0 GROSS SF
TOTAL PROJECTED SEWER FLOW
EXISTING BUILDING LOT COVERAGE
0%
PROPOSED GROSS BUILDING SQUARE FOOTAGE
76,100 GROSS
SF
PROPOSED BUILDING FOOTPRINT
43,330 SF
PROPOSED BUILDING LOT COVERAGE
9.65% (76,100
SF/788,852 SF)
PROPOSED BUILDING HEIGHT
2 STORIES (XX'
TO ROOF)
PROPOSED IMPERVIOUS SURFACE
198,372 SF
EXISTING IMPERVIOUS SURFACE
0 SF
NET INCREASE IN IMPERVIOUS SURFACE
198,372 SF
PROPOSED PARKING REQUIRED
XXX SPACES
XX CLASSROOMS X 1.6 SPACES /ROOM
COVER SHEET
PLUS XX EMPLOYEES X 1 SPACE /EMPLOYEE
GENERAL NOTES
PROPOSED PARKING PROVIDED
158 SPACES
HANDICAP PARKING SPACES REQUIRED
6 SPACES
HANDICAP PARKING SPACES PROVIDED
6 SPACES
PROPOSED BICYCLE PARKING REQUIRED
XX RACKS (2 BIKES PER RACK)
[1 RACK PER 40 STUDENTS ABOVE 2ND GRADE (APROX.
XX)
AND ALL EMPLOYEES (APROX. XX)]
WATER LINE PLAN AND PROFILE
PROPOSED LINEAR FOOT OF ROAD
1,513 LF
PROPOSED LINEAR FOOT OF WATER LINES
1742 LF
PROPOSED WATER TAPS
1
PROPOSED RECLAIMED WATER TAPS
0
PROPOSED LINEAR FOOT OF SEWER LINES
0 LF
PROPOSED SEWER TAPS
0
TOTAL PROJECTED SEWER FLOW
XXXX GPD
XX,XXX SF X XXX GPD /SF
PROPOSED FIRE LANE
XXXX LF
CONSTRUCTION DOCUMENT SUBMITTAL FOR:
TROUTMAN CHARTER
ACADEMY
SE CORNER OF CROSSTIE RD AND
CHARLOTTE HWY 115 / 21
TROUTMAN, NC 28166
VCy
9�
Freedom Homes ■
CROSSTIE
LANE
SITE' /
z
VICINITY MAP
ti
NTS
PARCEL INFORMATION:
ADDRESS: SE CORNER OF CROSSTIE RD AND
CHARLO I I t HWY 115 / 21
TROUTMAN, NC 28166
PIN 4750111496
ZONING: GB
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL
TOWN OF TROUTMAN AND /OR NCDOT STANDARDS AND
SPECIFICATIONS.
NOTE:
1. SIGN PERMITTING IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN REVIEWED OR APPROVED
WITH THIS SITE PLAN. A MASTER SIGN PLAN SHALL BE APPROVED BY THE PLANNING DEPARTMENT
PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY (CO) WITHIN THE DEVELOPMENT.
2. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT LIMITED TO, LANDSCAPING,
GRADING, ARCHITECTURAL DESIGN (ESPECIALLY COLORS), LIGHTING, OR UTILITIES SHALL BE MADE
WITHOUT THE APPROVAL OF THE DEVELOPMENT REVIEW COMMITTEE OF THE TOWN OF TROUTMAN,
WHICH APPROVAL SHALL NOT BE UNREASONABLY HELD.
3. UNLESS EXPLICITLY SPECIFIED IN THE NOTES ON THIS SITE PLAN, THE DEVELOPMENT OF THIS
PROJECT SHALL COMPLY WITH THE TROUTMAN LAND DEVELOPMENT ORDINANCE (LDO) AND ALL
OTHER APPLICABLE REGULATIONS AND GUIDELINES. IN THE EVENT OF A DISCREPANCY BETWEEN THE
APPROVED SITE PLAN AND THE APPLICABLE REGULATIONS OR GUIDELINES, AND ABSENT
CLARIFICATION OR APPROVAL OF SUCH STATED ON THE SITE PLAN OR OTHER RELATED APPROVAL,
THE APPLICABLE REGULATION OF GUIDELINE SHALL APPLY.
N APPLICANT
MR. MIKE HARRYMAN
RYAN COMPANIES US, INC
101 E. KENNEDY BLVD., SUITE 2450
W T—E TAMPA, FLORIDA 33602
PH. (813) 204 -5002
.S
ALL PUBLIC FACILITIES, INCLUDING UTILITIES, SIDEWALKS, AND HANDICAP RAMPS
ARE TO BE CONSTRUCTED ON ALL STREETS AS SPECIFIED BY TOWN STANDARDS.
THESE FACILITIES HAVE BEEN APPROVED BY THE TOWN OF TROUTMAN AND
SHALL BE SO INSTALLED UNLESS A CHANGE IS APPROVED BY THE TOWN OF
TROUTMAN.
EXECUTION OF THIS CONSTRUCTION PLAT BY THE REVIEW ENGINEER FOR THE
TOWN OF TROUTMAN. IN NO WAY LIMITS THE RESPONSIBILITY OF THE OWNER
AND ENGINEER OF RECORD WITH REGARD TO COMPLIANCE WITH ALL FEDERAL,
STATE, AND LOCAL STANDARDS AND /OR CONDITIONS.
OWNER HEREBY CERTIFIES AND AGREES TO TAKE SUCH ACTION AS MAY BE
REQUIRED BY THE TOWN OF TROUTMAN. TO CORRECT ANY ERRORS, OMISSIONS OR
NON— COMPLIANCE WITH TOWN STANDARDS AND /OR CONDITIONS DESCRIBED IN
THIS CONSTRUCTION PLAT, INCLUDING RE— SUBMISSION OR RE— EXECUTION OF THIS
CONSTRUCTION PLAT WITH THE APPROPRIATE CORRECTIONS AND /OR REVISIONS.
OWNER
1(innie iorn
■
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone]
DATE
Know what's below.
Call before you dig.
SURVEYOR
CHRISTOPHER G. DELLA
GPA PROFESSIONAL LAND SURVEYORS
805 PHILLIP DAVID DRIVE
CHARLOTTE, NC 28256 -6916
PH. (704) 335 -8600
FAX [phone]
OWNER
MPV TROUTMAN INVESTORS LLC
521 E. MOREHEAD ST. SUITE 400
CHARLOTTE, NC 28202
PH. (704) 248 -2100
FAX [phone]
CIVIL ENGINEERING CONSULTANT
KIMLEY —HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600
RALEIGH, NC 27601
MR. CHRIS BOSTIC, P.E.
PE #: 032582
PH. (919) 653 -2927
ARCHITECT
LAI DESIGN ASSOCIATES, LLC.
MR. STEVE GRINAVIC
10600 CHEVROLET WAY,
SUITE 200
ESTERO, FL 33928
PH (239)405 -6800
FAX [phone]
SHEET LIST TABLE
Sheet Number
Sheet Title
C -0.0
COVER SHEET
C -1.0
GENERAL NOTES
C -2.0
EXISTING CONDITIONS
C -2.1
DEMOLITION PLAN
C -3.0
SITE PLAN
C -4.0
GRADING AND DRAINAGE PLAN
C -5.0
UTILITY PLAN
C -5.1
WATER LINE PLAN AND PROFILE
C -5.2
WATER LINE PLAN AND PROFILE
C -6.0
EROSION CONTROL PLAN PHASE 1
C -6.1
EROSION CONTROL PLAN PHASE 2
C -6.2
EROSION CONTROL DETAILS
C -7.0 SITE DETAILS
C -8.0 WATER DETAILS
C -9.0 SANITARY SEWER DETAILS
C -10.0 STORMWATER DETAILS
L -1.0 LANDSCAPE PLAN
L -2.0 LANDSCAPE DETAILS
REVISIONS
DATE DESCRIPTION BY
This document, together with the concepts and designs
presented herein, as an instrument of services, is intended
only for the specific purpose and client for which it was
prepared. Reuse of and improper reliance on this document
without written authorization and adaptation by Kimley —Horn
and Associates, Inc. shall be without liability to Kimley —Horn
and Associates, Inc.
Copyright Kimley —Horn and Associates, Inc., 2015
DATE:
AUGUST 10, 2015
I PRELIMINARY I
SEAL:
JOB NUMBER:
012587004

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GENERAL NOTES:
1. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR PRECISE BUILDING DIMENSIONS,
BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND DIMENSIONS OF EXIT
PORCHES, RAMPS, DOWNSPOUTS, GRAVEL AREAS ADJACENT TO BUILDING WALLS, UTILITY
ENTRANCE LOCATIONS AND BOLLARDS IN BUILDING SIDEWALKS.
2. ACCESSIBLE SIGNS WITH A "VAN" MARKING SHALL HAVE ADDITIONAL SIGN MOUNTED BELOW THE
SYMBOL OF ACCESSIBILITY SIGN DENOTING VAN ACCESSIBILITY.
3. REFER TO DETAIL SHEETS C -7 FOR DETAILS OF ON -SITE SIGNAGE, STRIPING, AND PAVEMENT
MARKING. REFER TO SITE PLAN FOR ADDITIONAL DIMENSIONAL INFORMATION.
4. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN, COUNTY AND STATE REGULATIONS
AND CODES AND O.S.H.A. STANDARDS.
5. ALL ISLANDS WITH CURB & GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE
CURB & GUTTER AS SHOWN ON THE CONSTRUCTION DRAWINGS.
6. SITE BOUNDARY, TOPOGRAPHY, UTILITY, TREE, AND ROAD INFORMATION TAKEN FROM A FIELD
SURVEY BY RILEY SURVEYING, P.A. DATED OCTOBER 8, 2013.
7. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES, SIGNS, FENCES, FLASHING
LIGHTS, TRAFFIC MEN, ETC. FOR MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY
THE NORTH CAROLINA DEPT. OF TRANSPORTATION ( NCDOT) AND TOWN OF TROUTMAN
ENGINEERING DEPARTMENT.
8. THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING
CONSTRUCTION.
9. THE CONTRACTOR SHALL REPLACE EXISTING CONCRETE CURBS, SIDEWALK, PAVING,
AND GUTTER AS DICTATED ON PLANS AND AS NECESSARY TO CONNECT TO EXISTING.
10. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN
FIELD CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE
AFFECTED PROPERTY OWNERS.
11. CONTRACTOR AGREES TO REPAIR ANY DAMAGE TO THE PUBLIC RIGHT -OF -WAY IN ACCORDANCE
WITH THE STANDARDS OF THE NCDOT AND TOWN OF TROUTMAN.
12. COORDINATE ALL CURB AND STREET GRADES IN INTERSECTIONS WITH INSPECTOR.
13. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER ANY DISCREPANCIES FOUND
BETWEEN THE ACTUAL FIELD CONDITIONS AND THE CONSTRUCTION DOCUMENTS AND SHALL WAIT
FOR INSTRUCTION PRIOR TO PROCEEDING.
14. ALL SITE DIMENSIONS ARE REFERENCED TO THE FACE OF CURB OR EDGE OF PAVEMENT UNLESS
OTHERWISE NOTED. ALL BUILDING DIMENSIONS ARE REFERENCED TO THE OUTSIDE FACE OF THE
STRUCTURE.
15. THE CONTRACTOR SHALL CONSTRUCT ACCESSIBLE RAMPS AT ALL INTERSECTIONS IN
ACCORDANCE WITH THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARDS
MANUAL (LATEST REVISIONS FOR ACCESSIBLE RAMP DETAILS).
16. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
17. ALL OFF -SITE CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH CURRENT NCDOT
STANDARD SPECIFICATIONS AND DETAILS. ALL ON -SITE CONSTRUCTION MUST BE PERFORMED IN
ACCORDANCE WITH TOWN OF TROUTMAN STANDARD SPECIFICATIONS AND DETAILS.
18. ALL WORK MUST COMPLY WITH NORTH CAROLINA STATE BUILDING AND HANDICAPPED
ACCESSIBILITY CODE CHAPTER 11.
TREE PROTECTION NOTES:
1. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT /FILL LINES, IN
ADDITION TO THOSE THAT RECEIVE TREE /SHRUB PROTECTION BARRIERS. THE
CONTRACTOR IS ALSO REQUESTED TO SAVE ALL OTHER EXISTING TREES AND SHRUBS
WHERE POSSIBLE.
2. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND
IMMEDIATELY COVER ALL ROOT CUT SURFACES LARGER THAN TWO INCHES IN DIAMETER WITH
TREE WOUND DRESSING. USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED
CURB & GUTTER OR SIDEWALK.
3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS,
TRENCHING OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE.
TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION
BEGINS, AND NOT REMOVED UNTIL FINAL INSPECTION.
4. NO GRUBBING WITHIN TREE PROTECTION ZONE. LEAVE SOIL AND LEAF LITTER UNDISTURBED.
SUPPLEMENT WITH 1 -2 INCHES OF MULCH. RE -SEED WITH GRASS ONLY IN DISTURBED /GRADED
AREAS.
5. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR
CONSTRUCTION BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION.
TRAFFIC CONTROL:
1. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (LATEST EDITION) FOR DETAILS OF
STANDARD TRAFFIC CONTROL SIGNS AND STANDARDS.
DRAINAGE:
1. STORM PIPE SHALL BE AS FOLLOWS UNLESS OTHERWISE NOTED:
15" DIAMETER AND LARGER: RCP, CLASS III PER ASTM C- 76,WITH FLEXIBLE PLASTIC BITUMEN
GASKETS AT JOINTS.
LESS THAN 15" DIAMETER: PVC
2. ALL STORM DRAINAGE WITHIN THE PUBLIC RIGHT -OF -WAY SHALL BE CLASS III REINFORCED
CONCRETE PIPE.
3. ALL PIPE LENGTHS AND SLOPES ARE APPROXIMATE.
4. ALL PIPES SHALL BE LAID ON STRAIGHT ALIGNMENTS AND EVEN GRADES USING A PIPE LASER
OR OTHER ACCURATE METHOD.
5. SUBSURFACE DRAINAGE FACILITIES MAY RE REQUIRED IN THE STREET RIGHT -OF -WAY IF DEEMED
NECESSARY BY THE INSPECTOR.
6. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING
STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA:
A. NO MORE THAN 500 LF OF TRENCH MAY BE OPENED AT ONE TIME.
B. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN
APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT
DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF -SITE PROPERTY.
D. MATERIAL USED FOR BACK - FILLING TRENCHES SHALL BE PROPERLY COMPACTED IN
ORDER TO MINIMIZE EROSION AND PROMOTE STABILIZATION.
E. DESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE EROSION AND
SEDIMENT CONTROL REGULATIONS.
F. APPLICABLE SAFETY REGULATIONS SHALL BE COMPLIED WITH.
7. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL
BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND /OR REPLACE THE EXISTING
STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER.
8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT
STRUCTURE IS WATERTIGHT.
9. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM
INVERT IN TO INVERT OUT.
10. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. CATCH BASINS, MANHOLES,
FRAMES, GRATES, ETC. SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION STANDARD DETAILS AND
SPECIFICATIONS.
11. THIS PLAN DETAILS PIPES UP TO 5FT FROM THE BUILDING FACE. REFER TO DRAWINGS BY
OTHERS FOR BUILDING CONNECTIONS. CONTRACTOR SHALL SUPPLY AND INSTALL PIPE
ADAPTERS AS NECESSARY.
12. ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND
SHALL HAVE TRAFFIC BEARING RING & COVERS. LIDS SHALL BE LABELED "STORM SEWER ".
13. STRUCTURE TOP ELEVATIONS SHOWN HERE ARE APPROXIMATE. CONTRACTOR SHALL ADJUST
AS NECESSARY.
REVISIONS
DATE BY
UTILITY NOTES:
1. ALL FILL MATERIAL IS TO BE IN PLACE, AND COMPACTED BEFORE INSTALLATION
OF PROPOSED UTILITIES.
2. CONTRACTOR SHALL NOTIFY THE TOWN OF TROUTMAN UTILITY INSPECTORS
72 -HOURS BEFORE CONNECTING TO ANY EXISTING LINE.
3. SANITARY SEWER PIPE SHALL BE AS FOLLOWS:
8" PVC SDR35 PER ASTM D 3034, FOR PIPES LESS THAN 12' DEEP
8" PVC SDR26 PER ASTM D 3034, FOR PIPES MORE THAN 12' DEEP
6" PVC SCHEDULE 40
DUCTILE IRON PIPE PER AWWA C150 AND AWWA C151
4. WATER LINES SHALL BE AS FOLLOWS:
6" AND LARGER - DUCTILE IRON PIPE PER AWWA C150
SMALLER THAN 6" - COPPER TUBE
5. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.
6. PVC SANITARY SEWER SERVICES WHICH ARE 3 TO 14 FEET DEEP SHALL REQUIRE
BEDDING IN ACCORDANCE WITH DETAIL 7000.10 & 7000.13 FOR PVC PIPE. PVC
SERVICES WHICH ARE GREATER THAN 14 FEET AND LESS THAN 20 FEET SHALL
REQUIRE CLASS A BEDDING IN ACCORDANCE WITH DETAIL 7000.13. ANY SERVICES
OVER 20' AND LESS THAN 3' DEEP REQUIRE DIP.
7. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH THRUST BLOCKING AS
CALLED OUT IN STANDARD DETAIL 6000.13.
8. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING
18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE).
9. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4' -0" COVER ON ALL WATERLINES.
10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES,
STORM LINES AND GAS LINES (EXISTING AND PROPOSED), THE SANITARY LINE
SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON
BOTH SIDES OF CROSSING, THE WATERLINE SHALL HAVE MECHANICAL JOINTS WITH
APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18"
CLEARANCE. MEETING REQUIREMENTS OF ANSI A21.10 OR ANSI 21.11 (AWWA
C -151) (CLASS 50).
11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE
BACKFILLING.
12. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION
STRENGTH AT 3000 P.S.I.
13. THE TOWN OF TROUTMAN HAS THE RIGHT TO INSPECT ALL PRIVATE WATER
SYSTEMS.
14. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES.
15. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY
NEW LINES.
16. REFER TO ARCHITECTURAL DRAWINGS FOR TIE -IN LOCATION AND ELEVATION OF
ALL UTILITIES.
17. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE
TOWN OF TROUTMAN UTILITY DEPARTMENT WITH REGARDS TO MATERIALS,
INSTALLATION, AND TESTING OF THE WATER AND SEWER LINES.
18. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON
RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON
AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE
UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST
EXACT FIELD LOCATION OF UTILITIES.
19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL
EXISTING UTILITIES CHARTED OR UNCHARTED WHICH CONFLICT WITH THE PROPOSED
IMPROVEMENTS SHOWN ON THE PLANS.
20. ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS AND /OR TESTING REQUIRED
BY CODES AND /OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO
ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE.
21. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION
REQUIREMENTS AND SPECIFICATIONS.
22. ALL UTILITY MAIN LENGTHS SHOWN ARE APPROXIMATE.
23. ALL EXISTING UTILITIES PROPOSED TO BE RELOCATED ON THESE PLANS SHALL BE
PLACED UNDERGROUND.
24. ALL SANITARY SEWER AND WATER DISTRIBUTION SYSTEM WORK TO BE INSTALLED
BY A LICENSED UTILITY CONTRACTOR.
25. THE CONTRACTOR SHALL COORDINATE AS REQUIRED WITH DUKE ENERGY PROGRESS
AND AT &T FOR INSTALLATION OF PRIMARY ELECTRIC SERVICE AND TELEPHONE
SERVICE TO THE PROPOSED BUILDINGS.
26. WHEN A WATER MAIN CROSSES OVER A SEWER MAIN, THERE MUST BE EIGHTEEN
INCHES OF VERTICAL SEPERATION. IF THE WATER MAIN MUST GO UNDER THE
SEWER MAIN, BOTH THESE LINES MUST BE OF DUCTILE IRON FOR A DISTANCE OF
TEN FEET ON EITHER SIDE OF THE CROSSING WITH A TWELVE INCH VERTICAL
SEPERATION. THE CROSSING OF OTHER UNDERGROUND PIPE REQUIRES A MINIMUM
OF TWELVE INCHES OF VERTICAL SEPERATION. ALL DISTANCES ARE MEASURED
FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
27. WHEN A WATER LINE PASSES OVER OR UNDER A STORM SEWER, VERTICAL
SEPERATION OF 18 INCHES SHALL BE MAINTAINED UNLESS BOTH LINES ARE OF
DUCTILE IRON OR ENCASED IN CONCRETE. A CONCRETE PAD SHALL BE POURED
BETWEEN THE TWO. DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO
OUTSIDE DIAMETER.
BACKFLOW PREVENTION NOTES:
1. THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING,
HYDRANTS, FIRE DEPARTMENT CONNECTION POINTS OR OTHER WATER -USING
APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER
AND ITS TOWN OF TROUTMAN UTILITIES DEPARTMENT REQUIRED BACKFLOW
PREVENTER.
2. EACH TOWN OF TROUTMAN UTILITY DEPARTMENT REQUIRED BACKFLOW PREVENTER
ASSEMBLY IS REQUIRED TO BE TESTED BY AN APPROVED CERTIFIED TESTER PRIOR
TO PLACING THE WATER SYSTEM INTO SERVICE.
3. 2" REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY SHALL BE
INSTALLED PER TOWN OF TROUTMAN REGULATIONS INSIDE THE BUILDING.
4. THE BACKFLOW PREVENTER FOR THE SPRINKLER SYSTEM SHALL BE LOCATED IN A
DEDICATED RISER ROOM WITH EXTERIOR DOOR ACCESS.
Kimley)))Horn
© 2015 KIMLEY -HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone]
WWW. KIM LEY- HORN. COM
GRADING:
1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWN OF
TROUTMAN AND NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
( NCDOT) REGULATIONS AND CODES AND O.S.H.A. STANDARDS.
2. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
3. ALL ELEVATIONS ARE IN REFERENCE TO THE BENCHMARK, AND THIS
MUST BE VERIFIED BY THE GENERAL CONTRACTOR PRIOR TO GROUND
BREAKING.
4. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO OWNER ANY
DISCREPANCIES FOUND BETWEEN ACTUAL FIELD CONDITIONS AND
CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO
PROCEEDING.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND
PROTECTING EXISTING UTILITIES, AND SHALL REPAIR ALL DAMAGE TO
EXISTING UTILITIES THAT OCCUR DURING CONSTRUCTION.
6. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION
BACK TO EXISTING GRADE.
7. ALL FILL TO BE COMPACTED PER THE RECOMMENDATIONS OF A
GEOTECHNICAL ENGINEER.
8. LIMITS OF CLEARING SHOWN ON GRADING PLAN ARE BASED UPON THE
APPROXIMATE CUT AND FILL SLOPE LIMITS, OR OTHER GRADING
REQUIREMENTS.
9. THE PROPOSED CONTOURS SHOWN IN DRIVES AND PARKING LOTS AND
SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT. REFER TO
PAVEMENT CROSS SECTION DATA TO ESTABLISH CORRECT SUBBASE OR
AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS
CONTRACT.
10. CONTRACTOR SHALL INSURE POSITIVE DRAINAGE SO THAT RUNOFF WILL
DRAIN BY GRAVITY FLOW ACROSS NEW PAVEMENT AREAS TO NEW OR
EXISTING DRAINAGE INLETS OR SHEET OVERLAND.
11. ANY GRADING, BEYOND THE LIMITS OF CONSTRUCTION AS SHOWN ON
THE GRADING PLAN IS SUBJECT TO A FINE.
12. TOPOGRAPHIC INFORMATION TAKEN FROM A TOPOGRAPHIC SURVEY BY
RILEY SURVEYING, P.A. DATED OCTOBER 8, 2013.
13. THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS
OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER
DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES.
14. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL
RECEIVE 4 INCHES OF TOPSOIL.
15. CONTRACTOR SHALL GRASS DISTURBED AREAS UNTIL A HEALTHY STAND
OF GRASS IS OBTAINED.
16. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES
AND BE CONSTRUCTED TO SAME.
17. THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND
IMPLEMENTATION OF ALL SHEETING, SHORING, BRACING AND SPECIAL
EXCAVATION MEASURES REQUIRED TO MEET OSHA, FEDERAL, STATE AND
LOCAL REGULATIONS PURSUANT TO THE INSTALLATION OF THE WORK
INDICATED ON THESE DRAWINGS. THE DESIGN ENGINEER ACCEPTS NO
RESPONSIBILITY FOR THE DESIGNS) TO INSTALL SAID ITEMS.
18. THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY
DEWATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOWN ON
THE PLANS AS AN ALTERNATE ALLOWANCE.
19. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR
EXACT BUILDING DIMENSIONS AND EXACT UTILITY ENTRANCE LOCATIONS
AND ELEVATIONS.
20. ALL FILL MATERIALS, EXISTING BUILDING FOUNDATIONS, PAVEMENT AND
UTILITY STRUCTURES, TOPSOIL AND ANY OTHER DELETERIOUS MATERIALS
SHALL BE COMPLETELY REMOVED FROM WITHIN THE BEARING ZONE
BELOW THE STRUCTURE.
21. ALL FOUNDATION AND UTILITY EXCAVATION SHALL BE INSPECTED BY A
QUALIFIED GEOTECHNIAL REPRESENTATIVE TO DETERMINE WHETHER
UNSUITABLE MATERIAL MUST BE REMOVED. ALL UNDESIRABLE MATTER
SHALL BE REMOVED, BACKFILLED AND COMPACTED WITH SUITABLE
MATERIAL AS REQUIRED BY THE GEOTECHNICAL REPRESENTATIVE AT
CONTRACTOR'S EXPENSE.
22. GRADES, ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE. AS
DIRECTED BY THE ENGINEER, THEY MAY BE ADJUSTED TO ACCOMMODATE
UNFORESEEN CONDITIONS. STATIONS, OFFSETS AND ELEVATIONS REFER
TO THE CENTER OF DROP INLETS, MANHOLES AND JUNCTION BOXES, AND
THE MIDPOINT OF THE LIP FOR CATCH BASINS.
23. CONTRACTOR SHALL ADJUST AND /OR CUT EXISTING PAVEMENT AS
NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
24. EXISTING AND PROPOSED GRADE CONTOUR INTERVALS SHOWN AT 1
FOOT.
25. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES
INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE
STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT -OF -WAY.
KHA PROJECT
012587004
DATE TROUTMAN CHARTER ACADEMY
08/10/2015
SCALE AS SHOWN PREPARED FOR
DESIGNED BY JCB RYAN COMPANIES US, INC.
DRAWN BY JCB
CHECKED BY COB TOWN OF TROUTMAN
EXISTING LEGEND
NORTH CAROLINA
XMAG
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© 2015 KIMLEY -HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
M
PHONE: [phone]
WWW. KIM LEY- HORN. COM
o No. REVISIONS C,T I F BY
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KHA PROJECT
012587004
DATE TROUTMAN CHARTER ACADEMY
08/10/2015
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DESIGNED BY JCB RYAN COMPANIES US, INC.
DRAWN BY JCB
CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
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© 2015 KIMLEY -HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
M
PHONE: [phone]
WWW. KIM LEY- HORN. COM
o No. REVISIONS C,T I F BY
n
KHA PROJECT
012587004
DATE TROUTMAN CHARTER ACADEMY
08/10/2015
SCALE AS SHOWN PREPARED FOR
DESIGNED BY JCB RYAN COMPANIES US, INC.
DRAWN BY JCB
CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
GRAPHIC SCALE IN FEET
0 20 40 80
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LOT LINE
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TREELINE(MATURE GROWTH)
'
TREELINE(SAPLINGS)
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BEARING
DISTANCE
L1
N
52 053'55"
E
131.20'
L2
N
48 036'55"
E
143.97'
L3
N
56° 13'45"
E
73.18'
L4
N
76 °27' 15"
E
59.53'
L5
S
08 035'54"
E
7.60'
L6
N
56° 13'45"
E
27.71'
L7
N
72 054'35"
E
87.80'
L8
N
14° 10'09"
W
30.09'
L9
S
74 °25'28"
W
29.01'
L10
N
7801 O' 19"
W
81.16'
L11
N
66 023'44"
W
39.40'
L12
S
65 °21'31 "
W
25.34'
L13
N
67 037'44"
W
32.34'
L14
S
53 003'01 "
W
35.43'
L15
S
81 °06'30"
W
72.93'
L16
S
46024"15"
W
73.80'
L17
N
8601 O' 19"
W
25.45'
L18
S
31 011'48"
W
30.03'
L19
S
51 043'40"
W
52.85'
L20
S
75 033'51 "
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40.50'
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81 027'37"
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33.93'
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L25
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18.50'
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19.28'
L28
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83 039'32"
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53.52'
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73 041'00"
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63.23'
L30
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81 ° 17'16"
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41.27'
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012587004
DATE TROUTMAN CHARTER ACADEMY
08/10/2015
SCALE AS SHOWN PREPARED FOR
DESIGNED BY JCB RYAN COMPANIES US, INC.
DRAWN BY JOB
CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
MIN001i11i
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BEARING
DISTANCE
L1
N
52 °53'55"
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131.20'
L2
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48 °36'55"
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143.97'
L3
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56° 13'45"
E
73.18'
L4
N
76'27'15"
E
59.53'
L5
S
08 °35'54"
E
7.60'
L6
N
56° 13'45"
E
27.71 '
L7
N
72 °54'35"
E
87.80'
L8
N
14'10'09"
W
30.09'
L9
S
74 °25'28"
W
29.01'
L10
N
78° 10' 19 "
W
81.16'
L11
N
66 °23'44"
W
39.40'
L12
S
65 °21'31 "
W
25.34'
L13
N
67 °37'44"
W
32.34'
L14
S
53 °03'01 "
W
35.43'
L15
S
81 °06'30"
W
72.93'
L16
S
46'24'15"
W
73.80'
L17
N
86'1 O' 19"
W
25.45'
L18
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31 °11'48"
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30.03'
L19
S
51 °43'40"
W
52.85'
L20
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75 °33'51 "
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79.54'
L21
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52 °56'57"
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38.90'
L22
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72'1 O' 10"
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40.50'
L23
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81 °27'37"
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33.93'
L24
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55 °20'29"
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35.28'
L25
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28 °46'32"
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18.50'
L26
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56 °00'04"
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49.95'
L27
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53 °28'30"
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19.28'
L28
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83 °39'32"
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53.52'
L29
S
73 °41'00"
W
63.23'
L30
N
81 ° 17'16 "
W
41.27'
L31
S
70 °26'46"
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30.00'
EXISTING CONDITIONS
SHEET NUMBER
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PHONE: 919 - 835 -149
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DEMOLITION LEGEND.
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CURB OR
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RETAINING WALL TO BE REMOVED
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DEMOLITION NOTES OF CONCORD
/ CONTRACTOR SHALL COORDINATE
DEMOL�T ION TPERMITS PRIOR TO THE
00 1 TO OBTAIN ALL NECES
START OF ANY DEMOLITION WORK.
2.
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4. SAW
CUT AND REMOVE ASPHALT PAVEMENT TO LIMITS INDICATED
ON PLAN.
THE PROJECT SITE TO IN1(CUTD UTILITIES. 5,
THE CONTRACTOR SHALL DEMOLISH AND REMOVE OFF-SITE
FACILITIES WITH
STRUCTURES, PAVEMENTS AND SECOND
MATERIALS SHALL BE PROPERLY DISPOSED OF PER DEMOLITION
AND
STATE REGULATIONS.
THAT SERVE ACTIVITIES OTHER RVED AND PROTECTED.
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6. ALL INFORMA TION BE FIELD VERIFIED BY THE BARRICADES,
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FLASHING LIGHTS, TRAFFIC MEN, ETC. FOR
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SIGNS, FENCES,
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SHEET NUMBER
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KHA PROJECT
012587004
Kim ey))) Horn
DATE TROUTMAN CHARTER ACADEMY
08/10/2015
PREPARED FOR
© 2015 KIMLEY —HORN AND ASSOCIATES, INC. SCALE AS SHOWN RYAN COMPANIES US, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DESIGNED BY JCB
PHONE: [phone] DRAWN BY JOB
WWW. KIM LEY— HORN. COM
DATE BY CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
GRAPHIC SCALE IN FEET
0 20 40 80
0RTH
DEMOLITION
X
LOD
LEGEND
ASPHALT PARKING AND PAVED
SURFACES TO BE REMOVED
UTILITIES TO BE REMOVED
CURB OR CURB AND GUTTER TO
BE REMOVED
RETAINING WALL TO BE REMOVED
POLE, FIRE HYDRANT, TREE OR
SIGN TO BE REMOVED
LIMITS OF DISTURBANCE
DEMOLITION NOTES
1. CONTRACTOR SHALL COORDINATE WITH THE TOWN OF CONCORD
TO OBTAIN ALL NECESSARY DEMOLITION PERMITS PRIOR TO THE
START OF ANY DEMOLITION WORK.
2. SAW CUT AND REMOVE CONCRETE CURB TO LIMITS REQUIRED
FOR NEW WORK.
3. REMOVE VEGETATION AND GRASS IN AREAS TO RECEIVE NEW
ASPHALT AND CONCRETE PAVEMENTS.
4. SAW CUT AND REMOVE ASPHALT PAVEMENT TO LIMITS INDICATED
ON PLAN.
5. THE CONTRACTOR SHALL DEMOLISH AND REMOVE OFF -SITE
FACILITIES WITHIN THE PROJECT SITE TO INCLUDE SITE LIGHTING
STRUCTURES, PAVEMENTS AND SECONDARY UTILITIES. ALL
MATERIALS SHALL BE PROPERLY DISPOSED OF PER LOCAL AND
STATE REGULATIONS.
6. ALL PRIMARY UTILITIES DISCOVERED DURING DEMOLITION
OPERATIONS THAT SERVE ACTIVITIES OTHER THAN THE EXISTING
STRUCTURE SHALL BE PROPERLY PRESERVED AND PROTECTED.
7. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER
AND ENGINEER ANY UNFORESEEN OR ADVERSE CONDITIONS,
INCLUDING UNCHARTED UTILITIES, DISCOVERED DURING DEMOLITION
OPERATIONS.
GENERAL NOTES
1. CONTRACTOR SHALL PROTECT EXISTING PLANT MATERIAL NOT
DESIGNATED FOR REMOVAL OR RELOCATION FROM DAMAGE DURING
CONSTRUCTION.
2. CONTRACTOR SHALL KEEP ALL SURROUNDING PUBLIC ROADWAYS AND
DRAINAGE SYSTEMS FREE FROM DIRT, MUD, AND CONSTRUCTION
DEBRIS AT ALL TIMES.
3. LIMITS OF CONSTRUCTION AND CONTRACTOR STAGING AREAS SHALL
BE LIMITED TO THE PROPERTY BOUNDARY, UNLESS NOTED OTHERWISE
ON THESE PLANS.
4. LIMITS OF DEMOLITION INDICATED ON PLAN ARE MINIMUM.
CONTRACTOR SHALL REMOVE AND REPLACE ASPHALT PAVEMENT AS
NECESSARY TO FACILITATE CONSTRUCTION IN ACCORDANCE WITH
STATE AND LOCAL REGULATIONS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND /OR
REPLACEMENT OF ANY ITEMS DAMAGED DURING THE CONSTRUCTION
INCLUDING PROPERTY CORNERS, MONUMENTS, ETC.
6. ALL INFORMATION IS TO BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION
7. THE CONTRACTOR SHALL EMPLOY ALL NECESSARY BARRICADES,
SIGNS, FENCES, FLASHING LIGHTS, TRAFFIC MEN, ETC. FOR
MAINTENANCE AND PROTECTION OF TRAFFIC AS REQUIRED BY THE
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) AND
PER STANDARDS OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE
ADJACENT PROPERTIES. ANY GRADING BEYOND THE LIMITS OF
CONSTRUCTION AS SHOWN ON THE GRADING AND DRAINAGE PLAN
WITHOUT AUTHORIZATION IS SUBJECT TO A FINE. WHEN FIELD
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— OF AN.
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NCDOT AND THE TOWN OF TROUTMAN.
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NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE.
11. NPDES EROSION CONTROL PLAN SHALL BE IN PLACE PRIOR TO
COMMENCING DEMOLITION.
DEMOLITION PLAN
Know what's below.
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SHEET NUMBER
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REVISIONS
DATE BY
Kim e )))Horn
© 2015 KIMLEY —HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone]
WWW- KIMLEY— HORN.COM
KHA PROJECT
012587004
DATE
08/10/2015
SCALE AS SHOWN
DESIGNED BY JCB
DRAWN BY JCB
TROUTMAN CHARTER ACADEMY
PREPARED FOR
RYAN COMPANIES US, INC.
CHECKED BY COB TOWN OF TROUTMAN
NORTH CAROLINA
\ / T
SITE PLAN
PROPERTY INFORMATION
EXISTING ZONING:
EXISTING USE:
TOTAL SITE AREA:
PROPERTY SETBACKS:
PROJECT DATA
PROPOSED USE:
GRAPHIC SCALE IN FEET
0 20 40 80
1 1
602 1 =IMIF_1
PIN#
PROPOSED # OF BUILDINGS
BUILDING LOT COVERAGE:
VEHICULAR SURFACE AREA(NEW):
OPEN SPACE:
PROPOSED BUILDING HEIGHT'.
SITE IMPERVIOUS AREA:
GB
N/A
17.88 ACRES (788,852 SF)
FRONT = 15'
SIDE = 15'
REAR = 25'
AGGREGATE FRONT /REAR = XX'
ELEMENTARY SCHOOL
4750111496
2 (76,100 SF)
5.53% (43,613 SF/788,852 SF)
8.51% (67,125 SF/788,852 SF)
N/A
XX'
39.72% (313,367 SF/788,852 SF)
PARKING: REQUIRED PROVIDED
STANDARD 15 (1.6 SPACES /CLASSROOM 154 SPCS
PLUS 1 SPACE /EMPLOYEE)
HANDICAP 1 SPACE
LEGEND
0 -0-0 -0
00000000
o °o0 0 0
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10
PROPOSED HEAVY
DUTY ASPHALT
PROPOSED LIGHT
DUTY ASPHALT
PROPOSED 1.5" ASPHALT
OVERLAY
HEAVY DUTY CONCRETE
I l �7 �� K• 3 ��� : Z i 1� j ��
PARKING COUNT
PROPOSED FIRE LANE
6 SPCS
NOTES:
1. FIRE LANES TO BE INSTALLED PER TOWN OF TROUTMAN
STANDARD 3050 -D (THERMOPLASTIC PAINT REQUIRED).
2. GREASE INTERCEPTOR SIZING AND DETAILS ARE TO BE INCLUDED
WITH BUILDING CONSTRUCTION PLUMBING PLANS.
3. PRETREATMENT DEVICES FOR LAB SINKS MAY BE REQUIRED, AND
WILL BE ADDRESSED DURING BUILDING CONSTRUCTION PLANNING
PHASE.
4. RIGHT -IN /RIGHT -OUT DRIVEWAY AND ASSOCIATED
IMPROVEMENTS ON HARRISON AVENUE AND NEW SIGNAL AT
PRIVATE DRIVE AND MAYNARD ROAD TO BE IN PLACE PRIOR TO
CERTIFICATE OF OCCUPANCY.
5. PROPOSED RETAINING WALLS SHALL MATCH COLOR AND
MATERIAL OF EXISTING RETAINING WALLS.
6. ALL PARKING /ADA STRIPING SHALL BE PAINTED TRAFFIC WHITE.
7. ALL CROSSWALKS SHALL BE PAINTED TRAFFIC WHITE.
8. ALL STOP BARS SHALL BE PAINTED TRAFFIC WHITE.
9. ALL HANDICAP RAMPS REQUIRE A 4'X4' LANDING WITH 27. MAX
SLOPE.
Know what's below.
Call before you dig.
SHEET NUMBER
C -3.0

m
X
Q
L
m
o No.
REVISIONS
DATE BY
Kimley)))Horn
© 2015 KIMLEY —HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone]
WWW. KIM LEY— HORN. COM
KHA PROJECT
012587004
DATE
08/10/2015
SCALE AS SHOWN
DESIGNED BY JCB
DRAWN BY JOB
TROUTMAN CHARTER ACADEMY
PREPARED FOR
RYAN COMPANIES US, INC.
CHECKED BY COB TOWN OF TROUTMAN
NORTH CAROLINA
NOTES:
GRAPHIC SCALE IN FEET
0 20 40 80
1. TO MINIMIZE DAMAGE TO EXISTING TREES NEAR THE INTERIOR EDGE
OF BUFFERS AND STREETSCAPES, THE CONTRACTOR SHALL CUT
MINIMUM 2' TRENCHES ALONG THE LIMITS OF DISTURBANCE, SO AS
TO CUT, RATHER THAN TEAR ROOTS.
2. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE
UNTIL ALL SITE WORK IS COMPLETED AND THE FINAL INSPECTION
PRIOR TO THE CERTIFICATE OF OCCUPANCY IS SCHEDULED. THE
FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION
FOR THE CERTIFICATE OF OCCUPANCY.
3. ESTABLISHMENT OF PERMANENT GROUND COVER WILL BE
ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS,
WHICHEVER IS SHORTER.
4. ALL STORM DRAIN FRAMES, GRATES, AND HOODS SHALL BE
STAMPED WITH "DRAINS TO RIVER" IN ACCORDANCE WITH TOWN OF
TROUTMAN STANDARDS.
5. CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF ANY
PHASE OF GRADING.
6. THIS PROJECT MAY REQUIRE A PRE — CONSTRUCTION CONFERENCE
BEFORE THE GRADING PERMIT IS ISSUED.
7. RISER STRUCTURES AND BARRELS MUST BE ON —SITE BEFORE THE
GRADING PERMIT IS ISSUED.
8. THE STREETS IN FRONT OF THE PROJECT WILL BE KEPT CLEAN AT
ALL TIMES OR A WASH STATION WILL BE REQUIRED.
9. THE TREE PROTECTION FENCING ON THIS PROJECT WILL BE
INSTALLED AND INSPECTED BEFORE THE GRADING PERMIT IS ISSUED.
10. A GRADING PERMIT WILL NOT BE ISSUED UNTIL THE TOWN OF
TROUTMAN HAS RECEIVED NOTIFICATION FROM THE ECOSYSTEM
ENHANCEMENT PROGRAM THAT A RECEIPT HAS BEEN ISSUED TO
THE DEVELOPER AND THE LOCAL GOVERNMENT STATING THE
NITROGEN BUY DOWN HAS BEEN COMPLETED.
11. THE PROJECT WILL MEET ALL OF THE REQUIREMENTS RELATIVE TO
BEST MANAGEMENT PRACTICES AND ENGINEERED STORMWATER
CONTROL STRUCTURES AS OUTLINED IN THE TOWN OF TROUTMAN
UNIFIED DEVELOPMENT ORDINANCE.
12. IF THERE WILL BE A TRASH COMPACTOR ON THE SITE A
CONNECTION TO SANITARY SEWER AND A COVERED DUMPSTER SITE
WILL BE REQUIRED.
13. THERE IS NO FLOODPLAIN ON THIS SITE.
14. NO WETLANDS EXIST ONSITE.
15. SPILL CURB SHALL BE INSTALLED WHERE WATER DRAINS AWAY
FROM CURB. CATCH CURB WILL BE INSTALLED WHERE WATER
DRAINS TO CURB.
16. PVC STORM DRAINS SHALL ADHERE TO THE SPECIFICATIONS OF
ASTM F949 -93A. HDPE STORM DRAIN MAY BE SUBSTITUTED FOR
PVC. INSTALLATION OF HDPE PIPE SHALL ADHERE TO THE
SPECIFICATIONS OF ASTM D2321 AND BE CERTIFIED BY AN
ENGINEER ACCORDING TO TOWN STANDARDS.
17. CUT AND FILL SLOPES THAT ARE 2:1 OR GREATER SHALL BE
STABILIZED WITH PERMANENT SLOPE RETENTION DEVICES OR A
SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES.
SLOPES GREATER THAN 3:1 SHALL NOT BE STABILIZED WITH TURF
GRASS BUT MUST BE STABILIZED WITH VEGETATION THAT REQUIRES
MINIMAL MAINTENANCE. WEEPING LOVE GRASS, RED FESCUE OR
OTHER APPROVED VARIETY. (CHAPTER 7, PART 2, SECTION 4, (G)
LDO).
18. ALL RETAINING WALLS REQUIRE A SEPARATE PERMIT FROM THE
TOWN OF TROUTMAN INSPECTIONS AND PERMITS DEPARTMENT.
GRADING AND DRAINAGE PLAN
Know what's below.
Call before you dig.
SHEET NUMBER
C -4.0

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T 333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone]
I WWW- KIMLEY- HORN.COM
o No. REVISIONS DATE BY
n
KHA PROJECT
012587004
DATE
08/10/2015
SCALE AS SHOWN
DESIGNED BY JCB
DRAWN BY JCB
TROUTMAN CHARTER ACADEMY
PREPARED FOR
RYAN COMPANIES US, INC.
CHECKED BY COB TOWN OF TROUTMAN
NORTH CAROLINA
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SHEET NUMBER
C -5.0

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REVISIONS
TE BY
Kim ey))) Horn
© 2015 KIMLEY —HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone]
WWW- KIMLEY— HORN.COM
KHA PROJECT
012587004
DATE
08/10/2015
TROUTMAN CHARTER ACADEMY
SCALE AS SHOWN PREPARED FOR
DESIGNED BY JCB RYAN COM PAN I ES US, INC.
DRAWN BY JCB
CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
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INCLUDED WITH BUILDING CONSTRUCTION PLUMBING
PLANS.
2. SEPARATE SUBMITTAL IS REQUIRED FOR SPRINKLER
DRAWINGS. GENERAL CONTRACTOR SHALL SUBMIT
SPRINKLER DRAWINGS TO TOWN OF TROUTMAN.
3. A DEDICATED SPRINKLER RISER ROOM WITH AN
EXTERIOR DOOR ACCESS SHALL BE PROVIDED. THE
REDUCED PRESSURE DETECTOR ASSEMBLY (RPDA)
BACKFLOW DEVICE SHALL BE INSTALLED IN THIS ROOM.
4. PRIVATE FIRE SERVICE UTILITIES SUCH AS THE FIRE
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© 2015 KIMLEY —HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone]
WWW- KIMLEY— HORN.COM
KHA PROJECT
012587004
DATE TROUTMAN CHARTER ACADEMY
08/10/2015
SCALE AS SHOWN PREPARED FOR
DESIGNED BY JCB RYAN COMPANIES US, INC.
DRAWN BY JCB
CHECKED BY COB TOWN OF TROUTMAN
NORTH CAROLINA
NOTES:
1. GREASE INTERCEPTOR
SIZING AND DETAILS ARE TO BE
INCLUDED WITH BUILDING
CONSTRUCTION PLUMBING
PLANS.
2. SEPARATE SUBMITTAL
IS REQUIRED FOR SPRINKLER
DRAWINGS. GENERAL CONTRACTOR
SHALL SUBMIT
SPRINKLER DRAWINGS TO
TOWN OF TROUTMAN.
3. A DEDICATED SPRINKLER
RISER ROOM WITH AN
EXTERIOR DOOR ACCESS
SHALL BE PROVIDED. THE
REDUCED PRESSURE DETECTOR ASSEMBLY (RPDA)
BACKFLOW DEVICE SHALL
BE INSTALLED IN THIS ROOM.
4. PRIVATE FIRE SERVICE
UTILITIES SUCH AS THE FIRE
LINE FROM THE PIV INTO
THE BUILDING SHALL BE
INSPECTED PRIOR TO COVERING UP BY A TOWN OF
TROUTMAN FIRE INSPECTOR.
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8 3� z a w i �� I �°� 5. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE
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78
/ '
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DATE BY
825 ,.
GROUND COVER IS ESTABLISHED;
� � y y y y x � / °
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25 -YEAR PEAK FLOW 14 -165 CFS
823 L I / SURFACEAREA REQUIRR) 6,162 SF
v O l •` I SURFACEAREA PROVIDED 6,514 SF
X —
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/ / I V OLUME PR]V IDED 14,681 CF
STORAGEDEPTH 9 -5 FT
t /
.. _ �` .,, -- ; I TOP OF BERM 6,514 SF 831 -05 ELEV
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832'
KHA PROJECT
012587004
DATE
08/10/2015
SCALE AS SHOWN
Kim ey>>>Horn
© 2015 KIMLEY —HORN AND ASSOCIATES, INC.
333 TAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone]
WWW- KIMLEY- HORN.COM
TROUTMAN CHARTER ACADEMY
PREPARED FOR
DESIGNED BY GCB RYAN COMPANIES US, INC.
DRAWN BY JCB
CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
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a36 9 CO M _~ / / 3. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN; S 00 04
00 C*4
04
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DESIGN ELEVATIONS. ATTACH SKIMMER DEVICE TO PERMANENT RISER.
8 3� z a w i �� I �°� 5. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE
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y y y y y y Z:;� j i PHASE OF GRADING;
y y A y y y y y y l 1 9 MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT
78
/ '
REVISIONS
DATE BY
825 ,.
GROUND COVER IS ESTABLISHED;
� � y y y y x � / °
-b / I 10. REQUEST FINAL APPROVAL BY EROSION CONTROL OFFICER;
/ I I
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_ / I
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25 -YEAR PEAK FLOW 14 -165 CFS
823 L I / SURFACEAREA REQUIRR) 6,162 SF
v O l •` I SURFACEAREA PROVIDED 6,514 SF
X —
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/ / I V OLUME PR]V IDED 14,681 CF
STORAGEDEPTH 9 -5 FT
t /
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I / EIGY- SPILLWAY LENGTH 21 FT 829 -50 ELEV
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j I SIMMER SIZE 2 IN
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VOLUMEREQUIRED 16,128 C
VOLUMEPROVIDED 812" a
STORAGE DEPTH 13,5 FT
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82320 o j / I EMGY- SPILLWAY LENGTH 815 FT 819 -50 ELEV
_ BOTTOM OF BASIN 375' SF 806 -00 ELEV
\822 4 PR j / I SKMMERSIZE 2 IN
/ I SKIMMER ORIFICE DIAMETER 3 IN
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TOTA L DISTURBED DRA INA GEA REA 3 -030 AC
25 -Y EA R PEA K FLOW 12 -D9 C FS
\ 0 As \ % % I SURFACEAREA REQUIRED 5,259 SF
SURFACEAREA PROVIDED 825 SF
VOLUMEREQUIRED 5,454 CF
_U V OLUME PROV IDED 824 C F
I I STORA GE DEPTH 3 -5 FT
\ I TOPOFBERM 2,969 SF 4D5 -50 ELEV
\ / I EMGY- SPILLWAY LENGTH 62 FT 404 -00 ELEV
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820 \ % / I SKMMERSIZE 3 IN
/ I SIMMER ORFICE DA METER 1 -5 IN
D
6 1j94 S \ `\
0 1895 1TgRY SE \
1899 MB \ \
82�, SO pc 26
832'
KHA PROJECT
012587004
DATE
08/10/2015
SCALE AS SHOWN
Kim ey>>>Horn
© 2015 KIMLEY —HORN AND ASSOCIATES, INC.
333 TAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone]
WWW- KIMLEY- HORN.COM
TROUTMAN CHARTER ACADEMY
PREPARED FOR
DESIGNED BY GCB RYAN COMPANIES US, INC.
DRAWN BY JCB
CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
/ v
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Know what's below.
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SHEET NUMBER
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/83
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^827 8. SEED AND MULCH DENUDED AREAS WITHIN 30 DAYS AFTER ANY
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8 6
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GROUND COVER IS ESTABLISHED;
825 Y 10. REQUEST FINAL APPROVAL BY EROSION CONTROL OFFICER;
1 ` I 11. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE
AREAS.
I \ 824
., . I SKIMMER BASIN #1
TOTAL DISTURBED DRAINAGEAREA 2.100 AC
25 -YEAR PEAK FLOW 7:820 CFS
SURFACEAREA REQUIRED 3,402 SF
823 ��— SURFACEAREA PROVIDED 3,610' SF
�- V. x _ VOLUMEREQUIRED 3,780 CF
VCLUMEPRCVIDED 13,268' CF
STORAGE DEPTH 6.5 FT
TOP OF BERM 3,610' SF 830.0D ELEV
BV1GY. SPILLWAY LENGTH 10 FT 828.50 ELEV
BOTTOM OF BASIN 3,610' SF 822-DC) ELEV
SKIMMERSIZE 2 IN
SKIMMER ORIRCEDIAMETER 125 IN
SKIMMER BASIN #2
ORE. lg GUM �> (TOTAL DISTURBEDDRAINAGEAREA 3.554 AC
TD> 25- YFARPFAKFLOW 14.165 C:FS
SURFACEAREA REQUIRED 6,162 SF
SURFACEAREA PROVIDED 6,514 SF
VOLUME REQUIRED 6,39D CF
0 I V OLUME PROV IDED 14,681 CF
STCRAGEDEPTH 9.5 FT
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8822'
SKIMMER SIZE 2 IN
°$22 4 pR o ISKIMMER CRFICEDIAMETER 2 IN
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TOTALDISTURBEDDRAINAGEAREA 6.960 AC
25- YEARPEAKFLOW 26.055 (FS
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J SURFACEAREA PROVIDED 813* SF
\� VOLUMEREQUIRED 16,128 CF
\ I V OLUME PROV IDEJ 812 ` CF
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ENGY. SPLLWAY LENGTH 815 FT 819.50 ELEV
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KHA PROJECT
Kim ey))) 012587004
DATE TROUTMAN CHARTER ACADEMY
08/10/2015
© 2015 KIMLEY —HORN AND ASSOCIATES, INC. SCALE As SHOWN PREPARED FOR
333 TAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DESIGNED BY JCB RYAN COMPANIES US, INC.
PHONE: [phone] DRAWN BY JCB
WWW- KIMLEY— HORN.COM
REVISIONS DATE BY CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
V�' 1
EROSION CONTROL PLAN PHASE
Know what's below.
Call before you dig.
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2 STORY
aC BUILDINU
A
y
- A A
X X XX
GRAPHIC SCALE IN FEET
0 20 40 80
-------- - - - - --
SF K yr SF TPFU Qn SF TPFCL SF , " .�
NPDES GROUND COVER REQUIREMENTS
SITE AREA DESCRIPTION STABILIZATION TIME FRAME EXCEPTIONS
------------ - - - - -- - - - - -- _ __
TDt __ _ PERIMETER DIKES, SWALES, 7 DAYS NONE
roz ; DITCHES, SLOPES
HIGH QUALITY WATER
(HQW) ZONES 7 DAYS NONE
IF SLOPES ARE 10' OR
1 = . SLOPES STEEPER THAN 3:1 7 DAYS LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1.
14 DAYS ARE ALLOWED.
7 DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER 14 DAYS GREATER THAN 50' IN
LENGTH
ALL OTHER AREAS WITH 14 DAYS NONE EXCEPT FOR
SLOPES FLATTER THAN 4:1 PERIMETERS AND HQW
ZONES.
� LEGEND
CONSTRUCTION ENTRANCE
\ SILT FENCE OUTLET
\ \ CL LIMITS OF DISTURBANCE
SILT e
AND TREE PROTECTION
TPFR FENCE
SF SILT FENCE
00 c ■'
CATCH BASIN
INLET PROTECTION
03 0000 �' S
cp to DEWATERING BASIN
y y y yo I ff) Tp>
� f �
NOTES
1. INSTALL AND HAVE TREE PROTECTION FENCING INSPECTED BY TOC
SITE INSPECTOR;
y y y y y N
° 2. OBTAIN GRADING PERMIT;
y y y W N
CO 00 M _~ 3. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN;
00 .9 .9 y .9 00 N / I
N 4. REMOVE AND REPLACE EXISTING POND RISER AND OUTLET PIPE
ao
WITH PERMANENT RISER FOR DETENTION POND AND EXCAVATE TO
I- -4 1 DESIGN ELEVATIONS. ATTACH SKIMMER DEVICE TO PERMANENT RISER.
al- y y y y y y p , ,< 0 /
,�°� 5. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON -SITE
y A S '� '� cn i v0 INSPECTION BY EROSION CONTROL OFFICER;
A y y '� y 6. PROCEED WITH GRADING;
y d I y
n1 1 7. CLEAN SEDIMENT BASINS WHEN ONE -HALF FULL;
8. SEED AND MULCH DENUDED AREAS WITHIN 30 DAYS AFTER ANY
y y y y y A j i PHASE OF GRADING;
y y y y y y y y 9. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT
GROUND COVER IS ESTABLISHED;
i I 10. REQUEST FINAL APPROVAL BY EROSION CONTROL OFFICER;
A y y y A y y y I r i I
'I 'I 'I x 0 11. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE
I- SKIMMER BASIN #2
a, t -
/ 1 /
TOTAL CISTURBEDDRAINAGEAR64 3.554 AC
I �
I 25 -YEAR PEAK FLOW 14.165 CFS
/ 1 SURFACEAREA REQUIRED 6,162 SF
X vv Y / �O SURFACEAREA PROVIDED 6,514 SF
1 I VOLUMEREQUIRED 6,3913 CF
1 1 I V OLUME FR]V IDED 14,681 CF
STORAGE DEPTH 9.5 FT
TOP OFBERM 6,514 SF 831.00 ELEV
E (3Y. SPILLWAY LENGTH 21 FT 829.50 ELEV
/ I ( BOTTOM OF BASIN 275 SF 820.00 ELEV
j I SIMMER SIZE 2 IN
SKIMMER ORIFICE DIAMETER 2 IN
SKIMMER BASIN #3
I TOTALDISTURB ®DRAINA Ur- AREA 8.960 AC
To> \ 125 -YEAR PEAK FLOW 26.055 C FS
R„
- I I' l •� ,' W Al o jR 8 �� 'Z , 35 ��'J I ISURFA CIE AREA REQUIRE:) 11,334 SF
SURFACEAREA RUVIDED B13' SF
I
I VOLUMEREQUIRED 16,128 CF
II
Q \\ `.�/•� `� O �' I VOLUMEPRQVIDED 812" Cr
STORAGE DEPTH 13.5 FT
TOP OF BERM AREA ' SF 821.00 ELEV
Ea1GY. SPILLWAY LENGTH 815 FT 819.50 ELEV
ar� r�iN 1 f ' �� - -_- 8 82 23 \ / vx BOTTOM OF BASIN 375' SF 806.00 ELEV
Z L / ?� 4 822 4 PR I SI9MMERSIcE 2 IN
l J� �_, / /�, - r� I SKIMMERORFICEDIAMETER 3 IN
z \ / AS
- _ - - - -- J � � /� i I SKIMMER BASIN #4 1
O ' - - -- ---- - - - - -- - -�_ INAGEAREA
\ I TOTALUSTURBEDDRA 3.1330 AC
O
� / % 25 -Y EA R PEA K FLOW 12.139 CAS
LLI SURFACEAREA REQUIRED 5,259 SF
- ICED
-�� _'_ - -- - - - - - - - - - -
--- ---- -- % % o SURFACEAREA PROV 825' SF
VOLUME REQUIRED 5,454 CI
O �? _ '' \ % % V OLUME PROV IDED 624 CF
STORAGEDEPTH 3.5 FT
'' TOP OF BERM 2,969 SF 405.50 ELEV
EMGY. SPILLWAY LENGTH 62 FT 404.00 ELEV
\ j BOTTOM OF BASIN 275 SF 816.00 ELEV
8 ?0 / I SKMMERSIZE 3 IN
/ I
SIMMER ORFICE DA METER 1.5 IN
o
94,
O 3
U
. PG o
0 189g.
ail
PC
83� 827 Know what's below.
Ln � g32' \ \ I Call before you dig.
I \
�n KHA PROJECT
012587004 SHEET NUMBER
< Kim ey))) Horn DATE TROUTMAN CHARTER ACADEMY
08/10/2015
SCALE AS SHOWN
PREPARED FOR
Y ©2015 KIMLEY -HORN AND ASSOCIATES, INC. EROSION CONTROL PHASE 2 C-62
m 333 TAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601 DESIGNED BY JCB RYAN COMPANIES PAN I ES US, INC.
PHONE: [phone] DRAWN BY JCB
I WWW- KIMLEY- HORN.COM
o No. REVISIONS DATE BY CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
n

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© 2015 KIMLEY —HORN AND ASSOCIATES, INC.
333 FAYETTEVILLE STREET, SUITE 600, RALEIGH, NC 27601
PHONE: [phone]
WWW.KIMLEY— HORN.COM
KHA PROJECT
012587004
DATE TROUTMAN CHARTER ACADEMY
08/10/2015
SCALE AS SHOWN PREPARED FOR
DESIGNED BY JCB RYAN COMPANIES US, INC.
DRAWN BY JCB
CHECKED BY COB TOWN OF TROUTMAN NORTH CAROLINA
GRAPHIC SCALE IN FEET
0 20 40 80
NPDES GROUND COVER REQUIREMENTS
SITE AREA DESCRIPTION STABILIZATION TIME FRAME EXCEPTIONS
PERIMETER DIKES, SWALES, 7 DAYS NONE
DITCHES, SLOPES
HIGH QUALITY WATER 7 DAYS NONE
(HQW) ZONES
SLOPES 3:1 OR FLATTER
ALL OTHER AREAS WITH
SLOPES FLATTER THAN 4:1
LEGEND
mm
CL
TPFR-
SF
14 DAYS
14 DAYS
IF SLOPES ARE 10' OR
LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1.
14 DAYS ARE ALLOWED.
7 DAYS FOR SLOPES
GREATER THAN 50' IN
LENGTH
NONE EXCEPT FOR
PERIMETERS AND HQW
ZONES.
CONSTRUCTION ENTRANCE
SILT FENCE OUTLET
LIMITS OF DISTURBANCE
SILT AND TREE PROTECTION
FENCE
SILT FENCE
CATCH BASIN
INLET PROTECTION
DEWATERING BASIN
NOTES
1. INSTALL AND HAVE TREE PROTECTION FENCING INSPECTED BY TOC
SITE INSPECTOR;
2. OBTAIN GRADING PERMIT;
3. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN;
4. REMOVE AND REPLACE EXISTING POND RISER AND OUTLET PIPE
WITH PERMANENT RISER FOR DETENTION POND AND EXCAVATE TO
DESIGN ELEVATIONS. ATTACH SKIMMER DEVICE TO PERMANENT RISER.
5. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON —SITE
INSPECTION BY EROSION CONTROL OFFICER;
6. PROCEED WITH GRADING;
7. CLEAN SEDIMENT BASINS WHEN ONE —HALF FULL;
8. SEED AND MULCH DENUDED AREAS WITHIN 30 DAYS AFTER ANY
PHASE OF GRADING;
9. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT
GROUND COVER IS ESTABLISHED;
10. REQUEST FINAL APPROVAL BY EROSION CONTROL OFFICER;
11. REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE
AREAS.
SKIMMER BASIN #1
TOTAL DISTURBED DRAINAGEAREA
2.100
AC
25-YEAR PEAK FLOW
7820
CFS
SURFACEAREA REQUIRED
3,402
SF
SURFACEAREA PROVIDE]
3,610 *
SF
VOLUMEREQUIRR)
3,780
CF
V CLUME PRDV IDED
13,268-
CF
STORAGE DEPTH
6.5
FT
TOP OF BERM
3,610-
SF
ENGY. SPILLWAY LENGTH
10
FT
BOTTOM OF BASIN
3,610-
SF
SKIMMER SIZ E
2
IN
SKIMMER ORIFICE DIAMETER
125
IN
SKIMMER BASIN #2
TOTALDISTURBEJDRAINAGEAREA
3.550
AC
125- YFARPEAKFLOW
14.165
CFS
SURFACEAREA REQUIRED
6,162
SF
SURFACEAREA PROVIDED
6,514
SF
VOLUMEREQUIRED
6,39D
CF
VOLUMEPIROdIDED
14,681
CF
STORAGEDEPTH
9.5
FT
TOP OF BERM
6,514
SF
1 EMIGY. SPILLWAY LENGTH
21
FT
1 BOTTOM OF BASIN
275 *
SF
1 SKIMMER SIZE
2
IN
1 SKIMMER ORFICE DIA METER
2
IN
SKIMMER BASIN #3
TOTALDISTURBEJDRAINAGEAREA
2.960
AC
25 -YEAR PEAK FLOW
26.055
CFS
SURFACEAREA REQUIRED
11,334
SF
SURFACEAREA PROVIDE]
813*
SF
VOLUMEREQUIREJ
16,128
CIF
VOLUMEPROVIDE]
812*
CIF
STORA GE DEPTH
13.5
FT
TOP OF BERM
AREA *
SF
EMGY. SPILLWAY LENGTH
815
FT
BOTTOM OF BASIN
375 *
SF
SKMMER SIZE
2
IN
SKIMMER ORIFICE DA METER
3
IN
830.00 ELEV
828.51) ELEV
822.00 ELEV
B31-DD ELEV
829.50 ELEV
820.00 ELEV
821.00 ELEV
819.50 ELEV
8%_0D ELEV
Know what's below.
Call before you dig.
SHEET NUMBER
EROSION CONTROL PLAN PHASE 2 C -6.3

Plotted By: Cape, Rivers Sheet Set: Kha Layout: Layout1 Auqust 21, 2015 08: 40: 38am K:\RDT-LDEV\012587004-Troutman\Plcnninq Phase \15 CAD Flles \Exhibits \20150812 Grading Exhibit \EX1 Grading Exhibit.dwq
This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Kimley -Horn and Associates, Inc. shall be without liability to Kimley -Horn and Associates, Inc.
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USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: The Ryan Companies US, Inc. 2. Evaluator's name: Chris Tinklenberg, PWS
3. Date of evaluation: 05/15/2015
4. Time of evaluation: 10:00 am
5. Name of stream: UT to Kerr Branch
6. River basin: Yadkin -Pee Dee
7. Approximate drainage area: 67 ac.
8. Stream order:. Second Order
9. Length of reach evaluated: 40 If
10. County: Iredell
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34.872312): 35.663617 Longitude (ex. - 77.556611): - 80.849913
Method location determined (circle): [D3PS[Dropo Shee ✓t rtho (Aerial) Photo /GIS[DDther GISE3Dther
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
S1 is located southeast of downtown Troutman on either side of US 21 /NC 115 between Lexus Drive and Flower House Loop.
14. Proposed channel work (if any): Culvert Installation
15. Recent weather conditions: Mild, dry and temps. in the 70 -80's
16. Site conditions at time of visit: Partly cloudy and 70 -80 °F
17. Identify any special waterway classifications known: ,Section 10 FITidal Waters Essential Fisheries Habitat
nTrout Waters 00utstanding Resource Waters ,l Nutrient Sensitive Waters Owater Supply Watershed. (I -IV)
18. Is there a pond or lake located upstream of the evaluation point? NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 20 % Residential 10 % Commercial 10 % Industrial _% Agricultural
25 % Forested 35 % Cleared / Logged _% Other (
22. Bankfull width: 21 23. Bank height (from bed to top of bank): 3'
24. Channel slope down center of stream: Flat (0 to 2 %) QGentle (2 to 4 %) Moderate (4 to 10 %) El Steep ( >10 %)
25. Channel sinuosity: Straight 00ccasional bends Frequent meander Overy sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 45 Comments:
Evaluator's Signature Date 05/15/2015
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919- 876 -8441 x 26.

UT to Kerr Branch
STREAM QUALITY ASSESSMENT WORKSHEET
TOTAL SCORE (also enter on first page)
* These characteristics are not assessed in coastal streams.
2
45
#
� ir
CHARACTERISTICS
ECOREGION POINT RANGE
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0
- 4
0-5
3
(no flow or saturation = 0:_ strong _flow = max points)
_
2
Evidence of past human alteration
0-6
0-5
0-5
1
(extensive alteration = 0; no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
2
(no buffer = 0; contiguous, wide buffer = max points)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
4
(extensive discharges = 0; no discharges = max points)
5
Groundwater discharge
0
-3
0
-4
0
-4
1
�
(no discharge = 0; springs, seeps, wetlands, etc. = max points)_
6
Presence of adjacent floodplain
0
-4
0
-4
0
-2
2
(no floodplain = 0: extensive floodplain =max points)_
2
Entrenchment / floodplain access
0—
5
0—
4
0—
2
1
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
0
(no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
1
(extensive channelization = 0: natural meander = max points)
10
Sediment input
I 0-5
0-4
0-4
3
(extensive deposition= 0; little or no sediment = max points)
I l
Size & diversity of channel bed substrate
NA*
0-4
0
- 5
3
(fine. homogenous = 0. large. diverse sizes = max points)
12
Evidence of channel incision or widening
0-5
0
- 4
0-5
2
(deeply incised = 0; stable bed & banks = max points)
13
Presence of major bank failures
0-5
0
- 5
0-5
2
a
(severe erosion = 0; no erosion, stable banks = max points)
�.,
14
Root depth and density on banks
0-3
0
— 4
0-5
2
(no visible roots = 0: dense roots throu0out = max points)
15
Impact by agriculture, livestock, or timber production
1 0-5
0
- 4
0-5
4
(substantial impact =0; no evidence = max points)
16
Presence of riffle- pool/ripple -pool complexes
0-3
0-5
0-6
2
(no riffles /ripples or pools = 0; well - developed = max points)
1
Habitat complexity
0-6
0
6
0
6
4
(little or no habitat = 0: freauent. varied habitats = max points)
18
Canopy coverage over streambed
0—
5
0—
5
0—
5
2
(no shading vegetation = 0; continuous canopy = max points)
19
Substrate embeddedness
NA*
0-4
0-4
2
(deeply embedded = 0; loose structure = max)
20
Presence of stream invertebrates (see page 4)
0-4
0
- 5
0-5
2
21
(no evidence = 0� common, numerous types = max points)
Presence of amphibians
0-4
0
4
0-4
O
u
(no evidence = 0; common, numerous types — ,ax u(llnls)
—
O
22
Presence of fish
0
-4
0
-4
0
-4
0
(no evidence = 0; common. numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
2
(no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
* These characteristics are not assessed in coastal streams.
2
45

USACE AID# DWQ # Site # (indicate on attached map)
M STREAM QUALITY ASSESSMENT WORKSHEET
Provide the following information for the stream reach under assessment:
1. Applicant's name: The Ryan Companies US, Inc. 2. Evaluator's name: Chris Tinklenberg, PWS
3. Date of evaluation: 05/15/2015
5. Name of stream: Kerr Branch
7. Approximate drainage area: 67 ac.
9. Length of reach evaluated: 40 If
4. Time of evaluation: 10:00 am
6. River basin: Yadkin -Pee Dee
8. Stream order:. Second Order
10. County: Iredell
11. Site coordinates (if known): prefer in decimal degrees. 12. Subdivision name (if any):
Latitude (ex. 34.872312): 35.663076 Longitude (ex. - 77.556611): - 80.848978
Method location determined (circle): [D3PS[Dropo Shee ✓t rtho (Aerial) Photo /GIS[DDther GISE3Dther
13. Location of reach under evaluation (note nearby roads and landmarks and attach map identifying stream(s) location):
S1 is located southeast of downtown Troutman on either side of US 21 /NC 115 between Lexus Drive and Flower House Loop.
14. Proposed channel work (if any): Extension of 10'x7' double box culvert
15. Recent weather conditions: Mild, dry and temps. in the 70 -80's
16. Site conditions at time of visit: Partly cloudy and 70 -80 °F
17. Identify any special waterway classifications known: ,Section 10 FITidal Waters Essential Fisheries Habitat
nTrout Waters 00utstanding Resource Waters ,l Nutrient Sensitive Waters Owater Supply Watershed. (I -IV)
18. Is there a pond or lake located upstream of the evaluation point? NO If yes, estimate the water surface area:
19. Does channel appear on USGS quad map? YES 20. Does channel appear on USDA Soil Survey? YES
21. Estimated watershed land use: 20 % Residential 10 % Commercial 10 % Industrial _% Agricultural
25 % Forested 35 % Cleared / Logged _% Other (
22. Bankfull width: 12' 23. Bank height (from bed to top of bank): 18'
24. Channel slope down center of stream: Flat (0 to 2 %) QGentle (2 to 4 %) Moderate (4 to 10 %) El Steep ( >10 %)
25. Channel sinuosity: Straight 00ccasional bends Frequent meander Overy sinuous Braided channel
Instructions for completion of worksheet (located on page 2): Begin by determining the most appropriate ecoregion based on
location, terrain, vegetation, stream classification, etc. Every characteristic must be scored using the same ecoregion. Assign points
to each characteristic within the range shown for the ecoregion. Page 3 provides a brief description of how to review the
characteristics identified in the worksheet. Scores should reflect an overall assessment of the stream reach under evaluation. If a
characteristic cannot be evaluated due to site or weather conditions, enter 0 in the scoring box and provide an explanation in the
comment section. Where there are obvious changes in the character of a stream under review (e.g., the stream flows from a pasture
into a forest), the stream may be divided into smaller reaches that display more continuity, and a separate form used to evaluate each
reach. The total score assigned to a stream reach must range between 0 and 100, with a score of 100 representing a stream of the
highest quality.
Total Score (from reverse): 56 Comments:
Evaluator's Signature Date 05/15/2015
This channel evaluation form is intended to be used only as a guide to assist landowners and environmental professionals in
gathering the data required by the United States Army Corps of Engineers to make a preliminary assessment of stream
quality. The total score resulting from the completion of this form is subject to USACE approval and does not imply a
particular mitigation ratio or requirement. Form subject to change - version 06/03. To Comment, please call 919- 876 -8441 x 26.

Kerr Branch
STREAM QUALITY ASSESSMENT WORKSHEET
TOTAL SCORE (also enter on first page)
* These characteristics are not assessed in coastal streams.
2
56
#
� ir
CHARACTERISTICS
ECOREGION POINT RANGE
SCORE
Coastal
Piedmont
Mountain
1
Presence of flow / persistent pools in stream
0-5
0
- 4
0-5
4
(no flow or saturation = 0:_ strong _flow = max points)
2
Evidence of past human alteration
0-6
0-5
0-5
1
(extensive alteration = 0; no alteration = max points)
3
Riparian zone
0-6
0-4
0-5
4
(no buffer = 0; contiguous, wide buffer = max points)
4
Evidence of nutrient or chemical discharges
0-5
0-4
0-4
4
(extensive discharges = 0; no discharges = max points)
5
Groundwater discharge
0
-3
0
-4
0
-4
1
�
(no discharge = 0; springs, seeps, wetlands, etc. = max points)_
6
Presence of adjacent floodplain
0
-4
0
-4
0
-2
2
(no floodplain = 0: extensive floodplain =max points)_
2
Entrenchment / floodplain access
0—
5
0—
4
0—
2
1
(deeply entrenched = 0; frequent flooding = max points)
8
Presence of adjacent wetlands
0-6
0-4
0-2
0
(no wetlands = 0; large adjacent wetlands = max points)
9
Channel sinuosity
0-5
0-4
0-3
2
(extensive channelization = 0: natural meander = max points)
10
Sediment input
I 0-5
0-4
0-4
3
(extensive deposition= 0; little or no sediment = max points)
I l
Size & diversity of channel bed substrate
NA*
0-4
0
- 5
3
(fine. homogenous = 0. large. diverse sizes = max points)
12
Evidence of channel incision or widening
0-5
0
- 4
0-5
2
(deeply incised = 0; stable bed & banks = max points)
13
Presence of major bank failures
0-5
0
- 5
0-5
3
a
(severe erosion = 0; no erosion, stable banks = max points)
�.,
14
Root depth and density on banks
0
-3
0
-4
0
-5
3
(no visible roots = 0: dense roots throu0out = max points)
15
Impact by agriculture, livestock, or timber production
1 0-5
0
- 4
0-5
4
(substantial impact =0; no evidence = max points)
16
Presence of riffle- pool/ripple -pool complexes
0-3
0-5
0-6
4
(no riffles /ripples or pools = 0; well - developed = max points)
1
Habitat complexity
0-6
0
6
0
6
5
(little or no habitat = 0: freauent. varied habitats = max points)
18
Canopy coverage over streambed
0—
5
0—
5
0—
5
4
(no shading vegetation = 0; continuous canopy = max points)
19
Substrate embeddedness
NA*
0-4
0-4
2
(deeply embedded = 0; loose structure = max)
20
Presence of stream invertebrates (see page 4)
0-4
0
- 5
0-5
2
21
(no evidence = 0� common, numerous types = max points)
Presence of amphibians
0-4
0
4
0-4
O
u
(no evidence = 0; common, numerous types — ,ax u(llnls)
—
O
22
Presence of fish
0
-4
0
-4
0
-4
0
(no evidence = 0; common. numerous types = max points)
23
Evidence of wildlife use
0-6
0-5
0-5
2
(no evidence = 0; abundant evidence = max points)
Total Points Possible
100
100
100
TOTAL SCORE (also enter on first page)
* These characteristics are not assessed in coastal streams.
2
56

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 5/15/2015 Project/Site: Troutman Charter School/ Latitude: 35.664169
Stream 1 (UT to Kerr
Evaluator: Chris Tinklenberg, PWS County: Iredell Longitude: - 80.850204
Total Points: 38 Stream Determination (ci Other
Stream is at least intermittent Ephemeral Intermitten erennial e.g. Quad Name: Shepherds
if ? 19 or perennial if >_ 30
A. Geomorphology Subtotal = 20.5
Absent
Weak
Moderate Strong
Score
,a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In- channel structure: ex. riffle -pool, step -pool, ripple-
2
poolsequence
0
1
3
2
4. Particle size of stream substrate
0
1
2
3
3
5. Active /relic floodplain
0
1
2
3
2
6. Depositional bars or benches
0
1
2
3
2
7. Recent alluvial deposits
0
1
2
3
3
8. Headcuts
0
1
2
3
2
9. Grade control
0
0.5
1
1.5
0
10. Natural valley
0
0.5
1
1.5
1.5
11. Second or greater order channel
No = 0
Yes = 3
0
a artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 11.5
12. Presence of Baseflow
0
1
2
3
3
13. Iron oxidizing bacteria
0
1
2
3
2
14. Leaf litter
1.5
1
0.5
0
1.5
15. Sediment on plants or debris
0
0.5
1
1.5
1
16. Organic debris lines or piles
0
0.5
1
1.5
1
17. Soil -based evidence of high water table?
No = 0
Yes = 3
3
C. Biology Subtotal = 6
18. Fibrous roots in streambed
3
2
1
0
3
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
0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5; Other = 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Stream evaluated below 48" CMP beneath Crosstie Rd.
Geomorphology of stream above Crosstie Rd. is drastically different than downsteam
The bed elevation of S1 has cut down to bed elevation of Kerr Branch back to the culvert at Crosstie
Channel is approximately 15' deep and 15' wide with continuous baseflow

North Carolina Division of Water Quality - Stream Identification Form, Version 4.11
Date: 5/15/2015 Project/Site: Troutman Charter School/ Latitude: 35.662961
S2 (Kerr Branch)
Evaluator: Chris Tinklenberg, PWS County: Iredell Longitude: - 80.849797
Total Points: 43 Stream Determination (ci Other
Stream is at least intermittent Ephemeral Intermitten erennial e.g. Quad Name: Shepherds
if ? 19 or perennial if >_ 30
A. Geomorphology Subtotal = 24.5
Absent
Weak
Moderate Strong
Score
,a. Continuity of channel bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
2
3. In- channel structure: ex. riffle -pool, step -pool, ripple-
2
poolsequence
0
1
3
3
4. Particle size of stream substrate
0
1
2
3
3
5. Active /relic floodplain
0
1
2
3
3
6. Depositional bars or benches
0
1
2
3
3
7. Recent alluvial deposits
0
1
2
3
3
8. Headcuts
0
1
2
3
0
9. Grade control
0
0.5
1
1.5
0
10. Natural valley
0
0.5
1
1.5
1.5
11. Second or greater order channel
No = 0
Yes = 3
3
a artificial ditches are not rated; see discussions in manual
B. Hydrology Subtotal = 10.5
12. Presence of Baseflow
0
1
2
3
3
13. Iron oxidizing bacteria
0
1
2
3
1
14. Leaf litter
1.5
1
0.5
0
1.5
15. Sediment on plants or debris
0
0.5
1
1.5
1
16. Organic debris lines or piles
0
0.5
1
1.5
1
17. Soil -based evidence of high water table?
No = 0
Yes = 3
3
C. Biology Subtotal = 8
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
1
21. Aquatic Mollusks
0
1
2
3
0
22. Fish
0
0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0.5
24. Amphibians
0
0.5
1
1.5
0.5
25. Algae
0
0.5
1
1.5
0
26. Wetland plants in streambed
FACW = 0.75; OBL
= 1.5; Other = 0
0
'perennial streams may also be identified using other methods. See p. 35 of manual.
Notes:
Evaluation above the confluence with S1
Second order perennial stream

View of S 1 —Unnamed tributary to Kerr Branch. Looking downstream.
View of S1 — Unnamed Tributary to Kerr Branch. Looking upstream, near the confluence with Kerr Branch.
Title I Site Photographs
Prepared For:
Project
RYAN"
Troutman Charter Academy Project
Troutman, Iredell County, North Carolina
Date
8/23/15
KHA Project Number Site Photo Page
012587004 1 1
Kirillev N.iz.1 .,

View of S2 — Kerr Branch. Looking upstream.
Title I Site Photographs
Prepared For:
Project
RYAH
View of S2 — Kerr Branch. Looking downstream.
Troutman Charter Academy Project
Troutman, Iredell County, North Carolina
Date
8/23/15
KHA Project Number Site Photo Page
012587004 1 2
Kirilley ,,, C. ., .6 1