20150172 Ver 1_Shoreline Stabilization_20161129

Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
sandec.com
O' November 29, 2016
�- — S&EC Project # 12220.W9
V
To: US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: James Lastinger
3331 Heritage Trade Drive, Suite 105
Wake Forest, NC 27587
From: Deborah E. Shirley
Soil & Environmental Consultants, PA
NC DWR, 401 & Buffer Permitting Unit
Attn: Karen Higgins
Archdale Building — 9th Floor)
512 North Salisbury Street li
Raleigh, NC 27604 Zee /GL
ll -o9_l(
Re: Green Level High School: WCPSS H -7 -Sanitary Sewer Modification
SAW -2008-03131; NCDWR #15-0172
Cary, Wake County, NC
On behalf of the applicant, Wake County Board of Education, please find attached a complete application
and supplemental information requesting written concurrence from the U.S. Army Corps of Engineers and
the N. C. Division of Water Resources (NCDWR) that the activities proposed below may proceed under
Nationwide Permit 12 and Water Quality Certification 3884. The proposed project is within the Jordan
Watershed and was previously reviewed and impacts approved as a "local unit of government", therefore
the applicant requests again for the No Practical Alternatives review to be completed by the NCDWR.
The purpose for this modification request is that in preparation to install the sanitary sewer bore through
the wetland and across White Oak Creek and its tributary, the project engineers had the original survey
verified and found that the White Oak Creek stream bottom was approximately 2.5' deeper than shown on
the original survey. Per the project engineers, they have met with the Town of Cary and the Town is fine
with the bore encasements being exposed through the stream channels. Please contact me at (919) 846-
5900 if you have any questions or require additional information.
PROJECT SUMMARY
Project Name
Green Level High School: WCPSS H -7 -Sanitary Sewer
Modification
Project Type
Utility Line Activities
Owner / Applicant
Wake County Board of Education
County
Wake
Nearest Town
Cary
Waterbody Name
White Oak Creek
Basin/HUC
Cape Fear 03030002
Index Number
16-41-6-(0.7)
Class
WS -IV, NSW
IMPACT SUMMARY
Stream Impact (acres):
0.00092
Jurisdictional Wetland Impact (acres):
0.208
Open Water Impact (acres):
0
Total Impact to Waters of the U.S. (acres):
0.209
Total Stream Impact (linear feet):
2
Page 1 of 2

Attachments:
Pre -construction Notification (PCN) Application Form
Agent Authorization Form
USGS Topographic Map
NRCS Soil Survey Map
NCEEP Mitigation Acceptance Mitigation Receipt
404 Nationwide Permit Verification-AID#SAW-2008-03131
404 Water Quality Certification and Jordan Watershed Authorization Approval-DWR# 15-0172
Surface Water Determination Letter-NBRRO #14-023
Impact Exhibit #5: C8
Overall Proposed Conditions Plan -100 scale: C-3
Plan & Profile: C5.13
DWR ONLY:
$240 Application Fee
Town of Cary Site Plan Approval letter -March 11, 2015
Page 2 of 2

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
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit ❑Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: 12 or General Permit (GP) number: N/A
1c. Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1d. Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ® Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below.
❑ Yes
® No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2. Project Information
2a. Name of project:
Green Level High School. WCPSS H -7 -Sanitary Sewer Modification
2b. County:
Wake
2c. Nearest municipality / town:
Cary
2d. Subdivision name:
N/A
2e. NCDOT only, T.I.P. or state
project no:
N/A
3. Owner Information
3a. Name(s) on Recorded Deed:
Wake County Board of Education
3b. Deed Book and Page No.
D.B. 13327, Pg. 1146; 1154; 1159
3c. Responsible Party (for LLC if
applicable):
Mabry J. Desormeaux, Jr.
3d. Street address:
1551 Rock Quarry Road
3e. City, state, zip:
Raleigh, NC 27610
3f. Telephone no.:
919-508-9047
3g. Fax no.:
N/A
3h. Email address: j
N/A
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: Owner-please send correspondence to both owner
and agent.
4b. Name:
Mabry J. Desormeaux, Jr.
4c.
Business name
(if applicable):
Wake County Board of Education
4d. Street address:
5635 Dillard Dive, Crossroads Building 1
4e.
City, state, zip:
Cary, NC 27518
4f.
Telephone no.:
919-508-9047
4g.
Fax no.:
N/A
4h.
Email address:
N/A
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Deborah Edwards Shirley
5b.
Business name
(if applicable):
Soil & Environmental Consultants, PA
5c.
Street address:
8412 Falls of Neuse Road, Suite 104
5d.
City, state, zip:
Raleigh, NC 27615
5e. Telephone no.:
919-846-5900
5f.
Fax no.:
919-846-9467
5g.
Email address:
DShirlev&SandEC.com
Page 2 of 11

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
Parcel ID: 0733-06-1465
1 b. Site coordinates (in decimal degrees): IMPACT #5
Latitude: 35.7763 Longitude: -78.8991
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size:
± 87 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
White Oak Creek 16-41-6-(0.7)
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS -IV; NSW
2c. River basin:
Cape Fear, Hydrologic Unit Code 03030002
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application: The existing conditions on site consist of forested land with White Oak Creek and its floodplain wetlands as
the northern boundary, a stream & wetland system bisecting the center portion of the property with a drained pond at the
head of this system, along with another stream & wetland system along the eastern side of the property. Additionally,
there is an isolated stream along the western side of the property and an additional drained pond at the far eastern corner
of the property that drains to the large offsite pond to the northeast. There are some utility easements adjacent to Green
Level Church Road and Roberts Road. And finally, there is an existing conservation easement within the property
boundaries, the boundaries of this conservation easement (CE) were re -negotiated for this project. The CE is held by the
Town of Cary and the NC Clean Water Management Trust Fund #2004A-003. The general land use in the vicinity of the
project is rural residential, with an influx of new residential.
3b. List the total estimated acreage of all existing wetlands on the property:
Approximately 6.70 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
Approximately 3,585 linear feet
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct infrastructure (i.e. roads, parking, sporting fields & courts, building
structures, stormwater devices and offsite utilities) for a high school. Additionally, the proposed school will benefit the
community and neighboring developments because it will serve the rapid growth in this part of the county and alleviate
overcrowding in other area high schools. The purpose of the modification request is to modify the stream and buffer
impacts for the sanitary sewer connection going north from the site.
3e. Describe the overall project in detail, including the type of equipment to be used:
The overall project consists of the construction a high school and attendant features, including but not limited to; ball
fields, multipurpose field, track and stadium field, competition field, tennis courts, volleyball courts, and the infrastructure
(i.e. roads, parking, utilities and stormwater devices). Specifically, this project will require impacts to wetlands necessary
for parking, entrance drives, and offsite utilities. For the offsite sanitary sewer to the north, the sanitary sewer will be
constructed via Bore & Jack and will result in stream and riparian buffer impacts. Equipment such as bull dozers,
bucket loaders, excavators and other typical equipment used for land disturbance, construction and Bore & Jack will be
utilized for this project.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
® Yes ❑ No ❑ Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
of determination was made?
❑ Preliminary ® Final
Comments: AID# SAW -2008-03131
4c. If yes, who delineated the jurisdictional areas?
Agency/Consultant Company: Offsite: Withers &
Name (if known): S&EC-Steven Ball, Withers & Ravenel-
Ravenel (i.e. road improvement areas and property north
Troy Beasley
of White Oak Creek) Onsite: S&EC Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
NCDWR-site visit verifying riparian buffers confirmed by Sara Knies on February 7, 2014 (NBRRO#14-023); USA CE -site
visits to verify jurisdictional wetlands and waters were conducted on January 17, 2014 and October 8, 2014 with James
Lastinger.
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.
A 404 Nationwide Permit 12, 14 & 39 issued for the project on 03-05-15; A 401 Water Quality Certification issued
for project on 03-06-15
6. Future Project Plans
6a. Is this a phased project?
❑ Yes ® No
6b. If yes, explain.
Page 4 of 11

C. Proposed Impacts Inventory
1. Impacts Summary
la. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ® Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number — Permanent
Type of impact
Type of
Forested
(Corps - 404, 10
Area of impact
(P) or Temporary (T)
wetland
DWQ — non -404, other)
(acres)
if known
W1 (5-WL-PUE)
Utilities -Conversion-
Bottomland
®Yes
®Corps
® P [-IT
Permanent
Hardwood
❑ No
❑ DWQ
0.120
Maintenance Corridor
Forest
W2 (5-WL-TCE)
Utilities -Temporary
Bottomiand
®Yes
®Corps
❑ P ® T
Construction
Hardwood
❑ No
❑ DWQ
0.088
Easement
Forest
2g. Total wetland impacts
0.208
2h. Comments: The sanitary sewer will be constructed via Bore & Jack and potentially no wetlands will be impacted.
However, previous authorization included wetland impacts in this location, and mitigation has been paid. PUE-Public
Utility Easement; TCE-Temporary Construction Easement
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream
Perennial
Type of jurisdiction
Average
Impact
number -Permanent
name
(PER) or
(Corps - 404, 10
stream
length
(P) or Temporary (T)
intermittent
DWQ — non -404,
width
(linear
(INT)?
other)
(feet)
feet)
S 1 (#5) ®P El T
Utility -Sanitary
White Oak
® PER
® Corps
2�
2
Sewer
Creek
[:1 INT
El DWQ
3h. Total stream and tributary impacts
2
3i. Comments:
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 individ ally list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water impact
Name of waterbody
number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary T
01 ❑P❑T
02 ❑P❑T
4f. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose of pond
(acres)
number
Flo
ode
Filled
Excavated
Flooded
Filled
Excavated
Flooded
d
P1
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse ❑ Tar -Pamlico ® Other: Jordan
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason for impact
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
Stream
mitigation
(square feet)
(square feet)
Temporary T
name
required?
61 (#5) ® P ❑ T
Utilities -Bore Pit &
White Oak
❑ Yes
3,857
2,708
Temporary Construction
Creek
® No
6h. Total buffer impacts
3,857
2,708
6i. Comments:
Page 6 of 11

D. Impact Justification and Mitigation
1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. This project is a
proposed Wake County Public School site with a proposed offsite sanitary sewer line, an offsite domestic water line and
offsite reclaimed water line within the Town of Caryjurisdiction. The existing project site includes three (3) stream
systems, two of which have adjacent wetlands and two (2) drained ponds. The site is bounded by White Oak Creek to
the north, Green Level Church Road to the west, Roberts Road to the south, a future Town of Cary park site to the east
(north side) and a private residence to the east (south side).
The project proposes to construct only the required site athletic program elements and does not exceed the minimum
number of parking spaces for a public high school. Impacts to the wetlands were minimized to the fullest extent
practicable by fully scrutinizing a master plan for the high school and utilizing 3:1 slopes and minimum dimensions for
parking spaces, drive aisles and utility separations. A four-story high school building is proposed to minimize the
development footprint and assist in minimizing impacts to the site. The proposed high school will connect to the Town of
Cary's public water and sanitary sewer lines. A sanitary sewer gravity line will be extended north off the site and connect
to the existing Town of Cary White Oak Sanitary Sewer Outfall. This project will also extend the Town of Cary's water
main across the road frontage of the site. Water services for the school will connect this public water main extension. All
design and construction shall abide by the Town of Cary standards and specifications.
Impact Areas 1-4 have been previously reviewed and authorized, this application only includes the modification
to impact area #5.
Impact #5 are proposed impacts necessary for the offsite sanitary sewer; this section connects the school site to
the White Oak Creek Sanitary Sewer Outfall to the north. The proposed sewer line will result in temporary
wetland impacts, with exception to the permanent maintenance corridor which will result in a permanent
conversion of a forested wetland to a maintained herbaceous wetland. Additionally, the proposed sewer line will
result in one permanent stream impact as a result of inaccurate survey data which resulted in White Oak Creek
and its tributary to the north being lower in elevation than the original survey. Therefore, the sewer line will
result in 2 linear feet of permanent stream impact. Any temporary wetland impacts will be brought back to
original contours and be re -vegetated with native species.
The applicant is aware of the regional conditions associated with Nationwide Permits 12. With respect to utility line
activities (NWP 12 -Regional Conditions section 4. 0), the applicant is proposing the Bore & Jack method to minimize
impacts to wetlands, any temporary discharges into wetlands during construction activities will be kept to minimum period
of time and will be contained with appropriate erosion control methods, construction corridor proposed to be varying
widths, depending on sanitary sewer or water, however all less than 40' wide; utilities are not crossing the AIWW, the
utilities are not aerial communication lines or crossing navigable waters, the cleared wetlands within the construction
corridor will be re -vegetated with native species and the permanently maintained corridor has been minimized to 20' wide
and a compensatory mitigation plan has been provided (see section D.2 ); use of riprap will be avoided to the maximum
extent practicable.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. The
project proposes the installation of tree protection and temporary silt fence and other sediment control measures such as
stone inlet protection to protect the buffers, streams and wetlands. Regular site inspections will be performed by the
design team to ensure the contractor is in compliance with all permits.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
® Yes ❑ No
The proposed permanent and temporary wetland impacts
are greater than 0.10 acre and therefore as per the Corps
2a. Does the project require Compensatory Mitigation for
NWP will require compensatory mitigation. The proposed
impacts to Waters of the U.S. or Waters of the State?
Permanent/Conversion wetland impacts will result in a
conversion of wetland function (i.e. forested to herbaceous)
but not a permanent loss of wetlands. The applicant is
proposing a 1:1 mitigation ratio for these areas that will not
result in a permanent loss.
2b. If yes, mitigation is required by (check all that apply):
❑ DWQ ® Corps
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

2c. If yes, which mitigation option will be used for this
project?
❑ Mitigation bank
®Payment to in -lieu fee program
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter)
Type:
Quantity
3c. Comments:
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
® Yes
4b. Stream mitigation requested:
0 linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
0 square feet
4e. Riparian wetland mitigation requested:
1.18 acres
4f. Non -riparian wetland mitigation requested:
0 acres
4g. Coastal (tidal) wetland mitigation requested:
0 acres
4h. Comments: Compensatory mitigation paid, see attached receipt from NCDMS.
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments: *As per 15A NCAC 02B .295(d), "the authority shall deduct from this total the area of any wetlands
that are subject to and compliant with riparian wetland mitigation requirements under 15 NCAC 02H.0506 and
are located within the proposed riparian buffer impact area."
Page 8 of 11

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
la. 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. Comments:
The project has received Town of Cary Site Plan Approval, see attached letter
❑ Yes ® No
dated March 11, 2015.
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:
The project has received Town of Cary Site Plan Approval, see attached letter dated March 11, 2015.
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project?
Town of Cary
® Phase II
® NSW
3b. Which of the following locally -implemented stormwater management programs
❑ USMP
apply (check all that apply):
® Water Supply Watershed
❑ Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
® Yes ❑ No
attached?
4. DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a. Which of the following state -implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006-246
❑ Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ❑ No
attached?
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
la. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No*
environmental document pursuant to the requirements of the National or State
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
*As per the project engineer
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
❑ Yes ❑ No
letter.) Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ 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.
We have reviewed the "Draft Internal Policy, Cumulative impacts and the 401 Water Quality Certification and
Isolated Wetlands Programs" document prepared by the NC Division of Water Quality on April 10, 2004, version
2.1. The draft states that publically funded developments may or may not result in cumulative impacts. For
instance, the development of a regional, public park or new library is unlikely to result in cumulative impacts. The
Green Level High School (H -7) -Sanitary Sewer Modification project will be an institutional development.
Additionally, this project is located within Town of Cary's jurisdiction, therefore the adjacent properties that have
potential for development will have the following regulations to protect downstream waters: 1) the Water Supply,
Watershed Protection Program which limits development densities as well as requires protective riparian buffers, 2)
the Jordan Watershed Riparian Buffer Protection regulations, these regulations require limited development within
the riparian buffer area in addition to "diffuse flow" requirements at a minimum, and could require Best Management
Practices that control nitrogen if diffuse flow cannot be achieved, and finally 3) the Phase 11 NPDES Stormwater
Permit Program, this program includes permitting requirements for Municipal Separate Storm Sewer Systems
(MS4s) in addition to post -construction stormwater management requirements. We anticipate that the DWR will
advise us if any additional information is needed.
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. The Durham County Triangle Waste Water Treatment
Plant will be receiving the piped wastewater from the proposed project. This plant is a regional facility that accepts
wastewater from a few municipalities including Cary, Morrisville and parts of Durham.
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 species or
❑ Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? S&EC completed a review of documented occurrences of federally protected species and significant natural
heritage areas within a 2 -mile radius of the project boundary. This review was performed through the North Carolina
Natural Heritage Program (NHP) office located in Raleigh, North Carolina on January 13, 2014. These records were
reviewed utilizing the most recent version of available NHP GIS data (NHP 2014). The records review showed that no
federally protected species are located on the project site or within a 2 -mile radius of the site boundary. A significant
natural heritage area, the White Oak Creek Floodplain, is located within a 2 -mile radius of the site boundary. Proposed
off-site utilities will impact this floodplain.
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat? Project located in
Wake County. This project is not near any designated Essential Fish Habitat areas.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
See attached letter from SHPO indicated that they are not aware of any historic resources which would be affected by the
project.
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA -designated 100 -year floodplain?
® Yes ❑ No
8b. If yes, explain how project meets FEMA requirements: As per the project engineer. The utility crossing at White Oak
Creek and its floodplain will be constructed per the Town of Cary standards, there is no proposed fill or alteration of
grades within the floodplain as a result of the sanitary sewer outfall installation. Following installation, the disturbed areas
shall be reseeded and stabilized.
8c. What source(s) did you use to make the floodplain determination? Project engineer and the NC Floodplain Mapping
Program.
November
Deborah E. Shirleyr
29, 2016
Applicant/Agent's ignature
Applicant/Agent's Printed Name
(Agent's signature is valid only if an authorization letter fr m the applicant
Date
is provided.)
Pagel l of 11

Environmental Consultants,
8412 falls of Neusc Rend, Suite 104, Ralcig6, NC 27615 • Plienic: ()19) W-59011
aaudm-ana
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: Wake County Board of Education
Address: 5635 Dillard Drive, Crossroads Building 1
Cary, NC 27518
Phone: [phone]
Project Name/ Description: H-7 High School S&EC Project #
Date: January 20, 2 014
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
Attn.
Field Office:
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current pr2l&rly owner, hereby designate and authorize Soil & Environmental Consultants, PA to
act in my behalf as my agent in the processing of permit applications, to furnish upon request
supplemental information in support of applications, etc. from this day forward. The Z` day of
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE: This authorization, for liability and professional courtesy reasons, is valid only for
government officials to enter the property when accompanied by S&EC staff. You should call S&EC
to arrange a site meeting prior to visiting the site.
Print Property Owner's N e Pro Owner's Signa re
CC., Ms. Karen Higgins cc: Mr. Steven Ball
NCDENR — DWQ WeSCAPe Soil & Environmental Consultants, PA
Archdale Building
512 N. Salisbury Street, 91* Floor
Raleigh, NC 27604

I7
re
j
Project Area
J
Project Project N�c.
12220.Wl U5G5 Topographic Map
Prol Jr...
Project Mgr.: H7 Site
513
Wake, Co, NC
Scale:
Soil & Environmental Consultants, PA
I"= 1,000' 2013 Green Level
9412 Falls of Neuse Rwd, Suiie 104, Raleigh, NC 27615 •- Phone: [phone] •- Fax: (919) 94&9467
U5GS Quadrangle san&c.coni
12014-01-03

IAC E
North Carolina Department of Environment and Natural Resources
Pat McCrory Division of Mitigation Services Donald R. van der Vaart
Governor Secretary
RECEIPT
April 6, 2015
M. J. Desormeaux, Jr.
Wake County Board of Education
5625 Dillard Drive
Cary, NC 27518
Project: Green Level High School WCPSS H-7
County: Wake
DWQ#: 15-0172
COE#: 2008-03131
EEP #: 23797
Location: Cape Fear 03030002
The NCDENR Division of Mitigation Services (DMS) has received a check as indicated above as payment for the compensatory
mitigation requirements of the 401 Water Quality Certification/Section 404/CAMA Permit(s) issued for the above- referenced project.
This receipt serves as notification that your compensatory mitigation requirements assigned to DMS associated with the authorized
activity as specified below have been satisfied. You must also comply with all other conditions of this certification and any other
state, federal or local government permits or authorization associated with this activity including G.S. § 143-214.11.
The DMS, by acceptance of this payment, acknowledges that the Division is responsible for the compensatory mitigation requirements
indicated below associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
Mitigation responsibility assigned to the DMS is nontransferable. The mitigation will be performed in accordance with the In -Lieu
Fee Program instrument dated July 28, 2010.
River Basin
Stream Credits
Wetland Credits
Buffer I& II
HUC
(linear feet)
(acres)
(Sq. Ft.)
Cold
Cool
Warm
Riparia
on -Riparian
Coastal Marsh
Cape Fear
0
0
0
1.174
0
0
0
03030002
Refunds of payments made to NCEEP are only approved under certain conditions. All refund requests must be submitted in
accordance with the Division's refund policy at www.nceep.net. If you have any questions or need additional information, please
contact Kelly Williams at [phone].
Sincerely, j
r �
]c el lison
Director
cc: James Lastinger, USAGE- Raleigh; Todd Tugwell, USACE-Raleigh
Deborah Shirley, agent
1652 Mail Servlce Center, Raleigh, North Carolina 27699-1652
Phone: [phone] Internet: www.nceep.net
An Equal Opportunity 1 Affirmative Action Employer— Made in partfrom recycled paper

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW -2008-03131 County: Wake U.S.G.S. Quad: NC -GREEN LEVEL
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: Wake County Board of Education
Attn: Mabry Desormeaux J
Address: 5635 Dillard Dr.
Crossroads Building 1 09 2015
Cary, NC, 27518
Telephone Number: 919-508-9047
I n'2: FSi
Size (acres) 87 Nearest Town Cary
Nearest Waterway Bachelor Branch River Basin Haw. North Carolina.
USGS HUC 3030002 Coordinates Latitude: 35.7736020689213
Longitude: -78.8982789824837
Location description: The project site is approximately 87 acres located adjacent to Green Level Church Road, bordered to the
south by Roberts Rd and to the North by White Oak Creek, near the town of Cary, Wake County North Carolina. Property
is identified by Parcel ID 0733-06-1465 Aquatic resources on site drain to White Oak Creek in the Cape Fear River basin.
Description of projects area and activity: This permit verification allows for 0.488 acre of permanent/loss wetland impacts from
fill for the construction of parking lots and roadways 0.198 acre of permanent wetland conversion for the installation of
sewer/utility lines and 0.109 acre of temporary wetland impacts for construction access. All in association with the
construction of the Green Level High School- Mitigation is required for this proposal.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
❑ Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Regional General Permit Number or Nationwide Permit Number: NWP 39 Commercial and Institutional
Developments NWP 14 Linear Transportation Proiects, and NWP 12 Utility Line Activities.
SEE ATTACHED RGP or NWP GENERAL, REGIONAL AND SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
conditions and your submitted application and attached information dated 02/10/2015. Any violation of the attached
conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order, a Class
I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide authorization is modified,
suspended or revoked. If, prior to the expiration date identified below, the nationwide permit authorization is reissued and/or
modified, this verification will remain valid until the expiration date identified below, provided it complies with all requirements of
the modified nationwide permit. If the nationwide permit authorization expires or is suspended, revoked, or is modified, such that the
activity would no longer comply with the terms and conditions of the nationwide permit, activities which have commenced (i.e., are
under construction) or are under contract to commence in reliance upon the nationwide permit, will remain authorized provided the
activity is completed within twelve months of the date of the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA),
prior to beginning work you must contact the N.C. Division of Coastal Management in Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal,
State or local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory
program, please contact James Lastinger at 919-554-4884 x32 or James.C.I.astinger(a usace.army.mil.
Corps Regulatory Official;,' �- Date: 03/05/2015

SAW -2008-03131
SPECIAL CONDITIONS
In order to compensate for impacts associated with this permit, mitigation shall be provided in
accordance with the provisions outlined on the most recent version of the attached Compensatory
Mitigation Responsibility Transfer Form. The requirements of this form, including any special
conditions listed on this form, are hereby incorporated as special conditions of this permit
authorization.

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Compensatory Mitigation Responsibility Transfer Form
Permittee: Wake County Board of Education
Project Name: Green Level High School
Action ID: SAW -2008-03131
County: Wake
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved
Mitigation Bank or the North Carolina Ecosystem Enhancement Program (NCEEP), who will then sign the form to verify the
transfer of the mitigation responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to
ensure that to the U.S. Army Corps of Engineers (USACE) Project Manager identified on page two is in receipt of a signed
copy of this form before conducting authorized impacts, unless otherwise specified below. If more than one mitigation
Sponsor will be used to provide the mitigation associated with the permit, or if the impacts and/or the mitigation will occur
in more than one 8 -digit Hydrologic Unit Code (HUC), multiple forms will be attached to the permit, and the separate forms
for each Sponsor and/or HUC must be provided to the appropriate mitigation Sponsors.
Instructions to Sponsor: The Sponsor must verify that the mitigation requirements shown below are available at the
identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether or not they have received payment from the Permittee. Once the form is signed, the Sponsor must update the
appropriate ledger and provide a copy of the signed form to the Permittee and to the USACE Bank/In-Lieu Fee Program
Manager. The Sponsor must also comply with all reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Permitted Impacts Requiring Mitigation* 8 -digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts
(acres)
Warm
Cool
Cold
Riparian
Riparian
Non -Riparian
Coastal
Warm
Cool
Cold
Riverine
Non-riverine
Non -Riparian
Coastal
_
Riverine
Non-riverine
0.686
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
Compensatory Mitigation Requirements: 8 -digit HUC and Basin: 03030002, Cape Fear River Basin
Stream Mitigation (credits)
Wetland Mitigation
(credits)
Warm
Cool
Cold
Riparian
Riparian
Non -Riparian
Coastal
Riverine
Non-riverine
_
1.174
Mitigation Site Debited: NCEEP
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCEEP, list NCEEP. If the NCEEP
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation
transactions for the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for
providing the mitigation identified in this document (see the table above), associated with the USACE Permittee and Action
ID number shown. I also verify that released credits (and/or advance credits for NCEEP), as approved by the USACE, are
currently available at the mitigation site identified above. Further, I understand that if the Sponsor fails to provide the
required compensatory mitigation, the USACE Wilmington District Engineer may pursue measures against the Sponsor to
ensure compliance associated with the mitigation requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative
Date of
Page 1 of 2 Form Updated 18 September, 2012

USACE Wilmington District
Compensatory Mitigation Responsibility Transfer Form, Page 2
Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the USACE is in receipt of the signed form, the
Permittee is no longer responsible for providing the mitigation identified in this form, though the Permittee remains
responsible for any other mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only
after the USACE is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein. For authorized impacts conducted by
the North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon
permit issuance; however, a copy of this form signed by the Sponsor must be provided to the USACE within 30 days of
permit issuance. NCDOT remains fully responsible for the mitigation until the USACE has received this form, confirming
that the Sponsor has accepted responsibility for providing the mitigation requirements listed herein.
Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE
administrative records for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure
that the USACE Project Manager (address below) is provided with a signed copy of this form.
If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to
the USACE, the Sponsor must obtain case-by-case approval from the USACE Project Manager and/or North Carolina
Interagency Review Team (NCIRT). If approved, higher mitigation ratios may be applied, as per current District
guidance and a new version of this form must be completed and included in the USACE administrative records for both
the permit and the Bank/ILF Instrument.
Comments/Additional Conditions:
This form is not valid unless signed by the mitigation Sponsor and USACE Project Manager. For questions regarding this
form or any of the conditions of the permit authorization, contact the Project Manager at the address below.
USACE Project !Manager: James Lastinger
USACE Field Office: Raleigh Regulatory Field Office
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Email: [e-mail]
March 5, 2015
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and
mitigation bank location and availability, and credit classifications (including stream temperature and wetland groupings) is
available at http://ribits.usace.army.mil.
Page 2 of 2
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to do so, please complete the
Customer Satisfaction Survey located at our website at http:/Iregulatory.usacesurvey.com/ to complete the survey online.

SAW-2008-03131
Expiration Date of Verification: 03/18/2017
Determination of Jurisdiction:
A. ❑ Based on preliminary information, there appear to be waters of the US including wetlands within the above described project
area. This preliminary determination is not an appealable action under the Regulatory Program Administrative Appeal Process
( Reference 33 CFR Part 331).
B. ❑ There are Navigable Waters of the United States within the above described project area subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or our
published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
C. ® There are waters of the US and/or wetlands within the above described project area subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published regulations,
this determination may be relied upon for a period not to exceed five years from the date of this notification.
D. ❑ The jurisdictional areas within the above described project area have been identified under a previous action. Please reference
jurisdictional determination issued . Action ID: SAW -
Basis For Determination: Wetlands proposed for impacts exhibit the three criteria as described in the Corps
1987 wetland delineation manual and appropriate regional supplement.
Remarks: This iurisdictional determination is only for the waters/wetlands proposed for impacts associated with
this Nationwide Permit and does not include any other waters/wetlands that may be located on the property.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals information (This information applies only to approved jurisdictional determinations as indicated in B
and C above).
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address: .
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room l OM 15
Atlanta, Georgia 30303-8801
Phone: [phone]
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by May 4, 2015.
"It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence."
Corps Regulatory Official;,-- J yd 1�.�aA-
James Lastinger

SAW -2048-03131
Date of JD: 03/05/2015
Expiration Date of JD: 3/18/2017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete our customer Satisfaction Survey online at http://re ug latory.usacesurye co .
Copy fiunished:
Agent: Soil & Environmental Consultants, PA
Attn: Deborah Shirley
Address: 8412 Falls of Neuse Road, Suite 104
Raleish, NC, 27615
Telephone Number:

AS-44FA MAR 1 1 2015 El
NCDENR
North Carolina Department of Environment and Natural Resour esSS4 & EmIalmental D%urants Pk
Pat McCrory Donald R. van der Vaart
Governor Secretary
March 6, 2015
DWR # 15-0172
Wake County
Wake County Board of Education
Attn: Mabry J. Desormeaux
5635 Dillard Dr., Crossroads Building 1
Cary, NC 27518
Subject: APPROVAL OF 401 WATER QUALITY CERTIFICATION WITH ADDITIONAL CONDITIONS
AUTHORIZATION CERTIFICATE PER THE JORDAN LAKE WATER SUPPLY WATERSHED
RIPARIAN BUFFER PROTECTION RULES (ISA NCAC 028.0267) WITH ADDITIONAL
CONDITIONS
Green Level High School — WCPSS H-7
Dear Mr. Desormeaux:
You have our approval for the impacts listed below for the purpose described in your
application dated February 10, 2015 and received by the Division of Water Resources (Division)
on February 10, 2015. These impacts are covered by the attached Water Quality General
Certification Numbers 3884, 3886, and 3890 and the conditions listed below. These
certifications are associated with the use of Nationwide Permit Numbers 12, 14, and 39 once
they are issued to you by the U.S. Army Corps of Engineers. Please note that you should get
any other federal, state or local permits before proceeding with your project, including those
required by (but not limited to) Sediment and Erosion Control, Non -Discharge, and Water
Supply Watershed regulations. This 401 Water Quality Certification and Authorization
Certificate replace the 401 Water Quality Certification and Authorization Certificate dated
February 27, 2015. The only change is the addition of a temporary riparian buffer impact of
807 square feet in Zone 2 for a Utilities Bore Pit (Impact Map #4).
This approval requires you to follow the conditions listed in the enclosed certification and the
following additional conditions:
1. The following impacts are hereby approved provided that all of the other specific and
general conditions of the Certification and Buffer Rules are met. No other impacts are
Division of Water Resources, Raleigh Regional Office, Water Quality Operations Section http://portal.ncdenr.org/web/wq/aps
1628 Mail Service Center, Raleigh, NC 27699-1628 Phone: [phone]
Location: 3800 Barrett Drive, Raleigh, NC 27609 Fax: [phone]
An Equal Opportunity 1 Affirmative Action Employer — Made in part by recycled paper

Green Level High School H-7
DWR# 15-0065
401 AND BUFFER APPROVAL
Page 2 of 5
approved, including incidental impacts. [15A NCAC 026.0506(b)(c) and 15A NCAC 02B
.0267(11)]
Type of Impact
Amount Approved
Amount Approved
(units)
(units)
Permanent
Temporary
Wetland
0.149 (acre)
0 (acre)
Impact Map #1 -
Parking
Wetland
0.097 (acre)
0 (acre)
Impact Map #2 -
Parking
Wetland
0.222 (acre)
0 (acre)
Impact Map #3 -
Road
Wetland
0 (acre)
0.078 (acre)
Impact Map #4 —
Utilities Conversion
Wetland
0 (acre)
0.021 (acre)
Impact Map #4 —
Utilities Construction
Easement
Wetland
0.020 (acre)
0 (acre)
Impact Map #4 —
Road Widening
Wetland
0 (acre)
0.120 (acre)
Impact Map #5 —
Utilities Conversion
Wetland
0 (acre)
0.088 (acre)
Impact Map #5 —
Utilities Construction
Easement
Buffers —Zone 1
0 (square feet)
747 (square feet)
Impact Map #4 —
Utilities Bore Pit
Buffers — Zone 2
0 (square feet)
807 (square feet)
Impact Map #4 —
Utilities Bore Pit

Green level High School H-7
DWR# 15-0065
401 AND BUFFER APPROVAL
Page 3 of 5
Buffers — Zone 1
0 (square feet)
834 (square feet)
Impact Map #4 —
Utilities Construction
Easement
Buffers — Zone 2
0 (square feet)
0 (square feet)
Impact Map #4 —
Utilities Construction
Easement
Buffers—Zone 1
0 (square feet)
3,575 (square feet)
Impact Map #5 —
Utilities Bore Pit
Buffers —Zone 2
0 (square feet)
2,162 (square feet)
impact Map #5 —
Utilities Bore Pit
1. Stormwater Management Plan (SMP) Approval from Local Community Reauired
You are required to provide one copy (hard copy or digital) of the approved SMP, including
plan details on full-sized plan sheets, with proof of the Town of Cary's approval. The
approved SMP shall be submitted to the DWR 401 & Buffer Permitting Unit (1617 Mail
Service Center, Raleigh, NC 27699-1617) before any impacts authorized in this certification
occur. After it is approved and submitted to the Division, the SMP may not be modified
without prior written authorization from the Town of Cary. If the SMP is modified in the
future, then you shall provide one modified SMP with proof of approval to the DWR 401 &
Buffer Permitting Unit prior to the commencement of the modifications. 115A NCAC 02H
.0506(b)(5)]
2. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur In wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre -Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur. [15A NCAC 02H .0501
and .0502]
3. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within
these boundaries approved under this authorization shall be clearly marked with orange
warning fencing (or similar high visibility material) for the areas that have been approved to
infringe within the buffer, wetland or water prior to any land disturbing activities to ensure
compliance with 15 NCAC 02H .0500. [15A NCAC 02H.0506 (b)(2) and (c)(2) and 15A NCAC
02H.0507 (c)]

Green Level High School H-7
DWR# 15-0065
401 AND BUFFER APPROVAL
Page 4 of 5
4. This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of the Certification
and Buffer Authorization. If you change your project, you must notify the Division and
you may be required to submit a new application package with the appropriate fee. If
the property is sold, the new owner must be given a copy of this approval letter and
General Certification and is responsible for complying with all conditions. [15A NCAC
02B .0507(d)(2))
5. This approval and its conditions are final and binding unless contested. [G.S. 143-215.5]
This Certification and Buffer Authorization can be contested as provided in Articles 3 and 4 of
General Statute 1508 by filing a written petition for an administrative hearing to the Office of
Administrative Hearings (hereby known as OAH). A petition form may be obtained from the
OAH at http://www.ncoah.com/ or by calling the OAH Clerk's Office at [phone] for
information.
Within thirty (30) calendar days of receipt of this notice, a petition must be filed with the
OAH. A petition is considered filed when the original and one (1) copy along with any
applicable OAH filing fee is received in the OAH during normal office hours (Monday through
Friday between 8:00am and 5:00pm, excluding official state holidays).
The petition may be faxed to the OAH at [phone], provided the original and one copy of
the petition along with any applicable OAH filing fee is received by the OAH within five (5)
business days following the faxed transmission.
Mailing address for the OAH:
if sending by First Class Moil
vio the US Postal Service:
Office of Administrative Hearings
6714 Mail Service Center
Raleigh, NC 27699-6714
if sending via delivery service
(e.g. UPS, FedEx):
Office of Administrative Hearings
1711 New Hope Church Road
Raleigh, NC 27609-6285
One (1) copy of the petition must also be served to DENR:
Sam Hayes, General Counsel
Department of Environment and Natural Resources
1601 Mail Service Center
Raleigh, NC 27699-1601
Please send one (1) copy of the petition to DWR:

If sending by First Class Mail
via the US Postal Service:
Karen Higgins
NC DEN R-DWR — 401 & Buffer
Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Green Level High School H-7
DWR# 15-01065
461 AN0 BLIrFER AOORdVAL
p6ge 5 84 5
If sending via delivery service
(e.g. UPS, FedEx):
Karen Higgins
NC DENR-DWR — 401 & Buffer
Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
This letter completes the review of the Division under section 401 of the Clean Water Act and
the Jordan Lake Water Supply Watershed Riparian Buffer Protection Rules as described in 15A
NCAC 02B .0267. Please contact Cherri Smith at 919-791-4251 or [e-mail] if
you have any questions or concerns.
nc ely,
IS2
a12�
Danny Smith
Supervisor, Water Quality Regional Operations Section
Enclosures: GC 3884, GC 3886, and GC 3890
cc: U.S. Army Corps of Engineers; Raleigh Regulatory Field Office; 3331 Heritage Trade
Drive, St. 105; Wake Forest, NC 27597
Deborah Shirley; Soil & Environmental Consultants, PA; 8412 Falls of Neuse Rd., Ste.
104; Raleigh, NC 27615
DWR RRO 401 file

NC®ENR 17 20 4
North Carolina Department of Environment and Natural Resources i
Division of Water Resources e>.IaE;;vr;,,enUiONS,bnts PA
Pat McCrory
Governor
Steven Ball
S&EC
8412 Falls of Neuse Road, Suite 104
Raleigh, NC 27615
Water Quality Programs
Thomas A. Reeder
Director
February 11, 2014
John E. Skvarla, III
Secretary
Subject: Surface Water Determination Letter
NBRRO# 14-023
Wake County
Determination Type:
Buffer Call
Isolated or EIP Call
® Neuse (15A NCAC 2B .0233)
Stop@
❑ Tar -Pamlico (15A NCAC 2B .0259)
Ephemeral/Intermittent/Perennial Determination
❑ Jordan (15A NCAC 2B .0267)
Isolated Wetland Determination
Project Name: H7 Site, Cary
Location/Directions: Project is for construction of school;
Subject Stream: UT to White Oak Creek
Determination Date: February 7, 2014 Staff: Sara Knies
eature/Flag
f&T Not
Subject
Subject
Start@
Stop@
Soil
Survey
USGS
To o
B
I
X
B -Start Channel
Fla
B -Stop Flag
X
X
E
I
X
Downstream Side
of Pipe
Throughout
X
X
F
Pond
X
Confluence with E
Throughout
X
X
G
Pond X
X
X
H
Pond X
X
X
11
I
X
I1-StartFla
11 -Stop Flag
X
12
1
X
SB02
SB01
X
J1
I
X
J -Start Intermittent
Flag
J-I/P Flag
X
J2
P
X
J -UP Flag
Throughout
X
Z
-
Not X
Present
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ui�r — rprterrier[uilintermirrenilrerenniai
NoAhCarolina
Avitimilk
North Carolina Division of Water Resources 1628 Mail Service Center Raleigh, NC 27699-1628 Phone [phone]
Internet: www.ncwaterguality.ora Location: 3800 Barrett Drive Raleigh, NC 27609 Fax [phone]
An Equal Opportunity/Affirmative Action Employer — 50% Recycled/10% Post Consumer Paper

Wake County
February 11, 2014
Page 2 of 2
Explanation: The feature(s) listed above has or have been located on the Soil Survey of Wake County, North
Carolina or the most recent copy of the USGS Topographic map at a 1:24,000 scale. Each feature that is checked
"Not Subject" has been determined not to be a stream or is not present on the property. Features that are checked
"Subject" have been located on the property and possess characteristics that qualify it to be a stream. There may be
other streams located on your property that do not show up on the maps referenced above but, still may be
considered jurisdictional according to the US Army Corps of Engineers and/or to the Division of Water Resources
(DWR).
This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that
dispute a determination made by the DWR or Delegated Local Authority may request a determination by the
Director. An appeal request must be made within sixty (60) days of date of this letter or from the date the affected
party (including downstream and/or adjacent owners) is notified of this letter. A request for a determination by the
Director shall be referred to the Director in writing c/o Karen Higgins, DWR WeBSCaPe Unit, 1650 Mail Service
Center, Raleigh, NC 27699.
This determination is final and binding unless, as detailed above, you ask for a hearing or appeal within sixty (60)
days.
The owner/future owners should notify the Division of Water Resources (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Resources (Central Office) at (919)-807-6300, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-554-4884.
If you have questions regarding this determination, please feel free to contact Sara Knies at [phone]
Re fully,
Danny Smit., Supervisor
Water Quality Section
Raleigh Regional Office
cc: RRO/SWP File Copy

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. Wake Co. Printed S&
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Scale:
I"= 1 .000' 2013 Green Level
2014-01-03 U5G5 Quadrangle
Soil & Environmental Consultants, PA
8412 Falk o)'N-La. R -d. Svilc 104. Raleigh. NC 27615 - 1'4,w: [phone] - F": (919)14(;946)
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Withers & Ravenel reserves the right to update this map as the
result of additional field work and/or site meetings with U.S. Army
Corp of Engineers and NC-DWQ. Features Identified on this map
are approximated and should be used for preliminary planning
purposes only.
CN
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Mara
WITHERS LV RAVEIVEL
FIGURE 3: WETLAND
I ......... . ,1...... ,v.......SKETCH
MAP
111 W.K=tOd" C..y Nvth Cook., 27311
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Date: Job Number. Jurisdictional Stream (InlermittenQ
a
10.16.08 02080870 1 200 4w 60 7bwn of Cary Buffer
Z.11.14 "

March 11, 2015
PLANNING DEPARTMENT
Wake County Board of Education
5625 Dillard Drive
Cary, NC 27502
RE: Project Name: Green Level High School
Project Number: 13 -SP -065
HTE Number: 15-1057
1 am pleased to advise that on March 6, 2015, the Town of Cary approved the above referenced development
plan. This approval is specifically for the following:
• Development of a 320,987 -square -foot high school and associated ancillary uses
DURATION AND EFFECT OF APPROVAL
• No change(s) may be made to the above -referenced development plan unless approved by the Town of
Cary.
• In accordance with Section 3.9.2(K) of the Land Development Ordinance (LDO), this approval shall become
null and void if the applicant fails to make "substantial progress" on the site prior to March 6. 2017, or
extended date if approved by the Planning Director in accordance with all applicable requirements of the
LDO. (Refer to LDO Chapter 12 for definition of "substantial progress')
• In no case shall this plan or parts of this plan be valid if not completed as approved prior to March 6, 2020. If
a plan is deemed to no longer be valid, the owner or applicant will be required to resubmit for approval a plan
that meets current development ordinances unless otherwise noted in this Ordinance.
PLEASE NOTE THE FOLLOWING:
Before any work may begin on this project, all fees included in the attached Statement of Fees must be
paid prior to or concurrent with submitting the following to the Inspections and Permits Department
(located on the 1st Floor of the Cary Town Hall):
o Three complete, 24"x 36" sets of the signed, approved plans
o One complete, 11"x 17" set of the signed, approved plans
o Copy of the Statement of Fees and Receipt
o All fees indicated in the attached Statement of Fees should be remitted through the Inspections S
Permits Department, not the Finance Department. Please have the Statement of Fees and the
project HTE number(s) available when paying to ensure that the fees are receipted correctly. Failure
to do so may result in delays to processing times for related applications and permits. Failure to
submit the required fees as specified may also result in the Town initiating appropriate enforcement
action in accordance with Chapter 11 of the LDO. Such action may include, but is not limited to,
issuance of civil penalties and/or withholding issuance of building and occupancy permits.
• Notify the Town of Cary Engineering Department at [phone] when construction is about to
commence.
• At the conclusion of development and prior to the final site inspection, a final set of this plan set
shall be provided to the Planning Department for the inspection. This final set shall include all
TOWN Of CARY
316 North Academy Street • Cary, NC 27513 • PO Box 8005 • Cary, NC 27512-8005
tel [phone] • fax [phone] • www.townofcary.org

revisions, Minor Alterations, field chances, and other modifications to the original approval so that
the site inspector has the most accurate plans possible to perform their inspection.
• Requirements for Construction and/or Occupancy of a Building or Structure
A building permit issued by the Town of Cary Inspections and Permits Department is required prior to
commencing the erection, construction, reconstruction, restoration, alteration, enlargement, conversion,
remodeling, demolition, moving, or repair of a building or structure or part thereof, including interior and/or
exterior work. Situations in which no work (interior or exterior) will be performed on a building or structure, a
building permit is also required prior to a change in the use or occupancy of any existing building or part
thereof. All required development fees will be due prior to the issuance of a building permit. For any
questions about permits, inspections, and/or fees, please contact the Inspections & Permits Department at
[phone].
• No Certificate of Occupancy may be issued until all on-site and off-site improvements have been completed
unless otherwise approved by the Town of Cary.
• Signage is a separate approval process and has not been reviewed or approved as a part of this
development plan. A sign permit must be obtained prior to erecting any permanent or temporary sign(s) on
the property. For information about sign requirements and/or the sign permit approval process (including
application forms), please contact the Planning Department at [phone] or visit:
http://www.townofcary.org/Departments/Planning Department/Forms.htm
• Any person conducting business in the Town of Cary either by maintaining a business location within the
Town limits, personally or through agents, soliciting business within the Town or picking up and/or
delivering goods and services within the Town, is responsible for obtaining a Privilege License (Business
License) before operating the business. For more information, please contact the Finance Department at
[phone] or visit:
http://www.townofcary.org/Departments/Finance/Business Opportunities/Privilege Licenses.htm
If you have any questions regarding this approval or if I may be of any assistance, please contact me at (919)
462-3944, or kevin.hales(a)townofcary.org.
Sincerely,
Kevin A. Hales
Senior Planner
cc Engineering Field Technician Supervisor
Inspections & Permits Department
File
Zak Pierce
CLH Design
400 Regency Forest Drive
Cary, NC 27518
TOWN Of CARY
316 North Academy Street • Cary, NC 27513 s PO Box 8005 • Cary, NC 27512-8005
tel [phone] • fax [phone] • www.townofcary.org

Wake County Board of Education
5625 Dillard Drive
Cary, NC 27502
Project: Green Level High School
Project Number: 13 -SP -065
HTE Number: 15-1057
STATEMENT OF FEES
Remit to:
Town of Cary
Inspections & Permits
PO Box 8005
Cary, NC 27512-8005
DESCRIPTION
UNIT PRICE
QUANTITY
TOTAL
PRICE
Payment -in -lieu for Green Level Church Road median
Engineer's Estimate
$61,150.00
$61,150.00
Total Fees 1 $61,150.00
A copy of the Statement of Fees must accompany the construction package for it to be
accepted.
TOWN Of CARY
316 North Academy Street • Cary, NC 27513 • PO Box 8005 • Cary, NC 27512-8005
tel [phone] fax [phone] • www.townofcary.org

January 20, 2015
Wake County Board of Education
M.J. Desormeaux, Jr.
Assistant Superintendent for Facilities WCPSS
5625 Dillard Drive
Cary, NC 27518
Subject: Utility Extensions for H-7 Green Level High School
TOC Site Plan #: 13 -SP -065
Dear Sir/Madam:
WATER RESOURCES DEPARTMENT
In accordance with the applications submitted by CLH Design, Inc., we are forwarding herewith
a copy of
Water Permit No. WP15002
Sewer Permit No. WW15001 (WW = Western Wake)
Reclaimed Water Permit No. RW15001
Dated January 20, 2015 to CLH Design, Inc., for the construction of the subject water, reclaimed
water distribution system and wastewater collection system extensions. These permits shall be
effective from the date of issuance until rescinded or shall expire one (1) year from the date of
issuance if construction has not been initiated and shall be subject to the conditions and
limitations as specified therein.
If you should have any questions or require additional information pertaining to this letter, please
do not hesitate to give me a call at [phone].
Sincerely,
Jamie Bissonnette, PE
Review Engineer
TOWN Of CARY
316 North Academy Street • Cary, NC 27513 • PO Box 8005• Cary, NC 27512-8005
tel [phone] • fax [phone] • www.townofcary.org

TOWN OF CARY
WATER RESOURCES DEPARTMENT
APPLICATION
for WATER SYSTEM EXTENSION PERMIT
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing
your initials In the space provided next to each item. Failure to submit all required items will lead to additional
processing and review time for the permit application.
ALL PROJECTS
A. Application Form – Submit one electronic (PDF) copy of the completed and appropriately executed
application form as indicated In step D. The application form shall be signed as follows:
(1) in the case of a corporation, by a principal executive officer of at least the level of vice-president, or
his duly authorized representative;
(2) in the case of a partnership, by a general partner, and in the case of a limited partnership, by a
general partner, .
(3) in the case of a sole proprietorship, by the proprietor;
(4) in the case of a municipal, state, or other public entity by either a principal executive officer, ranking
elected official, or other duly authorized employee.
PROJECTS SUBMITTED VIA TOWN OF CARY SITE PLAN REVIEW
B. Detailed Plans – Utility Extension plans are submitted via the Town of Cary Site Plan Review process. No
additional copies are required. These plans shall conform to the most recent versions of the Town of Cary
Standard Specifications, Plans shall be signed, sealed, and dated by a North Carolina licensed Professional
Engineer.
C. Application Fee - The fee for projects permitted via the Toypr of Cary Site R%view process is included
In the site pian application fee. No additional fee is required. VVO.C.A. c -r
D. Application Submittal - Submit application and all supporting documents as indicated during the site plan
review process.
PROJECTS SUBMITTED VIA TOWN OF MORRISVILLE SITE PLAN REVIEW
WLB. Detailed Plans - Submit three sets of plans plus one electronic copy in PDF format, bearing completed site
plan approval block. (PDF files should be labeled by sheet name and number) Plans shall conform to the
most recent versions of the Town of Cary Standard Specifications. Plans shall be signed, sealed, and dated
by a North CwoNns ikensW Professional Engineer.
C. Application Fee - For projects submitted via the Town of Morrisville plan review process, submit a check in
4the amount of $200 made payable to: Town of Cary' with the application.
— D. Application Submittal - After obtaining Town of Morrisville construction plan approval, submit application,
fees, and all supporting documents to the following address:
Town of Cary Inspections and Permits Department,
316 N. Academy Street
P.O. Box 8005
Cary, NC 27512.1147
Phone: [phone] Fax: [phone]
For more Information, visit our web site at:
haw &www townofcary ora/Deportmenus!waterresources/wsrwerea dhements htm
or can 919.469-4030
Water Extension Permit (07/14) Page 1 of 3

I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): W14YL Cowl`? BoAgp OF izueMV6 1.
2. Print Owners or Signing Official's Name and Title (the person who is legally responsible for the
waterline extension facility and Its compliance during construction):
jA•,_ Ago Afiswc s tt 4-.W&#4AW0 !t5 roe. YWAWnts t 0,1441.
Pty�►a yt.t�selr S. fy�,,r►
3. Mailing Address: 6lo2S PILL*(b PWS . G2osSRa�nS t
City: (JW State: )4 L Zip: 2-7518
Telephone: 9"48-110756
4. Project Name (subdivision, waterline extension or establishment name should be consistent with
project name on plans/specs.) and TOC Site Plan Number
5. Application Date: 1—G• 2016- 6. Fee Submitted: s WLA
II. DESIGN INFORMATION:
Total Design Flow (average daily): !K 2570 gpd Q 15
List all proposed public water lines:
linear feet of _� f� inch
linear feet of �_ inch
linear feet of inch
linear feet of inch
1
gpd/capita P==
DESIGN ENGINEERING FIRM:
L.I.N bE.5I604 PIS 400 461AU X Fw st U • ,Cq* ISO
City: CAIH State: JEL- Zip: z'7518 Telephone No.: of G •'571Q. 4071 40
Water Extension Permit (07/14) Page 2 of 3

Professional Engineer's Certification:
I, G , attest that this application for
AP.ws,m MN&i, ik t, to has been reviewed by me and is accurate and complete to the best
of my knowledge. I attest that to the best of my knowledge the proposed design has been prepared in
accordance with the applicable regulations, and meets the requirements of Policy Statement 129.
Although certain portions of this submittal package may have been developed by other professionals,
inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design. I further attest that all offsite easements
required for the waterline installation and as shown on the plans I— squired and legal proof for
the acquisitioniravallable upon request. 0011 ..- �t
North Carolina Pinnal Engineer's Registration No. ?J q'S'Z7
Print Name of Engineer. '�t )A Mrct44 A, 1A7_1g6
Seal and Signature (specify date):
1 CA
, v
y � V
xe
dF
ANT'S CERTIFICATION• II""
I. attest that this application for G, elra a:wt l.�uE�
H11 6,14 1 has been reviewed by me and is accurate and complete to
the best of my knowledge. I understand that if all required parts of this application are not completed and
that if all required supporting information and attachments are not included, this application package will
be returned as incomplete. Furthermore, I certify that upon complete
approval, the p j II be ded the Town of Cary.w �'•
Signature Date � � ���
:--- and an b" of the
VIIaIN County Sawd of Education,
pursuant to duty delegeted autl7 rly.
APPROVAL:
The permit cited in the foregoing application is hereby approved insofar as the protection of public health
is concerned as provided in the regulations, standards and criteria adopted under the authority of Chapter
36, Article II Water and Sewer Extensions, Section 36-37 of the Code of Ordinances for the Town of Cary,
with the following provisions:
The official copies of plans accompanying this application have been sealed and stamped with the serial
number of this application WP 15002 . Only such plans are included In this permit
approval and any erasures, additions or alterations of the proposed improvements will make such
approval null and void. This permit shall be effective from the date of issuance until rescinded or shall
expire one (1) year from the date of issuance if construction of the permitted improvements has not been
Initiated.
DATE 1/20/15 APPROVED BY a�
Water Extension Permit (07/14) Page 3 of 3

TOWN OF CARY
WATER RESOURCES DEPARTMENT
i
APPLICATION
I for RECLAIMED WATER SYSTEM EXTENSION PERMIT
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing
your initials in the space provided next to each item. Failure to submit all required items will lead to additional
processing and review time for the permit application.
ALL PROJECTS
U&:� - A. Application Form — Submit one electronic (PDF) copy of the completed and appropriately executed
application form as indicated in step D. The application form shall be signed as follows:
(1) in the case of a corporation, by a principal executive officer of at least the level of vice-president, or
his duly authorized representative;
(2) in the case of a partnership, by a general partner, and in the case of a limited partnership, by a
general partner;
(3) In the case of a sole proprietorship, by the proprietor;
(4) in the case of a municipal, state, or other public entity by either a principal executive officer, ranking
elected official, or other duly authorized employee.
PROJECTS SUBMITTED VIA TOWN OF CARY SITE PLAN REVIEW
V,AL_,B. Detailed Plans — Utility Extension plans are submitted via the Town of Cary Site Plan Review process. No
additional copies are required. These plans shall conform to the most recent versions of the Town of Cary
Standard Specifications, Town of Cary Reclaimed Water Master Plan, and 15A NCAC 2U. Plans shall be
signed, sealed, and dated by a North Carolina licensed Professional Engineer.
C. Application Fee - The fee for projects pemtitted via the T of Gary Site Plan R ew process is included
in the site plan application fee. No additional fee is required �GPyS "W
D. Application Submittal - Submit application and all supporting documents as indicated during the site plan
review process.
PROJECTS SUBMITTED VIA TOWN OF MORRISVILLE SITE PLAN REVIEW
Ift B. Detailed Plans - Submit three sets of plans plus one electronic copy in PDF format, Daring completed site
plan approval block. (PDF files should be labeled by sheet name and number) Plans shall conform to the
most recent versions of the Town of Cary Standard Specifications, Town of Cary Reclaimed Water Master
Plan, and 15A NCAC 2U. Plans shall be signed, sealed, and dated by a North Carolina licensed
Professional Engineer.
C. Application Fee - For projects submitted via the Town of Morrisville plan review process, submit a check in
the amount of $200 made payable to: Town of Cary" with the application.
D. Application Submittal - After obtaining Town of Morrisville construction plan approval, submit application,
fees, and all supporting documents to the following address:
Town of Cary Inspections and Permits Department,
316 N. Academy Street, P.O. Box 8005
Cary, NC 27512-1147
Phone: [phone] Fax. [phone]
For more Information, vlslt our web site at:
http:I/www.townofcory.oro/Denortments%woterresources/wsrwereoulremenis htm
or call 919-469-4030
RCW Extension Permit (10/14) Page 1 of 5

Permit Number: RW15001
GENERAL INFORMATION:
(to be completed by TOC)
1. Applicant's name (name of the corporation, individual, etc.): WM AL (ovr a:j
57A" OF }AUWADCAi
2. Owner's or signing officiars name and title: _} •� . br-Sd w` A-Jl& .1¢- - rJwT
4VPfaQ.InLTV#J'b&4T PCR. fftAt li -a SIMS. enj&qN f>ub t, 44AWL. . ssVgV,,*%
3. Name and complete address of applicant: %M emirs. .p Zz. L¢oss(tobS4
City: f,�`( State: 14 L Zip: - 2"M $
Telephone number: -101 Facsimile number.
4. Project name (name of the subdivision, facility or establishment, etc.):
5. Project Project Site Plan Number. 13 -f P -^(pr
8. Fee submitted: $ 1.1�i0r [1.1 7 S r-VAUtoT) (See Instruction D.)
7. Name and complete address of engineering firm: U4kj`ff.%jA ►_ PA - kam 141ML.
goo rAftw.w ifzttst 0e, �7 l�Lza
City: -� state: _ Nizip:?'lg
Telephone number. (11) /�l(07 6 Facsimile number. (11-4) q 7S1 �2
8. Name and affiliation of contact person who can answer questions about application: Xgg_LdRAM5�
PERMIT INFORMATION:
1. Project Is: �K new; modification
2. If this application is being sub Itted as a result of a modification to an exist! permit, provide:
existing permit number and the issuance date
3. Is reclaimed water available immediately upon completion, or will the lines installed as part of this project
be temporarily supplied with potable water?
_ reclaimed water temporary potable water
IV. DESIGN INFORMATION:
I. Brief project description: -Mn:. P¢osUr Wtu- t,ArVayo '4' yawn, SSMMN&'*ft a,Y wulrwe
2. Name of reclaimed water generating facility (or future facility) (check one):
a. North Cary WRF (Reclaimed Water Permit No. W00017923)
b. South Cary WRF (Reclaimed Water Permit No. W00018489)
c. Durham County Triangle WWTP (Reclaimed Water Permit No. WQ0032821)
RCW Extension Permit (10/14) Page 2 of 5

3. Summary of RECLAIMED WATER LINES to be permitted:
Diameter Length pipe Material
(inches) (linear feet)
4. Summary of RECLAIMED WATER BLOWOFFS to be permitted:
Blowoff Type Number
Type 1
Type 2
Type 3
6. Do the subject reclaimed water lines comply with the most recent versions of the Town of Cary Standard
Specifications, Town of Cary Reclaimed Water Master Plan, and 15A NCAC 2U? (Note specifically the
reclaimed water pipe identification requirements, separation distances, and cross connection control
requirements of the Town of Cary Standard Specifications.)
Yes No. If no, please identify criteria and explain:
V. OTHER PERMITS/CERTIFICATIONS:
I. Have the following permits/certifications been received or submitted for approval? If yes, indicate date
received or submitted. If no, please explain.
a. Wetland/Stream Crossings — General Permit or 401 Certification? _1N g fi► i*Aw
b. Sedimentation and Erosion Control Plan? _11.1 9fasme
c. Stormwater? IM M11 .(
RCW Extension Permit (10/14) Page 3 of 6

VI. CERTIFICATIONS
Professional Engineer's Certification:
I, 4&kWWA LMagk , attest that this application for Lwv,
X1.1644 Sites has been reviewed by me and
is accurate, complete and consistent with the information in the engineering plans, calculations, and all
other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the proposed design has been prepared in accordance with the applicable regulations, and
the most recent versions of the Town of Cary Standard Specifications, Town of Cary Reclaimed Water Master
Plan, and 15A NCAC 2U. Although certain portions of this submittal package may have been developed by
other professionals, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design. I further attest that all
offsite easements required for the reclaimed water line extension installation as shown on the plans kava Wttt LC `N1s-
bAsmacquired and legal proof for the acquisitioruls�yailable upon request. t /R lis
W11 1"
North Carolina Professional Engineer's seal$ signature, t i,da
A Y7%% f
.ice
u+i,i
1'
Applicant's Certification:
I. . .� i. u+P. , g{ e t , .,� attest that this application for 6 EM4 L -P -y VA,
Imbn 4 AIIML..- has been reviewed by me and
is accurate and complete to the best of my knowledge. i understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not
Included, this application package will be returned to me as incomplete. Furthermore, I certify that upon
complete Installation of the reclaimed water line extensions permitted through this application form and
TOC approval, thee' jest reclaimed water line a ons shall be dedicated the T ars ��
Signature: paW S r4KM MN„
an behalf of 10
Wake County Board of Edu=fth
pursuant to duly deiegaled &intro*.
APPROVAL: The permit cited in the foregoing application is hereby approved insofar as the protection of
public health is concerned as provided in the regulations, standards and criteria adopted under the
authority of Chapter 36, Article II Water and Sewer Extensions, Section 36-37 of the Code of Ordinances
for the Town of Cary, with the following provisions:
The official copies of plans accompanying this application have been sealed and stamped with the serial
number of this application RW15001 . Only such plans are included in this permit
approval and any erasures, additions or alterations of the proposed sewer extensions will make such
approval null and void. This permit shall be effective from the date of issuance until rescinded or shall
expire one (1) year from the date of issuance if construction of the permitted improvements has not been
initiated.
DATE 1/20/15 APPROVED BY Cr�21xt� �i2ddhrLQ
RCW Extension Permit (10/14) Page 4 of 5

TOWN OF CARY
WATER RESOURCES DEPARTMENT
APPLICATION
for GRAVITY SEWERS, PUMP STATIONS, AND FORCE MAINS
INSTRUCTIONS: Indicate that you have included the following list of required application package items by signing
your initials in the space provided next to each item. Failure to submit all required items will lead to additional
processing and review time for the permit application.
ALL PROJECTS
A. Application Form — Submit one electronic (PDF) copy of the completed and appropriately executed
application form as indicated in step E.. The application form shall be signed as follows:
(1) in the case of a corporation, by a principal executive officer of at least the level of vice-president, or
his duly authorized representative;
(2) in the case of a partnership, by a general partner, and in the case of a limited partnership, by a
general partner;
(3) in the case of a sole proprietorship, by the proprietor;
(4) In the case of a municipal, state, or other public entity by either a principal executive officer, ranking
elected official, or other duly authorized employee.
PROJECTS SUBMITTED VIA TOWN OF CARY SITE PLAN REVIEW
B. Detailed Plans — Utility Extension plans are submitted via the Town of Cary Site Plan Review process. No
additional copies are required. These plans shall conform to the most recent versions of the. Town of Cary
Standard Specifications, North Carolina Department of Environment and Natural Resources (NCDENR)
Gravity Sewer Minimum Design Criteria, and NCDENR Minimum Design Criteria for the Fast Track
Permitting of Pump Stations and Force Mains. Plans shall be signed, sealed, and dated by a North Carolina
licensed Professional Engineer.
YC. Engineering Calculations - Submit one set of Engineering Calculations. Engineering Calculations shall
Include at a minimum: flow quantity calculations, flow velocity calculations, pipe capacity calculations, total
dynamic head calculations and system curves, pumping cycle calculations, and structure buoyancy
calculations. Engineering Calculations shall be signed, sealed, and dated by a North Carolina licensed
Professional Engineer.
D. Applications Fee - The fee for projects permitted via the Town of Cary Site Plan Review process is included
in the site plan application fee. No additional fee is required. 6a CPSS "Rewy )
lb: --E. Appliandon Submittal Submit application and all supporting documents as indicated during the site plan
review process.
PROJECTS SUBMITTED VIA TOWN OF MORRISVILLE SITE PLAN REVIEW
B. Detailed Plans - Submit three sets of plans plus one electronic copy in PDF format, bearing completed site
plan approval block. (PDF files should be labeled by sheet name and number) Plans shall conform to the
most rent versions of the Town of Cary Standard Specifications, North Carolina Department of
Environment and Natural Resources (NCDENR) Gravity Sewer Minimum Design Criteria, and NCDENR
Minimum Design Criteria for the Fast Track Permitting of Pump Stations and Force Mains. Plans shall be
signed, sealed, and dated by a North Carolina licensed Professional Engineer.
C. Engineering Calculations - Submit one set of Engineering Calculations. Engineering Calculations shall
include at a minimum: flow quantity calculations, flow velocity calculations, pipe capacity calculations, total
dynamic head calculations and system curves, pumping cycle calculations, and structure buoyancy
calculations. Engineering Calculations shall be signed, sealed, and dated by a North Carolina licensed
Professional Engineer.
D. Application Fee - For projects submitted via the Town of Morrisville plan review process, submit a check In
the amount of $200 made payable to: Town of Cary" with the application.
j E. Application Submittal - Atter obtaining Town of Morrisville construction plan approval, submit application,
fees, and all supporting documents to the following address:
Town of Cary Inspections and Permits Department,
318 N. Academy Street, P.O. Box 8005
Cary, NC 27512-1147
Phone: [phone] Fax: [phone]
For more information, visit our web site at:
htwWwww tgwAQftaM ortt/Denartments/wuterresour- wsrwerenuinements htm
GravSewerPSFM (07/14) Page 1 of 5

Permit Number. WW15001
(to be completed by TOC)
GENERAL INFORMATION: ` r
1. Applicant's name (name of the corporation, Individual, etc.): Nt� A&F- eo r4M
'ly71k1� or touc mli
2. Owner's or signing official's name and tide:.J.1�.t'sQR.1N iitrll�K. Jtz - /� ISStSTNiLt
�2s2QE� t�Tt�J�ti�eJKt 1VfL VA'C•tLIT111s %P MM %eta`s Q GUSNL Q40-961%ea,
3. Name and complete address of applicant: t*ZJ55 bwx M ASR.. t:Q."sQak&s
City: GAS State: to L Zip: 275'18
Telephone number: ( 11 Q ) 508- g 6**6 Facsimile number.
4. Project name (name of1the subdivisi'o'n, facility or establishment. etc.):
C—I t i•.r.! L 'W' %m* 4-eAoo --
5. Project Site Plan Number: rO2 •
B. Fee submitted: $ bi /,b l u90% YIK% t'J (See Instruction D.)
7. Name and complete address of engineering firm: iq.A* DASA 6Al � Ph
1-166 ftdet%rx Rr�it.Mst SSM
city: cm� state: N C. Zip: 2.7St S
Telephone number. (914 ) 31 A . (071 V Facsimile number. (Ca )',W • 7516
8. Name and affiliation of contact person who can answer questions about application:
Y*8 L,oaa , P.E.
II. PERMIT INFORMATION:
1. Project is: x new; modification
2. If this application is being 7"Itted as a result of a modification to an "O"T
O" permit, provide:
existing permit number and the issuance date
III. INFORMATION ON WASTEWATER:
1. Please provide a one- or two -word description specifying the origin of the wastewater (school, subdivision,
hospital, commercial facility, industry, apartments, condominiums, etd.): Se-Aao L.
2. Volume of wastewater generated by this project: 4150%5-6 gallons per day
3. Wastewater flow was determined from: (show calculation)
a. 15A NCAC 2T.0144: (*0r x IS (ark = 3Sr2So
b. TOC approved flowrates per Std. Spec. 07010.A.2.b) : X A
4. Nature of wastewater. ,Q % Domestic/Commercial; ' % Industrial;
% Other waste - specify:
GravSewerPSFM (07/14) Page 2 of 5

5. If wastewater is industrial in nature:
a. Level of pretreatment that has beenprovidedto ensure protection of the receiving collection system
and wastewater treatment facility: _1+f1A
b. If a pretreatment permit is required, has one been issued? Yes; No. If yes,
please attach a copy of the pretreatment permit. if no, provide date application was submitted:
IV. DESIGN INFORMATION:
1. Brief project description: ROFIRI-0o 6,RAinq�fwse- wjwt • 0, t? )W 'rtFE
?1OO ,atll-U 41bb,E
2. Name of wastewater treatment facility receiving wastewater (check one):
a. North Cary WWTP (NPDES Permit No. NCO048879)
b. South Cary WWTP (NPDES Permit No. NCO065102)
Q. ✓ Durham County Triangle WWfP (NPDES Permit No. NC0028051) (Western Wake)
3. Summary of GRAVITY SEWER to be permitted:
Diameter
(Inches)
Length
(I lnear feet)
1Z
L S 8.
a
1
>I,% 14-0 LF-
} 21 7 2"`i.to8 OF
S. Does the subject gravity sewer collection system comply with the most recent versions of the Town of
Cary Standard Specifications, NCDENR Gravity Sewer Minimum Design Criteria, and 15A NCAC 2T
.0300? —X— Yes; No. If no, please identify criteria and explain:
7.
GravSewerPSFM (07/14) Page 3 of 5

8. Summary of FORCE MAIN to be permitted:
I \\DiameterI Length / I
(inches) (IIneaEAWU
9. List any equipment being utilized that is not specifically mentioned elsewhere in the application or is not
required in the Town of Cary Standard Specifications or NCDENR Minimum Design Criteria for the Feet
Track Permitting of Pump Stations and Force Mains (e.g., telemetry, hoist, odor control equipment,
mechanical bar screens, etc.):
10. Do the subject pump stations and force mains comply with the most recent versions of the Town of Cary
Standard Specifications, NCDENR Minimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains, and. 15A NCAC 2T .0300? Yes; No. If no, please identify
criteria and explain:
V. OTHER PERMITS/CERTIFICATIONS:
1. Have the following permits/certifications been received or submitted for approval? If yes, indicate date
received or submitted. If no, please explain.
a. Wetland/Stream Crossings — General Permit or 401 Certification? I A P.IE.�IE�I
b. Sedimentation and Erosion Control Plan? 1+•l tZA.ultiFJw
c. Stormweter? Im-I mm: -2
GravSewerPSFM (07/14) Page 4 of 5

VI. CERTIFICATIONS
Professional Engineer's Certification:
I. V-ML&1ryA k_LORANG.Pr- attest that this application for
C -11z 1►,i tyyy%. k&IA S[kboL- has been reviewed by me and
is accurate, complete and consistent with the information in the engineering plans, calculations, and all
other supporting documentation to the best of my knowledge. I further attest that to the best of my
knowledge the proposed design has been prepared in accordance with the applicable regulations, and
the most recent versions of the Town of Cary Standard Specifications, NCDENR Gravity Sewer Minimum
Design Criteria, NCDENR Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains, and the watershed classification in accordance with NCDENR guidance. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of these
materials under my signature and seal signifies that I have reviewed this material and have judged it to be
consistent with the proposed design. I further attest that all offsite easements required for the sewer
extension installation as shown on the plans have -been acquired and legal proof for the acquisition -4& tall %..e
available upon request.W ill b,z I,�4�,t�llll/
,,, ,,ti
North Carolina Professional En ineoes seal signature t���Ol too,
jnd��� �''•
�i
�IINI,i►N��s
Applicant's Certification:
I, � -J. ibp�A• y , , attest that this application for
C-,PEtPA l.Wv&. FhelF S(,HodL-• _ has been reviewed by me and
is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete. Furthermore, I certify that upon
complete installation of the sewer extensions permitted through this application form aTLgy�i,�
the subject sewer a sions shall be dedicated to Town of Cary. rI,. SuPtendsnt for FsdNgsst,
Signature: D eJ6 WCPSS, for and on bettaq of tins
Gwity-Board of Educ,oWn,
pumuant 10 duty deb9aW may,
APPROVAL: The permit cited in the foregoing application is hereby approved insofar as the protection of
public health is concerned as provided in the regulations, standards and criteria adopted under the
authority of Chapter 36, Article II Water and Sewer Extensions, Section 36-37 of the Code of Ordinances
for the Town of Cary, with the following provisions:
The official copies of plans accompanying this application have been sealed and stamped with the serial
number of this application WW 15001 . Only such plans are included in this permit
approval and any erasures, additions or alterations of the proposed sewer extensions will make such
approval null and void. This permit shall be effective from the date of issuance until rescinded or shall
expire one (1) year from the date of issuance if construction of the permitted improvements has not been
initiated.
DATE 1/20/15
APPROVED BY
GravSewerPSFM (07114) Page 5 of 5

MI
K
IMPACT TABLE
TOTAL WEILAND
IMPACT AREA (ICE) _
1,901 SF. (0.044 AC)
TOTAL WETLAND
IMPACT AREA (PUE) _
4626 SF. (0,083 AC)
TOTAL ZONE 2
IMPACT AREA =
605 SF. (a014 AC)
TOTAL ZONE 1
IMPACT AREA =
606 SF. (x019 AC)
TOTAL ZONE 1
IMPACT AREA =
1055 S.F. (0.02 AC)
TOTAL WETLAND
IMPACT AREA (ICE) _
1,299 SF. (0.030 AC)
TOTAL WEILAND
IMPACT AREA (PUE) _
709 SF. (0,016 AC)
TOTAL ZONE 2
IMPACT AREA =
1209 SF. (0.03 AC)
TOTAL ZONE 1
IMPACT AREA =
572 SF. (0.013 AC)
TOTAL WEILAND
IMPACT AREA (ICE)
343 IF. (0=819)
TOTAL WETLAND
IMPACT AREA (PUE)
889 SF. (0,020 AC)
TOTAL ZONE 1
IMPACT AREA =
1,424 SF. (0,033 AC)
TOTAL WETLAND
IMPACT AREA (ICE) -
296 SF. (0,007 AC)
TOTAL ZONE 2
IMPACT AREA =
894 SF. (0,021 AC)
IMPACT LEGEND
nw
SQUARE F1
ACES uwEm
CN OPN
AWACT AREA 05
.0 21
AW7 SF.
&000 AC -
.B 22 $700 SF.
aOW AC -
NL -PIA' &277 S.F.
a120 AC -
NL -ICE 4037 SF
I a000 AC -
SIREAW 470 SF
I a00072 AC -LF
TOTAL ZONE 1
IMPACT AREA =
1055 S.F. (0.02 AC)
TOTAL WETLAND
IMPACT AREA (ICE) _
1,299 SF. (0.030 AC)
TOTAL WEILAND
IMPACT AREA (PUE) _
709 SF. (0,016 AC)
TOTAL ZONE 2
IMPACT AREA =
1209 SF. (0.03 AC)
TOTAL ZONE 1
IMPACT AREA =
572 SF. (0.013 AC)
TOTAL WEILAND
IMPACT AREA (ICE)
343 IF. (0=819)
TOTAL WETLAND
IMPACT AREA (PUE)
889 SF. (0,020 AC)
TOTAL ZONE 1
IMPACT AREA =
1,424 SF. (0,033 AC)
TOTAL WETLAND
IMPACT AREA (ICE) -
296 SF. (0,007 AC)
TOTAL ZONE 2
IMPACT AREA =
894 SF. (0,021 AC)
IMPACT LEGEND
GRAPHIC SCALE
25 Ifo 100
( INS)
1 inch = 50 rt~
SS
Z',OTJZN 2.7 7-
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25 Ifo 100
( INS)
1 inch = 50 rt~
SS
200
GREEN LEVEL HIGH SCHOOL - H7 CLH DESIGN PA
TOWN OF MY
DATE 11.2316
PROJECT NO. 12153 400 Regency Forest Drive
a.:s_ ton
- 8 IMPACT MAP # 5 C�� North Carolina 27518
C Phone: [phone]
Fax: [phone]
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200
GREEN LEVEL HIGH SCHOOL - H7 CLH DESIGN PA
TOWN OF MY
DATE 11.2316
PROJECT NO. 12153 400 Regency Forest Drive
a.:s_ ton
- 8 IMPACT MAP # 5 C�� North Carolina 27518
C Phone: [phone]
Fax: [phone]

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