20210680 Ver 1_ePCN Application_20210503

DWR
Division of Water Resources
Initial Review
Pre -Construction Notification (PCN) Form
April 4, 2021 Ver 4
Has this project met the requirements for acceptance in to the review process?*
6 Yes
✓ No
Is this project a public transportation project?*
CYes r No
Change only 1 needed.
BIMS # Assigned*
20210680
Is a payment required for this project?*
✓ No payment required
✓ Fee received
6 Fee needed - send electronic notification
Reviewing Office *
Raleigh Regional Office - [phone]
Information for Initial Review
la. Name of project:
Woods Creek Elementary School
la. Who is the Primary Contact?*
Walter Cole of S&ME
lb. Primary Contact Email:*
[e-mail]
Date Submitted
5/3/2021
Nearest Body of Water
White Oak Creek
Basin
Cape Fear
Water Classification
C
Site Coordinates
Latitude:
35.683094
A. Processing Information
Version#*
What amout is owed?*
r $240.00
6 $570.00
Select Project Reviewer*
Stephanie Goss:eads\szgoss
lc. Primary Contact Phone:*
[phone]
Longitude:
-78.889254
County (or Counties) where the project is located:
Wake
Is this a NCDMS Project
✓ Yes G No
Is this project a public transportation project?*
✓ Yes G No
Pre -Filing Meeting Information
Is this a courtesy copy notification?*
✓ Yes f• No

ID#
20210680
Version
1
Pre -fling Meeting or Request Date
4/1/2021
Attach documentation of Pre -Filing Meeting Request here:
Click the upload button or drag and drop files here to attach document
DWR Pre -Filing Meeting Request Form.pdf
Pre -Filing Email Clearance.pdf
Rle type Host be FCF
la. Type(s) of approval sought from the Corps:
I7 Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
✓ Yes
6 No
1b. What type(s) of permit(s) do you wish to seek authorization?
I7 Nationwide Permit (NWP)
I— Regional General Permit (RGP)
I— Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
✓ Yes f No
Nationwide Permit (NWP) Number: 39 - Commercial/Institutional Developments
NWP Numbers (for multiple NWPS):
ld. Type(s) of approval sought from the DWR:
17 401 Water Quality Certification - Regular
I— Non-404 Jurisdictional General Permit
I— Individual 401 Water Quality Certification
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
lf. Is this an after -the -fact permit application?*
✓ Yes f• No
51.79KB
197.31KB
I— 401 Water Quality Certification - Express
I— Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes r No
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
✓ Yes rNo
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
✓ Yes 6No
1j. Is the project located in a designated trout watershed?
✓ Yes f• No
B. Applicant Information
Id. Who is applying for the permit?
17 Owner I— Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
6 Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Wake County Board of Education
✓ Yes t: No
✓ Yes r No
2b. Deed book and page no.:

Book: 017409, Page: 01719
2c. Contact Person:
Ronnie Stott, Project Manager
2d.Address
Street Address
111 Corning Road, Suite 190
Address Line 2
City State / Province / Region
Cary NC
Postal / pp Code Country
27518 US
2e. Telephone Number: 2f. Fax Number:
[phone]
2g. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Walter Cole
4b. Business Name:
S&ME, Inc.
4c.Address
Street Address
3201 Spring Forest Road
Address Line 2
(Sty State / Bovine / legion
Raleigh NC
Postal / Zip Code Country
27616 US
4d. Telephone Number: 4e. Fax Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Authorization.pdt 55.26KB
C. Project Information and Prior Project History
1. Project Information
1b. Subdivision name:
(if appropriate)
lc. Nearest municipality/ town:
Holly Springs
2. Project Identification
2a. Property Identification Number:
0730330409
2b. Property size:
70.94
2c. Project Address
Street Address
7451 Woods Creek Road
Address Line 2
CRY State / Province / legion
Holly Springs NC
Postal / Zip Code Country
27539 US
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
White Oak Creek
3b. Water Resources Classification of nearest receiving water:*

C
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300040102
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The site is currently an undeveloped parcel adjacent to Woods Creek Road. The surrounding development consists of residential subdivisions and forested land.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes G No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS.pdf 502.94KB
4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
SOILS.pdf 819.04KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.66 ac
4g. List the total estimated linear feet of all existing streams on the property:
3,179 LF
4h. Explain the purpose of the proposed project:*
The purpose of the project is to construct an elementary school to accomodate an increased need in the Holly Springs/Apex region of Wake County. Per the WCPSS website, Wake
County projects the current enrollment of 157,000 students will increase to 181,000 by 2023. The construction of this elementary school is intended to assist Wake County Public
Schools in meeting the expected increases in demand.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The project would involve the construction of a 736 -student capacity Elementary School and will include the associated parking, utilities, lighting, stormwater facilities, and support
spaces for the school. Support spaces include play areas, outdoor learning areas, and associated parking. Sidewalks will be provided for neighborhood access. Construction will be
performed by standard commercial construction equipment. No specialized equipment not regularly seen on commercial projects is anticipated.
4j. Please upload project drawings for the proposed project.
C00.01 OVERALL.pdf
WOODS CREEK ROAD ELEMENTARY SCHOOL IMAPCT MAPS.pdf
Grading Plans.pdf
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
s Yes
Comments:
2.7MB
3.1MB
27.94MB
r No O Unknown
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number:
SAW-2020-00033
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
Walter Cole
S&ME, Inc.
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made by the Corps or DWR
James Lastinger and Lyle Phillips with the USAGE visited the site on 1/3/2020 and confirmed the delineation as shown in the attached confirmation email on 6/9/2020. S&EC completed
a delineation which was confirmed by James Lastinger of the USACE on 6/22/2017. A copy of the wetland sketch map is attached.
5d1. Jurisdictional determination upload
USACE JD Confirmation Email.pdf
S&EC_Carolina Springs - Wetland Sketch Map 11182019.pdf
6. Future Project Plans
6a. Is this a phased project?*
6 Yes ONo
2.55MB
5.85MB

6b. If yes, explain.
The site parcel was obtained with the intention of utiliang the property for both an elementary school and a middle school. The elementary school is scheduled to be opened for the
2022-2023 school year while the middle school is not currently in the WCPSS seven year building forecast. Therefore, while there is no current timeline to construct a middle school on
the site, the potential does east in the future.
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
Current plans for the middle school do not include any forecasted impacts to jurisdictional features in the event that the middle school is constructed.
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
IW Wetlands jJ Streams -tributaries
r Open Waters n Pond Construction
2. Wetland Impacts
❑ Buffers
2a. Site #* (?)
2a1 Reason (?)
2b. Impact type * (?)
2c. Type of W.*
2d. W. name *
2e. Forested*
2f. Type of
Jurisdicition * (?)
2g. Impact
area *
Impact Area 5
construction easement
T
Bottomland Hardwood Forest
W1
Yes
Corps
0.007
(acres)
Impact Area 5
permanent easement
P
Bottomland Hardwood Forest
W1
Yes
Corps
0.011
(acres)
2g. Total Temporary Wetland Impact
0.007
2g. Total Wetland Impact
0.018
2i. Comments:
2g. Total Permanent Wetland Impact
0.011
Wetland impacts will be the result of the installation of a proposed reclaimed waterline and sanitary forcemain. Temporary impacts will be the result of
clearing for the temporary construction workspace for utility line installation and will total 0.007 acre. Permanent impacts will result from conversion of a
forested wetland to an herbaceous wetland as a result of the permanent maintenance easement for the proposed reclaimed waterline and sanitary
forcemain and will total 0.011 acre. No permanent loss of jurisdictional wetlands will result. After construction, the site will be returned to original grade
and contour and will be revegetated.
3. Stream Impacts
3a. Reason for impact (?)
3b.Impact type*
3c. Type of impact*
3d. S. name *
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width *
3h. Impact
length*
S1
road crossing
Permanent
Culvert
Impact Area 1
Intermittent
Corps
6
Average (feet)
89
(linear feet)
S2
utility crossing
Temporary
Dewatering
Impact Area 2
Intermittent
Corps
5
Average (feet)
44
(linear feet)
S3
utility crossing
Temporary
Dewatering
Impact Area 3
Perennial
Corps
29
Average (feet)
10
(linear feet)
S4
utility crossing
Temporary
Dewatering
Impact Area 4
Perennial
Corps
13
Average (feet)
27
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
89
3i. Total stream and ditch impacts:
170
3i. Total temporary stream impacts:
81
3j. Comments:
Impacts for the road crossing will be permanent impacts as a result of the installation of a culvert crossing for an access road to the proposed sump
station. These permanent impacts will result in impacts 6 feet wide and 89 feet long. Impacts for impact area 2 are the result of a temporary crossing
for the installation of a proposed reclaimed waterline and sanitary forcemain. These impacts will be 44 feet in length and 5 feet wide. Impacts for
impact area 3 are the result of a temporary crossing for the installation of a proposed water line along the southern side of Woods Creek Road. These
impacts will be 10 feet long and 29 feet wide. Impacts for impact area 4 are the results of a temporary crossing for the installation of the proposed
reclaimed waterline and sanitary forcemain along the northern side of Woods Creek Road. These impacts will be 27 feet long and 13 feet in width.
After the installation of the proposed utility lines in Impact Areas 2 through 4, all streams will be restored to original grade and contour. Stream banks
will be stabilized and revegetated.
E. Impact Justification and Mitigation
L.'

1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
No impacts to jurisdictional features were anticipated as a result of construction of the school. Proposed impacts are the result of the need to tie into
off -site utilities. The proposed area to be cleared has been minimized as much as practicable in the design of the project. Appropriate sediment and
erosion control practices equaling those outlined in the most recent version of the "North Carolina Sediment and Erosion Control Planning and Design
Manual" will be used to minimize impacts to the open water pond.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Specific attention will be paid to ensure grading is only performed to the extent needed for the proposed project and all grading not required will be
avoided. Additional impacts to the jurisdictional features will be avoided through the use of appropriate sediment and erosion control devices.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
✓ Yes ( No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Impacts as a result of this project do not meet thresholds generally needed to require mitigation.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
✓ Yes ( No
If no, explain why:
The site is located within the Cape Fear basin but is not located within the Jordan Lake basin.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
✓ Yes P' No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
✓ Yes G No
2c. Does this project have a stormwater management plan (SMP) reviewed and approved under a state stormwater program or state -approved local government stormwater
program?
(7 Yes
✓ N/A - project disturbs < 1 acre
2d. Which of the following stormwater management program(s) apply:
[7 Local Government r State
Local Government Stormwater Programs
rJ Phase II r NSW r USMP r Water Supply
Please identify which local government stormwater program you are using.
Town of Holly Springs
r No
Comments:
Stormwater will utilize two constructed wetlands, one for each drainage area within the site. The stormwater plan is being reviewed and will be approved by the Town of Holly Springs.
Grading Plans depicting the proposed stormwater wetlands are attached.
G. Supplementary Information ( )
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
✓ Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPAISEPA)?*
✓ Yes
( No
Comments:*
The project does not meet the thresholds to require preparation of an environmental document pursuant to the requirements of the National or State
Environmental Policy Act.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*

✓ Yes ( No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
✓ Yes 6- No
3b. If you answered "no," provide a short narrative description.
The project is designed to accomodate existing or projected growth and is not anticipated to result in additional development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
✓ Yes r No r N/A
4b. Describe, in detail, the treatment methods and dispositions (non -discharge or discharge) of wastewater generated from the proposed project. If the wastewater will be treated
at a treatment plant, list the capacity available at that plant.
Wastewater generated from the project will be treated by a local municipal wastewater treatment plant.
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
✓ Yes
6 No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
C Yes t No
5d. Is another Federal agency involved?*
✓ Yes
5e. Is this a DOT project located within Division's 1-8?
✓ Yes 6- No
r No r Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
✓ Yes r No
5g. Does this project involve bridge maintenance or removal?
✓ Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
✓ Yes r No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
✓ Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
The NC Natural Heritage Program online data explorer (https://wewv.ncnhp.org/data) and US Fish and Wildlife Service Information for Planning and
Consultation (IPaC) report. No critical habitat was identified within the site and no element occurrences of protected species have been observed
within the site or within one mile of the site.
Consultation Documentation Upload
NCNHP Report.pdf
IPaC Report.pdf
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
✓ Yes RNo
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
The USFWS IPaC report and the National Marine Fisheries Service Essential Fish Habitat Mapper
(https://www.habitat.noaa.gov/protection/efh/efhmapper/)
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
1.16MB
203.04KB
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 status?*
✓ Yes RNo
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
The North Carolina State Historic Preservation Office web mapping tool HPOWEB (https://www.ncdcr.gov/about/history/division-historical-
re so u rces/g is -ma p s-a n d -data ).
7c. Historic or Prehistoric Information Upload
SHPO.pdf 820.16KB
8. Flood Zone Designation (Corps Requirement)

8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes
r. No
8c. What source(s) did you use to make the floodplain determination?*
A small section of the southeastern corner of the site is located within the 100-year floodplain. No above ground improvements will be made within the
100-year floodplain. Underground utilities will be installed within the floodplain. After construction, the ground surface will be returned to original grade
and contour within the floodplain. Sources include FEMA map 3720073000J effective 5/2/2006 and the project engineer.
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
FEMA Firmette.pdf
WOODS CREEK ROAD ELEMENTARY SCHOOL IMAPCT MAPS.pdf
758.41 KB
3.1MB
Signature
*
® By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Willard Walter Cole III
Signature
Date
5/3/2021

AGENT AUTHORIZATION AND RIGHT OF ENTRY FORM
Date:
Project Information
S&ME Project Name: Proposed ECPSS E-51/M-XX Site
Type of Project: Institutional
Location: Woods Creek Road, Apex, Wake County, NC
Property Owner/Representative Information
Business Name:
Mailing Address:
City, State, Zip Code:
Telephone No.
Email Address:
Contact:
Wake County Board of Education
1551 Rock Quarry Road
Raleigh, NC 27610
919-588-3596
[e-mail]
Ronnie Stott, Project Manager
Agent Information
Business Name:
Street Address:
City, State, Zip Code:
Telephone No.
Contact:
S&ME, Inc.
3201 Spring Forest Road
Raleigh, NC 27616
919-872-2660
Walter Cole
Authorization:
1, fwit ` A
lotA
, on behalf of
(Contact Signature)
William C. Hartley, Director -Facilities, WCPSS For and on behalf of the Wake
County Board of Education, pursuit to duly delegate authority,
(Name of Landowner or Representative)
a duly authorized owner of record of the property/ properties identified herein, hereby authorize S&ME to act as
agent with the USCAE in connection with the above -mentioned project. By signing above,
I also authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (Corps) to enter upon the
property herein described for the purposes of conducting on -site investigations, if necessary, and issuing a
jurisdictional determination pursuant to Section 404 of the Clean Water Act and/or Section 10 of the River and
Harbors Act of 1889. I, the above signed, am either a duly authorized owner of record of the property identified
herein or acting as the duly authorized agent of the owner of record of the property.

DWR Pre -Filing Meeting Request Form
ID#*
Regional Office *
Reviewer List*
20210680
Version*
1
Raleigh Regional Office - [phone]
Stephanie Goss
Pre -Filing Meeting Request submitted 4/1/2021
Contact Name * Walter Cole of S&ME
Contact Email Address* [e-mail]
Project Name * Woods Creek Elementary School
Project Owner* Wake County Public School System
Project County* Wake
Owner Address: Street Address
3201 Spring Forest Road
Address Line 2
City State / Rovince / Region
Raleigh NC
Fbstal / Zip Code Country
27616 US
Is this a transportation project?* C Yes ( No
Type(s) of approval sought from the DWR:
l 401 Water Quality Certification - I— 401 Water Quality Certification -
Reg ula r Express
I— Individual Permit I— Modification
I— Shoreline Stabilization
Does this project have an existing project ID#?*
C Yes ( No
Do you know the name of the staff member you would like to request a meeting with?
Please give a brief project description below and include location information.*
The site is the location of a proposed elementary school on the west
side of Woods Creek Road in Apex, NC. The property is further
identified by PIN 0730330409. The project will involve the
construction of a educational facility with the associated utilities,
parking, and recreational facilities.

Please give a couple of dates you are available for a meeting.
Please attach the documentation you would like to have the meeting about.
feature2.pdf
pdf only
2.36MB
By digitally signing below, I certify that I have read and understood that per the Federal Clean Water Act Section
401 Certification Rule the following statements:
• This form completes the requirement of the Pre -Filing Meeting Request in the Clean Water Act Section 401 Certification
Rule.
• I understand by signing this form that I cannot submit my application until 30 calendar days after this pre -filing
meeting request.
• !also understand that DWR is not required to respond or grant the meeting request.
Your project's thirty -day clock started upon receipt of this application. You will receive notification regarding meeting location
and time if a meeting is necessary. You will receive notification when the thirty -day clock has expired, and you can submit an
application.
Signature
alazy Oyez -
Submittal Date 4/1/2021

Ashley Steele Bentz
From: Walter Cole
Sent: Sunday, May 2, 2021 12:03 PM
To: Ashley Steele Bentz
Subject: Fwd: Pre -Filing Time Clock has been reached for Woods Creek Elementary School -
20210680 Ver 1
Attachments: DWR Pre -Filing Meeting Request Form.pdf
Here we go!
Get Outlook for iOS
From: [e-mail] <[e-mail]>
Sent: Sunday, May 2, 2021 12:01:58 AM
To: Walter Cole <[e-mail]>
Cc: [e-mail] <[e-mail]>
Subject: Pre -Filing Time Clock has been reached for Woods Creek Elementary School - 20210680 Ver 1
This message originated outside of S&ME. Please report this as phishing if it implies it is from an S&ME employee.
The North Carolina Division of Water Resources has received the Pre -Filing Meeting Request Form for Woods Creek
Elementary School that you submitted on 4/1/2021. The ID number for that project is 20210680, Version 1.
Your Pre -Filing Meeting Request has now reached the 30 calendar days' requirement and your application can now be
accepted.
When you submit your application please upload a copy of the attached document in this email.
This email was automatically generated by Laserfiche workflow. Please do not respond to this email address, as
responses are not monitored.
Internal Use only: Non Transportation
i

Drawing Path: T:\ENV\Projects\2015\4305-15-172B WCPSS E-51 M-XX Apex Site_Additional NR Services\GIS\USGS.mxd plotted by abentz 05-03-2021
7.
0 1,000 2,000
(FEET)
REFERENCE:
GIS BASE LAYERS WERE OBTAINED FROM THE USGS NATIONAL TOPO MAP VIEWER. THIS
MAP IS FOR INFORMATIONAL PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE
APPROXIMATED. THEY ARE NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED
OTHERWISE.
Project Area
aM
USGS TOPOGRAPHIC EXHIBIT
SCALE:
1 " = 1,000
PROPOSED WCPSS E-51/M-XX SITE
WOODS CREEK ROAD
APEX, WAKE COUNTY, NORTH CAROLINA
DATE:
9-14-18
PROJECT NUMBER
4305-18-172
FIGURE NO.
2

1
GrC 000
(FEETvD .f
REFERENCE:
GIS BASE LAYERS WERE OBTAINED FROM THE 1970 USDA-SCS PUBLISHED SOIL SURVEY OF
WAKE COUNTY, NORTH CAROLINA SHEETS 74 AND 82. THIS MAP IS FOR INFORMATIONAL
PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE
NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
USDA-SCS SOIL SURVEY EXHIBIT
SOILS:
AfA: Altavista fine sandy loam, 0-4% slopes
Cm: Chewacla soils
CrE: Creedmoor sandy loam, 10-20% slopes
CtB: Creedmoor silt loam, 2-6% slopes
CtC: Creedmoor silt loam, 6-10% slopes
GrB2: Granville sandy loam, 2-6% slopes, eroded
GrC2: Granville sandy loam, 6-10% slopes, eroded
MfB2: Mayodan sandy loam, 2-6% slopes, eroded
MfC2: Mayodan sandy loam, 6-10% slopes, eroded
MfD2: Mayodan sandy loam, 10-15% slopes, eroded
MfE: Mayodan sandy loam, 15-25% slopes
MyB: Mayodan silt loam, thin, 2-6% slopes
Wy: Worsham sandy loam
SCALE:
1"=500'
PROPOSED WCPSS E-51/M-XX SITE
WOODS CREEK ROAD
APEX, WAKE COUNTY, NORTH CAROLINA
DATE:
9-14-18
PROJECT NUMBER
4305-18-172
FIGURE NO.
1

McKIM & CREED POINT/2
REBAR AND CAP SET
(COORDINATES)
N: 704,554.34'
E:2,031,863.72'
(NAD 83/20iAf'
ELEV29.95' (NA
N/F
DC GOODWIN FARM
DB 14057 PG 1499
PIN# 0730-12-4768
N/F
DC GOODWIN FARM
DB 14057 PG 1499
PIN# 0730-12-4768
N/F
DC GOODWIN FARM
DB 14057 PG 1499
PIN# 0730-12-4768
TREE PRESERVATION
AREA 145,667SF
I
I
I
I
I
/
/
/
373.78'
/
/
PROPOSED
SCM
/
TREE PRESERVATION
AREA 145,667SF
1 )
1
l
1
\ ,) \
1 )1
✓ \___w -
-------------- -
-t!
----------------- ----------------------- ----- ------- --------- - - 50'GAS EASEMENT
_ \_
-----------CC
o F�\ \
50' TY
PE C /
( OPAQUE BUFFERYARD
/
lAyaiAa
SITE D/ST �---_
A�TRIANGLE
PROPOSED R/GHTOF WAY Yr�Oz�
R PUGHFAR
I Eq-50 BUFFERYARD
I
3-5 PLAY
AREA
NNzz
II
II
II
II
II
II
II
II
II
FFE.: 328.67
BUS
ENTRANCE
FIRE LANE
RELOCATED DUKE
ROGRESS ENERGY
HARIrSPL- ANT_
ALERT SIREN
COURTI
D
PROPOSED CAROLINA
SPRINGS DEVELOPMENT
PHASE 3
BUS ENA7aLE�
& EXIT R/qNG\
6 STAFF
—77RKTT G'rn
292.42' N
PROPOSED
ELEMENTARY SCHOOL
FFE: 343.00
MAIN
ENTRANCE
K-2 OPEN
LAWN AREA
K-2 PAVED
PLAY
/
ti
20' TYPE C OPAQUE BUFFERYARD
/
/
/
S89' 17'28" E 1,602.51'
N/F
WILLIAM POE, et al
DB 9235 PG 530
PIN# 0730-21-7472
/
/ /
/
/ /
/ �/
I I
1 I
I I
1 I
I I
I I
I I
I I
1 I
1
I
I
\\
\ 1
\\
1
r---------------------------
-
II
II
II
II
II
II
II
----------- ---
SITE KEY
PROPOSED CAROLINA
SPRINGS DEVELOPMENT
PHASE 3
AREA ONE
SEE SHEETS
OX n1
AREA THREE
SEE SHEETS
COX.03
AREA FIVE
SEE SHEETS
COX.05
PROPOSED CAROLINA
SPRINGS DEVELOPMENT
PHASE 3
TYPE C OPAQUE BUFFERYARD
AREA TWO
SEE SHEETS
r0X.02
AREA FIVE
SEE SHEETS >1
COX.05
SEE PLANS BY
WITHERS RAVENEL
FOR PUMPSTATION
AND UTILITY
EXTENSIONS
SEE - TS
COX.06
PROPOSED CAROLINA
SPRINGS DEVELOPMENT
PHASE 3
7
SITE DATA
TRANSACTION NUMBER:
PROJECT
OWNER:
OWNER CONTACT
DESIGNER:
DESIGNER CONTACT
PROJECT ADDRESS:
PIN:
REID:
CURRENT ZONING:
OVERLAY DISTRICT:
MAXIMUM BUILDING HEIGHT
PROPOSED BUILDING HEIGHT:
FEMA 100 YEAR FLOODPLAIN ON SITE:
LAND USE MAP DESIGNATION:
TRACT AREA:
DISTURBED/PROJECT AREA:
REQUIRED SETBACKS:
EXISTING BUILDING SQUARE FOOTAGE:
PROPOSED BUILDING SQUARE FOOTAGE:
AUTOMATIC FIRE SPRINKLER SYSTEM:
PROPOSED USE:
REQUIRED PARKING SPACES:
(2.5 SPACES PER CLASSROOM PLUS 1
SP/EVERY 5 SEATS IN AUDITORIUM OR
PRINCIPAL PLACE OF ASSEMBLY)
PROPOSED PARKING SPACES:
PERCENTAGE PROWDED:
CARPOOL STACKING REQUIRED PER MSTA:
CARPOOL STACKING PROVIDED:
REQUIRED BIKE RACKS:
PROPOSED BIKE RACKS:
OPEN SPACE:
REQUIRED TREE PRESERVATION:
PROVIDED TREE PRESERVATION:
A
20—DP-11/20—SEU-10
WOODS CREEK ELEMENTARY SCHOOL
WAKE COUNTY BOARD OF EDUCATION
SHELLEY FOLEY
111 CORNING RD, SUITE 190 CARY, NC 27518
PHONE: [phone]
EMAIL: sfoley®wcpss.net
ALICE REESE
CLH DESIGN, PA
400 REGENCY FOREST DR., SUITE 120
CARY, NC 27518
PHONE: [phone]
EMAIL: areese0c1hdesignpa.com
7451 WOODS CREEK ROAD,
HOLLY SPRINGS, NC 27539
0730330409
0465556
R-30
NONE
35'
551-7n (FRONT ELEVATION: 1 STORY, 42'-6")
ZONE X & AE
PER FIRM MAP 3720073000J 5/2/2006
INNOVATION DISTRICT
114.3 ACRES
37.56 ACRES
50' FRONT & REAR SETBACK
20' SIDE SETBACK
0 SF
132,108 SF
YES
EDUCATION
56 CLASSROOMS = 140 SPACES
AUDITORIUM: 270 SEATS = 55 SP.
REQUIRED PARKING SPACES: 195
146 SPACES (6 HANDICAP SPACES)
75% PROWDED
1,720 LF DAILY HIGH DEMAND
2,440 LF
3 BIKE RACKS (5 BIKE CAPACITY EACH)
3 RACKS (15 BIKE CAPACITY)
N/A FOR NON—RESIDENTIAL DEVELOPMENT
10% OF PROJECT AREA (3.8 ACRES)
177,650 SF (4.07 ACRES)
PERIMETER YARDS AND LANDSCAPE YARDS:
FRONT 50' THOROUGHFARE BUFFERYARD (A-50)
SIDE: 20' TYPE C OPAQUE BUFFERYARD (C-75)
REAR: 50' TYPE C OPAQUE BUFFERYARD (C-75)
IMPERVIOUS SURFACE & SCMS
SITE IMPERVIOUS SURFACE:
NUMBER OF SCMS:
SCM #1 (WETLAND):
SCM #2 (WETLAND):
•
I I .
I1
/FL/ODPLAIN
•
7/
449,134 SF
2
> 5 ACRES
> 5 ACRES
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
Tyo��
�yA j.c� \ \
9 FBI \ \
Sp ,c�'QY 4,5)0
20' TYPE C OPAQUE BUFFERYARD
N/F
REMAINDER OF FIRST CITIZENS BANK
TRACT
(SEE DB 2086 PG 677 &
CP&I DRAWING IL-D-2581)
sfkarchitecture.com
consultants
L H
IDES1GN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cory, NC 27518
Phone: [phone]
Fox: 919.319.7516
LA: C-106, PE; C-1595
project status
PERMIT DRAWINGS FOR
REVIEW ONLY
owner id
seals
revisions
# date
note
New Elementary School:
-Woods Creek
Lrt
W
111
a
M
N
tfr
b0
C E
CL
0 o = 0
s °
o
(/)
> a)
S.L 1i
U
CU 0 0
Ein 3
W
3
WAKE COUNTY
PUBLIC SCHOOL SYSTEM
PROJECT 1355-19/19-166
DATE 04/20/2021
DRAWN HB/AR/KL
CHECKED KL
sheet name
SITE OVERALL PLAN
sheet no
coo.oI
El
0
D
El
c
El
A

K:220220045022004552arolma Springs- Pump Station2 WGPSSIGAMEKMAsllmpad MapsIGAROLINA SPRINGS IMAPGT MAPS tlwg Saturday, May 1,202110:58 PA AM-MGGLURE, DAVIU
I 1 ) /OrrIA, `�h\`\\���`, \
/( 1
\�
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(1 1 ` \\c\\` 1\ \\\
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COo ( 1 ) N ( 1 N / 1 1 \ \ \ \ \ \
I I I I \ I � � 1
III IIISIG T DISTANCE FOR r I) I .i l I
< , ROAD IMPROVEMENTS \ \ PROPOSED
\ I \ 1 RECLAIMED WATERLINE \o\
l�'li'�1\\ \\`\ \ (j\)\I1I\\.cam/.1,,
I I \\G \ \ \ \ FUTURE GRAVITY SEWER LINE
\ ` �+ `\ \ (BY OTHERS)
L\ \ ��� � \� —\1 'l III\ \V_v\ of
I \ \\�‘ ' j) I1 / /1' III I
i1 .\
l�( \�\�r ( 111 1\yI II.II
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wOO�S row_ \\ �\,� ,tr)yy�k
60
1 I ll I
1( I /r I\I
( � >1l 1�
I11( r1(II)\\( \
A..° ice
PROPOSED SANITARY
SEWER GRAVITY LINE
i
PROPOSED SANITARY -
SEWER FORCE MAIN
GRAPHIC SCALE
0 30 60
IMPACT AREA 2
PUMP STATION SITE
\ () j I
\\\�\ \
120
1 inch = 60 Ft.
11I
IMPACT LEGEND
TYPE
IMPACT
DELINEATION
PERMANENT STREAM
CHANNEL
, r (tr (tr (tr (tr (tr (tr (tr (tr
;frfrfrfrfrrfrrfrrfrr'rrrr
TEMPORARY STREAM
CHANNEL
i
i
PERMANENT WETLAND
TEMPORARY WETLAND
.................
1
IMPACT AREA 4
\ I i `I '1 \ \ 1 1l`l`\'\ \' ' \\ \\\\
\ ) 1 \ 1 \\ \l� \� \
\ \ \
/ /
\ ( 1 \
-\---\ \\ \\ \` \\
\ /��f \- \ \ \ \ \ \ \ \ \
\ 1 � I ) 1 \ \1 \ \ \ L�� \ \
\ --4--') / \ \ \ \\\
BO
l 1 l \ �o\
\ \\ \ \
/ \v \
\ \ I \ 4\ \"'l / CI \ ` L Li
—
\ \ \ \_____
2 `1
R C R R��
\� —��— \ \ 7 FM
0 / ` \_` o
— -- �� \
PROPOSED
WATER LINE
IMPACT AREA
3
3NOZ
/
l
IMPACT AREA 5
R
\ \ ) I \ \ \ \
\ 1 I \ 1I1
1 I I I 11 1/
/ / / / /
//
/ /r // // �// // ,
// / / / / / / //�////i
/ / / 2 / / / / / / / /
////// / /// ///
/ / /// / 1 i 1 1 ,, //'
/
/ / I 1 I l �1 / 11 �/
I 11 1 11 �/ j/ 1 1' 1
I I I I I
I I I I ', ; 'I I\ I I
I I I I I I
1111111111111
111 1 — I
\ \ \ 0 \ \ \ \ \
`\\\\\
IMPACT AREA
OVERALL WETLAND AND STREAM IMPACT SUMMARY
TEMPORARY
PERMANENT
STREAM
WETLANDS
STREAM
WETLANDS
AREA
(SF)
AREA
(AC)
LENGT
H (LF)
WIDTH
(LF)
AREA
(SF)
AREA
(AC)
AREA
(SF)
AREA
(AC)
LENGT
H (LF)
WIDTH
(LF)
AREA
(SF)
AREA
(AC)
1
-
-
-
-
-
-
474
0.011
89
6
-
-
2
193
0 004
44
5
-
-
-
-
-
-
-
-
3
290
0 007
10
29
-
-
-
-
-
-
-
-
4
394
0 009
27
13
-
-
-
-
-
-
-
-
5
306
0.007
488
0.011
TOTAL
877
0.020
81
N/A
306
0.007
474
0
89
N/A
488
0.011
J
No
Revision
Date
By
Designer
Scale
AS NOTED
Drawn By
EWN
Date
05.01.2021
Checked By
Job No.
02200455.00
WOODS CREEK ROAD
ELEMENTARY SCHOOL
HOLLY SPRINGS
NC
OVERALL IMPACT MAP
\/ WithersRavenel
1/ Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: C-08321 www.withersravene.or/
Sheet No
A

K:220226D45022004552arolma Springs- Pump Station 2 WGPSSIGAMEdhibitsllmpad MapsIGAROLINA SPRINGS IMAPGT MAPS tlwg Saturday, May 1,2021110, 05 AM-MGGLURE, DAVIU
\l ) /`II I III\) \ \ \ \ l0\ \ `\
1 I\ 11 I\ I
1 I )/ 1 1\\ I\
/ 1 I I 1 \ \ \ \ \
I / \ I \ j -\
Ir1)
l I I V
/ /
I
� () 1 / /I \ f
///
7
\/\
i IJ \\ `\ -- \��� ) \\
I // \ \ ) )
� \\_ =7 = � 1 / 1 1��
\ v\vvv
\
1 I l \ \ \ \
\ \ \ ` \ \ �\
iC
\ \ \ \
L�
/ f 1
SIGHT DISTANCE FOR \ \ !
\ ROAD IMPROVEMENTS — — -r PROPOSED / 1
RECLAIMED WATERLINE
NN \\�I GI \
1 W00D
CREEKROAD
STREAM PERMANENT IMPACT
474 SF (0.011 AC)
LENGTH = 89 FT
WIDTH = 6 FT
PROPOSED SANITARY
SEWER GRAVITY LINE
PROPOSED SANITARY
SEWER FORCE MAIN
\
40
GRAPHIC SCALE
0 20 40
80
1 inch = 40 Ft.
IMPACT LEGEND
TYPE
IMPACT
DELINEATION
PERMANENT STREAM
CHANNEL
/ r (t
/' rrfrrfrrfrrfrrfrrfrrfrr'
TEMPORARY STREAM
CHANNEL
i
i
PERMANENT WETLAND
TEMPORARYWETLAND
K X X X X X...... X X X %X
K X X X X X X X X X X X X X X X X X
P =PERMANENT
T =TEMPORARY
CH = STREAM CHANNEL
WL= WETLAND
}r
FUTURE GRAVITY SEWER LINE `�
(BY OTHERS)N
/ �?�
I AA
1
\ \ 1111 \ �J \
\
II
I
PROPOSED
WATER LINE
z
N
\
IMPACT TABLE
LOCATION
TYPE
AREA (SQ FT)
AREA (ACRES)
CHANNEL
(LINEAR FEET)
STREAM IMPACT
WIDTH (FT)
IMPACT
AREA 1
P-CH
474
0.011
89
6
T-CH
P-WL
T-W L
i
No
Revision
Date
By
Designer
Scale
AS NOTED
Drawn By
EWN
Date
05.01.2021
Checked By
Job No.
02200455.00
WOODS CREEK ROAD
ELEMENTARY SCHOOL
HOLLY SPRINGS
NC
IMPACT AREA 1
\/ WithersRavenel
1/ Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: C-0832 I www.withersravenel.com
Sheet No
1

K:220220045022004652arolma Springs- Pump Station 2 WGPSSIGAMEdhibitsllmpad MapsIGAROLINA SPRINGS IMAPGT MAPS tlwg Saturday, May 1, 202111:CO 24 AM-MGGLURE, W VIU
\l ) /`II I III\)� \ \ \ l0\ \ `\\
1 1111 1\ I
1 I)/ 1 1 I\ I\
/ 1 I 1 \ \ \ \ \
I I ) I I \ l _\
Ir1)
/ I
I
OW\----7
j1 I//I\f \ \
///�
SIGHT DISTANCE FOR \ \ / I I
ROAD IMPROVEMENTS —
7
7
1 l \ \
1 I \ \ \ \
I 1 I ` \ \ \�
)
\ J / J / R v /zk2
S CREEKROAD
PROPOSED SANITARY
SEWER GRAVITY LINE
PROPOSED SANITARY
SEWER FORCE MAIN
/ i
STREAM TEMPORARY IMPACT
193 SF (0.004 AC)
LENGTH = 44 FT
WIDTH = 5 FT
\
40
GRAPHIC SCALE
0 20 40
80
1 inch = 40 Ft.
IMPACT LEGEND
TYPE
IMPACT
DELINEATION
PERMANENT STREAM
CHANNEL
/ r (t r (t r (t r (t r () r () r () r () r
;frfrfrfrfrrfrrfrrfrr'rrrr
TEMPORARY STREAM
CHANNEL
i
i
PERMANENT WETLAND
TEMPORARYWETLAND
K X X X X X...... X X X %X
K X X X X X X X X X X X X X X X X X
PROPOSED
RECLAIMED WATERLINE III
cPN \\�IG�I l
P =PERMANENT
T =TEMPORARY
CH = STREAM CHANNEL
WL= WETLAND
\\ I� Il �I'I A�1
\ \ llll \ �J \
\
_}r
FUTURE GRAVITY SEWER LINE `�
(BY OTHERS)N / N
G��
I I (pt., \ \� )(
II
I
PROPOSED
WATER LINE
Nz
\
IMPACT TABLE
LOCATION
TYPE
AREA (SQ FT)
AREA (ACRES)
CHANNEL
(LINEAR FEET)
STREAM IMPACT
WIDTH (FT)
IMPACT
AREA 2
P-CH
T-CH
193
0.004
44
5
P-WL
T-W L
i
No
Revision
Date
By
Designer
Scale
AS NOTED
Drawn By
EWN
Date
05.01.2021
Checked By
Job No.
02200455.00
WOODS CREEK ROAD
ELEMENTARY SCHOOL
HOLLY SPRINGS
NC
IMPACT AREA 2
\/ WithersRavenel
1/ Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: C-08321 www.withersravenel.com
Sheet No
2

K:12202200450220045SCarolma Springs- Pump Station 2 INGPSSIGAMEdhibitsll mpact Maps1CARCLINA SPRINGS IMAPGT MAPS Meg- Saturday, May 1,202111:01:44 AM-MGGLURE, DAVIU
\l ) /II I III \ ) \ \ \ \ l0 \ \ ` \
1 1 1\ 1 1 I\ I
1 I)/ 1 1 I I I I
/ 1 11\\ I I\
I I )
rT11
/ 21 I I / / I f/ I 1
)
SIGHT DISTANCE FOR \ \ / / I I
ROAD IMPROVEMENTS — PROPOSED
RECLAIMED WATERLINE
' /1/' I l )/\
\ \ \ \ \
\/\
7
7
__ - _
)
— —�/ \ lI
\_�_J / 1 �—_\ \\\\N ___-_ =
/ Woo N N � ��
S CREEK ROAD
PROPOSED SANITARY
SEWER GRAVITY LINE
PROPOSED SANITARY
SEWER FORCE MAIN
/ i
\
40
GRAPHIC SCALE
0 20 40
80
1 inch = 40 Ft.
IMPACT LEGEND
TYPE
IMPACT
DELINEATION
PERMANENT STREAM
CHANNEL
/ r (t r (t r (t r (t r () r () r () r () r
;frfrfrfrfrrfrrfrrfrr/rrrr
TEMPORARY STREAM
CHANNEL
i
i
PERMANENT WETLAND
TEMPORARYWETLAND
K X X X X X...... X X X %X
K X X X X X X X X X X X X X X X X X
cPN \I\I G \ 1l
ellari
P =PERMANENT
T =TEMPORARY
CH = STREAM CHANNEL
WL= WETLAND
_}r
FUTURE GRAVITY SEWER LINE `�
(BY OTHERS) 1 _
-�\I 1l �1 A�1
I I \
111 l \ �J
STREAM TEMPORARY IMPACT
290 SF (0.007 AC)
LENGTH 10 FT
WIDTH=29FT /
\\\ 1
\II I
\\11 I
III 1
I „ I
I „ 1
\\\ I
\\1
li
II
/
\
\\\
/ 1I1
IIIII
11/
I I
/1
111 \
II
II
II
II1
II /
I
PROPOSED
WATER LINE
Nz
\
IMPACT TABLE
LOCATION
TYPE
AREA (SQ FT)
AREA (ACRES)
CHANNEL
(LINEAR FEET)
STREAM IMPACT
WIDTH (FT)
IMPACT
AREA 3
P-CH
T-CH
290
0.007
10
29
P-WL
T-W L
i
No
Revision
Date
By
Designer
Scale
AS NOTED
Drawn By
EWN
Date
05.01.2021
Checked By
Job No.
02200455.00
WOODS CREEK ROAD
ELEMENTARY SCHOOL
HOLLY SPRINGS
NC
IMPACT AREA 3
\/ WithersRavenel
1/ Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: C-08321 www.withersravenel.com
Sheet No
3

K:1220122004501220045SCarolma Springs- Pump Station 2 INGPSSIGAMEdhibitsllmpad Maps1CAROLINA SPRINGS IMAPGT MAPS Meg- Saturday, May 1, 202111:CC 02 AM-MGGLURE, W VIU
\ \ 1 1 / 'I 1 ' 1 1 '1 I)
I \ 1 1` I I I SIGHT DISTANCE FOR \\ \ //
1' 11 I I I I \ ROAD IMPROVEMENTS I` PROPOSED
J I I \ \ I RECLAIMED WATERLINE
\1 )1I I cenlI���
/
1� 1) I I l \
/l I V 1 11 1 \ G %\ 1\
/ ' //1 (I 1 �\ \\ \ \ \
j"t""•2
/ / ,/
7
40
\ ��\ —_
V `/DOD —7--
o CR%cROAD \ \
GRAPHIC SCALE
0 20 40
PROPOSED SANITARY
SEWER GRAVITY LINE
PROPOSED SANITARY
SEWER FORCE MAIN
/ i
80
1 inch = 40 Ft.
IMPACT LEGEND
TYPE
IMPACT
DELINEATION
PERMANENT STREAM
CHANNEL
/ r (t r (t r (t r (t r () r () r () r () r
/frfrfrfrfrrfrrfrrfrr'rrrr
TEMPORARY STREAM
CHANNEL
i
i
PERMANENT WETLAND
TEMPORARYWETLAND
K X X X X X...... X X X %X
K X X X X X X X X X X X X X X X X X
P =PERMANENT
T =TEMPORARY
CH = STREAM CHANNEL
WL= WETLAND
}r
FUTURE GRAVITY SEWER LINE \ 1
\�� (BY OTHERS) ) \/ �
\ l l
\1
/ 1/Il,)\( 1-11111�IV Il
STREAM TEMPORARY IMPACT I I 1 \(
394 SF (0.009 AC) 1 1 1 f.
LENGTH = 27 FT - )) I / / 1 1� J
WIDTH=13FT \ ///
1 \ (/ .�:QU► '1R A• gVim
%IAA I�
0
(1
R
FFA
PROPOSED
WATER LINE
z
N
IMPACT TABLE
LOCATION
TYPE
AREA (SQ FT)
AREA (ACRES)
CHANNEL
(LINEAR FEET)
STREAM IMPACT
WIDTH (FT)
IMPACT
AREA 4
P-CH
T-CH
394
0.009
27
13
P-WL
T-W L
No
Revision
Date
By
Designer
Scale
AS NOTED
Drawn By
EWN
Date
05.01.2021
Checked By
Job No.
02200455.00
WOODS CREEK ROAD
ELEMENTARY SCHOOL
HOLLY SPRINGS
NC
IMPACT AREA 4
\/ WithersRavenel
1/ Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: C-08321 www.withersravenel.com
Sheet No
4

K:1220122004501220045SCarolma Springs- Pump Station 2 WGPSSIGAMEdhibilsllmpad MapsIGAROLINA SPRINGS PLAPGT MAPS Meg- Saturday, May 1,202111:CC 23 AM-MGGLURE, DAVIU
40
—
N \ \
�/ /
—�/ \ /
I
\_ %
__ — »—�—�/
l — s — WETLAND PERMANENT IMPACT �'
488SF(0.011AC) -----�L /�
- _ JI>
/
r���
44,14 psaffir
tlF4111111104%,
PROPOSED
— —SANITARY FORCEMAIN t —
J
SFjjp
/ FM
/ I / / AI r
\ ✓ / / )) ) /
1 / / /
<II J
L \ _ J J// /o /> // //
/ /
---,-/ ./-' 1 J /,�- j-- /
/— ...S / //—' —/
/
//// /
/
1
\ I \ \�k� \
\ \ �� N \ l ��, ,__r\
\ \ _1' �\ \ \ \ \ \ \ ——-\ C 1_ ---f -'\`"—
\ \ ` \ \285� —\__ — —
\ \ \ \ \ \ \ \ ~ — _
\ \ \�\\� J—J' i
i
\ \ \ \
<
11
WETLAND TEMPORARY IMPACT
306 SF (0.007 AC)
\
F�1 vR �R
\ \ \ \ 280 \
FUTURE GRAVITY SEWER LINE -N r / / r
(BY OTHERS)
\ �F`S1K / T
\ ` =45rSo,
PROPOSED
RECLAIMED WATERLINE
\ yvo
1 \ \ \
1 1 I I 1 1\ \\ i,
1 1 II I II 1 ) // / /1 2 I j /I F�
I I / / / / / /
I
I / / // / / / / // / // / / // / /
1 I 1 / / / / / // �// / 7
I I I / J / / // / // / / / / // / / / / / / // / / /� / 777 �
1 I /� / / ///// / ///// //// / ////// / / / //—
/ / /
11 // // // / / / /// /// / // // / //// // // /// // // / / / // // /
/J / / // / / / / /( l/ // / / // / l/ / / I/ 1 I I 1 I I I
/ / / / / / / / / / / l I I I I I 1
/ / / l / / / / / / / / / / / I I 1 I I I /
I I
/ // // i /l / , // / / / / / / l / // � 1 1 1 I I I I 1
/ / / l / // / /// / / / l l/ l/ l 1 1 1 1 I 1 1 1 1
// // l/ I / / / / / / / / / / / l l 1 1 1 \ \ \ \\
/ / I I I / / / / / / / / / / / \ \ \ \ I
1 ! 1 / ! �l / / / ,/ / / / � �/ ! \ \ \ \ \ \\
GRAPHIC SCALE
0 20 40
\ I
\ I
I 1
1 1
80
1 inch = 40 Ft.
IMPACT LEGEND
TYPE
IMPACT
DELINEATION
PERMANENT STREAM
CHANNEL
/ r (t
/' rrfrrfrrfrrfrrfrrfrrfrr'
TEMPORARY STREAM
CHANNEL
i
i
PERMANENT WETLAND
TEMPORARYWETLAND
K X X X X X...... X X X %X
K X X X X X X X X X X X X X X X X X
\
P =PERMANENT
T =TEMPORARY
CH = STREAM CHANNEL
WL= WETLAND
/
/
/
IMPACT TABLE
LOCATION
TYPE
AREA (SQ FT)
AREA (ACRES)
CHANNEL
(LINEAR FEET)
STREAM IMPACT
WIDTH (FT)
IMPACT
AREA 5
P-CH
T-CH
P-WL
488
0.011
T-WL
306
0.007
No
Revision
Date
By
Designer
Scale
AS NOTED
Drawn By
EWN
Date
05.01.2021
Checked By
Job No.
02200455.00
WOODS CREEK ROAD
ELEMENTARY SCHOOL
HOLLY SPRINGS
NC
IMPACT AREA 5
\/ WithersRavenel
1/ Engineers I Planners I Surveyors
115 MacKenan Drive I Cary, NC 27511
t: 919.469.33401 license #: C-0832 I www.withersravenel.com
Sheet No
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MINCE WAVLE
AM PER «oM
O6/N12 a SO'
OILER.
NW WINNE EASEMENT NO
STRUCTURE NO.
UP STRM
DN STRM
Al A2
A2 A3
A3 A4
A4 A5
A5 A6
A6 A7
A7 A8
A8 A9
A9 A10
A10 All
All Al2
Al2 A13
A13 A14
A14 A15
A15 A16
A20 A6
A30 A9
A40 A41
A41 A42
A42 A43
A43 A44
A44 Al2
A50 A14
A60 A61
A61 A62
A62 A63
A63 A64
A64 A15
A65 A66
A66 A67
A67 A63
A68 A69
A69 A64
B1 B2
B2 B3
B3 B4
B4 B5
B5 B6
B6 B7
B7 B8
B8 B9
B9 B10
B20 B2
B30 B3
B40 B5
B50 B6
B60 B7
B70 B9
Cl C2
C2 C3
D1 D2
El E2
E2 E3
PIPE
SLOPE
1.04%
1.07%
1.02%
1.18%
1.19%
1.15%
1.07%
8.16%
1.06%
2.97%
1.01%
1.01%
6.70%
2.90%
2.27%
PIPE
DIA,
(IN)
15
15
15
18
18
18
24
24
24
24
30
36
36
42
42
DRAINAGE STRUCTURE SCHEDULE
PIPE
LENGTH
(LF)
67
122
108
34
42
26
112
136
85
118
149
149
100
31
88
2.78% 15 54
1.05% 15 172
1.05%
1.25%
1.08%
1.06%
5.20%
15
15
15
18
24
162
64
65
66
75
9.21% 15 76
1.35%
0.97%
3.77%
3.33%
8.60%
15
18
18
24
24
111
72
122
144
242
209
111
81
1.36% 15 22
1.07% 15 56
2.38%
2.70%
0.73%
1.63%
4.02%
4.20%
6.38%
9.57%
1.00%
15
18
24
24
24
24
30
30
36
65
100
55
104
97
88
210
46
110
1.03% 15 68
1.05% 15 114
3.44% 15 64
2.73% 15 66
3.29% 15 82
5.19% 24 54
1.07% 15 75
2.57% 15 101
2.20% 12 100
0.77% 15 208
0.93% 15 54
LEGEND
CB CATCH BASIN, SEE DETAIL SHEET CO8,01.
DI DROP INLET, SEE DETAIL SHEET CO8.01.
FES RCP FLARED END SECTION
SIRUCIURE I.D. NUMBER
PIPE
MATRL
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
UPPER
INV.
(FT)
337.80
337.00
335.60
334.20
333.70
333.10
332.30
331.00
319.80
318.80
314.80
312.80
311.20
304.00
303.00
LOWER
INV.
(FT)
337.10
335.70
334.50
333.80
333.20
332.80
331.10
319.90
318.90
315.30
313.30
311.30
304.50
303.10
301.00
RCP 335.00 333.50
RCP 322.60 320.80
RCP
RCP
RCP
RCP
RCP
322.00
320.20
319.30
318.50
317.30
320.30
319.40
318.60
317.80
313.40
RCP 322.50 315.50
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
337.50
335.80
335.00
329.90
325.00
335.50
333.20
331.90
336.00
335.10
330.40
325.10
304.20
333.30
332.00
331.00
RCP 327.00 326.70
RCP 326.60 326.00
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
RCP
337.00
335.20
332.00
331.50
329.70
325.70
321.50
308.00
303.10
335.45
332.50
331.60
329.80
325.80
322.00
308.10
303.60
302.00
RCP 336.00 335.30
RCP 333.50 332.30
RCP 332.40 330.20
RCP 328.30 326.50
RCP 325.10 322.40
RCP 306.90 304.10
RCP 305.50 304.70
RCP 304.60 302.00
RCP 346.30 344.10
RCP 304.20 302.60
RCP 302.50 302.00
TOP ELEV.
(FT) (1)
GRAPHIC SCALE
( IN FEET )
1 inch = 100 ft.
340.30
340.30
341.30
341.00
339.50
338.40
337.80
334.50
324.50
324.50
322.70
322.60
322.60
322.00
322.10
338.40
326.65
326.00
326.00
326.20
326.00
325.00
326.45
341.85
339.00
340.50
339.55
332.50
338.00
338.00
338.00
331.10
331.00
341.40
340.40
339.45
338.15
335.05
330.70
327.20
319.60
318.90
340.45
337.60
336.40
332.35
329.15
318.00
316.00
318.90
348.50
308.20
314.50
UPSTREAM STRUCTURE DATA
DEPTH
(FT)
2.50 DI
3.30 DI
5.70 DI
6.80 CB
5.80 CB
5.30 CB
5.50 CB
3.50 DI
4.70 DI
5.70 DI
7.90 CB
9.80 CB
11.40 CB
18.00 DI
19.10 CB
3.40 DI
4.05 DI
4.00 DI
5.80 DI
6.90 CB
7.50 DI
7.70 CB
3.95 CB
4.35 DI
3.20 DI
5.50 DI
9.65 CB
7.50 CB
2.50 DI
4.80 DI
6.10 DI
4.10 CB
4.40 DI
4.40 DI
5.20 CB
7.45 CB
6.65 CB
5.35 CB
5.00 CB
5.70 CB
11.60 CB
15.80 CB
4.45 DI
4.10 CB
4.00 CB
4.05 CB
4.05 CB
11.10 FES
10.50 FES
14.30 CB
2.20 FES
4.00 FES
12.00 CB
NOTES
1. TOP ELEVATION IS TOP of CURB FOR CATCH
BASINS TOP OF CRAZE FOR DROP INLETS
AND FINISH GRADE FOR CLEANOUTS.
2 ALL FES INLETS & OUTLETS SHALL BE R.
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sfkarchitecture.com
consultants
CLH
DESIGN
CLH Design, PA
400 Regency Forest Dr,
Suite 120
Cory, NC 27518
Phone: [phone]
Fox: 919.319.7516
Lk C-106, PE• C-1595%
project status
PERMIT DRAWINGS FOR
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owner id
L
seals
,, ,,,,,,,,,,,,,,,
revisions
# date
note
L-
New Elementary School:
-Woods Creek
111
W
111
0
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L
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ur
W
Wake County Public Schools System
WAKE COUNTY
PUBLIC SCHOOL SYSTEM
PROJECT 1355-19/19-166
DATE 04/20/2021
DRAWN HB/AR/KL
CHECKED KL
sheet name
OVERALL GRADING
P LAN
sheet no
CO3.00

324.90T
325.15T
325.40T
325.00T
A'NE 34'
322.70T
325.05T
325.15T
325.60T
327.40T
324.95T
D
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\�R \ ROLINAS, LLC
\ DB 097612 PG 1928
\ \ \ \ �� �• -� , \ PIN/ 0 .. 533724
324.70T
.326.18
326.00T
325.60T
326.00
328.1
�P�ED\ 02!
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\\EASEMENT .
324.50
327.41
326.61
327.20
326.90T
326.20T
329.30T
326.60T
326.60
326.50T
327.30
327.30
326.65
326.00
327.05
329.90T
330.20T
326.80
326.65
326.65
327.35
337.80
338.65
327.30
327.05
/
J S GHT DISTANCVf (ANGLE / 1 / / /
CALCULATION PER NCDOJ l
VERTICA SIGHT DIST EIS / l / /
3.5'--OR STOPPED/DRIVER AND / l l / / /
' FOR APPROACHING DRIVER. / l /
D1=18' / / / l / /
D2=625' / /' / l
D3= 69' i / / /
/ LENA� CAR NA�, LLC / //
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• / / DDI?0176 2 PG 1928 / / / /
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326.50
326.00
5T I I \ \ \ 1 1
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331.10T 331.80T 1-` j^- 33 60T,
\ \ /
329.60T
330.85T
331.60T
331.00
331.92
P'IVA
AIN GE
SEM NT
340.20T
MILIMEA _ _ IMW41111k
339.55T
342.60
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338.80
342.85
326.50
342.00
342.10
341.30
342.65
342.65
342.20
J
342.25
.342.45
342.15
.342.65
342.70
342.05
342.10
341.40
341.75
/ /
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323.60T
322.60T
323.60T
340.90
339.00
340.90T
341.50T
338.00
/-
&ENT -OUTLET PROW£C8O
4'Lx3'Wx18 "J STONE-
338.90
338.40
338.90
338.90BW
348.35
7 \\\ \
NOTE: / OAD WIDEN!(D PPROVED 1411171, \ \ I
CAR0NA SPRINGS MASTERPLAN \ \
INCLUDES HALF OF 110' R_ .\W, 33' B/B \ \ \ \ I
�iON SECFOR NORTH HALF
20' PUBLI9
UTILITY EASFBMENT
344.00
343.00
342.00T
338.90
338.90
P/ROPdSED
/ I
341.90
340.60T
342.90
342.55
RE Mv_
342.60
342.75
342.80
340.30
342.45
342.85 /
342.70 J
342.60
342.15
342.75
341.40
342.70
342.80
A
GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN HOLLY SPRINGS AND NCDOT STANDARDS AND
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF CURB, UNLESS OTHERWISE
3. TOTAL DENUDED AREA = _ AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS
NEEDED TO MATCH FINISH GRADE.
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNERS INDEPENDENT TESTWG
LABORATORY. (SEE SPECIRCATIONS FOR ADDITIONAL INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WM STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH
DAY. SEE DETAIL ON SHEET C_.-
Z EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED. UNLESS NOTED OTHERVWSE
8. ANY AND ALL LANDSCAPING AND DOTING TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION
OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY IWTH ALL STATE CODES IN OBSERWNG EROSION CONTROL MEASURES
BOTH ON AND OFF -SITE.
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE
MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE
STOCKPILES AND/OR WASTE AREAS.
12. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0X
13. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN OR CONNECT TO EXISTING
PAVEMENT, CURB AND OTHER RIGID STRUCTURES. NOTIFY ARCHITECT IF DISCREPANCIES OCCUR.
GRADING LEGEND
EXISTING CONTOURS
270.4' EXISTING SURVEY SPOT ELEVATION
270.50T
270.50
PROPOSED TOP OF CURB SPOT ELEVATION
PROPOSED GROUND/PAVEMENT ELEVATION
PROPOSED RNISHED GRADE AT TOP OF WALL ELEVAnoN
PROPOSED RNISHED GRADE AT BOTTOM OF WALL ELEVATION
STORM STRUCTURE NUMBER
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
FD PROPOSED FOUNDAnoN DRAIN DISCHARGE LINE. SEE ARCH.
PLANS FOR DRAIN PIPE LOCATIONS ALONG BUILDING WALLS.
RD PROPOSED ROOF DRAIN
0 0 TREE PROTECTION FENCE
CD CONDENSATE DRAIN
PUMP STATION AND UTILITIES BY OTHERS, SEE KITHERS
RAVENEL PLANS FOR INFORMATION
GRAPHIC SCALE
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7,1
sfkarchitecture.com
consultants
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cory, NC 27518
Phone: [phone]
Fox: 919.319.7516
project status
PERMIT DRAWINGS FOR
REVIEW ONLY
owner id
seals
revisions
# date
note
New Elementary School:
-Woods Creek
LLI
tri
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in RI
LU
WAKE COUNTY
PUBLIC SCHOOL SYSTEM
PROJECT 1355-19/19-166
DATE 04/20/2021
DRAWN HB/AR/KL
CHECKED KL
sheet name
SITE GRADING PLAN
AREA I
sheet no
CO3.oi

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GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN HOLLY SPRINGS AND NCDOT STANDARDS AND
SPECIFICA710NS
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF CURB, UNLESS OTHERWISE
SHOWN.
3. TOTAL DENUDED AREA = _ AC
4. CONTRACTOR SHALL ADJUST ALL EXISI1NG VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS
NEEDED TO MATCH FINISH GRADE.
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNERS INDEPENDENT TESTING
LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH
DAY. SEE DETAIL ON SHEET C_._.
7. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
8. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION
OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES
BOTH ON AND OFF -SITE
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE
MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE
STOCKPILES AND/OR WASTE AREAS.
12. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0X
13. CONTRACTOR SHALL VERIFY ALL EX!S11NG ELEVA11ONS WHERE NEW CONSTRUCTION JOIN OR CONNECT TO EXISTING
PAVEMENT, CURB AND OTHER RIGID STRUCTURES. NOTIFY ARCHITECT IF DISCREPANCIES OCCUR.
GRADING LEGEND
EXISTING CONTOURS
FINAL CONTOURS
270.4' EXISTING SURVEY SPOT ELEVATION
270.50T
270.50
270.50TW
270.50BW
PROPOSED TOP OF CURB SPOT ELEVA110N
PROPOSED GROUND/PAVEMENT ELEVATION
PROPOSED FINISHED GRADE AT TOP OF WALL ELEVATION
PROPOSED FINISHED GRADE AT BOTTOM OF WALL ELEVATION
STORM STRUCTURE NUMBER
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
PROPOSED FOUNDATION DRAIN DISCHARGE LINE SEE ARCH.
PLANS FOR DRAIN PIPE LOCATIONS ALONG BUILDING WALLS.
PROPOSED ROOF DRAIN
TREE PROTEC110N FENCE
CONDENSATE DRAIN
PUMP STATION AND U11U11ES BY OTHERS, SEE WITHERS
RAVENEL PLANS FOR INFORMA110N
GRAPHIC SCALE
D
A
sfkarchitecture.com
consultants
CLH
DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cory, NC 27518
Phone: [phone]
Fox: 919.319.7516
LA: C-106, PE; C-1595
project status
PERMIT DRAWINGS FOR
REVIEW ONLY
owner id
seals
`,,,,,,,,,,,,,,
ITY
DRAW
ti 40 NV
Q,
o....
revisions
# date
note
New Elementary School:
-Woods Creek
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WAKE COUNTY
PUBLIC SCHOOL SYSTEM
PROJECT 1355-19/19-166
DATE 04/20/2021
DRAWN HB/AR/KL
CHECKED KL
sheet name
SITE GRADING PLAN
AREA 2
sheet no
CO3 .02

5
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GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN HOLLY SPRINGS AND NCDOT STANDARDS AND
SPECIFICATIONS
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF CURB, UNLESS OTHERWISE
SHOWN.
3. TOTAL DENUDED AREA = _ AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS
NEEDED TO MATCH FINISH GRADE.
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNERS INDEPENDENT TESTING
LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH
DAY. SEE DETAIL ON SHEET C.......
7. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
8. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION
OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY W1111 ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES
BOTH ON AND OFF -SITE
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONIROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE
MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE
STOCKPILES AND/OR WASTE AREAS.
12. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0X
13. CONTRACTOR SHALL VERIFY ALL EX!S11NG ELEVATIONS WHERE NEW CONSTRUCTION JOIN OR CONNECT TO EXISTING
PAVEMENT, CURB AND OTHER RIGID STRUCTURES NOTIFY ARCHITECT IF DISCREPANCIES OCCUR.
GRADING LEGEND
EXISTING CONTOURS
FINAL CONTOURS
270.4' EXISTING SURVEY SPOT ELEVATION
270.50T
270.50
270.50TW
270.50BW
(A4)
FD
RD
CD
PROPOSED TOP OF CURB SPOT ELEVATION
PROPOSED GROUND/PAVEMENT ELEVATION
PROPOSED FINISHED GRADE AT TOP OF WALL ELEVATION
PROPOSED FINISHED GRADE AT BOTTOM OF WALL ELEVATION
STORM STRUCTURE NUMBER
EXISTING STORM DRAIN PIPE
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consultants
CLH
DESIGN
CLH Design, PA
400 Regency Forest Dr,
Suite 120
Cory, NC 27518
Phone: [phone]
Fox: 919.319.7516
Lk C-106, PE C-1595%
project status
PERMIT DRAWINGS FOR
REVIEW ONLY
owner id
seals
revisions
# date
note
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111
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WAKE COUNTY
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PROJECT 1355-19/19-166
DATE 04/20/2021
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sheet name
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GENERAL NOTES
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE W1TH ALL TOWN HOLLY SPRINGS AND NCDOT STANDARDS AND
SPECIFICA110NS
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF CURB, UNLESS OTHERWISE
SHOWN.
3. TOTAL DENUDED AREA = _ AC
4. CONTRACTOR SHALL ADJUST ALL EXISI1NG VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS
NEEDED TO MATCH FINISH GRADE.
5. ALL BACKFILL, COMPACTION, SOILS TESI1NG, ETC. SHALL BE PERFORMED BY THE OWNERS INDEPENDENT TESTING
LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH
DAY. SEE DETAIL ON SHEET C_._.
7. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
8. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION
OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES
BOTH ON AND OFF -SITE
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE
MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE
STOCKPILES AND/OR WASTE AREAS.
12. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0X
13. CONTRACTOR SHALL VERIFY ALL EX!S11NG ELEVA11ONS WHERE NEW CONSTRUCTION JOIN OR CONNECT TO EXISTING
PAVEMENT, CURB AND OTHER RIGID STRUCTURES. NOTIFY ARCHITECT IF DISCREPANCIES OCCUR.
GRADING LEGEND
270.4
270.50T
270.50
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EXISTING CONTOURS
FINAL CONTOURS
EXISTING SURVEY SPOT ELEVATION
PROPOSED TOP OF CURB SPOT ELEVA110N
PROPOSED GROUND/PAVEMENT ELEVATION
PROPOSED FINISHED GRADE AT TOP OF WALL ELEVATION
PROPOSED FINISHED GRADE AT BOTTOM OF WALL ELEVATION
STORM STRUCTURE NUMBER
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
PROPOSED FOUNDATION DRAIN DISCHARGE UNE SEE ARCH.
PLANS FOR DRAIN PIPE LOCATIONS ALONG BUILDING WALLS.
PROPOSED ROOF DRAIN
TREE PROTEC110N FENCE
CONDENSATE DRAIN
PUMP STATION AND U11U11ES BY OTHERS, SEE WITHERS
RAVENEL PLANS FOR INFORMATION
GRAPHIC SCALE
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sfkarchitecture.com
consultants
CLH
DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cory, NC 27518
Phone: [phone]
Fox: 919.319.7516
LA: C-106, PE; C-1595
project status
PERMIT DRAWINGS FOR
REVIEW ONLY
owner id
seals
revisions
# date
note
New Elementary School:
-Woods Creek
111
M
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PUBLIC SCHOOL SYSTEM
PROJECT 1355-19/19-166
DATE 04/20/2021
DRAWN HB/AR/KL
CHECKED KL
sheet name
SITE GRADING PLAN
AREA 4
sheet no
CO3.04

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SPECIFICATIONS
2. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER AND ARE DENOTED TO TOP OF CURB, UNLESS OTHERWISE
SHOWN.
3. TOTAL DENUDED AREA = _ AC
4. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS
NEEDED TO MATCH FINISH GRADE.
5. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE PERFORMED BY THE OWNERS INDEPENDENT TESTING
LABORATORY. (SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
6. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH
DAY. SEE DETAIL ON SHEET C_._.
7. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
8. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION
OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT
NO ADDITIONAL COST TO THE OWNER.
9. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE CODES IN OBSERVING EROSION CONTROL MEASURES
BOTH ON AND OFF -SITE
10. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL DEVICES AFTER EACH RAINFALL EVENT OR AS
DIRECTED BY STATE AUTHORITIES OR THE ARCHITECT.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE DISPOSAL OF ALL CLEARING AND GRADING WASTE
MATERIALS GENERATED DURING CONSTRUCTION AND FOR OBTAINING ALL APPLICABLE PERMITS FOR OFF -SITE
STOCKPILES AND/OR WASTE AREAS.
12. THE CROSS -SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.0X
13. CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION JOIN OR CONNECT TO EXISTING
PAVEMENT, CURB AND OTHER RIGID STRUCTURES. NOTIFY ARCHITECT IF DISCREPANCIES OCCUR.
GRADING LEGEND
EXISTING CONTOURS
FINAL CONTOURS
270.4' EXISTING SURVEY SPOT ELEVATION
270.50T
270.50
270.50TW
270.50BW
PROPOSED TOP OF CURB SPOT ELEVATION
PROPOSED GROUND/PAVEMENT ELEVATION
PROPOSED FINISHED GRADE AT TOP OF WALL ELEVATION
PROPOSED FINISHED GRADE AT BOTTOM OF WALL ELEVATION
(A4) STORM STRUCTURE NUMBER
FD
RD
CD
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
PROPOSED FOUNDATION DRAIN DISCHARGE LINE. SEE ARCH.
PLANS FOR DRAIN PIPE LOCATIONS ALONG BUILDING WALLS.
PROPOSED ROOF DRAIN
TREE PROTECTION FENCE
CONDENSATE DRAIN
40
r
r r
PUMP STATION AND UTILITIES BY OTHERS, SEE WITHERS
RAVENEL PLANS FOR INFORMATION
0 20
GRAPHIC SCALE
40
80
160
( IN FEET )
1 inch = 40 ft.
sfkarchitecture.com
consultants
CLH
DESIGN
CLH Design, PA
400 Regency Forest Dr.
Suite 120
Cary, NC 27518
Phone: [phone]
Fax: [phone]
LA: C-106, PE; C-1595
project status
PERMIT DRAWINGS FOR
REVIEW ONLY
owner id
seals
,-0Y1 CA13 < '
2
L IVII:I '?
✓ ' •
'AA. '.
's/til,,ir,,'2 \
revisions
# date
note
New Elementary School:
-Woods Creek
111
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4.1
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WAKE COUNTY
PUBLIC SCHOOL SYSTEM
PROJECT 1355-19/19-166
DATE 04/20/2021
DRAWN HB/AR/KL
CHECKED KL
sheet name
SITE GRADING PLAN
AREA 7
sheet no
CO3.06
0
D
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Wetland Sketch map
x
United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Phone: [phone] Fax: [phone]
In Reply Refer To:
Consultation Code: 04EN2000-2021-SLI-1084
Event Code: 04EN2000-2021-E-02422
Project Name: Proposed Woods Creek Elementary School
May 03, 2021
Subject: List of threatened and endangered species that may occur in your proposed project
location or may be affected by your proposed project
To Whom It May Concern:
The species list generated pursuant to the information you provided identifies threatened,
endangered, proposed and candidate species, as well as proposed and final designated critical
habitat, that may occur within the boundary of your proposed project and/or may be affected by
your proposed project. The species list fulfills the requirements of the U.S. Fish and Wildlife
Service (Service) under section 7(c) of the Endangered Species Act (Act) of 1973, as amended
(16 U.S.C. 1531 et seq.).
New information based on updated surveys, changes in the abundance and distribution of
species, changed habitat conditions, or other factors could change this list. Please feel free to
contact us if you need more current information or assistance regarding the potential impacts to
federally proposed, listed, and candidate species and federally designated and proposed critical
habitat. Please note that under 50 CFR 402.12(e) of the regulations implementing section 7 of the
Act, the accuracy of this species list should be verified after 90 days. This verification can be
completed formally or informally as desired. The Service recommends that verification be
completed by visiting the ECOS-IPaC website at regular intervals during project planning and
implementation for updates to species lists and information. An updated list may be requested
through the ECOS-IPaC system by completing the same process used to receive the enclosed list.
Section 7 of the Act requires that all federal agencies (or their designated non-federal
representative), in consultation with the Service, insure that any action federally authorized,
funded, or carried out by such agencies is not likely to jeopardize the continued existence of any
federally -listed endangered or threatened species. A biological assessment or evaluation may be
prepared to fulfill that requirement and in determining whether additional consultation with the
Service is necessary. In addition to the federally -protected species list, information on the
species' life histories and habitats and information on completing a biological assessment or

05/03/2021
Event Code: 04EN2000-2021-E-02422 2
evaluation and can be found on our web page at http://www.fws.gov/raleigh. Please check the
web site often for updated information or changes
If your project contains suitable habitat for any of the federally -listed species known to be
present within the county where your project occurs, the proposed action has the potential to
adversely affect those species. As such, we recommend that surveys be conducted to determine
the species' presence or absence within the project area. The use of North Carolina Natural
Heritage program data should not be substituted for actual field surveys.
If you determine that the proposed action may affect (i.e., likely to adversely affect or not likely
to adversely affect) a federally -protected species, you should notify this office with your
determination, the results of your surveys, survey methodologies, and an analysis of the effects
of the action on listed species, including consideration of direct, indirect, and cumulative effects,
before conducting any activities that might affect the species. If you determine that the proposed
action will have no effect (i.e., no beneficial or adverse, direct or indirect effect) on federally
listed species, then you are not required to contact our office for concurrence (unless an
Environmental Impact Statement is prepared). However, you should maintain a complete record
of the assessment, including steps leading to your determination of effect, the qualified personnel
conducting the assessment, habitat conditions, site photographs, and any other related articles.
Please be aware that bald and golden eagles are protected under the Bald and Golden Eagle
Protection Act (16 U.S.C. 668 et seq.), and projects affecting these species may require
development of an eagle conservation plan (http://www.fws.gov/windenergy/
eagle_guidance.html). Additionally, wind energy projects should follow the wind energy
guidelines (http://www.fws.gov/windenergy/) for minimizing impacts to migratory birds and
bats.
Guidance for minimizing impacts to migratory birds for projects including communications
towers (e.g., cellular, digital television, radio, and emergency broadcast) can be found at: http://
www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/towers/towers.htm; http://
www.towerkill.com; and http://www.fws.gov/migratorybirds/CurrentBirdlssues/Hazards/
towers/comtow.html.
Not all Threatened and Endangered Species that occur in North Carolina are subject to section 7
consultation with the U.S Fish and Wildlife Service. Atlantic and shortnose sturgeon, sea
turtles,when in the water, and certain marine mammals are under purview of the National Marine
Fisheries Service. If your project occurs in marine, estuarine, or coastal river systems you should
also contact the National Marine Fisheries Service, http://www.nmfs.noaa.gov/
We appreciate your concern for threatened and endangered species. The Service encourages
Federal agencies to include conservation of threatened and endangered species into their project
planning to further the purposes of the Act. Please include the Consultation Tracking Number in
the header of this letter with any request for consultation or correspondence about your project
that you submit to our office. If you have any questions or comments, please contact John Ellis
of this office at [e-mail].

05/03/2021
Event Code: 04EN2000-2021-E-02422 3
Attachment(s):
• Official Species List

05/03/2021
Event Code: 04EN2000-2021-E-02422 1
Official Species List
This list is provided pursuant to Section 7 of the Endangered Species Act, and fulfills the
requirement for Federal agencies to "request of the Secretary of the Interior information whether
any species which is listed or proposed to be listed may be present in the area of a proposed
action".
This species list is provided by:
Raleigh Ecological Services Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
[phone]

05/03/2021
Event Code: 04EN2000-2021-E-02422 2
Project Summary
Consultation Code: 04EN2000-2021-SLI-1084
Event Code: 04EN2000-2021-E-02422
Project Name: Proposed Woods Creek Elementary School
Project Type: DEVELOPMENT
Project Description: Proposed elementary school site
Project Location:
Approximate location of the project can be viewed in Google Maps: https://
www.google.com/maps/@35.68335755,-78.88924416030085,14z
Counties: Wake County, North Carolina

05/03/2021
Event Code: 04EN2000-2021-E-02422 3
Endangered Species Act Species
There is a total of 3 threatened, endangered, or candidate species on this species list.
Species on this list should be considered in an effects analysis for your project and could include
species that exist in another geographic area. For example, certain fish may appear on the species
list because a project could affect downstream species.
IPaC does not display listed species or critical habitats under the sole jurisdiction of NOAA
Fisheriesl, as USFWS does not have the authority to speak on behalf of NOAA and the
Department of Commerce.
See the "Critical habitats" section below for those critical habitats that lie wholly or partially
within your project area under this office's jurisdiction. Please contact the designated FWS office
if you have questions.
1. NOAA Fisheries, also known as the National Marine Fisheries Service (NMFS), is an
office of the National Oceanic and Atmospheric Administration within the Department of
Commerce.
Birds
NAME
Red -cockaded Woodpecker Picoides borealis
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/7614
Fishes
NAME
STATUS
Endangered
STATUS
Cape Fear Shiner Notropis mekistocholas
There is final critical habitat for this species. The location of the critical habitat is not available.
Species profile: https://ecos.fws.gov/ecp/species/6063
Flowering Plants
NAME
Endangered
STATUS
Michaux's Sumac Rhus michauxii
No critical habitat has been designated for this species.
Species profile: https://ecos.fws.gov/ecp/species/5217
Endangered
Critical habitats
THERE ARE NO CRITICAL HABITATS WITHIN YOUR PROJECT AREA UNDER THIS OFFICE'S
JURISDICTION.

■ ■...
—BM'. NC DEPARTMENT OF
■ EI= NATURAL AN❑ CULTURAL RESOURCES
■.■■■
May 3, 2021
Ashley Bentz
S&ME, Inc.
3201 Spring Forest Road
Raleigh, NC 27616
RE: Proposed Woods Creek Elementary School
Dear Ashley Bentz:
Roy Cooper, Governor
D. Reid Wilson, Secretary
Walter Clark
Director, Division of Land and Water Stewardship
NCNHDE-14590
The North Carolina Natural Heritage Program (NCNHP) appreciates the opportunity to provide
information about natural heritage resources for the project referenced above.
A query of the NCNHP database indicates that there are records for rare species, important natural
communities, natural areas, and/or conservation/managed areas within the proposed project
boundary. These results are presented in the attached `Documented Occurrences' tables and map.
The attached `Potential Occurrences' table summarizes rare species and natural communities that
have been documented within a one -mile radius of the property boundary. The proximity of these
records suggests that these natural heritage elements may potentially be present in the project area
if suitable habitat exists. Tables of natural areas and conservation/managed areas within a one -mile
radius of the project area, if any, are also included in this report.
If a Federally -listed species is documented within the project area or indicated within a one -mile
radius of the project area, the NCNHP recommends contacting the US Fish and Wildlife Service
(USFWS) for guidance. Contact information for USFWS offices in North Carolina is found here:
https://www.fws.gov/offices/Directory/ListOffices.cfm?statecode=37.
Please note that natural heritage element data are maintained for the purposes of conservation
planning, project review, and scientific research, and are not intended for use as the primary criteria
for regulatory decisions. Information provided by the NCNHP database may not be published
without prior written notification to the NCNHP, and the NCNHP must be credited as an information
source in these publications. Maps of NCNHP data may not be redistributed without permission.
Also please note that the NC Natural Heritage Program may follow this letter with additional
correspondence if a Dedicated Nature Preserve, Registered Heritage Area, Land and Water Fund
easement, or an occurrence of a Federally -listed species is documented near the project area.
If you have questions regarding the information provided in this letter or need additional assistance,
please contact Rodney A. Butler at rodnev.butlerncdcr.aov or 919-707-8603.
Sincerely,
NC Natural Heritage Program
DEPARTMENT OF NATURAL AND CULTURAL RESOVRCES
Q 121 W. JONES STREET. RALEIGH. NC 27603 • 16S1 MAIL SERVICE CENTER. RALEIGH. NC 27699
OFC 'M9.707.9120 • FAX [phone]

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Intersecting the Project Area
Proposed Woods Creek Elementary School
May 3, 2021
NCNHDE-14590
No Element Occurrences are Documented within the Project Area
There are no documented element occurrences (of medium to very high accuracy) that intersect with the project area. Please note, however, that although the
NCNHP database does not show records for rare species within the project area, it does not necessarily mean that they are not present; it may simply mean that
the area has not been surveyed. The use of Natural Heritage Program data should not be substituted for actual field surveys if needed, particularly if the project
area contains suitable habitat for rare species. If rare species are found, the NCNHP would appreciate receiving this information so that we may update our
database.
No Natural Areas are Documented within the Project Area
Managed Areas Documented Within Project Area*
1=ged rea ame110wner Owner Type
Harris Game Land Duke Energy Private
NOTE: If the proposed project intersects with a conservation/managed area, please contact the landowner directly for additional information. If the project intersects with a Dedicated Nature Preserve
(DNP), Registered Natural Heritage Area (RHA), or Federally -listed species, NCNHP staff may provide additional correspondence regarding the project.
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on May 3, 2021; source: NCNHP, Q1 April 2021. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 2 of 4

Natural Heritage Element Occurrences, Natural Areas, and Managed Areas Within a One -mile Radius of the Project Area
Proposed Woods Creek Elementary School
May 3, 2021
NCNHDE-14590
Element Occurrences Documented Within a One -mile Radius of the Project Area
Taxonomic EO ID Scientific Name Common Name
Group
t �
Last Element Accuracy
servation Occurrence
Date IM Rank
Federal
Status
State
tatus
Global State
Rank Rank
Dragonfly or 32043 Coryphaeschna ingens Regal Darner 2004-Pre
Damselfly
Reptile 35478 Ophisaurus attenuatus Slender Glass Lizard 1986-09-21
No Natural Areas are Documented Within a One -mile Radius of the Project Area
Managed Areas Documented Within a One -mile Radius of the Project Area
Managed Area Name
Harris Game Land
Owner
Duke Energy
H? 5-Very
Low
H 3-Medium
Owner Type
Private
Significantly
Rare
Significantly
Rare
G5 S2?
G5 S1
Definitions and an explanation of status designations and codes can be found at https://ncnhde.natureserve.ora/help. Data query generated on May 3, 2021; source: NCNHP, Q1 April 2021. Please
resubmit your information request if more than one year elapses before project initiation as new information is continually added to the NCNHP database.
Page 3 of 4

May 3, 2021
0
NCNHDE-14590: Proposed Woods Creek Elementary School
Project Boundary
Buffered Project Boundary
Managed Area (MAREA)
1:24,349
0 0.2 0.4 0.8 mi
i ti ti ti 5
0 0.325 0.65 1.3 km
Sources' Esri, HERE, Garmin,, Intermap, increment P Corp_, GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esn Japan,
METI, Esri China (Hong Kong), (c) OpenStreetMap contributors, and the GIS
User Community
Page 4 of 4

Drawing Path: T:\ENV\Projects\2015\4305-15-172B WCPSS E-51 M-XX Apex Site_Additional NR Services\GIS\SHPO.mxd plotted by abentz 05-03-2021
Andrew Gordon
House: WA1062
House: WA1063
W odetlog
House: WA1064 SW
all
House: WA1061
Allen Farm:
WA1060
0
Edwards -Goodwin
House: WA1065
REFERENCE:
GIS BASE LAYERS WERE OBTAINED FROM THE 2017 NCONEMAP AERIALORTHOIMAGERY
LAYER AND THE APRIL 2021 NC SHPO GIS DATA. THIS MAP IS FOR INFORMATIONAL
PURPOSES ONLY. ALL FEATURE LOCATIONS DISPLAYED ARE APPROXIMATED. THEY ARE
NOT BASED ON CIVIL SURVEY INFORMATION, UNLESS STATED OTHERWISE.
HISTORIC RESOURCE EXHIBIT
PROPOSED WCPSS E-51/M-XX SITE
WOODS CREEK ROAD
APEX, WAKE COUNTY, NORTH CAROLINA
�h9
Shearon Harris
Project
Houses: WA3715
0 Historic Resource
Project Area
SCALE:
1 " = 1,000
DATE:
5-3-21
PROJECT NUMBER
4305-18-172B

National Flood Hazard Layer FI RMette
FEMA
Legend
78°53'38"W 35°41'10"N
AREA OF MINIMAL,,FLOOD ARID
z0 E 'zt
3720073000J
..5f2f2006
0 250 500
Feet
1,000 1,500 2,000
Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020
78°53'W 35°40'41"N
1:6,000
SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT
SPECIAL FLOOD
HAZARD AREAS
Without Base Flood Elevation (BFE)
Zone A, V, A99
With BFE or Depth ZoneAE, AO, AH, VE, AR
Regulatory Floodway
OTHER AREAS OF
FLOOD HAZARD
OTHER AREAS
GENERAL
STRUCTURES
OTHER
FEATURES
MAP PANELS
0
0.2% Annual Chance Flood Hazard, Areas
of 1% annual chance flood with average
depth less than one foot or with drainage
areas of less than one square mile zonex
Future Conditions 1% Annual
Chance Flood Hazard zonex
Area with Reduced Flood Risk due to
Levee. See Notes. zonex
Area with Flood Risk due to Leveezone D
NO SCREEN Area of Minimal Flood Hazard
Effective LOMRs
Area of Undetermined Flood Hazard
- — - - Channel, Culvert, or Storm Sewer
i i i i i i i Levee, Dike, or Floodwall
20.2 Cross Sections with 1% Annual Chance
77.5 Water Surface Elevation
8 — — — Coastal Transect
^^••^^•5l3 -« Base Flood Elevation Line (BFE)
Limit of Study
Jurisdiction Boundary
Coastal Transect Baseline
Profile Baseline
Hydrographic Feature
Digital Data Available
No Digital Data Available
Unmapped
N
The pin displayed on the map is an approximate
point selected by the user and does not represent
an authoritative property location.
This map complies with FEMA's standards for the use of
digital flood maps if it is not void as described below.
The basemap shown complies with FEMA's basemap
accuracy standards
The flood hazard information is derived directly from the
authoritative NFHL web services provided by FEMA. This map
was exported on 5/3/2021 at 12:35 PM and does not
reflect changes or amendments subsequent to this date and
time. The NFHL and effective information may change or
become superseded by new data overtime.
This map image is void if the one or more of the following map
elements do not appear: basemap imagery, flood zone labels,
legend, scale bar, map creation date, community identifiers,
FIRM panel number, and FIRM effective date. Map images for
unmapped and unmodernized areas cannot be used for
regulatory purposes.