20200819 Ver 1_More Info Received_20200723

DWR
Olrlslon of Water Resources
Pre -Construction Notification (PCN) Form
April 11, 2020 Ver 3.1
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
C Yes r No
Change only if needed.
BIMS # Assigned
20200819
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Select Project Reviewer*
Amy Annino:eads\amannino
Information for Initial Review
1a. Name of project:
Shinning Rock Classical Academy
1a. Who is the Primary Contact?*
Mr. Dean Boik, Director of Development Services
1b. Primary Contact Email:*
[e-mail]
Date Submitted
7/23/2020
Nearest Body of Water
Factory Branch
Basin
French Broad
Water Classification
B
Site Coordinates
Latitude: Longitude:
35.521950-82.986955
A. Processing Information
County (or Counties) where the project is located
Haywood
Is this a NCDMS Project
r Yes r No
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Version#*
1
Reviewing Office*
Asheville Regional Office - [phone]
1c. Primary Contact Phone:*
[phone]
V
1b. What type(s) of permit(s) do you wish to seek authorization?

W Nationwide Permit (NWP)
r Regional General Permit (RGP)
r Standard (IP)
1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
r 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
39 - Commercial/Institutional Developments
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:
R 401 Water Quality Certification - E)press
r Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
r Owner W Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Robert H Noland
2b. Deed book and page no.:
2c. Responsible party:
2d.Address
Street Address
180 JULE NOLAND DR
Address Line 2
city
Waynesville
Postal / Zip Code
27786
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Rovince / Region
NC
Country
USA
2f. Fax Number:
r- Yes r No
r Yes r No
3. Applicant Information (if different from owner)

3a. Name:
Mr. Dean Boik, Director of Development Services
3b. Business Name:
BC Construction Group
3c.Address
Street Address
400 W. North St. STE 112
Address Line 2
City
Raleigh
Postal / Zip Code
27603
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
4. Agent/Consultant (if applicable)
4a. Name:
Kevin Thomas
4b. Business Name:
Civil & Environmental Consultants, Inc.
4c.Address
Street Address
3701 Arco Corporation Dr., Suite 400
Address Une 2
CRY
Charlotte
Postal / Zip Code
28273
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
State / Rmince / Fegion
NC
Country
USA
3e. Fax Number:
[phone]
State / Province / Region
NC
Country
USA
4e. Fax Number:
[phone]
3. Signed AUTHORIZATION FORM.pdf 289.39KB
C. Project Information and Prior Project History u
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality / town:
Waynesville
2. Project Identification
2a. Property Identification Number:
2b. Property size:
8616-48-1684
15.69
2c. Project Address
Street Address
289 Maple Grove Church Road
Address Line 2
(Sty
State / Rovince / Region
Waynesville
NC
Postal / Zip Code
Country
28786
USA
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Factory Branch

3b. Water Resources Classification of nearest receiving water:*
B
3c. What river basin(s) is your project located in?*
French Broad
3d. Please provide the 12-digit HUC in which the project is located.
060101060202
4. Project Description and History
4a. Describe the existing conditions on the site and the general land use in the vicinityof the project at the time of this application:*
The Project is located in a rural setting within a mixed -use commercial and multi to single-family residential area in Waynesville, Haywood County, North Carolina (See attached Waters
of US and Protected Species Report). The Project is bordered on the west by Russ Ave. (Hwy 276), north by Jule Nolan Dr. and south by Maple Grove Church Rd.
The Project consists of an open grassed field, pasture with undeveloped wooded areas along the north, and more hedge row wooded areas along the west, east and south boundaries.
Adjacent land parcels include a combination of commercial buildings and multi to single-family residential dwellings
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r 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)
302078_PJWD_Fig2. pdf
1.95 MB
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)
302078_PJWD_Fig4A.pdf 1.46MB
302078_PJWD_Fig4B.pdf 561.35KB
4f. List the total estimated acreage of all existing wetlands on the property:
0.082
4g. List the total estimated linear feet of all existing streams on the property:
431
4h. Explain the purpose of the proposed project:*
The proposed project is a private charter school, K5-12, with a proposed student population of 650. The school is presently operating at another leased site and are relocating to this
site as a permanent home. The school will require a building, 2 stories in height, including administration offices, 50+ classrooms, a gymnasium, and required restroom facilities. The site
will include a teacher/visitor parking lot, a student parking lot, and appropriate parent stacking lanes for student drop off and required bus lanes and bus parking.
41. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The site is located on a parcel which rises in elevation at moderate to steep slopes (up to 2:1) toward the center of the parcel from the adjacent roads (Russ Ave., Jule Noland Dr.). The
school building will be located near the center of the site with associated parking and drives for drop-off stacking surrounding the building and accessing the site from Russ Ave. The
area where the eAsting wetland is located will need to be impacted to provide an amenity area due to lack of open, usable space on the property.
4j. Please upload project drawings for the proposed project.
302078-CV01-C200 Overall Site Plan.pdf 935.94KB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes r No r Unknown
Comments:
Delineated by CEC on 5.31.2020
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-2020-01029
Sc. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Kevin Thomas & David Campbell
Agency/Consultant Company: Civil & Environmental Consultants, Inc.
Other:
5d. List the dates of the Corp jurisdiction determination or State determination if a determination was made bythe Corps or DWR
06.15.2020
5d1. Jurisdictional determination upload
SAW-2020-01029 BC Construction Group -Shining Rock Classical Academy JD.pdf 2.68MB
6. Future Project Plans
6a. Is this a phased project?*

r Yes r No
Are anyother NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed projector related activity?
This is a single and complete project.
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
W Wetlands r Streams -tributaries F Buffers
r Open Waters r Pond Construction
2. Wetland Impacts
2a1 Reason (?) 2b. Impact type * (?) 2c. Type of W.* 2d. W. name * 2e. Forested * 2f. Type of 2g. Impact
Jurisdicition*(?) area*
WA 1 Fill L
NON NCWAM TYPES WA 1 No Both 0.057
(acres)
2g. Total Temporary Wetland Impact
0.000
2g. Total Wetland Impact
0.057
2h. Comments:
2g. Total Permanent Wetland Impact
0.057
Unavoidable impact to create usable area for school amenities, See Attached Impact and Cross Section Drawings in Miscellaneous attachments not
previously requested
E. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The Regional Conditions do not allow WOUS impacts due to Stormwater ponds, forcing a site plan change. This limited the open areas available for
school playground amenity site as well as the steep sloping topography, except for the wetland impact location. See attached avoidance and mitigation
figures 1-2, in Misc. section
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The limit of disturbance will be staked and construction fence installed to create a physical barrier from the project site prior to earth moving activities.
Double row silt fence will be utilized at the downstream ends of the project to ensure no impacts to the wasting stream on the adjacent property. Silt
fence will be installed along the upstream project limit in the wetland area to ensure no additional to the wetland beyond the property line.
Once grading commences, the dam of the proposed BMP will be stabilized using erosion control matting and seeding. The pond outfall will be
designed with outlet protection to diffuse flow prior to leaving the site, upslope of the stream on the adjacent property per NCDEQ requirements.
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?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
Below regional mitigation threshold.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
If no, explain why:
In the French Broad Watershed, no riparian buffers required.
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
r Yes r 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?

r- Yes r No
r- N/A - project disturbs < 1 acre
3. Stormwater Requirements
3a. Select whether a completed stormwater management plan (SMP) is included for review and approval or if calculations are provided to document the project will not cause
degradation of downstream surface waters.*
r Stormwater Management r^ Antidegradation
Plan Calculations
3b. Stormwater Management Plan
302078-HYD1 Existing Hydrology.pdf 492.78KB
302078-HYD2 Proposed Hydrology.pdf 832.3KB
302078-CV01-C400 SW Plan.pdf 935.73KB
3c. Antidegradation Calculations
Comments:
Storm Water Management plan is designed to meet state water quality requirements and reduce peak runoff rates at the discharge points
G. Supplementary Information
1. Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
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)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r- Yes r No
3b. If you answered "no," provide a short narrative description.
No, this is a single and complete project.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r- Yes r Nor NIA
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?*
r- Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r- No
5c. If yes, indicate the USFWS Field Office you have contacted.
Asheville
5d. Is another Federal agency involved?*
r- Yes r No r Unknown
5e. Is this a DOT project located within Division's 1-8?
r- Yes r No
5f. Will you cut anytrees in order to conduct the work in waters of the U.S.?
r- Yes r No
5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r- Yes r No
51. 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.?
r Yes r No

5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS IPAC and NC Heritage Program Database search. See attached Waters of the US and Protected Species Habitat Report.
Consultation Documentation Upload
WoUS TE Report docx.pdf 13.74MB
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
mm.habitat.noaa.gov/protection/efh/efhmapper/
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 status?*
r Yes
r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
State Historic Database Search. see attached document.
7c. Historic or Prehistoric Information Upload
302078_HistoricFiguresmap.pdf 1.9MB
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?*
https://msc.fema.gov/portal/search. Site is located in Flood Zone X
Miscellaneous
Comments
See Attached Impact and Fill Cross Section Drawings in Miscellaneous attachments not previously requested
Miscellaneous attachments not previously requested.
FEMA Firm Map.pdf
Avoidance And Mitigation Figure 1.pdf
Avoidance and Mitigation Figure 2.pdf
302078-CV01-Wetland Impact Figures.pdf
r —
Signature
*
® By checking the box and signing below, I certify that:
5.41 MB
558.51 KB
718.47KB
411.07KB
u
• 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:
Kevin Thomas
Signature
Date
7/23/2020

Civil & Environmental Consultants, Inc.
AGENT AUTHORIZATION FORM
PROJECT NAME: BC CONSTRUCTION GROUP -SHINNING ROCK CLASSICAL ACADEMY.
PARCEL ID: 8616-48-1684
PROPERTY OWNER ROBERT H NOLAND
PROPERTY OWNER (SIGNATURE):
OWNER ADDRESS, CELL # AND EMAIL:
180 JULE NOLAND DR
WAYNESVILLE, NC 27786
828-421-0421
robertn 1 @bellsouth.net
TELEPHONE #: KEVIN THOMAS; POC, 410-259-4745
THE ABOVE SIGNED, REGISTERED PROPERTY OWNER(S) OF THE ABOVE NOTED PROPERTY, DO HEREBY
AUTHORIZE KEVIN THOMAS , OF CIVIL & ENVIRONMENTAL CONSULTANTS INC. (CEC) TO
ACT ON MY BEHALF AND TAKE ALL ACTIONS NECESSARY FOR THE PROCESSING, ISSUANCE AND
ACCEPTANCE OF THE PERMIT OR CERTIFICATION AND ANY AND ALL STANDARD AND SPECIAL
CONDITIONS ATTACHED. THIS AGENT AUTHORIZATION FORM ALLOWS FOR THE U.S. ARMY CORPS
OF ENGINEERS (USACE) TO HAVE THE LEGAL AUTHORITY TO REVIEW THE JURISDICTIONAL
DETERMINATOIN, PRE -CONSTRUCTION NOTICE OR INDIVIDUAL PERMIT, ISSUE THE DETERMINATION
OR PERMIT, AND PERFORM SITE VISITS.
NOTICE: THIS AUTHORIZATION, FOR LIABILITY AND PROFESSIONAL COURTESY REASONS, IS VALID
ONLY FOR GOVERNMENT OFFICIALS TO ENTER THE PROPERTY WHEN ACCOMPANIED BY CEC STAFF.
PLEASE CONTACT THE ABOVE CEC AGENT TO ARRANGE A SITE MEETING PRIOR TO VISITING THE
SITE.
CEC PROJECT #: 302-078
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1. EXISTING CONDITIONS BASE PROVIDED BY CIVIL &
ENVIRONMENTAL CONSULTANTS, INC. - "302-078 SV01
TOPO.dwg'; RECEIVED ON 05/08/2020.
2. BUILDING FOOTPRINT PROVIDED BY TATE ARCHITECTURE
PLLC. entitled "x-base-bccg-SR-04-2020-revised.dwg"
RECEIVED ON 05/14/2020.
WATER TAP CONNECTION
TO EXISTING 6" WATERMAIN
ZONING INFORMATION
ADDRESS: JULE NOLAND DRIVE-1 y y y y y Y 0 40 80
WAYNESVILLE, NC 28786
NORTH CAROLINA
PARCEL ID: 8616-48-1684 NOTE: BOARD OF EXAMINERS
EXISTING WETLAND FOR ENGINEERS AND BEFORE YOU DIGI
ZONE X (NOT WITHIN 100-YEAR FLOODPLAIN) CALL 1-800-632-4949
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DRAWING NO.:
C200

—
� --�
CONCENTRATION TIME (6 MIN.)
\ \
SHEET FLOW- 100' ® 10.2% (n=0.15)
NORTH POINT OF INTEREST #1
384' SHALLOW CONC. FLOW
1 \ \ ) \ \ STREAM SA-
\ PRE -DEVELOPMENT DRAINAGE AREA 1
J STREAM SA 1 ' � �� ��\ \ \ \ I I I r' � (I I ( I I Z ( l I I WOODS, GOOD (B) = 0.51 AC
\\� \ < < \ \ 1 \\ \ \ OPEN SPACE, GOOD B = 1.02 AC
OPEN SPACE, GOOD C
a\\ �r\\\ \ \\\ \ \\\��` �\` CN = 74 = 1.55 AC
CONCENTRATION TIME (6 MIN.) �=H11 I I I / / / 6¢ \ �\ \a6,\ \\\\��\\\ \ \\\�� ��\����
SHEET FLOW- 100' ® 7.8% (n=0.15) EvE(TYPE B/C) I I I I I I (/ / n \ p J _ __� \ "o\ \ \\� \\\ ���\ �= TOTAL AREA 3.08 AC
=
\\ vv �� �A 268p; CN = 67
SHALLOW CONC. FLOW- 234' ®25.3% I I IIII / / I I 6Sp '__ __ \\ \ \ \\ TC = 6 MIN
I I' I 11 IIII IIII IIII // / DsC(TYPE B)---
I 2660 \
\
I 111I 1 l \ \J \ \ \ _ _
POINT OF INTEREST #2
(JULE NOLAND DR)
—�
PRE -DEVELOPMENT
DRAINAGE AREA 2
WOODS, GOOD
(C)
= 1.87 AC
CN = 65
OPEN SPACE,
GOOD
(8) = 0.41 AC
CN = 61
OPEN SPACE,
GOOD
(C) = 2.33 AC
CN = 74
EXISTING IMPERVIOUS AREA = 0.10 AC
CN = 98
TOTAL AREA =
4.71
AC
CN = 70
TC = 6 MIN
LEGEND
HaC2(TYPE B)
?6 �
\ \?6,10111
,� p / PRE -DEVELOPMENT DRAINAGE AREA 3
\�, WOODS, GOOD C\ I I I I I I l
\ \\?6pp \� �EvD(TYPE B/C) \ IIII/I(I I I �/ CN = 65 O = 0.57 AC
lo�lOPEN SPACE, GOOD (B) = 1.78 AC�__,� CN = 61 ;,—� 1 I I II II \\ \
\ \ \ \ I I I� \\\� \�\ / - OPEN SPACE, GOOD (C) = 3.61 AC \ l I \\ \
SUBBASIN AREA \ � \' \\ / I i I \ �� \ -- IIIII \ \ \ �
P
WOODED AREA "B" TYPE SOIL
WOODED AREA "C" TYPE SOIL
OPEN SPACE "B" TYPE SOIL
OPEN SPACE "C" TYPE SOIL
CONCENTRATION TIME FLOWPATH
PREFERENCE
1. EXISTING TOPOGRAPHY WAS PROVIDED AT 2-FT CONTOUR
INTERVALS BY CIVIL & ENVIRONMENTAL CONSULTANTS.
SURVEY WAS PERFORMED APRIL 2020.
TOTAL AREA = 5.96 AC
\\�\�
9
TC = 7MINCA
CONCENTRATION TIME (7 MIN.)
SHEET FLOW- 100' ® 15.3%
(n=0.15)
POINT OF INTEREST #3
\ \ \
SHALLOW CONC. FLOW- 681'
08.4%
(RUSS AVE)
i i i SHINING ROCK \
SCALE IN FEET [1A,=,- CLASSICAL ACADEMY
0 120 240 Civil & Environmental Consultants, Inc. JULE ESVILOLAD DRIVE
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273 WAYNESVILLE NC
Ph: 980.237.0373 • Fax: [phone] DRAINAGE AREA
www.cecinc.com PRE -DEVELOPMENT
DRAWN BY: MSJ CHECKED BY: DPC APPROVED BY: FIGURE NO.:
DATE: JUNE 20201 DWG SCALE: 1 120'1 PROJECT NO: 302-078 HYD-1

a
y
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\\
%�\\ \ \ \\\ \\\ \\\ \
\\\ \ \\\\ \ \ \\\\
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\
\\ \\—�\NORTH \ \l\\1lI\lI\l1\11 \1\ \l \
_ \I1(I1\ \I \IN\\\ XWN
AGE POST -DEVELOPMENT DRAINAREA 1
WOODS, GOOD (B) = 0.36 AC \\\ \
CN=58 \\\
OPEN SPACE, GOOD B 0.5�\\\\\N X i%2 AC
CN s,
/
�/1I/
/
\
OPEN SPACE, GOOD (C) 1.04 AC POINT OF EREST #1CN 74 1
/
INT
1
/
\
I
I
/-- /
\ I TOTAL AREA = 1.92 AC \ (STREAM SA 1)
POST -DEVELOPMENT DRAINAGE AREA 2.B CN = 67 �` \\J \ \ \ \ \ \� l
WOODS, GOOD (C) = 0.06 AC ��� I \ \\\ \ \\�� — \ I /jq(TC = 6 MIN \ .\ \�, �� _- \\1 I ( /—_--_ \\ \ \ \ \=
OPEN SPACE, GOOD (B) = 0.33 AC ® / / // / ^ _\ �_ \\`\ 1 \ \ STREAM SA 1. \ r \� \ \� l I �Il ( ( — — — — ^\ / / / // \ \\ \
CN = 61 ' \ \tea \ \\ \��� �� \ \ \\\\ \ 2 \ \ \ \\ \ \�`— J,�� --—
OPEN SPACE. GOOD (C) = 1.25 AC 1 \\ �� "\ \ \� \� �nl\ \\\\ \ \\\�\\\\\\�
CN = 74
IMPERVIOUS AREA (C) = 2.4 AC\�\ \\\\\
_ \ — — \\\ \ ��� ����� �� EXISANG OFFSITE
TOTAL AREA 4.04 AC \ \ \\V A������V� �— RUNOFF TO BE
TC = 6 MIN 1 \ \ �� \� �\ \ Dl1/ERTED THROUGH SITE
\\\ 11.8 ACRES
POINT OF INTEREST2
(JULE NouwD DR)
POST -DEVELOPMENT DRAINAGE AREA 2.A
WOODS, GOOD (C) = 1.39 AC �� - — ____ _— — —� �/ J>1� �/ i�/i/ // // l l l (III 1 I (( I \ \
CN=65
OPEN SPACE, GOOD (B) = 0.08 AC
CN = 61<��\
CNEN SPACE, GOOD (C) = 1.02 AC `\ —/_�i�// //
EXISTING IMPERVIOUS AREA = 0.10 AC
\ \ WWI i �--
TOTAL AREA = 2.59 AC
CN=70
TC=6MIN
LEGEND
PAM a SUBBASI
N
POST -DEVELOPMENT D AREA 3
\\\\ I I Y EN 6PACE, GOOD (B) 0.41 AC
CN
OPEN SPACE, GOOD (C) = 1.28 AC
PERVIOUS AREA = 1.71 AC �i/\ III / IMPERVIOUS (
CN = 98
AREA
TOTAL AREA = 3.4 AC
\\\\ CN = 85
IMPERVIOUS AREAIN
\\ \\\\
-�
POST —DEVELOPMENT DRAINAGE AREA 3.A
WOODED AREA „B„ TYPE SOIL
\ \ \\\
---
—
WOODS, GOOD (C) = 0.28 AC
\\\\ \
__�
CN = 65
WOODED AREA "C" TYPE SOIL /
_ \ __ _
OPEN SPACE, GOOD (8) = 0.31 AC
—� ___
— _ _ _ _ — — --
!�
_�
�\ \
CN = 61
SPACE, GOOD
OPEN SPACE "B" TYPE SOIL _ J J�
(C) = 1.05 AC
CN
1
_
OPEN SPACE "C" TYPE SOIL
\
—
IMPERVIOUS AREA = 0.17 AC
CN = 98—�—
_ — — —
POINT OF INTEREST #3
CONCENTRATION TIME FLOWPATH �,' (RUBS AVE) TOTAL AREA = 1.81 AC
REFERENCE
EXISTING TOPOGRAPHY WAS PROVIDED AT 2—FT CONTOUR
INTERVALS BY CIVIL & ENVIRONMENTAL CONSULTANTS.
SURVEY WAS PERFORMED APRIL 2020.
JAV
ii SHINING ROCK
SCALE IN FEET CLASSICAL ACADEMY
A 1A 0 150 300 Civil & Environmental Consultants, Inc. JULE N DRIVE
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273 WAYNESVND SVILLE NC
Ph: 980.237.0373 • Fax: [phone] DRAINAGE AREA
www.cecinc.com POST -DEVELOPMENT
DRAWN BY: MSJ I CHECKED BY: DPC APPROVED BY: I FIGURE NO.:
DATE: JULY 20201 DWG SCALE: 1 "=150' PROJECT NO: 302-078 H)

E
NORTH
LEGEND
7 3 2
PROPOSED LIMIT OF DISTURBANCE \ J
(t12.0 ACRES)
SAIV / SAN A
EXISTING STREAM SA 1 \ \ \ \ \ \ \ \ \ \ \
NO PROPOSED IMPACTS)
I , v
oC
OUTLET CONTROL STRUCTURE B \V\\V V\A I�A\ V IA PROPOSED
OSEDI I I I
O
RETAINING WALL
z(4'x4' RCP RISER, 3'x3' CLEAR INSIDE) LF W O
POINT OF IN1 REST #1 cc FTOP: 2591.00 WET POND B ±11' HEIGHT WEIR: 2590.00 (STREAM SA Z010" ORIFICE: 2588.75 -- --
1.5" ORIFICE: 2587.00 (PERM. POOL) BYPASS PIPE NETWORK TO pOUTLET PROTECTION 1 IE(OUT): 2582.25avw
IE: 2623.4 HW2 / AROUND PROPOSED STORM
R/M-2586.95 \ V I I I I I ---_-_ � \ - WATER BMP \ W
V I I �� -PARCEL LINE v �
/Nv-2�584. 12 (TyP)�
1pk
- - SUBJECT PROPERTY LINE
- - ADJACENT PROPERTY LINE RlM-2585.76
EXISTING TREELINE -258I II I I II 1\ o� I cA II I I vPL�AYFIELD
vo I ) / / / / \ - A ���� AREA
EXISTING EDGE OF PAVEMENT
EXISTING SIDEWALK OS_B �
I I I I I M / // /' \ \ O
1 � � �� ��� �� / v z
• PROPOSED LIMIT OF DISTURBANCE I� \ I I I I I �/ / 40
PROPOSED RETAINING WALL
QUEUING LENGTH
I IA I I\11 1111� - -
PROPOSED PAVEMENT RIM-2585.04 \ \ \ I I I I / / / / / /cm
INV-2581.22 I I \ I I I I I -- SA YI2 �o - �� - co
PROPOSED FIELD Q 03 I I I I I I I I I� I I I / / 04
I
z PROPOSED GRAVEL DRIVE s `s MH2 I I III I I I I I I / I l /�� -- - - _
EXISTING WETLAND A cm
PROPOSED TREELINE I I I I I III I I l I I 13 / _ (PROPOSED IMPACTS ,-1 O � j
R?M-2585. 08 I I I I I I I I I I l/ / I I I / / - ----- WITHIN LIMIT OF '� =o
lNV-2581.86
PROPOSED INDEX CONTOUR I _ /���-- -_ ,� --- D/STURLMNCE) U2 c)
I I I 1 1 1 / / ' I I ( \ 1 cc
PROPOSED INTERMEDIATE CONTOUR II I II II I I IIII•II II �I I , PROPOSED BUILDING (PHASE I) `.- \ (---
/
U cm
BEND FFE: 2650.00 •
W PROPOSED WATER SERVICE ;, _- 1 �, O 0) E
SAN PROPOSED SEWER SERVICE Q I I I I I I I I I I I I . a .:' ` `co 0
PROPOSED STORM SEWER I \ / LL c
1 1 I 1 1 1 I
/� II � �...: , \ ,.,�- �� 11 b C� °� cc
I I III I I I III I \ \\ �2640 \ I i / V� --- � N
POINT OF INTEREST 2 RIM-2585.84 I IIII l / l y�1 i��\J/ -_ \ m Q� ti U
# I /NV-258328 I I I I / / \ \ ` �(► I I I \ -_ 1 a> c )
(JULE NOLAND DR) I I I I I // J I I I I / - z >- o
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ch
N
N a
1I I 1 1 II 11 v v vv vv 11 II II I �� es I vv �' o a
\\\\ \\I I I I I I I I I I I \\ \\ \\ \\ / \ 1 I I I I � N � / U
N h I (� �/ w o
� I ( / Q
I I \\\VA \V\ A\V\A\\ V N
PROPOSED BUILDING (PHASE II)A VA\ \ \ V �o
FFE: 2650.0r
I VA V A V A V A v\ TRIBUTARY TO POND B
I \ AV \\ V AV (POST -DEVELOPED SUBBASIN 2B)
\\ \\\VA\ \A \\ \ TOTAL AREA= 4.1 ACRES
C62
I 1 \�\\\�-�
AVN,
_ \\VAA V\\\VA ������ � ��Av� A� •� \\ V A A �V / I / 26 \\ W
v v v v v v v v v v v v CI1 v v
LOT AREA AND COVERAGE \ \\\\\\\ RIM-2588. 13 ��� ` `\ \\\ ` ` \ \ l 0 Z
\ \\\ \\\ \ / � \ \\
VAVA INV-2583.64 ������� v vA \ \ \\ \ V A \ \ v , / / Lit
V U W
LOT AREA: 13.79 ACRES \ \ v� v � �� ���� �� ?6� ���� \\ \ \ \ vvvvv C63 Pg ` A V v ----- A 0 W
\\ v EXISTING RIM-2587.28 vA v VA V A \ \ \ v / - A• - - v ♦R Z
\\ Z \ \
Q \ v IN - 32
2582.
TREE AREA: 2.44 ACRES
OPEN SPACE AREA: 11.25 ACRES \ \ �� �� �� \ �\ \ \ \ \\ \ \ \ \ �� �� - �� \ \ W
\ v A\v vv\v v vvv vA YI3 / v v v-O
IMPERVIOUS AREA (JULE NOLAND) 0.10 ACRES
PROPOSED \\ \?`S9 \vv v\v\vv V\\\ V A\V\\VA\\�V��� ����� 2630
IMPERVIOUS AREA: 4.41 ACRES-2620 air
TREE AREA TO REMAIN: 2.32 ACRES cn \ \ \ \ \ \ \
\ RIM-2587. 50
OPEN SPACE AREA (INCL. BMP'S): 7.06 ACRES lNV-2579.85
TREE AREA TO BE CLEARED: 0.08 ACRES \\\\\\ \ \\ \ \� TRIBUTARY TO POND A �\ 2610
\ \ \ \\ \ \\ \ (POST -DEVELOPED SUBBASIN 3B)
IMPERVIOUS COVERAGE RATIO: 32% \ \\ \\ \_ \ \ \ N-2580 81 \\\ \� TOTAL AREA= 3.8 ACRES \\ \\ \\ OS -A)
(HIGH DENSITY PROJECT)
WET POND A \V v X
00
\ v \ v v v INV- 07 18 '� \ v v _ - - N
RIM-2584.88 � \ � ,
INV-2579.90 \ RlM-2591. 66 \ \\ \ \ \ L G13 -- _ - \ 9
lNV-2578. 88 \ Y INVRIM /252588. 36 \ \ \ \cm
- - _ _ _ _ - - - - _ RIM-2620.01 M
/NV OUT-2586.55 " \ \ EXIST/NG 15 " PIPE TO �� - .. RIM-2614. \_ lNV-2616. 61
\ REMAIN (20 LF ® 37Z) - M H 1 - - = INV-2610. 42
- - _ A
rt - W
1S 1S �1S v v
-_----- ---- / / / OUTLET CONTROL STRUCTURE A 0 }
REFERENCE
1. EXISTING CONDITIONS BASE PROVIDED BY CIVIL &
ENVIRONMENTAL CONSULTANTS, INC. - "302-078 SV01
TOPO.dwg'; RECEIVED ON 05/08/2020.
2. BUILDING FOOTPRINT PROVIDED BY TATE ARCHITECTURE
PLLC. entitled "x-base-bccg-SR-04-2020-revised.dwg"
RECEIVED ON 05/14/2020.
- RIM-260213 (4'x4' RCP RISER, 3'x3' CLEAR INSIDE)
EXISTING NCDOT INV-2597.96 TOP: 2612.75 /
ry�
Z
z
o
STORM SEWER (TYP.) ORIFICE: 2611.75 I
I
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_ _ -10" _ _ _ _
o 1.5" ORIFICE: 2610.00 (PERM. POOL) -
Z
T_
\ \ IE(OUT): 2623.00 \
JJa
POINT OF INTEREST #3 \ \ _
\I
cco
W a
cm0
N
Z
I (RUBS AVE) \
Q
cn
,M M u�
M � M � \ \
cn
a
M R/M-2583.23
NUMBER
MINIMUM ELEVATION
MAXIMUM ELEVATION
COLOR
PLAN AREA (2D)
PLAN AREA (3D)
1
-30.0
-15.0
52,203 SF
54,405 SF
2
-15.0
-5.0
108,504 SF
113,545 SF
3
-5.0
5.0
166,354 SF
172,857 SF
4
5.0
10.0
39,558 SF
40,629 SF
5
10.0
20.0
28,123 SF
28,497 SF
NOTE:
ZONE X (NOT WITHIN 100-YEAR FLOODPLAIN)
PER FEMA MAP, TOWN OF WAYNESVILLE MAP ID 3700861600J, EFFECTIVE 4/3/2012
SCALE IN FEET
0 40 80
NORTH CAROLINA
BOARD OF EXAMINERS N%zoor
FOR ENGINEERS AND BEFORE YOU DIGI
SURVEYORS LICENSE CALL 1-800-632-4949
N.C. ONE -CALL CENTER
NO. C-3035 IT'8 THE LAWI
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DRAWING NO.:
C400

REFERENCE
1. ESRI WORLD IMAGERY/ARCGIS MAP SERVICE:
hftp://goto.arcgisonIine.com/maps/World_lmagery,
ACCESSED 5/29/2020, IMAGERY DATE: 2019.
NORTH ; .
��.,S�<;� JL
�� s' ♦r HVV0309 Lake Junaluska North �hore Distrcit (Undefined Boundary) HVV0006 Lamb uth Inn 198'
HVV0540 Lake Junaluska Assembly Grounds Historic District'
L HVV0126 Shackford Hall 2001
li 6
FiVV0044 Hallcrest Inn r
i�
HVV0462 Liner-Leat
herwood House
A HVV02 Hoi�ll-L,_ _ eatherw�d�all�e House
Y T� FiVV0073 Byerfs House (Welch House)
HVV0163 PHillips-Palmer House
v
LEGEND
N 1 MILE BUFFER - SLAND DOE
O
N APPROXIMATE SITE BOUNDARY - DETERMINED ELIGIBLE - DOE
N
NR * DOE HISTORIC DISTRICT CENTER POINT
SL SURVEYED ONLY HW0261 LeatherWood OId HomeplaCe
DOE •
SURVEYED IN NRHD
NATIONAL REGISTER INDIVIDUAL LISTING
SURVEYED, LANDMARK, IN NRHD
NR AND LOCAL LANDMARK
SURVEYED, GONE
U
0 NR HISTORIC DISTRICT CENTER POINT • SURVEYED IN NRHD, GONE ; f
h _
II STUDY LIST INDIVIDUALENTRY + BLOCKFACE
W
N❑I SLAND LANDMARK + BLOCKFACE IN NRHD - SCALE IN FEET
O
Q— SL HISTORIC DISTRICT CENTER POINT 0 1,000 2,000 4,000
N
,i i i BC CONSTRUCTION GROUP, LLC
-,=,- 289 MAPLE GROVE CURCH ROAD
Civil & Environmental Consultants, Inc. TOWN OF WAYNESVILLE
HAYWOOD COUNTY, NORTH CAROLINA
v 3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 28273
980-237-0373 800-365-2324 HISTORICAL FIGURE MAP
Cr www.cecinc.com
w
DRAWN BY: MAK I CHECKED BY DRAFT APPROVED BY: DRAFT I FIGURE NO:
M DATE: 5/29/2020 1 SCALE: 1 " = 2,000 ' PROJECT NO: 302-078
*Hand Signature on file

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it �I
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_x x
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PROPOSED HYDRANT
(TYP. OF 3)
PHASE II
STUDENT PARKING
(t59 SPACES)
21,630 SF
? HdS
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SA N — SA N
EXISTING CURB CUT TO BE SEWER CONNECTION
UTILIZED FOR PROPOSED DRIVEWAY TO EXISTING 8" SEWER O
STUB —OUT S
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CONCEPTUAL to _
STORMWATER BMP PROPOSED
Z SANITARY SEWER
SERVICE
x
ti
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Z
Z RETAINING WALL
w '
' x
x
W a, /
RETAINING WALL i2 x
x
/ PARCEL BOUNDARY (TYP.)
Al /
/ >�r7S\M— 2600.36
/ CONCEPTUAL LIMIT OF
+ DISTURBANCE (t11 ACRES)
PROPOSED
DUMPSTER PAD
SF) /
/ EXISTING TREES TO
BE CLEARED (TYP.) /
/ EXISTING TREES TO REMAIN
_yl
ZONING INFORMATION
ADDRESS:
JULE NOLAND DRIVE
WAYNESVILLE, NC 28786
PARCEL ID:
8616-48-1684
ZONING:
RESIDENTIAL MEDIUM DENSITY (RM)
LOT AREA AND COVERAGE
LOT AREA:
15.93 ACRES
EXISTING
TREE AREA:
3.48 ACRES
OPEN SPACE AREA:
12.45 ACRES
PROPOSED
IMPERVIOUS AREA:
4.33 ACRES
TREE AREA TO BE CLEARED: 1.25 ACRES
TREE AREA TO REMAIN:
2.23 ACRES
OPEN SPACE AREA (INCL.
BMP'S/ATHLETIC FIELD): 9.37 ACRES
LEGEND
BCCG
I Ic COMOMON ow I
10153 E. Grand River Ave.Suite B
Brighton, MI 48116 810-225-2001
www.bccgp.com
tate architecture pile
p.o. box 1784
kernersville_nc 27285
336 413 0601
[e-mail]
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Use of these documents or the design without the written authorization
ofthe architect, tate architecture pile is prohibited.
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NOTE: CONSTRUCTION SP=01
ZONE X (NOT WITHIN 100—YEAR FLOODPLAIN) SCALE IN FEET
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REFERENCE
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REFERENCE
EXISTING WETLAND A:
3583 SOFT. (0.082 ACRES)
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EXISTING CONDITIONS BASE PROVIDED BY CIVIL & ENVIRONMENTAL
CONSULTANTS, NC. — "302-078 SV01 TOPO.dwg'; RECEIVED ON
05/8/2020. SCALE IN FEET
0 60 120
iYJM:7/JAWF
iSHINING ROCK
CLASSICAL ACADEMY
Civil & Environmental Consultants, Inc. JULE N DRIVE
3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273 WAYN ESVND SVI LLE NC
Ph: 980.237.0373 • Fax: [phone] PROPOSED WETLAND IMPACT
www.cecinc.com PLAN VIEW
DRAWN BY: MRS CHECKED BY: MSJ APPROVED BY: GAG FIGURE NO.:
DATE: JULY 2020 DWG SCALE: 1 "=60' PROJECT NO: 302-0781 Al

PROPOSED FlLL
19 FEET
2650
PROPOSED GRADE
2650
2645
i PROPOSED FILL
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2615
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2610
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SECTION A -A THROUGH WETLAND PROFILE
SCALE H:1 "=40'; V:1 "=10'
,=,=,= SHINING ROCK
CLASSICAL ACADEMY
Civil & Environmental Consultants, Inc. JULE N DRIVE
3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273 WAYN ESVND SVI LLE NC
Ph: 980.237.0373 • Fax: [phone] SECTION A -A THROUGH WETLAND
www.cecinc.com
DRAWN BY: MRS I CHECKED BY: MSJ APPROVED BY: GAG I FIGURE NO.:
DATE: JULY 2020 DWG SCALE: AS SHOWN PROJECT NO: 302-0781 A2

gssn
2655
2655
2650
PROPOSED GRADE
2650
2645
i
EXISTING GRADE
2645
2640
'
2640
2635
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PROPOSED FILL
21 FEET �
EXISTING WETLAND
TO BE IMPACTED
2635
2630
2630
2625
2625
2620
EXISTING GRADE
ELEV. 2629.0
2620
2615
2615
0
LO
0
LO
0
LO
0+00 1 +00 2+00 2+83
SECTION B-B TRHOUGH WETLAND PROFILE
SCALE H:1 "=40'; V:1 "=10'
,=,=,= SHINING ROCK
CLASSICAL ACADEMY
Civil & Environmental Consultants, Inc. JULE N DRIVE
3701 Arco Corporate Drive • Suite 400 • Charlotte, NC 28273 WAYN ESVND SVI LLE NC
Ph: 980.237.0373 • Fax: [phone] SECTION B-B THROUGH WETLAND
www.cecinc.com
DRAWN BY: MRS I CHECKED BY: MSJ APPROVED BY: GAG I FIGURE NO.:
DATE: JULY 2020 DWG SCALE: AS SHOWN PROJECT NO: 302-078 A3