20200819 Ver 1_401 Application_20200619

DWR
mrlslon 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 * Version#*
20200819 1
Is a payment required for this project?*
r No payment required What amout is owed?*
r Fee received
r $240.00
r Fee needed - send electronic notification
r $570.00
Reviewing Office *
Select Project Reviewer*
Asheville Regional Office - [phone]
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
6/19/2020
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)
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:
W 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:
F- 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:*
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 be impacted for construction of a storm water BMP to meet water quality requirements and peak flow rate control for the site, as this area
is the only natural depression on the parcel. The BMP will be more or less centered on the eAsting wetland with the proposed dam near the downstream end of the wetland. The
proposed outfall structure and barrel pipe will discharge near the downstream end of the existing wetland, with impacts terminating prior to the stream located on the adjacent property.
Standard construction equipment will be used for earthwork, with erosion control measures and barriers located at the limits of disturbance to avoid additional impacts.
4j. Please upload project drawings for the proposed project.
302078-CV01-Proposed Site Plan.pdf 1.26MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas?*
r Yes
r No
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
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known): Kevin Thomas & David Campbell
Agency/Consultant Company: Civil & Environmental Consultants, Inc.
Other:
r Unknown
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 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 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 r 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 P NON NCWAM TYPES WA 1 . . . . . . ]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 for Stormwater BMP, See Attached Impact and Fill Cross Section Drawings in Miscellaneous attachments
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:
Initial site plans a)plored other options for the BMP location, but there is no other location on the parcel with adequate area to provide the volume
needed at a low enough elevation to route runoff from the development as required. The design group initially provided a BMP at the outer edge of
the proposed access drive, but the only way to meet surface area and volume requirements was with an unrealistically large free-standing retaining
wall to retain storm water. BMPs were also attempted at the edge of the site adjacent to the roadway, but this area has very steep existing slopes, so it
was not possible to tie back the regraded basin slopes into existing grade at a stable slope or without a retaining well adjacent to the public sidewalk
along Jule Noland Dr. The municipality also was also not amenable to the idea of retaining walls near the public right of way. Adequate volume could
not be attained with BMPs located in the site's interior. See attached avoidance and minimization 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 existing 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 ouffall 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) r
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 15ANCAC 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 NtA - 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-CV01-C400 SW Management Plan.pdf
302078- CV01-Hydrology Figures.pdf
3c. Antidegradation Calculations:
983.95KB
1.25MB
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 No r 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 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

Sh. Does this project involve the construction/installation of a wind turbine(s)?*
r Yes r No
Si. 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
51. 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?*
hftps://mw.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, Avoidance & Minimization Drawings.
Also Attached is an Professional Survey of WoUS.
Miscellaneous attachments not previously requested.
302078-CV01-PCN.pdf
314.03KB
FEMA Firm Map.pdf
5.41 MB
Avoidance And Mitigation Figure 1.pdf
558.51 KB
Avoidance and Mitigation Figure 2.pdf
718.47KB
302078-SV01-Stream-Wetland-Map.pdf
737.59KB
U
Signature U
R By checking the box and signing below, I certify that:
• 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
1
Date
6/19/2020

828-421-0421
[e-mail]
www.cecinc.com
3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 2873980-237-0373 800-365-2324
DRAWN BY:
DATE:
APPROVED BY:
PROJECT NO:
FIGURE N O:2
BC CONSTRUCTION GROUP, LLC289 MAPLE GROVE CHURCH ROADTOWN OF WAYNESVILLEHAYWOOD COUNTY, NORTH CAROLINA
JCH6/11/2020
0 2,000 4,000
SCALE IN FEET
1 " = 2,000 '
USGS TOPOGRAPHIC MAP
KT *KT302-078CHECKED BY:
SCALE:\\MKRAMER\Share\Temp\302-078\Maps\PJWD\302078_PJWD_Fig2.mxd 6/11/2020 11:34 AM (mkramer)REFERENCE
LEGEND
PROJECT AR EA (15.69 ACRES)
USGS TOPOGRAPHIC MAP / ARCGIS MAP SERVICE: HTT P://GOT O.ARCGISONLINE.COM/MAPS/USA_TOPO_MAP S,ACCESSED 6/11/2020.QUAD: CLYDE, N ORT H CAROLINA
* Hand signature on file
NORTH!a
EvD
DhA
SfC
5
EvD
DsC
EvD
EvE
HaC2
BoD2
DsB DsB
HaC2
BkC2
DsB
DuC
www.cecinc.com
3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 2873980-237-0373 800-365-2324
DRAWN BY:
DATE:
APPROVED BY:
PROJECT NO:
FIGURE N O:4A
BC CONSTRUCTION GROUP, LLC289 MAPLE GROVE CHURCH ROADTOWN OF WAYNESVILLEHAYWOOD COUNTY, NORTH CAROLINA
JCH6/11/2020
0 250 500
SCALE IN FEET
1 " = 250 '
NRCS CURRENT SOIL SURVEY MAP
KT *KT302-078CHECKED BY:
SCALE:\\MKRAMER\Share\Temp\302-078\Maps\PJWD\302078_PJWD_Fig4A.mxd 6/11/2020 11:35 AM (mkramer)REFERENCE
LEGEND
PR OJECT AREA (15.69 Acres)
SO IL MAP UNIT
ESR I W OR LD IMAGERY / ARCGIS MAP SERVICE
U.S.D.A., N.R.C.SSOIL SURVEY GEOGRAPHIC (SSURGO) DATABASE FORHAYWOOD COUNTY, NC, 2018.
* Hand signature on file
NORTH!a
Map Symbol Unit Na me Hydric Status Acre sEvEEvard-Cowee complex, 30 to 50 percent slopes Not hydric 0.73EvDEvard-Cowee complex, 15 to 30 percent slopes Not hydric 10.53HaC2Hayesville clay loam, 8 to 15 perc ent slopes, eroded Not hydric 2.10SfCSaunook-Urban land complex, 2 to 15 percent slopes Not hydric 0.08DsCDillsboro loam, 8 to 15 percent slopes Not hydric 2.26
www.cecinc.com
3701 Arco Corporate Dr., Suite 400 - Charlotte, NC 2873980-237-0373 800-365-2324
DRAWN BY:
DATE:
APPROVED BY:
PROJECT NO:
FIGURE N O:4B
BC CONSTRUCTION GROUP, LLC289 MAPLE GROVE CHURCH ROADTOWN OF WAYNESVILLEHAYWOOD COUNTY, NORTH CAROLINA
JCH6/11/2020
0 250 500
SCALE IN FEET
1 " = 250 '
NRCS PUBLISHED SOIL SURVEY MAP
KT *KT302-078CHECKED BY:
SCALE:\\MKRAMER\Share\Temp\302-078\Maps\PJWD\302078_PJWD_Fig4B.mxd 6/11/2020 11:35 AM (mkramer)REFERENCE
LEGEND
NRCS STREAM
PR OJECT AREA (15.69 Acres)
ESR I W OR LD IMAGERY / ARCGIS MAP SERVICE
U.S.D.A., N.R.C.SSOIL SURVEY GEOGRAPHIC (SSURGO) DATABASE FORHAYWOOD COUNTY, NC, 1977.
* Hand signature on file
NORTH!a
Map Symbol Unit Na me Hydric Status Acre sEvEEvard-Cowee complex, 30 to 50 percent slopes Not hydric 0.73EvDEvard-Cowee complex, 15 to 30 percent slopes Not hydric 10.53HaC2Hayesville clay loam, 8 to 15 perc ent slopes, eroded Not hydric 2.10SfCSaunook-Urban land complex, 2 to 15 percent slopes Not hydric 0.08DsCDillsboro loam, 8 to 15 percent slopes Not hydric 2.26
PIN: 8616-48-1684
13.791 ACRES OR
600723 SQ.FT.
NORTH
ZONING INFORMATION
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:DRAWING NO.:302-078AS SHOWNJUNE 2020SHINING ROCKCLASSIC ACADEMYJULE NOLAND DRIVEWAYNESVILLE, NCREFERENCE
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035 www.cecinc.com3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273Ph: 980.237.0373 · Fax: [phone]NCBELS #C-30358
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:DRAWING NO.:302-078AS SHOWNJUNE 2020SHINING ROCKCLASSIC ACADEMYJULE NOLAND DRIVEWAYNESVILLE, NCREFERENCE
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035 www.cecinc.com3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273Ph: 980.237.0373 · Fax: [phone]NCBELS #C-3035DATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:DRAWING NO.:
C100EXISTING CONDITIONS &DEMOLITION PLANLEGEND
LOT AREA AND COVERAGE
PIN: 8616-48-1684
13.791 ACRES OR
600723 SQ.FT.DATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:OVERALL SITE PLANDPCC200
NORTH
ZONING INFORMATION
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:302-078AS SHOWNJUNE 2020SHINING ROCKCLASSIC ACADEMYJULE NOLAND DRIVEWAYNESVILLE, NCREFERENCE
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035 www.cecinc.com3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273Ph: 980.237.0373 · Fax: [phone]NCBELS #C-30358
A
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34567 12
C
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8 34567 12
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEET OF
DRAWING NO.:302-078AS SHOWNJUNE 2020SHINING ROCKCLASSIC ACADEMYJULE NOLAND DRIVEWAYNESVILLE, NCREFERENCE
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035 www.cecinc.com3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273Ph: 980.237.0373 · Fax: [phone]NCBELS #C-3035LOT AREA AND COVERAGE
LEGEND
NORTH
LOT AREA AND COVERAGE
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:DRAWING NO.:302-078AS SHOWNJUNE 2020SHINING ROCKCLASSIC ACADEMYJULE NOLAND DRIVEWAYNESVILLE, NCREFERENCE
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035 www.cecinc.com3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273Ph: 980.237.0373 · Fax: [phone]NCBELS #C-30358
A
B
34567 12
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8 34567 12
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:DRAWING NO.:302-078AS SHOWNJUNE 2020SHINING ROCKCLASSIC ACADEMYJULE NOLAND DRIVEWAYNESVILLE, NCREFERENCE
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035 www.cecinc.com3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273Ph: 980.237.0373 · Fax: [phone]NCBELS #C-3035DATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:DRAWING NO.:
C400STORMWATER MANAGEMENTPLANLEGEND
DATE:DWG SCALE:
DRAWN BY:CHECKED BY:APPROVED BY:
PROJECT NO:
FIGURE NO.:
DRAINAGE AREA
PRE-DEVELOPMENT
302-0781"=120'JUNE 2020
MSJ DPC HYD-1
SHINING ROCK
CLASSICAL ACADEMY
JULE NOLAD DRIVE
WAYNESVILLE, NC
www.cecinc.com
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Ph: 980.237.0373 · Fax: [phone]
NORTH
REFERENCE
LEGEND
DATE:DWG SCALE:
DRAWN BY:CHECKED BY:APPROVED BY:
PROJECT NO:
FIGURE NO.:
DRAINAGE AREA
POST-DEVELOPMENT
302-0781"=120'MAY 2020
MSJ DPC HYD-2
SHINING ROCK
CLASSICAL ACADEMY
JULE NOLAND DRIVE
WAYNESVILLE, NC
www.cecinc.com
3701 Arco Corporate Drive - Suite 400 - Charlotte, NC 28273
Ph: 980.237.0373 · Fax: [phone]
NORTH
REFERENCE
LEGEND
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HW0044 Hallcrest Inn
HW0006 Lambuth Inn 1982
HW0126 Shackford Hall 2001
HW0163 Phillips-Palmer House
HW0162 Liner-Leatherwood H ouse
HW0261 Leatherwood Old Homeplace
HW0073 Byer's House (Welch House)
HW0102 Howell-Leatherwood-Ballentine House
HW0540 Lake Junaluska Assembly Grounds Historic District
HW0309 Lake Junaluska North Shore Distrcit (Undefined Boundary)
DRAWN BY:
DATE:
APPROVED BY:
PROJECT NO:
FIGURE N O:1
BC CONSTRUCTION GROUP, LLC289 MAPLE GROVE CURCH ROADTOWN OF WAYNESVILLEHAYWOOD COUNTY, NORTH CAROLINA
MAK5/29/2020 1 " = 2,000 '
HISTORICAL FIGURE MAP
DRAFT DRAFT302-078CHECKED BY:
SCALE:\\MKRAMER\Share\Temp\302-078\Maps\302078_HistoricFiguresmap.mxd 5/29/2020 11:44 AM (mkramer)3701 Arco Corporate Dr., Suite 400 - Char lotte, NC 28273980-237-0373 800-365-2324www.cecinc.com
*Hand Signature on file
NORTH!a
0 2,000 4,0001,000
SCALE IN FEET
REFERENCE1. ESRI WORLD IMAGERY / ARCGIS MAP SERVICE:http://goto.arcgisonline.com/maps/World_Imagery,ACCESSED 5/29/2020, IMAGERY DATE: 2019.
LEGEND
1 MILE BUFFER
APPROXIMATE SITE BOUNDARY
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A
AB
BREFERENCE
DATE:DWG SCALE:
DRAWN BY:CHECKED BY:APPROVED BY:
PROJECT NO:
FIGURE NO.:
PROPOSED WETLAND IMPACT
PLAN VIEW
302-0781"=60'JUNE 2020
MRS MSJ GAG A1
SHINING ROCK
CLASSICAL ACADEMY
JULE NOLAND DRIVE
WAYNESVILLE, NC
www.cecinc.com
3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273
Ph: 980.237.0373 · Fax: [phone]
NORTH
SECTION A-A THROUGH WETLAND PROFILE
DATE:DWG SCALE:
DRAWN BY:CHECKED BY:APPROVED BY:
PROJECT NO:
FIGURE NO.:
SECTION A-A THROUGH WETLAND
302-0781"=60'JUNE 2020
MRS MSJ GAG A2
SHINING ROCK
CLASSICAL ACADEMY
JULE NOLAND DRIVE
WAYNESVILLE, NC
www.cecinc.com
3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273
Ph: 980.237.0373 · Fax: [phone]
SECTION B-B THROUGH WETLAND PROFILE
DATE:DWG SCALE:
DRAWN BY:CHECKED BY:APPROVED BY:
PROJECT NO:
FIGURE NO.:
SECTION B-B THROUGH WETLAND
302-0781"=60'JUNE 2020
MRS MSJ GAG A3
SHINING ROCK
CLASSICAL ACADEMY
JULE NOLAND DRIVE
WAYNESVILLE, NC
www.cecinc.com
3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273
Ph: 980.237.0373 · Fax: [phone]
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COMMUNITY IDN PANEL SUFFIX
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HAYWOOD COUNTY 370120 8616 1
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Notice to User The Map Number shown below should be used
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title block. For the latest product information about National Flood Insurance
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NORTH
Drawing Title:
LEGEND 530 Howell Road · Suite 203 · Greenville, SC 29615Ph: 864.626.3140 · 855.574.4331 · Fax: [phone]www.cecinc.comDESCRIPTION:
Issue Date:
Job Number:
Drawn By:
Checked By:
Drawing Title:
10153 E. Grand River Ave.Suite B
Brighton, MI 48116 810-225-2001
DPC
GAG
tate architecture pllc
p.o. box 1784
kernersville_nc 27285
[e-mail]
336_413_0601
These documents, as instruments of service, and the design
represented are the property of the tate architecture pllc.
Use of these documents or the design without the written authorization
of the architect, tate architecture pllc is prohibited.
www.bccgp.com
Shining RockBC Construction GroupClassical AcademyPhase_I Waynesville_NC04.22.2020
302-078
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SITE PLAN
SP-01
ZONING INFORMATION
LOT AREA AND COVERAGE
PIN: 8616-48-1684
15.309 ACRES OR
666881.80 SQ.FT.
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:DRAWING NO.:194-994AS SHOWNMAY 2020MRSMSJGAGSHINING ROCKCLASSIC ACADEMYJULE NOLAND DRIVEWAYNESVILLE, NCREFERENCE
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035 www.cecinc.com3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273Ph: 980.237.0373 · Fax: [phone]NCBELS #C-30358
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DESCRIPTIONDATENOREVISION RECORDDATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:DRAWING NO.:194-994AS SHOWNMAY 2020MRSMSJGAGSHINING ROCKCLASSIC ACADEMYJULE NOLAND DRIVEWAYNESVILLE, NCREFERENCE
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035 www.cecinc.com3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273Ph: 980.237.0373 · Fax: [phone]NCBELS #C-3035DATE:DWG SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:DRAWING NO.:
C300OVERALL GRADING PLANLEGEND
NORTHSUBMITTAL & REVISION RECORDDESCRIPTIONDATENODATE:SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEETOFDRAWING NO.:Situate InMade ForSTREAM AND WETLAND MAPTOWN OF WAYNESVILLEHAYWOOD COUNTY, NORTH CAROLINABC CONSTRUCTION GROUP, LLCJUNE 18, 2020GAT302-0781"= 200'GEJJJPSTREAM & WETLAND MAP13www.cecinc.com3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273Ph: 980.237.0373 · Fax: [phone]NORTH CAROLINA BOARD OF EXAMINERS FORENGINEERS AND SURVEYORS CORPORATE LICENSE NO.C-3035SITE OVERALL STREAM &WETLAND MAPREFERENCENORTH VICINITY MAP NOTES LEGEND
NORTHSUBMITTAL & REVISION RECORDDESCRIPTIONDATENODATE:SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEETOFDRAWING NO.:Situate InMade ForSTREAM AND WETLAND MAPTOWN OF WAYNESVILLEHAYWOOD COUNTY, NORTH CAROLINABC CONSTRUCTION GROUP, LLCJUNE 18, 2020GAT302-0781"= 200'GEJJJPSTREAM & WETLAND MAP23www.cecinc.com3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273Ph: 980.237.0373 · Fax: [phone]NORTH CAROLINA BOARD OF EXAMINERS FORENGINEERS AND SURVEYORS CORPORATE LICENSE NO.C-3035 STREAM & WETLAND MAPREFERENCE NOTES LEGEND
NORTHSUBMITTAL & REVISION RECORDDESCRIPTIONDATENODATE:SCALE:DRAWN BY:CHECKED BY:APPROVED BY:PROJECT NO:SHEETOFDRAWING NO.:Situate InMade ForSTREAM AND WETLAND MAPTOWN OF WAYNESVILLEHAYWOOD COUNTY, NORTH CAROLINABC CONSTRUCTION GROUP, LLCJUNE 18, 2020GAT302-0781"= 200'GEJJJPSTREAM & WETLAND MAP33www.cecinc.com3701 Arco Corporate Drive · Suite 400 · Charlotte, NC 28273Ph: 980.237.0373 · Fax: [phone]NORTH CAROLINA BOARD OF EXAMINERS FORENGINEERS AND SURVEYORS CORPORATE LICENSE NO.C-3035 STREAM & WETLAND MAPREFERENCE NOTES LEGEND