SW8960424_HISTORICAL FILE_20200916

STORMWATER DIVISION -CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8g.o 0_` 1 L`-A
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
� HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2o20 a) Ito
YYYYMMDD

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
September 16", 2020
Carteret Community College
Attn: Mr. Stephen Sparks
3505 Arendell Street
Morehead City, NC 28557
NORTH CAROLINA
Environmental Quality
Subject: Approved Minor Modification
Stormwater Permit No. SW8 960424
Carteret Community College
Carteret County
Dear Mr. Sparks:
On September 3rd, 2020, the Wilmington Regional Office of the Division of Energy, Mineral and Land Resources
received and accepted a complete minor modification application for changes to the approved plans for
Stormwater Management Permit Number SW8 960424. It has been determined that the nature of the proposed
change meets the definition of a minor modification in that it does not result in an increase in the size of the
permitted stormwater control measure (SCM) and does not increase the amount of built -upon area. Please refer to
Attachment C for a detailed description of the current proposed minor modification and a list of all the past
modifications approved during the effective period of the permit. We are forwarding you an approved copy of the
modified plans for your files. Please add the attached plans to the previously approved plan set. Please replace the
previously issued permit with the revised permit, dated September 16", 2020, attached. This revised permit does
not impose new or different terms; it merely restates and clarifies some of the previous terms to provide you with
a better understanding of your obligations under the permit.
Please be aware that all terms and conditions of the permit issued on February 23td, 2018 and modified as
attached, remain in full force and effect. Please also understand that the approval of this minor modification to
the subject State Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be
approved through this Office prior to construction. The approval of this minor modification does not preclude the
permittee from complying with all other applicable statutes, rules, regulations or ordinances which may have
jurisdiction over the proposed activity, and obtaining a permit or approval prior to construction.
If you have any questions concerning this matter, please contact Kellie Beth Norris in the Wilmington Regional
Office at [phone] or [e-mail].
Sincerely,
.Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Attachment C— Permitting History
Application Documents
DES\kbn: \\\Stormwater\Permits & Projects\ 1 996\960424 HD\2020 09 permit minor 960424
cc: John Freshwater, PE, Crystal Coast Engineering
Morehead City Building Inspections
Carteret County Engineering
Division of Coastal Management
Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension I Wilmington. North Carolina 28405
910.796.720
NONIH G�LINA ,./

State Stormwater Management Systems
Permit No. SW8 960424
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY ALTERNATIVE DESIGN DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Carteret Community College
Carteret Community College Expansion
Morehead City, Carteret County
FOR THE
construction, operation and maintenance for one (1) area of redevelopment (the 'redevelopment area"),
for an Alternative Design consisting of one (1) Wet Detention Pond used for pre-treatment of 1.5" of runoff
prior to a final polishing in Infiltration Pond, and one (1) infiltration system alone, in compliance with the
provisions of 15A NCAC 2H .1000, effective September 1, 1995 (hereafter referred to as the "stormwater
rules') and the approved stormwater management plans and specifications and other supporting data as
attached and on file with and approved by the Division of Energy, Mineral and Land Resources (DEMLR)
and considered an enforceable part of this permit.
This permit shall be effective from the date of issuance until July 16, 2022 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
The redevelopment portion of this project is exempt from State Stormwater permitting requirements
under the following conditions:
a. The project must be constructed as shown on the plans submitted to this Office.
b. The redevelopment area proposes 2,400 square feet of BUA, which does not exceed the
existing BUA of 2,400 square feet. This permit does not provide any allocation of BUA for
future development within this redevelopment area.
c. The proposed stormwater controls of vegetated sheet flow and rainwater harvesting
provides equal protection of surface waters as the existing stormwater control of vegetated
sheet flow.
3. This stormwater system has been approved for the management of stormwater runoff as described
in the Project Data Sheets of this permit. The stormwater controls have been designed to handle
the runoff from a total of 121,100 square feet of impervious area.
4. Approved plans and specifications for this project are incorporated by reference and are
enforceable parts of the permit.
5. The tract will be limited to the amount of built -upon area indicated in this permit, and per the
approved plans.
Page I of 9

State Stormwater Management Systems
Permit No. SW8 960424
6. The permittee is responsible for verifying that the proposed built -upon area does not exceed the
allowable built -upon area.
The following items will require a modification to the permit (In addition, the Director may determine
that other revisions to the project should require a modification to the permit.):
a. Any revision to the approved plans, regardless of size.
b. Project name change.
c. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
g. The construction of permeable pavement for impervious area credit.
8. The Director may notify the permittee when the permitted site does not meet one or more of the
minimum requirements of the permit. Within the time frame specified in the notice, the permittee
shall submit a written time schedule to the Director for modifying the site to meet minimum
requirements. The permittee shall provide copies of revised plans and certification in writing to the
Director that the changes have been made.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 960424
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
PROJECT DATA - SYSTEM 1
Water Body Receiving Stormwater Runoff: Bogue Sound
Classification of Water Body: "SA"
Total Impervious Surfaces Allowed: 17,581 square feet
Depth:
Required Surface Area:
Provided Surface Area:
Permanent Pool Elevation:
Bottom Elevation:
Design Pool Elevation:
Required Volume:
Provided Volume:
Type of Soil:
Expected Infiltration Rate:
Drawdown:
Depth to Seasonal High Water Table:
WET POND
INFILTRATION
4.5'
1,424 square feet
2,331 square feet
9.2 MSL
4.7 MSL
10.05 MSL
2,088 cubic feet
2,195 cubic feet
N/A
N/A
.75" pipe
N/A
.7'
N/A
5,747 square feet
N/A
14 MSL
14.7 MSL
2,088 cubic feet
4,295 cubic feet
Sand fill
.52" per hour
17.2 hours
<21
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 960424
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
PROJECT
DATA — SYSTEM 4
Water Body Receiving Stormwater Runoff:
Bogue Sound
Classification of Water Body:
"SA"
Total Impervious Surfaces Allowed:
11,061 square feet
Pond Depth:
1,
Bottom Elevation:
16 MSL
Design Pool Elevation:
17 MSL
Required Volume:
1,383 cubic feet
Provided Volume:
1,506 cubic feet
Type of Soil:
Sand fill
Expected Infiltration Rate:
.52" per hour
Drawdown:
24.8 hours
Elevation of Seasonal High Water Table:
15 MSL
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 960424
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
PROJECT DATA — SYSTEM 5 — Cistern/Rainwater Harvesting System
Water Body Receiving Stormwater Runoff: Bogue Sound
Classification of Water Body: "SA"
Total Impervious Surfaces Allowed: 2,341 square feet
Cistern Requirements:
1. The Rainwater Harvesting System must consist of the following major components:
a. A collection system,
b. A pre-treatment device to minimize gross and coarse solids collection in the tank,
c. A cistern or other storage device,
d. An overflow; and
e. A distribution system.
2. Fate of Captured Water: Captured stormwater shall be used or discharged as follows:
a. Use to meet a water demand. The usage, type, volume, frequency, and seasonality of
water demand shall be established and justified,
b. Discharge through a passive drawdown device to a vegetated infiltration area or another
SCM; or
c. A combination of use and passive discharge.
3. Sizing: The Rainwater Harvesting System shall be considered as a primary SCM because the
system is sized and water demand and passive discharge for 85 percent of the total annual
runoff volume as demonstrated through water balance calculations.
4. Water Balance Calculations: The system has been designed using the NCSU Rainwater
Harvester model.
5. Distribution System: The distribution system shall be tested for functionality prior to the
completion of the rainwater harvesting system.
6. Signage: All harvested rainwater outlets such as spigots and hose bibs, and appurtenances shall
be labeled as "Non -Potable Water" to warn the public and others that the water is not intended for
drinking. Passive drawdown devices, when employed, shall be marked with identifying signage or
labels that are visible to owners and maintenance personnel.
7. Setbacks: The concrete basins located in the buffer are necessary to bring seawater into the
system, and have therefore been determined to be water -dependent structures which are allowed
per. 1003(4)(d)(ii), effective January 1, 2017.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 960424
II. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the
stormwater management system:
a. The stormwater management system shall be constructed in its entirety, vegetated and
operational for its intended use prior to the construction of any built -upon surface except
roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the
system will be repaired immediately.
c. All connections into the permitted system from future areas shall be made such that short-
circuiting of the system does not occur.
The permittee shall at all times provide the operation and maintenance necessary to assure the
permitted stormwater system functions at the design condition. The approved Operation and
Maintenance Plan must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and
piping.
g. Access to the outlet structure must be available at all times.
h. Check the ability of the infiltration systems to drawdown within 5 days.
3. Records of maintenance activities must be kept and made available upon request to authorized
personnel of DEQ. The records will indicate the date, activity, name of person performing the work
and what actions were taken.
4. The facilities shall be constructed, operated and maintained in accordance with the provisions of
this permit, the approved plans and specifications, and the supporting documents attached to this
permit and on file with the Division.
5. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to
operation of this permitted facility, a certification must be received from an appropriate designer for
the system installed certifying that the permitted facility has been installed in accordance with this
permit, the approved plans and specifications, and other supporting documentation. Any deviations
from the approved plans and specifications must be noted on the Certification. A modification may
be required for those deviations.
6. A copy of the recorded deed restrictions must be submitted to the Division within 30 days of the
date of the recording. The recorded copy must be signed by the permittee, dated, stamped with the
deed book number and page, and bear the stamp of the Register of Deeds.
7. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of ten years from the date of the completion of construction.
8. Decorative spray fountains will be allowed in the stormwater treatment system if calculations are
provided documenting the permanent pool volume is greater than 30,000 cubic feet.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 960424
No person or entity, including the permittee, shall alter any component shown in the approved
plans and specifications. Prior to the construction of any modification to the approved plans,
the permittee shall submit to the Director, and shall have received approval for modified plans,
specifications, and calculations including, but not limited to, those listed below. For changes to
the project or SCM that impact the certifications, a new or updated certification(s), as
applicable, will be required and a copy must be submitted to the appropriate DEQ regional
office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including
the SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdwision, acquisition, lease or sale of any, all or part of the
project and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), the stormwater collection system and/or
vegetative conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. The construction of any permeable pavement, #57 stone area, public trails, or
landscaping material to be considered a permeable surface that were not included in
the approved plans and specifications.
g. Other modifications as determined by the Director.
III. GENERAL CONDITIONS
Permit Transfer: This permit is not transferable to any person or entity except after notice to
and approval by the Director. The permittee shall submit a completed and signed "Permit
Transfer Application Form" (available on the Division website) accompanied by the required
fee and supporting documentation as listed on the form, to the Division at least 60 days prior
to any one or more of the following events:
a. The sale or conveyance of the project area in whole or in part, except in the case of an
individual lot sale that is made subject to the recorded deed restrictions and protective
covenants;
b. Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05 or
NCGS 57D-6-07 and 08,
c. Bankruptcy;
d. Foreclosure, subject to the requirements of Session Law 2013-121;
2. Current Permittee Name or Address Changes: The permittee shall submit a completed
"Permit Information Update Application Form" (available on the Division website) to the
Division within 30 days to making any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project,
c. A mailing address change of the permittee;
3. Any individual or entity found to be in noncompliance with the provisions of this stormwater
management permit or the requirements of the Stormwater rules is subject to enforcement
procedures as set forth in NCGS '143 Article 21.
4. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required
by this Division, such as the construction of additional or replacement stormwater management
systems.
6. The permittee grants DEQ Staff permission to enter the property for the purpose of inspecting all
components of the permitted stormwater management facility.
The permit issued shall continue in force and effect until the permittee files a request with the
Division for a permit modification, transfer, renewal, or rescission; however, these actions do not
stay any permit conditions.
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 960424
8. The permittee is responsible for compliance with all permit conditions until such time as the Division
approves the transfer request. Neither the sale of the project, in whole or in part, nor the conveyance
of common area to a third party constitutes an approved transfer of the stormwater permit.
10. A permit renewal request must be submitted at least 180 days prior to the expiration date of
this permit. The renewal request must include the appropriate application, documentation and
the processing fee as outlined in Title 15A NCAC 02H.1045(3).
Permit modified, updated and reissued this. the 160 day of September 2020.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
on
t Brian Wrenn, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 960424
Page 8 of 9

Attachment A
State Stormwater Management Systems
Permit No. SW8 960424
Carteret Community College Expansion
Stormwater Permit No. SW8 960424
Carteret County
Engineer's Certification
I, , as a duly registered Professional Engineer in the
State of North Carolina, having been authorized to observe (periodically/weekly/full time) the construction
of the project,
(Proje
ct)
for _(Project Owner) hereby state that, to the best of my abilities,
due care and diligence was used in the observation of the project construction such that the construction
was observed to be built within substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
cc: NCDEQ-DEMLR Regional Office
Inspector, Town of Morehead City Building Inspections
Page 9 of 9

,DEMLR USE ONLY -
`• Date Received
Fee Paid
Permit Number
w
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Carteret Community College
2. Location of Project (street address):
City:Morehead City _ County:Carteret Zip:28557
3. Directions to project (from nearest major intersection):
From the intersection of US Hwy 70 and NC Hwy 24 take US Hwy 70 East approximately 2.2 miles to Banks
Street. Carteret Community College is s located on the right.
4. Latitude:34° 43' 20.85" N Longitude:76° 45' 33.11" W of the main entrance to the project.
Il. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification ❑ Renewal w/ Modificationt
t Renewals with modifications also requires SWU-102 - Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 960424 , its issue date (if known)7/16/1996 and the status of
construction: ❑Not Started ®Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
[]Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
®CAMA Major ❑Sedimentation/Erosion Control: ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:Minor modification to major CAMA #76-20 issued to Carteret
Community College on 7/22/2020 for construction of greenhouse.
5. Is the project located within 5 miles of a public airport? ®No Dyes 9n
If yes, see S.L. 2012-200, Part VI: http://portal.ncdenr.o>g/web/Ir/rules-and-regulations SEP 0 3 20H
Form SWU-101 Version Oct. 31, 2013 Page I of 6 RV-

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the protect):
Applicant/Organization:Carteret Communily College
Signing Official & Title:Stephen Sparks, Vice -President, Operations & Facilities
b.Contact information for person listed in item I above:
Street Address:3505 Arendell Street
City:Morehead City State:NC Zip:28557
Mailing Address (if applicable):same
City: State: Zip:
Phone: (252 ) 222-6087 Fax: ( )
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:
Phone: ( )
State:
Fax:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official & Title:
b.Contact information for person listed in item 3a above:
Mailing
City:_
Phone:
State:
Fax:
4. Local jurisdiction for building permits: Town of Morehead City
Point of Contact:Sandi Watkins Phone #: (252 ) 726-6848, extension 125
Form SWU-101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Redevelopment
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: _ Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW - 1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 26.92* acres 5. Total Coastal Wetlands Area: 0* acres
6. Total Surface Water Area: 0* acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': 26.92* acres *Data per 2018 Mod. Application
Total project area shall be calculated to exclude thefollowing. the normal pool of impounded strictures, the area
between the banks of strewns and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward front the NHW (or MHM line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or A4FIM line may
be included in the total project area. *Data per 2018 Mod. Application
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 10.53* %
9. How many drainage areas does the project have?4 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole properhj area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 4
Drainage Area 5
Drainage Area 6
Receiving Stream Name
Bo ue Sound
Bo ue Sound
Bo e Sound
Bogue Sound
Stream Class *
SA; HQW
SA; HQW
SA; HQW
SA; HQW
Stream Index Number *
20-36-(8.5)
20-36-(8.5)
20-36-(8.5)
20-36-(8.5)
Total Drainage Area (sf)
17581
11061
2341
2400
On -site Drainage Area (sf)
17581
11061
2341
2400
Off -site Drainage Area (sf)
0
0
0
0
Pro osed Impervious Area*` s
17581
11061
2341
2400
% Impervious Area** total
100
100
100
100
' Impervious- Surface Area
Drainage Area 1
Drainage Area 4
Drainage Area 5
Drainage Area.6
On -site Buildings/Lots (so
0
11061
2160
1780
On -site Streets (sf)
0
0
0
0
On -site Parking (so
17581
0
0
0
On -site Sidewalks (so
0
0
0
49
Other on -site (so
0
0
0
571
Future (so
0
0
0
0
Off -site. (so
0
0
0
0
Existing BUA*** (sf)
1 0
0
1 181
0
Total (so:
1 17581 °
11061
1 2341 0
2400 ,
Stream Class and Index Number can be determined at: http://aortal.ncderrr.orghoeb/ron/ns/csu/classifications
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc. ECE��
Form SWU-101 Version Oct. 31, 2013 Page 3 of 6 AUG U % 2020
_. _ L

HOWARD BUILDING
(Existing)
0
E%.
VAULT
VAULT
U. Cron. Aox•
,i / /
Noae•ee Cblm� '-P,9
Rlp
rl.l S E+nMp
amMc ew lrMwMw SrMIM MwIMu. Cemmab.IM CBriler
IP.Wm,9MM)
Li ej
i 9w SM a0a1R. ROfe PgrM Ma®lraLLn
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Cam M.
see swe seaRe Role P.m,e Mmause,
n
0
I I
BOGUE SOUND
kOLDNDATION
.Post 1998er Permlloval
0 sf)
O
�1 N
O
•Redevelopment Project Area = 13,088sr <
• 'Old Foundation A' Removed Post SW8 9l6�24 =]R00sf
Proposed BUA
. Greenhouse w 1,780sf m
. Concrete Walk = 49sf
• Maximum Ralnwater Harvesting Cistern & Appurtenances = 571sf
Redevelopment Project Area Supplement
Modlflcatkm - Redevelopment Exclusion
Stormwater Permit SW8 960424
For Carteret Community College
Horticulture Program Greenhouse Construction
Carteret Community College
3505 Arendell street
Morehead City, NC 28557
Carteret County
Phone:[phone]
LEGEND
Redevelopment Area
Crystal Coast Engineering, PA
Business License No. C-2553
Civil and Environmental Consulting Engineers
Davld K. Newsom, P.E. John R. Freshwater, P.E.
205.3 Weld Road - Swansix ro, N.C. 2551M
PH: [phone] Emall: )ohnlh2o1illNrecn.mm
Scale: 1" - 29
Dale 8/5/2020
Project: 19 - 033
20 10 0 20 40 Designed/Drawn: JF
Sheet: 1 of 1
SCALE: 1'• 20'

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Redevelopment.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development: Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: _ Date:
It. If claiming vested rights, identify the regutation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 26.92 :' acres 5. Total Coastal Wetlands Area: 0 1-Ae acres
6. Total Surface Water Area: 0'*—acres
7. Total ProperArea (4) -Total Coastal Wetlands Area (5) -Total Surface Water Area (6) = Total Project
Area+:26.92 acres
Total project area shall be calculated to exclude the followin the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHIN) line. The resultant project area is used to
calculate overall percent built upon area (611A). Nat -coastal wetlands landward of tlue NHW (or MHW) line nnay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100=10.53'r %
9. How many drainage areas does the project have?6 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 6
Drainage Area _
Drainage Area _
Drainage Area
Receiving Stream Name
Bogu.e Sound
Stream Class *
SA HQW
Stream Index Number'
20-36-(8.5)
Total Drainage Area (so
2400
On -site Drainage Area (so
2400
Off -site Drainage Area (sf)
-0-
Pro osed Impervious Area** (so
2400
% Impervious Area** total
100
Impervious- Surface Area
Drainage Area 6
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
1,780
On -site Streets (so
-0-
On-site Parking (so
-0-
On -site Sidewalks (so
49
Other on -site (so
571
!
nen : 9
Future (so
-0-
Off -site (so
-0-
By,•_
I
Existing BUA*** (so
-0-
�-
Total (so:
2400
* Stream Class and Index Number can be determined at: http.-Ilportal.ticdetir.ortlivebAvgjLslcsulclassifleations
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
***Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA. ' I� f per C,?p I8 ri7 C 4 • a 1
FormSWU-101 Version Oct. 31,2013 Page 3of6 aFp)"eh

11. How was the off -site impervious area listed above determined? Provide documentation.
Proiects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that maybe subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from hft://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
submitted to the approp
interactive online map at
The complete application package should be
office may be found by locating project on the
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from lift://12ortal.ncdenr.org/web/­wq/­`ws/­su/`statesw/`forms dots.
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part V11 below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP. -S6r7 as
4. Permit application processing fee of SW5payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/ project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned. '
k. Existing contours, proposed contours, spot elevations, finished Floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
,Yv
-C: ���\�,=-f,1
AUG 0 7 2020 L
i
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify /1 a --
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x1l" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verifij the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 544 Page No: 357 /(�y
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons Listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
h!lp://www.secretary.state.nc.us/Corporai.ions/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from http://Vortal.nedenr.org/web/Ir/state-stormwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:John R. Freshwater III, PE
Consulting Firm: Crystal Coast Engineering, PA
Mailing Address:205 Ward Road #3
City:Swansboro State:NC Zip:28584
Phone: (252 ) 503-2440 Fax: ( ) none
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or hype name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item 1a) with (print or hjpe name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Ai ii 0 7 2020
BY:___ - �-
Form S WU-101 Version Oct. 3 I, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change ]Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
1, , a Notary Public for the State of , County of
, do hereby certify that
before me this _ day of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item la) Stephen Sparks
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: Q I' mDate:
1, N`' / a NCoot,a--ry-- (Public for the State of County of
do hereby certify that P �^ �� personally appeared
before me this day of � _ Zm, and acknowledge the ue execution of the application for
a stormwater permit. Witness my hand and official seal, ��'�"� liktw
SEAL ¢ �TARy }< •_
i
My
W2
AUG 0 7 2020y r i.
BY.• -
Form SWU-101 Version Oct. 31, 2013 Page 6 of 6

Burd, Tina J
From: Burd, Tina J
Sent: Thursday, September 17, 2020 9:50 AM
To: [e-mail];[e-mail]
Subject: SW8 960424 - Carteret Community College
Attachments: SW8 960424 - Carteret Community College.pdf
The Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (Stormwater Section) completed
their review of the Express Stormwater Permit Application for the subject project. Attached is the cover letter and
permit issued on September 16, 2020 that will be mailed separately, along with any other supporting documents.
Please direct any questions to your reviewer.
Best Regards,
Tina Burd
Administrative Associate II
Wilmington Regional Office
Division of Environmental Assistance & Customer Service
Phone [phone]
NCDEQ
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, INC 28405
r
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

RECEIVED
5EP 0 3 202Q
NCDEQ
WILMINGTON RO
COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and Development Assistance
P.O. Box 827 Office 252.354.4916
Morehead City, NC 28557 Fax [phone]
kbvinson anec.rr.com Mobile [phone]
September 2, 2020 EXPRESS
Ms. Kellie Beth Norris, EIT
Environmental Engineer
NC Div. of Energy, Mineral and Land Resources
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Carteret Community College
Express Stormwater 960424 Modification
Request for Additional Information
Dear Kellie:
Thank you for your September 2, 2020 email requesting additional information for the above referenced
project. Enclosed are the following items:
• Two copies of the signed, sealed, and dated drainage area map
• Front page of the application with revised latitude and longitude provided in Section 1.4
Thank you for your assistance with this project. Please let me know if there are questions or if additional
information is required.
Sincerely,
CUU/3' (J ,
Kathy B.Vinson, AICP .
cc: Stephen Sparks
John Freshwater, PE
Enclosures

Crystal Coast Enqineerinq, PA
(' 205-3 Ward Road
ISwansboro, N.C. 28584
Tel:[phone] Fax: [phone]
I Mobile: [phone]
Email: [e-mail]
Carteret Community College
Greenhouse Project
Stormwater Major Modification SW8 960424
Request for Express Permit Review
May 22, 2020
Narrative
2020
Carteret Community College (CCC) is located adjacent Bogue Sound at 3505 Arendell Street (US Highway
70) in Morehead City, Carteret County. The highway comprises the northern limits of the campus, with the
southern boundary being the normal high-water level of Bogue Sound. The surface waters of Bogue Sound
in this location are classified by the INC Division of Water Resources as SA.
The college urgently needs to construct a greenhouse in support of the recently re-established Horticulture
Technology Program. College staff indicates that the future of this program is dependent upon the
greenhouse being constructed this upcoming August (2020).
There are currently five stormwater permits for the college campus. The existing permits are listed below:
SW8 940419 West Campus Expansion (active, no expiration date)
SW8 960424 Master Plan & 2018 Modification (South of Howard Building (active, expires 7/16/22))
SW8 970426 Center for Marine Sciences and Technology (active, expires 7/15/21)
SW8 020908 Additions & Renovations ((Wayne West Building) expired on 2/27/18)
SW8 190107 Hospitality & Culinary Arts Building (active, expires 3/4/27)
In accordance with past discussions with NCDEMLR staff, CCC maintains its commitment to consolidating
four of the five stormwater permits into a single permit. The most recently acquired permit, for the
Hospitality & Culinary Arts Building (SW8 190107), is proposed to remain separate.
Our original intent was to include the urgently needed greenhouse in the permit consolidation. However, a
currently contracted survey of the entire college campus (necessary to consolidate the permits) anticipated
to be completed in December 2019 remains unfinished. The survey is to provide the campus boundary as a
single project area (excluding the Hospitality and Culinary Arts project) and provide horizontal and vertical
data for all impervious areas and stormwater facilities.
Page 1 of 2

Based upon the forthcoming comprehensive survey and per NCDEMLR guidance, CCC ultimately will
consolidate and modify the campus permitting as necessary to reflect the verified (as -built) conditions. In
the interim, permitting and construction of the greenhouse is urgently needed to accommodate the fall
semester horticulture students.
Therefore we are currently proposing to modify existing State Stormwater Management Permit
SW8 960424 to include and address the greenhouse built -upon area and associated runoff. The current
proposal is similar to a modification approved February 23, 2018 for a shellfish mariculture demonstration
center within the permit project area.
The proposed greenhouse and concrete sidewalk will measure 72.17' x 24.67' (1,780.4 ftZ) and 9.78' x 5'
(48.9 ftZ) respectively, for a total of 1,829.3 ftZ. The project land disturbance is anticipated to be
approximately 2,500 ftZ. The proposed project will create additional impervious surfaces beyond what is
currently identified or permitted under the existing stormwater permit, thus necessitating a major
modification.
There is no wetland disturbance proposed. While coastal wetlands are found intermittently along the
shoreline of the ±42 acre campus, none are located within the current project area. Non -coastal wetlands
are also thought to be located on the campus, although none are believed to be located within the current
project area. We are aware that the locations of coastal wetlands and non -coastal wetlands will need to be
verified respectively by the NC Division of Coastal Management and the US Army Corps of Engineers.
Stormwater runoff is proposed to be treated via rainwater harvesting (a cistern), as in the 2018
modification. The collected rainwater will deliver the additional benefit of providing some of the demand
for water needed in association with greenhouse operations. The remaining water needs will be met
through connection to the Town of Morehead City public water system.
Please note, previous shoreline delineations did not place the proposed greenhouse in a CAMA Area of
Environmental Concern (AEC). However, during the ongoing survey work, a landward migration of the
normal high-water line was recently identified, thus placing the site within the coastal shoreline AEC, but
out of the CAMA buffer.
Therefore, both an express State Stormwater Permit Major Modification and a CAMA Major Permit are
being sought to facilitate construction of the greenhouse as soon as possible.
Page 2 of 2

ast Carteret
fl� 9
ghiScRoolAte-
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Carteret Community College
Vicinity Map
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IlE �

Permit Class
MODIFICATION/MINOR
Permit Number
76-20
STATE OF NORTH CAROLINA
Department of Environmental Quality
and
Coastal Resources Commission
Vermit
for
X Major Development in an Area of Environmental Concern
pursuant to NCGS I I3A-118
X Excavation and/or filling pursuant to NCGS 113-229
Issued to Carteret Community College, 3505 Arendell St., Morehead City, NC 28557
A 0 7 2020
Authorizing development in Carteret County at adj. to Bogue Sound and the AI W W, at 3505
Arendell St., in Morehead City , as requested in the permittee's letter dated 7/l/20,
including the attached workplan drawings (2), Site Plan and Greenhouse both dated 5/8/20 .
This permit, issued on July 22, 2020 , is subject to compliance with the application (where consistent
with the permit), all applicable regulations, special conditions and notes set forth below. Any violation of these terms may
De suoject to rmes, imprisonment or civil action; or may cause the permit to be null and void.
1) Unless specifically altered herein, this Minor Modification authorizes the greenhouse, all as expressly
and specifically set forth in the attached letter and workplan drawings. Any additional development
activities may require a modification of this permit.
(See attached sheet for additional conditions)
This permit action may be appealed by the permittee or other
qualified persons within twenty (20) days of the issuing date.
This permit must be accessible on -site to Department
personnel when the project is inspected for compliance.
Any maintenance work or project modification not covered
hereunder requires further Division approval.
All work must cease when the permit expires on
December 31, 2023
In issuing this permit, the State of North Carolina agrees that
your project is consistent with the North Carolina Coastal
Management Program.
Signed by the authority of the Secretary of DEQ and the Chair
of the Coastal Resources Commission.
Z_///Z%Z�
Braxton C. Davis, Director
Division of Coastal Management
This permit and its conditions are hereby accepted.
Signature of Permittee

Carteret Community College
ADDITIONAL CONDITIONS
Stormwater Management
Permit No. 76-20
Page 2 of 2
2) The Division of Energy, Mineral and Land Resources (DEMLR) has determined this project will require
a Stormwater Management permit. The permittee shall receive a Stormwater Management permit from
DEMLR prior to the initiation of any construction. Submit this plan to the Division of Energy, Mineral
and Land Resources, Land Quality Section, 127 Cardinal Drive Extension, Wilmington, NC 28405.
Any violation of the permit approved by DEMLR shall be considered a violation of this CAMA permit.
Sedimentation and Erosion Control
3) Appropriate sedimentation and erosion control devices, measures or structures shall be implemented to
ensure that eroded materials.do not enter adjacent wetlands, watercourses or properties.
4) A ground cover sufficient to restrain erosion shall be provided within 30 calendar days of completion of
any phase of grading on cut or filled slopes.
General
5) The permittee and/or his or her contractor shall meet with a representative of the Division prior to
project initiation.
6) This Minor Modification shall be attached to the original Permit No. 76-20, which was issued on
6/29/20, and copies of all documents must be readily available on site when Division personnel inspect
the project for compliance.
7) All conditions and stipulations of the active permit remain in force unless specifically altered herein.
NOTE: The U.S. Army Corps of Engineers assigned the proposed project COE Action Id. No. SAW-
2020-00766.
NOTE: The Division of Water Resources assigned the proposed project DWR Project No. 2017-1568 v2.
NOTE: A minor modification application processing fee of $100 was received by DCM for this project.

.H Ro 1 E: t. to =
plJfva _
roam CAROW111, V..r!TEsEr
theforegoing eP.rT!,iteof
s (are) certified "r. 5: coror rect. This instrum nt was pre
tented for regisi-0iGn. and recorded in this office is
9n6 Pa
this ` "day of 19 at (4_4�b'clock Am.
4egi'sterr
on Piner
Byc'y
Recording Tlme, nook and Page
Tax Lot No..-...... .... ..... - ........ ............ 13-14-F-4-22
....._.................._......... ......... .. Parcel identifier No. ...-........... I ...... ...._.................. _......................
Verifiedby .... .......... .... .... ....................... ............... .... ...... County on the ................ day of .................................... ..... ...... _....., 19............
by._ ...... ..... .--- ................. _..._............. .......... ...... ...... ._._...... ....... ...—........ --- ..... ......................... _.... ........................... ............. ......_... —.....
Mail after recording to
This instrument was prepared by Henry S Manning, Jr., P O .Box 109, Raleigh, ,NC 27602
Brief description for the Index
2 tractseMorehead Townshin
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made this ..... 11.... day of .... ....... AUgUSt ........ ............. ... ..... . 19..86....., by and between
GRANTOR I GRANTEE
Standard Products of North
Carolina, Incorporated
Carteret Technical College
3505 Arendell Street
Morehead City, North Carolina
28557-2989
Enter In appropriate block for each party: mums, address, and, it appropriate, character of entity, r,q coepoeanon or partaerablp.
The designation Grantor and Grantee as used herein shall include said parties, their heirs,. successors, and assigns, and
shall include singular, plural, masculine, feminine or neuter as required by context. -
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby
acknowledged, has and by these presents does grant, bargain, sell and convey unto the Grantee in feesimple, all that
certain lot or parcel of land situated in the City of .... !!IoLflhedl]„,... Morehead,,,,, .... Township,
......Carteret,,,_.,.,. County, North Carolina and more particularly described as follows:
See attached Exhibit A. -
AUG' 0 7
rr.c. ea, weer. r-- no. , o loam n..hea un.

The property hereinabove described was acquired by Grantor by instrument recorded in
A map Showing the above described property is recorded in Pint Book .. ,.,... , ..._................ page
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey
the same in fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the properly hereinabove described is subject to the following exceptions:
Subject to the right of way of the spur track of Atlantic 6 North Carolina
Railroad Company as set out in Book 18, page 11, and the right of way of
the State Highway Commission; and easement to Carolina Telephone a -Telegraph
Company recorded in Book 180, page 155; all in the Office of the Register
of Deeds of Carteret County.
W WITNESS WHEREOF. tie Grantor has hereunto et his nand and set of it casserole. nee ao a this mavumenl t. ee Jelled he Itsshandle ame by Ded a duty 'ammi omen. and lea .1.1 to he nneues. gained by Morns ar n. Board of Disney..., the day and Ysae NU
Standard: Products_,of North .Carolina, l�lc: ................................ ___ _
... .. ........(SEALI
_. ra __P ld t ... .. .. . ..... (SEAL)
ATSEi:
.Seena,Y o oWe eral, T!
va .... ..-(eEAL)
ssnE-e'gAsae3 .;'. nDInlJraaoLww. .............. .... ........ --.-coamr.
"' -+' •> I Mainly Public of the County ana sate atareUld,,oaNuy that.. ,.
l 'a personally appealed before me thU day and likaordedged the execution at the foregoing Instrument. Wuness my
nand are official .amp or Sea, tale._ day of ....... __ _ _____________________ _____
my, ... Wind sail...: _r------ - .' _ _ _ ___.......... No." Publle
R9,Nip
saAI-STAMP �{l
1. a Notary Public of the County and Sate shoreward, certify tag[ :d!-f 9L�P... LAY flu ✓
: �''•.i personally came before me this Say and .e kaowlmrm fact --A he I. ----------- �'/.a./.. Secretary .1
. - Sf.RKdfe-edPvdycii _r _ /Y.,htyGnrd 4+lf.� a North Carolina aorvorauon. and that by authority duty
m {Ivan and As [M1e act of the corporation, the foregoing Instrument was signed In Its tome by It --------
President, Soled with Its eorponle seal an0 git,." by ---..----- a It ........................... secretary.
readily my hand and ofticW .amp or ray. this f iHdry of ../ Vr LKJ p-._..._....... �L_...
maAp: l9 /9�P q--
rSY tomml.sloa eaplre.:...............y--.....-..._..-.---...- _....._ Notary Pabtie
The foregoing Cernfk.U(s) of
Is/len e rt{lled to be Wheel. This delrument gad din corona I. duly registered at de date end time gad In the Book and Pale Ill... an We
flat P.C. hmeot.
OF DEEDS FOR ....................................COUNTY
8r -------------------------- --- ------- Depulyu.Nm.t-Neguay SI used.
Coif 541A 6
5?
N.C. nay Atmr. For. No. 20 fall, nevtod tell.

TRACT 1:
In Morehead Township: The south 50 feet of Lot
Twenty -Four (24), part of Lot Thirty -Five (35), and all of Lot ,
Thirty -Six (36), of the John C. Banks Subdivision, according to
the map thereof (not recorded) by Philip K. Ball, Registered Sur-
veyor, made September, 1949, described by metes and. bounds, as
follows:
.Beginning at a point in the north line of the right of
way (see Book 18, page 11) of the spur track of the Atlantic 6
North Carolina Railroad Company, it being the southeast corner of
the lot conveyed by John C. Banks to R. W. Taylor 6 Company by
deed recorded in Book 121, page 536, Office of the Register of
1
Deeds of Carteret County; also, it being the southwest corner of
Lot 36 aforesaid; runs thence North 40 00' East, along the west
I
line of Lot 36 and Lot 24, 83 feet to a point in the west line of
Lot 24 of said map; thence South 860 00' East, 100 feet to a
+'"•'
point in the east line of Lot 24, thence South 4° 00' West, 53.2 ..
feet
to the north line of the right of way of said spur track;
thence North 59° 30' East, along the north line of said spur
track, 70.5 feet to a point; thence South 40 00' West, approxi-
mately 86 feet to the north line of R. W. Taylor 8 Company; and
thence North 830 -17' West, along the R. W. Taylor 6 Company
'line, approximately 159.4 feet to the point of beginning; and
being the identical lands conveyed to Grantor herein by deed from
R. W. Taylor 6 Co., Inc.,. dated July 6, 1964.and.duly cecorded..in
the Carteret County Registry in Book 252, page 480. -
f i
. TRACT 2:
J�
k
Being all that certain other parcel of landconveyed to
_., �;•
Grantor by deed from R.W. Taylor Com any, .Inc., dated July 6,
1964.
. In.Morehead Township: Beginning at a point in the
north line of the rightof way (Book 18, page 11) of the spur,
track of the Atlantic a North Carolina Railroad at the southeast,
--:,"-
corner of the lot conveyed by John C. Banks to R..W. Taylor 6
Company.by-deed recorded in Book 121 page 536 Office of the
RegisterofDeeds of. Carteret County; runs thence South 82° 19' -
. ,;z[
East, 189.2 feetto.a point in Wallace Fisheries west.line;-
,,aa
thence South 7? 36' West; along Wallace fisheries west line, 487
feet to the navigable waters of-Bogue Sound; thence along the
navigable waters of Rogue Sound to a point on Rogue Sound which
°G
in two straight lines is South 81°', 28'.West, 97-feet,and North
�.i

850 49' West, 133 feet; thence North 50 06' West, crossing the
right of way of the spur track of the Atlantic and North Carolina
;=1 Railroad, and the paved State Highway, 534.7 feet to a point;
thence South 790 20' East, crossing the paved State Highway,
.'� 181.8 feet to a point in the east line of the dead end of Banks
-r3 Street; thence South 40 58' West, 143.5 feet to the point of be-
ginning.
- NOTE: Tracts 1 and 2 described above comprise all of the
property owned by Grantor that is adjoined on the East by proper-
ty now owned by Grantee, and adjoined on the West by property
owned by the State of North Carolina.
F�
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(MASONTOWN)
076. 0. 15'W
608-N
(SALTER PATH)
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076' 4604 75' W
NEWPOR
MANSFIELD QUADRANGLE
NORTH CAROLINA
TOPOGRAPHIC SERIES (CORE CREEK)
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(BEAUFORT)
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076'H'"11-W
MANSFIELD, NC
1998

Crystal Coast Ennineerinst, PA
205-3 Ward Road
Swansboro, NC 28584
ph. [phone]
[e-mail]
Business License C-2553
July 31, 2020
Calculations
Carteret Community College Permit SW8 960424 Modification
Redevelopment BUA
Foundation A Pre-existing BUA Removed Post 1996 Original Permit Approval 2,400 sf
Proposed BUA
Greenhouse 1,780 sf
Sidewalk 49 sf
Cistern and appurtenances 571 sf Max.
Cistern Overflow
4" Diameter per Table 1 for Wilmington, Urban Waterways - Rainwater Harvesting: Guidance for Homeowners
by Mathew Jones, E.I. and William F. Hunt, Ph,D.,P.E. and the 2018 NC Plumbing Code Table 1106.2(1)
Q10=CiA= (1)(8.83)(1780/43,560)= 0.36 cfs
4" Dia Pipe Area = 0.087 sf
V10 = Q30/Pipe Area = 4.1 fps Non -erosive to grassed area
(Discharge to riprap pad as precaution)
4" Diameter PVC - Downspouts to Tank
Per Manning's Equation for pipe flowing just full
Pipe @ -1% is limiting condition for 10 year, 5 minute intensity
D = 16 (Q10*n)/sgrt (s))A3/8 = 3.91 inch Theoretical Pipe Diameter
4" Dia Ok / Specified
Attachments
1 NCSU Rainwater Harvester V3 model inputs and results
2 Monthly water usage letter from CCC Lead Horticulture Instructor, Nathan Beasley
3 Pump data sheets

RainwaterHarre terV3 — ❑
RAIN WATER HARVESTER
System Design ' Basic Usage' Custom Usage Irrigation Output
System Design
Mod 2\Rainwater Harvest 3.DVNImington-Daily.rai Browse ❑✓ Use Output File
Roof Area 1780 sq. ft.
Capture Factor — ------ -- —
Q Lookup Capture Factor Slope Sloping
Q Input Capture Factor Surface Other
Value 0.87
city
Wilmington ..
Water Cost
O.DD336 S/gal.
Sewer Cost
0.00404 S / gal.
Discharge to Sewer
7
Water Quality Vol. Depth
3, Inches
Cistern Cost
$
❑ Use Backup
Backup Water Supply-
c Fill Backup •
_ Switch Backup
Water Quality Variables
- - -
Mdrogen
1.58 mg / I
Phosphorus
10.03 1 mg/1
Suspended Soilds
3.48 mg / I
Optimal/Designated Volume - -
Q Optimal QQ Designated
Stan Trigger i Volume 1860 Gallons
Stop Backup
AUG 0 7 201
BY:--_
❑ Use Passive Release
Passive Release - -
Detention Volume
Draa'down Pate L I gal./blur
® Simulation Complete!
Sunulate

RainwaterHanicsterV3 — ❑
RAINWATER HARVESTER
System Design Basic Usage • Custom Usage hgabon 04pult --
Custom Water Usage
Jan.
&,,�y ®
Feb_
®®�
Mar_
Apr.
May
®
Jun_
-]
Jui_
Aug_
6DD
Sep-
Go
Oct-
250
Dec-
Nov_ Dec_
250 250
gal. / day
Monday PKI
®
35D
®
5o0
®
6o0
6D0
PE
250
250 ®
gal./day
Tuesday ®
350
®
®
®
®
64D
EDD
fiDD
2 0
256 25D
gal./day
wednesday ®
350
®
WJ
160D
600
®
256
250 250
gal. / day
Tfuasday ®®
350
5DD
500
51iD
fi00
600
�
25o
250 25o
gal../day
Fliday 350
®
350
5D0
5t10
500
600
s0D
60D
25o
250 250
gal./day
Saturday 350
35D
®
�
50D
606
600
6D0
210
25D 250
gal:/day
—' 1 F--->] F-7> F--->—] F-->—] F--->]00=00
-
pick the
arrows to
copy between months
Times of Usaae
❑ Midnight
❑ 6 AM
❑ Noon
❑ GPM pear M Tunes
❑ iAM
❑ 7AM
❑ 1PM
❑ 7PM
❑ 2AM
❑ 8AM
❑ 2PM
❑ 8PM
❑ 3AM
❑ 9AM
❑ 3PM
❑ 9PM
❑ 4AM
❑ 10AM
❑ 4PM
❑ 10PM
❑5AM
011AM
❑5PM
❑11PM.
Midnight-5Atv1 6AM -1 Atv1 Noon - 5PM 6PhL-19 PM
-"„' Simulation C omplete! 5unulate

RainwaterHarvesterV3
System Design Basic Usage Custom Usage Iuigation - Output
DaiIV Simulation Results
Curtent Previous
Total Volume, Captured
86 4
Usage Replaced
36'4
Annual Water Usage
46502gat.
Annual Water Savings
S 156
Annual Backup Water Usage
O gal.
Annual. Backup Water Cost
S D
Overflow Frequexy
Dry Cistern Frequency
77
Water Quality. Vol_ Captured
877.
Average Drawdown Time
Annual Nitrogen Removed
0.611bs..
Amu" Phosphorus Removed
D.01 Ibs.
Annual Suspended Solids Removed
1.351bs.
Payback Period
Dyrs.
Tank Volume
180D gal.
Annual Discharge to Sewer
D gal.
Annual Discharge to Sewn
S D
Save Output
Show Graph
RAINWATER HARVESTER
Irrigation Table
Average Required Irrigation Depth (in
.1a luary
0 in
FeMaay
Din
March
Din
April
0 in
May
Din
.have
Din
Judy
Din
Augnst
Din
September
D n
'October
Din
November
Din
December
Din
MENWESimulation Complete!
Simulate

nnnnn
Simulation Period Averages
January tebmary March April May June July Augurt September October November December
\M% Volume Captu❑
M Volume Deman
MM Volume Used
— Rainfall Volume
C� BackupVolurric

In /�
CARTERET
COMMUNITY COLLEGE
3505 Arendell Street, Morehead City, NC 28557 • [phone] ♦ www.corteret.edu
To Whom It May Concern,
The following average daily water use is anticipated for the 24'x72' greenhouse being
constructed on Carteret Community College's campus,
January — March: 350 gallons
April — June: 500 gallons
July — September: 600 gallons
October — December: 250 gallons
Projections are based upon typically plant production needs, in conjunction with
average weather conditions.
Thank you,
±NathanBeas ey
Lead Horticulture Instructor
Carteret Community College
252-222-6016
n athanw0468A ca rteret.ed u
2020
Y�
An Equal Opportunity Educational Institution Serving the Community without regard
to Race, Creed, Sex, National Origin, or Disability.

7/30/2020 RainFlo MHP150A 1 1/2 HP Automatic Pump - Rainwater Collection and Stormwater Management ,
SKU 18012
MHP Extended Warranty
Q . For an additional) -year warranty, checkthis box. Terms below. + $59.95
Currently in stock
Quantity 1 Order
Print Broctnn'e
When performance matters:
The RainFlo MHP150A is an automatic 115W60Hz 4-stage 11/2 HP centrifugal surface pump with all stainless
steel 304 construction in the water end. The pump automatically activates whenever water begins to flow from
user demand such as an irrigation valve opening or a hose end sprayer being operated. When water flow stops,
the pump shuts off. The pump control unit also features run -dry protection to prevent damage to the pump
when no water is present.
Comparison to others:
Many of today's automatic surface pumps are configured with a built-in integrated controller. While built-in
controllers are convenient, they are commonly the first component to fail which renders the rest of the pump
inoperative and many times irreparable. Ironically, the controller is also the least expensive part of the pump
system.
The MHP150A is configured with a removable controller which not only allows user-friendly diagnosis and
repair, but it also helps protect your pump investment in the event of a power surge or electronics failure. To
diagnose the pump, simply unplug it from the controller and plug it into a wall outlet for about 10 seconds. If it
runs, the problem is isolated to the controller.
Its solid construction with a thick stainless steel casing and stainless steel impellers result in the durable and
quiet operation this pump is known for.
Pump Performance Curve:
t&6SECURE
�P.leasc clickSThatllivgy
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https://www.rainharvest.wm/rainflo-mhp150a-1-1-2-hp-automaGt-pump.asp 317

7/30/2020 . RainFlo MHP150A 1 1/2 HP Automatic Pump - Rainwater Collection and Stonnwater Management
Htt PSI
7
i90 80
80
170
160 70
150
140 60
130
120 10
110
100
y0 40
80
70 30
60
40 20
30
20 10
10
0 0
0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36
GPM
Pump Performance Chart:
RainFlo MHPISOA Performance Chart
TDH
PSI
GPM
160
68
2
139
60
12
127
55
15.2
116
50
19.3
104
45
21.8
92
40
24.9
81
35
27.0
69
30
29.0
58
25
30.8
46
20
32.3
35
15
34.2
23
110
36
13
5.5
_Specifications:
SECURE
w�lease Flick to chaff L,1 eem
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4/7

7/30/2020
RainFlo MHP150A 1 1/2 HP Automatic Pump -Rainwater Collection and Stormwater Management
Performance range:
Flow up to 36 GPM
Head up to 164 ft
Inlet/Outlet size:
1.25" FPT inlet, V FPT outlet
System pressure:
Up to 65 PSI
Inlet pressure:
Max.145 PSI
Operating pressure:
Max.145 PSI
Liquid temperature:
320F -1580F
Ambient temperature:
320F -1220F
Nominal voltage range:
110V -120V, 60Hz,10A max.
Power cord:
5 foot 3-prong grounded
P1kW:
1.5
P2kW:
0.75
Weight:
36 Ibs
Dimensions:
16"L x 6.5"W x 18"H
Thermal protection:
Yes
Motor:
2-pole induction, Continuous duty
RPM:
3450
Cooling:
Air cooled
Insulation class:
F
Protection:
IP55
Certifications:
TUV, CCC
Rear side and priming/drain ports illustration:
(upper is the priming port, lower is the drain):
Product Documents:
rc�
aSECURE
R:]
,qp [Ii_c to c Ka t1 Ii3c�
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https://www.rainhaNest.corrVrainflo-mhp150a-1-1-2-hp-automatio-pump.asp 517

July 30, 2020
Crystal Coast Engineering, PA
205-3 Ward Road
Swansboro, N.C. 28584
[phone]
John R. Freshwater, PE
[e-mail] mobile [phone]
Business License C-2553
Carteret Community College
Narrative - Stormwater Permit Modification
SW8 960424
Carteret Community College (CCC) fronts on US Highway 70 in Morehead City, NC, and borders Bogue
Sound (SA waters) along the southern campus boundary.
The College urgently needs to construct a greenhouse to sustain its horticulture program. CCC is
requesting express review of a modification (reallocation of redevelopment BUA) of stormwater permit
SW8 960424 to this end.
The original permit was approved in 1996 and was first modified in 2018. Most of the work proposed in
the 1996 permit did not occur, including substantial redevelopment. The construction set forth in the
2018 modification did occur.
SW8 960424 currently permits 3 Alternative Wet Detention Pond/Infiltration Basin Systems, an
Infiltration Basin and via the 2018 Modification, a Rainwater Harvesting Cistern combined to serve
123,441 sf of BUA. In addition, the redevelopment of 112,849 sf was approved.
1 of the 3 Alternative Wet Detention Pond/Infiltration Basin Systems (system #1) and the
associated BUA (17,581 sf) were constructed.
The Rainwater Harvesting Cistern (system #5) and associated BUA (2,341 sf) were constructed.
57,939 sf of the proposed redevelopment was substantively constructed.
After issuance of permit SW8 960424 in 1996, additional stormwater permits were approved for CCC,
and development ensued within or overlapping the subject (1996) permit project area. Runoff from
impervious surfaces covered by the subsequent permits is collected and treated in approved SCMs.
Please note that since the issuance of the first CCC stormwater permit in 1994 (SW8 940419), every
additional stormwater permit has overlapped at least one prior permit, including the most recent (SW8
190107 for the Hospitality & Culinary Arts Building).
In order to construct the greenhouse, CCC is seeking redevelopment credit for BUA previously removed
from within the subject (1996) permit area, near the proposed greenhouse location but not within an
area covered by overlapping permits. - -
ii
AUG 0 7 2020
BY:

Although not in direct conflict with the greenhouse construction, as part of this modification we are also
requesting that the originally permitted Stormwater System #3 be deleted from permit SW8 960424, as
requested by NCDEMLR. The location of the proposed / permitted (1996), but not constructed system
#3 Wet Detention Basin overlaps the existing CMAST (Permit SW8 970426) stormwater infrastructure.
The impervious surfaces (Classroom Buildings B & C and appurtenances) associated with the 1996
system #3 were likewise not constructed. CMAST permitting and development now prohibit the
proposed construction of Classroom Building B. Also, a "polishing" wetland constructed circa 2006,
occupies much of the area formerly proposed for Classroom Building C.
During a long and still ongoing complete campus surveying process (initiated in September 2019 as the
first step to remedy the difficulties created by the overlapping stormwater permits), it was discovered
that the present normal high-water level of Bogue Sound along a section of shoreline east of the
proposed greenhouse is significantly landward of that indicated on earlier permit documents. We
believe this to be an unintended consequence of a constructed "polishing" wetland, part of a Shoreline
Stabilization and Habitat Enhancement Project circa 2006. Prior to this discovery, the requirement for a
50' setback from surface waters was not a concern. Thankfully, the rules allow a 30' setback for
redevelopment (consistent with the LAMA buffer) which is provided.
To utilize reallocation of redevelopment BUA, the proposed greenhouse must meet the requirements of
redevelopment per GS 143-214.7(al) (2) which states:
Redevelopment. —Any land -disturbing activity that does not result in a net increase in built -upon
area and that provides greater or equal stormwater control to that of the previous development.
Whereas the stormwater control of the previous development is unknown, sheet -flow of runoff appears
the best case for BUA eligible for redevelopment. This is the proposed condition for the concrete walk at
the greenhouse front entry. We submit that the greenhouse gutters, designed to drain to a cistern as an
element of a complete Rainwater Harvesting System (in accordance with the NCAC Minimum Design
Criteria), provide greater stormwater control than the previous development. Sheet -flow runoff from
the top of the cistern and appurtenances will provide equal control to that of the previous development.
Please see the original plan sheet 1, Stormwater Masterplan/Existing Impervious Conditions Map for
SW8 960424 on which the proposed greenhouse location is indicated. Please note that all hatched
impervious surfaces constitute a credit (if removed) towards redevelopment. Portions of the hatched
BUA have been removed and credited towards past redevelopment. Also, hatched BUA has been
removed and credit towards future BUA is due the college.
Please see SW8 960424 plan sheet 2 and the circled "Old Foundation A" named for demolition as the
redevelopment candidate to associate with the greenhouse.
Please note that Thomas Charles, Regulatory Specialist (USACE) has visited the project (greenhouse) site
and verified that the greenhouse project is not located in the Corps jurisdiction (i.e., wetlands). Also,
please note that a CAMA permit allowing construction of the greenhouse has been issued. Prior to
issuance of the CAMA permit, the NC Division of Coastal Management likewise determined the project
does not encroach on wetlands over which the Division has jurisdiction.
AUG 0 7 2020
BY:_

RECEIVED
1 ] JUL 31 2020
NCOEO
WILMINGTONRO
COASTAL PLANNING SERVICES, INC.
Kathy B. Vinson, AICP
Comprehensive Land Use Planning and Development Assistance
P.O. Box 827 Office 252.354.4916
Morehead City, NC 28557
[e-mail]
July 31, 2020
Ms. Christine Hall
Environmental Engineer
DEMLR-DEQ
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Carteret Community College
Express Stormwater 960424 Modification
Dear Christine:
Fax [phone]
Mobile [phone]
Carteret Community College Vice -President Stephen Sparks is requesting express review of a modification to
Stormwater Permit 960424. The modification is needed for construction of a greenhouse and sidewalk, installation
of a rainwater harvesting cistern, and associated grading.
We are scheduled for a virtual submittal meeting on Tuesday, August 4, 2020 beginning at 10:00 AM. We are
making arrangements for the virtual meeting and will provide details once it has been arranged.
Enclosed are the following items in support of the application:
• Original and one copy of the Stormwater Management Permit Application Form.
• Original of the applicable Supplement Form and O&M agreement
• Permit application processing fee of $500 (Carteret Community College check number 9062339)
• Project narrative
• USGS map
• Calculations
• Two sets of plans
• Property deed
• 1996 Application and 2018 Modified Permit with markups and highlights
• CAMA Permit #76-20 Modification dated July 22, 2020
Thank you for your assistance with this project. Please let us know if you have questions.
Sincerely,
0. C/��
Kathy B. Vmson, AICP
cc: Stephen Sparks
John Freshwater
Enclosures

Crystal Coast Engineering, PA
205-3 Ward Road
Swansboro, N.C. 28584
[phone]
John R. Freshwater, PE
[e-mail] mobile [phone]
ECEIVE
June 18, 2020 JUN 10 2020
Carteret Community College BY.
Stormwater Permit Modification Narrative
SW8 960424
Carteret Community College (CCC) urgently needs to construct a greenhouse to sustain its horticulture
program. CCC is requesting a minor modification (reallocation of redevelopment BUA) via the express
review process for stormwater permit SW8 960424 as soon as possible.
Please note that CCC is seeking redevelopment credit for BUA previously removed from within the
permit project area, proximal to the proposed construction (also within the permit area) and not within
an area covered by overlapping permits.
In order to utilize reallocation of redevelopment BUA, the proposed greenhouse must meet the
requirements of redevelopment per GS 143-214.7(al) (2) which states:
Redevelopment. —Any land -disturbing activity that does not result in a net increase in built -upon
area and that provides greater or equal stormwater control to that of the previous development.
Please see SW8 960424 plan sheet 1, Stormwater Masterplan/Existing Impervious Conditions Map on
which the proposed greenhouse location is indicated. Please note that all hatched impervious surfaces
constitute a credit (if removed) towards redevelopment. Much of the hatched BUA has been removed
and credited to past BUA redevelopment. Also, hatched BUA has been removed and credit towards
future BUA is due the college.
Please see SW8 960424 plan sheet 2 and the circled "Old Foundation A" named for demolition as
perhaps the better redevelopment candidate to associate with the greenhouse.
Whereas the stormwater control of the previous development is unknown, sheet -flow of the runoff
resulting from a IS' design storm appears the best case, although unlikely for much of the original BUA
eligible for redevelopment. When time is not an issue, for future redevelopment, we will request old
construction plans and photographs from the college (which may or may not be available).
The horticulture instructor encourages inclusion of a cistern. If you agree and will allow, we propose the
greenhouse gutters drain to a cistern capturing at a minimum the runoff from the 1.5" design storm and
provide for its passive release per the SCM manual as regards DIS or a LS/VFS.
To date we have not been provided a non -potable water demand for the greenhouse. It may be that the
demand will not be known until the greenhouse has been in operation for some period. If you are in
agreement, I will ask the instructor for a volume he would like to have on hand, place the passive
Page 1 of 3

drawdown device above this level and not consider greenhouse water use as part of the stormwater
management.
Please note that Thomas Charles, Regulatory Specialist (USACE) has visited the project site and provided
an email stating that the greenhouse project is not in the Corps jurisdiction.
We first discussed some of the above during a December 11, 2018 scoping meeting regarding permitting
of a campus trail. It was clear then as now, that utilizing BUA redevelopment credit is ideal for the linear
nature of the proposed trail. Also, modifying each permit the trail crosses, especially given the multiple
permit overlaps and misrepresentations of the existing conditions, was agreed impractical. Please know
that the college is continuing to plan on construction of the trail.
Since the first stormwater permit was issued in 1994 (SW8 940419), every additional permit has
overlapped at least one prior permit, including the most recent (SW8 190107 for the Hospitality &
Culinary Arts Building). Please see the attached exhibit A, prepared this past November to illustrate the
overlapping of permits.
The college is committed to rectifying the state of its stormwater management permitting. Given the
multiple permits, modifications and renewals approved since the 1994 permit, I hope that my bringing
these overlapping permit actions to DEMLR's attention does not damage CCC by preventing expeditious
issuance of the urgently needed minor modification.
Please see the attached Preliminary Topographic (Drone) Survey for Carteret Community College from
McKim & Creed as evidence that the college is aggressively working to resolve its stormwater permit
issues by verifying existing conditions and consolidating four of its five stormwater permits accordingly.
The final survey (engaged September 23, 2019 for delivery December 2019 to be provided by The
Cullipher Group) is to address the "obscure' areas indicated, delineate all BUA, stormwater ponds, etc.
We have asked repeatedly when to anticipate the final survey files, yet do not know. Since receipt of the
preliminary drone survey, we did receive a survey of the campus boundary as a single parcel.
Following are brief discussions of each permit. I hope they are helpful in your deliberations as to
allowing the requested minor modification.
SW8 940419
Proposed 4 Infiltration Basins and 78,373 sf of BUA — none of which were constructed.
I believe the final survey will demonstrate this permit may be rescinded without concern.
SW8 960424
Proposed 3 Alternative Wet Detention Pond/Infiltration Basin Systems, an Infiltration Basin and
via a 2018 Modification a Rainwater Harvesting Cistern combined to serve 123,441 sf of new
BUA. In addition, the redevelopment of 112,849 sf was approved.
1 of the 3 Alternative Wet Detention Pond/Infiltration Basin Systems and the associated
BUA (17, 581 sf) were constructed.
The Rainwater Harvesting Cistern and associated BUA (2,341 sf) were constructed.
57, 939 sf of the proposed redevelopment was constructed.
Page 2 of 3

Of the unbuiIt stormwater treatment systems, retaining the right to only the infiltration system
(#4) has value to the college.
SW8 970426
The treatment of runoff from all proposed BUA by infiltration appears consistent with the
permit documents.
4,782 sf of BUA indicated to be pre-existing and eligible for redevelopment (see SW8 94019 and
SW8 960424) was removed from within the project area.
SW8 020908
The treatment of runoff from all proposed BUA by infiltration appears consistent with the
permit documents.
91,181 sf of BUA indicated to be pre-existing and eligible for redevelopment (see SW8960424)
was removed from within the project area.
Upon receipt of the complete campus survey, we look forward to verifying the existing conditions,
combining the permits as discussed above as well as incorporating additional campus areas not
presently within a stormwater permit project area.
Lastly, please find attached the greenhouse site, grading and detail plans provided by The Cullipher
Group, PA. The email from Mr. Charles with the Corps of Engineers is also attached.
Page 3 of 3

Weaver, Cameron
From:
John Freshwater <[e-mail]>
Sent:
Thursday, June 18, 2020 10:50 AM
To:
Hall, Christine
Cc:
Weaver, Cameron; AICP Kathy B. Vinson
Subject:
Re: [External] Carteret Community College (CCC) - Express SW 960424 Stormwater
Permit Modification
Attachments:
FW Non-DoD Source FW Carteret Community College greenhouse project.txt; CCC SW
Narrative June 18_2020.pdf; CCC SW Exhibit A.pdf; McKimm and Creed CCC Drone
Preliminary.pdf; PM766 CCC GREENHOUSE 5 8 20.pdf; SW8 960424 Plan Sheets 1 and
2.pdf
Good Morning Christine (Cameron & Kathy)
I believe the attached narrative and other documents address the concerns expressed in your last email.
Again, thank you very, very much for all the help
Hope this finds all doing well!
John
On Mon, Jun 15, 2020 at 5:05 PM Hall, Christine <Christine.Hall @ncdenr.gov> wrote:
John,
You have provided quite a bit of background and options in your emails. One thing that stands out to me as part of the
redevelopment concept is the idea that you are seeking credit for BUA removed in other parts of the campus. Being
that the campus as a whole is not compliant and has overlapping permits, seeking credit for redevelopment in other
parts of the campus will not work at this time. Can you provide a site layout or additional details of where the BUA that
is/was removed is located within this project boundary and how the greenhouse will meet the requirements of
redevelopment per GS 143-214.7(al)(2)? A site plan showing the area that is being or was removed and narrative
would be helpful.
Please note the change to my direct phone number "
Christine Hall
Wilmington Regional Stormwater Program Supervisor

Division of Energy, Mineral and land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7339
Email: christine.hall(Wncdenr.00v
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
='D Q
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: John Freshwater [mailto:[e-mail]]
Sent: Monday, June 15, 2020 9:25 AM
To: Hall, Christine <Christine.Hall @ncdenr.gov>
Cc: Weaver, Cameron <[e-mail]>; AICP Kathy B. Vinson <[e-mail]>
Subject: Re: [External] Carteret Community College (CCC) - Express SW 960424 Stormwater Permit Modification
Good Morning Christine (Cameron & Kathy)
As you know, I have desperately been seeking the simplest and most expeditious means to permit the proposed (much
needed) CCC greenhouse.
I spent this weekend (again) reviewing the existing permit documents and the stormwater rules. I again concluded that
assignment of a portion (1,830 sf) of the BUA in the permitted plans available for removal and redevelopment is most
fitting.

This action appears to require a Minor Modification only. If you deem appropriate for and allow us to handle through
the express process, that would be wonderful for the college.
Perhaps I am oversimplifying, but it appears we would need to:
Note the BUA revisions on the original plans
a. Cross out items listed for redevelopment that were not and will not be.
Add the greenhouse to the redevelopment list on the plans
2. Provide a Site & Grading Plan for the greenhouse
3. Provide completed form SWU 101 per the latest (2018) permit modification application
4. $1,500 Check to NCDEQ
If the Minor Modification suggested above is not a candidate for express processing, unless you see a problem with the
action, perhaps we need to hurriedly submit via the standard process.
With consideration for the urgent CCC need to construct the greenhouse, please let us know how you recommend we
proceed.
Hope this finds all doing well!
Thank you,
John
On Tue, Jun 9, 2020 at 10:44 AM John Freshwater <[e-mail]> wrote:
Dear Christine,
Thank you for the thoughtful response to my email this past Friday. Given the helpful comments and questions you
provided, I am hopeful the following will make clear an acceptable permitting pathway which accommodates the
immediate and future stormwater management permitting needs for Carteret Community College (CCC).
The college urgently needs to construct a greenhouse in support of the recently re-established Horticulture
Technology Program. College staff indicates that the future of this program is dependent upon the greenhouse being
constructed this upcoming August (2020).

Due to the urgency of the greenhouse construction, I recently proposed a modification nearly identical to that
approved February 23, 2018 for the same permit (SW8 960424). 1 assumed this to be acceptable given the 2018
approval and my understanding that our proposal had been (verbally) accepted for express review (please see the
Request for Express Permit Review Narrative).
While there may be differences between the 2018 modification and the modification currently proposed of which I am
unaware, the similarities include:
• Minimal roof area
• Rainwater Harvesting (cistern) SCM
• 30'setback
That said, it continues to be preferable, as has been the plan for months, to treat the greenhouse as redevelopment of
previously removed impervious areas. I have reviewed the four relevant CCC Stormwater Permits multiple times and
determined that the college may redevelop 100,000 ftz (+/-). As previously considered, if I can demonstrate this to
your satisfaction (via the existing permit documents), I now believe this is the better permitting pathway to expedite
construction of the greenhouse.
At this time, we request this only for the proposed greenhouse impervious area (1,830 ftz).
I prepared a narrative and two exhibits to this end in November of 2019 and recall discussing the scenario with you,
but I cannot find an email where I sent you the documents. My recollection is that you indicated it may be possible. In
any case the option was not pursued, as I had expected to soon receive a survey that would not only provide for the
greenhouse, but address all the CCC permits.
We agree that the existing, overlapping, and misrepresentative CCC permits must be addressed as soon as possible.
CCC and Crystal Coast Engineering, PA (CCE) entered into an agreement on September 25, 2019 to this end.
A comprehensive survey of the campus is essential to address the multiple stormwater permits. As part of CCE's
agreement with the college, a surveying and engineering group was engaged on behalf of CCC and scheduled to
perform the survey field work last fall. We were told to expect delivery of certified paper and CAD file copies of the
survey in December of 2019. The surveying firm delegated field data collection (with CCC and CCE support) to a
second engineering and surveying firm equipped to perform an aerial survey of the campus. The aerial survey via
drone was performed but found to be grossly incomplete. It appears that after several months (and requests for
delivery of the survey), it was finally concluded that the survey would have to be completed by crew on the ground.
We are assured this work is ongoing and progressing.

However, the need for the greenhouse has become ever more urgent as time waiting for the survey has passed. The
plan for months has been to treat the greenhouse as redevelopment of previously removed impervious surface. If the
commissioned survey were complete, construction of the greenhouse could readily be demonstrated to qualify as
redevelopment.
We submit at this juncture that the existing permit documents provide that substantial impervious area is currently
available to CCC for redevelopment. The amount of documented BUA removed available requiring stormwater
control equal to the previous development far exceeds the proposed greenhouse area.
In response to your question as to when it is planned to address the (existing) overlapping CCC permits, 1 estimate that
following receipt of the completed survey, I will need -30 days to develop the modified and consolidated permit
documents.
As to your question of how it is planned to address the existing overlapping permits, upon receipt of the
comprehensive survey we plan to assess the presently existing built upon area (BUA) and stormwater control
measures (SCMs). Consistent with your direction during our December 11, 2018 scoping meeting (addressed below),
we will then compare the results with the current stormwater permits. Thereafter a single permit reflecting the
current (and verified) site conditions and overall stormwater management compliance will be developed with your
assistance.
Provided within your email (blue and italicized):
The following projects are not eligible for the express process:
i. High density projects that propose or modify more than five (S) storm water control measures (SCMs). Up to
three (3) additional SCMs, for a total of eight (8), may be allowed if approved by the stormwater supervisor and/or
discussions during the scoping meeting determine the modifications to be minor in nature.
Response: The rainwater harvesting modification request proposes the addition of 1 SCM. There are 5 SCMs per the
recent modified permit. Via redevelopment no SCMs would be added or modified.
ii. Projects that impact another permit, overlap another permit, or cause another permit to become out of
compliance. The only exception is when the necessary resolution to the adjacent or impacted permit is also submitted
to the express stormwater permitting program and accepted at the some time.
Response: The proposed modification (whether rainwater harvesting or redevelopment) would not change the
impact, overlap, or compliance status of the existing permits.

iii. Alternative designs. The express program is designed for those projects that meet all established rules,
policy and guidance. Projects that propose alternatives to these established requirements require additional review
time that cannot be met under the timelines established for the express stormwater permitting program.
Response: NA
iv. Projects with compliance issues where the issues will not be resolved by the proposed permitting action.
Response: The only compliance issue known at this time involves the Rhue building and associated parking which we
plan to address by characterization as redevelopment of previously removed impervious area.
We first talked about the state of the Carteret Community College (CCC) stormwater permits on December 11, 2018
during a scoping meeting intended to establish the best route for permitting a campus trail. The trail would cross
multiple stormwater permit project areas as the permits now stand. As you requested, prior to that appointment, I
joined you and Andy Munday, P.E. of Stroud Engineering in a meeting having to do with a stormwater permit for the
CCC Hospitality & Culinary Arts Building.
Please consider my following notes from our December 11, 2018 meeting and let me know if I understood everything
correctly.
• In preparation for the meeting you identified the campus Rhue Building as needing to be included in a
stormwater permit. We discussed addressing the building and parking as redevelopment.
• Need to verify and document:
• BUA as documented via the stormwater Mosterplan /Existing Impervious Map dated 4/1/96 (Plan sheet
1 stormwater permit SW8 960424)
Since removed BUA
o That has been redeveloped
o That is presently available for future redevelopment
o That may resolve instances of noncompliance such as the Rhue Building
• BUA constructed via permit with associated SCMs and their drainage areas
• BUA and SCMs permitted, but not built

o Maintain vested rights to utilize in future
o Example discussed — basins approved by way of SW8 940419
• Similar permitting issues and efforts at reconciliation at UNCW
• CCC to develop master plan based on the existing conditions and consolidation of current permits
o Select single (unexpired) current permit and modify as new / revised master
o College to issue letter requesting to rescind other permits upon issuance of single modified permit
• Publicly funded linear projects (such as the proposed trail) are exempted from the 50 ft. setback requirement in
areas subject to 2008 and 2017 rules
Since the December 11, 2018 meeting, we have discussed the situation by phone and email. Your help is very much
appreciated.
In summary, we are requesting authorization to pursue an express modification to SW8 960424 for construction of the
greenhouse. We have identified the two modification options described below. Please let us know if there is an
alternate expeditious more economical option.
Preferred Option: Allow us to demonstrate to your satisfaction the availability of excess BUA for redevelopment via
the existing permit documents and thereby allow, as quickly as possible, permitting the proposed greenhouse
construction.
Alternate Option: Alternately, we understand from your email that based on the Design Manual the rainwater
harvesting system (RWH) can meet the MDC 15A NCAD 02H .1057 for RWH without difficulty. This is true, even if
limited to "discharge through a passive drawdown device' to disconnected impervious (DIS). Please note there is not
sufficient area on the site to provide a 50' setback from normal high water to the greenhouse although there is area
for a 30' setback (for redevelopment).
If this is the route you recommend, I will need your help understanding the setback exceptions.

Also pertinent to the circumstances, please note that previous shoreline delineations did not place the proposed
greenhouse in a CAMA Area of Environmental Concern (AEC). However, a landward migration of the normal high-
water (NHW) line was recently identified during the ongoing survey work, thus placing the site within the coastal
shoreline AEC. Prior to being provided this revised boundary information, a 50' setback would not have been an issue.
We therefore requested an express CAMA permit concurrent with the request for express stormwater permitting. The
Division of Coastal Management working with my associate, Kathy Vinson, AICP, is processing the CAMA permit in a
manner to avoid the express fee as well as deliver a permit in early July. The greenhouse size, site specific structural
design and grading plan were all developed prior to knowledge of the landward migration of NHW.
Thank you for your help. As you know we are anxious to move forward and assist the college with this time -sensitive
project. I look forward to and very much appreciate your guidance.
John
On Fri, Jun 5, 2020 at 3:42 PM Hall, Christine <[e-mail]> wrote:
John,
I have provided answers below in blue italics. We did receive the express request for a submittal meeting. However,
it does not sound like all of the kinks have been worked out yet. Additionally, rainwater harvesting is not a
commonly used SCM. Since there are some very specific questions that impact the design and review, we will need
confirmation of the approach and agreement to meet the 2017 MDC and other requirements in the rules prior to
scheduling. Please also, be aware of the following, which can be found on the Express fee schedule:
The following projects are not eligible for the express process:
i. High density projects that propose or modify more than five (5) stormwater control measures (SCMs). Up to
three (3) additional SCMs, for a total of eight (8), may be allowed if approved by the stormwater supervisor and/or
discussions during the seeping meeting determine the modifications to be minor in nature.
ii_ Projects that impact another permit, overlap another permit, or cause another permit to become out of
compliance. The only exception is when the necessary resolution to the adjacent or impacted permit is also submitted
to the express stormwater permitting program and accepted at the same time.
iii. Alternative designs. The express program is designed for those projects that meet all established rules, policy
and guidance. Projects that propose alternatives to these established requirements require additional review time that
cannot be met under the timelines established for the express stormwater permitting program.
iv. Projects with compliance issues where the issues will not be resolved by the proposed permitting action.
** Please note the change to my direct phone number **

Christine Hall
Wilmington Regional Stormwater Program Supervisor
Division of Energy, Mineral and Land Resources — State Stormwater Program
North Carolina Department of Environmental Quality
Office: 910 796 7215
Direct: 910 796 7339
Email: christine.hall cDncdenr.00v
Address: 127 Cardinal Drive Ext.
Wilmington, NC 28405
W;:
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: John Freshwater [mailto:[e-mail]]
Sent: Thursday, June 4, 2020 11:46 AM
To: Hall, Christine <[e-mail]>
Cc: Weaver, Cameron <[e-mail]>; AICP Kathy B. Vinson <[e-mail]>
Subject: [External] Carteret Community College (CCC) - Express SW 960424 Stormwater Permit Modification
Dear Christine,
Background
Consistent with our previous discussions, CCC remains committed to consolidating four of its five stormwater permits
into a single permit. To this end the work to provide a comprehensive survey of the entire college campus continues.
How/when is it planned to address the overlapping permits?

In the interim, the college urgently needs to construct a greenhouse for use during the Fall 2020 semester in support
of the recently re-established Horticulture Technology Program. Therefore, the recent request for express review of a
Stormwater Permit (SW8 960424) Modification was made.
My understanding is that we may expect NCDEQ-DEMLR to authorize submittal of the express modification
application package the latter part of this month (June) or early next month (July). Is this correct? We are currently
scheduling the last week in July.
Questions / Concerns
I am requesting that you please consider and comment on the following permit protocols and questions.
1. The prior permit modification application (approved February 23, 2018) identified only a new drainage area (415)
for the then -proposed new BUA (please see attached). The project data for the new drainage area q5 (and system)
were appended to the original (July 16, 1996) permit. We plan, unless you direct otherwise, to similarly address the
currently proposed greenhouse roof drainage area and stormwater management system as drainage area #6 in the
forthcoming application. That's fine.
2. The project area was originally permitted per the 1995 Stormwater Rules, which do not appear to require a
setback from surface waters. Also, the 95 rules do not explicitly include rainwater harvesting nor had the MDC been
established. Do I understand correctly that the setback may be addressed in accordance with the current rules
.1003(4)(c) and G.S. 143-214.7(b2)(2)? High density projects under the 1995 rules do not require setbacks. However,
any additional BUA, additional SCMs, or SCMs that increasing in size are subject to the 2017 rules (per .1001(1)(d) and
.1002(25) ond(23)) and would either have to provide the vegetated setback or demonstrate compliance with one of
the exemptions to the setbacks (.1003(4)) and as listed in SL2008-211 (not all of the exemptions were captured in the
2017 rules and are still valid options). If trying to apply. 1 003(4)(c) and GS 143-214.7(b2)(2), that may be tricky as this
project does not capture and treat the runoff from the entire development (refer to the Vegetated Setback chapter in
the Stormwater Design Manual for additional info on the GS). Additional discussion and determination would be
needed prior to scheduling any express submittals.
3. Is compliance with the MDC for Rainwater Harvesting the standard to achieve? Or, are there applicable,
additional aspects per the coastal rules? The MDC appears to stand alone. Am I missing something? The MDC are
the standards to achieve to demonstrate that the SCM can be considered a primary SCM so that no further treatment
would be required. The SCM Credit Document, located on the stormwater design manual website, might
help. However, I will admit 1 still need to review the documents it comes to primary and secondary SCMs.
4. The Carteret Community College Vice -President -of Operations and Facilities and horticulture instructor are
working on determining the anticipated water use within the greenhouse. Do we need a letter or other document
from them stating the water use? We do not see rainwater harvesting being used very frequently. 1 am only aware of
a few that have been approved. I would ask you to review the information in .1057 and the associated chapter in the
stormwater design manual for additional guidance. However, I believe a detailed analysis of the water use is required
to demonstrate compliance with .1057(2) and (3).
Your help / guidance is very much appreciated!
Hope all is well with you!
John
10

Mobile [phone]
John R. Freshwater. PE
Crystal Coast Engineering, PA
205-3 Ward Road
Swansboro, INC 28584
John R. Freshwater, PE
Crystal Coast Engineering, PA
205-3 Ward Road
Swansboro, NC 28584
John R. Freshwater, PE
Crystal Coast Engineering, PA
205-3 Ward Road
Swansboro, NC 28584
11

To: Kathy Vinson
Subject: FW: [Non-DoD Source] FW: Carteret Community College greenhouse
project
From: Charles, Thomas P CIV USARMY CESAW (USA)
[mailto:[e-mail]]
Sent: Thursday, June 04, 2020 2:21 PM
To: Kathy Vinson
Subject: Re: [Non-DoD Source] FW: Carteret Community College greenhouse project
Hey kathy. I'm on the site and your project is not in the Corps jurisdiction.
Regards Tom
Sent from my Verizon, Samsung Galaxy smartphone
-------- Original message --------
From: Kathy Vinson <[e-mail]>
Date: 5/26/20 3:47 PM (GMT-05:00)
To: "Charles, Thomas P CIV USARMY CESAW (USA)" <[e-mail]>
Subject: [Non-DoD Source] FW: Carteret Community College greenhouse project
Tom,
Thanks for your call this afternoon. Attached is the map of the stormwater project.
areas overlain on an
aerial photo of Carteret Community College. The greenhouse project is located on the
southern portion
near the middle of the campus and the Howard Building. Also attached is a copy of
the greenhouse site
plan that may be helpful..
I look forward to talking again with you soon.
Kathy
Kathy B. Vinson, AICP
Coastal Planning Services, Inc.
P.O. Box 827
Morehead City, NC 28557
[phone] mobile
[phone] office
[phone] fax
[e-mail]
[e-mail]

Virus -free.
https://urldefense.com/v3/_http://www.avg.com_;!!HYmSToo!L2E3C2fUEUTOSLa2UW9uO8czo
NHmStCh6uWScwRFwAvsuQrmVwZdxbz2dh82bXDPmSKmdVY$

,r
Weaver, Cameron
From:
Kathy Vinson < [e-mail] >
Sent:
Wednesday, May 27, 2020 10:32 AM
To:
Weaver, Cameron
Cc:
Brownlow, Roy
Subject:
[External] FW: [Non-DoD Source] FW: Carteret Community College greenhouse project
Attachments:
Wetland line in red.JPG
Cameron,
Per your advice I contacted Tom Charles with the USACE to request his determination of any non -coastal wetlands at the
proposed site for the Carteret Community College Horticulture Technology Greenhouse.
I spoke with Tom yesterday and sent maps of the project area and greenhouse site plan. I am forwarding his email
determination that the greenhouse site is located on uplands. He also provided a map (attached) showing the
approximate wetland area.
We look forward to hearing from you regarding our request for stormwater and CAMA express permit reviews.
Thanks for all of your help. � •' SO
1 C__ I f _
N "V C�
Kathy C./� O,,J AC_/}� / 6 L66
From: Charles, Thomas P CIV USARMY CESAW (USA) [mailto:[e-mail]]
Sent: Wednesday, May 27, 2020 8:10 AM
To: Kathy Vinson
Subject: RE: [Non-DoD Source] FW: Carteret Community College greenhouse project
Good morning Kathy,
The attached map has the approximate wetland area with red line. The greenhouse site is on upland. Just don't go in the
area right of the pipes inside red line.
Regards, Tom
Tom Charles
[e-mail]
Regulatory Specialist
910-251-4101 cell 910-465-7602
httos://www.saw. usace.a rmv.m i I/M fissionsIReRulatorv-Permit-Proera m/Permitsl2017-Nationwide-Permits
[saw.usace.army.mill
The Wilmington District is committed to providing the highest level of support to the public. E-PCN
[e-mail]
PJDs' & JD's. http://saw-reR.usace.army.mil/JD/FINALSAW-ID-REQUEST-FORM-20170508.pdf [saw-reg.usace.army.mill
To help us ensure we continue to do so, please complete the Customer Satisfaction Survey located at:
http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0 [corpsmapu.usace.army.mill

..P,
From: Kathy Vinson <[e-mail]>
Sent: Tuesday, May 26, 2020 3:42 PM
To: Charles, Thomas P CIV USARMY CESAW (USA) <[e-mail]>
Subject: [Non-DoD Source] FW: Carteret Community College greenhouse project
Tom,
Thanks for your call this afternoon. Attached is the map of the stormwater project areas overlain on an aerial photo of
Carteret Community College. The greenhouse project is located on the southern portion near the middle of the campus
and the Howard Building. Also attached is a copy of the greenhouse site plan that may be helpful..
I look forward to talking again with you soon.
Kathy
From: Kathy Vinson [mailto:kbvinson(a)ec.rr.com]
Sent: Tuesday, May 26, 2020 12:02 PM
To: Tom Charles(thomas.p.charles(ausace.army.mil)
Subject: Carteret Community College greenhouse project
Hi Tom,
I hope you are doing well. Carteret Community College has asked us to pursue express CAMA and stormwater permits
for construction of a campus greenhouse for use with the recently re-established Horticulture Technology Program at
the college. The greenhouse needs to be constructed in time for use with the upcoming fall semester. According to
staff, the future of the horticulture program is dependent upon the greenhouse being in place. We have submitted
requests to NCDEQ for express CAMA and stormwater permit reviews.
Carteret Community College has just recently become aware that the greenhouse project site is located in a CAMA AEC.
A recent survey showed that normal high water has moved landward and that the site is located within the 75-foot
coastal shoreline AEC, but outside of the CAMA 30-foot buffer.
Project engineers and surveyors have advised that non -coastal wetlands may exist in locations on the +/- 42-acre
campus. Coastal wetlands are found intermittently along the shoreline. However they believe there are no coastal or
non -coastal wetlands at the proposed greenhouse project location, and that no wetlands will be impacted by the work.
We are working with CAMA staff to confirm the location of coastal wetlands.
NCDEQ Staff has advised that in order to expedite the process we should contact the Corps to confirm that no non -
coastal wetlands exist at the site. Would it be possible for you to visit the campus and confirm no wetlands in the project
area? I can send maps and can also meet you onsite.
If you are not the appropriate person at the Corps, can you advise who I should contact? Please let me know if you need
additional information at this point.
Thanks for your help with this project. I also left a message on your work cell phone.
Kathy
.7Cctth y B. Wilson, MCP
CoastadTk mmng Services, Inc.

Er
Weaver, Cameron
From: Kathy Vinson <[e-mail]>
Sent: Monday, May 25, 2020 11:21 AM
To: Weaver, Cameron
Subject: [External] Express Permits Request - Carteret Community College Greenhouse
Attachments: SW REQUEST FOR EXPRESS 5-22-2020.docx; CCC G_house SW Express Req
Narrative.docx; CAMA REQUEST FOR EXPRESS 5-22-2020.docx; CCC G_house CAMA
Express Request Narrative.doc; Vicinity Map.pdf; CCC Greenhouse Site Plan Sheet
1.pdf
ofxternal'email: 0o�nobeliek=links oropen attachments unles's+youkvenend'all suspicious email asap attachment to
Cameron,
Attached are the completed forms requesting express Stormwater and CAMA permit reviews for the Carteret
Community College Greenhouse project. Stormwater and CAMA narratives are also attached, along with a site p'ian ars-:
vicinity map.
Thank you for your help with this project. Please let me know if you have questions, or if additional information is
needed.
Kathy
9Catky B. "Vinson, AICP
CoastaCPCanning Services, Inc.
P.O. Box 827
5vloreh.eadCity, NC 28557
[phone] mobile
[phone] office
[phone]fax
[e-mail]
coasta,pCanningservices@gmad com

✓l� For DEO Use ONLY
✓✓✓ Reviewer. wc�
North Carolina Department of Environmental Quality Subma
Request for Express Permit Review
Time
Confirm: L
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
ap ckape of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 628-296-4698;alison.davidson(Tancdenr.gov
• Fayetteville and Raleigh Regions -David Lee 919-791-4204; david.lee(o)ncdenr.gov
• Mooresville and Winston-Salem Regions -Paul Williams 336-776-9631; paul.e.williams((Dncdenr.gov
• Washington Region -Lyn Hardison 252.948.3842 or lvn.hardison(ncdenr.gov
• Wilmington Region -Cameron Weaver 910-796.7265 or cameron.weaven7ncdenr.gov
NOTE. Project application received after 12 noon will be stamped in the following work day.
Project Name: CARTERET COMMUNITY COLLEGE GREENHOUSE County: CARTERET
Applicant: STEPHEN SPARKS, VICE PRESIDENT Company: CARTERET COMMUNITY COLLEGE
Address: 3505 ARENDELL STREET City: MOREHEAD CITY, State: NC Zip: 28557-_
Phone: [phone], Fax: _ _ , Email: [e-mail]
Ph slc al Locat'om3505 ARENDELL ST MOREHEAD CITY NC 28557
related to this Project
SW _
SW_
SW
NPDES _
NPDES _
WO _
WO
E&S
E&S _
Other
y
Project Drains into BOGUE SOUND waters - Water classification SA (DWR Surface Water Classifications Map)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? NO, within Y2 mile and draining to class SA waters YES, or within 1
mile and draining to class HOW waters? NO
Engineer/Consultant: JOHN FRESHWATER, PE Company: CRYSTAL COAST ENGINEERING, PA
Address: 205 WARD ROAD #3 City: SWANSBORO, State: NC Zip: 28557-_
EGilE
Phon 2,W, Fax: _ _ Email: [e-mail]
PLEASE PROVIDE ESTIMATED INVESTMENT AND EXPECTED EMPLOYMENT, IF AVAILABLE MAY 2 5 20M
$_ #_ JOBS qID- D,S-D60'
SECTION ONE: REQUESTING A SCOPING MEETING ONLYBV:
❑ Scoping Meeting ONLY ❑ DWR, ❑ DCM, ❑ DEMLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear If or _acres)
❑ Riparian Buffer Authorization [I minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)I
❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density —SW Wetlands _ # Treatment Systems
® High Density -Other _ # Treatment Systems/ ® MOD:® Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW 960424 (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with acres to be disturbed. (CK # & Amt. (for DEQ use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ❑ Yes ® No Isolated wetland on Property ❑ Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ® No 404 Application in Process wl US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ® No
For DFQ use only ,
Fee Solit for multiole remits, (Check k 1 Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
LAMA
$
Variance (❑ Maj; El Min)
$
SW (❑ HD, ❑ LID, ❑ Gen)
$
401:
$
\Los
$
Stream Deter,_
$
4.r
1DEQ EXPRESS June 2019

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Hall, Christine
From: Hall, Christine
Sent: Tuesday, December 11, 2018 12:36 PM
To: 'John Freshwater', Weaver, Cameron
Subject: RE: [External] Re: Carteret Community College
John,
Thanks for meeting with us today. I think it was helpful and gets everyone on the same page. I checked the status of the
permits we discussed:
SW8 940419 — active, no expiration date
SW8 960424 — active, expires 7/16/22
SW8 970426 — active, expires 7/15/21
SW8 020908 — expired on 2/27/18
I also looked back at my notes regarding the setback. The 30' setback applies to projects / project areas that meet the
redevelopment criteria found in the general statutes and would generally receive a redevelopment exemption from the
rules (no increased BUA, equal or better treatment). As you develop the master plan more, how the site is divided up
could impact the setback. For instance, if you designate a project/drainage area next to the surface waters as
"redevelopment" and will meet all of the redevelopment requirements (now and in the future), then the setback would
be 30'. Otherwise, the setback would be 50'.
Feel free to let me know if you have any questions.
Christine Hall
Environmental Engineer
Division of Energy, Mineral and Land Resources — Slate Slormwaler Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
[e-mail]
127 Cardinal Drive Ext.
Wilmington, NC 28405,
9 TV
-.%Nothing Compares r
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: John Freshwater <[e-mail]>
Sent: Wednesday, November 28, 2018 4:27 PM
To: Weaver, Cameron <[e-mail]>
Cc: Hall, Christine <[e-mail]>
Subject: Re: (External] Re: Carteret Community College

U
That works great for me -Thank you!
John
On Wed, Nov 28, 2018 at 4:23 PM Weaver, Cameron <[e-mail]> wrote:
Hi John.
Let's sit down with you at 11:00 AM on December 11, 2018 after we meet about the other Carteret Community College
project at 10 AM here at the Wilmington DEQ offices. Let us know if this will work or of any other issues.
Cameron
Cameron Weaver
Environmental Assistance Coordinator
NCDEQ-Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington NC 28405
910-796-7265
Cameron.Weaver(@ncdenr.gov
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
From: John Freshwater <[e-mail]>
Sent: Wednesday, November 28, 2018 9:31 AM
To: Hall, Christine <Christine,[e-mail]>
Cc: Weaver, Cameron <[e-mail]>
Subject: [External] Re: Carteret Community College

Hi Christine (& Cameron)
Hope this finds y'all doing well!
When I reviewed the college files in Wilmington, I did not find a permit for the Rhue building and fleet parking area,
but may have missed it?
Thank you for heads up on CAMA vs. stormwater (and different stormwater rule) setbacks and potential for
mitigation.
I look forward to our meeting (whenever day and time works) and MUCH appreciate the direction /guidance!
Best regards,
John
Mobile [phone]
On Wed, Nov 28, 2018 at 9:03 AM Hall, Christine <[e-mail]> wrote:
John,

I'm taking a look at the scoping meeting request. It seems like you have done some homework on this property. Are
you aware of a permit that covers the Rhue building and fleet parking area? I see this building was built in the 2007-
2008 time range but can't find a permit for it.
Also, I see that you have been in communication with CAMA. I wanted to give you a heads up that one of the big
differences between stormwater and CAMA is the setback requirement. Starting in 2008, the stormwater rules
require a 50' buffer/setback requirement. I know there is some older permits through much of this area, but any
areas that are subject to the 2008'or 2017 rules will need to consider a 50' buffer/setback though .1003(4)(c) and (d)
may mitigate these issues. We can discuss further at the scoping meeting to see how it impacts the project.
Christine Hall
Environmental Engineer
Division of Energy. Mineral and Land Resources — Stale Stormwater Program
Department of Environmental Quality
910 796 7215 office
910 796 7335 direct
christine. hallancdenr.gov
127 Cardinal Drive Ext.
Wilmington, INC 28405
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
John R. Freshwater, PE
4

.. a
Crystal Coast Engineering, PA
205-3 Ward Road
Swansboro, NC 28584
John R. Freshwater, PE
Crystal Coast Engineering, PA
205-3 Ward Road
Swansboro, NC 28584

Ck
North Carolina Dep rtme11 't of Environmental Quality ` ,✓ ��
SCOPIN ME 1 ING REQUEST
Please complete all the information below. Call and ema, the propriate coordinator with the completed form.
• Asheville and Mooresville Regions -Alison Davidson 8 9- -4698; alison.davidson(a),ncdenr.gov
• Winston-Salem, Fayetteville and Raleigh Regions - David Lee 919-791.4204; david.lee(a)ncdenr.gov
• Washington Region - Lyn Hardison 252-948.3842; Ivn.hardison(dncderi goy
• Wilmington Region - Cameron Weaver 910-796-7265; cameron.weaver(&,ncdenr.gov
Project Name: Carteret Community College Walkway County: Carteret
Applicant: Logan Okun Company: Carteret Community College
Address: 3505 Arendell Street City: Morehead City State: NC Zip: 28557
Phone:[phone] Fax: Email: okunIpcarteret.edu
Physical Location of Project: 3505 Arendell Street, Morehead City, NC 28557 IEC'D NOV 1 6 ag
Engineer/Consultant: John Freshwater, PE Company. Crystal Coast Engineering PA ffn Nov 2 O 2019
Address: 205-3 Ward Road City: Swansboro State: NC Zip: 28584
Phone: [phone] Fax: [phone] Email: johnfh2o(abizec.rr.com
Please provide a DETAILED project narrative, pdf site plan and a vicinity map with road names along with this Request form.
The project narrative should include the following when available:
Existing Conditions- List of existing permits, previous project name(s) or owner name(s), existing compliance or pollution incidents, current
conditions or development on site, size of tract, streams or wetlands on site', stream name and classification, historical significance of property,
seasonal high water table elevation, riparian buffers, areas of environmental concern, setbacks
Proposed- Full scope of project with development phase plan, acreage to be disturbed, wetlands to be disturbed, waste treatment & water
supply proposed, soils report availability, % impervious surface, stormwater treatment and number of bmps, public or private funding.
'Relative to Wetlands - Federal and coastal wetlands must be delineated by a US Army Corps Regulatory Official, Coastal Management Field
Rep or a qualified environmental consultant prior to undertaking work such as filling, excavating or land clearing. The delineations must be
approved by the US Army Corps of Engineers (USACE) and/or the Division of Coastal Management. Wetland delineations are valid for a
period not to exceed rive years from date of USACE approval.
Please provide estimated investment & expected employment numbers: $ undetermined, Jobs
For the scoping meeting, it is best to provide a list of questions and topics of concern. It is helpful to know what you hope to gain
from the meeting. Please have thoughts and presentations organized as much as possible to make the best use of time.
Agencies Involved: Check all agencies that may be involved with project:
❑ Marine Fisheries ❑ National Marine Fisheries ❑ U.S. Fish & Wildlife ❑ NC Wildlife Resources
® Coastal Management ® DEMLR ®Stormwater ®Erosion Control) ❑ U.S. Army Corps of Engineers
❑ Shellfish Sanitation ❑Water Resources: (❑ 401/buffer ❑ NPDES ❑ Non -discharge ❑ Public Water Supply)
❑ Air Quality ❑ Solid Waste ❑ UST ❑ Hazardous Waste
❑ Other _ ❑ Other_ ❑ Other _
NCDEQ Sconing Meeling
August 2018
❑ Other ❑ Other _

Email Corraspo`1GcACB io ai!d f:c)rn thi:, a,dclress's Si`b'iec; M,
North Gn ro na ?Ubbc. Records Lav,✓ af7d mmgj/ be chrs-losod to 'F Par, ieS.
John R. Freshwater, PE�'�
Crystal Coast Engineering, PA?�'��
205-3 Ward Road
Swansboro, NC 28584
John R. Freshwater, PE ��q �Nl
Crystal Coast Engineering, PA 1
205-3 Ward Road
Swansboro, NC 28584
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OLD FOUNDATION
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Stormwater Permit
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(2.400 sf)
. Redevelopment Project Area = 13,088sf
• "Old Foundation A" Removed Post SW8 960424 = 2,400sf
1 Proposed BUA
• Greenhouse = 1,780sf
. Concrete Walk = 49sf
. Maximum Rainwater Harvesting Cistern & Appurtenances = 571sf
I
' Redevelopment Proiect Area Supplement
Modification - Redevelopment Exclusion
Stormwater Permit SW8 960424
For Carteret Community College
Horticulture Program Greenhouse Construction
Carteret Community College
3505 Arendell Street
Morehead City, NC 28557
Carteret County
Phone:(252),222-6000
1
LEGEND
O Redevelopment Area =
Crystal Coast Engineering, PA
Business License No. C-2553
Civil and Environmental Consulting Engineers
David K. Newsom, P.E. John R. Freshwater, P.E.
205-3 Ward Road — Swansboro, N.C. 28584
PH: [phone] Email: [e-mail]
Scale:
1" = 20'
Date:
8/5/2020
Project:
19 - 033
Designed / Drawn: JF
Sheet: 1 of 1