SW1090401_CURRENT PERMIT_20090612

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�D�(��
DOC TYPE
CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
��j(�/A
YYYYMMDD

NCDNR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
A.B. Henley, III
Charis Family Interest, LLC
Post Office Box 5686
High Point, North Carolina 27262
Division of Water Quality
Coleen H. Sullins
Director
May 6, 2009
Subject: Stormwater Project No. SW 1090401
Clement -Pappas Warehouse Expansion
Henderson County .
Dear Mr. Henley:
Dee Freeman
Secretary
The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for
the Clement -Pappas Warehouse Expansion on April 30, 2009. Staff review of.the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 21-1.1000 and Session Law 2006-246. We are forwarding
Permit No. SW 1090401, dated May 6, 2009, for the construction, operation and maintenance of the
subject project and the stormwater BMPs.
This permit shall be effective from the date of issuance until May 5, 2019, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and
Maintenance requirements in this permit. Failure to establish an adequate system for inspection and
maintenance of the stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right
to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this
permit. This request must be in the form of a written petition, conforming to, Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 2761 1-7447. Unless such demands are made this permit shall be final and
binding.
This project will be kept on file at the Asheville Regional Office. If you have any questions, or need
additional information concerninbthis matter, -please contact Mike Randall at [phone]; or
inike.rand,[e-mail].
Sincerely,
for Coleen H. Sullins
cc: Dana Bolden
Aslleville:Regional_Office JUN j 2 2009 �
Central Files
SPU Files -_
WATER QUALITY SECTION.
ASHFVILI-E i7EGION,4L ni cK—,E
Wetlands and Stormwater Branch T�7Me
1617 Mait Service Center, Raleigh, North Carolina 27699-1617 1 V �1 Ch Carolina
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 II
Phone: 91M07-63001 FAX: [phone] Customer Service: 1-877-623.6748 �atulla l ]�
Intemet: www.ncwaterquali�.org �/
An Equal opportunity 1 Affirmative Action Employer

® Otate Stormwater Permit
Permit No.SW1090401
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
A.B. Henley, III 1 Charis Family Interest, LLC
Clement -Pappas Warehouse Expansion
199 North Egerton Road, Hendersonville, North Carolina, Henderson County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and S.L. 2006-246 (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
Water Quality and considered a part.of this permit.
This permit shall be effective from the date of issuance until May 5, 2019, 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.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The stormwater control has been
designed to handle the runoff from 70,407 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in this permit
and per approved plans.
4. -All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 1 of 6

Wtate,Stormwater Permit
Permit No.SW1090401
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, .ft2:
78,.911
Onsite, ft2:
Offsite, ft2:
b. Total Impervious Surfaces, ftZ:
70,407
c. Pond Depth, feet:
3
d. TSS removal efficiency:
85% plus Swale
e. Design Storm:
1.0 inch
f. Permanent Pool Elevation, FMSL:
2,074.50
g. Permanent Pool Surface Area @PP ft2:
-3,171
h. Temporary Pool Storage Volume, ft:
8,798
i. Temporary Pool Elevation, FMSL:
2,077.00
j. Controlling Orifice:
6.0"0 pipe
k. Permanent Pool Volume, ft3:
8,963
I. Forebay Volume, ft3:
1,927
m. Receiving Stream/River Basin: UT of Mud Creek / French Broad
n. Stream Index Number:
6-55
o. Classification of Water Body:
"C"
Il. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intendeduse prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum. and any eroded areas of .
the system will be repaired immediately.
3. The permittee 'shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. 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 slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. .Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping-
9- Access.to the outlet structure must be available at all times.
4. Records'of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the.work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6.. 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
Page 2. of 6

te Stormwater Permit
ta
ermitt No.SW1090401
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.
7. if the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
B. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Mayor permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. 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.
12. 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.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name/Ownership Change form, to the Division of Water
Quality, signed by both parties, and accompanied by supporting documentation
as listed on page 2 of the form. The project must be in good standing with the
Division. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
Page 3 of 6

®State Stormwater Permit
Permit No.SW1090401
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) having 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 DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit,
10.The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246,.Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11..The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12.The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 6th„day of May, 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Co een H. Sullins, Director
Division of Water Quality
By Authority of the -Environmental Management Commission
Page 4 of 6

® Otate Stormwater Permit
Permit NO.SW1090401
A.B. Henley, III / Charis Family Interest, LLC
Clement -Pappas Warehouse Expansion
199 North Egerton Road, Hendersonville, North Carolina
Henderson County
Designer's Certification
1, , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
Clement -Pappas Warehouse Expansion
(Project)
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.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 5 of 6

Wtate Stormwater Permit
Permit No.SW1090401
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. :. All the built -upon area associated with the project is graded such,that the
runoff drains to the system.
4. All roof drains are located: such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure. ;
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1. .
10. The inlets are located per the approved plans -and do not cause short-
-circuiting of the system.
11.. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such 'as a vegetated shelf,
and a forebay.
15.. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: Asheville Regional Office
Surface Water Protection
2090 US Highway 70
Swannanoa, NC 28778.
.. Page 6 of 6

® o
NC®ENR
North Carolina Department of Environment and Natural Resources
,_.. DiVisioh-of Wate"r Quality w..
Beverly Eaves Perdue
Governor
A.B. Henley, III
Charis Family Interest, LLC
Post Office Box 5686
High Point, North Carolina 27262
Coleen H. Sullins Dee Freeman
Director Secretary
April 15, 2009
Subject: Request for additional Information
Phase II Post -Construction Stormwater Permit Application
Stormwater Project No. SW1090401
Clement -Pappas Warehouse Expansion
Henderson County
Dear Mr. Gough:
The Division of Water Quality received your Stormwater Management Permit Application for the
subject project on April 13, 2009, A preliminary review of that infornation. has determined that the
application is not complete. The following information is needed to continue the stormwater review:
I. Application Forum, SWU-101. The application form must indicate the Owner/Signing Officials
name and title (i.e., Registered Agent). Also, please specify on page 2 of 4, High Density.
2. Application Form, SWU-101. The application form indicates that there are five drainage areas.
The numbers reported on the application form are inconsistent with the % Impervious Area
reported.
DA 1 171,204 !t
sf 136,809 sf BUA or 79.9% (note: application form indicates 79.6%)
DA2 73,095 sf `6,616 sf B,UA, or19% (note: application form indicates 0.4%
DA3 15,745 s 6;078 sf BUA or 38.6% (note: application form indicates i4%
DA4 13,516 sf 2,539 sf BUA or 18.8% (note: application form indicates 20%
DA5 49,798 sf 44,936 sf BUA or 90.2% (note: application form indicates 58.6%
Total 323,358 sf 196,978 sf BUA or 60.9% (note application form indicates 70.50/10)
Also, I noted that the total property reported is 8.33 acres or 362,855 sf and the drainage areas
only add up to 323,358 sf.
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 542 N. Salisbury St. Raleigh, North Carolina 27604 One
Phone: 9t9.807.6300 t FAX: [phone] Customer Service: 1-877-623.6748 NOrulCaf 01111c`l
Internet: www.ncwaterqualily.org r��
An Equal Opportunely 1 AMrmative Action Nat�ra` Employer

3. The numbers reported on the application form are inconsistent with the narrative. The narrative
states that the projects impervious coverage represents an increase of 1.42 acres of impervious
cover or 61,855 sf. The application fonn indicates there is 70,21.7 sf of new impervious area
(total impervious area less the existing impervious area).
Note: It does appear that the wet basin is designed for 90% TSS removal using a
grass swale and wet detention basin in series for 70,407 (sf) which is sufficient
for the added impervious area. Therefore, the 30 foot vegetative filter strip will
not be required.
4. The numbers reported on the supplement are inconsistent with the plans. Sheet C12A indicates a
6 inch PVC orifice and the supplement fonn indicates a 7 inch orifice
5. Please delineate all wetlands on site, or provide a note on the plans stating there are no„wetlands
on site. BMP. small not be located to produce adverse impacts on water levels in adjacent.
wetlands.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to May 15, 2009, or the application will
6e returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee. If you need additional time to submit the information, please mail or fax
your request for a time extension to the Division at the address and fax number at the bottom of this letter.
The request must indicate the date by which you expect to submit the required information. The Division
is allowed 90 days from the receipt of a completed application to issue the permit. Please reference the
State assigned project number SWI090401on all correspondence. All original documents must be
returned or new originals must be provided.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation ofNCGS 143-215.1. and is subject to
enforcement action pursuant to NCGS 143-215.6A.
All original documents must be returned or new originals must be provided. Copies are not '
acceptable. If you have any questions concerning this matter please feel free to contact me at (919) 807-
6374 or mike,[e-mail].
Sincerely,
Mike Randall
Environmental Engineer
Stormwater Permitting Unit
cc: Dana j. Bolden, P.E. Mattern and Craig, Inc., 12 Broad Street, Ashville, NC 28801
Ashville Regional Office
Stormwater Permitting Unit Piles

North Carolina Secretary of St6 e Page l of l
Elaine F. Marshall
Secretary
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North Carolina
DEPARTMENT O1= THE
SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 4/13/2009
View Document Filings i Sign lip for E-Notifications I
y4 Print apre-populated Annual Report Form I Annual Report Count i File
an�OAnnual Report I
Corporation Names
Name Name Type
NC Charis Family Legal
Interests, LLC
Limited Liability Company Information
SOSID:
1051631
Status:
Current -Active
Date Formed:
7/1/2008
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name: Henley, A. B., III
Registered Office Address. 1219 Westwood Avenue
High Point NC 27262
Registered Mailing P.O. Box 5686
Address: High.Point NC 27262
Principal Office Address: No Address
Principal Mailing Address: No Address
http://www.secretary.state.nc.us/corporations/Corp.aspx?PitemId=g878339 4/13/2009

E
•
Michael S. Agee
Steven A. Campbell
Randy W. BecMer
Bradley C. Craig
Wm. Thomas Austin
David P. Wilson
James B. Voso
Mr. Mike Randall
NCDENR Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Mr. lZandall:
Mattern & Craig
CONSULTING ENGINEERS -SURVEYORS
April 24, 2009
Edwin K. Mattern, Jr. (1949-1982)
Sam H. McGhee, III (Retired)
Gene R. Cress (Retired)
Stewart W. Hubbell (Retired)
J. Wayne Craig (Retired)
Re: Stormwater Project No. SW1090401
Charis Family Interest, LLC
Clement -Pappas Warehouse Expansion
M&C Comm. No. 2 8 9 1 A
We have received you comments on the subject permit application and have revised the
documents accordingly. Enclosed please find three copies of the revised portions of the
application form, SWU-101, revised narrative, revised wetland detention basin supplement, and
revised plan sheet C7. The areas and percentages have been revised to be consistent throughout
the application package. We have also placed a notation regarding the absence of wetlands on
sheet C7.
Please feel free to contact me by email at djbolden a rnatternandcraig.coni or by
telephone at [phone] if you have any questions or need additional information.
Sincerely,
MATTERN & CRAIG, INC.
Dana J. Bol en, P.E.
Enclosures
L: 2891A - I I Stuart Const. - Paper Prop EngineeringlclericDRandall response 2009-04-24.docr
TO
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�-t•ry,
CD
co
Riil
O 12 Broad Street - Asheville, NC 28801
[phone] • Fax [phone]
www. matternandcraig, cam

Stormwater Management Narrative
This project consists of a 53,875 square foot facility expansion, additional loading
dock bays, additional trailer parking, sanitary pump station installation, and entrance road
iniprovements to an existing industrial development currently occupied by a 91,000 square
foot manufacturing building and developed site on 8.33 acres. A 0.91 acre section was
eliminated from this analysis; there was no change to the existing drainage patterns. The
resulting project's impervious coverage is t4.52 acres or 60.9% and represents a net increase
of 1.61 acres of impervious coverage. See Section I — Site Impervious Analysis.
The required area for Stonnwater Management under the regulations of the North
Carolina Department of Environment and Natural Resources Division of Water Quality is
1.61 acres. The drainage area that is subject to management and treatment for this project is
1.81 acres with 89.22% impervious coverage shown as DA #lA on exhibit EX2. The area is
treated by a grassed Swale and wet detention basin in series for an effective 90% total
pollutant removal efficiency given E = (35%+85%) — [(35%x85%)I]00].
Section 2 includes the DENR DWQ Supplement — Design Summary and Checklist; the
pre -construction and post -construction drainage exhibits EX 1 and EX2; the basin plan,
sections, and details.
Seclion 3 includes the basin calculations for the I inch and I yr 24-hour rainfall events
and includes calculations for total storage within the basin, drawdown times, and NOAA
rainfall data. The calculation summary results are as follows:
Pool Elev Surf Area
Forebay 2077.0'
887 sf
Main Pond 2074.5'
2284 sf
Max Ponding Elevation
— Forebay
Max Ponding Elevation
— Main Pond
Pool Vol 1 in draw
Iyr draw__
1927 cf 24 hrs
24 firs
7036 cf 100 firs
100 firs
1 inch
1 year
2077.16'
2077.43'
2075.6 V
2077.34'
Section 4 includes stormwater management calculations for the total drainage basin
given the 1 year — 24 hr and 100 yr — 24 hr rain events. The calculations include the 100 year
— 24 fir event with zero outflow from the main orifices (assumed 100% clogged). There are
three (3) discrete areas where pre -development runoff leaves the site overland. They have
been identified as Points of Interest (POI) I thru 3. The following calculation summary
includes the pre and post -development discharges at the 3 points as follows:
1 yr pre
I yr past
100 yr�re
100 yr post
Point of Interest 1 13.07 cfs
10.18 c{s
3 6.3 7 efs
36.00 cfs
Point of Interest 2 4.66 cfs
6.35 cfs
15.86 cfs
18.59 cfs
Point of Interest 3 2.48 cfs
2.69 cfs
12.29 cfs
12.32 cfs
,Section 5 includes the Operation & Maintenance Manual for both the grassed swale
and wet detention basin.
Section 6 includes a pocket for the permit when received.

�J
is
`�'.' '�^. nv -f„ e5�- 1 1. ��i• _•T.0 - a: r�,w.
,,F.<. ,.i , 0 .t`7Z,'t as ?gt.,DW.QiC1SE,ONLY
Date Received
Fee Paid
Permit Number
-7
D U Vo
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This forur mmj be photocopied for rise as an original y
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Charis Family Intrests, LLC
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance).
A.B. Henley,III - Owner
3. Mailing Address for person Iisted in item 2 above:
Post Office Box 5686
City: High Point State: NC Zip: 27262
Phone:
Email: [e-mail]
Fax:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Clement -Pappas Warehouse Expansion
5. Location of Project (street address):
199 North Egedrton Road
City: Hendersonville County: Henderson Zip: 28792
6. Directions to project (from nearest major intersection):
From US 25, turn on to Cloverdale Drive. Turn Ieft at intersection with Egerton Rd_ Site is at end of road on
7. Latitude:35° 22' 26" N Longitude:82° 29' 19" W of project
8. Contact person who can answer questions about the project:
Name: Dana 1. Bolden P.E. Telephone Number: ( 828 _ ) 254-2201
Email:_ djboldenOmatternandcraig.com
I1. PERMIT INFORMATION:
1. Specify whether project is (check one)
Form SWU-101 Version 09.25.08
®New ❑Renewal
Page I of 4
[]Modification

2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number and its issue date (if known)
3. Specify the type of project (check one):.
❑Low Density ®High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other
4. 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 0404/401 Permit ❑NPDES Industrial Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will flow through a grass Swale to a'wet detention basin.
2. Stormwater runoff from this project drains to the French Broad River basin.
3. Total Property Area: 8.33 acres 4. Total Coastal Wetlands Area: 0 acres
5. Total Property Area (3) - Total Coastal Wetlands Area (4) = Total Project Area**: 8.33 acres
6. (Total Impervious Area / TotaI Project Area) X 100 = Project Built Upon Area (BUA): 60.9
7. How many drainage areas does the project have? 5
8. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For high density nroiects. complete the table with one drainage area for each engineered stormwater device.
Basin Information
rt ynx nr;4
nth. Drauiage Area ] .1
>rk i.
v cy k
;� S f� Drainage Area 2q:
�r+J _. t•".y rA. r t
Receiving Stream Name
u.t. to Mud Creek
u.t. to Mud Creek
Stream Class & Index No.
C / 6-55
C / 6-55
Total Drainage Area (so
171,204
73,095
On -site Drainage Area (so
171,204
73,095
Off -site Drainage Area (so
0
0
Existing Impervious* Area (so
95,989.
311
Proposed Impervious*Area (so
136,809
6,616
% Impervious' Area (total)
79.9
9.0
*. , L ,_... t�
Impervious Surface'.Area
Drainage Area 1 ^?• € =
,._ x _ „*
`yi ,_F� Drama e
r , g ,� w„ y
On -site Buildings (so
95,926
0
On -site Streets (sf)
10,057
0
On -site Parking (so
30,241
6,616
On -site Sidewalks (so
508
0
Other on -site (so
77
0
Off -site (so
0
0
Total (sf):
136,809
6,616
* Iniperoious area is defined as the built upon area including, but not Bunted to, bid1dings, roads, parking areas,
sidernalks, gravel areas, etc.
**Total project area shall be calculated to exclude Coastal Wetlands from use ivhCrt calculating the bnllt upon area
percentage calculation. This is the area used to calculate overall percent project built upon area (BUA).
Form SWU-101 Version 09.25.08 Page 2 of

R
R
Rr
l
;NRHAW
Receiving Stream Name
u.t. to Mud Creek
u.t. to Mud Creek
u.t. to Mud Creek
Stream Class & Index No.
C / 6-55
C / 6-55
C / 6-55
Total Drainage Area (sf)
15,745
13,516
49,798
On -site Drainage Area (sf)
15,745
13,516
49,798
Off -site Drainage Area (so
0
0
0
Existing Impervious* Area (so
2,126
2,539
25,796
Proposed Impervious* Area (so
6,078
2,539
44,936
% Impervious:' Area (total)
38.6
18.8
90.2
'!M-
VRTP f J J iej A F, NX
�rQ_ EKfa- i
On -site Buildings (sf)
0
0
14,258
On -site Streets (sf)
0
0
25,124
On -site Parking (so
6,078
2,539
0
On-siteSidewalks(so
0
0
5,554
Other on -site (so
0
0
0
Off -site (so
0
0
0
Total (sf):
6,078
2,539
44,936
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated to exclude Coastal Wetlands front rise When calculating the built upon area
percentage calculation. 77fis is the area used to calculate overall percent project built upon area (BUA),

0
11
9. How was the off -site impervious area listed above derived? Topography indicates that no off -site enters the
Projects in Union County: Contact the DWQ Central Office staff to check to see if you project is located
ivithin a Threatened & Endangered Species watershed that may be subject to more stringent stormwater
requirements.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Forms can be downloaded from http://h2o.enr.state.nc.us/su/bml2 forms.htm - deed_ restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded property restrictions and protective covenants for this
project shall include all the applicable items required in the above form, 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 DWQ and that they will be recorded prior to
the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater Permitting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from http://h2o.enr.state.nc.us(su/bmp forms,htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Form SW401-Cistern
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin. Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Cistern Supplement
Fomn SWU-101 Version 09.25.08 Page 3 of 4

Vf. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at http:f�lt2cs.enr st ilc_tit us, su%nisi_maps_hlin)
1. Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
]nit' is
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if
required as per Part I V above)
• Original of the applicable Supplement Form(s) and O&M agreetment(s) for each BMP
• . Permit application processing fee of $505 (Express: $4,000 for I -ID, $2,000 for LD)
payable to NCDENR��
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/ Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwa ter control measures
- Wetlands delineated, a• a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm):Mattern and Crate Inc.
Mailing Address:]2 Broad Street
City:Ashevil
State: N C Zi p:28801
Phone: [phone] Fax: [phone]
lrmail:cl bolden@matternandcraig,.com
Vill. APPLICANT'S CERTIFICATION
1, (prim or type haute of person listed in General hifonxatiox, item 2) A. B. HenleV, III
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
tend protective covenants wiWATO recorded, and that the proposed project complies with the requirements of '15A
NCAC 2H .1000.
Signatu
Forin SWU-101 Version 09.25.08 Page 4 of 4
Date: 34!,

Ll
•
Permit Number:
(to be provided bi- Dil'Q)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
1 will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ®does not incorporate a vegetated filter at the outlet.
This system (check oite):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
— Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basil should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
— No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
— Stable groundcover should be maintained in the drainage area to reduce the
sediment Ioad to the wet detention basin.
— If the -basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
— Once a year, a dam safety expert should inspect the embankment,
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate the problem:
The entire BMP
Trash/debris is resent.
Remove the trash/debris.
The perimeter of the wet
Areas of bare soil and/or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401-Wet Detention Basin O&M-Rev.4 Page 1 0l'4

Permit Number:
(to be provided by DYYQ)
Drainage Area Number:
BMP element:
Potential roblem:
How r will remediate theproblem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
Swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to .
Swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
-possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems,
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or _
Determine the source of the
dying,
problem: soils, hydrology, disease, -
etc. Remedy the problem and
replace plants. Provide a one-time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattaits, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray)..
the basin surface.
Form SW401-Wet Detention Basin O&M-Rev•4 Page 2 of 4

Permit Number:
(to be provided by Di47Q)
Drainage Area Number:
BNIP element:
Potential roblem:
How I will remediate theproblem:
The embankment
Shrubs have started to grow'
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
Creeds repair. if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919-733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads 3.5 feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 3.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom Elevati
BASIN DIAGRAM
(Jill in the blanks)
Permanent Pool Elevation 2074.5
2074 1 Pe manes Pool
--------------- -- Volume Sediment Removal Elevation 2071 Volume
2073 -ft Min. -
-----------------------------------------------Will,
Sediment Bottom Elevation 2070 ! -Ft
Storage Sediment
Storage
FOREBAY MAIN POND
Form SW401-Wet Detention Basin O&M-Rev.4 Page 3 of 4

Permit Number:
(to be provided by DfYQ)
1 acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project nome:Clement-Pappas Warehouse Expansion
BAV drainage urea number:
Print name:A.B. Henlev. lI
Title:Manager, Charis family Interest, LLC _
Address:Post Office Box 5686, High Point. North Carolina 27262
Phone
Signat
Date: -3— 3-0 , o 7
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1. /-erl^4 �. (�,,%; , a Notary Public for the State of
/l L ,County of )1j, 1 � _,do hereby certify that
personally appeared before me this j ('
day ofiCc(2[:/� �;, and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements." Witness my hand and official
seal,
* NOTARY puWLIC
TERRY L. CASH
* G1itfM C011Nf'l, NC
y*� My Commksdon Expires Sept. 6. 20D9 **
SEAL
My commission expires) -. , J[%01�
Form SW401-Wet Detention Basin O&M-Rev,4 Page 4 of 4

Permit Name:
(if) be proi,if1c d I y 1)IVQ)
Drainage Area Number:
Grassed Swale Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elenents noted in the inspection will be
corrected, repaired or replaced immediately. "These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
-- The drainage area of the grassed swale will be carefully managed to recluse the
sediment load to the grassed swale.
— After the first-time fertilization to establish the grass in the swale, fertilizer will
not be applied to the grassed Swale.
The grassed swale will be inspected once a quarter. Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential problerrr.
How i will remediate theproblem:
The entire length of the
Trash/debris is present.
Remove the trash/debris.
Swale
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed,
remove the gully, and then re -sod
(or plant with other appropriate
species) and water until established.
Provide lime and a one-time
fertilizer application.
Sediment covers the grass at
Remove sediment and dispose in an
the bottom of the swale.
area that will not impact streams or
BMPs. Re -sod if necessary.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximatel six inches.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Chit at 919-
outlet.
733-1786.
Dorm SW401-Grassed Swale O&M-Rev.3 Page l of 2

Permit Number:
(to be provided by Df "Q)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Clement-Pappas Warehouse Ex
BA1P drainage area number: I
Print name:A.B. Henlev. I II
Title:Managcr, Charis Family Interest, LLC
Address:Post Office Box 5686. High Point North Carolina 27262
Phone: 336
Signature;
Date: 3 — 5�v — 0 9
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, �, //�� a Notary Public for the State of
Al L 6- County of �� 12G� , do hereby certify that
.y personally appeared before me this M_
day of_ /J�]� .1" "Z and acknowledge the due execution of the
forgoing grassed Swale maintenance requirements. Witness my hand'and official seal,
rtarasttr is
' :- oFFKVJ. SM #
TERRY L. CASH r
mv
GUILFORD COUNK NC ?
a***** *Comm istlon Exores
5, 2 r
S EA I_
My commission expires k,
Form SW401-Grassed Swale O&M-Rev.3 Page 2 of 2

A . I e
Permit
A' -A
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
(ro be provided by DM)
o�oF W A7�9pG
P •c
RP.ROJECTIINFORMATION
Project name CLEMENT-PAPPAS FACILITY EXPANSION
Contact person H, Stuart Nunn, Jr.
Phone number [phone]
Date 30-Apra -
Drainage area number 1A
II R DESIGN.INF0RMATI0NXR01 4M—' Z. i it � s 5' 01A i'Y%lww&V-114 ��s : i.W Io-r Is�I RIL,ur4'.'��
Site Characteristics
Drainage area 78,911 fe
Impervious area, post -development 70,407 fe
%impervious 89.22 %
Design rainfall depth 1.0 in
Storage Volume: Non -SA Waters
Minimum volume required 8,760 fI3 OK
Volume provided 8,798 rya OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5' runoff volume ft3
Pme development 1-yr, 24-hr runoff ft3
Post -development 1-yr, 24-hr runoff ft3
Minimum volume required 0 ft3
Volume provided ft3
Peak Flow Calculations
Is the pre/post control of the 1yr 24hr stone peak flow required?
Y (Y or N)
1-yr, 24-hr rainfall depth
3.1 in
Rational C, pre -development
(unidess)
Rational C, post -development
(unitless) -
Rainfall intensity: 1-yr. 24-hr storm
inlhr
Pre -development 1-yr, 24-hr peak flow
ft3lsec
Post -development 1-yr, 24-hr peak flow
ft'lsec
Pre/Post 1-yr, 24-hr peak Sow control
ft3isec
Elevations
Temporary pool elevation
2077.00 fmsl
Permanent pool elevation
2074.50 fmsf
SHWT elevation (approx. at the perm. pool elevation)
2074.50 fmsf
Top of 1 Oft vegetated shelf elevation
2075.00 fmsf
Elottom of 10h vegetated shelf elevation
2074.00 fmsl
Sediment cleanout, top elevation (bottom of pond)
2071.00 fmsf
Sediment cleanout, bottom elevation
2070.00 fmsl
Sediment storage provided
1.00 ft
Is there additional volume stored above the state -required temp. pool?
Y (Y or N)
Elevation of the top of the additional volume
2077.0 fmsl OK
Form SW401-Wet Detenlion Basin-Rev.6-2120r09
Parts I. & n, Design Summary. Page 1 of 2

v
Permit No.
(to be provided by DM)
R RDESIGN.INFORMATION#-M; u w�$ oat?!r� ,m,iI •�i�`P. t&m.—W sn` 9a''a't
Surface Areas
Area, temporary pool 4,320 f?
Area REQUIRED, permanent pool 2,920 ft
SAIDA ratio 3.70 (unitless)
Area PROVIDED, permanent pool, A.,,.d 3,171 f' OK
Area, bottom of 1 Oft vegetated shelf, Ac��znar ' 2.390 f?
Area, sediment cleanout, top elevation (bottom of pond), Abo,,o d ;1,500 f�
Volumes
Volume, temporary pool 8,798 ft3
Volume, permanent pool, VI-1. _ 8,963 It
Volume, forebay (sum of forebays if more than one forebay) 1,927 ft3
Forebay % of permanent pool volume 21.5% %
SAIDA Table Data
Design TSS removal
Coastal SAIDA Table Used?
Mountain/Piedmont SAIDA Table Used?
SAIDA ratio
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b)
Volume, permanent pool, Vp._pw
Area provided, permanent pool, A,.,,,�,
Average depth calculated
Average depth used in SAIDA, dm, (Round to nearest 0.5h)
Calculation option 2 used? (See Figure 10-2b)
Area provided, permanent pool, A,,,,,,,,,
Area, bottom of 1Oft vegetated shelf, Ab.�_a,a,
Area, sediment cleanout, lop elevation (bottom of pond), Ab.,,,,d
'Depth' (distance bIw bottom of 1 Oft shelf and top of sediment)
Average depth calculated
Average depth used in SAIDA, d,,,, (Round to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (d-non-circular)
Coefficient of discharge (Cc)
Driving head (H,)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre -development 1-yr, 24-hr peak flow
Post -development 1-yr, 24-hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
Storage volume drawdown time
Additional Information
Vegetated side slopes
Vegetated shelf slope
Vegetated shelf width
Length of flowpath to width ratio
Length to width ratio
Trash rack for overflow & orifice?
Freeboard provided
Vegetated filter provided?
Recorded drainage easement provided?
Cra�puurees'aa�lll runoff at ultimate b�uide-pout?
finer pf1c�
DF-otrrf S-UVau1�We�ll6f���tlbrl�as n-Ree 6=1�UrUJeS
85 %
N_" '' (YorN)
Y (Y or N)
3.70 (unitless)
N� r (YorN)
8,963. ft3
3,171. ftz
2.82 It
3,0 ft
Y (Y or N)
3-1171•fe
.2,390
.' 1.500 f1z
3.00 It
2.87 ft
3.0 ft
Y (Y or N) .
6.00 in
in'
.460 (unitless)
Na ft
N (Y or N)
(unitless)
(unitless)
ft
- ft
ft3lsec
ft3lsec
ft'/sec
4.00 days
OK
OK
OK
OK
OX
OK
OK
OK
OK
OK
OK
OK
OK, draws down in 2.5 days.
#VALUE.
3 A
OK
10 :1
OK
10.0 ft
OK
3 :1
OK
2.0.:1
OK
Y (Y or N)
OK
1.0 ft
OK
N (Y or N)
Insufficient. Vegetated Etter required.
N . (Y or N)
Insufficient. Recorded drainage easement required.
N (Y or N)
Required to capture all runoff from the ultimate build -out
Sump Pump required; discharge elevation greater than pond bow!HtipL,n

0 0 FALE COPY
W*A&
RCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
October 20, 2010
Mr. A.B. Henley 11I, Manager
Charis Family interest, LLC
P.O. Box 5686
High Point, NC 27262
Division of Water Quality
Coleen H. Sullins
Director
SUBJECT: Clement Pappas Stormwater BMP Inspection
DWQ Permit Number: SW1090401
Henderson County
Dear Mr. Henley:
Dee Freeman
Secretary
On September 22, 2010, Susan A. Wilson and Chuck Cranford, from the Asheville Regional
Office of the Division of Water Quality (DWQ), conducted a site inspection for the stormwater
controls at Braewood Subdivision.
Clement Pappas Warehouse Expansion stormwater BMP is substantially compliant with the high
density stormwater requirements. Some issues were noted during the inspection and file review
and are outlined in the attached inspection report.
The original Operation and Maintenance agreement was signed by you. DWQ reminds you that
the stormwater controls are to be inspected, at minimum, once a month and within 24 hours after
every storm event greater than 1.0 inches. Records for inspection and maintenance should be kept
in a known/set location and must be available upon request. DWQ would recommend that
someone on -site be responsible for operation and maintenance.
SURFACE WATER PROTECTION SECTION—ASHEVILLE REGIONAL OFFICE One
Location: 2090 U.S. Highway 70, Swannanaa, North Carahna 28778 NorthCarolina
Phone: [phone] FAX: [phone] Customer Service: 1.877-623-6748 Naturally
www.ncvvateMuality.org
An Equal Opportunity 4 Aff rma!Jve Action Employer

Mr.Henley
October
ober 20, 2010 ,
Page 2 of 2
Should you have any questions regarding these matters, please contact me at [phone].
Sincerely,
san A. Wilson, P.E., Environmental Engineer
Surface Water Protection Section
Enc: Inspection Report
(cc:_- _ .ARO File Copy
DWQ Central Files
Dana Bolden, P.E. w/Inspection Report
Mattern & Craig
12 Broad Street
Asheville, NC 28801
Blake Kehoe (w/Insp. Report) Clement Pappas
125 Industrial Boulevard
Mountain Home, NC 28758
Henderson County Planning
S:ISWPIHenderson\Stormwaterl5-State StormwateAClement Pappas\CRITTR.Clement Pappas SSw.10 2010.doc

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Permit: SW1090401
County: Henderson
Region: Asheville
Compliance Inspection Report
Effective: 05/06/09 Expiration: 05/05/19 Owner: Chaos Family Interest LLC
Project: Clement -Pappas Warehouse Expansion
199 N Egedrton Rd
Contact Person: Dana J Bolden Title:
Directions to Project:
Type of Project: State Stormwater - Redevelopment
Drain Areas: 1 - (Mud Creek) (04-03-02) ( C)
On -Site Representative(s):
Related Permits:
Inspection Date: 0912212010 Entry Time: 02:30 PM
Primary Inspector: Susan A Wilson
Secondary Inspector(s):
Chuck Cranford
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ■ Compliant C3 Not Compliant
Question Areas:
E State Stormwater
(See attachment summary)
Hendersonvlle NC 28792
Phone: [phone]
Exit Time: 02:56 PM
Phone: [phone]
Phone:
Inspection Type: Compliance Evaluation
Page: 1

Permit: SW1090401 Owner - Project: Charis Family Interest LLC
Inspection Date: 0912212010 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Susan Wilson and Chuck Cranford of the Surface Water Protection Section, in the Asheville Regional Office, conducted a
site inspection at the Clement -Pappas Warehouse Expansion area on September 22, 2010.
The facility appears to be very newly constructed. No major issues were noted during the inspection. It would be
adviseable to review the planting plan regarding density of plantings - it appears that some plants are missing or have not
survived the initial planting.
Additionally, the catch basin riser for the outlet should be properly secured - the rip rap at the outlet will likely not stay in
place during a strong storm event.
There does not appear to be any resultant water quality problems at the site at this time.
Page: 2

Permit: SW1090401 Owner. Project: Charis Family Interest LLC
Inspection Date; 09/22/2010 Inspection Type; Compliance Evaluation
Reason for Visit: Routine
File Review
Yes
No NA
NE
Is the permit active?
■
Cl ❑
❑
Signed copy of the Engineers certification is in the file?
❑
■ ❑
❑
Signed copy of the Operation & Maintenance Agreement is in the file?
■
❑ ❑
Q
Copy of the recorded deed restrictions is in the file?
Cl
❑ ❑
■
Comment: There is no Engineer's Certification on file.
Built Upon Area
Yes
No NA
NE
Is the site BUA constructed as per the permit and approval plans?
■
Q ❑
❑
Is the drainage area as per the permit and approved plans?
■
❑ Cl
❑
Is the BUA (as permitted) graded such that the runoff drains to the system?
■
❑ ❑
❑
Comment: The BUA appeared as indicated on plans.
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ■ ❑ ❑ ❑
Are the inlets located per the approved plans? ■ ❑ ❑ Cl
Are the outlet structures located per the approved plans? ■ ❑ ❑ ❑
Comment: The stormwater measures appeared as on the approved plans.
Operation and Maintenance Yes No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ■ ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to DWQ ❑ Q ❑ ■
upon request?
Comment:
Other Permit Conditions Tes no nA ryG
Is the site compliant with other conditions of the permit? ■ ❑ ❑ ❑
Comment:
Other WQ Issues Yes No NA NE
Is the site compliant with other water quality issues as noted during the inspection? ■ ❑ Q Q
Comment: The stormwater measures appeared to be working adequately and no
water quality issues were observed from the outlet of the system.
Page: 3

Compliance Inspection Report
Permit: SW1090401 Effective:05/06/09 Expiration: 12/29/21
Project: Clement -Pappas Warehouse Expansion
Owner: Charis Family Interest LLC
County: Henderson Adress: 199 N Egedrton Rd
Region: Asheville
CitylStatelZip: Hendersonvlle NC 28792
Contact Person: Dana J Bolden Title: Phone: [phone]
Directions to Project:
Type of Project: State Stormwater - Redevelopment
Drain Areas: 1 - (Mud Creek) (04-03-02) ( C)
On -Site Representative(s):
Related Permits:
Inspection Date: 06/12/2019 Entry Time: 02:30PM Exit Time: 04:OOPM
Primary Inspector: Isaiah L Reed Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: Compliant ❑ Not Compliant
Question Areas:
State Stormwater
(See attachment summary)
Inspection Type: Compliance Evaluation
page: 1

0 0
Permit: SW1090401 Owner - Project: Charis Family Interest LLC
Inspection date: 06/1212019 Inspection Type Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
On June 12, 2019 this facility was inspected for compliance. I met with Tracy Wolfe on site. Facilities permitted under
NCG060161, NCGNE017B and SW1090401 were all inspected. During the inspection, the following items were noted:
NCG060161)
Due to bulk storage of liquid materials, and storage tanks on site, the permittee is directed to review and modify the
storage practices at the facility, such that secondary containment is provided, as described in the General Permit
NCG060000,
Due to outfall locations observed during the inspection, the permittee is directed to evaluated the potential for additional
outfalls at the facility.
NCGNE0178
No Issues were observed during the inspection.
SW 1090401
Due to observed erosion on the basin wall, the permittee is directed to review the operations and maintenance plan for
the stormwater control measures, and perform maintenance on the basin wall as needed.
If you have any questions, please contact this office at [phone]
SW Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ® ❑ ❑ ❑
Are the inlets located per the approved plans? ❑ ❑ ❑
Are the outlet structures located per the approved plans? 0 ❑ ❑ ❑
Comment:
page: 2

M
❑r
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Drrector
Q�yy,A N
NORTH CAROLINA
Environmental Quality
June 25, 201.9
Clement -Pappas NC
Attention: Tracy Wolfe
125 Industrial Park Road
Hendersonville, North Carolina 28792
Subject: Compliance Evaluation Inspection
Certificate of Covei•age/Certification/Permit: NCG060161, NCGNE0178, SW1090401
Henderson County, North Carolina
Dear Mrs. Wolfe:
Enclosed please find a copy of the Compliance Evaluation Inspection Report for the
inspection I conducted at the subject facility on June 12, 2019.
The report should be self-explanatory; however, should you have any questions
concerning this report, please do not hesitate to contact me at [phone] or by email
at [e-mail].
Since ,
Isaiah Reed, CPSWQ, CEPSCI, MS4CECI
Environmental Specialist
Land Quality Section
Enclosure: Inspection Report
D
� North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Asheville Regionai Office 12o90 U.s. Highway 70 I Swannarioa, North Carolina 28778
N2MVArQM828,296.4500

0 0
Compliance Inspection Report
Permit: NCG06016'I Effective: 11/01/18 Expiration: 05/31/21 Owner: Clement Pappas NC LLC
SOC: Effective: Expiration: Facility: Clement Pappas Plant
County: Henderson 125 Industrial Park Rd
Region: Asheville
Hendersonvlle NC 28792
Contact Person: Scott Semper Title: Plant Manager Phone: [phone]
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection bate: 0611212019
Primary Inspector: Isaiah L Reed
Secondary Inspector(s):
Certification:
Phone:
Entry Time: 02:30PM Exit Time: 04:00PM
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Foodffobacco/SoapsICosmeticsIPublic Warehousing Stormwater Discharge COC
Facility Status: ® Compliant Not Compliant
Question Areas:
® Storm Water
(See attachment summary)
Page 1 of 3

• 0
Permit: NCGO60161 Owner - Facility: Clement Pappas NC LLC
Inspection Date: 0611212019 Inspection Type . Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
On June 12, 2019 this facility was inspected for compliance. I met with Tracy Wolfe on site. Facilities permitted under
NCG060161, NCGNE0178 and SW1090401 were all inspected. During the inspection, the following items were noted:
NCG060161)
Due to bulk storage of liquid materials, and storage tanks on site, the permittee is directed to review and modify the storage
practices at the facility, such that secondary containment is provided, as described in the General Permit NCG060000.
Due to outfall locations observed during the inspection, the permittee is directed to evaluated the potential for additional
outfalls at the facility.
NCGNE0178
No Issues were observed during the inspection.
SW1090401
Due to observed erosion on the basin wall, the permittee is directed to review the operations and maintenance plan for the
stormwater control measures, and perform maintenance on the basin wail as needed.
If you have any questions, please contact this office at [phone]
s
Page 2 of 3

r
Permit: NCG060161 Owner - Facility: Clement Pappas NC LLC
Inspection Date: 06/1212019 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan?
® ❑ ❑ ❑
# Does the Pian include a General Location (USGS) map?
® ❑ ❑ ❑
# Does the Plan include a "Narrative Description of Practices"?
■ ❑ ❑ ❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
® ❑ ❑ ❑
# Does the Plan include a Iist of significant spills occurring during the past 3 years?
® ❑ ❑ ❑
# Has the facility evaluated feasible alternatives to current practices?
® ❑ ❑ ❑
# Does the facility provide all necessary secondary containment?
® ❑ ❑ ❑
# Does the Plan include a BMP summary?
® ❑ ❑ ❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
® ❑ ❑ ❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
® ❑ ❑ ❑
# Does the facility provide and document Employee Training?
® ❑ ❑ ❑
# Does the Plan include a list of Responsible Party(s)?
® ❑ ❑ ❑
# Is the Plan reviewed and updated annually?
❑ ❑ ❑
# Does the Plan include a Stormwater Facility Inspection Program?
® ❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented?
® ❑ ❑ ❑
Comment:
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring semi-annually? ® ❑ ❑ ❑
Comment:
Permit and 4utfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? ® ❑ ❑ ❑
# Were all outfalls observed during the inspection? ® ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ® ❑
# Has the facility evaluated all illicit (non stormwater) discharges? ® ❑ ❑ ❑
Comment:
Page 3 of 3

r
' Compliance Inspection Report
Permit: NCGNE0178
SOC:
County: Henderson
Region: Asheville
Effective: 05/01/05 Expiration:
Effective: Expiration:
Contact Person: Blake Myles Kehoe Title:
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Rep rose ntative(s):
Related Permits:
Inspection Date: 06/12/2019 Entry Time: 02:30PM
Primary Inspector: Isaiah L Reed
Secondary Inspector(s):
Certification:
Owner: Clement Pappas NC LLC
Facility: Lassonde Pappas and Company
125 N Edgerton Rd
Hendersonvlle NC 28792
Phone: [phone]
Phone:
Exit Time: 04:OOPM
Phone: [phone]
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Stormwater Discharge, No Exposure Certificate
Facility Status: ® Compliant Not Compliant
Question Areas:
® Miscellaneous Questions ® Misc
(See attachment summary)
Page 1 of 3

® !
permit: NCGNE0178 Owner- Facility: Clement Pappas NC LLC
Inspection Date: 06I12l2019 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
On June 12,'2019 this facility was inspected for compliance. I met with Tracy Wolfe on site. Facilities permitted under
NCG060161, NCGNE0178 and SW1090401 were all inspected. During the inspection, the following items were noted:
NCG060161)
Due to bulk storage of liquid materials, and storage tanks on site, the permittee is directed to review and modify the storage
practices at the facility, such that secondary containment is provided, as described in the General Permit NCG060000.
Due to outfall locations observed during the inspection, the permittee is directed to evaluated the potential for additional
outfalls at the facility.
NCGNE0178
No issues were observed during the inspection.
S W 1090401
Due to observed erosion on the basin wall, the permittee is directed to review the operations and maintenance plan for the
stormwater control measures, and perform maintenance on the basin wall as needed.
If you have any questions, please contact this office at [phone]
i
Page 2 of 3

® •
permit: NOGNE0178 Owner - Facility: Clement Pappas NC LLC
Inspection Date: 06112/2019 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Mise
Is the facility compliant?
Comment:
Yes No NA NE
® ❑ ❑ ❑
Page 3 of 3

Compliance Inspection Report
Permit: SW1090401 Effective:05/06/09 Expiration: 12/29/21
Project: Clement -Pappas Warehouse Expansion
Owner: Charis Family Interest LLC
County: Henderson Adress: 199 N Egedrton Rd
Region: Asheville
City/StatelZip: Hendersonvlle NC 28792
Contact Person: Dana J Bolden Title: Phone: [phone]
Directions to Project:
Type of Project: State Stormwater - Redevelopment
Drain Areas: 1 - (Mud Creek) (04-03-02) ( C)
On -Site Representative(s):
Related Permits:
Inspection Date: 06/12/2019 Entry Time: 02:30PM Exit Time: 04:OOPM
Primary Inspector: Isaiah L Reed Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: State Stormwater
Facility Status: ® Compliant ❑ Not Compliant
Question Areas:
® State Stormwater
(See attachment summary)
Inspection Type: Cornpliance Evaluation
page: 1

0 0
Permit: SW1090401 Owner - Project: Charis Family Interest LLC
Inspection Hate: 06/1212019 Inspection Type Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
On June 12, 2019 this facility was inspected for compliance. I met with Tracy Wolfe on site. Facilities permitted under
NCG060161, NCGNF-0178 and SW1090401 were all inspected. During the inspection, the following items were noted:
NCG060161)
Due to bulk storage of liquid materials, and storage tanks on site, the permittee is directed to review and modify the
storage practices at the facility, such that secondary containment is provided, as described in the General Permit
NCG060000.
Due to outfall locations observed during the inspection, the permittee is directed to evaluated the potential for additional
outfalls at the facility.
NCGNE0178
No Issues were observed during the inspection.
SW1090401
Due to observed erosion on the basin wall, the permittee is directed to review the operations and maintenance plan for
the stormwater control measures, and perform maintenance on the basin wall as needed.
If you have any questions, please contact this office at [phone]
5W Measures Yes No NA NE
Are the SW measures constructed as per the approved plans? ® ❑ ❑ ❑
Are the inlets located per the approved plans? ® ❑ ❑ ❑
Are the outlet structures located per the approved plans? ® ❑ ❑ ❑
Comment:
page: 2