NCG140412_COMPLETE FILE - HISTORICAL_20170527

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/VCRyl:�
DOC TYPE
C� HISTORICAL FILE
❑ MONITORING REPORTS
HOC DATE
❑ �/'O c9 7
YYYYMMDD

Energy, Mineral &
Land Resources
ENVIRONMENT AI QUALITY
Division of Energy, Mineral, and Land Resources
Land Quality Section / Stormwater Program
National Pollutant Discharge Elimination System (NPDES)
PERMIT OWNER AFFILIATION DESIGNATION FORM
(Individual Legally Responsible for Permit)
Use this form if there has been:
FOR AGENCY USE ONLY
Date Received
Year
Month
Da
NO CHANGE in facility ownership or facility name, but the individual
who is legally responsible for the permit has changed.
If the name of the facility has changed, or if the ownership of the facility has changed,
do NOT use this form. Instead, you must fill out a Name -Ownership Change Form
and submit the completed form with all required documentation.
What does "legally responsible individual" mean?
The person is either:
APR 2, 7 2017
• the responsible corporate officer (for a corporation); ITY
• the principle executive officer or ranking elected official (for a muniSTO
0% E O�44 other public
agency);
+ the general partner or proprietor (for a partnership or sole proprietorship);
• or, the duty authorized representative of one of the above.
1) Enter the permit number for which this change in Legally Responsible Individual ("Owner Affiliation")
applies:
Individual Permit (or) Certificate of Coverage
N I C I S I I I N C, ,:G 114 1 D 1411
2) Facility Information:
Facility name: Cot)Cre,�- 1- &Ve_loc)e_ r��5lrtai T Zr
Company/Owner Organization: f T-ravp r_h e s jr
LG Lv 4-
Facility address: 1 1 3 Liu ' Bar) k5 -Drive,
Address
City State Zip
To find the current legally responsible person associated with your permit, go to this website:
http://deg.ne.gov/about/divisions/energy-mineral-land-resources/energy-mineral-land-perinits/stonnwater-program
and run the Permit Contact Summary Report.
3) OLD OWNER AFFILIATION that should be removed:
Previous legally responsible individual: Ars ki3l V• -!4U rn
First M1 Last
4) NEW OWNER AFFILIATION (legally responsible for the permit):
Person legally responsible for this permit:
a First MI Last
Page 1 of 2
S W U-OW NERAFFIL-23March2017

NPDES Stormwater Permit OWNER AFFII_ATION DESIGNATION Form
(if no Facility Name/Ownership Change)
M
v Title
Mailing Address
�I11 kn4e_ -✓i'J fe-, He-
City State Zip
(ate) '7S4o D! 19 jjcurorl L dQd.e CC. eofn
Telephone E-mail Address
(,P5 Lx) 754, -- fo 77a2—
Fax Number
5) Reason for this change:
,.
A result of: i s i t Employee or management change
❑ Inappropriate or incorrect designation before
❑ Other
If other please explain:
The certification below must be completed and signed by the permit holder.
PERMITTEE CERTIFICATION:
I, 7e_r2.�< f () , attest that this application for this change in Owner Affiliation
(person legally responsible for the permit) has been reviewed and is accurate and complete to the best of my
knowledge..-[ understand that if all required parts of this form are not completed, this change may not be
q—Zl -1`7
Signature Date
PLEASE SEND THE COMPLETED FORM TO:
Division of Energy, Mineral, and Land Resources
Stormwater Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
For more inforrnation or staff contacts, please call [phone] or visit the website at:
http://deq.ne.gov/about/divisions/energy-mineral-land-resources/stonnwater
Page 2 of 2
S W U-O W NERAF FIL-2 3 Mar20 3 7

NC Division of Energy, Mineral and Land Resources
NPDES Stormwater Permit Contacts Summary
NC DENILR has the following contact information in our Permit Database for your permit as of3/27/2017.
Permit Number: NCGI40412
Permit Type: Ready Mix Concrete Stormwater/Wastewater Discharoe CDC
Facility Name: DPD Concrete - Havelock Industrial Park Lot 12
Facility Addressi: 113 Outer Banks Dr
Facility Address2:
City, State &Zip: Havelock. NC 28532
MUST submit a Change ofName/Ownersh►piform to DEMLR to make any changes to this Owner information.
See "Miscellaneous Forms" at http:1/12ortal.ncdenr.org/web/Ir/npdes-stormwater
Owner Name: Dod Properties II Inc
Owner Type: Nan -Government Owner Type Group: Organization
*** Legally Responsible for Permit ***
(Responsible corporate officer/principle executive officer or ranking elected official/general partner or proprietor,
or any other person with delegated signatory authority from the legally responsible person.)
Owner Affiliation: Marshall D Tatum Title:
Address!: PO Box 1639
Address2:
City, State & Zip: Winterville. NC 28590
Work Phone: [phone] Fax: [phone]
Email Address:
Owner Contact Person(s)
Contact Name T'rt e! Address
Phone f.@-X-
K910
David Hardee Chief Operations PO Box 1639, Winterville, NC 28590
252-531-1326 252-353-1724
[e-mail]
Manager
_ _
m
Derek Dunn Manager PO Box 1639, Winterville, NC 28590
252-756-0782 252-353-1724
Facility Contact Person(s)
Contact Name rift Address
Phone EM
Email
David Hardee PO Box 1639, Winterville, NC 28590
252-531-1328 252-353-1724
[e-mail]
m
Derek Dunn PO Box 1639, Winterville, NC 28590 252-756-0782 252-353-1724
Permit Contact Person(s)
Cgntgct Name Title Address Phon Fix ail
Permit Billing Contact
Contact Name rALe Address phone Fax Lit"
David Hardee PO Box 1639, Winterville, NC 2B590 252-531-1328 252-353-1724 [e-mail]
m
3/27/2017 Page 263

North Carolina
Beverly Eaves Perdue
Governor
Mr. Derek Dunn
DPD Properties II, LLC
P.O. Box 1639
Winterville, NC 28590
Dear Mr. Dunn:
V7
A_
'J
KIC®EN:
Department of Environment and Natural Resources
Division of Water Quality
Coleen H. Sullins
Director
October 3, 2011
Subject: General Permit No. NCG140000
DPD Concrete - Havelock
COC No. NCG140412
Craven County
Dee Freeman
Secretary
In accordance with your application for a discharge permit received on June 29, 2011, we
are forwarding herewith the subject certificate of coverage (COC) to discharge under the subject
state — NPDES general permit. This permit is issued pursuant to the requirements of North
Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
and the US Environmental Protection Agency dated October 15, 2007 (or as subsequently
amended).
Please take notice that this certificate of coverage is not transferable except after notice to
the Division of Water Quality. The Division of Water Quality may require modification or
revocation and reissuance of the certificate of coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or
permits required by the Division of Land Resources, Coastal Area Management Act or any other
federal or local governmental permit that may be required.
An Authorization to Construct treatment (recycle) facilities has been issued
concurrently with this COC. The Washington Regional Office, telephone number (252) 946-
6481, shall be notified at least forty-eight (48) hours in advance of operation of the installed
facilities so that an in -place inspection can be made. Such notification to the regional supervisor
shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through
Friday, excluding State Holidays.
Per the requirements of the Neuse Riparian Buffer Rule, all stormwater drainage to
stream buffers, from portions of this site that have been constructed after July 22, 1997, must be
discharged through a correctly designed level spreader or another device that meets diffuse flow
requirements per 15A NCAC 2B .0233. Diffuse flow requirements are described in Chapter 8 of
Wetlands Lind Storrmater Brai .h On_.e. 4617 Mail iervice Center, Raleigh, Nc:.th Carolina 27699-1617 Noi h Carofi na
Location: 512 l-4. S,:.:bury St. Raleigh Noah C• Mina 27604
Phone: 91 -8[ r'-63L , l FAX: 919-80 - ;4�. ; 4 Cr; .comer Service: i 'T o23- 1748
Internet: wwna.nmal-quality.org
An Equ31 t ;ipor unity'i!. ''rmative Actin � -i,plo per

Mr. Derek D4.ni3
DPD Proper1les It, LLC - DPD Concrete - Havelock
NCG t 4041
Octol,cr 3, 2011
the North Carolina Stormwater B%4P Manual, avaslable at:
http://portal.nedenr.org/web/wq/ws/sufbml2-manual.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a professional engineer certifying that the permitted
facility has been installed in accordance with the NPDES Permit, the associated
Authorization to Construct, and the approved plans and specifications. Please mail the
certification (attached) to the Stormwater Permitting Unit, 1617 Mail Service Center, Raleigh,
NC 27699-1617.
One (1) set of approved plans and specifications is being forwarded to you. The
Permittee shall maintain a copy of the approved plans and specifications on file for the life of the
facility. If you have any questions concerning this permit or Authorization to Construct, please
contact Robert Patterson at telephone number [phone], or email
[e-mail].
Sincerely,
for Coleen H. SuIlins
cc: Samir Dumpor — Washington Regional Office
Central Files
Stormwater Permitting Unit Files
Enclosure
ec: Derrick C. Smith, PE — East Carolina Consulting, PLLC

Mr. Derek Dii nY
DPD Properties il, LLC -- DPI) Concrete -'I lave,ock
NCG1 '0412
October 3. 20 11
Engineer's Certification (COC No. NCG140412)
1, , 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,
Project Name
Location
for the
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the following installations:
• Construction of a process wastewater recycle system at the DPD Concrete - Havelock site.
I certify that the construction of the above referenced project was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Signature
Date
Registration No.
Mail this Certification to: Stormwater Permitting Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-16 1 7

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140412
STORMWATER & PROCESS WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
DPD Properties 11, LLC
is hereby authorized to discharge stormwater and to construct and operate a process wastewater
recycle system for the drum wash -out area, and is hereby authorized to discharge process
wastewater from stockpile wetting and vehicle/equipment cleaning from a facility located at
DPD Concrete - Havelock
Lot 12 Outer Banks Drive
Havelock
Craven County
to receiving waters designated as Shop Branch, a class SC; Sw, NSW water in the Neuse River
Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions
set forth in Parts I, 11, III, IV, V, and VI of General Permit No. NCG140000 as attached.
This certificate of coverage shall become effective October 3, 2011.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this the 3rd day of October, 2011.
for Coleen H. Sullins., Director
Division of Water Quality
liy the Authority of the Environm,-ntal Management Commission

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DPD Properties II, LLC
DPD Concrete - Havelock
Latitude: 341 52' 47" N
Longitude: 760 52' 13" W
County: Craven
Receiving Stream: Shop Branch
Stream Class: SC; Sw, NSW
Sub -basin: 03-04-10 (Neuse River Basin)
0
Facility Location

AiT°aDivision of Water Quality 1 Surface Water Protection
NCDENR National Pollutant Discharge Elimination System
Noam Gvt " Drsiwrr+errr or
Fi mm..cwr —0 N,at.x+k Rena Ca
NCG140000
NOTICE OF INTENT
OR AGENCY USE ONLY
Date Recei%od
Year
Month
Da
Ccilificale ofCoverage
NICIGI 14 10 14
11 2
Check # Amotmt
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ermit Amigned to
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National Pollutant Discharge Elimination System application for coverage under General Permit
NCG140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 3273 Ready Mixed Concrete
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NOl is also an APPLICATION FOR Authorization to Construct (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to construction'.
For existin plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to continue to operate wastewater
treatment facilities in place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or recycle process wastewater (including stormwater BMP structures
treating process wastewater flows commingled with stormwater) require an ATC prior to construction
per 15A NCAC 2H .0138. The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG 14 permit. Design of treatment facilities
must comply with requirements of 15A NCAC 2H .0138 & .0139.
Construction of wastewater treatment facilities (this includes recycle systems) at new or existing plant
sites requires submission of three (3) sets of plans and specifications signed and sealed by a
Professional Engineer (P.E.) or qualified staff2 along with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
WFor questions, please contact the DWO Regional Office for your area. (See page 5)
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name DPD Properties II, LLC Derek Dunn
Street Address PO Box 1639
City Winterville StateNC ZIP Code 28590
Telephone No. 252 756-0782 Fax: [phone]
2) Location of facility producing discharge:
Facility Name DPD Concrete - Havelock
Facility Contact David Hardee
Street Address Lot 12 Outer Banks Drive
City . Havelock State NC ZIP Code 28532
County Craven
Telephone No. [phone] Fax: [phone]
JUN �, q ; t711
Page 1 of.5
'As per 15A NCAC 2H .0106
2Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SWU-229-071408 Last revised 7114/08

NCG140000 N.O.I.
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). From the intersection of NC HWY 101 and NCSR 1834
(Outer Banks Drive) go South on NCSR 1834 approximately 500 feet.. Subiect property is on the East
side of NCSR 1834.
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 34' 62' 47.16" N Longitude 76' 52112.5511 W (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
X New or Proposed Facility Date operation is to begin
❑ Existing
6) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
activity at this facility
SIC Code: 3 2 7 3
7) Provide a brief description of the types of industrial activities and products produced at this facility:
(include a site diagram showing the process areas present at this facility]
8)
A6
C.
Discharge points 1 Receiving waters: (� ✓'-v
IT
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? There are two (2)proposed discharge points on the site however only one (1) will be connected to
manufacturing discharges.
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? Shop Branch
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). na
Receiving water classification (if known). -SC: Sw. NSW
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG140000 cannot be granted. No new discharges of process wastewater are
permitted in receiving waters classified as WS-I or freshwater ORW.
9) Does this facility have any other NPDES permits?
X No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
X No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
❑ No
X Yes
If yes, please briefly describe: Site has been designed with grass swales and an infiltration basins
Page 2 of 5
SWU-229-071408 Last revised 7/14/2008

NCG'+40000 N.O.I.
12) Dees this facility have a Stormwater Pollution Prevention Plan?
X No
Yes
If yes, when was it implemented?
13) Are vehicle maintenance activities occurring or planned at this facility?
X No
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
Vehicle and equipment cleaning X Yes ❑ No
Wetting of raw material stockpiles X Yes ❑ No
Mixing drum cleaning X Yes ❑ No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater.
'' { For a sufficient application, you must provide design specifics (e.g., design volume, retention time, surface
area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH - 6-9 SU, Total
Suspended Solids (TSS) -- 30 mg/l, and Settleable Solids (SS) - 5 ml/l.) (Use separate sheet(s)).
If all these discharges are recycled, please refer to Question 15.
For plants that recycle and/or discharge process wastewater.
When applying for this permit, you are also applying for an authorization to construct (new
treatment facilities) or authorization to continue to operate (existing treatment facilities) as
part of the NOI. For new sites, you must submit three (3) sets of design plans and
specifications with this application and provide supporting calculations that predict
compliance of final discharge with permit limits. For existing sites, applicants should submit
three (3) sets of plans and specs for facilities as -built and provide as many design details as
possible, or submit a detailed diagram of treatment systems in place that includes information
such as tank volumes, dimensions, retention time, piping, settling basin details, etc.
Please note: If new treatment systems are planned for an existing site, an A TC will be required
prior to construction of those facilities. Plans/specs/calculations prepared by a P.E. and the
request for an ATC may be submitted with this NOI, or separately at a later date. DWQ may
request the status of your plans for requesting an ATC upon issuance of the COC.
15) Does the facility use or plan to use a recycle system?
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
� year, 24-hr rainfall event
For a recycle system (regardless of when it overflows), please provide plans, calculations, and design
specifics (e.g., throughput assumptions/water balance, design volume, retention time, surface area, amount of
freeboard in design storm event, etc.). (Use separate sheet(s)).
For a sufficient application, the information must demonstrate compliance of final discharge with permit
1r} effluent limits (pH - 6-9 SU, Total Suspended Solids (TSS) - 30 mg/l, and Settleable Solids (SS) - 5 m1/1), or
must demonstrate that the recycle system has sufficient capacity to contain runoff from a 25-year, 24-hr
rainfall event plus one foot of freeboard under design operating conditions.
Page 3 of 5
SWU-229-071488 East revised 7/14/2008

NCG14')000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
X No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
17) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
X No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
X No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
X No
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport / disposal vendor:
Vendor address:
18) Certification:
North Carolina General Statute 143-215.6 B(i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any application, record, report, plan, or other
document filed or required to be maintained under this Article or a rule implementing this Article; or who knowingly makes a false
statement of a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmental Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine
not to exceed ten thousand dollars ($10,000),
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I certify that I am familiar with the information contained in this application and that to the best of my
knowledge and belief such information is true, complete, and accurate.
n Signing: Derek Dunn
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to:
NCDENR
Final Checklist
Page 4 of 5
SWU-229-071408 Last revised 7/14/2008

NCG140000 N.O.I.
This application will be returned as incomplete unless all of the following items have been included:
Ef Check for $100 made payable to NCDENR.
Fr This completed application and all supporting documentation (including design details and calculations for
�! treatment systems).
'—r L1J If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
or local designee: documentation verifying applicant has developed and submitted that Plan to the governing
agency (required per 15A NCAC 02H .0138).
' For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and
1 specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7).
LW' k5:1 For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
1s recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc.
A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater/wastewater treatment structures, (c) location of
stormwaterlwastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines.
A county map or USGS quad sheet with location of facility clearly marked.
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ...... [phone]
Fayetteville Office ... [phone]
Mooresville Office ... [phone]
Raleigh Office ........
[phone]
Washington Office ...[phone]
Wilmington Office ...
[phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 5 of 5
SWU-229-071408 Last revised 7/14/2008

EAST CAROLINA CONSULTING, PLLC
Land Development & Engineering
Land Planning. Residential . Coastal Design . Environmental
TRANSMITTAL SHEET
TO: FROM
Robert Patterson Derrick Smith
COMPANY:
DA-E'E:
NCDENR
9/26/2011
1617 I\I-@ Senice Center
Raleigh, NC 27699-1617
TOTAL No. Ol, PAGES INCWDING COWR:
T
na
PHONE NUb111€iR;
SI NDI R'S REFFRFNCF. NUMBEiR:
044 3-11 DPD Lot 12
RE: YOUR REFERENCE NUMBER:
DPD Concrete Site Plan na
Lot 12, l-lavelock Industrial bark
❑ URC.;1;NT X FOR RI-WIt,"W ❑ 1'I.,EASEE C[)MMI N'r ❑ V1,EAS1- R1-PLl' ❑ PL,E-ASE'' RECI'CLEs
NOTES/COMMENTS: --- — �
Attached-
1) RI1`qSED: Calculations & Design pet comments.
2) One (2) copies of the REVISED plans.
Thanks for all your help,
Derrick Smith, Principal
[phone]
[R(r-z'[20WR
U
OCT - 3 2011
WERMOS/WD STORMWATER BRANCH
PO Sox 20714. Greenville, NC. 27858
Derrick (cell) 252.714.3034, Howard (cell) 252.327.9623, Fax [phone]
www.eccpllc.com

Patterson, Robert
From: Patterson, Robert
Sent: Tuesday, September 20, 2011 2:18 PM
To: '[e-mail]'
Subject: NCG140412 - DPD Concrete - Havelock
Derrick,
The additional information we received on September 1, 2011 looks good. You submitted only a single set, so please
send an additional 2 copies of the plans and calculations.
In addition, please provide a water balance calculation to show how long it will take to reuse the captured water after a
25-yr, 24-hr storm event. Please let me know if you have any questions.
Thanks
Robert D. Patterson, PR
Gnvirotimental Engineer
NCDCNR I DWQ I Stormwater Permitting
1617 Mail Service Cunter, Raleigh, NC 27699-1617 Mail 1 512 N. Salisbury St, Raleigh, NC 27604 1 9(h Floor Location &. Parcels
[phone] Phone [phone] I,ax I RobeT-t. Patterson ancdenr.go< l MMI I http://portal.ncdenr.org/web/wq/ws/su Website
`A Before printing this email, please consider your budget and the environment.
E-mait correspondence to and From this address may he subject to the North Carolina Public Records Law and may be disclosed to third parties unless the content is
exempt by statute or other regulation.
i

EAST CAROLINA CONSULTING, PLLC
Land Development & Engineering
Land Planning, Residential . Coastal Design . Environmental
TRANSMITTAL S14EF-T
TO: FROM:
Storrnwater Permitting Unit Derrick Smith
COMPANY: DATIi
NCDENR 8/30/2011
1617 Mad Service Center
Raleigh, NC 27699-1617
TOTAL. No. of PAGES INCLUDING COVER:
na
PHONE NUMBLIt: SENDER'S RIFFt RGNCI; NUMBER:
044 3-11 DPD Lot 12
RF:
DI'D Concrete Site Phin
Lot 12, Havelock Industrial Park
YOUR REFERENCE NUMBER:
na
❑ URGENT X P0it 1ZFVIEW ❑ PLI:ASIs COMMENT ❑ PLEASf RIiP1.�' ❑ PLEASE RECYCLE
NOTt s/CONIMP.NTS:
A ttached:
1) REVISED: Calculations & Design per comments.
2) One (1) copies of the REVISED plans.
Thanks for all your help,
Derrick Smith, Principal
[phone]
SEP .1 201)
ftA4l%7MQA"
PO Box 20714. Greenville, NC. 27858
Derrick (cell) 252.714.3034, Howard (cell) 252.327.9623, Fax [phone]
www.eccpllc.com

Patterson, Robert
From: Derrick Smith [[e-mail]]
Sent: Thursday, August 25, 2011 9:44 PM
To: Patterson, Robert
Subject: DPD Concrete
Attachments: revised calculations. pdf
Robert,
We have discussed the options with the owners and they have decided they like the reuse idea...
Attached are the revised calcs as well as basin design...
I decided to make the first two primary settling basins more narrow and enlarge the third to retain the 25yr 24hr storm.
know you need hard copies to approve but didn't know if you could glance at these and save us both some time.
Thanks,
['�ezzicle S�srctlr, P9
East Carolina Consulting
PO Box 20714
Greenville, NC 27858
252-714-3034 phone
252-565-5718 fax

NCDENR
North Carolina Department of Environment and
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
July 22, 2011
Mr. Derek Dunn
DPD Properties II, LLC
PO Box 1639
Winterville, NC 28590
Natural Resources
Subject: Additional Information Request
Future COC NCG 140412
DPD Concrete — Havelock
Craven County
Dear Mr. Dunn:
Dee Freeman
Secretary
Your facility's Notice of Intent (NOI) for permit NCG140000 was received by the Stormwater
Permitting Unit on June 29, 2011; with additional information received on July 21, 2011.
However, a review of the application package showed that the application is incomplete. Before
the NOI can finish being processed please provide information regarding the following:
1. The revised calculations must be sealed, sign, and dated.
2. As stated before, a single sample at a similar site is not sufficient for us to approve the system
design without pH adjustment, unless it is a closed -loop recycle system. Past experience with
similar sites has shown that drum washout basins do need pH adjustment, unless they are non -
discharge systems. (Note that non -discharge systems would have to be approved by the Aquifer
Protection Section of DWQ)
If you have any questions concerning this matter, please contact Robert Patterson at telephone
number [phone], or at [e-mail].
Sincerely,
�nwlp O(II—C, —
Robert D. Patterson, PE
Stormwater Permitting Unit
cc, Mr. Derrick Smith, PE — East Carolina Consulting, PLLC
Washington Regional Office — Samir Dumpor
SPU Files
Wetlands and Stormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
l iion: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623-6748
Internet: www,ncwaterquality.org
An Equal Opportunily 1 AffxmaiJve Action Employer
Noe Carolina
Awmall
J

July 19, 2011
Robert Patterson, PE
Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699
RE: Future COC NCG140412
DPD Concrete --- Havelock
Craven County
Dear Mr. Patterson,
EAST CAROLINA CONSULTING, PLLC
Civil Engineering & Land Development
Land Planning. Residential . Coastal Design . Environmental
JUL 2 12011
In response to your July 111h letter please find enclosed the following:
1) Three (3) copies of the wash -down area as requested. Should you require a larger (to scale) or
digital set please let us know.
2) The calculations have been revised for your review.
3) Infiltration basin #1 is designed for less than the 25yr-24hr rainfall event.
4) we would still request the ability to monitor the pH levels exiting the basin and add a pH
adjustment if required. The plant whose information was provided has the same layout as this
plant will with the exception of vehicle maintenance. The stormwater discharges from a pond
to an adjacent wetland. The volume the plant produces is double the volume anticipated from
this plant. They currently have 10 mixers making approximately 7,300 trips/year where they are
expecting to run 5 mixers at 3,720 trips/year. The plant chosen as an example is the closest
plant that is similar to the proposed plant but since it has only been in operation for 2 years
there has only been one (1) pH sample drawn at this time according to the company.
If you have any further questions please don't hesitate to contact me at 252-714-3034 or
[e-mail].
Sincerely, ,
Derrick Smith, PE
Po Box 20714. Greenville, NC. 27858
DS Cell 252.714.3034 - HN Cell 252,327.9623 - Fax [phone]

DPD Properties II, LLC
Havelock, NC
NPDES — NCG 140000
Calculations for Effluent Limits:
Settling Velocity:
z
rft _ 9lsec�l�ZCf1 )CP1
Vs(sec)
16�(ft—seC
Gravity: g = 32.2 f t/
sect
Diameter of Particle: D = 4.92 x 10-5 f t
Density of Settling Material: P, = 148 1hI ft3
Density of Water: P2 = 62.4 Iblft3
Viscosity of Water. u = 5.98 x 10-4 IbI ft _ sec
(32.2)(4.92x Y 0-5) Z(148-62.4)
18(5.98x 30-4)
vs = 6.2x10-4 f tlsec
Settling Time:
dsett[e
tsett[e — VS
Depth of settling basin: d = 2 ft
_ 2ft
6.2x10`4
tsettle = 3, 226 sec

Detention Time:
1 Basin volume (ft3)
tdet (Sec) =
Flaw through Eosin (ft sec)
t 3 EE// in {( hour lJ [( min \J l( ft
Qpeak (f /seC) = C * I (hour) \60 min) \60 see) 112 in� *A
�tz)
Rational Coefficient: C = 0.9
Area that drains to basin: A = 50 (f t) * 16.5 (f t) = 825 f t2
Intensity:(
in _ 10 year 15 min Design Storm (in) 60 min
-- ( )
hour Time of Conc.(min) hour
(L3)0.385
tc — 128 (min)
Hydraulic Length: L = 40 ft
Change in Elevation: H = 0.1 ft
(403�0.385
0.1
128
tc = 1.34 min
_ 1.48 in 60 min(
l 1.34 min ( hour )
I = 66.3
hour
Qpeak = (0.9)(66.3) (-hour) in r hour) min 1 ( ft ) ($2$ ft2)
l60 min 60 sec 12 in
Qpeafta k = 1.14 sec
Qwashwater = 15 gal/CY * CY of concrete
Per owner: The facility will have 5 trucks making 3 trips each per day, hauling 9 CY
per trip.
gal rcY r day rhoar f"Qwashwater = 15 (—) * 135 L—) l ) l * 0.00223
CY day 24 hour 60 min sec
3
Qwashwater = 0.003 ft
see

Qdrumwashing = 100 galldayltruck * # of trucks
3
m Qdruwash = 100 (gal/day/truck) * (5 trucks) ( day24 hour \6( hour) * 0.00223 sec
min se[
3
Qdramwash = o. aa1 f—
sec
Qtotal = Qpeak + Qwashwater + Qdrumwash
Qtotal = 1.14 + 0.003 + 0A01
Q1Uta1 = 1.15 !
t3
se[
Basin Volume:
Volume = [length(basin bottom) * width * depth + z depth * length(ramp)] * # of basins
33ft.2ft•16.5ft
_ [(45.35ft * 16.5ft * 2 ft) + ( 13.2 )] * 3
Volume = 5, 149 ft3
5,149 ft3
tdet = 1<3
1.15
sec
tdet = 4,477 sec
4, 477ser > 3,226... therefore design is sufficient

0 — R
60'-0"
Cn'_A-
f v WASHD UTL
N OUTLET-1
UTLET RIP RAP
(4'-8-
IJIj X
co
11
44'-0
�0 2'-8" a
BASIN-3
ar -
Le 'L:�_(
of J�J
\22s8p BASIN-2CL
44•-0"
A 2-8 a _ A
2•-s" BASIN-1
3
'HASH -DOWN TRUCK WASH -DOWN PAD
PLATFORM
CONCRETE PAD
Al
WATER SERVICELi k
?
60'-0"
PLAN MEW
r
CONCRETE TRUCK WASH —DOWN AREA DETAIL
3 eti''••,,
DPD CONCRETE
�,••`My►CAR
. '
LOT 12
s .let
HAVELOCK INDUSTRIAL PARK
City
City of Havelock, Craven County
North Garolint
=: ';•7 rl ;=
EAST CAROLINA CONSULTING, PLLC
Drawn by. Hqn
,:'
;, •• ,I•_,:
Civil Engineering & Land Development
Checked by. DS
„ ', •• • �••
`` •'
Land Planning . Residential . Coastal Design . Environmental
K tit ,a
P.O. Box 20714 . Greenville, NC . 27858
Approved by DS
Office 252.327.9623/252.714.3034 Fax [phone]
Date: 6127111
_ _
DERRICK C. SMITH, PE 33203
www.eccpllc.com P-0709
Scale: NTS
ECC Project No. 044 3--11 DPD-LOT12

60'-0'
TOP_21.25 _� 1L
1r BOTTOM 1&58
8' CONCRETE BOTTOM w/WWF
AND 8" CABC, COMPACTED
SECTION A -A
60'-0"
�— — - -- 18" x 18" THICKENED EDGE
W/REBAR, TYP.
SECTION B—B
70'-0'
17'-2' 8' 16'-10" 8' 16'-10" 8' 16'-6" 8"
TOP 21.25 r°^^ ^ TOP 21.25
BOTTOM 18.58 w 2'—$"
SECTION C-C
CONCRETE TRUCK WASH -DOWN AREA DETAIL
A ^Ra.,,
DPD CONCRETE
,�
�•� •;
LOT 12
s ; 4 i•
SEAL
HAVELOCK INDUSTRIAL PARK
x
L1. xQ
City of Havelock, Craven County
North Carolina
3
r =' ': lr, it ;'
%, •'•.!!l
EAST CAROLINA CONSULTING, PLLC
Drawn by. Hyn
•�'•
Civil Engineering & Land Development
Checked b DS
y
��•�
Land Planning . Residential . Coastal Design . Environmental
P.O. Box 20714 . Greenville, NC . 27858
Approved b DS
Pt y
Office 252.327.9623/252.714.3034 Fax [phone]
1
Date: 6/27/11
"
DERRICK C. SMITH, P 33203
www.eccpiic.com P-0709
Scale: NTS
ECC Project No. 044 3-11 DPD—LOT12

July 19, 2011
Robert Patterson, PE
Stormwater Permitting Unit
1617 Mail Service Center
Raleigh, North Caroiina 27699
RE: Future COC NCG140412
DPD Concrete — Havelock
Craven County
Dear Mr. Patterson,
EAST CAROLINA CONSULTING, PLLC
Civil Engineering & Land Development
Land Planning . Residential . Coastal Design . Environmental t�
�r=- D
JUL 2 1 2011
In response to your July 11th letter please find enclosed the following:
1) Three (3) copies of the wash -down area as requested. Should you require a larger (to scale) or
digital set please let us know.
2) The calculations have been revised for your review.
3) Infiltration basin #1 is designed for less than the 25yr-24hr rainfall event.
4) We would still request the ability to monitor the pH levels exiting the basin and add a pH
adjustment if required. The plant whose information was provided has the same layout as this
plant will with the exception of vehicle maintenance. The stormwater discharges from a pond
to an adjacent wetland. The volume the plant produces is double the volume anticipated from
this plant. They currently have 10 mixers making approximately 7,300 trips/year where they are
expecting to run 5 mixers at 3,720 trips/year. The plant chosen as an example is the closest
plant that is similar to the proposed plant but since it has only been in operation for 2 years
there has only been one (1) pH sample drawn at this time according to the company.
If you have any further questions please don't hesitate to contact me at 252-714-3034 or
[e-mail].
Sincerely,
Derrick Smith, PE
Po Box 20714 . Greenville, NC. 27858
DS Cell 252.714.3034 - HN Cell 252.327.9623 - Fax [phone]

DPD Properties II, LLC
Havelock, N IC
NPDES — NCG 140000
Calculations for Effluent Limits:
Settling velocity:
f
V r e') = 3lsec��D2(fiZ )(Pi—P2 3))
s Sec 189(fN,Td
Gravity:t
g = 32.2 Isec2
Diameter of Particle: D = 4.92 x 10-5f t
Density of Settling Material: P., = 148 IbI ft3
Density of Water: P. = 62.4 IbI ft3
Viscosity of Water: P = 5.98 x 10`4 Ib, ft — sec
_ (32.2)(4.92x10"5)2(148-62.4)
18(5.98X10-4)
!)s = 6.2X1U-4 ftsec
Settling Time_:
dsettle
tsettle VS
Depth of settling basin: d = 2 ft
_ 2 ft
6.2x10-4
tsettte = 3, 226 sec

Detention Time:
Basin Volume (ft3)
tdet (sec) _
Flow through basin (f t
sec)
f t3 in } r h—o r r -in) ft l 2
Qpeak ( ,SeC) — * f hour! \60 min l60 sec! (12 in/ * A(f t )
Rational Coefficient: C = 0.9
Area that drains to basin: A = 50 (ft) * 16.5 (ft) = 825 ft'
in _ 10 year 15 min Design Storm (in) 60 min
Intensity: ! hour T Time of Conc.(min) (hour
(L3}o.aes
tc y 128 (min)
Hydraulic Length: L = 40 ft
Change in Elevation: H = 0.1 ft
(403}0.385
_ 0.1
128
tc = 1.34 min
_ 1.48 in 60 min
j ^ 1.34 min ( hour
! = 66.3 in
hour
Qpeak = (0.9)(66.3) (__in_) ( hour f min) r ft (82$ ftZ)
hour 60 min 60 sec 12 in
Qpeak = 1.14 ft3Isec
Qwashwater = 15 ga!lCY * CY of concrete
Per owner: The facility will have 5 trucks making 3 trips each per day, hauling 9 CY
per trip,
gal hour
Qwashwater = 15 �-- * 135 (---CY) (TWO"—
} { ) * 0.00223 fr3
CY day 60 min sec
Qwashwater = 0. 003 ff t3
sec

Qdrumwashing = 100 gaI/day/truck * # of trucks
3
Qdrumwash = 100 (gal/day/truck) * (5 trucks) (z4 h ) `ea hour)
* 0.00223 Lt
sec
t3
Qdrumwash = 0.001 ec
Qtotal Qpeak + Qwashwater + Qdrumwash
Qtatal =1.14 + 0.003 + 0.001
Qcoral = 1.15 f t3
sec
Basin Volume:
Volume = [length(bosin bottom) * width * depth + z depth * length(ramp)] * # of basins
_ [(45.35ft * 16.5ft * 2 ft)+ (13.33ft•22ft•16.5ft)] * 3
Volume = 5,149 ft3
5,149 ft3
tdet = t3
1.15 fo
sec
tdet = 4,477 Sec
4,477... > 3, 226S,c therefore design is sufficient

60'-0'
13_� W(4H8" XV 21f8 )T r----� RIP RAP
PLAN VIEW
CONCRETE TRUCK WASH —DOWN AREA DETAIL
j `�\\ILLLlIflIIII
` •4`wcARet '•�•.,,.
�,�
DPD CONCCONCRETE•aQ+o
•
•;
LOT 12
5 ; 4 SEAL
HA VELOCK INDUSTRIAL PARK
•
City of Havelock, Craven County
North Carolina
33�
s �; 7�� ,1
EAST CAROLINA CONSULTING, PLLC
Drawn by. Hgn
•,*�fr�P'
Civil Engineering & Land Development
Checked b _ DS
y
`i,:
•• �•
lCj(
i_and Planning . Residential . Coastal Design . Environmental
P.O. Box 20714. Greenville, NC . 27858
Approved by. DS
Office 252.327.9623/252.714.3034 Fax [phone]
Date: 6127111
e DERRICK C. SMITH, PE 33203
www.eccpllc.com P-0709
Scale: NTS
ECC Project No. 044 3-11 DPD—LOT12

*��IIIIIfffffl`
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SEALVON
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i DERRICK C. SMITH, P 33203
60'-0"
44'-0" 2'-8•
s"
8" CONCRETE BOTTOM w/WWF 1•-0'
AND 8" CABC, COMPACTED
SECTION A -A
60'-0'
18" x 18" THICKENED EDGE
W/REBAR. TYP.
SECTION B-B
-7o'-0"
21.
SECTION C-C
CONCRETE TRUCK WASH --DOWN AREA DETAIL
DPD CONCRETE
LOT 12
HAVELOCK INDUSTRIAL PARK
City of Havelock, Craven County North Carolina
EAST CAROLINA CONSULTING, PLLC Drawn b- Hgn
Civil Engineering & Land Development Checked by. DS
Land Planning . Residential . Coastal Design . Environmental
P.O. Box 20714 . Greenville, NC - 27M Approved by. DS
Office 252.327.9623/252.714.3034 Fox 252.565.5718
Dote: 6127111
www.eccpilc.com P-07091 Scale. NTS
ECC Project No. 044 3-11 DPD—LOT12

North Carolina
Beverly Eaves Perdue
Governor
Mr. Derek Dunn
DPD Properties II, LLC
PO Box 1639
Winterville, NC 28590
Dear Mr. Dunn.:
NCDENR
Department of Environment and Natural Resources
Division of Water Quality
Coieen H. Sullins
Director
July 11, 2011
Subject: Additional Information Request
Future COC NCG 140412
DPD Concrete — Havelock
Craven County
Dee Freeman
Secretary
Your facility's Notice of Intent (NOI) for permit NCG140000 was received by the Stormwater
Permitting Unit on June 29, 2011. However, a review of the application package showed that the
application is incomplete. Before the NOI can finish being processed please provide information
regarding the following:
1. Please provide final plans (3 copies) for the wash -down area that are sealed, signed, and dated?
Also, the note on the preliminary plans needs to be modified or removed. The settling basins
must be constructed as per the approved plans. Any deviation from the plans will have to be
approved by DWQ prior to construction.
2. The calculations for the settling basins use a depth of 3', but based on the overflow weir
height, the deepest depth would only be 2' before discharging. Also, the settling basin volume
calculations do not take into account the reduction of volume from the ramp "wedge". Please
revise accordingly.
3. What storm event is infiltration basin 41 designed to hold before discharging? Is it less than or
more than the 25yr-24hr rainfall event?
4. Your decision to not include pH adjustment is only based on a single sample from a different
plant. Many factors (DA size, concrete production volume, site configuration, etc.) could
affect whether this would hold true for this plant. Also, a single sample is not enough to
provide a complete picture of potential discharges from this or the other site. Past experience
has shown that drum washout basins need pH adjustment, unless they are non -discharge
systems.
Wetlands and Slormwater Branch
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 One
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 NOrthCarohna
Phone: 91M07-63001FAX: 91M07-64941Custom, Service: 1-877-623-6748 �► p g, e
Internet: www.ncwaterquality.org � �/r h(AgILy
An Equal Opportunity 1 Affirmative Action Employer

Mr. Derek Dunn
NCG 140412 - DPD Concrete — Havelock
July 11, 2010
If you have any questions concerning this matter, please contact Robert Patterson at telephone
number [phone], or at [e-mail].
Sincerely,
Robert D. Patterson, PE
Stormwater Permitting Unit
cc: Mr. Derrick Smith, PE — East Carolina Consulting, PLLC
Washington Regional Office — Samir Durnpor
SPU Files
Page 2 of 2

Patterson, Robert
From: Larsen, Cory
Sent: Tuesday, July 12, 2011 124 PM
To: Patterson, Robert
Subject: Talked to Jon about your site
And we agreed not a problem to have you guys permit it the way you described it to me as a discharge that may later
infiltrate. No real groundwater concerns on our end as long as solids and pH treatment will be provided.
Cory Larsen
Environmental Engineer
NCDENR I DWQ I Aquifer Protection Section
1636 Mail Service Center, Raleigh, NC 27699-1636
Phone: [phone]
Fax:[phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

NPDES
REVISED CALCULATIONS
FOR
DPD PROPERTIES II, LLC
0
CITY OF HAVELOCK
CRAVEN COUNTY
NORTH CAROLINA
DATE: August 25, 2011
Prepared by:
East Carolina Consulting, PLLC
PO Box 20714
Greenville, NC 27858
[phone]
;1pprowed 6wrrr,wa7ar P::rmit Documents
Construction in accordanre with i:tese documents iu
required by the stormwater permit. North Carolina
vies require that the sturmwa:.;r tiystem designer
Inspect during construction; certify conformity with the
plans and specs; ane certify cumpliance with the
stormwater rules. - - )
Permit # /JG/7 Ug12 Date
by
R'� )v� NC Q:4•ision of Water Quality
She%,t #� . ._ _ _ .Revlslnn 08to_.1_�.
S��, • .
j33 .
%1
3M
C

DPD Properties II, LLC
Havelock, NC
NPDES — NCG 140000
Calculations for Effluent Limits:
Settliniz Velocity:
z
( ft B�}D2(L, )(P1—PxLft �)
VS Se 18P(Ti -sed
Gravity: g = 32.2 f tI
sect
Diameter of Particle: D = 4.92 x 10-5 f t
Density of Settling Material: P1 = 148 lbIf t3
Density of Water: P2 = 62.4 tbIf0
Viscosity of Water: u = 5.98 x 10-4 1hI ft — sec
_ (32.2)(4.92X10-5)2(148-62.4)
18(5.98XI O-4)
v, = 6_ 2x10-4 f t sec
Settling Time:
dsettte
tsettle — v
s
Depth of settling basin: d = 2.67 ft
_ 2.67 ft
6.2x1U-4
tsettle r 4, 307 sec

Detention Time:
Basin Volume (ft3)
tdet (Sec) = ft3
Flow through basin ( ISeC)
3 _ {/ \i I! 11 [f \I 1! f \i 2
Qpeak (ftIsec) C *I \hour l60 mint l60 sec/ \12 in! * A(f t )
Rational Coefficient: C = 0.9
Area that drains to basin: A = 50 (ft) * 16.5 (ft) = 825 ft'
in _ 25 year 15 min Design Stor7n (in) 0 men
Intensity: 1 hour Time of Conc.(min) ` hour )
�L3�U.385
tc 128 (min)
Hydraulic Length. L = 40 ft
Change in Elevation: H = 0.1 ft
C403�0.385
_ 0.1
128
t� = 1.34 min
_ 1.67 in (60 min)
1 1.34 min hour
I=75 en
hour
in hour min
Qpeax = (0.9)(75) �hour)
\60 m n) (60 Sec \12 in� (825 f t2)
Qpeak — 1.3 ft3,Sec
Qwashwater = 15 gal /C y * CY of concrete
Per owner: The facility will have 5 trucks making 3 trips each per day, hauling 9 CY
per trip.
Qn gat 1/CY 1/ day \j 1/ hour \I * 0.00223 ft3
washwater — 15 CY } * 135 \day \24 haur/ \60 mill $ec
Qwashwater = 0. 003 fft3
sec

Qdrumwashing = 100 gal/day/truck * # of trucks
Qdrumwash = 100 (gal/day/truck) * (5 trucks) ( ` day hour } * 0.00223 ` 3
24 hour1 60 min sec
Qdrumwash = 0. 001 Se
Qtataf = `[peak + Qwashwater + Qdrumwash
Qtota! = 1.3 + 0.003 + 0.001
Qtotal `" 1' 4 sec
Basin Volume:
Volume = [length(basin bottom) * width * depth + z depth * length(ramp)] * # of basins
[(45.33ft * 12ft * 2.67 ft) + (14ft•2.62 ft•12ft� * 2 + C(45.33ft * 26ft * 2.67) + (14ft-2.6z ft+26ft17
Volume = 6,986 f t3
6,986 ft3
tdet =
1.4
sec
tdet = 4, 990 sec
4, 990sec > 4,307.. therefore design is sufficient

DPD Properties 11, LLC
Havelock, NC
NPDES — NCG 1400M
Calculations for 25 year 24 hour storm:
The site will be graded to divert water away from the washdown area. Therefore, the only area
requiring retention for the 25YR- 24HR storm is the washdown area itself.
Basin Area:
= 60ft*70ft
= 4,200 sf
From the NQAA charts we can see the average rainfall for a 25YR 24HR storm event is 9.37 inches or 0.7 ft
The volume of water to be retained is found to be:
= 4,200sf * 0.7ft = 2,940cf or 21,991 gallons
The trucks are estimated to use 575 gallons per day for washing...
Therefore the total volume to be retained is found to be:
= 21,991 gal + 575 gal = 22,570 gallons or 3,017 cf
Basin #3 has a design volume above the suction pipe of:
_ (26ft * 49.33ft * 2.17 ft) + (26ft.10ft•2.17)
� �z
= 3,065 cf
3,065 cf > 3,017 cf therefore the design will retain the 25 YR 24HR storm
The suction line will be routed back to the batch plant for reuse.

Water Balance Calculation:
Using the same number of trucks and trips from previous calculations the anticipated water consumption on a
daily basis is found to be:
5 trucks * 3 trips/day * 200 gallons/day/trip = 3,000 gallons/day will be used for the production of
concrete.
(This does not include the water lost in the washdown area for every trip)
A 25YR-24HR storm will deliver approximately 3,017 cf or 22,570 gallons.
Therefore by dividing 22,570 gallons by 3,000 gallons per day it take approximately 7.5 days to drawdown the
settlement basin.

Precipitation Frequency Data Server
Page 1 of 4
(D NOAA Alias 14, Volume 2, Version 3
Location name: Havelock, North Carolina, US`
Coordinates: 34.8765,-76.8754
Elevation: 24ft`
'source: Geogla Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonin. D. Martin, a. tin, T. Parzybok, M.YeIda, and D. Riley
NOAAti National tlYl WtW Servltr, SIM Spr6sg, U"t2nd
PF tabular I PF orai2hicai I Maps & aerials
PF tabular
PDS-based
point precipitation frequency estimates with 90% confidence intervals (in inches)'
Average recurrence interval(years
Duration�
�
��� 10
25 100
0
600
1000
5-min
0.480
(0.442-0.522)
0.5B3
(0.519-0.612)
0.6m
(0.597-0.705))1(0,672-0.795)
0.733
0.827
(0.754-0.886)
0.904
{0.823-0.981)
(0.888-1,06)
�
1.05
{0.9 46-1,14)
1.75
(1,02-1.25)
1.23
(1.09-1,34)
6.T67 I
F0.801 7
1 1.04
f.17
1.32
1.44
1 1.56
1 1.67
1 1.87
1.94
1D-min
(0.707-0.834)1(0.830-0.979)11(0.957-1.13)1
1 (1.20-1.43)
1.31-1_58
(1.41--1.69)
(1-50-1.81)
(1.62-1.98)
1.71-2.11)
0.859
1.13
1.32
1,48 11
1.67
1.82I
1.97
1 2.11
2.28
15-min
(0.883•-1.04)
]1 (1.04-1.23)
1 (1.21-1.43)
1.36-1.61
1.52-1.81
1.66-1.88)
1.78-2t3
(1.89-2.29)
(2.03-2.49}
2.15-2.65
1.31
1.57
1.87
2.1B
2.48
2.T5
3.01
F 3.28
3.63
3.94
3D-min
(1.21-1A3
{1.44-1.70
1.72-2.03)
(1.97-2.33)
(2.26-2.68
2.50-2.98
2.73-3.27
2.95-3.56)
(3.24-3.98 }
( 3.48-4.30
1
7.96
2.40
2.80
3.30
3.72
4.15
C60
5.21
5.75
60-min
1.51-1.78)
1.Bt-213)
2.20-2.60)
(2.57-3.04)
(3.01-3.M
3.39-4.04)
3.75-4.50
(4.13-4.93)
1(4.64-5.6
5.08-6.27
2.00
2,42
3.03
3.61
4.36
5.04
6.74
6.49
7.56
8.50
2-hr
{1.83-2.19)
(2.22-2.65)
(2.77-3.31)
(3.29-3.93)
(3.98-4.75)
{4.54-5.48}
(5.15-6.24)
(5.79-7.07)
{6.87-8.25)
(7.44-9.30)
2.17
2.62
3.29
3.94
1 6.49
1 7.43
8.80
1D.0
3-hr
(1.97-2.40)
2.39-289)
1 (2-99-3.63)
11 (3.57-4.35)
(5.77-7.12)
(6.55 8.15)
(T66-9.67)
(8.65-11_1)
8-hr
(2,3762.94)
{2. 613.54)
(3.58-4.46)
(4.29�35)
5.2486.55)
(6-09B .66)
{8: 9884)(10.6�
3.8)
3.09
3.74
413
1 5.71
1 7.06
8.32
9.68
11.2
13.4
15.5
12-hr
(2.78-3.50)
(3.38-4.23}
(4.24-5.34)
11 (5.10-6.45)
(6.26-7.95)
{7.31-9.34)
(8.42-10.8)1
j(9.64-125}
(11.4-15.0)
(13A-17.4)
3.6#
4.39
5.87
5.76
8.37
9.76
71.3
13.0
15.B
17.8
24-hr
(3.28-4.Q1)
(3.99-4.88)
(5.15-8.29)
(6.11-7.49)
(7,51-9.28)
(8.69-10.8)
(9.97-125)
(11.3 14.4)
{13.3-17.2}
(15.0-19.8)
4.18
6.07
6.67
1 7.75
9.62
17.2
13A
15.1
18 2
20.9
2-day
(3.78-4.67)
(4.58-5.65)
(5.87-7.26)
(6.96-8.63) 11
(8.58-10.7)
(9.94-125)
(11.4-14.5)
(13.0-16.8)
(15.4-20.3)
(17.4-23.5)
4.46
5.40
6.90
8 17
10.0
11.T
13 4
15.4
18.4
21.0
3-day
(4.05-4.94)
(4.90-5.98}
(6.25-7.BS}
(7.37-9.04)
{9.OD-11.1
(10.4-129)
(11.8-14.9)
(134-17.1)
(15.7-2D.5)
(17.7-23.8)
4.73
5.731
7.29
8.59
10.5
121
13.8
15.T
18 8
21.2
4-day
(4.31-5.22)
{5.22-6.32)
(6.63-8.04)
(7.79-9.46) 11
(9.43-11.5)
1 (10,8-13.3)
(12.2-15.2)
(13.8-17.4)
(16.1-20.7)
(18.0-23.7)
b.50
6.63
8.34
9.75
11.8
13 5
75.3
17.3
20.1
22.5
7�ay
5.04-8.03 )
(8.08-7.27)
(7.62-8.14 )
(8.88-10.7)
(10.7-12.9)
(12.1-14.8)
(13.8-1B.8)
15.3-19.0)
(17.5-22.2)
(19.3-25.1)
6.23
7.47
9.26
# 0.7
12.9
14.6
16.5
18.5
21.4
23 8
10-day
( 573-6.81)
(6.86-8.16)
(8.50-10.1)
(9.82-11.7)
(11,7-14.0)
(13.2-16.0)
(14.8-18.1)
(16.5-20.3)
(18.8-23.8 )
(20.8-26.4)
8.39
110.0
12.2
13.9
16 4
18.5
20.7
23.0
26.2
28.6
20�1ay
(7.78-9A9)
(9.27 -10.8)
(11.3-13.2)
{12.9-15.1)
(15.1-17.8)
(18.9-20.1}
(18.7-22.5)
(20.8`25A)
(232-28.7)
(25.3-31.7)
70.3
12.2
1 14.7
16.7
19.5
21.T
23.9
26.2
29.4
37.9
30 day
11.4-13.2) It
(13.7-15.9)
(15.5-18.0)
(18.0-21.0
(19.9-23.3)
(21.9-25.8)
1(23.8-28.4)
(26.4-32.0)
(28.4-34.8)
12.8
7 6.2
18.1
20.5
24.0
2B.7
29.6
32 6
36.8
40.2
45-day
(11.9-13.8)
(14.1-16.3)
1 (16.9-19.5)
1 (19.1-22.1)
1 (22.1-25.8)
1 (24.6-28.8)
1 (27.1-32.0) 11
(29.6-35.3)
(33.0-40.1)
1{35.6-44.0)
16.4
18.2
21.5
24.1
27.7
30.8
33.4
36.4
40.3
43.4
60�iay
(14.4-16.5 )
(17.0-19.5)
{20.1-23.0)
(22.5-25.8)
{25.7-29.7)
(28.3 32.8)
(30.8-35.9}
3-39.2}
(36.5-43.7)
(39.0�7.2]
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a
given duration and average recurrence interval) will be greater Sian the upper bound (or less 8tar1 the tower bound) is 596_ E-<mrates at upper bounds are not
checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Attas 14 document for more inforrnatkm.
Hack to Too
http:/ihdsc.nws.noaa.gov/hdsc/Pfdslpfds printpape.html?lat=34.8765&lon=-76.8754&data... 6/21/2011

a
d
I
M
B
44'--
60,-0"
59'-4" /Q
WASHDOWN QUTLET RIP RAP
(4'—S' x 2'-8`)
BASIN-3
2'-8"
CL
2-8" BASIN-2 a
44'-0"
2'-8"� BASIN—� 2'-se
- WASH —DOWN o� - TRUCK WASH —DOWN PAD
PLATFORM <m
�Z CONCRETE PAD
�pTO WASH —DOWN PLATFORM B
rSCH 40 PVC WATER SERVICE (Potable)
1" SCM 40� PVC�s
'';`i itil lift ffff
•.
EP&
• S -
os
• 32
►r `
fffil1t
1
DERRICK C. SMITH, PE 33203
60'-0" WATER SERVICE TO SILO,
PLAN VIEW (Non —Potable)
CONCRETE TRUCK WASH —DOWN AREA DETAIL
DPD CONCRETE
LOT 12
HAVELOCK INDUSTRIAL PARK
City of Havelock, Craven County North Caroling
EAST CAROLINA CONSULTING, PLLC Drawn by. Hyn
Civil Engineering & Land Development Checked by. DS
Land Planning . Residential . Coastal Design . Environmental
P.O. Box 20714 . Greenville, NC . 27858 Approved by. DS
Office 252.327.9623/252 714.3034 Fax [phone]
Date: 6127111
www.eccpllc.com P-0709 Scale: NTS
ECC Project No. 044 3-11 DPD—LOT12

60'-0`
".-0'
IISCH 40 PVC
91 -
8" CONCRETE BOTTOM W WWF
AND 8" CABC, COMPACTED
SECTION A -A
60'-0"
TOP 21.25
►t 111 11,,,E
-'�A.,
o -*I •,
• MIF -
y • 1 !
it ilk
DERRICK C. SMITH, PE 33203
18" x 18" THICKENED EDGE CONCRETE
W/REBAR, TYP.
SECTION B-B
70'-0-
SECTION C—C
CONCRETE TRUCK
DPD
sk
WASH -DOWN AREA DETAIL
CONCRETE
LOT 12
HAVELOCK INDUSTRIAL PARK
City of Havelock, Craven County North Carolina
EAST CAROLINA CONSULTING, PLLC Drawn by. Hgn
Civil Engineering & Land Development Checked b)- DS
Land Planning . Residential . Coastal Design . Environmental
P.Q. Box 20714 . Greenville, NC . 27858 1Approved by. DS
Office 252.327.9623/252.714.3034 Fax [phone]
www.eccpllc.com
Date: 6127111
P-0709 I Scale: NTS
ECC Project No. 044 3-11 DPD-LOT12

NPDES
STORMWATER MANAGEMENT
PLAN
KiM
DPD PROPERTIES II, LLC
IN
CITY OF HAVELOCK
CRAVEN COUNTY
NORTH CAROLINA
DATE: June 21, 2011
e4
SEAL
3
3
r I�
Prepared by: •'
East Carolina Consulting, PLLC
•.,,,
PO Box 20714
Greenville, NC 27858
[phone]

*yy%jjM ploj1j1
w
JAZZ
�j/11111f�%y4y

NARRATIVE
PROJECT DESCRIPTION
The DPD Properties II, LLC (DPD) property is located in Havelock, NC at on Outer
Banks Drive in the city of Havelock. The project is located on a 4.78 acre site and
will be a new concrete manufacturing facility. Development will include stripping
topsoil and debris from the site and right-of-ways, driveway construction, water main
and sanitary sewer main connection, and storm'drainage features. The total area to be
disturbed during construction is 2.7 acres.
The wash down area will consist of a concrete wash pad with all waste water diverted
to a series of settling basins. There shall be 3 settlement basins in series that are 16.5"
wide x 50' long x 3' deep. Each basin will have concrete walls and floor with an
opening of 2' between each basin to allow the flow of treated water. Once the water
has been settled it shall drain to a grass swale and routed through an infiltration basin
with a sand filter. There is no plan to treat the Ph levels as the Ph levels recorded at
the other plants in operation have not been high enough to pose a threat. (see
attachment C)
IL SITE DESCRIPTION
The site is currently undeveloped land mostly wooded with some wetlands. The site
gradually slopes from an elevation of 22 feet to 12 feet MSL. The property drains
through existing drainage swales and by sheet flow to Shop Branch. The new
construction which consists of concrete drives, office building, concrete plant,
drainage swales, storm water infiltration basins, water mains, and sewer mains will
follow the existing contours and use the natural drainage areas for site drainage.
All storm water runoff from the site will be diverted to one of two infiltration basins
or to grass swales. These swales drain to Shop Branch (Class SC). All drainage areas
will achieve diffiise flow prior to entering Shop Branch or any associated wetlands.
111. ADJACENT PROPERTY
The property is bound to the North by wetlands and a mining operation, to the East by
wetlands, to the South by an industrial facility, and to the West by Outer Banks Drive.
IV. SOILS
A soil evaluation was performed by this office which consisted of 3 auger borings in
the area of the infiltration basin. These borings confirmed the Craven County soil
survey indicating a seasonal high water table of 80 inches below grade.
Page - 2 -

The predominate soil types obtained from Soil Survey for Craven County, North
Carolina, are:
GoA — Goldsboro loamy fine sand
MM — Masontown mucky fine sandy loam and Muckalce sandy loam
SuD — Suffolk loamy sand
Goldsboro loamy fine sand, moderately well drained. The seasonal high water table
is at a depth of 24 to 36 inches. The available water capacity is moderate,
permeability is moderate, and the shrink swell potential is low.
Masontown mucky fine sandy loam, frequently flooded, very poorly drained. The
seasonal high water table is at a depth of 0 inches. The available water capacity is
moderate, permeability is low, and the shrink swell potential is low.
Suffolk loamy sand, well drained. The seasonal high water table is at a depth of
greater than 80 inches. The available water capacity is moderate, permeability is
moderate, and the shrink swell potential is low.
Page - 3 -

Supporting Calculations
Basin Design
Jacksonville Ph Test Report
USDA Soils Map Section
USGS Quad Map Section
NCDENR-DWQ Stormwater Approval
NCDENR-LQ Erosion & Sediment Control Approval
See Attachment A
See Attachment B
See Attachment C
See Attachment D
See Attachment D
See Attachment E
See Attachment h
Page-4-

m
DPD Properties II, LLC
Havelock, NC
NPDES — NCG 140000
Calculations for Effluent Limits:
Settling Velocity:
f rt }} ftZ (
ft 1 3 LsID2 (t)(P1—Pz1ftb
t��}
VS�secJ 18N( [b
ft -sed
Gravity: g = 32.2 f t/
sect
Diameter of Particle: D = 4.92 x 10-5 f t
Density of Settling Material: P1 = 148 lb / ft3
Density of Water: P2 = 62.4 [bIft3
Viscosity of Water: u = 5.98 x 10-4 lbI ft _ sec
_ (32,2)(4.92x10-5)2(148-62.4)
18(5.98x10 —4)
vs = 6.2xI0-4 f t1sec
Settling Time:
dsett[e
tsett2e = Vs
Depth of settling basin: d = 3 ft
_ 3ft
6.2X10-4
taeute = 4,840 sec

r
Detention Time:
Basin Volume (ft3)
tdet (Set') = Flow through basin (ft� (sec)
Qpeak (f t3Isec} = C * 1 ( in \ [hour J min \ ft \ * A(fty)
hour) 60 in [ 60 sec) (12 in1
Rational Coefficient: C = 0.9
Area that drains to basin: A = 50 (f t) * 16.5 (ft) = 825 f t2
in 1a year 15 min Design Storm (in) 60 min
Intensity:l _ ( )
hour Time of Conc.(min) hour
(L3)0.385
tC H128 (min)
Hydraulic Length: L = 40 ft
Change in Elevation: H = 0.1 ft
�403)0.385
_ 0.1
128
tc = 1.34 min
Y 1.48 in 60 mitt
(
1.34 min hour )
1 = 66.3 in
hour
Qpeak = (0.9)(66.3) ( in ) ( hour ) ( min ) ( ft (825 f t2)
hour 60 min 60 sec in) in
Qpeak = 1. 14 f t3Isec
Qwashwater = 1S gallCY * CY of concrete
Per owner: The facility will have 5 trucks making 3 trips each per day, hauling 9 CY
per trip.
(gal CY l day } r hour l ft3
Qwashwater = 15 eY } * 13 5 (day/ (z4 hourl (60 min/ * Q.00223 sec
3
Qwashwater = 0.003 ft
sec

Qdrumwashing = 100 gal/day/truck * # of trucks
Qdrumwash = 100 (,gal/day/truck) * (5 trucks) day ) ( 6t1 hour * 0.00223 ft
3
24 hour min sec
3
Qdrumwash = �• 001 see
Qtota[ = Qpeak + Qwashwater + Qdrumwash
Qtatal = 1.14 + 0.003 + 0.001
Qtatat =1.15 f
t3
sec
Basin Volume:
Volume = length * width * depth * # of basins
=50ft *16.5ft * 3 f t *3
Volume = 7,425 f t3
7,425 ft3
tdet = fts
].15 sec
tdet = 6,456 sec
6, 456Sec > 4, 840SeG therefore design is sufficient

Precipitation Frequency Data Server
Page 1 of 4
NOAA Atlas 14, Volume 2, Version 3
Location name: Havelock, North Carolina, US'
Coordinates: 34.8765,-76.8754
Elevation: 24ft'
source: Google Maps
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, 0. Martin, B. Lin, T. Parzybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring. Maryland
PF tabular I PF graphical I Maps & aerials
PF tabular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches),
Average recurrence interval(years)
Duration ���0�����
1 2 5 10 25 50 10Q 2Q0 500 1000
5-min 0.480 0.563 0.650 0.733 0.827 0.904 0.979 1.05 1.15 1.23
!n 442-0 522] !0.51g-n 61211110 597-n 70911110 672-n 7951 (0 754-0 8961 M 823-0 9811 (n 886-1 of !0 946-1 141 (1 02-1 251 (1
0.767
0.9Q1
1.04
1.17
1,32
F 1.56
1.67
1.81
1.94
10-min
(0.707-0.834)
(0.830-0.979)
1 (0,957-1.13)
1 (1.20-1.43)
(1.31-1.56)
(1,41-1.69)
(1.50-1.81)
(1.62-1.98)
(1.71--2.11)
D-959
1.13
1.32
1.48
1.67j
1.82
F 1.97
2.11
2.28
1 2.43
15-min
(0.883-1.04)
(1.04-1.23)
(1.21-1.43)
1 (1.36-1.61)
(1.52-1.81}1
(1.66-1.98)
(1.78-2.13)
(1.89-2.29)
(2.03-2.49)
(2.15-2.65)
30-min 1.31 1.57 1.87 2.15 2.48 2.75 3.01 3.28 3.63 3.94
(1.21-1.43) (1.44-1.70) (1.72-2.03) (1.97-2.33) (2.26-2.68) (2.50-2.98) (2.73-3.27) (2.95-3.56) (3.24-3.96) (3.48-4.30)
60 min 1.64 1.96 2,402.60 3.30 3.72 4.15 1 F-4-.6o--T-S.-2-1-T--5-75
(i.5t-1.78) {1.81-2.13)1 (2.20-2.60) 1 (2.57-3.04) 1 (3.01-3.57) 1 (3.39-4.04) (3.75-4.50) (4,13-4.99) (4.64-5,67)(5.08-6.27)
2-hr 2.00 2.42 3.03 3.61 4.36 5.04 5.74 6.49 7.56 8.50
(1.83-2,19) (2.22-2.65) {2.77-3.31} 1 (3.29-3.93) (3.96-4.75) (4.54-5.48) (5.15-6,24) (5,79-7.07) (6.67-8.25) (7.44-9.30)
3-hr 2.17 2.62 3.29 3.94 4.83 5.64 6.49 7.43 8.80 10.4
(1.97-2.40) (2.39-2.89)1 (2.99-3 63) (3.57-4.35) (4.35-5.31) (5A5-6.19) (5.77-7.12) (6.55-8.15) (7.66-9.67)(8.65-11.1)
6 hr 2.62 3.15 3.97 4.77 5.86 F 6.86 7.93 11 9.12 F ms 12.4
(2.37-2.94) (2.86-3.54) (3,58-4.46) (4.29-5.35) (5.24--6.55) 1 (6,09-7,66) (6.99-8.84) (7.96-10.1) (9.33-12.1) (10.6-13.8)
12-hr 3.09 3.74 4.73 5.71 7.06 8.32 9.68 11.2 13.4 15.5
(2.78-3.50) (3.3fi-4.23} (4.24-5.34) (5.10-6.45} (6.26-7.95) (7.31-9.34) (8.42-10.8} (9.64-12,5) (11A-15.0) (13.0-17.4)
24-hr 3.61 4.39 5.67 6.76 $.37 9.76 11.3 13.0 15.6 17.8
(3.28-4.01) 1 (3.99-4.88) (5.15-6,29) (6.11-7.49) (7.51-9.26) (8.69-10.8) (9.97-12.5) (11.3-14.4) (13.3-17.2) (15.0-19.8)
4.18 5.07 6.51 7.75 9.62 11.2 13.1 15.1 18.2 20.9
2-day (3.78-4.67) (4.58-5.65) (5.87-7.26) (6.96-8.63) (8.58-10.7) 1 (9.94-12.5) (11.4-14.5) (13.0-16.8) (15.4-20.3) (17.4-23.5)
3-day 4.46 5.40 6.90 8.17 10.0 11.7 13.4 15.4 18.4 21.D
(4.05-4.94) (4.90-5.98) (6.25-7.65) (7.37-9.04) 1 (9.00-11A) 1 (10,4-12.9) (11.8-14.9) (13.4-17.1) (15,7-20.5) (17.7-23.6)
4-day 4.73 5.73 7.29 8.59 10.5 12.1 13.8 15.7 18.6 21.2
(4.31-5.22) (5.22-6.32) 1 (6.63-8.04) 1 (7.79-9.46) 1 (gA3-11.5) 1 (10.8-13.3) (12.2-15.2) (13.8-17.4) (16.1-20.7) (18.0-23.7)
5.50 fi.63 8.34 9.75 11.8 13.5 15.3 17.3 2D.1 225
7 day (5.04-6.03) (6.08-7.27) 1 (7.62-9.14) 1 (13AV-10.7) 1 (10.7-12.9) 1 (12.1-14.8) (13,6-16.8) (15.3-19,0) (17.5-22.2) (19.3-25.1)
10-day 6.23 7.47 9.26 10.7 -T--12.9--11 14.6 F16.5 18.5 21.4 1 23.8
(5.73-6.81) (6.85-8.16) (8.50-10.1) (9.82-11.7} (11.7-14.0) 1 (13.2-16.0) (14.8-18.1) (16.5-20.3) (18.8-23.6) (20.6-26.4)
20-day 8.39 10.0 12.2 13.9 16.4 18.5 20.7 23.0 26.2 28.8
(7.78-9.09) 1 (9.27-10.8) (11.3-13.2) (12.9-15.1) 1 (15.1-17.8) 1 (16.9-20.1) 1 (18.7-22.5) (20.6-25.0) (23.2-28.7) (25.3-31.7)
30 day 10.3 12.2 14.7 16.7 19.5 21.7 23.9 26.2 29.4 31.9
(9.59-11.1) (11.4-13.2)1 (13.7-15.9) 1 (18.0-21.0) 1 (19.9-23.3) (21.9-25.8) (23.8-28.4) (26,4-32.0) (28,4-34,8)
45 day 12.8 15.2 1 -81--11 20.5 24.0 26.7 29.6 32.6 36.9 40.2
(11.9-13.8} (14,1-16.3) (16.9-19.5) (19.1 j (22.1-25.8) 1 (24.6-28.8) (27.1-32.0) (29.6-35.3) (33.0-40A) (35.6-44.0)
60-day 5.4 18.2 21.5 24.1 27.7 30.8 33.4 3-6-4-11 40.3 43.4
(14.4-16.5) (17.0-19.5) {20.1-23.0) {22.5-25.8) (25.7-29.7) (28.3-32.8) (30.8-35.9) (33.3-39.2) (36.5-43.7) {39.0-47.2)
' Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a
given duration and average recurrence interval) Y011 be greater than the upper bound (or less than the lower bound) is 6%. Estimates at upper bounds are not
checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top
http:llhdsc.nws.noaa.gov/hdsclpfdslpfds_printpage.html?lat=34.8765&lon=-76.8754&data... 6/21 /2011

60'-0"
59'-4"
U WASHDOWN OUTLET
(4'-8" X 2'-9")
RIP RAP
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2'-8"
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BASIN-3
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WASH —DOWN 4� PLATFORM TRUCK WASH —DOWN PAD
�� �
�a CONCRETE PAD
�RSERVICE �WAT E I
60,-0"
PLAN VIEW
CONCRETE TRUCK WASH —DOWN AREA
DETAIL
i
NOS:
DPD CONCRETE
' THIS MAP 1S IN POES
LOT 12
PERMITTING PURPOSES ONLY.
ALTHOUGH OVERALL DIMENSIONS
HAVELOCK INDUSTRIAL PARK
SHALL REMAIN THE SAME, ACTUAL
City of Havelock, Craven County
North Caroline
CONSTRUCTION METHODS AND TYPE
ARE AT THE DESCREAQN OF
EAST CAROLINA CONSULTING, PLLC
Drawn by Hqn
. THE OWNER.
E
Civil Engineering & Land Development
Checked by. DS
Land Planning . Residential . Coastal Design . Environmental
20 10 0' 20'
P.O. Box 20714 . Greenville, NC . 27858
Approved by. DS
Office 252.327.9623/252.714.3034 Fax 252.565,5718
Dote: 6127111
' Graphic Scale: 1"= 20'-0"
www.eccpllc.com P-0709
Scale: AS NOTED
ECC Project No. 044 3-11 DPD-LOT12

60'-0'
44'-0'
TOP 21.25 8 -1
ram' BOTTOM 18.58
6' CONCRETE BOTTOM w/WWF
SECTION A —A
60'-0"
TOP 9125
2-'
TOM 18.58
-• 12" x 12" THICKENED EDGE CONCRETE
W/REBAR, TYP.
SECTION B—B
VRELBEN
NOTE,
THIS MAP IS INTENDED FOR NPDES
PERMI T77NG PURPOSES ONLY.
ALTHOUGH OVERALL DIMENSIONS
SHALL REMAIN THE SAME, ACTUAL
CONSTRUC77ON METHODS AND TYPE
ARE AT 7HE DESCRE77ON OF
THE OWNER.
20 10 0' 20'
Graphic Scale: 1"= 20'-0"
70'-0"
16'-10' 8' 16'-10"
TOP 21.25
BOTTOM 18.58
SECTION C—C
16'-6"
2'-8"
9 on
CONCRETE TRUCK WASH -DOWN AREA DETAIL
DPD CONCRETE
LOT 12
HAVELOCK INDUSTRIAL PARK
City of Havelock, Craven County North Carolina
EAST CAROLINA CONSULTING, PLLC Drown by. Hqn
Civil Engineering & Land Development Checked by. DS
Land Planning . Residentiol . Coastal Design . Environmental
P.O. Box 20714 . Greenville, NC . 27858 Approved by. DS
Office 252.327.9623/252.714.3034 Fax [phone]
Dote: 6/27/11
www.eccpilc.com P-0709 Scale: AS NOTED
ECC Project No. 044 3-11 DPD—LOT12

SG
-S-
Cathy Baines
Eastern Environmental Management
PO Box 4030
Rocky Mt, NC 27803
Report Number: G876-152
Client Project: DPD-Jacksonville
Dear Cathy Baines,
Enclosed are the results of the analytical services performed under the referenced project for the received
samples and associated QC as applicable. The samples are certified to meet the requirements of the National
Environmental Laboratory Accreditation Conference Standards. Copies of this report and supporting data will be
retained in our files for a period of five years in the event they are required for future reference. Any samples
submitted to our laboratory will be retained for a maximum of thirty (30) days from the date of this report unless
other arrangements are requested.
If there are any questions about the report or services performed during this project, please call Barbara Hager at
[phone]. We will be happy to answer any questions or concerns which you may have.
Thank you for using SGS North America, Inc. for your analytical services. We look forward to working with you
again on any additional analytical needs.
Sincerely,
SGS North America, Inc.
� � Digitally signed Barbara A. Hager
`+J�Ai H DN: CN =Barhara m A. Hager, C = US. O =SGS Wilmington, NC, OU =Project
Q Manager
Date: 2010.10.19 13721:38-04'00'
Project Manager Date
Barbara Hager
SGS North America, 05500 Business Drive, Wilmington, NC 28405
Member of SGS

List of Reporting Abbreviations
and Data Qualifiers
B = Compound also detected in batch blank
BQL = Below Quantitation Limit (RL or MDL)
DF = Dilution Factor
Dup = Duplicate
D = Detected, but RPD is > 40% between results in dual column method.
E = Estimated concentration, exceeds calibration range.
J = Estimated concentration, below calibration range and above MDL
LCS(D) = Laboratory Control Spike (Duplicate)
MDL = Method Detection Limit
MS(D) = Matrix Spike (Duplicate)
PQL = Practical Quantitation Limit
RL/CL = Reporting Limit 1 Control Limit
RPD = Relative Percent Difference
mg/kg milligram per kilogram, ppm, parts per million
uglkg = micrograms per kilogram, ppb, parts per billion
mg/L = milligram per liter, ppm, parts per million
ug/L = micrograms per liter, ppb, parts per billion
% Rec = Percent Recovery
% soilds = Percent Solids
Special Notes:
1) Metals and mercury samples are digested with a hot block, see the standard
operating procedure document for details.
2) Uncertainty for all reported data is less than or equal to 30 percent.
M134.021208.4

S-G-SI.
Client Sample tD: 5D#1
Client Project ID: DPD-Jacksonville
Lab Sample ID: G876-152-1
Lab Project ID: G876-152
Results by EPA 1664A
Parameter Result
Oil and Grease 5.9
Batch Information
RUCL
Print Date: 10/19/2010
Collection Date: 30-Sep-10 17:30
Received Date: 02-Oct-10
Matrix; WATER
Units
MGIL
Analytical Batch: Prep Batch:
Analytical Method: EPA 1664A Prep Method:
Instrument: Prep Dateffime:
Analyst: Initial Prep M.Nol.:
Prep Extract Vol:
DF Date Analyzed
1 11-Oct-10 15:00

-SGS�
Client Sample ID: SD#1
Client Project ID: DPD-Jacksonville
Lab Sample ID: G876-152-1
Lab Project ID: G876-152
Results by SM 2540D
Parameter Result
Total Suspended Solids 18
Batch Information
RUCL
Print Date: 10/19/2010
Collection Date: 30-Sep-10 17:30
Received Date: 02-Oct-10
Matrix: WATER
Un s
MG&
Analytical Batch: Prep Batch:
Analytical Method: SM 2540D Prep Method:
Instrument: Prep Date/Time:
Analyst: Initial Prep Wt.Nol.:
Prep Extract Vol:
DF Date Analyzed
1 06-Oct-10 9:00

CHAIN OF CUSTODY RECORD
SGS North America Inc.
Locations Nationwide
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CLIENT: r j IM
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CONTACT; .� PHONE NO:( �
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TYPE
C-
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c.
GRAB
Pme""iree
Used
PROJECT: SITEIPWSID# :
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Regmsd
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REPORTS TO:
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Cl 5500 Business Drive Wilmington, NC 23405 Tel: [phone] Fax; [phone] Pink • Retained by Client

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Soil Map —Craven County, North Carolina
(DPD Team Concrete)
n
m
34' 53' T'
m
34' 53' 7"
34' 62' 31" - - 34' 5Z 3Z'
3289M 329000 32910o 329200 329300 329400 329 M 32100
N Wp Scala. 1 �5250 1 prrted on R size (8.5 x 11') sheer
N
N Meters
h 0 50 100 200 300
N Feel
0 240 400 800 1,200
USDA Natural Resources Wet? Soil Survey
Conservation Service National Cooperative Soil Survey
u-.
5/13/2011
Page 1 of 3

Map Unit Description: Goldsboro loamy fine sand, 0 to 2 percent slopes —Craven DPD Team Concrete
County, North Carolina
Craven County, North Carolina
GoA—Goldsboro loamy fine sand, 0 to 2 percent slopes
Map Unit Setting
Elevation: 20 to 330 feet
Mean annual precipitation: 38 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Map Unit Composition
Goldsboro and similar soils: 90 percent
Minor components: 6 percent
Description of Goldsboro
Setting
Landform: Flats on marine terraces, broad interstream divides on
marine terraces
Landform position (two-dimensional). Summit
Down -slope shape: Linear
Across -slope shape. Linear
Parent material: Loamy marine deposits
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high (0.57 to 1.98 inthr)
Depth to water table: About 24 to 36 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 7.7 inches)
Interpretive groups
Land capability (nonirrigated): 2w
Typical profile
0 to 10 inches: Loamy fine sand
10 to 13 inches: Fine sandy loam
13 to 72 inches: Sandy clay loam
72 to 80 inches: Clay loam
Minor Components
Rains, undrained
Percent of map unit: 5 percent
Landform: Flats on marine terraces, Carolina bays on marine
terraces, broad interstream divides on marine terraces
Landform position (two-dimensional). Summit
Down -slope shape: Linear
Across -slope shape: Linear
USDA Natural Resources Web Soil Survey 5/13/2011
;_WW Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Goldsboro loamy fine sand, 0 to 2 percent slopes —Craven
County, North Carolina
Muclkalee, undrained
Percent of map unit: 1 percent
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Data Source Information
Soil Survey Area: Craven County, North Carolina
Survey Area Data: Version 11, Jun 29, 2009
DPD, Team Concrete
USDA Natural Resources Web Soil Survey 5/13/2011
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Masontown mucky fine sandy loam and Muckalee sandy
loam, frequently flooded —Craven County, North Carolina
Craven County, North Carolina
MM—Masontown mucky fine sandy loam and Muckalee sandy
loam, frequently flooded
Map Unit Setting
Elevation: 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period. 200 to 280 days
Map Unit Composition
Masontown, undrained, and similar soils. 40 percent
Muckalee, undrained, and similar soils: 30 percent
Description of Masontown, Undrained
Setting
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Parent material: Sandy and loamy alluvium
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Very poorly drained
Capacity of the most limiting layerto transmit water (Ksat): High (1.98
to 5.95 inlhr)
Depth to water table: About 0 inches
Frequency of flooding: Frequent
Frequency of ponding: Frequent
Available water capacity. High (about 11.0 inches)
Interpretive groups
Land capability (nonirrigated): 7w
Typical profile
0 to 20 inches: Mucky fine sandy loam
20 to 60 inches: Fine sandy loam
60 to 80 inches: Sand
Description of Muckalee, Undrained
Setting
Landform: Flood plains
Down -slope shape: Concave
Across -slope shape: Linear
Parent material. Sandy and loamy alluvium
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature. More than 80 inches
Drainage class: Poorly drained
DPD ream Concrete
USDA Natural Resources Web Soil Survey 5/13/2011
am Conservation Service National Cooperative Soil Survey Page 1 of 2

Map Unit Description: Masontown mucky fine sandy loam and Muckalee sandy
loam, frequently flooded —Craven County, North Carolina
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high (0.57 to 1.98 inlhr)
Depth to water table: About 6 to 12 inches
Frequency of flooding: Frequent
Frequency of ponding: None
Available water capacity. Low (about 6.0 inches)
Interpretive groups
Land capability (nonirrigated): 5w
Typical profile
0 to 5 inches. Sandy loam
5 to 80 inches. Sandy loam
Data Source Information
Soil Survey Area: Craven County, North Carolina
Survey Area Data: Version 11, Jun 29, 2009
DPD Team Concrete
Natural Resources Web Soil Survey 5/1312011
Conservation Service National Cooperative Soil Survey Page 2 of 2

Map Unit Description: Suffolk loamy sand, 10 to 30 percent slopes —Craven DPD Team Concrete
County, North Carolina
Craven County, North Carolina
SuD—Suffolk loamy sand, 10 to 30 percent slopes
Map Unit Setting
Elevation. 20 to 160 feet
Mean annual precipitation: 40 to 55 inches
Mean annual air temperature: 59 to 70 degrees F
Frost -free period: 200 to 280 days
Map Unit Composition
Suffolk and similar soils: 75 percent
Description of Suffolk
Setting
Landform: Escarpments on marine terraces
Down -slope shape: Convex
Across -slope shape: Convex
Parent material: Loamy and sandy marine deposits
Properties and qualities
Slope: 10 to 30 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high (0.57 to 1.98 inlhr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water capacity: Moderate (about 6.5 inches)
Interpretive groups
Land capability (nonirrigated): 6e
Typical profile
0 to 11 inches: Loamy sand
11 to 38 inches: Sandy clay loam
38 to 65 inches: Loamy sand
Data Source Information
Soil Survey Area: Craven County, North Carolina
Survey Area Data: Version 11, Jun 29, 2009
USDA Natural Resources Web Soil Survey 511312011
2m Conservation Service National Cooperative Soil Survey Page 1 of 1

LT��
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
une
Mr. Derek Dunn, Manager
DPD Properties 11, LLC
PO Box 1639
Winterville, NC 28590
Subject: Stormwater Permit No, SW7110608
DPD Concrete — Havelock Industrial Park, Lot 12
High Density Project
Craven County
Dear Mr. Dunn:
The Washington Regional Office received a complete Stormwater Management Permit
Application for DPD Concrete — Havelock Industrial Park, Lot 12 project on June 15, 2011.
Staff review of the plans and specifications has determined that the project, as proposed, will
comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A
NCAC 2H.1000. We are forwarding Permit No. SW7110608 dated June 24, 2011, for the
construction of the subject project.
This permit shall be effective from the date of issuance until June 24, 2021, 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 operation 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 1506 of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, 6714 Mail Service Center, Raleigh, NC 27699-6714. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Samir Dumpor, or me at [phone].
Si cerely,
Al Hodge
Regional Supervisor
Surface Water Protection Section
AHlsd: P..1SD1Permits - lnfiltration\SW7110608
CC' Vterrick Smith, PE, East Carolina Consulting, PLLC (PO Box 20714, Greenville,
NC 27858)
Craven County Building Inspections
Washington Regional Office
North Carolina Division of Water Quality Internet: www ncwalerquality.nrg
943 Washington Square Mall Phone: [phone] One
Washington, NC 27889 FAX [phone]I5 NorthCarohna
An Equal OpportunitylAffirmative Action Employer— 50%Recycled110% Post Consumer Paper ;VatulvI&

State Stormwater Management Systems
Permit No. SW71 10605
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
DPD Properties 11, LLC
DPD Concrete — Havelock Industrial Park, Lot 92
Craven County
FOR THE
construction, operation and maintenance of two infiltration basins, in compliance with the
provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (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 June 24, 2021, 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 1.8 on -page 3 of this permit. The stormwater control
has been designed to handle the runoff from total of 80,635 square feet of
impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7 on
page 3 of this permit, and as shown on the 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.
6. The built -upon areas associated with this project shall be located at least 50 feet
landward of all surface waters.
7_ The following design criteria have been permitted for the infiltration basin and must
be provided and maintained at design condition:
Page 2 of 7

State Stormwater Management Systems
Permit No. SW71 '10608
INFILTRATION BASINS
#1
#2
a.
Drainage Area, ft2:
60,130
16,384
b.
Total Impervious Surfaces, ft2:
57,696
16,384
C.
Design Storm, inches:.
1.51;
1.5°
d.
Basin Depth, feet:
3.0
3.0
e.
Bottom Elevation, FMS,�:
16.50
16.50
f.
Bottom Surface Area, ft :
2,287.
562
g.
Bypass Weir Elevation, FMSy
19.50
19.50
h.
Permitted Storage Volume, ft :
17,426
5,305
i.
Type of Soil:
SuD -- Suffolk Loamy Sand
j.
Expected Infiltration Rate, Whir:
1.00
1.0
k.
Seasonal High Water Table, FMSL:
14.50
14.50
I.
Time to Draw Down, days:
3.0
3.0
m.
Receiving Stream/River Basin: Neuse River Basin/Shop
Branch
n.
Stream Index Number:
27-115-3
o.
Classification of Water Body:
"SC; Sw, NSW"
II. SCHEDULE OF COMPLIANCE
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.
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 bypass structure, infiltration media, flow
_.spreader„ catch basins, piping and vegetated filter..
g. A clear access path to the bypass structure must be available at all times.
4. Records of maintenance activities must be kept for each permitted BMP. The
reports 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. 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.
7. 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
Page 3 of 7

State Stormwater Management Systems
Permit No. SW7110608
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.
8. 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 Major 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 at all times.
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 to any person or entity 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 the
appropriate documentation as listed on page 2 of the form. 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.
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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW7110608
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 reissuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements -for the stormwater
controls 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.2008-211, Title
15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall notify the Division in writing of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. This permit shall be effective from the date of issuance until June 24, 2021.
Application for permit renewal shall be submitted 1.180 days prior to the expiration
date of this permit and must be accompanied by the processing -fee.
Permit issued this the 24th day of June, 2011.
NORTH CAROLINA VIRONMENTAL MANAGEMENT COMMISSION
} - - - - for
Loleen H. 5ulhns, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit No. SW7110608
Page 5 of 7

State Stormwater Management Systems
Permit No. SW71 10608
DPD Concrete — Havelock Industrial Park, Lot 12
Stormwater Permit No. SW7110608
Craven 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,
(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 6 of 7

State Stormwater Management Systems
Permit No, SW7110608
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 bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the 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. All required design depths are provided.
13. All required parts of the system are provided.
14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Craven County Building Inspections
Page 7 of 7

RCDENR
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
James D. Simons, PG, PE
Director and State Geologist
June 17, 2011
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
LETTER OF APPROVAL WITH MODIFICATIONS
DPD Properties H, LLC
ATTN: Mr. Derek Dunn, Manager
Post Office Box 1639
Winterville, North Carolina 28590
RE: Erosion and Sedimentation Control Plan No. Crave-2011-024
Project Name: DPD Havelock Concrete Plant
Location: NCSR 1834 County: Craven
River Basin: Neuse
Date Received -by LQS: June 15, 2011
Acres Approved: 2.7 Project Type: New
Project Description: Grading for the construction of a concrete plant with associated
parking, and stormwater facilities, as shown on the submitted plan
dated June 9, 2011.
Dear Mr- Dunn:
This office has reviewed the subject erosion and sedimentation control plan- We find the plan to
be acceptable and hereby issue this Letter of Approval with Modifications. The modifications
required for approval are listed on the attached pages. This plan approval shall expire three (3)
years following the date of approval, if no land -disturbing activity has been undertaken, as
required by 15A NCAC 413.0129, unless modified by other legislation.
-Please be advised that 15A NCAC 4B.0118(a) requires that a copy of the approved erosion and
sedimentation control plan be on file at the job site. Also, you should consider this letter as
giving the Notice required by G.S. 113A-61.1(a) of our right of periodic inspection to ensure
compliance with the approved plan.
North Carolina's Sedimentation Pollution Control Program is performance oriented, requiring
protection of existing natural resources and adjoining properties. If, following the
commencement of this project, it is determined that the erosion and sedimentation control plan is
inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (G.S.
113A-51 through 66), this office may require revisions to the plan and implementation of the
revisions to ensure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and
State water quality laws, regulations and rules. In addition, local city or county ordinances or
Washington Regional Office
943 Washington Square Mall, Washington, Forth Carolina 27889 • Phone: [phone] FAX: [phone]
Internet: http:Nwww.dlr.enr.state.nc.ustpagesAandqualitysection.html
An Equal Opportunity 1 Affirmative Action Employer - 50%Recycled/10% Post Consumer Paper

DPD Properties 11, LLC
ATTN: Mr_ Derek Dunn, Manager
June 17, 2011
Page 2
rules may also apply to this land -disturbing activity. This approval does not supersede any other
permit or approval.
Please be aware that your project will be covered by the enclosed NPDES General Stormwater
Permit NCGO10000 (Construction Activities). You should first become familiar with all of the
requirements for compliance with the enclosed permit.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility/Ownership Form, which you have submitted. You are required to file
an amended form if there is any change in the information included on the form. In addition,
15A NCAC 411.0127(c) requires that you notify this office of the proposed starting date for this
project (using the enclosed Project Information Sheet). Please notify us if you plan to have a
preconstruction conference.
Please be advised that a rule to protect and maintain existing buffers along watercourses in the
Neuse River Basin became effective on July 22, 1997. The Neuse River Riparian Area
Protection and Maintenance Rule (15A NCAC 2B.0233) applies to the 50-foot wide zone
directly adjacent to surface waters (intermittent streams, perennial streams, lakes, ponds, and
estuaries) in the Neuse River Basin_ For more information about this riparian area rule, please
contact the Division of Water Quality's Wetland/401 Unit at 919-733-1786, or DWQ in our
regional office at 252-946-6481.
Sincerely,
Zell
Richard Peed, CPESC
Assistant Regional Engineer
Enclosures
4� cc w/o enc: Derrick. Smith, P.E., East Carolina Consulting, PLLC
Alton Hodge, Division of Water Quality

Erosion and Sedimentation Control Plan No. Crave-2011-024
Project Name: DPD Havelock Concrete Plant
June 17, 2011
Modifications
Page I
1. AS THE DECLARED RESPONSIBLE , PARTY, YOUR LEGAL
RESPONSIBILITY is to understand the Act and comply with the following minimum
requirements of the Act:
A. In the event of a conflict between the requirements of the Sedimentation Pollution
Control Act, the submitted plan and/or the contract specifications, the more
restrictive requirement shall prevail;
B. The land -disturbing activity shall be conducted in accordance with the approved
erosion and sedimentation contorl plan;
C. The LATEST APPROVED erosion and sediment control plan will he used
during periodic unannounced inspections to determine compliance and a copy of
the plan must be on file at the job site. If it is determined that the implemented
plan is inadequate, this office may require the installation of additional measures
and/or that the plan be revised to comply with state law;
D. All revisions, including those required by other local, state or federal agencies,
which affect site layout, drainage patterns, limits of disturbance and/or disturbed
acreage must be submitted to this office for approval a minimum of 15 days prior
to the start of construction;
E_ Revisions exceeding the approved scope of this project without prior approval of
the plan showing the changes can be considered a violation. Failure to comply
with any part of the approved plan or with any requirements of this program could
result in appropriate legal action (civil or criminal) against the financially
responsible party. Legal actions include Stop Work Orders and the assessing of a
civil penalty of up to $5000 for the initial violation plus an additional penalty of
up to $5000 per day for each day the site is out of compliance;
F. The CERTIFICATE OF PLAN APPROVAL must be posted at the primary
entrance to the job site and remain until the site is permanently stabilized;
G. In cases of natural disaster related changes to the proposed land disturbing
activity, all appropriate actions and adequate measure installations may be
performed to prevent sediment damage, prior to submitting and receiving
approval of the revised plan. A revised plan must be submitted for approval as
soon as possible, but no later than 15 days after all emergency actions have been
performed;

Erosion and Sedimentation Control Plan No. Crave-2011-024
Project Name: DPD Havelock Concrete Plant
June 17, 2011
Modifications
Page 2
H. Erosion and sediment control measures or devices are to be constructed and/or
installed to safely withstand the runoff resulting from a 10 year storm event (25
year storm event in High Quality Zones). The 10 year storm event is generally
equivalent to a storm producing 6.5 - 7 inches of rain in 24 hours or at the rate of
6.5 - 7 inches of rain in 1 hour, depending on the location of the project within the
region;
1. No earthen material is to be brought on or removed from the project site, until the
off -site borrow and/or disposal sites are identified as part of the erosion control
plan. If an off -site borrow and/or disposal site is to be utilized, prior to the start of
construction submit the name and identification number (E&SCP # or Mine
Permit #) using the enclosed Project Information Sheet;
J. Buffer zone, sufficient to restrain visible sedimentation within the 25% of the
width closest to the land disturbance, must be provided and maintained between
the land -disturbing activity and any adjacent property or watercourse;
K. In order to comply with the intent of the Act, the scheduling of the land -disturbing
activities is to be such that both the area of exposure and the time between the
land disturbance and the providing of a ground cover is minimized;
L. Unless a temporary, manufactured, lining material has been specified, a clean
straw mulch must be applied, at the minimum rate of 2 tons/acre, to all seeded
areas. The mulch must cover at least 75% of the seeded area after it is either
tacked, with an acceptable tacking material, or crimped in place;
M. New or affected cut or filled slopes must be at an angle that can be retained by
vegetative cover, AND must be provided with a ground cover sufficient to
restrain erosion within 21 calendar days of completion of any phase ILough or
final) of grading (ANNUAL RYE GRASS IS NOT in the APPROVED seeding
specifications NOR is it an ACCEPTABLE substitute foe the providing of a
temporary ground cover);
N. A permanent ground cover, sufficient restrain erosion, must be provided
within the shorter of 15 working or 90 calendar days (if in a High Quality Zone, the
shorter of 15 working or 60 calendar days) after completion of construction or
development on any portion of the tract (ANNUAL RYE GRASS IS NOT in the
APPROVED seeding specifications NOR is it an ACCEPTABLE substitute for
the providing of a nurse cover for the permanent grass cover);

Erosion and Sedimentation Control Plan No. Crave-2011-024
Project Name: DPD Havelock Concrete Plant
June 17, 2011
Modifications
Page 3
O. All sediment and erosion control details for this project must conform to the
standards as shown in the current Erosion & Sediment Control Planning and
Design Manual; these details must be utilized for construction and incorporated in
the plan. The manual . can be found online at
http://www.dlr.enr.state.nc,us/pages/publications.htmllieslinks
2. Adequate and appropriate measures must be properly installed downstream, within the
limits of disturbance, of any land disturbing activity to prevent sediment from leaving the
limits of disturbance, entering existing drainage systems, impacting an on -site natural
watercourse or adjoining property.

GREENVILLE READY MIXED CONCRETE, WC./DPD TEAM CONCRETE P.O. 80X 1639, WINTERVILLE, NC 28590
NCD004
06091103 06/09/11
(Acct : 1020-00 )
NC DEPT OF ENVIR & NATURAL RESOURCE
100.00 0.00 0.00
053292 ;
53292
100.00
I
Check _Date __06/_J.0/1.1.. ___-. Total....--__ 100.00

� + • l 1 . • .• 1.-- _-__\L _.. �_.. ♦r. -._ - ..... .. ... • .. ... _•..�.•,..tl..-._. ..1••l-L..J.•.1 �..: Ylinv-.�2. �� _.. _._.. ._.__....v .. - -
2-(
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VICINITY MAP
N.T.S.
8'-0"
8'-0" HEIGHT BUFFER
FENCE 80% OPAQUE
BOLLARD, _TYP --`!'6
6" CONCRETE "
PAD'
ell
GATE, 80% OPAQUE
6'-0'
PLAN VIEW
NOTE:
1. CONTAINER PAD MUST BE FLUSH WITH FINISH GRADE.
DUMPSTER PAD DETAIL
N.T.S.
ANOPY TREES, TYP.
r-UNDERSTORY TREE, TYP.
iLu
00 0© Q0
I__MOPERTY LINE
SHRUB, TYP.
2-CANOPY TREES, 4-UNDERSTORY TREES i
& 6-SHRUBS REQUIRED PER 50 LF
(80% OPAQUE FENCE NOT REQUIRED)
TYPICAL TYPE-C PLANING REQUIREMENTS
N.T.S.
404 WETLANDS LINE '
EXISTING WOODED
AREA TO REMAIN
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4 0 4 W E T L A N D S
TAX ID: 6-222-047
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TAX ID: 6-222-12000
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1
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/
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LANDSCAPE BUFFER NOTES:
1. 404 WETLANDS AREA SHALL REMAIN UNDISTURBED.
2. THE AREA BETWEEN THE 404 WETLANDS LINE AND
CLEARING LIMITS LINE SHALL REMAIN UNDISTURBED.
3. TYPE-C STREETSCAPE BUFFER WAS REDUCED FROM 15'
TO 10'. THE STREETSCAPE BUFFER SHALL UTILIZE EXISTING
VEGETATION TO SATISFY BUFFER REQUIREMENTS.
4. THE TYPE-C BUFFER ALONG THE SOUTHERN PROPERTY
LINE SHALL UTILIZE EXISTING VEGETATION TO SATISFY
BUFFER REQUIREMENTS.
5. THE TYPE-C BUFFER ALONG THE NORTHERN & EASTERN '
PROPERTY LINES SHALL UTILIZE EXISTING VEGETATION �I�
TO SATISFY BUFFER REQUIREMENTS.
6. PROPOSED VEGETATION SHALL BE EQUALLY SPACED
ALONG THE DESIGNATED BUFFER AREAS.
S�0
NPS
SITE DATA:
--- --- TOTAL ACREAGE .............................. .4.78
NPS OFFICE BUILDING AREA......................................1,860 SF
PARKING SPACES:
EMPLOYEE/VISITOR PARKING PROVIDED...................10 (7 REQD.)
CONCRETE TRUCK PARKING.......................................6
/ EXISTING ZONING..................................LIGHT INDUSTRIAL
/ ACREAGE IN OPEN SPACE............................................0
PROPOSED DISTURBED AREA .........................2.7 ACRES
PROPOSED IMPERVIOUS AREA ........... 1.81 ACRES/37.9%
NABIL T. CHAANINE
DB 2281 PG 143
TAX ID: 6-222-063
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i� i _ ~; )', (SEE DETAIL. SH CIA) �' �: ^-� N�I -I I- = WATER MAIN
Of' CONCRETE)__._..___"...._,._..__ � <�-, •_-i () U
TOP OF BANK
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zo
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,/ BOLLARD (TYP.) - Q N
Z 97>5d` ! ' -� = DRAINAGE FLOW DIRECTION
:f' ,i CONCRETE _ ►� = GATE VALVE
OFFICE
I' BUILDING M �++ = FIRE HYDRANT N v
= STORM DRAINAGE _
1,860 SIF EDGE OF CONCRETE)
■ = CATCH BASIN O
__... _ c . w
/ HC ACCESS
� � ► =FLARED END SECTION
60.0, 139.0' 62.0' 99,0' 15.0' + = RIP RAP
�..3 "-+;�- 12' (TYP.) )i h;.. .tY i -C I F ( nti^_ 0' i. _
NPS / s s A� C s 50 MBL �- - =29 �v. �?� uv�' c- `;' ' ; � E' --0-- SECURITY FENCE
t - (i-i tg' R ' 1 1 . ERST�R'. TREES
4v; / o ,u "_�', (CONCRETE TRUCK) 01 C 0 N.0 R E T E- - - =EXISTING CONTOUR
y { I ----- (TYP.)
N - - l S R I ES �: GLAND E 1`(,^^y`7}
% .'+..>c:.tD ! 10 rh �`i 1 •_ i'{ t i3F• ,�A AREA" J - � V' 6J i-J
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Y ! i • ; I 2' CURB TAPER (TYP.) INV. 11.73
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iTAPER i ! i o
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/ / } t r ; i HC 9 SPACES (1--CANOPY IREES tG-t �€L STf)RY TRREE -
( r m ° a 36� I EP EDGE PAVEMENT
i 36 i !'!11 '! -' p AND �-S1:R.Ua_: REQUikEDi t-
PROPOSED DRIVEWAY '" "'''j N " t 20'R I
I : �.;:,.; ; DRIVE\JAY NPS = NO POINT SET*TER a�1ITr
.�:: ':3;� t':. „, .�> - - INV. 12.49
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SECURITY FENCE "` --: _ ___ _ _ _ _. _ _ ___ -- - - PROPOSED GATE o PROPOSED TE
;C SIGN - - - - _
EX. EXISTING
t
,Ga' YPc_L aUl rERtREaUCE tn' WIDTH) N00°32'31 "W 562.93' 21'2' 7' > - c BUFFER iPEEiUCEU `IO' WIDTH,
's.-CANOPY TREES, 8--UNDERSTOP.`; TREES (8--CAf40P'v TREES. 'i'-LtIDERSTOR'! TREES 20'R
AND T�-SHf2US5 REQUIRED"20 R 20 R AND I :-SHitUSS REQUIRED)
NCSR 18340 LITER BANKS DR
60' PUBLIC R/W - 20' PAVEMENT
:1,:_;m I
G R A S S `
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} AREA. AREA
I 31.65' (SEE NOTE 17 & 18) I 1
tj
NABIL T. CHAANINE
' z
DB 2381 PG 17
} "
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TAX ID: 6-222-064
M f2 N
1 Z
REFERENCE:
• LOT 12, HAVELOCK INDUSTRIAL PARK
113 OUTER BANKS DRIVE
HAVELOCK, NC 28532
• DEED BOOK 2988. PAGE 217 (03/23/11)
MAP F-117-8
• TAX PARCEL ID: 6-222-065
NOTES:
1. AN EROSION CONTROL PLAN AND STORM WATER MANAGEMENT PLAN SHALL
BE APPROVED BY NCDENR PRIOR TO CONSTRUCTION.
2. THE SITE IS SUBJECT TO THE NEUSE RIPARIAN BUFFER PROTECTION RULES.
3. THE SITE IS SUBJECT TO THE HAVELOCK UNIFIED DEV. ORD., SECTION 157.06
SIDEWALKS. THE OWNER INTENDS TO OPT -OUT OF CONSTRUCTING THE
SIDEWALKS AND PROVIDE THE CITY WITH A "PAYMENT IN LIEU OF" AS
APPROVED BY THE CITY OF HAVELOCK.
4. SURVEY INFORMATION BY KENDALL GASKINS LAND SURVEYING, PA. -
VANCEBORO, NC. (TOPO TAKEN FROM NCDOT LIDAR)
5. PROPERTY IS NOT LOCATED WITHIN A FLOOD ZONE.
6. EXISTING ELECTRIC/COMMUNICATION LINES SHOWN ON PLAN ARE
APPROXIMATE. CONTRACTOR TO VERIFY PRIOR TO CONSTRUCTION.
7. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "ULOCO" TO VERIFY ALL
EXISTING UTILITIES PRIOR TO CONSTRUCTION. THERE MAY BE OTHER
UTILITIES EXISTING ON SITE, NOT SHOWN ON THIS PLAN.
8. WATER & SANITARY SEWER SUPPLIED BY THE CITY OF HAVELOCK, UPON
APPLICATION AND PAYMENT OF FEES TO THE CITY.
9. NCDOT DRIVEWAY PERMIT IS REQUIRED. DRIVEWAY CUTS AND APRONS
SHALL BE DESIGNED, APPROVED AND CONSTRUCTED TO NCDOT STANDARDS.
ADDITIONAL SIGNAGE MAY BE REQUIRED TO BE INSTALLED PER NCDOT
FINAL REVIEW OF THE CITY APPROVED SITE PLANS.
10. THE OWNER SHALL PROVIDE AND MAINTAIN A CONCRETE -WASH -DOWN
AREA DESIGNED TO RINSE (FUGITIVE) DUST FROM EACH CONCRETE TRUCK
PRIOR TO TRUCKS LEAVING SITE. THIS SITE IS SUBJECT TO THE NCDENR
DIVISION OF WATER QUALITY/SURFACE WATER PROTECTION, NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM AND SUBJECT TO THE
CONDITIONS PER NCDENR GENERAL PERMIT NCG140000.
11. THE DPD CONCRETE TRUCKS PROPOSED FOR USE FROM THIS SITE ARE
THE REAR LOADER -TYPES. THESE TRUCKS ARE TYPICALLY 28,940 LBS
(DRY WEIGHT) AND UP TO 75,000 LBS FULLY LOADED. THE PROJECTED
TRIPS PER DAY ARE 2 TO 3. DPD PROJECTS TO HAVE 5-TRUCKS AT
THIS SITE.
12. THE PROPOSED OFFICE BUILDING SHALL BE BUILT RATED FOR WIND LOADS
OF 130 MPH, NOISE LEVEL REDUCTION (SEE UNIFIED DEV. ORD. FOR
70 DB NLR) AND THE ARCHITECTURAL STANDARDS OF THE UNIFIED
DEVELOPMENT ORDINANCE.
13. PARKING SPACES SHALL BE STRIPED IN ACCORDANCE WITH THIS PLAN.
14. ANY GATED FACILITY CAN HAVE ACCESS BY THE POLICE AND
EMERGENCY VEHICLES DURING ALL HOURS. OWNER TO COORDINATE WITH
THE CITY OF HAVELOCK.
15. LIGHTING FOR THE PROPOSED SITE SHALL NOT CREATE LIGHT POLLUTION
OR CREATE ISSUES FOR EXISTING AIRCRAFT OPERATING IN THE AREA.
PROPOSED LIGHTING SHALL BE THE FULL -CUT-OFF TYPE AND DESIGNED
TO DIRECT LIGHT DOWNWARD.
16. 1,800 GALLONS (+/-) OF FUEL SHALL BE STORED ON -SITE. GREAT LAKES
PETROLEUM SHALL COORIDINATE ALL PERMITTING, CONTAINER PLACEMENT,
ETC. [ Contact Person: PHILUP BAIT, [phone] ]
17. POZZOLITH 122HE (1,500 GALLONS +/-) AND DELVO STABILIZER (1,500
GALLON +/-) ARE CHEMICALS USED IN THE CONRETE PROCESS AND SHALL
BE STORED ON SITE. ALL CHEMICALS STORED ON -SITE ARE SUBJECT TO
THE NCDENR DIVISION OF WATER QUALITY/SURFACE WATER PROTECTION,
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM AND SUBJECT TO
THE CONDITIONS PER NCDENR GENERAL PERMIT NCG140000.
18. NO CHANGES TO ANY ASPECT OF THIS SITE PLAN, INCLUDING BUT NOT
LIMITED TO, LANDSCAPING, GRADING, BUILDING ELEVATIONS, LIGHTING OR
UTILITIES WILL BE MADE WITHOUT THE APPROVAL OF THE DEPARTMENT
OF PLANNING AND INSPECTIONS.
19. THE SITE SHALL BE STABILIZED AND SEEDED PRIOR TO THE ISSUANCE
OF A CERTIFICATION OF OCCUPANCY OR GUARANTEED BY APPROVED
METHODS IF APPLICABLE.
20. ALL REQUIRED IMPROVEMENTS SHALL COMPLY WITH THE STANDARDS OF
THE CITY OF HAVELOCK CODE OF ORDINANCES.
21. 404 WETLANDS ARE PRESENT ON SITE. NO DISTURBANCE OF THESE
WETLANDS ARE PROPOSED OR ALLOWED.
22. PROPOSED SIGNAGE SHALL BE COORDINATED BY THE BUILDING CONTRACTOR.
EIP _� IP
N0�'32 31 W
TP =
TELEPHONE PEDESTAL
T
20'R
ELEC
- ELECTRICAL
rp ;titre ' by
40.00
INV.
=INVERT
Ilse 1 Ut ry
_
_
TP
TOP OF PAVEMENT
Ala and,^
,..,
X
OD
_
TC =
FE =FINISH
TOP OF CONCRETE
ELEVATION
.:;,t wale" ni �4 ,•
R-�
0
EL =
ELEVATION
---
OWNER:
_
_.
FF =
FINISH FLOOR
DPD PROPERTIES II, LLC
Contact Person: DAVID HARDEE
PO BOX 1639
--- ---------------
-- -- -- -- -- -- -- ---------- -- -- -- -- -- -- -- -- -- -- -- -- ------------..._.. WINTERVILLE, INC 28590
CELL [phone]
30 15 0 30 OFFICE [phone] C 1 • 1
Project No. 044 3-11 - DPD CONIC LOT 12 1"=30'-0� Email:"dr,ardee®dpdecc.com" sheet 1 of 5
10 DRAWING IS 11E PROPERTY OF 7W EAST CAROLINA CONSULTING. PLLC• ANY USE. REUSE. REPRODUCTION. DISPLAY OR SALE OF THIS DRAMANG WITHOUT WRITTEN CONSENT OF THE EAST CAROLINA CONSW.TMIG. PLLC IS STRICTLY PROHIBITED.
Drawn: DS/HGN
Design: DS
Checked: HGN
Approved: DS
Date: 6/09/11
Scale: 1°= 30'
,. _ _.- '� ' - t ., a ..� ,•Il � 1. YNl7� r :i}} -,

. , a
VARIES
EXISTINO GRADE
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1 TYPICAL SEDIMENT BASIN
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DB 1332 PG 776
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TAX ID: 6-222-047
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NPS 404
/ 50' RIPARIAN BUFFER if /•/ -' WETLANDS UNE-
VARIABLE AS DIRECTED BY ENGINEER -�
(8' W/ WIRE FENCING, 6' W/0 FENCE)
#f' :'terms:,, / 1. .� ,r. INV. 9.97
LA
MR F CI 1;1. •" d �' CLEARINGG LIMITS (= LIMITS_OE QISTUR6�INCEJ _
., � •1l ,/' rrow" vat � �... �_
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4 /. -
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t
NOTES:
WIRE FABRIC NPS //
1. USE STANDARD STRENGTH;"
FABRIC W 8' POST SPACING AND x. / UV RESISTANT F. '
WIRE FENCING WHERE REINFORCED GEOTEXTILE FABRIC Oe
SILT FENCE IS REQUIRED. N
00
s r
2. WITH EXTRA STRENGTH FABRIC ! �r' f..'�' _ _ "% \ /1 DRAINAGE EASEMENT ! J }
USE 6 POST SPACING AND NO TAMPED BACKFILI , ! ! �� J. 1 (SEE C2.2, NOTE 8) pp
WIRE FENCING. la i ! •, r. ,/ \ ! 1
GROUND LINE f
3. WIRE FENCING TO BE 32", WITH OO ! ; `/ ! l "r . --' f ` TEMP 0 R A R Y
o /
6 LINE WIRES AND STAY WIRES ON 7_ 01 ` �����\ / /.\�/\ /\ /\� i I t : ! 1 ! f /
" BOTTOM A TOP d-'' ( j'" i� j t / /' S T 0 C K P I L E : r
12 CENTERS/ BO 0 AND N
WIRES 10 GA., INTERMEDIATE WIRES BURY FABRIC 12" DEEP W/ 12 TURNOUT / !di I
12.5 GA. 000 ! t t1 1) `'r I 2 �v BOTT¢M 16 5. !! !
;
t !' Q
it 1 �� � gF .BANK = 18.5 �`! t u
PRgpp�
NPS 1 I SILTITfJCEt
t
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SILT FENCE DETAIL ��� ; �._._ 1, POWY !
O ,
SEDIME BAS N-1 �' /' o
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to Mtn TYPICAI S BORING LOCATIONS (3 EA.) �' !' M T
s� , 1 f
d' i I {; t � ,P z `� (SEE REPORT B ASTO SOILS WbRKS, INC.)
W DRAINAGE EASEMENT t(n
i� (SEE C2.2, NOTE 8) I ! t1 t
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DIRT, INC 00
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DB 1332 PG 776 / i
TAX ID: 6-222-12000 j !,, , ; \``'I~ o TEMPORARY
SEDiT BASIN
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STOCK PI LE
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TTOM = 16.5 _ y _ _,' TEMPORARY STONE oo)
/ ] / rt '� _ - - -- _ - - - - - CONSTRUCTION ENTRANCE t 3
It /! ! ! r,. TOP BANK - 18.5--------- - " (50' LENGTH) " �1 ? Z
ALTERNATE ENTRANCE {
0000 000( TEMPORARY STONE ODOf 00000( `: w
�\ 11-, O p O p O CONSTRUCTION ENTRANCE -� O p O p O<
I :) <, L � O.1 O (50' LENGTH) PROPOSED `' (� -, .� O O O �
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/r / / ? RIP P - pO0 �p0< ��; O0O0 ADO( E it t`
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NPS _ - - - _ _ _ , , ._ = _ - 2.9 3 - N- EX. C.4.._ . _ Y , Y' _ X. ELEC` __ _ _ j - "_ _ _ - _ _ _ _ _ _ _ __ __ ; __ _ EIP
SEWER ?tina �-- � ?_- _�- - -_____ N �'� �`x I I L 17.90
_FX. PVC Lt1 'K P�Ir�ili._ ___ Jpvpvp-vppyL`f-ti _1'7.2
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PROPOSED ROCK W�2-FESBQ 0 % XX - Jt y ° s
SILT CHECK DAM CL 18.45 60' PUBLIC R/W = _2Q' PAVEAENT cl �s.7c `�L 2O. ic2�
_Y� _____ . _� __________. �__ __._____ __ ._-_. ___ _____. _ .
Ex15TEiyG SEWER NIA►tv EX. MH -- - EXISTING SEWER MAIN '
9.67
TOP 18- 31 ISBENCHNARK
ELEV. 19.30 MSL
30 15 0 30
Project No. 044 3--11 - DPD CONC LOT 12 1"=30'-0"
�111'NS DRAWN 0 W PROPERTY OF THE EAST CAROUNA CONSULUM M.M ANY USE. REUSE. REPROO MON. DISPLAY OR SALE OF 7NS DRAWN WMUT WnM CONSCHT OF THE EAST CAROUM CONSW.T a PLLC 15 SRi1C71_Y PROH6M.
NOTES:
1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM
FILL AREAS PRIOR TO PLACING FILL. ANY QUESTIONABLE
OR UNSUITABLE SOIL CONDITIONS SHALL BE BROUGHT TO
THE ATTENTION OF THE ENGINEER,
2 AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT
IS RECOMMENDED THAT ALL BUILDING, PARKING AND
DRIVEWAY AREAS BE ROLLED WITH A VIBRATORY ROLLER
TO CONSOLIDATE LOOSE SOILS IN THE UPPER SUBGRADE.
COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF
THE STANDARD PROCTOR MAXIMUM DRY DENSITY WILL BE
REQUIRED PRIOR TO ENGINEER'S APPROVAL FOR FILL
PLACEMENT.
3. GRADING CONTRACTOR SHALL SEED AND MULCH ALL
DISTURBED AREAS IN ACCORDANCE WITH THE
SPECIFICATIONS WITHIN 30 DAYS COMPLETION OF GRADING
WORK. UPON COMPLETION OF THE PROJECT, THE GENERAL
CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS
OUTLINED IN THE SPECIFICATIONS. ALL DRAINAGE PIPES
SHALL BE CLEANED BY THE GENERAL CONTRACTOR TO
REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
CONSTRUCTION SEQUENCE:
1. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION & SEDIMENT
CONTROL PLAN APPROVAL. NOTIFY NCDENR DIVISION OF LAND RESOURCES,
WASHINGTON REGIONAL OFFICE PRIOR TO CONSTRUCTION.
2. CONSTRUCT DRIVEWAY CONSTRUCTION ENTRANCE AND SILT FENCING ALONG
ROADWAY RIGHT OF WAY.
3. ADDITIONAL EROSION CONTROL MAY BE REQUIRED BY ENGINEER OR NCDENR
DURING CONSTRUCTION.
4. BEGIN CLEARING AND GRUBBING NEXT TO OUTER BANKS DRIVE AND ESTABLISH
SPOIL PILE LOCATION.
5. CONTRACTOR SHALL HAVE 404 WETLANDS LINE AND LIMITS OF CONSTRUCTION
LINES FLAGGED BY A SURVEYOR (PLS) PRIOR TO CLEARING AND GRUBBING.
CONTRACTOR SHALL NOTIFY ENGINEER AFTER FLAGGING IS COMPLETE.
6. INSTALL CHECK DAM.
7. CONTINUE REST OF CLEARING AND GRUBBING TO LIMITS OF CONSTRUCTION AND
INSTALL SILT FENCING ALONG WITH CLEARING ACTIVITIES TO ELIMINATE
RUN-OFF.
8. CONSTRUCT SEDIMENT BASINS.
9. UPON COMPLETION OF CLEARING AND GRUBBING ACTIVITIES, CONTRACTOR IS
RESPONSIBLE FOR CLEANING/WASHING DOWN ANY DEBRIS LEFT ON OUTER
BANKS DRIVE.
10. SEED & MULCH DISTURBED AREAS WITHIN 21 CALENDER DAYS OF COMPLETION
OF ANY PHASE OF GRADING. ALL OTHER DISTURBED AREAS SHALL BE
PROVIDED WITH TEMPORARY SEEDING & MULCH SUFFICIENT TO RESTRAIN
EROSION.
11. REFER TO SHEET C2.2 FOR REMAINDER OF CONSTRUCTION ACTIVITIES.
LEGEND:
= PROPERTY LINE
WATER MAIN
-
- = TOP OF BANK
�-•--
= 404 WETLAND
SILT FENCE
-� = DRAINAGE FLOW DIRECTION
►�
= GATE VALVE
♦++
= FIRE HYDRANT
= STORM DRAINAGE
■
= CATCH BASIN
FLARED END SECTION
= RIP RAP
--0
SECURITY FENCE
-- -- --
= EXISTING CONTOUR
---{27-
= PROPOSED CONTOUR
R/W
= RIGHT OF WAY
MBL
= MINIMUM BUILDING LINE
EP =
EDGE PAVEMENT
NPS
= NO POINT SET
EIP =
EXISTING IRON PIPE
EX. =
EXISTING
TP =
TELEPHONE PEDESTAL
ELEC
= ELECTRICAL
INV.
= INVERT
TP =
TOP OF PAVEMENT
TC =
TOP OF CONCRETE
FE =
FINISH ELEVATION
EL =
ELEVATION
FF =
FINISH FLOOR
OWNER:
DPD PROPERTIES II, LLC
Contact Person: DAVID HARDEE
PO BOX 1639
WINTERVILLE, NC 28590
CELL [phone]
OFFICE [phone]
Email: "dhardee0dpdecc.com"
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Design: DS
Checked: HGN
Approved: DS
Date: 6/09/11
Scale: 1"= 30'
C2.1
Sheet 2 of 5

Ili - .... . , _ ._ ._, ..
--�. .. _ i :. L ... __ _
C_C�
w
NOTES:
0 /J r , --"
'
' 1. ALL VEGETATION AND TOPSOIL SHALL BE STRIPPED FROM
VARIES 5-p" ' " 15-0+/-
I
i
i
TOP OF POND = EL 20 0 ,
' VARIES
5-0
5 -0 + -
5 -0 + -
I
i
VARIES
VARIES
11. 11. " I. j,_ LIMITS OF CONSTRUCTION. (REFER TO SHEET C2.1)
11 I'- -" 3. CONSTRUCT STORM WATER INFILTRATION BASINS, SPILLWAYS & RIP RAP.
�_ J '� `'� LIMITED CLEARING MAYBE REQUIRED AS APPROVED BY ENGINEER THIS AREA.
4. ADDITIONAL EROSION CONTROL MAY BE REQUIRED BY ENGINEER OR NCDENR
_'�'" DURING CONSTRUCTION.
-- -- - -
/ . • r 5. STRIP TOPSOIL &STOCKPILE AS NOTED PER PLAN.
�.2N.T.S '' '' f
/ f, ,f A.�._ 6. BEGIN GRADING SWALES, DRIVEWAY, BUILDING PAD &SITE.
/ ,' 1 _ SEEDING ON SWALES & SITE.
' r -.r ;� 7 INSTALL TEMPORARY
----------------------1. �� I,.. 8. INSTALL CHECK DAMS.
%/ " � , � `c, r � ' ' ` ` `' "`- -- - l 9. INSTALL UTILITIES, OTHER INFASTRATURE AS REQUIRED.
NPS / WE
- - -_
�50' RIPARIAN BUFFER I �•� i6 LINE- / 5 _ 10. INSTALL STONE BASE AND COMPACT BUILDING PADS.
` •- __ __ _.11 ''�-•_•�T 1- 11. CONSTRUCTION BUILDINGS, PAVE DRIVEWAY & PARKING AREAS.
EMERGENCY SPILLWAY #1 / / - ; ' f % / � J I - 12. INSTALL LANDSCAPING, SEED & MULCH ALL DISTURBED AREAS. ANY SLOPES
%1N "I,.' ,-'1 / w •-_ r. jr INV. 9.97 DEFT EXPOSED WILL, WITHIN 21 CALENDER DAYS OF COMPLETION OF ANY
(SPILLWAY EL 19 5) / %' �- i � , r" - _ '' ; T_ PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDIED WITH TEMPORARY
= / .� -- `' T_ OR PERMANENT GROUND COVER, DEVICES, OR OTHER STRUCTURES
"NO" 404 WETLAND IMPACTS ' / GJ�'• _ " ' it ~' I _ • - _- -- -- _ "� �(�� SUFFICIENT TO RESTRAIN EROSION.
ARE PROPOSED �; r / `y . �' \ , -%' r'ci 19..- �`• __ ` 1 ,, EIP 13. UPON SITE STABILIZATION, REMOVE AL TEMPORARY EROSION CONTROL
/,
l % `,.b 11 -,; ., ' p _ p _ 1'=." .1 DEVICES INSTALLED DURING CONSTRUCTION.
/SILT FENCE ' / - J - 21 _ 14. INFILTRATION BASINS SHALL SERVE AS SEDIMENT BASINS UNTIL SITE
I'' i " �' h % ..
K' 4 0 4 WETLANDS - F - ' y' % - GRADING HAS BE COMPLETED AND STABUZED.
�; ;J .�1 `.a / � "'•"' +, \ _> .-•C .21.4 . _. TC 21>.4, 15. INFILTRATION BASINS SHALL BE CLEANED OUT AND REGRADED TO DESIGN
/ 7' f 6 1 �•� r -' - M_ I -I_ - GRADE AND STABILIZED PRIOR TO USE.
5 •I, i ' ;` . ; . ;A / •' ; ''; `% ` ,i ' � �'/• - : ' •-- ` ' '-y:`' M A MATERIAL R I A�L �� � N 16. INFILTRATION BASINS SHALL NOT RECEIVE DRAINAGE UNTIL SITE CONDTIONS
' 1.
.1" .o RIP RAP / - PROPOSED �'� / _ " '~'� ''` '' "` �" ,,, = __ _ S TOR A G E , \ ;y. ( HAVE BEEN STABILIZED.
'MIIN. SEPARA110A TO _ .. 1
LINE W/FILTER FABRIC r' `
0 404 WETLANDS N = .. SILT FENCE.,.'-' 'rl�iV. 20. , ., -; MAINTENANCE PLAN:
' OTTOM POND \ / i' _ - �,� `"' '- X T 21:0 TC 21.0 FE. 21.0 TC 21.35
I •,', ; �.- . 1. AL EROSION &SEDIMENTATION CONTROL PRACTICES WILL BE CHECKED FOR
t r _
_ -
STABILITY & SEPARATION FOLLOWING EVERY RUN-OFF
.11
RAINFALL,
_.
i
I TEMPORARY POOL / -_ ! . '. _` ;..� E 20.9 21.0 �-" "�� PRODUCING
+ t - _ - n�,r;,":.�•- Q!,[ WILL IN
MADESIMMEDIATELYNTO MAINTAINALLPRACTICES DESIGNED.
.. � � �. TC �
NPS / - ~ i - - -�-- ,� INV. `0.9
/' `•2 SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT
15'-O" , � - _ - " " ,�' - - ;�g � 0, > , r> /48"VALLEY GUTTER 0.03� BECOMES 0.5 FEET IN DEPTH AT THE FENCE. THE SEDIMENT FENCE SHALL
//
{•. (TYP.)11 EMERGENCY S CLLWAY #1 =="'� _ '' ,� ` RIP RAP BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
N (SPILLWAY '_EL 19.5) �' -.-- / �. r _ ix »} . i 3. EROSION CONTROL MATTING SHALL BE MAINTAINED UNTIL AL WORK IS
PLAN VIEW co , = `� - _ - : ,` �`'�T .� i COMPLETE. AREAS SHALL BE RESEEDED AND MATTING REPLACED AS NEEDED.
/ -1 , ' ^ .:,ti s. - 'ti f __ �_ ` ' ,, " r °' J 4. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT WILL BE INSPECTED
% ,
2� m PERIODICALLY. WHEN SEDIMENT BEGINS TO BUILD-UP, THE ENTRANCE WILL BE
r J' " - , -`' �' rr y.. �' \ \ `1-1 t I 2 f BLADED OFF. REMOVING THE SEDIMENT. REPLACE ROCK AS REQUIRED.
(L/ ' �' -�' / 1, f� rZ*,\DRAINAGE EASEMEN PROPOSED j 5. ALL SEEDED AREAS WILL BE FERTILIZIED, RE -SEEDED & MULCHED AS
30'-0" VARIES 5'-p" 15'-0"+/- ! ` r' , ' r / -� u -� ./ (SEE NOTE 8) o SILT; FENCE
MIN. SEPARATION TO M i ?'� ; ' r " "'` - -✓ r " ' u ,' NECESSARY TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
404 WETLANDS � �"--"- li
1� , ,t .� ' ' _ SEEDING SCHEDULE.
TOP OF POND = EL 20.0 N i �f ' / •; �` STORM 'WATER /� / >� / �, STONE B A S E
,1 vV { ` . i'' ` NFILTRATION BASIN #1`t lr �'` ,�'''`, \ /f ;{ a '`� PERMANENT SEEDING:
'S EMERGENCY SPILLWAY = EL 19.5 (n . . t t/ t TOP POND = 18.5` . ,' .� '' ` /� a I DATE:
__...' - _ _ _ ••I ,. s %. !, `, `BOTTOM POND 16. ' r 11 21 ;' JAN 1 MAR 31 COMMON BERMUDA GRASS 20 LBS/ACRE
-` ---.-:..._' .. . PR P SEO�. f' I / > `16 O , ` z r (UNHUI.LEO)
FILTER FABRIC NPS SILTi HCEr `�` \- = >_ ; aK I
APR 1 - JUL 31 COMMON BERMUDA GRASS 15 LBS/ACRE
" TIE BACK 12" ` ` �'f UNHULLED
- EXISTING GRADE ; ;� :+ A' �% i AUG 1 -DEC 31 TALL FESCUE 60 LBS/ACRE
TYPICAL CROSS SECTION ': \ , I �� - DOWN t TC21.60 TC21.60 Z ! o
! 11` `% `• OUTLET _..._._.-._..__... _... _..
3 EMERGENCY SPILLWAY 1 DETAIL I ',t 1� , " ° E ,.2 ,' N �'
o ;:t f TP 21.24 I,� III
,� ,j WASH •QWN ,
�.2N.T.s (O r ' s^
a} iz `, AREA` tt. 22 � N: F,
1 RE-41SE �INE'' ire =' ; ,CONTAINMENZ. I I N ' w -
;4 .(DESIGN BY OWNER)' ;r
} 1" SCO 40` PVC' ► ; ` ;'�• AREA
. / ;`. . T , ii
j
y w DRAINAGE EASEMENT `} SILO ` S T O N E; E A S E ;1 ,'
(SEt~ NOTE 8) ,` ' „< ` _ ;TC 22.10 .
wf
/ DUMPSTER PAD
J i
`� '
EMERGENCY SPILLWAY 2 M r _ _.-.. _..._._._._.__.. c 2,.65 ___TC 22.00 I ;
I ,I �, TC 2i.25 1" 40 PVC WATER _ it
RE USE PUMP & ; 3 TO SILKS (FROM- -
... T
SPI"LLWAY 'EL 19,:' / °N° ;' t ENCLOSURE { !, ".- i _ _ .. +', WASH -DOWN AREA) .
SEE N TE' I v--;.':, ;,.. ,A NON POTABLE J./
% f 1 ( O� { 9) i j ; �i, - . ='._c ` ,} 2" SCH 40 PVC WATER r �I
'/ % r ( ' < `-1, ` `.1 `- TO SILO.(CONCRETE MIbNG `TC 22.30 j i
,J�� �> Z f
� 1` SCH 40 PVC WATER TO ) FE 22.30 ` ,
i i •' ; I ; , �,-. f ) �\ • , T . 21.2� �.•, wASH-DOYYN AREA. POTABLE ' ; `'�r� it.
/ Ig '4R ti / `� r`�_. % _ r ��+F-�--� +ter----rll f--� i
gnat, /'' "` z + STORM WATER 1 say PAC WATER OFFICE FE 2, 35 ' I I
gNps ro 1=MERGENY SFIILLW,4Y # ` To s14o (FROM
/ r (SPILLWAY'EL 45) g NFILTRATION BAsI #2 . w NON -POTABLE Dpo ) BUILDING '`r
ll
i •' "' TOP POND = 18.5 `• ti TC 21.4$ r
P \ = % ,' BOTTOM POND = 1 .5 '� __ . _..... _.. _ _------..-.- -._ _.
1 TC 22 30 ,
�,f' ^,y / I '}:, - t w, c .r� N C R E T. E FF 22.50 - -... - i
f' r / OTTOM POND �% / A � � p ,,\4 i . TC 2 .30 O
S> / r T 22.30 N
\ii
. i' ' ''' `O�It r / ( a. i t 9 4 PVC SCH 40 r .
,R� MPORARY POOL , PS f SEWER SERwCE C 0 T `
_.
N ! ,.` : r, ".�. '� % (a 1 o>s MIN.) C E r,
Q r '� ,11 . /4" PVC SCH 40 TP 2 20
PLAN VIEW / ,f / .. � RII' .I?AP WATER SERVICE. POTABLE TP 20.40 Q• %`
/ , --
PRpfOSED 2` BACKFL PREVENTER - TP 21.24 INV. �1.73 ,"'
`"`• �` `•. I s _. � i ` , t �O (w/r PVC DRAIN TO DITCH ,
/ II r / r '`�,. t } .> •-• x ROPOSED 2" METER/SERVICE TP 21.2 i'11
» " � - / f I .. k TP 18.67 `=.:ti .sl 48" VALLEY GUTTER 0 0.03% wAPv N.4o PROPOSED 3/4" METER/SERVCE i '
30'-0 VARIES 5 -p 15'-0"+/- / % ' ,. NV. 18.50 ,
MIN. SEPARATION TO ` . '� .` GRASS `\`� I :•5:Y* 1.6% POTABLE. =0.3'% ` ^.} y
'"`"max . TC 21 5 .
404 WETLANDS / - -. __ - _ .. °r.> 20 TP 20.4 , . ,.INV. 12.49
"� ; TC 19.70 TC 21. 1
i % ; 18.65 r t:�;., L: •_. - EIP _ __ -
TOP OF POND = EL 20.0 - �_ -__: - -- v -.._. __ _. _-- _...._ __ _ __ _ _ -- _- _ _ - __ - _- - _ _ _ _ _. _ ,_.. �.... __ _.._ -.- _ _. _ -_ - --- .. _ -_ _ _ _ __ _ _.._ __ .._ .._ ._ _-- - -_ ,9 - _ _ -._ _. __ _. _ _ - }:
a J _ , TP 20 0
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.r . EMERGENCY SPILLWAY -- - -- _ -� _.. __ ._. - - .-- .- --- -- - -- - r: J., J L �i_EZ V!UP-: � :.kr ri - LL ]- "J' _
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I L._... _._. _...... _._...._.__...._._....-._..._._...,.....__y..,.._..-_.._«...._.:'�,-._:..ram:=r,. s.._:..--.::..._._. _.._...._._... _.__......_... _.._ _...._ . _._.......-._....-... _._...._._......._.... ._ ...._._... _._. �. _ ._ . _. _ _ _. j'•..
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FILTER FABRIC ^, ,,-• _ " " NS > 834 OUTER BANKS DR -
_ , 56 LF 18 RCP NOTE: _..
(TIE BACK 12") - ?:)p(DS r; RUCK - `
EXISTING GRADE W/2-FES ®0.5% ALTERNATE CONSTRUCTION ENTRANCE
S; '� "`"HECK "Anil 60' PUBLIC R/W - 20' PAVEMENT (SEE SHEET C1.2 IF UTILIZED"DURING _LE_-
TYPICAL CROSS SECTION1-1­1 - colvsTRucTloly AcmrnEs) -
4 EMERGENCY SPILLWAY 2 DETAIL TOP 18. ii
__ _ .._ ._ __. _ ...- ._. _..- _ _ . __ __ --- _-, _. _ _ --- -- ._. _._ _
��2N.T.S .., _ --. -- -- _.. - - -- -- -. - -- -- -- - - - --- -- ---•- - - -.- -- .-• -- - .- ...- -- -. -. -_. _ . _- - .
- - --- --- - - - I'_ - - Z , - -- -' _.. ___
111�
30 _15 0 30'
Project No. 044 3-11 - DPD CONC LOT 12 1"=30'--0" ommmmmmommi
THS mmmr, IS THE PROPERTY OF THE EAST cmmmA cws%mG. PLLC: ANY USE. REUSE. mmxmm DISPLAY OR SALE OF TINS DRAIN c MITNWT OMEN CONSENT OF TIN: EAST CANUNA CONSULTING. PLLC IS STRICTLY PROHNITED.
I --- FILL AREAS PRIOR TO PLACING FlLL. ANY QUESTIONABLE
S05.15'52"E 148.59' OR UNSUITABLE SOIL CONDITIONS SHALL BE BROUGHT TO
1 NPS THE ATTENTION OF THE ENGINEER.
F.11
' % 2. AFTER STRIPPING TOPSOIL AND PRIOR TO PLACING FILL, IT
I GRAVEL � ' IS RECOMMENDED THAT ALL BUILDING, PARKING AND
,(v NPS , ,' .,q % DRIVEWAY AREAS BE ROLLED WITH A VIBRATORY ROLLER
� EMERGENCY SPILLWAY = EL 19.5 1' -0" t S T O R M WATER S: 1
�' .. -- !DETENTION P O N O s W A L E 5 TO CONSOLIDATE LOOSE SOILS 1N THE UPPER SUBGRADE.
r :�. ', ,'^'.-.,. . A�-MM
= 1 _ „•, - -, I �� ,• COMPACTION TEST RESULTS OF AT LEAST 95 PERCENT OF
_. _ _.-.. FREE BOARD 0 BE
__....; I _ _ _ . _ _._ _ _. _ TEMPORARY POOL EL, 18.5 ( _ r� } ♦ f
THE STANDARD PROCTOR MAXIMUM DRY DENSITY WILL
ORARY P L VOLUME 1'-1 1/2" i �(p < '
t .'� = i REQUIRED PRIOR TO ENGINEER'S APPROVAL FOR FILL
�_ SEDIMENT REMOVAL EL = 17.3$ .--- _ `-INLET INV. 18.5 \SWALE INVERT = (VARIES, SEE PLAN ; ^ V ,i''j / / -' PLACEMENT.
25% SEDIMENT STORAGE = O'-10 1/2 ;'i i; ;• `` '.,. ' t=� J11 / 3. ALL FILL SHALL BE COMPACTED TO AT LEAST 95% OF THE
I-:.. ,
SEDIMENT REMOVAL MARKER POLE '
` - ; 1 " " ; STANDARD PROCTOR MAXIMUM DRY DENSITY ASTM D698 .
. , r , , ; ; ; , ; , ; .� .-- .-- - ._..
- _ _
z _.__... __. `' _ .. :..- 8 -0 X 2 DIA GALV. PIPE W/CAP - - ( )
CLEAN SAND = 0'-4" ':_'. °; €._''-` ' MPORARY POOL VOLUME '_:'t c� "
/.r'-
SEASONAL HIGH WATER TABLE _ " ,._I _ -- _. i.. , - Z (MARK POLE 0 9 ABOVE POND BOTTOM r 3 __ _ _ : " -.� 4. GRADING CONTRACTOR SHALL SEED AND MULCH ALL
UNDISTURBED (12 MIN.} = 1 -8" _ _ F'` = .._z= _ .•`._; SEDIMENT STORAGE AREA TO INDICATE CLEAN -OUT DEPTH) i , ; _ -' DISTURBED AREAS IN ACCORDANCE WITH THE
:...._ .,
;,.:_::;
N ''I "" `"" BOTTOM POND = EL 16.5 NPS �.Y _ _ ' SPECIFICATIONS WITHIN 30 DAYS COMPLETION OF GRADING
- ,
:_ .' ; ;;.`'-.:'_` , �' i 1 • .� WORK. UPON COMPLETION OF THE PROJECT, THE GENERAL
m.4 0 4 W E T L:,A N D S ,' •� ,, CONTRACTOR SHALL INSTALL PERMANENT SEEDING AS
('1STORM WATER INFILTRATION BASIN 1 / - OUTLINED IN THE SPECIFICATIONS. ALL DRAINAGE PIPES
{ ; ' ry, ., � SHALL BE CLEANED BY THE GENERAL CONTRACTOR TO
N 0 R T H I ; `'"' r.-,' 11 REMOVE ANY SEDIMENTS THAT HAVE ACCUMULATED.
�-,N.T.s . � .ti;.;, ,
`I / �' / rr �' .. 5. ALL PLANTING AREAS SHALL BE BACKFILLED WITH TOPSOIL
i j / •, ") AND RAKED DOWN, REMOVING ALL GODS AND ROOTS, AND
/ ,' / ,' ' ; LEFT READY FOR SEEDING AND PLANTING.
l y ` ' /'/ ' , % `t. 6. WATER SERVICE SHALL BE INSTALL BY CITY UPON APPLICATION
VARIES 5'_p» 15'-0"+/- ! I VARIES / / / /f /• I AND PAYMENT OF FEES BY OWNER.
i N') / 'r ! j -.1.. 7. SEWER SERVICE SUBJECT TO CITY OF HAVELOCK FEES AND
i HQ,' / 1 / "- APPLICABLE PERMITTING.
I 1. TEMPORARY POOL VOLUME r' I ; / •t 8. DRAINAGE EASEMENT BORDERS ON THE PROPOSED CLEARING LIMITS
TOP OF POND = EL 20.0 ` x / " 1 \ `' ,'' // (NORTH SIDE), INCLUDES 135' ALONG OUTER BANKS DRIVE AND
EMERGENCY SPILLWAY = EL 19.5 1'-0" %i, S T 0 R M W A T E R ,+� \ \._ 'N. - -• --- - -- - - CONTAINS APPROXIMATELY 40,000 SF.
�' --` 11• `-1•r•=` ~__ 1y ' D E T E N T I 0 N P 0 N D ( C 9. SEE SHEET C3.1 FOR DETAILS RELATED TO THE RE -USE SYSTEM.
_;! __ ,
I ti _ ._ , �. -
R 1 0" .,r :-_� ... _ . �.:.-; FREE BOA D ; '.':, 'ta s E. t; . ✓ r_ k : ,: t
'= ' ' `' TEMPORARY POOL EL. = 18.5 is a. ___ (REFERENCE: APPROVED NPDES PERMIT FOR ADDITIONAL INFORMATION)
110 I / 1
TEM ORARY P VOLUME = 1'-1 1/2" ! -- 'ij ,t."' `\ \ `
_ SEDIMENT REMOVAL EL = 17.38 _ _ INLET INV. 18.5 `� / ,� `tIt( CONSTRUCTION SEQUENCE:
25% "DIENT STORAGE = 0'-10 1/2" • ;, i , -..' -: ;i;�. 1. NIt­­ - --- --- - --- .- __. - __ __ 1. OBTAIN AND POST A COPY OF CERTIFICATE OF SOIL EROSION & SEDIMENT
SEDIMENT REMOVAL MAF2KER POLE / � '_ �CONTROL PLAN APPROVAL. NOTIFY NCDENR DIVISION OF LAND RESOURCES,
z r,' r'r`'- >t 8'-O" X 2" DIA GALV. PIPE W/CAP :/ / WASHINGTON REGIONAL OFFICE PRIOR TO CONSTRUCTION.
>T� '
» r " `� . y_.1 ...� 1 . �... .....-
I .
P : i
SEASONAL HIGH WATER TABLE CLEAN SAND 0 4 ' f. "I :i _ c� (MARK POLE 9 ABOVE POND BOTTOM ., : s / ,5,,. 1.1, ,; ' �. 2 CONSTRUCT DRIVEWAY CONSTRUCTION ENTRANCE AND SILT FENCING ALONG
` UNDISTURBED (12" MIN.) = 1'-8" ;. I, ,, SEDIMENT STORAGEnAREA TO INDICATE CLEAN OUT DEPTH) /
-- --I r -- BOTTOM POND = EL 16.5 ,�pQ
_.- -/11
r _ -! =t :.ram ; �..� t -� .� _ •rr_..
--� N
-.. _
•
17
,•!:I-.
2 STORM WATER INFILTRATION BASIN 2 ., /
COMMON BERMUDA GRASS
20 LBS/ACRE
(UNHULLED)
YEAR ROUND AGRICULTURAL LIMESTONE
2 TONS/ACRE
YEAR ROUND FERTILIZER 10-10-10 ANAYLIS
1000 LBS/ACRE
YEAR ROUND MULCH
YEAR ROUND ANCHOR
TEMPORARY SEEDING:
DATE:
APR 15 - AUG 14 GERMAN MILLET
50 LBS/ACRE
AUG 15 - APR 14 RYE (GRAIN)
50 LBS/ACRE
YEAR ROUND FERTILIZER 10-10-10 ANAYLIS
400 LBS/ACRE
LEGEND.
= PROPERTY LINE
-I I- = WATER MAIN
-•••- = TOP OF BANK
�~- • -- = 404 WETLAND
'w\.- = SILT FENCE
---110- = DRAINAGE FLOW DIRECTION
H = GATE VALVE
*►+ = FIRE HYDRANT
m� =STORM DRAINAGE
■ = CATCH BASIN
=FLARED END SECTION
Og = RIP RAP
---0 = SECURITY FENCE
-- - --- = EXISTING CONTOUR
--tfiz - = PROPOSED CONTOUR
R/W = RIGHT OF WAY
MBL = MINIMUM BUILDING LINE
EP =EDGE PAVEMENT
NPS = NO POINT SET
EIP = EXISTING IRON PIPE
EX. = EXISTING
TP = TELEPHONE PEDESTAL
ELEC = ELECTRICAL
INV. = INVERT
TP =TOP OF PAVEMENT
TC =TOP OF CONCRETE OWNER:
FIE = FINISH ELEVATION DPD PROPERTIES II, LLC
EL = ELEVATION Contact Person: DAVID HARDEE
FF = FINISH FLOOR PO BOX 1639
WINTERVILLE, NC 28590
CELL [phone]
OFFICE [phone]
Email: "dhardee0dpdecc.com"
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Date: 6/09/11
Scale: 1"= 30'
C2.2
Sheet 3 of 5
• f :.. , I, , ' �� '•, i � I . 1. , I I r� ' , � ' 1 , I • it

18" TYP. ON ROADSIDE DITC
2' MIN. ALL OTHER DITCHES
TOP OF BANK BEYOND
#57 WASHED STONE`
FLOW
PLACE RIP RAP UP
SIDES OF DITCH
2' MIN.
ELEVATION
2'
N1 MIN.
1' I, 8'
MIN.' MIN.
SECTION
/— TOP OF WEIR
MR OilWX WKWPON
DITCH SLOPE
�— TOP OF WEIR
(MAX.)
1 CLASS-B STONE
MINUMUM SIZE OF 8",
MAXIMUM. SIZE OF 12"
1 ROCK SILT CHECK DAM
C3.1 N.T.S
NOTEI
EXPANSION JOINTS REQUIRED EVERY 30' MIN.
4'-0'
vAmm Sm Km
.a
6" -
4000 PSI CONCRETE
SECTION
5 VALLEY GUTTER
DETAIL
C3.1 N.T.S
2-0'
s' 1'-s•
3' R.
m 4=:'::i• t�
m PSI
CONCRM
SECTION
6 CURB AND GUTTER DETAIL
C3.1 N.T.S
4000 PSI CONCRETE
BROOM FINISH
6x6 W3.5xW3.5
WELDED WIRE MESH
1TI�111�-=1 l =
COMPACTED FILL
NON -EXTRUDING
FILLER MATERIAL
CONSTRUCTION ENTRANCE DETAIL
N.T.S
WRAP RIP -RAP BEHIND
FES OUTLET POINT
FLOW FES
FLOW
FES
4xD (OR 10' MIN.)
2
1 r— 1
r
PLAN VIEW
CU
SECTION
V
FLOW
N.C.D.O.T. d50 STONE SIZE OF 8"
MAXIMUM SIZE OF 12"
1
RIP RAP 3' MIN. UP
EACH SIDE SLOPE
7��F��
7 RIP RAP APRON DETAIL
C3.1 N.T.S
SEAL W/ POLYSULFIDE BROOM FINISH
1/2" JOINT SEALANT OR EQUIV.
BOND BREAKER MATERIAL
3/8" EXPANSION CAP
1-1.I (7. 1 I ICI
3/4p MIN.
1" 0 SMOOTH DOWEL COMPACTED SUBGRADE-
BAR 18" LONG (9" EACH SIDE)
AT 18" O.C., THIS SIDE
LUBRICATED
10 CONTRACTION JOINT
C3.1 N.T.S
'ro ject No. 044 3-11 — DPD CONC LOT 12
MS MAWW IS THE PROPERTY OF THE EAST CMWNA OONS IW06 PUG. ANY USL REUSE. REPRaW 71M DISPLAY OR SALE OF TNIS DRAW40 MITHOUT WTTEN CONSENT OF THE EAST CAWOLNA O WSLUNO. PU-C IS STRICTLY
4000 PSI CONCRETE
2X FORM BOARD -RIP
DOWN TO ALLOW WIRE
MESH TO BE CONTINUOUS
THROUGH JOINT.
6x6 W3.5xW3.5 ALLOW MESH TO EXTEND
WELDED WIRE MESH A MIN. 3' BEYOND FORM
11 CONSTRUCTION JOINT
C3.1 N.T.S
WIDTH VARIES
FINISH GRADE
�IIIII—
I DEPTHL:jI l I r- I VARIES Al
I 5-�
(----+�— 1' BOTTOM
NOTE:
1. SEE SEEDING SCHEDULE,
3 ROADSIDE SWALE DETAIL
C3.1 N.T.S
1 1►Ir11CT IOOCf►
L-1 /2Ax4" FIBER EXPANSION
JOINT MATERIAL
REQUIRED WHEN WALK
ABUTS RIGID STRUCTURES
2-#5 REBAR
18"
. 18"
8 TYPICAL CONCRETE SECTON
C3.1 N.T.S
3'-0'
3'-0'
�•..•�..� f'..1�.l1 A T TflY1
DIA. PIPE,
_L WITH CONC.
DIA, x 3'-6'
NC. FOOTING
4 BOLLARD DETAIL
C3.1 N.T.S
8" COMPACTED ABC
SUBGRADE
GRAVEL AREAS
8" - 3000 PSI CONCRETE
ALTERNATE COMPACTED ABC
(SECTION DEPTH TO BE
DETERMINED BY OWNER)
VI.VIuo IVI%Lj L-w
SUBGRADE
PAVED AREAS
TYPICAL PAVEMENT SECTION
C3.1 / N.T.S
3
1" SCH 40 PVC
SECTION - RE -USE LINE 0 BASIN-3
'Ir cmu
B A S I N- 1
rJ M
SAW CUT & POURE 6 1-6 a
JOINT FILLER T PROPOSED ELEV, g
REFERENCE POINT PUMP, CONTROLS, ETC.
FINISH PAVEMENT BY OWNER.
• PUMP ENCLOSURE
BY OWNER.
ELEVATION 1" SCH 40 PVC
TO WASHDOWN AREA
do SILO SUPPLY LINE
PLAN VIEW - RE -USE PUMP
12 CURB TAPER DETAIL
C3.1 N.T.S
RE —USE PUMP & SYSTEM DETAIL
N.T.S
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Checked: HGN
Approved: DS
Date: 6/09/11
Scale: NONE
C3.1
Sheet 4 of 5

ZL
W
W
10' CENTER OF POST TO
CENTER OF POST (MAXIMUM)
SUPPORT ARM W/3
STRANDS OF BARBED
TOP RAIL OR TENSION WIRE
WIRE, AS SPECIFIED -�
GATE POST
GATE
LEAF
WIDTH
GATE
POST
(OD)
FABRIC
HEIGHT
'A'
DIAM
'B'
DEPTH
'C'
POST
EMBED,
3' TO 6'
2785'
3' TO 5'
'
38'
36'
6' TO 9'
_
4'
42'
40'
10' TO 0
46'
44'
7' TO 12'
41100'
3' TO 5'
14'
1 38'
36'
6' TO 9'
6'
42'
1
40'
10' TO 0
8'
1 46'
44'
13'
1 6b25'
8'4
6'
1 42'
40'
BOTTOM RAIL OR TENSION
WIRE, AS SPECIFIED -
GRADE
LINE AND TERMINAL POSTS
FABRIC
HEIGHT
TYPE
POST
'A'
DIAM
'B'
DEPTH
'C' POST
EMBEDMENT
T-0' TO 4'-V
LINE
6'
26'
24'
E ZND
0'
32'
30'
5'-0'
L
81
32'
30'
IRNDK
10,
32'
30'
6'-V TO 9'-0'
LINE
12,
38'
36'
EMRK
12'
38'
36'
TO 12'-V
LIt
18,
38'
36'
18'
38'
36'
IT-0' TO 181-V
LINE
24'
42'
40'
[NAL
1 24'
1 42`
1 40'
NOTE. TERMINAL POSTS INCLUDE END, CORNER, AND PULL POSTS
SERVIT CONNECTOR
BURNDY CAT. NO.
KSU23 OR EQUIVALENT
FE
SERVIT CONNECTOR---,,
BURNDY CAT. NO.
KSU23 OR EQUIVALENT
DIA, OF
POST AS
SPECIFIED
'\\>�a�\y
CONCRETE
FOOTING
TYPICAL CHAIN LINK FENCE DETAIL
PAINT OR SPRAY ALL GROUND CONNECTIONS
WITH RUST -PREVENTIVE COATING, SANCHEM
CO.NO-OX-ID OR EQUIVALENT
MA
MA MA MA
•���•�•�•�•�•�•�•�•�•�•�•'�♦�'{�� it
1�
WHERE INDICATED ON PLANS,-'
PROVIDE #4 INSULATED COPPER (J
CABLE TO BUILDING GROUND 4 ° a
LOOP OR #4 GALVANIZED
STEEL WIRE TO OPPOSITE SIDE
OF CRASH OUT GATE L 3/4" GALVANIZED
GROUND ROD
GATE
-GROUND CONNECTOR
BURNDY "GD" SERIES
GRADD CONNECTOR
BURNDY "GG" SERIES
-FINISH GRADE
1 4"xl 1 2" FLEXIBLE COPPER BRAID
NO.4 WASHBURN AND MOEN OR
LARGER GALVANIZED STEEL WIRE.
EXTEND TO OTHER SIDE OF
REMOVABLE FENCE OR GATE
OPENING AND BOND TO FENCE
SIMILAR TO THIS DETAIL
EXCEPT W/O GROUND ROD.
TYPICAL FENCE GATE GROUNDING DETAIL
SECURITY FENCE DETAILS
C3.2 N.T.S
A
to
2" TE
2" GATE
2" SCH 40 PVC
WATER MAIN -\
27" +/—
PLAN VIEW
UNION
2" 90' BEND
HE
PRECAST CONCRETE VAULT
OR EQUAL
(ID = 4'-0" X 3'-O" X 2"-6" DEPTH)
GATE VALVE BOX
(TYP. EA G.V.)
ALUMINUM
ACCESS HATCH
4ISHGRADE
_.1�._._.:__:._-_- ____.__.._......---.._._-.._.................
17 1 ;
8"
WATTS SERIES 007
DOUBLE CHECK VALVE ASSEMBLY
MODEL 007M1QT-S-i
2" TEE
2" GATE VALVE
SUMP PIT
W/ DRAIN
SECTION A -A
9
2" SCH 40 1
WATER MAIN
NOTES:
1. VAULT TO BE CONSTRUCTED
OF REINFORCED CONCRETE OR
REINFORCED MASONRY BLOCK.
2. FITTINGS, BOLTS, ETC. TO BE
PAINTED WITH AN APPROVED
BITUMINOUS COATING.
3. ALL PIPING AND FITTINGS INSIDE
VAULT SHALL BE GALVANIZED.
4. SUBMIT CUT SHEETS ON ALL
ITEMS TO ENGINEER PRIOR
TO CONSTRUCTION.
BACKFLOW PREVENTER DETAIL
C3.21 N.T.S
A
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Drawn: DS/HGN
Design: DS
Checked: HGN
Approved: DS
Date: 6/22/11
Scale: NONE
Project No. 044 3-11 — DPD CONIC LOT 12
TWS ORAVANG IS THE PROPERTY OF THE EAST CAROLINA CONSULTING. PLLC. ANY USE. REUSE. REPRODUCTION, DISPLAY OR SALE OF THS DRAWANG WITHOUT WRITTEN CONSENT OF THE EAST CAROLINA CONSULTING. PLLC IS STRICTLY
C3.2
Sheet 5 of 5