SW8130907_HISTORICAL FILE_20131009

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 Yoc° 01
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2D13 to 09
YYYYMMDD

. , NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM
Director
October 9. 2013
Pat McCrory, Governor
John E. Skvarla, III, Secretary
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 25842
Subject: State Stormwater Management Permit No. SW8 130907
Parking Lot Addition Building 313
High Density Commercial Wet Detention Pond Project
Onslow County
Dear-Mr_-P-asil:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for the Parking Lot Addition to Building 313 on October 8, 2013. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
_Stormwater Regulations set forth_ in Title_15A NCAC 2H.1_000_and _Session Law 2008_211. We
are forwarding PermifNb. SW8-130907 dafed'October 8, r-2013, fothe const�uctiori;-operation
and maintenance of the BMP's and built -upon areas associated with the subject project.
This permit shall be effective from the date of issuance until October 9, 2021, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, procedures for changes of ownership, transferring the permit,
and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions,to transfer the
permit, or to renew the permit, 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 by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150E of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at WWW.NCOAH.com.
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
Christine Nelson in the Wilmington Regional Office, at [phone].
Sinc rely,
eTrcy DaOvis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/ can: S:\WQS\Stormwater\Permits & Projects\2013\130907 HD\2013 10 permit 130907
cc: Joe Avolis, Avolis Engineering
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 130907
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL 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
MCB Camp Lejeune
Parking Lot Addition, Building 313
Building 313, H St., Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one (1) wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively
referred to as the "stormwater rules') the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the
Division and considered a part of this permit.
This permit shall be effective from the date of issuance until October 9, 2021, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
This stormwater system has been approved for the management of stormwater runoff
as described in Section 1.8 of this permit. The stormwater control has been designed
to handle the runoff from 16,502 square feet of impervious area.
A 50' wide vegetative buffer must be provided and maintained adjacent surface
waters, measured horizontally from and perpendicular to the normal pool of
impounded structures, the top of bank of both sides of streams and rivers and the
mean high water line of tidal waters.
4. A vegetated filter strip is not required for this pond as it has been designed for a 90%
total suspended solids removal efficiency.
5. The tract will be limited to the amount of built -upon area indicated in this permit, and
per approved plans. This permit does not provide any allocation of built -upon area for
future development.
6. 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.
7. The runoff from all built -upon area within the permitted drainage area(s) of this project
must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 130907
The following design criteria have been provided in the wet detention pond and must
be maintained at design condition:
a. Drainage Area, ?cres:
Onsite, ft :
Offsite, ft2:
b. Total Impervioul Surfaces, ft2:
Onsite, ft :
Offsite, ft2:
C. Design Storm, inches:
d. Average Pond Design Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSI�:
g. Permanent Pool Surface Area, ft
h. Permanent Pool Volume, ft3:
i. Permitted Storage Volume, ft3:
j. Temporary Storage Elevation, FMSL:
k. Pre-dev. 1 yr-24 hr. discharge rate, cfs:
I. Controlling Orifice:
m. Orifice flowrate, cfs:
n. Permitted Forebay Volume, ft3:
o. Fountain Horsepower
P. Receiving Stream/River Basin:
q. Stream Index Number:
r. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
0.58
25,107
0
16,502
16,502
0
1.5
3.0
90%
7.00
2,732
4,840
2,725
7.75
0.03
0.75"0 pipe
0.01
951
n/a
New River / White Oak
19-(15.5)
"Sc, NSW"
1. 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 signed
and approved Operation and Maintenance Agreement must be followed in its entirety
and maintenance must occur at the scheduled intervals.
4. Records of maintenance activities must be kept and made available upon request to
authorized personnel of DENR. The records will indicate the date, activity, name of
person performing the work and what actions were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system as
the permanent pool volume is less than 30,000 ft3.
6. The facilities shall be constructed in accordance with the conditions of this permit, the
approved plans and specifications, and other supporting data.
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 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. 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.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 130907
9. Access to the stormwater facilities for inspection and maintenance shall be maintained
via appropriate recorded easements at all times.
10. 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. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, 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.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any future BUA listed on the application.
11. 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.
12. Approved plans and specifications for this project are incorporated by reference and
are enforceable parts of the permit. A copy of the approved plans and specifications
shall be maintained on file by the Permittee at all times.
III. GENERAL CONDITIONS
1. Any individual or entity found to be in noncompliance with the provisions of this
storrmwater management permit or the requirements of the Stormwater rules is
subject to enforcement procedures as set forth in G.S. 143 Article 21.
2. 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.
3. In the event that the facilities fail to perform satisfactorily, 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.
4. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation as
listed on the form, to the Division at least 60 days prior to any one or more of the
following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 130907
5. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer request.
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 remains in force and effect until modified, revoked, terminated or renewed.
The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and re -issuance or termination does
not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the gth day of October, 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of nergy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 130907
Parking Lot Addition, Building 313
Stormwater Permit No. SW8 130907
Onslow County
Designer's Certification
I, , 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 specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 130907
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount
of built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
11. The permitted amounts of surface area and/or volume have been provided.
12. Required drawdown devices are correctly sized and located per the approved
plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
15. The required system dimensions are provided per the approved plans.
16. All components of the stormwater BMP are located in either recorded common
areas, or recorded easements.
cc: NCDENR-DEMLR Wilmington Regional Office
Page 7 of 7

'
DWQ USE ONLY
Date Received
Fee raid
JPermit Number
Applicable Rules: ❑ Coastal SW - ] 5
❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Parking Lot Addition, Building 313
2. Location of Project (street address):
Building 313, "H" Street
City: MCB Camp Lejeune County: Onslow Zip: 28547
3. Directions to project (from nearest major intersection):
Project is located at Buildign 313 at "H" Street and 750 feet southwest of the intersection of McHugh
Boulevard and "H" Street
4. Latitude:34° 39' 43" N Longitude:77° 21' 00" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New []Modification ❑ Renewal w/ Modification[
t Renernals with modifications also requires SWU-102 - Reneinal Application Form
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) and the status of
construction: ❑Not Started ❑Partially Completed* ® Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control: 1.5 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 2012-200, Part VI: httl2:/Iportal.ncdenr.org/web/wq/ws/su/statesw/rules laws
1,EE0VE
r
Form SWU-101 Version 06Aug2012 Page I of 6 j! 5❑a 1 1 2013
j'l

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: Commanding Officer - MCB Camp Lejeune. North Carolina
Signing Official & Title: Neal Paul, Deputy Public Works Director
b.Contact information for person listed in item I above:
Street Address:1005 Michael Road
City: Camp Lejeune State:NC Zip:28547
Mailing Address (if applicable):
Phone: (910 ) 450-5803 Fax: (910 ) 451-2927
Email:[e-mail]
c. Please check the appropriate box. The applicant listed above is:
❑ The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property
Signing Official &
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:
-- Phone: ( )
Email:
State: Zip:
-... Fax: ( )
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: David Towler, EI/Public Works
Signing Official & Title: Neal Paul, Deputy Public Works Director
b.Contact information for person listed in item 3a above:
Mailing Address:1005 Michael Road
City:Camp Lejeune State:NC Zip:28547
Phone: (910 ) 450-5803
Email:[e-mail]
4. Local jurisdiction for building permits:
Fax: (910 ) 451-2927
Point of Contact: Phone #:
Form SWU-101 Version 06Aug2012 Page 2 of 6
6u SEP 1 1 2013 ft v
�l

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Stormwater runoff will be treated in a wet detention pond sized for 90% TSS removal.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 0.58 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':0.58 acres
Total project area shall be calculated to exclude the following the normal 001 of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NSW) line or Mean High Water
(MHW) litre, and coastal wetlands landward from the NHW (or MHW) litre. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlannds landward of the NHW (or MHW) line nuay
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 65.73 %
9. How many drainage areas does the project have? 1 (For high densihj, count I for each proposed engineered
stornnVater BMP. For low density and other projects, use I for tlue whole properhd area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
Receiving Stream Name
New River
Stream Class *
SC; NSW
Stream Index Number *
19-(15.5)
Total Drainage Area (sf)
25,107
On -site Drainage Area (sf)
25,107
Off -site Drainage Area (sf)
0
Proposed Impervious Area** (so
16,502
% Impervious Area** total
65.73
Impervious— Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area _
On -site Buildings/Lots (so
0
On -site Streets (so
0
On -site Parking (so
15,860
On -site Sidewalks (sf)
0
Other on -site (so
0
Future (so
0
Off -site (so
0
Existing BUA*** (so
642
Total (so:
1 16,502
* Stremn Class and Index Number call be determined at: lntty://nortal.nedeur.org oeb/wq(pslcsu/classifications
Impervious area is defined as tlue built upon area including, bat not limited to, buildings, roadsrSEP
n`g IN �I E
sidewalks, grovel areas, etc. � 2 4 2013
Form SWU-101 Version 06Aug2012 Page 3 of 6

'"Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation.
Field Visit and Topographic Survey
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state storm water management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from htti)://oortal.ncdenr.ore/web/wo/ws/su/bmv-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.nccienr.org/web/wq/ws/su/statesw/forms does. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at littp://portal.ncdenr.org/web/wq/ws/su/maw.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package fromhttp://portaLnccienr,org/web/wq/ws/su/statesw/forms does.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective CovenantsY
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or they v
receiving stream drains to class SA waters within ih mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy). --=
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans. �-- _
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations. �� t+-: el V E +j
o. Drainage areas delineated (included in the main set of plans, not as a separate document). g it
p. Vegetated buffers (where required). SEP 11 2013
Form SWU-101 Version 06Aug2012 Page 4 of 6
I;Y;

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHINT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: Military. Page No: li>AA�y
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC N/ /
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 21-1.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http://www.secreta[y.state.nc.us/Corporations/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wg/ws/su/statesw/forms does.Download the latest versions for each
submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Joseph C. Avolis, PE
Consulting Firm: Avolis Engineering, PA
Mailing Address:P.O. Box 15564
City:New Bern State:NC Zip:28561
Phone: [phone]
Email:[e-mail]
Fax: [phone]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
1, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or hjpe name of person
listed in Contact Information, item la) with (print or hjpe name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
tL
Form SWU-101 Version 06Aug2012 Page 5 of 6
SEP 11 2013z,
BY:

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
a Notary Public for the State of
, do hereby certify that
before me this _ day of
County of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
X. APPLICANT'S CERTIFICATION
I, (print or hJpe name of person listed in Contact Information, item 1a) Neal Paul
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covens will be recorded, a d that the proposed project complies with the requirements of the
applicable stormwqvCer/ ules under IAA NC#C 2I-I .1000 and any other applicable state stormwater requirements.
Sign ature: / Date:
1, ' a U Notafg Public for ire State of County of
lJV \�1U V` _ do hereby certify that 711 I
before me this C, day of
a stormwater permit. Witness my hand and official
NnTARY PUBLIC
Ory;,L0,4 COUNTY
STATE OF
TEAL
due
personally appeared
Vly commission expires 15 1 • ` m [�
Form SWU-101 Version 06Aug2012 Page 6 of 6
nri,Estm?rs` id ,i
SEP 1 1 20B
tlY.

MEMORY TRANSMISSION REPORT
TIME :10-09-2013 11:27
FAX NO.1
NAME
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
555
10.09 11:22
e 912526336507
8
10.09 11:24
10.09 11:27
8
OK
—SUCCESSFUL TX NOTICE'
Sfalo of NOR6 Carolwn
f)aparf man( o! Bnvlrov man! eod Na(ural Ra�ou rcw
wnmin¢mn Ra¢mna omaa
Pnr McCrory. Covarnor FAX COVER 9HE8'T JOAn S ShvoNo I!! Secr'afary
C9101 796-')"336
Pnx: —FPS 2'--G� �✓O / Fnx: (Y 101350-2UOQ
127 Orlve NC 2vf0J . (910) -196-'121J - A B .., A. 0— Nm ploys'

Pal McCrory, Governor
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
FAX COVER SHEET John ESkvarla III, Secretary
Date: /'00 �— , /
To: ,ToE �kl S
Cc: A�oLi s/Z:/7! //'17 eel -
Fax: 9
2 Z C��J 4 5Q
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
-z � — %r��r°o�sy i; /'G , .
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
FILE NO.
DATE
TO
DOCUMENT PAGES
START TIME
END TIME
PAGES SENT
STATUS
554
10.09 11:21
a 919104512927
8
10.09 11:21
10.09 11:23
8
OK
TIME
FAX NO.1
NAME
'SUCCESSFUL TX NOTICE-
10-09-2013 11:24
Stntn n! NortL Cnrollnn
Department o(1Lnvtroo man[ and Natuot Renourun
Wtlm tngton Rngto nat OMae
PofM C}aryGovarnnr FAX COVLrR SIIY'.BT JOFn 6SkvoAn O! Secretary
-rn: i!/E.�G �i9UG Prom: I-r'aem r
12'1 Cv d4�n1 Onve 6xtenf lon- WilmiryponNC 2gM5 � (910) ")96-7211 � M Gqu nl ppponunay ATrmnn vn Ae11nn rimployer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET
Date: 1j%
TO:
Co:
Fax:
Re:
i�i
John E Skvarla 111, Secretary
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
Cd9 . I:j�/,
--
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

Nelson, Christine
From: Avolis Engineering, P.A. [[e-mail]]
Sent: Tuesday, October 08, 2013 4:28 PM
To:' Nelson, Christine
Subject: Re: request for additional info - 313 parking addition
Yes; please!
Thanks,
Joseph C. Avolis, PE
avolisengineering(a,)embargmail.com
Avolis Engineering, PA
252.633.0068
From: Nelson..Christine
Sent: Tuesday, October 08, 2013 4:16 PM
To: Avolis Engineering. P.A.
,Subject; RE: request for additional info - 313 parking_addition _
Thank you! Do 1 have your permission to update the supplement to reflect the new drawdown time?
Christine
Email correspondence to and from this address is 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.
From: Avolis Engineering, P.A. [mailto:[e-mail]]
Sent: Tuesday, October 08, 2013 11:12 AM
To: Nelson, Christine
Subject: Re: request for additional info - 313 parking addition
Christine,
I think I've got it now. Sending Bldg 1747 next.
Joe Avolis, PE
avolisengineering(a)embargmail.com
Avolis Engineering, PA
252.633.0068
From: Nelson, Christine
Senti Tuesday, October 08, 2013,10:02 AM
To: Avolis Engineering. P.A.
!Subject; RE: request for additional info - 313 parking addition
Joe,
Thanks, I saw the changes to page 8. The problem with the equation on page 8 is that it uses the 2inch storm volume,
not the minimum required volume from the 1.5" storm as required by the rules. The equation on Page 7 also needs to
reflect the 7.75' to demonstrate that the minimum required volume (1.5" storm) will drawdown in 2-5 days using the full
head (7.75-7).
Hope this helps to clarify things.
Christine

Nelson, Christine
From: Avolis Engineering, P.A. [[e-mail]]
Sent: Tuesday, October 08, 2013 11:12 AM
To: Nelson, Christine
Subject: Re: request for additional info - 313 parking addition
Attachments: 313 Parking Addition.pdf
Christine,
I think I've got it now. Sending Bldg 1747 next.
Joe Avolis, PE
avolisengineering(g)embargmail.com
Avolis Engineering, PA
252.633.0068
From: Nelson Christine
Seat: Tuesday, October 08, 2013 10:02 AM
To: Avolis Engineering. P.A.
Subject: RE: request for additional info.- 313 parking addition .
Joe,
Thanks, I saw the changes to page 8. The problem with the equation on page 8 is that it uses the 2inch storm volume,
not the minimum required volume from the 1.5" storm as required by the rules. The equation on Page 7 also needs to
reflect the 7.75' to demonstrate that the minimum required volume (1.5" storm) will drawdown in 2-5 days using the full
head (7.75-7).
Hope this helps to clarify things.
Christine
Email correspondence to and from this address is 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.
From: Avolis Engineering, P.A. [mailto:avolisengineering(a)embaromail.com]
Sent: Monday, October 07, 2013 8:50 AM
To: Nelson, Christine
Subject: Re: request for additional info - 313 parking addition
Christine:
Please take a look at the top of page 8 of the calculations where the drawdown is also calculated using the 7.75' elevation
referred to. The corresponding drawdown time of 4.2 days is also what is reported on page 2 of the supplement. The
page 7 calculation using the 7.58' elevation demonstrates that the orifice draws down satisfactorily for both the 1.5 and
2.0 rainfall events. This looks like the information you may be looking for?
Sincerely,
Joe
From: Nelson. Christine
Sent:j Friday, October 04, 2013 12:35 PM
To:'Ayolis Engineering, P.A.
Cc: Russell. ]anet
iSubje :_ RE request for additional info_-313 parking addition
1

'Nelson, Christine
From: Nelson, Christine
Sent: Friday, October 04, 2013 12:35 PM
To: 'Avolis Engineering, P.A.'
Cc: Russell, Janet
Subject: RE: request for additional info - 313 parking addition
Attachments: Average Head & Drawdown Calculation.pdf
Joe,
You are still using the wrong elevation in the drawdown talcs on page 7 of the revised calculations. Instead of 7.58, you
should be using 7.75. The drawdown talcs should be based on the provided head for the next available outlet along
with the minimum required volume. I have attached an old drawing that may help.
Please let me know if you have questions. (If I remember correctly, this is one of the items I mentioned that also needs
to be fixed on the 1747 project) Can you e-mail the updated page of the talcs and supplement for 313? The plans
shouldn't change, right?
Thanks,
Christine
Email correspondence to and from this address is 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.
From: Nelson, Christine
Sent: Monday, September 30, 2013 3:46 PM
To: 'Avolis Engineering, P.A.'; '[e-mail]'
Cc: Russell, Janet
Subject: RE: request for additional info - 313 parking addition
Joe,
There are few items that required a second request for additional information for this project (attached). Please try to
submit the corrected items by October 4`'.
Thanks,
Christine
Emoi) correspondence to and from this address is subject to the North Carolina Public Records Low
and may be disclosed to third parties unless the content is exempt by statute or other regulation.
From: Nelson, Christine
Sent: Friday, September 20, 2013 12:31 PM
To: 'Avolis Engineering, P.A.'; thomas.bradshaw(&usmc.mil
Cc: Russell, Janet
Subject: request for additional info - 313 parking addition
Joe,
Here's the request for additional information for the parking lot addition to Building 313. There are a few mismatched
numbers that need to be worked out. Please try to submit the corrected items by September 27, 2013.
Thanks!
Christine
** Please note the new direct phone number **
Christine Nelson

Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct:910-796-7345 / Main:910-796-2512 / Fax:[phone]
Email correspondence to and from this address is 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.

EXAMPLE AVERAGE HEAD / DRAWDOWN
CALCULATION
(with outlet set above the calculated min. Temp. Pool Elevation)
Given: Required volume to store = 25,000 cubic feet
Permanent Pool Elevation = 10.0
Calculated minimum 1" storage elevation = 11.35
Outlet weir set at elevation 13.0 (Temporary Pool Elevation)
Total Head, H, = (13.0 - 10.0) = 3.0
Average Head ='/ (3. 0) = 1.0' (Approximate)
Q2 (2 day flowrate) = 25,000 / 172,800 = .145 cfs
Q5 (5 day flowrate) = 25,000 / 432,000 = .058 cfs
Rearrange the orifice equation and solve for Area:
A = Q / (Cd (2gh)05) where
A is the orifice area in square feet
Q is the 2 and 5 day flowrates, ofs
Cd is 0.6
g = 32.2 ft/s2
And h = average head, feet
A2 for the 2 day flowrate = .145 / (.6 (2'32.2`1.0)0S) = .0301 ft2
A5 for the 5 day flowrate = .058 / (.6 (2-32.2'1.0)05) = .0120 ft2
.0301 x 144 in2/ft2 = 4.33 square inches
.0120 x 144 in2/ft2 = 1.73 square inches
Solving for the radius, R and diameter D:
A=TrxR2 R=(A/Tr)o.5 ,
R2 = (4.33 / Tr)" = 1.17 inches D2 = 2R2 = 2.35 inches
R5 = (1.73 / Tr)0'6 = 0.74 inches Ds = 2R5 = 1.48 inches
P?PE_ =10.0
EXAMPLE AVERAGE HEAD / DRAWDOWN
CALCULATION
(with outlet set at the calculated min. Temp. Pool Elevation)
Given: Required volume to store = 25,000 cubic feet
Permanent pool Elevation = 10.0
Calculated minimum 1" storage elevation = 11.35
Outlet weir set at elevation 11.35 (Temporary Pool Elevation)
Total Head, H, = (11.35 - 10.0) = 1.35 feet
Average Head, h, _'/ (1.35) = 0.45' (Approximate)
Q2 (2 day flowrate) = 25,000 1172,800 = .145 cfs
Q5 (5 day flowrate) = 25,000 / 432,000 = .058 cfs
Rearrange the orifice equation and solve for Area:
A = Q / (Cd (2gh)05) where
A is the orifice area in square feet
Q is the 2 and 5 day flowrates, cfs
Cd is 0.6
g = 32.2 f /$2
And h = average head, feet
A2 for the 2 day flowrate = .145 / (.6 (2'32.2"0.45)05) = .045 ft2
A5 for the 5 day flowrate = .058 / (.6 (2'32.2'0.45)05) = .018 ft2
.045 x 144 in2/ft2 = 6.46 square inches
.018 x 144 in2/ft2 = 2.59 square inches
Solving for the radius, R and diameter D:
A = Tr x R2 R'= (A / Tr)0.5
R2 = (6.46 / Tr)05 = 1.43 inches D2 = 2R2 = 2.87 inches
R5 = (2.59 / Tr)0 5 = 0.907 inches D5 = 2R5 = 1.81 inches
5:%WcQS\ 9tormwa+er\ Guid2nce\
T.P.E.=11.35
10.0

AVOLIS ENGINEERING, P.A.
P.O. Box 15564 - New Bern, North Carolina 28561 - Office: 252.633.0068
October 2, 2013
Ms. Christine Nelson
Environmental Engineer
State Stormwater program
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Additional Information, Stormwater Project No. SW8 130907, Parking Lot Addition,
Building 313
Dear Christine:
Enclosed please find revised documents in response to your add info request of
September 30, 2013.
1. 1 have adjusted the temporary pool elevation to 7.75' in response to an error associated
with the volume table (0.5' increments vs. 1.0' increments). The temporary pool area is
2,725 SF. See calculation pages 5 &6 for clarification.
2. See top of calculation sheet 8/12 for drawdown time for the temporary pool elevation
of 7.75'. The drawdown time is 4.2 days.
3. 1 have changed the forebay volume calculations to adjust for the error of using a 0.5'
vs. 1.0' increment. This change also carried over to the % forebay volume which was
also adjusted on the supplement.
4. With the lowered temporary pool to 7.75' vs. 8.0', I also changed the weir elevation.
have attached revised plan sheets with this change along with the pond volume data and
pool level data. I also rerouted the storms to show that the pond could still handle the
design storms, which it does. The only significant change is that the 10-yr stage is now
down from 8.14' to 8.0'.
We appreciate your assistance with this project. Should you have any questions, please
do not hesitate to give me a call.
Sincer 9
is, I
P esid nt
FCF-E -fE
OCT 0 3 2013
�x
UY:
Email: [e-mail] Fax: [phone]

tRe`visedlStormwater Calculations
Construct Parking Lots, Hadnot Point & French Creek, Building 313
Permit No. SW8130907
Marine Corps Base
Camp Lejeune, NC
Prepared by:
Avolis Engineering, PA
PO Box 15564
New Bern, NC 28561
[phone]
FAX [phone]
October 2, 2013
ECEIVE 1
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OCT: 0*3 2013
BY:

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-� OCT 0 3 2013
BY:___

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Z. F!. x : - .:-r4ok UA)Ci2EYE. Nic l-It MCI OP- .
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OCT ,0 3 2013
BY:.
lz

Hydrograph Summary Report-:
Page 1
Hyd.
No.
,Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Return
period
(Yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
0.00
2
1324
33
1
—
PRE-DEV
2
SCS Runoff
0.94
2
724
2,861
1
—
POST-DEV BEFORE PO
3
SCS Runoff
2.72
2
724
8,158
10
—
10-YR POST BEFORE
4
Reservoir
0.01
2
1416
137
1
2
7.76
2,765
POST-DEV AFTER PON
5
Reservoir
0.75
2
744
5,433
10
3
8.00
3,775
POST-DEV 10-YR
Proj. file: 13044-BIdg313.GPW
FIDF file: NEW BERN.IDF
Run date: 10-02-2013
t %-V C g V Ems.
p' OCT 0 3 20B
lBY:

?._�R�-, 74-
1 - SCS Runoff -1 Yr - Qp = 0.00 cfs
0.0025
0.0020
u) 0.0015
c
0.0010
0.0005
0.0000
0 5 10 15 20 25
Time (hrs)
/ Hyd. 1
rz•- EIVE
F
OCT 0 3 2M

2 - SCS Runoff -1 Yr - Qp = 0.94 cfs
1.
0.8
w 0.6
CY
0.4
0.2
0.0
0 5 10 15 20 25
Time (hrs)
/ Hyd. 2
4� OCT 0 3 2013
BY:- -

rip)
3 SCS Runoff - 10 Yr - Qp = 2.72 cfs
3.0-
2.5-
2.0-
1.5-
CY
1.0--
0.5-- --
0.01
0 5 10 15 20 25
Time (hrs)
/ Hyd. 3
ECEIVE
OCT 0 3 2M

ENT
4 - Reservoir -1 Yr - Qp = 0.01 cfs
1.
0.8
0.6
CY
0.4
0.2
0.0
0 5 10 15 20 25 30
Time (hrs)
/ Hyd. 2 / Hyd. 4
ECESVEf
OCT 0 3 1013
BY: _

5 - Reservoir -10 Yr - Qp = 0.75 cfs
3.0
2.
2.
N
w
1.5
1.
0.5
0.0
0 5 10 15 20 25 30
Time (hrs)
/ Hyd. 3 / Hyd. 5
E E5VE'
" OCT 0 3 2013
BY:

Reservoir Report Pegs,
English
Reservoir No. 1 - BLDG313
Pond Data
Pond storage is based on known contour areas
Stage I Storage Table
Stage
ft
0.00
0.50
1.00
2.00
3.00
4.00
Elevation
ft
7.00
7.50
8.00
9.00
10.00
11.00
Contour area Incr. Storage Total storage
sqft cult cuft
2,732 0 0
3,979 1,678 1,678
4,393 2,093 3,771
5,277 4,835 8,606
6,235 5,756 14,362
7,268 6,752 21,113
Culvert I Orifice Structures
Weir Structures
[A]
[B] [C]
[D]
[A]
[B]
[C]
[D]
Rise in
= 15.0
0.8 0.0
0.0
Crest Len ft = 2.0
0.0
0.0
0.0
Span in
= 15.0
0.7 0.0
0.0
Crest El. ft = 7.75
0.00
0.00
0.00
No. Barrels
= 1
11 0
0
Weir Coeff. = 3.00
0.00
0.00
0.00
Invert El. ft
= 7.80
8.00 0.00
0.00
Eqn. Exp. = 1.50
0.00
0.00
0.00
Length ft
= 40.0
0.0 0.0
0.0
Multi -Stage = No
No
No
No
Slope %
= 0.50
1.00 0.00
0.00
N-Value
= .024
.013 .000
.000
Orif. Coeff.
= 0.60
0.60 0.00
0.00
Multi -Stage
= -
Yes No
No
Tailwater Elevation =
0.00 ft
Note: All outflows have been analyzed under
inlet and
outlet control.
Stage I Storage / Discharge Table
Stage Storage Elevation Clv A
Clv B Clv C Clv D Wr A Wr B
Wr C
Wr D
Discharge
ft cuft
ft
cfs
cfs cfs
cfs cfs cfs
cfs
cfs
cfs
0.00 0
7.00
0.00
0.00 -
- 0.00 -
-
-
0.00
0.05 168
7.05
0.00
0.00 -
- 0.00 -
-
-
0.00
0.10 336
7.10
0.00
0.00 -
- 0.00 -
-
-
0.00
0.15 503
7.15
0.00
0.00 -
- 0.00 -
-
-
0.00
0.20 671
7.20
0.00
0.00 -
- 0.00 -
-
-
0.00
0.25 839
7.25
0.00
0.00 ---
- 0.00 -
-
---
0..00
0.30 1,007
7.30
0.00
0.00 -
- 0.00 -
-
-
0:00
0.35 1,174
7.35
0.00
0.00 -
- 0.00 -
-
-
0.00
6.40 1,342
7.40
0.00
0.00 -
- 0.00 -
-
-
0.00
0.45 1,510
7.45
0.00
0.00 --
- 0.00 -
-
-
0.00
0.50 1,678
7.50
0.00
0.00 -
- 0.00 -
-
-
0.00
Continues on next page...
ECEIVE
A OCT 0 3 2013
BY: _. _

BWG313
Stage I Storage / Discharge Table
Page 2
Stage Storage Elevation CIv A Clv B CIv C CIv D Wr A Wr B Wr C Wr D Discharge
ft tuft ft cfs cfs cfs efs cfs cfs cfs cfs afs
0.55
1,887
7.55
0.00
0.00 -
- 0.00 - -
- 0.00
0.60
2,096
7.60
0.00
0.00 -
- 0.00 - -
- 0.00
0.65
2,306
7.65
0.00
0.00 -
- 0.00 - -
- 0.00
0.70
2,515
7.70
0.00
0.00 -
- 0.00 - -
- 0.00
0.75
2,724
7.75
0.00
0.00 -
- 0.00 - -
- 0.00
0.80
2,934
7.80
0.00
0.00 -
- 0.07 - -
- 0.07
0.85
3,143
7.85
0.01
0.00 -
- 0.19 - -
- 0.19
0.90
3,352
7.90
0.04
0.00 -
- 0.35 - -
- 0.35
0.95
3,561
7.95
0.09
0.00 -
- 0.54 - -
- 0.54
1.00
3,771
8.00
0.13
0.00 -
- 0.75 - -
- 0.75
1.10
4,254
8.10
0.32
0.05 -
- 1.24 - -
- 1.29
1.20
4,738
8.20
0.50
0.08 -
- 1.81 - -
- 1.89
1.30
5,221
8.30
0.72
0.10 -
- 2.45 - -
- 2.55
1.40
5,705
8.40
0.96
0.12 -
- 3.14 - -
- 3.26
1.50
6,188
8.50
1.27
0.13 -
- 3.90 - -
- 4.03
1.60
6,672
8.60
1.51
0.15 -
- 4.70 - -
- 4.85
1.70
7,155
8.70
1.72
0.16 -
- 5.56 - -
- 5.71
1.80
7,639
8.80
1.93
0.17 -
- 6.46 - -
- 6.62
1.90
8,122
8.90
2.06
0.18 -
- , 7.40 - -
- 7.58
2.00
8,606
9.00
2.13
0.19 -
- 8.39 - -
- 8.58
2.10
9,181
9.10
2.29
0.20 -
- 9.41 - -
- 9.61
2.20
9,757
9.20
2.71
0.21 -
- 10.48 - -
- 10.68
2.30
10,333
9.30
3.07
022 -
- 11.58 - -
- 11.80
2.40
10,908
9.40
3.39
0.22 -
- 12.72 - -
- 12.94
2.50
11,484
9.50
3.69
0.23 -
- 13.89 - -
- 14.12
2.60
12,059
9.60
3,96
0.24 -
- 15.10 - -
- 15.34
2.70
12,635
9.70
4.22
0.25 -
- 16.34 - -
- 16.59
2.80
13,211
9.80
4.46
0.25 -
- 17.61 - -
- 17.87
2.90
13,786
9.90
4.69
0.26 -
- 18.92 - -
- 19.18
3.00
14,362
10.00
4.90
0.27 -
- 20.25 - -
- 20.52
3.10
15,037
10.10
5.11
0.27 -
- 21.61 - -
- 21.89
3.20
15,712
10.20
5.31
0.28 -
- 23.01 - -
- 23.29
3.30
16,387
10.30
5.51
0.29 -
- 24.43 - -
- 24.72
3.40
17,062
10.40
5.69
0.29 -
- 25.88 - -
- 26.18
3.50
17,738
10.50
5.87
0.30 -
- 27.36 -. -
- 27.66
3.60
18,413
10.60
6.05
0.31 -
- 28.87 - -
- 29.17
3.70
19,088
10.70
6.22
0.31 -
- 30.40 - -
- 30.71
3.80
19,763
10.80
6.39
0.32 -
- 31.96 - -
- 32.28
3.90
20,438
.10.90
6.55
0.32 -
- 33.54 - -
- 33.87
4.00
21,113
11.00
6.71
0.33 -
- 35.15 - -
- 35.48
...End
ECESVE
OCT 0 3 2013
cY:__-__.-

Hydrograph Report Page 1
English
Hyd. No. 4
POST-DEV AFTER POND
Hydrograph type
= Reservoir
Peak discharge
= 0.01 cfs
Storm frequency
= 1 yrs
Time interval
= 2 min
Inflow hyd. No.
= 2
Reservoir name
= BLDG313
Max. Elevation
= 7.76 ft
Max. Storage
= 2,765 cuft
storage Indkauon method deed. Total Volume = 137 cult
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs
cfs cfs cfs cfs cfs cfs
cfs
21.47
0.02
7.75
0.00 -
- - 0.00 - - -
0.00
21.50
0.02
7.75
0.00 -
-- - 0.00 - - -
0.00
21.53
0.02
7.75
0.00 --
- -- 0.00 -- -- -
0.00
21.57
0.02
7.75
0.00 -
- - 0.00 - - -
0.00
21.60
0.02
7.75
0.00 -
- - 0.00 - - -
0.00
21.63
0.02
7.75
0.00 --
- - - 0.00 - -- -
0.00
21.67
0.02
7.75
0.00 -
- - 0.00 - -- -
0.00
21.70
0.02
7.75
0.00 -
- - 0.00 - -- -
0.00
21.73
0.02
7.75
0.00 -
- -- 0.00 -- - -
0.00
21.77
0.02
7.75
0.00 ---
--- - 0.00 -- --- -
0.00
21.80
0.01
7.75
0.00 -
- - 0.01 - - -
0.01
21.83
0.01
7.75
0.00 -
- - 0.01 - - -
0.01
21.87
0.01
7.75
0.00 -
- - 0.01 - - ---
0.01
21.90
0.01
7.75
0.00 --
- - 0.01 - - -
0.01
21.93
0.01
7.75
0.00 -
- - 0.01 - - -
0.01
21.97
0.01
7.76
0.00 -
-- - 0.01 -- - -
0.01
22.00
0.01
7.76
0.00 -
- - 0.01 - - --
0.01
22.03
0.02
7.76
0.00 -
- - 0.01 - - -
0.01
22.07
0.03
7.76
0.00 -
- - 0.01 - - -
0.01
22.10
0.02
7.76
0.00 -
-- - - 0.01 --- --- --
0.01
22.13
0.02
7.76
0.00 -
- - 0.01 - - -
0.01
22.17
0.02
7.76
0.00 -
- - 0.01 - - -
0.01
22.20
0.02
7.76
0.00 -
-- - 0.01 -- --- --
0.01
22.23
0.02
7.76
0.00 -
- - 0.01' - -- -
0.01
22.27
0.02
7.76
0.00 -
- - 0.01 - - -
0.01
22.30
0.02
7.76
0.00 -
- - 0.01 - - --
0.01
22.33
0.02
7.76
0.00 -
- - 0.01 - --- ---
0.01
22.37
0.02
7.76
0.00 -
- - 0.01 - - --
0.01
22.40
0.01
7.76
0.00 -
- - 0.01 - - -
0.01
22.43
0.01
7.76
0.00 -
- - 0.01 - --- -
0.01
22.47
0.01
7.76
0.00 -
- - 0.01 - -- -
0.01
22.50
0.01
7.76
0.00 -
- - 0.01 - - -
0.01
22.53
0.01
7.76
0.00 -
- - 0.01 - - -
0.01
22.57
0.01
7.76
0.00 -
- -- 0.01 -- -- -
0.01
22.60
0.01
7.76
0.00 -
- - 0.01 - - -
0.01
22.63
0.01
7.76
0.00 -
- -- 0.01 - - -
0.01
Continues on next page...
7fEOESVE
` OCT 0 3 2013
Y.

POST-DEV AFTER POND
Page 2
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs
cfs cfs cfs cfs
cfs cfs cfs
22.67
0.01
7.76
0.00 -
-- -- 0.01 --
-- -- 0.01
22.70
0.01
7.76
0.00 -
- -- 0.01 --
- - 0.01
22.73
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
22.77
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
22.80
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
22.83
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
22.87
0.01
7.76
0.00 -
- - 0.01 -
- -- 0.01
22.90
0.01
7.76
0.00 --
- - 0.01 -
-- - 0.01
22.93
0.01
7.76
0.00 -
- ---- 0.01 --
- 0.01
22.97
0.01
7.76
0.00 --
- -- 0.01 -
-- -- 0.01
23.00
0.01
7.76
0.00 -
- - 0.01 --
- - 0.01
23.03
0.01
7.76
0.00 -
- - 0.01 --
-- -- 0.01
23.07
0.01
7.76
0.00 -
-- -- 0.01 --
- - 0.01
23.10
0.01
7.76
0.00 -
- - 0.01 -
-- -- 0.01
23.13
0.01
7.76
0.00 -
- - 0.01 -
- -- 0.01
23.17
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
23.20
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
23.23
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
23.27
0.01
7.76
0.00 -
- - 0.01 ---
- -- 0.01
23.30
0.01
7.76
0.00 -
- - 0.01 --
-- - - 0.01
23.33
0.01
7.76
0.00 - -
- - 0.01 -
- - 0.01
23.37
0.01
7.76
0.00 --
-- - 0.01 -
- - 0.01
23.40
0.01
7.76
0.00 --
- - 0.01 -
-- - 0.01
23.43
0.01
7.76
0.00 -
- -- 0.01 -
- - 0.01
23.47
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
23.50
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
23.53
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
23.57
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
23.60
0.01
7.76 <<
0.00 -
- -- 0.01 -
-- - 0.01 <<
23.63
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
23.67
0.01
7.76
0.00 ---
- - 0.01 --
- -- 0.01
23.70
0.01
7.76
0.00 ---
- -- 0.01 -
-- ----- 0.01
23.73
0.01
7.76
0.00 --
- - 0.01 --
- -- 0.01
23.77
0.01
7.76
0.00 -
- -- 0.01 -
- - 0.01
23.80
0.01
7.76
0.00 -
- - 0.01 -
-- - 0.01
23.83
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
23.87
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
23.90
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
23.93
0.01
7.76
0.00 -
-- - 0.01 -
- - 0.01
23.97
0.01
7.76
0.00 -
- - 0.01 -
- - 0.01
24.00
0.01
7.76
0.00 --
- -- 0.01 -
- - 0.01
24.03
0.01
7.76
0.00 ---
-- -- 0.01 -
- -- 0.01
24.07
0.00
7.76
0.00 ---
----- - 0.01 --
- - 0.01
24.10
0.00
7.76
0.00 --
- - 0.01 ---
--- - 0.01
24.13
0.00
7.76
0.00 -
- -- 0.01 --
- -- 0.01
24.17
0.00
7.76
0.00 -
- - 0.01 -
- -- 0.01
24.20
0.00
7.76
0.00 -
- - 0.01 --
- -- 0.01
24.23
0.00
7.76
0.00 -
- - 0.01 -
- - 0.01
24.27
0.00
7.76
0.00 -
- - 0.01 -
- - 0.01
Continues on next page...
EGEIVE-,
OCT 0 3 200
BY:-

POST-DEV AFTER POND
Page 3
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs cfs
cfs cfs cfs cfs cfs
cfs
24.30
0.00
7.76
0.00 -- - -
- 0.01 ---- ---- ---
0.01
24.33
0.00
7.76
0.00 - -
- 0.01 - - --
0.01
24.37
0.00
7.76
0.00 - -
- 0.01 -- - - -
0.01
24.40
0.00
7.76
0.00 - -
- 0.01 - - --
0.01
24.43
0.00
7.76
0.00 - -
- 0.01 - - --
0.01
24.47
0.00
7.76
0.00 - -
- 0.01 - - -
0.01
24.50
0.00
7.76
0.00 - -
- 0.01 - - --
0.01
24.53
0.00
7.76
0.00 - -
- 0.01 - - --
0.01
24.57
0.00
7.76
0.00 -- -
- 0.01 - -- --
0.01
24.60
0.00
7.76
0.00 - -
- 0.01 -- - -
0.01
24.63
0.00
7.75
0.00 - -
- 0.01 --- ---- ---
0.01
24.67
0.00
7.75
0.00 -- -
- 0.01 - - -
0.01
24.70
0.00
7.75
0.00 -- -
- 0.01 -- - -
0.01
24.73
0.00
7.75
0.00 - -
- 0.01 - - -
0.01
24.77
0.00
7.75
6.00 - -
- 0.01 - - -
0.01
24.80
0.00
7.75
0.00 - -
- 0.01 - - -
0.01
24.83
0.00
7.75
0.00 - -
- 0.01 - - -
0.01
24.87
0.00
7.75
0.00 - -
- 0.01 - - -
0.01
24.90
0.00
7.75
0.00 - -
- 0.00 -- - -
0.00
24.93
0.00
7.75
0.00 -- --
- - 0.00 --- -- ---
0.00
24.97
0.00
7.75
0.00 -- --
--- 0.00 -- - --
0.00
25.00
0.00
7.75
0.00 - -
--- 0.00 - - - -
0.00
25.03
0.00
7.75
0.00 - -
- 0.00 - -- --
0.00
25.07
0.00
7.75
0.00 - -
- 0.00 - - --
0.00
25.10
0.00
7.75
0.00 - -
- 0.00 - - --
0.00
25.13
0.00
7.75
0.00 - -
- 0.00 - - --
0.00
25.17
0.00
7.75
0.00 - -
- 0.00 - - --
0.00
25.20
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
25.23
0.00
7.75
0.00 - -
- 0.00 --- - --
0.00
25.27
0.00
7.75
0.00 -- -
- 0.00 -- - -
0.00
25.30
0.00
7.75
0.00 -- -
- 0.00 -- -- -
0.00
25.33
0.00
7.75
0.00 - -
-- 0.00 - - -
0.00
25.37
0.00
7.75
0.00 - -
- 0.00 - -- -
0.00
25.40
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
25.43
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
25.47
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
25.50
0.00
7.75
0.00 -- --
- 0.00 - - --
0.00
25.53
0.00
7.75
0.00 - -
- 0.00 - -- -
0.00
25.57
0.00
7.75
0.00 ---- -
- 0.00 -- -- -
0.00
25.60
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
25.63
0.00
7.75
0.00 -- --
-- 0.00 -- - - -
0.00
25.67
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
25.70
0.00
7.75
0.00 - -
- 0.00 - - - -
0.00
25.73
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
25.77
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
25.80
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
25.83
0.00
7.75
0.00 - -
- 0.00 - -- -
0.00
25.87
0.00
7.75
0.00 - - -
- 0.00 -- - -
0.00
25.90
0.00
7.75
0.00 ---- -
- 0.00 - - -
0.00
Continues on next page...
EGEIVEf'
11113 1113
6Y:------

POST-DEV AFTER POND
Page 4
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs
cfs cfs cfs cfs cfs cfs
cfs
25.93
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
25.97
0.00
7.75
0.00 -
-- - 0.00 -- - -
0.00
26.00
0.00
7.75
0.00 ---
- -- 0.00 --- - -
0.00
26.03
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
26.07
0.00
7.75
0.00 -
- - 0.00 - -- --
0.00
26.10
0.00
7.75
0.00 -
- - 0.00 - -- - -
0.00
26.13
0.00
7.75
0.00 --
- - 0.00 - -- --
0.00
26.17
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
26.20
0.00
7.75
0.00 ---
-- - 0.00 -- --- --
0.00
26.23
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
26.27
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
26.30
0.00
7.75
0.00 --
- - 0.00 - - -
0.00
26.33
0.00
7.75
0.00 --
-- - 0.00 - - -
0.00
26.37
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
26.40
0.00
7.75
0.00 -
- - 0.00 - - -
0.00
26.43.
0.00
7.75
0.00 -
-- -- 0.00 - - --
0.00
26.47
0.00
7.75
0.00 --
- - 0.00 - - --
0.00
26.50
0.00
7.75
0.00 -
- - 0.00 - - -
0.00
26.53
0.00
7.75
0.00 --
- - 0.00 -- - -
0.00
26.57
0.00
7.75
0.00 --
-- -- 0.00 - -- - -
0.00
26.60
0.00
7.75
0.00 -
- - 0.00 - - -
0.00
26.63
0.00
7.75
0.00 -
- - 0.00 - - -
0.00
26.67
0.00
7.75
0.00 ---
- --- 0.00 --- - -
0.00
26.70
0.00
7.75
0.00 -
- - 0.00 - - -
0.00
26.73
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
26.77
0.00
7.75
0.00 -
- -- 0.00 - -- --
0.00
26.80
0.00
7.75
0.00 --
-- -- 0.00 -- -- -
0.00
26.83
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
26.87
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
26.90
0.00
7.75
0.00 --
- - 0.00 - -- --
0.00
26.93
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
26.97
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
27.00
0.00
7.75
0.00 --
-- - 0.00 - - - -
0.00
27.03
0.00
7.75
0.00 -
- -- 0.00 - - -
0.00
27.07
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
27.10
0.00
7.75
0.00 -
- - 0.00 - - -
0.00
27.13
0.00
7.75
0.00 ---
- --- 0.00 -- - -
0.00
27.17
0.00
7.75
0.00 -
- - 0.00 - - --
0.00
27.20
0.00
7.75
0.00 --
- - 0.00 - - --
0.00
27.23
0.00
7.75
0.00 --
- - 0.00 -- - -
0.00
27.27
0.00
7.75
0.00 -
- - 0.00 - - -
0.00
27.30
0.00
7.75
0.00 -
- - 0.00 - - -
0.00
27.33
0.00
7.75
0.00 ---
- - 0.00 -- - --
0.00
27.37
0.00
7.75
0.00 -
- - 0.00 - -- -
0.00
27.40
0.00
7.75
0.00 -
- - 0.00 - - -
0.00
27.43
0.00
7.75
0.00 -
- - 0.00 - - -
0.00
27.47
0.00
7.75
0.00 -
- - 0.00 ---- ---- --
0.00
27.50
0.00
7.75
0.00 -
- - 0.00 - - -
0.00
27.53
0.00
7.75
0.00 -
- - 0.00 - - -
0.00
Continues on next page...
ECEIVE' f
OCT 0 3 2013 I
BY:

POST-DEV AFTER POND
Page 5
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A MIS Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs cfs
cfs cfs cfs cfs cfs
cfs
27.57
0.00
7.75
0.00 --- -
- 0.00 --- -- -
0.00
27.60
0.00
7.75
0.00 - -
- 0.00 -- - -
0.00
27.63
0.00
7.75
0.00 --- -
- 0.00 - -- -
0.00
27.67
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
27.70
0.00
7.75
0.00 - -
- 0.00 -- - --
0.00
27.73
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
27.77
0.00
7.75
0.00 - -
- 0.00 - - --
0.00
27.80
0.00
7.75
0.00 - -
-- 0.00 - - --
0.00
27.83
0.00
7.75
0.00 -- -
- 0.00 - - --
0.00
27.87
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
27.90
0.00
7.75
0.00 - -
- 0.00 - - --
0.00
27.93
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
27.97
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
28.00
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
28.03
0.00
7.75
0.00 - -
- 0.00 - - -
0.00
End
WFIVE-b
-1 0CT 0 3 2013
BY:----

Hydrograph Report Page ,
English
Hyd. No. 5
POST-DEV 10-YR
Hydrograph type =
Reservoir
Peak discharge
= 0.75 cfs
Storm frequency =
10 yrs
Time interval
= 2 min
Inflow hyd. No. =
3
Reservoir name
= BLDG313
Max. Elevation =
8.00 ft
Max. Storage
= 3,775 cuft
Stomp lndlc hon method used.
Total Volume = 5,433 curt
Hydrograph Discharge Table
Time
Inflow
Elevation
Clv A
Clv B
Clv C Clv D Wr A Wr B
Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs
cfs cfs cfs cfs
cfs cfs cfs
12.10
2.47
7.81
0.00
-
- - 0.08 -
- - 0.08
12.13
1.97
7.87
0.02
-
- - 0.24 -
- - 0.24
12.17
1.55
7.91
0.04
-
- - 0.38 -
- - 0.38
12.20
1.31
7.94
0.07
-
-- - 0.49 -
-- -- 0.49
12.23
1.20
7.96
0.10
-
-- - 0.57 -
- - 0.57
12.27
1.12
7.97
0.11
--
- - 0.64 -
- - 0.64
12.30
1.04
7.99
0.12
-
- - 0.69 -
- -- 0.69
12.33
0.96
7.99
0.13
-
- - 0.72 --
- - 0.72
12.37
0.87
8.00
0.13
-
- - 0.74 -
- - 0.74
12.40
0.79
8.00 <<
0.13
0.00
- - 0.75 -
- - 0.75 <<
12.43
0.70
8.00
0.13
0.00
- - 0.75 -
- - 0.75
12.47
0.62
8.00
0.13
-
- - 0.74 -
- - 0.74
12.50
0.53
7.99
0.13
-
- - 0.72 -
- - 0.72
12.53
0.45
7.99
0.12
--
-- - 0.70 -
- - 0.70
12.57
0.39
7.98
0.11
-
- - 0.66 --
- - 0.66
12.60
0.36
7.97
0.11
---
- - 0.63 ----
---- - 0.63
12.63
0.35
7.96
0.10
-
- - 0.60 --
- - 0.60
12.67
0.34
7.96
0.10
-
- - 0.57 -
-- - 0.57
12.70
0.33
7.95
0.09
-
- - 0.54 -
- - 0.54
12.73
0.32
7.95
0.08
-
- - 0.52 -
- - 0.52
12.77
0.31
7.94
0.08
-
- - 0.50 -
- - 0.50
12.80
0.30
7.93
0.07
-
- - 0.48 -
- -- 0.48
12.83
0.29
7.93
0.07
--
- - 0.46 -
- - 0.46
12.87
0.28
7.92
0.06
-
- -- 0.44 -
- - 0.44
12.90
0.27
7.92
0.06
-
- - 0.42 --
- - 0.42
12.93
0.26
7.92
0.05
-
- - - 0.41 --
-- -- 0.41
12.97
0.25
7.91
0.05
--
-- - 0.39 -
- - 0.39
13.00
0.25
7.91
0.04
-
- - 0.38 --
- - 0.38
13.03
0.24
7.90
0.04
-
- - 0.36 -
- - 0.36
13.07
0.23
7.90
0.04
-
- - 0.35 -
- - 0.35
13.10
0.23
7.90
0.03
-
- - 0.34 -
- - 0.34
13.13
0.22
7.89
0.03
-
- - 0.33 -
- - 0.33
13.17
0.22
7.89
0.03
-
- - 0.32 -
- - 0.32
,13.20
022
7.89
0.03
-
- - 0.31 -
- - 0.31
13.23
0.22
7.89
0.03
-
-- -- 0.30 -
- - 0.30
13.27
0.21
7.88
0.03
-
- - 0.30 -
- -- 0.30
Continues on next page...
rO
CEIVECT 0 3 200
BY:

POST-DEV 10-YR
Page 2
Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs
cfs cfs cfs cfs cfs Cfs
cfs
13.30
0.21
7.88
0.03 -
- - 0.29 -- - -
0.29
13.33
0.21
7.88
0.02 -
- - 0.28 - - -
0.28
13.37
0.21
7.88
0.02 -
- - 0.28 - - -
0.28
13.40
0.20
7.88
0.02 -
- - 0.27 --- ---- --
0.27
13.43
0.20
7.87
0.02 --
- - 0.26 -- -- --
0.26
13.47
0.20
7.87
0.02 -
- - 0.26 - - -
0.26
13.50
0.20
7.87
0.02 -
- - 0.25 - - --
0.25
13.53
0.19
7.87
0.02 -
- - 0.25 -- -- -
0.25
13.57
0.19
7.87
0.02 ----
- - -- 0.24 -- - - -
0.24
13.60
0.19
7.87
0.02 -
- -- 0.24 - - -
0.24
13.63
0.19
7.86
0.02 -
- - 0.23 - - -
0.23
13.67
0.19
7.86
0.02 -
- - 0.23 - - -
0.23
13.70
0.18
7.86
0.02 ---
- - - 0.23 - -- -
0.23
13.73
0.18
7.86
0.02 ----
-- - 0.22 -- - --
0.22
13.77
0.18
7.86
0.01 -
- - 0.22 - - --
0.22
13.80
0.18
7.86
0.01 -
- - 0.21 - - -
0.21
13.83
0.17
7.86
0.01 -
- - 0.21 - - -
0.21
13.87
0.17
7.86
0.01 -
- - 0.21 - - -
0.21
13.90
0.17
7.85
0.01 --
- - 0.20 - -- -
0.20
13.93
0.17
7.85
0.01 --
- - 0.20 - - -
020
13.97
0.16
7.85
0.01 -
- - 0.20 - - -
0.20
14.00
0.16
7.85
0.01 -
- - 0.19 - - -
0.19
14.03
0.16
7.85
0.01 -
-- - 0.19 - - - --
0.19
14.07
0.16
7.85
0.01 ---
- - 0.19 -- - -
0.19
14.10
0.15
7.85
0.01 -
- - 0.19 - - -
0.19
14.13
0.15
7.85
0.01 -
- - 0.18 - - -
0.18
14.17
0.15
7.85
0.01 -
- - 0.18 - - -
0.18
14.20
0.15
7.85
0.01 -
- - 0.18 -- - -
0.18
14.23
0.15
7.85
0.01 -
-- -- 0.18 - - -
0.18
14.27
0.15
7.84
0.01 -
- - 0.18 - - -
0.18
14.30
0.15
7.84
0.01 -
- - 0.17 - - -
0.17
14.33
0.15
7.84
0.01 -
- - 0.17 - - -
0.17
14.37
0.15
7.84
0.01 --
- - 0.17 - - ---
0.17
14.40
0.14
7.84
0.01 -
-- - 0.17 - -- -
0.17
14.43
0.14.
7.84
0.01 --
- - 0.17 - -- ---
0.17
14.47
0.14
7.84
0.01 -
- - 0.17 - - -
0.17
14.50
0.14
7.84
0.01 -
- - 0.16 - - -
0.16
14.53
0.14
7.84
0.01 -
- - - 0.16 - - -
0.16
14.57
0.14
7.84
0.01 --
- - 0.16 - -- -
0.16
14.60
0.14
7.84
0.01 -
- - 0.16 - - -
0.16
14.63
0.14
7.84
0.01 -
- - 0.16 - - -
0.16
14.67
0.14
7.84
0.01 -
- - 0.16 - - -
0.16
14.70
0.13
7.84
0.01 --
- - 0.15 - - -
0.15
, 14.73
0.13
7.84
0.01 ---
-- - 0.15 - -- - -
0.15
14.77
0.13
7.83
0.01 --
- - 0.15 - - -
0.15
14.80
0.13
7.83
0.01 -
- - 0.15 - - -
0.15
14.83
0.13
7.83
0.01 -
- - 0.15 - - -
0.15
14.87
0.13
7.83
0.01 -
- - 0.15 - - -
0.15
14.90
0.13
7.83
0.01 --
- - 0.15 --- -- -
0.15
Continues on next page...
OCT 0 3 2M E.
BY:----

POST-DEV 10-YR
Page 3
Hydrograph Discharge Table
Time Inflow Elevation CIv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
efs
ft
Cfs Cfs
Cfs Cfs Cfs Cfs Cfs Cfs
Cfs
14.93
0.13
7.83
0.01 -
- - 0.14 - - --
0.14
14.97
0.12
7.83
0.01 -
- - 0.14 - - -
0.14
15.00
0.12
7.83
0.01 ---
-- - 0.14 -- -- -
0.14
15.03
0.12
7.83
0.01 --
- - 0.14 - - -
0.14
15.07
0.12
7.83
0.01 -
- - 0.14 - - -
0.14
15.10
0.12
7.83
0.01 -
- - 0.14 - - -
0.14
15.13
0.12
7.83
0.01 -
-- --- 0.14 --- - -
0.14
15.17
0.12
7.83
0.01 -
- -- 0.14 -- - --
0.14
15.20
0.12
7.83
0.01 -
- - 0.13 - - -
0.13
15.23
0.11
7.83
0.01 -
- - 0.13 - - -
0.13
15.27
0.11
7.83
0.01 --
-- -- 0.13 - -- --
0.13
15.30
0.11
7.83
0.01 ---
-- -- 0.13 -- - --
0.13
15.33
0.11
7.83
0.00 -
- - 0.13 ---- -- -
0.13
15.37
0.11
7.82
0.00 -
- - 0.13 - - -
0.13
15.40
0.11
7.82
0.00 -
- - 0.13 - - -
0.13
15.43
0.11
7.82
0.00 -
- - 0.13 --- - --
0.13
15.47
0.11
7.82
0.00 --
- -- 0.12 -- -- - -
0.12
15.50
0.11
7.82
0.00 --
- - 0.12 - - -
0.12
15.53
0.10
7.82
0.00 -
- - 0.12 - - -
0.12
15.57
0.10
7.82
0.00 --
- - 0.12 - - -
0.12
15.60
0.10
7.82
0.00 --
- - 0.12 -- - -
0.12
15.63
0.10
7.82
0.00 -
- -- 0.12 - - --
0.12
15.67
0.10
7.82
0.00 -
- - 0.12 - - -
0.12
15.70
0.10
7.82
0.00 -
- - 0.12 - - -
0.12
15.73
0.10
7.82
0.00 -
- - 0.11 --- - -
0.11
15.77
0.10
7.82
0.00 --
- - 0.11 --- - -
0.11
15.80
0.09
7.82
0.00 -
- - 0.11 - - -
0.11
15.83
0.09
7.82
0.00 -
- - 0.11 - - -
0.11
15.87
0.09
7.82
0.00 --
- - 0.11 - - -
0.11
15.90
0.09
7.82
0.00 --
- - 0.11 -- - --
0.11
15.93
0.09
7.82
0.00 -
- -- 0.11 -- -- -
0.11
15.97
0.09
7.82
0.00 -
- - 0.11 - - -
0.11
16.00
0.09
7.82
0.00 -
- - 0.10 - - -
0.10
16.03
0.09
7.81
0.00 -
- - 0.10 - -- -
0.10
16.07
0.08
7.81
0.00 -
- -- 0.10 --- --- ---
0.10
16.10
0.08
7.81
0.00 -
- - 0.10 - - -
0.10
16.13
0.08
7.81
0.00 -
- - 0.10 - - -
0.10
16.17
0.08
7.81
0.00 -
- - 0.10 - - -
0.10
16.20
0.08
7.81
0.00 -
-- - 0.10 -- - -
0.10
16.23
0.08
7.81
0.00 --
-- - 0.10 - -- --
0.10
16.27
0.08
7.81
0.00 -
- 0.10 - -- --
0.10
16.30
0.08
7.81
0.00 -
- - 0.09 - - -
0.09
16.33
0.08
7.81
0.00 -
-- - 0.09 - - --
0.09
16.37
0.08
7.81
0.00 -
- - 0.09 --- - -
0.09
16.40
0.08
7.81
0.00 -
-- - 0.09 - - --
0.09
16.43
0.08
7.81
0.00 -
- - 0.09 - - -
0.09
16.47
0.08
7.81
0.00 -
- - 0.09 - - -
0.09
16.50
0.08
7.81
0.00 -
- - 0.09 - - -
0.09
16.53
0.08
7.81
0.00 ---
- -- 0.09 -- -- --
0.09
Continues on next page...
EGEIVE-
OCT 0 3 2013
nv.

POST-DEV 10-YR . Page 4
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs
cfs cfs cfs cfs cfs cfs
cfs
16.57
0.08
7.81
0.00 -
- - 0.09 - - --
0.09
16.60
0.08
7.81
0.00 -
- - 0.09 - - -
0.09
16.63
0.08
7.81
0.00 -
- - 0.09 - - -
0.09
16.67
0.08
7.81
0.00 -
- - 0.09 - - --
0.09
16.70
0.07
7.81
0.00 -
- - 0.08 - - --
0.08
16.73
0.07
7.81
0.00 -
- - 0.08 - - --
0.08
16.77
0.07
7.81
0.00 -
- - 0.08 - - --
0.08
16.80
0.07
7.81
0.00 -
- - 0.08 - - --
0.08
16.83
0.07
7.81
0.00 -
- - 0.08 - - --
0.08
16.87
0.07
7.81
0.00 -
- - 0.08 - - --
0.08
16.90
0.07
7.81
0.00 -
- - 0.08 - - - -
0.08
16.93
0.07
7.81
0.00 -
- - 0.08 - - -
0.08
16.97
0.07
7.80
0.00 -
- - - 0.08 -- -- -
0.08
17.00
0.07
7.80
0.00 -
- -- 0.08 - - -
0.08
17.03
0.07
7.80
0.00 -
- - 0.08 -- - -
0.08
17.07
0.07
7.80
0.00 -
- - 0.08 - - -
0.08
17.10
0.07
7.80
0.00 ---
- - 0.08 --- ---- -
0.08
17.13
0.07
7.80
0.00 --
- - 0.08 - - -
0.08
17.17
0.07
7.80
0.00 ---
- - 0.08 -- -- --
0.08
17.20
0.07
7.80
0.00 -
- - 0.07 --- ---- -
0.07
17.23
0.07
7.80
0.00 --
- -- 0.07 - -- - -
0.07
17.27
0.07
7.80
0.00 -
- - 0.07 -- - -
0.07
17.30
0.06
7.80
0.00 --
- - - 0.07 --- -- -
0.07
17.33
0.06
7.80
0.00 --
-- - 0.07 --- - -
0.07
17.37
0.06
7.80
0.00 -
-- - 0.07 --- -- -
0.07
17.40
0.06
7.80
0.00 -
- - 0.07 -- - --
0.07
17.43
0.06
7.80
0.00 -
- - 0.07 -- -- --
0.07
17.47
0.06
7.80
0.00 -
- - 0.07 -- - -
0.07
17.50
0.06
7.80
0.00 -
- - 0.07 -- - --
0.07
17.53
0.06
7.80
0.00 -
- - 0.07 - - -
0.07
17.57
0.06
7.80
0.00 -
- - 0.07 - - - -
0.07
17.60
0.06
7.80
0.00 -
- - 0.07 - - - -
0.07
17.63
0.06
7.80
0.00 -
- - 0.07 - - -
0.07
17.67
0.06
7.80
0.00 -
- - 0.07 - - -
0.07
17.70
0.06
7.80
0.00 -
- - 0.07 - - -
0.07
17.73
0.06
7.80
0.00 -
- - 0.07 - - -
0.07
17.77
0.06
7.80
0.00 -
- - 0.07 - - -
0.07
17.80
0.06
7.80
0.00 -
- - 0.07 - - -
0.07
17.83
0.06
7.80
0.00 -
- - 0.07 - - -
0.07
17.87
0.06
7.80
0.00 -
- - 0.07 - - -
0.07
17.90
0.06
7.80
0.00 -
- - 0.06 - - -
0.06
17.93
0.05
7.80
0.00 -
- - 0.06 - - -
0.06
17.97
0.05
7.80
0.00 --
- - 0.06 - - -
0.06
18.00
0.05
7.80
0.00 -
- - 0.06 - - -
0.06
18.03
0.05
7.80
0.00 -
- - 0.06 - - -
0.06
18.07
0.05
7.80
0.00 -
- - 0.06 - - -
0.06
18.10
0.05
7.80
0.00 ---
- - 0.06 - - -
0.06
18.13
0.05
7.80
0.00 -
- - 0.06 - - --
0.06
18.17
0.05
7.80
0.00 -
-- - 0.06 - - -
0.06
Continues on next page...
E(CE4 !ir E)'k
OCT 0 3 2013
BY:__

POST-DEV 10-YR
Page 5
Hydrograph Discharge Table
Time Inflow Elevation Clv, A Clv B Clv, C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs
cfs cfs cfs cfs cfs cfs
cfs
18.20
0.05
7.80
0.00 -
-- - 0.06 -- -- -
0.06
18.23
0.05
7.80
0.00 -
- - 0.06 - - -
0.06
18.27
0.05
7.80
0.00 -
- - 0.06 - - -
0.06
18.30
0.05
7.79
0.00 -
- - 0.06 - - --
0.06
18.33
0.05
7.79
0.00 -
- -- 0.06 - - -
0.06
18.37
0.05
7.79
0.00 -
-- - 0.06 - -- - -
0.06
18.40
0.05
7.79
0.00 --
---- -- 0.06 - - -
0.06
18.43
0.05
7.79
0.00 -
- - 0.06 - - -
0.06
18.47
0.05
7.79
0.00 -
- - 0.06 - - --
0.06
18.50
0.05
7.79
0.00 -
- -- 0.06 - - -
0.06
18.53
0.05
7.79
0,00 --
- - - 0.06 - - ---
0.06
18.57
0.05
7.79
0.00 --
-- - 0.06 --- - -
0.06
18.60
0.05
7.79
0.00 --
- - 0.06 -- - -
0.06
18.63
0.05
7.79
0.00 -
- - 0.06 - - -
0.06
18.67
0.05
7.79
0.00 -
- - 0.06 - - -
0.06
18.70
0.05
7.79
0.00 -
- - -0.06 -- - --
0.06
18.73
0.05
7.79
0.00 ---
-- - 0.06 -- - -
0.06
18.77
0.05
7.79
0.00 -
- - 0.06 - - -
0.06
18.80
0.05
7.79
0.00 -
- - 0.06 - - -
0.06
18.83
0.05
7.79
0.00 -
- - 0.06 - - -
0.06
18.87
0.05
7.79
0.00 -
- - 0.06 - - -
0.06
18.90
0.05
7.79
0.00 --
- - 0.06 --- --- --
0.06
18.93
0.05
7.79
0.00 ---
- - " 0.05 - - -
0.05
18.97
0.05
7.79
0.00 -
- - 0.05 - - -
0.05
19.00
0.05
7.79
0.00 -
- - 0.05 - - -
0.05
19.03
0.05
7.79
0.00 -
- - 0.05 - - -
0.05
19.07
0.05
7.79
0.00 ---
--- - 0.05 -- - -
0.05
19.10
0.05
7.79
0.00 --
-- - 0.05 - - -
0.05
19.13
0.05
7.79
0.00 --
-- --- 0.05 -- -- -
0.05
19.17
0.05
7.79
0.00 -
- - 0.05 - - -
0.05
19.20
0.05
7.79
0.00 -
- - 0.05 - - -
0.05
19.23
0.05
7.79
0.00 -
- - 0.05 - - -
0.05
19.27
0.05
7.79
0.00 -
-- - 0.05 - -- -
0.05
19.30
0.05
7.79
0.00 --
- -- 0.05 - - --
0.05
19.33
0.05
7.79
0.00 -
- -- 0.05 -- - --
0.05
19.37
0.05
7.79
0.00 -
- - 0.05 - - -
0.05
19.40
0.05
7.79
0.00 -
- - 0.05 - - -
0.05
19.43
0.05
7.79
0.00 -
- - 0.05 - - -
0.05
19.47
0.05
7.79
0.00 --
- -- 0.05 - ----- -
0.05
19.50
0.05
7.79
0.00 -
-- --- 0.05 - - --
0.05
19.53
0.05
7.79
0.00 -
- -- 0.05 - - --
0.05
19.57
0.05
7.79
0.00 -
- - 0.05 - - -
0.05
19.60
0.05
7.79
0.00 -
- - 0.05 - - --
0.05
19.63
0.05
7.79
0.00 --
- - 0.05 - -- --
0.05
19.67
0.04
7.79
0.00 --
- - 0.05 - - -
0.05
19.70
0.04
7.79
0.00 -
--- -- 0.05 - -- -
0.05
19.73
0.04
7.79
0.00 -
- - 0.05 - - -
0.05
19.77
0.04
7.79
0.00 -
- - 0.05 - - -
0.05
19.80
0.04
7.79
0.00 -
- - 0.05 - - -
0.05
Continues on next page...
E(CEIVER
OCT 032013
BY:-�

POST-DEV I0.YR
Page 6
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs
cfs cfs cfs cfs cfs cfs
cfs
19.83
0.04
7.79
0.00 -
-- --- 0.05 - --- ----
0.05
19.87
0.04
7.79
0.00 -
- - 0.05 - - -
0.05
19.90
0.04
7.79
0.00 -
- - 0.05 - - -
0.05
19.93
0.04
7.79
0.00 -
- - 0.05 - - --
0.05
19.97
0.04
7.79
0.00 -
- - 0.05 - - --
0.05
20.00
0.04
7.79
0.00 -
- - 0.05 - - -
0.05
20.03
0.04
7.79
0.00 -
- -- 0.05 - --- ---
0.05
20.07
0.04
7.79
0.00 --
- -- 0.05 ---- --- -
0.05
20.10
0.04
7.79
0.00 -
---- --- 0.05 -- - -
0.05
20.13
0.04
7.79
0.00 -
- - 0.05 -- -- --
0.05
20.17
0.04
7.79
0.00 -
-- - 0.05 - -- --
0.05
20.20
0.04
7.79
0.00 -
- - 0.05 - - --
0.05
20.23
0.04
7.78
0.00 -
- - 0.05 - - --
0.05
20.27
0.04
7.78
0.00 -
- - 0.05 - - -
0.05
20.30
0.04
7.78
0.00 -
- - 0.05 - - --
0.05
20.33
0.04
7.78
0.00 -
- - 0.05 -- - --
0.05
20.37
0.04
7.78
0.00 ---
- - 0.05 -- - -
0.05
20.40
0.04
7.78
0.00 ---
-- - 0.05 - -- - -
0.05
20.43
0.04
7.78
0.00 --
- -- 0.05 - - -
0.05
20.47
0.04
7.78
0.00 -
- - 0.05 - - -
0.05
20.50
0.04
7.78
0.00 -
- - 0.05 -- - -
0.05
20.53
0.04
7.78
0.00 -
- - 0.05 - - -
0.05
20.57
0.04
7.78
0.00 -
- - 0.05 - - -
0.05
20.60
0.04
7.78
0.00 -
- - 0.04 - - -
0.04
20.63
0.04
7.78
0.00 -
- - 0.04 - - -
0.04
20.67
0.04
7.78
0.00 -
- - 0.04 - -- -
0.04
20.70
0.04
7.78
0.00 -
- - 0.04 - -- --
0.04
20.73
0.04
7.78
0.00 ---
- - 0.04 -- - -
0.04
20.77
0.04
7.78
0.00 ----
-- - 0.04 -- -- -
0.04
20.80
0.04
7.78
0.00 -
-- - 0.04 - -- --
0.04
20.83
0.04
7.78
0.00 -
- - 0.04 -- - --
0.04
20.87
0.04
7.78
0.00 -
- - 0.04 - - -
0.04
20.90
0.04
7.78
0.00 -
- - 0.04 - - -
0.04
20.93
0.04
7.78
0.00 -
- - 0.04 - - -
0.04
20.97
0.04
7.78
0.00 -
- - 0.04 - - -
0.04
21.00
0.04
7.78
0.00 -
- -- 0.04 - - -
0.04
21.03
0.04
7.78
0.00 --
-- -- 0.04 -- -- --
0.04
21.07
0.04
7.78
0.00 --
-- - 0.04 - -- -
0.04
21.10
0.04
7.78
0.00 -
-- -- 0.04 - - - -
0.04
21.13
0.04
7.78
0.00 --
- - 0.04 -- -- -
0.04
21.17
0.04
7.78
0.00 -
- - 0.04 --- - -
0.04
21.20
0.04
7.78
0.00 -
- - 0.04 - - -
0.04
21.23
0.04
7.78
0.00 -
- - 0.04 - - -
0.04
21.27
0.04
7.78
0.00 -
- - 0.04 - - -
0.04
21.30
0.04
7.78
0.00 -
- - 0.04 - - -
0.04
21.33
0.04
7.78
0.00 -
- - 0.04 - - --
0.04
21.37
0.04
7.78
0.00 -
-- - 0.04 -- - --
0.04
21.40
0.04
7.78
0.00 -
-- -- 0.04 - - - -
0.04
21.43
0.04
7.78
0.00 --
- - 0.04 - -- - -
0.04
Continues on next page...
E(CEI i
OCT 032013
JV. ---

POST-DEV 14YR
Page 7
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs cfs cfs
cfs cfs cfs
cfs cfs cfs
21.47
0.04
7.78
0.00 - -
- 0.04 -
- -- 0.04
21.50
0.04
7.78
0.00 -- -
-- 0.04 -
- - 0.04
21.53
0.04
7.78
0.00 -- -
- 0.04 -
- - 0.04
21.57
0.04
7.78
0.00 -- -
-- 0.04 --
--- - 0.04
21.60
0.04
7.78
0.00 - -
- 0.04 ---
- - 0.04
21.63
0.04
7.78
0.00 - -
- 0.04 -
- --- 0.04
21.67
0.04
7.78
0.00 - -
- 0.04 -
-- -- 0.04
21.70
0.04
7.78
0.00 - -
--- 0.04 -
- - 0.04
21.73
0.03
7.78
0.00 -- --
-- 0.04 --
- - 0.04
21.77
0.03
7.78
0.00 - -
- 0.04 --
-- -- 0.04
21.80
0.03
7.78
0.00 - -
- 0.04 ---
-- -- 0.04
21.83
0.03
7.78
0.00 - -
- 0.04 -
- -- 0.04
21.87
0.03
7.78
0.00 - --
-- 0.04 -
- -- 0.04
21.90
0.03
7.78
0.00 -- ---
- 0.04 --
- - 0.04
21.93
0.03
7.78
0.00 - --
-- 0.04 -
-- - 0.04
- 21.97
0.03
7.78
0.00 - -
- 0.04 -
- - 0.04
22.00
0.03
7.78
0.00 - -
- 0.04 -
-- -- 0.04
22.03
0.05
7.78
0.00 - -
- 0.04 -
- - 0.04
22.07
0.06
7.78
0.00 --- -
- 0.04 -
- -- 0.04
22.10
0.06
7.78
0.00 - -
- 0.04 -
- -- 0.04
22.13
0.05
7.78
0.00 - -
- - 0.04 -
- -- 0.04
22.17
0.04
7.78
0.00 - -
- 0.04 -
- - 0.04
22.20
0.04
7.78
0.00 - -
- 0.04 --
-- - 0.04
22.23
0.04
7.78
0.00 - -
- 0.04 -
- - 0.04
22.27
0.03
7.78
0.00 - ---
-- 0.04 -
- - 0.04
22.30
0.03
7.78
0.00 - --
-- 0.04 --
- - 0.04
22.33
0.03
7.78
0.00 - -
-- 0.04 --
- - - 0.04
22.37
0.03
7.78
0.00 - -
- 0.04 -
--- - - 0.04
22.40
0.03
7.78
0.00 - -
- 0.04 -
- - 0.04
22.43
0.03
7.78
0.00 - -
- 0.04 -
- - 0.04
22.47
0.03
7.78
0.00 - --
-- 0.04 -
- - 0.04
22.50
0.03
7.78
0.00 - -
-- 0.04 -
-- - 0.04
22.53
0.03
7.78
0.00 - -
- 0.04 --
- - 0.04
22.57
0.03
7.78
0.00 - -
- 0.04 --
-- -- 0.04
22.60
0.03
7.78
0.00 -- --
- 0.04 -
-- -- _ 0.04
- 22.63
0.03
7.78
0.00 - --
- 0.04 -
- - 0.04
22.67
0.03
7.78
0.00 -- -
-- 0.04 -
- - 0.04
22.70
0.03
7.78
0.00 -- -
- 0.04 -
-- - 0.04
22.73
0.03
7.78
0.00 - -
-- 0.04 --
--- -- 0.04
22.77
0.03
7.78
0.00 - -
- 0.04 -
- - 0.04
22.80
0.03
7.78
0.00 - -
- 0.04 -
- -- 0.04
22.83
0.03
7.78
0.00 -- -
- 0.04 -
- - 0.04
22.87
0.03
7.78
0.00 - - -
- 0.04 ---
- - 0.04
22.90
0.03
7.78
0.00 - -
- 0.04 -
- - 0.04
22.93
0.03
7.78
0.00 - -
- 0.04 --
-- - 0.04
22.97
0.03
7.78
0.00 - -
- 0.04 -
- --- 0.04
23.00
0.03
7.78
0.00 - -
- 0.04 -
-- -- 0.04
23.03
0.03
7.78
0.00 -- -
- 0.04 -
- - 0.04
23.07
0.03
7.78
0.00 - -
- 0.04 -
- - 0.04
Continues on next page...
11ECEI E
OCT 0 3 2013
Bv:

POST-DEVI4YR
Page 8
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
23:10
0.03
7.78
0.00 --- ----
--- 0.04 --- ---
-- 0.04
23.13
0.03
7.78
0.00 - -
- 0.04 - -
- 0.04
23.17
0.03
7.78
0.00 - --
-- 0.04 --- --
-- 0.04
23.20
0.03
7.78
0.00 -- ---
-- 0.04 - -
- 0.04
23.23
0.03
7.78
0.00 - -
-- 0.04 - -
- 0.04
23.27
0.03
7.78
0.00 - -
- 0.03 - -
- 0.03
23.30
0.03
7.78
0.00 --- ---
- 0.03 - --
-- 0.03
23.33
0.03
7.78
0.00 - -
- 0.03 - -
- 0.03
23.37
0.03
7.78
0.00 - -
- 0.03 - --
- 0.03
23.40
0.03
7.78
0.00 - -
-- 0.03 -- -
--- 0.03
23.43
0.03
7.78
0.00 -- -
- 0.03 - -
-- 0.03
23.47.
0.03
7.78
0.00 - -
- 0.03 - -
-- 0.03
23.50
0.03
7.78
0.00 --- --
---- 0.03 - ---
--- 0.03
23.53
0.03
7.78
0.00 - -
- 0.03 - -
-- 0.03
23.57
0.03
7.78
0.00 - -
- 0.03 - --
. -- 0.03
23.60
0.03
7.77
0.00 -- -
- -- 0.03 -- --
- 0.03
23.63
0.03
7.77
0.00 - --
- 0.03 - -
- 0.03
23.67
0.03
7.77
0.00 - -
- 0.03 - -
- 0.03
23.70
0.03
7.77
0.00 -- -
-- 0.03 --- ---
--- 0.03
23.73
0.03
7.77
0.00 - -
- 0.03 - -
- 0.03
23.77
0.03
7.77
0.00 - -
- 0.03 - -
- 0.03
23.80
0.03
7.77
0.00 - --
-- 0.03 --- --
-- 0.03
23.83
0.03
7.77
0.00 - --
-- 0.03 - -
- - 0.03
23.87
0.03
7.77
0.00 - -
- 0.03 - -
-- 0.03
23.90
0.03
7.77
0.00 - ---
-- 0.03 -- --
--- 0.03
23.93
0.03
7.77
0.00 - -
- 0.03 - -
- 0.03
23.97
0.03
7.77
0.00 - -
- 0.03 - -
- 0.03
24.00
0.03
7.77
0.00 - -
-- 0.03 -- --
- 0.03
24.03
0.02
7.77
0.00 -- -
- 0.03 - -
-- 0.03
24.07
0.01
7.77
0.00 - -
- 0.03 - -
- 0.03
24.10
0.00
7.77
0.00 - --
--- 0.03 -- ---
--- 0.03
24.13
0.00
7.77
0.00 - --
-- 0.03 - -
- 0.03
24.17
0.00
7.77
0.00 - -
- 0.03 - -
- 0.03
24.20
0.00
7.77
0.00 - -
- 0.03 - ---
-- 0.03
24.23
0.00
7.77
0.00 - --
- 0.03 - -
- 0.03
24.27
0.00
7.77
0.00 - -
- 0.03 - -
- 0.03
24.30
0.00
7.77
0.00 --- --
-- 0.02 --
- --- 0.02
24.33
0.00
7.77
0.00 - --
- 0.02 - -
- 0.02
24.37
0.00
7.77
0.00 - -
- 0.02 -- -
- 0.02
24.40
0.00
7.77
0.00 - --
- 0.02 - -
-- 0.02
24.43
0.00
7.77
0.00 - --
- 0.02 - -
-- 0.02
24.47
0.00
7.76
0.00 - -
- 0.02 - -
- 0.02
24.50
0.00
7.76
0.00 -
- - 0.02 -- ---
----- 0.02
24.53
0.00
7.76
0.00 -- -
-- 0.02 - -
- 0.02
24.57
0.00
7.76
0.00 - -
- 0.02 - -
- 0.02
24.60
0.00
7.76
0.00 - --
-- 0.02 -
- - 0.02
24.63
0.00
7.76
0.00 -
- -- 0.02 - -
- 0.02
24.67
0.00
7.76
0.00 -
= - 0.02 - -
- 0.02
24.70
0.00
7.76
0.00 -
- - 0.02 --
-- 0.02
Continues on next page...
ECER YY E
OCT 0 3 2013
BY:

POST-DEV 10-YR
Page 9
Hydrograph Discharge Table
Time Inflow Elevation Clv, A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
CfS CfS
cfs CfS CfS cfs
CfS CfS CfS
24.73
0.00
7.76
0.00 -
- - 0.01 -
-- -- 0.01
24.77
0.00
7.76
0.00 -
- - 0.01 -
- - 0.01
24.80
0.00
7.76
0.00 -
- - 0.01 -
- - 0.01
24.83
0.00
7.76
0.00 -
- -- 0.01 -
-- - 0.01
24.87
0.00
7.76
0.00 --
--- - 0.01 ---
- --- 0.01
24.90
0.00
7.76
0.00 -
- - 0.01 -
- -- 0.01
24.93
0.00
7.76
0.00 --
--- - 0.01 -
- - 0.01
24.97
0.00
7.76
0.00 -
- - 0.01 -
-- 0.01
25.00
0.00
7.76
0.00 -
- - 0.01 -
- - 0.01
25.03
0.00
7.76
0:00 -
- - 0.01 -
- -- 0.01
25.07
0.00
7.76
0.00 -
- - 0.01 --
-- - 0.01
25.10
0.00
7.76
0.00 -
- - 0.01 -
-- -- 0.01
25.13
0.00
7.76
0.00 -
--- --- 0.01 -----
-- 0.01
25.17
0.00
7.76
0.00 -
- - 0.01 -
-- - 0.01
25.20
0.00
7.76
0.00 -
-- - 0.01 --
- -- 0.01
25.23
0.00
7.76
0.00 -
- - 0.01 -
- -- 0.01
25.27
0.00
7.76
0.00 -
- - 0.01 -
- -- 0.01
25.30
0.00
7.76
0.00 -
- - 0.01 -
- - 0.01
... End
ECER F' E
OCT 0 3 2013 bi,
9
BY.

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM
Director
September 30, 2013
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 25842
Subject: Request for Additional Information
Stormwater Project No. SW8 130907
Parking Lot Addition, Building 313
Onslow County
Dear Mr. Paul:
Pat McCrory, Governor
John E. Skvarla, III, Secretary
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for the Parking Lot Addition, Building 313 on September 11, 2013 with additional
information submitted on September 24, 2013. A preliminary review of that information has
determined that the application is not complete. The following information is needed to continue
theestormwater review:
1. Please confirm the surface area and volume associated with the temporary pool
elevation. The temporary pool elevation, considered to be the elevation of the next
available outlet, appears to be set at 8.0 ft. The supplement indicates that the temporary
pool surface area and volume is 4,049 ft2 and 2,028 ft3, respectively. However, the
calculations indicate that the surface area and volume provided at an elevation of 8.0 ft
is 4,393 ft2 and 3,771 ft3, respectively.
2. Please confirm the drawdown calculations presented on page 7 of the calculations. It
appears that the temporary storage elevation (8.0 ft) was not used in the drawdown
calculations; instead the minimum required storage elevation appears to have been
/ used.
Please confirm the volume provided in the forebay. On page 4 of the calculations, it
appears that a depth of 1 ft was used when determining the volume of the forebay
between elevations 3.5 ft and 4.0 ft.
Due to the relatively minor nature of these comments, the express additional information
review fee has been waived.
Please keep in mind that changing one number may change other numbers and require
the calculations, supplements, and other supporting documentation to be updated.
Verify all numbers are correct to ensure consistency in the application documents.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to October 8, 2013, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. Please note
that a second significant request for additional information may result in the return of the project.
If the project is returned, you will need to reschedule the project through the Express
coordinator for the next available review date, and resubmit all of the required items, including
the application fee.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: [phone]

Neal Paul
September 30, 2013
Stormwater Application No. SW8 130907
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project name and
State assigned project number on all correspondence. If you have any questions concerning
this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely, �l
11e"
Christine Nelson
Environmental Engineer
GDS/can: S:\WQS\StormWater\Permits & Projects\2013\130907 HD\2103 09 addinfo_2 130907
cc: Joe Avolis, Avolis Engineering
Wilmington Regional Office
Page 2 of 2

Nelson, Christine
From: Nelson, Christine
Sent: Monday, September 30, 2013 3:46 PM
To: 'Avolis Engineering, P.A.'; '[e-mail]'
Cc: Russell, Janet
Subject: RE: request for additional info - 313 parking addition
Attachments: 2013 09 addinfo_2 130907.pdf
Joe,
There are few items that required a second request for additional information for this project (attached). Please try to
submit the corrected items by October 4`h.
Thanks,
Christine
Email correspondence to and from this address is 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.
From: Nelson, Christine
Sent: Friday, September 20, 2013 12:31 PM
To: 'Avolis Engineering, P.A.'; thomas.bradshaw(c)usmc.mil
Cc: Russell, Janet
Subject: request for additional info - 313 parking addition
Joe,
Here's the request for additional information for the parking lot addition to Building 313. There are a few mismatched
numbers that need to be worked out. Please try to submit the corrected items by September 27, 2013.
Thanks!
Christine
** Please note the new direct phone number **
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7345 / Main: 910-796-2512 / Fax: [phone]
Email correspondence to and from this address is 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.

AVOLIS ENGINEERING. P.A.
P.O. Box 15564 New Bern, North Carolina 28561 - Office: 252.633.0068
September 24, 2013
Ms. Christine Nelson
Environmental Engineer
State Stormwater program
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Additional Information, Stormwater Project No. S W8 130907, Parking Lot Addition,
Building 313
Dear Christine:
Enclosed please find revised documents in response to your add info request of
September 20, 2013.
1. Corrected the total BUA in the second table to read 16,502.
2. Corrected page I and 4 of the supplement. Top of sediment elevations are o.5' for the
main pond and 2.5' for the forebay. ,
3. Changed the temporary pool volume to be that associated with the 1.5 inch storm vs.
the 2 inch storm. I have attached revised supplement pages.
4. Changed page 8 of the calculation sheet to use 8.0' vs. 7.99' in calculating the orifice
driving head. The pond draws down within 2-5 days for both the 1.5 and 2.0 inch storms.
5. The adjacent ditch is not a surface water feature.
We appreciate your assistance with this project. Should you have any questions, please
do not hesitate to give me a call.
Si erel
AvolisPE
P e dent
E"3EIVEG
I SEP 2 4 2013
BY:-------
Email: [e-mail] Fax: [phone]

Neal Paul
September 20, 2013
Stormwater Application No. SW8 130907
September 20, 2013
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 25842
Subject: Request for Additional Information
Stormwater Project No. SW8 130907
Parking Lot Addition, Building 313
Onslow County
Dear Mr. Paul:
The Wilmington Regional Office received an Express Stormwater Management Permit
Application for the Parking Lot Addition, Building 313 on September 11, 2013. A preliminary
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
2.
Correc.�S-c� -H�
SuP9�erMe.��--
FAg�
4.
ov,- G.
Please confirm that the information presented in Section IV.10 of the application is
correct. It appears that the total impervious area presented in the second table is the
same as the drainage area. ft9UC7ED� Ne LJ AFPWCA'noa PA6,E ArtW-N,E D
Please confirm the elevations of the pond as well as the average depth presented in the
supplement, operation and maintenance agreement, and calculations. The supC�RREcr
indicates that the bottom of the main pond (top of the sediment cleanout) will b 1.5 ft
however the O&M appears to indicate it will be 0.5 ft. The average depth calcu
indicates that the depth, which is the distance between the bottom of the vegetated shelf �(eS
and the bottom of the main pond, is 5 L ✓
Please confirm the volume to be stored in the temporary pool. The volume presented in
the supplement, 2,703 ft3, appears to be the volume of the 2 inch design storm used to
satisfy federal requirements.
Gofro3aA C 4. Please confirm the drawdown calculations. It appears that the temporary storage
elevation (8.0 ft) was not used in the drawdown calculations; instead the minimum
required storage elevation appears to have been used.
N' @ t^%5. The plans identify the top of bank of an existing ditch feature to the west of the site. NOT A,
foot wi blease clarify if this is a surface water feature. If surface waters, please provide the 50
foot buffer from the top of the bank. Also, please note that wet detention ponds are not
Snzm permitted to be located within the 50 foot buffer per Section 2.(b)(3)b.5 of Session Law L
*4 2008-211.
3.
Elc7 6. Due to the relatively minor nature of these comments, the express additional information
review fee has been waived.
7. Please keep in mind that changing one number may change other numbers and require
the calculations, supplements, and other supporting documentation to be updated.
Verify all numbers are correct to ensure consistency in the application documents.
ECEIVEft
Page 1 of 2 SEP 2 4 2013 91
6Y:

PF -
Neal Paul
September 20, 2013
Stormwater Application No. SW8 130907
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to September 27, 2013, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. Please note
that a second significant request for additional information may result in the return of the project.
If the project is returned, you will need to reschedule the project through the Express
coordinator for the next available review date, and resubmit all of the required items, including
the application fee.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project name and
State assigned project number on all correspondence. If you have any questions concerning
this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
Christine Nelson
Environmental Engineer
GDS/can: S:\WQS\Storm Water\Permits & Projects\2013\130907 HD\2103 09 addinfo 130907
cc: Joe Avolis, Avolis Engineering
Wilmington Regional Office
Page 2of2 mECEIVE
5EP 2 4 2013

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM
Director
September 20, 2013
Commanding Officer
MCB Camp Lejeune
c/o Neal Paul, Deputy Public Works Officer
Building 1005 Michael Road
Camp Lejeune, NC 25842
Subject: Request for Additional Information
Stormwater Project No. SW8 130907
Parking Lot Addition, Building 313
Onslow County
Dear Mr. Paul:
Pat McCrory, Governor
John E. Skvarla, III, Secretary
'11c, P--Y-AGA
The)WilmingtonRegional Office received an Express Stormwater Management Permit
Application for the Parking Lot Addition, Building 313 on September 11, 2013. A preliminary
review of that information has determined that the application is not complete. The following
information is needed to continue the stormwater review:
1. Please confirm that the information presented in Section IV.10 of the application is
correct. It appears that the total impervious area presented in the second table is the
same as the drainage area.
V 2. Please confirm the elevations of the pond as well as the average depth presented in the
supplement, operation and maintenance agreement, and calculations. The supplement
indicates that the bottom of the main pond (top of the sediment cleanout) will be 1.5 ft
however the O&M appears to indicate it will be 0.5 ft. The average depth calculation
indicates that the depth, which is the distance between the bottom of the vegetated shelf
and the bottom of the main pond, is 5 ft.
3. Please confirm the volume to be stored in the temporary pool. The volume presented in
the supplement, 2,703 ft', appears to be the volume of the 2 inch design storm used to
satisfy federal requirements.
4. Please confirm the drawdown calculations. It appears that the temporary storage
elevation (8.0 ft) was not used in the drawdown calculations; instead the minimum
required storage elevation appears to have been used.
5. The plans identify the top of bank of an existing ditch feature to the west of the site.
Please clarify if this is a surface water feature. If surface waters, please provide the 50
foot buffer from the top of the bank. Also, please note that wet detention ponds are not
permitted to be located within the 50 foot buffer per Section 2.(b)(3)b.5 of Session Law
2008-211.
6. Due to the relatively minor nature of these comments, the express additional information
review fee has been waived.
Please keep in mind that changing one number may change other numbers and require
the calculations, supplements, and other supporting documentation to be updated.
Verify all numbers are correct to ensure consistency in the application documents.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: [phone]

Neal Paul
September 20, 2013
Stormwater Application No. SW8 130907
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received in this Office prior to September 27, 2013, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please email or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. Please note
that a second significant request for additional information may result in the return of the project.
If the project is returned, you will need to reschedule the project through the Express
coordinator for the next available review date, and resubmit all of the required items, including
the application fee.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject
to enforcement action pursuant to NCGS 143-215.6A.
Please label all packages and cover letters as "Express" and reference the project name and
State assigned project number on all correspondence. If you have any questions concerning
this matter please feel free to call me at [phone] or email me at
[e-mail].
Sincerely,
CLJ .l �I
Christine Nelson
Environmental Engineer
GDS/can: S:\WQS\StormWater\Permits & Projects\2013\130907 HD\2103 09 addinfo 130907
cc: Joe Avolis, Avolis Engineering
Wilmington Regional Office
Page 2 of 2

` Nelson, Christine
From:
Nelson, Christine
Sent:
Friday, September 20, 2013 12:31 PM
To:
'Avolis Engineering, P.A.'; [e-mail]
Cc:
Russell, Janet
Subject:
request for additional info - 313 parking addition
Attachments:
2013 09 addinfo 130907.pdf
Joe,•
Here's the request for additional information for the parking lot addition to Building 313. There are a few mismatched
numbers that need to be worked out. Please try to submit the corrected items by September 27, 2013.
Thanks!
Christine
** Please note the new direct phone number **
Christine Nelson
Environmental Engineer
State Stormwater Program
NC Division of Energy, Mineral and Land Resources
127 Cardinal Drive Ext., Wilmington, NC 28405
Direct: 910-796-7345 / Main: 910-796-2512 / Fax: [phone]
Email correspondence to and from this address is subject to the North Carolina Public Records Law
and may be disclosed to third parties unless the content is exempt by statute orother regulation.

Stormwater Management Narrative
Construct Parking Lots, Hadnot Point and French Creek
MCB Camp Lejeune, NC
Building 313
This project proposes to construct a new asphalt paved parking area in an existing grassed
area. The parking area will be an extension of an existing parking lot. The site is located
in an older area of the base with no surrounding stormwater boundaries. The runoff from
the existing impervious areas, with the exception of 642 SF of street/sidewalk area,
around the site will be diverted around the drainage basin for the new parking area. The
project will convert 15,860 SF (0.364 Ac.) of grassed area into asphalt parking area.
The drainage boundary established for this project is 25,107 SF in size. The BUA
consists of 15,860 SF of new parking area and 642 SF of existing BUA. The project
built -upon area percentage is 65.73.
Stormwater treatment will be by a wet pond sized for 90% TSS. The SA/DA ratio is
7.63%. The pond average depth is 3.0 feet and it is sized to contain and drawdown the
runoff volumes associated with both the 1.5 and 2.0 inch storms. The minimum required
pond surface area is 1,916 SF compared to the 2,732 SF provided.
The work area does not impact any wetlands. The pond and parking area are located in a
managed lawn area that is not regulated by the US Army Corps of Engineers.
The site drains to the New River which is classified as SC;NSW (Index #19-(15.5)). All
work is located greater than fifty feet from surface waters.
1.5 acres of the site will be disturbed by this project in order to construct the parking area.
The sedimentation and erosion control plan is being concurrently submitted.
The soils on the site are classified as Baymeade by the Onslow County Soil Survey.
Baymeade is described as a loamy sand at the depths to be disturbed by this project.
The property is owned by the Federal Government. There are not any known historic
sites on the property.
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NCDENR
North Carolina Department of Environment and
Natural Resources
Request for Express Permit Review
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity r
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296.4698;alison.davidson(rDncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(alncn il.net
• Mooresville & -Patrick Grogan 704-663.3772 or patrick.arogan(a)ncmail.net
• Washington Region -Lyn Hardison 252.946.9215 or lyn.hardison(Dncmail.net
Wilmington Region -Janet Russell 910-350.2004 or ianet.russell(ciircmail.net
NOTE. Project application received after 12 noon will be stamped in the following work day
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review. FAX or Email the completed form to
Permits of request
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Project Name: FY13 CONSTRUCT PARKING LOTS HADNOT PT & FRENCH CRK (313) County: ONSLOW
Applicant: COMMANDING OFFICER Company: MCB CAMP LEJEUNE
Address: 1005 MICHAEL ROAD City: CAMP LEJEUNE, State: NC Zip: 28547•_
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:'H' STREET
Project Drains into NEW RIVER waters — Water classification SC NSW (for classification see-http #h2o env state nc uslbimslreports/reoortsWB.himl)
Project Located in WHTIE OAK River Basin. Is project draining to class ORIN waters? N , within''/2 mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: JOSEPH C. AVOLIS, P.E. Company: AVOLIS ENGINEERING, P.A.
Address: P.O. BOX 15564 City: NEW BERN, State: NC Zip: 28560-_
Phone: [phone], Fax: 252-633,6507; Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ IntermittenVPerennial Determination: _ # of stream calls — Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Welland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)]
® High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retenfion _ # Treatment Systems ElHigh Density —SW Wetlands _ # Treatment Systems
ElHigh Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit a)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 1_5 acres to be disturbed.(CK # (for DENR use))
SECTION THREE — PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request
Wetlands on Site ❑ Yes ® No Buffer Impacts: ® No ❑ YES: _acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property [I Yes ® No
US ACOE Approval of Delineation completed: ❑ Yes ® No 404 Application in Process w/ US ACOE: ❑ Yes ® No Permit
Received from US ACOE ❑ Yes ® No
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NCDENR EXPRESS March 2009

BUILDING *313
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Stormwater Management Narrative
Construct Parking Lots, Hadnot Point and French Creek
MCB Camp Lejeune, NC
Building 313
This project proposes to construct a new asphalt paved parking area in an existing grassed
area. The parking area will be an extension of an existing parking lot. The site is located
in an older area of the base with no surrounding stormwater boundaries. The runoff from
the existing impervious areas, with the exception of 642 SF of street/sidewalk area,
around the site will be diverted around the drainage basin for the new parking area. The
project will convert 15,860 SF (0.364 Ac.) of grassed area into asphalt parking area.
The drainage boundary established for this project is 25,107 SF in size. The BUA
consists of 15,860 SF of new parking area and 642 SF of existing BUA. The project
built -upon area percentage is 65.73.
Stormwater treatment will be by a wet pond sized for 90% TSS. The SA/DA ratio is
7.63%. The pond average depth is 3.0 feet and it is sized to contain and drawdown the
runoff volumes associated with both the 1.5 and 2.0 inch storms. The minimum required
pond surface area is 1,916 SF compared to the 2,732 SF provided.
The work area does not impact any wetlands. The pond and parking area are located in a
managed lawn area that is not regulated by the US Army Corps of Engineers.
The site drains to the New River which is classified as SC;NSW (Index #19-(15.5)). All
work is located greater than fifty feet from surface waters.
1.5 acres of the site will be disturbed by this project in order to construct the parking area
The sedimentation and erosion control plan is being concurrently submitted.
The soils on the site are classified as Baymeade by the Onslow County Soil Survey.
Baymeade is described as a loamy sand at the depths to be disturbed by this project.
The property is owned by the Federal Government. There are not any known historic
sites on the property.
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