SW8090815_HISTORICAL FILE_20110411

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
C HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20 \ \ U
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
April 11, 2011
Commanding Officer
c/o Carl Baker, Deputy Public Works Officer
US MCB Camp Lejeune
Bldg 1005 Michael Rd.
Camp Lejeune, NC 28542
Subject: State Stormwater Management Permit No. SW8 090815
Lincoln Park Residential Development
High Density Commercial Wet Detention Pond Project
Onslow County
Dear Mr. Baker:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete, modified Stormwater
Management Permit Application for Lincoln Park Residential Development on April 8,
2011. 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.1000 and Session Law 2008-211. We are forwarding modified Permit No. SW8
090815 dated April 11, 2011, for the construction of the subject project.
This permit shall be effective from the date of issuance until February 1, 2020, and shall
be subject to the conditions and limitations as specified therein. Please pay special
attention to the Operation and Maintenance requirements in this permit. Failure to
establish an adequate system for operation and maintenance of the stormwater
management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you
have the right to request an adjudicatory hearing upon written request within thirty (30)
days following receipt of this permit. This request must be in the form of a written
petition, conforming to Chapter 150E of the"North Carolina General Statutes, and filed
with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-
7447. 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, or me at [phone].
Sinc
erely,
CA�
Stormwater Supervisor
Division of Water Quality
GDS/ can: S:\WQS\StormWater\Permits & Projects\2009\090815 HD\2011 04 permit 090815
cc: Ted Miller, Kimley-Horn and Associates
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 - One
Phone: [phone] \ FAX [phone] Customer Service: 1-877-623-6748 North Carolina
Internetw .ncwaterquality.org cT a'n{u,ya//Y

State Stormwater Management Systems
Permit No. SW8 090815
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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
Lincoln Park Residential Development
Brewster Blvd, 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 of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until February 1, 2020, 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.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 1,657,718 square feet of
impervious area.
3. A 50' wide vegetative buffer must be provided adjacent surface waters,
measured from 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 wet detention pond as it has been
designed to remove 90% of the total suspended solids.
5. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. The built -upon area for the future
development is limited to 11,400 square feet.
6. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 8

State Stormwater Management Systems
Permit No. SW8 090815
7. 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.
8. The following design criteria have been provided
in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, ?cres:
118.82
Onsite, ft :
5,175,814
Offsite, ft2:
95,817
b. Total Impervious Surfaces, ft2:
1,657,718
Onsite, ft!
1,643,427
Future, ft2:
11,400
Offsite, ft2:
2,891
C. Design Storm, inches:
1.5
d. Average Pond Design Depth, feet:
3.0
e. TSS removal efficiency:
90%
f. Permanent Pool Elevation, FMSL:
11.00
g. Permanent Pool Surface Area, ft2:
245,659
h. Total Permitted Forel�ay Volume, ft':
144,908
Forebay 1A, ft :
134,356
Forebay 1B, ft3:
10,552
i. Permitted Storage Volume, ft3:
805,221
j. Temporary Storage Elevation, FMSL:
14.00
k. Pre-dev. 1 yr-24 hr. discharge rate, cfs:
6.41
I. Controlling Orifice:
6.0"0 pipe
M. Orifice flowrate, cfs:
0.91
n. Permanent Pool Volume, ft3:
790,735
o. Max. Fountain Horsepower
3 HP
p. Receiving Stream/River Basin:
Morgan Bay / White Oak
q. Stream Index Number:
19-18
r. Classification of Water Body:
"SC"
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
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 time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 8

State Stormwater Management Systems
Permit No. SW8 090815
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the
deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away
from the shoreline.
d. The maximum horsepower for a fountain in this pond is 3 horsepower.
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are 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.
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. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further 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.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
Page 4 of 8

State Stormwater Management Systems
Permit No. SW8 090815
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. At least 30 days prior to a change of ownership, or a
name change of the permittee or of the project, or a mailing address change, the
permittee shall submit a completed and signed Name/Ownership Change Form
to the Division of Water Quality, accompanied by the supporting documentation
as listed on the form. The approval of this request will be considered on its merits
and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
nor the conveyance of common area to a third party constitutes an approved
transfer of the stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
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. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. 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.
Page 5 of 8

State Stormwater Management Systems
Permit No. SW8 090815
Permit modified and reissued this the 11th day of April, 2011.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
M
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 8

State Stormwater Management Systems
Permit No. SW8 090815
Lincoln Park Residential Development
Stormwater Permit No. SW8 090815
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 7 of 8

State Stormwater Management Systems
Permit No. SW8 090815
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-DWQ Regional Office
Page 8 of 8

DWQ USE ONLY
Date ecei
cd
Fee Paid
Permit Number
Applicable Rule4: 0 Coastal SW —1995 ❑ Coastal SW — 2008 ❑ Ph II - Post C nstr I .on
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Lincoln Park Residential Development)
2. Location of Project (street address):
City:Camp Lejeune County:Onslow Zip:28542
3. Directions to project (from nearest major intersection):
Drive west from the intersection of Stone Street and Brewster Boulevard. The project site will be on the left
side of the road in approximally half a mile.
4. Latitude:34° 42' 41" N Longitude:-77° 21' 58" W of the main entrance to the project.
11. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New ®Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 090815 , its issue date (if known)08 February 2010, and the status of
construction: ❑Not Started NPartially 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):
❑CAMA Major ®Sedimentation/Erosion Control: 110.73 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,
issue date and the type of each permit:The Village at Carolina Sands (formerly Linco
/Permit Number,
Fonn SWU-101 Version 07July2009 Page I of 6
MAR 2 2 2011

III. CONTACT INFORMATION
I. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the oroiect):
Applicant/Organization:Commanding Officer, US MCB Camp Lejeune
Signing Official & Title:Carl Baker, Deputy Public Works Officer
b.Contact information for person listed in item la above:
Street Address:Bldg 1005 Michael Road
City: Camp Lejeune State:NC Zip:28542
Mailing Address (if applicable):Bldg 1005 Michael Road
City: Camp Lejeune State:NC Zip:28542
Phone: (910 ) 451-2213
Em ai bca rl.h.ba kerOusmc. mi
Fax: (910 ) 451-2927
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:Same as above
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if
City:_
Phone:
State: Zip:
Fax: ( 1
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official &
b.Contact information for person listed in item 3a above:
Mailing Add
Phone: ( 1 Fax:
4. Local jurisdiction for building permits:
Point of Contact: Phone #:
Form SWU-101 Version 07July2009 Page 2 of
REtom'7W ED
MAR 2 2 LDji
BY:

IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Runoff from rainfall events will be controlled by a series of drainage inlets and underground piping networks
Each of these networks empty directly into an on -site basin Two of the basins act as interconnected forebays
and one basin acts as a wet pond. The forebays discharge into the wet pond, which has a single outfall into an
unnamed ditch on the south west corner of the subject property.
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.Identify the regulation(s) thepproject has been designed in accordance with:
❑ Coastal SW -1995 L J Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 139.90 acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7 TotalPrope--- `_._.W.. _._____.___. __-. _. __. _ . _.
-� rt Area 4 Total Coastal Wetlands Area 5 Total Surface Water Area 6 Total Project Area*:
139.90 acres
Total project area shall be calculated to exclude the following: the nonnal yool of impounded structures, the area
between the banks of streams and rivers, the area below the �4ormal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may be
included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 27.21 %
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Draina e Area 1
Draina e Area _
Draina e Area
Drainage Area
Receiving Stream Name
MOROAN BAY
_
Stream Class *
SC
Stream Index Number *
19-18
Total Drainage Area (so
5,271,631
On -site Drainage Area (so
5,175,814
Off -site Drainage Area (so
95,817
Proposed Impervious Area**
s
1,657,718
% Impervious Area*' total
31.45%
Impervious" Surface Area
DrainageAreal
Draina e Area _
Draina a Area _
Draina e Area
On -site Buildings/Lots (so
856,438
_
On -site Streets (so
762,549
On -site Parking (so
11,300
On -site Sidewalks (so
13,140
Other on -site (so
0
Future (so
11,400
Off -site (so
2,891
Existing BUA*** (so
0
Total (sf)
1,657,718
Stream Class and Index Number can be determined at: Idtp /J12o enr state ruc us/bimc/reports/rep rtsGV hh -
Imppervious area is defined as the built upon area including, but not linited to, buildings, roads, parkiryg{ Kea 2011
sidewalks. vravel areas, etc. IK�GYIC
-----Form'SWU-101 Version 071u1y2009—+-----^-Page 3 of ` _, 0
i3Y:

'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. Take off from
Ad school development.
'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 NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
fromhttp://h2o.enr.state.nc.us/su/bmp forms.htm.
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 ht___pt :/ /h2o.enr.state.nc.us/su/bmp_forms.htm. 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 http://h2o.enr.state.nc.us/su/msi maps.htm.)
Please indicate that the following required information have been provided by initialing in the space provided for
each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for
each submitted application package from http://h2o.enr.state.nc.us/su/bmp_forms.htm.
I 'ti
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants ill )A
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. JY700D
4. Permit application processing fee of W5 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.orgZ a es/onestopexpress.htrni 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
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USCS map identifying the site location. If the receiving stream is reported as class SA or the rlcenoost 7
receiving stream drains to class SA waters within'h mile of the site boundary, include the'h S�$�
mile radius on the map.
7. Sealed, signed and dated calculations.
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.
I. 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.
1. 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 [P:_FCFTVF,]D
qualified person. Provide documentation of qualifications and identify the person whomade the determination on the plans. 2 2011
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
Form SWU-101 Version 07July2009 Page 4 of 6

o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify f R&V100st Y
elevations in addition to depths) as well as a map of the boring locations with the existing 5 u 1&11 T 2T 2
elevations and boring logs. Include an 8.5"x11" 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 verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: N/A Page No: N/A / A
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC N A
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 NCAC 2H.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.secretary.state.nc.us/­`Corporations/CSearch.aspx
VII. 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://h2o.enr.state.nc.us/su/bmp forms.htm#deed restrictions. 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: Edward (Ted) Miller
Consulting Firm: Kimley-Horn and Associates
Mailing Address:501 Independence Parkway
City:Chespapeake
Phone: (757 ) 548-7300
Email:[e-mail]
State:VA Zip:23320
Fax: (757 ) 548-7301
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) Carl Baker, DeputyPW Office certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item la) with (print or type name of organization listed in
Contact Information, item lb) 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.
Fonn SWU-101 Version 07July2009 Page 5 of
F�C�JVED
MAR 2 2 I'll
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.
I, , a Notary Public for the State of
do hereby certify that
before me this _ day of
stormwater permit. Witness my hand and official seal,
SEAL
County of
personally appeared
and acknowledge the due execution of the application for a
My commission
X. APPLICANT'S CERTIFICATION
1, (print,"Jype mate of person listed in Contact Information, item 2)
certify that t 1 ormation included on this permit application form is, to the best of my knowledge, correct and
that the project wi constructed in conformance with the approved plans, that the required deed restrictions
and protective covenan ill be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules biader 15A NCAC 2H .1000, SL 2006-246 (Ph. II — Post Construction) or SL 2008-211.
for the State of
do hereby certify that
before me this _ day of
stormwater permit. Witness my hand and official seal,
SEAL
My commission
County of
personally appeared
the due execution of the application for a
Fonn SWU-101 Version 071uly2009 Page 6 of
MAR 2 2 2011

X. APPLICANT'S CERTIFICATION
1, (print or hype name of person listed in Contact Information, item 2)Carl Baker, Dejuht Public Works Officer
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwa r rules under A N C 2H .1000, SL 2006-246 (Ph. II- Post Construction) or SL 2008-211.
v Signature: Date:
I, V I v I CL Nfo r ri s a Notary Public for the State of Iy th cnrb 1i pall County of
S. 004 do hereby certify that (arI C4�0.Ke c- personally appeared
I
before me this n day of KMrc1') aoI I and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, �l IA,�eZ-,J YL La
IW
SYLVIA NORRIS
NOTARY PUBLIC
ONSLOW COUNTY CCOMMISSION EXPIRES
SEAL
My commission expires 3 tiY - 10 cJ
Form S WU-101 Version 07July2009 Page 7 of 7
RRap'- E D
MAR 2 2 Z011
BY:

MEMORY TRANSMISSION REPORT
FILE NO.
434
DATE
04.11
14:30
TO
: F1919104512927
DOCUMENT PAGES
9
START TIME
04.11
14:30
END TIME
04.11
14:32
PAGES SENT
9
STATUS
OR
*** SUCCESSFUL TX NOTICE
TIME :04-11-'11 14:32
FAX NOA :910-350-2004
NAME :DENR Wilmington
***
sfata or North Carolina
Department of Envirownent and Natural Rcso urccs
Wilmington Regional Orifice
Beverh� Eaves Perdv e. Governor Dee Frccm on, Sccre.ary
FAX COVER SHEET
From-
11-h L, 7
FAX/i: 910.350.2004
.z> c....�...� n.�... a wn...m a•�+. v.e. xx.na rd.n..�..�(�.n) »a.>n. n.. (o.n) ao-xro.

MEMORY TRANSMISSION REPORT
TIME :04-11-'11 14:34
FAX NO.1 :910-350-2004
NAME :DENR Wilmington
FILE NO.
435
DATE
04.11
14:30
TO
: 8 917575487301
DOCUMENT PAGES
9
START TIME
04.11
14:32
END TIME
04.11
14:34
PAGES SENT
9
STATUS
OR
*** SUCCESSFUL TX NOTICE
5 tate of Nont. aliras
D cp arxmcnt of Environmenat ands Natural Acsourcea
Wilmington Regional Office
Devarly Eu ves Pmdue, Governor
FAX COVER SHEET
Der Freemara, Secretory
Date L ! No_ O UE. J
To:INEWFrom:
FAX#: 910.350,2004

r,
C®n Kimley-Hom
=_ and Associates, Inc.
April 5, 2011
Christine Nelson
North Carolina Department of Environment and Natural Resources
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Express Permitting: Request for Additional Information
Stormvater Project No. SW8 090815
The Village at Carolina Sands (formerly Lincoln Park Residential Development)
Onslow County
Dear Christine:
Suite 300
501 Independence Parkway
Chesapeake, Virginia
23320-5159
Please accept this letter as a response to the comments received in your letter dated
March 31, 2011. Attached is the revised application and BMP calculations and two (2)
copies of the revised plan sheets — the plan sheets were revised to illustrate the addition
of weir in the forebay added to the northwestern corner of the BMP. Additionally, CG-
108 has been revised to remove the reference to the pool drain. This letter will address
each comment through additional information and attachments. The responses below
are numbered to correspond with the comments contained in the aforementioned March
31 201 1 letter (see attached).
1. Upon further review of the drainage areas identified in Section 111.10 of the
application, it was determined the on -site drainage area was listed incorrectly. The value
has been corrected and the revised application is attached. Please note the total drainage
area and the ofl'site drainage areas were listed correctly.
2. The permanent pool volume calculations have been verified. The values have been
slightly modified, consequently, a revised spreadsheet illustrating the stage -volume
calculations is attached for your reference.
J. The attached stage -volume calculations include calculations for each forebay. The
calculations illustrate the volume of each of the two forebays relative to their respective
drainage areas.
TEL [phone]
FAX [phone]
APR 0 8 2011
BY:

C��FJ Kimley-Hom
=_ and Associates, Inc.
Ms. Christine Nelson, April 5, 2011, Page 2
4. The plan sheet has been revised to eliminate the reference to the pool drain. The pool
drain is directed to the sanitary sewer system — only the deck drains are routed to the
stormwater treatment collection system.
5. A weir has been added to the earthen berm of the forebay located in the northwest
corner of the BMP.
6. It is understood the express additional information fee has been waived for this
request for additional information.
7. It is understood that changes to one number in the BMP calculations will effect
others. The attached calculations/supplements have been reviewed and revised to reflect
the changes made to the pond volumes.
If you have any questions or require additional information, please contact me at
[phone] or email me at Ted.Miiier(@,kimiev-hom.com. We look forward to
hearing from you.
Sincerely,
Kimley-Horn and Associates, Inc.
Edward (Ted) Miller
Project Manager
Enclosures: Stonmwater Pennit Application, Including Supporting Calculations and
Plans
APR 0 9 201

STORMWATER PERMIT (SW8 090815) MODIFICATION
NARRATIVE AND CALCULATIONS
The Village at Carolina Sands
(FORMERLY LINCOLN PARK RESIDENTIAL DEVELOPMENT)
AT CAMP LEJEUNE
ONSLOW COUNTY, NORTH CAROLINA
PREPARED FOR:
North Carolina Department of Environment and Natural Resources
CE„��E'
A s
PREPARED BY: F EAL
035380
KIMLEY-HORN AND ASSOCIATES, INC. '92 �rN...
501 INDEPENDENCE BOULEVARD SUITE 300
CHESAPEAKE, VA 23320
MARCH 2011
KHA #116319001
r _ T
APR 0 S 2011
I .

MODIFICATION TO PERMIT #SW 8 090815
Overview
The purpose of this permit modification is to recognize the proposed construction of the remaining 120
units of the 340 residential units that were previously permitted as FUTURE BUA. The previously
approved storntwater narrative and impervious area calculations, which were submitted in January 2010,
anticipated the future build out of the subdivision, consequently, no additional impervious area is
proposed.
Proposed Revisions
The construction plans have been revised to include 60 additional duplex units and the associated roads
and utility and storm sewer infrastructure. The storn sewer system servicing the additional area drains to
BMP 1. The previously approved stornwater calculations allocated the impervious area for this section
of the development as FUTURE BUA. Consequently, the impervious area calculations have been revised
to reflect the proposed impervious area associated with the additional 120 units as PROPOSED and not
FUTURE BUA. Please note that the total impervious area allocated by the permit has not changed.
The plan revision also reflects a slight reduction in the total drainage area for BMP 1. A reduction of 2.37
acres of pervious area behind units #126 and #127 is no longer proposed to drain to BMP #1 and an
additional 1.71 acres of offsite pervious area is now proposed to drain to BMP 1. The net change is a
reduction of 0.66 acres (or 0.54% of total area) draining to BMP #1. Please refer to the Post
Development drainage area map for a representation of the drainage area revision.
APR 0 8 2011
116319001 Lincoln Park Residential 3/21/2011

R
Cam❑ adAttaiga,k
Wet Detention Basin
Stage -Storage
Project Information
Project Name: Lincoln Park Residential Development at Camp Lejeune
KHA Project It 116319001
Designed by: EB Date: 4152011
Checked by: TM Date: 4/512011
BMP. BMPNl
WET DETENTION BASIN 1
6.00 160,276 3.68 0 0 000 seomeot
7.00 167,497 3.85 163,887 0 1,W storage
7.50 171, 107 3.93 84,651 0 1.50
8.00 174,717 4.01 86455 86455 200
9.00 181,937 4.18 178327 264783 300
1000 189.157 4.34 185.547 450,330 4.Do
10.50 192,757 443 95,481 545,811 4.50
11.00 196,377 4.51 97,286 643,097 5.00 parse
11,50 261.238 6.00 114404 757,Wl 5.50
1200.265,270 609 131.627 889,128 6.DO
13.00 273,410 628 269,340 1,158,468 7Do
14.00 281,650 6.47 277,530 1,436,998 8.00 iup or Rbn
15.00 289,992 6.66 285821 1.721.818 900
16.00 298434 685 294,213 2,016,031 1000
17.00 306,978 7.05 302,706 2.318,738 11.W
18.00 315622 7.25 311.300 2.630,038 12,00
so it
acre
cu It
cu It
0
Total Drainage Area =
12102
(so)
6.00
28,672
066
0
0
0.00
semm.,4 Drainage Area to Forebay 1A=
115,71
(ac)
7.00
31,660
073
30,166
0
1,00
storage Receives
95.61%
oftotalwatershed
T50
33.155
0l6
16,204
0
1.50
8.00
34,650
080
16,951
16,961
2,00
Required Forebay Volume = (95.61%)'(20%)
9Do
37,640
0.an
. .
38145
53,096
300
-
19.12%
of Permanent Pool
10.00
40.630
0.93
39.135
92,231
4.00
Provided Forebay Volume =
16,99%
of Permanent Pool
low
42,125
0.97
20689
112,920
4.50
Forebay #18
Contour Contour Incremental Accumulated Stage,
Counfour Area Area Volume Volume, S 2
s It acre cub cub It
6 00 657 002 0 0 0 00
7.00 1, 172 0.03 915 0 1,00
7.50 1203,0.03 594 0 1.50
800 1845 0.04 762 762 2.00
9.00 2655 0W 2,2W 3,012 3.00
1000 3,622 0.08 3, 139 6, 151 4.00
10,50 4.161 0,10 1,946 8,096 4.50
11.00 5662 0.13 2456 10,552 6.00
Total Drainage Area
121.02
(do)
Drainage Area to Forebay 16 =
5.31
(do)
semmem Receives
4.39%
of total watershed
storage
Required Forebay Volume = (4.39%)-(20%)
-
0.88%
of Permanent Pool
Provided Forebay Volume =
1.33%
of Permanent Pool
ti ou
189,605
4.3b
u
u
V.uu
seegoe,n
7.00
200,329
4.W
194,967
0
1,00
swag.
7.50
205,465
4,72
101449
0
1,50
8,00
212.022
4.87
104,372
104,372
2.00
9.00
223.199
5.12
217,611
321,982
3.W
1000
233.948
5.37
228,574
550,555
4.00
10.50
240,554
5.52
118.626
669.181
4.50
11.00
245,659
5.64
121,553
790,735
5.00
aarsE
11,50
261.238
600
126,724
917.459
5So
1200
265270
609
131.627
1,049,086
6.00
13.00
273,410
628
269,340
1318426
Too
14.00
281,650
6.47
277,530
1,595,956
8.00
lop or Rlaer
1500
289,992
6.66
285,821
1,881.776
9,00
16.00
298434
6.85
294,213
2,175.989
10.00
17.00
306978
7.05
302,706
2478,696
11.00
18.00
315622
7.25
311,300
2,789,995
1200.
Permanent Pool Volume= 790,734.50
Total Forebay Volume= 144,908.25
= 18.33 % of Permanent Pool
•\\\\11111111/
\o �N CAR,
%% 9�;. GjNI
APR 0 8 2011 �'••.. � E.
'�numn

Kimley-Horn
_ and Associates, Inc.
Wet Detention Basin Design Summary
Project Information
Project Name: Lincoln Park Residential Development at Camp Lejeune
KHA Project #: 116319001
Designed by: ES Date: 4/5/2011
Checked by: TM Date: 4/5/2011
Design Resource: NCDENR - Stormwater Best Management Practices Manual ( July 2007)
Site Information
Sub Area Location: BMP # 1
Drainage Area (DA) =
121.02 Acres
Impervious Area (IA) =
38.06 Acres
Percent Impervious (1) =
31.45%
Required Storage Volume (Water Quality)
Design Storm = 1.5 inch
Determine Rv Value (in/in) = 0.05 + .009 (1) = 0.33
Storage Volume Required = 219,461 cf (above Permanent Pool)
Storage Volume Provided = 805,221
Required Surface Area
Average Depth=
3.22
ft
SA/DA =
3.38
(90% TSS Removal via Pond)
Min Req'd Surface Area =
178,181
sf (at Permanent Pool)
Surface Area Provided =
245,659
sf (at Permanent Pool)
Required Length to Width Ratio
1.5 to 1
Length to Width Provided =
2.50
Required Length of flowpath to Width Ratio
3 to 1
Length of flowpath to Width Provided =
3.00
Pretreatment Device
Forebay
Required Forebay Sizing
Required Volume =
20.00%
of Permanant Pool
Permanent Pool Volume =
790,735
cf
Required Forbay Volume =
158,147
cf
Forebay Volume Provided =
144,908
cf
18.33%
of Permanant Pool
Summary of Proposed Pond
Bottom of Pond Elevation =
7.50
ft
Sediment Storage Depth =
Permanent Pool Elevation =
1.50
ft.
ftCA�f0�°O•,�
,Ot%11rrrr'rrrr,°
11.00
Temporary Pool Elevation =
14.00
ft
•�
7
Top of Pond Elevation =
19.00
ft
MAL
Permanent Pool Surface Area =
245,659
sf
1�
- �'
Temporary Pool (water quality storage) =
805,221
cf
- 0 5380
Area @ Top of Temporary Pool =
281,650
sfti
S-��
Side Slopes of Pond =
Volume of Forebay 1 =
4
1
cf
,9,y ., INE e*
•., /F� R�
144,908
°°�°°rr11;1110'
Length to Width Ratio =
2.5
:1
`%%%
Length of flowpath to Width Ratio =
3
:1
APR 0 8 2011

®®®® Kimley-Horn
and Associates, Inc.
Wet Detention Basin
ORIFICE EQUATION
Project Information
Project Name: Lincoln Park Residential Development at Camp Lejeune
KHA Project M 116319001
Designed by: RAO Dale: 1/6/2010
Checked by: TM Dale: 1/6/2010
Sub Area Location: BMP 41
Water Quality Orifice
' Orfice Equation Determination of Water Quality Volume Drawdown Time
Temporary Pool Elev (Riser Elev) = 14 ft
Permanent Pool Elev (Invert of Once) = 11 ft
Diameter of Orfice = 6 in
Orifice Discharge Equation:
FEW � -'134 a1d (29Ho)r 4s�dt_ a
where,
Co= description
A = rrr7
g = force of gravity
Ho = H/3
0.6 (unitless)
61963 ft'
32.2 ft/sec2
0.92 ft
Orrice Diameter
�.:�uff rw>111Ho ,�(P,ond Elevagonr,_Elevahon�of Orfic_-_e elnvert)�(Orfice�Diameterl2)*
Q =
0,905 cfs
Required Temporary Storage =
219,461 ft3
Drawdown Time, t=
242,453 sec
t =
67.35 hours
t =
2.81 days
APR 0 8 Z011

® Kimley-Horn
FIRMand Associates, Inc.
Post -Development Percent Impervious Calculation
Project Information
Project Name: Lincoln Park Residential Development
KHA Project M 116319001
Designed by: EB Date:
Checked by: EM Date:
312112010
3/21/2010
Proposed Development
BASIN DRAINAGE AREA (AC) IMPERVIOUS AREA (AC) %IMPERVIOUS
BMP7
67.79
18.16
26.8%
FOREBAY2
24.21
8.67
35.8%
FOREBAY5
29.02
11.23
38.7%
Total
121.02
38.06'31T.45%
APR 0 8 2011

FOREBAY #5 - Proposed
Impervious Area of Housing
Duplex Type Approximate Area of No of Structures Total Area (so Total Area (ac)
Structure
1
4,700
11
51,700
1.19
2
4.550
11
50,050
1.15
3
4,700
14
65,000
1.51
4
5,800
10
68,000
1.33
5
4,800
5
24,000
0.55
6
6,250
2
12,500
0.29
Total
53262050}f,
"%
E.*�"'X� 602
Impervious Area of Roadways and Sidewalks
Road Label Right of Way Verge Road Length Road Area (sf) Road Area (ac)
A
54
9
920
41,400
0.95
B
69
12
400
22,800
0.52
B
59
8
250
12,750
0.29
D
45
8
780
30.420
0.70
E
45
8
966
37,674
0.86
F
45
8
1,140
46,740
1.07
G
45
8
620
25,420
0.58
Culde-sac
8,300
0.19
Total
5.076
�s',., 225504,�1,�P��'3'si-._4578
Impervious Area of Sidewalks and Future Expansion
Area (so Area (act
Sidowzlks
462 0.01
Future
200 0.00
_�ryn ,4»
OffsRe Impervious Area to BMP �c.y7:121 SF
orAa:;''M1.`}'ta,. `'6` O.li3 AC
Total Impervious Area to BMP' p L��409377 SF
or AC
Total Drainage Area to BMP6'�(:1',264'7�ij. SF
or {? 29.U2 AC
Therefore, Percent Impervious
:APR 0 8 201

FOREBAY #2- Proposed
Impervious Area of Housing
Duplex Type Approximate Area of No of Structures Total Area (sg Total Area (ac)
Structure
1
4,700
5
23,500
0.54
2
4,550
10
45,500
1.04
3
4,700
8
37,600
0.86
4
51800
5
29,000
0.67
5
4,800
5
24,000
0.55
6
6,250
2
12,500
0.29
Total
35
Impervious Area of Roadways and Sidewalks
Road Label Right of Way Varga Road Length Road Area (sp Road Area (ac(
A
54
9
1,056
47,520
1.09
B
59
8
490
24,990
0.57
D
45
8
490
20.090
0.46
H
45
8
1.170
47,970
1.10
1
45
a
1,160
47,560
1.09
d
45
8
365
14,965
0.34
Total
4,731
g5+,d203;095 ��a�466`X;7y
Impervious Area of Sidewalks and Future Expansion
Area (so Area(ac(
Sldowalks
364 0.01
Future
200 0.00
Total
s _.w"584 i63vp,:�
1W01,
WNW Impervious Area to BMP gs.}N -.f9 5-76 SF
Total Impervious Area to BMP "`'-�^
P j�.'ttrr;�yi,�a�377529 SF
or r �:;1�y 8.67 AC
Total Drainage Area to BMP W"'fy+'.�',}'1054,589 SF
or�27 AC
Therefore, Percent impervious rI`j„35,8%
APR 88 2011
r �.

BMP #1 - Proposed
Area of
Duplex Type Approximate Area of No of Structures Total Area (sQ Total Area (ac)
Structure
1
4,700
15
70,500
1.62
2
4,550
24
109,200
2.51
3
4,700
19
89,300
2.05
4
5,800
11
63,800
1.46
5
4.800
10
48,000
1.10
6
6,250
3
18,750
0.43
Total
82
1:'Y,399550lzm
.F ;.;j9.i Js'_,�
Impervious Area of Roadways and Sidewalks
Road Label Right of Way Verge Road Lanalh Road Area (sn Road Area lacl
D
45
8
1,725
70,725
1.62
K
45
6
1.300
53,300
1.22
L
45
8
775
31,775
0.73
A
54
9
700
34.650
0.80
B
59
B
530
27,030
0.62
C
54
9
1.790
88,605
2.03
3
45
8
265
10,865
0.25
A Cul-de-sac
8,500
0.20
L Cul-de-sac
8,500
0.20
Total
7,085
'x33395U's``
7:672^
Impervious Area of Community Center
Facility Area(sQ Area(ac)
Pool Dock
14,890
0.34
Buildings
7,848
0.18
Sidewalks
8,270
0.19
Parking
11,300
0.26
Total
#:g"IRZ 42,T3UBj' ,y r}"r.,
�7A, nh; =;y�`y
Impervious Area of Sidewalks and Future Expansion
Area (so Area(ac)
Sidowalks 4044 0.09
Future 11,000 0.25
Total -'„°ry15g44ar"` i
"-f" fil ;
Total Impervious Area to BMP j, .�.'�".y%700 852 SF
Total Drainage Area to BMP�u...c )52,952,93Z SF
or [ a'xx ys67:79 C
Therefore, Percent Impervious=
All 0 S 2011

Lincoin Park
Nodes
A Stage/Area
V Stage/volun
Tine/Stage
M. Manhole
Basins
O Overland F1
U SCS Unit ON
s 53UH CN
Y SCS Unit CA
Z 53UH GA
Lin<s
P Pipe
w Weir
C Channel
D Drop Struce
B Bridge
R Rating Cury
H Breach
E Percolation
F Filter
% E.fil Trene
Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies; Inc.

Lincoln Park Residential Development -Input Data
-_-- Basins
Name: BMP(il Area
Group: BASE
Unit Hydrograph: Uh484
Rainfall File:
Rainfall Amount(in): 0.000
Area(ac): 7.450
Curve Number: 9B.00
OCIA(6): 0.00
Only area including the pond itself
Name: Direct. Sheet.
Group: BASE
Unit Hydrograph: Uh484
Rainfall File:
Rainfall Amount(in): 0.000
Area(ac): 12.320
Curve Number: 60.00
DCIA(%): 0.00
Node: BMPN1 Status: Onsite
Type: SCS Unit Hydrograph CH
Peaking Factor: 484.0
Storm Duration(hrs): 0.00
Time of Conc(miu): 5.00
Time Shift(hrs): 0.00
Max Allowable Q(cfs): 999999.000
Node: SMPpI Status: Onsite
Type: SCS Unit Hydrograph CN
Peaking Factor: 484.0
Storm Duration(hrs): 0.00
Time of Conc(min): 30.00
Time Shift(hrs)! 0.00
Max Allowable Q(cfs): 999999.000
7.01 acres of direct sheet flow and 5.31 acres into forebay lb
Name: Pre -Area
South
Node: Pre -Bound South
Status:
Onsite
Group: BASE
Type: SCS Unit Hydrograph
CN
Unit Hydrngraph:
Uh484
Peaking Factor:
484.0
Rainfall File:
Storm Durotion(hra):
0.00
Rainfall. Amount (in):
0.000
Time of Conc(min):
126.00
Atea(ae):
84.590
Time Shift(hrs):
0.00
Curve Number:
55.00
Max Allowable Q(c Es):
999999.000
OCIA(e):
0.00
---------------------------------------------------------------------------------------------------
Name: Residential 02
Node: FOREBAY02
Status:
Onsite
Group: BASE
Type: SCS Unit Hydrograph
CN
Unit Hydrograph:
Uh484
Peaking Factor:
484.0
Rainfall File:
Storm Duration(hrs):
0.00
Rainfall. Amount(in):
0.000
Time of Conc(min):
25.00
Area(ac):
24.210
Time Shift(hrs):
0.00
Curve Number:
80.00
Max Allowable Q(cfs):
999999.000
DCiA(8):
0.00
----------------------------------------------------------------------------------------------------
Name: Residential P5
Node: FOREBAY05
Status:
Onsite
Group: BASE
Type: SCS Unit Hydrograph
CN
Unit Hydrograph:
Uh484
Peaking Factor:
484.0
Rainfall File:
Storm Durstion(hus):
0.00
Rainfall Amount(in):
0.000
Time of Couc(min):
25.00
Area(ac):
29.020
Time Shift(hrs):
0.00
Curve Number:
80.00
Max Allowable Q(cfs):
999999,000
DCIA(B):
0.00
----------------------------------------------`------------
Name: Residential B
---------------------------
Node: JnnCt1U11 B
Status:
Onsite
Group: BASE
Type: SCS Unit Hydrograph
CN
Unit Hydrograph:
Uh484
Peaking Factor:
484.0
Rainfall File:
Storm Duration(hrs):
0.00
Rainfall AmounL(iu):
0.000
Time of Conchmin):
30.00
Area(ac):
17.850
Time Shift(hrs):
0.00
Curve Number:
80.00
Max Allowable Q(cfs):
999999.000
DCIA(8):
0.00
- --_
Name: Residential
B2
------'---------------------
Node: Junction B
Status:
---------------
Onsite
Group: BASE
Type: SCS UniL Hydrograph
CN
Interconnected Channel and Pond Routing
Model (ICPR) 02002 Streamline Technologies,dnc., - . Rage 1 0f 9
APR 0 8 2011
�I

Lincoln Park Residential Development -Input Data
Unit Hydrograph:
Uh4B4
Peaking Factor.
484.0
Rainfall File:
Storm Deration(his):
0.00
Rainfall AmoUnt(in):
0.000
Time of Conc(min):
25.00
Area(ac):
15.660
Time Shift(his):
0.00
Curve Number:
80.00
Max Allowable Q(cfs):
999999.000
DCIA(8):
0.00
-------------------------------------------------------------------------------
Name: Residential
C
Node: Junction C
Status: Onslte
Group: BASE
Type: SCS Unit Hydrograph
CN
Unit Hydrograph:
Uh484
Peaking Factor:
484.0
Rainfall File:
Storm DuraLion(hrs):
0.00
Rainfall Amount(in):
0.000
Time of Cone(min):
25.00
Area(ac):
14.510
Time Shift(hrs):
0.00
Curve Number:
80.00
Max Allowable Q(cfs):
999999.000
DCIA(B):
0.00
-gym= Nodes
Name: BMPY1 Base Flow(efs): 0.000 Init Stage(ft): 11.000
Group: BASE Warn Stago(ft): 19.000
,type: Stage/Area
Stage(ft) Area(ac)
7.000 3.8600
8.000 4.0100
9.000 4.1700
10.000 4.3400
11.000 4.8900
11.500 6.0000
12.000 6.0900
13.000 6.2800
14.000 6.4700
15.000 6.6600
16.000 6.8500
17,000 7.0500
18,000 7.2500
19.000 7.4500
Name: FOREBAY92 Base Fiow(cfs): U.000 Init Stage(ft): 13.500
Group: BASE Warn Stage(ft): 22.000
Type: Stage/Area
Stage(ft) Area(ac)
12.000
0.6000
13.000
0.G600
13,500
0.7000
14.000
0.7300
15.000
0.8100
16.000
O.OB00
17.000
0.9600
18.000
1.0400
19.000
1.1300
21.000
1.3000
22.000
1.4000
Name: FORESAY05 Base Flow(cfs): 0,000 Init Stage(ft): 13.500
Group: BASF: Warn Stage(ft): 21.000
Type: Stage/Aren
Stage(ft) Aiea(a C)
12.D00
0.6500
13.000
0.7100
13.500
0.7500
14.000
0.7900
15.000
0.8500
16.000
0.9200
Interconnected Channel and Pond Routing Model (ICYR) ©2002 Streamline Technologies;incr -_ - 'Page 2 of 9
APR 0 8 2011

Lincoln Park Residential Development -Input Data
19.000 1.0000
18.000 1.0800
19.000 1.1600
20.000 1.2400
21.000 1.3200
--------------------------------------------------------------------------------
Name: Junction B Base Flov(cfs) 0.000 Init Stage(tt): 11.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 23.500
Type: Manhole, 112 Diameter Grooved
Stage(ft) Area(ac)
__________ ____ __________
8.540 0.0003
23.500 0.0003
________________________________________________________________________________
Name: Junction Be Base FloW(efs): 0.000 Init Stage(ft): 11.000
Group: BASE PLunge Factor: 1.00 Warn Stage(ft): 25.500
Type: Manhole, 1/2 Diameter Grooved
Stage(ft) Area(ac)
7.600 0.0003
25.500 0.0003
__-_---_J__^__________________________________________
Name: Junction C Base elos(cfs): 0.000 Init Stage(ft):1'.000
Group: 13ASE Plunge Factor: 1.00 Warn Stage(ft): 25.500
Type: Manhole, 1/2 Diameter Grooved
Stage(ft) Area(ac)
__________ _______________
8.400 0.0003
25.500 0.0003
____________________________________________________________________________ ________
Name: Post -Bound S Base Fl oor(cf s): 0.000 Init Stage(ft): B.000
Group: BASE Warn Stage(ft): 14.000
Type: Time/Stage
Time(hrs) Stage(ft)
0.00 8.000
10.00 12.000
12.00 12.000
120.00 8.000
-------------- .._____________________ _____________ ________________________________
Name: Pre -Bound South Base Floo:(cfs): O.00D IniL Stage(ft): 8.000
Group: BASE Warn Stage(Et): 14.000
Type: 'Time/Stage
Time(hrs) SLagc(ft)
_______________ _______________
0.00 8.000
10.00 12.000
14.00 12.000
120.00 6.000
-.-C to Sections - --------------------------------
Name: Group: BASE
Ere rroa chment: No
Statiou(ft) Eleva Lion(ft) Manning's N
---- Operating Tahles
lnterconnected Channel and Pond Routing Model (ICPR) C2002 Slreandine Technologies, h1c. --, --Page37of 9
All 0 13 1111
r

Lincoln Park Residential Development -Input Data
Rome: Group: BASF
Type: Bottom Clip
Function: Time vs. Depth of Clip
Time(hrs) Clip Depth(in)
__-- Pipes
Name: FOREBAY#5 Out
Group: BASE
UPSTREAM
Geometry: Circular
Span(in): 42.00
Rise(in): 42.00
Invert(ft): 10.300
H.traing's N: 0.013000
'fop Clip(in): 0.000
Bet Clip(in): 0.000
From Node: FOREDAY05
To Node: FDREBAYN2
DOWNSTREAM
Circular
42.00
42.00
6.450
0.013000
0.000
0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Name: JunCB-JuacBC 54 From Node: Junction B
Group: BASE To Node: Junction Be
UPSTREAM
DOWNSTREAM
Geometry:
Circular
Circular
Span(1.n):
54.00
54.00
Rise(tn):
54.00
54.00
Invert(ft):
7.940
7.600
Meaning's N:
0.013000
0.013000
Top Clip(in):
0.000
0.000
Got CLip(SN :
0.000
0.000
Upstream FULA Inlet Edge Description:
Circular Concrete: Square edge it/ headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge it/ headwall
Name: JUnCBC-JuneC 60 From Node: Junction BC
Group: BASE To Node: Junction C
UPSTREAM
DOWNSTREAM
Geometry:
Circular
Circular
Span(in):
60.00
60.00
Rise(in):
60.00
60.00
Invert(f ):
7.600
7.160
Meaning's N:
0.013000
0.013000
Top Clip(in):
0.000
0.000
But Clip(in):
0.000
0.000
Upstream MIA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Length(ft): 1156.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Lass Coef: 1.00
Bend Loss Coef: 1.00
Outlet Ctrl Spec: Use do or tw
Inlet Carl Spec: Use do
Stabilizer Option: None
Length(ft): 341.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef; 0.50
Exit Loss Coef: 0.00
Bend Loss Coef: 0.00
Outlet Ctrl Spec: Use do or tw
Inlet Ctrl Spec: Use do
Stabilizer Option: None
Length(ft): 273.00
Count: 1
Friction Equation: Average Conveyance
Solution Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.50
Exit Loss Coef: 0.00
Bend Loss Coof: 0.00
Outlet Ctrl. Spec: Use do or tw
Inlet Ctrl Spec: Use on
Stabilizer Option: None
Oewnstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
------------------------------------------------------------------------_
Name: JuneC-BMP#1 From Node: Junction C Len9 th(f L): 252.00
Group: BASE To Node: 1TIP111 Count: 1
Friction Equation: Average Conveyance
UPSTREA14 DOWNSTREAM Solution Algorithm: Automatic
Interconnected Channel and fond Routing Model (ICPR) 02002 Streandine Teehnologies,�Inet'^ 1 Page 4 of
-
APR 0 8 2011

Lincoln Park Residential Development -Input Data
Geometry:
Circular
Circular
Flow:
Both
Span(in):
60.00
60.00
Entrance
Loss
Coef:
0.50
Rise(in):
60.00
50.00
Exit
Loss
Caef:
1.00
Invert(ft):
"1.160
6.980
Bend
Loss
Coef:
0.00
Manning's N:
0.013000
0.013000
Outlet
Ctrl
Spec:
Use do or tw
Top Clip(in):
0.000
0.000
Inlet
Ctrl
Spec:
Use on
Bot: Clip(in):
0.000
D.000
Stabilizer Option:
None
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Downstream FHNA Inlet Edge Description:
Circular Concrete: Groove end projecting
---- Drop Structures
Name:
SMPN1 Out
From Node;
S,MPN1
Length(ft):
120.00
Group:
BASE
To Node:
Post -Bound
S Count:
1
UPSTREAM
DOWNSTREAM
Friction Equation:
Average Conveyance.
Geometry:
Circular
Herz Ellipse
Solution Algorithm:
Automatic
Span(in):
24.00
2.4.00
Flow:
Both
Rlae(in):
24.00
24.00
Entrance Loss Coef:
0.500
lnvert(ft):
10.600
9.000
Exit Loss Coef:
0.000
Manning's N:
0.013000
0.013000
Outlet Ctrl Spec:
Use do or tw
Top Clip(in):
0.000
0.000
Inlet Ctrl Spec:
Use do
act Clip(in):
0.000
0.000
Solution Ines:
10
Upstream FHWA
Inlet Edge Description:
Circular Concrete;
Square
edge w/ headwall
Downstream FHWA Inlet Edge
Description:
Horizontal Ellipse
Concrete:
Square edge with
headwall
•" Welt 1 of 2 for Droo Structure BMPgl Out
Count:
1
Bottom Clip(in):
0.000
Type:
Horizontal
Top Clip(in):
0.000
Floor:
Both
Weir Disc Coef:
3.200
Geometry:
Circular
Oriflre Disc Coef:
0.600
Span(in):
48.00
Invert(Et);
14.000
Rise(in):
48.00
Control Elev(ft):
14.000
' 4 Weir 2 of 2 for Drop Structure BMPN1 Out " '
Count: 1
Type: Vertical: Mavis
Flow: Both
Geometry: Circular
Span(in): 6,00
Rise(in): 6.00
Wane: FOREPAY92 Out
Group: BASE
UPSTREAM
Geometry: Circular
Spar (in): 42.00
Rise(in): 42.00
Invertlft): 8.800
Manning's N: 0.013000
Top Clip(in): 0.000
Hot Clip(in): 0.000
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Yleir Disc Caef: 3.200
Orifice Disc Coef: 0.600
Invert(ft): 11.000
Control Elev(f L): 11.000
From Node: FORERAYN2
To Node; Junction B
DOWNSTREAM
Circular
42.00
42.00
T. 940
0,013000
0,000
0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge w/ headwall
" Weir 1 of 1 for Drop Structure F'OREBAY112 Out "'
TABLE,
TABLE
Length(ft): 5B5.00
Count: 1
Friction Eauation: Average Conveyance
SoluLion Algorithm: Automatic
Flow: Both
Entrance Loss Coef: 0.500
Exit I,o ss Coef: 0.000
Outlet Ctrl Spec: Use do Or to
Inlet Ctrl Spec: Use on
Solution Incs: 10
TABLE
Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Tecliuologies, Inc. F
Page'5of 9
I
APR 0 S 2011

Lincoln Park Residential Devul.opment-Input Data
Count: 1
Type: Horizontal
Flwr Both
Geometry: Circular
Span(in): 72.00
Rise(in): 12.00
­- weirs
Name: BMPX1 Spil Laay
Group: BASE
FLOW: Both
Type: Vertical: Mavis
Bottom Clip(in): 0.000
Top Cllp(in): 0.000
Weir Disc Coef: 3.200
Orifice Disc Cost: 0.600
Invert ( f t) : 13.500
Control Elev(ft): 13.500
From Node: BMP41
To Node: Post -Bound S
Count: 1
Geometry: Trapezoidal
Bottom width(ft): 100.D0
Left Side Slope(h/0; 5.00
Right Side Slope(h/v): 5.00
Invert (ft): 18.000
Control Elevation(ft): 18.000
Struct Opening Dim(ft): 1.50
TABLE
Bottom Clip(ft): 0.000
Top Clip(ft): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
­_- Hydrology Simulations
Name: 95%
Filename: K:\HRO_Civil.\116319001 - Camp Lejeune HOUSING\Engineering\Drainage\Drainage 658\ICPR\HUNDRED.R32
Override Defaults: You
Storm Duration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 2.08
Time(hrs) Print inc(min)
-----------------------------
10.000 15.00
14.000 5.00
90.000 15.00
Name: FIFTY
Filename: K:\HRO_Civil\116319001 - Camp Lejeune HOOD ING\Engineering\Drainage\Drainage 654\ICPR\FIF'I'Y.R32
Override Defaults: Yes
Storm Duration (hrs) : 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 8.70
Time(hrs) Print rac(min)
_-__---
10.000 15.00
14.000 5.00
90.000 15.00
-------------------------------
Name: HUNDRED
Filename: K:\IIRO_C1vil\l16319001 - Camp Lejeune IIOUSING\Engi(teering\Drainage\Drainage 65%\ICPR\HllI)DRFD.R32
Override Defaults: Yes
Storm Duration(hre): 24.00
Rainfall. File: Scsiii
Rainfall Amount(in): 9.90
Time(1, rs) Print Inc (nnin)
_______________ _______________
10.000 15.00
14.000 5.00
90.000 15.00
Name: NC
Filename: K:\HRO_Civil\116319001 - Camp Lejeune HOUSING\Engineering\Drainage\Drainage 658\ICPR\NC.R32
Override Defalll Ls: You
Storm Duration(hrs): 24.00
Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc.' ^' --Page 6nf 91
APR 0 8 2011

Lincoln Park. Residential Development -Input Data
Rainfall File: Scsiii
Rainfall Amount(in): 1.50
Time(hrs) Print Inc(min)
--------------- ---------------
10.000 15.00
14.000 5.00
90.000 15.00
Name: ONE
Filename: K:\HRO-Civil\116319001
Override Defaults: Yes
Storm Ouration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 3.68
Time(hrs) Print Ine(min)
10 000 15.00
14.000 5.00
90.000 15.00
Name: TEN
Filename: K:\HRO-Civil\116319001
Override Defaults: Yes
Storm Duration(hrs): 24.OD
Rainfall File: Scsiii
Rainfall Amount(in): 6,90
Time(hrs) Print Inc(min)
10.000 15.00
14.000 5.00
90.000 15.00
---- Routing Simulations
Camp Lejeune HOUSING\Engineering\Drainage\Drainage 658\ICPR\ONE.R32
Camp Lejeune HOUSING\Engineering\Drainage\Drainage 658\ICPR\TEN.R32
Name: 95% Hydrology Sim: 95%
Filonamr. K:\IIRO_Civil\116319001 - Camp l.ejeune HOUSING\Engineering\Drainage\Drainage 659\ICPR\HUNDRED.I32
Execute: Yes Restart: No Patch: No
Alternative: No
Max Delta Z(ft): 1.00 Delta 2 Factor: 0.00500
Time Step Optimizer: 10.000
Start Time(hrs); 0.000 End Time(hrs): 90.00
Min Calc 1'ime(sec): 0.5000 Max Cale Time(soc): 90.0000
Boundary Stages: Boundary Flons:
Time(hrs) Print Inc (min)
10.000 15.000
14.000 5.000
90.000 15.000
Group Run
--------------- -----
BASE Yes
-_----_ ___________________
Name: FIFTY Hydrology Sim: FIFTY
Filename: K:\HI10_Civil\116319001 - Camp Lejeune HOUSING\Engineering\Drainage\Drainage 658\ICPR\FIFTY.I32
Execute: Yes Restart: No Patch: Do
Alternative: No
Mar. Delta Z(ft): 1.00 Delta Z Factor: 0.00500
Time Step Optimizer: 10.000
Start Time (hr.); 0.000 End Time(hrs): 90.00
Min Cale Tinu, secl: 0.5000 Max. Calc Tiae(secl: 90.0000
Boundary Stages: Boundary Flows:
Time(hrs) 'Print Inc(min)
_____________________________
10.000 15.000
Interconnected Channel and Pond Routing Model (]CPR) ©2002 Streamline Technologies, Ii1C. i " -Page 7 of 9
APR 0 8 2011

Lincoln Park Residential Development -input Data
14.000 5.000
90.000 15.000
Group Run
--------------- -----
BASE Yes
Name: HUNDRED Hydrology Sim: HUNDRED
Filename: K:\HRO_Civ11\116319001 - Camp Lejeune HOUSING\Engineering\Drainage\Drainage 65E\ICPR\HUNDRED.132
Execute: Yes Restart: No Patch: No
Alternative: No
Max Delta Zlft): 1.00
Time Step Optimizer: 10.000
Start Time pirs): 0.000
Min Cale Time(sec): 0.5000
Boundary Stages:
Delta Z Factor: 0.00500
End Time(hrs): 90.00
Max Cale Time(sec): 90.0000
Boundary Flaws:
Time(hr.) Print inc(min)
--------------- _____________
10.000 15.000
14.000 5.000
90.000 15.000
Group Run
--------------- -----
BASE Yes
---------------------------------------------------------------------------`_----------------------
Name: MC Hydrology Sim: Be
Filename: K:\HRO_CiviL\116319001 - Camp Lejeune HOUSING\Engineering\Drainage\Drainage 65%\ICPR\NC.I32
Execute: Yes Restart: No Patch: No
Alternative: No
Max Delta Z(Et): 1.00 Delta Z Factor. 0.00500
Time Step Optimizer: 10.000
Start Tlme(hrs): 0.000 End Time(hrs): 90.00
Min Cale Time(sec): 0.5000 Max Cal. Time(sec): 90.0000
Boundary Stages: Boundary Flows:
Time(hrs) Print Inc(min)
------------------------------
10.000 15.000
14.000 5.000
90,000 15.000
Group Run
--------------- -----
BASE Yes
----------------------------------------------------------------------------------------------------
Name: OUE Hydrology Sim: ONE.
Filename: K:\HRO_Civil\116319001 - Camp Lejeune IIOIISING\Engineering\Drainage\Drainage 65i\ICPR\0NE.132
Execute: Yes Restart No Patch: No
Alternative: No
Max Delta Z(ft): 1.00 Delta Z Factor. 0.00500
Thee Stcp Optimizer: 10.000
Stare Time(hrs): 0.000 End Time(hrs): 90.00
Min Calc Time(sec): 0.5000 Max Calc Time(sec): 90.0000
Boundary Stages: Boundary Flows:
Time(hrs) Print Inc(min)
10.OD0 15.000
14.000 5.000
90.000 15.000
Group Run
BASE Yes
Interconnected Channel and Pond Routing Model ([CPR) 02002 Streamline Technologies, 7nc,=�'Page 8 of 9
OR 0 S 2011 I

Lincoln Park Residential Development -Input Data
Name: TEN Hydrology Sim: TEN
Filename: K:\HRO-Civi1\116JI9001 - Camp Lejeune HOUSING\Engineering\Drainage\Drainage 65%\ICPR\TEN.I32
Execute: Yes Restart: No
Alternative: No
Max Delta x(ft): 1.00
Time Step optimizer: 10.000
Start Time(hrs): 0.000
Min Cale Time(sec): 0.5000
Boundary Stages:
Time(hrs)
Print Inc(min)
_______________
10.000
______________
15.000
14.000
5.000
90.000
15.000
Group
---------------
Run
-----
BASE
Yes
Patch: No
Delta 8 Factor. 0.00500
End Timethrs): 90.00
Max Calc Time(ccc(: 90.0000
Boundary Flows:
Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. :PagcO':
APR 0 8 2011

Lincoln Park Residential Deveiopment-Node M'n/Max
Max Time Max Warning Max Delta Max Sur-` Max Time Max Max Time Max
Face Group 8imuiation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow
hrs ft It ft ft2 hrs cfs hrs cfs
BNP@1
BASE
NC
14.
61
11.659
19.000
0.0001
262847
12.25
14.617
33.33
0.567
FOREBeY.,
BASE
NC
11.78
1.3.676
22.000
0.0002
31209
11.46
5.665
12.78
4.446
FOREBP.Y45
BASE
NO
12.79
13.684
21.000
0.0002
33719
12.42
5.053
12.79
2.423
Junction B
BASE
NC
24.42
11.659
23.500
0.0041
663
1_2.51
0.592
12.70
12.36E
Junction C
BASE
NC
-4.55
11.662
25.500
-0.0054
884
12.4D
20.759
12.52
7_2.909
Pcst-Bound S
BASE
NO
10.00
12.000
14.000
0.0100
0
33.33
0.567
0.00
0.000
Pre -Bound South
BASE
NO
10.00
11.000
14.000
0.0100
0
9.00
0.000
0.00
0.000
BM.PNl
BASE
0 N Z
24.47
13.701
19.000
0.001i
179440
12.25
102.567
38.99
1.416
FOREBAY'42
BASE
ONE
12.62
14.554
22.000
0.0015
33832
'2.33
44.768
12.75
35.643
FOREBP.Y45
BASE
ONE
12.69
14.955
11.000
0.0021
3699i
12.33
37.519
12.94
18.293
JIr ;C.' S
BASE
ONE
14.06
13.703
23.500
0.0354
151
'_2.33
69.373
12.33
69.190
Junction C
BASE
ONE
24.27
13.678
25.500
0.0546
179
12.33
89.244
12.33
87.929
Post -Bound S
BASE
ONE
'_0.00
12.000
14.000
0.0100
0
38.99
1.416
0.00
0.000
Pre -Bound South
BASE
ONE
10.00
12.000
14.000
0.0100
0
14.00
6.410
0.00
0.000
BM?41
RASE
TEN
16.71
15.402
19.000
0.0018
293467
12.25
183.244
16.98
28.253
FORESAYd2
BASE
TEN
12.80
18.192
12.000
0.0031
46156
12.33
79.526
13.09
47.040
FORESAY45
BASE
TEN
13.02
18.694
21.000
0.0031
49566
12.33
95.500
13.60
23.481
Junction B
BASE
TEN
12.50
17.523
23.500
-0.0371
151
12.50
101.609
12.50
101.563
Junction C
BASE
TEN
16.30
15.466
25.500
0.0526
179
12.42
142.314
12.42
142.188
Post -Bound S
BASE
TEN
10.00
12.000
14.000
0.009E
0
16.98
28.253
0.00
0.000
?re -Bound South
BASE
TEN
i0.00
12.000
14.000
0.009E
0
13.67
45.236
0.00
0.000
APR 0 8 2011
_..r.
Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 1 of 1

Scenario: BMP #1
,.
Bentley StormCAD Vei (SELECTseries 2)
BMP 1 Amend2.stc Bentley Systems, Inc. Haeslad Methods Solution Center 108.11.02.351
3/21/2011 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA [phone] Page 1 of 1
I J :Ly
APR 0 8 2011

Conduit FlexTable: VOOT Report (BMP_1_Amend2.stc)
Start Stop Upstream ;.Upstream Upstream System . Upstream :' Upstream System System `
y
Section
;Invert •Invert Length,(Scaled) Slope Section Capacity
Velocity
Time.
Cover, :.: Friction Slope Hydraulic Grade
.-Ground-'
_
Node Node Inlet C _ Inlet Area : ,�. CA:: �' - "CA _ Flow Time ,_`.Intensity+,;Intensity .,Additional
.Discharge'
7. .(Up) "„(Down) :(ft).. (%) Size (Design)
(Average)
(Pipe
(Start) (%),, :.. Line (In)
<. Upstream
;.'(acres) (acres). (min)` (In/h) -.- (In/h) " Flow .:..Capacity.
y-. (ft) (ft) - - (Catalog (ft'/s)
-• •
(ft/s) ,•
Flow)
(it) ., �,.: (ft)
Downstream .
:-:, ' , i:.. -:.. ..- :, ., •:: (fta/s)
(ft3/s)
;, ...: :
Conduit) ,
,(min)
..
(It)
A40
A37
0.550
0.100
0.055
0.055
10.000
7.310
7.310
0.00
0.41
18.25
18.18
34.8
0.20
15 Inch
2.89
1.66
0.351
5.38
0.26
18.56
24.88
A40
A37
2.89
34.8
15 inch
24.88
A 16A
A16
0.450
0.910
0.410
0.410
20.000
5.597
5.597
0.00
2.31
17.50
17.10
80.0
0.50
12 Inch
2.52
3.64
0.367
2.50
0.41
18.29
21.00
A16A
A16
2.52
80.0
12 inch
23.03
A16
A17
0.800
0.180
0.553
0.553
20.367
5.555
5.555
0.00
3.10
17.10
16.91
38.1
0.50
15 Inch
4.57
4.00
0.158
4.68
0.51"
17.85
23.03
A16
A17
4.57
38.1
15 inch
22.24
A9
A10
0.650
0.480
0.312
0.312
10.000
7.310
7.310
0.00
2.30
18.75
18.61
28.9
0.50
12 inch
2.52
2.93
0.165
2.50
0.42
19.89
22.25
A9
AID
2.52
28.9
12 inch
22.25
A10
All
0.665
0.410
0.585
0.585
10.165
7.272
7.272
0.00
4.28
18.61
18.41
39.7
0.50
15 inch
4.57
4.23
0.158
2.40
0.40
19.66
22.25
AID
All
4.57
39.7
15 inch
23.01
A
A3
0.450
1.930
0.868
0,868
20.000
5.597
5.597
0.00
4.90
17.60
16.60
166.0
0.60
15 inch
5.00
3.99
0.693
2.75
0.56
21.63
21.60
A2
A3
5.00
166.0
15 inch
23.15
A3
A4
0.650
0.320
1.077
1.077
20.693
5.519
5.519
0.00
5.99
14.00
13.89
27.8
0.40
16 Inch
6.64
3.39
0.138
7.65
0.33
20.68
23.15
A3
A4
6.64
27.8
18 Inch
23.15
Al
A4
0.450
1.740
0.783
0.783
25,000
5.033
5.033
0.00
3.97
17.30
16.37
154.7
0.60
15 Inch
5.00
3.24
0.798
2.75
0.38
21.17
21.30
Al
A4
5.00
154.7
15 Inch
23.15
A4
A6
0.650
0.340
2.080
2.080
25.798
4.943
4.943
0.00
10.37
12.65
11.80
282.0
0.30
24 inch
12.39
3.30
1.424
8.50
0.21
20.43
23.15
A4
A6
12.39
282.0
24 inch
22.75
AS
A6
0.500
1.140
0.570
0.570
20.000
5.597
5.597
0.00
3.22
12.60
11.80
159.2
0.50
15 Inch
4.58
2.62
1.011
7.65
0.25
20.24
21.50
AS
A6
4.58
159.2
15 inch
22.75
A6
All
0.650
0.370
2.891
2.891
'27.222
4.783
4.783
0.00
13.94
11.80
11.65
49.5
0.30
24 inch
12.39
4.44
0.188
8.95
0.38
19.71
22.75
A6
All
12.39
49.5
24 inch
23.01
All
All -A
0.700
0.110
3.553
3.553
27.410
4.762
4.762
0.00
17.05
11.65
11.30
117.4
0.30
24 Inch
12.39
5.43
0.359
9.36
0.57
19.35
23.01
All
All -A
12.39
117.4
24 inch
21.70
All -A
Al2
0.600
0.350
3.763
3.763
27.769
4.721
4.721
0.00
17.91
11.30
11.06
79.1
0.30
30 Inch
22.46
3.65
0.361
7.90
0.19
18.50
21.70
ASS -A
Al2
22.46
79.1
30 inch
22.00
Al2
ASS
0.700
0.580
4.168
4.166
28.130
4.681
4,681
0.00
19.67
11.06
10.64
140.4
0.30
30 inch
22.46
4.01
0.582
8.44
0.23
18.24
22.00
Al2
A15
22.46
140.4
30 Inch
21.60
A13
A19
0.350
5.380
1.883
1.883
45.000
3.690
3.690
0.00
7.00
17.15
16.42
146.9
0.50
15 Inch
4.57
5.71
0.429
1.50
1.18
19.81
19.90
A13
A14
4.57
146.9
15 Inch
21.60
A14
A15
0.650
0.460
2.182
2.182
45.429
3.668
3.668
0.00
8.07
13.75
13.61
29.3
0.50
18 Inch
7.43
4.56
0.106
6.35
0.59
18.08
21.60
A14
A15
7.43
29.3
18 inch
21.60
AlS
A17
0.650
0.660
6.780
6.780
45.535
3.662
3.662
0.00
25.03
10.64
9.78
286.6
0.30
36 inch
36.53
3.54
1.351
7.96
0.14
17.69
21.60
A15
A17
36.53
286.6
36 inch
22.24
417
A18
0.675
0.080
7.387
7.387
46,886
3.592
3.592
0.00
26,75
9.78
9.69
29.6
0.30
36 Inch
36.53
3.78
0.132
9.46
0,16
16.69
22.24
417
A18
36.53
29.6
36 inch
22.24
418
A19
0.700
0.120
7.471
7.471
47.018
3.585
3.585
0.00
27.00
9.69
9.57
41.6
0.30
36 Inch
36.53
3.82
0.183
9.55
0.16
16.51
22.24
%18
A19
36.53
91.6
36 inch
22.07
\19
A33
0,700
0.220
7.625
7.625
47.202
3.576
3.576
0100
27.48
9.57
9.46
35.5
0.30
36 inch
36.53
3.89
0.154
9.51
0.17
16.33
22.07
\19
A33
36.53
35.5
36 inch
22.07
\28
A29
(N/A)
(N/A)
0.000
0.000
5.000
9.140
9.140
40.00
40.00
8.80
8.62
110.2
0.16
48 inch
58.10
3.18
0.576
9.20
0.08
18.98
22.00
\28
A29
58.10
110.2
481nch
24.50
121
A22
0,450
2.880
1.296
1.296
25.000
5.033
5.033
0.00
6.58
17.44
17.17
138.3
0.20
18 Inch
4.65
3.72
0.618
1.86
0.39
21.25
20.80
t21
A22
- -
-
4.65
-
138.3
16 Inch
-
-
21.20
t22
A23
0.650
0.590
1.679
1.679
25.618
4,964
4.964
0.00
8.40
17.17
17.10
33.4
0.21
18 Inch
4.84
4.76
0.116
2.53
0.64
20.59
21.20
t22
A23
4.84
33.4
18 Inch
21.20
120
A38
0.600
1.000
0.600
0.600
15.000
6.160
6,160
0.00
3.73
17.61
17.53
25.3
0.32
18 Inch
5.94
2.11
0.198
3.01
0.13
21.01
22.12
BMP_1_Amend2.stc
312 V2011
Bentley Systems, Inc. Haestad Methods Solution Center
27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA [phone]
Bentley SlofmCAD V61 (SELECTseries 2)
108.11.02+351
Page 1 of 4

Conduit FlexTable: VOOT Report (BMP_1_Amend2.stc)
Start
Stop-
:Upstream
Upstream
Upstream
,System
-
-.-Upstream "
Upstream
`:System
::'System-`
Section
Invert
•Invert
Length (Scaled)
Slope
Section
-Capacity_,
-- Velocity
Time
Coven
Friction Slope
'Hydraulic Grade
'"-Ground
Node.:
Node
-: `Inlet C
.-Inlet Area
CA
CA
; Flow.71me
.. Intensity .
. Intensity -
- Additional
Discharge
(Up)
(Down)
;::.(ft)
- (%)
. -Size
(Design) ::
(Average)
. (Pipe I
:(Start).
' (%)
Une (I6)
`';upstream I
(acres)"
(acres)
(acres)
-:(min)
: ;'(in/h)
,. (in/h):
.,,Flow-
:Capacity
(ft) �'
(ft)�'
-.(Catalog
(ft3/s)
((t/s)
Flow)
;.. (ft)
`;(ft)
-Downstream,'
:_:::.. ,....
.:
..
,._..
(ft3/s)
(ft3/s)
_..'-
-.
-:-;: :;
-
Conduit)
...
(min)
A20
A38
5.94
25.3
18 inch
22.01
A38
A39
0.600
0.620
0.972
0.972
15.198
6.138
6.138
0.00
6.01
17.53
17.44
29.3
0.31
18 Inch
5.85
3.40
0.142
2.98
0,33
20.98
22.01
A38
A39
5.85
29.3
18 inch
22.00
A39
A23
0.650
0.250
1.135
1.135
15.340
6.122
6.122
0.00
7.00
17.94
17.10
113.4
0.30
18 Inch
5.76
3.96
0.475
3.06
0.44
20.88
22.00
A39
A23
5.76
113.4
18 Inch
21.20
A23
A25
0.65U
0.110
3.080
3.080
25.734
4.951
4.951
0.00
15.37
17.10
16.41
230.1
0.30
30 inch
22.51
3.13
1.219
1.60
0.14
20.12
21.20
A23
A25
22.51
230.1
30 inch
23.17
A24
A25
0.650
0.140
0.091
0.091
10.000
7.310
7.310
0,00
0.67
18.00
17.89
35.9
0.31
12 inch
1.97
0.85
0.703
4.18
0.04
19.81
23.18
A24
A25
1.97
35.9
12 inch
23.17
A25
A26
0,650
0.170
1282
3.282
26.953
4.813
4.813
0.00
15.92
16.41
15,66
250.1
0.30
30 inch
22.46
3.24
1,284
4.26
0.15
19.74
23.17
A25
A26
22.46
250A
30 Inch
23.23
A26
A27
0.650
0,190
3.405
3.405
28.237
4.669
4.669
0.00
16.03
15.66
15.41
83.9
0.30
30 Inch
22.38
3.26
0.429
5.07
0.15
19.31
23.23
A26
A27
22.38
83.9
30 Inch
23.41
C6
CS
0.450
1.620
0.729
0.729
20.000
5,597
5.597
0.00
4.11
16.22
15.91
166.9
0.19
18 Inch
4.53
2.33
1.196
4.08
0.15
19.75
21.80
C6
C5
4.53
166.9
18 Inch
22.89
C12
C11
0.650
0.590
0.384
0.384
10.000
7.310
7.310
0.00
2.63
18.62
18.28
142.2
0.24
15 Inch
3.16
2.30
1.028
2.75
0.19
20.34
22.62
C12
C11
3.16
142.2
15 inch
24.28
C11
CIO
0.650
0.130
0.468
0.468
11.028
7.074
7.074
0.00
3.31
16.73
16.67
28.9
0.21
18 Inch
4.78
1.89
0.256
6.05
0.10
20.06
24.28
C11
C10
4.78
28.9
18 Inch
24.28
C10
C7
0.650
0.130
0.553
0.553
11.284
7.015
7.015
0.00
3.91
16.67
16.34
165.3
0.20
18 inch
4.70
2.21
1.244
6.11
0.14
19.99
24.28
C10
C7
4.70
165.3
18 Inch
23.83
C15
C14
0.500
2.800
1,400
1.400
20.000
5.597
5.597
0.00
7.90
17.30
16.93
158.0
0.23
18 Inch
5.08
1.47
0.589
1.20
0.57
21.18
20.00
c15
C14
5.08
158.0
18 inch
22.55
C14
C13
0.650
0.610
1.816
1.816
20.589
5,530
5.530
0.00
10.12
16.93
16.87
28.4
0.21
24 Inch
10.47
3.22
0.145
3.62
0.20
20.18
22.55
C14
C13
10.47
28.4
24 Inch
22.55
C13
C7
0.650
0.620
2.219
2.219
20.734
5.514
5.514
0.00
12.33
16.87
16.34
267.2
0.20
30 inch
18.27
2.51
1.771
3.18
0.09
20.00
22.55
C13
C7
18.27
267.2
30 Inch
23.83
C7
CS
(N/A)
(N/A)
2.772
2.772
22.505
5.314
5,314
- 0.00
14.85
16.34
15.91
199.8
0.22
30 Inch
19.02
3.02
1.102
4.99
0.13
19.76
23.83
C7
C5
19.02
199.8
30 inch
22.89
CS
C3
(N/A)
(N/A)
3.500
3.500
23.607
5.190
5.190
0.00
18.31
15.91
15.73
152.6
0.12
36 inch
22.88
2.59
0.989
3.98
0.08
19.49
22.89
CS
C1
22.88
152.6
36 Inch
22.59
C4
C3
0.950
1.770
0.797
0.797
20.000
5.597
5.597
0.00
1.49
16.64
16.02
313.2
0.20
18 Inch
4.67
2.54
2.052
2.66
0.18
20.29
20.80
C4
C3
4.67
313.2
18 inch
20.90
C3
C1
0.450
2.230
1.800
1.800
22.052
5.366
5.366
0.00
9.74
16.02
15.73
149.7
0.19
24 inch
9.95
3.10
0.807
2.88
0.19
19.66
20.90
C3
C1
9.95
149.7
24 Inch
22.59
C2
C1
0.650
0.570
0.370
0.370
10.000
7.310
7.310
0.00
2.73
18.00
17.91
29.0
0.31
15 Inch
3.60
2.22
0.217
3.34
0.18
19.43
22.59
C2
C1
3.60
29.0
15 Inch
22.59
C1
A27
0.650
0.430
5.951
5.951
24.591
5.079
5.079
0.00
30.97
15.73
15.37
131.6
0.27
42 inch
52.54
3.17
0.695
3.36
0.09
19.30
22.59
CI
A27
52.54
131.6
42 Inch
23.41
_
A27
A29
0.6S0
0.230
9.505
9.505
28.666
4.620
4.620
0.00
44.27
14.01
13.40
202.4
0.30
48 Inch
78.93
3.52
0.956
5.40
0.09
19.08
23.41
A27
A29
78.93
202.4
48 Inch
24.50
A29
A30
0.800
0.050
9.545
9.545
29.621
4.513
4.513
40.00
63.42
8.62
8.25
246.5
0.15
48 inch
55.71
6.64
0.618
11.88
0.34
18.72
24.50
A29
A30
55.71
246.5
48 inch
23.54
A30
A31
0.650
0.310-
9.747
9.747
-30.239
4.458
- 4.458
40.00
- 83.80
8.25
6.05
- 134.0
0.15
48 Inch
55.49
6.67
0.335
11.29
0.34
17.61
23.54
A30
A31
55.49
134.0
48 inch
22.24
A31
A32
0.800
0.300
9.987
9.987
30.571
1.440
4.410
90.00
84.70
8.05
8.01
28.7
0.14
48 Inch
53.34
6.74
0.072
10.19
0.35
16.90
22.24
A31
A32
53.34
28.7
48 Inch
22.24
_
Bentley StormCAD
Vel (SELECTseries
2)
BMP_1_Amend2.stc
Bentley Systems,
Inc. Haestad
Methods
Solution Center
[08.11.02.351
3/21/2011
27 Siemon Company
Drive Suite
200 W
Watertown, CT
06795 USA [phone]
Page 2 of
4
y
APR 0
8 2011

Conduit FlexTable: VDOT Report (BMP_1_Amend2.stC)
- Start
Stop-.
Upstream
s Upstream
`,Upstream
.:System
Upstream
Upstream
System
System: `
Section
,Invert
Invert •
'Length (Scaled)
Slope
Section
Capacity
Velocity
'.Tlme
Cover'
` Friction Slope
Hydraulic Gra a
-
:. .-Ground-
.Node
- Node <'.
,Inlet
;. Inlet Area.
:.. `, CA
d-CA
Flow Time
Intensity
Intensity
Additional
.:Discharge
„-(Up)
(Down)
-.(ft)
':.(%)
r�:Slm
(Design)
(Average)
�Vipe
(start),.:-:,
`M) :.-
Line (in)
Upstream
"'.(acres)
. t(acres) .
'(acres)
(min)
(in/h)
(In/h)
''Flow•
.:Capacity
,'. (ft) :
(it)
-, -
{Catalog
(fN/s)
(ft/s)
.Flow)
(ft) ..:;
,. '.
�. (ft)
Downstream
..
.,
_
..._.
,...
(ftals)
:(ft3/s)
Conduit)
_(min)
(ft)
A32
A33
0.800
0.180
10.131
10.131
30.646
4.436
4.436
40.00
85.30
8.01
7.95
41.4
0.15
48 Inch
54.9S
6.79
0.101
10.23
0.35
16.41
22.24
A32
A33
54.95
41.4
48 Inch
22.07
A33
A35
0.681
0.240
17.920
17,920
47.356
3,567
3.567
40.00
104.44
7.95
7.60
346.3
0.10
54 inch
62.54
6.57
0.878
9.62
0.28
15.88
22.07
A33
A35
62.54
346.3
54 inch
24.88
A35
A37
0.550
0.120
17,986
17.986
48.234
3.522
3.522
40.00
103.85
7.60
7.49
105.5
0.10
60 inch
82.35
5.29
0.334
12.28
0.16
14.71
24.88
A35
A37
82.35
105.5
60 Inch
24.88
A37
A47
0.550
0.150
18.123
18.123
48.568
3.504
3.504
40.00
104.02
7.49
7.16
168.5
0.20
60 inch
116.47
5.30
0.529
12.39
0.16
14.26
24.88
A37
A47
116.47
168.5
60 inch
24.50
D9
D8
0.950
2.490
1.120
1.120
20.000
5.597
5.597
0.00
6.32
10,15
9.65
166.1
0.30
18 inch
5.76
3.58
0.773
6.85
0.36
17.18
18.50
D9
D8
5.76
166.1
18 Inch
19.07
D8
D7
0.650
0.640
1.536
1.536
20.773
5.510
5.510
0.00
8.53
9.65
9.39
131.8
0.20
24 Inch
10.04
2.72
0.810
7.42
0.14
16.58
1907
D8
D7
10.04
131.8
24 Inch
20.03
D7
D6
0.650
0.110
1.608
1.608
21,583
5.418
5.418
0.00
8.78
9.39
9.15
118.0
0.20
24 inch
10.20
2.80
0.704
8.64
0.15
16.39
20.03
D7
D6
10.20
118.0
24 inch
20.68
D6
D5
0.650
0.120
1.686
1.686
22.287
5.339
5.339
0.00
9.07
9.15
9.09
29.0
0.21
24 inch
10.29
2.89
0.167
9.53
0.16
16.22
20.68
D6
DS
10.29
29.0
24 Inch
20.68
D13
D10 -
0.450
2.880
1.296
1.296
20.000
5.597
5.597
0.00
7.31
15.15
14.88
135.0
0.20
24 Inch
10.12
3.51
0,641
2.85
0.10
17.05
20.00
D13
D10
10.12
135.0
24 Inch
-
21.51
D12
D11
0.450
2.290
1.031
1.031
20.000
5.597
5.597
0.00
5.81
16.03
15.66
184.9
0.20
18 inch
4.70
3.29
0.937
0.77
0.27
17.54
18.30
D12
D11
4.70
184.9
18 Inch
21.51
D11
D10
0.650
0.180
1.148
1.148
20.937
5.491
5.491
0.00
6.35
15.66
15.60
29.0
0.21
18 Inch
4.78
3.59
0.134
4.35
0.32
17.02
21.51
D11
D10
4.78
29.0
18 Inch
21.51
D19
D18
0.650
0.390
0.254
0.254
10.000
7.310
7.310
0.00
1.87
15.44
15.38
29.0
0.21
15 Inch
2.94
1.52
0.318
5.69
0.08
17.31
22.38
D19
D18
2.94
29.0
15 Inch
22.38
D18
D14
0.650
0.390
0.507
0.507
10.318
7.237
7.237
0.00
3.70
15.38
15.18
100.5
0.20
18 inch
4.67
2.09
0.809
5.50
0.12
17.29
22.38
D18
D14
4.67
100.5
18 inch
- 22.44
D17
D16
0.450
2.820
1.269
1.269
5.000
9.140
9.140
0.00
11.69
17.25
16.99
130.6
0.20
24 Inch
10.08
3.72
0.587
1.55
0.30
18.90
20.80
D17
D16
10.08
130.6
24 Inch
21.48
D16
D15
0.650
0.420
1.542
1,542
10.000
7.310
7.310
0.00
11.36
16.99
16.93
28.4
0.21
24 inch
10.47
3.62
0,129
2.49
0.41
18.41
21.48
D16
D15
10.47
28.4
24 inch
21.48
D15
D14
0.650
0.460
1.841
1.841
10.129
7,260
7.280
0.00
13.51
15.39
15.18
106.9
0.20
30 inch
18.26
4.07
0.434
3.59
0.12
17.28
21.48
D15
D14
18.26
106.4
30 inch
22.44
D14
D10
(N/A)
(N/A)
2.348
2.348
11,122
7,052
7.052
0.00
16.69
15.18
14,88
150.7
0.20
30 Inch
18.28
4.22
0.596
4.76
0.17
17.16
22.44
D14
DSO
18.28
150.7
30 inch
21.51
DSO
D5
0.650
0.160
4.896
4.896
21.072
5.476
5.476
0.00
27.02
14.88
19.68
101.9
0.20
36 Inch
29.53
4.74
0.359
3.63
0.30
16.92
21.51
DSO
D5
29.53
101.9
36 Inch
20.68
DS
D4
0.650
0.610
6.978
6.978
22.454
5.320
5.320
0.00
37.92
9.09
8.97
62.4
0.19
36 inch
29.34
5.29
0.195
8.59
0.31
16.17
20.68
DS
D4
29.34
62.4
36 inch
21.46
D4
D3
0.650
0.190
7.102
7.102
22.649
5.298
5.298
0.00
37.93
8.97
8.59
190.6
0.20
36 Inch
29.75
5.37
0.593
9.49
0.32
15.97
21.46
D4
D3
29.75
190.6
36 Inch
22.82
D3
DI
0,650
0.250
7.264
7.264
23,243
5.231
5.231
0.00
38.30
8.59
8.10
2,11.0
0.20
36 Inch
30.07
5.42
0.741
11.23
0.33
15.36
22.82
D3
D1
-
30.07
241.0
36 inch
-
24.54
D2
D1
0.650
0.200
0.130
0.130
10.000
7.310
7.310
0.00
0.96
17.59
17.53
29.1
0.21
15 Inch
2.94
2.14
0.226
5.70
0.30
18.06
24.54
D2
D1
-
-
-
2.94
29.1
15 Inch
-
-
-
24.54
D1
A47
0.650
0.180
7.511
7.511
23.984
5.148
5.148
0.00
38.97
8.10
7.77
166.2
0.20
36 Inch
29.74
5.51
0.502
13.44
0.34
14.56
24.54
DS
A47
29.74
166.2
36 inch
24.50
A47
A48
(N/A)
(N/A)
25.634
25.634
49.097
3.977
3.477
40.00
129.84
7.16
6.78
253.0
0.15
60 inch
100.86
6.61
0.635
12.34
0.25
13.68
24.50
Bentley StornnCAD
Val (SELECTsedes
2)
BMP_i Amend2.stc
Bentley Systems,
Inc. Haeslad
Methods
solution Center
[08.11.02.351
.
3/21/2011
27 Siemon Company
Dnve Suite
200 W
Watertown, CT
06795 USA .1-203-755-1666
Page 3 of
4
APR 0 8 2011

Conduit FlexTable: VDOT Report (BMP_1_Amend2.stc)
Start ::Stop : - Upstream Upstream Upstream System `:Upstream '-Upstream :..System , : System
Section . ,Invert Invert
Length .(Scaled) ;` Slope -<-Section `- Capacity
: Velocity Time
Cover Friction Slope - Hydraulic Grade ..-:-Ground-, _
Node ,,', Node .. Inlet C Inlet Area CA - - CA . ..Flow Time -:.Intensity _ . Intensity.,.. Additional
Discharge (Up) (Down)
•:.r(ft) ,(%) .Size - ` (Design)
(Average) (Pipe `.;
(Start) -. (%) : I ' Line (In) Upstream -.
(acres) (acres) - -'-(acres) ,.. --': (min) _ �- (In/h) ; (in/h)._ .Flow
`Capacity (It) (it)
: •... : ,(Catalog.. (ft3/6) ;.
(ft/s) Flow)
(ft) ` '- :; ,; ., (ft) : Downstream
•..:.-:;..:, .. ..:.. (fta/s)..
-(ka/s)
- -:'Conduit) .:.::.
(min).._..
::.-. (ft) �.
A47 A48
1 160.86I 1
1 253.01 160 Inch I I
I 1
20.00
SMP 1_Amend2.stc
3/21/2011
Bentley Systems, Inc. Haestad Methods Solution Center
27 Siemon Company Drive Suite 200 W Watedown, CT 05795 USA + 1 -203-755-1666
Bentley StormCAD Vei (SELECTseries 2)
[08.11.02.35)
Page 4 of 4
APR n 8 2011

Title: Camp Lejeune Phase 1 Lincoln Park Residenatil
Forebay2.stc
3/21/2011
Title: Scenario: BMP #2
Rt
Klmley-Horn and Associated
27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA [phone] -
125
Project Engineer: Rachel Oberle
Bentley StormCAD V81 (SELECTseries 2)
[08.11,02.35]
Page 1 of 1
APR 0 8 2011

Title: Conduit FlexTable: VDOT Report (Forebay2.stc)
Start ';"Stop ;Upstream Upstream, Upstream ::::System Upstream Upstream
System -, System
'.,;Seaton;
.-invert Wert Length (Scaled) Slope _Section . Capacity .:.
Velocity
.Time
.Cover --.:Friction Slope Hydraulic Grade
-Ground-. '
Node Node :InletC ';lriletArea .. CA is CA , FIdw.Time.- ,Intensity,
;,.Intensity ' <;Additional ,
,Discharge
?(Up) . i(Down).. (it) (%) '.Size :-,.(Design)
(Average)
..(Pipe
(Start)- (%) .,'� line (In) .'
Upstream.i.. ...
.
i. (acres) (acres) (acres) ? (min) ..:.•(In/h)
:.:• (in/h) Flow
=:Capacity
-(ft) ,(ft) -(Catalog :.. (fta/s)
(ft/s)
.Flow)
(ft) (ft)
-Downstream
: :.;, •_ - -. :.. . ...... . ...:
.::. .-fffa/al ,
;:.(ftaycl
,:; ;_..'. Conduit)
-. :.:::(min)
B47
B46
0.650
0.270
0.130
0.130
10.000
7.320
7.320
0.00
0.96
18.65
18.51
28
0.50
12 inch
2.52
2.99
0.156
2.75
0.13
19.23
22.40
B47
B48
2.52
28
12 Inch
22.40
B48
B50
0.650
0.270
0.260
0,260
10.156
7.285
7.285
0.00
1.91
18.S1
18.24
54
0.50
12 inch
2.52
3.53
0.255
2.89
0.52
19.16
22.40
B48
B50
2.52
54
12 inch
21.63
B19
B50
0.662
0.380
0.252
0.252
10.000
7.320
7.320
0.00
1.86
17.63
17.49
35
0.40
15 inch
4.07
3.24
0.180
2.75
0.11
18.46
21.63
849
850
4.07
35
15 Inch
21.63
B45A
B45
0.500
1.180
0.590
0.590
20.000
5.627
5.627
0.00
3.35
18.46
17.98
71
0.67
12 Inch
2.91
4.26
0.278
1.75
0.88
19.92
21.20
B45A
845
2.91
71
12 inch
21.63
B45
B46
0.800
0.210
0.758
0.758
20.278
5,595
5.595
0.00
4.27
17.98
17.84
34
0.40
15 Inch
4.09
3.78
0.150
2.40
0.38
19.14
21.63
B45
B46
4.09
34
1S Inch
21.63
B43
B44
0.500
1.990
0.995
0.995
20.000
5.627
5.627
0.00
5.64
17.60
17.46
24
0.60
15 Inch
5.00
4.60
0.087
2.25
0.76
19.64
21.10
B43
B44
5.00
24
15 Inch
22.45
B6
B7
0.650
0.520
0.338
0.338
10.000
7.320
7.320
0.00
2.49
19.30
19.16
28
0.50
12 Inch
2.52
3.18
0.147
3.00
0.49
22.42
23.30
86
B7
2.52
28
12 inch
23.30
B7
B17
0.650
0.520
0.676
0.676
10.147
7.287
7.287
0.00
4.97
19.16
17.87
258
0.50
15 Inch
4.57
4.05
1.063
2.89
0.59
22.14
23.30
B7
B17
4.57
2S8
15 Inch
22.90
B8
89
0.589
0.190
0,112
0.112
10.000
7.320
7.320
0.00
0.83
17.97
17.77
40
0.50
12 Inch
2.52
1.05
0.634
2.35
0.05
21.31
21.32
138
B9
2.52
40
12 Inch
21.32
B9
Bit
0.667
0.260
0.285
0.285
10.634
7.178
7.178
0.00
2.07
17.66
17.41
42
0.60
15 inch
5.00
1,66
0.416
2.41
0.10
21.27
21.32
B9
B11
5.00
42
15 Inch
21,32
1310
B11
0.650
0.570
0.370
0.370
10.000
7.320
7.320
0.00
2.73
17.82
17.70
29
0.40
15 Inch
4.09
2.23
0.217
2.25
0.18
21.28
21.32
BIO
B11
4,09
29
15 Inch
21.32
B11
B13
0.660
0.290
0.848
0.848
11.049
7.085
7.085
0.00
6.05
17.41
16.25
233
0.50
24 Inch
16.00
1.93
2.016
1.91
0.07
21.16
21.32
Bll
B13
16.00
233
24 Inch
22.97
B13
B14
0.650
0.130
0.932
0.932
13.065
6.633
6.633
0.00
6.23
16.25
15.33
183
0.50
24 inch
16.00
1.98
1.538
4.73
0.08
20.97
22.97
813
B14
16.00
183
24 Inch
23.44
814
816
0.650
0.080
0.981
0.981
14.603
6.289
6.289
0.00
6.22
15.33
14.68
94
0.69
24 Inch
18.81
1.98
0.792
6.11
0.08
20.81
23.44
B14
B16
18.81
94
24 Inch
22.90
B15
B16
0.650
0.290
0.189
0.189
10.000
7.320
7.320
0.00
1.39
18.90
18.76
29
0.50
12 Inch
2.52
1.77
0.273
3.00
0.15
20.78
22.90
B15
616
2.52
29
12 Inch
22.90
B16
B17
0.738
0.240
1.346
1.346
15.394
6.155
6.155
0.00
8.35
10.00
9.55
90
0.50
24 Inch
16.00
2.66
0.564
10.90
0.14
20.74
22.90
B16
617
16.00
90
24 inch
22.90
Bit
B2
(N/A)
(N/A)
0.000
0.000
5.000
9.240
9.240
0.00
17.40
10.30
9.96
113
0.30
42 Inch
55.18
1.81
1.041
7.20
0.03
20.7S
21.00
B1
B2
55.18
113
42 inch
23.14
62
B3
0.650
0.040
0.026
0.026
6.041
8.810
8.840
0.00
17.63
8.75
8.32
144
0.30
42 Inch
55.10
1.83
1.310
10.89
0.03
20.69
23.14
B2
33
55.10
1,14
42 Inch
22.90
B3
B17
0.626
0.250
0.183
0.183
10.000
7.320
7.320
0.00
18.75
8.32
8.26
30
0.21
42 Inch
46.10
1.95
0.257
11.08
0.03
20.62
22.90
83
B17
46.10
30
42 Inch
22.90
B17
B21
0.650
0.280
2.387
2.387
15.959
6.090
6.090
0.00
32.05
8.26
7.89
185
0.20
42 Inch
44.69
3.33
0.926
11.15
0.10
20.46
22.90
B17
B21
44.69
185
42 Inch
23.58
B20
B21
0.500
0.820
0.410
0.410
15.000
6,200
6.200
0.00
2.56
19.20
18.49
119
0.60
15 inch
. 5.00
2.09
0.950
1.75
0.16
20.46
22.20
B20
B21
5.00
119
15 Inch
23.58
518
B19
0.500
0.700
0.350
0.350
15.000
6.200
6.200
0.00
2.19
19.35
18.39
193
0.50
15 Inch
4.57
1.78
1.605
1.75
0.11
21.13
22.35
318
819
-
_
- 4.57
193
-
15 Inch
21.90
319
B21
0.500
1.050
0.87S
0.875
20.000
5.627
5.627
0.00
4.96
18.39
17.90
97
0.50
15 Inch
4.55
4.04
0.400
2.27
0.59
20.85
21.90
319
B21
4.55
97
15 Inch
23.58
321
B22
0.800
0.040
3.704
3.704
20,400
5.581
5.581
0.00
38.23
7.89
7.61
140
0.20
42 Inch
44.99
3.97
0.587
12.19
0.14
20.13
23.58
Title: Camp Lejeune Phase 1 Lincoln Park Residenahl
Forebay1sic
3/21/2011
Kimley-Horn and Associated
27 Slemon Company Drive Suite 200 W Watertown, CT 05795 USA 0-203255-1686
Project Engineer: Rachel Obede
Bentley StormCAD Val (SELECTseries 2)
(08, 1102.351
Page i of 2
APR 0 8 2011

Title: Conduit FlexTable: VDOT Report (Forebay2.stc)
Start
-Stop -'.
Upstream
Upstream
Upstream
'.System
`-Upstream :
-: Upstream
System
.System` -
Section_
Invert
::-Invert -
Length (Scaled)
: Slope
Section ::.-
Capacity
Velocity .
Node
Node .
_.-Inlet,C -
Inlet Area
.CA :.
CA
;Flow Time
.. Intensity -.
Intensity
:-; Additional
Discharge
' (Up)
(Down)
'r ((It)
(%)
:..Size
(Design)
, (Average)
-,.(acres)
(acres)
(acres)
�-.(min)
r'(In/h)
(In/h)
Flow
Capacity
` (ft)
-:.M
-
- (ft3/s)
..'(ft/s) -
r
-
....
.,
.,
(fta/s)
(ft'/s)
-:> - ;..
.,
;.:.
.(Catalog
Conduit)
..
....
B21
B22
44.99
140
42 inch
B22
B41
0.697
0.540
4.080
4.080
20.987
5.513
5.513
0.00
10.08
7.61
7.55
29
0.20
48 Inch
64.24
3.19
B22
B41
64.24
29
48 Inch
B25
B26
0,500
1.850
0.925
0,925
25.000
5.053
5.053
0.00
4.71
19.00
18.44
140
0.40
18 Inch
6.64
2.67
B25
B26
6.64
140
18 Inch
B23
824
0.500
1.090
0.545
0.545
20.000
5,627
5,627
0.00
3.09
19.85
19.40
151
0.30
15 inch
3.51
2.52
B23
B24
3.54
151
15 Inch
B24
B26
0.650
0.210
0.653
0.653
20.999
5.512
S.S12
0.00
3.63
19.40
19.28
29
0.40
15 Inch
4.10
2.95
B24
B26
4.10
29
15 Inch
B26
B27
0.650
0.310
1.722
1.722
25.875
4.953
4.953
0.00
8.60
18.44
18.13
78
0.40
18 Inch
6.64
9.86
B26
B27
6.64
78
18 inch
B27
B28
0.650
0.240
1.878
1.878
26.142
4.922
1.922
0.00
9.32
18.13
17.89
60
0.40
24 inch
14.31
2.97
B27
B28
14.31
60
24 Inch
B28
B29
0.650
0.480
2.190
2.190
26.479
4.884
4.884
0.00
10.78
17.89
17.77
29
0.39
24 Inch
19.18
3.43
628
B29
14.18
29
24 inch
B29
B31
0.650
0.360
2,424
2.424
26.620
4.868
4.868
0.00
11,89
17.77
16.14
408
0.40
24 Inch
14.31
3.79
B29
B31
14.31
108
24 inch
B31
B41
0.650
0.250
2.547
2.547
28.417
4.662
4.662
Mo
11.97
16.14
15.59
139
0.40
24 Inch
14.31
3.81
B31
B41
14.31
139
24 Inch
839
B40
0.650
0,500
0.325
0.325
10.000
7.320
7.320
0.00
2.40
18.85
18.71
29
0.50
12 Inch
2.52
3.05
B39
B40
2,52
29
12 inch
B39
B35
0.650
0.250
0.162
0.162
10.000
7.320
7.320
0.00
1.20
19.18
19.03
31
0.50
12 Inch
2.52
1.53
B34
B35
2.52
31
12 inch
B3S
B38
0.650
0.190
0.286
0.286
10.338
7.244
7.244
0.00
2.09
19.03
18.46
114
0.50
15 Inch
4.57
1.70
B35
B38
4.57
114
15 Inch
B36
B38
0.500
1.760
0.880
0.880
20.000
5.627
5.627
0.00
4.99
18.68
18.10
165
0.35
18 Inch
6.21
2.82
B36
B38
6.21
165
18 Inch
B38
B40
0.650
0.100
1.231
1.231
20.974
5.515
5.515
0.00
6.84
18.10
16.93
391
0.30
18 Inch
5.75
3.87
B38
B40
5.75
391
18 Inch
840
B41
0.670
0.370
1.804
1.804
22.656
5.322
5,322
0.00
9.68
16.93
16.65
92
0.30
24 Inch
12.39
3.08
B40
B41
12.39
92
24 Inch
B41
B44
0.693
0.210
8,576
8.576
29.025
4.592
4.592
0.00
57.10
7.55
7.25
148
0.20
48 Inch
64.45
4.54
B41
949
64.45
148
48 Inch
B44
B46
0.650
0.120
9.640
9.640
29.568
4.530
4.530
0.00
61.42
7.25
7.01
121
0.20
48 Inch
61.76
4.B9
B44
B46
64.76
121
48 Inch
B96
3-1
0.650
D. 160
10.502
10,502
29.980
4.482
4.482
0.00
64.85
7.01
6.93
38
0.20
48 Inch
64.24
5.16
346
3-1
64.24
38
48 Inch
1-1
B50
(N/A)
(N/A)
10.502
10.502
30.103
4.475
4.475
0.00
64.77
6.93
6.83
52
0.20
48 Inch
63.62
5.15
1-1
B50
63.62
52
48 inch
350
B51
0.818
0.440
11.374
11.374
30.271
4,466
4.466
0.00
68.60
6.83
6.45
191
0.20
54 Inch
87.94
4.31
350
B51
87.94
191
54 inch
Title: Camp Lejeune Phase 1 Lincoln Park Residenatil
Forebayd.stc
3/21/2011
Kimley-Hom and Associated
27 Slemon Company Drive Suite 200 W Watertown, CT 06795 USA [phone]
Time Cover
(Pipe (Start)
Flow) (It)
(min)
0.152 10.99
0.875 1.50
0.999 1.25
0.164 3.23
0.267 3.94
0.337 3.37
0.141 3.26
1.796 3.38
0.608 5.16
0.158 2.75
0,338 3.00
1.116 2.91
0.974 2.02
1.683 4.30
0.498 3.67
0.543 11.05
0.413 11.20
0.123 10.62
0.168 11.07
0.738 10.30
Friction Slope , Hydraulic Grade `.-Ground
- (%)
Line (In)
..:Upstream,:.
'(ft)';
Downstream
... ..
:- - (ft) ..
22.60
0.08
19.85
22.60
22.60
0.20
23.08
22.00
23.88
0.23
23.31
22.35
23.88
0.32
22.89
23.88
23.88
0.67
22.65
23.88
23.50
0.17
21.87
23.50
23.15
0.23
21.66
23,15
23.15
0.28
21.43
23.15
23.30
0.28
20.22
23.30
22.60
0.45
20.27
22.60
22.60
0.11
22.08
23.18
23.18
0.10
22.01
23.18
23.90
0.23
22.27
22.20
23.90
0.42
21.80
23.90
22.60
0.18
20.00
22.60
22.60
0.16
19.69
22.60
22.45
0.18
19.24
22.45
21.63
0.20
18.84
21.63
22.00
0.20
18.55
22.00
21.63
0.12
16.83
21.63
23.00
Project Engineer. Rachel Oberle
Bentley SlormCAD VBi (SELECTsedes 2)
JOB. 11.02.351
Page 2 of 2
r _�
APR 0 0 2011
r.

E20
E2
Title: Camp Lejeune- Lincoln Park Residential Forebay 5
Forebay5.stc
3/21 /2011
Title: Scenario: BMP #5
E6 Fn
Hassled Methods Solution Center
27 Stemon Company Drive Suite 200 W Watertown, CT 06795 USA [phone]
E36
Project Engineer: Rachel Oberle
Bentley SlormCAD VBi (SELECTseries 2)
[08.11.02.351
Page 1 of 1
f
APR 0 8 2011

Title: Conduit FlexTable: VDOT Report (Forebay5.stc)
Start-" . Stop Upstream_ - Upstream Upstream :.`System Upstream _ Upstream System. -� 'System
= Section_
Invert ` Invert Length (Scaled) Slope Section Capacity
Velocity
Time
':`Cover Friction Slope Hydraulic Grade.
- Ground -
-
Node .: Node -! InletC . ` Inlet Area CA `-- . CA:- Flow Time Intensity -Intensity 'Additional.:-:
Discharge :'.
(Up) (Down) '(f[) (%) - -Size (Design)_
:(Average).:
. (Pipe -
(Start),Llne.(In)
Upstream '
(acres) '-::(acres). .(acres) ,(min) (In/h) :;..,(In/h)' ..Flow
`
.`.Capacity
.-- (ft) .:.(ft) :: (Catalog (ft3/s)
:
(ft/s)
Flow)
(fit) ':, (ft)
.Downstream
.. , .. . (fts/cl
2; (ff3/c)
_ [nndulfl
. (min)
E28
E29
0.500
0.970
0.485
0.485
15,000
6.160
6.160
0.00
3.01
18.30
17.68
207.8
0.30
15 Inch
3.54
2.45
1.413
1.55
0.22
20.77
21.10
E28
E29
3.54
207.8
15 inch
20.70
E29
E30
0.500
1.270
1.120
1.120
20.000
5.597
5.597
0.00
6.32
17.68
17.17
201.3
0.25
15 inch
3.23
5.15
0.651
1.77
0.95
20.23
20.70
E29
E30
3.23
2013
15 Inch
23.25
E18
E19
0.500
1.230
0.615
0.615
20.000
5.597
5.597
0.00
3.47
16.98
16,31
134.1
0.50
15 Inch
4.57
2.83
0.790
3.17
0.29
21.54
21.40
E18
E19
4.57
134.1
15 Inch
21.30
E19
E21
0.500
0.500
0.865
0,865
20.790
5.508
5.508
0.00
4.80
16.31
15.60
142.3
0.50
18 Inch
7.43
2.72
0.871
3.49
0.21
21.07
21.30
E19
E21
7.43
142.3
1S Inch
21.69
E20
E21
0.656
0.470
0.308
0.308
10.000
7.310
7.310
0.00
2.27
18.50
18.25
50.7
0.49
12 Inch
2.49
2.89
0.294
2.31
0.41
20.98
21.81
E20
E21
2.49
50.7
12 inch
21.69
E21
E25
0.600
0.420
1.426
1.426
21.661
5.410
5.410
0.00
7.77
15.60
15.22
75.8
0.50
18 Inch
7.43
4.40
0.288
4.59
0.55
20.69
21.69
E21
E25
7.43
75.8
18 Inch
21.81
E25
E24
0.650
0.380
1.673
1.673
21.949
5.377
5.377
0.00
9.07
15.22
15.09
25.9
0.S0
18 Inch
7.43
5.13
0.084
5.09
0.74
20.08
21.81
E25
E24
7.43
25.9
18 Inch
21.82
E22
E23
0.657
0.220
0.145
0.145
10.000
7.310
7.310
0.00
1.06
18.85
18.64
41.9
0.50
12 Inch
2.52
1.36
0.516
2.31
0.09
20.15
22.16
E22
E23
2.52
41.9
12 inch
22.16
E23
E24
0.622
0.270
0.313
0.313
10.516
7.191
7.191
0.00
2.27
18.64
18.41
47.4
0.50
12 Inch
2.52
2.88
0.272
2.52
0.40
20.07
22.16
E23
E24
2.52
47.4
12 Inch
21.82
E24
E26
0.671
0.210
2.126
2.126
22.033
5.368
5.368
0.00
11.5o
15.09
14.63
153.5
0.30
24 inch
12.39
3.66
0.701
4.73
0.26
19.65
21.82
E24
E26
12.39
153.5
24 Inch
23.00
E26
E27
0.650
0,140
2,204
2.204
22.734
5.289
5.289
0.00
11.75
14.63
13.59
347.3
0.30
30 inch
22.46
2.39
2.416
5.87
0.08
19.19
23.00
E26
E27
22.46
347.3
30 inch
21.90
E3
E2
0.800
0.510
0.408
0.408
10.000
7.310
7.310
0.00
3.01
17.98
17.86
30.2
0.40
15 inch
4.09
2.45
0.204
2.35
0.22
21,11
21.58
E3
E2
4.09
30.2
15 Inch
21.58
E2
E8
0.650
0.510
0.739
0.739
10.204
7.263
7.263
0.00
SAl
17.58
17.12
92.4
0.50
18 Inch
7.43
3.06
0.500
2.50
0.27
20.96
21.58
E2
E8
7.43
92.1
18 Inch
22.10
E6
E7
0.800
0.440
0.352
0.352
10.000
7.310
7.310
0.00
2.59
18.60
18.46
28.6
0.50
12 inch
5.04
1.65
0.293
2.50
0.13
21.50
22.10
E6
E7
5.04
28.6
12 inch
22.10
ES
E7
0.650
0.430
0.183
0.183
10.000
7.310
7.310
0.00
1.35
19.10
18.35
148.9
0.50
12 inch
2.53
1.72
1.445
2.74
0.14
21.67
22.84
E5
E7
2.53
148.9
12 inch
22.10
E7
E8
0.650
0.330
0.750
0.750
11.495
6.978
6.978
0.00
5.27
18.35
17.85
99.8
0.50
15 Inch
4.57
4.30
0.388
2.50
0,67
21.38
22.10
=7
ES
4.57
99.8
15 inch
22.10
-8
E12
0.650
0.290
1.678
1.678
11.833
6.889
6.889
0.00
11.65
17.12
16.36
152.9
0.50
24 Inch
16.00
3.71
0.688
2.98
0.27
20.72
22.10
:8
E12
16.00
152.9
24 Inch
22.95
-9
E12
0.500
1.060
0,530
0.530
20,000
5.597
5,597
0.00
2.99
18.00
17.36
158.4
0.11
15 Inch
4.11
2.44
1.081
1.75
0.21
20.65
21.00
-9
E12
4.11
158.1
15 Inch
22.95
-10
Eli
0.500
1.320
0.660
0.660
20.000
5.597
5.597
0.00
3.72
18.65
17.99
189.1
0.35
15 Inch
3.82
3.03
1.036
1.50
0.33
21.63
21.40
:10
EIS
3.82
189.1
15 inch
21.30
:11
E12
0.500
1.010
1.165
1.165
21.038
5.480
5,480
0.00
6.43
17.99
17.49
167.3
0.30
18 Inch
5.75
3.64
0,764
1.81
0.38
20.94
21.30
:11
E12
5.75
167.3
18 inch
22.95
712
E13
0.800
0.020
3.389
3.389
21.803
5.394
5.394
0.00
18.92
16.36
15.60
153.0
0.50
24 inch
15.94
5.86
0.435
4.60
0.66
20.14
22.95
:12
E13
15.94
153.0
24 Inch
21.90
:13
E27
0.631
0.440
3.666
3.666
22.237
5.345
5,345
0.00
19.75
11.50
11.40
27.9
0.36
29 Inch
13.52
6.29
0.074
8.40
_ 0.76
19.12
21.90
13
E27
--
-
-
13.52
27.9
24 Inch
_
21.90
14
E15
0.650
- 0.470
0.306
0.306
10.000
7.310
7.310
0.00
2.25
15.90
15.76
28.9
0.50
12 inch
2.51
2.87
0.169
5.40
0.40
21.96
22.30
14
E15
2.51
28.9
12 inch
22.30
15
E17
0.650
0.380
0.553
0.553
10.169
7.271
7,271
0.00
4.05
12.89
11.69
299.5
0.40
15 inch
4.10
3.30
1.510
8.16
0.39
21.84
22.30
Title: Camp Lejeune- Lincoln Park Residential Forebay 5
ForebayS.stc
3/21/2011
Haestad Methods Solution Center
27 Slemon Company Drive Suite 200 W Watertown, CT 06795 USA + 1 .203-755-1666
Project Engineer: Rachel Oberle
Bentley StormCAD V81 (SELECTseries 2)
[08.11 02.35)
Page 1 of 2
r - 7:-
APR 0 8 2011

Title: Conduit FlexTable: VDOT Report (Forebay5.stc)
Start
Stop -'
Upstream
� Upstream
Upstream
System
�. p
U streamU
stream
p _.
S stem
y
`- S stem
y
-t 5edion
�•. invert
� 'Invert
_
Length.(Scaled)
..Slope
_.
Sectlon
-Capacty
Velocity
Time
:Cover
Friction Slope
Hydraulic Grade
-Ground-.
Node--
Node..
Inlet
Inlet Area
� CA
`;� CAFlow
Time
�.�:Intensity
,.Intensity
Additional
Discharge
(Up) (Up):•:(Down)
�+(ft)-
(%)
�..-Size
(Design) -'.(Average)
(Pipe.
(Start)
(%) ��
'-Line(In)
�--:Upstream
(acres)
(acres):.i.'(acres)
_.,.(min)
`.-(in/h)
(In/h)
Flow.:
- Capacity
(ft)
',(R) _
. :!.
.(Catalog
`!'(ft3/s)
(ft/s)
Flow)
(it)
'�, (R)
.Downstream.'
(ft3/s).
..(ft3/5)
: '
"`:.
Conduit)
(min)
E15
E17
4.10
.-
299.5
15 inch
21.90
E16
E17
0.600
0.420
0.252
0.252
10.000
7.310
7.310
0.00
1.86
18.40
18.26
29.4
0.50
12 inch
2.52
2.36
0.204
2.50
0.27
20.75
21.90
E16
E17
2.52
29.4
12 Inch
21.90
E17
E27
0.650
0.590
1.188
1.188
11.679
6.924
6.924
0.00
8.29
11.69
11.10
94.8
0.30
15 inch
3.54
6.76
0.234
8.97
1.65
20.47
21.90
E17
E27
3.54
94.8
15 Inch
21.90
E27
E30
0.650
0.470
7.364
7.364
25.150
5.016
5.016
0.00
37.24
11.40
10.78
153.1
0.41
36 Inch
42.16
5.27
0.484
7.50
0.31
18.48
21.90
E27
E30
42.96
153.1
36 inch
23.25
E30
E48
0.600
0.000
8.484
8.484
25.634
1,962
4.962
0.00
42.43
10.78
10.37
80.8
0.51
36 Inch
47.95
6.00
0,225
9,17
0.40
17.58
23.25
E30
E48
47.45
80.8
36 inch
22.65
E92
E43
0.500
1.800
0.900
0.900
20.000
5.597
5.597
0.00
5.08
17.50
16.30
241.3
0.50
15 inch
4.56
4.19
0.971
2.25
0.62
21.13
21.00
E42
E43
4.56
241.3
15 inch
21.20
E43
E44
0.500
1.110
1.455
1.455
20.971
5.487
5.487
0.00
8.05
16.30
15.66
126.3
0.50
18 Inch
7.96
4.55
0.465
3.40
0.59
19.11
21.20
E43
E44
7.46
126.3
18 inch
22.39
E40
E41
0.650
0.440
0.286
0.286
10.000
7.310
7.310
0.00
2.11
13,88
13.76
29.1
0.40
12 Inch
2.26
2.68
0.180
6.95
0.35
19.26
21.83
E40
E41
2.26
29.1
12 Inch
21.83
E36
E37
0.500
1.900
0.950
0.950
25.000
5.033
5.033
0.00
4.82
18.05
16.69
136.3
1.00
15 inch
6.46
3.93
0.577
2.50
0.56
21.70
21.80
E36
E37
6.16
136.3
15 inch
23.00
E37
E38
0.650
0.520
1.288
1.288
25.577
4.968
4.968
0.00
6.45
15.00
14.88
29.0
0.41
18 inch
6.76
3.65
0.132
6.50
0.38
20.95
23.00
E37
E38
-
6.76
29.0
18 Inch
23.00
E38
E39
0.750
0.290
1.505
1.505
25,710
4.953
4.953
0.00
7.52
14.88
14.58
74.4
0.41
18 inch
6.69
4.25
0,290
6.62
0.51
20.66
23.00
E38
E39
6.69
74.4
18 inch
22.92
E33
E34
0.500
0.690
0.345
0.395
20.000
5.597
5.597
0.00
1.95
17.00
16.45
91.7
0.60
15 Inch
5.00
1.59
0.967
2.85
0.09
21.13
21.10
E33
E34
5.00
91.7
15 Inch
22.70
E31
E32
0.500
1.270
0.635
0.635
25.000
5.033
5.033
0.00
3.22
18.30
16.92
138.2
1.00
15 Inch
6.46
2.63
0,876
2.25
0.25
21.44
21.80
E31
E32
6.46
138.2
15 Inch
22.70
E32
E34
0.650
0.390
0.888
0.888
25.876
4.935
4.935
0.00
4.42
15.31
15.19
29.1
0.40
18 inch
6.64
2.50
0.193
5,90
0.18
21.10
22.70
E32
E39
6.64
29.1
18 inch
22.70
E34
E39
0.600
0.310
1.419
1.419
26.069
4,913
4.913
0.00
7.03
15.19
14.46
147.3
0.50
18 Inch
7.42
3.98
0.616
6.01
0.45
20.94
22.70
=34
E39
7.42
147.3
18 Inch
22.92
39
E41
0.650
0.040
2.951
2.951
26.685
4.843
4.843
0.00
14.41
14.46
13.76
233.7
0.30
24 inch
12.34
4.59
0.850
6.47
0.41
20.10
22.92
39
E41
12.34
233.7
24 inch
21.83
=91
E44
0.650
0.460
3.536
3.536
27.536
4.748
4.798
0.00
16.92
13.76
13,17
200.8
0.30
30 inch
22.48
3.45
0.948
5.57
0.17
19.00
21.83
=91
E44
22.48
200.8
30 inch
22.39
-44
E46
0.650
0.050
5.023
5.023
28.483
4.641
4.641
0.00
23.50
13.17
12,79
123.0
0.30
30 inch
22.39
4.79
0.446
6.72
0.33
18.47
22.39
`.44
E46-
22.39
123.0
30 Inch
21.53
_45
E46
0.623
0.390
0.243
0.243
10.000
7.310
7.310
0.00
1.79
17.52
17.10
29.1
0.40
12 Inch
2.25
3.18
0.152
3.01
0.42
18.19
21.53
:45
E46
2.25
29.1
12 Inch
21.53
746
E47
0.702
0.290
5.470
5.470
28.929
4.591
9.591
0.00
25.31
10.67
10.53
69.8
0.20
30 Inch
18.34
5.16
0.226
8.36
0.38
17.87
21.53
746
E47
18.34
69.8
30 Inch
22.15
.47
E48
0.700
0.150
5.575
5.575
29.155
4.565
4.565
0.00
25.65
10.53
10.37
80.4
0.20
36 inch
29.83
3.63
0.367
8.62
0.15
17.37
22.15
47
E48
29.63
80.4
361nch
22.65
46
E49
0.700
0.070
14.105
14.105
29.523
4.524
4.524
0.00
64.32
10.37
10.30
67.0
0.10
42 Inch
32.52
6.69
0.167
8.78
0.41
16.87
22.65
48
E49
32.52
67.0
42 inch
21.00
Title: Camp Lejeune- Lincoln Park Residential Forebay 5
Forebay5.stc
3/21/2011
Haestad Methods Solution Center
27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA [phone]
Project Engineer: Rachel Oberle
Bentley StoonCAO Vei (SELECTsedes 2)
(08.11.02.351
Page 2 of 2
APR A 8 2011

Nelson, Christine
From: Nelson, Christine
Sent: Tuesday, April 05, 2011 12:49 PM
To: '[e-mail]'
Subject: RE: request for additional information for Lincoln Park
Ted,
I understand where you are coming from. Technically, the two other offsite ponds weren't permitted as forebays
because a large enough one was originally provided in the main pond. But I think you have the justification to allow 1A
to be slightly undersized.
Christine
E-mail correspondence to and fi-om this address may be subject to the North Carolina
Public Records Law and may be disclosed to third parties.
From: Ted. M!Iler(d)kimlev-horn.com fmailto:Ted.Miller(a)kimlev-horn.coml
Sent: Tuesday, April 05, 2011 11:51 AM
To: Nelson, Christine; david.towieKolusmc.mil
Cc: Russell, Janet
Subject: RE: request for additional information for Lincoln Park
Christine- please see the attached spreadsheet that illustrates the contributing drainage areas to each forebay and the
combined area/volume. I guess the question that I need for you to answer is whether or not the allocation of the
forebay volumes is acceptable -the total volume provided in the forebays is 18.3% of the permanent pool volume - I
know that part is satisfactory. Given that over 40% of the stormwater that is directed to BMP #1 first is routed through
one of the two other on -site ponds (which essentially serve as forebays), we thought it would be best to bump up the
size of the smaller proposed forebay within BMP#1. The smaller forebay is still only less than 8%of the total forebay
volume, but is greater than what is "required".
I hope this is not too confusing .... I just want to make sure the allocation of the forebay volumes is acceptable, while also
building what makes sense. I'll plan to call you to discuss further -
Ted Miller, P.E.
Kimley-Horn and Associates, Inc.
Direct: 757-548-7333
From: Nelson, Christine fmailto:christine.nelsonCdncdenr.govj
Sent: Thursday, March 31, 2011 11:11 AM
To: Miller, Ted; Towler CIV David W
Cc: Russell, Janet
Subject: request for additional information for Lincoln Park
Gentlemen,
I've attached a pdf of the request for additional information for Lincoln Park (SW8 090815). Please be aware that I will
be out of the office from April 7-14. 1 put a short timeline on this in hopes of possibly getting it back so I can issue it
before I leave. If you need more time to respond, that would be ok too.
Copies of this letter will also be sent in the mail. Please let me know if you have any questions!
Christine
Christine Nelson
Environmental Engineer

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 31, 2011
Commanding Officer c/o Carl Baker, Deputy Public Works Officer
US MCB Camp Lejeune
Bldg 1005 Michael Road
Camp Lejeune, NC 28547
Subject: Request for Additional Information
_.- Stormwater Project No. SW8 090815
Lincoln Park Residential Development
Onslow County
Dear Mr. Baker:
'The Wilmington Regional Office received an Express Stormwater Management Permit
Application for Lincoln Park Residential Development on March 22, 2011. 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 onsite and offsite drainage areas listed in Section
111.10 of the application are accurate and consistent. These two numbers
do not add up to the total drainage area presented in this table and
subsequently used for sizing the wet detention pond.
2. Please verify the permanent pool volume. The reported volume is higher
than expected. In looking at the Stage -Storage table provided in the
calculations, it seems that the initial incremental volume and accumulated
volume of 206,176 cf may be based on a 1 ft elevation difference instead
of a 0.5 ft elevation difference. Please keep in mind that the permanent
pool volume will have an effect on the average depth of the pond, which
will affect the SA/DA ratio and the required surface area.
3. Please provide calculations to demonstrate that each forebay is sized to
be 20% of the runoff directed to each forebay.
Plan sheet CG-108 appears to indicate that the pool drain will be directed
into the stormwater treatment collection system. Please be aware that the
water generated from the backwash and draining associated with
swimming pools must not be directed to the stormwater system as it is
deemed permitted by NPDES under 15A NCAC 021-1.0106(f)(1).
Please either add a weir to the added forebay berm or lower this berm so
that it is set no lower than 1 foot below the permanent pool elevation.
6. The express additional information fee has been waived for this request
for additional information.
127 C
��irytorFcy�,oal Gin.e
ardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone] t. Customer Service: 1-877-623 6748 NorthCarc)lina
Internet:w .nwaterquality.org t�����1//�
An Equal O000dunity l Affirmative Action Emolover Na

Carl Baker
March 31, 2011
Stormwater Application No. SW8 090815
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.
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 April 6,
2011, 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, p
ca f %
Christine Nelson
Environmental Engineer
GDS/can: S:\WQS\StormWater\Permits & Projects\2009 \090815 HD\2011 03 addinfo 090815
cc: Ted Miller, Kimley-Horn & Associates
Christine Nelson
Wilmington Regional Office
Page 2 of 2

Russell, Janet
From: [e-mail]
Sent: Tuesday, February 22, 2011 5:13 PM
To: Russell, Janet
Cc: [e-mail]
Subject: RE: Lincoln Park Residential Dev.
Janet/David- Please don't shoot the messenger! My client now has a conflict on 3/10 and would like to see if we could
move the meeting to Friday at 10 or 11.... would that work?
Ted Miller, P.E.
Kimley-Hom and Associates, Inc.
Direct: 757-548-7333
From: Russell, Janet [mailto:janet. russell@ncdenr govl
Sent: Monday, February 21, 2011 10:35 AM
To: Miller, Ted
Cc: David W Towler
Subject: Lincoln Park Residential Dev.
Ted:
The Express Stormwater Submittal Meeting has been scheduled with Christine Nelson on March 30 (per your request)
at 10:00 AM here in the Wilmington Regional Office. Based upon the description you provided, we believe that the
modification will be a simple plan revision with an Express Review Fee of $500.00.
Please respond to this email to confirm and reserve the meeting time and date.
Thanks,
Janet
Janet M. Russell
One Stop / Express Coordinator
910 796-7421
Email correspondence to and from this address is subject to Public Records Law and may be disclosed to third parties.

J��U d�tOPJI� �Ubn i w
/Revie
ONLY, j
Q7 V
North Carolina Department of Environment andNatural ResourcesNCDENR Request for Express Permit Review Lonrm:
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative- site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package. ,
• Asheville Region -Alison Davidson 828-296.4698;alison.devidsono_ncmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.leeoncmail.net
• Mooresville & -Patrick Grogan 704-663.3772 or patrick.grogan(IDWmail.net
• 'Washington Region -Lyn Hardison 252-946.9215 or lyn.hardison(a)ncmail.net
• Wilmington Region -Janet Russell 910-350-2004 orLt.russell(a).ncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day
Permits of request
SW
SW
SW
SW
SW
Project Name: LINCOLN PARK RESIDENTIAL DEVELOPMENT County: ONSLOW REC�' �VED
Applicant: JARL BLISS Company: MID -ATLANTIC MILITARY FAMILY COMMUNITIES LLC
Address: 200 FAIRBROOK DRIVE SUITE 101 City: HERNDON, State: VA Zip: 20170-_ FEB 1 7 2011
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:LATITUDE: 34' 42' 41" LONGITUDE: -77' 21' 58" BY:
Project Drains into TIDAL waters — Water classification SC (for classification see-http://h2o.enrstate.nc.us/bims/reoortsheportsWB'It n
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within Y2 mile and draining to class SA waters N or within 1 mile
and draining to class HQW waters? N
Engineer/Consultant: TED MILLER Company: KIMLEY HORN AND ASSOCIATES
Address: 501 INDEPENDENCE PARKWAT SUITE 300 City: CHESAPEAKE, State: VIRGINIA Zip: 23320-5159
Phone: [phone], Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
k1Scopfn eetin W LR, ❑ OTHER: REQUEST FOR FILING ONLY. MEETING HAS TAKEN PLACE
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
® 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
® 401 Water Quality Certification ® Isolated Wetland (_linear ft or <0.1acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & St 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-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scooinq and express meeting reauest
Wetlands on Site ® Yes ❑ No Buffer Impacts: ® No ❑ YES: —acre(s)
Wetlands Delineation has been completed: ® Yes ❑ No Isolated wetland on Property ® Yes ❑ No
US ACOE Approval of Delineation completed: ® Yes ❑ No 404 Application in Process w/ US ACOE: ® Yes ❑ No Permit
Received from US ACOE ® Yes ❑ No
rtrtrtrrr++++rtrt+rtrrt++rt++rt++•rr++rt+rtrtrtrrtrrrt+rtrtrtrtrtrtrtr+rtrtrtrtrtrt+Ior DENR use onlyrtrtrt+++rtrtrrrr+++rtrtrtrtrtrt+r++rtrtrtrrrrr+++rtrtrtrtrtr+rr+rtrt+rtrtrtrrrrr+++
Fee Solit for multiole permits: (Check # l TM. l coe A..,...,.,+ t
SUBMITTAL DATES
I Fee
ISUBMITTAL
DATES
Fee
CAMA
I $
Variance (❑ Mai; ❑ Min)
$
Sw (❑
I $
401:
$
LQS1
$
Stream Deter,_
$
NCDENR EXPRESS March 2009

Russell, Janet
From: [e-mail]
Sent: Thursday, February 17, 2011 1:27 PM
To: Russell, Janet
Subject: RE: The Village at Carolina Sands (formerly Lincoln Park Residential) at Camp Lejeune
Attachments: Residential_Express Request_Feb2011.doc
Janet- attached is an Express Request form. Christine has been the reviewer to date .... as a reminder, this is simply a
permit modification to include the area previously identified as "future BLIA" as proposed improvements to be
constructed now so it probably doesn't HAVE
it may be
Our preferred meeting date would be the morning of March 10 (Thurs) or the 9`h or 11th....
If the above is no good, let's plan for Thurs or Fri morning on 3/3 or 3/4. Hopefully we can make one of these weeks
work .... if we absolutely must go to the week of 3/14, lets shoot for the afternoon of 3/16 or the morning of 3/17.
Ted Miller, P.E.
Kimley-Horn and Associates, Inc.
Direct: 757-548-7333
From: Russell, Janet [mailto:ianet.russellOncdenr.govl
Sent: Wednesday, February 16, 2011 5:35 PM
To: Miller, Ted
Subject: RE: The Village at Carolina Sands (formerly Lincoln Park Residential) at Camp Lejeune
Greetings Ted!
Please send me another Express Request form along with some dates that you're available to meet starting the week of
the 28`h. Three or four dates, not in the same week would be good. Also, please remind me if you were working with a
particular stormwater reviewer on this project.
The form is attached if you need one.
Thank you,
Janet
From: Ted. Miller(a)kimley-horn.com [mailto:Ted.Miller(a kimley-horn.coml
Sent: Wednesday, February 16, 2011 4:34 PM
To: Russell, Janet
Subject: The Village at Carolina Sands (formerly Lincoln Park Residential) at Camp Lejeune
Hello Janet— I think we're finally set to schedule a pre -submittal meeting for the stormwater permit modification for
the above noted project. Can you please let me know what dates are available to schedule a meeting?
Ted Miller, P.E.
Kimley-Horn and Associates, Inc.
501 Independence Parkway, Suite 300 I Chesapeake, Virginia 23320
Direct: 757-548-7333 Office: 757-548-7300
Fax: [phone] Cell: 757-270-5187
Email: ted miller0kimley-horn com

For DENR UseONL
r YYT���✓V O (J (.� Reviewer:
PM North Carolina 3T�
Department of Environment and Submit: I l 0 S
A Natural Resources
NCDENR Request for Express Permit Review Time: —�Q��0
Confirm:
FILL-IN all the information below and CHECK the Permits) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828.296.4698;alison.davidsoncancmail.net
• Fayetteville or Raleigh Region -David Lee 919-791-4203; david.leengncmail.net
• Mooresville & -Patrick Grogan 704-663.3772 or patrick.grogan(dncmail.net
• Washington Region -Lyn Hardison 252.946-9215 or lvn.hardison(dncmail.net
• Wilmington Region -Janet Russell 910-350.2004 or ianet.russell(a)ncmail.net
NOTE: Project application received after 12 noon will be stamped in the following work day.
Permits of request
SW
SW
SW
SW
SW
(DCe4'�n
Project Name: LINCOLN PARK RESIDENTIAL -THE VILLAGE AT CAROLINA SANDS County: ONSLOW
Applicant: JARL BLISS Company: MID -ATLANTIC MILITARY FAMILY COMMUNITIES LLC
Address: 200 FAIRBROOK DRIVE SUITE 101 City: HERNDON, State: VA Zip: 20170-_
Phone: [phone], Fax: [phone], Email: [e-mail]
Physical Location:LATITUDE: 34* 42' 41" LONGITUDE: -77* 21' 58"
Project Drains into TIDAL waters — Water classification SC (for classification see-http://h2o.enr.state.nc.us/bims/reports/rebortsWB.html)
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N , within Yz mile and draining to class SA waters N or within 1 mile
and draining to class HOW waters? N
Engineer/Consultant: TED MILLER Company: KIMLEY HORN AND ASSOCIATES -t? r' 0 r4NV ID
Address: 501 INDEPENDENCE PARKWAT SUITE 300 City: CHESAPEAKE, State: VIRGINIA Zip: 23320-5159 N U , 0 4 2010
Phone: [phone]. Fax: [phone], Email: [e-mail]
SECTION ONE: REQUESTING A SCOPING MEETING ONLY 1S1 L-T p _:5 1 S' IBY •
❑ Scoping Meeting ONLY ® DWO, ❑ DCM, ❑ DLR, ❑ OTHER: REQUEST FOR FILING ONLY. MEETING HAS TAKEN PLACE.
SECTION TWO: CHECK ONLY THE PROGRAM (SS) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ IntermittenUPerennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear It or <0.1 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-Retention _ # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems / ❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit#)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 100 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 ® 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
*x**xxx******•**************+x*rt**+*********x*x*x•x•x*x*For DENR use only+++************++++rt++rtrtrt+++rtrtrt+x++rt++++rtrtx++++xx+++rt+rt++•rtrt
Fee SDlit for multiDle Dermits: (Check# 1 Total Fee Amount $
SUBMITTAL DATES
Fee
I SUBMITTAL DATES
Fee
LAMA
$
Variance (❑ Mai; ElMin)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter—
$
NCDENR EXPRESS March 2009

Russell, Janet
From: [e-mail]
Sent: Thursday, November 04, 2010 1:25 PM
To: Russell, Janet
Subject: RE: Lincoln Residential - Camp Lejeune
Attachments: EXPRESS Request Nov2010.doc; EXHB_Post-95Pct-2010-08-16.pdf
Janet: Attached is an exhibit that illustrates both the additional homes that will now be included in Phase I of the
residential development and the additional area that will be cleared with this project. Please note that the ULTIMATE
impervious area for the project as identified in the stormwater permit calculations is not increasing, we're simply
proposing to build more homes in the first phase and fewer in the next phase.
Given the increased development area, the area of disturbance also increases. We are now proposing to clear the entire
project area to allow for stockpiles and construction lay down areas.
As discussed, we'd like to schedule a submittal meeting for both the stormwater and E&S permit modifications. The 16`h
or 171" work best for us -
Ted Miller, P.E.
Klmley-Horn and Associates, Inc.
Direct: 757-548-7333
From: Russell, Janet fmailto:[e-mail]
Sent: Wednesday, October 27, 2010 2:26 PM
To: Miller, Ted
Subject: RE: Lincoln Residential - Camp Lejeune
Hey Ted,
Hope you're doing well.
If you don't mind, please forward me a new Express Request Form or forward the old form again so that we can get a
meeting scheduled. Christine will ask me whether or the project scope has changed from the previous narrative you
submitted. Please address that. Also, please give me some dates/times that you're available to meet the week of Nov
15.
Thanks,
Janet
From: Ted. Miller(cbkimley-horn.com [mailto:Ted.MillerCalkimley-horn.com1
Sent: Wednesday, October 27, 2010 2:09 PM
To: Russell, Janet
Subject: Lincoln Residential - Camp Lejeune
Hello Janet- I wanted to touch base and get an Express Stormwater Permit submittal meeting scheduled. As you recall,
we've been resolving a sewer issue with the base (Camp Lejeune) and now can finalize our E&S and stormwater plans.
Can you please check with Christine Nelson and let me know what days /times are available. I'd also like to meet with
the E&S folks (even if it is just for 15mins or so) to go over that plan as well — I understand the E&S review will not be
"express" just would like to discuss the plan with them while I'm there.
Ted Miller, P.E.
Klmley-Horn and Associates, Inc.
501 Independence Parkway, Suite 300 1 Chesapeake, Virginia 23320
Direct: 757-548-7333 Office: 757-548-7300
A
NOV 0 4 2010
BY:_— ---_

EXECUTION COPY
RESOLUTIONS
OF THE BOARD OF DIRECTORS OF
LINCOLN NO. 2073, INC.
WHEREAS, Lincoln No. 2073, Inc., a Texas corporation (the "Company"), is the
managing general partner of Lincoln Property Company No. 2073 Limited Partnership, a Texas
limited partnership (the "Partnership"); the Partnership is the managing member of Lincoln
Family Communities, LLC, a Delaware limited liability company ("LFC"); and LFC is one of
two members and the managing member of Mid -Atlantic Military Family Communities LLC, a
Delaware limited liability company ("MAMFC"); and
WHEREAS, the Board of Directors of the Company deems it to be in the best interests of
the Company to authorize the Company, acting in its own capacity and in its capacity as the
managing general partner of the Partnership, acting in its own capacity and in its capacity as
managing member of LFC, acting in its own capacity and in its capacity as the managing
member of MAMFC, to enter into a transaction involving the acquisition, development,
operation, leasing and management by MAMFC of military housing in support of operations at
MCB Camp Lejeune, Jacksonville, North Carolina.
NOW, THEREFORE, BE IT RESOLVED, that the Officers (as defined below), acting on
behalf of the Company, acting in its own capacity and in its capacity as the managing general
partner of the Partnership, acting in its own capacity and in its capacity as the managing member
of LFC, acting in its own capacity and in its capacity as the managing member of MAMFC, be,
and each of them hereby is, authorized to prepare, execute, deliver and perform the documents
listed on Exhibit A hereto (the "Documents"), such Documents to be in such form and to contain
such terms as the Officer executing each such Document shall determine to be necessary,
appropriate, convenient or proper, and the execution and delivery thereof by such Officer shall
be conclusive evidence that the same was authorized hereby; and
BE IT FURTHER RESOLVED, that the Officers, acting on behalf of the Company,
acting in its own capacity and in its capacity as the managing general partner of the Partnership,
acting in its own capacity and in its capacity as managing member of LFC, acting in its own
capacity and in its capacity as the managing member of MAMFC, be, and each of them hereby
is, authorized, empowered and directed to take or cause to be taken all actions, to make all
payments, and to enter into, execute and deliver all such other agreements, certificates,
instruments and documents, as may be necessary, or in the opinion of such Officer, appropriate,
convenient or proper to effectuate the intent of, and the transactions contemplated by, the
foregoing resolutions, such agreements, certificates, instruments and documents to be in such
form and to contain such terms and conditions as any Officer of the Company shall determine to
be necessary, appropriate, convenient or proper, and the execution and delivery thereof by any
such Officer shall be conclusive evidence that the same were authorized hereby; and
BE IT FURTHER RESOLVED, that in connection with the execution of documents on
behalf of the Company, it shall not be necessary to affix the Company's seal, nor shall attestation
by any secretary or assistant secretary be necessary; and
402277899

BE IT FURTHER RESOLVED, that the Officers referred to in the foregoing Resolutions
are as follows:
Tim Byrne President
Kim McCormick Vice President and Assistant Secretary
R. Jar] Bliss Vice President
BE IT FURTHER RESOLVED, that any third party dealing with the Company shall be
entitled to rely on a copy or transcript of these resolutions rather than an original hereof (whether
such third party be dealing with the Company in its own capacity or in its capacity as the
managing general partner of the Partnership, in its own capacity or in its capacity as managing
member of LFC, in its own capacity or in its capacity as managing member of MAMFC); and
BE IT FURTHER RESOLVED, that any prior acts taken and documents entered into by
any Officer on behalf of the Company, acting in its own capacity or in its capacity as the
managing general partner of the Partnership, acting in its own capacity or in its capacity as
managing member of LFC, acting in its own capacity or in its capacity as managing member of
MAMFC, furthering the intent of the foregoing resolutions are hereby ratified and confirmed;
and
BE IT FURTHER RESOLVED, that the Secretary or other proper officer of the
Company, the Partnership, LFC and/or MAMFC be, and each of them hereby is, authorized and
directed to file these Resolutions with the minutes of the proceedings of the Board of Directors
of the Company, or the appropriate records of the Partnership, LFC and MAMFC, as applicable.
Date: September 30, 2010
2
402277899

EXHIBIT A
DOCUMENTS
The following documents are to be dated on or about September 30, 2010, unless otherwise
specified:
Third -Amended and Restated Limited Liability Company Operating Agreement of MAMFC by and
between LFC and the Government
Amended and Restated Real Estate Ground Lease and Conveyance of Facilities by and between the
Government, as lessor, and MAMFC, as lessee
Memorandum of Amended and Restated Ground Lease and Conveyance of Facilities (North
Carolina) between the Government and MAMFC
Third Amended and Restated Indenture of Trust between MAMFC and Union. Bank, N.A
(formerly known as Union Bank of California, N.A.), as trustee
First Amendment to Leasehold Deed of Trust, Security Agreement, Assignment of Leases and
Rents and Fixture Filing (North Carolina) executed by MAMFC to Chicago Title Insurance
Company, as trustee
First Amendment to Second Leasehold Deed of Trust, Security Agreement, Assignment of Leases
and Rents and Fixture Filing (North Carolina) executed by MAMFC to Chicago Title Insurance
Company, as trustee
Amended and Restated Deposit Account Control Agreement by and among MAMFC and Union
Bank, N.A. (formerly known as Union Bank of California, N.A.), as Trustee, and Union Bank, N.A.
(formerly known as Union Bank of California, N.A.), as Depositary Institution
FEW