SW8070935_Historical File_20080417

F WATF
n ,� Michael F.Easley,Governor
Q
G William G.Ross Jr.,Secretary
rNorth Carolina Department of Environment and Natural Resources
40
C� 'C Coleen H.Sullins Director
Division of Water Quality
April 17, 2008
Roger Henderson
MDI MGT INC
211/Midway LLC
1381 Old Mill Circle
Winston Salem, NC 27103
Subject: Stormwater Permit No. SW8 070935
Two-Eleven Midway
High Density Subdivision Project
Brunswick County
Dear Mr. Henderson:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Two-
Eleven Midway on April 15, 2008. Staff review of the plans and specifications has determined that the project, as
proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 21-1.1000. We are forwarding
Permit No. SW8 070935, dated April 17, 2008,for the construction of the project, Two- Eleven Midway.
This permit shall be effective from the date of issuance until April 17, 2018, 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.
Please be aware that prior to the sale or transfer of ownership of any portion of the property deed restrictions and
covenants must be recorded (see Section II—Item 16 of State Stormwater Management Permit SW8 070935). In
addition, each outparcel or future development area whose ownership is not retained by the permittee must obtain
a separate Offsite State Stormwater Management Permit prior to any construction on the lot.
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 sixty(60)days following receipt of this permit. This request
must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and
filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 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 Rhonda Hall, or
me at [phone].
Sincerely,
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/rbh: S:\WQS\STORMWATER\PERMIT\070935.apr08
cc: Richard Brown, Kimley-Horn and Associates, Inc.
Brunswick County Inspections
Jeff Phillips, Brunswick County Engineering
Rhonda Hall
Wilmington Regional Office
Central Files �
_An��thCazolina
r/VlIEurQ!!lf
North Carolina Division of Water Quality 127 Cardinal Drive Extension Wilmington,NC 28405 Phone[phone] Customer Service
Wilmington Regional Office Internet: www.ncwaterquality.org Fax [phone]
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 070935
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Roger Henderson, MDI MGT INC, and 211/Midway LLC & company
Two- Eleven Midway
NC Highway 211, Brunswick L:,unty
FOR THE
construction, operation and maintenance of a a wetlands detentioi, system in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter referred to as the
"stormwater rules') and the approved stormwater management plans and specifications
and other supporting data as attached and on file with and approved by the Division of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 17, 2018 and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.7 on page 3 of this permit. The development is
permitted for 9 outparcels, each limited to a maximum amount of built-upon area
as indicated in Section 11.16 (f) of this permit.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. The runoff from all built-upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
5. This pond must be operated with a 30' vegetated filter.
6. Each parcel or future development area within the subdivision whose ownership
is not retained by the permittee, must submit a separate Offsite Stormwater
Management Permit application package to the Division of Water Quality and
receive a permit prior to any construction on the lot.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 070935
7. The following design elements have been permitted for this wetlands detention
stormwater facility, and must be provided in the system at all times.
a. Drainage Area, acres: 39.47
Onsite, ft2: 1,719,313
Offsite, ft2: None
b. Total Impervious Surfaces, ft2: 1,216,200
Buildings, ft2: 79,650
Streets, ft2: 219,000
Parking, ft2: 140,000
Phase 11, ft2: 127,750
Outparcel #1, ft2: 42,900
Outparcel #2, ft2: 50,500
Outparcel #3, ft2: 71,500
Outparcel #4, ft2: 72,500
Outparcel #5, ft2: 75,300
Outparcel #6, ft2: 55,000
Outparcel #7, ft2: 60,000
Outparcel #8, ft2: 111,900
Outparc 1 #9, ft2: 81,200
Other, f 29,000
c. Pond Depth, feet: 3
d. TSS removal efficiency: 85 %
e. Design Storm: 1
f. Permanent Pool Elevation, FMSL: 39.0
g. Permitted Surface Area @PP ft2: 126,325
h. Permitted Storage Volume, ftj: 111,399
i. Storage Elevation, FMSL: 39.75
j. Controlling Orifice: 18" Wide X 9" High
k. Permanent Pool Volume, ft3: 110,156
1. Forebay Volume, ft3: 28,397
m. Maximum Fountain Horsepower: 1/3
n. Receiving Stream / River Basin: River Swamp / Lumber
o. Stream Index Number: 15-25-1-6
p. Classification of Water Body: "C; Sw"
11. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built-upon area for
the entire lot does not exceed the maximum allowed by this permit. Once the lot
transfer is complete, the built-upon area may not be revised without approval
from the Division of Water Quality, and responsibility for meeting the built-upon
area limit is transferred to the individual property owner.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built-upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. 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
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 070935
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
5. 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.
6. 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 the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built-upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
7. The Director may determine that other revisions to the project should require a
modification to the permit.
8. 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.
9. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
10. 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.
11. 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.
12. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
13. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function 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 side slopes.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 070935
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
14. 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.
15. 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.
16. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 070935, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built-upon area for the outparcel(s) or future development
areas shown on the approved plan is as follows:
Description of Area QUA (ft2)
Phase II 127,750
Outparcel 1 42,900
Outparcel 2 50,500
Outparcel 3 71,500
Outparcel 4 72,500
Outparcel 5 75,300
Outparcel 6 55,000
Outparcel 7 60,000
Outparcel 8 111,900
Outparcel 9 81,200
This allotted amount includes any built-upon area constructed within the
lot property boundaries, and that portion of the right-of-way between� the
front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built-upon area due to CAMA regulations.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 070935
h. The runoff from all built-upon area within the outparcels or future
development areas must be directed into the permitted stormwater control
system.
i. Built-upon area in excess of the permitted amount will require a permit
modification.
j. The connection from the outparcei's collection system into the stormwater
control shall be made such that short-circuiting of the system does not
occur.
k. For those outparcels or future development areas whose ownership is not
retained by the permittee, the new owner shall submit a separate Offsite
Stormwater Management Permit application to the Division of Water
Quality and receive a permit prior to any construction on the lot.
17. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
18. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
19. 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 the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 1/3 horsepower
20. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
21. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Ill. GENERAL CONDITIONS
1. This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a completed
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality, signed by the parties involved, along with the applicable documents as
listed on page 2 of the form. The project must be in good standing with DWQ.
The approval of this request will be considered on its merits and may or may not
be approved.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 070935
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by.the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal), which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The 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.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division in writing of any name, ownership or
mailing address changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permit issued this the 17th day of April, 2008.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Coleen H. Sullins, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 070935
Page 7 of 9

Permit No.
(to be provided by p13j�
State of North Carolina
Department of Environment and Natural Resources
Division of dilater Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
179s form may be photocopied far use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: I Wo-ELEYM Mikoy
Contact Person: PAN Mita t.PE Phone Number: Olq_) 053-2431
For projects with multiple basins, specify which basin this worksheet applies to:
elevations
Basin Bottom Elevation y0,04 ft. (floor of the basin)
Permanent Pool Elevation • ft. (elevation of the orifice)
Temporary Pool Elevation ft. (elevation of the discharge structure overflow)
areas
Pennanent Pool Surface Area 12b,325 sq. ft. (water surface area at the orifice elevation)
Drainage Area -AA-f ac. (on-site and off site drainage to the basin)
Impervious Area Tilt ac. (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume 110,1$5 cu. ft. (combined volume ofmain basin and forebay)
Temporary Pool Volume 1111300 cu. ft. (volume detained above the permanent pool)
Forebay Volume 28241 _cu. ft. (approximately 20%of total volume)
Other parameters
SA/DA1 f4,016 (surface area to drainage area ratio from DWQ table)
Diameter of Orifice JV'W#0€1(011'1+!iW in. (2 to S day temporary pool draw-down required)
DeQgl Rainfall __ ! in.
Design TSS Removal 2 g5 % (minimum$S%required)
Form SWU 102 Rev 199 Page 1 of 4

r
Footnotes:
1 When using the Division SA/DA tables,the correct SA/DA ratio for permanent pool sizing should be computed based upon the
actual impervious%and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 In the 20 coastal counties,the requirement for a vegetative filter may be waived if the wet detention basin is designed to provide
90%TSS removal. The NCDENR BW manual provides design tables for both 85%TSS removal and 90%TSS removal.
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
(N.C. Department of Environment, Health and Natural Resources, February 1999) and Administrative Code
Section: 15 A NCAC 2H.1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form,the agent may initial below. If a requirement has not been met,attach justification.
Applicants Initials
D l _ a. The permanent pool depth is between 3 and 6 feet(required minimum of 3 feet).
D"A __ b. The forebay volume is approximately equal to 20%of the basin volume.
c. The temporary pool controls runoff from the design storm event.
a d. The temporary pool draws down in 2 to 5 days.
Del e. If required, a 30-foot vegetative filter is provided at the outlet(include non-erosive flow
calculations)
CA f. The basin length to width ratio is greater than 3:1.
LOA g. The basin side slopes above the permanent pool are no steeper than 3:1.
D�1 h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
r>�1 i. Vegetative cover above the permanent pool elevation is specified.
bNt j. A trash rack or similar device is provided for both the overflow and orifice.
k. A recorded drainage easement is provided for each basin including access to nearest right-
of-way.
1 1. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified prior to use as a wet detention basin.
bAA in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the
vegetated filter if one is provided.
This system(check one) does Q fioes not incorporate a vegetated filter at the outlet.
This system(check one) Q does NI does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of 4

Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly.
a. Inspect the wet detention basin system for sediment accumulation,erosion,trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately,re-seed as necessary to maintain good vegetative cover,mow vegetative
cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system(i.e, catch basins,piping,swales,riprap, etc.)quarterly to maintain
proper functioning.
4. Remove accumulated sediment from the wet detention basin system semi-annually or when depth is
reduced to 75%of the original design depth(see diagram below). Removed sediment shall be disposed of
in an appropriate manner and shall be handled in a manner that will not adversely impact water quality(i.e.
stockpiling near a wet detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 2,26 feet in the main pond,the sediment shall be removed.
When the permanent pool depth reads 2 26 feet in the forehay,the sediment shall be removed.
BASIN DIAGRAM
(fill in the b&mlrs)
p Permanent Pool Elevation'R-00
Sediment oval F.I. 6;�5 75 0
-------------- -- Sediment Removal Elevation 3fi* 75%
Bottom El,
Lion �k,CO °/, -----------------------------------------
Bottom Elevation %OD 25%
FOREBAY MAIN POND
5_ Remove cattails and other indigenous wetland plants when they cover 50%of the basin surface. 7111ese
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
6. If the basin must be drained for an emergency or to perform maintenance,the flushing of sediment through
the emergency drain shall be minimized to the maximum extent practical.
Forth SWU-102 Rev 3.99 Page 3 of 4

7. All components of the wet detention basin system shall be maintained in good working order.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: aO6'LP--
Title: 63 1 TJ�6c--
Address: 13 B 1 1DW MA41) URL—k ►-�'^'� .-— -5�1�►.� 0.�� Z t D3
Phone: 33 6_ S - t� —
Signature:
Date: `aL -I t,
Note: The legally responsible party should not be a homeowners association unless more than 50%of the lots have been sold and a
resident of the subdivision has been named the president.
I, a Notary Public for the State of
County of �CC L I — ,do hereby certify that - e ,P/
personally appeared before me this d y1 day of 45 / , and acknowledge the due
execution of the forgoing wet detention basin maintenance requirements. Witness my hand and official seal,
0 TA
A 3/27/111
VBLIG
SEAL
My commission expires 36 rz Z�zl
Form SWU-102 Rev 3.99 Page 4 of 4

Dane Received Fee Paid Pernnt Number '
Ck 6-1 o .v o Sw o oq
State of North Carolina
Department of Environment and Natural Resources
Division.of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
Thisfarm may bephotmpiiedfor use as an arj*W
I. GENERAI.INFORMATION
1. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Z11�MIUWA� LI.C-
Z. Print Owner/Signing Official's name and title(person legally responsible For facility and compliance):
S. Mailing Address for person listed in item 2 above:
1�$�•01A Mill.C14%
City: wilmoN SALIRVI State: NC Zip: 110
Telephone Number: -
.4. Project blame(subdivision,facility,or establishment name-should be consistent with project name on plans, i
specifications,letters,operation and maintenance agreements,etc.):
7Wo�Pr�r(I�r1 JyilOY�Pr� '
5. Location of Project(street address):
KL��•11
City: County: $RldI MGk
6. Directions to project(from nearest major intersection):
PROS U 61%W AIV h'f 'NO fVOR' M11 (0111I19 OF IM 1NTFftL11Q'l of, MioWM lib 51 Atib Nt NWJ.2.11
7. Latitude: 33.00V Longitude: V-116 of prom
6. Contact person who can answer questions about the project:
Name: tf iICrb"O /►J Telephone Number: ( 919 ) 661-21VO
II. PERMI3'INFORMATION:
1. Specify whether project Is(check one): '!� New Renewal Modification
Form SWU-141 Version 3.99 Page I of 4

2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
existing permit number and its issue date(if known)
3. Specify the type of project(check one):
Low Density High Density Redevelop General Permit Other
4. Additional Project Requirements(check applicable blanks):
_LAMA Major Sedimentation/Erosion Control _--404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below,summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages)describing stormwater management for the project.
5i0kfthult WWEMENT To VE tiMtbmD VIA low INTEk[owast) 1=11w61 wD m1'EkT10N WEiI m wHicli
FGWi.'ft01�1 Ab R b1N6Gl=tAN li A V66�TA'C5D HliEi�'n1P 1 t19b 93F.ElJ 1 4FOYATs !yT 7TiE SY,ytEh(b SOLE OURI'1
2. Stormwater runoff from this project drains to the � ��`r River basin.
3. Total Project Area: 3q.91 acres 4. Project Built Upon Area: '- It1e %
5. How many drainage areas does the project have? I
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,attach an additional sheet with the information for each area provided in the same format as below.
gi
Receiving Stream Name �-
Receiving Stream Class CG•
Drainage Area -A.4-4 RC
Existing Impervious*Area 6A4 hC 09,10,w)
Proposed Imperviou?Area 271.92 K (b4*10050 )
%Impervious"Area(total) X-1114
On-site Buildings
On-site Streets 5mis (,11Q,000 5f
On-site Parking 3.21 AC (140,00040
On-site SWewe}ks PHny>:,a 2A1 hC (1��,�505F)
Other on-site
0u7PAtu�tS 14.26AC ((y20,�005F) —hEE hTiA61i ENT A
Total: 2'4AI be C i,216,1 0 sF Total:
"]impervious area is defined as the built upon area incluAng,but not limited to,buildings,rends,parking areas,
sidewalks,gravel areas,etc.
Farm SWU-101 Version 3.99 Page 2 of 4

7. How was the off-site impervious area listed above derived?PIH1RLMglS INYOialED 1HfGlIpAl�iilhf�f8;@,� A
;;'1 ,FIE6bYibfiei Ai11 FObE�—WNW 9 alty= wjM Alfou mi1N1iE�1041Sr lrritf R felt au7'Phi�t�,
1V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivislons,outparcels and future development prior to the sale of any lot If lot sizes vary significantly,a table
listing each lot number,size and the allowable built-upon area for each lot must be provided as an attachment
I The bUffi ing covenants are intended to ensure ongoing compliance with state stnrrawater manWmem permitnamber
as issued by the Division of Water Quality. These covenants mWnot be
Changed Cr deleted without the consent of the State.
2, No more than 80 sguam&d of any lot shall be coveted by structures or hx pervious materials,
Impervious materials Include asphal4 gravel,concrete,brltk,stone;slate or similar material but do not include wood
deddag or the water surface ofswimn trgpavb.
5 Swalas shall not be Shed in,plped,or altered except as necessary toprovide driveway aysdnp
4. Built-upon area In wxm of dw psnnitted amountzsguires a state st mwater management dt moMcadw prior to
construction.
5 All permitted runofffivmowparcelsorhrWredevelopmentshailhedimeted Into thepermittedsWrm"tercon,&W
systar.-71hese cor =dons to the stornmater control system shall be paftned Ina manner that maintains the integrity
andperforntancs of the system aspangued.
By your signature below,you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above,that the covenants will be binding on all parties and persons
claiming under them,that they will run with the land,thk the required covenants cannot be changed or deleted
withoid concurrence from the State,and that they will be recorded prior to the sale of any lot
V. SUPPLEMENT FORMS'
The applicable state stormwater management permit supplement form(s)listed below must be submitoed for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at(919)733,5083 for the status
and avallability of these forms.
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Law Density Supplement.
Form SWU-105 Curb Outlet System Supplement
Form SWU-109 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Form SWU 101 Vejujon 3.99 Page 3 of 4

VI SClidAUITALBEQUIMEIIrlE M
04y GOMPMeapplicatiompackages will beaomptedandmviemdby the Dhvlsionof Water Qa&ty(DWO.
A complete pacimptacludes all of the stems listed below.The oougUis application pftlwV should be
a6mined to cite aplmpriata VWQ Regional Offk&
I. •Please Indicate that you have provided the fdllowing required fnfanmetion by initialing to the apace provided
next to each item.
initials
• original and one copy of the StormwaterManagement PermitApplication Form -001
• One copy of the applicable Supplement Farm(s)fbr each BMP t4i
• Permit application pwcessing fee of$420(payable to NCDENR) 115iS pOA
* Detailed rnuratM- destxiptian ofawrmvuamr treattnent/Managemeit D O%%
Two copies of plans and specifications,including r
-Development/Prejectname
-Engineer and ift
.Legend
-North arrow
-
Scale
-Revision number&date
.-]Mean high waterline
-Dimensioned property/project boundary
.Location map with named streets or NCM numbers
Original contours,proposed contoum,spot elevations,hilshed floor elmaom
-Details of roads,drainage features,collection systems.and si ormwatrx oontral measures
-Wetlands delineated,or a note an plans that none"t
-RxIaMS drainage pnduding off-aft).drainage easements.pipe sizes,runciff cdculuftne
-DralMe areas delineated
Vegetated buffers(where requited}
VIL AGENT AUTHORIZATION
I€you wish to d&4pa%authority W another IndivIdual or firm so that they may provide information on your
behalf,please complete this eectiom
Designated agent(tndviduaf or firm): {
Mailing Addtess J
City; - -- _ —statr~_�._
Phone: Part: �
VIN. APPLICANT'S CERTIKCATION
1.(pr&or type narae of perm Ilstedin GenLW Infigmtimi,iitm&I H R1Oq
eerdfy that the information included on this permit application form tea,to the best of my knowledge,correct and
that the project will be eonsMmted In conformance with the approved plans,that the required deed restriction
and protective enrknts will be recorded,and that the proposed pt+oject compiles with the regtdreromtts of f5A
1VOAC 2H.IO
Srgnaft� Dade. 1
Fann SWU-l0l Vardon:;.99 PW4 oft

ATTACHMENT A
Out Parcel # Maximum Built URon Are (sf)
OP #1 42,900 sf
OP #2 50,500 sf
OP #3 71,500 sf
OP #4 72,500 sf
OP #5 75,300 sf
OP #6 55,000 sf
OP #7 f 0,000 sf
OP #8 111,900 of
OP #9 81,200 sf

Imley-tom
I• and Associates,Inc.
January 21,204 P.O.Box 33068
Raleigh,North Carolina
Rhonda Hall 27636-3068
127 Cardinal Drive Extension
Wilmington,NC 28405
RE: Two-Eleven Midway Commercial Development-#SW8 070935
Dear Ms Hall:
Attached, please find the Applicant's responses to your December 28, 2007
Application Review comments for the above referenced project. The responses are
transmitted to you with the following information:
(1) Notary Deed Restrictions form
(2) Revised storm Water Application Form
If you have any questions regarding this submittal,please do not hesitate to call me
at 653-2976 or email me at richara.brown@Kimley—Horri.com.
Very truly yours,
Richard L. row ASL
KIMLEY-H SSOCIATES, INC.

e1,oain 9 Y-fe 6/n
Kimley-Horn ° P.O.Box 33068
C and Associates, Inc, ` Raleigh,North Carolina
27636-3068
Y v [ r TEL [phone]
FAX [phone]
Transmittal V
Date: 27 September 2007 Job Number: 01279600
Project Name: Two-Eleven Midway
To: NCDENR—Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington,NC 28405
Telephone[phone]
We are sending these by
❑ U.S.Mail ® FedEx
❑ Hand Delivery
❑ Other
We are sending you
® Attached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders
❑ Other
Copies Date No. Description
2 09/27/07 Stormwater Management Permit Application Form
1 09/27/07 Wet Detention Basin Supplement
1 09/26/07 1125 Check in the amount of$505.00 for permit application
processing fee
2 09/27/07 Stormwater Impact Analysis
2 09/27/07 Sets of plans and specifications
These are transmitted as checked below:
❑ For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval
❑ As requested ❑ Approved as noted ❑ Submit ❑ Copies for distribution
® For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints
Remarks: Initial DWQ submittal
Copy to Signed: Dan Miller,PE
IC
S F 4� \�'• M\ e-� — �o c r
13y; SEP 2 S 206�

■
Stormwater Impact Analysis
Two-Eleven Midway
Brunswick County, North Carolina
Project ID No. 01279600
r
Prepared for:
MDI Development, LLC
Wilmington,North Carolina
September 2007
❑�� Kimley-Horn
and Associates, Inc.
©Kimley-Horn and Associates,Inc.,2007

i
ITWO-ELEVEN MIDWAY
i
BRUNSWICK COUNTY,NC
i
STORMWATER IMPACT ANALYSIS
Prepared for:
MDI DEVELOPMENT,LLC
6131 OLEANDER DRIVE,SUITE A
WILMINGTON,NC 28405
Prepared by:
KU%ILEY-HORN AND ASSOCIATES,INC.
P.O.BOX 33068
RALEIGH,NORTH CAROLINA 27636
i
♦ ,� MCA R f���i
9r. r
liLd�Vs
-u_ 8 T
`7ViJW
1 +
t
September 2007 0Q`21'61
KHA Project No: 01279600

I
( OVERVIEW
I
f FIGURES
I
USGS QUADRANGLE MAP
{` SOILS SURVEY
I
PRE-DEVELOPMENT DRAINAGE AREAS
i
POST-DEVELOPMENT DRAINAGE AREAS
WETLAND IMPACT EXHIBIT
WATER QUALITY
WETLAND DESIGN SUMMARY
WATER QUANTITY
CALCULATIONS
CURVE NUMBER CALCULATIONS
TIME OF CONCENTRATION CALCULATIONS
PRE-DEVELOPMENT
ICPR NODE DIAGRAM
ICPR INPUT REPORTS
ICPR MODEL RESULTS
POST DEVELOPMENT
ICPR NODE DIAGRAM
ICPR INPUT REPORTS
ICPR MODEL RESULTS

i
EROSION CONTROL CALCULATIONS
SEDIMENT BASIN DESIGN
APPENIDICES
CN VALUE TABLE
SOIL SERIES DETAILS
BRUNSWICK COUNTY RAINFALL TABLE
BOX CULVERT ANALYSIS
k
I
o.

OVERVIEW
BackgKound
This report contains the approach and results of a stormwater impact analysis conducted for the
proposed Two-Eleven Midway commercial shopping center. The project site is made up of four
parcels totaling 139.91 acres occupying the northwest corner of the intersection of NC Highway 211
and Midway Road SE in Brunswick County, North Carolina. Currently undeveloped, the site is
comprised of a mix of wooded area and open space with a small marsh area near the northwest
boundary. The previously approved site plan for the project delineates placement of a Lowes Foods
along with buildings A through J, the associated onsite roadways and parking areas, as well as
Outparcels 1 through 9 slated for eventual tenant occupancy. For stormwater design purposes, all
calculations were performed assuming the total built-out condition of the outparcels.
i
Erosion Control
Erosion control measures have been designed in accordance with the requirements of Brunswick
County and the NCDENR. Diversion ditches will be installed to route sediment laden waters to
sediment traps and skimmer basins, which have been sized to treat runoff from the land disturbance.
Construction entrances will be installed prior to construction commencement, as well as silt fence
along the low sides of the site and adjacent to the existing wetlands and water channel. Inlet
protection will be installed around all proposed curb inlets and drop inlets.
Soils
The Brunswick County Soils Survey indicates that the primary near surface soil present on the site is
t Lynchburg fine sand loam L Classified as hydrologic rou "C" and described as "somewhat
Yn g Y ( Y)• group
poorly drained upland soils"by the Soils Survey,Lynchburg series soils account for well over 90% of
the existing soils. Small areas of the site are covered by soils belonging to the Grifton series (Gt,
hydrologic group"D" found in the southeastern corner of the site),the Pantego series(Pn,hydrologic
group "D" found in the southwestern corner of the site), and the Norfolk series (NoB, hydrologic
group `B" found along the extreme northern boundary). In light of the existing soil types,the overall
lack of topographic relief of the site(generally flat), and the fact that the vast majority of the adjacent
soils are classified as hydrologic soil group "D," a conservative approach was taken for generation of
composite curve numbers. All curve numbers were generated assuming hydrologic soil group "D." In
addition although the parcels designated for future development are limited to 80% impervious area,
their curve numbers were generated using the CN of 95 suggested for Commercial and business areas
(85% impervious)associated with hydrologic soil group "D"as well.

Site Stabilization
After final grading is completed, permanent vegetation shall be applied in accordance with the
landscape plan for this site.
Stormwater Analysis
Existing onsite drainage patterns direct stormwater runoff to a ditch/streambed which traverses the
site and continues offsite near the northwestern property corner. A portion of the Midway Road
frontage (eastern site boundary) and the area adjacent to Highway 211 (southern site boundary) are
currently directed to the existing ditch/streambed. In addition to the onsite flows, the existing
ditch/streambed also receives offsite runoff from the south side of Highway 211 via an existing 5' x 5'
box culvert. NCDOT criteria was used to establish the design flows for the existing box culvert, and
the proposed onsite twin box culverts were subsequently sized to match(see the Box Culvert Analysis
section of the Appendices for detailed calculations pertaining to the existing and proposed box
culverts). The point at which the existing ditch/streambed leaves the site at the northern boundary was
established as the analysis point at which to measure flows for comparison between pre and post-
development conditions. Offsite flows from the south side of Highway 211 have not been included in
this analysis as they will continue to be conveyed unimpeded/unaltered through the site and will not
be accepted into the onsite stormwater facilities.
Stormwater runoff from the proposed project will be directed to an extended detention wetland system
which has been designed in accordance with NCDENR and Brunswick county regulations. The
existing topography and established drainage patterns have dictated an innovative solution to the
I stormwater requirements. To minimize pollutant concentrations and reduce peak flows into the
wetland, it has been divided into three separate portions placed strategically on the site. The three
proposed wetlands have been designed to function as one and are interconnected with equalizing
' pipes which have been sized to convey all flows adequately and maintain the minimum lft of
freeboard in the 100yr-24hr storm event. As such, the requirements for permanent pool area, storage
volume, marsh area distribution, forebays, micro pools, etc. have been met as a whole and
proportionately in each of the connected wetlands. The wetlands are connected at the permanent pool
elevation, with a sole discharge point from the westernmost section to the outfall point This system
has been designed to treat the stormwater runoff from±39.47 acres,±27.92 of which is impervious, as
well as meeting the drawdown/detention time requirements. In addition, much consideration has been
Igiven to the design of the stormwater conveyance system and outlet structures such that the net result
is a significant reduction in peak discharge rates for all storm events. Due to the lack of topographic
relief onsite and the relatively high elevation at which discharge from the wetland system must occur,
t
the stormwater conveyance system has been designed to enter the proposed individual wetlands at
permanent pool elevation via control structures from the pond bottom. To ensure proper system
functionality and to be certain the subsequent hydraulics do not force stormwater out of the system

and onto the site, the entire stormwater conveyance system (inlets, manholes, pipes, etc...) was
modeled using ICPR (with requisite SCS Type III distribution). Pre versus post development peak
discharge rates have been shown below, please refer to the ICPR node diagram and reports (Water
Quantity section of this report) for a more detailed accounting of the proposed system. Calculations
and detailed information on the wetland design can be found in the Water Quality section of this
report.
Pre vs.Post Summary Table
DI5CHARGE RATE COMPAR150N AT OUTFALL POINT
DISCHARGE PER STORM EVENT (CF5)
I YR-24HR 2YR-24HR I OYR-24HR I 00YR-24HR
PRE-DEVELOPMENT 59.077 81 .419 154.248 245.8G I
P05T-DEVELOPMENT 43.282 G7.754 125.775 170.29G
Methods
All stormwater analysis was performed using Streamline Technologies, Inc ICPR modeling software
(ICPR v3.02 Service Pack 9) as referenced in the Brunswick Stormwater Manual. In addition to
evaluating existing and proposed peak flow conditions, the entire stormwater conveyance system has
been incorporated into the ICPR model.
Conclusion
Based on the analysis provided herein,the proposed stormwater management facilities will be
adequate to address the stormwater requirements of Brunswick County and the NCDENR.

i

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UNITED STATES DEPARTMENT OF AGRICULTURE
NORTH CAROLINA AGRICULTURAL RESEARCH SERVICE
SOIL CONSERVATION SERVICE BRUNSWICK l UUNT Y.NORTH CAROLINA NORTH CAROLINA AGRICULTURAL EXTENSION SERVICE
BRUNSWICK COUNTY BOARD OF COMMISSIONERS
SOIL LEGEND CONVENTIONAL AND SPECIAL
SYMBOLS LEGEND
CULTURAL FEATURES SPECIAL SYMBOLS FOR
Soil map symbols and map unit names are alphabetical. The first BOUNDARIES SOIL SURVEY
letter,always a capital,is the initial letter of the soil series name or
miscellaneous area. The second letter is a small letter except in National,state or province
Order three map units,in which case it is a capital letter. Order —— MISCELLANEOUS CULTURAL FEATURES S01 L DELI NEATIONS AND SYMBOLS Bab
three map units,in addition to having all capital letters.are further Do
,indicated by the footnote 1/. A third letter,where used,is always a County orparish — Farmstead,house
capital letter and denotes slope. Symbols with only two letters intli (omit in urban areas) ESCARPMENTS
Cate nearly level soils or miscellaneous areas. Minor civil division _
Church d Bedrock
Reservation(national forest or park, (points down slope)
state forest or park, school F Other than bedrock .........................
and large airport) --. (points down slope)
Land grant
Indian mound(label) Inaian
!1 rvlouna SHORT STEEP SLOPE
_
SYMBOL NAME Located Object(label) T.—
Limit of soil survey(label) GULLY
Bab Baymeade fine sand,1 to 6 percent slopes
BDC Baymeade and Marvyn soils,6 to 12 percent slopes 11 Tank(label) cos• DEPRESSION OR SINK
Bn8 Blanton fine sand,0 to 5 percent slopes Field sheet matchline and neatline
BO Bohicket silty clay loam 1! Wells,oil or gas SOIL SAMPLE
BrEl Bragg fine sandy loam,2 to 6 percent slopes AD HOC BOUNDARY(label)
'-s I •i , (normally not shown)
CA Carteret loamy fine sand 1! po- Windmill x
tl'1 MISCELLANEOUS
` -
CH Chowan silt loam 1/ Small airport,airfield,park,oilfield, v NE
Co Corolla fine sand
cemetery,or flood pool sue`ppO`'� Kitchen midden
CT Croaten muck 1/ STATE COORDINATE TICK I Blowout
DO Dorovan muck LAND DIVISION CORNER Du Duckstouckston floe sand L 1 + Clay spot�
(sections and land grants)
F. y spot
Faeston loamy fine sand ROADS Gravel
WATER FEATURES Gumbo,slick or scabby spot(sodic)
Gt Gri
G Goldsboro fine sandy loam,0 to 2 percent slopes Divided(median shown
fton fine sandy loam
if scale permits)
Jo Johns DRAINAGE Dumps and other similar
Tine sandy loam Other roads non soil areas
KrEI Kureb fine sand,1 to 8 percent slopes _Trail __ Perennial,double line Prominent hill or peak
_
LA Latitte muck
�..�.-Lo Leon fine sand ROAD EMBLEM B DESIGNATIONS Perennial,single line Rock outcrop
Lu Lumtiee fine sandy Loam (includes sandstone and shale)
Ly Lynchburg fine sandy loam Interstate Intermittent Saline spot
zl
Me Mandarin fine sand Drainage end Sandy spot
Mk Muckalee loam Federal „
Mu Murville mucky fine sand
O Canals or ditches Severely eroded spot
stare � _
NeE Newhan fine sand,210 30 percent slopes )
NhE Newhan fine sand,dredged,2 to 30 percent slopes Double line(label) CANAL Slide or Slip(tips point upslope)
Nob Norfolk loamy fine sand,2 to 6 percent slopes County,farm or ranch ,res
Stony spot,very stony spot 0 CO
RAILROAD Drainage and/or irrigation
On Onslow tine sandy loam ( I � �— .-.�_
PaA Pa0t01Us fine sand,0 to 2 percent slopes POWER TRANSMISSION LINE _ ___ LAKES,PONDS AND RESERVOIRS Borrow Pits p
Ph Pantego mucky loam (normally own)not shown)Pt Pits Perennial luorrr r��.
PIPE LINE �•1 1---1 I�I---1 \/
Ra Rains fine sandy loam (normally not shown) ---.
Intermittent inr
Tim Tomahawk Tomahawk loamy fine sand (normally not shown) Y %
To Torhunta mucky fine sandy loam MISCELLANEOUS WATER FEATURES
Ur Urban land LEVEES
Marsh or swamp 44,
waB WandO fine sand,0 to 6 percent slopes Without road 1 I,I11 I I
Wd6 Spring WandO-Urban land complex,0 to 6 percent slopes p„
wo Woodington fine sandy loam With road 1111111111111„
1111111111111,1
YaR Yaupon silty clay loam,0 to 3 percent slopes With railroad n ICI I r u lI 11111 Well,artesian -
nl I�PIIIj7n1
Well,irrigation -0•
DAMS
1/Order three map units. Fewer soil examinations were trade in these map Wet spot y
units. Delineations and included areas are generally larger. The map Large(L.,vale)
units were designed primarily for wildlife and recreation management.
Medium or Small mare'
PITS
Gravel pit X
IMine or quarry ,X,

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PREPARED IN l E OFRCE OF CLIENT, PROJECT'
MDI DEVELOPMENT, LLC A00 91V"v
MFI Kirniml-Horn I., - 6�0'
y TWO-ELEVEN MIDWAY
1ST SUBMITTAL TO BRUNSWCK COUNTY SEAL N/A
DIM
TITLE �01. 028948
pacific and Associates, Inc. 'At CIRS BRUNSWICK CO, NC
Thi,d—.1t,LN,th,wUh ffil—pts�dwign,p—lbd fi—in, i�tt­mt&um., Ird,d-ly I" uM—t.nd 6ml hih it prepared R­
of­d Mi—m thi,dw m.t ithwt riLt. nd dWtti-by PC.I.,H6 A­mt�.,Inc.�11 b.without libility Ki,[,y-Ham..d P.O.BOX 33068-RALEW,NORTH CAROUNA 27636-3068 PROPOSED WETLAND IMPACTS �ILLE JDA
C�y,i=, A,,�L­tn..,2W7 `u­
,M. nd PHONE:[phone] FAX[phone] SEA .121'96002 j

WATER QUALITY

0� Kimley-Horn
and Associates,Inc.
Extended Stormwater Wetland Design Summary
Proposed Extended Detention Wetland#1
Project Information
Project Name: Two-Eleven Midway
KHA Project#: 01279600
Designed by: JDA Date: 4/2/2007
Revised by: MCP Date: 9/26/2007
Checked by: Date:
Design Resource: NCDENR-Stommater Best Management Practices(April 1999)
NCDENR-Updated Draft Manual of Stommater Best Management Practices(July 2005)
Site Information
Sub Area Location: Wetland
Drainage Area(DA)= 39.47 Acres
Impervious Area(IA)= 27.92 Acres
Percent Impervious(1)= 70.74 %
Required Surface Area
Permanent Pool Depth: 3 ft
SA/DA= 6.06 (85%TSS Removal via Pond)
Min Req'd Surface Area= 104,190 sf(at Permanent Pool)
Required Storage Volume(Water Quality):
Design Storm= 1 inch
Determine Rv Value= 0.05+.009(1)= 0.69 in/in
Storage Volume Required= 98,378 cf(above Permanent Pool)
Required Forbay Sizing
Required Volume= 20.00% of Permenant Pool
Permanent Pool Volume= 110,155 of
Required Forbay Volume= 22,031
Ext.Wetland Surface Area Requirements:
Surface Area%of Approx.Surface
Depth of Perm.Pool Zone ID Permenant Pool Area(sf)
0"-12" Marsh 70.00% 72,933
0"-6" Low Marsh 35.00% 36,467
6"-12" High Marsh 35.00% 36,467
12"-36" Outlet Pool 15.00% 15,629
Summary of Proposed Ext.Wetland
Bottom of Pond Elevation= 36.00 ft
Permanent Pool Elevation= 39.00 ft
Temporary Pool Elevation= 39.75 ft
Top of Pond Elevation= 43.00 ft
Permanent Pool Surface Area= 126,325 sf (Required surface area=104190)
Temporary Pool(water quality storage)= 111,399 cf (Required Volume=98378)
Area @ Top of Temporary Pool= 133,685 sf (Elev=39.75)
Side Slopes of Pond= 3 :1
Volume of Forebay 28,397 cf (Required volume=22031 )
Surface Area ratios:
Surface Area%of Approx.Surface
Depth of Perm.Pool Zone ID Permenant Pool Area sf
0"-12" Marsh 70% 88,940
0"-6" High Marsh 36% 45,040
6"-12" Low Marsh 35% 43,900
12"-36" Outlet Pool 14% 17,116
Foreba 16% 20,269

1
lam am
Can and Associates,Inc.
STORMWATER POND
M
INCREMENTAL DRAWDOWN METHOD
Project Information
Project Name: Two Eleven Midway
KHA Project#:
Designed by: JDA Date: 5/3/2007
Checked by: JDA Date: 5/3/2007
f
Water Quality Weir
*Incremental Determination of Water Quality Volume Drawdown Time
} Zone 2 Q=C*L*H"1'''1
I
Zone 1
1 PP 1
d
Weir Length Zone 1(L)= 1.5 ft
Weir Length Zone 2(L)= 44.0 ft
Cw= 3.0
Ei= 39.00 Permanent Pool(PP)
Incremental Drawdown Method
Countour Contour Incremental Area Volume Stage,Z Zone Q Drawdown Time
sq ft cu It ft cfs min
39.00 _126,325 0 0.00 1 0.000 —
39.10 127,306 12,682 0.10 1 0.142 1,485
f 39.20 128,288 12,780 1 0.20 1 0.402 529
l 39.30 129,269 12,878 0.30 1 0.739 290
39.40 130,260 12,976 0.40 1 1.138 190
39.50 131,232 13,074 0.50 1 1.591 137
39.60 132,213 13,172 0.60 1 2.091 105
39.70 133,194 13,270 0.70 1 2.635 1 84
39.75 133,685 6,672 0.75 1 2.923 38
40d10 4 136
Total 39.75 -- 97,504 — .. 2,839
Drawdown Time=Incremental Volume/Q/60sec/min
( Summary
Total Volume= 97,504 cf
Total Time= 2,859 min
Total Time= 1.99 days
I

WETLAND 1
Incremental Accumulated
Countour Contour Area Volume Volume,S Stage,Z
sq it cu ft cu ft ft
36.00 12,398 0 0 0.00
37.00 15,742 14,070 14,070 1.00
38.00 19,425 17,584 31,654 2.00
38.50 42,228 15,413 47,067 2.50
39.00 66,792 27,255 74,322 3.00 Permanent Pool
t 40.00 71,132 68,962 143,284 4.00
41.00 75,529 73,331 216,614 5.00
42.00 79,973 77,751 294,365 6.00
43.00 84,463 82,218 376,583 7.00
{ WETLAND 2
Incremental Accumulated
I Countour Contour Area Volume Volume, S Stage,Z
!. sq ft cult cult ft
36.00 7,036 0 0 0.00
37.00 10,098 8,567 8,567 1.00
38.00 13,554 11,826 20,393 2.00
38.50 29,646 10,800 31,193 2.50
39.00 45,041 18,672 49,865 3.00 Permanent Pool
40.00 48,761 46,901 96,766 4.00
41.00 52,358 50,560 147,325 5.00
42.00 56,101 54,230 201,555 6.00
43.00 59,901 58,001 259,556 7.00
WETLAND 3
Incremental Accumulated
Countour Contour Area Volume Volume,S Stage,Z
sq ft cu ft cu ft ft
+ 36.00 1,913 0 0 0.00
37.00 3,046 2,480 2,480 1.00
38.00 4,406 3,726 6,206 2.00
38.50 9,411 3,454 9,660 2.50
39.00 14,492 5,976 15,636 3.00 Permanent Pool
40.00 16,245 15,369 31,004 4.00
41.00 18,054 17,150 48,154 5.00
42.00 19,919 18,987 67,140 6.00
43.00 21,842 20,881 88,021 7.00
OVERALL WETLAND SYSTEM
Incremental Accumulated
Countour Contour Area Volume Volume, S Stage,Z
sq ft cu ft cu
t 36.00 21,347 0 0 0.00
37.00 28,886 25,117 25,117 1.00
38.00 37,385 33,136 58,252 2.00
38.50 81,285 29,668 87,920 2.50
39.00 126,325 51,903 110,155 3.00 Permanent Pool
39.75 133,685 111,399 221,554 3.75 Temporary Pool
40.00 136,138 131,232 241,386 4.00
41.00 145,941 141,040 382,426 5.00
42.00 155,993 150,967 533,393 6.00
43.00 166,206 161,100 694,492 7.00.

WETL Al D 1
Incremental Accumulated
Countour Contour Area Volume Volume, S Stage, Z
( sq ft cu ft cu ft ft
36.00 12,398 0 0 0.00
37.00 15,742 14,070 14,070 1.00
38.00 19,425 17,584 31,654 2.00
38.50 42,228 15,413 47,067 2.50
39.00 66,792 27,255 74,322 3.00 Permanent Pool
{ 40.00 71,132 68,962 143,284 4.00
41.00 75,529 73,331 216,614 5.00
42.00 79,973 77,751 294,365 6.00
r 43.00 84,463 82,218 376,583 7.00
Contour Area %of Perm Pool SA
0"-6"High Marsh 24,564 37%
I 6"-12"Low Marsh 22,803 34%
12"-36"Micro Pools 10,825 16%
Forebay 8,600 13%
WETLAND 1 FOREBAY
36.00 4,217 0 0 0.00
37.00 5,399 4,808 4,808 1.00
1 38.00 6,685 6,042 10,850 2.00
38.50 8,600 3,821 14,671 2.50
WETLAND 2
Incremental Accumulated
Countour Contour Area Volume Volume, S Stage,Z
sq ft cu ft cu ft ft
36.00 7,036 0 0 0.00
37.00 10,098 8,567 8,567 1.00
38.00 13,554 11,826 20,393 2.00
38.50 29,646 10,800 31,193 2.50
39.00 45,041 18,672 49,865 3.00 Permanent Pool
40.00 48,761 46,901 96,766 4.00
41.00 52,358 50,560 147,325 5.00
42.00 56,101 54,230 201,555 6.00
43.00 59,901 58,001 259,556 7.00
Contour Area %of Perm Pool SA
0"-6"High Marsh 15,395 34%
6"-12"Low Marsh 16,092 36%
12"-36"Micro Pools 4,103 9%
Forebay 9,451 21%
WETLAND 2 FOREBAY
36.00 2,113 0 0 0.00
37.00 3,458 2,786 2,786 1.00
38.00 4,125 3,792 6,577 2.00
38.50 9,451 3,394 9,971 2.50

VVETLAND 3
Incremental Accumulated
Countour Contour Area Volume Volume, S Stage, Z
sq ft cu ft cu ft ft
36.00 1,913 0 0 0.00
37.00 3,046 2,480 2,480 1.00
38.00 4,406 3,726 6,206 2.00
38.50 9,411 3,454 9,660 2.50
39.00 14,492 5,976 15,636 3.00 Permanent Pool
40.00 16,245 15,369 31,004 4.00
i 41.00 18,054 17,150 48,154 5.00
42.00 19,919 18,987 67,140 6.00
( 43.00 21,842 20,881 88,021 7.00
Contour Area %of Perm Pool SA
0"-6"High Marsh 5,081 35%
6"-12"Low Marsh 5,005 35%
12"-36"Micro Pools 2,188 15%
Foreba 2,218 15%
WETLAND 3 FOREBAY
36.00 781 0 0 0.00
37.00 1,385 1,083 1,083 1.00
38.00 1,900 1,643 2,726 2.00
38.50 2,218 1,030 3,755 2.50
OVEULLFMANt)SYSTEM
Incremental Accumulated
Countour Contour Area Volume Volume, S Stage,Z
sq ft cu ft cu
36.00 21,347 0 0 0.00
37.00 28,886 25,117 25,117 1.00
38.00 37,385 33,136 58,252 2.00
38.50 81,285 29,668 87,920 2.50
39.00 126,325 51,903 110,155 3.00 Permanent Pool
39.75 133,685 97,504 207,658 3.75 Temporary Pool
40.00 136,138 131,232 241,386 4.00
41.00 145,941 141,040 382,426 5.00
42.00 155,993 150,967 533,393 6.00
43.00 166,206 161,100 694,492 7.00
Contour Area %of Perm Pool SA
0"-6"High Marsh 45,040 36%
6"-12"Low Marsh 43,900 35%
12"-36"Micro Pools 17,116 14%
Forebay 20.269 16%
CUMULATIVE FOREBAY
36.00 7,111 0 0 0.00
I 37.00 10,242 8,677 8,677 1.00
38.00 12,710 11,476 20,153 2.00
38.50 20,269 8,245 28,397 2.50
I _

TWO-ELEVEN MIDWAY IMPERVIOUS AREA CALCULATIONS
f
f
I
9
IMPERVIOUS AREA CALCULATIONS
1
ACRES IMP OPEN
Wetland 1
Post Wet 1 2.69 2.69
Remainder @85% Impervious 3.25 2.79 0.49
Wetland 2
Post Wet 2 2.44 2.44
2-211 Misc. 0.20 0.20
Remainder @85% Impervious 20.24 17.20 3.04
Wetland 3
Post Wet 3 4. 15
Wet 3 and adjacent area 1 .29 1.29
Remainder @85% Impervious 2.862 2.43 0.43
Remainder @85% Impervious 6.47 5.50 0.97
Total Total
Acreage Total Imper. Pervious
Totals to be treated 39.47 27.92 11.54
%IMPERV: 70.75%
i

WATER QUANTITY

i
f
CALCULATIONS

TWO-ELEVEN MIDWAY PRE VER51-15 P05T
I ACREAGE COMPAR15ON
I
1
I
f
f
I
PRE-DPVIrLOPUMT ACREAGE TOTAL
DRAINAGE AREA TO OUTFALL POINT
41 .88
TOTAL POST-DEVELOPMENT 41 .88
` DRAINAGE AREA
i
FOST-DEVUOPMENT ACREAGE TOTAL5
TOTAL ACREAGE TO WETLANDS
WETLAND 1 5.97
WETLAND 2 22.88
WETLAND 3 1 O.G2
TOTAL 39.94
TOTAL DIRECT TO OUTFALL POINT
WETLAND AREA 2.41
TOTAL POST-DEVELOPMENT
41 .88
DRAINAGE AREA
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TWO-ELEVEN MIDWAY TIME OF CONCENTRATION
I
Time of concentration calculation for Pre-development drainage area:
Sheet Flow;
1. Surface.Description (table 3-1)
2. Manning's Roughness coeff., n 0.024 (see Table 3-1 of TR-55)
3 Flow Length, L(must be < 300 ft) 100 ft.
4..Two-yr,24-hr rainfall, PZ 4.5:inches
5 Land Slope, s 0.015 ft/ft
:6 Tt'=0.007. (n.L)o_a I(P2 s#50.4) 0.036 hr 2.14 min
Shallow Concentrated Flow:
7 Surface Description (paved/unpaved)
8. Flow Length, L 471 ft
9. Watercourse slope, s 0.0027 ft/ft
10. Average Velocity, V(figure 3-1) 0.84 ft/s
11 Tt.= L 1(3600.V) 0.156 hr= 9.35 min
Shallow Concentrated Flow:
12. Surface Description (paved/unpaved)
13. Flow Length,L 252 ft
14. Watercourse:slope, s 0.0119 Rift
1.5. ,overage Velocity,V(figure 3-1) 1.76 fus
16. Tt= L/(3600.V) 0.040 hr 2,39 min
Channel Flow: min
17. Cross Sectional Flow Area, a 72 so ft:
18. V11.etted'Perimeter, PW 27.89 ft
19 Hydraulic radius, r=a/P,N 2.58 ft
20. Channel Slope, s 0.0078 ft/ft
21. Man ning's Roughness coeff., n O.03
22. V= 1.49..r" s"/n 825 ft/s
23. Flow Length, L 27 ft
.24. Tt=LI{3600.V) 0,001 fus Q00
25. Total Watershed or subarea Tc 0.23 hr= 13.93
I
I
I
1.

PRE-DEVELOPMENT

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T : OUT FALL POINT
U : DRAINAGE AREA
0
a
0
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a,
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PRE-DEVELOPMENT FIGURE
IGM4-Flom and NODE TWO-ELEVEN MIDWAY NODE DIAGRAM PRE
mo:sp HUWK re w uar"Ww.OF Su m.Lto.. %NO w,"c"or
'A���fti_L :,:I1•p.;:ii.@.f!.7.wr{-.,�;�-A N*POWUUM 9r%Yl£F-+0W NO 92$00,i E.M tw L iY..4T1 r"-1'.J]LU!l tC KP&CY-W001/tiT A.:,..::i I'.;..1-1 .

BRUNSWICK MIXED USE
PRE-DEVELOPMENT
JI INPUT : ALL
Basins
fName: DRAINAGE AREA Node: OUTFALL POINT Status: Onsite
I
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in): 0.000 Time of Conc(min) : 13.94
I Area(ac): 41.890 Time Shift(hrs) : 0.00
Curve Number: 78.36 Max Allowable Q(cfs) : 999999.000
DCIA(%): 0.00
1
Nodes ______________________________________________________________________________
- - --- ----------------------------------------------------------------------------
I
' Name: OUTFALL POINT Base Flow(cfs): 0.000 Init Stage(ft): 0.000
Group: BASE Warn Stage(ft): 0.010
Type: Time/Stage
Time(hrs) Stage(ft)
--------------- ---------------
0.00 0.000
36.00 0.000
------------------------------------------------------------------------------------------
Hydrology Simulations
Name: 001YR - 24HR
Filename K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\ICPR\001YR - 24HR.R32
Override Defaults: Yes
Storm Duration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 3.70
Time(hrs)------ Print Inc(min)
------ ---------------
10.000 30.00
15.000 15.00
24.000 30.00
36�000----------60�00----
Il ---------------------------------------------------------------------------
Name: 002YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\ICPR\002YR - 2411R.R32
Override Defaults: Yes
Storm Duration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 4.50
I
`-
Time(hrs) Print Inc(min). ------ ------ --------------
10.000 30.00
15.000 15.00
` 24.000 30.00
f 36.000 60.00
1 -----------------------------------------------------------------------------------------
Name: 005YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\ICPR\005YR - 24HR.R32
ti Override Defaults: Yes
I MCP 06/13/07
II Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 1 of 5
L.

i
I
I BRUNSWICK MIXED USE
PRE-DEVELOPMENT
INPUT : ALL
Storm Duration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 5.80
Time(hrs) Print Inc(min)
10.000 30.00
15.000 15.00
24.000 30.00
36.000 60.00
----------------------------------------------------------------------------------------------------
Name: 010YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\ICPR\010YR - 24HR.R32
Override Defaults: Yes
Storm Duration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in) : 7.00
I(I Time(hrs) Print Inc(min)
--------------- ---------------
10.000 30.00
15.000 15.00
24.000 30.00
36.000 60.00
----------------------------------------------------------------------------------------------------
f Name: 025YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\ICPR\025YR - 24HR.R32
Override Defaults: Yes
Storm Duration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 8.00
Time(hrs) Print Inc(min)
--------------- ---------------
10.000 30.00
15.000 15.00
24.000 30.00
36.000 60.00
----------------------------------------------------------------------------------------------------
Name: 050YR - 24HR
i Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\ICPR\050YR - 24HR.R32
Override Defaults: Yes
Storm Duration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 8.90
Time(hrs) Print Inc(min)
--------------- ---------------
10.000 30.00
j 15.000 15.00
24.000 30.00
36.000 60.00
Name: 100YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\ICPR\100YR - 24HR.R32
�•. Override Defaults: Yes
Storm Duration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 10.10
Time(hrs) Print Inc(min)
10.000 30.00
�.. 15.000 15.00
I MCP 06/13/07
iE Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 2 of 5

f
BRUNSWICK MIXED USE
PRE-DEVELOPMENT
INPUT : ALL
24.000 30.00
36.000 60.00
=====Routing-Simulations
--===_ _____ -------- ------ ----------------------------------
Name: 001YR-24HR Hydrology Sim: 001YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\ICPR\001YR-24HR.I32
Execute: Yes Restart: No Patch: No
Alternative: No
Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500
Time Step Optimizer: 10.000
Start Time(hrs): 0.000 End Time(hrs): 36.00
Min Calc Time(sec): 0.5000 Max Calc Time(sec): 5.0000
Boundary Stages': Boundary Flows:
Time(hrs) Print Inc(min)
--------------- ---------------
10.000 30.000
15.000 15.000
24.000 30.000
36.000 60.000
Group Run
BASE Yes
----------------------------------------------------------------------------------------------------
Name: 002YR-24HR Hydrology Sim: 002YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\ICPR\002YR-24HR.I32
6
Execute: Yes Restart: No Patch: No
Alternative: No
Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500
Time Step Optimizer: 10.000
Start Time(hrs) : 0.000 End Time(hrs): 36.00
Min Calc Time(sec) : 0.5000 Max Calc Time(sec) : 5.0000
Boundary Stages: Boundary Flows:
Time(hrs) Print Inc(min)
10.000 30.000
--------------- ---------------
15.000 15.000
24.000 30.000
36.000 60.000
Group Run
BASE Yes
----------
-
Name•-- --OO5YR-29HR--------------------H dy--rology-- ---Sim:------OOSYR--_-----29HR--------------------------------------
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\ICPR\005YR-24HR.I32
Execute: Yes Restart: No Patch: No
Alternative: No
Max Delta Z(ft) : 1.00 Delta Z Factor: 0.00500
Time Step Optimizer: 10.000
Start Time(hrs) : 0.000 End Time(hrs) : 36.00
Min Calc Time(sec) : 0.5000 Max Calc Time(sec) : 5.0000
Boundary Stages: Boundary Flows:
MCP 06/13/07
Interconnected Charnel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 3 of 5
a

POST-DEVELOPMENT

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f
BRUNSWICK MIXED USE
I POST-DEVELOPMENT
t INPUT: HYDROLOGY SIMULATIONS
I
` Name: 001YR - 24HR
1 Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\OOIYR - 24HR.R32
Override Defaults: Yes
j Storm Duration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 3.70
Time(hrs) Print Inc(min)
10.000 30.00
15.000 15.00
24.000 30.00
36.000 60.00---- --
- ------- ---
Name: 002YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\002YR - 24HR.R32
j Override Defaults: Yes
)� Storm Duration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 4.50
Time(hrs) Print Inc(min)
10.000 30.00
15.000 15.00
24.000 30.00
36.000 60.00
----------------------------------------------------------------------------------------------------
Name: 005YR - 24HR
f Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater1005YR - 24HR.R32
I Override Defaults: Yes
111 Storm Duration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 5.80
Time(hrs)------ Print Inc(min)
{{ --------------
10.000 30.00
15.000 15.00
24.000 30.00
ttt 36.000 60.00
----------------------------------------------------------------------------------------------------
Name: 010YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\010YR - 24HR.R32
Override Defaults: Yes
Storm Duration(hrs): 24.00
Rainfall File: Scsiii
Rainfall Amount(in): 7.00
e, Time(hrs) Print Inc(min)
--------------- ---------------
10.000 30.00
` 15.000 15.00
24.000 30.00
36.000 60.00
----------------------------------------------------------------------------------------------------
p Name: 025YR - 24HR
p Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\025YR - 24HR.R32
111 Override Defaults: Yes
Storm Duration(hrs): 24.00
} Rainfall File: Scsiii
I Rainfall Amount(in) : 8.00
111 06-13-07
MCP
" Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 1 of 2

i
BRUNSWICK MIXED USE
POST-DEVELOPMENT
,1 INPUT: HYDROLOGY SIMULATIONS
4!'
Time(hrs) Print Inc(min)
--------------- ---------------
10.000 30.00
15.000 15.00
24.000 30.00
36.000 60.00
----------------------------------------------------------------------------------------------------
Name: 050YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\050YR - 24HR.R32
e
Override Defaults: Yes
Storm Duration(hrs): 21.00
C Rainfall File: Scsiii
Rainfall Amount(in): 8.90
Time(hrs) Print Inc(min)
--------------- ---------------
10.000 30.00
15.000 15.00
24.000 30.00
36.000 60.00
I Name: 100YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\100YR - 24HR.R32
Override Defaults: Yes
Storm Duration(hrs): 24.00
Rainfall File: Scsiii
( Rainfall Amount(in): 10.10
Time(hrs) Print Inc(min)
I --------------- ---------------
10.000 30.00
15.000 15.00
24.000 30.00
36.000 60.00
f
f
06-13-07
hICP
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 2 of 2

BRUNSWICK MIXED USE
POST-DEVELOPMENT
INPUT: ROUTING SIMULATIONS
N Name: 001YR-24HR Hydrology Sim: 001YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\OOIYR-24HR.I32
Execute: Yes Restart: No Patch: No
i Alternative: No
' Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500
Time Step Optimizer: 10.000
Start Time(hrs): 0.000 End Time(hrs): 36.00
Min Calc Time(sec): 0.5000 Max Calc Time(sec): 5.0000
IBoundary Stages: Boundary Flows:
Time(hrs) Print Inc(min)
i! 10.000 30.000
15.000 15.000
24.000 30.000
J 36.000 60.000
f4 Group Run
--------------- -----
BASE Yes
----------------------------------------------------------------------------------------------------
Name: 002YR-24HR Hydrology Sim: 002YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\002YR-24HR.I32
Execute: Yes Restart: No Patch: No
Alternative: No
Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500
Time Step Optimizer: 10.000
i Start Time(hrs): 0.000 End Time(hrs): 36.00
Min Calc Time(sec): 0.5000 Max Calc Time(sec): 5.0000
Boundary Stages: Boundary Flows:
Time(hrs) Print Inc(min)
--------------- ---------------
10.000 30.000
15.000 15.000
24.000 30.000
36.000 60.000
Group Run
--------------- -----
BASE Yes
----------------------------------------------------------------------------------------------------
Name: OO5YR-24HR Hydrology Sim: 005YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\OO5YR-24HR.I32
Execute: Yes Restart: No Patch: No
Alternative: No
Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500
Time Step Optimizer: 10.000
Start Time(hrs): 0.000 End Time(hrs) : 36.00
Min Calc Time(sec): 0.5000 Max Calc Time(sec) : 5.0010
Boundary Stages: Boundary Flows:
Time(hrs) Print Inc(min)
10.000 30.000
06-13-07
MCP
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Pagel of 3

I
BRUNSWICK MIXED USE
]I1 POST-DEVELOPMENT
INPUT: ROUTING SIMULATIONS
r
1 15.000 15.000
1 24.000 30.000
36.000 60.000
Group---------- Run
( BASE Yes
r
E ----------------------------------------------------------------------------------------------------
Name: OIOYR-24HR Hydrology Sim: 010YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\010YR-24HR.I32
E Execute: Yes Restart: No Patch: No
Alternative: No
Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500
Time Step Optimizer: 10.000
Start Time(hrs) : 0.000 End Time(hrs): 36.00
Min Calc Time(sec) : 0.5000 Max Calc Time(sec): 5.0000
Boundary Stages: Boundary Flows:
Time(hrs) Print Inc(min)
10.000 30.000
15.000 15.000
24.000 30.000
1 36.000 60.000
Group Run
--------------- -----
RASE Yes
{q
l
----------------------------------------------------------------------------------------------------
Name: 025YR-24HR Hydrology Sim: 025YR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\025YR-24HR.I32
Execute: Yes Restart: No Patch: No
Alternative: No
f Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500
Time Step Optimizer: 10.000
Start Time(hrs): 0.000 End Time(hrs): 36.00
Min Calc Time(sec): 0.5000 Max Calc Time(sec) : 5.0000
Boundary Stages: Boundary Flows:
Time(hrs) Print Inc(min)
--------------- ---------------
I 10.000 30.000
15.000 15.000
24.000 30.000
36.000 60.000
Group Run
BASE Yes
------------------------------------ ----------=-------_-------------------------------------------
Name: 050YR-24HR Hydrology Sim: 050YR 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\StormwaLer\050YR-24HR.I32
Execute: Yes Restart: No Patch: No
Alternative: No
Max Delta Z(ft) : 1.00 Delta Z Factor: 0.00500
06-13-07
MCP
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 2 of 3

BRUNSWICK MIXED USE
POST-DEVELOPMENT
INPUT: ROUTING SIMULATIONS
I' Time Step Optimizer: 10.000
lI Start Time(hrs): 0.000 End Time(hrs): 36.00
Min Calc Time(sec) : 0.5000 Max Calc Time(sec): 5.0000
Boundary Stages: Boundary Flows:
Time(hrs) Print Inc(min)
--------------- ---------------
�� 10.000 30.000
15.000 15.000
24.000 30.000
36.000 60.000
Group Run
I --------------- -----
BASE Yes
----------------------------------------------------------------------------------------------------
Name: 100YR-24HR Hydrology Sim: IOOYR - 24HR
Filename: K:\LDEV\012796000 - Brunswick Mixed Use\Civil Only\Stormwater\100YR-24HR.I32
Execute: Yes Restart: No Patch: No
Alternative: No
Max Delta Z(ft): 1.00 Delta Z Factor: 0.00500
Time Step Optimizer: 10.000
Start Time(hrs) : 0.000 End Time(hrs): 36.00
Min Calc Time(sec) : 0.5000 Max Calc Time(sec): 5.0000
Boundary Stages: Boundary Flows:
Time(hrs) Print Inc(min)
--------------- ---------------
10.000 30.000
15.000 15.000
24.000 30.000
36.000 60.000
' f Group Run
--------------- -----
BASE Yes
e
i
1 .
1
�I
1
1 �
L.
06-13-07
{ MCP
Interconnected Channel and Pond Routing Model CICPR) 02002 Streamline Technologies,Inc. Page 3 of 3

'f
211 Midway
i Post - Development
1 Input Basins
JfJ
1.
Group: BASE Type: SCS Unit Hydrograph
d
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in) : 0.000 Time of Conc(min): 5.00
I Area(ac): 0.130 Time Shift(hrs): 0.00
r Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%): 0.00
-----------------------------------------------------------------
-----------------------------------
Name: 2-C.13 Node: N-C.13 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
ttt Rainfall File; Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
Area(ac) : 0.510 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%): 0.00
----------------------------------------------------------------------------------------------------
Name: 2-C.14 Node: N-C.14 Status; Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 0.560 Time Shift(hrs) : 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(g): 0.00
----------------------------------------------------------------------------------------------------
Name: 2-C.15 Node: N-C.15 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in) : 0.000 Time of Conc(min) : 5.00
Area(ac): 0.440 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(3): 0.00
--------------------------------------------------------------------------- ------------------------
Name: 2-C.16 Node: N-C.16 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
�. Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in) : 0.000 Time of Conc(min): 5.00
Area(ac) : 0.450 Time Shift(hrs) : 0.00
Curve Number: 95.00 Max Allowable Q(cfs) : 999999.000
DCIA(%) : 0.00
i
----------------------------------------------------------------------------------------------------
Name: 2-C.17 Node: N-C.17 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
MCP 09/27/2007
Interconnected Channel and Pond Routing Model.(ICPR) ©2.002 Streamline Technologies,Inc. Page 2 of 10

cc�»
INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H.1000,the Coastal Stormwater Management Regulations, deed
restrictions and protective covenants are required for High Density Developments with Outparcels
where outparcel lots will be subdivided from the main tract and sold. Deed restrictions and protective
covenants are necessary to ensure that the development maintains a"built-upon"area consistent with
the design criteria used to size the stormwater control facility.
I, , acknowledge, affirm and agree by my signature below, that I will
cause the fo lowing deed restrictions and covenants to be recorded prior to the sale of any outparcel or
future development area:
1. The following covenants are intended to ensure ongoing compliance with State Stoirmwater
Management Permit Number �w 5 as issued by the Division of Water Quality
under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit
3. These covenants are to run with the land and be binding on all persons and parties claiming
under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express
written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the
concurrence of the Division of Water Quality.
6. The maximum built-upon area for the outparcel(s) shown on the approved plans is as follows.
Outparcel# BUA outparcel# BUA $lam
rt
� -42,9oD 5F 4 7xi-MoSF
1900 SF
,_._.,. =-71,40050- [e Z o0oSF- a} _ 81 2doSF
These allotted amounts include any built-upon area constructed within the property boundaries,
and that portion of the right-of-war between the lot lines and the edge of the pavement. Built
upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood decking, or the water
surface of swimming pools.
7. The runoff f om all built-upon area within the outparcel or future development area must be
directed into the permitted stonmwater control system.
a Built-upon area in excess of the permitted amount will require a pennit modification.
9. The connection from the outpanceFs collection system into the stormwatercontrol shall be made
such that short-circuiting of the system does not occur.
10. For those outparcels or future development areas whose ownership is not retained by the
permittee, the new owner shad submit a separate offske stormwater permit application to the
Division of Wa Quality and ceive a permit prior to construction.
Signature: Date: I
I, t' S i'Y] , a Notary Public in the
State of , County of iha.Vi� ,
do hereby certify that ► 101.fd 7-�i'1 �i1"SOyi personally appeared
before me this the /'7 day of �G��7ua. , 20D9 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
Y N,S
Signature g`I`
O TA �►
My Commission expires "7 )ail) MY Comm
3/27i19
O BLIG
9`�FCOUN IG

r
211 Midway
Post - Development
Input Basins
r
1
Rainfall File: Storm Duration(hrs) : 0.00
1 Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 0.190 Time Shift(hrs) : 0.00
Curve Number: 95.00 Max Allowable Q(cfs) : 999999.000
DCIA(%): 0.00
----------------------------------------------------------------------------------------------------
Name: 2-C.4 Node: N-C.4 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
f
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
Area(ac): 0.140 Time Shift(hrs) : 0.00
Curve Number: 95.00 Max Allowable Q(cfs) : 999999.000
DCIA(%): 0.00
------------------------------------------------------------------------------------------------
Name: 2-C.5 Node: N-C.5 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
k Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
Area(ac): 0.270 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%): 0.00
----------------------------------------------------------------------------------------------------
,) Name: 2-C.6 Node: N-C.6 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
{ Rainfall File: Storm Duration(hrs): 0.00
j11 Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
Area(ac): 0.150 Time Shift(hrs) : 0.00
Curve Number. 95.00 Max Allowable Q(cfs) : 999999.000
DCIA(%): 0.00
----------------------------------------------------------------------------------------------------
Name: 2-C.7 Node: N-C.7 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 0.100 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%): 0.00
---------
----------------------------------------------------------------------- -------------------
Name: 2-C,8 Node: N-C.8 Status: Ons�te
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 5 of 10

r
I
III Midway
Post - Development
Input : Basins
Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
+. Area(ac): 0.160 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%): 0.00
-----------------------------------------------------------------------------------------------------
Name: 2-C.9 Node: N-C.9 Status: Onsite
r Group: BASE Type: SCS Unit Hydrograph
`! Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 0.750 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%): 0.00
----------------------------------------------------------------------------------------------------
Name: 2-D.1 Node: N-D.1 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 0.130 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
j DCIA(%) : 0.00
a
----------------------------------------------------------------------------------------------------
Name: 2-D.2 Node: N-D.2. Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
f Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
ti Area(ac): 0.130 Time Shift(hrs) : 0.00
1 Curve Number: 95.00 Max Allowable 0(cfs) : 999999.000
DCIA(%): 0.00
. ----------------------------------------------------------------------------------------------------
Name: 2-E.1 Node: N-E.1 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 0.100 Time Shift(hrs) : 0.00
Curve Number: 95.00 Max Allowable Q(cfs) : 999999.000
DCIA(%): 0.00
Name: 2-E.2 Node: N-E.2 Status: Onsite
---------Group:-------BAS--E----------------------
---Type--:---SCS--Unit------H dy-ro-g-ra-gh------------------------------------
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
MCP 09/27/2007
' Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 6 of 10

4
211 Midway
Post - Development
Input Basins
r'
Area(ac): 0.110 Time Shift(hrs): 0.00
! Curve Number: 95.00 Max Allowable Q(cfs) : 999999.000
DCIA(%): 0.00
----------------------------------------------------------------------------------------------------
Name: 2-OUT.2 Node: N-OUT.2 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac) : 1.450 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%) : 0.00
----------- ------------------------
------------------------------------------------------------
Name: 2-OUT.3 Node: N-OUT.3 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 1.650 Time Shift(hrs) : 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%) : 0.00
----------------------------------------------------------------------------------------------------
Name: 2-OUT.4 Node: N-OUT.4 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 2.080 Time Shift(hrs): 0.00
t Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
t DCIA(%): 0.00
---------
-------------------------------------------------------------------------------------------
Name: 2-OUT.5 Node: N-OUTS Status: Onsite
Group: BASE Type: SCS Unit Hydrograph _
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
Area(ac): 2.160 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%): 0.00
----------------------------------------------------------------------------------------------------
Name: 2-OUT.6 Node: N-OUT.6 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 1.580 Time Shift(hrs): 0.00
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) CO2002 Streamline Technologies,Inc. Page 7 of 10

211 Midway
j Post - Development
Input : Basins
1,
r
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%): 0.00
---------
---- --------------------------------------------------------------------------------------
Name• 2-OUT.7 Node: N-OUT.7 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
I Unit Hydrograph: Uh464 Peaking Factor: 484.0
Il Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
Area(ac): 1.410 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
{ DCIA(%): 0.00
[( ----------------------------------------------------------------------------------------------------
Name: 3-A.1 Node: N-A.1 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
1 Area(ac): 0.200 Time Shift(hrs) : 0.00
Curve Number: 95.00 Max Allowable Q(cfs) : 999999.000
DCIA(%): 0.00
----------------------------------------------------------------------------------------------------
Name: 3-A.2 Node: N-A.2 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
[ Unit Hydrograph: Uh484 Peaking Factor: 484.0
tRainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
Area(ac): 0.120 Time Shift(hrs) : 0.00
Curve Number: 95.00 Max Allowable Q(cfs) : 999999.000
DCIA(%): 0.00
------------------------------------------------------
Name: 3-A.3 Node: N-A.3 Status: Onsite
Group: BASE Type: SCS Unit H dro ra h
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in) : 0.000 Time of Conc(min): 5.00
Area(ac): 0.300 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%) : 0.00
----------------------------------------------------------------------------------------------------
Name: 3-A.4 Node: N-A.4 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac) : 0.200 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 8 of 10

211 Midway
Post - Development
Input Basins
r DCIA(%): 0.00
------------- --------------------------------------------------------------------------------------
Name: 3-A.5 Node: N-A.5 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 0.630 Time Shift(hrs) : 0.00
Curve Number: 95.00 Max Allowable Q(cfs) : 999999.000
DCIA(%): 0.00
I
----------------------------------------------------------------------------------------------------
Name: 3-B.1 Node: N-B.1 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
Area(ac): 0.350 Time Shift(hrs) : 0.00
Curve Number: 95.00 Max Allowable Q(cfs) : 999999.000
DCIA(%): 0.00
{ ----------------------------------------------------------------------------------------------------
f, Name: 3-B.2 Node: N-B.2 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 1.000 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs) : 999999.000
DCIA(%): 0.00
----------------------------------------------------------------------------------------------------
P Name: 3-OUT.1 Node: N-OUT.1 Status: Onsite
111 Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 1.310 Time Shift(hrs): 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%) : 0.00
----------------------------------------------------------------------------------------------------
Name: 3-OUT.9 Node: N-OUT.9 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
Area(ac): 2.360 Time Shift(hrs) : 0.00
Curve Number: 95.00 Max Allowable Q(cfs): 999999.000
DCIA(%): 0.00
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 9 of 10

r
211 Midway
y Post - Development
it Input Basins
I
----------------------------------------------------------------------------------------------------
Name: POST WET 1 Node: WET 1 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
Area(ac). 2.687 Time Shift(hrs) . 0.00
Curve Number: 91.19 Max Allowable Q(cfs) : 999999.000
DCIA(%): 0.00
----------------------------------------------------------------------------------------------------
Name: POST WET 2 Node: WET 2 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs): 0.00
Rainfall Amount(in): 0.000 Time of Conc(min): 5.00
Area(ac): 3.749 Time Shift(hrs) : 0.00
j Curve Number: 85.54 Max Allowable Q(cfs): 999999.000
!f DCIA(%): 0.00
------------------------------------------------ --------
---------------------------------------------
Name: POST WET 3 Node: WET 3 Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor. 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
Area(ac): 4.150 Time Shift(hrs): 0.00
Curve Number: 81.16 Max Allowable Q(cfs): 999999.000
DCIA(%): 0.00
----------------------------------------------------------------------------------------------------
Name: WETLANDS Node: OUTFALL POINT Status: Onsite
Group: BASE Type: SCS Unit Hydrograph
Unit Hydrograph: Uh484 Peaking Factor: 484.0
Rainfall File: Storm Duration(hrs) : 0.00
Rainfall Amount(in): 0.000 Time of Conc(min) : 5.00
f Area(ac) : 2.414 Time Shift(hrs): 0.00
J4 Curve Number: 73.00 Max Allowable Q(cfs) : 999999.000
DCIA(%) : 0.00
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) C2002 Streamline Technologies,Inc. Page 10 of 10

r 211 Midway
Post - Development
Input Nodes
1 Name: D-BOX W3 A Base Flow(cfs): 0.000 Init Stage(ft): 32.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 43.000
Type: Manhole, 1 Diameter Grooved
{ NCDOT Concrete Junction Box (840.31)
F+ 48" x 48"
Stage(ft) Area(ac)
--------------- ---------------
31.500 0.0003
39.000 0.0003
Name: D-BOX W3 B Base Flow(cfs) : 0.000 Init Stage(ft): 32.000
j Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 43.000
t{ Type: Manhole, 1 Diameter Grooved
NCDOT Concrete Junction Box (840.31)
48" x 48"
------Stage(ft) --Area(ac)
{ 31.500 0.0003
39.000 0.0003
Name: H-BOX 2A Base Flow(cfs) : 0.000 Init Stage(ft): 31.500
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 43.000
Type: Manhole, 1 Diameter Grooved
NCDOT Concrete Junction Box (840.31)
64" x 64"
Stage(ft) Area(ac)
--------------- ---------------
31.500 0.0006
39.000 0.0006
Name: H-BOX 2B Base Flow(cfs) : 0.000 Init Stage(ft): 31.500
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 43.000
Type: Manhole, 1 Diameter Grooved
NCDOT Concrete Junction Box (840.31)
({( 64" x 64"
Stage(ft) Area(ac)
--------------- ---------------
31.500 0.0006
39.000 0.0006
Name: N-A.1 Base Flow(cfs): 0.000 Init Stage(ft): 43.500
Group: BASE Warn Stage(ft): 43.750
Type: Stage/Area
---- Stage(ft) Area(ac)
- -------
43.500 0.0002
43.600 0.0011
43.700 0.0044
43.750 0.0064
44.500 0.1095
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Pagel of 19

211 Midway
Post - Development
Input Nodes
Name: N-A.2 Base Flow(cfs): 0.000 Init Stage(ft): 43.500
Group: BASE Warn Stage(ft): 43.750
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
43.500 0.0002
43.600 0.0011
43.700 0.0044
43.750 0.0064
44.500 0.1095
Name: N-A.3 Base Flow(cfs) : 0.000 Init Stage(ft) : 44.250
Group: BASE Warn Stage(ft) : 44.500
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
44.250 0.0002
I 44.350 0.0011
44.450 0.0044
44.500 0.0064
45.250 0.1095
G
Name: N-A.4 Base Flow(cfs): 0.000 Init Stage(ft): 43.500
Group: BASE Warn Stage(ft): 43.750
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
43.500 0.0002
43.600 0.0011
43.700 0.0044
43.750 0.0064
f44.500 0.1095
1 ❑
Name: N-A.5 Base Flow(cfs) : 0.000 Init Stage(ft): 44.300
Group: BASE Warn Stage(ft): 44.550
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
44.300 0.0002
44.400 0.0011
44.500 0.0044
44.550 0.0064
45.300 0.1095
Name: N-B.1 Base Flow(cfs): 00.000 Init Stage(ft): 94.950
Group: BASE Warn Stage(ft): 45.200
Type: Stage/Area
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 2 of 19

211 Midway
Post - Development
Input Nodes
�r
Stage(ft) Area(ac)
--------------- ---------------
44.950 0.0002
45.050 0.0006
45.150 0.0022
45.200 0.0032
45.950 0.0548
+ Name: N-B.2 Base Flow(cfs) : 0.000 Init Stage(ft): 42.700
Group: BASE Warn Stage(ft): 42.950
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
42.700 0.0002
42.800 0.0011
42.900 0.0044
42.950 0.0064
{ 43.700 0.1095
I ❑ Name: N-C.1 Base Flow(cfs) : 0.000 Init Stage(ft): 45.050
Group: BASE Warn Stage(ft): 45.300
Type: Stage/Area
1i
Stage(ft) Area(ac)
--------------- ---------------
45.050 0.0002
45.150 0.0011
45.250 0.0044
{ 45.300 0.0064
46.050 0.1095
Name: N-C.10 Base Flow(cfs): 0.000 Init Stage(ft) : 93.500
Group: BASE Warn Stage(ft) : 43.750
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
43.500 0.0002
t 43.600 0.0022
fft 43.700 0.0087
43.750 0.0127
44.500 0.2190
Name: N-C.11 Base Flow(cfs): 0.000 Init Stage(ft): 43.800
Group: BASE Warn Stage(ft): 44.050
Type: Stage/Area
Stage(ft) Area{ac)
--------------- ---------------
43.800 0.0002
43.900 0.0011
44.000 0.0044
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 3 of 19

f
211 Midway
Post - Development
Input Nodes
44.050 0.0064
44.800 0.1095
f Name: N-C.12 Base Flow(cfs): 0.000 Init Stage(ft): 43.800
11 Group: BASE Warn Stage(ft) : 44.050
Type: Stage/Area
------Stage(ft) -------Area(ac)
43.800 0.0002
43.900 0.0011
44.000 0.0044
44.050 0.0064
44.800 0.1095
( Name: N-C.13 Base Flow(cfs) : 0.000 Init Stage(ft): 44.050
II Group: BASE Warn Stage(ft) : 44.300
Type: Stage/Area
r
Stage(ft) -----Area(ac)
--------------- -
44.050 0.0002
44.150 0.0006
44.250 0.0022
44.300 0.0032
45.050 0.0548
Name: N-C.14 Base Flow(c:fs): 0.0o0 Init Stage(ft): 44.050
Group: BASE Warn Stage(ft) : 44.300
Type: Stage/Area
------Stage(ft) -------Area(ac)
----
44.050 0.0002
44.150 0.0006
44.250 0.0022
ft 44.300 0.0032
45.050 0.0548
Name: N-C.15 Base Flow(cfs) : 0.000 Init Stage(ft): 44.050
Group: BASE Warn Stage(ft) : 44.300
Type: Stage/Area
------Stage(ft) ------Area(ac)
{{ 44.050 0.0002
44.150 0.0006
44.250 0.0022
44.300 0.0032
45.050 0.0548
Name: N-C.16 Base Flow(cfs) : 0.000 Init Stage(ft) : 44.050
Group: BASE Warn Stage(ft) : 44.300
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 4 of 19

211 Midway
Post - Development
Input Nodes
I
Type: Stage/Area
Stage(ft) Area(ac)
------
44.050 0.0002
44.150 0.0006
44.250 0.0022
! 44.300 0.0032
i` 45.050 0.0548
I Name: N-C.17 Base Flow(cfs) : 0.000 Init Stage(ft) : 43.700
Group: BASE Warn Stage(ft) : 43.950
Type: Stage/Area
------Stage(ft) -------Ar-----
43.700 0.0002
43.800 0.0011
43.900 0.0044
43.950 0.0064
44.700 0.1095
❑
Name: N-C.18 Base Flow(cfs): 0.000 Init Stage(ft): 43.700
Group: BASE Warn Stage(ft): 43.950
Type: Stage/Area
------Stage(ft) Area(ac)
--
43.700 0.0002
43.800 0.0011
43.900 0.0044
f 43.950 0.0064
44.700 0.1095
Name: N-C.19 Base Flow(cfs): 0.000 Init Stage(ft) : 43.500
Group: BASE Warn Stage(ft) : 43.750
Type: Stage/Area
Stage(ft) ------Area(ac)
43.500 0.0002
43.600 0.0022
43.700 0.0087
43.750 0.0127
44.500 0.2190
Name: N-C.2 Base Flow(cfs) : 0.000 Init Stage(ft) : 43.500
Group: BASE Warn Stage(ft) : 43.750
Type: Stage/Area
Stage(ft) Area(ac)
L ----------- -- --------------
MCP 09/27/2007
` Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamluie Technologies,Inc. Page 5 of 19

1
211 Midway
Post - Development
Input Nodes
f�
I
43.500 0.0002
43.600 0.0011
43.700 0.0044
43.750 0.0064
44.500 0.1095
Name: N-C.20 Base Flow(cfs) : 0.000 Init Stage(ft): 43.500
Group: BASE Warn Stage(ft) : 43.750
Type: Stage/Area
Stage(ft) Area(ac)
43.500 0.0002
r 43.600 0.0022
43.700 0.0087
43.750 0.0127
44.500 0.2190
Name: N-C.21 Base Flow(cfs) : 0.000 Init Stage(ft) : 43.600
Group: BASE Warn Stage(ft) : 43.850
j Type: Stage/Area
{It
Stage(ft) Area(ac)
--------------- ---------------
I 43.600 0.0002
1 43.700 0.0011
43.800 0.0044
43.850 0.0064
44.600 0.1095
Name: N-C.22 Base Flow(cfs) : 0.000 Init Stage(ft): 43.600
Group: BASE Warn Stage(ft) : 43.850
Type: Stage/Area
Stage(ft) Area(ac)
43.600 0.0002
43.700 0.0011
43.800 6.0044
43.850 0.0064
44.600 0.1095
Name: N-C.23 Base Flow(cfs) : 0.000 Init Stage(ft): 43.950
Group: BASE Warn Stage(ft): 44.200
Type: Stage/Area
Stage(ft) Area(ac)
} ---------43.950 ---------0.0002
! 94.050 0.0011
44.150 0.0044
44.200 0.0064
` 44.950 0.1095
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 6 of 19

III Midway
Post - Development
Input Nodes
1
❑ Name: N-C.24 Base Flow(cfs) : 0.000 Init Stage(ft): 43.500
Group: BASE Warn Stage(ft): 43.750
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
43.500 0.0002
43.600 0.0011
43.700 0.0044
43.750 0.0064
f44.500 0.1095
1 ❑
Name: N-C.25 Base Flow(cfs) : 0.000 Init Stage(ft): 43.500
Group: BASE Warn Stage(ft): 43.750
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
43.500 0.0002
43.600 0.0011
43.700 0.0044
43.750 0.0064
44.500 0.1095
❑ Name: N-C.3 Base Flow(cfs): 0.000 Init Stage(ft): 43.550
Group: BASE Warn Stage(ft) : 43.800
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
t 43.550 0.0002
Rt 43.650 0.0011
43.750 0.0044
43.800 0.0064
44.550 0.1095
r
❑
Name: N-C.4 Base Flow(cfs) : 0.000 Init Stage(ft) : 43.550
Group: BASE Warn Stage(ft): 43.800
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
( 43.550 0.0002
Cf 43.650 0.0011
43.750 0.0044
43.800 0.0064
44.550 0.1095
Name: N-C., Base Flow(cfs): 0.000 !nit Stage(ft): 44.650
Group: BASE Warn Stage(ft): 44.900
Type: Stage/Area
MCP 09/27/2007
Interconnected Chaimel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 7 of 19

211 Midway
Post - Development
Input Nodes
I
t
Stage(ft) Area(ac)
--------------- ---------------
44.650 0.0002
44.750 0.0006
44.850 0.0022
44.900 0.0032
45.650 0.0548
Name: N-C.6 Base Flow(cfs) : 0.000 Init Stage(ft): 99.800
Group: BASE Warn Stage(ft) : 45.050
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
44.800 0.0002
44.900 0.0006
45.000 0.0022
45.050 0.0032
45.800 0.0548
Name: N-C.7 Base Flow(cfs): 0.000 Init Stage(ft): 99.000
Group: BASE Warn Stage(ft) : 44.250
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
44.000 0.0002
44.100 0.0011
44.200 0.0044
44.250 0.0064
45.000 0.1095
Name: N-C.8 Base Flow(cfs): 0.000 Init Stage(ft): 44.000
Group: BASE Warn Stage(ft): 44.250
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
44.000 0.0002
f 44.100 0.0011
i 44.200 0.0044
I 44.250 0.0064
45.000 0.1095
Name: N-C.9 Base Flow(cfs) : 0.000 Init Stage(ft) : 93.500
Group: BASE Warn Stage(ft) : 43.750
r Type: Stage/Area
i_ Stage(ft) Area(ac)
--------------- ---------------
43.500 0.0002
43.600 0.0022
43.700 0.0087
MCP 09/27/2007
Interconnected Channel and Pond Routing Model([CPR) 02002 Streamline Technologies,Inc. Page 8 of 19

211 Midway
Post - Development
Input Nodes
1
43.750 0.0127
{ 44.500 0.2190
Name: N-D.1 Base Flow(cfs): 0.000 Init Stage(ft): 43.700
Group: BASE Warn Stage(ft): 43.950
Type: Stage/Area
Stage(ft) -------Area(ac)
--------------- ----
43.700 0.0002
43.800 0.0011
I 43.900 0.0044
43.950 0.0064
44.700 0.1095
Name: N-D.2 Base Flow(cfs): 0.000 Init Stage(ft): 43.700
Group: BASE Warn Stage(ft) : 43.950
Type: Stage/Area
----- Stage(ft) Area(ac)
i -------- ---------------
43.700 0.0002
43.800 0.0011
43.900 0.0044
43.950 0.0064
i 44.700 0.1095
Name: N-E.1 Base Flow(cfs) : 0.000 Init Stage(ft): 44.400
Group: BASE Warn Stage(ft): 44.650
Type: Stage/Area
Stage(ft) Area(ac)
t
44.400 0.0002
44.500 0.0011
44.600 0.0044
44.650 0.0064
45.400 0.1095
Name: N-E.2 Base Flow(cfs) : 0.000 Init Stage(ft): 44.400
Group: BASE Warn Stage(ft) : 44.650
Type: Stage/Area
------Stage(ft) -------Area(ac)
44.400 0.0002
44.500 0.0011
44.600 0.0044
44.650 0.0064
45.400 0.1095
n
L Name: N-OUT.1 Base Flow(cfs) : 0.000 Init Stage(ft): 43.500
Group: BASE Warn Stage(ft): 43.750
MCP 09/27/2007
[ Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 9 of 19

211 Midway
Post - Development
Input Nodes
I
Type: Stage/Area
Stage(ft) Area(ac)
43.500 0.0288
43.600 0.1154
44.600 0.1396
❑
Name: N-OUT.2 Base Flow(cfs): 0.000 Init Stage(ft) : 43.800
Group: BASE Warn Stage(ft) : 44.050
fType: Stage/Area
f
Stage(ft) Area(ac)
--------------- ---------------
43.800 0.0288
43.900 0.1154
44.900 0.1396
Name: N-OUT.3 Base Flow(cfs) : 0.000 Init Stage(ft): 43.900
II Group: BASE Warn Stage(ft): 44.150
Type: Stage/Area
Stage(ft) Area(ac)
43.900 0.0288
44.000 0.1154
t 45.000 0.1396
i ❑
Name: N-OUT_4 Base Flow(cfs): 0.000 Init Stage(ft): 43.900
Group: BASE Warn Stage(ft): 44.150
Type: Stage/Area
s
------Stage(ft) - ---- Area(ac)
E 43.900 0.0288
t 94.000 0.1154
45.000 0.1396
O
Name: N-OUT.5 Base Flow(cfs) : 0.000 Init Stage(ft): 93.600
Group: BASE Warn Stage(ft) : 43.850
Type: Stage/Area
r
Stage(ft) Area(ac)
--------------- ---------------
43.600 0.0288
43.700 0.1154
44.700 0.1396
Name: N-OUT.6 Base Flow(cfs): 0.000 Init Stage(ft): 43.600
Group: BASE Warn Stage(ft) : 43.850
Type: Stage/Area
MCP 09/27/2007
Interconnected Channel and Pond Routing Model([CPR) 02002 Streamline Technologies,Inc. Page 10 of 19
L

211 Midway
{ Post - Development
Input Nodes
I
a
---- Stage(ft) Area(ac)
f43.600 0.0288
43.700 0.1154
44.700 0.1396
r ❑
Name: N-OUT.7 Base Flow(cfs) : 0.000 Init Stage(ft): 43.600
Group: BASE Warn Stage(ft): 43.850
Type: Stage/Area
I
Stage(ft) Area(ac)
--------------- ---------------
43.600 0.0288
43.700 0.1154
44.700 0.1396
( Name: N-OUT.8 Base Flow(cfs) : 0.000 Init Stage(ft): 43.400
r Group: BASE Warn Stage(ft): 43.650
I Type: Stage/Area
r Stage(ft) Area(ac)
--------------- ---------------
( 43.400 0.1000
43.500 0.1500
44.500 0.2000
r
Name: N-OUT.9 Base Flow(cfs) : 0.000 Init Stage(ft): 43.500
Group: BASE Warn Stage(ft) : 43.750
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
f 43.500 0.0288
I 43.600 0.1154
( 44.500 0.1396
Name: OUTFALL POINT Base Flow(cfs) : 0.000 Init Stage(ft): 39.000
Group: BASE Warn Stage(ft): 39.010
Type: Time/Stage
Time(hrs) Stage(ft)
----------- --- ---------------39.000
0 36.00 39.000
❑
Name: SD-A..1 Base Flow(cfs) : 0.000 Init Stage(ft): 37.750
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.100
Type:
r
L
( MCP 09/27/2007
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i
211 Midway
Post - Development
Input : Nodes
Stage(ft) Area(ac)
--------------- ---------------
Name: SD-A.2 Base Flow(cfs) : 0.000 Init Stage(ft) : 37.500
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.100
Type-
II
i Stage(ft) Area(ac)
--------------- ---------------
t ❑
Name: SD-A.3 Base Flow(cfs) . 0.000 Init Stage(ft): 39.750
Group: BASE Plunge Factor: 1.00 Warn Stage(ft)• 44.750
Type.
t Stage(ft) Area(ac)
--------------- ---------------
Name: SD-A.4 Base Flow(cfs) : 0.000 Init Stage(ft): 37.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.000
Type.
r
Stage(ft) Area(ac)
--------------- ---------------
Name: SD-A.5 Base Flow(cfs): 0.000 Init Stage(ft): 37.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.800
Type
Stage(ft) Area(ac)
--------------- ---------------
Name: SD-B.1 Base Flow(cfs) : 0.000 Init Stage(ft): 36.500
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 45.450
Type. *****xx*++*+**++ **+ + ***r
Stage(ft) Area(ac)
--------------- ---------------
1 G
Name: SD-B.2 Base Flow(cfs) : 0.000 Init Stage(ft): 32.500
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 43.200
Type *****++ **+*+*+ +**+* + +***
Stage(ft) Area(ac)
--------------- ---------------
Name: SD-C.1 Base Flow(cfs) : 0.000 Init Stage(ft) : 90.000
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Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 12 of 19

i
211 Midwa%
( Post - Development
IInput Nodes
f -
I Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 45.450
Type. + **+******** *** *** + +***
------Stage(ft) -------Area(ac)
r Name: SD-C.10 Base Flow(cfs) : 0.000 Init Stage(ft): 36.200
I Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 44.000
Type *+*+++**+ **+ ++* ***+ ++**
f NCDOT 840.17
1 -----Stage(ft) -------Area(ac)
I Name: SD-C.11 Base Flow(cfs) : 0.000 Init Stage(ft) : 37.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 44.300
Type. * ** *****+*+ +*** *** +***+
------Stage(ft) Area(ac)
------
Name: SD-C.12 Base Flow(cfs) : 0.000 Init Stage(ft): 36.800
i+ Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.300
Type: **+++*** *+ ++*+++ * *++****+
-- ---Stage(ft) Area(ac)
-------
Name: SD-C.13 Base Flow(cfs) : 0.000 Init Stage(ft) : 36.700
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.550
Type.
------Stage(fL) Area(ac)
-------
{ Name: SD-C.14 Base Flow(cfs) : 0.000 Init Stage(ft) : 36.700
lil Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.550
Type: ********+ *+* +*******+* ++*
----- Stage(ft) Area(ac)
- -----
{ ❑
Name: SD-C.15 Base Flow(cfs) : 0.000 Init Stage(ft): 39.500
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.450
Type. *****************************
Stage(ft) Area(ac)
MCP 09/27/2007
�- Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 13 of 19
L

i
211 Midway
Post - Development
Input Nodes
I
--------------- ---------------
Name: SD-C.16 Base Flow(cfs): 0.000 Init Stage(ft): 36.250
I Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 44.550
{I Type +++****x*+ *++**+ +** +
Stage(ft) Area(ac)
--------------- -------
Name: SD-C.17 Base Flow(cfs) : 0.000 Init Stage(ft) : 36.200
Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 44.200
Type ***** ***+*++r+****** ++++
------Stage(ft) Area(ac)
-------
!I ❑
Name: SD-C.18 Base Flow(cfs): 0.000 Init Stage(ft): 36.200
Group: BASE Plunge Factor: 1.00 Warn Stage(fL): 44.200
Types** ++****++* + * ++*+
-- ---Stage(ft) Area(ac)-------
Name: SD-C.19 Base Flow(cfs): 0.000 Init Stage(ft) : 36.100
{ Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 44.000
[f Type.
NCDOT 840.17
------Stage(ft) Area(ac)
---------------
Name: SD-C.2 Base Flow(cfs): 0.000 Init Stage(ft): 39.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.000
Type-
------Stage(ft) Area(ac)
-------
I` ❑
Name: SD-C.20 Base Flow(cfs): 0.000 Init Stage(ft) : 36.100
Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 44.000
Type.
NCDOT 840.17
i ------Stage(ft) Area(ac)
-----
Il ❑
Name: SD-C.21 Base Flow(cfs): 0.000 Init Stage(ft) : 36.750
L Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 44.100
Type
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- Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 14 of 19
L

I
211 Midway
Post - Development
Input Nodes
I
------Stage(ft) Area(ac)
---- ---------------
Name: SD-C.22 Base Flow(cfs): 0.000 Init Stage(ft) : 36.900
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.100
I Type: +x****++ +++ ** *r+**** *ter*
f - Stage(ft) Area(ac)
----- -------
1 ------
❑
Name: SD-C.23 Base Flow(cfs): 0.000 Init Stage(ft): 36.500
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.450
Type: +++**** +**r+ + *+ **+** +xx
------Stage(ft) ------Area(ac)
Ir -------- - -------
Name: SD-C.24 Base Flow(cfs) : 0.000 Init Stage(ft): 36.100
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.000
Type. x*+x** � *****++x • � �k **
NCDOT 840.31
Stage(ft) -- --- Area(ac)
--------------- -------
Name: SD-C.25 Base Flow(cfs): 0.000 Init Stage(ft): 30.500
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.000
fType. ++ *+**** * **+ f+*+ + **
` ------Stage(ft) Area(ac)
-------
Name: SD-C.3 Base Flow(cfs): 0.000 Init Stage(ft): 36.700
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.050
Type- + * *+*++ ++**** ***++* +*+
Stage(ft) Area(ac)
i --------------- ---------------
II ❑
Name: SD-C.4 Base Flow(cfs): 0.000 Init Stage(ft): 36.600
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.050
Type-
----Stage(ft) Area(ac)
-------
C_
MCP 09/27/2007
® Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 15 of 19

211 Midway
Post - Development
Input Nodes
❑
Name: SD-C.5 Base Flow(cfs) : 0.000 Init Stage(ft): 38.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 45.150
Type xxxxxxxxxxxxx+xxxxxxxxxxxxxx
I
Stage(ft) Area(ac)
--------------- ---------------
i Name: SD-C.6 Base Flow(cfs) : 0.000 Init Stage(ft): 36.600
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 45.300
+ Type: xxxxxxxxxxxxxxxxxxxxxxxxxxxx
1
I
Stage(ft) Area(ac)
r
--------------- ---------------
Name: SD-C.7 Base Flow(cfs) : 0.000 Init Stage(ft): 36.500
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.500
Type xxxxxxxxxxxxxxxxxxxxx*xxxxxxx
Stage(ft) Area(ac)
--------------- ---------------
f
Name: SD-C.8 Base Flow(cfs) : 0.000 Init Stage(ft) : 36.500
Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 44.500
Type *xxxxxxxxxxxxxxxxxxxxxxxxxxx
Stage(ft) Area(ac)
a
--------------- ---------------
Name: SD-C.9 Base Flow(cfs): 0.000 Init Stage(ft): 36.200
Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 44.000
i Type +xxxxxxxxxxxxxxxxxxxxxxxx*xxx
I
1 NCDOT 840.17
e
Stage(ft) Area(ac)
I --------------- ---------------
! ❑
Name: SD-D.1 Base Flow(cfs) : 0.000 Init Stage(ft): 39.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.200
Type xx+*xxxxxxxxxxxxxxxxxi+xxxxxx
i� -
f
Stage(ft) Area(ac)
--------------- ---------------
I
Name: SD-D.2 Base Flow(cfs) : 0.000 !nit Stage(ft): 33.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.200
Type xxxxxx*xxxxxxxxxxxxxxxxxxxxxx
1
MCP 09/27/2007
{
`" Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 16 of 19

i
I
211 Midway
Post - Development
Input : Nodes
Stage(ft) Area(ac)
--------------- ---------------
I ❑
Name: SD-E.1 Base Flow(cfs): 0.000 Init Stage(ft): 39.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.900
Type: *++++ ++++++++*++ *+++++++***
I
1 Stage(ft) Area(ac)
--------------- ---------------
i ❑
Name: SD-E.2 Base Flow(cfs): 0.000 Init Stage(ft): 33.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.900
Type ++++++++++++++++++++++*+*++**
I
1 Stage(ft) Area(ac)
--------------- ---------------
1 ❑
Name: SD-OUT.1 Base Flow(cfs): 0.000 Init Stage(ft): 38.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 43.750
Type
Stage(ft) Area(ac)
--------------- ---------------
i ❑
Name: SD-OUT.2 Base Flow(cfs): 0.000 Init Stage(ft): 37.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 44.050
Type
Stage(ft) Area(ac)
--------------- ---------------
r ❑
Name: SD-OUT.3 Base Flow(cfs): 0.000 Init Stage(ft): 36.750
I Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 44.150
Type
Stage(ft) Area(ac)
--------------- ---------------
Name: SD-OUT.4 Base Flow(cfs): 0.000 Init Stage(ft) : 37.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 44.150
Type *++++++++++++++++*+++++++++++
'- Stage(ft) Area(ac)
--------------- ---------------
Name: SD-OUT.5 Base Flow(cfs) : 0.000 Init Stage(ft): 37.200
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 17 of 19

f
211 Midway
Post - Development
Input Nodes
I �
f Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 43.750
1 Type. +* *+ **+ +**+**x* x*+ a++
------Stage(ft) Area(ac)
I ❑
Name: SD-OUT.6 Base Flow(cfs): 0.000 Init Stage(ft): 37.250
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 43.850
Type. ** *++ * **+++ ** ***+ **
Stage(ft) Area(ac)
--------------- ---------------
1 ❑
Name: SD-OUT.7 Base Flow(cfs): 0.000 Init Stage(ft): 39.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft) : 43.850
Type.
s
1 ------Stage(ft) Area(ac)
Name: SD-OUT.8 Base Flow(cfs): 0.000 Init Stage(ft) : 39.000
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 43.650
Type: *+ *+*++ ++***+**++t+*++*+*++
l ------Stage(ft) -------Area(ac)
l ❑
Name: SD-OUT.9 Base Flow(cfs): 0.000 Init Stage(ft) : 38.500
Group: BASE Plunge Factor: 1.00 Warn Stage(ft): 43.750
Type
R
------Stage(ft) -------Area(ac)
E , -------- -------
Name: WET 1 Base Flow(cfs) : 0.000 Init Stage(ft): 39.000
If Group: BASE Warn Stage(ft): 43.000
Type: Stage/Area
{ ------Stage(ft) ------Area(ac)
!t 36.000 1.0000
39.000 1.4920
40.000 1.5860
41.000 1.6820
42.000 1.7790
43.000 1.8780
Name: WET 2 Base Flow(cfs): 0.000 Init Stage(ft): 39.000
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) C2002 Streamline Technologies,Inc. Page 18 of 19
i

l
211 Midway
Post - Development
Input : Nodes
f .
Group: BASE Warn Stage(ft) : 43.000
Type: Stage/Area
4
[ ------Stage(ft) -------Area(ac)
[ 36.000 1.0000
39.000 1.0340
40.000 1.1190
41.000 1.2020
42.000 1.2880
43.000 1.3750
1 Name: WET 3 Base Flow(cfs) : 0.000 Init Stage(ft): 39.000
Group: BASE Warn Stage(ft) : 43.000
Type: Stage/Area
Stage(ft) Area(ac)
--------------- ---------------
36.000 0.2000
39.000 0.3330
40.000 0.3730
41.000 0.4140
42.000 0.4570
i 43.000 0.5010
I
f
L..
1
MCP 09/27/2007
'- Interconnected Channel and Pond Routing Model(ICPR) C2002 Streamline Technologies,Inc. Page 19 of 19
i

�kk
i'
211 Midway
Post - Development
Input Pipes
d'
l
Name: A.1-A.2 From Node: SD-A.1 Length(ft) : 25.00
Group: BASE To Node: SD-A.2 Count: 1
Friction Equation: Average Conveyance
l UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
i Span(in) : 30.00 30.00 Entrance Loss Coef: 0.00
Rise(in) : 30.00 30.00 Exit Loss Coef: 0.00
Invert(ft): 37.750 37.500 Bend Loss Coef: 0.55
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
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
f
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
9
----------------------------------------------------------------------------------------------------
Name: A.2-A.4 From Node: SD-A.2 Length(ft): 36.00
Group: BASE To Node: SD-A.4 Count: I
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in) : 30.00 30.00 Entrance Loss Coef: 0.00
Rise(in) : 30.00 30.00 Exit Loss Coef: 0.00
Invert(ft): 37.500 37.000 Bend Loss Coef: 0.28
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
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
f
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
I Name: A.3-A.4 From Node: SD-A.3 Length(ft): 161.00
Group: BASE To Node: SD-A.4 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in) : 15.00 15.00 Entrance Loss Coef: 0.00
Rise(in): 15.00 15.00 Exit Loss Coef: 0.00
Invert(ft) : 39.750 37.000 Bend Loss Coef: 0.70
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
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
I
1 MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 1 of 14

{
211 Midway
Post - Development
Input : Pipes
i)
_ f
----------------------------------------------------------------------------------------------------
Name: A.4-A.5 From Node: SD-A.4 Length(ft) : 159.00
} Group: BASE To Node: SD-A_5 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow• Both
Span(in) : 36.00 36.00 Entrance Loss Coef: 0.00
Rise(in) : 36.00 36.00 Exit Loss Coef: 0.00
Invert(ft) : 37.000 37.000 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 do
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
' Downstream FHWA Inlet Edge Description:
I Circular: Smooth tapered inlet throat
-----------------------------------------------------------------------------------------------------
Name: B.1-B.2 From Node: SD-B.1 Length(ft): 90.00
Group: BASE To Node: SD-B.2 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow• Both
Span(in): 24.00 24.00 Entrance Loss Coef: 0.00
Rise(in): 24.00 24.00 Exit Loss Coef: 0.00
Invert(ft) : 36.000 36.100 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 do
Bot Clip(in) : 0.000 0.000 Stabilizer option: None
{ Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
i
----------------------------------------------------------------------------------------------------
Name: C.1-C.2 From Node: SD-C.1 I,ength(ft): 58.00
Group: BASE To Node: SD-C.2 Count: 1
Y Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow• Both
Span(in) : 18.00 18.00 Entrance Loss Coef: 0.00
Rise(in) : 18.00 18.00 Exit Loss Coef: 0.00
Invert(ft): 40.000 39.000 Bend Loss Coef: 0.42
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
' Bot Clip(in): 0.000 0.000 Stabilizer Option: None
J
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
MCP 09/27/2007
I(
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 2 of 14
t
I

211 Midway
1� Post - Development
Input : Pipes
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
1 Name: C.10-C.19 From Node: SD-C.10 Length(ft) : 120.00
Group: BASE To Node: SD-C.19 Count: 1
Friction Equation: Average Conveyance
�r UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
IGeometry: Circular Circular Flow: Both
Span(in): 48.00 48.00 Entrance Loss Coef: 0.00
Rise(in): 48.00 48.00 Exit Loss Coef: 0.00
Invert(ft): 36.200 36.100 Bend Loss Coef: 0.00
I 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
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
i Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
Name: C.11-C.12 From Node: SD-C.11 Length(ft): 29.00
Group: BASE To Node: SD-C.12 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 24.00 24.00 Entrance Loss Coef: 0.00
Rise(in): 24.00 24.00 Exit Loss Coef: 0.00
Invert(ft) : 37.000 36.800 Bend Loss Coef: 0.70
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
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
t. Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
Name: C.12-C.13 From Node: SD-C.12 Length(ft): 197.00
Group: BASE To Node: SD-C.13 Count: 1
Friction Equation: Average Conveyance
` UPSTREAM DOWNSTREA14 Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 30.00 30.00 Entrance Loss Coef: 0.00
Rise(in) : 30.00 30.00 Exit Loss Coef: 0.00
Invert(ft) : 36.800 36.700 Bend Loss Coef: 0.61
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
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
,i
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 3 of 14
i

s
211 Midway
Post - Development
Input Pipes
1
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
-� Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
Name: C.13-C.14 From Node: SD-C.13 Length(ft): 12.00
Group: BASE To Node: SD-C.14 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow• Both
Span(in): 36.00 36.00 Entrance Loss Coef: 0.00
y Rise(in): 36.00 36.00 Exit Loss Coef: 0.00
Invert(ft) : 36.700 36.700 Bend Loss Coef: 0.70
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
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
i�
I
--------------------------------------------------------------------
Name: C.14-C.16 From Node• SD-C.14 Len th(ft)• 246.00
Group: BASE To Node: SD-C.16 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 36.00 36.00 Entrance Loss Coef: 0.00
Rise(in) : 36.00 36.00 Exit Loss Coef: 0.00
Invert(ft) : 36.700 36.250 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 do
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
i
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
Name: C.15-C.16 From Node: SD-C.15 Len th(ft) : 12.00
Group: BASE To Node: SD-C.16 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
I Geometry: Circular Circular Flow• Both
Span(in): 15.00 15.00 Entrance Loss Coef: 0.00
Rise(in): 15.00 15.00 Exit Loss Coef: 0.00
Invert(ft): 39.500 38.000 Bend Loss Coef: 0.70
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
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
MCP 09/27/2007
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Ii
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Input Pipes
�•{r
1
Upstream FHWA Inlet Edge Description:
jCircular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
)
I
----------------------------------------------------
Name: C.16-C.17 From Node: SD-C.16 Length(ft) : 28.00
Group: BASE To Node: SD-C.17 Count: 1
iFriction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 36.00 36.00 Entrance Loss Coef: 0.00
Rise(in): 36.00 36.00 Exit Loss Coef: 0.00
1 Invert(ft) : 36.250 36.200 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 do
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
Name: C.17-C.18 From Node: SD-C.17 Length(ft): 31.00
Group: BASE To Node: SD-C.18 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 36.00 36.00 Entrance Loss Coef: 0.00
Rise(in) : 36.00 36.00 Exit Loss Coef: 0.00
Invert(ft): 36.200 36.200 Bend Loss Coef: 0.15
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
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
i Upstream FHWA Inlet Edge Description:
j` Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
Name: C.18-C.19 From Node: SD-C.18 Length(ft) : 92.00
Group: BASE To Node: SD-C.19 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in) : 42.00 42.00 Entrance Loss Coef: 0.00
i Rise(in) : 42.00 42.00 Exit Loss Coef: 0.00
Invert(ft) : 36.200 36.100 Bend Loss Coef: 0.70
i
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f
211 Midway
Post - Development
Input Pipes
)
1
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
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
f
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
i Circular: Smooth tapered inlet throat
I
( ----------------------------------------------------------------------------------------------------
l Name: C.19-C.20 From Node: SD Length(ft) : 12D.00
Group: BASE To Node: SD-C.20 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
j Span(in): 54.00 54.00 Entrance Loss Coef: 0.00
Rise(in) : 54.00 54.00 Exit Loss Coef: 0.00
Invert(ft): 36.100 36.100 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 do
BoL Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------
------------------------------------------------
Name: C.2-C.9 From Node: SD-C.2 Length(ft) : 120.00
Group: BASE To Node: SD-C.9 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 18.00 18.00 Entrance Loss Coef: 0.00
Rise(in) : 18.00 18.00 Exit Loss Coef: 0.00
Invert(ft) : 39.000 36.250 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 do
iBot Clip(in): 0.000 0.000 Stabilizer Option: None
t
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
• Name: C.20-C.24 From Node: SD-C.20 Length(ft) : 60.00
Group: BASE To Node: SD-C.24 Count: 1
Friction Equation: Average Conveyance
j UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
1{ Geometry: Circular Circular Flow: Both
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 6 of 14
1
_ 6

i
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Post - Development
Input : Pipes
Span(in): 54.00 54.00 Entrance Loss Coef: 0.00
Rise(in) : 54.00 54.00 Exit Loss Coef: 0.00
Invert(ft) : 36.100 36.100 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 do
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
N
f -------------------------------------------------------------------- ------ ------------------------
Name: C.21-C.23 From Node: SD-C.21 Length(ft): 64.00
Group: BASE To Node: SD-C.23 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 30.00 30.00 Entrance Loss Coef: 0.00
Rise(in): 30.00 30.00 Exit Loss Coef: 0.00
Invert(ft) : 36.750 36.500 Bend Loss Coef: 0.38
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
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
I
I
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
i
Downstream FHWA Inlet Edge Description:
Circular: Smooth Lapered inlet throat
----------------------------------------------------------------------------------------------------
Name: C.22-C.21 From Node: SD-C.22 Length(ft): 27.00
Group: BASE To Node: SD-C.21 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in) : 30.00 30.00 Entrance Loss Coef: 0.00
Rise(in) : 30.00 30.00 Exit Loss Coef: 0.00
Invert(ft): 36.900 36.750 Bend Loss Coef: 0.70
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
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
t Circular: Smooth tapered inlet throat
` ----------------------------------------------------------------------------------------------------
j Name: C.23-C.24 From Node: SD-C.23 Length(ft): 319.00
I Group: BASE To Node: SD-C.24 Count: 1
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Input Pipes
i
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 36.00 36.00 Entrance Loss Coef: 0.00
Rise(in): 36.00 36.00 Exit Loss Coef: 0.00
Invert(ft): 36.500 36.100 Bend Loss Coef: 0.70
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
I� Bot Clip(in): 0.000 0.000 Stabilizer Option: None
t
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
I ----------------------------------------------------------------------------------------------------
Name: C.24-C.25 From Node: SD-C.24 Length(ft): 46.00
Group: BASE To Node: SD-C.25 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
If Geometry: Circular Circular Flow: Both
Span(in) : 54.00 54.00 Entrance Loss Coef: 0.00
Rise(in) : 54.00 54.00 Exit Loss Coef: 0.00
Invert(ft): 36.100 36.000 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 do
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
J
R Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
i
----------------------------------------------------------------------------------------------------
j Name: C.3-C.4 From Node: SD-C.3 Length(ft) : 39.00
Group: BASE To Node: SD-C.4 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 30.00 30.00 Entrance Loss Coef: 0.00
Rise(in) : 30.00 30.00 Exit Loss Coef: 0.00
Invert(ft) : 36.700 36.600 Bend Loss Coef: 0.70
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
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
s Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
C
M
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Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 8 of 14
P

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Input Pipes
i ------------------------------------------------------------------
i Name: C.4-C.7 From Node: SD-C.4 Length(ft): 42.00
Group: BASE To Node: SD-C.7 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 36.00 36.00 Entrance Loss Coef: 0.00
Rise(in): 36.00 36.00 Exit Loss Coef: 0.00
Invert(ft): 36.600 36.500 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 do
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
i Circular: Smooth tapered inlet throat
I
----------------------------------------------------------------------------------------------------
Name: C.5-C.6 From Node: SD-C.5 Length(ft): 147.00
Group: BASE To Node: SD-C.6 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
i Span(in): 15.00 15.00 Entrance Loss Coef: 0.00
Rise(in): 15.00 15.00 Exit Loss Coef: 0.00
Invert(ft): 38.000 36.600 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 do
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
f ----------------------------------------------------------------------------------------------------
Name: C.6-C.7 From Node: SD-C.6 Length(ft): 38.00
Group: BASE To Node: SD-C.7 Count: 1
Friction Equation: Average Conveyance
I UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
j Geometry: Circular Circular Flow: Both
Span(in) : 36.00 36.00 Entrance Loss Coef: 0.00
Rise(in): 36.00 36.00 Exit Loss Coef: 0.00
Invert(ft): 36.600 36.500 Bend Loss Coef: 0.42
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
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
MCP 09/27/2007
�r
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 9 of 14

�j
I
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Input : Pipes
}
----------------------------------------------------------------------------------------------------
Name: C.7-C.8 From Node: SD-C.7 Length(ft) : 30.00
Group: BASE To Node: SD-C.8 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
1 Span(in): 36.00 36.00 Entrance Loss Coef: 0.00
Rise(in): 36.00 36.00 Exit Loss Coef: 0.00
Invert(ft): 36.500 36.500 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 do
i Bot Clip(in): 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
1 Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
Name: C.8-C.9 From Node: SD-C.8 Length(ft) : 106.00
Group: BASE To Node: SD-C.9 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 36.00 36.00 Entrance Loss Coef: 0.00
Rise(in): 36.00 36.00 Exit Loss Coef: 0.00
Invert(ft): 36.500 36.250 Bend Loss Coef: 0.22
' 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
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
i
I Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
Name: C.9-C.10 From Node: SD-C.9 Length(ft) : 120.00
Group: BASE To Node: SD-C.10 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in) : 48.00 48.00 Entrance Loss Coef: 0.00
Rise(in): 48.00 48.00 Exit Loss Coef: 0.00
Invert(ft): 36.200 36.200 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 do
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
f
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
}
IMCP 09/27/2007
t Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 10 of 14
I

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Input Pipes
i
Downstream FHWA Inlet Edge Description: w
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
Name: D.1-D.2 From Node: SD-D.1 Length(ft): 30.00
Group: BASE To Node: SD-D.2 Count: 1
a Friction Equation: Average Conveyance
(I UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 24.00 24.00 Entrance Loss Coef: 0.00
Rise(in) : 24.00 24.00 Exit Loss Coef: 0.00
Invert(ft): 39.000 38.000 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 do
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
( Circular: Smooth tapered inlet throat
Y ----------------------------------------------------------------------------------------------------
Name: E.1-E.2 From Node: SD-E.1 Length(ft) : 39.00
Group: BASE To Node: SD-E.2 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 24.00 24.00 Entrance Loss Coef: 0.00
Rise(in): 24.00 24.00 Exit Loss Coef: 0.00
Invert(ft): 39.000 38.500 Bend Loss Coef: 0.70
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
` Bot Clip(in): 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
1
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
Name: OUT.1-A.1 From Node: SD-OUT.1 Length(ft) . 31.00
Group: BASE To Node: SD-A.1 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 30.00 30.00 Entrance Loss Coef: 0.00
Rise(in): 30.00 30.00 Exit Loss Coef: 0.00
Invert(ft): 38.000 37.750 Bend Loss Coef: 0.00
6 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
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
1
4.
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211 Midway
Post - Development
Input : Pipes
IUpstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
I -----------------------------------------------------------
-----------------------------------------
Name: OUT.2-C.3 From Node: SD-OUT.2 Length(ft) : 25.00
Group: BASE To Node: SD-C.3 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in) : 24.00 24.00 Entrance Loss Coef: 0.00
Rise(in): 24.00 24.00 Exit Loss Coef: 0.00
Invert(ft) : 37.000 36.700 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 do
Bot Clip(in): 0.000 0.000 Stabilizer Option: None
I
Upstream FHWA Inlet Edge Description:
i
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
i
----------------------------------------------------------------------------------------------------
Name: OUT.3-C.6 From Node: SD-OUT.3 Length(ft): 25.00
Group: BASE To Node: SD-C.6 Count: 1
i Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 30.00 30.00 Entrance Loss Coef: 0.00
Rise(in) : 30.00 30.00 Exit Loss Coef: 0.00
Invert(ft) : 36.750 36.600 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 do
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
f
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
I
Downstream FHWA Inlet Edge Description:
} Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
Name: OUT.4-C.12 From Node: SD-OUT.4 Length(ft): 25.00
Group: BASE To Node: SD-C.12 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in): 30.00 30.00 Entrance Loss Coef: 0.00
Rise(in): 30.00 30.00 Exit Loss Coef: 0.00
Invert(ft) : 37.000 36.800 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 do
1 MCP 09/27/2007
! Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 12 of 14

211 Midway
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Input Pipes
1
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
} Circular: Smooth tapered inlet throat
Y
----------------------------------------------------------------------------------------------------
Name: OUT.5-C.22 From Node: SD-OUT.5 Length(ft): 27.00
Group: BASE To Node: SD-C.22 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in) : 24.00 24.00 Entrance Loss Coef: 0.00
Rise(in) : 24.00 24.00 Exit Loss Coef: 0.00
Invert(ft) : 37.200 36.900 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 do
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
i
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
j Name: OUT.6-C.21 From Node: SD-OUT.6 Length(ft) : 25.00
Group: BASE To Node: SD-C.21 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in) : 24.00 24.00 Entrance Loss Coef: 0.00
Rise(in) : 24.00 24.00 Exit Loss Coef: 0.00
Invert(ft) : 37.250 36.750 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 do
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
----------------------------------------------------------------------------------------------------
Name: OUT.7-D.1 From Node: SD-OUT.7 Length(ft): 25.00
Group: BASE To Node: SD-D.1 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in) : 24.00 24.00 Entrance Loss Coef: 0.00
Rise(in) : 24.00 24.00 Exit Loss Coef: 0.00
MCP 09/27/2007
f Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 13 of 14
.l

211 Midway
Post - Development
Input : Pipes
Invert(ft) : 39.000 39.000 Bend Loss Coef: 0.00
j 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
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
-------------------------------------------------------------------------------------------------
Name• OUT.8-E.1 From Node: SD-OUT.8 Len th ft 113.00
Group: BASE To Node: H-BOX 2B Count: 1
Friction Equation: Average Conveyance
I UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in) : 24.00 24.00 Entrance Loss Coef: 0.00
Rise(in) : 24.00 24.00 Exit Loss Coef: 0.00
Invert(ft) : 39.000 32.500 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 do
Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
c
----------------------------------------------------------------------------------------------------
Name: OUT.9-A.2 From Node: SD-OUT.9 Length(ft): 20.00
!) Group: BASE To Node: SD-A.2 Count: 1
Friction Equation: Average Conveyance
UPSTREAM DOWNSTREAM Solution Algorithm: Automatic
Geometry: Circular Circular Flow: Both
Span(in) : 24.00 24.00 Entrance Loss Coef: 0.00
Rise(in): 24.00 24.00 Exit Loss Coef: 0.00
Invert(ft) : 38.500 38.400 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 do
} Bot Clip(in) : 0.000 0.000 Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
f
1
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 14 of 14

}
211 Midway
Post - Development
Input Weirs
Name: CS-1 STAGE ONE From Node: WET 1
( Group: BASE To Node: OUTFALL POINT
Flow. Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 18.00
111 Rise(in): 0.75
Invert(ft): 39.000
Control Elevation(ft): 39.000
E TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: CS-1 STAGE TWO From Node: WET 1
Group: BASE To Node: OUTFALL POINT
Flow: Both Count.: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 420.00
Rise(in): 99999.00
Invert(ft): 39.750
Control Elevation(ft): 39.750
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
-----------------------------------------
----------------------------------------------
-------------
Name: GRATE 2A From Node: H-BOX 2A
Group: BASE To Node: WET 1
Flow: Both Count: 1
' Type: Horizontal Geometry: Rectangular
Span(in) . 64.00
Rise(in): 64.00
Invert(ft): 39.000
Control Elevation(ft) : 39.000
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: GRATE 2B From Node: H-BOX_ 2B
Group: BASE To Node: WET 1
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 64.00
}I Rise(in) : 64.00
Invert(ft): 39.000
Control Elevation(ft) : 39.000
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 1 of 23

211 Midway
Post - Development
Input Weirs
1
r
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
------------- --------------------------------------------------------------------------------------
Name: GRATE 3 A From Node: D-BOX W3 A
Group: BASE To Node: WET 1
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 48.00
Rise(in): 48.00
Invert(ft): 39.000
i Control Elevation(ft): 39.000
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
f Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: GRATE 3 B From Node: D-BOX W3 B
Group: BASE To Node: WET 1
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 48.00
{ Rise(in) : 48.00
i lnvert(ft) : 39.000
Control Elevation(ft): 39.000
TABLE
Bottom Clip(in) : 0.000
S Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
' ----------------------------------------------------------------------------------------------------
Name: INLET A.1 HOR From Node: N-A.1
Group: BASE To Node: SD-A.1
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 35.50
Rise(in) : 29.13
Invert(ft) : 43.500
I Control Elevation(ft) : 43.500
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
Name: INLET A.1 VERT From Node: N-A.1
Group: BASE To Node: SD-A.1
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
ISpan(in): 35.50
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 2 of 23
t

211 Midway
Post - Development
Input Weirs
r
Rise(in) : 11.00
Invert(ft): 43.500
Control Elevation(ft) : 43.500
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
II
i
----------------------------------------------------------------------------------------------------
Name: INLET A.2 HOR From Node: N-A.2
Group: BASE To Node: SD-A.2
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in): 29.13
Invert(ft): 43.500
Control Elevation(ft): 43.500
i TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
Name: INLET A.2 VERT From Node: N-A.2
r Group: BASE To Node: SD-A.2
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft): 43.500
Control Elevation(ft): 43.500
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET A.3 HOR From Node: N-A.3
Group: BASE To Node: SD-A.3
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
j Rise(in) : 29.13
Invert(ft) : 44.250
I Control Elevation(ft) : 44.250
TABLE
Bottom Clip(in) : 0.000
I Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
.I
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 3 of 23
I

211 Midway
} Post - Development
I11 Input Weirs
Name: INLET A.3 VERT From Node: N-A.3
Group: BASE To Node: SD-A.3
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft): 44.250
Control Elevation(ft) : 44.250
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET A.4 HOR From Node: N-A.4
Group: BASE To Node: SD-A.4
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 35.50
Rise(in) : 29.13
Invert(ft) : 43.500
Control Elevation(ft) : 43.500
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
{ ----------------------------------------------------------------------------------------------------
Name: INLET A.4 VERT From Node: N-A.4
Group: BASE To Node: SD-A.4
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft): 43.500
Control Elevation(ft) : 43.500
TABLE
Bottom Clip(in): 0.000
Top Clip(in) : 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
` Name: INLET A.5 HOR From Node: N-A.5
j Group: BASE To Node: SD-A.5
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
I Span(in) : 35.50
Rise(in) : 29.13
Invert(ft) . 44.300
Control Elevation(ft) : 44.300
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 0.000
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 4 of 23
s

211 Midway
Post - Development
Input Weirs
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
r
----------------------------------------------------------------------------------------------------
_ Name: INLET A.5 VERT From Node• N-A.5
Group: BASE To Node: SD-A.5
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft): 44.300
Control Elevation(ft): 44.300
j! Bottom Clip(in): 0.000 TABLE
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
1
----------------------------------------------------------------------------------------------------
Name: INLET B.1 HOR From Node: N-B.1
Group: BASE To Node: SD-B_1
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 35.50
Rise(in) : 29.13
Invert(ft) : 44.950
Control Elevation(ft) : 44.950
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 0.000
1 Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
i
i
----------------------------------------------------------------------------------------------------
Name: INLET B.1 VERT From Node: N-B.1
Group: BASE To Node: SD-B.1
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in) : 35.50
Rise(in): 11.00
i Invert(ft) : 44.950
Control Elevation(ft): 44.950
} TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
I Name: INLET B.2 HOR From Node: N-B.2
P---------------------------------------------------------------------------------------
Grou BASE To Node: SD-B.2
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
ISpan(in): 35.50
MCP 09/27/2007
J Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 5 of 23
I

211 Midway
Post - Development
Input Weirs
Rise(in): 29.13
Invert(ft): 42.700
Control Elevation(ft): 42.700
TABLE
Bottom Clip(in) : 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
}
----------------------------------------------------------------------------------------------------
Name: INLET B.2 VERT From Node: N-B.2
Group: BASE To Node: SD-B.2
j Flow: Both Count: 1
II Type: Vertical: Mavis Geometry: Rectangular
Span(in) : 35.50
Rise(in) : 11.00
Invert(ft) : 42.700
Control Elevation(ft) : 42.700
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
f Name: INLET C.1 HOR From Node: N-C.1
Group: BASE To Node: SD-C.1
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
j RJse(ir.) : 29.13
Invert(ft): 45.050
Control Elevation(ft): 45.050
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
fOrifice Discharge Coef: 0.600
1
----------------------------------------------------------------------------------------------------
Name: INLET C.1 VERT From Node: N-C.1
i Group: BASE To Node: SD-C.1
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in) : 11.00
Invert(ft): 45.050
Control Elevation(ft) : 45.050
TABLE
Bottom Clip(in): 0.000
I Top Clip(in): 2.500
1 Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
`f MCP 09/27/2007
V
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 6 of 23

211 Midway
Post - Development
Input Weirs
Name: INLET C.10 GRAT From Node: N-C.10
Group: BASE To Node: SD-C.10
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 24.00
Rise(in): 46.50
Invert(ft): 43.500
Control Elevation(ft): 43.500
f TABLE
I Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.11 HOR From Node: N-C.11
+ Group: BASE To Node: SD-C.11
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in): 29.13
Invert(ft): 43.800
Control Elevation(ft): 43.800
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
--------------------------
-----------------------------------------------------------------------
Name• 1NLET C.11 VERT From Node: N-C.11
Group: BASE To Node: SD-C.11
Flow: Both Count: 1
iType: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft): 43.800
Control Elevation(ft): 43.800
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
1
----------------------------------------------------------------------------------------------------
Name: INLET C.12 HOR From Node: N-C.12
Group: BASE To Node: SD-C.12
Flow: Both Count: 1
Type: Horizontal Geometry:. Rectangular
Span(in): 35.50
Rise(in): 29.13
Invert(ft): 43.800
Control Elevation(ft): 43.800
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 7 of 23

211 Midway
l Post - Development
IInput Weirs
Weir Discharge Coef: 3.200
111 Orifice Discharge Coef: 0.600
-----------------------------------------------------------------------------------------
Name: INLET C.12 VERT From Node: N-C.12
Group: BASE To Node: SD-C.12
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
I
Span(in): 35.50
Rise(in): 11.00
Invert(ft): 43.800
Control Elevation(ft): 43.800
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
1
i
-----------------------------------------------------------------------------------------------------
Name: INLET C.13 HOR From Node: N-C.13
Group: BASE To Node: SD-C.13
+ Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in): 29.13
Invert(ft): 44.050
Control Elevation(ft): 44.050
TABLE
Bottom Clip(in) : 0.000
i Top Clip(in) : 0.000
i Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
1 ----------------------------------------------------------------------------------------------------
Name: INLET C.13 VERT From Node: N-C.13
Group: BASE To Node: SD-C.13
+ Flow: Both Count: 1
IType: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft) : 44.050
Control Elevation(ft) : 44.050
TABLE
Bottom Clip(in) : 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
------------p=--------------------------------------------------------------------------------------
Name: INLET C.14 HOR From Node: N-C.14
Grou SASE To Node: SD-C.19
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
l
Span(in) : 35.50
MCP 09/27/2007
( Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc, Page 8 of 23
I

211 Midway
Post - Development
Input Weirs
Rise(in): 29.13
Invert(ft): 44.050
Control Elevation(ft) : 44.050
TABLE
j Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
! ----------------------------------------------------------------------------------------------------
Name: INLET C.14 VERT From Node: N-C.14
Group: BASE To Node: SD-C.14
j Flow: Both Count: 1
(` Type: Vertical: Mavis Geometry: Rectangular
Span(in) : 35.50
Rise(in) : 11.00
Invert(ft) : 44.050
Control Elevation(ft) : 44.050
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.15 HOR From Node: N-C.15
Group: BASE To Node: SD-C.15
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
1 Rise(in): 29.13
Invert(ft): 44.050
Control Elevation(ft): 44.050
� TABLE
I Bottom Clip(in) : 0.000
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.15 VERT From Node: N-C.15
Group: BASE To Node: SD-C.15
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
f Rise(in): 11.00
Invert(ft) : 44.050
Control Elevation(ft) : 44.050
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
MCP 09/27/2007
( Interconnected Channel and Pond Routing Model gCPR) ©2002 Streamline Technologies,Inc. Page 9 of 23
_f

_ 211 Midway
Post - Development
Input Weirs
I Name: INLET C.16 HOR From Node: N-C.16
Group: BASE To Node: SD-C.16
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 35.50
Rise(in) : 29.13
Invert(ft) : 44.050
I Control Elevation(ft) : 44.050
TABLE
Bottom Clip(in) : 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
! Orifice Discharge Coef: 0.600
I
----------------------------------------------------------------------------------------------------
Name: INLET C.16 VERT From Node: N-C.16
Group: BASE To Node: SD-C.16
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in) : 11.00
Invert(ft): 44.050
Control Elevation(ft) : 44.050
TABLE
Bottom Clip(in) : 0.000
f Top Clip(in) : 2.500
{{ Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.17 HOR From Node: N-C.17
Group: BASE To Node: SD-C.17
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
i
Span(in) : 35.50
Rise(in) : 29.13
Invert(ft) : 43.700
j Control .Elevation(ft): 43.700
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.17 VERT From Node: N-C.17
`I Group: BASE To Node: SD-C.17
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
I Span(in) : 35.50
Rise(in): 11.00
Invert(ft): 43.700
Control Elevation(ft): 43.700
TABLE
i Bottom Clip(in): 0.000
Top Clip(in) : 2.500
MCP 09/27/2007
{� Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 10 of 23
I

211 Midway
j Post - Development
iI Input Weirs
i
f
Weir Discharge Coef: 3.200
11 Orifice Discharge Coef: 0.600
1 _____ _____ ____ ___ ____ _____ _____
_ ______
Name: INLET C.18_ __ _ _HOR From_Node:_N-C.18 ___ _ _____________________
Group: BASE To Node: SD-C.18
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
' Span(in): 35.50
Rise(in) : 29.13
Invert(ft) : 43.700
Control Elevation(ft) : 43.700
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.18 VERT From Node: N-C.18
Group: BASE To Node: SD-C.18
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
1 Rise(in): 11.00
Invert(ft) : 43.700
Control Elevation(ft): 43.700
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
i
1 ----------------------------------------------------------------------------------------------------
Name: INLET C.19 GRAT From Node: N-C.19
Group: BASE To Node: SD-C.19
i Flow: Both Count: 1
JI Type: Horizontal Geometry: Rectangular
Span(in): 24.00
Rise(in): 46.50
Invert(ft): 43.500
Control Elevation(ft): 43.500
TABLE
Bottom Clip(in) : 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
4 Orifice Discharge Coef: 0.600
I ------------p=---------------------------- ----------------------------------------
Name: INLET C.2 HOR From Node: N-C.2
Grou BASE To Node: SD-C.2
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 35.50
MCP 09/27/2007
li Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 11 of 23

211 Midway
Post - Development
Input Weirs
Rise(in): 29.13
Invert(ft): 43.500
Control Elevation(ft) : 43.500
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.2 VERT From Node: N-C.2
Group: BASE To Node: SD-C.2
i Flow: Both Count: 1
t Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft): 43.500
Control Elevation(ft): 43.500
TABLE
Bottom Clip(in) : 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.20 GRAT From Node: N-C.20
Group: BASE To Node: SD-C.20
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 24.00
Rise(in): 46.50
Invert(ft) : 43.500
Control Elevation(ft) : 43.500
TABLE
! Bottom Clip(in) : 0.000
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
IOrifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.21 HOR From Node: N-C.21
Group: BASE To Node: SD-C.21
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
I Rise(in): 29.13
)I Invert(ft) : 43.600
Control Elevation(ft) : 43.600
TABLE
Bottom Clip(in) : 0.000
Top Clip(in): 0.000
! Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
MCP 09/27/2007
I
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 12 of 23
l

211 Midway
Post - Development
Input Weirs
1
Name: INLET C.21 VERT From Node: N-C.21
Group: BASE To Node: SD-C.21
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in) : 35.50
Rise(in): 11.00
Invert(ft) : 43.600
Control Elevation(ft) : 43.600
TABLE
( Bottom Clip(in): 0.000
Top Clip(in) : 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
------------------------
-------------------------------------------------------
i Name: INLET C.22 HOR From Node: N-C.22
Group: BASE To Node: SD-C.22
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in) : 29.13
Invert(ft) : 43.600
Control Elevation(ft): 43.600
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
------------------------------------------------------------
-----------------
Name: INLET C.22 VERT From Node: N-C.22
Group: BASE To Node: SD-C.22
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft) : 43.600
Control Elevation(ft): 43.600
TABLE
Bottom Clip(in): 0.000
Top Clip(in) : 2.500
I Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------
Name: INLET C.23 HOR From Node: N-C.23
Group: BASE To Node: SD-C.23
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
I Span(in) : 35.50
Rise(in): 29.13
Invert(ft) : 43.950
Control Elevation(ft) : 43.950
TABLE
Bottom Clip(in) : 0.000
Top Clip(in): 0.000
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 13 of 23

I 211 Midway
Post - Development
Input Weirs
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
-----------------------------------------------------------------------------------------
Name: INLET C.23 VERT From Node: N-C.23
Group: BASE To Node: SD-C.23
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in) : 11.00
Invert(ft): 43.950
Control Elevation(ft): 43.950
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
------------------------------------------------------------------------------------
Name: INLET C.24 HOR From Node: N-C.24
Group: BASE To Node: SD-C.24
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in): 29.13
Invert(ft): 43.500
Control Elevation(ft): 43.500
TABLE
Bottom Clip(in): 0.000
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
-------------------------------------------------------------------------------
Name: INLET C.24 VERT From Node: N-C.24
Group: BASE To Node: SD-C.24
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft): 43.500
Control Elevation(ft) : 43.500
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
} Weir Discharge Coef: 3.200
J Orifice Discharge Coef: 0.600
--------------------------------------------------
Name: INLET C.25 HOR From Node: N-C.25
Group: BASE To Node: SD-C.25
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 35.50
f� MCP 09/27/2007
1
Interconnected Channel and Pond RoutnZg Model(ICPR) 02002 Streamline Technologies,Inc. Page 14 of 23
)
1

i
III Midway
Post - Development
Input Weirs
Rise(in): 29.13
Invert(ft): 43.500
Control Elevation(ft): 43.500
J Bottom Clip(in): 0.000 TABLE
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
I
--------------------------------------------------------------------------------------------------
Name: INLET C.25 VERT From Node: N-C.25
j Group: BASE To Node: SD-C.25
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft): 43.500
Control Elevation(ft): 43.500
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
j Orifice Discharge Coef: 0.600
--------------------------------------------------------------------------------
Name: INLET C.3 HOR From Node: N-C.3
Group: BASE To Node: SD-C.3
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in): 29.13
Invert(ft): 43.550
Control Elevation(ft): 43.550
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
-----------------------------------------------------------------------------------------------
( Name: INLET C.3 VERT From Node: N-C.3
Group: BASE To Node: SD-C.3
1 Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
i Span(in): 35.50
Rise(in): 11.00
Invert(ft): 43.550
Control Elevation(ft) : 43.550
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
l ______________________________________ _-__--__-_____-___-__________________________________
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 15 of 23

I
211 Midway
Post - Development
Input Weirs
I
Name: INLET C.4 HOR From Node: N-C.4
Group: BASE To Node: SD-C.4
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 35.50
Rise(in) : 29.13
Invert(ft) : 43.550
Control Elevation(ft): 43.550
TABLE
Bottom Clip(in): 0.000
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
I
---------------------------------------------------------------------------------------------
Name: INLET C.4 VERT From Node: N-C.4
Group: BASE To Node: SD-C.4
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in) : 35.50
Rise(in) : 11.00
Invert(ft): 43.550
Control Elevation(ft): 43.550
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
---------------------------------------------------------------------------------------------
Name: INLET C.5 HOR From Node: N-C.5
Group: BASE To Node: SD-C.5
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in): 29.13
Invert(ft) : 44.650
I Control Elevation(ft): 44.650
Bottom Clip(in) : 0.000 TABLE
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
---------------------------------------------------------
-------------------------------------------
Name: INLET C.5 VERT From Node: N-C.5
Group: BASE To Node: SD-C.5
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
li Rise(in) : 11.00
Invert(ft) : 44.650
Control Elevation(ft): 44.650
TABLE
11 Bottom Clip(in): 0.000
Top Clip(in): 2.500
MCP 09/27/2007
Interconnected Charnel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 16 of 23
,I

�i
211 Midway
Post - Development
Input Weirs
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.6 HOR From Node: N-C.6
Group: BASE To Node: SD-C.6
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in): 29.13
Invert(ft): 44.800
Control Elevation(ft): 44.800
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.6 VERT From Node: N-C.6
Group: BASE To Node: SD-C.6
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft): 44.800
Control Elevation(ft): 44.800
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.7 HOR From Node: N-C.7
Group: BASE To Node: SD-C.7
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in): 29.13
Invert(ft) : 44.000
Control Elevation(ft): 44.000
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
( Orifice Discharge Coef: 0.600
Name: INLET C.7 VERT From Node: N-C.7
Group: BASE To Node: SD-C.7
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 17 of 23
_;

-1
211 Midway
Post - Development
Input Weirs
_1
Rise(in): 11.00
Invert(ft): 44.000
Control Elevation(ft) : 44.000
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
--------------------------------------------------------------
Name: INLET C.8 HOR From Node: N-C.8
Group: BASE To Node: SD-C.8
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in): 29.13
Invert(ft): 44.000
Control Elevation(ft): 44.000
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.8 VERT From Node: N-C.8
Group: BASE To Node: SD-C.8
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft): 44.000
i
Control Elevation(ft): 44.000
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET C.9 GRATE From Node: N-C.9
Group: BASE To Node: SD-C.9
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 24.00
Rise(in): 46.50
Invert(ft) : 43.500
Control Elevation(ft) : 43.500
TABLE
Bottom Clip(in) : 0.000
1 Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 18 of 23
I

211 Midway
Post - Development
Input Weirs
} Name: INLET D.1 HOR From Node: N-D.1
Group: BASE To Node: SD-D.1
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in) : 29.13
Invert(ft): 43.700
Control Elevation(ft) : 43.700
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
i
! Name: INLET D.1 VERT From Node: N-D.1
Group: BASE To Node: SD-D.1
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in) : 11.00
Invert(ft): 43.700
Control Elevation(ft): 43.700
TABLE
Bottom Clip(in) : 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
-------------------------------------------------------------
--------------------
Name: INLET D.2 HOR From Node: N-D.2
Group: BASE To Node: SD-D.2
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in) : 29.13
Invert(ft) : 43.700
Control Elevation(ft): 43.700
i TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
I
I
----------------------
-------------------------------------------------------------
Name: INLET D.2 VERT From Node: N-D.2
Group: BASE To Node: SD-D.2
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in): 11.00
Invert(ft): 43.700
Control Elevation(ft): 43.700
ti Bottom Clip(in) : 0.000 TABLE
1 Top Clip(in) : 2.500
y MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 19 of 23
f

._.� 211 Midway
Post - Development
Input Weirs
I
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
-------------------------------------------------- -------------------------------------------------
Name: INLET E.1 HOR From Node: N-E.1
Group: BASE To Node: SD-E.1
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 35.50
Rise(in) : 29.13
Invert(ft) : 44.400
Control Elevation(ft) : 44.400
TABLE
Bottom Clip(in) : 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET E.1 VERT From Node: N-E.1
Group: BASE To Node: SD-E.1
Flow: Both Count: 1
Type: Vertical: Mavis Geometry: Rectangular
Span(in): 35.50
Rise(in) : 11.00
Invert(ft) : 44.400
Control Elevati-on(ft) : 44,400
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET E.2 HOR From Node: N-E.2
Group: BASE To Node: SD-E.2
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 35.50
Rise(in) : 29.13
Invert(ft) : 44.400
Control Elevation(ft) : 44.400
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
j Weir Discharge Coef: 3.200
II Orifice Discharge Coef: 0.600
-------------------------------------------- -------------------------------------------------------
Name: INLET E.2 VERT From Node: N-E.2
Group: BASE To Node: SD-E.2
Flow: Both Count: 1
I+ Type: Vertical: Mavis Geometry: Rectangular
t Span(in): 35.50
( MCP 09/27/2007
i
Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 20 of 23

( 211 Midway
Post - Development
1
Input : Weirs
r
i
Rise(in) : 11.00
Invert(ft): 44.400
Control Elevation(ft): 44.400
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 2.500
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET OUT.1 GRA From Node: N-OUT.1
Group: BASE To Node: SD-OUT.1
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 24.00
Rise(in): 46.50
Invert(ft): 43.500
Control Elevation(ft): 43.500
TABLE
Bottom Clip(in) : 0.000
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
} Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET OUT.2 GRA From Node: N-OUT.2
Group: BASE To Node: SD-OUT.2
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 24.00
Rise(in): 46.50
Invert(ft): 43.800
Control Elevation(ft): 43.800
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET OUT.3 GRA From Node: N-OUT.3
Group: BASE To Node: SD-OUT.3
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 24.00
Rise(in) . 46.50
Invert(ft): 43.900
Control Elevation(ft): 43.900
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
---------------------------------------------------------------------------------------------------
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 21 of 23

i
_ 211 Midway
Post - Development
Input Weirs
!i
f
'1
)� Name: INLET OUT.4 GRA From Node: N-OUT.4
Group: BASE To Node: SD-OUT.4
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 24.00
t Rise(in) : 46.50
Invert(ft) : 43.900
Control Elevation(ft) . 43.900
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET OUT.5 GRA From Node: N-OUT.5
Group: BASE To Node: SD-OUT.5
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 24.00
Rise(in) : 46.50
Invert(ft): 43.600
Control Elevation(ft) : 43.600
TABLE
Bottom Clip(in): 0.000
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
` -----------------------------------------------------------------------------------------
Name: INLET OUT.6 GRA From Node: N-OUT.6
Group: BASE To Node: SD-OUT.6
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in) : 24.00
Rise(in) : 49.00
Invert(ft): 43.600
Control Elevation(ft): 43.600
+ TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
--------------------
Name: INLET OUT.7 GRA From Node: N-OUT.7
Group: BASE To Node: SD-OUT.7
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 24.00
Rise(in) : 46.50
Invert(ft): 43.600
Control Elevation(ft): 43.6C0
TABLE
Bottom Clip(in): 0.000
Top Clip(in): 0.000
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 22 of 23

211 Midway
Post - Development
Input Weirs
i
3
i
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
n
i ----------------------------------------------------------------------------------------------------
Name: INLET OUT.8 GRA From Node: N-OUT.8
Group: BASE To Node: SD-OUT.8
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
r
Span(in): 24.00
Rise(in): 46.50
Invert(ft): 43.400
Control Elevation(ft): 43.400
TABLE;
Bottom Clip(in) : 0.000
Top Clip(in): 0.000
Weir Discharge Coef: 3.200
( Orifice Discharge Coef: 0.600
----------------------------------------------------------------------------------------------------
Name: INLET OUT.9 GRA From Node: N-OUT-9
Group: BASE To Node: SD-017.9
Flow: Both Count: 1
Type: Horizontal Geometry: Rectangular
Span(in): 24.00
Rise(in): 46.50
Invert(ft): 43.500
Control Elevation(ft): 43.500
TABLE
Bottom Clip(in): 0.000
Top Clip(in) : 0.000
Weir Discharge Coef: 3.200
Orifice Discharge Coef: 0.600
r
(
r
I
MCP 09/27/2007
-f Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 23 of 23

211 Midway
Post - Development
I Input Drop-Structures
' I
M Name: DS 2A From Node: WET 2 Length(ft) : 249.00
Group: BASE To Node: H-BOX 2A Count: 2
UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance
Geometry: Circular Circular Solution Algorithm: Automatic
Span(in): 30.00 30.00 Flow: Both
Rise(in): 30.00 30.00 Entrance Loss Coef: 0.000
Invert(ft): 32.500 31.500 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
Bot Clip(in): 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
NCDOT Concrete Junction Box (840.31)
i 64" x 64"
*** Weir 1 of 1 for Drop Structure DS 2A ***
TABLE
Count: 1 Bottom Clip(in): 0.000
Type: Horizontal Top Clip(in): 0.000
Flow: Both Weir Disc Coef: 3.200
Geometry: Rectangular Orifice Disc Coef: 0.600
Span(in) : 64.00 Invert(ft): 39.000
Rise(in) : 64.00 Control Elev(ft) : 39.000
-----------------------------------------------------------------------------------------------------
Name: DS 2B From Node: WET 2 Length(ft) : 249.00
Group: BASE To Node: H-BOX 2B Count: 2
i
UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance
Geometry: Circular Circular Solution Algorithm: Automatic
Span(in) : 30.00 30.00 Flow: Both
Rise(in) : 30.00 30.00 Entrance Loss Coef: 0.000
Invert(ft) : 32.500 31.500 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
Bot Clip(in): 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
NCDOT Concrete Junction Box (840.31)
64" x 64"
*** Weir 1 of 1 for Drop Structure DS 2B ***
TABLE
Count: 1 Bottom Clip(in): 0.000
Type: Horizontal Top Clip(in) : 0.000
Flow: Both Weir Disc Coef: 3.200
Geometry: Rectangular Orifice Disc Coef: 0.600
Span(in): 64.00 Invert(ft) : 39.000
Rise(in): 64.00 Control Elev(ft): 39.000
----------------------------------------------------------------------------------------------------
Name: W3-W1 A From Node: WET 3 Length(ft) : 267.00
Group: BASE To Node: D-BOX W3 A Count: 1
MCP 09/27/2007
f Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 1 of 5
I

i
211 Midway
Post - Development
Input Drop-Structures
A
I
1
,) UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance
Geometry: Circular Circular Solution Algorithm: Automatic
Span(in): 36.00 36.00 Flow Both
Rise(in): 36.00 36.00 Entrance Loss Coef: 0.000
Invert(ft) :. 32.000 31.500 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
Bot Clip(in): 0.000 0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Groove end w/ headwall
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
NCDOT Concrete Junction Box (840.31)
48" x 48"
*** Weir 1 of 1 for Drop Structure W3-W1 A ***
TABLE
Count: 1 Bottom Clip(in) : 0.000
Type: Horizontal Top Clip(in): 0.000
Flow: Both Weir Disc Coef: 3.200
Geometry: Rectangular Orifice Disc Coef: 0.600
Span(in): 48.00 Invert(ft) : 39.000
�1 Rise(in): 48.00 Control Elev(ft) : 39.000
----------------------------------------------------------------------------------------------------
Name: W3-W1 B From Node: WET 3 Length(ft): 267.00
Group: BASE To Node: D-BOX W3 B Count: 1
UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance
Geometry. Circular Circular Solution Algorithm: Automatic
Span(in): 36.00 36.00 Flow: Both
Rise(in) : 36.00 36.00 Entrance Loss Coef: 0.000
Invert(ft): 32.000 31.500 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
Bot Clip(in) : 0.000 0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Groove end w/ headwall
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
NCDOT Concrete Junction Box (840.31)
48" x 48"
i
*** Weir 1 of 1 for Drop Structure W3-W1 B ***
TABLE
Count: 1 Bottom Clip(in): 0.000
Type: Horizontal Top Clip(in) : 0.000
Flow: Both Weir Disc Coef: 3.200
Geometry: Rectangular Orifice Disc Coef: 0.600
Span(in): 46.00 Invert(ft) : 39.000
Rise(in): 48.00 Control Elev(ft) : 39.000
-----------------------------------------------------------------------------------------------------
r
Name: WET 1 BUBBLER C From Node: WET 2 Length(ft): 20.00
Group: BASE To Node: SD-C.25 Count: 1
A
IUPSTREAM DOWNSTREAM Friction Equation: Average Conveyance
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 2 of 5
I

211 Midway
Post - Development
{ Input Drop-Structures
1'
1
i'
1
( Geometry: Circular Circular Solution Algorithm: Automatic
Span(in) : 54.00 54.00 Flow: Both
Rise(in) : 54.00 54.00 Entrance Loss Coef: 0.000
^ Invert(ft) : 30.500 30.500 Exit Loss Coef: 0.000
I` 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
1 Bot Clip(in) : 0.000 0.000
( Upstream FHWA Inlet Edge Description:
( Circular Concrete: Groove end w/ headwall
)
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
NCDOT Concrete Junction Box (840.31)
70" x 70"
*** Weir 1 of 1 for Drop Structure WET 1 BUBBLER C ***
TABLE
Count: 1 Bottom Clip(in) : 0.000
Type: Horizontal Top Clip(in): 0.000
Flow: Both Weir Disc Coef: 3.200
Geometry: Rectangular Orifice Disc Coef: 0.600
Span(in) : 70.00 Invert(ft) : 39.000
Rise(in): 70.00 Control Elev(ft) : 39.000
----------------------------------------------------------------------------------------------------
Name: WET 1 BUBBLER D From Node: WET 2 Length(ft): 70.00
Group: BASE To Node: SD-D.2 Count: 1
UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance
Geometry: Circular Circular Solution Algorithm: Automatic
Span(in): 24.00 24.00 Flow: Both
Rise(in): 24.00 24.00 Entrance Loss Coef: 0.000
Invert(ft) : 33.000 33.000 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
Bot Clip(in): 0.000 0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Groove end w/ headwall
I Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
NCDOT Standard Inlet Box (840.14)
36" x 24"
*** Weir 1 of 1 for Drop Structure WET 1 BUBBLER D ***
TABLE
Count: 1 Bottom Clip(in) : 0.000
Type: Horizontal Top Clip(in): 0.000
Flow: Both Weir Disc Coef: 3.200
Geometry: Rectangular Orifice Disc Coef: 0.600
I Span(in): 36.00 Invert(ft) : 39.000
!!! Rise(in): 24.00 Control Elev(ft) : 39.000
----------------------------------------------------------------------------------------------------
r.
Name: WET 1 BUBBLER E From Node: WET 2 Length(ft) : 110.00
Group: BASE To Node: SD-E.2 Count: 1
UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance
Geometry: Circular Circular Solution Algorithm: Automatic
j Span(in) : 24.00 24.00 Flow: Both
MCP 09/27/2007
1 Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 3 of 5
r
9

1
211 Midway
Post - Development
Input Drop-Structures
I
Rise(in): 24.00 24.00 Entrance Loss Coef: 0.000
Invert(ft): 33.000 33.000 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
Bot Clip(in) : 0.000 0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Groove end w/ headwall
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
NCDOT Standard Inlet Box (840.14)
36" x 24"
*** Weir 1 of 1 for Drop Structure WET 1 BUBBLER E ***
TABLE
Count: 1 Bottom Clip(in): 0.000
Type: Horizontal Top Clip(in) : 0.000
Flow: Both Weir Disc Coef: 3.200
Geometry: Rectangular Orifice Disc Coef: 0.600
Span(in) : 36.00 Invert(ft) : 39.000
Rise(in) : 24.00 Control Elev(ft) : 39.000
'y ----------------------------------------------------------------------------------------------------
Name: WET 3 BUBBLER A From Node: WET 3 Length(ft) : 258.00
Group: BASE To Node: SD-A.5 Count: 1
i
UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance
Geometry: Circular Circular Solution Algorithm: Automatic
Span(in): 36.00 36.00 Flow: Both
Rise(in): 36.00 36.00 Entrance Loss Coef: 0.000
Invert(ft): 32.000 37.000 Exit Loss Coef: 0.000
j 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
Bot Clip(in): 0.000 0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Groove end w/ headwall
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
NCDOT Concrete Inlet Type 'A" (840.17)
44" x 24"
*** Weir 1 of 1 for Drop Structure WET 3 BUBBLER A ***
TABLE
Count: 1 Bottom Clip(in): 0.000
Type: Horizontal Top Clip(in) : 0.000
1 Flow: Both Weir Disc Coef: 3.200
Geometry: Rectangular Orifice Disc Coef: 0.600
Span(in) : 44.00 Invert(ft): 39.000
f Rise(in). 24.00 Control Elev(ft): 39.000
----------------------------------------------------------------------------------------------------
Name: WET 3 BUBBLER B From Node: WET 3 Length(ft) : 47.00
Group: BASE To Node: SD-B.2 Count: 1
UPSTREAM DOWNSTREAM Friction Equation: Average Conveyance
Geometry: Circular Circular Solution Algorithm: Automatic
Span(in) : 30.00 30.00 Flow: Both
i Rise(in): 30.00 30.00 Entrance Loss Coef: 0.000
Invert(ft): 32.500 32.500 Exit Loss Coef: 0.000
f MCP 09/27,2007
.II
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 4 of 5
1

211 Midway
Post - Development
Input Drop-Structures
i
(
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
Bot Clip(in) : 0.000 0.000
Upstream FHWA Inlet Edge Description:
Circular Concrete: Groove end w/ headwall
Downstream FHWA Inlet Edge Description:
Circular: Smooth tapered inlet throat
NCDOT Standard Concrete Inlet Box (840.14)
' 36" x 24"
*** Weir 1 of 1 for Drop Structure WET 3 BUBBLER B ***
TABLE
Count: 1 Bottom Clip(in): 0.000
Type: Horizontal Top Clip(in): 0.000
Flow: Both Weir Disc Coef: 3.200
Geometry. Rectangular Orifice Disc Coef: 0.600
Span(in): 36.00 Invert(ft): 39.000
Rise(in): 24.00 Control Elev(ft): 39.000
t
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Interconnected Channel and Pond Routing Model(ICPR) C2002 Streamline Technologies,Inc. Page 5 of 5

I
211 Midwa;
Post - Development
Node Comparison Report : All Storm Events
(Outfall Point and Wetlands)
- � Max Warning Max Delta Max Surf Max Max
Name Simulation Stage Stage Stage Area Inflow Outflow
ft ft ft ft2 Cfs Cfs
OUTFALL POINT 001YR-24HR 39.00 39.01 0.0000 0 43.282 0.000
OUTFALL POINT 002YR-24HR 39.00 39.01 0.0000 0 67.754 0.000
OUTFALL POINT 005YR-24HR 39.00 39.01 0.0000 0 101.095 0.000
OUTFALL POINT 010YR-24HR 39.00 39.01 0.0000 0 125.775 0.000
OUTFALL POINT 025YR-24HR 39.00 39.01 0.0000 0 142.909 0.000
OUTFALL POINT 050YR-24HR 39.00 39.01 0.0000 0 155.563 0.000
OUTFALL POINT 100YR-24HR 39.00 39.01 0.0000 0 170.296 0.000
` WET 1 001YR-24HR 40.27 43.00 0.0003 70207 53.131 42.272
WET 1 002YR-24HR 40.45 43.00 0.0004 70957 75.544 65.763
WET 1 005YR-24HR 40.66 43.00 0.0005 71844 106.026 97.731
NET 1 010YR-24HR 40.80 43.00 0.0004 72433 129.128 121.147
i WET 1 025YR-24HR 40.89 43.00 0.0004 72816 145.009 137.268
WET 1 050YR-24HR 40.96 43.00 0.0004 73083 156.430 148.922
WET 1 100YR-24HR 41.03 43.00 0.0005 73376 169.601 162.013
WET 2 001YR-24HR 40.43 43.00 0.0003 50304 7.628 45.867
WET 2 002YR-24HR 40.76 43.00 0.0008 51485 9.861 68.269
WET 2 005YR-24HR 41.22 43.00 0.0009 53193 13.468 21.325
WET 2 OIOYR-24HR 41.61 43.00 0.0007 54633 16.818 60.995
WET 2 025YR-24HR 41.89 43.00 0.0008 55680 19.577 44.346
WET 2 050YR-24HR 42.07 43.00 0.0009 56383 22.049 49.344
WET 2 100YR-24HR 42.28 43.00 0.0010 57151 25.332 76.977
WET 3 001YR-24HR 40.33 43.00 0.0003 16832 7.079 3.536
WET 3 002YR-24HR 40.57 43.00 0.0005 17275 9.397 6.808
WET 3 005YR-24HR 40.93 43.00 0.0007 17903 13.207 11.464
WET 3 010YR-24HR 41.23 43.00 0.0006 18462 16.731 16.100
WET 3 025YR-24HR 41.47 43.00 0.0007 18923 19.660 19.945
WET 3 050YR-24HR 41.66 43.00 0.0008 19274 22.287 23.346
WET 3 100YR-24HR 41.88 43.00 0.0010 19678 25.775 23.546
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MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 1 of 1

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211 Midway
' Post - Development
Link Comparison Report : All Storm Events
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
Cfs Cfs ft ft
A.1-A.2 001YR-24HR 25.510 27.445 40.621 40.612
A.1-A.2 002YR-24HR 25.276 28.396 41.115 41.100
A.1-A.2 005YR-24HR 25.295 23.986 41.931 41.905
j A.1-A.2 010YR-24HR 25.324 24.398 42.740 42.700
I A.1-A.2 025YR-24HR 25.345 24.491 43.424 43.371
A.1-A.2 050YR-24HR 25.349 24.008 43.773 43.719
A.1-A.2 100YR-24HR 25.366 23.921 44.070 44.019
A.2-A.4 OOIYR-24HR 17.416 21.539 40.612 40.542
A.2-A.4 002YR-24HR 18.945 24.829 41.100 40.985
A.2-A.4 005YR-24HR 17.159 24.735 41.905 41.701
A.2-A.4 010YR-24HR 18.229 24.654 42.700 42.393
A.2-A.4 025YR-24HR 20.713 24.930 43.371 42.976
A.2-A.4 050YR-24HR 21.762 24.725 43.719 43.298
A.2-A.4 100YR-24HR 22.476 25.021 44.019 43.582
A.3-A.4 001YR-24HR 0.901 -0.737 40.556 40.542
A.3-A.4 002YR-24HR 0.922 -0.679 41.016 40.985
A.3-A.4 005YR-24HR 1.091 0.743 41.758 41.701
A.3-A.4 010YR-24HR 1.326 -0.840 42.478 42.393
A.3-A.4 025YR-24HR 1.536 -0.691 43.089 42.976
A.3-A.4 050YR-24HR 1.723 -0.675 43.437 43.298
A.3-A.4 100YR-24HR 1.964 0.771 43.757 43.582
A.4-A.5 OOIYR-24HR 10.339 -3.2.329 40.542 40.477
A.4-A.5 002YR-24HR 12.803 -12.328 40.985 40.875
A.4-A.5 005YR-24HR 16.807 -13.048 41.701 41.502
A.4-A.5 010YR-24HR 20.413 -12.311 42.393 42.092
A.4-A.5 025YR-24HR 23.177 -12.374 42.976 42.585
! A.4-A.5 050YR-24HR 24.446 -12.355 43.298 42.877
A.4-A.5 100YR-24HR 25.009 -12.353 43.5B2 43.152
B.1-B.2 001YR-24HR 0.782 0.547 40.337 40.336
! B.1-B.2 002YR-24HR 1.174 0.547 40.592 40.591
B.1-B.2 005YR-24HR 1.288 0.547 40.962 40.958
6.1-13.2 OIOYR-24HR 1.565 0.547 41.283 41.278
B.1-B.2 025YR-24HR 1.795 0.547 41.547 41.539
B.1-B.2 050YR-24HR 2.004 0.547 41.754 41.743
B.1-B.2 IOOYR-24HR 2.284 0.547 42.003 41.989
C.1-C.2 001YR-24HR 2.817 3.345 41.156 41.153
C.1-C.2 002YR-24HR 2.806 -3.246 41.335 41.333
C.1-C.2 005YR-24HR 2.803 -3.326 42.292 42.285
i C.1-C.2 010YR-24HR 2.789 -3.326 43.208 43.198
C.1-C.2 025YR-24HR 2.784 -3.325 43.700 43.687
C.1-C.2 050YR-24HR 2.790 -3.321 43.949 43.935
C.1-C.2 100YR-24HR 2.776 -3.319 44.181 44.168
C.10-C.19 001YR-24HR 21.622 -45.496 41.078 41.087
C.10-C.19 002YR-24HR 20.699 -39.039 41.251 41.257
j C.10-C.19 005YR-24HR 50.439 -44.883 42.167 42.092
C.10-C.19 010YR-24HR 50.498 -31.725 43.019 42.906
C.10-C.19 025YR-24HR 50.599 29.034 43.465 43.334
C.10-C.19 050YR-24HR 50.665 29.202 43.713 43.580
C.10-C.19 100YR-24HR 50.677 28.540 43.956 43.827
C.11-C.12 001YR-24HR 4.432 -10.360 41.302 41.301
C.11-C.12 002YR-24HR 4.549 -10.364 41.626 41.623
j C.11-C.12 005YR-24HR 4.552 -10.379 42.820 42.815
1 C.11-C.12 OIOYR-24HR 7.284 -9.623 43.955 43.949
C.11-C.12 025YR-24HR 4.518 -10.349 44.389 44.383
C.11-C.12 050YR-24HR 7.277 -9.608 44.646 44.641
C.11-C.12 100YR-24HR 4.549 -10.367 44.915 44.912
C.12-C.13 001YR-24HR 9.046 2.413 41.301 41.237
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J Link Comparison Report : All Storm Events
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
I Cfs Cfs ft ft
C.12-C.13 002YR-24HR 8.632 2.406 41.623 41.520
C.12-C.13 005YR-24HR 9.693 -2.762 42.815 42.639
C.12-C.13 010YR-24HR 11.639 -3.305 43.949 43.702
1 C.12-C.13 025YR-24HR 13.779 -2.795 44.383 44.152
C.12-C.13 050YR-24HR 15.423 -3.165 44.641 44.413
C.12-C.13 100YR-24HR 15.677 -2.577 44.912 44.677
C.13-C.14 001YR-24HR 17.961 -25.990 41.237 41.219
C.13-C.14 002YR-24HR 9.623 19.562 41.520 41.489
C.13-C.14 005YR-24HR 83.292 -17.723 42.639 42.582
C.13-C.14 010YR-24HR 83.814 -18.261 43.702 43.618
C.13-C.14 025YR-24HR 83.279 -17.599 44.152 44.073
C.13-C.14 050YR-24HR 83.815 -17.640 44.413 44.334
C.13-C.14 100YR-24HR 83.277 18.660 44.677 44.595
I
C.14-C.16 001YR-24HR 14.765 -3.943 41.219 41.160
C.14-C.16 002YR-24HR 14.585 -3.404 41.489 41.392
C.14-C.16 005YR-24HR 14.464 5.465 42.582 42.415
C.14-C.16 010YR-24HR 16.334 5.550 43.618 43.379
C.14-C.16 025YR-24HR 17.319 5.790 44.073 43.837
C.14-C.16 050YR-24HR 17.576 5.671 44.334 44.099
C.14-C.16 100YR-24HR 17.635 5.661 44.595 44.354
C.15-C.16 OOIYR-24HR 3.320 -3.012 41.172 41.160
C.15-C.16 002YR-24HR 3.331 -3.015 41.413 41.392
C.15-C.16 005YR-24HR 3.248 2.474 42.448 42.415
C.15-C.16 010YR-24HR 3.474 3.794 43.429 43.379
C.15-C.16 025YR-24HR 3.515 4.273 43.905 43.837
C.15-C.16 050YR-24HR 3.477 -4.371 44.180 44.099
C.15-C.16 100YR-24HR 3.534 4.348 44.441 44.354
C.16-C.17 001YR-24HR 11.640 -15.593 41.160 41.128
C.16-C.17 002YR-24HR 14.388 -15.079 41.392 41.329
C.16-C.17 005YR-24HR 16.783 -13.545 42.415 42.306
C.16-C.17 OIOYR-24HR 44.713 -14.143 43.379 43.220
C.16-C.17 025YR-24HR 21.481 -14.445 43.837 43.670
C.16-C.17 050YR-24HR 44.741 -13.625 44.099 43.928
C.16-C.17 IOOYR-24HR 22.238 -16.102 44.354 44.179
C.17-C.18 001YR-24HR 44.310 -10.388 41.128 41.049
C.17-C.18 002YR-24HR 44.139 -10.912 91.329 41.258
C.17-C.18 005YR-24HR 44.038 -14.450 42.306 42.181
C.17-C.18 010YR-24HR 21.277 -14.510 43.220 43.038
C.17-C.18 025YR-24HR 44.263 -14.342 43.670 43.476
C.17-C.18 050YR-24HR 23.072 -14.507 43.928 43.727
C.17-C.18 100YR-24HR 43.898 -14.552 44.179 43.976
C.18-C_19 OOIYR-24HR 18.942 38.076 41.049 41.087
C.18-C.19 002YR-24HR 16.254 27.951 41.258 41.257
C.18-C.19 005YR-24HR 30.990 38.268 42.181 42.092
C.18-C.19 OIOYR-24HR 31.025 -36.720 43.038 42.906
C.18-C.19 025YR-24HR 31.140 -40.429 43.476 43.334
C.18-C.19 050YR-24HR 31.214 -35.178 43.727 43.580
C.18-C.19 100YR-24HR 31.227 22.052 43.976 43.827
C.19-C.20 001YR-24HR 130.486 -35.081 41.087 40.648
C.19-C.20 002YR-24HR 131.462 -37.974 41.257 41.123
C.19-C.20 005YR-24HR 130.565 -39.718 42.092 41.930
C.19-C.20 010YR-24HR 129.955 -31.787 42.906 42.667
C.,19-C.20 025YR-24HR 130.033 37.629 43.334 43.066
C.19-C.20 050YR-24HR 129.051 39.222 43.580 43.307
C.19-C.20 100YR-24HR 129.455 -33.792 43.827 43.556
C.2-C.9 001YR-24HR 1.972 2.311 41.153 41.149
C.2-C.9 002YR-24HR 2.108 2.266 41.333 41.328
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ILink Comparison Report : All Storm Events
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
cfs cfs ft ft
C.2-C.9 005YR-24HR 2.541 2.092 42.285 42.232
C.2-C.9 010YR-24HR 2.553 2.322 43.198 43.117
C.2-C.9 025YR-24HR 2.594 1.852 43.687 43.579
C.2-C.9 050YR-24HR 2.806 2.301 43.935 43.828
! C.2-C.9 100YR-24HR 2.963 2.326 44.168 44.070
I
C.20-C.24 OOIYR-24HR 0.022 53.994 40.648 41.098
C.20-C.24 002YR-24HR 41.503 62.057 41.123 41.282
C.20-C.24 005YR-24HR 216.519 -95.968 41.930 41.783
C.20-C.24 OIOYR-24HR 213.996 -88.074 42.667 42.449
1 C.20-C.24 025YR-24HR 217.820 -96.650 43.066 42.824
C.20-C.24 050YR-24HR 217.169 -94.417 43.307 43.060
C.20-C.24 100YR-24HR 218.158 -93.977 43.556 43.309
C.21-C.23 001YR-24HR 10.587 -12.250 41.130 41.037
C.21-C.23 002YR-24HR 13.209 -12.152 41.360 41.208
C.21-C.23 005YR-24HR 15.332 -12.212 42.338 42.084
C.21-C.23 OIOYR-24HR 18.619 -12.217 43.287 42.904
C.21-C.23 025YR-24HR 20.385 -12.397 43.737 43.322
C.21-C.23 050YR-24HR 21.032 -12.233 43.991 43.566
C.21-C.23 100YR-24HR 21.194 -12.115 44.263 43.825
C.22-C.21. 001YR-24HR 19.730 20.117 41.151 41.130
C.22-C.21 002YR-24HR 18.522 19.376 41.400 41.360
C.22-C.21 005YR-24HR 10.860 -13.269 42.409 42.338
C.22-C.21 010YR-24HR 20.057 20.286 43.397 43.287
C.22-C.21 025YR-24HR 19.552 19.643 43.854 43.737
C.22-C.21 050YR-24HR 19.384 16.250 44.114 43.991
C.22-C.21 100YR-24HR 18.246 20.174 44.394 44.263
C.23-C.24 OOIYR-24HR 6.516 -14.249 41.037 41.098
C.23-C.24 002YR-24HR 14.898 10.933 41.208 41.282
C.23-C.24 005YR-24HR 23.327 -15.151 42.084 41.783
C.23-C.24 010YR-24HR 23.269 8.751 42.904 42.449
C.23-C.24 025YR-24HR 23.550 -8.614 43.322 42.824
C.23-C.24 050YP-24HR 23.545 9.243 43.566 43.060
C.23-C.24 100YR-24HR 23.660 15.330 43.825 43.309
C.24-C.25 OOIYR-24HR 237.448 -13.369 41.098 40.404
C.24-C.25 002YR-24HR 254.706 -38.830 41.282 40.922
C.24-C.25 005YR-24HR 245.908 122.998 41.783 41.525
C.24-C.25 OIOYR-24HR 249.198 113.985 42.449 42.063
C.24-C.25 025YR-24HR 250.964 118.587 42.824 42.407
N C.24-C.25 050YR-24HR 254.075 123.712 43.060 42.631
C.24-C.25 100YR-24HR 258.740 119.639 43.309 42.870
C.3-C.4 001YR-24HR 6.582 -5.103 41.261 41.233
C.3-C.4 002YR-24HR 6.584 -4.860 41.458 41.436
C.3-C.4 005YR-24HR 6.592 -5.713 42.507 42.470
E C.3-C.4 010YR-24HR 7.412 -4.418 43.534 43.477
C.3-C.4 025YR-24HR 8.692 -5.764 44.032 43.973
C.3-C.4 050YR-24HR 10.500 -5.339 44.277 44.220
C.3-C.4 100YR-24HR 10.950 -6.007 44.530 44.470
C.4-C.7 001YR-24HR 50.906 15.561 41.233 41.239
C.4-C.7 002YR-24HR 50.789 -15.631 41.436 41.424
C.4-C.7 005YR-24HR 50.636 12.939 42.470 42.447
C.4-C.7 010YR-24HR 50.552 11.875 43.477 43.441
1 C.4-C.7 025YR-24HR 50.513 -18.544 43.973 43.937
C.4-C.7 050YR-24HR 50.590 -14.681 44.220 44.185
C.4-C.7 100YR-24HR 50.580 -14.581 44.470 44.434
C.5-C.6 001YR-24HR 0.860 0.481 41.261 41.236
C.5-C.6 002YR-24HR 0.980 0.511 41.465 41.439
C.5-C.6 005YR-24HR 1.022 0.714 42.514 42.473
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Link Comparison Report All Storm Events
t
f
S
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
1 Cfs Cfs ft ft
i
C.5-C.6 OIOYR-24HR 1.155 0.651 43.541 43.479
C.5-C.6 025YR-24HR 1.386 0.651 44.064 43.984
C.5-C.6 050YR-24HR 1.551 0.623 44.324 44.234
C.5-C.6 100YR-24HR 1.767 0.604 44.584 44.482
i C.6-C.7 001YR-24HR 53.923 14.831 41.236 41.239
C.6-C.7 002YR-24HR 53.745 -14.213 41.439 41.424
C.6-C.7 005YR-24HR 53.562 -16.183 42.473 42.447
C C.6-C.7 010YR-24HR 53.460 -14.210 43.479 43.441
C.6-C.7 025YR-24HR 53.417 -18.626 43.984 43.937
C.6-C.7 050YR-24HR 53.504 12.639 44.234 44.185
C.6-C.7 100YR-24HR 53.495 -16.001 44.482 44.434
C.7-C.8 OOIYR-24HR 15,311 9.725 41.239 41.175
t C.7-C.8 002YR-24HR 15.352 10.250 41.424 41.375
C.7-C.8 005YR-24HR 15.257 10.724 42.447 42.363
C.7-C.8 010YR-24HR 17.706 11.064 43.441 43.314
C.7-C.8 025YR-24HR 19.282 10.269 43.937 43.797
C.7-C.8 050YR-24HR 19.915 10.779 44.185 44.045
C.7-C.8 100YR-24HR 20.506 10.671 44.434 44.290
C.8-C.9 OOIYR-24HR 19.476 8.632 41.175 41.149
C.8-C.9 002YR-24HR 19.205 9.062 41.375 41.328
C.8-C.9 005YR-24HR 19.088 -10.656 42.363 42.232
C.8-C.9 010YR-24HR 19.279 8.143 43.314 43.117
C.8-C.9 U25YR-24HR 19.997 7.694 43.797 43.579
C.8-C.9 050YR-24HR 20.421 -9.211 44.045 43.828
C.8-C.9 100YR-24HR 20.906 10.932 44.290 44.070
C.9-C.10 OOIYR-24HR 54.751 -28.383 41.149 41.078
C.9-C.10 002YR-24HR 54.579 -31.945 41.328 41.251
C.9-C.10 005YR-24HR 53.738 -51.998 42.232 42.167
C.9-C.10 OIOYR-24HR 53.548 -31.965 43.117 43.019
C.9-C.10 025YP-24HR 53.848 -33.829 43.579 43.465
C.9-C.10 050YR-24HR 53.755 32.264 43.828 43.713
C.9-C.1.0 100YR-24HR 53.770 -26.735 44.070 43.956
CS-1 STAGE ONE 001YR-24HR 0.502 0.000 40.268 39.000
CS-1 STAGE ONE 002YR-24HR 0.537 0.000 40.447 39.000
CS-1 STAGE ONE 005YR-24HR 0.576 0.000 40.660 39.000
CS-1 STAGE ONE 010YR-24HR 0.600 0.000 40.800 39.000
CS-1 STAGE ONE 025YR-24HR 0.615 0.000 40.892 39.000
CS-1 STAGE ONE 050YR-24HR 0.626 0.000 40.956 39.000
CS-1 STAGE ONE 100YR-24HR 0.637 0.000 41.026 39.000
CS-1 STAGE TWO OOIYR-24HR 41.771 0.020 40.268 39.000
CS-1 STAGE TWO 002YR-24HR 65.226 0.049 40.447 39.000
CS-1 STAGE TWO 005YR-24HR 97.155 0.057 40.660 39.000
CS-1 STAGE TWO 010YR-24HR 120.547 0.050 40.800 39.000
CS-1 STAGE TWO 025YR-24HR 136.653 0.060 40.892 39.000
CS-1 STAGE TWO 050YR-24HR 148.296 0.065 40.956 39.000
CS-1 STAGE TWO 100YR-24HR 161.375 0.072 41.026 39.000
1 D.1-D.2 OOIYR-24HR 3.518 -0.024 40.535 40.458
` D.1-D.2 002YR-24HR 10.626 -11.396 40.812 40.810
D.1-D.2 005YR-24HR 10.767 -10.608 41.364 41.313
D.1-D.2 010YR-24HR 10.631 10.839 41.817 41.738
D.1-D.2 025YR-24HR 10.650 -10.572 42.148 42.036
D_1-D.2 050YR-24HR 10.566 -10.498 42.416 42.263
! D.1-D.2 100YR-24HR 10.444 -10.463 42.764 42.550
DS 2A 001YR-24HR 14.348 -0.007 40.432 40.299
DS 2A 002YR-24HR 20.798 0.016 40.758 40.490
DS 2A 005YR-24HR 29.231 0.023 41.223 40.719
DS 2A OIOYR-24HR 35.402 0.020 41.607 40.871
r
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j, Link Comparison Report All Storm Events
y
.I
I'
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
Cfs Cfs ft ft
DS 2A 025YR-24HR 39.461 0.020 41.886 40.974
DS 2A 050YR-24HR 41.961 0.019 42.073 41.048
DS 2A 100YR-24HR 44.523 0.019 42.276 41.128
DS 2B OOIYR-24HR 13.596 1.039 40.432 40.308
DS 2B 002YR-24HR 20.115 1.044 40.758 40.505
DS 2B 005YR-24HR 28.588 1.036 41.223 40.744
DS 2B 010YR-24HR 34.536 0.971 41.607 40.909
DS 2B 025YR-24HR 38.594 0.985 41.886 41.027
DS 2B 050YR-24HR 41.250 0.962 42.073 41.110
DS 2B IOOYR-24HR 43.877 0.949 42.276 41.207
E.1-E.2 001YR-24HR 0.165 -0.003 40.435 40.432
E.1-E.2 002YR-24HR 8.352 12.347 40.756 40.765
E.1-E.2 005YR-24HR 8.338 12.358 41.225 41.227
E.1-E.2 OIOYR-24HR 8.376 12.395 41.610 41.612
E.1-E.2 025YR-24HR 8.365 12.401 41.889 41.691
E.1-E.2 050YR-24HR 8.375 12.413 42.076 42.078
j E.1-E.2 100YR-24HR 8.355 12.363 42.278 42.281
GRATE 2A 001YR-24HR 14.320 0.024 40.299 40.268
GRATE 2A 002YR-24HR 20.787 0.025 40.490 40.447
GRATE 2A 005YR-24HR 29.226 0.023 40.719 40.660
GRATE 2A OIOYR-24HR 35.401 0.020 40.871 40.800
GRATE 2A 025YR-24HR 39.469 0.022 40.974 40.892
GRATE 2A 050YR-24HR 41.975 0.024 41.048 40.956
GRATE 2A IOOYR-24HR 44.539 0.023 41.128 41.026
GRATE 2B OOIYR-24HR 19.992 -3.252 40.308 40.268
GRATE 2B 002YR-24HR 28.214 -3.285 40.505 40.447
GRATE 28 005YR-24HR 39.029 -3.270 40.744 40.660
GRATE 2B OIOYR-24HR 46.955 -3.097 40.909 40.800
GRATE 2B 025YR-24HR 52.036 -3.151 41.027 40.892
GRATE 2B 050YR-24HR 55.809 -3.096 41.110 40.956
GRATE 2B 100YR-24HR 60.302 -3.086 41.207 41.026
GRATE 3 A OOIYR-24HR 7.376 0.036 40.283 40.268
GRATE 3 A 002YR-24HR 10.519 0.036 40.471 40.447
GRATE 3 A 005YR-24HR 15.309 0.023 40.695 40.660
GRATE 3 A OIOYR-24HR 19.038 0.029 40.853 40.800
GRATE 3 A 025YR-24HR 21.959 0.036 40.965 40.892
GRATE 3 A 050YR-24HR 24.026 0.036 41.047 40.956
GRATE 3 A 100YR-24HR 26.278 0.035 41.138 41.026
GRATE 3 B 001YR-24HR 7.376 0.036 40.283 40.268
GRATE 3 B 002YR-24HR 10.519 0.036 40.471 40.447
GRATE 3 B 005YR-24HR 15.309 0.023 40.695 40.660
GRATE 3 B OIOYR-24HR 19.038 0.029 40.853 40.800
GRATE 3 B 025YR-24HR 21.959 0.036 40.965 40.892
GRATE 3 B 050YR-24HR 24.026 0.036 41.047 40.956
GRATE 3 B IOOYR-24HR 26.278 0.035 41.138 41.026
INLET A.1 HOR 001YR-24HR 0.374 0.000 43.549 40.621
INLET A.1 HOR 002YR-24HR 0.460 0.000 43.556 41.115
INLET A.1 HOR 005YR-24HR 0.599 0.001 43.567 41.931
INLET A.1 HOR 010YR-24HR 0.726 0.000 43.576 42.740
INLET A.1 HOR 025YR-24HR 0.833 0.001 43.584 43.424
INLET A.1 HOR 050YR-24HR 0.930 -0.003 43.781 43.773
INLET A.l HOR 100YR-24HR 1.320 -0.012 44.075 44.070
INLET A.1 VERT 001YR-24HR 0.103 0.000 43.549 40.621
INLET A.1 VERT 002YR-24HR 0.126 0.000 43.556 41.115
INLET A.1 VERT 005YR-24HR 0.164 0.000 43.567 41.931
i INLET A.1 VERT 010YR-24HR 0.199 0.000 43.576 42.740
INLET A.1 VERT 025YR-24HR 0.229 0.000 43.584 43.424
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Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
cfs cfs ft ft
I
� INLET A.1 VERT 050YR-24HR 0.255 -0.001 43.781 93.773
INLET A.1 VERT 100YR-24HR 0.362 -0.003 44.075 44.070
INLET A.2 HOR OOlYR-24HR 0.224 0.000 43.535 40.612
INLET A.2 HOR 002YR-24HR 0.276 0.000 43.540 41.100
INLET A.2 HOR 005YR-24HR 0.359 0.000 43.548 41.905
INLET A.2 HOR OIOYR-24HR 0.436 0.000 43.554 42.700
INLET A.2 HOR 025YR-24HR 0.500 0.000 43.559 43.371
INLET A.2 HOR 050YR-24HR 0.558 -0.002 43.724 43.719
INLET A.2 HOR IOOYR-24HR 0.962 0.054 44.022 44.019
INLET A.2 VERT 001YR-24HR 0.062 0.000 43.535 40.612
INLET A.2 VERT 002YR-2414R 0.076 0.000 43.540 41.100
INLET A.2 VERT 005YR-24HR 0.099 0.000 43.548 41.905
INLET A.2 VERT 010YR-24HR 0.120 0.000 43.554 42.700
INLET A.2 VERT 025YR-24HR 0.137 0.000 43.559 43.371
INLET A.2 VERT 050YR-24HR 0.153 -0.001 43.724 43.719
INLET A.2 VERT 100YR-24HR 0.264 0.015 44.022 44.019
INLET A.3 HOR 001YR-24HR 0.561 0.000 44.314 40.556
INLET A.3 HOR 002YR-24HR 0.690 0.000 44.324 41.016
INLET A.3 HOR 005YR-24HR 0.898 0.001 44.338 41.758
INLET A.3 HOR 010YR-24HR 1.089 0.001 44.350 42.478
INLET A.3 HOR 025YR-24HR 1.250 0:001 44.360 43.089
INLET A.3 HOR 050YR-24HR 1.395 0.001 44.368 43.437
INLET A.3 HOR 100YR-24HR 1.586 0.001 44.379 43.757
INLET A.3 VERT OOIYR-24HR 0.154 0.000 44.314 40.556
INLET A.3 VERT 002YR-24HR 0.189 0.000 44.324 41.016
INLET A.3 VERT 005YR-24HR 0.247 0.000 44.338 41.758
INLET A.3 VERT 010YR-24HR 0.299 0.000 44.350 42.478
INLET A.3 VERT 025YR-24HR 0.343 0.000 44.360 43.089
INLET A.3 VERT 050YR-24HR 0.383 0.000 44.368 43.437
INLET A.3 VERT 100YR-24HR 0.436 0.000 44.379 43.757
INLET A.4 HOR OOIYR-24HR 0.374 0.000 43.549 40.542
INLET A.4 HOR 002YR-24HR 0.460 0.000 43.556 40.985
INLET A.4 HOR 005YR-24HR 0.599 0.001 43.567 41.701
INLET A.4 HOR 010YR-24HR 0.726 0.000 43.576 42.393
INLET A.4 HOR 025YR-24HR 0.833 0.001 43.584 42.976
INLET A.4 HOR 050YR-24HR 0.930 0.001 43.590 43.298
INLET A.4 HOR 100YR-24HR 1.058 0.003 43.614 43.582
INLET A.4 VERT 001YR-24HR 0.103 0.000 43.549 40.542
INLET A.4 VERT 002YR-24HR 0.126 0.000 43.556 40.985
INLET A.4 VERT 005YR-24HR 0.164 0.000 43.567 41.701
INLET A.4 VERT 010YR-24HR 0.199 0.000 43.576 42.393
INLET A.4 VERT 025YR-24HR 0.229 0.000 43.584 42.976
i INLET A.4 VERT 050YR-24HR 0.255 0.000 43.590 43.298
INLET A.4 VERT IOOYR-24HR 0.291 0.001 43.614 43.582
INLET A.5 HOR 001YR-24HR 1.178 0.001 44.405 40.477
INLET A.5 HOR 002YR-24HR 1.449 0.001 44.421 40.875
INLET A.5 HOR 005YR-24HR 1.886 0.002 44.444 41.502
I INLET A.5 HOR 010YR-24HR 2.288 -0.002 44.464 42.092
I INLET A.5 HOR 025YR-24HR 2.626 -0.002 44.480 42.585
INLET A.5 HOR 050YR-24HR 2.930 -0.002 44.493 42.877
INLET A.5 HOR 100YR-24HR 3.334 -0.002 44.511 43.152
t INLET A.5 VERT OOIYR-24HR 0.324 0.000 44.405 40.477
1 INLET A.5 VERT 002YR-24HR 0.398 0.000 44.421 40.875
INLET A.5 VERT 005YR-24HR 0.518 0.000 44.444 41.502
INLET A.5 VERT OIOYR-24HR 0.628 -0.000 44.464 42.092
INLET A.5 VERT 025YR-24HR 0.721 -0.000 44.480 42.585
INLET A.5 VERT 050YR-24HR 0.805 -0.001 44.493 42.877
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Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
Cfs Cfs ft ft
INLET A.5 VERT IOOYR-24HR 0.916 -0.001 44.511 43.152
INLET B.1 HOR OOIYR-24HR 0.655 0.000 45.021 40.337
INLET B.1 HOR 002YR-24HR 0.805 0.000 45.032 40.592
II INLET B.1 HOR 005YR-24HR 1.048 0.001 45.047 40.962
INLET B.1 HOR 010YR-24HR 1.271 0.001 45.061 41.283
INLET B.1 HOR 025YR-24HR 1.459 0.001 45.071 41.547
INLET B.1 HOR 050YR-24HR 1.628 0.001 45.061 41.754
INLET B.1 HOR 100YR-24HR 1.852 0.001 45.092 42.003
INLET B.1 VERT 001YR-24HR 0.180 0.000 45.021 40.337
INLET B.1 VERT 002YR-24HR 0.221 0.000 45.032 40.592
INLET B.1 VERT 005YR-24HR 0.288 0.000 45.047 40.962
INLET B.1 VERT 010YR-24HR 0.349 0.000 45.061 41.283
INLET B.1 VERT 025YR-24HR 0.401 0.000 45.071 41.547
i INLET B.1 VERT 050YR-24HR 0.447 0.000 45.081 41.754
INLET B.1 VERT 100YR-24HR 0.509 0.000 45.092 42.003
INLET B.2 HOR OOIYR-24HR 1.870 0.001 42.843 40.336
INLET B.2 HOR 002YR-24HR 2.300 -0.001 42.865 40.591
INLET B.2 HOR 005YR-24HR 2.994 0.003 42.896 40.958
INLET B.2 HOR 010YR-24HR 3.631 -0.002 42.923 41.278
INLET B.2 HOR 025YR-24HR 4.167 -0.003 42.945 41.539
INLET B.2 HOR 050YR-24HR 4.650 -0.003 42.963 41.743
INLET B.2 HOR 100YR-24HR 5.291 -0.004 42.987 41.989
INLET B.2 VERT OOIYR-24HR 0.514 0.000 42.843 40.336
INLET B.2 VERT 002YR-24HR 0.632 -0.000 42.865 40.591
INLET B.2 VERT 005YR-24HR 0.822 0.001 42.896 40.958
INLET B.2 VERT 010YR-24HR 0.997 -0.001 42.923 41.278
INLET B.2 VERT 025YR-24HR 1.145 -0.001 42.945 41,539
INLET B.2 VERT 050YR-24HR 1.277 -0.001 42.963 41.743
INLET B.2 VERT 100YR-24HR 1.453 -0.001 42.987 41.989
INLET C.1 HOR OOlYR-24HR 0.430 0.000 45.104 41.156
INLET C.1 HOR 002YR-241IR 0.529 0.000 45.112 41.335
INLET C.1 HOR 005YR-24HR 0.689 0.001 45.124 42.292
INLET C.1 HOR 010YR-24HR 0.835 0.001 45.134 43.208
INLET C.1 HOR 025YR-24HR 0.959 0.001 45.142 43.700
INLET C.1 HOR 050YR-24HR 1.070 0.001 45.149 43.949
+ INLET C.1 HOR IOOYR-24HR 1.217 0.001 45.158 44.181
INLET C.1 VERT 001YR-24HR 0.118 0.000 45.104 41.156
INLET C.1 VERT 002YR-24HR 0.145 0.000 45.112 41.335
INLET C.1 VERT 005YR-24HR 0.189 0.000 45.124 42.292
1 INLET C.1 VERT 010YR-24HR 0.229 0.000 45.134 43.208
INLET C.1 VERT 025YR-24HR 0.263 0.000 45.142 43.700
INLET C.1 VERT 050YR-24HR 0.294 0.000 45.149 43.949
f� INLET C.1 VERT 100YR-24HR 0.339 0.000 45.158 49.161
! INLET C.10 GRAT 001YR-24HR 1.430 -0.001 43.613 41.078
INLET C.10 GRAT 002YR-24HR 1.759 -0.001 43.630 41.251
INLET C.10 GRAT 005YR-24HR 2.289 0.002 43.655 42.167
INLET C.10 GRAT 010YR-24HR 2.777 -0.002 43.676 43.019
INLET C.10 GRAT 025YR-24HR 3.187 -0.002 43.693 43.465
INLET C.10 GRAT 050YR-24HR 3.556 -0.004 43.766 43.713
INLET C.10 GRAT 100YR-24HR 4.046 -0.010 43.977 43.956
INLET C.11 HOR 001YR-24HR 0.729 0.000 43.877 41.302
INLET C.11 HOR 002YR-24HR 0.897 0.000 43.888 41.626
J INLET C.11 HOR 005YR-24HR 1.167 0.001 43.905 42.820
INLET C.11 HOR OIOYR-24HR 1.416 -0.002 43.980 43.955
INLET C.11 HOR 025YR-24HR 1.990 -0.025 44.397 44.389
I INLET C.11 HOR 050YR-24HR 2.671 0.463 44.650 44.646
INLET C.11 HOR 100YR-24HR 3.103 0.356 44.919 44.915
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1
211 Midway
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Link Comparison Report All Storm Events
1
Max Max Max Max
-, Name Simulation Flow Delta Q US Stage DS Stage
V Cfs Cfs ft ft
INLET C.11 VERT 001YR-24HR 0.200 0.000 43.877 41.302
INLET C.11 VERT 002YR-24HR 0.246 0.000 43.888 41.626
INLET C.11 VERT 005YR-24HR 0.321 0.000 43.905 42.820
INLET C.11 VERT OIOYR-24HR 0.389 -0.001 43.980 43.955
INLET C.11 VERT 025YR-24HR 0.547 -0.007 44.397 44.389
INLET C.11 VERT 050YR-24HR 1.075 -0.768 44.650 44.646
!
INLET C.11 VERT 100YR-24HR 1.255 -0.723 44.919 44.915
INLET C.12 HOR 001YR-24HR 0.243 0.000 43.837 41.301
INLET C.12 HOR 002YR-24HR 0.299 0.000 43.842 41.623
INLET C.12 HOR 005YR-24HR 0.389 0.000 43.850 42.815
INLET C.12 HOR OIOYR-24HR 0.472 -0.003 43.955 43.949
INLET C.12 HOR 025YR-24HR 1.401 -0.018 44.385 44.383
i INLET C.12 HOR 050YR-24HR 2.262 -0.471 44.641 44.641
INLET C.12 HOR IOOYR-24HR 2.550 0.310 44.912 44.912
INLET C.12 VERT 001YR-24HR 0.067 0.000 43.837 41.301
INLET C.12 VERT 002YR-24HR 0.082 0.000 43.842 41.623
INLET C.12 VERT 005YR-24HR 0.107 0.000 43.850 42.815
INLET C.12 VERT 010YR-24HR 0.130 -0.001 43.955 43.949
INLET C.12 VERT 025YR-24HR 0.385 -0.005 44.385 44.383
INLET C.12 VERT 050YR-24HR 0.926 -0.610 44.641 44.641
INLET C.12 VERT IOOYR-24HR 1.121 -0.687 44.912 44.912
INLET C.13 HOR 001YR-24HR 0.954 0.000 44.141 41.237
INLET C.13 HOR 002YR-24HR 1.173 0.001 44.155 41.520
INLET C.13 HOR 005YR-24HR 1.527 0.001 44.175 42.639
INLET C.13 HOR OIOYR-24HR 1.852 0.001 44.192 43.702
INLET C.13 HOR 025YR-24HR 2.125 -0.002 44.226 44.152
INLET C.13 HOR 050YR-24HR 2.372 0.022 44.432 44.413
INLET C.13 HOR IOOYR-24HR 2.699 -0.027 44.690 44.677
INLET C.13 VERT 001YR-24HR 0.262 0.000 44.141 41.237
INLET C.13 VERT 002YR-24HR 0.322 0.000 44.155 41.520
INLET C.13 VERT 005YR-24HR 0.419 0.000 44.175 42.639
INLET C.13 VERT 010YR-24HR 0.509 0.000 44.192 43.702
INLET C.13 VERT 025YR-24HR 0.584 -0.000 44.226 44.152
INLET C.13 VERT 050YR-24HR 0.651 0.006 44.432 44.413
INLET C.13 VERT 100YR-24HR 0.741 -0.007 44.690 44.677
INLET C.14 HOR 001YR-24HR 1.047 0.000 44.147 41.219
INLET C.14 HOR 002YR-24HR 1.288 0.001 44.162 41.489
INLET C.14 HOR 005YR-24HR 1.676 0.001 44.183 42.582
INLET C.14 HOR OIOYR-24HR 2.033 0.001 44.202 43.618
INLET C.14 HOR 025YR-24HR 2.334 -0.002 44.216 44.073
INLET C.14 HOR 050YR-24HR 2.604 -0.009 44.362 44.334
INLET C.14 HOR 100YR-24HR 2.964 0.009 44.611 44.595
! INLET C.14 VERT 001YR-24HR 0.288 0.000 44.147 41.219
r INLET C.14 VERT 002YR-24HR 0.354 0.000 44.162 41.489
INLET C.14 VERT 005YR-24HR 0.460 0.000 44.183 42.582
INLET C.14 VERT 010YR-24HR 0.558 0.000 44.202 43.618
i INLET C.14 VERT 025YR-24HR 0.641 -0.000 44.216 44.073
l INLET C.14 VERT 050YR-24HR 0.715 -0.002 44.362 44.334
INLET C.14 VERT 100YR-24HR 0.814 0.003 44.611 44.595
INLET C.15 HOR 001YR-24HR 0.823 0.000 44.133 41.172
INLET C.15 HOR 002YR-24HR 1.012 0.000 44.145 41.413
! INLET C.15 HOR 005YR-24HR 1.317 0.001 44.163 42.448
INLET C.15 HOR 010YR-24HR 1.598 0.001 44.179 43.429
INLET C.15 HOR 025YR-24HR 1.834 0.001 44.191 43.905
INLET C.15 HOR 050YR-24HR 2.046 -0.002 44.236 44.180
INLET C.15 HOR 100YR-24HR 2.329 -0.003 44.458 44.441
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Link Comparison Report : All Storm Events
Max Max Max Max
Name Simulation Flow Delta Q us Stage DS Stage
^! cfs cfs ft ft
�f
INLET C.15 VERT 001YR-24HR 0.226 0.000 44.133 41.172
INLET C.15 VERT 002YR-24HR 0.278 0.000 44.145 41.413
INLET C.15 VERT 005YR-24HR 0.362 0.000 44.163 42.448
j INLET C.15 VERT 010YR-24HR 0.439 0.000 44.179 43.429
j INLET C.15 VERT 025YR-24HR 0.504 0.000 44.191 43.905
INLET C.15 VERT 050YR-24HR 0.562 -0.000 44.236 44.180
INLET C.15 VERT 100YR-24HR 0.640 -0.001 44.458 44.441
INLET C.16 HOR 001YR-24HR 0.842 0.000 44.134 41.160
INLET C.16 HOR 002YR-24HR 1.035 0.000 44.147 41.392
INLET C.16 HOR 005YR-24HR 1.347 0.001 44.165 42.415
INLET C.16 HOR 010YR-24HR 1.634 0.001 44.181 43.379
INLET C.16 HOR 025YR-24HR 1.875 0.001 44.194 43.837
INLET C.16 HOR 050YR-24HR 2.093 -0.001 44.208 44.099
I INLET C.16 HOR 100YR-24HR 2.382 -0.003 44.375 44.354
INLET C.16 VERT 001YR-24HR 0.231 0.000 44.134 41.160
INLET C.16 VERT 002YR-24HR 0.284 0.000 44.147 41.392
INLET C.16 VERT 005YR-24HR 0.370 0.000 44.165 42.415
INLET C.16 VERT 010YR-24HR 0.449 0.000 44.181 43.379
INLET C.16 VERT 025YR-24HR 0.515 0.000 44.194 43.837
INLET C.16 VERT 050YR-24HR 0.575 -0.000 44.208 44.099
INLET C.16 VERT 100YR-24HR 0.654 -0.001 44.375 44.354
INLET C.17 HOR OOIYR-24HR 0.468 0.000 43.757 41.128
INLET C.17 HOR 002YR-24HR 0.575 0.000 43.765 41.329
INLET C.17 HOR 005YR-24HR 0.748 0.001 43.778 42.306
INLET C.17 HOR OIOYR-24HR 0.908 0.001 43.789 43.220
INLET C.17 HOR 025YR-24HR 1.042 0.001 43.797 43.670
INLET C.17 HOR 050YR-24HR 1.163 -0.002 43.940 43.928
INLET C.17 HOR 100YR-24HR 1.323 -0.004 44.186 44.179
INLET C.17 VERT OOIYR-24HR 0.128 0.000 43.757 41.128
INLET C.17 VERT 002YR-24HR 0.158 0.000 43.765 41.329
INLET C.17 VERT 005YR-24HR 0.206 0.000 43.778 42.306
INLET C.17 VERT 010YR-24HR 0.249 0.000 43.789 43.220
INLET C.17 VERT 025YR-24HR 0.286 0.000 43.797 43.670
INLET C.17 VERT 050YR-24HR 0.319 -0.000 43.940 43.928
INLET C.17 VERT 100YR-24HR 0.363 -0.001 44.186 44.179
INLET C.18 HOR 001YR-24HR 0.206 0.000 43.733 41.049
INLET C.18 HOR 002YR-24HR 0.253 0.000 43.738 41.258
INLET C.18 HOR 005YR-24HR 0.329 0.000 43.745 42.181
! INLET C.18 HOR 010YR-24HR 0.399 0.000 43.751 43.038
INLET C.18 HOR 025YR-24HR 0.458 0.000 43.756 43.476
INLET C.18 HOR 050YR-24HR 0.511 -0.000 43.761 43.727
INLET C.18 HOR IOOYR-24HR 0.582 -0.002 43.980 43.976
INLET C.18 VERT OOIYR-24HR 0.056 0.000 43.733 41.049
INLET C.18 VERT 002YR-24HR 0.069 0.000 43.738 41.258
INLET C.18 VERT 005YR-24HR 0.090 0.000 43.745 42.181
INLET C.18 VERT 010YR-24HR 0.110 0.000 43.751 43.038
INLET C.18 VERT 025YR-24HR 0.126 0.000 43.756 43.476
INLET C.18 VERT 050YR-24HR 0.140 -0.000 43.761 43.727
I INLET C.18 VERT IOOYR-24HR 0.160 -0.000 43.980 43.976
INLET C.19 GRAT OOIYR-24HR 1.526 -0.001 43.618 41.087
INLET C.19 GRAT 002YR-24HR 1.876 -0.001 43.636 41.257
INLET C.19 GRAT 005YR-24HR 2.442 0.002 43.662 42.092
INLET C.19 GRAT 010YR-24HR 2.962 -0.002 43.684 42.906
INLET C.19 GRAT 025YR-24HR 3.399 -0.002 43.701 43.334
INLET C.19 GRAT 050YR-24HR 3.793 -0.003 43.722 43.580
INLET C.19 GRAT IOOYR-24HR 4.316 -0.004 43.858 43.827
INLET C.2 HOR 001YR-24HR 0.542 0.000 43.563 41.153
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Link Comparison Report : All Storm Events
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
cfs cfs ft ft
I
INLET C.2 HOR 002YR-24HR 0.667 0.000 43.572 41.333
INLET C.2 HOR 005YR-24HR 0.868 0.001 43.586 42.285
INLET C.2 HOR 010YR-24HR 1.053 0.001 43.598 43.198
r INLET C.2 HOR 025YR-24HR 1.209 -0.002 43.703 43.687
INLET C.2 HOR 050YR-24HR 1.349 -0.005 43.943 43.935
1 INLET C.2 HOR 100YR-24HR 1.627 -0.012 44.175 44.168
' INLET C.2 VERT 001YR-24HR 0.149 0.000 43.563 41.153
INLET C.2 VERT 002YR-24HR 0.183 0.000 43.572 41.333
INLET C.2 VERT 005YR-24HR 0.238 0.000 43.586 42.285
INLET C.2 VERT OIOYR-24HR 0.289 0.000 43.598 43.198
INLET C.2 VERT 025YR-24HR 0.332 -0.000 43.703 43.687
INLET C.2 VERT 050YR-24HR 0.370 -0.001 43.943 43.935
j INLET C.2 VERT 100YR-24HR 0.447 -0.003 44.175 44.168
INLET C.20 GRAT 001YR-24HR 1.263 0.001 43.604 40.648
INLET C.20 GRAT 002YR-24HR 1.554 -0.001 43.620 41.123
INLET C.20 GRAT 005YR-24HR 2.022 0.002 43.642 41.930
INLET C.20 GRAT 010YR-24HR 2.453 -0.002 43.662 42.667
INLET C.20 GRAT 025YR-24HR 2.815 -0.002 43.678 43.066
INLET C.20 GRAT 050YR-24HR 3.141 -0.002 43.691 43.307
INLET C.20 GRAT 100YR-24HR 3.574 -0.003 43.708 43.556
INLET C.21 HOR 001YR-24HR 0.318 0.000 43.644 41.130
INLET C.21 HOR 002YR-24HR 0.391 0.000 43.650 41.360
INLET C.21 HOR 005YR-24HR 0.509 0.000 43.660 42.338
INLET C.21 HOR OIOYR-24HR 0.617 0.000 43.668 43.287
INLET C.21 HOR 025YR-24HR 0.708 -0.001 43.747 43.737
INLET C.21 HOR 050YR-24HR 0.791 0.035 43.996 43.991
INLET C.21 HOR 100YR-24HR 1.305 0.045 44.267 44.263
INLET C.21 VERT 001YR--24HR 0.087 0.000 43.644 41.130
INLET C.21 VERT 002YR-24HR 0.107 0.000 43.650 41.360
INLET C.21 VERT 005YR-24HR 0.140 0.000 43.660 42.338
INLET C.21 VERT 010YR-24HR 0.170 0.000 43.668 43.287
INLET C.21 VERT 025YR-24HR 0.195 -0.000 43.747 43.737
INLET C.21 VERT 050YR-24HR 0.217 0.010 43.996 43.991
INLET C.21 VERT IOOYR-24HR 0.358 0.012 44.267 44.263
INLET C.22 HOR OOIYR-24HR 0.355 0.000 43.647 41.151
INLET C.22 HOR 002YR-24HR 0.937 0.000 43.654 41.900
INLET C.22 HOR 005YR-24HR 0.569 0.000 43.665 42.409
INLET C.22 HOR 010YR-24HR 0.690 0.000 43.674 43.397
INLET C.22 HOR 025YR-24HR 0.792 -0.002 43.861 43.854
1 INLET C.22 HOR 050YR-24HR 1.109 0.010 44.118 44.114
INLET C.22 HOR 100YR-24HR 1.835 0.355 44.396 44.394
INLET C.22 VERT OOIYR-24HR 0.098 0.000 43.647 41.151
INLET C.22 VERT 002YR-24HR 0.120 0.000 43.654 41.400
INLET C.22 VERT 005YR-24HR 0.156 0.000 43.665 42.409
f INLET C.22 VERT 010YR-24HR 0.189 0.000 43.674 43.397
INLET C.22 VERT 025YR-24HR 0.217 -0.001 43.861 43.854
INLET C.22 VERT 050YR-24HR 0.305 0.003 44.118 44.114
j' INLET C.22 VERT IOOYR-24HR 0.814 -0.639 44.396 44.394
INLET C.23 HOR 001YR-24HR 0.767 0.000 44.029 41.037
INLET C.23 HOR 002YR-24HR 0.943 0.000 44.041 41.208
INLET C.23 HOR 005YR-24HR 1.227 0.001 44.058 42.084
INLET C.23 HOR OIOYR-24HR 1.489 0.001 44.073 42.904
I4 INLET C.23 HOR 025YR-24HR 1.709 0.001 44.085 43.322
INLET C.23 HOR 050YR-24HR 1.907 0.001 44.095 43.566
INLET C.23 HOR 100YR-24HR 2.170 0.001 44.108 43.825
INLET C.23 VERT 001YR-24HR 0.211 0.000 44.029 41.037
INLET C.23 VERT 002YR-24HR 0.259 0.000 44.041 41.208
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y
�I
1
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
Cfs Cfs ft ft
f INLET C.23 VERT 005YR-24HR 0.337 0.000 44.058 42.084
INLET C.23 VERT 010YR-24HR 0.409 0.000 44-073 42.904
INLET C.23 VERT 025YR-24HR 0.469 0.000 44.085 43.322
INLET C.23 VERT 050YR-24HR 0.524 0.000 44.095 43.566
INLET C.23 VERT 100YR-24HR 0.596 0.000 44.108 43.825
INLET C.24 HOR 001YR-24HR 0.168 0.000 43.529 41.098
INLET C.24 HOR 002YR-24HR 0.207 0.000 43.533 41.282
INLET C.24 HOR 005YR-24HR 0.269 0.000 43.539 41.783
INLET C.24 HOR 010YR-24HR 0.327 0.000 43.545 42.449
INLET C.24 HOR 025YR-24HR 0.375 0.000 43.549 42.824
INLET C.24 HOR 050YR-24HR 0.418 0.000 43.553 43.060
INLET C.24 HOR IOOYR-24HR 0.476 0.000 43.558 43.309
I
INLET C.24 VERT OOIYR-24HR 0.046 0.000 43.529 41.098
j INLET C.24 VERT 002YR-24HR 0.057 0.000 43.533 41.282
INLET C.24 VERT 005YR-24HR 0.074 0.000 43.539 41.783
INLET C.24 VERT OIOYR-24HR 0.090 0.000 43.545 42.449
INLET C.24 VERT 025YR-24HR 0.103 0.000 43.549 42.824
INLET C.24 VERT 050YR-24HR 0.115 0.000 43.553 43.060
INLET C.24 VERT 100YR-24HR 0.131 0.000 43.558 43.309
INLET C.25 HOR OOIYR-24HR 0.711 0.000 43.575 40.404
INLET C.25 HOR 002YR-24HR 0.874 0.000 43.586 40.922
INLET C.25 HOR 005YR-24HR 1.138 0.001 43.603 41.525
INLET C.25 HOR 010YR-24HR 1.380 0.001 43.617 42.063
INLET C.25 HOR 025YR-24HR 1.584 0.001 43.628 42.407
INLET C.25 HOR 050YR-24HR 1.767 0.001 43.638 42.631
INLET C.25 HOR IOOYR-24HR 2.011 0.001 43.650 42.870
INLET C.25 VERT OOIYR-24HR 0.195 0.000 43.575 40.404
INLET C.25 VERT 002YR-24HR 0.240 0.000 43.586 40.922
INLET C.25 VERT 005YR-24HR 0.312 0.000 43.603 41.525
INLET C.25 VERT OIOYR-24HR 0.379 0.000 43.617 42.063
INLET C.25 VERT 025YR-24HR 0.435 0.000 43.628 42.407
INLET C.25 VERT 050YR-24HR 0.465 0.000 43.638 42.631
INLET C.25 VERT 100YR-24HR 0.552 0.000 43.650 42.870
INLET C.3 HOR 001YR-24HR 0.355 0.000 43.597 41.261
INLET C.3 HOR 002YR-24HR 0.437 0.000 43.604 41.458
�j INLET C.3 HOR 005YR-24HR 0.569 0.000 43.615 42.507
INLET C.3 HOR 010YR-24HR 0.690 0.000 43.624 43.534
INLET C.3 HOR 025YR-24HR 1.312 -0.011 44.036 44.032
INLET C.3 HOR 050YR-24HR 2.259 0.208 44.279 44.277
( INLET C.3 HOR 100YR-24HR 2.646 0.367 44.531 44.530
INLET C.3 VERT 001YR-24HR 0.098 0.000 43.597 41.261
INLET C.3 VERT 002YR-24HR 0.120 0.000 43.604 41.458
i INLET C.3 VERT 005YR-24HR 0.156 0.000 43.615 42.507
I` INLET C.3 VERT OIOYR-24HR 0.189 0.000 43.624 43.534
INLET C.3 VERT 025YR-24HR 0.360 -0.003 44.036 44.032
INLET C.3 VERT 050YR-24HR 0.641 -0.473 44.279 44.277
INLET C.3 VERT 100YR-24HR 1.124 -0.790 44.531 44.530
I INLET C.4 HOR 001YR-24HR 0.262 0.000 43.589 41.233
INLET C.4 HOR 002YR-24HR 0.322 0.000 43.594 41.436
INLET C.4 HOR 005YR-24HR 0.419 0.000 43.603 42.470
INLET C.4 HOR 010YR-24HR 0.508 0.000 43.610 43.477
i INLET C.4 HOR 025YR-24HR 0.874 0.020 43.977 43.973
INLET C.4 HOR 050YR-24HR 1.640 0.057 44.223 44.220
r INLET C.4 HOR IOOYR-24HR 2.433 0.319 44.471 44.470
INLET C.4 VERT 001YR--24HR 0.072 0.000 43.589 41.233
INLET C.4 VERT 002YR-24HR 0.088 0.000 43.594 41.436
1 INLET C.4 VERT 005YR-24HR 0.115 0.000 43.603 42.470
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!t
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
cfs Cfs ft ft
INLET C.4 VERT OIOYR-24HR 0.140 0.000 43.610 43.477
INLET C.4 VERT 025YR-24HR 0.240 0.005 43.977 43.973
INLET C.4 VERT 050YR-24HR 0.451 0.016 44.223 44.220
r INLET C.4 VERT 100YR-24HR 1.042 -0.753 44.471 44.470
IINLET C.5 HOR 001YR-24HR 0.505 0.000 44.710 41.261
INLET C.5 HOR 002YR-24HR 0.621 0.000 44.719 41.465
INLET C.5 HOR 005YR-24HR 0.808 0.001 44.732 42.514
INLET C.5 HOR 010YR-24HR 0.980 0.001 44.743 43.541
V INLET C.5 HOR 025YR-24HR 1.125 0.001 44.752 44.064
INLET C.5 HOR 050YR-24HR 1.256 0.001 44.760 44.324
INLET C.5 HOR 100YR-24HR 1.429 0.001 44.770 44.584
INLET C.5 VERT 001YR-24HR 0.139 0.000 44.710 41.261
INLET C.5 VERT 002YR-24HR 0.171 0.000 44.719 41.465
INLET C.5 VERT 005YR-24HR 0.222 0.000 44.732 42.514
INLET C.5 VERT 010YR-24HR 0.269 0.000 44.743 43.541
INLET C.5 VERT 025YR-24HR 0.309 0.000 44.752 44.064
INLET C.5 VERT 050YR-24HR 0.345 0.000 44.760 44.324
INLET C.5 VERT IOOYR-24HR 0.392 0.000 44.770 44.584
INLET C.6 HOR 001YR-24HR 0.281 0.000 44.840 41.236
INLET C.6 HOR 002YR-24HR 0.345 0.000 44.846 41.439
INLET C.6 HOR 005YR-24HR 0.449 0.000 44.855 42.473
INLET C.6 HOR 010YR-24HR 0.545 0.000 44.863 43.479
INLET C.6 HOR 025YR-24HR 0.625 0.000 44.869 43.984
INLET C.6 HOR 050YR-24HR 0.698 0.000 44.874 44.234
INLET C.6 HOR 100YR-24HR 0.794 0.001 44.881 44.482
INLET C.6 VERT OOIYR-24HR 0.077 0.000 44.840 41.236
INLET C.6 VERT 002YR-24HR 0.095 0.000 44.846 41.439
INLET C.6 VERT 005YR-24HR 0.123 0.000 44.855 42.473
INLET C.6 VERT 010YR-24HR 0.150 0.000 44.863 43.479
INLET C.6 VERT 025YR-24HR 0.172 0.000 44.869 43.984
INLET C.6 VERT 050YR-24HR 0.192 0.000 44.874 44.234
INLET C.6 VERT IOOYR-24HR 0.218 0.000 44.881 44.482
INLET C.7 HOR 001YR-24HR 0.187 0.000 44.031 41.239
INLET C.7 HOR 002YR-24HR 0.230 0.000 44.035 41.424
INLET C.7 HOR 005YR-24HR 0.299 0.000 44.042 42.447
INLET C.7 HOR 010YR-24HR 0.363 0.000 44.048 43.441
INLET C.7 HOR 025YR-24HR 0.417 0.000 44.053 43.937
INLET C.7 HOR 050YR-24HR 0.465 0.019 44.190 44.185
INLET C.7 HOR 100YR-24HR 0.548 -0.133 44.435 44.434
1
INLET C.7 VERT 001YR-24HR 0.051 0.000 44.031 41.239
INLET C.7 VERT 002YR-24HR 0.063 0.000 44.035 41.424
INLET C.7 VERT 005YR-24HR 0.082 0.000 44.042 42.447
INLET C.7 VERT 010YR-24HR 0.100 0.000 44.048 43.441
INLET C.7 VERT 025YR-24HR 0.114 0.000 44.053 43.937
INLET C.7 VERT 050YR-24HR 0.128 0.005 44.190 44.185
INLET C.7 VERT IOOYR-24HR 0.151 -0.037 44.435 44.434
f INLET C.8 HOR 001YR-24HR 0.299 0.000 44.042 41.175
I) INLET C.8 HOR 002YR-24HR 0.368 0.000 44.048 41.375
INLET C.8 HOR 005YR-24HR 0.479 0.000 44.058 42.363
INLET C.8 HOR 010YR-24HR 0.581 0.000 44.066 43.314
INLET C.8 HOR 025YR-24HR 0.667 0.000 44.072 43.797
INLET C.8 HOR 050YR-24HR 0.744 -0.001 44.080 44.045
INLET C.8 HOR IOOYR-24HR 0.847 -0.058 44.295 44.290
i
INLET C.8 VERT 001YR-24HR 0.082 0.000 44.042 41.175
INLET C.8 VERT 002YR-24HR 0.101 0.000 44.048 41.375
INLET C.8 VERT 005YR-24HR 0.132 0.000 44.058 42.363
INLET C.8 VERT 010YR-24HR 0.160 0.000 44.066 43.314
1
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i
r
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
Cfs Cfs ft ft
INLET C.8 VERT 025YR-24HR 0.183 0.000 44.072 43.797
INLET C.8 VERT 050YR-24HR 0.204 -0.000 44.080 44.045
INLET C.8 VERT 100YR-24HR 0.233 -0.016 44.295 44.290
IINLET C.9 GRATE OOIYR-24HR 1.788 -0.001 43.631 41.149
INLET C.9 GRATE 002YR-24HR 2.198 -0.001 43.651 41.328
INLET C.9 GRATE 005YR-24HR 2.862 0.002 43.680 42.232
INLET C.9 GRATE OIOYR-24HR 3.471 -0.002 43.704 43.117
INLET C.9 GRATE 025YR-24HR 3.984 -0.004 43.732 43.579
INLET C.9 GRATE 050YR-24HR 4.444 -0.008 43.869 43.828
INLET C.9 GRATE 100YR-24HR 5.057 -0.012 44.092 44.070
INLET D.1 HOR OOIYR-24HR 0.243 0.000 43.737 40.535
INLET D.1 HOR 002YR-24HR 0.299 0.000 43.742 40.812
INLET D.1 HOR 005YR-24HR 0.389 0.000 43.750 41.364
INLET D.1 HOR OIOYR-24HR 0.472 0.000 43.757 41.817
INLET D.1 HOR 025YR-24HR 0.542 0.000 43.763 42.148
INLET D.1 HOR 050YR-24HR 0.604 0.000 43.768 42.416
l INLET D.1 HOR IOOYR-24HR 0.688 0.000 43.774 42.764
INLET D.1 VERT 001YR-24HR 0.067 0.000 43.737 40.535
INLET D.1 VERT 002YR-24HR 0.082 0.000 43.742 40.812
INLET D.1 VERT 005YR-24HR 0.107 0.000 43.750 41.364
INLET D.1 VERT OIOYR-24HR 0.130 0.000 43.757 41.817
INLET D.1 VERT 025YR-24HR 0.149 0.000 43.763 42.148
INLET D.1 VERT 050YR-24HR 0.166 0.000 43.768 42.416
INLET D.1 VERT 100YR-24HR 0.189 0.000 43.774 42.764
INLET D.2 HOR 001YR-24HR 0.243 0.000 43.737 40.458
INLET D.2 HOR 002YR-24HR 0.299 0.000 43.742 40.810
INLET D.2 HOR 005YR-24HR 0.389 0.000 43.750 41.313
INLET D.2 HOR 010YR-24HR 0.472 0.000 43.757 41.738
INLET D.2 HOR 025YR-24HR 0.542 0.000 43.763 42.036
j INLET D.2 HOR 050YR-24HR 0.604 0.000 43.768 42.263
` INLET D.2 HOR 100YR-24HR 0.688 0.000 43.774 42.550
INLET D.2 VERT 001YR-24HR 0.067 0.000 43.737 40.458
INLET D.2 VERT 002YR-24HR 0.082 0.000 43.742 40.810
j INLET D.2 VERT 005YR-24HR 0.107 0.000 43.750 41.313
INLET D.2 VERT OIOYR-24HR 0.130 0.000 43.757 41.738
INLET D.2 VERT 025YR-24HR 0.149 0.000 43.763 42.036
INLET D.2 VERT 050YR-24HR 0.166 0.000 43.768 42.263
INLET D.2 VERT 100YR-24HR 0.189 0.000 43.774 42.550
INLET E.1 HOR 001YR-24HR 0.187 0.000 44.431 40.435
INLET E.1 HOR 002YR-24HR 0.230 0.000 44.435 40.756
INLET E.1 HOR 005YR-24HR 0.299 0.000 44.442 41.225
INLET E.1 HOR 010YR-24HR 0.363 0.000 44.448 41.610
INLET E.1 HOR 025YR-24HR 0.417 0.000 44.453 41.889
INLET E.1 HOR 050YR-24HR 0.465 0.000 44.457 42.076
IV INLET E.1 HOR 100YR-24HR 0.529 0.000 44.462 42.278
INLET E.1 VERT OOIYR-24HR 0.051 0.000 44.431 40.435
INLET E.1 VERT 002YR-24HR 0.063 0.000 44.435 40.756
I INLET E.1 VERT 005YR-24HR 0.082 0.000 44.442 41.225
INLET E.1 VERT OIOYR-24HR 0.100 0.000 44.448 41.610
INLET E.1 VERT 025YR-24HR 0.114 0.000 44.453 41.889
INLET E.1 VERT 050YR-24HR 0.128 0.000 44.457 42.076
INLET E.1 VERT IOOYR-24HR 0.145 0.000 44.462 42.278
INLET E.2 HOR OOIYR-24HR 0.206 0.000 44.433 40.432
INLET E.2 HOR 002YR-24HR 0.253 0.000 44.438 40.765
INLET E.2 HOR 005YR-24HR 0.329 0.000 44.445 41.227
I INLET E.2 HOR 010YR-24HR 0.399 0.000 44.451 41.612
INLET E.2 HOR 025YR-24HR 0.458 0.000 44.456 41.891
i
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I
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Link Comparison Report : All Storm Events
Max Max Max Max
Name Simulation Flow Delta O US Stage DS Stage
Cfs Cfs ft ft
INLET E.2 HOR 050YR-24HR 0.511 0.000 44.460 42.078
INLET E.2 HOR 100YR-24HR 0.582 0.000 44.466 42.281
INLET E.2 VERT 001YR-24HR 0.056 0.000 44.433 40.432
I INLET E.2 VERT 002YR-24HR 0.069 0.000 44.438 40.765
INLET E.2 VERT 005YR-24HR 0.090 0.000 44.445 41.227
INLET E.2 VERT OIOYR-24HR 0.110 0.000 44.451 41.612
INLET E.2 VERT 025YR-24HR 0.126 0.000 44.456 41.891
INLET E.2 VERT 050YR-24HR 0.140 0.000 44.460 42.078
j INLET E.2 VERT 100YR-24HR 0.160 0.000 44.466 42.281
INLET OUT.1 GRA 001YR-24HR 3.102 0.001 43.690 40.629
INLET OUT.1 GRA 002YR-24HR 3.824 0.002 43.718 41.127
INLET OUT.1 GRA 005YR-24HR 4.989 0.004 43.760 41.952
INLET OUT.1 GRA 010YR-24HR 6.058 0.004 43.796 42.770
INLET OUT.1 GRA 025YR-24HR 6.945 0.005 43.824 43.465
INLET OUT.1 GRA 050YR-24HR 7.615 -0.011 43.920 43.812
INLET OUT.1 GRA 100YR-24HR 8.069 -0.020 44.157 44.109
I
INLET OUT.2 GRA OOIYR-24HR 3.435 0.002 44.003 41.282
INLET OUT.2 GRA 002YR-24HR 4.234 0.002 44.033 41.494
INLET OUT.2 GRA 005YR-24HR 5.523 0.005 44.078 42.570
INLET OUT.2 GRA OIOYR-24HR 6.706 0.005 44.117 43.627
INLET OUT.2 GRA 025YR-24HR 7.606 -0.010 44.223 44.126
INLET OUT.2 GRA 050YR-24HR 8.155 -0.019 44.418 44.369
INLET OUT.2 GRA IOOYR-24HR 8.526 0.025 44.664 44.627
INLET OUT.3 GRA 001YR-24HR 3.912 0.002 44.121 41.262
INLET OUT.3 GRA 002YR-24HR 4.821 0.002 44.154 41.457
! INLET OUT.3 GRA 005YR-24HR 6.287 0.006 44.203 42.503
INLET OUT.3 GRA 010YR-24HR 7.632 0.005 44.245 43.525
INLET OUT.3 GRA 025YR-24HR 8.737 -0.007 44.290 44.039
INLET OUT.3 GRA 050YR-24HR 9.534 -0.010 44.404 44.292
` INLET OUT.3 GRA 100YR-24HR 10.154 -0.010 44.607 44.544
INLET OUT.4 GRA 001YR-24HR 4.935 0.002 44.158 41.319
INLET OUT.4 GRA 002YR-24HR 6.081 0.003 44.197 41.652
INLET OUT.4 GRA 005YR-24HR 7.928 0.007 44.254 42.865
INLET OUT.4 GRA 010YR-24HR 9.617 -0.007 44.310 44.018
INLET OUT.4 GRA 025YR-24HR 10.733 -0.021 44.534 44.452
INLET OUT.4 GRA 050YR-24HR 11.284 0.050 44.774 44.711
INLET OUT.4 GRA 100YR-24HR 11.476 0.067 45.055 44.986
INLET OUT.5 GRA 001YR-24HR 5.126 0.002 43.865 41.198
INLET OUT.5 GRA 002YR-24HR 6.315 0.003 43.904 41.483
INLET OUT.5 GRA 005YR-24HR 8.233 0.007 43.963 42.551
INLET OUT.5 GRA 010YR-24HR 9.994 0.007 44.013 43.608
INLET OUT.5 GRA 025YR-24HR 11.250 -0.016 44.188 44.074
INLET OUT.5 GRA 050YR-24HR 11.912 -0.024 44.422 44.345
INLET OUT.5 GRA 100YR-24HR 12.199 -0.021 44.732 44.647
INLET OUT.6 GRA 001YR-24HR 3.746 0.002 43.810 41.153
INLET OUT.6 GRA 002YR-24HR 4.617 0.002 43.841 41.403
INLET OUT.6 GRA 005YR-24HR 6.020 0.005 43.888 42.412
I INLET OUT.6 GRA OIOYR-24HR 7.309 0.005 43.928 43.398
f INLET OUT.6 GRA 025YR-24HR 8.328 -0.008 44.004 43.858
INLET OUT.6 GRA 050YR-24HR 8.942 -0.015 44.173 44.110
INLET OUT.6 GRA 100YR-24HR 9.314 -0.015 44.424 44.382
INLET OUT.7 GRA OOIYR-24HR 3.340 0.002 43.799 40.539
1 INLET OUT.7 GRA 002YR-24HR 4.117 0.002 43.829 40.830
INLET OUT.7 GRA 005YR-24HR 5.371 0.005 43.873 41.409
INLET OUT.7 GRA 010YR-24HR 6.521 0.005 43.911 41.887
j INLET OUT.7 GRA 025YR-24HR 7.476 0.005 43.941 42.249
f INLET OUT.7 GRA 050YR-24HR 8.334 0.005 43.966 42.547
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Link Comparison Report : All Storm Events
i
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
cfs C.fs ft ft
I INLET OUT.7 GRA IOOYR-24HR 9.477 -0.006 43.999 42.940
INLET OUT.8 GRA 001YR-24HR 7.765 0.004 43.749 40.548
INLET OUT.8 GRA 002YR-24HR 9.572 0.004 43.802 40.635
INLET OUT.8 GRA 005YR-24HR 12.487 0.011 43.880 41.255
INLET OUT.8 GRA 010YR-24HR 15.162 0.011 43.946 41.708
INLET OUT.8 GRA 025YR-24HR 17.385 0.012 43.998 42.104
INLET OUT.8 GRA 050YR-24HR 19.381 0.012 44.043 42.480
INLET OUT.8 GRA IOOYR-24HR 22.038 -0.014 44.100 43.011
i�
INLET OUT.9 GRA 001YR-24HR 5.602 0.003 43.781 90.669
INLET OUT.9 GRA 002YR-24HR 6.901 0.003 43.823 41.190
INLET OUT.9 GRA 005YR-24HR 8.996 0.008 43.885 42.063
INLET OUT.9 GRA 010YR-24HR 10.919 0.008 43.939 42.936
INLET OUT.9 GRA 025YR-24HR 12.504 -0.010 43.996 43.663
INLET OUT.9 GRA 050YR-24HR 13.561 -0.019 44.175 44.040
} INLET OUT.9 GRA 100YR-24HR 14.245 -0.030 44.495 44.372
I OUT.1-A.1 001YR-24HR 22.607 -20.767 40.629 40.621
OUT.1-A.1 002YR-24HR 22.387 -22.845 41.127 41.115
OUT.1-A.1 005YR-24HR 22.743 22.903 41.952 41.931
OUT.1-A.1 010YR-24HR 22.748 22.917 42.770 42.740
OUT.1-A.1 025YR-2411R 15.715 --22.781 43.465 43.424
OUT.1-A.1 050YR-24HR 16.154 -22.827 43.812 43.773
OUT.1-A.1 100YR-24HR 16.249 -22.842 44.109 44.070
OUT.2-C.3 001YR-24HR 10.100 12.045 41.282 41.261
OUT.2-C.3 002YR-24HR 10.092 11.976 41.494 41.458
OUT.2-C.3 005YR-24HR 10.090 11.830 42.570 42.507
OUT.2-C.3 010YR-24HR 10.099 11.966 43.627 43.534
OUT.2-C.3 025YR-24HR 10.097 11.980 44.126 44.032
OUT.2-C.3 050YR-24HR 10.101 11.977 44.369 44.277
OUT.2-C.3 IOOYR-24HR 10.105 11.886 44.627 44.530
i
OUT.3-C.6 OOIYR-24HR 12.304 -17.677 41.262 41.236
OUT.3-C.6 002YR-24HR 12.307 17.680 41.451 41.439
OUT.3-C.6 005YR-24HR 12.307 17.659 42.503 42.473
OUT.3-C.6 010YR-24HR 12.408 -17.682 43.525 43.479
i OUT.3-C.6 025YR-24HR 12.445 -17.689 44.039 43.984
OUT.3-C.6 050YR-24HR 12.306 -17.692 44.292 44.234
OUT.3-C.6 100YR-24HR 12.310 -17.666 44.544 44.482
OUT.4-C.12 OOIYR-24HR 16.070 -20.451 41.319 41.301
OUT.4-C.12 002YR-24HR 15.980 -20.153 41.652 41.623
OUT.4-C.12 005YR-24HR 15.953 -20.403 42.865 42.815
OUT.4-C_12 010YR-24HR 16.761 27.157 44.018 43.949
OUT.4-C.12 025YR-24HR 16.047 -20.669 44.452 44.383
OUT.4-C.12 050YR-24HR 19.146 27.048 44.711 44.641
OUT.4-C.12 100YR-24HR 16.000 -20.584 44.986 44.912
OUT.5-C.22 OOIYR-24HR 9.982 -14.555 41.198 41.151
OUT.5-C.22 002YR-24HR 10.096 13.518 41.483 41.400
OUT.5-C.22 005YR-24HR 10.045 14.559 42.551 42.409
OUT.5-C.22 OIOYR-24HR 10.092 -14.557 43.608 43.397
OUT.5-C.22 025YR-24HR 10.966 15.024 44.074 43.854
OUT.5-C.22 050YR-24HR 11.363 12.671 44.345 44.114
OUT.5-C.22 100YR-24HR 11.464 13.532 44.647 44.394
I OUT.6-C.21 OOIYR-24HR 9.965 -13.422 41.153 41.130
OUT.6-C.21 002YR-24HR 9.624 -12.717 41.403 41.360
OUT.6-C.21 005YR-24HR 9.684 -13.149 42.412 42.338
OUT.6-C.21 010YR-24HR 9.678 -13.163 43.398 43.287
OUT.6-C.21 025YR-24HR 9.640 12.927 43.858 43.737
j OUT.6-C.21 050YR-24HR 9.959 -13.347 44.110 43.991
1 OUT.6-C.21 100YR-24HR 9.660 -13.343 44.382 44.263
MCP 09/27/2007
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f'
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
cfs cfs ft ft
OUT.7-D.1 001YR-24HR 3.280 -0.585 40.539 40.535
OUT.7-D.1 002YR-24HR 7.524 -8.015 40.830 40.812
OUT.7-D.1 005YR-24HR 7.467 -8.066 41.409 41.364
OUT.7-D.1 010YR-24HR 7.398 -8.063 41.887 41.817
OUT.7-D.1 025YR-24HR 7.390 -8.060 42.249 42.148
OUT.7-D.1 050YR-24HR 8.246 -8.046 42.547 42.416
OUT.7-D.1 100YR-24HR 9.386 -8.037 42.940 42.764
! OUT.8-E.1 001YR-24HR 8.660 5.722 40.548 40.308
OUT.8-E.1 002YR-24HR 9.569 5.716 40.635 40.505
OUT.8-E.1 005YR-24HR 12.428 5.667 41.255 40.744
OUT.8-E.1 010YR-24HR 15.451 5.725 41.708 40.909
OUT.8-E.1 025YR-24HR 17.342 5.629 42.104 41.027
OUT.8-E.1 050YR-24HR 19.339 5.711 42.480 41.110
OUT.8-E.1 100YR-24HR 21.997 5.876 43.011 41.207
OUT.9-A.2 001YR-24HR 15.386 -14.650 40.669 40.612
OUT.9-A.2 002YR-24HR 12.074 -13.138 41.190 41.100
OUT.9-A.2 005YR-24HR 12.104 11.568 42.063 41.905
OUT.9-A.2 010YR-24HR 12.206 11.537 42.936 42.700
OUT.9-A.2 025YR-24HR 13.672 11.519 43.663 43.371
OUT.9-A.2 050YR-24HR 13.475 11.512 44.040 43.719
OUT.9-A.2 100YR-24HR 13.590 11.507 44.372 44.019
W3-W1 A 001YR-24HR 7.414 -0.008 40.327 40.283
W3-W1 A 002YR-24HR 10.550 -0.008 40.575 40.471
W3-W1 A 005YR-24HR 15.335 0.010 40.927 40.695
W3-W1 A OIOYR-24HR 19.061 0.009 41.228 40.853
W3-W1 A 025YR-24HR 21.980 -0.010 41.475 40.965
W3-W1 A 050YR-24HR 24.045 -0.011 41.662 41.047
W3-W1 A 100YR-24HR 26.295 0.011 41.878 41.138
W3-W1 B OOIYR-24HR 7.414 -0.008 40.327 40.283
W3-W1 B 002YR-24HR 10.550 -0.008 40.575 40.471
W3-W1 B 005YR-24HR 15.335 0.010 40.927 40.695
W3-W1 B 010YR-24HR 19.061 0.009 41.228 40.853
W3-W1 B 025YR-24HR 21.980 -0.010 41.475 40.965
W3-Wl B 050YR-24HR 24.045 -0.011 41.662 41.047
W3-Wl B 100YR-24HR 26.295 0.011 41.878 41.138
NET 1 BUBBLER C OOIYR-24HR 23.671 3.326 40.432 40.404
NET 1 BUBBLER C 002YR-24HR 36.742 20.398 40.758 40.922
WET 1 BUBBLER C 005YR-24HR 7.692 14.400 41.223 41.525
WET 1 BUBBLER C 010YR-24HR 11.202 -20.291 41.607 42.063
WET 1 BUBBLER C 025YR-24HR 11.893 14.979 41.886 42.407
WET 1 BUBBLER C 050YR-24HR 13.125 14.045 42.073 42.631
WET 1 BUBBLER C 100YR-24HR 13.833 -25.025 42.276 42.870
I
WET 1 BUBBLER D 001YR-24HR 0.016 0.013 40.432 40.458
WET 1 BUBBLER D 002YR-24HR 0.016 1.501 40.758 40.810
WET 1 BUBBLER D 005YR-24HR 0.000 -1.645 41.223 41.313
WET 1 BUBBLER D OIOYR-24HR 0.000 -1.646 41.607 41.738
WET 1 BUBBLER D 025YR-24HR 0.000 -1.590 41.886 42.036
WET 1 BUBBLER D 050YR-24HR 0.000 1.532 42.073 42.263
WET 1 BUBBLER D 100YR-24HR 0.000 1.508 42.276 42.550
WET 1 BUBBLER E 001YR-24HR 0.006 0.003 40.432 40.432
WET 1 BUBBLER E 002YR-24HR 0.656 2.065 40.758 40.765
WET 1 BUBBLER E 005YR-24HR 0.592 2.012 41.223 41.227
WET 1 BUBBLER E 010YR-24HR 0.604 2.047 41.607 41.612
WET 1 BUBBLER E 025YR-24HR 0.586 2.023 41.886 41.891
WET 1 BUBBLER E 050YR-24HR 0.600 2.050 42.073 42.078
WET 1 BUBBLER E 100YR-24HR 0.600 2.055 42.276 42.281
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211 Midway
Post - Development
Link Comparison Report : All Storm Events
Max Max Max Max
Name Simulation Flow Delta Q US Stage DS Stage
cfs Cfs ft ft
WET 3 BUBBLER A 001YR-24HR 1.301 -1.925 40.327 40.477
WET 3 BUBBLER A 002YR-24HR 1.304 -1.918 40.515 40.875
WET 3 BUBBLER A 005YR-24HR 1.279 -1.934 40.927 41.502
` WET 3 BUBBLER A 010YR-24HR 1.301 -1.942 41.228 42.092
I WET 3 BUBBLER A 025YR-24HR 1.352 -1.891 41.475 42.585
WET 3 BUBBLER A 050YR-24HR 1.388 -1.893 41.662 42.877
WET 3 BUBBLER A 100YR-24HR 1.421 -1.850 41.878 43.152
WET 3 BUBBLER B 001YR-24HR 0.092 -0.018 40.327 40.336
WET 3 BUBBLER B 002YR-24HR 0.157 0.089 40.575 40.591
WET 3 BUBBLER B 005YR-24HR 0.068 -0.018 40.927 40.958
WET 3 BUBBLER B 010YR-24HR 0.087 -0.013 41.228 41.278
WET 3 BUBBLER B 025YR-24HR 0.098 -0.013 41.475 41.539
} WET 3 BUBBLER B 050YR-24HR 0.093 -0.013 41.662 41.743
t WET 3 BUBBLER B 100YR-24HR 0.086 -0.016 41.878 41.989
1
1
i
l
l
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211 Midway
Post - Development
Basin Summary : lyri24hr Storm Event
1
Name: 1-OUT.8 2--211 MISC 2-C.1 2-C.10 2-C.11
Group: BASE BASE BASE BASE BASE
Simulation: OOlYR - 24HR 001YR - 24HR 001YR - 24HR 001YR - 24HR 001YR - 24HR
Node: N-OUT.8 WET 2 N-C.1 N-C.10 N-C.11
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: U11484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
1 Rain Amount(in): 3.700 3.700 3.700 3.700 3.700
i
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac) : 3.280 0.200 0.230 0.600 0.390
Vol of Unit Hyd(in) : 1.001 1.000 1.000 1.000 1.000
P Curve Num: 95.000 80.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.24 12.23 12.23 12.23
Flow Max(cfs): 7.932 0.331 0.556 1.451 0.943
Runoff Volume(in): 3.131 1.794 3.131 3.131 3.131
Runoff Volume(ft3) : 37284.352 1302.509 2614.452 6820.308 4433.200
Name: 2-C.12 2-C.13 2-C.14 2-C.15 2-C.16
Group: BASE BASE BASE BASE BASE
Simulation: 001YR - 24HR 001YR - 24HR 001YR - 24HR 001YR - 24HR 001YR - 24HR
Node: N-C.12 N-C.13 N-C.14 N-C.15 N-C.16
Type: SCS SCS SCS SCS SCS
i Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0-67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii r
i Rain Amount(in) : 3.700 3.700 3.700 3.700 3.700
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.130 0.510 0.560 0.440 0.450
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 0.314 1.233 1.354 1.064 1.088
Runoff Volume(in) : 3.131 3.131 3.131 3.131 3.131
Runoff Volume(ft3): 1477.733 5797.262 6365.621 5001.559 5115.231
Name: 2-C.17 2-C.18 2-C.19 2-C.2 2-C.20
Group: BASE BASE BASE BASE BASE
Y1 Simulation: OOlYR - 24HR OOlYR - 24HR 001YR - 24HR OOlYR - 24HR 001YR - 24HR
Node: N-C.17 N-C.18 N-C.19 N-C.2 N-C.20
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
i Rain Amount(in): 3.700 3.700 3.700 3.700 3.700
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.250 0.110 0.640 0.290 0.530
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
MCP 09/27/2007
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III Midway
Post - Development
Basin Summary : lyr/24hr Storm Event
1
I'
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.605 0.266 1.548 0.701 1.282
Runoff Volume(in): 3.131 3.131 3.131 3.131 3.131
( Runoff Volume(ft3): 2841.795 1250.390 7274.995 3296.482 6024.606
)
Name: 2-C.21 2-C.22 2-C.23 2-C.24 2-C.25
Group: BASE BASE BASE BASE BASE
Simulation: 001YR - 24HR 001YR - 24HR OOIYR - 24HR 001YR - 24HR 001YR - 24HR
Node: N-C.21 N-C.22 N-C.23 N-C.24 N-C.25
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 3.700 3.700 3.700 3.700 3.700
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.170 0.190 0.410 0.090 0.380
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
4 Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.411 0.459 0.991 0.218 0.919
Runoff Volume(in): 3.131 3.131 3.131 3.131 3.131
Runoff Volume(ft3): 1932.421 2159.764 4660.544 1023.046 4319.529
Name: 2-C_3 2-C.4 2-C.5 2-C.6 2-C.7
Group: BASE BASE BASE BASE BASE
i Simulation: 001YR - 24HR 001YR - 24HR 001YR - 24HR OOIYR - 24HR OOIYR - 24HR
Node: N-C.3 N-C.4 N-C.5 N-C.6 N-C.7
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 3.700 3.700 3.700 3.700 3.700
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.190 0.140 0.270 0.150 0.100
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.459 0.339 0.653 0.363 0.242
Runoff Volume(in): 3.131 3.131 3.131 3.131 3.131
Runoff Volume(ft3): 2159.764 1591.405 3069.139 1705.077 1136.718
Name: 2-C.8 2-C.9 2-D.1 2-D.2 2-E.1
Group: BASE BASE BASE BASE BASE
Simulation: OOIYR - 24HR 001YR - 24HR 001YR - 24HR 001YR - 24HR 001YR - 24HR
Node: N-C.8 N-C.9 N-D.1 N-D.2 N-E.1
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
( MCP 09/27/2007
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211 Midway
y Post - Development
jl Basin Summary : lyr/24hr Storm Event
1,
1
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 3.700 3.700 3.700 3.700 3.700
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
l Time Shift(hrs) . 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.160 0.750 0.130 0.130 0.100
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.387 1.814 0.314 0.314 0.242
Runoff Volume(in): 3.131 3.131 3.131 3.131 3.131
Runoff Volume(ft3) : 1818.749 8525.385 1477.733 1477.733 1136.718
Name: 2-E.2 2-OUT.2 2-OUT.3 2-OUT.4 2-OUT.5
Group: BASE BASE BASE BASE BASE
Simulation: 001YR - 24HR OOlYR - 24HR 001YR - 24HR OOlYR - 24HR 001YR - 24HR
Node: N-E.2 N-OUT.2 N-OUT.3 N-OUT.4 N-OUT.5
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 4B4.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 3.700 3.700 3.700 3.700 3.700
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
j Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.110 1.450 1.650 2.080 2.160
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
j Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
11 Flow Max(cfs): 0.266 3.506 3.990 5.030 5.223
Runoff Volume(in): 3.131 3.131 3.131 3.131 3.131
Runoff Volume(ft3): 1250.390 16482.412 18755.848 23643.735 24553.110
Name: 2-OUT.6 2-OUT.7 3-A.1 3-A.2 3-A.3
i Group: BASE BASE BASE BASE BASE
Simulation: 001YR - 24HR OOlYR - 24HR OOlYR - 24HR OOlYR - 24HR OOlYR - 24HR
Node: N-OUT.6 N-OUT.7 N-A.1 N-A.2 N-A.3
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
I Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 3.700 3.700 3.700 3.700 3.700
r Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac) : 1.580 1.410 0.200 0.120 0.300
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA($): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 3.821 3.410 0.484 0.290 0.725
Runoff Volume(in): 3.131 3.131 3.131 3.131 3.131
` Runoff Volume(ft3): 17960.145 16027.724 2273.436 1364.062 3410.154
l Name: 3-A.4 3-A.5 3-B.1 3-B.2 3-OUT.1
i MCP 09/27/2007
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211 Midway
Post - Development
Basin Summary : lyr/24hr Storm Event
}
4�
7
I Group: BASE BASE BASE BASE BASE
Simulation: 001YR - 24HR 001YR - 24HR 001YR - 24HR 001YR - 24HR 001YR - 24HR
Node: N-A.4 N-A.5 N-B.1 N-B.2 N-OUT.1
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 3.700 3.700 3.700 3.700 3.700
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.200 0.630 0.350 1.000 1.310
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
+ DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.484 1.523 0.846 2.418 3.168
Runoff Volume(in): 3.131 3.131 3.131 3.131 3.131
I Runoff Volume(ft3): 2273.436 7161.324 3978.513 11367.180 14891.006
Name: 3-OUT.9 POST WET 1 POST WET 2 POST WET 3 WETLANDS
Group: BASE BASE BASE BASE BASE
Simulation: 001YR - 24HR 001YR - 24HR 001YR - 24HR 001YR - 24HR 001YR - 24HR
Node: N-OUT.9 WET 1 WET 2 WET 3 OUTFALL POINT
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 3.700 3.700 3.700 3.700 3.700
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
+ TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 2.360 2.687 3.749 4.150 2.414
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 91.190 85.540 81.160 73.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.24 12.24
Flow Max(cfs): 5.707 6.073 7.368 7.138 3.046
Runoff Volume(in): 3.131 2.746 2.234 1.882 1.314
Runoff Volume(ft3): 26826.546 26780.707 30403.312 28344.761 11516.575
I
L
i
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0
211 Midway
Post - Development
Basin Summary : 2yr/24hr Storm Event
Name: 1-OUT.8 2-211 MISC 2-C.1 2-C.10 2-C.11
Group: BASE BASE BASE BASE BASE
Simulation: 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR
Node: N-OUT.8 WET 2 N-C.1 N-C.10 N-C.11
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 4.500 4.500 4.500 4.500 4.500
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 3.280 0.200 0.230 0.600 0.390
Vol of Unit Hyd(in): 1.001 1.000 1.000 1.000 1.000
Curve Num: 95.000 80.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
' Time Max(hrs) : 12.23 12.24 12.23 12.23 12.23
Flow Max(cfs) : 9.757 0.443 0.684 1.785 1.160
Runoff Volume(in): 3.919 2.458 3.919 3.919 3.919
Runoff Volume(ft3): 46666.836 1784.689 3272.370 8536.616 5548.801
Name: 2-C.12 2-C.13 2-C.14 2-C.15 2-C.16
Group: BASE BASE BASE BASE BASE
Simulation: 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR
Node: N-C.12 N-C.13 N-C.14 N-C.15 N-C.16
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
I Rain Amount(in): 4.500 4.500 4.500 4.500 4.500
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
' Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
I Area(ac): 0.130 0.510 0.560 0.440 0.450
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.387 1.517 1.666 1.309 1.339
Runoff Volume(in): 3.919 3.919 3.919 3.919 3.919
Runoff Volume(ft3): 1849.600 7256.124 7967.509 6260.185 6402.462
Name: 2-C.17 2-C.18 2-C.19 2-C.2 2-C.20
Group: BASE BASE BASE BASE BASE
Simulation: 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR
Node: N-C.17 N-C.18 N-C.19 N-C.2 N-C.20
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 4.500 4.500 4.500 4.500 4.500
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.250 0.110 0.640 0.290 0.530
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
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III Midwa7
Post - Development
Basin Summary : 2yr/24hr Storm Event
i
Curve Num: 95-000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.744 0.327 1.904 0.863 1.577
Runoff Volume(in) : 3.919 3.919 3.919 3.919 3.919
Runoff Volume(ft3): 3556.923 1565.046 9105.724 4126.031 7540.678
i
Name: 2-C.21 2-C.22 2-C.23 2-C.24 2-C.25
Group: BASE BASE BASE BASE BASE
Simulation: 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR
Node: N-C.21 N-C.22 N-C.23 N-C.24 N-C.25
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
1 Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 4.500 4.500 4.500 4.500 4.500
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.170 0.190 0.410 0.090 0.380
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0-000 01000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.506 0.565 1.220 0.268 1.130
Runoff Volume(in) : 3.919 3.919 3.919 3.919 3.919
f Runoff Volume(ft3): 2416.708 2703.262 5833.354 1280.492 5406.524
i
Name: 2-C.3 2--C.4 2-C.5 2-C.6 2-C.7
Group: BASE BASE BASE BASE BASE
j Simulation: 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR
J Node: N-C.3 N-C.4 N-C.5 N-C.6 N-C.7
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 4.500 4.500 4.500 4.500 4.500
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsi'te Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.190 0.140 0.270 0.150 0.100
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
I Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
+ Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 0.565 0.416 0.803 0.446 0.297
Runoff Volume(in) : 3.919 3.919 3.919 3.919 3.919
[ Runoff Volume(ft3) : 2703.262 1991.877 3841.477 2134.154 1422.769
IJ Name: 2-C.8 2-C.9 2-D.1 2-D.2 2-E.1
Group: BASE BASE BASE BASE BASE
Simulation: 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR
Node: N-C.8 N-C.9 N-D.1 N-D.2 N-E.1
--�' Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
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I

211 Midway
Post - Development
Basin Summary : 2yri24hr Storm Event
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 4.500 4.500 4.500 4.500 4.500
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.160 0.750 0.130 0.130 0.100
( Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 0.476 2.231 0.387 0.387 0.297
! Runoff Volume(in) : 3.919 3.919 3.919 3.919 3.919
Runoff Volume(ft3) : 2276.431 10670.770 1849.600 1849.600 1422.769
Name: 2--E.2 2-OUT.2 2-OUT.3 2-OUT.4 2-OUT.5
Group: BASE BASE BASE BASE BASE
Simulation: 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR
Node: N-E.2 N-OUT.2 N-OUT.3 N-OUT.4 N-OUT.5
j Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh4B4 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 4.500 4.500 4.500 4.500 4.500
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.110 1.450 1.650 2.080 2.160
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(k): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.327 4.313 4.908 6.187 6.425
Runoff Volume(in): 3.919 3.919 3.919 3.919 3.919
Runoff Volume(ft3): 1565.046 20630.156 23475.695 29593.603 30731.819
Name: 2-OUT.6 2-OUT.7 3-A.1 3-A.2 3-A.3
Group: BASE BASE BASE BASE BASE
Simulation: 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR
Node: N-OUT.6 N-OUT.7 N-A.l N-A.2 N-A.3
i Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 4.500 4.500 4.500 4.500 4.500
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
j I Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00 Area(ac): 1.580 1.410 0.200 0.120 0.300
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
I Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 4.700 4.194 0.595 0.357 0.892
Runoff Volume(in): 3.919 3.919 3.919 3.919 3.919
Runoff Volume(ft3): 22479.756 20061.048 2845.539 1707.323 4268.308
Name: 3-A.4 3-A.5 3-B.1 3-B.2 3-OUT.1
A
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211 Midway
lPost - Development
+ Basin Summary : 2yr/24hr Storm Event
Group: BASE BASE BASE BASE BASE
Simulation: 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR
Node: N-A.4 N-A.5 N-B.1 N-B.2 N-OUT.1
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 4.500 4.500 4.500 4.500 4.500
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
} TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.200 0.630 0.350 1.000 1.310
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.595 1.874 1.041 2.975 3.897
Runoff Volume(in): 3.919 3.919 3.919 3.919 3.919
Runoff Volume(ft3): 2845.539 8963.447 4979.693 14227.694 18638.279
Name: 3-OUT.9 POST WET 1 POST WET 2 POST WET 3 WETLANDS
i Group: BASE BASE BASE BASE BASE
Simulation: 002YR - 24HR 002YR - 24HR 002YR - 24HR 002YR - 24HR UO2YR - 24HR
Node: N-OUT.9 WET 1 WET 2 WET 3 OUTFALL POINT
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 4.500 4.500 4.500 4.500 4.500
y Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite OnsitP.
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 2.360 2.687 3.749 4.150 2.414
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 91.190 85.540 81.160 73.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.24 12.24
Flow Max(cfs): 7.020 7.602 9.523 9.480 4.306
Runoff Volume(in): 3.919 3.513 2.956 2.559 1.893
Runoff Volume(ft3): 33577.357 34264.953 40225.113 38544.416 16589.243
MCP 09/27/2007 -
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 4 of 4
I
{

1
_ 211 Midway
Post - Development
Basin Summary : 5yr/24hr Storm Event
l Name: 1-OUT.8 2-211 MISC 2-C.1 2-C.10 2-C.11
1) Group: BASE BASE BASE BASE BASE
Simulation: 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR
Node: N-OUT.8 WET 2 N-C.1 N-C.10 N-C.11
1 Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
i' Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 5.800 5.800 5.800 5.800 5.800
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 3.280 0.200 0.230 0.600 0.390
Vol of Unit Hyd(in): 1.001 1.000 1.000 1.000 1.000
Curve Num: 95.000 80.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
i Flow Max(cfs): 12.703 0.628 0.891 2.324 1.510
Runoff Volume(in): 5.206 3.596 5.206 5.206 5.206
Runoff Volume(ft3): 61984.645 2611.038 4346.484 11338.655 7370.126
Name: 2-C.12 2-C.13 2-C.14 2-C.15 2-C.16
Group: BASE BASE BASE BASE BASE
Simulation: 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR
Node: N-C.12 N-C.13 N-C.14 N-C.15 N-C.16
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 5.800 5.800 5.800 5.800 5.800
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.130 0.510 0.560 0.440 0.450
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
j Flow Max(cfs): 0.503 1.975 2.169 1.704 1.743
1 Runoff Volume(in) : 5.206 5.206 5.206 5.206 5.206
Runoff Volume(ft3) : 2456.709 9637.856 10582.744 8315.013 8503.991
Name: 2-C.17 2-C.18 2-C.19 2-C.2 2-C.20
Group: BASE BASE BASE BASE BASE
Simulation: 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR
Node: N-C.17 N-C.18 N-C.19 N-C.2 N-C.20
Type: SCS SCS SCS SCS SCS
( Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
I) Peaking Factor: 484.0 484.0 484.0 484.0 464.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
j Rain Amount(in): 5.800 5.800 5.800 5.800 5.800
1 Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
' Area(ac): 0.250 0.110 0.640 0.290 0.530
f Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
I MCP 09/27/2007
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211 Midway
Post - Development
Basin Summary : 5yr/24hr Storm Event
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 0.968 0.426 2.479 1.123 2.053
Runoff Volume(in) : 5.206 5.206 5.206 5.206 5.206
Runoff Volume(ft3) : 4724.439 2078.753 12094.565 5480.350 10015.812
Name: 2-C.21 2-C.22 2-C.23 2-C.24 2-C.25
Group: BASE BASE BASE BASE BASE
Simulation: 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR
Node: N-C.21 N-C.22 N-C.23 N-C.24 N-C.25
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 5.800 5.800 5.800 5.800 5.800
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.170 0.190 0.410 0.090 0.380
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 0.658 0.736 1.588 0.349 1.472
ti Runoff Volume(in) : 5.206 5.206 5.206 5.206 5.206
Runoff Volume(ft3) : 3212.619 3590.574 7748.081 1700.798 7181.148
I
Name: 2-C.3 2-C.4 2-C.5 2-C.6 2-C.7
Group: BASE BASE BASE BASE BASE
Simulation: 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR
Node: N-C.3 N-C.4 N-C.5 N-C.6 N-C.7
( Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 5.800 5.800 5.800 5.800 5.800
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
j Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.190 0.140 0.270 0.150 0.100
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(o) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.736 0.542 1.046 0.581 0.387
Runoff Volume(in). 5.206 5.206 5.206 5.206 5.206
Runoff Volume(ft3): 3590.574 2645.686 5102.395 2834.664 1889.776
Name: 2-C.8 2-C.9 2-D.1 2-D.2 2-E.1
Group: BASE BASE BASE BASE BASE
Simulation: 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR
Node: N-C.8 N-C.9 N-D.1 N-D.2 N-E.1
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) C2002 Streamline Technologies,Inc. Page 2 of 4
_i

III Midway
Post - Development
Basin Summary : 5yr/24hr Storm Event
f
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 5.800 5.800 5.800 5.800 5.800
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.160 0.750 0.130 0.130 0.100
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.620 2.905 0.503 0.503 0.387
Runoff Volume(in): 5.206 5.206 5.206 5.206 5.206
Runoff Volume(ft3): 3023.641 14173.318 2456.709 2456.709 1889.776
Name: 2-E.2 2-OUT.2 2-OUT.3 2-OUT.4 2-OUT.5
Group: BASE BASE BASE BASE BASE
Simulation: 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR
Node: N-E.2 N-OUT.2 N-OUT.3 N-OUT.4 N-OUT.5
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) . 5.800 5.800 5.800 5.800 5.800
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.110 1.450 1.650 2.080 2.160
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.426 5.616 6.390 8.056 8.366
Runoff Volume(in) : 5.206 5.206 5.206 5.206 5.206
Runoff Volume(ft3) : 2078.753 27401.749 31181.300 39307.336 40819.157
i
Name: 2-OUT.6 2-OUT.7 3-A.1 3-A.2 3-A.3
Group: BASE BASE BASE BASE BASE
Simulation: 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR
Node: N-OUT.6 N-OUT.7 N-A.1 N-A.2 N-A.3
i Type: SCS SCS SCS SCS SCS
! Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
I Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
1 Rain Amount(in) : 5.800 5.800 5.800 5.800 5.800
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac) : 1.580 1.410 0.200 0.120 0.300
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
II Flow Max(cfs) : 6.119 5.461 0.775 0.465 1.162
Runoff Volume(in) : 5.206 5.206 5.206 5.206 5.206
Runoff Volume(ft3): 29858.457 26645.838 3779.552 2267.731 5669.327
Name: 3-A.4 3-A.5 3-B.1 3-B.2 3-OUT.1
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211 Midway
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tl Basin Summary : 5yr/24hr Storm Event
r
1
Group: BASE BASE BASE BASE BASE
Simulation: 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR 005YR - 24HR
Node: N-A.4 N-A.5 N-B.1 N-B.2 N-OUT.1
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
4 Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in). 5.800 5.800 5.800 5.800 5.800
j Duration(hrs): 24.00 24.00 24.00 24.00 24.00
II Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.200 0.630 0.350 1.000 1.310
j Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
I DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.775 2.440 1.356 3.873 5.074
Runoff Volume(in): 5.206 5.206 5.206 5.206 5.206
I Runoff Volume(ft3) : 3779.552 11905.587 6614.215 18897.756 24756.063
Name: 3-OUT.9 POST WET 1 POST WET 2 POST WET 3 WETLANDS
Group: BASE BASE BASE BASE BASE
Simulation: 005YR - 24HR 005YR - 24HR 005YR 241IR 005YR - 24HR 005YR - 24HR
f Node: N-OUT.9 WET 1 WET 2 WET 3 OUTFALL POINT
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 5.800 5.800 5.800 5.800 5.800
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 2.360 2.687 3.749 4.150 2.414
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
i Curve Num: 95.000 91.190 85.540 81.160 73.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.24
Flow Max(cfs): 9.140 10.063 13.021 13.344 6.455
! Runoff Volume(in): 5.206 4.776 4.165 3.713 2.920
li Runoff Volume(ft3): 44598.708 46566.965 56686.881 55937.042 25583.576
f
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211 Midway
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Basin Summary : 10yr/24hr Storm Event
l
j Name: 1-OUT.8 2-211 MISC 2-C.1 2-C.10 2-C.11
I} Group: BASE BASE BASE BASE BASE
Simulation: 010YR - 24HR OlOYR - 24HR 010YR - 24HR 010YR - 24HR 010YR - 24HR
Node: N-OUT.8 WET 2 N-C.1 N-C.10 N-C.11
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 464.0
j Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 7.000 7.000 7.000 7.000 7.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac) : 3.280 0.200 0.230 0.600 0.390
Vol of Unit Hyd(in): 1.001 1.000 1.000 1.000 1.000
Curve Num: 95.000 80.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 15.411 0.801 1.081 2.819 1.832
Runoff Volume(in) : 6.397 4.688 6.397 6.397 6.397
Runoff Volume(ft3) : 76167.656 3403.615 5341.025 13933.108 9056.520
Name: 2-C.12 2-C.13 2-C.14 2-C.15 2-C.16
Group: BASE BASE BASE BASE BASE
Simulation: OlOYR - 24HR 010YR - 24HR OIOYR - 24HR 010YR - 24HR 010YR - 24HR
Node: N-C.12 N-C.13 N-C.14 N-C.15 N-C.16
Type: SCS SCS SCS SCS SCS
4 Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0..67 0.67 • 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 7.000 7.000 7.000 7.000 7.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.130 0.510 0.560 0.440 0.450
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.611 2.396 2.631 2.067 2.114
Runoff Volume(in) : 6.397 6.397 6.397 6.397 6.397
Runoff Volume(ft3) : 3018.840 11843.142 13004.234 10217.612 10449.831
Name: 2-C.17 2-C.18 2-C.19 2-C.2 2-C.20
Group: BASE BASE BASE BASE BASE
Simulation: OlOYR - 24HR 010YR - 24HR 010YR - 24HR 010YR - 24HR 010YR - 24HR
Node: N-C.17 N-C.18 N-C.19 N-C.2 N-C.20
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 7.000 7.000 7.000 7.000 7.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.250 0.110 0.640 0.290 0.530
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
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211 Midway
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Basin Summary : 10yr/24hr Storm Event
i
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 1.175 0.517 3.007 1.363 2.490
Runoff Volume(in): 6.397 6.397 6.397 6.397 6.397
{ Runoff Volume(ft3) : 5805.462 2554.403 14861.982 6734.335 12307.579
If Name: 2-C.21 2-C.22 2-C.23 2-C.24 2-C.25
Group: BASE BASE BASE BASE BASE
Simulation: 010YR - 24HR 010YR - 24HR 010YR - 24HR 010YR - 24HR 010YR - 24HR
Node: N-C.21 N-C.22 N-C.23 N-C.24 N-C.25
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
! Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 7.000 7.000 7.000 7.000 7.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
i TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.170 0.190 0.410 0.090 0.380
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
I DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12:23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 0.799 0.893 1.926 0.423 1.785
Runoff Volume(in) : 6.397 6.397 6.397 6.397 6.397
Runoff Volume(ft3): 3947.714 4412.151 9520.957 2089.966 8824.302
Name: 2-C.3 2-C.4 2-C.5 2-C.6 2-C.7
Group: BASE BASE BASE BASE BASE
Simulation: 010YR - 24HR 010YR - 24HR 010YR - 24HR 010YR - 24HR OIOYR - 24HR
+ Node: N-C.3 N-C.4 N-C.5 N-C.6 N-C.7
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 7.000 7.000 7.000 7.000 7.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
! Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.190 0.140 0.270 0.150 0.100
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.893 0.658 1.269 0.705 0.470
Runoff Volume(in) : 6.397 6.397 6.397 6.397 6.397
Runoff Volume(ft3): 4412.151 3251.058 6269.899 3483.277 2322.185
Name: 2-C.8 2-C.9 2-D.1 2-D.2 2-E.1
Group: BASE BASE BASE BASE BASE
Simulation: 010YR - 24HR 010YR - 24HR OlOYR - 24HR 010YR - 24HR 010YR - 24HR
Node: N-C.8 N-C.9 N-D.1 N-D.2 N-E.1
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
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211 Midway
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Basin Summary . 10yr/24hr Storm Event
�l Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Jl Rain Amount(in) : 7.000 7.000 7.000 7.000 7.000
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.160 0.750 0.130 0.130 0.100
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
i Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 0.752 3.524 0.611 0.611 0.470
( Runoff Volume(in) : 6.397 6.397 6.397 6.397 6.397
I Runoff Volume(ft3): 3715.495 17416.385 3018.840 3018.840 2322.185
i Name: 2-E.2 2-OUT.2 2-OUT.3 2-OUT.4 2-OUT.5
1 Group: BASE BASE BASE BASE BASE
Simulation: OIOYR - 24HR OlOYR - 24HR 010YR - 24HR 010YR - 24HR 010YR - 24HR
Node: N-E.2 N-OUT.2 N-OUT.3 N-OUT.4 N-OUT.5
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 7.000 7.000 7.000 7.000 7.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.110 1.450 1.650 2.080 2.160
Vol of Unit Hyd(in) . 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.517 6.813 7.752 9.773 10.149
Runoff Volume(in): 6.397 6.397 6.397 6.397 6.397
Runoff Volume(ft3): 2554.403 33671.677 38316.047 48301.440 50159.188
I
Name: 2-OUT.6 2-OUT.7 3-A.1 3-A.2 3-A.3
Group: BASE BASE BASE BASE BASE
Simulation: 010YR - 24HR 010YR - 24HR 010YR - 24HR 010YR - 24HR 010YR - 24HR
Node: N-OUT.6 N-OUT.7 N-A.1 N-A.2 N-A.3
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
I Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 7.000 7.000 7.000 7.000 7.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 1.580 1.410 0.200 0.120 0.300
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 7.423 6.625 0.940 0.564 1.410
j Runoff Volume(in): 6.397 6.397 6.397 6.397 6.397
Runoff Volume(ft3): 36690.517 32742.803 4644.369 2786.622 6966.554
Name: 3-A.4 3-A.5 3-B.1 3-B.2 3-OUT.1
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211 Midway
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Basin Summary : 10yr/24hr Storm Event
j Group: BASE BASE BASE BASE BASE
4 Simulation: 010YR - 24HR 010YR - 24HR 010YR - 24HR OlOYR - 24HR 010YR - 24HR
Node: N-A.4 N-A.5 N-B.1 N-B.2 N-OUT.1
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
I Peaking Factor: 484.0 484.0 484.0 484.0 484.0
i Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 7.000 7.000 7.000 7.000 7.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.200 0.630 0.350 1.000 1.310
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
( DCIA(g): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.940 2.960 1.644 4.698 6.155
Runoff Volume(in): 6.397 6.397 6.397 6.397 6.397
Runoff Volume(ft3): 4644.369 14629.763 8127.646 23221.846 30420.619
Name: 3-OUT.9 POST WET 1 POST WET 2 POST WET 3 WETLANDS
Group: BASE BASE BASE BASE BASE
Simulation: 010YR - 24HR 010YR - 24HR 010YR - 24HR 010YR - 24HR 010YR - 24HR
Node: N-OUT.9 WET 1 NET 2 WET 3 OUTFALL POINT
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 7.000 7.000 7.000 7.000 7.000
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 2.360 2.687 3.749 4.150 2.414
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 91.190 85.540 81.160 73.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.24
Flow Max(cfs) : 11.088 12.318 16.232 16.923 8.495
Runoff Volume(in) : 6.397 5.953 5.307 4.816 3.930
Runoff Volume(ft3) : 54803.557 58062.378 72215.614 72555.886 34438.030
I
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Basin Summary : 25yr/24hr Storm Event
- I
1
Name: 1-OUT.8 2-211 MISC 2-C.1 2-C.10 2-C.11
Group: BASE BASE BASE BASE BASE
Simulation: 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR
Node: N-OUT.8 WET 2 N-C.1 N-C.10 N-C.11
Type: SCS SCS SCS SCS SCS
i Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
i Rain Amount(in): 8.000 8.000 8.000 8.000 8.000
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac): 3.280 0.200 0.230 0.600 0.390
Vol of Unit Hyd(in) : 1.001 1.000 1.000 1.000 1.000
Curve Num: 95.000 80.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 17.661 0.945 1.238 3.231 2.100
Runoff Volume(in): 7.391 5.617 7.391 7.391 7.391
Runoff Volume(ft3): 88005.471 4078.297 6171.115 16098.562 10464.065
Name: 2-C.12 2-C.13 2-C.14 2-C.15 2-C.16
Group: BASE BASE BASE BASE BASE
Simulation: 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR
Node: N-C.12 N-C.13 N-C.14 N-C.15 N-C.16
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 8.000 8.000 8.000 8.000 8.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.130 0.510 0.560 0.440 0.450
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
i Flow Max(cfs): 0.700 2.746 3.015 2.369 2.423
Runoff Volume(in): 7.391 7.391 7.391 7.391 7.391
Runoff Volume(ft3) : 3488.022 13683.777 15025.324 11805.612 12073.921
Name: 2-C.17 2-C.18 2-C.19 2-C.2 2-C.20
Group: BASE BASE BASE BASE BASE
Simulation: 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR
Node: N-C.17 N-C.18 N-C.19 N-C_2 N-C.20
Type: SCS SCS SCS SCS SCS
7 Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 464.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
i Rain Amount(in) : 8.000 8.000 8.000 8.000 8.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
i Area(ac): 0.250 0.110 0.640 0.290 0.530
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
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I

211 Midway
Post - Development
Basin Summary : 25yr/24hr Storm Event
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 1.346 0.592 3.446 1.561 2.854
Runoff Volume(in) : 7.391 7.391 7.391 7.391 7.391
iRunoff Volume(ft3): 6707.734 2951.403 17171.799 7780.972 14220.396
Name: 2-C.21 2-C.22 2-C.23 2-C.24 2-C.25
Group: BASE BASE BASE BASE BASE
Simulation: 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR
Node: N-C.21 N-C.22 N-C.23 N-C.24 N-C.25
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
i Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 8.000 8.000 8.000 8.000 8.000
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.170 0.190 0.410 0.090 0.380
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 0.915 1.023 2.208 0.485 2.046
Runoff Volume(in) : 7.391 7.391 7.391 7.391 7.391
Runoff Volume(ft3) : 4561.259 5097.878 11000.684 2414.784 10195.756
Name: 2-C.3 2-•C.4 2-C.5 2-C.6 2-C.7
Group: BASE BASE BASE BASE BASE
Simulation: 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR
Node: N-C.3 N-C.4 N-C.5 N-C.6 N-C.7
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 8.000 8.000 8.000 8.000 8.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.190 0.140 0.270 0.150 0.100
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
+ Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 1.023 0.754 1.454 0.808 0.538
Runoff Volume(in): 7.391 7.391 7.391 7.391 7.391
Runoff Volume(ft3) : 5097.878 3756.331 7244.353 4024.640 2683.094
Name: 2-C.8 2-C.9 2-D.1 2-D.2 2-E.1
Group: BASE BASE BASE BASE BASE
i
Simulation: 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR
I Node: N-C.8 N-C.9 N-D.1 N-D.2 N-E.1
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
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i
I
(
211 Midway
Post - Development
Basin Summary : 25yr/24hr Storm Event
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 8.000 8.000 8.000 8.000 8.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
_ TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.160 0.750 0.130 0.130 0.100
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
} Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
l+ Flow Max(cfs) : 0.862 4.038 0.700 0:700 0.538
Runoff Volume(in): 7.391 7.391 7.391 7.391 7.391
Runoff Volume(ft3): 4292.950 20123.202 3488.022 3488.022 2683.094
I Name: 2-E.2 2-OUT.2 2-OUT.3 2-OUT.4 2-OUT.5
} Group: BASE BASE BASE BASE BASE
Simulation: 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR
Node: N-E.2 N-OUT.2 N-OUT.3 N-OUT.4 N-OUT.5
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 8.000 8.000 8.000 8.000 8.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.110 1.450 1.650 2.080 2.160
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.592 7.807 8.884 11.200 11.630
Runoff Volume(in): 7.391 7.391 7.391 7.391 7.391
Runoff Volume(ft3): 2951.403 38904.858 44271.045 55808.347 57954.822
Name: 2-OUT.6 2-OUT.7 3-A.1 3-A.2 3-A.3
Group: BASE BASE BASE BASE BASE
Simulation: 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR
Node: N-OUT.6 N-OUT.7 N-A.1 N-A.2 N-A.3
Type: SCS SCS SCS SCS SCS
f Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
I Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 8.000 8.000 8.000 8.000 8.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 1.580 1.410 0.200 0.120 0.300
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 8.507 7.592 1.077 0.646 1.615
I Runoff Volume(in): 7.391 7.391 7.391 7.391 7.391
Runoff Volume(ft3): 42392.879 37831.620 5366.187 3219.712 8049.281
Name: 3-A.4 3-A.5 3-B.1 3-B.2 3-OUT.1
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211 Midway
j Post - Development
Basin Summary : 25yr/24hr Storm Event
i
I
Group: BASE BASE BASE BASE BASE
Simulation: 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR
Node: N-A.4 N-A.5 N-B_1 N-B.2 N-OUT.1
Type: SCS SCS SCS SCS SCS
_ Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 8.000 8.000 8.000 8.000 8.000
I
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.200 0.630 0.350 1.000 1.310
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 1.077 3.392 1.885 5.384 7.054
Runoff Volume(in) : 7.391 7.391 7.391 7.391 7.391
Runoff Volume(ft3) : 5366.187 16903.490 9390.828 26830.936 35148.527
Name: 3-OUT.9 POST WET 1 POST WET 2 POST WET 3 WETLANDS
Group: BASE BASE BASE BASE BASE
Simulation: 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR 025YR - 24HR
Node: N-OUT.9 WET 1 WET 2 WET 3 OUTFALL POINT
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) - 0.67 0.67 0.67 0.61 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 8.000 8.000 8.000 8.000 8.000
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 2.360 2.687 3.749 4.150 2.414
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 91.190 85.540 81.160 73.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Ptax(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 12.707 14.186 18.893 19.898 10.216
Runoff Volume(in): 7.391 6.938 6.269 5.753 4.804
Runoff Volume(ft3) : 63321.010 67669.849 85309.154 86671.719 42092.255
d
I
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211 Midway
I Post - Development
Basin Summary : 50yr/24hr Storm Event
Name: 1-OUT.8 2-211 MISC 2-C.1 2-C.10 2-C.11
Group: BASE BASE BASE BASE BASE
Simulation: 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR
Node: N-OUT.8 WET 2 N-C.1 N-C.10 N-C.11
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 8.900 8.900 8.900 8.900 8.900
Duration(I1rs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac) : 3.280 0.200 0.230 0.600 0.390
Vol of Unit Hyd(in): 1.001 1.000 1.000 1.000 1.000
Curve Num: 95.000 80.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 19.682 1.073 1.380 3.600 2.340
Runoff Volume(in): 8.287 6.465 8.287 8.287 8.287
Runoff Volume(ft3) : 98669.174 4693.410 6918.875 18049.239 11732.005
Name: 2-C.12 2-C.13 2-C.14 2-C.15 2-C.16
Group: BASE BASF BASE BASE BASE
Simulation: 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR
Node: N-C.12 N-C.13 N-C.14 N-C.15 N-C.16
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 8.900 8.900 8.900 8.900 8_900
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.130 0.510 0.560 0.440 0.450
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.780 3.060 3.360 2.640 2.700
Runoff Volume(in): 8.287 8.287 8.287 8.287 8.287
Runoff Volume(ft3) : 3910.668 15341.853 16845.956 13236.109 13536.929
f Name: 2-C.17 2-C.18 2-C.19 2-C.2 2-C.20
Group: BASE BASE BASE BASE BASE
Simulation: 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR
Node: N-C.17 N-C.18 N-C.19 N-C.2 N-C.20
Type: SCS SCS SCS SCS SCS
i Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
i Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 8.900 8-900 8.900 8.900 6.900
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5-00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.250 0.110 0.640 0.290 0.530
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
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211 Midway
Post - Development
tl Basin Summary : 50yr/24hr Storm Event
j Curve Mum: 95.000 95.000 95.000 95.000 95.000
{t DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 1.500 0.660 3.840 1.740 3.180
Runoff Volume(in) : 8.287 8.287 8.287 8.287 8.287
Runoff Volume(ft3) : 7520.516 3309.027 19252.522 8723.799 15943.495
Name: 2-C.21 2-C.22 2-C.23 2-C.24 2-C.25
Group: BASE BASE BASE BASE BASE
Simulation: 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR
Node: N-C.21 N-C.22 N-C.23 N-C.24 N-C.25
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 8.900 8.900 8.900 8.900 8.900
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.170 0.190 0.410 0.090 0.380
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Mum: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Idax(cfs): 1.020 1.140 2.460 0.540 2.280
Runoff Volume(in): 8.287 8.287 8.287 8.287 8.287
Runoff Volume(ft3): 5113.951 5715.592 12333.647 2707.386 11431.185
Name: 2-C.3 2-C.4 2-C.5 2-C.6 2-C.7
Group: BASE BASE BASE BASE BASE
Simulation: 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR
Node: N-C.3 N-C.4 N-C.5 N-C.6 N-C.7
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 8.900 8.900 8.900 8.900 8.900
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.190 0.140 0.270 0.150 0.100
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Mum: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 1.140 0.840 1.620 0.900 0.600
Runoff Volume(in): 8.287 8.287 8.287 8.287 8.287
Runoff Volume(ft3) : 5715.592 4211.489 8122.158 4512.310 3008.207
Name: 2-C.8 2-C.9 2-D.1 2-D.2 2-E.1
Group: BASE BASE BASE BASE BASE
Simulation: 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR
Node: N-C.8 N-C.9 N-D.1 N-D.2 N-E_1
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
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211 Midway
Post - Development
i Basin Summary : 50yr/24hr Storm Event
f
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 8.900 8.900 8.900 8.900 6.900
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.160 0.750 0.130 0.130 0.100
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.960 4.501 0.780 0.780 0.600
Runoff Volume(in): 8.287 8.287 8.287 8.287 8.287
Runoff Volume(ft3) : 4813.130 22561.549 3910.668 3910.668 3008.207
Name: 2-E.2 2-OUT.2 2-OUT.3 2-OUT.4 2-OUT.5
Group: BASE BASE BASE BASE BASE
Simulation: 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR
Node: N-E.2 N-OUT.2 N-OUT.3 N-OUT.4 N-OUT.5
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 8.900 8.900 8.900 8.900 B_900
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.110 1.450 1.650 2.080 2.160
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA M: 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.660 8.701 9.901 12.482 12.962
Runoff Volume(in) : 8.287 8.287 8.287 8.287 8.287
Runoff Volume(ft3): 3309.027 43618.994 49635.407 62570.695 64977.261
Name: 2-OUT.6 2-OUT.7 3-A.1 3-A.2 3-A.3
Group: BASE BASE BASE BASE BASE
Simulation: 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR
Node: N-OUT.6 N-OUT.7 N-A.1 N-A.2 N-A.3
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 8.900 8.900 8.900 8.900 8.900
Duration(hrs) ; 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 1.580 1.410 0.200 0.120 0.300
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA M: 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 9.481 8.461 1.200 0.720 1.800
Runoff Volume(in) : 8.287 8.287 8.287 8 287 8.287
Runoff Volume(ft3) : 47529.663 42415.712 6016.413 3609.848 9024.620
Name: 3-A.4 3-A.5 3-B.1 3-B.2 3-OUT.1
MCP 09/27/2007
1
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I
211 Midway
Post - Development
Basin Summary : 50yr/24hr Storm Event
f
Group: BASE BASE BASE BASE BASE
Simulation: 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR
Node: N-A.4 N-A.5 N-B.1 N-B.2 N-OUT.1
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 8.900 8.900 8.900 8.900 8.900
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.200 0.630 0.350 1.000 1.310
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 1.200 3.780 2.100 6.001 7.861
Runoff Volume(in): 8.287 8.287 8.287 8.287 8.287
Runoff Volume(ft3) : 6016.413 18951.701 10528.723 30082.065 39407.505
Name: 3-OUT.9 POST WET 1 POST WET 2 POST WET 3 WETLANDS
Group: BASE BASE BASE BASE BASE
Simulation: 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR 050YR - 24HR
Node: N-OUT.9 WET 1 WET 2 WET 3 OUTFALL POINT
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 8.900 8.900 8.900 8.900 8.900
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac) : 2.360 2.687 3.749 4.150 2.414
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 91.190 85.540 81.160 73.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 14.162 15.862 21.276 22.568 11.775
Runoff Volume(in): 8.287 7.827 7.141 6.606 5.606
Runoff Volume(ft3) : 70993.674 76340.144 97176.265 99523.579 49139.226
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 4 of 4

1
211 Midway
Post - Development
Basin Summary : 100yr/24hr Storm Event
i
Name: 1-OUT.8 2-211 MISC 2-C.i 2-C.10 2-C.11
Group: BASE BASE BASE BASE BASE
Simulation: 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR
Node: N-OUT.8 WET 2 N-C.1 N-C.10 N-C.11
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peakinq Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 10.100 10.100 10.100 10.100 10.100
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 3.280 0.200 0.230 0.600 0.390
Vol of Unit Hyd(in): 1.001 1.000 1.000 1.000 1.000
Curve Num: 95.000 80.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 22.374 1.245 1.569 4.093 2.660
Runoff Volume(in): 9.482 7.606 9.482 9.482 9.482
1 Runoff Volume(ft3): 112897.495 5522.218 7916.593 20651.981 13423.787
Name: 2-C.12 2-C.13 2-C.14 2-C.15 2-C.16
Group: BASE BASE BASE BASE BASE
Simulation: 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR
Node: N-C.12 N-C.13 N-C.14 N-C.15 N-C.16
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.6/ 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 10.100 10.100 10.100 10.100 10.100
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.130 0.510 0.560 0.440 0.450
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs) : 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) : 0.887 3.479 3.820 3.001 3.070
Runoff Volume(in) : 9.482 9.482 9.482 9.482 9.482
Runoff Volume(ft3) : 4474.596 17554.184 19275.182 15144.786 15488.986
Name: 2-C.17 2-C.18 2-C.19 2-C.2 2-C.20
Group: BASE BASE BASE BASE BASE
Simulation: 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR
Node: N-C.17 N-C.18 N-C.19 N-C.2 N-C.20
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
j Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 10.100 10.100 10.100 10.100 10.100
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
i Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs) : 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.250 0.110 0.640 0.290 0.530
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) ©2002 Streamline Technologies,Inc. Page 1 of 4

y{l
I
211 Midway
Post - Development
Basin Summary : 100yr/24hr Storm Event
i
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
1 Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 1.705 0.750 4.366 1.978 3.615
Runoff Volume(in): 9.482 9.482 9.482 9.482 9.482
i Runoff Volume(ft3): 8604.992 3786.196 22028.779 9981.791 18242.583
ti
Name: 2-C.21 2-C.22 2-C.23 2-C.24 2-C.25
Group: BASE BASE BASE BASE BASE
Simulation: 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR
{ Node: N-C.21 N-C.22 N-C.23 N-C.24 N-C.25
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
± Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 10.100 10.100 10.100 10.100 10.100
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.170 0.190 0.410 0.090 0.380
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%) : 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 1.160 1.296 2.797 0.614 2.592
Runoff Volume(in): 9.482 9.482 9.482 9.482 9.482
Runoff Volume(ft3): 5851.395 6539.794 14112.187 3097.797 13079.588
Name: 2-C.3 2-C.4 2-C.5 2-C.6 2-C.7
Group: BASE BASE BASE BASE BASE
Simulation: 100YR - 24HR 1OOYR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR
Node: N-C.3 N-C.4 N-C.5 N-C.6 N-C.7
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 10.100 10.100 10.100 10.100 10.100
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
4 Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac) : 0.190 0.140 0.270 0.150 0.100
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 1.296 0.955 1.842 1.023 0.682
Runoff Volume(in): 9.482 9.482 9.482 9.482 9.482
Runoff Volume(ft3): 6539.794 4818.796 9293.391 5162.995 3441.997
I
Name: 2-C.8 2-C.9 2-D.1 2-D.2 2-E.1
Group: BASE BASE BASE BASE BASE
Simulation: 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR
Node: N-C.8 N-C.9 N-D.1 N-D.2 N-E.1
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
e Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
MCP 09/27/2007
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 2 of 4

211 Midway
Post - Development
Basin Summary : 100yr/24hr Storm Event
1
i Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
I Rain Amount(in) : 10.100 10.100 10.100 10.100 10.100
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status. Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.160 0.750 0.130 0.130 0.100
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 1.091 5.116 0.887 0.887 0.682
Runoff Volume(in) : 9.482 9.482 9.482 9.482 9.482
Runoff Volume(ft3) : 5507.195 25814.976 4474.596 4474.596 3441.997
Name: 2-E.2 2-OUT.2 2-OUT.3 2-OUT.4 2-OUT.5
Group: BASE BASE BASE BASE BASE
Simulation: 100YR - 24HR 100YR - 24HR 1o0YR - 24HR 100YR - 24HR 100YR - 24HR
Node: N-E.2 N-OUT.2 N-OUT.3 N-OUT.4 N-OUT.5
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min) : 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 10.100 30.100 10.100 10.100 10.100
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.110 1.450 1.650 2.080 2.160
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 0.750 9.891 11.255 14.189 14.734
Runoff Volume(in): 9.482 9.482 9.482 9.482 9.482
Runoff Volume(ft3): 3786.196 49908.953 56792.947 71593.533 74347.131
Name: 2-OUT.6 2-OUT.7 3-A.1 3-A.2 3-A.3
Group: BASE BASE BASE BASE BASE
Simulation: 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR
Node: N-OUT.6 N-OUT.7 N-A.1 N-A.2 N-A.3
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 984.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in) : 10.100 10.100 10.100 10.100 10.100
Duration(hrs) : 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 1.580 1.410 0.200 0.120 0.300
I Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 10.778 9.618 1.364 0.819 2.046
Runoff Volume(in) : 9.482 9.482 9.482 9.982 9.462
Runoff Volume(ft3) : 54383.549 48532.155 6883.994 4130.396 10325.990
` Name: 3-A.4 3-A.5 3-B.1 3-B.2 3-OUT.1
` PICP 09/27/2007
_ Interconnected Channel and Pond Routing Model([CPR) C2002 Streamline Technologies,Inc. Page 3 of 4

t
f
211 Midway
t Post - Development
r[ Basin Summary : 100yr/24hr Storm Event
Group: BASE BASE BASE BASE BASE
Simulation: 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR
Node: N-A.4 N-A.5 N-B.1 N-B.2 N-OUT.1
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File. Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 10.100 10.100 10.100 10.100 10.100
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
I Status: Onsite Onsite Onsite Onsite Onsite
TC(min) : 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 0.200 0.630 0.350 1.000 1.310
Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 95.000 95.000 95.000 95.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs) . 1.364 4.298 2.368 6.821 B.936
Runoff Volume(in) : 9.482 9.482 9.482 9.482 9.482
Runoff Volume(ft3): 6883.994 21684.580 12046.9B9 34419.968 45090.158
Name: 3-OUT.9 POST WET 1 POST WET 2 POST WET 3 WETLANDS
Group: BASE BASE BASE BASE BASE
Simulation: 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR 100YR - 24HR
Node: N-OUT.9 WET 1 WET 2 WET 3 OUTFALL POINT
Type: SCS SCS SCS SCS SCS
Unit Hydrograph: Uh484 Uh484 Uh484 Uh484 Uh484
Peaking Factor: 484.0 484.0 484.0 484.0 484.0
Spec Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Comp Time Inc(min): 0.67 0.67 0.67 0.67 0.67
Rain File: Scsiii Scsiii Scsiii Scsiii Scsiii
Rain Amount(in): 10.100 10.100 10.100 10.100 10.100
Duration(hrs): 24.00 24.00 24.00 24.00 24.00
Status: Onsite Onsite Onsite Onsite Onsite
TC(min): 5.00 5.00 5.00 5.00 5.00
Time Shift(hrs): 0.00 0.00 0.00 0.00 0.00
Area(ac): 2.360 2.687 3.749 4.150 2.414
Vol of Unit Hyd(in) : 1.000 1.000 1.000 1.000 1.000
Curve Num: 95.000 91.190 85.540 81.160 73.000
DCIA(%): 0.000 0.000 0.000 0.000 0.000
Time Max(hrs): 12.23 12.23 12.23 12.23 12.23
Flow Max(cfs): 16.099 18.090 24.440 26.112 13.858
Runoff Volume(in): 9.482 9.014 8.310 7.755 6.700
Runoff Volume(ft3): 81231.124 87925.369 113088.206 116820.528 58712.997
(
f
f
i
i
1
MCP 09/27/2007
I
Interconnected Channel and Pond Routing Model(ICPR) 02002 Streamline Technologies,Inc. Page 4 of 4

EROSION CONTROL CALCULATIONS

=Fl KanWHom
fi and Associates,Inc.
EROSION CONTROL CALCS(SKIMMER BASINS)
Project Information
Project Name: Brunswick Mixed Use
KHA Project#: 12796000
Designed by: JDA Date: 6/13/2007
Revised by: Date: 1/1/1900
Checked by: Date:
Skimmer Basin#1
Drainage Area Total,AT= 7.5 Ac
Disturbed,Ao= 7.5 Ac
10-year Runoff(Qto) C= 0.40
T.= 5.00 min
Ita= 9.70 in/hr
Qta= 29.1 cfs
Surface Area Required SA= 325sf x Qto
SA= 9,458 sf
Volume Required VR= 1800 af/Ac x AD
VR= 13,600 cf
Sediment Trap Dimensions L= 140 It (Spillway Length)
W= 70 ft (Spillway Width)
D= 2.0 ft (Depth of Storage)
Side Slopes= 3 :1
Lta =
LmP= 149 ft
Lbd= 128 ft Wm WSot
Wt,P= 79 ft Lb,t=
Wes= 58 ft
LM Ratio= 2.0:1(must be 2:1 to 6:1)
Elevations DeSCdDlion E/evaffon
Top of Berm 43.50 (allow 1ft freeboard above spillway flow height)
Emergency Spillway 42.00
Cleanoul Mark 41.00 (half of storage height)
Bottom 40.00
Provided SAP= 9,800 sf > 9,458
VP= 17,224.0 cf > 13,500
Emergency Spillway-25 Year Si 125= 10.98
025= 32.94 cfs
h= 0.5 ft
Cw= 3
Lw= 32 ft(sized to pass Q25)

Skimmer Basin#1(Continued)
Skimmer Size
Dewaterioy Volume 17,224 or
Skimmer Size 3.0 In.
Average Head{h}: 0.250 ft
Skimmer Head
Size
2" 0.167 ft.
2.5" 0.167 ft.
3" 0.25 ft.
4" 0.275 ft.
5" 0.333 ft.
6" 0.417 ft
Select:
Orifice Diameter{d}: 3 in= 0.250 ft
Area{A): 0.049 sq ft
Discharge Coefficient(C): 0.60
Flowrate{Q}: Q=CA sgrt(2gh)= 0,118 cfs
Draw Down Time{T}: 145,747 seconds= 1.7 days >1 day
1.7 days <3 days

0Amdal*—�hr.
EROSION CONTROL CALLS(SKIMMER BASINS)
Project Information
Project Name: Brunswick Mixed Use
KHA Project* 12796000
Designed by: JDA Date: 6/13/2007
Revised by: Date:
Checked by: Date:
Skimmer Basin#2
Drainage Area Total,AT= 12.5 Ac
Disturbed,Ao= 12.5 Ac
10-year Runoff(Q10) C= 0.40
T�= 5.00 min
lio= 9.70 in/ht
Q10= 48.5 cis
Surface Area Required SA= 325sf x Q10
SA= 15,763 sf
Volume Required VR= 1800 cf/Ac x Ao
VR= 22,500 cf
Sediment Trap Dimensions L= 180 ft (Spillway Length)
W= 90 It (Spillway Width)
D= 2.0 ft (Depth of Storage)
Side Slopes= 3:1
I Lt. =
MOP= 189 ft
Lb,1= 168 ft wtq Wb,r
%P= 99 ft
Lba=
Wbm= 78 ft
L/W Ratio-- 2.0 :1(must be 2:1 to 6:1)
Elevations Description Elevation
Top of Berm 43.50 (allow 1ft freeboard above spillway flow height)
Emergency Spillway 42.00
Cleanout Mark 41.00 (half of storage height)
Bottom 40.00
Provided SAP= 16,200 sf > 15,763
VP= 29,304.0 cf > 22,600
Emergency Spillway-25 Year Sf 125= 10.98
Q25= 54.90 cfs
h= 0.5 ft
C„,= 3
Lw= 62 ft(sized to pass Q25)

Skimmer Basin#1(Continued)
Skimmer Size
Dewatering Volume 29,304 c1
Skimmer Size 4.0 in.
Average head{h}: 0.275 it
Skimmer Head
Size
2" 0.167 ft.
2.5" 0.167 ft.
3" 0.25 ft.
4" 0.275 ft.
F 0.333 ft.
16 6" 0.417 ft.
Select
Orifice Diameter{d}: 4 in= 0.333 ft
Area{A}: 0.067 sq ft
Discharge Coefficient(C): 0.60
Flowrate{Q}: Q=CA sgrt(2gh)= 0.220 cis
Draw Down Time{T}: 132,990 seconds= 1.5 days >1 day
1.5 days <3 days

APPENDICES

Table 5.5
SCS Runoff Curve Numbers CNi
Hydfologic Soil Grow
Land-use/Cover A B C D
Cultivated land
-without conservation 72 81 88 91
-with conservation 62 71 78 81
Pasture land
-poor condition 68 79 86 89
-good condition 39 61 74 80
Meadow
-good condition 30 58 71 78
Wood or forest land
-Thin stand—poor cover, no mulch 45 66 77 83
-Good stand—good cover 25 55 70 77
Open spaces,lawns,parks,golf courses,cemeteries, etc.
-Good condition:grass cover on 75%or more of the area 39 61 74 80
-Fair condition:grass cover on 50 to 75%of the area 49 69 79 84
Commercial and business areas(85%impervious) 89 92 94 95
Industrial districts(72%impervious) 81 88 91 93
Residential: Development completed and vegetation established
Average lot size Averaae%Impervious
1/8 acre or less 65 77 85. 90 92
1/4 acre 38 61 75 83 87
1/3 acre 30 57 72 81 86
1/2 acre 25 54 70 80 85
1 acre 20 51 68 79 84
2 acres 15 47 66 77 81
Paved parking lots,roofs, driveways, etc. 98 98 98 98
Streets and roads paved with curbs and storm sewers 98 98 98 98
-gravel 76 85 89 91
-dirt 72 82 87 89
Newly graded area 81 89 93 95
Residential:Development underway and no vegetation
-Lot sizes of 1/4 acre 88 93 95 97
-Lot sizes of 1/2 acre 85 91 94 96
-Lot sizes of 1 acre 82 90 93 95
-Lot sizes of 2 acres 81 89 92 94
Curve numbers are computed assuming the runoff from the house and driveway is directed toward the street
Source: USDA-SCS
5-20

Brunswick County, North Carolina 117
` TABLE 18.--SOIL AND WATER FEATURES
i }"Flooding" and "water table" and terms such as "rare," "brief," "apparent," and "perched" are explained in the
text. The symbol > means more than. Absence of an entry indicates that the feature is not a concern or
that data were not estimated]
1
Flooding , g water e , Subsidence , Risko corrosion
Map symbol andlHydro-I
soil name I logic) Frequency I Duna- IMonths I Depth I Kind IMonths Ilnitiall Total (Uncoated }Concrete
} group I tion �___-- I I I I steel
In I In �
BaB------------I A None-------I --- 1 --- 14.0-5.OlApparend Dec-Apri --- I --- IL ow-- iModerate.
Baymeade I
Bbc:
Baymeade------I A }None-------I --- I --- 14 0-5 01AppareatlDec-Aprl I _-- (Low------IModerate.
1 I I I I 1 I
t Marvyn--------1 B (None-------I --- I --- >6.0 1 --- I --- --- ± --- IXaerate High.
1 9 9
BnB------------± A (None-------{ _-- I ___ I5.0-6.0 --- { ---Perched IDeo-Marl I IH1 h-----IH3 h.
Blanton 1111 I I I I 11} I } I I I
BO*------------I D IFrequent---jVery IJan-Decl +3-0 IApparentlJan-Dec) 3-6 1 6-12 lHigh-----(High.
Bohicket I I + brief.) I } I I I I
{ } I I I I I I I I
BrBB-----------I C lNone-------I --- I --- 1 >6.0 1 --- 1 --- I --^ I --- {Moderate (High.
I I I ! I I I I I I
agg
CA*------------1 b +Frequent---(Very `Jan-Decl +3-1.OiApparent;Jan-Dec1 --- I --- (High-----iHigh.
Carteret I I I brief.) I I } I } I I
CH--------------I D lFeequent---'Very (Nov-Aprl 0-0.51Apparent1Nov-Apr± --- I --- i High-----±High.
Chowan I I long. I I I I I I I I
Co-------------I D (Rare-------I --- I --- 11.5-3.OlApparentlNov-May± --- I --- 1Low------1Low.
Corolla I I I I 1 1 I } I I
CT-------------I D `Fare-------I --- I --- 10-1.01ApparentlDec-Mayi 4-10 1 18-24 iHigh-----iHigh.
Croatan 111!
DO-------------I D (Frequent---+Very IJan-Dec) +1-0.51AppareutlJan-Decl 4-12 1 10-30 +High-----{High.
Dorovan I } I long. 1 I 1 I I I I
Du-------------I
D (Occasional (Brief iJan-Dec 11.0-2.01 Apparent I Jan-Dec I ---- I --- ILow------ILow.
Duckston I
Fo-------------I C (None-------I --- I --- 12.5-3.51ApparentlDec-Aprl --- I --- IModerate lHigh.
Foreston I I I I I ! I I I I I
I I I I I I I I I I I
GoA------------I B INone-------1 --- I --- 12.0-3.0IApparentlDec-Aprl --- ? --- IModerate (High.
Goldsboro
Gt-------------1 D +None-------I --- I --- 10.5-1.01ApparentlDec-Mayi -__ I --- Imp-----(Low.
Grifton I } } I } I I ! I I I
J ---------I C (None-------1 --- 1 --- 11.5-3.0 1 Apparent I Dec-Apr I --- I --- IModerate (High.
Johns
I ! I } I I I I I I I
KrB------------I A INone-------I --- I --- 1 >6.0 1 --- I --- I --- I --- (Low------ILow.
Kureb ! 1 I I I I I ! } I I
LA*------------I D (Frequent---lBrief }Jan-Decl 0-0.5IApparentlJan-Decl 15-30 1 >51 (High-----IModerate.
lafitte I I { I I I I I I I
I I I I I i I I I I I
Lo-------------I D 'None-------I --- i --- I 0-1.01Apparent1Jun-Feb1 --- I --- iHigh-----±High.
Leon
See footnote at end of table.

S Soil Survey
TABLE 18.- SOIL AND WATER FEATURES--Continued
oohing "�� �iig wa er table Subsidence Risk of corrosion
Map symbol and,Hydm-
soii name 1 logic Frequency I Dura- ,Months I Depth I Kind IMouths {Initial! Total 'Uncoated (Concrete
I groupI I tion 1, 1 I 1 steel I
IA A I {
Lu-------------I D (Rare-------I - i --- 0-1.5IApparentlNov-Aprl --- I --- (High-----High.
Lumbee I I ! I I I ! I I I
LLynchburg
- ------i C None-------I --- I --- 10.5-1.5IApparentiNov-Apri
{ ! I { { { I I { I I
Ma-------------i C INone-------I --- I --- 11.5-3.51Appareud Jun-Devi --- I --- `Moderate I High.
Mandarin I + I I I I I I I ! I
Mk-------------I D IFrequent---IBrief INov-AprIO.5-1.5IApparentlDec-Mar} --- I -__ (High-----IModerate.
Muckalee I I I I I I ! I I I
Marv---e------I D None-------I --- I --- i 0-1.0IApparentlNov-Mayi --- I --- (High-----`Moderate.
Murvil
NeEI I I I I I I I I f I
ewham$-------I A INone-------I --- I --- 1 >6.0 I --- i --- --- --- IHigh-----±Low.
N
NBBrfalk ------i B +None-------i --- i --- 14.0-6.OiApparentlJan-Mar; --- --- IModerate iHigh.
I I I I I
On
0----- ------ I B INone------- --- 11.5-3.01ApparentlDec-Apri --- ` --- iHigh-----iHigh.
PaA------------
i A INone-------1 --- i --- 11.5-3.0IApparentiDec-Apri --- I --- ILow------iHigh.
Pactolus
I I I
Pant -o------i D INone-------
I -� I --- i 0-1.5IApparentiDec-Mayi --- I --- iHigh-----iHigh.
F
Pt. I { V I I I { I I {
Pits I I I I I I I I I ! I
Ra
Rains---------I D INone-------I --- I --_ I 0-1.OIApparentiNov-Apri --- I m- iHigh-----iHigh.
{ { I I I I I I I I I
TM-------------I A INone-------I --_ { -__ it 5-3 01ApparentlDec-Aprl --- I --�- IModerate (High.
Tomahawk I I I {
I I I f I I I I I I I
To-------------I C INone-------1 _..- I _-- 10.5-1.51ApparentIDec-Mayi _ I !High-----IHigh.
Torhunta I I 1 } I 1
Ur.
Urban land I I I I ! I ! I I I I
WW-----------I A !INone-------I --- I --- 14.0-6.OlApparend Jan-Mari --- I --- I Law------IModerate.
WdB: I + I V I ! ! I I I
Wando---------I A INone-------I --- I --- I4.0-6.0#ApparentlJan-Marl --- I --- I Low------IModerate.
1 I I I { I I I I I i
Urban land. I I I i I I i i i I
Wo-------------I D INone-------I --- I --- 10.5-1.OIApparentiDec-Mayi --- i --- iHigh-----iHigh.
WoodingtonI I I I I I
I
YaB---- '^--i D INone------- --- I --- 12,0-4.0IApparentlJan-Decl --- I iHigh-----IModerate.
Yaupon
I 1 I I I I I
*This map unit is subject to daily tides.

Brunswick County, North Carolina 59
Btg3-54 to 70 inches; light gray (10YR 6/1) sandy clay Btg2-26 to 33 inches; grayish brown (10YR 5/2) sandy
loam that has thin strata of sandy loam;few fine clay loam;few fine distinct yellowish brown (10YR
distinct brownish yellow(I OYR 6/8) mottles and few 5/8) mottles;weak fine subangular blocky structure;
medium prominent red (2.5YR 4/8) mottles; weak friable, slightly sticky and slightly plastic; few patchy
fine subangular blocky structure; friable, slightly clay films on faces of pads; neutral; gradual wavy
sticky and slightly plastic; very strongly acid; gradual boundary.
wavy boundary. BCg-33 to 60 inches; gray(10YR 6/1) sandy clay loam
Cg-70 to 80 inches; light gray (10YR 6/1) loamy sand; that has thin lenses of sandy clay; common medium
common medium distinct light yellowish brown distinct yellowish brown (1 OYR 5/8) and gray(N
(10YR 6/4) mottles; massive; very friable; very 5/0) mottles; weak fine subangular blocky structure;
strongly acid. firm, sticky and slightly plastic; moderately alkaline;
The loamy Bt horizons are more than 40 inches thick gradual wavy boundary.
over stratified sediment.The soil is very strongly acid or 2Cg1-60 to 70 inches; light gray(5Y 6/1) sandy loam
strongly acid, unless the surface has been limed. that has thin strata of greenish gray(5GY 6/1) clay;
The Ap or A horizon has hue of IOYR, value of 4 or 5, massive;friable; moderately alkaline; gradual wavy
and chroma of 1 or 2. boundary.
The E horizon, where present, has hue of 1OYR,value 2Cg2-70 to 80 inches; light gray (5Y 6/1) fine sand;
of 5 to 7, and chrome of 3 or 4. The E horizon is sandy single grained; loose; moderately alkaline.
loam, fine sandy loam, or loamy sand. The loamy Bt horizons are 15 to 45 inches thick over
The Bt horizon has hue of 1 OYR,value of 5 or 6, and sandy or loamy material. Some pedons are over marl,
chroma of 4 to 6 in the upper part. Gray mottles are and the transitional horizons are absent. The A and E
within 18 to 30 inches of the surface.The Btg horizon horizons range from strongly acid to slightly acid, unless
has chroma of 1 or 2 or Is mottled in shades of red, the surface layer has been limed. The B and C horizons
yellow, or brown. The Bt and Btg horizons are sandy clay range from slightly acid to moderately alkaline.
loam or sandy loam in the upper part and sandy clay The Ap or A horizon has hue of 10YR, value of 3 to 5,
loam or sandy clay in the lower part and chroma of 1 or 2.
The BCg horizon, where present, has hue of 10YR or The E horizon, where present, has slightly higher
2.5Y, value of 5 to 7, and chroma of 1 or 2. Mottles are
in shades of red,yellow, or brown.Texture is sandy chroma than the A horizon. The texture is fine sandy
loam, sandy clay loam, or loam. loam or sandy loam.
Texture of the Cg horizon ranges from loamy sand to The Big horizon has hue of 1 OYR,value of 5 to 7, and
sandy clay. chroma of 1 or 2. Texture is sandy day loam or sandy
loam.
Gri#ton Series The BCg and Cg horizons are similar in color to the
lower Bt horizons. The texture is sand, sandy clay loam,
The Grifton series consists of poorly drained soils on or sandy loam,with thin lenses of sandy clay loam or
uplands.The soils formed in moderately fine textured clay.The lower Bg horizon and Cg horizon contain
sediment mixed in soft marl. Slopes are 0 to 2 percent. friable to hard marl fragments and iron and manganese
Typical pedon of Grifton fine sandy loam, 0.5 mile concretions in some pedons.
west of Thomasboro, 150 feet north of the intersection
of U.S. Highway 17 and Little Caw Caw Canal: Johns Series
Ap—O to 6 inches; dark grayish brown (10YR 4/2) fine The Johns series consists of somewhat poorly drained
sandy loam; weak medium granular structure; very and moderately well drained soils on stream terraces.
friable; common fine roots; medium acid; clear wavy The soils formed in moderately fine textured sediment.
boundary. Slopes are 0 to 2 percent.
E-6 to 17 inches; grayish brown (10YR 5/2) fine sandy Typical pedon of Johns fine sandy loam, 0.3 mile
loam; few fine distinct brownish yellow (IOYR 6/6) southeast of the Waccamaw River Bridge on N.C.
mottles; weak medium granular structure; very Highway 904, 0.45 mile northeast of the intersection of
friable; common fine roots; slightly acid; gradual N.C. Highway 904 and forest road, 25 feet east of forest
wavy boundary. road:
Btg1-17 to 26 Inches; light brownish gray(10YP 6/2)
sandy clay loam; few pockets of sandy loam; few A-0 to 4 inches; dark grayish brown (10YR 4/2) fine
fine distinct yellow(1 OYR 7/6) mottles; weak fine sandy loam; weak medium granular structure; very
subangular blocky structure; very friable; common friable; common fine roots; very strongly acid; clear
fine roots; slightly acid; gradual wavy boundary. wavy boundary.

62 Soil Survey
blocky structure; friable, slightly sticky and slightly discontinuous clay films on faces of peds; very
plastic; few patchy clay films on faces of peds; very strongly acid; gradual wavy boundary.
strongly acid; gradual wavy boundary. Btg2-22 to 45 Inches; gray(10YR 6/1) sandy clay
Btg2--28 to 38 inches; gray(10YR 6/1) sandy clay loam; few fine distinct red (2.5YR 4/8) mottles and
loam; many medium distinct reddish yellow (7.5YR common medium and coarse distinct brownish
6/8) mottles; weak fine subangular blocky structure; yellow(10YR 6/6) mottles, weak fine subangular
very friable; very strongly acid;clear wavy boundary. blocky structure;friable, slightly plastic; common
2Cg-38 to 80 inches; mottled white (10YR 8/1), gray discontinuous clay films on faces of peds; very
(1 OYR 6/1), and yellow(1 OYR 7/6) sand; single strongly acid, gradual wavy boundary.
grained; loose;very strongly acid. Btg3-45 to 64 inches; gray(10YR 5/1) sandy clay
The loamy horizons are less than 40 inches thick over loam;few fine distinct brownish yellow (1 OYR 6/6)
sandy sediment.The soil is very strongly acid or strongly and red (2.5YR 4/6) mottles; weak fine subangular
acid throughout, unless the surface layer has been blocky structure; firm, sticky and plastic; very
limed. strongly acid; gradual wavy boundary.
The Ap or A horizon has hue of 1OYR,value of 3 or 4, Cg-64 to 80 inches, gray (1 OYR 5/1) clay loam that has
I and chroma of 1 or 2. pockets of sandy clay loam;few fine distinct
The E horizon has hue of 10YR, value of 6 or 7, and brownish yellow (10YR 6/6) and red (2.5YR 4/8)
chroma of 1 or 2.Texture is fine sandy loam, sandy mottles; massive;firm;very strongly acid.
loam, or loamy sand.
The Btg horizon has hue of 10YR,value of 5 to 7, and The loamy horizons are more than 60 inches thick
chroma of 1 or 2. Mottles are in shades of red,yellow, over stratified sediment.The soil is very strongly acid or
brown, or gray. The Btg horizon is sandy clay loam or strongly acid, unless the surface layer has been limed.
sandy loam. The Ap or A horizon has hue of 1 OYR or 2.5Y, value
The BCg horizon, where present, has hue of 10YR or of 3 or 4, and chroma of 1 or 2.
2.5Y, value of 5 to 8, and chroma of 1 or 2. Mottles are The E horizon, where present, has hue of 1 OYR, value
in shades of red,yellow, brown, or gray. Texture is sandy of 6 or 7, and chroma of 2 or 3. Texture is sandy loam or
loam or loamy sand. fine sandy loam.
The 2Cg horizon has hue of 10YR to 5Y,value of 5 to The BA horizon,where present, has hue of 10YR,
8, and chroma of 1, or it is mottled in shades of yellow, value of 5 or 6, and chroma of 4 to 6. Mottles in chroma
brown, or red. Texture is sand or loamy sand. of 1 or 2 are few to common.
The upper part of the Btg horizon has hue of 10YR,
Lynchburg Series value of 5 or 6, and chroma of 1 to 6.The lower part of
the Btg horizon has hue of 10YR;value of 5 to 7, and
Lynchburg series consists of somewhat poorly drained chroma of 1 or 2. Mottles in shades of red, brown, or
soils on uplands.The soils formed in moderately fine yellow are throughout the Btg horizon. The Btg horizon is
textured sediment. Slopes are 0 to 2 percent. sandy clay loam or sandy loam in the upper part and
Typical pedon of Lynchburg fine sandy loam, 2 miles sandy clay loam or sandy clay in the lower part
northeast of Bolivia on U.S. Highway 17, 50 feet The Cg horizon has hue of 1 OYR, 2.5Y, or 5BG, value
northeast of the intersection of U.S. Highway 17 and of 5 to 7, and chroma of 1 or 2. It is stratified sandy
State Road 1514: loam, sandy clay loam, clay loam, or clay.
Ap--O to 9 inches; dark gray (1 OYR 4/1) fine sandy
loam; weak medium granular structure; very friable; Mandarin Series
few fine and medium roots; slightly acid; abrupt
smooth boundary. The Mandarin series consists of somewhat poorly
BA-9 to 14 inches; light yellowish brown (10YR 6/4) drained soils on uplands.They formed in coarse textured
fine sandy loam; common fine distinct light brownish sediment. Slopes are 0 to 2 percent.
gray (10YR 6/2) mottles and brownish yellow(1 OYR Typical pedon of Mandarin fine sand, 2.2 miles
6/8) mottles; weak fine subangular blocky structure; southwest of Grissettown, 1.5 miles west of the
very friable; few fine roots; medium acid; gradual intersection of N.C. Highway 904 and State Road 1163,
wavy boundary. 0.4 mile south of State Road 1163, in woods:
Btg1-14 to 22 inches; gray (10YR 6/1) sandy clay
ioam;few fine distinct brownish yellow (1 OYR 6/6) A-0 to 5 inches; gray(1 OYR 6/1) fine sand; single
i mottles and few medium prominent red (2.5YR 4/6) grained; loose;few fine and medium roots; many
mottles; weak fine subangular blocky structure; uncoated sand grains; extremely acid; clear wavy
friable, slightly sticky and slightly plastic; common boundary_

66 Soil Survey
few patchy clay films on faces of peds; very strongly 6/6)fine sand; single grained; loose; strongly acid;
acid. gradual wavy boundary.
C3-55 to 80 inches; light yellowish brown (10YR 614)
The loamy horizons are more than 60 inches thick fine sand; common medium distinct light gray (10YR
over stratified sediment. The soil ranges from extremely 7/2) mottles;single grained; loose; strongly acid.
acid to strongly acid throughout, unless the surface layer
has been limed. The sandy horizons are 80 inches thick or more.The
The Ap or A horizon has hue of 10YR, value of 4 or 5, soil is very strongly acid or strongly acid throughout,
and chroma of 1 or 2. unless the surface layer has been limed.
The E part of the E/Bh horizon has hue of 10YR, The A or Ap horizon has hue of 10YR, value of 3 to 5,
value of 4 to 6, and chroma of 3 to 6. The Bh part of the and chroma of 1 to 3.
E/Bh horizon has hue of 5YR to 10YR, value of 2 to 5, The upper part of the C horizon has hue of 10YR,
and chroma of 2 to 6. It is discontinuous and makes up value of 5 to 7, and chroma of 3 or 4. The lower part of
15 to.60 percent of the E/Bh horizon. Up to 20 percent the C horizon has hue of 10YR, value of 5 to 8, and
of the Bh part of this horizon is weakly to strongly chroma of 1 to 4, or it is mottled in these colors. Texture
cemented Bh concretions. ranges from fine sand to loamy fine sand.
The E horizon, where present, has hue of 10YR or
2.5Y, value of 5 to 8, and chroma of 2 to 4. Texture is Pante o Series
fine sandy loam, sandy loam, loamy sand, or loamy fine 9
sa"°. The Pantego series consists of very poorly drained
The BE horizon, where present, has hue of 10YR to soils on uplands. The soils formed in medium textured
5Y,value of 5 to 7, and chroma of 3 to 8. Texture is fine sediment. Slopes are 0 to 2 percent.
sandy loam, sandy loam, or sandy clay loam. Typical pedon of PantegQ mucky loam, 4.4 miles
The Bt horizon has hue of 10YR, value of 5 to 7, and northwest of Town Creek in Green Swamp Forest, 1.5
chroma of 1 to 8, or it is mottled. Gray mottles are within miles southwest of Shilo Church and 2.5 miles northeast
20 to 30 inches of the surface of the soil.The Bt horizon of the intersection of State Road 1410 and State Road
is fine sandy loam or sandy clay loam. 1411, 0.9 mile north of the intersection of forest roads
The Btg horizon is similar in color and texture to the Bt and Schulkins Trail:
horizon.
The Cg horizon is clay loam, sandy clay loam, or A-0 to 11 inches; black (10YR 2/1) mucky loam; weak
sandy loam. medium granular structure; friable; many fine roots;
extremely acid; abrupt smooth boundary.
Pactolus Series E-11 to 15 inches; dark gray (10YR 4/1) loam; weak
medium granular structure; friable; extremely acid;
The Pactolus series consists of moderately well clear wavy boundary.
drained and somewhat poorly drained soils on uplands. Btg1-15 to 36 inches; dark gray (10YR 4/1) sandy clay
The soils formed in coarse textured sediment. Slopes loam; weak fine subangular blocky structure; friable,
are 0 to 2 percent. slightly sticky and slightly plastic; few fine roots;
Typical pedon of Pactolus fine sand, 0 to 2 percent extremely acid; gradual wavy boundary.
slopes, 2 miles east of Calabash, 1.5 miles northwest of Btg2-36 to 48 inches; dark gray (10YR 4/1) sandy clay
Sunset Beach Bridge, 1.2 miles southeast of the loam; common medium distinct brownish yellow
intersection of N.C. Highway 179 and State Road 1163, (10YR 6/6) mottles; weak fine subangular blocky
50 feet west of woods road: structure;friable, slightly sticky and slightly plastic;
extremely acid; gradual wavy boundary.
Ai-0 to 2 inches; gray (10YR 5/1)fine sand; single BCg-48 to 64 inches; dark gray (10YR 4/1) sandy clay
grained; loose; common fine roots; few uncoated loam that has lenses of loamy sand and clay loam;
sand grains; very strongly acid; clear wavy boundary. massive; friable, slightly sticky and slightly plastic;
A2-2 to 10 inches; grayish brown (10YR 5/2) fine sand; extremely acid; gradual wavy boundary.
single grained; loose; common medium roots; few Cg-64 to 80 inches;gray(10YR 6/1) sandy loam that
uncoated sand grains; strongly acid; gradual wavy has thin layers of sandy clay loam and loamy sand;
boundary. common fine distinct light yellowish brown (10YR
C1-10 to 26 inches; very pale brown (10YR 7/3) fine 6/4) mottles; massive; friable; extremely acid.
sand; few medium faint light gray(10YR 7/2)
mottles; single grained; loose; common uncoated The loamy horizons are more than 60 inches thick
sand grains; strongly acid; gradual wavy boundary. over stratified sediment. The soil ranges from extremely
C2-26 to 55 inches; mottled light gray(10YR 7/2),very acid to strongly acid throughout, unless the surface layer
pale brown(10YR 7/3), and brownish yellow (10YR has been limed.

Brunswick County, North Carolina 65
Norfolk Series Onslow Series
The Norfolk series consists of well drained soils on The Onslow series consists of moderately well drained
uplands. The soils formed in moderately fine textured soils on uplands. The soils formed in moderately fine
sediment. Slopes range from 2 to 6 percent. Coastal Plain sediment. Slopes are 0 to 3 percent.
Typical pedon of Norfolk loamy fine sand, 2 to 6 Typical pedon of Onslow fine sandy loam, 4.5 miles
percent slopes, 2.6 miles north of the community of southeast of Boiling Spring Lakes, 2.8 miles east of the
North West on State Road 1422; 50 feet west of road, In intersection of N.C. Highway 87 and N.C. Highway 133,
a pine plantation: and 1.0 mile south of Sunny Point Railroad Terminal, on
A-0 to 5 inches; dark grayish brown (10YR 4/2) loamy a dirt road:
fine sand;weak medium granular structure; very A-0 to 3 inches; dark grayish brown (10YR 4/2)fine
i friable; many fine roots; very strongly acid; clear sandy loam;weak medium granular structure; very
wavy boundary. friable; strongly acid; clear smooth boundary.
E-5 to 16 inches; light yellowish brown (2.5Y 6/4) E/Bh-3 to 9 inches; pale brown (10YR 6/3) fine sandy
loamy fine sand;weak medium granular structure; loam; 15 percent dark brown (7.5YR 4/4), strong
very friable; common fine and medium roots; brown (7.5YR 5/6), and dark reddish brown (5YR
strongly acid; clear wavy boundary. 3/2) Bh bodies; weak medium granular structure;
Bti-16 to 36 inches;yellowish brown (10YR 5/8) sandy very friable; very fine, slightly brittle to brittle yellow
clay loam; weak medium subangular blocky (10YR 7/6) nodules; strongly acid; clear wavy
structure; friable; few fine roots; few patchy clay boundary.
films on faces of peels; very strongly acid; gradual E1-9 to 17 inches; light yellowish brown (2.5Y 6/4)fine
wavy boundary. sandy loam; few fine distinct brownish yellow (10YR
Bt2-36 to 63 inches; brownish yellow(10YR 6/6) sandy 6/6) mottles; weak fine granular structure; very
clay loam; few medium distinct strong brown (7.5YR friable; very strongly acid; clear wavy boundary.
5/8) and red (2.5YR 5/8) mottles, and few fine E2-17 to 22 inches; pale brown (10YR 6/3) fine sandy
distinct light gray (10YR 7/2) mottles; weak medium loam; few fine faint yellowish brown mottles; weak
subangular blocky structure; friable; few patchy clay fine subangular blocky structure; very friable; sand
films on faces of peds; very strongly acid; gradual grains coated and bridged with clay; very strongly
wavy boundary. acid; gradual wavy boundary.
BC-63 to 80 inches; brownish yellow (10YR 6/6) sandy Bt-22 to 39 inches; mottled strong brown (7.5YR 5/8),
loam that has lenses of sandy clay loam; few fine brownish yellow(10YR 6/6), light brownish gray
distinct strong brown (7.5YR 5/6) and light gray (2.5Y 6/2), and light yellowish brown (10YR 6/4)
(10YR 7/1) mottles; weak coarse subangular blocky sandy clay loam;weak fine subangular blocky
structure; friable;very strongly acid. structure; friable, slightly sticky and slightly plastic;
few patchy clay films on faces of peds; very strongly
The sandy A and E horizons and loamy St horizons acid; gradual wavy boundary.
are more than 60 inches thick over stratified sediment. Btg1-39 to 50 inches; light brownish gray (10YR 6/2)
The soil is very strongly acid or strongly acid throughout, sandy clay loam; common medium distinct brownish
unless the surface layer has been limed. yellow (10YR 6/6) mottles; weak fine subangular
The Ap or A horizon has hue of 10YR, value of 4 to 6, blocky structure; friable, slightly sticky and slightly
and chroma of 2 or 3. plastic; common patchy clay films on faces of peds;
The E horizon has hue of 10YR or 2.5Y, value of 5 to very strongly acid; gradual wavy boundary.
7, and chroma of 3 or 4.Texture is loamy sand or loamy Btg2-50 to 65 inches; gray(10YR 6/1) sandy clay loam
fine sand. that has pockets of sandy clay, common medium
The Bt horizon has hue of 10YR or 7.5YR, value of 5 distinct brownish yellow (10YR 6/8) and strong
or 6, and chroma of 6 to 8. The lower part of the Bt brown (7.5YR 5/8) mottles; weak fine subangular
horizon and the BC horizon are in shades of gray, brown, blocky structure; friable; common patchy clay films
yellow, or red, or they are mottled in these colors. on faces of peds;very strongly acid; gradual wavy
Texture is dominantly sandy clay loam but ranges to boundary,
sandy loam, clay loam, or sandy clay in the lower part of Btg3-65 to 80 inches; light brownish gray (10YR 6/2)
some pedons. sandy clay loam that has pockets of gray (5Y /1)
The C horizon is stratified with layers of sandy clay sandy loam and clay loam; common medium distinct
loam, sandy loam, or loamy sand. light yellowish brown (10YR 6/4) and strong brown
(7.5YR 5/8) mottles; weak fine subangular blocky
structure; friable, slightly sticky and slightly plastic;

I
I accumulated to total precipitation in 24 hours for 0.2-hour (12-minute) time intervals.
For purposes of peak discharge calculations, average antecedent moisture conditions
are to be assumed.
5.3 The 10-year, 24-hour Design Storm
The 10-year, 24-hour storm is defined to deliver a total volume of precipitation equal to
7.0 inches in 24 hours and having a temporal distribution of precipitation given by an
SCS Type III distribution (SCS, 1985). Figure 5.1 on page 5-2 presents the cumulative
precipitation distribution for the SCS Type III distribution. Table 5.1 on page 5-3
includes the ratio for accumulated to total precipitation in 24-hours for 0.2-hour (12-
minute) time intervals. For purposes of peak discharge calculations, average
antecedent moisture conditions are to be assumed.
Figure 5.1 SCS Rainfall Distribution Curve for Brunswick County
1.0
1 I I I I I I I I
I I I I 1 1 I I I I
0.9
1 I I I I I I I I 1
N 0.8 -----II----- ----
I- I ----I-----I ----I-----
I --'- -----I
d I 1 I I 1 I I0.7 I I 1
I I I I I I I I 1 1
I I 1 1 I I I I I I I
J I I I I I I I 1 I I I
Q06 J-----1-----I-----�-----
O0.5 ----�-----r-----r---- -----r---- ---- r-----r-----I-----r-----r----
~ I I I I I I I I I I
I I
0.4
U I I I I I I I I I I 1
U 1 I I I I I 1 I I I 1
Q 0.3 ---I-----T-----,-----j-----,---- -I--- -7-----,------I-----j-----I---
O I I I I I I I I I I I
I 1 I I I 1 I I I I 1
I 1 1 q I 1
1 1 1 I I I I I 3 1 I
0.1 ____ ___-_I___ _ _____I_____I--___�_____I__„__�_____I-____
I I I---- I I I I I 1 I
I I I I I I I I I
1 I I I
0 2 4 6 8 10 12 14 16 18 20 22 24
TIME(HR)
I
5-2

BOX CULVERT ANALYSIS

Project: L 1) M t DIAMAY Prepared by:
®�® }Gmley-Hom Tile: I3og (ULWXT WNW
io ciates,Inc. Job Number Oi2�a1(ot)00
and kssa
Sheet -Of
Xi�17N6 Lu1lvtepry $'r s',98ft Imo* •25 SF OPWIlib
6N rAll 4110
VA. MEW 40-30
p(wr OE916N Hwito:1.2
. CtW 8 bffl-t 4006 PER IFT WtbTH
(Sr-Tw►ryrr)*(40cF6lfl wloli) 1Aor .
• 1 YMIMb $'It V S t eMYgt;'f 1651bNFto TO CW&-1 W CFg
Pt�OS�b 1W1N ypx CWI,V�Rtb
•(�)9-5`»:tai x�`w�� tom(cut.�>Nrry
C OuRq ls4' (MsrOMIAM►')
- BRO rye oVSNu1i6 24MHx 5`wrvr =3S.5�F
• u.y.lauGat ��Ao
404" Lott:
S-.t1,d3l MIT
• FI1JWiyRtlb'�• lO0�ftr ,qe Rat`
fkua.-fm chpppTl of tolml 00 a
vft Flaw C&N-IN '* t IRA u'+.*Ulf
•ck1A1tT 8 mos 11 us pact I F-T wiarH
-(2cukr�AT9)(21 ctw M IFT wlvrt4)(3FT wtgT111"V*T) ' 7.10 ai ag"wI 0=1.R
f2jocolwco of V..
24 cps ✓
7,160
gr�FT
Cto%-956110N OF PXDKb;D
WX CUL-4FKT (12)

Exd�INd� Cuid���
D
CHART 8
12
11 600 (3)
10 SOQ EXAMPLE a 10
400 s't r sac O.73 Or* l a
0/8 • 10 cfa/tl. 7 a
9 3Qo Iwl�r lar Mrr 8 6 l
G tttcr 5
a
nr Ixa s e a s
200 ic► IAO &S Lo 4 3
131 s 41 4
? 4�
3
3
so g ..
a Go
_ 2
016
scLs
!_
la lak! 1.s
m / x I.s
x 4 car-
Fli LQ�
c F x
F 3 /yr 4qq of F W .
dl.n
• � es a � �;'
� W
.7
6 4
p mw SCALE WINGWALL m ,7. .7
a 4 G FLARE z .6
¢ Ui SO•ro ?a-
S if J 1O•oaa is.
.6
151 Or lacrc.N.oa .6
2 of Mdeal
U cc.cc.ro 121 or 1st Mgaca 3 .3
IlNitaarcf r..oalc Ili.Ike.
cr crr4yltr 46H."0.c th voliA _4
1 O lot a acNac,or nccrcc.a
IIN.rni.L
.s .4 .4
.fl
1 •s .aa .as �a
HEADWATER DEPTH
FOR BOX CULVERTS
allRE"OFWALIClibibiatWla" WITH INLET CONTROL
.. 1$8

Ppwobm Cuomf
CHART 8
12 .
l� spo
10 Soo EXAMPLE e 9 to
Opp war son c a 7s eft 1 4
0J0 - 46ef/ft. T 6
9 3p0 Inset M Her �
0 fat b r
ili IUD ]6 6 6
6 e
too to I" &II 4 5
(3) lotj i 4
4-
3
3
6 O zoo 3
OIL 6o06 -to
t
6 a 2
S0 F-
n
W 40 OI t.3
W Z t.5
x • 0 30 ,,E r`
0— Uk
x 2p ae
_ 3
y, ¢ Mae.aN IL
1 .10 i<Nra - a
WIt
O S SCALE W[NGWALL
Z 4 0 FLARE _ .6
a73-
3 tzl !0•end 13• .6
t31 01 teagasNN .5
2 of siaHl
.3 .8
Ti van Hala tZS of 13S Kaleel
twrfHaI"so Hate 11i.Ike"
a"sweat"Incised gat thrayh .4
1 0 and
0&adds.se rassee@ H
INesleara�.
•s .4 _4
.s
HEADWATER DEPTH
FOR BOX CULVERTS
r'UMMOFMftlCtialjiJA&no' WITH INLET CONTROL
188 -

Workshest for Proposed Box Culvert
j Friction Method Manning Formula
Solve For Normal Depth
Roughness Coefficient 0.013
Channel Slope 0.00310 ftfn
Height 3.25 it
Bottom Width 5.00 It
Discharge 100.00 f is
Normal Depth 2.66 It
Flow Area 13.28 ft=
Wetted Perimeter 1M31 It
Top Width 5.00 ft
Critical Depth 222 ft
Percent Full 81.7 %
Critical Slope 0.00446 fNft
Velocity 7.53 ftls
Velocity Head 0.88 it
Specific Energy 3.54 It
Froude Number 0.81
Discharge Full 102.37 fPls
Slope Full 0.00325 ftNt
Flow Type Subcritical
`
I W.
Downstream Depth 0.00 it
Length 0.00 it
Number Of Steps 0
- _ ='�Y ��: ,•ems=r.,��-- -- --
r.
Upstream Depth 0.00 8
Profile.Description
Profile Headloss 0.00 It
Average End Depth Over Rise 0.00 %
Normal Depth Over Rise 81.70 %
Downstream Velocity Infinity ft/s
Upstream Velocity Infinity ftls
Bentley Systems,Inc. Haestad Methods Solution Center Bentley FlowMaster 108.01.066.001
71111P007 5:25:11 PM 27 Siemons Company Drive Sutte200 W vttatertown,CT 06785 USA+1-203755-1666' Page 1.of 2

Worksheet for Proposed Boar;Culvert
MOM ••rs+M-t.',a"'.-..7-�TSsc'
Normal Depth 2.66 g
Critical Depth 2.32 ft
Channel Slope 0.00310 fHft
Critical Slope 0.00446 MR
.. .- - -- -- -- - - —- ------ -- - —
Notes Twin 4.5'high by 5'wide box
culverts,buried 1.25 feet(minimum
is 1 fl)
Effecthre opening is 3.29 high by 5'
wide for each
Sumrrodon of the flows(double)
exceeds required by existing box
culvert per NCDOT design(201cfs
vs 200cfs,32.5 sf opening vs 25sf)
Bentley Systems,Inc. HaestadNkthods Solution Center Bentley FlowMaster(08.01.066.00]
711120075:25:11PM 27Siemons Company Dave suite 200WV%twtown,CT06795 USA+1-203-7WIM Page 2of 2

S'
Cross Section for Proposed Fox Culvert
�.t�..�u-.ate' u!• -. —n
�- " � L�.��a�y���=:--�c..."•,,SisRtRC-y'x�_N "� �� _a�����'k-i ��'�_ �a'+�
.. .'•Y�SMS^tom... •}.. � �d[A •�•- i a �
�. ••. :aGfWYi.:�::A......,.C.;.in!.-..lYl�..--�•• �T J +•..+.w7•�aa��� -
Friction Method Manning Formula
Soke For Normal Depth
r -x� '-�y"=-"�— -------
Roughness Coefficient 0.013
Charmel Slope 0.00310 ft/ft
Normal Depth 2.66 it
Height 3.25 it
Bottom Width 5.00 it
Discharge 100.00 ft'/3
.3.86•it
_ 5.0 it --
Bentley Systems,Inc. Haestad Methods Solution Center Bentley RlowMaster t0&01.088.00t
711 12W 5.124.22 PM 27 Sielnons Company Drive Suite 200 W Watertown,CT 08785 USA+1-203.75rr1668 tie 1 of 11