SW8920215_HISTORICAL FILE_19990825

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 '�)20215
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
© HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE �0\0�1) Og 25
YYYYMMDD

State of North Carolina
.Dgpartment of Environment
and Natural Resources 4 9,
Wilmington Regional Office � ®
,lames B. Hunt, Jr.,, Governor NENR
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
Division of Water Quality ENVIRONMENT AND NATURAL RESOURCES
August 25, 1999
Commander M. Crum, LCDR, CEC, USN
Marine Corps Base. Public Works Office
PSC Box 20004
Camp Lejeune, NC 28542-0004
Subject: Permit No. SW8 920215 Modification
P-804 Field Maintenance Complex
High Density Stormwater Project
CC# N62470-98-B-4049
Onslow County
Dear Commander Crum:
The Wilmington Regional Office received a complete modification to the Stormwater Management Permit
Application for P-804 Field Maintenance Complex on July 16, 1999. Staff review of the plans and specifications
has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A
NCAC 2H.1000. We are forwarding Permit No. SW8 920215 Modification dated August 25, 1999, for the
construction of P-804 Field Maintenance Complex.
This permit shall be effective from the date of issuance until August 25,2009, and shall be subject to the conditions
and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements
in this permit.Failure to establish an adequate system for operation and maintenance of the stormwater management
system will result in future compliance problems.
If any parts;requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty(30)days following receipt of this permit. This request must
be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings; P.O. Drawer 27447, Raleigh,NC 276 1 1-7447. 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 Linda Lewis, or
me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:\WQS\STORMWAT\PEW141T\920215.AUG
CC Michael Horton, P.E.
Corann Harper, Onslow County Inspections
Linda Lewis
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Emplover 50% recycled/10% post-consumer paper

State Stormwater Management Systems
t Permit No. SW8 910215
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143,General Statutes ofNorth Carolina as amended,and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Marine Corps Base
P-804 Field Maintenance Complex
Onslow County
FOR THE
construction,operation and maintenance of a wet detention pond 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 August 25, 2009 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
I. 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 on page
3 of this permit,the Project Data Sheet. The stormwater control has been designed to handle the runoff from
1,570,337 square feet of impervious area..
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of this permit, and per
approved plans.
5. This pond must be operated with a vegetated filter
2

State Stormwater Management Systems
t Permit No. SW8 920215
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: P-804 Field Maintenance Complex
Permit Number: SW8 920215
Location: Onslow County
Applicant: Commander M. Crum, LCDR, CEC, USN
Mailing Address: Marine Corps Base
Public Works Office, PSC Box 20004
Camp Lejeune, NC 28542-0004
Application Date: July 16, 1999
Name of Receiving Stream/Index #: Cogdel's Creek/ (WHO 19-23)
Classification of Water Body: "SC NSW"
If Class SA, chloride sampling results: n/a
Pond Depth, feet: 5
Permanent Pool Elevation, FMSL: 94.15
Total Impervious Surfaces, ft2: 1,570,337
Offsite Area entering Pond, ft': None, per Engineer
Required Surface Area, ft': 83,504
Provided Surface Area, ft': 107,119
Required Storage Volume, ft': 125,217
Provided Storage Volume, ft': 132,790
Temporary Storage Elevation, FMSL: 95.28
Controlling Orifice: 5"� pipe
3

State Stormwater Management Systems
Permit No. SW8 920215
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built-upon surface except roads.
2. During construction,erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
3. The permittee-shall at all times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in its entirety and maintenance must occur at the scheduled intervals including,but not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
h. The vegetated filter will be kept grassed with no erosion. The spreader mechanism will be kept free
of sediment and trash, and must distribute the runoff evenly over the width of the filter.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DWQ. The records will indicate the date,activity,name of person performing the work and what actions
were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. The facilities shall be constructed as shown on the approved plans.This permit shall become voidable unless
the facilities are constructed in accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
7. Upon completion of construction,prior to issuance of a Certificate of Occupancy, and prior to operation of
this permitted facility,a certification must be received from an appropriate designer for the system installed
certifying that the permitted facility has been installed in accordance with this permit, the approved plans
and specifications, and other supporting documentation. Any deviations from the approved plans and
specifications must be noted on the Certification.
8. If the stormwater system was used as an Erosion Control device,it must be restored to design condition prior
to operation as a stormwater treatment device, and prior to occupancy of the facility.
9. The following items will require a modification to the permit:
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 of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. The Director may determine that other revisions to the project should require a modification to the permit.
4

State Storm water Management Systems
Permit No. SWS 920215
11. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum
of ten years from the date of the completion of construction.
12. Prior to the sale of any portion of the property,an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
13. The permittee is responsible for verifying that the proposed built-upon area does not exceed the allowable
built-upon area.
14. The runoff from all built-upon area on the project must be directed into the permitted Storm water control .
system.
15. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit.Within the time frame specified in the notice,the permittee shall submit a written
time schedule to the Director for modifying the site to meet minimum requirements. The permittee shall
provide copies of revised plans and certification in writing to the Director that the changes have been made.
I11. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change owngrship, or there
is a name change of the Permittee, a formal permit request must be submitted to the Division of Water
Quality accompanied by an application fee,documentation from the parties involved, and other supporting
materials as may be appropriate. The approval of this request will be considered on its merits and may or
may not be approved.
2. 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.
3. 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.
4. 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.
5. The permittee grants DENR Staff permission to enter the property for the purpose of inspecting all
components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a
permit modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 25th day of August, 1999.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
y Ken. T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 920215
5

State Stormwater Management Systems
Permit No. SN'8 920215
P-804 Field Maintenance Complex
Stormwater Permit No. SW8 920215
Onslow County
Designer's Certification
1, as a duly registered in
the State of North Carolina, having been authorized to observe(periodically/weekly/full time) the construction of
the project,
(Project)
for (Project Owner)hereby state that,to the best of my abilities,due care
and diligence was used in the observation of the project construction such that the construction was observed to be
built within substantial compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date
6

State Stormwater Management Systems
Permit No. SW8 920215
Certification Requirements:
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of built-upon area.
3. All the1milt-upon area associated with the project is graded such that the runoff drains to the system.
4. The outlet bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
IL Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
14. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Corann Harper, Onslow County Building Inspector
7

a`.n1tOMCE?USE ONL^Y =^. , $zy.,'.k',=''av. �;L.k�o..o�.
Date Received Fee Paid Permit Number
-- 420Z
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT,PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual,etc.who owns the project):
Commanding General of Marine Corps BAse, Camp Lejeune NC
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):
M. Crum, LCDR, CEC, USN by direction
3. Mailing Address for person listed in item 2 above:
Public Works Office, PSC Box 20004
City Camp Lejeune State: NC zip. 28542-0004
Telephone Number. ( 910 451-2326
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on
plans,specifications, letters,operation and maintenance agreements,etc.):
Correct ERosion Control Cogdels Creek
5. Location of Facility (street address):
FC-20OSneads Ferry Road
Camp Lejeune Courtly 0nslow
6. Directions to facility (from nearest major intersection):
Project located at intersection of Sneads Ferry Road and Main Service Road
approximately 0.5 miles southeast of intersection with Holcomb Blvd.
7 Latitude;N 340 39 Longitude W 77° 19' of facility
8. Contact person who can answer questions about the facility:
Name Fountain Taylor Telephone Number. ( 910 ) 451-5950
II. PERMIT INFORMATION:
1. Specify whether project is (check one): New Renewal X Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
the existing permit number 920215 and its issue date(if known) 4/9 2
Form SWU-101 April 1998 Page 1 of 4

3. Specify the type of project (check one): .0
_Low Density X High Density _Redevelop _General Permit _Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X_Sedimentation/Erosion Control _404 Permit
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.
The well graded aggregate will stabilize the eroding soil which will decrease the
amount of sediment leaving the site. The existing stormwater pond will be expanded
to serve the area being paved with aggregate.
2. Stormwater runoff from this project drains to the New River basin.
3. Total Project Area: 18 acres 4.- Project Built Upon Area: 100 %
5. How many drainage basins does the project have? 1
6. Complete the following information for each drainage basin If there are more than two drainage basins in
the project,attach an additional sheet with the information for each basin provided in the same format as
below.
MOM iffiatzOREETME �•.Di na Basutsl r g l�raina e •
Receiving Stream Name Co dels Creek
Receiving Stream Class
Drainage Basin Area 41.00 Acres
Existing Impervious*Area 29.34 Acres
Proposed Iat ervious'Area 36.05 Acres
% Impervious*Area (total) 1 88%
i� rviou Soiface Area:. U atnag ast
9
Drainage Basm12
On-site Buildings 8.06 Acres
On-site Streets 0.93 Acres
On-site Parking 24.26 Acres
On-site Sidewalks
Other on-site 2.80 Acres
Off-site
Total: 36.05 Acres E_
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas, sidewalks, gravel areas, etc.
7. How was the offsite impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTTVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
Form SWU-101 April 1998 Page 2 of 4

,By your signature below,you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or
deleted without concurrence from the State,and that they will be recorded prior to the sale of any lot.
V. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide
information on your behalf, please complete this section:
Designated agent(individual or firm): nav;c 5 Floyd_ Tnr
MailsigAddres P.O. Drawer 428
City: Greenwood State: SC Zip- 29648
phi ( 864 1 229-5211 Fax 864 ) 229-7844
VI. SUBMITTAL REQUIREMENTS
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal
1. Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP(see Attachment A)
- • Permit application processing fee(see Attachment A) 2vt
• Two copies of plans and specifications including:
• Detailed narrative description of stormwater treatment/management TY c
• Two copies of plans and specifications,including: �lv
-Development/Project name _.
-Engineer and firm
-Legend
- North arrow
- Scale
-Revision number&date
- Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours,proposed contours,spot elevations,finished floor elevations
-Details of roads,parking,cul-de-sacs,sidewalks,and curb and gutter
-Wetlands delineated,or a note on plans that none exist
- Existing drainage (including off-site),drainage easements,pipe sizes, runoff calculations
- Drainage basins delineated
- Vegetated buffers (where required)
VII. APPLICANT'S CERTIFICATION
1,(print or type name of person listed in General Information,item 2) M. Crum
certify that the information included on this permit application form is correct, that the project will be
constructed in conformance with the approved plans, that the deed restrictions in accordance with Attachment
A of this form will be recorded with all required permit conditions,and that to the best of my knowledge the
proposed project complies wi the requirements of 15A NCAC 2H.1000.
Signature: ^/V Date: l Z a Ir
Title LCDR, CEO, USN by Direction
Form SWU-101 April 1998 Page 3 of 4

ATTACHMENT A
1. Deed Restriction Language
The following statements must be recorded for all low density projects and for all projects that involve the
subdivision and selling of lots or outparcels:
1. No more than square feet of any lot, including that portion of the right-of-way between the
edge of pavement and the front lot line, shall be covered by impervious structures including
asphalt, gravel, concrete, brick, stone, slate or similar material but not including wood decking or
the surface of swimming pools. This covenant is intended to insure continued compliance with the
stormwater permit issued by the State of North Carolina. The covenant may not be changed or
deleted without the consent of the State.
2. No one may fill in, pipe, or alter any roadside swale except as necessary to provide a minimum
driveway crossing.
NOTE: If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot
number,size and the allowable built-upon area for each lot.
For commercial projects that have outparcels or future development the following statements must also be
recorded:
3. The connection from the outparcel or future area into the stormwater system must be made into the
forebay such that short-circuiting of the system does not occur.
4. All built-upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
5. Built-upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems,the following statement in addition to items 1 and 2 above must be recorded:
6. No one may pipe,fill in or alter any designated 100 foot long grassed swale used to meet the
requirements of NCAC 2H .1008(g).
2. Supplement Forms
The applicable supplement form(s) listed below must be submitted for each BMP specified for this project:
Form SWU-102 Wet Detention Basin Supplement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Nutrient Management Strategy Supplement
3. Permit Application Fees (check made payable to NCDENR and submitted to the appropriate Regional
Office)
Type of Permit New, Modification, or Timely Renewal Without
Late Renewal Modification
Low Density $225 n/a
High Density $385 $225
Other $225 n/a
Director's Certification $350 n/a
General Permit $50 n/a
Form S"-101 April 1998 Page 4 of 4

1PP4ICATION REVISION #1 (4/23/99
PccmicNo_ SCu8'7Z0Z/S /tjp19
!o e provi cd by i3W&
State of Nortli Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATHR MANAGEMENT PERMIT APPLICATION FORM EE C E I V E
WET DETEMONBASIN SUPPLEMENT JUL 16 1999 D
Thu farm may be photocopied for use ar an originat
D E M '
)WQ Stormwater Management Plan Review PROJ N
t comp etc stornrwafer management plan submittal includes a wet detention basin supplement for each basin,
lesign calculations, plans and specifications showing all basin and outlet structure details, and a signed and
Lotarbcd operation and maintenance agreement
PROJECT INFORMATION(please complete the following information): /
'rojectName: Correct Erosion ConCrol Cogdels" Creek f P 101 reld(Homfe4z;hCe G"t2le'c I&C)
.ontactPerson: Fountain Taylor PhoacNumbcr 910 451-5950
-or projects with multiple basins,specify which basin this worksheet applies to: N/A
basin Bottom Elevation 89 •ft (average elevation of the floor of the basin)
'ermaneat Pool Elevation 94. 15 ft (elevation of the orifice)
'emporary Pool Elevation 95.28 ft (elevation of the discharge structure overflow)
<r,. aeat Pool Surface Area 107,119 sq. ft_ (water surface area at the orifice elevation)
irainage Area 41.00 ac. (oa-site and off-site drainage to the basin)
mpervious Area 36.05 ac_ (on-site and off-site drainage to the basin)
'ermanent Pool Volume 383,183 cu- ft (combined volume of main basin and forebay)
remporary Pool Volume 132 790 cu.ft (volume detained above the permanent pool)
Forebay Volume cu.ft
iA/DAt used 0.06 (surface area to drainage area ratio)
diameter of Orifice 5 in.
)csign TSS Removal 85 % (85%TSS removal required,see item k below)
it. REQUIRED ITEMS CHECKLIST
Me following oheddist outlines design requirements per the Stormwater Best Management Practices manual
N.C. Department of Environment, Health and Natural Resources, November 1995) and Administradye Code
iecdoa: 15 A NCAC 2H.1008.
nitial in the space provided to indicate the following design requirements have been met and supporting
pi eatation. is attached. If the applicant has designated an agent in the Stormwater Management Permit
V'atioa Form,the agent may initial below. If a requirement has not been met, attach justidication.
Form SWU-IO2 Rev I/August I998 Page I of

Permit No. S(QYL7Z07_1s /BOO
(!o be provided y DWO
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORM WATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
Thu form may he photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION(please complete the following information): yy�1
Project Name : Correct Erosion Control Cogdels Creek LP " relclH0inf0/Tn GJ�n✓ '( P61CO
Contact Person: Fountain Taylor Phone Number: 910 451-5950
For projects with multiple basins, specify which basin this worksheet applies to: N/A
Basin Bottom Elevation 89 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 94.15 ft. (elevation of the orifice)
Temporary Pool Elevation 95.28 ft. (elevation of the discharge structure overflow)
io7, 119
Permanent Pool Surface Area sq. ft. (water surface area at the orifice elevation)
Drainage Area 41.00 ac. (on-site and off-site drainage to the basin)
Impervious Area 36.05 ac. (on-site and off-site drainage to the basin)
36-31 u3
Permanent Pool Volume -444,240 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume /5 cu. ft. (volume detained above the permanent pool)
Forebay Volume 4 cu. ft.
S.;/DAl used .00o (surface area to drainage area ratio)
Diameter of Orifice 5 in.
Design TSS Removal 85 % (85% TSS removal required, see item k below)
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, November 1995) 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.
Form SWU-102 Rev 1/August 1998 Page 1 of
0

Applicants Initials
a. The temporary pool controls runoff from the 1 inch storm event.
i b. The basin length to width ratio is greater than 3:1.
x c. The basin side slopes above the permanent pool are no steeper than 3:1.
z d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
e. Vegetation above the permanent pool elevation is specified.
_ f. An emergency drain is provided to empty the basin.
y g. The permanent pool depth is between 3 and 6 feet(required minimum of 3 feet).
x h. The temporary pool draws down in 2 to 5 days.
x i. A trash rack is provided for both the overflow and orifice.
j. The forebay volume is approximately equal to 20%of the total basin volume.
Y x k. Sediment storage is provided in the permanent pool.
1. A 30-foot vegetative filter is provided at the outlet2 (include erosive flow calculations)
in. Recorded drainage easement for each basin including access to nearest right-of-way.
n. A site specific operation and maintenance (O&M) plan is provided.
x o. A vegetation management/mowing schedule is provided in the O&M plan.
x p. Semi-annual inspections are specified in the O&M plan.
q. A debris check to be performed after every storm event is specified in the O&M plan.
i r r. Specific clean-out benchmarks are specified in the O&M plan(elevation or depth).
J Y s. A legally responsible party is designated in the O&M plan3 (include name and title).
t. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
Footnotes:
I 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 The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90%TSS removal.
3 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.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, forebay,non-integrated pretreatment
systems (pretreatment other than forebays), and the vegetated filter if one is provided.
This system (check one) M does ❑ does not incorporate a vegetated filter.
This system (check one) ❑ does ® does not incorporate non-integrated pretreatment.
Maintenance activities shall be performs as follows:
1. After every significant runoff producing rainfall event and at least monthly:
Form SWU-102 Rev I/August 1998 Page 2 of 3

a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, grass
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.
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. Removed sediment shall be disposed of in an appropriate .
manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a
wet detention basin or stream, etc.).
The original design depth is: 5.00 f t.
The sediment removal benchmar dep is: 3.75 ft.
5. Remove cattails and other indigenous wetland plants when they cover 75% of the basin surface. These
plants shall be encouraged to grow along the basin perimeter.
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.
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 above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name of the
project, responsible party, or address.
Print name:
Address: Idr. l�o� .;eh0 ei�u., c Ak- o?Y,64a
Phone: gl o —�i�S/- o?S%f
Title: Q`, d
Signature:
Date:
c�.ui��rSicti•co
1 coo, a19sC"J cRwH ec, us,J allotary Public for the State of
County of , do hereby certify that C/d 2 L N. t?N LE/_
personally appeared before me this I P t day of D 6 c- 19 l .L , and acknowledge the
due execution of the forgoing infiltration system maintenance requirements. Witness my hand and official seal,
M �jt l C'O/� , ccc/ vS ✓ SEAL
My commission expires iNlJZ�FiNrIE
Form SWU-102 Rev 1/August 1998 Page of

T" f_
Permit No. S(�,iiFgZC7/S /-fU/q
(to be provided by DWQ
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
I. PROJECT INFORMATION (please complete the following information): /
Project Name : Correct Erosion Control Cogdels Creek Lp-e0} meld
Contact Person: Fountain Taylor Phone Number: 910 451-5950
For projects with multiple basins, specify which basin this worksheet applies to: N/A
Basin Bottom Elevation 89 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation 94 ft. (elevation of the orifice)
Temporary Pool Elevation 95 ft. (elevation of the discharge structure overflow)
Permanent Pool Surface Area 104,544 sq. ft. (water surface area at the orifice elevation)
Drainage Area 41.00 ac. (on-site and off-site drainage to the basin)
Impervious Area 36.05 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume 415,250 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 528,942 cu. ft. (volume detained above the permanent pool)
Forebay Volume N/A cu. ft.
SA/DAI used 0.059 (surface area to drainage area ratio)
Diameter of Orifice 5 in.
Design TSS Removal 85 % (85% TSS removal required, see item k below)
U. 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, November 1995) 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.
Form SWU-102 Rev 1/August 1998 Page i of 3

Applicants Initials
/ a. The temporary pool controls runoff from the 1 inch storm event.
i x b. The basin length to width ratio is greater than 3:1.
x c. The basin side slopes above the permanent pool are no steeper than 3:1.
d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
7 e. Vegetation above the permanent pool elevation is specified.
_ f. An emergency drain is provided to empty the basin.
K� g. The permanent pool depth is between 3 and 6 feet(required minimum of 3 feet).
x h. The temporary pool draws down in 2 to 5 days.
x i. A trash rack is provided for both the overflow and orifice.
j. The forebay volume is approximately equal to 20% of the total basin volume.
f7� x k. Sediment storage is provided in the permanent pool.
1. A 30-foot vegetative filter is provided at the outlet2 (include erosive flow calculations)
in. Recorded drainage easement for each basin including access to nearest right-of-way.
n. A site specific operation and maintenance (O&M)plan is proiaced.
o. A vegetation management/mowing schedule is provided in th6`O&M plan.
p. Semi-annual inspections are specified in the O&M plan.
y q. A debris check to be performed after every storm event is specified in the O&M plan.
i T. Specific clean-out benchmarks are specified in the O&M plan (elevation or depth).
f s. A legally responsible parry is designated in the O&M plan3 (include name and title).
t. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
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 The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90%TSS removal.
3 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
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, forebay,non-integrated pretreatment
systems (pretreatment other than forebays), and the vegetated filter if one is provided.
This system (check one) M does ❑ does not incorporate a vegetated filter.
This system (check one) ❑ does M does not incorporate non-integrated pretreatment.
Maintenance activities shall be performs as follows:
1. After every significant runoff producing rainfall event and at least monthly:
Form SWU-102 Rev 1/August 1998 Page 2 of

i -
a. Inspect the wet detention basin system for sediment accumulation, erosion, trash accumulation, grass
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.
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/o of the original design depth. Removed sediment shall be disposed of in an appropriate .
manner and shall not be handled in a manner that will adversely impact water quality (i.e. stockpiling near a
wet detention basin or stream, etc.).
The original design depth is: 5.00 ft.
The sediment removal benchmark depth is: 3.75 ft.
5. Remove cattails and other indigenous wetland plants when they cover 75% of the basin surface. These
plants shall be encouraged to grow along the basin perimeter.
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.
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 above
maintenance procedures. I agree to notify DWQ of any problems with the system or changes in the name of the
project, responsible party, or address.
Print name:
Address:
Phone:
Title:
J
Signature:
Date: ;1
C ;M,11)�'51.^.l"15 D
I L(1(� �t)�,y�;< ::(;iIM ��C, L';;v a Notary Public for the State of .vh�.q� criccK.
e
County of do hereby certify that Clg1?L- N.
personally appeared before me this ''`` day of D c 19 I .a' and acknowledge the
due execution of the forgoing infiltration system maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires i N�cr-w;i C
Form SWU-102 Rev 1/August 1998 Page 3 of

D#I S Engineering
Arcbitectare
FLEnvironmental&Laboratory Services
P.O.Box 61599 Charleston,SC 29419•3229 West Montague Avenue Charleston,SC 29418•[phone](office) [phone](fax)
July 15, 1999
Ms. Linda Lewis
NCDENR
127 Cardinal Drive Ext.
Wilmington, NC 28405
RE: Requested Information
Stormwater Project No. SW8 920215 Modification
Dear Ms. Lewis:
As requested in your June 30, 1999 letter concerning the referenced permit modification,
please find the following enclosed documents:
1 . Signed and sealed set of revised calculations
2. Revised Wet Detention Basin Supplement page 1 of 3 with original signed and initialed
pages to follow.
Please feel free to call should you have any questions.
Sincerely,
DAVIS & FFLOYD, INC.
/0"
Michael V. Horton C-3TOR WATER
attachments 1�11 IIV/I
xc: Rudy Powell, P.E., Davis & Floyd, Inc. E C E I V E D
JUL 16 1999 D
D E M
PROJ q

1 ♦.
Application REV #1 (4/23/99)
Engineering Calculations STORMWATER
E C E I V E
FC-200 Site Improvements JUL 16 1999 D
RROJ #�u zozISMUD
Department of the Navy, Marine Corps Base
Camp Lejeune, North Carolina
Prepared by: \o �N °ARot
Davis & Floyd, Inc. _ :QQ
S L _
18712 _
f�li\\romhar 1QQS2
Revised April 1999
Revisions underlined& italic

Application REV #1 (4/23/99)
Site Information:
Site Improvements/ High Density Development of the FC-200 Facility: 8`h
Engineering SPT BN 2D FSSG Engineering Equipment Platoon
Total Site Area: 41 acres (study site)
Wet Detention Basin: Existing Pond (SW8 920215) (see "As-Built" drawings &
Figure-1: Existing Drainage)
Drainage Area to be served by Pond: 41.00 acres (see Figure-2: Improved Drainage)
Impervious Areas (see Figure-2: Improved Drainage):
Buildings: 8.06 acres (20%)
Parking: 24.26 acres (59%)
Streets: 0.93 acres (02%)
Pond: 2.80 acres (07%)
Total 36.05 acres (88%)
Storm Water Runoff:
Volume: 119,720 ft' ft' (see Calculations Sub-Set — Runoff Volume)
Depth: 1.13 ft (see Calculations Sub-Set — Runoff Volume)
Peak Rates: (see Calculations Sub-Set— Project Hydrology and attached
Hydrologic Summary Table with HEC-1 output)
Water Quality Parameters:
Vegetated Filter: Used (requiring 85% TSS Removal)
Pond Depth: 5 ft
Pond Surface Area @ Permanent Pool: 104,400 ft'
Pond Surface Area @ Temporary Pool: 125,560 ft'
Pond Permanent Pool Elevation: 94. 15
Pond Temporary Pool Elevation: 95.28
Percent Impervious Area: 88%
Required SA/DA: 0.047
SA/DA Provided: 0.060 (@ permanent pool elevation)
Outlet Size & Drawdown Time (see Calculations Sub-Set — Drawdown): 5" / 3 days
Revisions underlined& italic

Applica,�.Ln REV#1 (4/23199)5
Hydrologic Summary Table
Camp Lejeune FC-200 Erosion Control
Peak Flows, Stages, and Ratios
WZ'
1 2 3 4 5 6 7 8
Event 24 Hr. P P-804 Runoff FC-200 Runoff Pond Inflow Pond Outflow Stage Discharge to Cogdels
(yr) (in.) (cfs) (cfs) (cfs) (cfs) (elev.) (cfs)
2 4.5 46 44 46 36 95.49 61
10 7.0 75 81 75 66 95.74 118
25 8.1 87 97 87 77 95.83 143
100 10.0 108 125 108 97 96.00 185 1
tliW`ro—vedf`C5Wd itis.
9 10 11 12 13 14
Outflow 24 Hr. P P-804 Runoff FC-200 Runoff Pond Inflow Pond Itflow Stage Discharge to Cogdels Area Outflow
(yr) (in.) (cfs) (cfs) (cfs) (cfs) (elev.) (cfs) (ft^2/cfs)
2 4.5 46 55 91 52 95.83 52 2094
10 7.0 75 94 153 112 96.27 112 972
25 8.1 87 ill 179 135 96.43 135 8071
100 10.0 108 141 225 177 96.65 177 615
Column Description
I Storm return frequency
2 24 hour precipitation
3 Runoff from area(P804)sewed by existing pond
4 Runoff from basin encompassing project site(FC-200)with existing conditions
5 Pond inflow(from P-804 area only)with existing conditions
6 Pond outflow(from P-804 area only)with existing conditions
7 Pond peak stage with existing conditions
8 Combined discharges to Cogdels Creek with existing conditions
9 Runoff from basin encompassing project site after improvements(paving&drainage)are made
10 Pond infow after adding runoff from the improved FC-200 site(Column 8)to P-804 site runoff(Column 3)
11 Pond outflow after routing new inflow(Column 9)through extended pond
12 Peak stage of extended pond
13 Combined discharges to Cogdels Creek with improved conditions
14 New pond area to peak outflow ratio for measurment of sediment removal efficiency

Untitled
DHECI SIN: 1343001909 HMVersion: 6.33 Data File: C:\TEMP\-VbhOAOF.TMP
* FLOOD HYDROGRAPH PACKAGE (HEC-1) ' U.S. ARMY CORPS OF ENGINEERS '
' MAY 1991 * ' HYDROLOGIC ENGINEERING CENTER
' VERSION 4.0.1E * * 609 SECOND STREET '
DAVIS, CALIFORNIA 95616
" RUN DATE 04/23/1999 TIME 13:27:14 ' (916) 756-1104 `
K X XKXXXXK XXXXX K
X X X X X XX
X K % X K
XXKXXXX XXXX X XXXXX K
X X X X K
X X X X X X
X X XXXXXXX KXKXX KXX
. .. . .. . . . . ... . . .. . . .. . . . . . . . .. ... . . .. . . . ...
. .. . .. . .. . . ... . . . . .. .. . . . . . . . . . . . . . . . . . . . ..
. . .. . .. . . . . ... . . . . .. .. .. .. . . . . . . . . . . .. . . . ..
. . . Full Microcomputer Implementation . . .
by
. . . Haestad Methods, Inc. . . .
37 Brookside Road ' Waterbury, Connecticut 06708 + (203) 755-1666
THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HECIGS, HECSDB, AND HECIKW.
THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION
NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY,
DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT,INFILTRATION
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM
OD HEC-1 INPUT PAGE 1
LINE ID. . . . . ..1.. .. .. .2. .. . . . .3. . . . . ..4. . . . . ..5.. .. . ..6. . . . . . .7. . . . . . .5. . . . . . .9. . . . . .10
1 ID 2 Year Improved Conditions
Page 1

Untitled
2 IT 3 480
3 IO 0 0
4 KK 804
5 KM Existing Site Drainage
6 KO 22
7 SA 0.0322
8 PB 4.5
9 IN 6
10 PC 0.0000 0.00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00800 0.00900
11 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01600 0.01900
12 PC 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02848 0.02961
13 PC 0.0308 0.03191 0.03308 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
14 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05388 0.05531
15 PC 0.0567 0.05821 0.05968 0.06117 0.06267 0.06419 0.06572 0.06727 0.06883 0.07041
16 PC 0.0720 0.07363 0.07530 0.07703 0.07880 0.08063 0.08250 0.08443 0.08640 0.08843
17 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
18 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206
19 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416
20 PC 0.1890 0.19402 0.1992E 0.20478 0.21052 0.21650 0.22272 0.22918 0.23588 0.24282
21 PC 0.2500 0.25776 0.26644 0.27604 0.28656 0.29800 0.31430 0.33940 0.37330 0.41600
22 PC 0.5000 0.58400 0.62670 0.66060 0.68570 0.70200 0.71344 0.72396 0.73356 0.74224
23 PC 0.7500 0.75718 0.76412 0.77082 0.77728 0.78350 0.78948 0.79522 0.80072 0.80598
24 PC 0.8110 0.81584 0.82057 0.82518 0.82968 0.83406 0.83833 0.84248 0.84652 0.85044
25 PC 0.8543 0.85794 0.86152 0.86498 0.86833 0.87156 0.87468 0.87768 0.88057 0.68334
26 PC 0.8860 0.88858 0.89110 0.89358 0.89600 0.89838 0.90070 0.90298 0.90520 0.90738
27 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
28 PC 0.9280 0.92959 0.93117 0.93273 0.93428 0.93581 0.93733 0.93883 0.94032 0.94179
29 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
30 PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824
31 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.97747 0.97858 0.97967
32 PC 0.9808 0.98162 0.98288 0.98392 0.98496 0.98598 0.98700 0.98800 0.98899 0.98997
33 PC 0.9909 0.99189 0.99284 0.99377 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
34 PC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
35 LS 93
36 UD 0.34
37 KK 200
38 KM Improved Site Drainage
39 KO 22
40 BA 0.0319
41 PB 4.5
42 IN 6
43 PC 0.0000 0.00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00800 0.00900
44 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01800 0.01900
45 PC 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02846 0.02961
46 PC 0.0308 0.03191 0.03308 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
47 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247. 0.05388 0.05531
48 PC 0.0567 0.05821 0.05968 0.06117 0.06267 0.06419 0.06572 0.06727 0.06883 0.07041
49 PC 0.0720 0.07363 0.07530 0.07703 0.07880 0.08063 0.08250 0.08441 0.08640 0.08843
SO PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
51 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206
52 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416
53 PC 0.1890 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22918 0.23588 0.242820.
HEC-1 INPUT PAGE 2
LINE ID. . . . . . .1. .. . . ..2. . . . . . .3. . . .. ..4. . .. .. .5. . . . . ..6. . . .. . .7. .. . . . .8. . . . .. .9. . . . . .10
Page 2

Untitled
54 PC 0.2500 0.25776 0.26644. 0.27604 0.28656 0.29800 0.31430 0.33940 0.37330 0.41600
55 PC 0.5000 0.58400 0.62670 0.66060 0.68570 0.70200 0.71344 0.72396 0.73356 0.74224
56 PC 0.7500 0.75718 0.76412 0.77082 0.77728 0.78350 0.78948 0.79522 0.80072 0.80598
57 PC 0.8110 0.81584 0.82057 0.82518 0.82968 0.83406 0.83833 0.84248 0.84652 0.85044
58 PC 0.8543 0.85794 0.86152 0.86498 0.86833 0.87156 0.87468 0.87768 0.88057 0.88334
59 PC 0.8860 0.88858 0.89110 0.89358 0.89600 0.89838 0.90070 0.90298 0.90520 0.90738
60 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
61 PC 0.9280 0.92959 0.93117 0.93273 0.93428 0.93581 0.93733 0.93883 0.94032 0.94179
62 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
63 PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824
64 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.97747 0.97858 0.97967
65 PC 0.9808 0.98182 0.98288 0.98392 0.98496 0.98598 0.98700 0.98800 0.98899 0.98997
66 PC 0.9909 0.99189 0.99284 0.99377 0.99470 0.99561 0.99651 0.99740 0.99628 0.99914
67 PC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
68 LS 88
69 UD 0.139
70 KK junct
71 KM
72 KO 22
73 HC 2
74 KK POND
75 KM Detention Pond
76 KO 22
77 RS 1 ELEV 94.15
78 SA 2.4 2.61 2.82 3.05 3.27 3.52 3.77
79 SE 94 94.5 95 95.5 96 96.5 97
80 SQ 0 2.1 17.57 70.11 146.1 251.43
81 SE 94.15 95 95.5 96 96.5 97
82 ZZ
Page 3

Untitled
2 Year Improved Conditions
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE
6-HOUR 24-HOUR 72-HOUR
HYDROGRAPH AT
804 46. 12.40 10. 3. 3. 0.03
HYDROGRAPH AT
200 55. 12.15 9. 3. 3. 0.03
2 COMBINED AT
junct 91. 12.20 19. 6. 6. 0.06
ROUTED TO
POND 52. 12.60 16. 5. 5. 0.06
95.83 12.60
Page 1

Untitled
10 Year Improved Conditions '
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE
6-HOUR 24-HOUR 72-HOUR
HYDROGRAPH AT
804 75. 12.35 16. 5. 5. 0.03
HYDROGRAPH AT
200 94. 12.15 15. 5. S. 0.03 -
2 COMBINED AT
junct 153. 12.20 31. 10. 10. 0.06
ROUTED TO
POND 112. 12.50 30. 9. 9. 0.06
96.27 12.50
Page 1

Untitled
25 Year Improved Conditions
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE
6-HOUR 24-HOUR 72-HOUR
HYDROGRAPH AT
804 87. 12.35 19, 6. 6. 0.03
HYDROGRAPH AT
200 111. 12.15 18. 6. 6. 0.03
2 COMBINED AT
junct 179. 12.20 37. 12. 12. 0.06
ROUTED TO
POND 135. 12.45 35. 11. 11. 0.06
96.43 12.45
Page 1

Untitled
100 Year Improved Conditions
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE
6-HOUR 24-HOUR 72-HOUR
HYDROGRAPH AT
804 108. 12.35 24. B. 8. 0.03
HYDROGRAPH AT
200 141. 12.15 23. 7. 7. 0.03
2 COMBINED AT
junct 225. 12.20 46. 15. 15. 0.06
ROUTED TO
POND 177. 12.45 45. 14. 14. 0.06
96.65 12.45
Page 1

DAVIS &�FLOYD, INC. JOB-/OG�aS42
3229 West Montague Avenue SHEETNO. OF
P.O. Box 61599
CHARLESTON, SOUTH CAROLINA 29419-1599 CALCULATEDBY m(/ DAB �1z1/99
[phone]
FAX [phone] CHECKED BY DATE
SCALE
I I
� 2 �E'F�/UF� _!�'19ocv�1 cfltcuci}ncxJS
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State of North.Carolina
Department of Environment
and Natural Resources 00
Wilmington Regional Office
James B. Hunt, Jr., GovernorNILLRENR
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
Division of Water Quality ENVIRONMENT AND NATURAL RESOURCES
June 30, 1999
Mr. Michael Horton
Davis and Floyd
PO Box 61599
Charleston, SC 29419
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 920215 Modification
P-804 Field Maintenance Complex
Onslow County
Dear Mr. Horton:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for P-804 Field Maintenance Complex on May 12, 1999. A preliminary
review of that information has determined that the application is not complete. The following information
is needed to continue the stormwater review:
1. Please seal the revised calculation pages.
2. Please return the revised original 3 pages of the supplement form which were enclosed with
my April 12, 1999, letter. Copies are not acceptable.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to July 30, 1999, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee. The Division is allowed 90 days from the receipt of a completed application to issue the
permit.
The construction of any impervious surfaces associated with this project prior to receipt of the
stormwater permit is considered a violation of NCGS 143-215.1, and is subject to enforcement action. If you
have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\920215.JUN
cc: Linda Lewis
127 Cardinal Dr.Est.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper -

��11f A 2 1999
D IS --------.
FLOYD LETTER OF TRANSMITTAL
P.O. BOX 61599
CHARLESTON, S.C. 29419-1599
PHONE: [phone] • FAX: [phone]
TO: ATTN: Ms. Linda Lewis
NCDENR
127 Cardinal Drive Ext. DATE: May 10, 1999
Wilmington, NC 28405 JOB NUMBER: 10865.02
[phone] ext 210 RE: Additional Info. fo SW8 920215 t odification)
WE ARE SENDING YOU
4 Drawings ❑ Specifications ❑ Plans ❑ Shop Drawings 4 Letter ❑ Other
THROUGH:
❑ U.S. Mail J Federal Express ❑ UPS ❑ PDQ ❑ Electronic Mail to
COPIES DRAWING TITLE / DESCRIPTION
2 Set Correct Erosion Control — Cogdels Creek (revised, signed and dated 5/7/99)
1 — Letter dated May 10, 1999 w/Attachment Nos. 1-6
1 — Wet Detention Basin Supplement (Application Revision #1 (4/23/99))
THESE ARE TRANSMITTED as checked below:
4 As Requested ❑ Approved as Submitted
❑ For Your Use / Information ❑ Approved as Noted
❑ For Review & Comment ❑ Revise & Resubmit
4 For Approval ❑ Returned for Corrections
❑ For Distribution ❑ For Signature
❑ Other (see below remarks)
REMARKS:
COPY TO: Rudy Powell, Davis & Floyd, Inc. SIGNED:
Michael V. Horton

D A S Engineering
Architecture
FLID Environmental&Laboratory Services
P.O.Box 61599 Charleston,SC 29419•3229 West Montague Avenue Charleston,SC 29418•(8�®8602(office) (843)747-648�fax)
May 10, 1999 erypd R{I'�/I"�p1@''/�C/`J��`Ir'�FE
E E I V D
Ms. Linda Lewis C E
NCDENR MAY 12 1999
127 Cardinal Drive Ext. jV1
Wilmington, NC 28405 PROJ N :fO6 E02I5" HCYq
RE: Requested Information
Stormwater Project No. SW8 920215 Modification
Dear Ms. Lewis:
As requested in your April 12, 1999 letter concerning the referenced permit modification, we
wish to submit the following information, clarifications, revisions and responses:
1 . The calculation for determining the required surface area for the new pond is located in
the Engineering Calculations dated November 1998 that was included in the permit
application submittal package dated January 12, 1999. Using the table provided by
NCDENR, the required SA/DA was interpolated to be 4.7% for a 5.0 ft. deep pond draining
an 88% impervious area and discharging through a minimum 30 ft. vegetated filter. The
results of this interpolation and comparison with the SA/DA to be provided with the site
improvements are located on the first page of the calculations under the Water Quality
Parameters subsection in the original calculations and are resubmitted along with other
revisions in the revised calculations (see Attachment #1 :Revised Calculations).
2. The volume used in the orifice sizing and drawdown calculations was assumed to be equal
to the runoff volume resulting from one inch of precipitation (119,720 ft'). This value was
used to ensure that ample treatment time (>2 days) is provided for this runoff amount and
not volumes held between temporary and permanent pools. It was our intention to be
conservative and retain the lesser volume. However, as per your direction, this value is
now changed to the revised temporary pool volume (134,531 ft'). The attached
calculations indicate that the existing orifice size (5 in.) is still sufficient in providing the
required treatment time (see Attachment #2: Revised Drawdown Calculations).
The temporary pool volume reported in the original permit application inadvertently
indicated the total volume below the temporary pool rather than the specified volume
between the permanent and temporary pool elevations. This value is revised on the
attached Wet Detention Basin Supplement (REV: 4/23/99) to indicate the correct value
(132,790 ft') based on this correction and other revisions.

The temporary pool volume submitted in the original application provided 95% of the
required volume. In attempt to use the existing outlet control structure without
modification, the volume provided fell short due to physical site constraints involving the
new pond geometry with respect to the space available for expansion. In order to provide
the necessary volume, modification to the pond's control structure will be needed so that
the temporary pool can be raised by 1-1/2 in. This increase in the temporary pool elevation
provides a 132,790 ft' temporary pool volume and exceeds the regulatory requirements
(see Attachment #3: Revised Temporary Pool Volume Calculation and Existing Outfall
Modifications Detail on Drawing C6). The increase in the high level outlet elevation
impacts the pond routing, for which the calculations and resulting summary tables were
revised (see Attachment #1: Revised Calculations and Existing Outfall Modifications Detail
on revised Drawing C6).
3. New pond contours are dimensioned on the Revised Drawing C-4 and two (2) 1"=50'
plans are enclosed for your area and volume verifications. A detail has been added to the
Contract Drawings indicating a typical pond section with dimensions and construction
specifications (see Attachment #4: Pond Section Detail and revised Drawing C-6).
4. Dimensions have been labeled on the surface areas for both the permanent and temporary
pool elevations (see Attachment #6: Pond Areas and revised Drawing C4).
5. Your indication that three (3) new inlets are within the pond and that there is a potential
dead zone may indicate that you were provided or referenced an outdated or preliminary
drawing set with the application submittal package. Please verify that your original
package contains drawings signed and sealed on September 10, 1998. These drawings
should indicate four (4) new pond inlets labeled as pipe outlets and distributes the inflow
around the overall pond.
In effort to minimize the potential for short-circuiting the pond and also provide a forebay
for management of the new system flows, the collection trunk systems have been realigned
to consolidate the collection outfalls within one region of the pond (see Attachment #5:
Forebay Calculations and revised Drawings C4 & C5). The forebay is designed to be at the
full pond depth and incorporates a submerged weir / embankment with typical 6:1
vegetative shelves to either side. The forebay SA, at 39,086 ft', makes up 31 % of the SA
provided at the temporary pool elevation and the volume, at 40,592 ft', makes up 31 % of
the temporary pool volume. This design, despite exceeding the 20% volume required,
should not significantly impact the pond's sediment removal efficiency by having
approximately 43% of the forebay area at full pond depth (5 ft.). The oversized volume
will also provide higher sediment storage capacities and the geometry will also facilitate
construction and maintenance activities by providing equipment access around the forebay
and providing a means for dewatering the forebay alone.
6. The Existing OutfalI Modifications Detail has been revised to include the new temporary
pool elevation, modification details and pertinent dimensioning (see revised Drawing C-6).

7. A pond section detail has been added, indicating all pertinent dimensions and
specifications (see Attachment #4: Pond Section Detail and revised Drawing C-7).
We hope the above write-up and attachments provide the necessary clarifications and
revisions for permitting the project. We appreciate your thorough preliminary review and look
forward to your further assistance in the permitting process. Please feel free to call should you
have any questions or need additional information.
Sincerely,
DAVIS & FLOYD, INC.
A"/�
Michael V. Horton
attachments
xc: Rudy Powell, P.E., Davis & Floyd, Inc.

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3229 West Montague Avenue SHEETNO. OF
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3229 West Montague Avenue SHEET NO. OF
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CHARLESTON, SOUTH CAROLINA 29419-1599 CALCULATED BY DATE.
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Application REV #1 (4/23/99)
Engineering Calculations
FC-200 Site Improvements
Department of the Navy,. Marine Corps Base
Camp Lejeune, North Carolina
Prepared by: STORMWATER
Davis & Floyd, Inc. E C E I V E
MAY 1 21999 D
FROJ # E MrZUZIS
November. 4 902
Revised April 1999
Revisions underlined & italic

Application REV #1 (4/23/99)
Site Information:
Site Improvements/ High Density Development of the FC-200 Facility: 81h
Engineering SPT BN 2D FSSG Engineering Equipment Platoon
Total Site Area: 41 acres (study site)
Wet Detention Basin: Existing Pond (SW8 920215) (see "As-Built' drawings &
Figure-1: Existing Drainage)
Drainage Area to be served by Pond: 41 .00 acres (see Figure-2: Improved Drainage)
Impervious Areas (see Figure-2: Improved Drainage):
Buildings: 8.06 acres (20%)
Parking: 24.26 acres (59%)
Streets: 0.93 acres (02%)
Pond: 2.80 acres (07%)
Total 36.05 acres (88%)
Storm Water Runoff:
Volume: 119,720 ft' ft' (see Calculations Sub-Set — Runoff Volume)
Depth: 1.13 ft (see Calculations Sub-Set — Runoff Volume)
Peak Rates: (see Calculations Sub-Set — Project Hydrology and attached
Hydrologic Summary Table with HEC-1 output)
Water Quality Parameters:
Vegetated Filter: Used (requiring 85% TSS Removal)
Pond Depth: 5 ft
Pond Surface Area @ Permanent Pool: 104,400 ft1
Pond Surface Area @ Temporary Pool: 125,560 f 2
Pond Permanent Pool Elevation: 94. 15
Pond Temporary Pool Elevation: 95.28
Percent Impervious Area: 88%
Required SA/DA: 0.047
SA/DA Provided: 0.060 (@ permanent pool elevation)
Outlet Size & Drawdown Time (see Calculations Sub-Set — Drawdown): 5" / 3 days
Revisions underlined& italic

Application REV#1 (4/23/99)
Hydrologic Summary Table
Camp Lejeune FC-200 Erosion Control
Peak Flows, Stages, and Ratios
Existing Conditions
1 2 3 4 5 6 7 8
Event 24 Hr. P P-804 Runoff FC-200 Runoff Pond Inflow Pond Outflow Stage Discharge to Cogdels
(yr) (in.) (cfs) (cfs) (cfs) (cfs) (elev.) (cfs)
2 4.5 46 44 46 36 95.49 61
10 7.0 75 81 75 66 95.74 118
25 8.1 87 97 87 77 95.83 143
100 10.0 108 125 108 97 96.00 185
Improved Conditions
9 10 11 12 13 14
Event 24 Hr. P P-804 Runoff FC-200 Runoff Pond Inflow Pond Outflow Stage Discharge to Cogdels Area/Outflow
(yr) (in.) (cfs) (cfs) (cfs) (cfs) (elev.) (cfs) (f ^2/cfs)
2 4.5 46 55 91 52 95.83 52 2094
10 7.0 75 94 153 112 96.27 112 972
25 8.1 87 111 179 135 96.43 135 807
100 10.0 1 108 141 225 177 96.65 177 615
Column Description
1 Storm return frequency
2 24 hour precipitation
3 Runoff from area(P804) served by existing pond
4 Runoff from basin encompassing project site(FC-200)with existing conditions
5 Pond inflow(from P-804 area only)with existing conditions
6 Pond outflow(from P-804 area only)with existing conditions
7 Pond peak stage with existing conditions
8 Combined discharges to Cogdels Creek with existing conditions
9 Runoff from basin encompassing project site after improvements(paving&drainage)are made
10 Pond infow after adding runoff from the improved FC-200 site(Column 8)to P-804 site runoff(Column 3)
11 Pond outflow after routing new inflow(Column 9)through extended pond
12 Peak stage of extended pond
13 Combined discharges to Cogdels Creek with improved conditions
14 New pond area to peak outflow ratio for measurment of sediment removal efficiency

Untitled
OHECl SIN: 1343001909 HMVersion: 6.33 Data File: C:\TEMP\-vbhOAOF.TMP
* FLOOD HYDROGRAPH PACKAGE (HEC-1) * * U.S. ARMY CORPS OF ENGINEERS
* MAY 1991 * * HYDROLOGIC ENGINEERING CENTER
* VERSION 4.0.1E * * 609 SECOND STREET
x * * DAVIS, CALIFORNIA 95616
* RUN DATE 04/23/1999 TIME 13:27:14 * * (916) 756-1104
X X XXXXXXX XXXXX X
X X X X X XX
X X X X X
XXXXXXX XXXX X XXXXX X
X X X X X
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. . . . . .. . ... . .. . . . . . . . . . . . . . . . . . . . . . .. .. ... .
. . . Full Microcomputer Implementation . . .
by
. . . Haestad Methods, Inc. . . .
37 Brookside Road * Waterbury, Connecticut 06708 * (203) 755-1666
THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HEC1 (JAN 73), HECIGS, HECIDB, AND HEClKW.
THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN77 VERSION
NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY,
DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM
DO HEC-1 INPUT PAGE 1
LINEID. . . . .. .1. . . . . . .2. . . . . . .3.. . . . . .4. . . . . . .5. . . . . . .6.. . . . . .7. .. . . . .8. . .. . . .9. . . . . .10
1 ID 2 Year Improved Conditions
Page 1

Untitled
2 IT 3 480
3 10 0 0
4 KK 804
5 KM Existing Site Drainage
6 KO 22
7 BA 0.0322
8 PB 4.5
9 IN 6
10 PC 0.0000 0.00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00800 0.00900
11 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01800 0.01900
12 PC 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02848 0.02961
13 PC 0.0308 0.03191 0.03308 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
14 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05368 0.05531
15 PC 0.0567 0.05821 0.05968 0.06117 0.06267 0.06419 0.06572 0.06727 0.06883 0.07041
16 PC 0.0720 0.07363 0.07530 0.07703 0.07880 0.08063 0.08250 0.08443 0.08640 0.08843
17 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
18 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206
19 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416
20 PC 0.1890 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22918 0.23588 0.24282
21 PC 0.2500 0.25776 0.26644 0.27604 0.28656 0.29800 0.31430 0.33940 0.37330 0.41600
22 PC 0.5000 0.58400 0.62670 0.66060 0.68570 0.70200 0.71344 0.72396 0.73356 0.74224
23 PC 0.7500 0.75718 0.76412 0.77082 0.7772E 0.78350 0.78948 0.79522 0.80072 0.80598
24 PC 0.8110 0.81584 0.82057 0.82518 0.82968 0.83406 0.83833 0.84248 0.84652 0.85044
25 PC 0.8543 0.85794 0.86152 0.86498 0.86833 0.87156 0.87468 0.87768 0.88057 0.88334
26 PC 0.8860 0.88858 0.89110 0.89358 0.89600 0.89838 0.90070 0.90298 0.90520 0.9073E
27 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
28 PC 0.9280 0.92959 0.93117 0.93273 0.93428 0.93581 0.93733 0.93883 0.94032 0.94179
29 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
30 PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824
31 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.97747 0.97858 0.97967
32 PC 0.9808 0.98162 0.98288 0.98392 0.98496 0.98598 0.98700 0.98800 0.98899 0.98997
33 PC 0.9909 0.99189 0.99284 0.99377 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
34 PC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
35 LS 93
36 UD 0.34
37 KK 200
38 KM Improved Site Drainage
39 KO 22
40 BA 0.0319
41 PB 4.5
42 IN 6
43 PC 0.0000 0.00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00800 0.00900
44 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01800 0.01900
45 PC 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02848 0.02961
46 PC 0.0308 0.03191 0.03308 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
47 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05388 0.05531
48 PC 0.0567 0.05821 0.05968 0.06117 0.06267 0.06419 0.06572 0.06727 0.06863 0.07041
49 PC 0.0720 0.07363 0.07530 0.07703 0.07880 0.08063 0.08250 0.08443 0.08640 0.08843
50 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
51 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206
52 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416
53 PC 0.1890 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22918 0.23588 0.242820E)
HEC-1 INPUT PAGE 2
LINEID. . . . . . .1. . . . . . .2. . . . . . .3. . . . . . .4. . . . . . .5. . . . . ..6.. . . . . .7. . . . . . .8. .. . .. .9. .... .10
Page 2

Untitled
54 PC 0.2500 0.25776 0.26644 0.27604 0.28656 0.29800 0.31430 0.33940 0.37330 0.41600
55 PC 0.5000 0.58400 0.62670 0.66060 0.68570 0.70200 0.71344 0.72396 0.73356 0.74224
56 PC 0.7500 0.75718 0.76412 0.77082 0.77728 0.78350 0.78948 0.79522 0.80072 0.80598
57 PC 0.8110 0.81584 0.82057 0.82518 0.82966 0.83406 0.83833 0.84248 0.84652 0.85044
58 PC 0.8543 0.65794 0.86152 0.86498 0.86833 0.U156 0.67468 0.67768 0.88057 0.88334
59 PC 0.8860 0.88858 0.89110 0.89358 0.89600 0.89838 0.90070 0.90298 0.90520 0.90738
60 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
61 PC 0.9280 0.92959 0.93117 0.93273 0.93426 0.93581 0.93733 0.93883 0.94032 0.94179
62 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
63 PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824
64 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.97747 0.97858 0.97967
65 PC 0.9808 0.98182 0.98288 0.98392 0.98496 0.98598 0.98700 0.98800 0.98899 0.98997
66 PC 0.9909 0.99189 0.99284 0.99377 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
67 PC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
68 LS 88
69 UD 0.139
70 KK junct
71 KM
72 KO 22
73 HC 2
74 KK POND
75 KM Detention Pond
76 KO 22
77 RS' 1 ELEV 94.15
78 SA 2.4 2.61 2.82 3.05 3.27 3.52 3.77
79 SE 94 94.5 95 95.5 96 96.5 97
80 SQ 0 2.1 17.57 70.11 146.1 251.43
81 SE 94.15 95 95.5 96 96.5 97
82 ZZ
Page 3

Untitled
2 Year Improved Conditions
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE
6-HOUR 29-HOUR 72-HOUR
HYDROGRAPH AT
804 46. 12.40 10. 3. 3. 0.03
HYDROGRAPH AT .
200 55. 12.15 9. 3. 3. 0.03
2 COMBINED AT
junct 91. 12.20 19. 6. 6. 0.06
ROUTED TO
POND 52. 12.60 16. 5. 5. 0.06
95.83 12.60
Page 1

Untitled
10 Year Improved Conditions '
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE
6-HOUR 24-HOUR 72-HOUR
HYDROGRAPH AT
804 75. 12.35 16. 5. 5. 0.03
HYDROGRAPH AT
200 94. 12.15 15. 5. 5. 0.03
2 COMBINED AT
junct 153. 12.20 31. 10. 10. 0.06
ROUTED TO
POND 112. 12.50 30. 9. 9. 0.06
96.27 12.50
Page 1

Untitled
25 Year Improved Conditions
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE
6-HOUR 24-HOUR 72-HOUR
HYDROGRAPH AT
804 87. 12.35 19. 6. 6. 0.03
HYDROGRAPH AT
200 111. 12.15 18. 6. 6. 0.03
2 COMBINED AT
junct 179. 12.20 37. 12. 12. 0.06
ROUTED TO
POND 135. 12.45 35. 11. 11. 0.06
96.43 12.45
Page 1

Untitled
100 Year Improved Conditions '
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLOW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE
6-HOUR 24-HOUR 72-HOUR
HYDROGRAPH AT
804 108. 12.35 24. 8. 8. 0.03
HYDROGRAPH AT
200 141. 12.15 23. 7. 7. 0.03
2 COMBINED AT
junct 225. 12.20 46. 15. 15. 0.06
ROUTED TO
POND 177. 12.45 45. 14. 14. 0.06
96.65 12.45
Page 1

State of North Carolina
Department of Environment
and Natural Resources e
Wilmington Regional Office
James B. Hunt, Jr., Governor WayneN C R
Wayne McDevitt, Secretary
Division of Water Quality NORTH CAROUNA DEPARTMENT OP
ENVIRONMENT AND NATURAL RESOURCES
April 12, 1999
Mr. Rudy Powell, P.E.
Davis & Floyd, Inc.
Environmental Services Division
816 East Durst Street
Greenwood, SC 29649
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SWS 920215 Modification
P-804 Field Maintenance Complex Pond Modification
Onslow County
Dear Mr. Powell:
The Wilmington Regional Office received a modification to the Stormwater Management Permit
Application for P-804 Field Maintenance Complex Pond on January14, 1999. A preliminary review of that
information has determined that the application is not complete. The following information is needed to
continue the stormwater review:
1. Where in the calculations do you calculate the new minimum required surface area for the
new pond based on the SA/DA ratio? Please provide this calculation based on the percent
impervious of the drainage area to the pond, and'the proposed depth.
2. Please base the orifice sizing on the actual volume stored in the pond between the permanent
pool and the storage pool. The volume you use is 119,730 cubic feet, which is the minimum
amount associated with the first inch. If the elevations of the permanent pool and temporary
pool are only F apart, (94 and 95, as reported) then you have provided only 113,692 cubic
feet of storage, which is not sufficient for the first inch. According to the supplement form,
the pond provides 528,942 cubic feet above the permanent pool, which would require a
substantially larger orifice than 5" specified. The "Temporary Pool Volume" is the volume
stored between the "Permanent Pool Elevation" and the "Temporary Pool Elevation", which,
according to the areas provided in the calculations, is only 113,692 cubic feet. This is several
thousand cubic feet short of the minimum required volume of 125,217 cubic feet and far short
of the 528,942 reported on the supplement. Please clarify and revise.
3. Please provide 2 sets of plan sheets that show the new pond contours. I cannot verify the new
pond calculations until these are provided. For the new part of the pond, please provide a
detail which shows the required 10' wide, 6:1 vegetated shelf just below the permanent pool.
4. Please provide the dimensions, arc length, or radius for each straight piece and curve of the
figure created by the permanent pool contour.
127 Cardinal Dr. Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone] -
An Equal Opportunity Affirmative Action Employer 50% recycled/10°/ post-consumer paper

t.
Mr. Powell
April 12, 1999
Stormwater Project No. SW8 920215 Modification
----------------------------------------------
5. I am concerned about the location of the new inlets in relation to the outlet. Ideally, all runoff
enters the pond at one point, travels along the entire length of the pond, and discharges at the
opposite end. In this case, 3 new inlets will be made, one of which is almost directly across
from the existing outlet. From the fold-out sheets provided in the calculations, it appears that
the new part of the pond will not actually be receiving any of the new runoff, potentially
creating a .dead zone. Short-circuiting of the runoff is a real concern. Please find a way to
bring runoff into the new part of the pond (as far as possible from the outlet) to eliminate the
dead zone, and/or combine the three new inlets into,one to eliminate the short-circuiting. New
inlets into the new part of the pond will require a forebay to be included.
6. Please add the appropriate elevations and orifice size to the existing pond outfall structure
detail.
7. Please add a pond section detail to the plans, including the.pertinent elevations, vegetated
shelf, forebay, etc.
Please note that this.request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to May 12, 1999, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
The Division is allowed 90 days from the receipt of a completed application to issue the permit. The
construction of any impervious surfaces associated with this project prior to receipt of the stormwater permit
is considered a violation of State law, and is subject to enforcement action. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSS/arl: r S:\WQS\STORMWAT\ADDINFO\920215.MAR
cc: Linda Lewis
Vann Marshburn, P.E. (N62470-98-B-4049)

DI S Engineering
FLftArchitecture
Environmental&Laboratory Services
PO.Drawer 428 Greenwood,SC 29648 • 816 East Durst Avenue Greenwood,SC 29649 • [phone](office) [phone](fax)
DATE: January 12, 1999 RLP-007-99
TO: Linda Lewis NCDENR qzVV/ zls
127 Cardinal Dr. Ext.
Wilmington,NC 28405
PROJECT NAME: Correct Erosion Control and Drainage for Codgel's Creek, MCB, Camp Lejeune
PROJECT NO. 010865.02
WE ARE SENDING YOU:
® Attached ❑ Under separate cover via:
THE FOLLOWING:
COPIES,COPIESJ DATE , ,:DWG. NO",-. 'DESCRIPTION ';
2 Plans and Specifications
2 11/98 Engineering Calculations
1 Application Fee Check No. 36190 $385A0
1 Project Explanation
I Form SWU-101 "Stormwater Management Permit Application
Form"
1 Form SWU-102 "Wet Detention Basin Supplement"
1 "Financial Responsibility/Ownership Form"
AS FOLLOWS:
❑ as requested ® for approval ❑ not approved
❑ for your use ❑ approved ❑ loaned to you(please return)
❑ for distribution ❑ approved as noted thereon ❑ returned from loan to us
❑ for review&comment ❑revise&resubmit ❑ for your information
❑ other(see comments below)
COMMENTS:
Enclosed documents submitted by Davis & Floyd, Inc. as designated agent for Marine Corps Base, Camp Lejeune,North
Carolina.
BY: Rudy Powel I/'�V COPIES: Fountain Taylor-IvICB
Mike Horton/Jennifer Rowell—D&F
E C E I V E
n JAN 1 41999 D
D E M
HriGJ#

DI7 Engineering
{,+ Architecture
FL1 D Environmental&Laboratory Services
P.O.Box 61599 Charleston,SC 29419•3229 West Montague Avenue Charleston,SC 29418•[phone](office) [phone](fax)
January 7, 1999
Linda Lewis
Environmental Engineer E C E I V E D
NCDENR uu l D
127 Cardinal Dr. Ext. JAN 1 41999
Wilmington, N.C. 28405
D E M
F'Hoj # —Sl7bject— Correct Erosion Control and
Drainage for Cogdel's Creek
Marine Corps Base, Camp
Lejeune, N.C.
Onslow County
Dear Ms. Lewis:
In response to your letter to Michael Horton dated August 13, 1998, we are submitting the
required information as a modification and request a permit on behalf of Camp Lejeune Marine
Corps Base for the FC-200 area improvements. The information and calculations enclosed take
into account corrections to the P-804 Field Maintenance Complex calculations, as mentioned in
your letter, that were permitted previously under permit number 920215 and issued in 4/92.
It is our understanding that Camp Lejeune needs to begin construction for these improvements as
soon as possible, therefore, your prompt attention to this permit is greatly appreciated.
If you should have any questions or require additional information, please do not hesitate to call
this office at [phone].
Sincerely,
nnifer E. well, E.I.T.
Davis & Floyd, Inc.
Xc: Michael Horton, Davis & Floyd, Inc.
Rudy Powell, Davis & Floyd, Inc.
Fountain Taylor, Camp Lejeune Public Works Office

FC-200 Erosion and Sediment Control Improvements
Improvements to the FC-200 grounds and site drainage will provide erosion and sediment
control by stabilizing traffic areas and concentrated flow regions, collecting on-site and off-site
runoff within the basin, and routing it through an expanded pond that currently serves an
adjacent developed and stabilized area. Improvements will be made by expanding the existing
pond's geometry to accommodate additional rates and volumes, constructing an outfall
channel, and installing pipe systems for collection and conveyance of concentrated storm
water flows. Additional improvements consist of grading the site to control sheet and shallow
concentrated flows and in preparation for placing a well-graded aggregate fill that will serve
as a stabilized wearing surface for facility activities.
Existing conditions within the FC-200 site allow storm water runoff from offsite areas and flows
conveyed by on-site piped systems to be discharged onto and flow over unstabiIized surfaces.
These overland concentrated flows in conjunction with soil and cover conditions promote
high levels of erosion and allow sediment laden runoff to travel off-site to natural watercourses
before significant deposition can take place. As indicated in the attached Hydrologic Summary
Table, a 10 year storm results in 81 cfs with these characteristics.
Paving with a well-graded aggregate will essentially stabilize all of the surfaces responsible for
introducing sediment. Improved conditions will collect runoff and by adding approximately
1 acre surface area to the existing 1.5 acre pond, will provide ample storage of increased
runoff volumes and rates and a controlled deposition of any suspended particles. As indicated
in the attached table, improved conditions combine existing inflows to the pond with
proposed runoff from the FC-200 site to result in a combined peak inflow of 153 cfs for a 10
year storm. Increased storage volumes detain the increased peak flows to a pond discharge of
113 cfs and result in a post developed rate to Cogdels Creek lower than the 118 cfs associated
with existing conditions.
After expansion, the existing pond will provide outflow to surface area ratios exceeding 458
ft'/cfs for all time steps during storm events of a 100 year magnitude and less, therefore
supplying ample settling performance in accordance with the State of North Carolina Erosion
and Sediment Control Planning and Design Manual. Discharge from. the pond's outfall will
be conveyed through a vegetated filter strip to the waters of Cogdels Creek. The filter strip
consists of a 420 linear foot trapezoidal swale with a minimum bottom width of 30 ft.
Velocities will be kept below 2 ft/sec for discharges up to a '100 year storm event. 85% TSS
removal requires the 5 ft. deep pond to provide a SA/DA ratio of 0.047 to account for the 88%
impervious area generated with the paving operations and combination of the drainage basins.
The improved pond geometry will add enough surface area to push the SA/DA ratio provided
to 0.059. The existing pond control structure in conjunction with the pond's expansion will
provide ample retention volume within the 1 ft. stage between the permanent pool elevation
and high level discharge elevation. The existing orifice will provide a drawdown time of 3
days.
1

r
Site grading, aggregate paving, storm water collection and piping, and improvements to the
existing pond and its outfall will alleviate erosion problems within the FC-200 site and the
associated sediment deposition problems downstream. The proposed improvements are
designed for conveyance of 25 year storm intensities and are capable of handling 100 year
flows without structural damage to the pond system or other facilities within the basin. The
proposed system will substantially reduce the work currently needed to maintain the site
grounds and storm water collection structures are designed to facilitate sediment removal and
maintenance operations.
2

Engineering Calculati�OnsRMWATER
nECEIVE
FC-200 Site Improvements JAN 1 41999
d E M
Department of the Navy, Marine Corps Base
Camp Lejeune, North Carolina
°Illllllv/l
Prepared by:
rDavis & Floyd, Inc. L f.
18712
1 .p 'Pp'��GINti��'•�L:".
d'fr"ID 71IIP 1°°°°
November 1998

Site Information:
Site Improvements/ High Density Development of the FC-200 Facility: 81h
Engineering SPT BN 2D FSSG Engineering Equipment Platoon
Total Site Area: 41 acres (study site)
Wet Detention Basin: Existing Pond (SW8 920215) (see "As-Built" drawings &
Figure-1: Existing Drainage)
Drainage Area to be served by Pond: 41.00 acres (see Figure-2: Improved Drainage)
Impervious Areas (see Figure-2: Improved Drainage):
Buildings: 8.06 acres (20%)
Parking: 24.26 acres (59%)
Streets: 0.93 acres (02%)
Pond: 2.80 acres (07%)
Total 36.05 acres (88%)
Storm Water Runoff:
Volume: 119,720 ft' ft' (see Calculations Sub-Set — Runoff Volume)
Depth: 1.0 ft (see Calculations Sub-Set — Runoff Volume)
Peak Rates: (see Calculations Sub-Set — Project Hydrology and attached
Hydrologic Summary Table with HEC-1 output)
Water Quality Parameters:
Vegetated Filter: Used (requiring 85% TSS Removal)
Pond Depth: 5 ft
Pond Surface Area @ Permanent Pool: 2.40 acres
Pond Permanent Pool Elevation: 94'Q 514.15
Pond Temporary Pool Elevation:,93-0
Percent Impervious Area: 88%
Required SA/DA: 0.047
SA/DA Provided: 0.059 (@ permanent pool elevation)
Outlet Size & Drawdown Time (see Calculations Sub-Set — Drawdown): 5" / 3 days

DAVIS & FLOYD, INC. JOB 10865, p2
3229 West Montague Avenue SHEET NO. I of
P.O. Box 61599
CHARLESTON, SOUTH CAROLINA 29419-1599 CALCULATED BY—MVN DATE ///l
[phone] CHECKED By DATE
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Hydrologic Summary Table
Camp Lejeune FC-200 Erosion Control
Peak Flows, Stages, and Ratios
1 2 3 4 5 6 7 8
Event 24 Hr. P P-804 Runoff FC-200 Runoff Pond Inflow Pond Outflow Stage Discharge to Cogdels
(yr) (in.) (cis) (cis) (cis) (cis) (elev.) (cis)
2 4.5 46 44 46 36 95.49 61
10 7.0 75 81 75 66 95.74 118
25 8.1 87 97 87 77 95.83 143
100 10.0 1 108 125 108 97 96.00 185
:.
xsl6%r�edtCondrttons
9 10 11 12 13 14
Event 24 Hr. P P-804 Runoff FC-200 Runoff Pond Inflow Pond Outflow Stage Discharge to Cogdels Area/Outflow
(yr) (in.) (cis) (cis) (cis) (cis) (elev.) (cis) (it 2/cfs)
2 4.5 46 55 91 56 95.66 56 1945
10 7.0 75 94 153 113 96.10 113 964
25 8.1 87 111 179 137 96.24 137 795
100 10.0 1 108 141 225 175 96.47 175 622
Column Description
1 Storm return frequency
2 24 hour precipitation
3 Runoff from area(P804)served by existing pond
4 Runoff from basin encompassing project site(FC-200)with existing conditions
5 Pond inflow(from P-804 area only)with existing conditions
6 Pond outflow(from P-804 area only)with existing conditions
7 Pond peak stage with existing conditions
8 Combined discharges to Cogdels Creek with existing conditions
9 Runoff from basin encompassing project site after improvements(paving&drainage)are made
10 Pond infow after adding runoff from the improved FC-200 site(Column 8)to P-804 site runoff(Column 3)
11 Pond outflow after routing new inflow(Column 9)through extended pond
12 Peak stage of extended pond
13 Combined discharges to Cogdels Creek with improved conditions
14 New pond area to peak outflow ratio for measurment of sediment removal efficiency

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30 FOOT VEGETATED.FILTER REQUIRED
DEPTH 3' 3.5' 4.0' 4.5' 00 . 6.0' 6.5' 7.0 7.5' '
IMP %
-10% 9 8 .7 6 5 0. 0 0 0 0
20% 1.7 13 1.2` 1;1` 1 0 . ..9. 8 .7 6 .5
30% 2.5 2.2 d..9 1:8 16 1.5 : L3 1.2 1.0 .9
i
40% 14 3:0 2.6 2A 2.1. 1.9 1.6 1.4 1.1 1.0
50% 4.2 3.7 3.3' `3.0 2.7 2.4 2A 1.8 1.5 1.3
:60% 5.0 4.5 3.8. 3.5 3.2. 2.9 2.6 2.3 2.0 1.6
70% 6.0 5.2 4.5. : .4.1 3.:7 *3.3 2.9 2.5 2.1 1.8
80% 6.8 6.0 5.2 4.7 4'.2 3.7 3.2 2.7 2.2 2.0
90(1y,
7.5 6.5 5.8 5.3 4.8 4.3 3.8 3.3 2.8 1.3
100% 8.2 7:4 6.8 6:2 5:6 5.0 4.4 3.8 3.2 2.6 j
Q 8r0/4 10
*Rovisod 10/3V97 n A. - +7%
�/
90% TSS REMOVAL LEA
NO VEGETATED FILTER REQUIRED
i
DEPTH 3` 3.5' 4.0' 4.5' 50' 5.5' 6,0' 6.5' 7.0' N.8
.IMP. %
10% 1.3 1.0 :8 7. .6 .5 .4 .3 .2
20% 2.4 2.0 1.8 1.7 1.5 . 1.4 1.2 1.0 .9
30% 3.5 3.0 2.7 2.5 2.2 1.9 1.6 1.3 1.1
40% 4:5 4.0 3.5 3.1 2.8 2.5 2.1 1.8 1.4 1.1
50% 5:6 5.0 4.3 3.9 3.5 3.1 2.7 2.3 1.9 1.5
60% 7.0 6.0 5.3 .4.8 4.3 3.9 3.4 2.9 2.4 1.9
70% 8.1 7.0 6.0 5.5 5.0 4.5 3.9 3.4 2.9 2.3
80% 9.4 8.0 7.0 6.4 5.7 5.2 4.6 4.0 3.4 2.8
90% 10.7 9.0 7.9 7.2 6.5 E66
52 4.6 3.9 3.3
12.0 10.0 8.8 81 73 5.8 5.1 4.3 3.6
Noic: The rcquircd surface arca calculatcd from tho tablec is to be provided at thr p? .rmanent pool elevation.

DAVIS & FLOYD, INC. JOB 10ov66-1 UZ
3229 West Montague Avenue SHEET NO. OF
P.O. Box 61599
CHARLESTON, SOUTH CAROLINA 29419-1599 CALCHLATEDBV DATE
[phone] CHECKED By DATE
FAX [phone]
SCALE
►J2,.f�WQ�WnI GA(.Cu( A rr.uN i.. .
RETEnh7anl.... VowmE = L.I q i730 CF ..(.S. VOIl�m� CE1l Gd� .
SI 024FICE Fat .3 0A1 A?AU►006Af T7rnE
B
its �30 CF _ 014 Z cFs
q -
3 OA z4¢ ►►5 6a N 6 o sue-
_
y( 19A l fkcs Yvil�l
USI N.Cr Cd.= 0.6 .. . AVG }F=. O S Fr
13 .6.. FT"
...
Q= . A = O,1v 0 �6 FT = 5 EX15T]NG 5' o21FIcE
'W Ok

APPENDIX A
FlowMaster Results for Vegetative Filter Strip

Worksheet
Worksheet for Trapezoidal Channel
Project Description
Project File untitled.fm2
Worksheet Vegetative Fitter Swale
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Input Data
Mannings Coefficient 0.060
Channel Slope 0.002400 ft/ft
Left Side Slope 4.000000 H :V
Right Side Slope 4.000000 H :V
Bottom Width 30.00 ft
Discharge 137.00 cfs
Results
Depth 2.08 ft
Flow Area 79.62 ft2
Wetted Perimeter 47.14 ft
Top Width 46.62 ft
Critical Depth 0.83 ft
Critical Slope 0.057987 ft/ft
Velocity 1.72 ftts
Velocity Head 0.05 ft
Specific Energy 2.12 ft
Froude Number 0.23
Flow is subcritical.
11/10/98 FlowMaster v5.15
10:18:22 PM Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 [phone] Page 1 of 1

Table
Rating Table for Trapezoidal Channel
Project Description
Project File untitled.fm2
Worksheet Vegetative Filter Swale
Flow Element Trapezoidal Channel
Method Manning's Formula
Solve For Channel Depth
Constant Data
Mannings Coefficient 0.060
Channel Slope 0.002400 ft/ft
Left Side Slope 4.000000 H :V
Right Side Slope 4.000000 H :V
Bottom Width 30.00 ft
Input Data
Minimum Maximum Increment
Discharge 50.00 175.00 25.00 cfs
Rating Table
Discharge Depth Velocity
(cfs) (ft) (ft/s)
50.00 1.17 1.23
75.00 1.48 1.41
100.00 1.74 1.55
125.00 1.97 1.67
150.00 2.19 1.77
175.00 2.38 1.86
11/10/98 FlowMaster v5.15
10:15:43 PM Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 [phone] Page i of 1

APPENDIX B
CulvertMaster Results for the Pond's
Existing Outfall Structure

Culvert Designer/Analyzer Report
Existing Outfall
Analysis Component
Storm Event Design Discharge 0.00 cfs
Peak Discharge Method:User-Specified
Design Discharge 0.00 cfs Check Discharge 0.00 cfs
Tailwater Conditions:Constant Tailwater
Tailwater Elevation 94.00 ft
Name Description Discharge HW Elev Velocity
Culvert-1 1-12 inch Circular 0.00 cfs 94.00 ft 0.00 fUs
Weir Roadway 0.00 cfs 94.00 It WA
Total 0.00 cfs 94.00 It N/A
Project Engineer: Network User
untitled.cvm Davis&Floyd Inc CulvenMaster 0.0
11/10/98 02:55:22 PM O Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA [phone] Page 1 of 3

Culvert Designer/Analyzer Report
Existing Outfall
Component:Culvert-1
Culvert Summary
Computed Headwater Elevation WA It Discharge 0.00 CIS
Inlet Control HW Elev WA It Tailwater Elevation 94.00 It
Outlet Control HW Elev WA It Control Type Inlet Control
Headwater Depth/Height 0.00
Grades
Upstream Invert 94.00 ft Downstream Invert 94.00 ft
Length 10.00 It Constructed Slope 0.000000 Wit
Hydraulic Profile
Profile Dry Depth,Downstream 0.00 ft
Slope Type Dry Normal Depth N/A It
Flow Regime Subcritical Critical Depth 0.00 It
Velocity Downstream 0.00 ft/s Critical Slope 0.000000 ft/ft
Section
Section Shape Circular Mannings Coefficient 0.010
Section Material PVC Span 1.00 ft
Section Size 12 inch Rise 1.00 ft
Number Sections i
Outlet Control Properties
Outlet Control HW Elev N/A It Upstream Velocity Head 0.00 ft
Ke 0.50 Entrance Loss 0.00 ft
Inlet Control Properties
Inlet Control HW Elev N/A It Flow Control N/A
Inlet Type Square edge w/headwall Area Full 0.8 ft'
K 0.00980 HDS 5 Chart 1
M 2.00000 HDS 5 Scale 1
C 0.03980 Equation Form 1
V 0.67000
Project Engineer: Network User
untilled.cvm Davis 8 Floyd Inc CulvertMaster v1.0
11/10/98 02:55:22 PM C Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA [phone] Page 2 of 3

Culvert Designer/Analyzer Report
Existing Outfall
Component:Weir
Hydraulic Component(s):Roadway
Discharge 0.00 CIS Allowable FM/Elevation 94.00 ft
Roadway Width 0.00 ft Overtopping Coefficient 0.00 US
Low Point 95.00 ft Headwater Elevation WA ft
Discharge Coefficient(Cr) 0.00 Submergence Factor(Kt) 0.00
Tailwaler Elevation 94.00 ft
Sta(ft) Elev(ft)
0.00 97.50
14.99 96.00
15.00 95.00
45.00 95.00
45.01 96.00
60.00 97.50
Project Engineer:Network User
untitled.cvm Davis&Floyd Inc CulvertMaster 0.0
11/10198 02:55:22 PM 0 Haeslad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA [phone] Page 3 of 3

Rating Table Report
Existing Outfall
Range Data:
Minimum Maximum Increment
Allowable HW Eleva 94.00 97.50 0.50 It
HW Elev(ft) Discharge(c%) (1)Discharge (W)Discharge
94.00 0.00 0.00 0.00
94.50 0.61 0.61 0.00
95.00 2.09 2.09 0.00
95.50 36.36 3.59 32.78
96.00 97.26 4.54 92.72
96.50 179.55 5.33 174.22
97.00 1 290.15 6.01 284.14
97.501 433.401 6.62 426.77
Project Engineer.Network User
untitled.cvm Davis B Floyd Inc CvlvertMaster v1.0
11/10/98 02:55:07 PM C Haestad Methods,Inc. 37 Brookside Road Waterbury,CT 06708 USA [phone] Page 1 of 1

Performance Curves Report
Existing Outfall
Range Data:
Minimum Maximum Increment
Allowable HW Eleva 94.00 97.50 0.50 ft
Performance Curves
4500 ------------------ ------------------ --- - --- --- -------------- ------------- -------------------------- -- --- ----- 0 Discharge
400.0 ------------------ -- -- - - - -- - -i-------------------------------------- -------- --------- ------------------- --- ----
350.0 ----------------- --------------- -- --------------- ------------- -- - - - -- - ------------- --------------- -- - ----------
300.0 ------------------ --- -- - - - ---- -------------------------------------- --------- -------- ------------------ --------------- -
250.0 ----------
--
------------------ ------------ --- - -------- ----------- ---- - --------------------
- ------
V)
U
.42 200.0 ------------------
----- --- - - ---- ----- - - - ----------------------- --------------- -- --------------
150.0 - - ---- - ------
------------------ ----------- ------ -----------
100.0 ------------ - ---- - ----------------------------------------------- -- - -
50.0 --------- - - - ------ - - -----: . ............
------------------- - - - ---------- --------
0.
94.0 94.5 950 95.5 96.0 96.5 97.0 97.5
Allowable HW Elevation
(ft)
Project Engineer Network User
unfifled.cvrn Davis&Floyd Inc CulvertMaster vl.O
11110/98 02 56:01 PM 01-faestad Methods,Inc. 37 Brookside Road Waterbury,CT06708 USA [phone] Page 1 of 1

APPENDIX C
HEC-1 Runs for Existing and
Improved Conditions

2 Year - Existing Conditions 2
HECS SIN: 1343001909 HMVeraion: 6.33 Data File: C:\TENP\�vbb334F.TMP
•..e..'.••.•'••••••••.•...•..v.•I...... .«...... ••e•......•.... ....eu••u••
' FLOOD HYDROGRAPH PACKAGE (HEC-1) • ' U.S. ASNT CORPS OF ENGINEERS
' MAT 1991 ' • HYDROLOGIC ENGINEERING CENTER '
• VERSION 4.0.1E • • 609 SECOND STREET '
• • • DAVIS, CALIFORNIA 95616
• RUN DATE 11/10/1998 TIME 19:12:49 • • [phone] '
...v.....e.«'..'...«.........e»e.e. .e..........••. ......................
.
X A XXXXAXX XXXKX A
A A A X X XX
A A A x x
AAAAAAX AAAA x AAAAA A
A A A A A
A A A A A A
A A XXAAXXX XXXAX AAA
...........................................
...........................................
...........................................
...........................................
... Full Hicrocoo,uter Implementation ...
by
... Haestatl MCNoN, Inc. ...
33 Brookside Road • Waterbury, Connecticut 06708 . [phone]
THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF NEC-1 KNOWN AS HECI (JAN 73), HECIGS, HECIDB, AND HECIKW.
THE DEFINITIONS OF VARIABLES -RTINP- AND -RTIOR- NAVE CHANGED FROM THOSE USED WITH THE 1933-STYLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK-ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRANT VERSION
NEW OPTIONS: DNiBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY,
DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:OREEN AND AMPT INFILTRATION
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM

2 Year-Existing Conditions 3
HEC-1 INPUT PAGE 1
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1 ID 2 Year Existing Conditions
2 IT 3 480
3 IO 0 0
4 KK 804
5 KN Site Drainage
6 KO 22
Be 0.0322
B PB 4.5
9 IN 6
1D PC 0.0000 0.00100 0.00200 0.00300 0.00400 0.00500 0.0060D 0.00700 0.00800 0.00900
11 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01000 0.01900
12 PC 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02040 0.02961
13 PC 0.0308 0.03191 0.03308 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
14 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05241 0.05188 0.05531
15 PC 0.0562 0.05821 0.05968 0.06117 0.0626I 0.06419 0.06572 0.06727 0.06883 0.07041
16 PC 0.0320 0.07363 0.07530 0.07703 0.07880 0.08063 0.08250 0.06443 0.00640 0.08843
17 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10090 0.11143
le PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206
19 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416
20 PC 0.1890 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22910 0.23598 0.24282
21 K 0.2500 0.25336 0.26644 0.27604 0.20656 0.29800 0.31430 0.33940 0.37330 0.41600
22 PC 0.5000 0.58400 0.62670 0.66060 0.68570 0.70200 0.71344 0J2396 0.73356 0.74224
23 PC 0.3500 0.3531E 0.76412 0.77082 0J3328 0.79350 0.78949 0.79522 0.80022 O.BO598
24 PC 0.8110 0.81594 0.82057 0.82518 0.82968 0.83406 0.83831 0.84240 0.84652 0.85044
25 PC 0.8543 0.85794 0.86152 0.86498 0.86833 0.87156 0.87468 0.87760 0.88057 0.88334
26 PC 0.8860 0.9885E 0.89110 0.89350 0.09600 0.89838 0.90070 0.90290 0.9D520 0.90730
27 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91930 0.92120 0.92298 0.92470 0.92630
28 PO 0.9280 0.92959 0.93113 0.93273 0.93428 0.93581 0.93733 0.93883 0.94032 0.94179
29 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95169 0.95303 0.95437 0.95569
30 PC 0.9530 0.95829 0.95958 D.96085 0.96211 0.96336 0.9646E 0.96582 0.96704 0.96824
31 PC 0.9694 0.97062 0.93129 0.97295 0.97410 0.97523 0.97636 0.97147 0.97856 0.97961
32 PC 0.980E 0.90182 0.98208 0.99392 0.98496 0.98598 0.98700 0.98800 0.90699 0.90997
33 PC 0.9909 0.99I89 0.99284 0.99333 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
34 PC 1.0000 1,00000 1.00000 1.00000 1.0000E 1.00000
35 65 93
36 w 0.34
33 KK POND
39 KM Existing Detention Pond
39 KO 22
40 BS 1 ELEV 94
41 $A 1.12 1.30 1.48 1.5E 1.6E 1.82 1.95
42 SE 94 :94.5 95 95.5 96 96.5 97
43 SO 0 0.6 2.1 36.4 93.2 129.3 290
44 SE 94 94.5 95 95.5 96 96.5 93
45 KK 200
46 KN FC-200 Basin
42 KO 22
48 BA 0.0319
49 PB 4.5
50 IN 6
51 PC 0.0000 0.0010E 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00B00 0.00900
52 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01800 0.01900

2 Year - Existing Conditions 4
NEC-1 INPUT PAGE 2
LINEID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
53 PC 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02048 0.02961
54 PC 0.0308 0.03191 0.03309 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
55 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05380 0.05531
56 PC 0.0567 0.05821 0.05968 0.06117 0.06267 0.06419 0.06512 0.06727 0.06883 0.07041
53 PC 0.0720 0.07363 0.07530 0.01103 0.07880 0.08063 0.08250 0.00443 0.06640 0.08843
58 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
59 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.11502 0.13848 0.14206
60 PC 0.1450 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17492 0.17943 0.10416
61 PC 0.1890 0.19402 0.19928 0.20470 0.21052 0.21650 0.22272 0.22918 0.23598 0.24282
62 PC 0.2500 0.25776 0.26644 0.27604 0.29656 0.29800 O.31430 0.33940 0.37330 0.41600
63 PC 0.5000 0.58400 0.62670 0.66060 0.60510 0.70200 0.11344 0.72396 0.73356 0.74224
64 PC 0.7500 0.75718 0.76412 0.17082 0.17728 0.78350 0.70940 0.79522 0.80072 0.80598
65 PC 0.8110 0.81584 0.82057 0.82519 0.82968 0.83406 0.83833 0.04240 0.84652 0.85044
66 PC 0.8543 0.85794 0.86152 0.86498 0.06033 0.07156 0.87468 0.81168 0.08051 0.80334
61 PC 0.0860 0.08858 0.89110 0.89358 0.89600 0.09838 0.90070 0.90298 0.90520 0.90738
68 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
69 PC 0.9280 0.92959 0.93117 0.93273 0.93428 0.93581 0.93733 0.93883 0.94032 0.94179
30 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
11 PC 0.9570 0.95929 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824
12 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.91347 0.97958 0.97967
13 PC 0.9808 0.901B2 0.98298 0.98392 0.98496 0.98598 0.90100 0.98800 0.98899 0.98997
14 tC 0.9909 0.99109 0.99284 0.99377 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
15 PC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
16 S 82
77 IN 0.17
18 KK Out
19 kM Outlall to Creek
80 KO 22
81 HC 2
82 22
Y

2 Year-Existing Conditions 5
HBO S/N: 1343001909 HMVersion: 6.33 Data File: C:\TEMP\-Vbh334F.TMP
++.+..e..................a..........««« ........«............
+.+..+.u+.u...•
• FLOOD HYDROGRAPH PACKAGE (NEC-1) • V.S. ARMY CORPS OF ENGINEERS
' MAY 1991 • HYDROIAGIC ENGINEERING CENTER
• VERSION 1.0.1E • • 609 SECOND STREET
• • ' DAVIS, CALIFORNIA 95616
• RUN DATE 11/10/1998 TIME 19:12:49 • • [phone]
.«+.«....«.....................u.«u.• .e.........+...•......................e
2 Year Existinq COH&tions
3 ID OUTPUT CONTROL VARIABLES
IPRNT 0 PRIM CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLAT SCALE
17 HYDROGRAPH TIME DATA
NM1N 3 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 480 NUMBER OF HYDROGRAPH ORDINATES
RENATE 1 0 ENDING DATE
NMTME 2353 ENDING TIME
ICCNI' 19 CENTURY MARK
COMPUTATION INTERVAL 0.05 HOURS
TOTAL TIME BASE 23.95 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH, ELEVATION FEET
FI CUBIC FEET PER SECOND
STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
TEMPERATURE DECREES FAHRENHEIT
+.. +.. ... ... ... ... ..+ .+. ... .e eu ue .0 u+ ... ... ... ... ... ... +.. ... ... .+. +.. ... ... ... ... ... ... ... ...
4 KK 804
site Drainage
6 KO OUTPUT CONTROL VARIABLES
I PINT 0 PRIM CONTROL
IPIAT 0 PLOT CONTROL
QSCAL O. HYDROGRAPH PLAT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
TOUT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAVI 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
9 1N TIME DATA FOR INPUT TIME SERIES
JKMIN 6 TIME INTERVAL IN MINUTES
JKOATE 1 0 STARTING DATE
JATIME 0 STARTING TIME
SUBBASIN RUNOFF DATA
3 BA SUBBASIN CHARACTERISTICS
TAREA 0.03 SUBBASIN AREA
PRECIPITATION DATA
9 Pb STORM 4.50 BASIN TOTAL PRECIPITATION
10 PI INCREMENTAL PRECIPITATION PATTERN
0.00 0.O0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 D.DB 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 o.OD 0.00 u.Bu 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 o.Do 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 O.OD 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 D.DD 0.00 0.00 0.00 0.00
O.00 0.00 0.00 0.00 0.00 D.00 0.D0 0.00 0.00 0.00
0.00 0.00 0.00 D.Bu 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 D.DD 0.00 0.00 0.00 0.00
O.00 0.00 0.00 0.00 0.00 9.00 0.00 0.00 0.00 O.Do
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.00

2 Year-Existing Conditions 6
0.00 C.a0 o.a0 0.00 0.80 0.00 a.0o C.0o 0.00 o.ao
0.00 0.00 D.oO D.Co o.0a a.a0 0.00 C.Do 0.aa e.ao
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 1.00 0.00 1.01 0.01 0.01 1.01 0.Co 0.a0 0.00
o.no 0.00 0.0o 0.0o 0.00 0.00 0.00 0.00 0.00 ono
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 1.10 1.00 1.10 0.00 1.01 1.11 1.01 1.10 1.01
D.00 0.00 D.o0 0.00 C.o0 0.00 C.o0 0.00 0,10 0.00
0.00 0.00 0.00 0.00 0.Co 0.00 0.00 0.00 0.00 0.11
0.00 0.00 0.0o a 00 0.Do 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01
0.01 O.U1 0.01 D.D1 0.02 1.o2 1.021 O.o2 0.04 0.04
0.04 0.11 1.02 0.02 0.02 0.02 1-01 1.01 0.01 1.01
0.01 C.ol O.U1 0.01 0.00 0.00 0.00 o.a0 0.00 0.00
0.00 0.Co 0.11 0.10 1.11 0.10 1.00 1.10 0.01 0.00
0.00 0.00 D.00 0.00 0.00 0.00 e.0o 0.00 0.00 0.00
a.00 0"0 0.00 D.00 0.00 0.00 0.00 0.00 0.00 0.ao
0.00 0 00 0.00 0.00 0.00 0.00 0.0o 0.00 0.00 0.01
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.Co 0.00 0.00 0.00 0.00 a.00 0.00 0.00 0.00 0.00
O.Do 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.Go 0.00 0.00 0.00 a 00 0.00 0.00 0.00 0.00 a.II
0.00 0.00 0.00 0.00 0.00 0-CD 0.00 0.00 a.00 a.00
0.00 0.00 0.00 0.00 0.00 0.Oo C.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 a 00 0.00 0.00 0.00 C.o0 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.CO 0.00
0.00 0.00 0.00 0-00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.10 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.00 0.00 0.00
0.00 O.00 O.Co 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 D.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 C.CD 0.00 0.00 0.00 0.00 0.00 0.00
0.00 D.CD 0.00 0.00 0.00 0.00 O.Da 0.00 0.00
35 LS SCS LOSS RATE
STRTL 015 INITIAL ABSTRACTION
CRVNBR 93.00 CURVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
36 UO SCS DIMENSIONLESS UNITGRAPR
TUG 0.34 LAG
UNIT RYOROGRAPR
36 END-OF-PERIOD ORDINATES
2. T. 14. 24. 34. 40. 42. 42. 39. 34.
29. 22. 13. 14. 11. 9. 3. 6. S. 4.
3. 2. 2. 1. 1. 1. 1. 1. 0. 0.
0. 0. 0. 0. 0. 0.
........................................................... .......................................................................
MYDROGRAPR AT STATION 804
............................u....u......................................................r.......................
................
DA MON DAMN ORD RAIN LOSS EXCESS COMP Q DA MON IIRMN ORD RAIN LOSS EXCESS COMP Q
1 0000 1 0.00 0.00 0.00 0. 1 I200 241 0.19 0.01 0.13 19.
1 0003 2 0.00 0.00 0.00 0. 1 1203 242 0.19 0.01 D.18 23.
1 0006 3 0.00 0.00 0.00 0. 1 1206 243 0.19 0.01 0.18 23.
I 0009 4 0.00 0.00 0.00 0. 1 1209 244 0.10 0.01 D.09 32.
1 0012 5 0.00 0.00 0.00 0. 1 1212 245 0.10 0.00 0.09 33.
I 0015 6 0.00 O.DO 0.00 0. • 1 1215 246 0.08 0.00 0.07 41.
1 0018 1 0.00 0.00 0.00 0. 1 1218 247 0.08 0.00 0.03 45.
1 0021 6 0.00 0.00 0.00 0. 1 1221 248 0.06 0.00 O.D5 46.
1 0024 9 0.00 0.00 0.00 0. 1 1224 249 0.06 0.00 0.05 46.
1 0027 10 0.00 0.00 0.00 D. ' 1 1227 25D 0.04 0.00 0.04 45.
1 0030 11 0.00 0.00 0.00 0. 1 12.30 251 0.04 0.00 0.04 42.
1 0033 12 D-00 a.00 0.00 0. • 1 1213 252 0.03 0.00 0.02 39.
1 0036 13 0.00 0.00 0.00 0. 1 1236 253 0.03 0.00 0.02 36.
1 0039 14 0.00 0.00 0.00 0. 1 1239 254 0.02 0.00 0.02 33.
1 0042 15 0.00 0.00 0.00 0. ` 1 1242 255 0.02 0.00 0.02 29.
1 0045 16 0.00 0.00 0.00 0. ' 1 1245 256 0.02 0.00 0.02 26.
1 0049 17 0.00 0.00 0.00 0. • 1 1248 257 0.02 0.00 0.02 23.
1 0051 18 0.00 0.00 0.00 0. 1 1251 256 0.02 0.00 0.02 21.
1 0054 19 0.00 0.00 0.00 0. 1 1254 259 0.02 0.00 0.02 19.
1 0053 20 0.00 0.00 0.00 0. 1 1253 260 0.02 0.00 0.02 13.
1 0100 21 0.00 0.00 0.00 0. 1 1300 261 0.02 0.00 0.02 15.
1 0103 22 0.00 0.00 0.00 0. 1 1303 262 0.02 0.00 0.02 14.
1 0106 23 0.00 0.00 0.00 0. 1 1306 263 0.02 0.00 0.02 13.
1 0109 24 0.00 D.CD 0.00 0. • 1 1309 264 0.02 0.00 0.02 12.
1 0112 25 0.00 0.00 0.00 0. 1 1312 265 0.02 O.Do 0.02 11.
1 0115 26 0.00 0.00 0.00 U. 1 1315 266 0.02 O.Do 0.01 10.
1 0118 29 0.00 0.00 0.00 B. ' 1 1316 20 0.02 0.00 0.01 9.
1 0121 28 0.00 0.00 0.00 0. 1 1321 268 0.01 0.0a 0.01 9.
1 0124 29 0.00 0.00 0.00 U. 1 1324 269 0.01 0.00 0.01 0.
1 0127 30 0.00 0.00 0.00 0. 1 1323 270 0.01 0.00 0.01 0.
1 0130 31 0.00 0.00 0.00 0. 1 1330 231 0.01 0.00 0.01 3.
1 0133 32 0.00 0.00 D.00 U. 1 1333 212 0.01 0.00 0.01 I.
1 0136 33 0.00 0.00 0.00 D. 1 nab 273 0.01 0.00 0.01 3.

2 Year-Existing Conditions 7
1 0131 34 0.11 0.01 0.00 0. • 1 1139 234 0.01 1.11 0.01 3.
1 0142 35 0.00 0.00 OAD 0. • 1 1342 215 0.01 0.00 0.01 6.
1 0145 36 0.00 0.00 0.01 0. • 1 1345 2)6 a.ol 0.00 0.01 6.
1 0148 31 0.00 0.00 0.00 0. • 1 1348 2n 0.01 0.00 0.01 6.
1 0151 38 0.00 0.00 0.00 0. • 1 1351 238 0.01 0,on 0.01 6.
I 0154 39 0.00 0.00 0.00 0. 1 1154 279 0.01 0.00 0.01 6.
1 0157 40 0.00 0.00 0.00 0. • 1 1357 200 0.01 0.00 0.01 6.
1 0200 41 0.00 0.00 0.00 0. • 1 1400 201 0.01 0.00 0.01 5.
1 0203 42 0.00 0.00 0.00 0. • 1 1403 282 0.01 0.00 0.01 5.
1 0206 43 0.00 0.00 0.00 0. • 1 1406 283 0.08 0.00 0.01 5.
1 0209 44 0.00 0.00 0.00 0. • 1 1409 204 0.01 0.00 0.01 5.
1 0212 45 0.00 0.00 0.00 0. • 1 1412 285 0.01 0.00 0.01 5.
1 0215 46 0.00 0.00 0.00 0. • 1 1415 206 0.01 0.00 0.01 5.
1 0210 47 0.00 0.00 0.00 0. • 1 1418 287 0.01 0.00 0.01 5.
1 0221 48 0.00 0.00 0.00 0. 1 1421 288 0.01 0.00 0.01 5.
1 0224 49 0.00 0.00 0.00 0. • 1 1424 289 0.01 0.00 0.01 5.
1 0227 50 0.00 0.00 0.00 0. • 1 1423 290 0.01 0.00 0.01 5.
1 0230 51 0.00 0.00 0.00 0. • 1 1430 291 0.01 0.00 0.01 4.
1 0233 52 0.00 0.00 0.00 0. • 1 1433 292 0.01 0.00 0.01 4.
1 0236 53 0.00 0.00 0.00 0. 1 1416 293 0.01 0.00 0.01 4.
1 0239 54 0.00 0.00 0.00 0. 1 1439 294 0.01 0.00 0.01 4.
1 0242 55 0.00 0.00 0.00 0. • 1 1442 295 0.01 0.00 0.01 4.
1 0245 56 0.00 0.00 0.00 0. • 1 1445 296 0.01 0.00 0.01 4.
1 0248 5) O.Go 0.00 0.00 0. 1 1448 293 0.01 0.00 0.01 4.
1 0251 58 0.00 0.00 0.00 0. 1 1451 298 0.01 0.00 0.01 4.
1 0254 59 0.00 0.00 0.00 0. • 1 1454 299 0.01 0.00 0.01 4.
1 0257 60 0.00 0.00 0.00 0. • 1 1457 300 0.01 0.00 0.01 4.
1 0300 61 0.00 0.00 0.00 0. * 1 1500 301 0.01 0.00 0.01 4.
1 0303 62 0.00 0.00 0.00 0. • 1 1503 302 0.01 0.00 0.01 4.
1 0306 63 0.00 0.00 0.00 0. 1 1506 303 0.01 0.00 0.01 4.
1 0309 64 0.00 0.00 0.00 0. 1 1509 304 0.01 0.00 0.01 4.
1 0312 65 0.00 0.00 0.00 0. ' 1 1512 305 0.01 0.00 0.01 4.
1 0315 66 0.00 0.00 0.00 0. • 1 1515 306 0.01 0.00 0.01 4.
1 0318 6) 0.00 0.00 0.00 0. ' 1 1518 307 0.01 0.00 0.01 4.
1 0321 68 0.00 0.00 0.00 0. 1 1521 308 0.01 0.00 0.01 4.
1 0324 69 0.00 0.00 0.00 0. 1 1524 309 0.01 0.00 0.01 3.
1 0327 70 0.00 0.00 0.00 0. 1 1527 310 0.01 0.00 0.01 3.
1 0330 71 0.00 0.00 0.00 0. 1 1530 311 0.01 0.00 0.01 3.
1 0333 72 0.00 0.00 0.00 0. 1 1533 312 0.01 0.00 0.01 3.
1 0336 73 0.00 0.00 0.00 0. 1 1536 313 0.01 0.00 0.01 3.
1 0339 74 0.00 0.00 0.00 0. 1 1539 314 0.01 0.00 0.01 3.
1 0342 75 0.00 0.00 0.00 0. • 1 1542 315 0.01 0.00 0.01 3.
1 0345 76 0.00 0.00 0.00 0. 1 1545 316 0.01 0.00 0.01 3.
1 0340 )) 0.00 0.00 0.00 0. • 1 1548 317 O.al 0.00 0.01 3.
1 0351 78 0.00 0.00 0.00 0. ` 1 1551 318 0.01 0.00 0.01 3.
1 0354 79 0.00 0.00 0.00 0. 1 1554 319 0.01 0.00 0.01 3.
1 0357 80 0.00 0.00 0.00 0. 1 1557 320 0.01 0.00 0.01 3.
1 0400 81 0.00 0.00 0.00 0. ' 1 1600 321 0.01 0.00 0.01 3.
1 0403 92 0.00 0.00 0.00 0. • 1 1603 322 0.01 0.00 0.01 3.
1 0406 03 0.00 0.00 0.00 0. 1 1606 323 0.01 0.00 0.01 3.
1 0409 84 0.00 0.00 0.00 0. 1 1609 324 0.01 0.00 0.01 3.
1 0412 85 0.00 0.00 0.00 0. 1 1612 325 0.01 0.00 0.01 3.
1 0415 86 0.00 0.00 0.00 0. 1 1615 326 0.01 0.00 0.01 3.
1 0418 87 0.00 0.00 0.00 0. 1 1610 327 0.01 0.00 0.01 3.
1 0421 88 0.00 0.00 0.00 0. • 1 1621 328 0.01 0.00 0.01 2.
1 0424 89 0.00 0.00 0.00 0. 1 1624 329 0.01 0.00 0.01 2.
1 0427 90 0.00 0.00 0.00 0. 1 1627 330 0.01 0.00 0.01 2.
1 0430 91 0.00 0.00 0.00 0. 1 1630 331 0.01 0.00 0.01 2.
1 0433 92 0.00 0.00 0.00 0. 1 1633 332 0.01 0.00 0.01 2.
1 0436 93 0.00 0.00 0.00 0. 1 1636 333 0.01 0.00 0.01 2.
1 0439 94 0.00 0.00 0.00 0. 1 1639 334 0.01 0.00 0.00 2.
1 0442 95 0.00 0.00 0.00 0. 1 1642 335 a.01 0.00 0.00 2.
1 0445 96 0.00 0.00 0.00 0. 1 1645 336 0.00 0.00 0.00 2.
1 044R 97 0.00 0.00 0.00 0. 1 1648 337 0.00 0.00 0.00 2.
1 0451 98 0.00 0.00 0.00 0. ` 1 1651 338 0.00 0.00 0.00 2.
1 0454 99 0.00 0.00 0.00 0. ` 1 1654 339 0.00 0.00 0.00 2.
1 0457 100 0.00 0.00 0.00 0. 1 1657 340 0.00 0.00 0.00 2.
1 0500 101 0.00 0.00 0.00 0. 1 1200 341 0.00 0.00 0.00 2.
1 0503 102 0.00 0.00 0.00 0. • 1 1703 342 0.00 0.00 0.00 2.
1 0506 103 0.00 0.00 0.00 0. 1 1106 343 0.00 0.00 0.00 2.
1 0509 104 0.00 0.00 0.00 0. 1 1709 344 0.00 0.00 0.00 2.
1 0512 105 0.00 0.00 0.00 0. 1 1712 345 0.00 0.00 0.00 2.
1 0515 106 0.00 0.00 0.00 0. 1 1715 346 0.00 0.00 0.00 2.
1 0518 107 0.00 0.00 0.00 0. 1 1718 347 0.00 0.00 0.00 2.
1 0521 108 a.00 0.00 0.00 0. ` 1 1721 348 0.00 0.00 0.00 2.
1 0524 109 0.00 0.00 0.00 0. 1 1724 349 0.00 0.00 0.00 2.
1 _ 0527 110 0.00 0.00 0.00 0. 1 1)2) 350 0.00 0.00 0.00 2.
1 0530 Ill 0.00 0.00 0.00 0. 1 1730 351 0.00 0.00 0.00 2.
1 0533 112 O.00 0.00 0.00 0. 1 1733 352 0.00 0.00 0.00 2.
1 0536 113 0.00 0.00 0.00 0. 1 1736 353 0.00 0.00 0.410 2.
1 0539 114 0.00 0.00 0.00 0. 1 1739 354 0.00 0.00 0.00 2.
1 0542 115 0.00 0.00 O.00 0. 1 1742 355 0.00 0.00 0.00 2.
1 0545 116 0.00 0.00 0.00 0. 1 1745 356 0.00 0.00 0.00 2.
1 0548 11) 0.00 0.00 0.00 0. 1 1748 357 0.00 0.00 0.00 2.
1 0551 118 0.00 0.00 0.00 0. 1 1)51 358 0.00 0.00 0.00 2.
1 0554 119 0.00 0.00 0.00 0. 1 1)54 359 0.00 0.00 0.00 2.
1 0557 120 0.00 0.00 0.00 0. 1 1157 360 O.W 0.00 0.00 2.
1 0600 121 0.00 0.00 0.00 0. 1 1800 361 0.00 0.00 0.00 2.
1 0603 122 0.00 0.00 0.00 0. 1 1803 362 0.00 0.00 0.00 2.
1 060b 123 0.00 0.00 0.00 0. 1 1806 363 0.00 0.00 0.00 2.
1 0609 124 0.00 0.00 0.00 0. 1 1909 364 0.00 0.00 0.00 2.
1 0612 125 0.00 O.Oo 0.00 G. 1 Ial2 365 0.00 0.00 0.00 2.
1 0615 126 0.00 0.00 0.00 0. 1 ItlIS 366 0.00 0.00 0.00 2.
1 0618 127 0.00 0.00 0.00 0. 181B 367 0.00 a.00 0.00 2.
1 0(121 118 0.00 0.00 0.00 0. 1 1821 368 0.00 0.00 0.00 2.

2 Year-Existing Conditions 8
1 0621 129 0.01 0.00 0.01 1. • 1 1821 369 0.00 0.00 0.00 2.
1 062, 130 0.00 0.00 0.00 1. • 1 1823 J]0 0.00 0.00 0.01 1.
1 0630 131 0.00 0.00 0.00 1. • 1 1810 3R 0.00 0.00 0.00 1.
1 0633 132 0.00 0.00 0.00 1. • 1 1833 332 0.00 0.00 0.00 1.
1 0636 133 0.00 0.00 0.00 1. • 1 1836 333 0.00 0.00 0.00 1.
1 1639 131 0.11 0.00 0.00 1. • 1 1839 3" 0.00 0.00 0.00 1.
1 0642 135 0.00 0.00 0.00 1. • 1 1:429 335 0.00 0.00 0.00 1.
1 0645 136 0.00 0.00 0.00 1. 1 1845 316 0.00 0.00 0.00 1.
1 0648 133 0.00 0.00 0.00 1. • 1 1048 333 0.00 0.00 0.00 1.
1 0651 1]8 0.00 0.00 0.00 1. • 1 1851 ]38 0.00 0.00 0.00 1.
I 0651 139 0.00 0.00 0.00 1. 1 1 1854 339 0.00 0.00 0.00 1.
1 0657 140 0.00 0.00 0.00 1. ' 1 1857 380 0.00 0.00 0.00 1.
1 0200 141 0.00 0.00 0.00 1. • 1 1900 381 0.00 0.00 OA0 1.
1 0703 142 0.00 0.00 0.00 1. • 1 1903 382 0.00 0.00 0.00 1.
1 0306 13 0.01 0.00 0.00 1. • 1 1906 3B3 0.11 0.00 1.00 1.
1 a309 144 0.00 0.00 0.00 1. • ] 1 90 9 3e4 0.00 0.00 0.00 1.
1 0312 145 0.00 0.00 0.00 1. • 1 1912 385 0.00 0.00 0.00 1.
1 0315 146 0.01 0.00 0.00 1. • 1 1915 386 0.00 0.00 0.00 1.
1 0718 147 0.01 0.00 0.00 1. • 1 1918 383 0.00 0.00 0.00 1.
1 0321 148 0.01 0.00 0.00 1. • 1 1921 38B 0.00 0.00 0.00 1.
1 0724 149 0.01 0.00 0.00 1. • 1 1924 389 0.00 0.00 0.00 1.
1 0327 150 0.01 0.00 0.00 1. • 1 1922 390 0.00 0.00 0.00 1.
1 0230 151 0.01 0.00 0.00 1. • 1 1930 391 0.00 0.00 0.00 1.
1 0733 152 0.01 0.00 0.00 1. • 1 1933 392 0.00 0.00 0.00 1.
1 0336 153 0.01 0.00 0.00 1. • 1 1936 393 0.00 0.00 0.00 1.
1 0339 154 0.01 0.00 0.00 1. ` 1 1939 394 0.00 0.00 0.00 1.
1 0242 155 0.01 0.00 0.00 1. ' 1 1942 395 0.00 0.00 0.00 1.
1 0345 156 0.01 0.00 0.00 1. ' 1 1945 396 0.00 0.00 0.00 1.
1 0348 157 0.01 0.00 0.00 1. ' 1 1940 393 0.00 0.00 0.00 1.
1 0351 158 0.01 0.00 0.00 1. 1 1951 398 0.00 0.00 0.00 1.
1 0754 159 0.01 0.00 0.00 1. • 1 1954 399 0.00 0.00 0.00 1.
1 0351 160 0.01 0.00 0.00 1. • 1 1953 400 0.00 0.00 0.00 1.
1 0800 161 0.01 0.00 0.00 1. 1 2000 401 0.00 0.00 0.00 1.
1 0003 162 0.01 0.00 0.00 1. * 1 2003 402 0.00 0.00 0.00 1.
1 0806 163 0.01 0.00 0.00 1. • 1 2006 403 0.00 0.00 0.00 1.'
1 0009 164 0.01 0.00 0.00 1. 1 2009 404 0.00 0.00 0.00 1.
1 0012 165 0.01 0.00 0.00 1. • 1 2012 405 0.00 0.00 0.00 1.
1 0815 166 0.01 0.00 0.00 1. • 1 2015 406 0.00 0.00 0.00 1.
1 0810 167 0.01 0.00 0.00 1. • 1 2019 407 0.00 0.00 0.00 1.
1 0821 160 0.01 0.00 0.00 1. ` 1 2021 408 0.00 0.00 0.00 1.
1 0024 169 0.01 0.00 0.00 1. • 1 2024 409 0.00 0.00 0.00 1.
1 0827 170 - 0.01 0.00 0.00 1. ' 1 2029 410 0.00 0.00 0.00 1.
= 1 0830 171 0.01 0.00 0.00 1. 1 2030 411 0.00 0.00 0.00 1.
1 0833 172 0.01 0.00 0.00 1. • 1 2033 412 0.00 0.00 0.00 1.
1 0036 173 0.01 0.00 0.00 1. 1 2036 413 0.00 0.00 0.00 1.
1 0839 124 0.01 0.00 0.00 2. 1 2039 414 0.00 0.00 0.00 1.
1 0842 175 0.01 0.00 0.00 2. • 1 2042 415 0.00 0.00 0.00 1.
1 OB45 136 0.01 0.00 0.00 2. • 1 2045 416 0.00 0.00 0.00 1.
1 0848 113 0.01 0:00 0.00 2. 1 2048 413 0.00 0.00 0.00 1.
1 0851 118 0.01 0.00 0.01 2. 1 2051 418 0.00 0.00 0.00 1.
1 0854 139 - 0.01 0.00 0.01 2. 1 2054 419 OAO 0.00 0.00 1.
1 0652 180 0.01 0.00 0.01 2. 1 2053 420 0.00 0.00 0.00 1.
1 0900 181 0.01 0.00 0.01 2. 1 2100 421 0.00 0.00 0.00 1.
1 0903 182 0.01 0.00 0.01 2. 1 2103 422 0.00 0.00 0.00 1.
1 0906 183 0.01 0.00 0.01 2. 1 2106 423 0.00 0.00 0.00 1.
1 0909 104 0.01 0.00 0.01 2. 1 2109 424 0.00 0.00 0.00 1.
1 0912 185 0.01 0.00 0.01 2. 1 2112 425 0.00 0.00 0.00 1.
1 0915 186 0.01 0.00 0.01 2. 1 2115 426 0.00 0.00 0.00 1.
1 0918 197 0.01 0.00 0.01 2. • 1 2119 423 0.00 0.00 0.00 1.
1 0921 188 0.01 0AO 0.01 2. 1 2121 428 0.00 0.00 OA0 1.
1 0924 189 0.01 0.00 0.01 2. 1 2124 429 0.00 0.00 0.00 1.
1 0923 190 0.01 0.00 0.01 2. 1 2123 430 0.00 0.00 0.00 1.
1 0930 191 0.01 0.00 0.01 2. 1 2130 431 0.00 0.00 OA0 1.
1 0933 192 0.01 0.00 0.01 2. ` 1 2133 432 0.00 0.00 0.00 1.
1 0936 193 0.01 0.00 0.01 2. • 1 2136 433 0.00 0.00 0.00 1.
1 0939 194 0.01 0.00 0.01 2. • 1 2139 434 0.00 0.00 0.00 1.
1 0942 195 0.01 0.00 0.01 3. • 1 2142 435 0.00 0.00 0.00 1.
1 0945 196 0.01 0.00 0.01 3. • 1 2145 436 0.00 0.00 0.00 1.
1 0948 193 0.01 0.00 0.01 3. 1 2149 433 0.00 MO 0.00 1.
1 0951 198 OA1 0.00 0.01 3. 1 2151 430 0.00 0.00 0.00 1.
1 0954 199 0.01 0.00 0.01 J. 1 2154 439 0.00 0.00 0.00 1.
1 0952 200 0.01 0.00 0.01 3. 1 2153 440 0.00 0.00 0.00 1.
1 1000 201 0.01 0.00 0.01 3. 1 2200 441 0.00 0.00 0A0 1.
1 1003 202 0.01 0.00 0.01 • 3. 1 2203 442 OA0 0.00 OAO 1.
1 1006 203 0.01 0.00 0.01 3. 1 2206 443 0.00 0.00 0.00 1.
1 1009 204 0.01 0.00 0.01 3. ' 1 2209 444 0.00 0.00 0.00 1.
1 1012 205 0.01 0.00 0.01 3. 1 2212 445 0.00 0.00 O.Oo 1.
1 1015 206 0.01 0.00 0.01 3. 1 2215 446 0.00 0.00 0.00 1.
1 1019 209 0.01 0.00 0.01 3. 1 2218 447 0.00 0.00 0.00 1.
1 1021 208 CAI OAO 0.01 3. • 1 2221 448 0.00 GAO 9.00 1.
1 1024 209 0.01 0.00 0.01 J. 1 2224 449 0.00 0.00 0.00 1.
1 1023 210 0.01 0.00 0.01 3. 1 2227 450 0.00 0.00 0.00 1.
1 1030 211 0.01 0.00 O.OI 4. 1 2230 451 0.00 0.00 0.00 1.
I 1033 212 0.01 0.00 0.01 4. 1 2233 452 0.00 0.00 0.00 I.
1 1036 213 0.01 0.00 0.01 4. 1 2236 453 0.00 0.00 0.00 1.
1 1039 214 O.U1 0.00 0.01 4. 1 2239 454 0.00 0.00 0.00 1.
1 1042 215 0.01 0.00 0.01 4. 1 2242 455 0.00 0.00 0.00 1.
1 1045 216 0.02 0.00 0.01 4. 1 2245 456 0.A 0.00 0.00 1.
1 1048 217 0.02 0.00 0.01 4. i 2248 457 0.00 0.00 0.00 1.
1 1051 218 0.02 0.00 0.01 4. 1 2251 458 0.00 0.00 0.00 1.
1 1054 219 0.02 0.00 0.01 4. 1 2254 459 0.00 0.00 0.00 1.
1 1051 220 0.02 0.00 0.01 4. 1 2253 460 0.00 0.00 0.00 1.
1 1100 221 0.02 0.00 0.01 5. 1 2300 461 0.00 OAO 0.00 1.
1 1103 222 0.02 0.00 0.01 5. 1 2303 462 0.00 0.00 0.00 1.
1 1106 123 0.02 OAO 0.01 5. 1 230, 1ti3 0.00 0.90 0.00 1.

2 Year - Existing Conditions 9
1 1119 221 0.02 0.0E 0.11 5. 1 2319 464 0.0G 0.Go 0.0E 1.
1 1.112 225 D.o2 0.0E 0.02 5. 1 2312 46s G.00 0.G0 0.0E 1.
1 1115 226 0.02 0.00 0.02 5. 1 1315 111 1.11 o.Do 0.11 1.
I 1111 227 0.0z 0.DO 0.02 5. 1 231e 463 0.00 o.ao 000 1.
1 1121 220 0.02 0.00 n.02 6. • 1 2321 469 0.00 0.00 0..00 1.
1 1124 229 0.02 0.00 0.02 6. • 1 2324 469 0.00 0.00 0.00 1.
1 11zv 230 0.03 0.00 0.02 6. ' 1 vn 470 0.00 D.oD o.00 1.
1 1 30 231 0.03 0.00 0.02 6. • 1 2330 4n 0.00 0.00 0.00 1.
1 1133 232 0.04 0.01 0.03 3. 1 2333 432 0.00 0.00 0.00 1.
1 1136 233 0.04 0.01 0.03 ). 1 233: 473 0.000 0.00 0.00 1.
1 1139 234 0.06 0.11 a.05 B. 1 2339 474 O.Do 0.00 0.00 1.
1 1142 235 0.06 0.11 1.05 6. 1 2342 435 0.00 0.00 0.00 1.
1 1145 236 0.0e 0.01 0.03 9. 1 2345 476 1.00 1.00 0.00 1.
1 1140 233 0.0B 0.0] 0.03 IS. 1 234R n3 0.0E G.00 O.I. I.
1 1151 238 0.10 0.01 0.09 12. 1 2351 ne 0.00 0.00 0.00 1.
1 1154 239 0.10 0.01 0.09 11. • 1 2354 439 0.00 0.00 0.00 1.
1 1157
240 0.19 0.02 0.12 16. 1 2357 480 0.00 0.00 0.00 1.
•••••••.«.•.eeu«•.•..•.♦......................e...................................... ...................................«......
TOTAL RAINFALL 4.50, TOTAL LASS 0.79• TOTAL EXCESS 3.71
PEAK FLOW TIME MAXIMUM AVERAGE FWW
6-HR 24-HR 72-HR 23.95-HR
(CF5) (HR)
(CFS)
46. 12.40 10. 3. 3. 3. ,
(INCHES) 2.879 3.690 3.690 3.690
(AC-FT) 5. 6. 6. 6.
CUMULATIVE AREA - 0.03 SO HI
... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... e.. ... ... ... ... ... ... ... ... ...
]) KK POND
•' • •• Existing Detention Pond
39 KO OUTPUT CONTROL VARIABLES
IPRIT 0 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
TOUT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAVI 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 400 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL 1N HOURS
HYDROGRAPH ROUTING DATA
40 RS STORAGE ROOTING
NSTPS 1 NUMBER OF SUBREACRES
ITYP ELEV TYPE OF INITIAL CONDITION
RSVRIC 94.00 INITIAL CONDITION
x 0.00 WORKING R AND 0 COEFFICIENT
41 SA AREA 1.1 1.3 1.5 1.6 1.1 1.8 2.0
42 SE ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 9).00
43 SQ DISCHARGE 0. 1. 2. 36. 97. 179. 29D.
44 HE ELEVATION 94.00 94.5D 95.00 95.50 96.00 96.50 97.00
COMPUTED STORAGE-ELEVATION DATA
STORAGE 0.00 0.60 1.30 2.06 2.88 3.75 4.70
ELEVATION 94.00 94.50 95.CD 95.50 96.00 96.50 97.00
COMPUTED STORAGC-OUTFL -ELEVATION DATA
STORAGE O.OD 0.6E IJ0 2.06 2.88 3.75 4.70
OUI'F UAW O.OD 0.60 2.10 3B.40 97.20 179.30 290.00
ELEVATION 94.00 94.50 95.00 95.50 96.0E 96.50 97.O0
...................................................................................................................................
HYDROGRAPH AT STATION POND
...................................................................................................................................
DA MON IIR:N ORD OUTFIAW STORAGE STAGE DA MON HRHN ORD ONTFI,OG STORAGE: STAGE CA MON I(F ORD OUTFLOW STORAGE STAGE
I CD00 1 0. 0.0 94.0 1 0800 161 0. 0.1 94.1 1 1600 321 3. 1.] 95.0
1 0003 2 O. 0.0 94.D 1 0803 162 D. 0.1 94.1 1 1003 322 3. 1.3 95.0

2 Year-Existing Conditions 10
1 0006 3 0. 0.0 91.0 • 1 0006 16J 0. 0.2 99.1 • 1 1606 323 3. 1.3 95.0
1 00. 4 0. 0.0 99.0 • 1 0809 164 0. 0.2 91.1 1 1609 324 3. 1.3 95.0
1 0012 5 0. 0.0 94.0 * 1 0812 165 0. 0.2 94.1 l lfil2 325 3. 1.3 95.0
1 0015 6 0. 0.0 94.0 • 1 0815 166 0. 0.2 94.1 1 1615 326 3. 1.3 95.0
1 0018 1 0. 0.0 94.0 * 1 08111 ]63 0. 0.2 94.1 • 1 1618 "1 3. 1.3 95.0
1 0021 8 0. "0 99.0 1 0821 1fi8 0. 0.2 94.1 1 1621 328 3. 1.3 95.0
1 0024 9 0. 0.0 94.0 • 1 0824 169 0. 0.2 94.1 ' 1 1624 329 3. 1.3 95.0
1 0027 10 0. 0.0 94.0 ` 1 0827 170 0. 0.2 94.2 • 1 1627 330 3. 1.3 95.0
1 0030 11 0. 0.0 94.0 • 1 0030 111 0. 0.2 94.2 ' 1 1610 331 3. 1.3 95.0
1 0033 12 0. 0.0 94.0 1 0833 172 0. 0.2 94.2 1 1633 332 3. 1.3 95.0
1 0036 13 0. 0.0 94.0 • 1 0836 173 0. 0.2 94.2 ` 1 1636 333 3. 1_3 95.0
1 0039 14 0. 0.0 94.0 * 1 0839 174 0. 0.2 94.2 • 1 1639 334 2. 1.3 95.0
1 0042 15 0. 0.0 94.0 1 0842 175 0. 0.2 94.2 • 1 1642 335 2. 1_3 95.0
1 0045 16 0. 0.0 94.0 • 1 0845 176 0. 0.2 94.2 • 1 1645 336 2. 1.3 95.0
1 0048 17 0. 0.0 94.0 • 1 0048 111 0. 0.2 94.2 1 1640 337 2. 1.3 95.0
1 0051 18 0. 0.0 94.0 1 0851 178 0. 0.2 94.2 • 1 1651 338 2. 1.3 95.0
1 0054 19 0. 0.0 94.0 1 0954 179 0. 0.2 94.2 • 1 1654 339 2. 1.1 95.0
1 0057 20 0. 0.0 94.0 • 1 0857 180 0. 0.2 94.2 1 1657 340 2. 1.3 95.0
1 0100 21 0. 0.0 94.0 1 0900 SO1 0. 0.2 94.2 • 1 1700 341 2. 1.3 95.0
1 0103 22 0. 0.0 94.0 • 1 0903 182 0. 0.3 94.2 1 1703 342 2. 1.3 95.0
1 0106 23 0. 0.0 94.0 * 1 0906 183 0. 0.3 94.2 • 1 1706 343 2. 1.3 95.0
1 0109 24 0. 0.0 94.0 * 1 0909 184 0. 0.3 94.2 ` 1 1709 344 2. 1.3 95.0
1 0112 25 0. 0.0 94.0 • 1 0912 185 0. 0.3 94.2 • 1 1712 345 2. 1.3 95.0
1 0115 26 0. 0.0 94.0 • 1 0915 186 0. 0.3 94.2 • 1 1715 346 2. 1.3 95.0
1 0119 27 0. 0.0 94.0 1 091E 187 0. 0.3 94.2 ` 1 1719 347 2. 1.3 95.0
1 0121 28 0. 0.0 94.0 ' 1 0921 189 0. 0.3 94.2 • 1 1721 341 2. 1.3 95.0
1 0124 29 0. 0.0 94.0 • 1 0924 189 0. 0.3 94.3 ` 1 1324 349 2. 1.3 95.0
1 0123 30 0. 0.0 94.0 • 1 0927 190 0. 0.3 94.3 * 1 1727 350 2. 1.3 95.0
1 0130 31 G. 0.0 94.0 • 1 093D 191 0. 0.3 94.3 * 1 173D 351 2. 1.3 95.0
1 0133 32 0. 0.0 94.0 * 1 0933 192 0. 0.3 94.3 • 1 1133 352 2. 1.3 95.0
1 0136 33 0. 0.0 94.0 • 1 0936 193 0. 0.3 94.3 • 1 1136 353 2. 1.3 95.0
1 0139 34 G. 0.0 94.0 1 0939 194 0. 0.3 94.3 • 1 1739 354 2. 1.3 95.0
1 0142 35 0. 0.0 94.0 • 1 0942 195 0. 0.4 94.3 • 1 1342 355 2. 1.3 95.0
1 0145 36 0. 0.0 94.0 * 1 0945 196 0. 0.4 94.3 * 1 1745 356 2. 1.3 95.0
1 0148 31 0. 0.0 94.0 • 1 0948 197 0. 0.4 94.3 • 1 114E 357 2. 1.3 95.0
1 0151 38 0. 0.0 94.0 ' 1 0951 198 0. 0.4 94.3 ` 1 1751 358 2. 1.3 95.0
1 0154 39 0. 0.0 94.0 1 0954 199 0. 0.4 94.3 * 1 1754 359 2. 1.3 95.0
1 0157 40 0. 0.0 94.0 1 0957 200 0. 0.4 94.3 * 1 1751 360 2. 1.3 95.0
1 0200 41 0. 0.0 94.0 * 1 1000 201 0. 0.4 94.3 * 1 1800 361 2. 1.3 95.0
1 0203 42 0. 0.0 94.0 * 1 1003 202 0. 0.4 94.3 • 1 I8D3 362 2. 1.3 95.0
1 0206 43 0. 0.0 94.0 • 1 1006 203 0. 0.4 94.4 * 1 1906 363 2. 1.3 95.0
1 0209 44 0. 0.0 94.0 * 1 1009 204 0. 0.4 94.4 • 1 1909 364 2. 1.3 95.0
1 0212 45 0. 0.0 94.0 * 1 1012 205 0. 0.5 94.4 * 1 1B12 365 2. 1.3 95.0
1 0215 46 0. 0.0 94.0 * 1 1015 206 0. 0.5 94.4 ` 1 1815 366 2. 1.3 95.0
1 0218 41 0. O.D 94.0 * 1 1018 201 0. 0.5 94.4 • 1 1818 367 2. 1.3 95.0
1 0221 48 0. 0.0 94.0 ` 1 1021 206 0. 0.5 94.4 * 1 1821 368 2. 1.3 95.0
1 0224 49 0. 0.0 94.0 • 1 1024 209 0. 0.5 94.4 * 1 1824 369 2. 1.3 95.0
1 0223 50 0. 0.0 :94.0 * 1 1027 210 1. 0.5 94.4 • 1 1027 370 2. 1.3 95.0
1 023D 51 0. 0.0 :-94.0 ` 1 1030 211 1. 0.5 94.4 • 1 1030 371 2. 1.3 95.0
1 0233 52 0. 0.0 94.0 ' 1 1033 212 1. 0.5 94.4 ` 1 1933 372 2. 1.3 95.0
1 0236 53 0. 0.0 94.0 ` 1 1036 213 1. 0.5 94.5 • 1 1936 333 2. 1.3 95.0
1 0239 54 0. 0.0 94.0 • 1 1039 214 1. 0.6 94.5 • 1 1839 374 2. 1.3 95.0
1 0242 55 0. 0.0 94.0 ` 1 1042 215 1. 0.6 94.5 ` 1 1842 375 2. 1.3 95.0
1 0245 56 0. O.D 94.0 ` 1 1045 216 1. 0.6 94.5 • 1 1845 376 2. 1.3 95.0
1 0249 51 0. 0.0 94.0 • 1 1048 217 1. 0.6 94.5 ' 1 1848 311 2. 1.2 95.0
1 0251 58 0. 0.0 94.0 • 1 1051 218 1. 0.6 94.5 1 1851 378 2. 1_2 95.0
1 0254 59 0. 0.0 94.0 * 1 1054 219 1. 0.6 94.5 ' 1 1854 379 2. 1.2 95.0
1 0251 60 0. 0.0 94.0 • 1 1057 220 1. 0.6 94.5 1 1853 380 2. 1.2 95.0
1 0300 61 Q. 0.0 94.0 1 1100 221 1. 0.9 94.5 1 1900 381 2. 1.2 95.0
1 0303 62 0. 0.0 94.0 * 1 1103 222 1. 0.7 94.6 1 1903 382 2. 1.2 95.0
1 0306 63 0. 0.0 94.0 ` 1 1106 223 1. 0.7 94.6 1 1906 383 2. 1.2 95.0
1 0309 64 0. 0.0 94.0 1 1109 224 1. 0.7 94.6 1 1909 384 2. 1.2 95.0
1 0312 65 D. 0.0 94.0 1 1112 22S 1. 0.7 94.6 1 1912 395 2. 1.2 95.0
1 0315 66 0. 0.0 94.0 ` 1 1115 226 1. 0.1 94.6 ' 1 1915 386 2. 1.2 94.9
1 0318 67 0. 0.0 94.0 1 1118 221 1. 0.8 94.6 1 1918 387 2. 1.2 94.9
1 0321 68 0. 0.0 94.D 1 1121 229 1. 0.8 99.6 1 1921 J88 2. 1.2 94.9
1 0324 69 0. 0.0 99.0 1 1129 229 1. 0.6 99.6 1 1924 389 2. 1.2 94.9
1 0327 10 0. 0.0 94.0 • 1 1127 230 1. 0.8 94.7 1 1927 390 2. 1.1 94.9
1 0330 11 0. 0.0 94.0 * 1 1130 231 1. 0.8 94.7 1 1930 391 2. 1.2 94.9
1 0333 12 0. 0.0 94.0 • 1 1133 232 1. 0.9 94.7 1 1933 392 2. L2 94.9
1 0336 73 0. 0.0 94.0 1 1136 233 1. 0.9 94.7 1 1936 393 2. 1.2 94.9
1 0339 94 0. 0.0 94.0 1 1139 234 1. 0.9 94.7 1 1939 394 2. 1.2 94.9
1 D342 75 0. 0.0 94.0 ' 1 1142 235 1. 0.9 94.1 1 1942 395 2. 1.2 94.9
1 0345 16 0. 0.0 94.0 1 1145 236 1. 1.0 94.8 1 1945 396 2. 1.2 94.9
1 0340 )7 0. 0.0 94.0 1 114E 237 I. I.D 94.8 1 1948 397 2. 1.2 94.9
1 0351 78 D. 0.0 94.0 1 1151 238 2. 1.0 94A 1 1951 398 2. 1.2 94.9
1 0354 19 0. 0.0 94.0 1 1154 239 2. 1.1 94.0 1 1954 399 2. 1.2 94.9
1 0357 80 0. 0.0 94.0 1 1157 240 2. 1.1 94.9 1 1957 400 2. 1.2 94.9
1 0400 61 0. 0.0 94.0 1 12DO 241 2. 1.2 94.9 1 2000 401 2. 1.2 94.9
1 0403 82 0. 0.0 94.0 1 1203 242 2. IA 95.0 2003 402 2. 1.2 94.9
1 0406 83 0. 0.0 94.0 1 1206 243 5. 1.4 95.0 1 2006 403 2. 1.2 54.9
1 0409 84 0. 0.0 94.0 1 1209 214 10. 1.5 95.1 1 2009 404 2. 1.2 94.9
1 0412 85 0. OA 94.0 1 1212 245 14. 1.6 95.2 1 2012 405 2. 12 04.9
1 0415 86 0. 0.0 94.0 1 1215 246 18. 1.1 95.2 1 2015 406 2. 1.2 94.9
1 0418 81 0. 0.0 94.0 • 1 121E 247 22. 1.8 95.3 1 '012 407 2. 1.2 94.9
1 0421 BB 0. 0.0 94.0 1 1221 248 26. 1.8 95.4 • 1 2021 409 2. 1.2 94.9
1 0424 89 0. 0.0 94.0 1 1224 249 30. 1.9 95.4 1 2024 409 2. 1.2 94.9
1 0421 90 0. 0.0 94.0 • 1 1227 250 32. 2.0 95.4 1 2023 410 2. 1.2 94.9
1 0430 91 0. 0.0 94.0 1 1230 251 34. 2.0 95.5 ' 1 2030 411 2. 1.2 94.9
1 0433 92 0. 0.0 94.0 1 1233 252 35. 2.0 95.5 ' 1 2333 412 2. 1.2 94.9
1 0436 93 0. CA 94.0 1 1236 253 36. 2.0 95.5 • 1 2036 413 2. 1.2 94.9
1 0439 94 0. 0.0 94A 1 1239 254 35. 2.0 95.5 1 2039 414 2. 1.2 94.9
1 0442 95 0. OA 94.D 1 1242 255 35. 2.0 95.5 1 204' 415 2. 1.2 94.9
1 0445 96 0. 0.0 94.D 1 1245 256 34. 2.D 95.5 1 20:5 416 2. 1.2 94.9
1 0448 97 D. D.0 94A 1 1248 257 32. 2.0 95.4 1 204: 417 2. 1.1 '14.9

2 Year - Existing Conditions 11
1 0451 98 0. 0.0 91.E ' 1 1251 Z58 30. 1.9 95.1 " 1 1.- 918 2. 1.1 91.9
1 0159 99 0. 0.0 91.E 1 1254 259 29. 1.9 95.4 • 1 2054 119 2. LI 11.9
1 0459 100 p, 0.0 94.0 • 1 1253 260 2T. 1.8 11.4 • 1 2053 121 2. 1.1 11.9
1 0500 101 0. 0.0 94.E • 1 1300 26l 25. LB 95J 1 2100 421 2. 1.1 91.9
1 0503 102 0. 0.0 94.0 ' 1 1303 262 23. 1.8 95.3 ' 1 2103 422 2. 1 1 94.9
1 0506 lOJ 0. 0.0 91.E • 1 1]Ob 263 21. 1J 95.J • 1 2106 423 2. 1.1 91.9
1 0509 104 0. 0.0 94.0 • 1 1309 264 20. lJ 95.3 ` 1 2109 424 2. LI 94.9
1 0512 105 0. 0.0 94.0 1 1312 265 18. 1.7 95.2 1 2112 425 2. 1.1 94.9
1 0515 106 0. 0.0 94.0 • 1 1315 266 17. 1.6 95.2 ' 1 2115 426 2. 1.1 94.9
1 0518 103 0. 0.0 94.0 ' 1 1318 267 16. 1.6 95.2 ` 1 2118 423 2. 1.1 94.9
1 0521 109 0. 0.0 94.0 • 1 1321 268 15. 1.6 95.2 ` 1 2121 428 2. 1.1 94.9
1 0524 109 0. 0.0 94.0 • 1 1324 269 14. 1.6 95.2 ' 1 2124 429 2. 1.1 94.9
1 0523 110 0. 0.0 94.0 ' 1 1323 270 13. 1.5 95.2 ' 1 2127 430 2. 1.1 94.9
1 0530 Ill 0. 0.0 94.0 • 1 1330 231 12. 1.5 95.1 ` 1 2130 431 2. 1.1 94.9
1 0533 112 0. 0.0 94.0 • 1 1333 232 11. 1.5 95.1 • 1 2133 432 2. 1.1 94.9
1 0536 113 0. 0.0 94.0 • 1 1336 293 10. 1.5 95.1 • 1 2136 433 2. 1.1 94.9
I 0539 114 0. 0.0 94.0 " 1 1339 24 10. 1.5 95.1 • 1 2139 434 2. 1.1 94.9
I 0542 115 0. 0.0 94.0 • 1 1342 235 9. 1.5 95.1 • 1 2142 435 2. 1.1 94.9
1 0545 116 0. 0.0 94.0 1 1345 236 9. 1.4 95.1 ' 1 2145 436 2. 1.1 94.9
1 0548 113 0. 0.0 94.0 • 1 1348 233 B. 1.4 95.1 • 1 2148 433 2. 1.1 94.9
I 0551 118 0. 0.0 94.0 ` I 1351 238 8. 1.4 95.1 " 1 2151 438 2. 1.1 94.9
1 0554 119 0. 0.0 94.0 . 1 1354 239 B. 1.4 95.1 1 2154 439 2. 1.1 94.9
1 0551 120 0. 0.0 94.0 ` 1 1353 280 3. 1.4 95.1 • 1 2153 440 2. 1.1 94.0
1 060E 121 0. 0.0 94.0 . 1 1400 281 3. 1.4 95.1 • 1 220E 441 2. 1.1 94.B
1 0603 122 0. 0.0 94.0 • 1 140E 282 3. 1.4 95.1 • 1 2203 442 2. 1.1 94.0
1 0606 123 0. 0.0 94.0 • 1 1406 203 6. 1.4 95.1 • 1 2206 443 2. 1.1 94.8
1 0609 124 0. 0.0 94.0 ' 1 1409 284 6. 1.4 95.1 • 1 2209 444 2. 1.1 94.8
1 0612 125 0. 0.0 94.0 . 1 1412 285 6. 1.4 95.1 • 1 2212 445 2. 1.1 94.8
1 0615 126 0. 0.0 94.0 • 1 1415 2B6 6. 1.4 95.1 • 1 2215 446 2. 1.1 94.8
1 0618 123 0. 0.0 94.0 • 1 1418 283 6. 1.4 95.1 t 1 2218 447 2. 1.1 94.8
1 0621 128 0. 0.0 94.0 • 1 1421 2B8 6. 1.4 95.0 • 1 2221 448 2. 1.1 94.0
1 0624 129 0. 0.1 94.0 • 1 1424 289 5. 1.4 95.0 ` 1 2224 449 2. 1.1 94.8
1 0627 130 0. 0.1 94.0 • 1 1427 290 5. 1.4 95.0 • 1 2223 450 2. 1.1 94.8
1 0630 131 0. 0.1 94.0 • 1 1430 291 S. 1.4 95.0 1 2230 451 2. 1.1 94.0
1 0633 132 0. 0.1 94.0 ' 1 1433 292 5. 1.4 95.0 " 1 2233 452 2. 1.1 94.8
1 0636 133 0. 0.1 94.0 • 1 1436 293 5. 1.4 95.0 • 1 2236 453 2. 1.1 94.8
1 0639 134 0. 0.1 94.1 • 1 1439 294 5. 1.4 95.0 • 1 2239 454 2. 1.1 94.8
1 0642 135 0. 0.1 94.1 ' 1 1442 295 5. 1.4 95.0 " 1 2242 455 2. 1.1 94.8
1 0645 136 0. 0.1 94.1 • 1 1445 296 S. 1.4 95.0 1 2245 456 2. 1.0 94.B
1 064B 133 0. 0.1 94.1 ' 1 1446 293 5. 1.4 95.0 1 2248 453 2. 1.0 94.8
1 0651 138 0. 0.1 94.1 1 1451 298 4. 1.4 95.0 ` 1 2251 458 2. 1.0 94.0
1 0654 139 0. 0.1 94.1 • 1 1.454 299 4. 1.3 95.0 1 2254 459 2. 1.0 94.B
1 065E 140 0. 0.1 94.1 ' 1 1457 300 4. 1.3 95.0 1 2253 460 2. 1.0 94.8
1 0000 141 0. 0.1 94.1 1 1500 301 4. 1.3 95.0 1 2300 461 2. 1.0 94.8
1 0303 142 0. 0.1 94.1 1 1503 302 4. 1.3 95.0 1 2303 462 2. 1.0 94.8
1 0306 143 0. 0.1 94.1 ` 1 1506 303 4. 1.3 95.0 ' 1 2306 463 2. 1.0 94.8
1 0709 144 0. 0.1 94.1 1 1509 304 4. 1.3 95.0 1 2309 464 2. 1.0 94.6
1 0312 145 0. 0.1 94.1 1 1512 305 4. 1.3 95.0 1 2312 465 2. 1.0 94.8
1 0315 146 0. C.1 94.1 1 1515 306 4. 1.3 95.0 ' 1 2315 466 2. 1.0 94.8
1 0718 117 0. 0.1 94.1 1 1518 307 4. 1.3 95.0 ' 1 2316 463 2. 1.0 94.8
1 0321 148 0. 0.1 94.1 1 1521 309 4. 1.3 95.0 1 2321 468 1. 1.0 94.8
1 0724 149 0. 0.1 94.1 ` 1 1524 309 4. 1.3 95.0 I 2324 469 1. 1.0 94.8
1 0723 150 0. 0.1 94.1 1 1523 310 4. 1.3 95.0 • 1 2327 470 1. LO 94.0
1 0330 151 0. 0.1 94.1 1 1530 311 4. 1.3 95.0 1 2330 491 1. 1.0 94.8
1 0733 152 0. 0.1 94.1 1 1533 312 4. 1.3 95.0 ' 1 2333 412 1. 1.0 94.6
1 0736 153 0. 0.1 94.1 1 1536 313 4. 1.3 95.0 1 2336 433 1. 1.0 94.8
1 0739 154 0. 0.1 94.1 1 1539 314 3. 1.3 95.0 ' 1 2339 474 1. 1.0 94.8
1 0742 155 0. 0.1 94.1 1 1542 315 3. 1.3 95.0 1 2342 435 1. 1.0 94.0
1 0345 156 0. 0.1 94.1 1 1545 316 3. 1.3 95.0 1 2345 436 1. 1.0 94.8
1 0748 153 0. 0.1 94.1 1 1548 317 3. 1.3 95.0 1 2348 437 1. 1.0 94.8
1 0051 159 0. 0.1 94.1 ' 1 1551 310 J. 1.3 95.0 • 1 2351 438 1. 1.0 94.0
1 0354 159 0. 0.1 94.1 1 1554 319 3. 1.3 95.0 1 2354 439 1. 1.0 94.8
1 0757 160 0. 0.1 94.1 I 1553 320 3. 1.3 95.0 • 1 2357 480 1. 1.0 94.8
..............u.................uu.......................e...u.................................................................
PEA% FLOW TIME NAU Mn AVERAGE FEOW
6-HR 24-HR 32-HR 23.95-HR
(CFS) (HR)
(CM
36. 12.60 9. 3. 3. 3.
(INCHES) 2.496 3.114 3.114 3.114
(AC-FT) 4. 5_ 5. 5.
PEAK STORAGE TIME MAXIM" AVERAGE STORAGE
6-HR 24-HR 72-HR 23.95-HR
LAC-FT) IHR)
2. 12.60 1. 1. 1. 1.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 23.95-14R
(FEET) (HR)
95.49 12.60 95.09 94.53 94.53 94.57
CUMULATIVE AREA - 0.03 SO MI
... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .�. rv. ... ... ... ... ... ... ... ... ... ... ... ... ... ...
..............
45 AX 200

2 Year- Existing Conditions 12
'••••'•"•"•'FC-200 Basin '
<T KO OUTPUT CONTROL VARIABLES
I PPNT 0 PRINT CONTROL
I PLOT 0 PLOT CONTROL
OSCAL 0. HYDRWRAPM PLOT SCALE
IPNCH 0 PUNCH COMPUTED MYDRWRAPH
IOUT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAV1 I FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN MOORS
5U IN TIM£ DATA FOR INPUT TIRE SERIES
JMN 6 TIME INTERVAL IN MINUTES
JKOATE 1 0 STARTING DATE
JATIME 0 STARTING TIME
SUBBASIN RUNOFF DATA
48 BA SUBBASIN CHARACTERISTICS
TAAEA 0.03 SUBBASIN AREA
PRECIPITATION DATA
49 PB STORM 4.50 BASIN TOTAL PRECIPITATION
51 PI INCREMENTAL PRECIPITATION PATTERN
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.0D 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 c.o0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 O.OD 0.00 0.00 000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.D0 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 O.DO 0.00 0.00 0.00
0.00 0.00 0.00 0.00 D.CD 0.00 0.00 O.OD 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 O.OD 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.04 0.04
0.04 0.04 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 0.00 0.00 0.0D 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.0D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 D.CD 0.00 0.00 0.00 0.00 0.00 0.00 C.OD 0.00
D.00 0.00 O.DO 0.00 0.0E 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 D.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 D.00 0.00 000 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.GO
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 D.OD 0.00 0.00 0.00 0.0c 0.00 0.00 0.00 0.00
D.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.OD 0.00
11 LS SCS LOSS RATE
STRTL 0.44 INITIAL ABSTRACTION
CRVNBR 82.0E CURVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
lT UD SCS DIMENSIONLESS NJITGRAPH
TIC 0.17 LAG
WARNING "' TIME INTERVAL IS GREATER THAN .29'1.AG
UNIT HYORO:RAPH
19 END-OF-PEPIOD ORDINATES
12. 19. 11_ 79. 69. 50. 31. 21. 14. 9.
6. 4. 3. 2. 1. 1. 1. 0. 0.

2 Year -Existing Conditions 13
•.......................•.......................................
HYORQRAPH AT STATION 200
.....«e..,................,........ .................. .........................«u...«.e..u......«...u..u..................
DA NON MRMN ORD MIN WSS EXCESS CORP p DA MON HRNN ORD RAIN DOES EXCESS COMP O
1 0000 ] 0.00 0.00 0.00 0. 1 1200 24l 0.19 0.06 0.13 23.
1 0003 2 0.00 0.00 0.00 0. 1 MI 242 0.19 0.05 0.13 29.
1 0006 3 0.00 0.00 0.00 0. 1 1206 243 0.19 0.05 0.14 36.
1 D009 4 0.00 0.00 0.00 0. 1 1209 244 0.10 0.02 0.03 42.
1 D012 5 0.00 O.OD 0.00 0. 1 1212 245 0.10 0.02 0.03 44.
1 0015 6 0.00 0.01 0.11 0. 1 1215 246 0.08 0.02 0.06 12.
1 0018 l 0.W O.E. 0.00 0. • 1 1230 24t 0.08 0.0 2 0.06 19.
1 0021 8 0.00 0.00 0.00 0. 1 1221 248 0.06 0.01 0.04 35.
1 0024 9 0.00 0.00 0.00 0. 1 1224 249 0.06 0.01 0.04 31.
1 0023 10 0.00 0.00 0.00 0. 1 1227 250 0.04 0.01 0.03 23.
1 0030 11 0.00 0.00 0.00 0. 1 1230 251 0.04 0.01 0.03 24.
1 0033 12 0.00 0.00 0.00 0. • 1 1233 252 0.03 0.01 0.02 21.
1 0036 13 0.00 0.00 0.00 0. ' 1 1236 253 0.03 0.01 0.02 18.
1 0039 14 0.00 0.00 0.00 0. ' 1 1239 254 0.02 0.00 0.02 15.
1 0042 15 0.00 0.00 0.00 0. 1 1242 255 0.02 0.00 0.02 13.
1 0045 16 0.00 O.OD 0.00 0. 1 1245 256 0.02 0.00 0.02 ]1.
1 0048 11 0.00 0.00 0.00 0. 1 1248 253 0.02 0.00 0.02 10.
1 0051 18 0.00 0.00 0.00 0. ' 1 1251 258 0.02 0.00 0.02 9.
1 0054 19 0.00 0.00 0.00 0. • 1 1254 259 0.02 0.00 0.02 8.
1 0053 20 0.00 0.00 0.00 0. I 1253 260 0.02 0.00 0.01 8.
1 0100 21 0.00 0.00 0.00 0. 1 1300 261 0.02 0.00 0.01 '1.
1 0103 22 0.00 0.00 0.00 0. • 1 1303 262 0.02 0.00 0.01 3.
1 0106 23 0.00 0.00 0.00 0. 1 1306 263 0.02 0.00 0.01 3.
1 0109 24 0.00 0.00 0.00 0. 1 1309 264 0.02 0.00 0.01 6.
1 0112 25 0.00 0.00 0.00 0. 1 1312 265 0.02 0.00 0.01 6.
1 0115 26 0.00 0.00 0.00 0. 1 1315 266 0.02 0.00 0.01 6.
1 0118 23 0.00 0.00 0.00 0. 1 1318 263 0.02 0.00 0.01 6.
1 O121 20 0.00 0.00 0.00 0. 1 1321 268 0.01 0.00 0.01 5.
1 0124 29 0.00 0.00 0.00 0. 1 1324 269 0.01 0.00 D.D1 5.
1 0122 30 0.00 0.00 0.00 0. 1 1327 230 0.01 0.00 0.01 5.
1 0130 31 0.00 0.00 0.00 0. 1 1330 231 0.01 0.00 0.01 5.
1 0133 32 0.00 0.00 D.OD D. 1 1333 232 0.01 0.00 0.01 5.
1 0136 33 0.00 0.00 DAD 0. • 1 1336 273 0.01 0.00 0.01 S.
1 0139 34 0.00 0.00 0.00 0. • 1 1339 234 0.01 0.00 0.01 S.
1 0142 35 0.00 0.00 0.0D 0. 1 1342 275 0.01 0.00 0.01 5.
1 0145 36 0.00 0.00 0.00 0. 1 1345 236 0.01 0.00 0.01 S.
1 0148 37 0.00 0.00 0.00 0. 1 1348 273 0.01 0.00 0.01 5.
1 0151 30 0.00 0.00 0.00 0. 1 1351 238 0.01 0.00 0.01 4.
1 0154 39 0.00 0.00 0.00 0. • 1 1354 239 0.01 0.00 0.01 4.
1 0153 40 0.00 SAD 0.00 0. 1 1353 200 0.01 0.00 0.01 4.
1 0200 41 0.00 0.00 0.00 0. 1 1400 281 0.01 0.00 0.01 4.
1 0203 42 0.00 0:00 0.00 0. 1 1403 282 0.01 0.00 0.01 4.
1 02D6 43 0.00 0.00 0.00 0. 1 1406 283 0.01 0.00 0.01 4.
1 0209 44 0.00 0.00 0.00 0. ' 1 1409 284 0.01 0.00 0.01 4.
1 0212 45 0.00 0.00 0.00 0. 1 1412 285 0.01 0.00 0.01 4.
1 0215 46 0.00 0.00 0.00 0. 1 1415 286 0.01 0.00 0.01 4.
1 0218 43 0.00 O.OD 0.00 0. 1 1418 203 0.01 0.00 0.01 4.
1 0221 48 0.00 0.00 0.00 0. 1 1421 209 0.01 0.00 0.01 4.
1 0224 49 0.00 0.00 0.00 0. 1 1424 289 0.01 0.00 0.01 4.
1 0223 50 0.00 0.00 0.00 0. 1 1423 290 0.01 0.00 0.01 4.
1 0230 51 0.00 0.00 0.00 0. 1 1430 291 0.01 0.00 0.01 4.
1 0233 52 0.00 0.00 0.00 0. 1 1433 292 0.01 0.00 0.01 4.
1 0236 53 0.00 0.00 0.00 0. 1 1436 293 0.01 0.00 0.01 3.
1 0239 54 0.00 0.00 0.00 0. 1 1439 294 D.01 O.OD 0.01 3.
1 0242 55 O.OD 0.00 0.00 0. 1 1442 295 0.01 0.00 0.01 3.
1 0245 56 0.00 0.00 0.00 0. 1 1445 296 0.01 0.00 0.01 3.
1 0248 53 0.00 0.00 0.00 0. 1 1448 293 0.01 O.DO 0.01 3.
1 0251 58 0.00 0.00 0.00 0. 1 1451 298 0.01 0.00 0.01 . 3.
1 0254 59 0.00 0.00 0.00 0. 1 1454 299 0.01 0.00 0.01 3.
1 0253 60 0.00 0.00 0.00 0. 1 1453 300 0.01 0.00 0.01 3.
1 0300 61 0.00 0.00 0.00 0. 1 1500 301 0.03 0.00 0.01 3.
1 0303 62 0.00 0.00 0.00 0. 1 I503 302 0.01 0.00 0.01 3.
1 0306 63 0.00 0.00 0.00 D. 1 1506 303 0.01 0.00 0.01 3.
1 0309 64 0.00 0.00 0.00 0. 1 1509 304 0.01 0.00 0.01 3.
1 0312 65 0.00 0.00 0.00 0. • 1 1512 305 0.01 0.00 0.01 3.
1 0315 66 0.00 0.00 0.00 0. 1 1515 306 0.01 0.00 0.01 3.
I 0310 67 0.00 0.00 0.00 0. 1 1518 303 0.01 0.00 0.01 3.
I 0321 68 0.00 0.00 0.00 0. 1 1521 308 0.01 0.00 0.01 3.
1 0324 69 0.00 0.00 0.00 0. 1 1524 309 0.01 0.00 0.01 3.
1 0323 10 0.00 D.0D 0.00 0. 1 1523 310 0.01 0.00 0.01 3.
1 0330 31 D.00 0.00 0.00 0. 1 1530 311 0.01 0.00 0.01 3.
1 0333 72 0.00 0.00 0.00 0. 1 1533 312 0.01 0.00 0.01 3.
1 0336 33 0.00 0.00 0.00 0. 1 1536 313 0.01 0.00 0.01 3.
1 0339 74 0.00 0.00 0.00 0. 1 1539 314 0.01 0.00 0.01 3.
1 0342 35 0.00 0.00 0.00 0. 1 1542 315 0.01 0.00 0.01 3.
1 0345 36 0.00 D.OD 0.00 0. 1 1545 316 0.01 0.00 0.01 2.
1 0349 73 0.00 O.OD 0.00 0. 1 1548 313 0.01 0.00 0.01 2.
1 0351 30 0.00 0.00 D.00 0. 1 1351 319 0.01 0.00 D.01 2.
1 0354 19 0.00 0.00 O.Co 0. 1 1554 319 0.01 0.00 0.01 2.
1 0353 80 0.00 0.00 0.0D 0. 1 1557 320 0.01 0.00 0.01 2.
1 0400 01 0.00 0.00 0.00 0. 1 1600 321 9.01 0.00 0.01 2.
1 0403 62 0.00 0.00 0.00 0. 1 1603 322 0.01 D.00 0.00 2.
1 0406 a D.00 0.00 0.00 0. 1 1606 323 D.DI 0.00 o.OD 2.
1 04 09 04 D.00 0.D0 9.00 0. 1 1609 324 0.01 0.00 0.00 2.
1 0412 65 0.00 0.00 0.00 0. 1 1612 325 0.01 0.00 0.00 2.
1 oats 86 0.00 0.00 0.00 0. 1 I6I5 326 0.01 0.00 0.00 2.
1 0410 81 0.00 0.00 0.00 D. 1 1619 327 0.0: 0.00 0.00 2.

2 Year-Existing Conditions 14
1 0421 BB 0.00 0.00 0.00 a. 1 1621 328 0.01 0.00 0.00 2.
1 0424 89 0.00 0.10 0.00 0. • 1 1624 329 0.01 0.00 0.00 2.
1 0427 90 a.00 0.00 0.00 0. • 1 1627 330 0.01 O.00 0.00 2.
1 0430 91 a'00 O 1 0.0a 0. ' 1 1630 331 0.01 0.00 0.00 2.
1 0433 92 0.00 0.OD 0.013 0. • 1 1633 332 0.01 0.00 1.OD 2.
1 0436 93 0.00 0.00 0.00 0. ` 1 1636 113 0.01 OA0 0.00 2.
1 0439 94 0.00 0.00 0.00 0. ' 1 1639 334 0.01 0.00 0.00 2.
1 0442 95 0.00 0.00 0.00 0. • 1 1642 335 0.01 0.00 0.00 2.
1 0445 96 0.00 0.00 0.00 0. ' 1 1645 336 0.00 0.00 0.00 2.
1 0448 97 0.00 0.00 0.00 0. • 1 1648 337 0.00 0.00 0.00 2.
1 0451 98 0.00 1.11 1.00 0. • ] 1651 338 0.00 0.00 0.00 2.
1 0454 99 0.11 0.00 000 0. ' 1 1654 339 0.00 0.00 0.00 2.
1 0457 100 0.00 0.0a 0..00 0. ' 1 1657 340 0.00 0.00 0.00 2.
1 0500 101 0.00 0.00 0.00 0. ' 1 1300 341 0.00 0.00 0.00 2.
1 0503 102 0.00 0.00 0.00 0. • 1 1103 342 0.00 0.00 0.00 2.
1 0506 103 0.00 0.00 0.00 0. 1 1706 343 0.00 0.00 0.00 2.
1 0509 104 0.00 0.00 0.00 0. ` 1 1709 344 0.00 0.00 0.00 2.
1 0512 105 0.00 0.00 0.00 0. ` 1 1712 345 0.00 0.00 0.00 2.
1 0515 106 0.00 0.00 0.00 0. 1 1715 346 0.00 0.00 0.00 2.
1 0518 107 0.00 0.00 0.00 0. 1 1718 343 0.00 0.00 0.00 2.
1 0521 108 0.00 0.00 0.00 0. • 1 1721 348 0.00 0.00 0.00 2.
1 0524 109 0.00 0.00 0.00 0. 1 1724 349 0.00 0.00 0.00 2.
1 0527 110 0.00 0.00 0.00 0. 1 1727 350 0.00 0.00 O.DO 2.
1 0530 111 0.00 0.00 0.00 0. • 1 1130 351 0.00 0.00 0.00 2.
1 0533 112 0.00 0.00 0.00 0. • 1 1733 352 0.00 OAO 0.00 2.
1 0536 113 DAD 0.00 0.00 0. 1 1136 353 0.00 0.00 0.00 2.
1 0539 114 0.00 0.00 0.00 0. ' 1 1739 354 0.00 0.00 0.00 2.
1 0542 115 0.00 0.00 0.00 a. • 1 1742 355 0.00 0.00 0.00 1.
1 0545 116 0.00 0.00 0.00 0. • 1 1745 356 0.00 O.Do 0.00 1.
1 0548 113 0.00 0.00 0.00 0. • 1 1748 357 0.00 0.00 0.00 1.
1 0551 118 0.00 0.00 0.00 0. 1 1751 358 0.00 0.00 0.00 1.
1 0554 119 0.00 0.00 0.00 0. • 1 1754 359 0.00 0.00 0.00 1.
1 0557 120 0.00 0.00 0.00 0. • 1 1757 360 0.00 0.00 0.00 1.
1 0600 121 0.00 0.00 0.00 0. 1 1800 361 0.00 0.00 0.00 1.
1 0603 122 0.00 0.00 0.00 0. ' 1 1803 362 0.00 0.00 0.00 1.
1 0606 123 0.00 0.00 0.00 0. • 1 1906 363 0.00 0.00 0.00 1.
I 0609 124 0.00 0.00 0.00 0. I 1809 364 0.00 0.00 0.00 1.
1 0612 125 0.00 O.DO 0.00 0. ' 1 1812 36.9 0.00 0.00 0.00 1.
1 0615 126 0.00 0.00 0.00 0. ` 1 1815 366 0.00 0.00 0.00 1.
1 0618 127 0.00 0.00 0.00 0. • 1 1818 363 OAD 0.03 O.DO 1.
1 0621 128 0.00 0.00 0.00 0. 1 1821 368 0.00 0.00 0.00 1.
1 0624 129 0.00 0.00 0.00 0. • 1 1924 369 0.00 0.00 0.00 1.
1 0627 130 0.00 0.00 0.00 0. ' 1 1827 370 0.00 0.00 0.00 1.
1 0630 131 0.00 0.00 0.00 0. 1 1830 371 0.00 0.00 0.00 1.
1 D633 132 OAD 0.00 0.00 0. 1 1833 372 0.00 0.00 0.00 1.
1 0636 133 0.00 0.00 0.00 0. 1 1636 373 0.00 0.00 0.00 1.
1 0639 134 0.00 OAD 0.00 0. 1 1839 374 0.00 0.00 OAO 1.
1 0642 135 0.00 0.00 0.00 0. 1 1842 375 0.00 0.00 0.00 1.
1 0645 136 0.00 0.00 0.00 0. 1 1845 336 0.00 0.00 O.00 1.
1 0648 137 O.OD 0.00 OAD 0. • 1 1849 all 0.00 0.00 0.00 1.
1 0651 138 0.00 0.00 0.00 0. • 1 1051 378 0.00 0.00 0.00 1.
I 0654 139 0.00 0.00 0.00 0. ' 1 1054 379 0.00 0.00 0.00 1.
1 0657 140 0.00 0.00 0.00 0. • 1 1857 390 0.00 0.00 0.00 1.
1 0700 141 0.00 0.00 0.00 0. 1 1900 391 0.00 0.00 0.00 1.
1 O103 142 0.00 0.00 0.00 0. 1 1903 382 0.00 0.00 0.00 1.
1 0706 143 0.00 0.00 D.00 0. 1 1906 383 0.00 0.00 OAO 1.
1 0109 144 0.00 0.00 0.00 0. • 1 1909 384 0.00 0.00 O.OD 1.
1 0712 145 0.00 0.00 0.00 0. ' 1 1912 385 0.00 0.00 0.00 1.
I D715 146 D.01 0.01 0.00 0. 1 1915 386 0.00 0.00 0.00 1.
1 0718 147 0.01 0.01 0.00 0. ` 1 1918 387 0.00 0.00 0.00 1.
1 0721 148 0.01 0.01 0.00 0. ' 1 1921 39B 0.00 0.00 0.00 1.
1 0724 149 0.01 0.01 0.00 0. 1 1924 369 0.00 0.00 0.00 1.
1 0727 150 0.01 0.01 OAO C. 1 1927 390 D.DO 0.00 OAD 1.
1 0130 151 0.01 0.01 0.00 0. • 1 1930 391 0.00 0.00 0.00 1.
1 0133 152 0.01 D.01 0.00 0. 1 1933 392 0.00 0.00 0.00 1.
1 0736 153 0.01 0.01 0.00 0. 1 1936 393 0.00 0.00 0.00 1.
1 0339 154 0.01 0.01 0.00 0. • 1 1939 394 0.00 0.00 0.00 1.
1 0742 155 0.01 0.01 0.00 0. 1 1942 395 0.00 0.00 0.00 1.
1 0745 156 0.01 0.01 OAO 0. • 1 1945 396 0.00 0.00 0.00 1.
1 0748 157 0.01 0.01 0.00 0. 1 1948 397 a.00 0.09 0.00 1.
1 0051 158 0.01 0.01 OAD 0. 1 1951 396 0.00 0.00 0.00 1.
1 0754 159 0.01 0.01 0.00 0. 1 1954 399 0.00 0.00 0.00 1.
1 0757 160 0.01 D.01 0.00 0. 1 1957 40D D.00 0.00 0.00 1.
1 0800 161 0.01 D.01 0.00 0. 1 2000 401 0.00 0.00 0.00 1.
1 0603 162 0.01 0.01 0.00 0. 1 2D03 403 0.00 O.Do 0.00 1.
1 0806 163 0.01 0.01 0.00 0. • 1 2006 403 0.00 0.00 0.00 1.
1 0809 164 0.01 O.D1 0.00 0. 1 2009 404 0.00 0.00 0.00 1.
1 0812 165 0.01 OAI 0.00 0. 1 2012 405 0.OD 0.00 O.Do 1.
1 0815 166 0.01 0.01 O.DO 0. 1 2015 406 0.00 0.00 0.00 1.
1 0818 167 0.01 0.01 0.00 0. 1 2018 407 0.00 O.OD 0.00 1.
1 0821 168 0.01 0.01 0.00 0. 1 2021 408 a.00 O.OD 0.00 I.
1 0924 169 0.01 0.01 0.00 0. ' 1 2024 409 0.00 0.00 0.00 1.
1 0827 170 0.01 0.01 0.00 0. 1 2027 410 0.00 0.00 0.00 1.
1 0830 171 0.01 0.01 0.00 0. 1 9D30 411 0.00 0.00 0.00 1.
1 0633 172 0.01 0.01 OAD 0. 1 2033 412 0.00 0.00 0.00 1.
1 0836 173 0.01 0.01 0.00 0. 1 2036 413 0.01, 0.00 0.00 1.
1 0839 174 0.01 a.01 0.DD 0. 1 2039 414 D.00 0.00 0.a0 1.
1 0842 I75 OAI OA1 0.00 0. 1 2042 415 C.00 0.00 0.00 1.
1 0845 176 0.01 0.01 0.00 0. 1 2045 416 0.40 0.03 0.00 1.
1 0848 Ill 0.01 D.01 0.00 0. 1 2048 417 0.00 0.00 0.00 1.
1 OB51 178 0.01 0.01 0.00 0. 1 2051 418 0.01 0.00 0.00 1.
1 0854 179 0.01 0.01 0.00 0. 1 2054 419 0.03 0.00 0.00 1.
1 0857 180 0.01 0.01 0.00 D. 1 2057 120 a.0; 0.00 0.00 1.
1 0900 181 0.01 0.01 0.00 D. 1 2100 421 OAO 0.00 1.
1 0903 182 0.01 0.01 0.00 1. 1 2103 422 ).oc 0.00 a.00 1.

2 Year-Existing Conditions 15
1 0906 03 OAT on 0.00 1. • 1 2106 423 D.DD 0.00 0.00 1.
1 0909 184 0.01 0.01 0.00 1. • 1 2109 424 0.00 0.00 0.00 1.
1 0912 185 0.01 0.01 0.00 1. . 1 2112 425 0.00 0.00 0.00 1.
1 0915 186 0.01 0.01 0.00 1. • 1 2115 426 0.00 0.00 0.00 1.
1 0918 187 0.01 0.01 0.00 1. • 1 2118 421 0.00 0.00 0.00 1.
1 0921 188 0.01 0.01 0.00 1. • 1 2121 429 0.00 0.00 0.00 1.
1 0924 189 0.01 0.01 0.00 1. • 1 2124 429 0.00 0.00 0.00 1.
1 0927 190 0.01 0.01 0.00 1. • 1 2127 430 0.00 0.00 0.00 1.
1 0930 191 0.01 0.01 0.00 1. • 1 2130 431 0.00 0.00 0.00 1.
1 0933 192 0.01 0.01 0.00 1. • I 2133 432 0.00 0.00 0.00 1.
1 0936 193 0.01 0.01 0.00 1. • 1 2136 433 0.00 0.00 0.00 1.
1 0939 194 0.01 0.01 0.00 1. 1 2139 434 0.00 0.00 0.00 1.
1 0942 195 0.01 0.01 0.00 1. 1 2142 435 0.00 0.00 0.00 1.
1 0945 196 0.01 0.01 0.00 1. • 1 2145 436 0.00 0.00 0.00 1.
1 0948 197 0.01 0.01 0.00 1. 1 2148 437 0.0D 0.00 0.00 1.
1 0951 190 0.01 0.01 0.00 1. • 1 2151 438 0.00 0.00 0.00 1.
1 0954 199 0.01 0.01 0.00 1. • 1 2154 439 0.00 0.00 0.00 ].
1 0957 200 0.01 0.01 0.00 1. 1 2157 440 0.00 0.00 0.00 1.
1 1000 201 0.01 0.01 0.00 1. 1 2200 441 0.00 0.00 0.00 1.
1 1003 202 0.01 0.01 0.00 1. • 1 2203 442 0.00 0.00 0.00 1.
1 1006 203 0.01 0.01 0.00 1. • 1 2206 443 0.00 0.00 0.00 1.
1 1009 204 0.01 0.01 0.00 1. • 1 2209 444 0.00 0.00 0.00 1.
1 1012 205 0.01 0.01 0.00 1. • 1 2212 445 0.00 0.00 0.00 1.
1 1015 206 0.01 0.01 0.00 1. 1 2215 446 0.00 0.00 0.00 1.
1 1018 207 0.01 0.01 0.00 1. 1 2218 447 0.00 0.00 0.00 1.
1 1021 208 0.01 0.01 0.00 1. • 1 2221 448 0.00 0.00 0.00 1.
1 1024 209 0.01 0.01 0.00 2. 1 2224 449 0.00 0.00 0.00 1.
1 1027 210 0.01 0.01 0.00 2. 1 2227 450 0.00 0.00 0.00 1.
1 1030 211 0.01 0.01 0.00 2. • 1 2230 451 0.00 0.00 0.00 1.
1 1033 212 0.01 0.01 0.01 2. 1 2233 452 0.00 0.00 0.00 1.
1 1036 213 0.01 0.01 0.01 2. 1 2236 453 0.00 0.00 0.00 1.
1 1039 214 0.01 0.01 0.01 2. • 1 2239 454 0.00 0.00 0.00 1.
1 1042 215 0.01 0.01 0.01 2. 1 2242 455 0.00 0.00 0.00 I.
1 1045 216 0.02 0.01 0.01 2. 1 2245 456 0.00 0.00 0.00 1.
1 1048 217 0.02 0.01 0.01 2. • 1 2248 457 0.00 0.00 0.00 ].
1 1051 210 0.02 0.01 0.01 2. • 1 2251 458 0.00 0.00 D.00 1.
1 1054 219 0.02 0.01 0.01 2. • 1 2254 459 0.00 0.00 0.00 1.
1 1057 220 0.02 0.01 0.01 2. 1 2257 460 D.DD D.00 0.00 1.
1 1100 221 0.02 0.01 0.01 2. 1 2300 461 0.00 0.00 0.00 1.
1 1103 222 0.02 0.01 0.01 3. • 1 2303 462 0.00 0.00 0.00 1.
1 1106 223 0.02 0.01 0.01 3. • 1 2306 463 0.0D 0.00 0.00 1.
1 1109 224 0.02 0.01 0.01 3. 1 2309 464 0.00 0.00 0.00 1.
1 1112 225 0.02 0.01 0.01 3. 1 2312 465 0.00 0.00 8.00 1.
1 1115 226 0.02 0.01 0.01 3. • 1 2315 466 0.00 0.00 0.00 1.
1 1118 227 0.02 0.01 0.01 3. 1 2318 467 0.00 0.00 0.00 1.
1 1121 228 0.02 0.01 0.01 3. 1 2321 466 0.00 0.00 0.00 1.
1 1124 229 0.02 0.01 0.01 4. " 1 2324 469 0.00 0.00 0.0D 1.
1 1127 230 0.03 0.01 0.01 4. 1 2329 470 0.00 0.00 0.00 1.
1 1130 231 0.03 0.01 0.01 4. 1 2330 471 0.00 0.00 0.00 1.
1 1133 232 0.04 0.02 0.02 5. 1 2333 472 0.00 0.00 0.00 1.
1 1136 233 0.04 0.02 0.02 5. • 1 2336 493 0.00 0.00 0.00 1.
1 1139 234 0.06 0.03 0.03 6. • 1 2339 474 0.00 0.00 0.00 ].
1 1142 235 0.06 0.03 0.03 1. 1 2342 475 0.00 0.00 0.00 1.
1 1145 236 0.08 0.03 0.04 8. 1 2345 476 0.00 0.00 0.00 I.
1 1148 237 0.08 0.03 DA4 10. 1 2348 477 0.00 0.00 0.00 1.
1 1151 238 0.10 0.04 0.06 12. 1 2351 478 0.00 0.00 0.00 1.
1 1154 239 0.10 0.04 0.06 15. 1 2354 479 0.00 0.00 0.00 1.
1 1157 240 0.19 0.07 0.12 I8. • 1 2357 480 0.00 O.OD 0.00 1.
......I--.......I--....I--.•............u...e..e.......................................................................
TOTAL RAINFALL - 4.50, TOTAL LASS 1.86, TOTAL EXCESS 2.64
PEAK FLAM TIME MAXIMUM AVERAGE F"
6-ER 24-HR 12-HR 23.95-HR
(CPS) (MR)
(CFS)
44. 12.20 1. 2. 2. 2.
(INCHES) 2.135 2.628 2.620 2.628
(AC-FT) 4. 4. 4. 4.
CUMULATIVE AREA - 0.03 SQ HI
... ... ... ... ... ... ... ... ... ... ... •.. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
..............
78 KK Out,
Ouctall [o Creek
80 KO OUTPUT CONTROL VARIABLES
IPRNT 0 PRINT CONTROL
(PLOT 0 PLOT CONTROL
QSCAL 0. MYOROGRAPH PLOT SCALE
IPNCH 0 PENCE COMPUTED HYOROGRAPH
IC, 22 SAVE HYDROCRAPH ON THIS UNIT
ISAVI I FIRST ORDINATE PUNCHED OR SAVED
IS.4V2 480 LAST ORDINATE PUNCHED OR SAVED
TIMIM' 0.050 TIME INTERVAL IN HOURS

2 Year-Existing Conditions 16
01 HC HYDROGRAPH COMBINATION
ICOHP 2 NUMBER OF HYDROGRAPHS TO COMBINE
•e.....................................-............................................ .................................•.••.•..••.
HYDROGRAPH AT STATION Out
SUM OF 2 HYDROGRAPHS
........................•e........................... •.......................................................................
DA MON HR104 ORD FWI • DA MON HBM4 ORD FLOW DA MON HRMN ORD FUH DA MON HRMN ORD FUMY
1 0000 1 0. • 1 0600 121 0. 1 1200 241 25. 1 1800 361 3.
1 0003 2 0. 1 0603 122 0. ' 1 1203 242 31. 1 1803 362 3.
1 0006 3 0. • 1 0606 123 0. ' 1 1206 243 42. 1 1806 363 3.
1 0009 4 0. • 1 0609 124 0. • 1 1209 244 51. 1 1809 364 3.
1 0012 5 0. 1 0612 125 0. 1 1212 245 58. 1 1812 365 3.
1 0015 6 0. 1 0615 126 0. • 1 1215 246 60. 1 1815 366 3.
1 0018 l 0. 1 0618 127 0. • 1 1218 247 61. 1 1818 367 3.
1 0021 8 0. • 1 0621 128 0. ` 1 1221 248 61. 1 1821 360 3.
1 0024 9 0. 1 0624 129 0. ` 1 1224 249 60. 1 1024 369 3-
1 0027 10 0. 1 062I 130 G. 1 1227 250 59. 1 1027 370 3.
1 0030 11 0. 1 0630 131 0. • 1 1230 251 58. 1 1830 371 3.
1 0033 12 0. 1 0633 132 0. • 1 1233 252 56. 1 1833 372 3.
1 0036 13 0. 1 0636 133 0. • 1 1236 253 53. 1 1836 373 3.
1 0039 14 0. ` 1 0639 134 0. • 1 1239 254 50. 1 1839 374 3.
1 0042 15 0. 1 0642 135 0. 1 1242 255 48. 1 1842 375 3.
1 0045 16 0. 1 0645 136 0. • 1 1245 256 45. 1 1845 376 3.
1 0048 11 0. 1 0648 137 0. 1 1248 257 42. 1 1846 377 3.
I 0051 18 0. 1 0651 138 0. 1 1251 258 40. 1 1851 378 3.
1 0054 19 0. ' 1 0654 139 0. ` 1 1254 259 37. 1 1854 379 3.
1 0057 20 0. 1 0657 140 0. I 1257 260 35. 1 1857 390 3.
1 0100 21 0. 1 0700 141 0. ` 1 1300 261 32. 1 1900 381 3.
1 0103 22 0. ` 1 0703 142 0. 1 1303 262 30. 1 1903 382 3.
1 0106 23 0. 1 0706 143 0. 1 1306 263 28. 1 1906 383 3.
I 0109 24 0. 1 m 0109 144 0. 1 1309 264 26. 1 1909 384 3.
1 0112 25 0. 1 0712 145 0. • 1 1312 265 24. 1 1912 385 3.
1 0115 26 0. 1 0715 146 0. ' 1 1315 266 23. 1 1915 386 3.
1 0110 27 0. 1 O118 147 0. 1 1318 267 21. 1 1918 307 3.
1 0121 28 0. 1 0121 148 0. ` 1 1321 268 20. 1 1921 308 3-
1 0124 29 0. 1 0724 149 0. 1 1324 269 19. 1 1924 309 3.
1 0127 30 0. 1 0727 150 0. 1 1327 270 18. 1 1927 390 3.
I 0130 31 0. 1 0730 151 0. 1 1330 271 17. 1 1930 391 3.
I 0133 32 0. • 1 0733 152 0. ' 1 1333 272 16. 1 1933 392 3.
1 0136 33 0. 1 0736 153 0. 1 1336 273 15. 1 1936 393 3.
1 0139 34 0. 1 0739 154 0. 1 1339 274 15. 1 1939 394 3.
1 0142 35 0. 1 0742 155 0. 1 1342 275 14. 1 1942 395 3.
1 0145 36 0. 1 0745 156 0. 1 1345 276 13. 1 1945 396 3.
1 0148 37 0. 1 0148 157 0. • 1 134E 277 13. 1 1948 397 3.
1 0151 30 0. • 1 0151 150 0. 1 1351 270 12. 1 1951 398 3.
1 0154 39 0. 1 0154 159 0. 1 1354 299 12. 1 1954 399 3.
1 0157 40 0. 1 0757 160 0. • 1 1357 290 11. 1 1957 400 3.
1 0200 41 0. ' 1 0800 161 0. • 1 1400 281 11. 1 2000 401 3.
1 0203 42 0. 1 0803 162 0. • 1 1403 292 11. 1 2003 402 3.
1 0206 43 0. 1 0806 163 0. 1 1406 283 10. I 2006 403 3.
1 0209 44 0. 1 0809 164 0. 1 1409 284 10. 1 2009 404 3.
1 0212 45 0. 1 0812 165 0. 1 1412 285 10. - 1 201E 405 3.
1 0215 46 0. 1 0815 166 0. 1 1415 286 10. 1 2015 406 3.
1 0219 47 0. ' 1 081E 16 0. • 1 1418 287 9. 1 201E 401 3.
1 0221 48 0. 1 0821 168 0. 1 1421 288 9. 1 2021 400 3.
1 0224 49 0. 1 0824 169 0. 1 1424 299 9. 1 2024 409 3.
1 0227 50 0. 1 0827 170 0. 1 1427 29G 9. 1 2021 410 3.
1 0230 51 0. 1 0830 111 0. 1 1430 291 9. 1 2030- 411 3.
1 0233 52 0. 1 0833 Ill 0. 1 1433 292 9. 1 2033 412 3.
1 0236 53 0. ' 1 0836 Ili 0. 1 1436 293 B. 1 2036 413 3.
1 0239 54 0. 1 0939 174 1. 1 1439 294 8. I 2039 414 3.
1 0242 55 0. 1 0042 175 1. 1 1442 295 B. 1 2042 415 3.
1 0245 56 0. 1 O845 176 1. • 1 1445 296 8. 1 2045 416 3.
1 0248 57 0. 1 0848 Ill 1. 1 1448 297 8. 1 2040 417 3.
1 0251 58 0. 1 0851 Ile 1. 1 1451 298 8. 1 2051 418 3.
1 0254 59 0. 1 0854 179 1. 1 1454 299 8. 1 2054 419 3.
1 0257 60 0. 1 OBSI 180 1. 1 1457 300 1. 1 2057 420 3.
1 0300 61 0. 1 0900 181 1. 1 1500 301 1. 1 2100 421 3.
1 W03 62 0. 1 0903 182 1. 1 1503 302 1. 1 2103 422 3.
1 0306 63 0. 1 0906 183 1. 1 1506 303 V. 1 2106 423 3.
1 0309 64 0. 1 0909 184 1. • 1 1509 304 1. 1 2109 424 3.
1 0312 65 0. 1 0912 185 1. 1 1512 305 1. 1 212 425 3.
1 0315 66 0. 1 0915 186 1. ' 1 1515 306 1. 1 2115 426 3.
1 3318 61 0. 1 0918 IBl 1. 1 1518 307 1. 1 2118 427 3.
1 0321 6B 0. 1 0921 188 1. 1 1521 308 1. 1 2121 428 3.
1 0324 69 0. 1 0924 189 1. 1 1524 309 1. 1 2124 129 J.
1 0327 10 0. l 0927 190 I. 1 1527 310 6. 2127 430 3.
I 0330 11 0. 1 0930 191 1. 1 1530 311 6. 1 2130 431 3.
1 0333 92 D. 1 0933 192 1. 1 1533 112 6. 1 2133 432 3.
1 0336 73 D. 1 0936 1" 1. ' 1 1536 313 6. 1 2136 433 3.
1 0339 74 0. 1 093a 194 1. 1 1539 314 1 2139 434 3.
1 0342 75 0. 1 0942 195 1. 1 1542 315 6. i 2142 435 3.
1 0345 76 0. 1 0945 196 1. 1 1545 316 1 2145 436 3.
1 0340 11 0. 1 0948 197 1. 1 1548 317 i. 1 2148 437 3.
1 0351 le 0. 1 0951 198 1. 1 1551 318 6. 2151 438 3.
1 0354 19 0. 1 0951 194 1. 1 15`_4 319 6. 2154 439 3.
1 0357 80 G. 1 095, 200 1. 1 1551 320 5. 1 2157 440 3.

2 Year-Existing Conditions 17
1 0400 BL 0. • 1 1000 201 2. • 1 1600 321 5. ' ] 2200 441 3.
1 010] 82 0. • 1 ]00] 202 2. • 1 1603 322 5. 1 2203 442 J.
1 0406 83 0. 1 1006 203 2. • 1 1606 323 5. ' 1 2206 413 3.
1 0409 84 0. 1 1009 204 2. • 1 1609 324 5. • 1 2209 444 3.
1 0412 85 0. 1 1012 205 2. • 1 1612 325 5. 1 2212 445 2.
1 0415 86 0. 1 1015 206 2. • 1 1615 326 5. • 1 2215 446 2.
1 0418 87 0. 1 1018 202 2. • 1 1618 323 5. • 1 2218 449 2.
1 0421 88 0. • 1 1021 208 2. • 1 1621 328 S. • 1 2221 448 2.
1 0424 89 0. 1 1024 209 2. • 1 1624 329 5. • 1 2224 449 2.
1 0427 90 0. 1 1027 210 2. • 1 1627 330 5. • 1 2221 450 2.
1 0430 91 0. • 1 1030 211 2. ` 1 1630 331 5. • 1 2230 451 2.
1 0433 92 0. • 1 1033 212 2. • 1 1633 332 5. • l 2233 452 2.
1 0436 93 0. • 1 1036 213 2. • 1 1636 333 4. • 1 2236 453 2.
1 0439 94 0. 1 1039 214 2. • 1 1639 334 4. 1 2239 454 2.
1 0442 95 0. • 1 1042 215 3. • 1 1642 335 4. • 1 2242 455 2.
1 0445 96 0. 1 1045 216 3. • 1 1645 336 4. • l 2245 456 2.
1 0448 97 0. 1 1048 217 3. • 1 1648 332 4. l 2248 453 2.
1 0451 98 0. • 1 1051 218 3. • 1 1651 338 4. 1 2251 458 2.
1 0454 99 0. 1 1054 219 3. • 1 1654 339 4. • 1 2254 459 2.
1 0457 100 0. • l 1057 220 3. . 1 1653 340 4. 1 2252 460 2.
1 0500 101 0. • 1 1100 221 3. • 1 1200 341 4. • 1 2300 461 2.
1 0503 102 G. 1 1103 222 3. • 1 1203 342 4. 1 2303 462 2.
1 0506 103 0. • 1 II06 223 3. . 1 1206 343 4. 1 2306 463 2.
1 0509 104 0. • 1 1109 224 4. • 1 1709 344 4. • 1 2309 464 2.
1 0512 105 0. • 1 1112 225 4. . 1 1212 345 4. • 1 2312 465 2.
1 0515 106 0. • 1 1115 226 4. * 1 1715 346 4. ' 1 2315 466 2.
1 0518 107 0. 1 1118 229 4. ' 1 1318 343 4. 1 2318 467 2.
1 0521 108 0. 1 1121 228 4. 1 1721 348 4. 1 2321 468 2.
1 0524 109 0. 1 1124 229 5. • 1 1324 349 4. ' 1 2324 469 2.
1 0523 110 0. ' 1 1122 230 5. • 1 1327 350 4. 1 2323 430 2.
1 0530 111 0. • 1 1130 231 5. ' I 1730 351 4. 1 2330 471 2.
1 0533 112 0. 1 1133 232 6. • 1 1733 352 4. 1 2333 422 2.
1 0536 113 0. • 1 1136 233 6. 1 1736 353 4. • 1 2336 423 2.
1 0539 114 0. 1 1139 234 2. • 1 1339 354 4. • 1 2339 434 2.
1 0542 115 0. 1 1142 235 8. • 1 1742 355 4. 1 2342 475 2.
1 0545 116 0. • 1 1145 236 10. • 1 1745 356 4. 1 2345 436 2.
1 0540 113 0. 1 1149 237 12. • 1 1748 357 4. • 1 2348 473 2.
1 0551 Ile 0. 1 1151 238 14. 1 1351 358 4. • 1 2351 478 2.
1 0554 119 D. 1 1154 239 16. 1 1254 359 3. 1 2354 479 2.
1 0552 120 0. 1 1153 240 20. 1 1757 360 3. • 1 2352 480 2.
...e•e.u.•u...........................r............. ............a«..u....u.e.uu...........u....u.......................
PEAK FLOW TIME MAXI HIM AVERAGE FI
6-HR 24-HR 32-HR 23.95-HR
(CPS) (HR)
)CFS)
61. 12.30 :16. S. 5. 5.
(INCHES) 2.293 2.872 2.872 2.832
(AC-FT) 8. 10. 10. 10.
CUMULATIVE AREA 0.06 SO MI

2 Year - Existing Conditions 18
RUNOFF SUMMARY
FLOV IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIMd OF AVERAGE FIRM FOR MAX IMAM PERIOD BASIN MAXIMUM TINE OF
OPERATION STATION FLOM PEAK AREA STAGE MAX STAGE
6-HOUR 24-HOUR 72-HOUR
HYDRWMPH AT
804 46. 12.40 10. 3. 3. 0.03
ROUTED TO
POND 36. 12.60 9. 3. 3. 0.03
95.49 12.60
HYDROGRAPH AT
200 44. 12.20 7. 2. 2. 0.03
2 COMBINED AT
Out 61. 12.30 16. 5. 5. 0.06
^• NOW END OF NEC-1 ^.

10 Year -Existing Conditions 2
HECI SIN: 1343001909 HMVersion: 6.33 Data File: C:\TEMP\-Vbbl910.TMP
............................... .r.........I...... •..•......
' FLOOD NYDROGRAPN PACKAGE (NEC-1) ' ` U.S. ARMY CORPS OF ENGINEERS `
• MAY 1991 • • HYDROLOGIC ENGINEERING CENTER
' VERSION 4.0.1E • • 609 SECOND STREET '
+ ' ' DAVIS, CALIFORNIA 95616 '
+ RUN DATE 11/10/1998 TIME 17:08:16 ' ' (916) 756-I104 '
•.............«u...««e`e+u+r..u.... u.....................................
K K XXXXUX KXXXX K
A A X A A XX
A X X A X
XAAAAAX AAAA A XAAAX X
A X A X X
X A X A X A
A X XXXXXXA XAXXA AXX
...........................................
...........................................
...........................................
...........................................
... Full Microconputer Inplenentation ...
by
... Haestad Methods, Inc. ...
37 Brookside Road ` Waterbury, Connecticut 06708 ` (203) 755-166E
THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF NEC-1 KNOWN AS HECI (]AN 73), IIECIGS, IIEC_03, AND HECIAY.
THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- NAVE CHANGED FROM THOSE USED WITH THE 1i13-STYLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEF 81. THIS IS PHE FOATRANTI VERSION
NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE SAGE FREQUENCY,
DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LASS RATE:GREEN AND MIT INFILTRF710N
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALOORITHM

10 Year-Existing Conditions 3
HEC-1 INPUT PAGE 1
LINE 10.......1.......2.......3.......4.......5.......6.......7.......0.......9......10
1 ID 10 Year Existing Conditions
2 IT 3 480
3 10 0 0
4 KK 004
5 KN Site Drainage
6 KO 22
g BA 0.0322
8 PB 2.0
9 IN 6
10 PC 0.0000 0.00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00800 0.00900
11 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01900 0.01900
12 PC 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02848 0.02961
13 PC 0.0308 0.03191 0.03308 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
14 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05388 0.05531
15 PC 0.0563 0.05821 0.05968 0.06117 0.06267 0.06419 0.06572 0.06723 0.06883 0.07041
16 PC 0.0720 0.07363 0.07530 0.07703 0.07000 0.00063 0.00250 0.08443 0.08640 0.00043
10 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
18 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206
19 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416
20 PC 0.1890 0.19402 0.19928 0.20470 0.21052 0.21650 0.22272 0.22918 0.23588 0.24282
21 PC 0.2500 0.2576 0.26644 0.27604 0.28656 0.29800 0.31430 0.33940 047330 0.41600
22 PC 0.5000 0.58400 0.62670 0.66060 0.60570 0.70200 0.71344 0.92396 0.73356 OJ4224
23 PC 0.7500 0.75718 0.76412 0.77082 0.33328 0.79350 0.78948 0.79522 0.80072 0.80598
24 M 0.8110 0.91594 0.82051 0.82518 0.82968 0.83406 0.83033 0.84248 0.84652 0.85044
25 PC 0.8543 0.85794 0.86152 0.86498 0.96833 0.87156 0.87468 0.83368 0.88057 0.88334
26 PC 0.8860 0.88850 0.89110 0.89358 0.89600 0.89838 0.90070 0.90298 0.90520 0.90738
27 PC 0.9095 0.91158 0.91360 0.91550 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
28 PC 0.9260 0.92959 0.93117 0.93273 0.93420 0.93581 0.93733 0.93883 0.94032 0.94119
29 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
30 PC 0.9530 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96502 0.96704 0.96024
31 PC 0.9694 0.97062 0.93179 0.97295 0.97410 0.97523 0.97636 0.93347 0.9)858 0.93967
32 PC 0.9808 0.98182 0.98288 0.99392 0.98496 0.98598 0.98700 0.98000 0.9B899 0.90997
33 PC 0.9909 0.99189 0.99294 0.99333 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
34 FC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
35 LS 93
36 DD 0.34
31 KK POND
38 " Existing Detention Pond
39 KO 22
40 RS I ELEV 94
41 SA 1.12 1.30 1.49 1.58 1.68 1.82 1.95
42 SE 94 94.5 95 95.5 96 96.5 93
43 SQ 0 1 0.6 2.1 36.4 93.2 179.3 290
44 SE 94 94.5 95 95.5 96 96.5 93
45 KK 200
46 KH FC-200 Basin
43 KO 22
48 BA 0.0319
49 PB ).0
50 IN 6
51 PC 0.0000 0.00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00800 0.00900
52 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01800 0.01900

10 Year-Existing Conditions 4
NEC-1 INPUT PAGE 2
LINE 10.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
53 PC 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0-02849 0.02961
54 PC 0.0308 0.03191 0.03308 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
55 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05388 0.05531
56 PC 0.0563 0.05821 0.05968 0.06117 0.06267 0.06419 0.06572 0.06727 0.06093 0.03041
53 PC 0.0320 0.07363 0.07530 0.03303 0.07880 0.00063 0.08250 0.08443 0.08640 0.08843
50 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
59 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12044 0.13167 0.13502 0.13848 0.14206
60 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17402 0.17943 0.19416
61 PC 0.1890 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22918 0.23500 0.24282
62 PC 0.2500 0.25336 0.26644 0.27604 0.28656 0.29000 0.31430 0.33940 0.37330 0.41600
63 PC 0.5000 0.58400 0.62670 0.66060 0.68570 0.70200 0.71344 0.72396 0.73356 0.74224
64 PC 0.3500 0.75918 0.76412 0.33082 0.37728 0.78350 0.78948 0.79522 0.80072 0.00590
65 PC 0.8110 0.81584 0.82057 0.82518 0.02968 0.83406 0.83833 0.94248 0.84652 0.85044
66 PC 0.8543 0.85794 0.86152 0.86498 0.66033 0.07156 0.87468 0.83368 0.88057 0.80334
63 PC 0.8860 0.80858 0.89110 0.89358 0.89600 0.89838 0.90070 0.90293 0.90520 0.90739
66 PC 0.9095 0.91158 0.91360 0.91558 0.91950 0.91938 0.92120 0.92296 0.92470 0-92638
69 PC 0.9280 0.92959 0.93117 0.93273 0.93428 0.93581 0.93733 0.93883 0.94032 0.94139
30 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
tl PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824
32 PC U.9694 0.97062 0.97119 0.97295 0.97410 0.97523 0.97636 0.97740 0.97958 0.93963
33 PC 0.9808 0.98182 0.98288 0.98392 0.98496 0.98598 0.98700 0.98800 0.98095 0.90997
34 PC 0.9909 0.99199 0.99284 0.99377 0.99430 0.99561 0.99651 0.99740 0.99028 0.99914
75 PC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
36 S 82
n m 0.17
38 KK Out
39 KM Outtall to Creek
80 KO 22
Al NC 2
82 EE

10 Year- Existing Conditions 5
HEC1 SIN: 1343001909 IDNersion: 6.33 Data File: C:\TEMP\-e6A1910.TMP
.....••••...............................• .•e«........... ..•..••.•. ...........
• FLOOD HYDROGRAPH PACKAGE (NEC-1) • U.S. ARMY CORPS OF ENGINEERS
• NAT 1991 • HYDROLOGIC ENGINEERING CENTER
• VERSION 4.0.1E . • 609 SECOND STREET
• • DAVIS, CALIFORNIA 95616
• RUN DATE 11/10/I99B TINE 1]:08:16 • • [phone]
•e.u........... ...... .uu.....u.•.«...•...•..••u•......•
10 Year Existing C..di tione
3 TO OUTPUT CONTROL VARIABLES
IPRNT o PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL n. HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
MIN 3 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
1TIME 0000 STARTING TIME
NO 480 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 1 0 ENDING DATE
NDTIME 2357 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL 0.05 HOURS
TOTAL TIME BASE 23.95 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH, ELEVATION FEET
FI CUBIC FEET PER SECOND
STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
... ... ... ... ... ... ..e ... ... ... ... ... ... ... ... ... ... ... ... .:. :.. ... •.. ... ... ... ... ... ... ... ... ...
4 KK 804
..............
Site Drainage
6 KO OUTPUT CONTROL VARIABLES
IPRNT 0 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PIOT SCALE
PPNCH 0 PUNCH COMPUTED HYDROGRAPH
TOUT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAVI 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 460 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME IMERVAL IN HOURS
9 IN TIME DATA FOR INPUT TIME SERIES
JKMIN 6 TIME IMERVAL IN MINUTES
JXDATE 1 0 STARTING DATE
J%T1ME D STARTING TIME
SUBBASIN RUNOFF DATA
] BA SUBBASIN CHARACTERISTICS
TARES 0.03 SUBBASIN AREA
PRECIPITATION DATA
8 PH STORM 7.00 BASIN TOTAL PRECIPITATION
10 PI INCREMENTAL PRECIPITATION PATTERN
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 a.00 0.00 0.a a 0.0a 0.0a 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 a.00
a.00 0.00 a.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0o 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.Do 0.00 0.00
0.00 D.00 0.00 0.00 0.0n 0.00 0.00 0.00 0.00 0.00
0.00 1.0D 0.00 0.00 0.a0 0.00 0.00 0.00 0.00 0.00
0.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 a." 0.00 D.aD 0.00 0.00 o.00 0.00 o.ao 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

10 Year - Existing Conditions 6'
0.on e.ao 0.a0 0.on e.00 o.ao 0.00 0.00 0.oa 0.00
0.00 a.oa o.ao 0.00 0.00 0.00 a.0a o:oo u.o0 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.10 0.10 0.00 1.0' 0.00 a.oe 0.a0 a.0a 0.00 a.0a
e.on 0.00 0.00 0.0o D.oa o.Do 0.00 0.00 0.00 a.aD
o.oe 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.10
1.00 0.00 0.00 a 00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 1-Do 0.Do 0.00 0.00 0.00 0.00 0.Eo o.o0 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 a.00
a.00 0.01 0.00 0.00 0.00 0.ao 0.00 0.00 0.00 0.00
0.0o o.0a 0.ao 0.00 0.00 0.00 a 01 0.01 0.01 0.01
0.01 a.01 0.01 0.01 0.02 0.02 0.02 0.02 0.04 1.01
0.04 0.04 0.02 0.02 0.02 0.02 0.01 0.01 0.01 O.al
0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 1.010 a.aa 0.u0 0.00 a.o0 0.00 o.aa 0.00
0.00 e.00 0.00 a.0a O.00 0.00 0.00 0.00 a.00 0.00
0.00 0.00 0.00 0.00 0.no 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.Do 0.00 0.00
0.00 a.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.a0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.00 0.10 0.00 0.01 0.00 0.01 0.00 0.00 1.10 0.00
0.00 O.ao O.00 0.00 0.00 0.00 0.00 0.00 0.00 0.a0
0.00 0.00 0.00 0.00 O.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0
.1
0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 -
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 a.O0 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.11 0.01 0.10 1.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.o0 0.00 0.0D 0.0D
0.00 0.00 0.00 0.00 0.00 0.00 0.00 a.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
35 LS SCS LOSS RATE
STRTL 0.15 INITIAL ABSTRACTION
CRMBR 93.00 CURVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
36 UO SCS DIMENSIONLESS VNITGMPH
T LAG 0.34 LAG
UNIT MYOROGRAPII
36 ENO-OF-PERI00 OROMATES
2. 1. 14. 24. 34. 40. 42. 42. 39, 34.
29. 22. 17. 14. ll. 9. 1. 6. 5. 4.
3. 2. 2. 1. 1. 1. 1- 1. 0. 0.
0. 0. U. 0. 0. 0.
.....................................................................................................................
HYOROGMPH AT STATION 804
...................................................................................................................................
OA MON HRMN ORD RAIN LOSS EXCESS COMP Q OA MON MRMN ORD MIN Ig55 EXCESS COMP 0
1 0000 1 0.00 0.00 0.00 0. 1 1200 241 0.29 0.01 0.28 31.
1 0003 2 0.00 D.00 0.00 0. 1 1203 242 0.29 0.0: 0.28 37.
1 0006 3 0.00 0.00 0.00 0. 1 1206 243 0.29 0.01 0.29 45.
1 0D09 4 0.00 O.OD 0.00 0. • 1 1209 244 0.15 0.00 0.15 53.
1 0012 5 0-00 0.00 0.00 0. ' 1 1212 245 0.15 0.00 0.15 61.
1 0015 6 0.00 0.00 0.00 0. • 1 1215 246 0.12 0-00 0.12 68.
1 Dole 1 0.00 0.00 0.00 0. 1 1219 247 0.12 0.00 0.12 72.
1 OD21 0 O.oa 0.00 0.00 0. 1 1221 248 0.09 0.00 0.09 75.
1 0024 9 0.00 0.00 0.00 0. 1 1224 249 0.09 0.00 0.09 74.
1 0027 10 0.00 0.00 0.00 0. 1 1221 250 0.06 0.00 0.06 32.
1 0030 11 0.00 0.00 0.00 0. 1 1230 251 0.06 0.00 0.06 66.
1 U033 12 0.00 0.00 0.00 0. 1 1233 252 0.04 0.00 0.04 64.
1 0036 13 0.00 0.00 0.00 0. ' 1 1236 253 0.04 0.00 0.04 58.
1 0039 14 0.00 0.00 0.00 a. 1 1239 254 0.04 0.00 0.04 52.
1 0042 15 0.a0 O.OD 0.00 a. 1 1242 255 0.04 0.DO 0.04 43.
1 0045 16 0.00 0.00 0.00 0- 1 1245 256 0-03 0.00 0.03 42.
1 0048 Il 0.00 0.00 0.00 D. • 1 1248 257 D.03 0.00 0.03 39.
1 0051 18 0.00 0.00 0.00 0. 1 1251 258 0.03 0.00 0.03 34.
1 0054 19 0.00 0.00 0.00 0. 1 1254 259 0.03 0.00 0.03 30.
1 0057 20 0.00 0.00 0.00 O. 1 1253 260 0.03 0.01 O.D3 20.
1 Dlo0 21 0.00 0.00 0.00 0. 1 1300 261 0.03 0.20 O.D3 24.
1 0103 22 0.00 0.00 0.00 0. 1 1303 212 0.03 0.00 0.02 22.
1 0106 23 0.00 0.00 0.00 0. 1 1306 263 0.03 2.00 0.02 20.
1 0109 2n 0.00 0.00 0.00 D. I 13D9 264 0.02 0.00 0.0E 18.
1 0112 25 0.00 0.00 0.00 O. 1 1312 265 0.02 O.D3 0.02 13.
1 D115 26 0.00 0.00 O.OD 0. 1 1315 266 0.02 0.00 0.02 16.
1 011E 27 0.00 0.00 0.00 0. 1 1318 267 0.02 3.OD 0.02 15.
1 0121 20 0.Do 0.00 0.DO 0. 1 1321 26a 0.02 3.co 0.02 14.
1 0124 29 0.00 0.00 0.00 0. 1 1324 269 0.02 0.00 0.02 13.
I 0123 30 0.00 O.00 0.00 a. 1 1327 210 0.02 . 0.02 12.
1 0110 31 0.00 0.00 0.00 0. 1 1330 271 0.02 0.00 0.02 12.
1 O133 32 0.00 D.00 0.00 O. 1 1333 272 0.02 3... 0.02 11.
1 0136 33 0.00 0.00 0.00 0. I 1336 273 D.02 0.3: 0.02 11.

10 Year-Existing Conditions 7
1 0139 39 0.00 0.00 O.aO 0. • 1 1339 271 1.02 0.00 0.02 11.
1 0192 35 0.00 0.00 0.00 0. 1 IJ 12 23s 0.02 0.00 0.02 ]0.
1 0145 36 0.00 0.00 0.10 a. • 1 13+s 23fi a.02 0.00 0.02 Is.
1 0148 37
0.so 0.00 0.a0 0. • 1 1348 2n 0.02 0.00 0.02 10.
1 0151 38 0.00 0.00 0.00 a. • 1 1351 238 0.02 0.00 0.02 9.
1 0154 39 0.00 0'Do 0.10 0. ' 1 1354 239 0.02 0.00 0.02 9.
1 0157 40 0.00 O.aO 0.00 a. • 1 1353 280 0.02 1.01 0.02 9.
1 0200 41 0.00 0.00 0.00 0. • 1 1400 2B1 0.02 0.00 0.02 9.
1 0203 42 0.00 0.00 0.00 0. ' 1 1403 282 0.02 0.00 0.02 8.
1 0206 43 0.00 0.00 0.00 0. • 1 1406 283 0.02 0.00 0.02 8.
1 0209 4+ 0.00 0.00 0.00 0. ' 1 1409 294 0.02 0.00 0.02 8.
1 0212 45 0.00 0.00 0.00 0. • 1 1412 285 0.02 0.00 0.02 8.
1 0215 46 0.00 0.00 0.00 0. • 1 1415 286 0.02 0.00 0.02 8.
1 0218 47 0.00 0.00 0.00 0. • 1 1418 283 0.02 0.00 0.02 8.
1 0221 48 OAD 0.00 0.00 0. 1 1421 289 0.02 0.00 0.02 3.
I 0224 49 0.00 0.00 GAG 0. ` 1 1424 289 0.02 0.00 0.02 3.
1 0229 50 0.00 0.00 0.00 0. • 1 1420 290 0.02 0.00 0.02 3.
1 0230 51 0.00 0.00 a.a0 0. 1 1430 291 0.02 0.00 0.02 7.
1 0233 52 0.00 0.00 0.00 0. ` 1 1433 292 0.01 0.00 0.01 3.
I 0236 53 0.00 0.00 0.00 0. ` 1 1436 293 0.01 0.00 0.01 3.
1 0239 5+ 0.00 0.00 0.00 0. • 1 1439 294 0.01 0.00 0.01 3.
1 0242 55 0.00 0.00 0.00 0. • 1 1442 295 0.01 0.00 0.01 3.
1 0245 56 0.00 0.00 0.00 0. ' 1 1445 296 0.01 0.00 0.01 9.
1 0248 53 0.00 0.00 0.00 0. • 1 1449 293 0.01 0.00 0.01 6.
1 0251 58 0.00 0.00 0.00 0. ' 1 1451 298 0.01 0.00 0.01 6.
1 0254 59 0.00 0.03 0.00 0. 1 1454 299 0.01 0.00 0.01 6.
1 0257 60 0.00 0.00 0.00 0. 1 1459 300 0.01 0.00 0.01 6.
1 0300 61 0.00 0.00 0.00 0. ' 1 1500 301 0.01 0.00 0.01 6.
1 0303 62 0.00 0.00 0.00 0. ' 1 1503 302 0.01 0.00 0.01 6.
1 0306 63 0.00 0.00 0.00 0. • 1 1506 303 0.01 0.00 0.01 6.
1 0309 64 0.00 0.00 0.00 0. ' 1 1509 304 0.01 0.00 0.01 6.
1 0312 65 0.00 0.00 0.00 0. ' 1 1512 305 0.01 0.00 0.01 6.
1 0315 66 0.00 0.00 0.00 0. ` 1 1515 306 0.01 0.00 0.01 6.
1 0318 61 0.00 0.00 0.00 0. ` 1 1518 307 0.01 OAD O.DI 6.
1 0321 68 0.00 3.00 0.00 0. ` 1 1521 308 0.01 0.00 0.01 6.
1 0324 69 0.00 0.00 0.00 0. 1 1524 309 0.01 0.0D 0.01 S.
1 0327 3D 0.00 0.00 0.00 0. 1 1527 310 0.01 0.00 0.01 5.
1 0330 31 0.00 0.00 0.00 0. 1 1530 311 0.01 0.00 0.01 5.
1 0333 12 0.00 0.00 0.00 0. ` 1 1533 312 0.01 0.00 0.01 5.
1 0336 13 0.00 0.00 0.00 0. I 1536 313 0.01 D.DO 0.01 5.
1 0339 34 0.00 0.00 0.00 0. ' 1 1539 314 0.01 0.00 0.01 5.
1 0342 95 0.00 0.00 0.00 0. ' 1 1542 315 0.01 0.00 0.01 5.
1 0345 16 0.00 0.00 0.00 0. ` 1 1545 316 O.DI OAD 0.01 S.
1 0348 31 0.00 0.00 0.00 0. • 1 1540 330 0.01 0.00 0.01 5.
1 0351 18 0.00 0.00 0.00 0. 1 1551 318 0.01 OAO 0.01 S.
1 0354 19 0.00 0.00 0.00 0. ' 1 1554 319 0.01 0.00 0.01 5.
1 0157 80 0.00 0.00 0.00 0. I 1557 320 0.01 0.00 0.01 S.
1 0400 81 0.00 MO 0.00 0. 1 1600 321 0.01 0.00 0.01 +.
1 0403 82 0.00 0.00 0.00 0. ` 1 1603 322 0.01 0.00 0.01 4.
1 0406 83 0.00 0.00 0.00 0. 1 1606 323 0.01 0.00 0.01 +.
1 0409 94 0.00 0.00 0.00 0. 1 1609 324 0.01 0.00 0.01 +.
1 0412 85 0.00 OAD 0.00 0. ` 1 1612 325 0.01 0.00 0.01 4.
1 0415 86 0.00 0.00 0.00 1. 1 1615 326 0.01 0.00 0.01 4.
1 0418 81 0.00 0.00 0.00 1. * 1 1618 327 0.01 0.00 0.01 +.
1 0421 88 0.00 0.00 0.00 1. ' 1 1621 328 0.01 0.00 0.01 +.
1 0424 89 0.00 0.00 0.0D 1. 1 1624 329 0.01 0.00 0.01 4.
1 0431 90 0.00 0.00 OAO 1. ` 1 1621 330 0.01 0.00 0.01 4.
1 0430 91 0.00 0.00 0.00 1. • 1 1630 331 0.01 D.DO 0.01 4.
1 0433 92 0.00 0.00 O.OD 1. 1 1633 332 0.01 0.00 0.01 4.
1 0436 93 0.00 0.00 0.00 1. 1 1636 333 0.01 0.00 0.01 4.
1 0439 94 0.00 O.DO E00 1. 1 109 334 0.01 0.00 0.01 +.
1 0442 95 0.00 0.00 0.00 1. • 1 1642 335 0.01 0.00 0.01 4.
1 0445 96 0.00 0.00 0.00 1. ' 1 1645 336 0.01 0.00 0.01 4.
1 0448 91 0.00 0.00 0.00 1. 1 1648 337 0.01 0.00 0.01 4.
1 0451 98 0.01 0.00 0.00 1. 1 1651 338 D.01 0.00 0.01 3.
1 0454 99 0.01 0.00 0.00 1. 1 1654 339 0.01 0.00 0.01 3.
1 0457 100 0.00 0.00 0.00 1. 1 1653 340 0.01 0.00 D.01 3.
1 0500 101 0.00 0.00 0.00 1. • 1 1700 341 0.01 0.00 0.01 3.
1 0503 102 0.01 0.00 0.00 1. 1 1703 342 0.01 0.00 D.01 3.
1 0506 103 0.01 0.00 0.00 1. 1 1706 343 0.01 0.00 0.01 3.
1 0509 104 0.01 0.00 0.00 1_ 1 1309 344 0.01 0.00 0.01 3.
1 0512 105 0.01 0.00 0.00 1_ ` 1 1712 345 0.01 0.00 0.01 3.
1 0515 106 0.01 0.00 0.00 1. 1 1315 346 0.01 0.00 0.01 3.
1 0518 107 0.01 0.00 0.00 1. 1 1318 347 0.01 0.00 0.01 3.
1 0521 108 0.01 0.00 0.00 1. 1 1721 348 0.01 0.00 0.01 3.
1 0524 109 0.01 OAD 0.00 I. ' 1 1724 349 0.91 0.00 0.01 J.
1 0527 110 0.01 0.00 0.00 1. 1 1723 350 0.01 0.00 0.01 3.
1 - 053D 111 0.01 0.00 0.00 1. 1 1730 351 0.01 0.00 0.01 J.
1 0533 Ill 0.01 0.00 0.00 1. 1 1733 352 0.01 0.00 0.01 3.
1 0536 113 0.01 0.00 OA0 1. 1 1736 353 0.01 0.00 0.0 1 3.
1 0539 114 0.01 0.00 OAD I. • 1 1739 354 0.01 0.00 0.01 3.
1 0542 115 0.01 0.00 0.00 1. • 1 1742 355 0.01 0.00 O.DI 3.
1 0545 116 0.01 0.00 OAU I. 1 1745 356 0.01 0.00 0.01 3.
1 0548 117 0.01 0.00 0.00 1. 1 1148 353 0.01 D.00 0.01 3.
1 0551 118 0.01 0.00 0.00 1. • 1 1751 358 0.01 D.00 O.DI 3.
1 0554 119 0.01 0.00 0.00 1. 1 1754 359 0.01 0.00 0.01 3.
1 0553 120 0.01 VOO O.OD 1. 1 1757 360 0.01 OAD 0.01 3.
1 0600 121 0.01 0.00 0.00 1. 1 1900 361 0.01 0.00 0.01 3.
1 0603 122 0.01 0.00 O.DD 1. 1 1803 362 0.01 0.00 0.01 3.
1 0606 123 OA1 0.00 0.00 1. 1 1806 363 0.01 0.00 0.01 3.
1 0609 124 0.01 EDO 0.00 1. 1 1809 364 0.01 0.00 0.01 3.
1 0612 125 OA1 0.00 0.00 1. 1 1812 365 0.01 0.00 0.01 2.
1 0615 126 0.01 0.00 0.00 1. 1 1815 366 0.01 0.00 0.01 2.
1 0618 127 0.01 D.DO 0.00 1. 1 1816 367 0.01 0.00 0.01 2.
1 0621 128 0.01 OAO 0.00 1_ 1 1821 368 0.01 0.00 0.01 2.

10 Year - Existing Conditions 8
1 0624 129 0.01 0.00 0.00 1. • 1 1824 369 0.01 0.00 0.01 2.
1 0621 130 0.01 0.00 0.00 1. • 1 182) 3]0 0.1 0.01 0.01 2.
1 0630 131 0.01 0.00 0.00 1. ` 1 1830 3)1 0.01 0.00 0.01 2.
1 0633 132 0.01 0.00 0.00 1. • 1 1833 372 0.01 0.00 0.01 2.
1 0636 133 0.01 0.00 0.00 1. • 1 1836 373 0.01 0.00 0.01 2.
1 0639 134 0.01 0.00 0.00 1. • 1 1839 374 0.01 0.00 0.01 2.
1 0612 135 0.01 0.00 0.00 1. • I 1812 3]5 0.01 0.00 0.01 2.
1 0645 136 0.01 0.00 OAO 1. • 1 1845 376 0.01 0.00 0.01 2.
1 0648 137
0.01 0.00 0.01 1. • 1 1841 3]) 0.01 0.00 0.01 2.
1 0651 138 0.01 0.00 1., 2. 1 1851 379 0.01 0.00 0.01 2.
1 0654 139 0.01 0.00 0.00 2. • 1 1851 3>9 0.03 0.00 0.01 2.
1 065) 110 0.01 0.00 0.00 2. 1 185] 380 0.0] 0.00 0.01 2.
1 0]00 141 0.03 0.00 0.00 2. • 1 1900 381 0.01 0.00 0.01 2.
1 0103 142 0.01 0.00 0.00 2. • 1 1903 382 0.00 0'00 0.00 2.
1 0)06 143 0.01 0.00 0.00 2. • 1 1906 303 0.00 0.00 0.00 2.
1 0709 144 0.01 0.00 0.00 2. • 1 1909 384 0.01 0.00 0.00 2.
3 0)12 145 0.01 0,10 0,10 2. • I 1912 385 0.01 0.00 0.00 2.
1 0715 146 0.01 0.00 0.01 2. • 1 1915 386 0.00 0.00 0.00 2.
1 0710 147 0.01 0.00 0.01 2 1 1918 387 0.00 0.00 0.00 2.
1 0721 140 0.01 0.00 0.01 2. • 1 1921 300 0.00 0.00 0.00 2.
1 0724 149 0.01 0.00 0.01 2. • 1 1924 389 0.00 0.00 0.00 2.
1 0)2) 150 0.01 0.00 0.01 2. • 1 1927 390 0.00 0.00 0.00 2.
1 0730 151 0.01 0.00 0.01 2. • 1 1930 391 0.00 0.00 0.00 2.
1 0733 I52 0.01 0.00 0.01 2. • 1 1933 192 0.00 0.00 0.00 2.
1 0)36 153 0.01 0.00 0.01 2. ` 1 1936 39] 0.00 0.00 0.00 2.
1 0739 154 0.01 0.00 0.01 2. • 1 1939 394 0.00 0.00 0.00 2.
1 0]42 155 0.01 0.00 0.01 2. 1 1942 395 0.00 0.00 0.00 2.
1 0]45 156 0.01 0.00 0.01 2. • 1 1945 396 0.00 0.00 0.00 2.
1 0748 157 0.01 0.00 0.01 2. • 1 1948 397 0.00 0.00 0.00 2.
1 0751 158 0.01 0.00 0.01 2. • 1 1951 398 0.00 0.00 0.00 2.
1 0754 159 0.01 0.00 0.01 2. 1 1954 399 0.00 0.00 0.00 2.
1 0]5) 160 0.01 0.00 0.01 2. • 1 1957 400 0.00 0.00 0.00 2.
1 0800 161 0.01 0.00 0.01 2. 1 2000 401 0.00 0.00 0.00 2.
1 0803 162 0.01 0.00 0.01 2. ' 1 2003 402 0.00 0.00 0.00 2-
0
1 806 163 1.01 0.00 0.01 2. • 1 2006 403 0.00 0.00 0.00 2.
1 0009 164 0.01 0.00 0.01 2. 1 2009 404 0.00 0.00 0.00 2.
1 0812 165 0.01 0.00 0.01 3. 1 2012 405 0.00 0.00 0.00 2.
1 0815 166 0.01 0.00 0.01 3. • 1 2015 106 0.00 0.00 0.00 2.
1 0818 16) 0.01 1.00 0.01 3. • 1 2018 407 0.00 0.00 0.00 2.
1 0821 168 0.01 0.00 0.01 3. 1 2021 408 0.00 0.00 0.00 2.
1 0824 169 0.01 0.00 0.01 3. • 1 2024 409 0.00 0.00 0.00 2.
1 0827 170 0.01 0.00 0.01 3. 1 2027 410 0.00 0.00 0.00 2.
1 0830 171 0.01 0.00 0.01 3. ` 1 2030 411 0.00 0.00 0.00 2.
1 0833 172 0.01 0.00 0.01 3. • 1 2033 412 0.00 0.00 0.00 2.
1 0836 123 0.01 0.00 0.01 3. ' 1 2036 413 0.00 0.00 0.00 2.
1 0839 124 0.01 0.00 0.01 3. 1 2039 414 0.00 0.00 0.00 2.
1 0842 175 0.01 0.00 0.01 3. 1 2042 415 0.00 0.00 0.00 2.
1 0845 136 0.01 0.00 0.01 3. • 1 2045 416 0.00 0.00 0.00 2.
1 0848 172 0.01 O.i00 0.01 3. 1 2048 417 0.00 0.00 0.00 2.
1 0851 178 0.01 0.00 0.01 3. • 1 2051 418 0.00 0.00 0.00 2.
1 0954 179 0.01 0.00 0.01 3. 1 2054 419 0.00 0.00 0.00 2.
1 0857 100 0.01 0.00 0.01 3. 1 2057 420 0.00 0.00 0.00 2.
1 0900 101 0.01 0.00 0.01 4. 1 2100 421 0.00 0.00 0.00 2.
1 0903 182 0.01 0.00 0.01 4. ` 1 2103 422 0.00 0.00 0.00 2.
1 0906 103 0.01 0.00 0.01 4. • 1 2106 423 0.00 0.00 0.00 2.
1 0909 184 0.01 0.00 0.01 4. ` 1 2109 424 0.00 0.00 0.00 2.
1 0912 185 0.01 0.00 0.01 4. • 1 2112 425 0.00 0.00 0.00 2.
1 0915 186 0.01 0.00 0.01 4. 1 2115 426 0.00 0.00 0.00 2.
1 0918 187 0.01 0.00 0.01 4. 1 2118 421 0.00 0.00 0.00 2.
1 0921 188 0.01 0.00 0.01 4. • 1 2121 428 0.00 0.00 0.00 2.
1 0924 189 0.01 0.00 0.01 4. ` 1 2124 429 0.00 0.00 0.00 2.
1 0927 190 0.01 0.00 0.01 4. ` 1 2127 430 0.00 0.00 0.00 2.
1 0930 191 0.01 0.00 0.01 4. • 1 2130 431 0.00 0.00 0.00 2.
1 0933 192 0.02 0.00 0.01 4. 1 2133 432 0.00 0.00 0.00 2.
1 0936 193 0.02 0.00 4.01 5. 1 2136 433 0.00 0.00 6.a0 2.
1 0939 194 0.02 0.00 0.01 S. • 1 2139 434 0.00 0.00 0.00- 2.
1 0942 195 0.02 0.00 0.01 5. 1 2142 435 0.00 0.00 0.00 2.
1 0945 196 0.02 0.00 0.01 5. 1 2145 436 0.00 0.00 0.00 2.
1 0948 197 0.02 0.00 0.01 5. 1 2148 437 0.00 0.00 0.00 2.
1 0951 198 0.02 0.00 0.01 5. 1 2151 439 0.00 0.00 0.00 2.
1 0954 199 0.02 0.00 0.01 5. ` 1 2154 439 0.00 0.00 0.00 2.
1 0957 200 0.02 0.00 0.01 5. • 1 2151 440 0.00 0.00 0.00 2.
1 1000 201 0.02 0.00 0.01 5. 1 2200 441 0.00 0.00 0.00 2.
1 1003 202 0.02 0.00 0.01 5. ' 1 2203 442 0.00 0.00 0.00 2.
1 1006 203 0.02 0.00 0.01 5. • 1 2206 443 0.00 0.00 0.00 2.
1 1009 204 0.02 0.00 0.02 6. 1 2209 444 0:00 0.00 0.00 2.
1 1012 205 0.02 0.00 0.02 6. 1 2212 445 0.00 0.00 0.00 2.
1 1015 206 0.02 0.00 0.02 6. • 1 2215 446 0.00 0.00 0.00 2.
1 1010 207 0.02 0.00 0.02 6. 1 2210 441 0.00 0.00 0.00 2.
1 1021 209 0.02 0.00 0.02 ti. 1 2221 448 0.00 0.00 0.00 2.
1 1024 209 0.02 0.00 0.02 • 1 2224 449 0.00 0.00 0.00 2.
1 1027 210 0.02 0.00 0.02 • 1 2221 450 0.00 0.00 0.00 2.
1 1030 211 0.02 0.00 0.02 6. 1 2230 451 0.00 0.00 0.00 2.
1 1033 212 0.02 0.00 0.02 6. 1 2233 452 0.00 0.00 0.00 2.
1 1036 213 0.02 0.00 0.02 3. • 1 2236 453 0.00 0.00 0.00 2.
1 1039 214 0.02 0.00 0.02 I. 1 2239 454 0.00 0.00 0.00 2.
1 1042 215 0.02 0.00 0.02 ). 1 2242 455 0.00 0.00 0.00 2.
1 1045 216 0.02 0.00 0.02 3. 1 2245 456 0.00 0.00 0.00 1.
1 1048 217 0.02 0.00 0.02 ). 1 2218 457 0.00 0.00 0.09 1.
1 1051 216 0.02 0.00 0.02 3. 1 2251 458 0.00 0.00 0.00 1.
1 1054 219 0.02 0.00 0.02 8. 1 2254 459 0.00 0.00 0.00 1.
1 1057 220 0.03 0.00 0.02 8. 1 2251 460 0.00 0.00 0.00 1.
I 1100 221 0.03 0.00 0.02 B. 1 2300 461 0.00 0.00 0.00 1.
1 1103 222 0.03 0.00 0.02 B. 1 2303 462 0.00 0.00 0.00 1.
1 1106 223 0.03 0.00 0.02 2. 1 2306 63 0.00 0.00 0.00 1.

10 Year-Existing Conditions 9
l 1109 211 0.03 0.00 0.03 9. • 1 2319 111 0.00 0.0E 0.00 1.
1 1112 235 0.03 0.0E 0.03 9. ' 1 2J12 965 I.
0.0E
1 1115 226 0.03 0.00 0.03 9. ' 1 1311 966 0.0E 0.0E 1.010 1.
1 1118 227 0,03 0,00 0,01 9. • 1 2318 467 0.0E 0.0E 0.0E 1.
1 1121 228 0.04 0.00 0.03 30. ' 1 2321 960 0.0E 0.0E 0.0E 1.
1 1124 229 0.09 0.00 0.03 10. • 1 2324 469 O.ER 0.0E 0.0E I.
1 1127 230 0.04 0.00 0.04 10. ' 1 2327 410 0.0E 0.0E 0.0E 1.
1 1130 231 0.04 0.00 0.04 11. • 1 2330 411 0.0E 0.0E 0.0E 1.
1 1133 232 0.06 0.00 0.05 ll. • 1 2333 472 0.00 0.00 0.0E 1.
1 1136 233 0.06 0.00 0.05 12. • 1 2336 473 0.0E O.EO 0.0E 1.
1 1139 234 0.09 0.01 0.08 13. • 1 2339 474 0.00 0.00 O 00 1.
1 1142 235 0.09 0.01 0.08 14. • 1 2342 475 0.00 0.00 0.00 1.
1 1145 236 0.12 0.01 0.11 15. • 1 2345 476 0.00 0.00 0.00 1.
1 1148 233 0.12 0.01 0.11 17. ' 1 234E 477 0.00. 0.00 0.00 1.
1 1151 238 0.15 0.01 0.14 20. 1 2351 478 0.00 0.00 0.00 1.
1 1154 239 0.15 0.01 0.14 23. 1 2354 479 0.00 0.00 0.00 1.
1 1157 240 0.29 0.01 0.28 27. * 1 2357 480 0.00 0.00 0.00 1.
•...•....•...•..............................•....••••...........e.................•...•...e.v....••••.•••.•••••..... ••••.....1.
TOTAL RAINFALL • 7.00, TOTAL LOSS 0.83, TOTAL EXCESS - 6.17
PEAK FIRM TIME MAXIMIM AVERAGE FLOW
6-HR 24-HR 72-MR 23.95-HR
(CFS) (HR)
(CIS)
75. 12.35 16. 5. 5. S.
(INCHES) 4.702 6.144 6.144 6.144
(AC-FT) 8. 11. 11. 11.
CUMULATIVE AREA 0.03 SO MI
... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
..............
33 KX POND
EXis Ltnq Detention Pond
39 KO OUTPUT CONTROL VARIABLES
IPRNT 0 PRINT CONTROL
IPDOT 0 PLAT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IPNCH 0 PUNCH COMPMD HYDROGRAPH
IOUT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 4RO LAST ORDINATE PUNCHED OR SAVED
TIMIM 0.050 TIME INTERVAL IN HOURS
HYDROGRAPH ROM NG DATA
40 AS SfOMGE ROUTING
NSTPS 1 NUMBER OF SUBREACHES
1TYP ELEV TYPE OF INITIAL CONDITION
RSVRIC 94.00 INITIAL CONDITION
X 0.00 WORKING R AND 0 COEFFICIENT
41 SA AREA 1.1 I.] 1.5 1.6 I.J 1.8 2.0
42 SE ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 97.0E
43 SO DISCHARGE 0. L. 2. 36. 97. 179. 290.
44 SE ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 97.00
COMPUTED STORAGE-ELEVATION DATA
STORAGE 0.00 0.60 1.30 2.06 2.88 3.75 4.70
ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 97.00
COMPUTED STORAGE-OUTFIOW-ELEVATION DATA
STORAGE 0.00 0.60 1.30 2.06 2.08 3.15 4.70
OUTFLOW 0.00 0.6E 2.10 36.40 97.20 179.30 290.90
ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 97.00
...............................................................................................................................
....
HYDROGRAPH AT STATION POND
...................................................................................................................................
DA MON HAMM ORD OIITFI.04 STORAGE STAGE OA MON FRMN ORD OUTI'LOW STORAGE STAGE ' OA MOE Y.R`LI ORD OI F1AW STORAGE STAGE
1 000E 1 0. 0.0 94.0 1 0800 161 0. 0.4 94.3 1 1600 321 5. 1.4 9i0
1 OOD3 2 0. 0.0 )a.0 1 0603 162 0. 0.4 94,3 1 1603 322 5. 1.4 9i0

10 Year- Existing Conditions 10
1 1016 3 0. 0.1 91.0 • 1 OB06 16J 0. 0.4 94.3 ' 1 I606 ]2] 5. L9 95.0
1 0009 4 0. 0.0 94.0 ' 1 0809 164 0. 0.4 94.3 1 1609 124 5. ].4 95.0
1 0012 5 0. 0.0 94'0 • 1 0812 165 0. 0.4 94.3 ' 1 1612 125 5. 1.4 95.o
1 0015 6 0. 0.0 94.0 • 1 0015 166 0. 0.4 94.3 • 1 1615 326 S. 1.4 95.0
1 0018 ] 94.0 • 1 0818 167 0. 0.4 94.3 ' 1 1618 327 4. 1.4 95.0
1 0021 0 0. 0.0 94.0 • 1 0021 168 0. 0.4 94.4 • 1 1621 32B 4. 1.3 95.0
1 1024 9 0. 0.1 94.0 • 1 0824 169 0. 1.4 99 4 I 1624 121 4. 1.3 95.0
1 OWl 10 0. 0.0 99.0 • 1 082] t]0 0. 0.5 99.9 l 1627 330 9. 1.3 95.0
1 0030 11 0. 0.0 94.0 • 1 0830 ❑1 0. 0.5 91.4 1 1630 331 4. L3 95.0
1 0033 12 0. 0.0 94.0 • 1 0933 132 0. 0.5 14.4 • 1 1633 332 4. 1.3 95.0
1 0036 13 0. 0.0 94.0 1 0836 173 0. 0.5 94.4 • 1 1636 333 4. 1.3 95.0
1 0039 14 0. 0.0 94.1 • 1 0039 ll4 0. 1.1 94.4 • 1 1639 314 4. 1.3 95.0
1 0042 15 0. 0.0 94.0 ' 1 0842 ll5 0. 0.5 94.4 1 1642 335 4. 1.3 95.0
1 0045 16 0. 0.0 94.0 • 1 0045 176 1. 0.5 94.4 • 1 1645 336 4. 1.3 95.0
1 0048 10 0. 0.0 94.0 • 1 0848 177 1. 0.5 94.4 • 1 1648 337 4. 1.3 95.0
1 0051 10 0. 0.0 94.0 1 0951 178 1. 0.5 94.4 1 1651 338 4. 1.3 95.0
1 0054 19 0. 0.0 94.0 • 1 0854 179 1. 0.5 94.5 1 1654 139 4. 1.3 95.0
1 0057 20 0. 0.0 94.0 • 1 0853 100 1. 0.6 94.5 • 1 1657 340 4. 1.3 95.0
1 0100 21 0. 0.0 94.0 ' 1 0900 181 1. 0.6 94.5 1 170D 341 4. 1.3 95.0
1 0103 22 0. 0.0 94.0 ' 1 0903 182 1. 0.6 94.5 • 1 1703 342 4. 1.3 95.0
1 0106 23 0. 0.0 94.0 • 1 0906 183 1. 0.6 94.5 1 IlD6 343 4. 1.3 95.0
1 0109 24 0. 0.0 94.0 • 1 0909 164 1. 0.6 94.5 1 1709 344 3. 1.3 95.0
1 0112 25 0. 0.0 94.0 • 1 0912 185 1. 0.6 94.5 1 1112 345 3. 1.3 95.0
1 0115 26 D. 0.0 94.0 • 1 0915 186 1. 0.6 94.5 1 1715 346 3. 1.3 95.0
1 0118 27 0. 0.0 94.0 1 0918 187 1. 0.6 94.5 1 1718 341 3. 1.3 95.0
1 0121 28 0. 0.0 94.0 • 1 D921 180 1. D.7 94.5 1 1321 348 3. 1_3 95.0
1 0124 29 0. 0.0 94.0 • 1 0924 189 1. 0.7 94.6 1 1324 349 3. 1.3 95.0
1 0127 30 0. 0.0 94.0 • 1 0927 190 1. 0.7 94.6 1 1727 350 3. 1_3 95.0
1 0130 31 0. 0.0 94.0 • 1 0930 191 1. 0.7 94.6 ' 1 173D 351 3. 1.3 95.0
1 0133 32 0. 0.0 91.0 • 1 0933 192 1. 0.3 94.6 1 1733 352 3. 1.3 95.0
1 0136 33 0. 0.0 94.0 ' 1 0936 193 1. 0.3 94.6 1 1736 353 3. 1.3 95.0
1 0139 34 0. 0.0 94.0 • 1 0939 194 1. 0.8 94.6 ' 1 1139 354 3. 1.3 95.0
1 0142 35 0. 0.0 94.0 ' 1 0942 195 1. 0.0 94.6 1 1342 355 3. 1.3 95.0
1 0145 36 0. 0.0 94.0 • 1 0945 196 1. 0.0 94.6 ` 1 1145 356 3. 1.3 95.0
1 0148 33 0. 0.0 94.0 • 1 0948 197 1. 0.8 94.6 1 1149 157 3. 1.3 95.0
1 0151 38 0. 0.0 94.0 • 1 0951 198 1. 0.8 94.7 1 1751 358 3. 1.3 95.0
1 0154 39 0. 0.0 94.0 • 1 0954 199 1. 0.8 94.7 • 1 1754 359 3. 1.3 95.0
1 0157 40 0. 0.0 94.0 • 1 0957 200 1. 0.8 94.7 1 1757 360 3. 1.3 95.0
1 0200 41 0. 0.0 94.0 ' 1 1000 201 1. 0.9 94.7 1 1800 361 3. 1.3 95.0
1 0203 42 0. 0.0 94.0 • 1 1003 202 1. 0.9 94.7 1 1803 362 3. 1.3 95.0
1 0206 43 0. 0.0 94.0 • 1 1006 203 1. 0.9 94.3 1 19D6 363 3. 1.3 95.0
1 0209 44 0. 0.0 94.0 • 1 1009 204 1. 0.9 94.7 1 18D9 364 3. 1.3 95.0
1 0212 45 0. 0.0 94.0 • 1 1012 205 1. 0.9 94.4 ` 1 1912 365 3. 1.3 95.0
1 0215 46 0. 0.0 94.0 • 1 1015 206 1. 1.0 94.7 1 1815 366 3. 1.3 95.0
1 0218 47 0. 0.0 94.0 • 1 1018 207 1. L0 94.8 1 Iola 16l 3. 1.3 95.0
1 0221 48 0. 0.0 94.0 • 1 1021 208 1. 1.0 94.9 1 182: 369 3. 1.3 95.0
1 0224 49 0. 0.0 94.0 • 1 1024 209 1. 1.0 94.8 1 1824 369 3. 1.3 95.0
1 0227 50 0. 0.0 94.0 • 1 1027 210 2. 1.0 94.8 1 1827 370 3. 1.3 95.0
1 0230 51 0. 0.0 - 94.0 1 1030 211 2. 1.0 94.a 1 1830 371 2. 1.3 95.0
_ 1 0233 52 0. 0.0 94.0 1 1033 212 2. 1.1 94.6 1 1833 312 2. 1.3 95.0
1 0236 53 0. 0.0 94.0 • 1 1036 213 2. 1.1 94.6 1 1836 373 2. 1.3 95.0
1 0239 54 0. 0.0 94.0 ' 1 1039 214 2. 1.1 94.9 ' 1 1939 374 2. 1.3 95.0
1 0242 55 0. 0.0 94.0 1 1042 215 2. 1.1 94.9 ' 1 1842 335 2. 1.3 95.0
1 0245 56 0. 0.0 94.0 ` 1 1045 216 2. 1.1 94.9 1 IB45 336 2. 1.3 95.0
1 0248 57 0. 0.0 94.0 • 1 1048 217 2. E2 99.9 1 1849 377 2. 1.3 95.0
1 0251 58 0. 0.0 94.0 1 1051 218 2. 1.2 94.9 1 185: 378 2. 1.3 95.0
1 0254 59 0. 0.0 94.0 ' 1 1054 219 2. 12 94.9 1 1854 379 2. 1.3 95.0
1 0257 60 0. O.D 94.0 • 1 1057 220 2. 1.2 95.0 1 1857 380 2. 1.3 95.0
1 0300 61 0. 0.0 94.0 ' 1 1100 221 2. 1.3 95.0 1 1900 381 2. 1.3 95.0
1 0303 62 0. 0.0 94.0 ' 1 1103 222 2. 1.3 95.0 1 1903 382 2. 1.3 95.0
1 0306 63 0. 0.0 94.0 • 1 1106 223 3. 1.3 95.0 1 19D6 383 2. 1.3 95.0
1 0309 64 0. 0.0 94.0 1 1109 224 4. 1.3 95.0 ' 1 19D9 364 2. 1.3 95.0
1 0312 65 0. 0.0 94.0 1 1112 225 S. 1.4 95.0 1 1912 395 2. 1.3 95.0
1 0315 66 0. 0.0 94.0 1 1115 226 5. 1.4 95.0 1 1935 386 2. 1.3 95.0
1 0318 67 0. 0.0 94.0 1 1118 223 6. 1.4 95.1 1 1938 393 2. 1.3 95.0
1 0321 68 0. 0.0 94.0 1 1121 228 1. 1.4 95.1 I 192: 398 2. - 1.3 95.0
1 0324 69 0. 0.0 94.0 ` 1 1124 229 1. 1.4 95.1 1 1924 389 2. 1.3 95.0
1 0327 70 0. 0.0 94.0 1 1123 230 B. 1.4 95.1 1 1927 390 2. 1.3 95.0
1 0330 11 0. D.0 94.0 1 1130 231 8. 1.4 95.1 1 19" 391 2. 1.3 95.0
1 0333 72 0. 0.0 94.0 • 1 1133 232 9. 1.4 95.1 1 1933 392 2. 1.3 95.0
1 0336 73 0. 0.0 94.0 1 1136 233 9. 1.5 95.1 1 1916 393 2. 1.3 95.0
1 0339 74 0. 0.0 94.0 • 1 1139 234 10. 1.5 95.1 1 1939 394 2. 1.3 95.0
1 0342 75 0. 0.0 94.0 1 1142 235 10. 1.5 95.1 1 1942 395 2. IA 95.0
1 0345 76 0. 0.0 94.0 • 1 1145 236 11. 1.5 95.1 ' 1 1945 396 2. 1.3 95.0
1 0348 37 0. 0.0 94.0 1 114E 233 12. 1.5 95.1 1 194a 397 2. 1.3 95.0
1 0351 78 0. 0.0 94.0 1 1151 238 13. 1.5 95.2 1 195: 398 2. 1.3 95.0
1 0354 39 0. O.D 94.0 1 1154 239 14. 1.6 95.2 1 1954 399 2. 1.3 95.0
1 0357 80 0. 0.0 94.0 1 1157 240 16. 1.6 95.2 1 195" 4DO 2. 1.3 95.0
1 0400 91 0. 0.0 94.9 1 1200 241 18. 1.7 95.2 1 20C' 401 2. 1.3 95.0
1 0403 82 0. 0.0 94.0 1 1203 242 21. 1.3 95.3 1 20C3 402 2. 1.3 95.0
1 0406 83 0. 0.0 94.D 1 1206 243 2.4. 1.9 95.3 1 2OC6 4D3 2. 1.3 95.0
1 0409 84 0. 0.0 94.0 1 1209 244 29. 1.9 95.4 1 20Ci 404 2. 1.3 95.0
1 0412 85 0. 0.0 94.0 1 1212 245 33. 2.0 95.5 1 20:< 405 2. 1.3 95.0
1 0415 86 0. OA 94.0 1 1215 246 40. 2.1 95.5 1 2D:5 406 2. 1.3 95.0
1 0418 87 0. 0.0 94.0 1 1218 247 40. 2_2 95.6 1 2019 401 2. 1.3 950
1 0421 88 0. 0.0 94.0 1 1221 248 55. 2.3 95.7 1 202: 408 2. 1.3 95.0
1 0424 89 0. 0.0 94_0 1 1224 249 60. 2.1 95.7 1 20:: 409 2. 1.3 95.0
1 0427 9D 0. 0.0 94.0 1 1223 250 61. 2.1 95.7 1 20:- 110 2. 1.3 95.0
1 0430 91 Q. 0.0 94.0 1 1230 251 65. 2.5 95.7 1 203: 411 2. 1.3 95.0
1 0433 92 0. 0.0 94.0 1 1233 252 66. 2.S 95.7 1 2033 412 1.3 95.0
1 0431 93 0. 0.0 94.0 1 1236 253 64. 2.4 9S.] 1 201; 4 3 1.3 95.0
1 0439 94 0. 0.1 94.0 1 123, 254 62. 2.4 95.3 1 2038 414 1.3 95.0
1 0442 95 0. 0.1 9;.o 1 1242 255 59. 2.4 95.7 1 2D4: 4:5 2. 1.3 95.0
1 0445 96 0. 0.1 94.0 1 1245 256 55. 2.3 95.7 1 2C4: 410 2. 1.3 15.0
1 0448 9'1 0. 0.1 94.0 1 1249 257 Sl. ..� 95.5 1 2D:5 2. 1.3 950

10 Year- Existing Conditions 11
1 1151 98 0, 0.1 91.1 ' 1 1211 258 11. 1.2 95.6 1 2051 418 2. 1.3 95.E
3 0454 99 0. 0.1 94.1 ' 1 1254 259 43. 2.1 95.6 1 2054 4l9 2. 1.3 95.E
1 0453 100 0. 0.1 94.1 • 1 1257 260 39. 2.1 95.5 • 1 2053 420 2. 1.3 95.0
1 0500 101 0. 0.1 94.1 • 1 13. 261 36. 2.0 95.5 ' 1 2300 421 2, 1.3 15.0
1 0503 l02 0. 0.1 99.1 • 1 1313 262 34. 2.0 95.5 ' 1 230) 922 2. 1.3 95.E
1 0506 103 0. 0.1 94.1 • 1 1306 263 31. 2.0 95.4 • 1 2106 923 2. 1.1 95.0
1 0509 104 0. 0.3 94.1 • 1 1109 264 29. 1.9 95.4 1 2109 424 2. 1.3 95.0
1 0512 105 0. 0.1 94.1 ` 1 1312 265 22. 1.9 95.4 1 2112 425 2. 1.3 95.0
I 0515 106 0. 0.1 94.1 • 1 1315 266 26. 1.0 95.3 ` 1 2115 426 2. 1.3 95.0
1 0518 107 0. 0.1 94.1 • 1 1318 263 24. 1.0 95.3 ' 1 2110 422 2. 1.3 95.0
1 0521 100 0. 0.1 94.1 • 1 1321 268 22. 1.3 95.3 ' 1 2121 420 2. 1.3 95.0
1 0524 109 0. 0.1 94.1 • 1 1324 269 21. 1.7 95.3 1 2124 429 2. 1.3 95.0
1 0527 110 0. 0.1 94.1 • 1 1327 270 19. 1.3 95.3 • 1 2127 430 2. 1.3 95.0
1 0530 111 0. 0.1 94.1 • 1 1330 231 18. 1.3 95.2 ' 1 2130 431 2. 1.3 95.0
1 0533 112 0. 0.1 94.1 * I 1331 272 13. 1.6 95.2 1 2133 432 2. 1.3 95.0
1 0536 113 0. 0.1 94.1 • 1 1336 273 16. 1.6 95.2 ` 1 2136 433 2. 1.3 95.0
1 0539 114 0. 0.1 94.1 ' 1 1339 279 15. 1.6 95.2 • 1 2139 434 2. 1.3 95.0
1 0542 115 0. 0.1 94.1 • 1 1342 275 14. 1.6 95.2 ' 1 2142 435 2. 1.3 95.0
1 0545 116 0. 0.1 94.1 • 1 1345 236 14. 1.6 95.2 • 1 2145 436 2. 1.3 95.E
1 0548 112 0. 0.1 94.1 ' 1 1348 233 13. 1.5 95.2 • 1 2148 433 2. 1.3 95.0
1 0551 1I8 Y. 0.1 94.1 1 1351 238 12. 1.5 95.1 1 2151 438 2. 1.3 95.0
1 0554 119 0. 0.1 94.1 • 1 1354 279 12. 1.5 95.1 • 1 2154 439 2. 1.3 95.0
1 0553 120 0. 0.1 94.1 • 1 1353 280 11. 1.5 95.1 ` 1 2153 440 2. 1.3 95.0
1 0600 121 0. 0.1 94.1 • 1 1400 291 11. 1.5 95.1 ` 1 2200 441 2. 1.3 95.0
1 0603 122 0. 0.1 94.1 1 1403 282 10. 1.5 95.1 • 1 2203 442 2. 1.3 95.0
1 0606 123 0. 0.1 94.1 * 1 1406 2B3 10. 1.5 95.1 1 2206 443 2. 1.2 95.0
1 0609 124 0. 0.2 94.1 • 1 1409 284 10. 1.5 95.1 " 1 2209 444 2. 1.2 95.0
1 0612 125 0. 0.2 94.1 ' 1 1412 285 9. 1.5 95.1 1 2212 445 2. 1.2 95.0
1 0615 126 0. 0.2 94.1 • 1 1415 286 9. 1.5 95.1 ' 1 2215 446 2. 1.2 95.0
1 0618 123 0. 0.2 94.1 • 1 1410 263 9. 1.5 95.1 " 1 228 493 2. 1.2 95.0
1 0621 128 0. 0.2 94.1 ` 1 1421 288 9. 1.4 95.1 " 1 2221 448 2. 1.2 95.0
1 0624 129 0. 0.2 94.1 1 1424 209 8. 1.4 95.1 1 2224 449 2. 1.2 95.0
1 0623 130 0. 0.2 94.1 1 1422 290 8. 1_4 95.1 1 2223 450 2. 1.2 95.0
1 0630 131 0. 0.2 94.1 1 1430 291 8. 1.4 95.1 ' 1 2230 451 2. 1.2 95.0
1 0633 132 0. 0.2 94.2 1 1433 292 8. 1_4 95.1 ' 1 2233 452 2. 1.2 95.0
1 0636 133 0. 0.2 94.2 * 1 1436 293 8. 1.4 95.1 1 2236 453 2. 1.2 95.0
1 0639 134 0. 0.2 94.2 • 1 1439 294 B. 1.4 95.1 1 2239 454 2. 1.2 95.0
1 0642 135 0. 0.2 94.2 * 1 1442 295 3. 1.4 95.1 1 2242 455 2. 1.2 94.9
1 0645 136 0. 0.2 94.2 1 2445 296 9. 1.4 95.1 1 2245 456 2. 1.2 94.9
1 0648 137 0. 0.2 94.2 ' 1 1448 293 3. 1_4 95.1 1 2243 453 2. 1.2 94.9
1 0651 13B 0. 0.2 94.2 " 1 1451 298 3. 1.4 95.1 • 1 225I 458 2. 1.2 94.9
1 0654 139 0. 0.2 94.2 1 1454 299 3. 1.4 95.1 1 22`-4 459 2. 1.2 94.9
1 0652 140 0. 0.2 94.2 * 1 1453 300 2. 1.4 95.1 • 1 2251 460 2. 1.2 94.9
1 0700 141 0. 0.2 94.2 " 1 1500 301 9. 1_4 95.1 1 23:0 461 2. 1.2 94.9
1 0303 142 0. 0.2 94.2 ' 1 1503 302 2. 1.4 95.1 • 1 2301 462 2. 1.2 94.9
1 0706 143 0. 0.2 94.2 1 1506 303 6. 1.4 95.1 1 2336 463 2. 1.2 94.9
1 0709 144 0. 0.3 94.2 * 1 1509 304 6. 1_4 95.1 1 23[9 464 2. 1.2 94.9
1 0312 145 0. 0.3 04.2 " 1 1512 305 6. 1.4 95.1 1 23:2 465 2. 1.2 94.9
1 0315 146 0. 0.3 ,'94.2 * 1 1515 306 6. 1.4 95.1 1 23:5 466 2. 1.2 94.9
1 0319 143 0. 0.3 94.2 ' 1 1518 303 6. 1.4 95.1 * 1 23:8 462 2. 1.2 94.9
1 0321 148 0. 0.3 94.2 1 1521 308 6. 1.4 95.1 1 232: 468 2. 1.2 94.9
1 0324 149 0. 0.3 94.2 ' 1 1524 309 6. 1.4 95.1 1 2324 469 2. 1.2 94.9
1 0227 150 0. 0.3 94.2 1 1521 310 6. 1.4 95.1 1 2327 470 2. 1.2 94.9
1 0730 151 0. 0.3 94.2 * 1 153E 311 6. 1.4 95.1 1 2221 431 2. 1.2 94.9
1 0233 152 0. 0.3 94.3 ' 1 1533 312 6. 1.4 95.1 1 2323 422 2. 1.2 94.9
1 0336 153 0. 0.3 94.3 1 1536 313 6. 1.4 95.1 1 2313 433 2. 1.2 94.9
1 0339 154 0. 0.3 94.3 1 1539 314 6. 1.4 95.0 1 2239 434 2. 1.2 94.9
1 0342 155 0. 0.3 94.3 ' 1 1542 315 5. 1.4 95.0 1 2342 435 2. 1.2 94.9
1 0245 156 0. 0.3 94.3 . 1 1545 316 5. 1.4 95.0 1 2295 436 2. 1.2 94.9
1 0748 153 0. 0.3 94.3 - 1 154E 317 5. 1.4 95.0 1 2243 437 2. 1.2 94.9
1 0351 159 0. 0.3 94.3 - 1 1551 318 5. 1.4 95.0 1 22Yt 478 2. 1.2 94.9
1 0354 159 0. 0.4 94.3 - 1 1554 319 5. 1.4 95.0 1 2254 429 2. 1.2 94.9
1 0253 160 0. 0.4 94.3 . 1 1553 320 5. 1.4 95.0 1 2353 480 2. 1.2 94.9
.......................e.....r...e.................................................................................................
PEAK FIAN TIME MAXLMHM AVERAGE FLOW
6-HR 24-RA 72-MR 23.95-HR
(CFS) (HR)
(CF5)
66. 12.55 16. 5. 5. 5.
(INCHES) 4.541 5.458 5.458 5.458
(AC-FT) 8. 9. 9. 9.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 23.95-HR
(AC-FT) (HR)
2. 12.55 2. 1. 1. 1.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 92-HR 23.95-HR
(FEET) (HR)
95.74 12.55 95.18 94.18 o4.63 94.68
CUMULATIVE AREA - 0.03 GO M1
... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
..............
45 AK 200

10 Year-Existing Conditions 12
••'•••"'r••••FC-200 Basin
47 EO OUTPUT CONTROL VARIABLES
IPINT 0 PRINT CONTROL
IPLOT 0 PLOT CONTROL
DECAL 0. HYDROGRAPH PLOT SCALE
IPNCH a PUNCH COMPUTED HYDROGRAPH
IOUT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED -
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TINE INTERVAL IN HOURS
50 IN TIME DATA FOR INPUT TIME SERIES
JEMIE 6 TIME INTERVAL IN MINUTES
JEDATE 1 0 STARTING DATE
JETINE 0 STARTING TIME
SUBBASIN RUNOFF DATA
48 SA S(ABASIN CHARACTERISTICS
TAREA 0.03 SUBBASIN AREA
PRECIPITATION DATA
49 PH STORM 7.00 BASIN TOTAL PRECIPITATION
51 PI INCREMENTAL PRECIPITATION PATTERN
0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.DO 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 a.o0 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.90 0.00 0.00 0.00 O.Oo 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 D.CD 0.00 O.DO 0.00 0.00 0.00 D.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0) 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.Do 0.00
0.00 0.00 0.00 0.0D 0.00 0.00 0.00 0.00 0.00 O.OD
0.00 0.00:- 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 O.DO 0.00 0.00 0.00 0.00 0.00 C.OD 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01
0.01 0.01 U.OI 0.01 0.D2 0.02 0.02 0.02 0.04 0.04
0.04 0.04 o.D2 0.02 0.02 0.02 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 D.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.OD 0.00 0.00 0.00 0.00 0.00 0.a0 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0:0 0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
O.CD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.DO
0.00 0.00 0.00 0.00 0.00 0.00 O.CD 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
a.Do 0.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 O.DO O.DO 0.00 0.00 0.00 0.00 0.00
76 LS SCS LOSS RATE
STRTL 0.44 INITIAL ABSTRACTION
CRVNBR 82.00 CURVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
T] UP SCS DIMENSIONLESS UNITGRAPH
TWG 0.19 WG
WARNING ••• TIME INTERVAL IS GREATER THAN .29`LAG
UNIT HYDROGRAPH
19 END-OF-PERIOD ORDINATES
12. 19. 91. 79. 69. 50. 91. 21.
14. 9.
6. 4. 9. _. I. I. i. 0. 0.

10 Year - Existing Conditions 13
...............................................................•.....................................,,................
HYDROGRAPH AT STATION 200
OA MON NRl4l ORD PAIN LASS EXCESS C0.4P 0 • OA MON HPNN ORD RAIN LOSS EXCESS COMP Q
1 0000 1 0.00 0.00 0.00 0. 1 1200 241 0.29 0.05 0.24 44.
1 0003 2 0.00 0.00 0.00 0. 1 1203 242 0.29 0.05 0.25 56.
1 0006 3 0.00 0.00 0.00 0. • 1 1206 243 0.29 0.04 0.25 68.
1 0009 4 0.00 0.00 0.00 0. 1 1209 244 0.15 0.02 0.13 77.
1 0012 5 0.00 0.00 0.00 0. • 1 1212 245 0.15 0.02 0.13 81.
1 0015 6 0.00 0.00 0.00 0. • 1 1215 246 0.12 0.01 0.10 77.
1 0018 3 0.00 0.00 0.00 0. 1 1218 247 0.12 0.01 0.10 30.
1 0021 9 0.00 0.00 0.00 0. • 1 1221 240 0.09 0.01 0.08 62.
1 0024 9 0.00 0.00 0.00 0. • 1 1224 249 0.09 0.01 0.08 55.
1 0021 10 0.00 0.00 0.00 0. • 1 1223 250 0.06 0.01 0.05 48.
1 0030 11 0.00 0.00 0.00 0. • 1 1230 251 0.06 0.01 0.05 42.
1 0033 12 0.00 0.00 0.00 0. • 1 1233 252 0.04 0.00 0.04 36.
1 0036 13 0.00 0.00 0.00 0. • 1 1236 253 0.04 0.00 0.04 31.
1 0039 14 0.00 0.00 0.00 0. • 1 1239 254 0.04 0.00 0.03 26.
1 0042 15 0.00 0.00 0.00 0. • 1 1242 255 0.04 0.00 0.03 22.
1 0045 16 0.00 0.00 0.00 0. 1 1245 256 0.03 0.00 0.03 20.
1 0048 10 0.00 0.00 0.00 0. 1 1248 253 0.03 0.00 0.03 17.
1 0051 18 0.00 0.00 0.00 0. • 1 1251 258 0.03 0.00 0.03 16.
1 0054 19 0.00 0.00 0.00 0. 1 1254 259 0.03 0.00 0.03 15.
1 0053 20 0.00 0.00 0.00 0. • 1 1253 260 0.03 0.00 0.02 14.
1 0100 21 0.00 0.00 0.00 0. • 1 1300 261 0.03 0.00 0.02 13.
1 0103 22 0.00 0.00 0.00 0. 1 1303 262 0.03 0.00 0.02 12.
1 0106 23 0.00 0.00 0.00 0. • 1 1306 263 0.03 0.00 0.02 In.
1 0109 24 0.00 0.00 0.00 U. 1 1309 264 0.02 0.00 0.02 11.
1 0112 25 0.00 0.00 0.00 0. 1 1312 265 0.02 0.00 0.02 10.
1 0115 26 0.00 0.00 0.00 0. • 1 1315 266 0.02 0.00 0.02 10.
1 0118 27 0.00 0.00 0.00 0. 1 1318 263 0.02 0.Do 0.02 10.
1 0121 28 0.00 0.00 0.00 0. 1 1321 268 0.02 0.00 0.02 9. _
1 0124 29 0.00 0.00 0.00 0. • 1 1324 269 0.02 0.00 0.02 9.
1 0123 30 0.00 0.00 OAO 0. 1 1327 Zia 0.02 0.00 0.02 9.
1 0130 31 0.00 0.00 0.00 0. 1 1330 291 0.02 0.00 0.02 9.
1 0133 32 0.00 0.00 0.00 0. • 1 1333 272 0.02 0.00 0.02 9.
1 0136 33 0.00 0.00 0.00 0. • 1 1336 233 0.02 0.00 0.02 8.
1 0139 34 0.00 0.00 0.00 0. 1 1339 274 0.02 0.00 0.02 8.
1 0142 35 0.00 0.00 0.00 0. • 1 1342 275 0.02 0.00 0.02 8.
I 0145 36 0.00 0.00 0.00 0. • 1 1345 276 0.02 0.00 0.02 8.
1 0148 37 0.00 0.00 0.00 0. 1 1348 277 0.02 0.00 0.02 8.
1 0151 38 0.00 0.00 0.00 0. 1 1351 218 0.02 0.00 0.02 8.
1 0154 39 0.00 0.00 0.00 0. 1 1354 239 0.02 0.00 0.02 T.
1 0153 40 0.00 0.00 0.00 0. 1 1353 280 0.02 0.00 0.02 Y.
1 0200 41 0.00 0.00 0.00 0. 1 1400 281 0.02 0.0a 0.02 3.
1 0203 42 0.00 0.00 0.00 0. 1 1403 2e2 0.02 0.00 0.02 T.
1 0206 43 0.00 0.00 0.00 0. 1 1406 283 0.02 0.00 0.02 3.
1 0209 44 0.00 0.00 0.00 0. 1 1409 284 0.02 0.00 0.02 3.
1 0212 45 0.00 0.00 0.00 D. 1 1412 285 0.02 0.00 0.02 1.
1 0215 46 0.00 0.00 0.00 0. 1 1415 286 0.02 0.00 0.01 6.
1 0219 43 0.00 0.00 0.00 0. 1 1418 287 0.02 0.00 0.01 6.
1 0221 48 0.00 0.00 0.00 0. 1 1421 zee 0.02 0.00 0.01 6.
1 0224 49 0.00 0.00 0.00 0. 1 1424 289 0.02 0.00 0.01 6.
1 0227 50 0.00 0.00 0.00 0. 1 1423 290 0.02 0.00 0.01 6.
1 0230 51 0.00 0.00 0.00 0. 1 1430 291 0.02 0.00 0.01 6.
1 0233 52 0.00 0.00 0.00 0. 1 1433 292 0.01 0.00 0.01 6.
1 0236 53 0.00 0.00 0.00 0. 1 1436 293 0.01 0.00 0.01 6.
1 0239 54 0.00 0.00 0.00 0. 1 1439 294 0.01 0.00 0.01 6.
1 0242 55 0.00 0.00 0.00 0. 1 1442 295 0.01 0.00 0.01 6.
1 0245 56 0.00 0.00 0.00 0. 1 1445 296 0.01 0.00 0.01 6.
1 024e 57 0.00 0.00 0.00 0. 1 1448 297 0.01 0.00 0.01 6.
1 0251 58 0.00 0.00 0.00 0. 1 1451 298 0.01 0.00 0.01 6.
1 0254 59 0.00 0A0 0.00 0. 1 1454 299 0.01 0.00 0.01 S.
1 0257 60 0.00 0.00 0.00 a. 1 1457 300 0.01 0.00 0.01 5.
1 0300 61 0.00 0.00 0.00 0. 1 1500 301 0.01 0.00 0.01 5.
1 0303 62 0.00 0.00 0.00 0. 1 1503 302 0.01 0.00 0.01 5.
1 0306 63 0.00 0.00 0.00 0. 1 1506 303 0.01 0.00 0.01 5.
1 0309 64 0.00 0.00 OAR 0. 1 1509 304 0.01 0.00 0.01 5. '
1 0312 65 0.00 0.00 0.00 0. 1 1512 305 0.01 0.00 0.01 5.
1 0315 66 0.00 0.00 0.00 D. 1 1515 306 0.01 0.00 0.01 5.
1 0318 6 0.00 0.00 0.00 0. 1 1518 303 0.01 0.00 0.01 5.
1 0321 6e 0.00 0.00 0.00 0. 1 1521 309 0.01 0.00 0.01 5.
1 0324 69 0.00 0.00 0.00 0. • 1 1524 309 0.01 0.00 0.01 5.
1 0327 30 0.00 0.00 CAR 0. 1 1523 310 0.01 0.00 0.01 5.
1 0330 31 0.00 0.00 0.00 0. 1 1530 311 0.01 0.00 0.01 5.
1 0333 l2 0.00 0.00 0.00 D. ' 1 1533 312 0.01 0.00 0.01 4.
1 0336 33 0.00 0.00 0.00 0. 1 1536 313 0.01 0.00 0.01 4.
1 0339 34 0.00 0.00 0.00 0. 1 1539 314 0.01 0.00 0.01 4.
1 0342 75 0.00 0.00 0.00 G. 1 1542 315 0.01 0.00 0.01 4.
1 0345 36 0.00 0.00 0.00 0. 1 1545 316 0.01 0.00 0.01 4.
1 0348 39 0.00 0.00 0.00 0. 1 1548 313 0.01 0.00 0.01 4.
1 0351 le 0.00 0.00 0.00 0. 1 1551 318 0.01 0.00 0.01 4.
1 0354 19 0.00 0.00 0.00 0. • 1 1554 319 0.01 0.00 0.01 4.
1 0353 80 0.00 OAR 0.00 a. 1 1553 320 0.01 0.00 0.01 4.
1 040a 81 a.00 o.00 0.00 D. 1 1600 321 0.0 1 a.a0 0.01 4.
1 0403 82 0.00 0.00 0.00 0. 1 1803 322 0.01 0.00 0.01 4.
1 0406 e3 0.00 OA0 0.00 D. 1 1606 323 0.01 OAR 0.01 4.
1 0409 e4 0.00 0.0a 0.00 a. 1 11,01 324 0.01 0.00 0.01 4.
1 0112 85 0.00 0.00 CAR 0. 1 1612 325 0.01 a.0o 0.01 4.
1 0415 86 0.00 O.OD 0.00 a. 1 1615 32".. O.01 0.00 0.01 3.
1 o418 81 0.00 0.00 O.oO a. 1 11.18 327 o.01 0.00 0.0 1 3.

10 Year - Existing Conditions 14
l 0421 80 0.00 0.00 O.Oo 0. • 1 1621 328 0.01 0.00 0.01 3.
1 0424 89 0.00 0.00 O.Oo 0. t 1624 329 O.ol 0.00 o.01 3.
1 0423 90 0.00 0.00 0.00 0. • 1 1627 33a 0.01 0.00 0.01 3.
1 0430 91 0.Go 0.00 0.00 0. ` 1 1630 331 0.01 0.00 0.01 3.
1 0433 92 0.00 0.00 0.00 0. • 1 1633 332 0.01 0.00 0.01 3.
1 0436 93 0.00 0.Do 0.00 0. • 1 16]6 333 0.01 0.00 0.01 3.
1 0439 94 0.00 0.00 0.0D 0. • 1 1639 334 O.DI 0.00 0.01 3.
1 0442 95 0.00 0.00 0.00 0. • 1 1642 335 0.01 0.00 0.01 3.
1 0445 96 0.00 0.00 0.00 0. 1 1645 336 0.01 0.00 0.01 3.
1 044B 91 0.00 0.00 0.00 0. • 1 1648 337 0.01 0.00 0.01 3.
1 0451 98 0.01 0.01 0.00 0. • 1 1651 338 0.01 0.00 0.01 3.
1 0454 99 0.01 0.01 0.00 0. ` 1 1654 339 0.01 0.00 0.01 3.
1 0453 100 0.00 0.00 0.00 0. • 1 1653 340 0.01 0.00 0.01 3.
1 0500 101 0.00 0.00 0.00 0. • 1 1300 341 0.01 0.00 0.01 3.
1 0503 102 0.01 0.01 0.00 0. ' 1 1303 342 0.01 0.00 0.01 3.
1 0506 103 0.01 0.01 0.00 0. • 1 1706 343 0.01 0.00 0.01 3.
1 0509 104 0.01 0.01 0.00 0. • 1 1209 344 0.01 0.00 0.01 3.
1 0512 105 0.01 0.01 0.00 0. • 1 1312 345 0.01 0.00 0.61 3.
1 0515 106 0.01 0.01 0.00 0. • 1 1915 346 0.01 0.00 0.01 3.
1 0510 103 0.01 0.01 0.00 0. • 1 1018 341 0.01 0.00 0.01 3.
1 0521 108 0.01 0.01 0.00 0. • 1 1721 348 0.01 0.00 0.01 3.
1 0524 109 0.01 0.01 0.00 0. ` 1 1724 349 0.01 0.00 0.01 3.
1 0523 110 0.01 0.01 0.00 0. • 1 1323 350 0.01 0.00 0.01 3.
1 0530 111 0.01 0.01 0.00 0. 1 1330 351 0.01 0.00 0.01 3.
1 G533 112 0.01 0.01 OAD 0. • 1 1333 352 0.01 0.00 0.01 3.
1 0536 113 0.01 0.01 0.00 0. • 1 1736 353 0.01 0.00 0.01 3.
1 0539 114 0.01 0.01 0.00 0. 1 1339 154 O.ol 0.00 0.01 3.
1 0542 115 0.01 0.01 0.00 0. • 1 1342 355 0.01 0.00 0.01 2.
1 0545 116 0.01 0.01 0.00 D. ' 1 1745 356 0.01 0.00 0.01 2.
1 0548 113 0.01 0.01 0.00 0. • 1 1949 353 0.01 0.00 0.01 2.
1 0551 118 0.01 0.01 0.00 0. 1 1351 358 0.01 0.00 0.01 2.
1 0554 119 O.DI 0.01 0.00 0. • 1 1354 359 0.01 0.00 0.01 2.
1 0553 120 0.01 0.01 0.00 0. ` 1 1353 360 O.DI 0.00 0.01 2.
1 0600 121 0.01 0.01 0.00 0. 1 1BOO 361 0.01 0.00 0.01 2.
1 0603 122 0.01 0.01 0.00 0. 1 1803 362 0.01 0.00 0.01 2.
1 D606 123 0.01 0.01 0.00 0. • 1 1906 363 0.01 0.00 O.D1 2.
1 0609 124 0.01 0.01 0.00 0. • 1 1809 364 0.01 0.00 0.01 2.
1 0612 125 0.01 0.01 0.00 0. • 1 1812 365 0.01 0.00 0.01 2.
1 0615 126 0.01 0.01 O.DO 0. 1 1815 366 0.01 0.00 0.01 2.
1 0618 123 0.01 0.01 0.00 0. 1 1818 367 0.01 0.00 0.01 2.
1 0621 128 0.01 0.01 0.00 0. • 1 1821 368 0.01 0.00 0.01 2.
1 0624 129 0.01 0.01 0.00 0. 1 1824 369 0.01 0.00 0.01 2.
1 0623 130 0.01 O.D1 DAD 0. 1 1827 370 0.01 DAD 0.00 2.
1 0630 131 0.01 0.01 0.00 0. 1 183D 311 0.01 0.00 0.00 2.
1 0633 132 0.01 0.01 0.00 0. 1 1033 372 0.01 0.00 0.00 2.
1 0636 133 0.01 0.01 0.00 0. 1 1836 303 0.01 0.00 0.00 2.
1 0639 134 0.01 0.01 0.00 0. • 1 1839 374 0.01 0.00 0.00 2.
1 0642 135 0.01 O.➢1 0.00 0. 1 1842 335 0.01 0.00 0.00 2.
1 0645 136 0.01 0:01 0.00 0. 1 1845 336 0.01 0.00 0.00 2.
1 0649 137 0.01 0.01 0.00 0. • 1 1848 393 0.01 O.DO 0.00 2.
1 0651 138 0.01 0.01 0.00 0. • 1 1851 338 0.01 0.00 0.00 2.
1 0654 139 0.01 0.01 0.00 0. • 1 1854 379 0.01 0.00 0.00 2.
1 0657 140 0.01 0.01 0.00 0. • 1 1053 380 0.01 0.00 0.00 2.
1 0700 141 0.01 0.01 D.00 0. • 1 1900 381 0.01 0.00 0.00 2.
1 0703 142 0.01 0.01 0.00 0. ' 1 1903 382 0.00 0.00 0.00 2.
1 0906 143 0.01 0.01 0.00 0. 1 1906 383 0.00 0.00 DAD 2.
1 0709 144 0.a1 0.01 0.00 0. • 1 1909 394 0.01 0.00 0.00 2.
1 0312 145 D.01 0.01 0.00 0. ' 1 1912 395 O.D1 0.00 O.DO 2.
1 0315 146 0.01 0.01 0.00 0. 1 1915 306 0.00 0.00 0.00 2.
1 0318 147 0.01 0.01 0.00 1. 1 1919 387 0.00 0.00 0.00 2.
1 0321 149 0.01 0.01 0.00 1. 1 3921 388 0.00 0.00 0.00 2.
1 0324 149 0.01 0.01 0.00 1. 1 1924 389 0.00 0.00 0.00 2.
1 0127 150 0.01 0.01 0.00 1. • 1 1927 390 0.00 0.00 0.00 2.
1 0130 151 0.01 0.01 0.00 1. 1 1930 391 0.00 0.00 0.00 2.
1 0733 152 0.01 0.01 0.00 1. 1 1933 392 0.00 0.00 0.00 2.
1 0336 153 0.01 0.01 0.00 1. 1 1936 393 0.00 0.00 O.0 D 2.
1 0339 154 0.01 0.01 0.00 1. 1 1939 394 0.00 0.00 DAD 2.
1 0742 155 0.01 O.DI 0.00 1. 1 1942 395 0.00 0.00 OA0 2.
1 0145 156 0.01 0.01 0.00 1. • 1 1945 396 0.00 0.00 0.00 2.
1 0349 153 0.01 0.01 0.00 1. 1 1948 393 0.00 0.00 0.00 2.
1 0751 158 0.01 0.01 0.00 1. 1 1951 398 0.00 0.00 0.00 2.
1 0154 159 O.DI 0.01 0.00 1. • 1 1954 399 0.00 OAD 0.00 2.
1 0757 160 0.01 0.01 0.00 1. 1 1957 400 0.00 0.00 0.00 2.
1 0800 161 0.01 0.01 0.00 1. 1 2000 401 0.00 0.00 0.00 2.
1 0803 162 0.01 D.a1 0.00 1. 1 2003 402 0.00 0.00 0.00 2.
1 0806 163 0.01 0.01 0.00 1. • 1 2006 403 0.00 0.00 0.00 2.
1 0809 164 0.01 0.01 0.00 1. ' 1 2009 404 0.00 0.00 OAD 2.
1 0812 165 0.01 0.01 0.00 1. 1 2012 405 0.00 0.00 0.00 2.
1 G915 166 0.01 0.01 0.00 1. 1 2015 406 0.00 0.00 DAD 2.
1 Cole 169 0.01 O.DI 0.00 1. 1 2018 407 0.00 O.OG O.GO 2.
1 0821 160 0.01 0.01 0.00 1. 1 2021 409 0.00 DAD 0.00 2.
1 0924 169 0.01 0.01 0.00 1. 1 2024 409 DAD DAD DAD 2.
1 0827 170 O.GI 0.01 O.GO I. 1 2021 410 O.OD 0.00 0.00 2.
1 OB30 Ill 0.01 0.01 0.00 1. 1 DIN 411 0.0c 0.00 0.00 2.
1 0833 172 0.01 0.01 0.00 1. 1 2033 412 0.00 0.00 0.00 2.
1 0836 173 0.01 0.01 0.00 1. 1 2036 413 0.00 0.00 0.00 2.
1 0839 174 0.01 O.D1 0.00 1. 1 2039 414 0.00 0.00 0.00 2.
1 0842 175 0.01 0.01 0.00 1. 1 2042 415 0.00 0.00 0.00 2.
1 0045 136 0.01 0.01 0.00 1. 2045 416, 0.011 0.00 0.00 2.
1 0848 173 0.01 0.01 0.90 2. 1 1048 417 0.00 0.00 0.00 2.
1 0951 PB 0.01 OAI 0.00 2. 1 2051 419 0.00 a.OG 0.00 2.
1 OB54 139 0.01 0.01 0.00 2. 1 2054 419 0.00 0.00 0.00 2.
1 0657 180 0.01 0.01 0.00 1. 1 2057 420 OAG 0.00 0.00 2.
1 MOD 181 0.01 0.01 0.011 2. 1 2100 121 D.OG G.00 0.00 2.
1 0903 182 0.01 0.01 0.00 2. 1 2103 422 OAD 3.00 D.00 2.

10 Year-Existing Conditions 15
1 0906 183 O.O] 0.01 0.01 2. • 1 2106 123 0.00 0.00 0.a0 2.
1 1119 184 0.01 0.01 0.01 2. • 1 2109 424 0.00 0.00 0.00 2.
1 0912 185 0.01 0.01 0.01 2. 1 2112 125 0.00 0.00 0.00 2.
1 0915 186 0.01 0.01 0.01 2. • 1 2115 426 0.00 0.11 1., 2.
1 0918 187 0.01 0.01 0.01 2. ' 1 2118 427 0.10 0.00 0.10 2.
1 0921 188 0.01 0.01 0.01 2. • 1 2121 428 0.00 0.00 0.00 2.
1 0924 109 0.DI 0.01 0.01 2. • 1 2124 429 0.00 0.00 0.00 2.
1 0927 190 0.01 0.01 0.01 2. ' 1 2127 111 0.10 0.00 0.00 2.
1 0930 111 a.0] O.OI 0.01 2. • 1 2ll0 9l1 0.00 0.00 0.00 2.
1 0931 192 0.02 0.01 0.01 2. ' 1 2131 4'32 0.00 0.00 0.00 2.
1 0936 193 O.W 0.01 0.01 3. 1 2136 433 0.00 0.00 0.00 2.
1 0939 194 0.02 0.01 0.01 3. ' 1 2139 434 0.00 0.00 0.00 2.
1 0942 195 0.02 0.01 0.01 3. ' 1 2142 435 0.00 0.00 0.00 2.
1 0945 196 0.02 0.01 0.01 3. 1 2145 436 0.00 0.00 0.00 2.
1 0948 197 0.02 0.01 0.01 3. • 1 2148 437 0.00 0.00 0.00 2.
1 0951 198 0.02 0.01 0.01 3. 1 2151 438 0.00 0.00 0.00 2.
1 0954 199 0.02 0.01 0.01 3. • 1 2154 439 0.00 0.00 0.00 2.
1 0957 200 0.02 0.01 0.01 3. • 1 2157 440 0.00 0.00 0.00 1.
1 1000 201 0.02 0.01 0.01 3. ` 1 2200 441 D.00 0.00 0.00 1.
1 1003 202 0.02 0.01 0.01 3. • 1 2203 442 0.00 0.00 0.00 1.
1 1006 203 0.02 0.01 0.01 3. • 1 2206 443 0.00 0.00 0.00 1.
1 1009 204 0.02 0.01 0.01 3. • 1 2209 444 0.00 0.00 0.00 1.
1 1012 205 0.02 0.01 0.01 3. • 1 2212 445 0.00 0.00 0.00 1.
1 1015 206 0.02 0.01 0.01 4. • 1 2215 446 0.00 0.00 0.00 1.
1 1016 207 0.02 0.01 0.01 4. • 1 2218 447 0.00 0.00 0.00 1.
1 1021 208 0.02 0.01 0.01 4. 1 2221 448 0.00 a.00 0.00 1.
1 1024 209 0.02 0.01 0.01 4. • 1 2224 449 0.00 0.00 0.00 1.
1 1027 210 0.02 0.01 0.01 4. 1 2227 450 0.00 0.00 0.00 1.
1 1030 211 0.02 0.01 0.01 4. • 1 2230 451 0.00 0.00 0.00 1.
1 1031 212 0.02 0.01 0.01 4. • 1 2233 452 0.00 0.00 0.00 1.
1 1036 213 0.02 0.01 0.01 4. • 1 2236 453 0.00 0.00 0.00 1.
1 1039 214 0.02 0.01 0.01 S. 1 2239 454 0.00 0.00 0.00 1.
1 1042 215 0.02 0.01 0.01 5. 1 2242 455 0.00 0.00 0.00 1.
1 1045 216 0.02 0.01 0.01 5. • 1 2245 456 0.00 0.00 0.00 1.
1 1046 217 0.02 0.01 0.01 5. 1 2240 457 0.00 0.00 0.00 1.
1 ID51 218 0.02 0.01 0.01 5. I 2251 458 0.00 0.00 0.00 1.
1 1054 219 0.02 0.01 0.01 5. ' I 2254 459 0.00 0.00 0.00 1.
1 1057 220 0.03 0.01 0.02 6. * 1 2257 460 0.00 0.00 0.00 1.
1 1100 221 0.03 0.01 0.02 6. • l 2300 461 0.00 0.00 0.00 1.
1 1103 222 0.03 0.01 0.02 6. 1 2303 462 0.00 0.00 0.00 1.
1 1106 223 0.03 0.01 0.02 6. * 1 2306 463 0.00 0.00 0.00 1.
1 1109 224 0.03 0.01 0.02 6. * 1 2309 464 0.00 0.00 0.00 1.
1 1112 225 0.03 0.01 0.02 ). 1 2312 465 0.00 0.00 0.00 1.
1 1115 226 0.03 0.01 0.02 7. * 1 2315 466 0.00 0.00 0.00 1.
1 1118 227 0.03 0.01 0.02 7. * 1 2318 467 0.00 0.00 0.00 1.
1 1121 228 0.04 0.01 0.02 S. 1 2321 468 0.00 0.00 0.00 1.
1 1124 229 0.04 0.01 0.02 8. • 1 2324 469 0.00 0.00 0.00 1.
1 1127 230 0.04 0.01 0.03 9. • 1 2327 470 0.00 0.00 0.00 1.
1 1130 231 0.04 0.01 0.03 9. 1 2330 471 0.00 0.00 0.00 1.
1 1133 232 0.06 0.02 0.04 10. 1 2333 492 0.00 0.00 0.00 1.
1 1136 233 0.06 0.02 0.04 11. • 1 2336 473 0.00 0.00 0.00 1.
1 1139 234 0.09 0.03 0.06 12. 1 2339 474 0.00 0.00 0.00 1.
1 1142 235 0.09 0.03 0.06 14. • 1 2342 475 0.00 0.00 0.00 1.
1 1145 236 0.12 0.03 0.09 13. 1 2345 476 0.00 0.00 0.00 1.
1 1148 237 0.12 0.03 0.09 21. 1 2348 4]] 0.00 0.00 0.00 1.
1 1151 238 0.15 0.04 0.11 25. • 1 2351 479 0.00 0.00 0.00 1.
1 1154 239 0.15 0.03 0.12 29. 1 2354 479 0.00 0.00 0.00 1.
1 1157 240 0.29 0.06 0.23 35. 1 2357 480 0.00 0.00 0.00 1-
........... ................... ................... u...
TOTAL RAINFALL 7.00, TOTAL LASS - 2.09, TOTAL EACESS 4.92
PEAK FIAM TIME MAXIMUM AVERAGE FIAW _
6-HR 24-MR 72-HR 23.95-HR
(CFS) (MR)
WFS)
81. 12.20 13. 4. 4. 1.
(INCHES) 3.920 4.903 4.903 4.903
(AC-FT) ]. 8. 8. 8.
CUMULATIVE AREA - 0.03 SQ MI
... ... ... ... u. e.. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .e. ... ... ... ... ... ... ... ... ...
..............
]B KK OUC
...........
ODIfall I. Cre0k
BO KO OUTPUT CONTROL VARIABLES
I PRNT 0 PRINT CONTROL
IPLOT 0 PILOT CONTROL
QSCAL 0. HYOROGRAPH PLOT SCALE
I INCH 0 PUNCH COMPUTED HYORIX:RAPH
IOVT 22 SAVE HYOROGRAI'N ON TALL UNIT
ISAVI 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 EAST ORDTNkTE PWCHEO OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS

10 Year - Existing Conditions 16
81 HC HYOROGRAPH COMBINATION
ICOHP 2 NUMBER OF HYOROGRAPHS TO COMBINE
e.....+..++............+e.e.+.+.............+u...+.........++«+.+.+.................. .............
HYOROCRAPH AT STATION Out
SON OF 2 HYDROGMPHS
v........++...........+..++.+.u. ....... ......•.....e.++..+..+...........................++
OR MON HRKI ORD FDOW ` OR MON ORION ORD FUOW • OA MON HININ ORD FDOW ' BA MON HFON ORD FI?M
1 0000 1 0. * 1 0600 121 0. ' 1 1200 241 62. • 1 1800 361 5.
1 0003 2 0. 1 0603 122 0. ' 1 1203 242 22. 1 1803 362 5.
1 0006 3 0. 1 0606 123 0. 1 1206 241 93. • 1 1806 363 5.
1 0009 4 0. • 1 0609 124 0. 1 1209 244 106. • 1 1809 364 5.
1 0012 5 0. ' 1 0612 125 0. ' 1 1212 245 114. • 1 1812 365 5.
1 0015 6 0. ` 1 0615 126 0. ` 1 1215 246 113. ' 1 1815 366 5.
1 0018 V 0. • 1 0618 123 0. 1 1219 247 110. 1 1818 363 5.
1 0021 B 0. • 1 0621 129 0. 1 1221 248 117. 1 1821 369 5.
1 0024 9 0. ` 1 0624 129 0. • 1 1224 249 115. • 1 1624 369 5.
1 0023 10 0. ' 1 0623 130 0. • 1 1227 250 112. • 1 1923 IUD 5.
1 0030 11 0. 1 0630 131 0. 1 1230 251 108. 1 1830 331 5.
1 0033 12 0. 1 0633 132 0. ` 1 1233 252 102. 1 1833 332 5.
1 0036 13 0. ` 1 0636 133 0. 1 1236 253 95. • 1 1836 373 4.
1 0039 14 0. ` 1 0639 134 0. 1 1239 254 88. 1 1839 334 4.
1 0042 15 0. 1 0642 135 0. 1 1242 255 el. ` 1 1842 335 4.
1 0045 16 0. ' 1 0645 136 0. 1 1245 256 34. • 1 1845 376 4.
1 0048 13 0. ' 1 0649 137 1. ' 1 1248 257 68. 1 1648 323 4.
1 0051 10 0. ` 1 0651 138 1. 1 1251 259 63. 1 1851 330 4.
1 0054 19 0. • 1 0654 139 1. 1 1254 259 5. 1 1B54 339 4.
1 0057 20 0. ` 1 0653 140 1. 1 1253 260 52. 1 1853 380 4.
1 0100 21 0. • 1 0300 141 1. • 1 1300 261 48. • 1 1900 381 4.
1 0103 22 0. * 1 0303 142 1. ' 1 1303 262 45. 1 1903 382 4.
1 0106 23 0. + 1 0306 143 1. 1 1306 263 43. 1 1906 383 4.
1 0109 24 0. ' 1 0309 144 1. 1 1309 264 40. + 1 1909 304 4.
1 0112 25 0. + 1 0312 145 1. 1 1312 265 38. 1 1912 385 4.
1 0115 26 0. • 1 0315 146 1. 1 1315 266 35. 1 1915 386 4.
1 0110 23 0. 1 0718 143 1. 1 1318 263 33. ` 1 1918 307 4.
1 0121 28 0. • 1 0321 148 1. 1 1321 268 31. 1 1921 388 4.
1 D124 29 0. ` 1 0724 149 1. 1 1324 269 30. 1 1924 389 4.
1 0123 30 0. ` 1 0327 150 1. 1 1323 230 28. ` 1 1927 390 4.
1 0130 31 0. ` 1 0230 151 1. 1 1330 271 23. 1 1930 391 4.
1 0133 32 0. 1 0733 152 1. 1 1333 232 26. 1 1933 392 4.
1 0136 33 0. • 1 0336 153 1. 1 133E 273 24. 1 1936 393 4.
1 0139 34 0. • a 0339 154 1. 1 1339 224 23. 1 1939 394 4.
1 0142 35 0. 1 0342 155 1. 1 1342 235 22. 1 1942 395 4.
1 D145 36 0. 1 0745 156 1. 1 1345 276 21. 1 1945 396 4.
1 0148 33 0. • 1 V48 157 1. 1 134E 237 21. ` 1 1948 397 4.
1 0151 39 0. 1 0351 150 1. 1 1351 278 20. 1 1951 398 4.
1 0154 39 0. 1 D754 159 1. 1 1354 279 19. 1 1954 399 4.
1 0153 40 0. 1 0353 160 1. 1 1352 280 19. ` 1 1953 400 4.
1 0200 41 0. 1 0800 161 1. 1 1400 281 19. 1 2000 401 4.
1 0203 42 0. 1 0903 162 1. ' 1 1403 282 13. 1 2003 402 4.
1 0206 43 0. 1 0806 163 1. ' 1 1406 293 17. 1 2006 403 4.
1 0209 44 0. 1 0809 164 1. 1 1409 284 12. 1 20D9 404 4.
I 0212 45 0. 1 0812 165 1. 1 1412 285 16. 1 2012 405 4.
1 0215 46 0. 1 0815 166 1. 1 1415 206 16. ' 1 2015 406 4.
1 0218 42 0. 1 0818 162 1. 1 1410 203 15. 1 2018 403 4.
1 0221 48 0. 1 O821 168 2. 1 1421 EBB 15. 1 2021 400 4.
1 0224 49 0. 1 0824 169 2. + 1 1424 2B9 15. 1 2024 409 4.
1 0223 50 0. 1 0827 130 2. 1 1423 290 14. 1 2023 410 4.'
1 0230 51 0. 1 0830 111 2. 1 1430 291 14. ' 1 2030 411 4.
1 0233 52 0. 1 0833 132 2. 1 1433 292 14. 1 2033 412 4.
1 0236 53 0. ' 1 0836 173 2. 1 1436 293 14. 1 2036 413 4.
1 0239 54 0. 1 0839 134 2. 1 1439 294 13. 1 2019 414 4.
1 0242 55 D. 1 O842 135 2. 1 1442 295 13. 1 2042 415 4.
1 0245 56 0. ' 1 0845 176 2. 1 1445 296 13. 1 2045 416 4.
1 0248 SY D. 1 0848 177 2. 1 1448 293 13. • 1 2048 417 4.
1 0251 58 0. 1 0851 138 2. 1 1451 298 13. 1 2051 418 4.
1 0254 59 0. 1 0854 139 2. 1 1454 299 12. 1 2054 419 4.
1 0253 60 0. 1 0951 ISD 2. 1 1453 300 12. 1 2053 420 4.
1 0300 61 0. 1 0900 181 2. 1 1500 301 12. • 1 2100 421 4.
1 0303 62 U. 1 0903 182 2. 1 1503 302 12. 1 2103 422 4.
1 0306 63 0. 1 0906 183 2. 1 1506 303 12. 1 2106 423 4.
1 0309 64 0. 1 0909 184 3. 1 1509 304 11. 1 2109 424 4.
1 0312 65 0. 1 0912 185 3. 1 1512 305 11. 1 2112 425 4.
1 0315 66 0. 1 0915 186 3. 1 1515 306 11. 1 2115 426 4.
1 G318 63 0. 1 0918 183 3. _ 1 1518 307 H. 1 2110 423 4.
1 0321 68 0. 1 0921 188 3. 1 1521 300 11. 1 2121 428 4.
1 D324 69 0. 1 D924 189 3. • 1 1524 309 11. • 1 2124 429 4. -
1 0323 30 0. 1 0921 190 3. 1 1527 310 10. 1 2127 430 4.
1 0330 31 0. 1 0930 191 3.. 1 1530 311 10. 1 2130 431 4.
1 0133 22 0. 1 0933 192 3. 1 1533 312 10. 1 2133 432 4.
1 0336 33 0. 1 0936 193 3. 1536 313 10. 1 2136 433 4.
1 0339 34 0. 1 G939 194 4. 1 1539 314 10. ' 1 2139 434 4.
1 034E 75 0. 1 0992 195 4. 1 154E 315 10. 1 2142 415 4.
1 0345 36 0. l 0995 196 4. 1 1545 316 10. 1 2145 436 4.
1 0348 73 G. 1 0948 193 4. 1 1519 317 9. 1 214E 433 4.
1 0351 79 0. 1 0951 198 4. 1 1551 318 1 2151 438 4.
1 0354 39 0. 1 0954 199 4. 1 1554 319 9. 1 2154 439 4.
1 0957 DD D. 1 0957 200 4. 1 1557 320 9. 1 215] 440 3.

10 Year-Existing Conditions 17
1 0900 8] 0. 1 Ina 111 4. • ] I600 321 9. 1 2200 "1 3.
1 0403 82 0. • 1 ADS 202 4. • 1 I603 322 9. • 1 2201 442 3.
1 0406 83 0. " 1 1006 203 5. • 1 1606 111 8. 1 2206 443 3.
1 0409 84 0. 1 1009 204 5. • 1 1609 324 8. 1 2209 444 3.
1 0412 85 0. • 1 1012 205 5. • 1 1612 325 8. 1 2212 445 3.
1 0415 86 0. • 1 1015 206 5. ' 1 1615 326 8. 1 2215 446 3.
1 0418 87 0. • 1 1018 203 5. " 1 1610 327 6. • 1 2218 443 3.
1 0421 80 0. 1 1021 200 5. • 1 1621 328 8. 1 2221 448 3.
1 0424 89 0. 1 1024 209 5. ' 1 1624 329 0. 1 2224 449 3.
1 0427 90 0. • 1 1021 210 6. ' 1 1622 330 8. 1 2227 450 3.
1 0430 91 0. 1 1030 211 6. ' 1 1630 331 T. 1 2230 451 3.
1 0433 92 0. 1 1033 212 6. • 1 1633 332 3. 1 2233 452 3.
1 0436 93 0. 1 1036 213 6. • 1 1636 333 2. 1 2236 453 3.
1 0439 94 0. 1 1039 214 6. ' 1 1639 334 3. 1 2239 454 3.
1 0442 95 0. 1 1042 215 6. • 1 1642 335 T. 1 2242 455 3.
1 0445 96 0. • 1 1045 216 9. • 1 1645 336 9. • 1 2245 456 3.
1 0440 97 0. • 1 1048 217 3. 1 1648 337 T. • 1 2248 457 3.
1 0451 98 0. 1 1051 218 2. • 1 1651 338 3. 1 2251 458 3.
1 0454 99 0. 1 1054 219 T. • 1 1654 339 3. • 1 2254 459 3.
1 0457 100 0. I 1053 220 3. • 1 1651 340 3. 1 2257 460 3.
1 0500 101 0. • 1 1100 221 8. • 1 1700 341 T. 1 2300 461 3.
1 0503 102 0. 1 1103 222 8. • 1 1703 342 6. 1 2303 462 3.
1 0506 103 0. • 1 1106 223 9. • 1 1306 343 6. • 1 2306 463 3.
1 0509 104 0. • 1 1109 224 10. • 1 1709 344 6. 1 2309 464 3.
1 0512 105 0. 1 1112 225 11. ' 1 1712 345 6. ' 1 2312 465 3.
1 0515 106 0. 1 1115 226 12. ' 1 1715 346 6. ' 1 2315 466 3.
1 0518 107 0. • 1 1118 223 13. ' 1 1719 349 6. 1 2318 463 3.
1 0521 108 0. • 1 1121 226 14. " 1 1721 340 6. 1 2321 468 3.
1 0524 109 0. 1 1124 229 15. • 1 1324 349 6. 1 2324 469 3.
1 0527 110 0. 1 1127 230 16. ' 1 1727 350 6. 1 2327 410 3.
1 0530 111 0. ' 1 1130 231 17. 1 1330 351 6. 1 2330 431 3.
1 0533 112 0. 1 1133 232 18. " 1 1933 352 6. 1 2333 472 3.
1 0536 113 0. 1 1136 233 20. " 1 1336 353 6. 1 2336 473 3.
1 0539 114 0. 1 1139 234 22. • 1 1039 354 6. 1 2339 474 3.
1 0542 115 0. 1 1142 235 25. • 1 1342 355 6. • 1 2342 435 3.
1 0545 116 0. 1 1145 236 28. • 1 1345 356 5. 1 2345 436 3.
1 0548 113 0. 1 1148 237 33. • 1 1948 352 5. 1 2348 477 3.
1 0551 111 0. 1 1151 238 38. * 1 1951 358 5. 1 2351 438 3.
1 0554 119 0. 1 1154 239 44. * 1 1754 359 5. • 1 2354 439 3.
1 0553 120 0. 1 1153 240 51. 1 1757 360 5. 1 2357 400 3.
PEAK FU TIME MAXIMUM AVERAGE FI
6-HR 24-HR 32-HR 23.95-HR
(CF5) IHRI
(CF5)
119. 12.30 29. 9. 9. 9.
(INCHES) 4.207 5.182 5.182 5.182
(AC-FT) 14- 18. I8. I8.
CUMULATIVE AREA - 0.06 SO MI

10 Year- Existing Conditions 18
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FW FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FLOW PEAR AREA STAGE MAX STAGE
6-HOUR 24-HOUR 32-HOVA
HYDROGRAPH AT
804 75. 12.35 16. 5. 5. 0.03
ROUTED TO
POND 66. 12.55 16. S. 5. 0.03
95.74 12.55
HYDROGRAPH AT
200 61. 12.20 13. 4. 4. 0.03
2 COMBINED AT
Out 118. 12.30 29. 9. 9. 0.06
••• NORMAL END OF HEC-1 •••

25 Year-Existing Conditions 2
HEC1 SIN: 1343001909 1CNeraion: 6.33 Data File: C:\TEMP\`VbbOC21.TMP
............................••.••..••.••. •u••..................•u•.•r...••...•
` FLOOD HYDROGRAPH PACKAGE NEC-11 U.S. ARMY CORPS OF ENGINEERS
• MAT 1991 • ` HYDROLOGIC ENGI NEERTUG CENTER
` VERSION 4.0.1E 609 SECOND STREET
• • DAVIS, CALIFORNIA 95616
• ROD DATE 11/10/1998 TIME 19:13:36 ' [phone]
«u............ e..x..«.ar ........... ........................................
K K Kxxxxxx KAKAx K
K K K K K KK
K K K A K
AAKAKKK xxxx A XXXXX x
K A A x x
K K K K x A
K K KKKKKKK xnxxK KKx
...........................................
...........................................
...........................................
...........................................
... Full Microcomputer Implementation ...
by
... Haeatad Hetbods, Inc.
37 Brookeide Road . Waterbury. Connecticut 06100 . I203I 755-1666
THIS PPWRAN REPLACES ALL PREVIOUS VERSIONS OF NEC-1 KNOWN AS HEC1 (JAN 73). NECIGS, NECIDB, AND HECIKW.
THE DEFINITIONS OF VARIAS US -RTIMP- AND -RT1OR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE.
THE DEFINITION OF -ANSKK- ON RN-CARD WAS CHANGED WITH REVISIONS DATED 29 SEP 81. THIS 15 THE FORTRANT VERSION
NEW OPTIONS: OARSMAN OUTFI?N SUBMERGENCE , SINGLE EWNT DAMAGE CALCULATION, DSS:WRITE STAGE TRUANCY,
OSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL I/JSS RATE:GPEEN AND AMPT INFILTRATION
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM

25 Year - Existing Conditions 3
NEC-1 INPUI PAGE 1
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
I ]D 25 Year Existing ConUi tiona
2 T 3 400
3 IO 0 0
4 KK 004
5 KM Site Drainage
6 KO 22
1 BA 0.0322
0 PE, 8.1
9 IN 6
11 PC 0.0000 0:00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00800 0.00900
11 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01000 0.01900
12 PC 0.0200 0.02101 0.02203 0.02301 0.02412 0.02519 0.02627 0.02737 0.02848 0.02961
13 PC 0.0308 0.03191 0.03308 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
14 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05388 0.05531
15 PC 0.0567 0.05821 0.05968 0.06117 0.06267 0.06419 0.06572 0.06727 0.06883 0.07041
16 PC 0.0330 0.07363 0.07530 0.01703 0.07980 0.08063 0.08250 0.00443 0.00640 0.00843
11 PC 0.0905 0.09263 0.09490 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
18 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206
19 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17543 0.18416
20 PC 0.1890 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22918 0.23588 0.24282
21 PC 0.2500 0.25116 0.26644 0.27604 0.28656 0.29800 0.31430 0.33940 0J1330 0.41600
22 PC 0.5000 D.58400 0.62670 0.66060 0.60570 0.70200 O.71344 0.72396 0.73356 0.74224
23 PC 0.7500 0.75716 0.76412 0.11002 0.11120 0.78350 0.78948 0.79522 0.80072 0.00598
24 PC 0.9110 0.81584 0-22057 0.82518 0.82968 0.83406 0.83933 0.84249 0.84652 0.85044
25 PC 0.9543 0.85794 0.86152 0.86499 0.86833 0.87156 0.87468 0.81169 0.88057 0.98334
26 FC 0.8860 0.88850 0.89110 0.89358 0.89600 0.99038 0.90070 0.90298 0.90520 0.90738
21 PC 0.9095 0.91159 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
28 PC 0.9280 0.92959 0.93117 0.93273 0.93428 0.93591 0.93733 0.93883 0.94032 0.94179
29 PC 0.9433 0.94469 0.94612 0.94753 0.94693 0.95031 0.95168 0.95303 0.95437 0.95569
30 PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96024
31 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.91741 0.91850 0.97967
32 PC 0.9808 0.98182 0.992B0 0.98392 0.98496 0.98598 0.98100 0.98800 0.98899 0.90997
33 PC 0.9909 0.99189 0.99284 0.99371 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
34 PC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
35 LS 93
36 UD 0.34
31 KK POND
38 KM Existing Detention Pond
39 KO 22
40 RE I ELEV 94
41 SA 1.12 1.30 1.48 1.58 1.68 1_92 1.95
42 SE 94 94.5 95 95.5 96 96.5 91
43 SQ 9 0.6 2.1 36.4 97.2 179.3 290
44 BE 94 94.5 95 95.5 96 96.5 91
45 KK 200
46 KM FC-200 Basin
41 KO 22
48 BA 0.0319
49 PB 8.1
50 IN 6
51 PC 0.0000 0.00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00800 0.00900
52 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01800 0.01900

25 Year-Existing Conditions 4
NEC-1 INPUT PAGE 2
LINE IO.......1.......2.......3.......4.......5.......6.......I.......8.......9......10
53 PC 0.0110 1.02101 0.02203 0.02301 0.02412 0.02519 0.02623 0.I2Ml 0.02840 0.02961
54 PC 0.0308 0.03191 0.03308 0.03427 0.03541 0.03669 0.03192 0.03917 0.04043 0.04171
55 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05399 0.05531
56 PC 0.0567 0.05821 0.05968 0.06117 0.06261 0.06419 0.06572 0.06727 0.06883 0.07041
53 PC 0.0720 0.07363 0.07530 0.01103 0.07100 0.08063 0.08250 0.00443 0.08640 0.08843
58 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
59 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13846 0.14206
60 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17182 0.17943 O.1B416
61 PC 0.1090 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22918 0.23588 0.24282
62 PC 0.2500 0.25116 0.26644 0.21604 0.28656 0.29000 0.31430 0.33940 0.37330 0.41600
63 PC 0.5000 0.58400 0.62670 0.66060 0.68570 0.70200 0.71344 0.72396 0.73356 0.74224
64 PC 0.7500 0.75718 0.76412 0.11082 0.97728 0.78350 0.70948 0.79522 0.80012 0.80598
65 PC 0.8110 0.81584 0.82051 0.82518 0.82960 0.83406 0.03833 0.84248 0.04652 0.85044
66 PC 0.8543 0.85794 0.86152 0.86498 0.86833 0.97156 0.87468 0.83168 0.88057 O.98334
63 PC 0.6860 0.88058 0.89110 0.09358 0.89600 0.89838 0.90070 0.90298 0.90520 0.90738
60 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92290 0.92470 0.92638
69 PC 0.9280 0.92959 0.93117 0.93273 0.93428 0.93581 0.93733 0.93083 0.94032 0.94119
30 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.55031 0.95168 0.95303 0.95417 0.95569
11 PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96024
12 PC 0.9694 0.97062 0.97179 0.97295 0.91410 0.91523 0.97636 0.91147 0.97858 0.97967
93 PC 0.9000 0.98182 0.98208 0.99392 0.98496 0.98598 0.98700 0.98B00 0.98899 0.98997
74 PC 0.9909 0.99189 0.99284 0.99311 0.99470 0.99561 0.99651 0.99740 0.99829 0.99914
15 PC 1.0000 1.00000 1.00090 1.00000 1.00000 1.00000
16 L8 82
31 UO 0.13
18 NK Out
19 KM ODUall to Creek
80 KO 22
el BC 2
02 22

25 Year- Existing Conditions 5
HECI SIN: 1343001909 HMVersion: 6.33 Data File: C:\TEMP\-vE50C21.TMP
................... xs xxex'exx ..............•................... r•
` FLOOD HYDROGRAPH PACKAGE (HEC-11 U.S. ARMY CORPS OF ENGINEERS `
• MAY 1991 ' • HYDROLOGIC ENGINEERING CENTER
VERSION 4.0.1E ` ' 609 SECOND STREET
• ' DAVI S, CALIFORNIA 95616
• RUN DATE 11/10/1998 TIME 19:13:36 ' • [phone]
.x.a...«eu..«.««................... .xx.x...xx........u.....u.0 u.......
25 Year Existing Conditions
3 IO OUTPUT CONTROL VARIABLES
1PRNT 0 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
GRIM 3 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NQ 480 NIPPER OF HYDROGRAPH ORDINATES
INMATE 1 0 ENDING DATE
NOTI.ME 2353 .ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL 0.05 HOURS
TOTAL TIME BASE 23.95 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH, ELEVATION FEET
FLOW CUBIC FEET PER SECOND
STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
... ... ... ... ... .e. ... ... ... e.. ... ... ... ... ... ... ... ... ... .e. x.. ..: ... ... ... ... ... ... ... ... ... ... ...
..............
4 KK 804
..............
Site Drainage
6 KO OUTPUT CONTROL VARIABLES
I PINT o PRINT CONTROL
IP WT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IPNCH 0 PUNCH COMPUTED MYOROGRAPH
IOUT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAVI 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LP.ST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
9 IN TIME DATA FOR INPUT TIME SERIES ..
J%MIN 6 TIME IWERVAL IN MINUTES
JKDATE 1 0 STARTING DATE
JKTIME 0 STARTING TIME
SUOBASIN RUNOFF DATA
3 BA SUBBASIN CHARACTERISTICS
TAREA 0.03 SUBBASIN AREA
PRECIPITATION DATA
8 PH STORM 8.10 BASIN TOTAL PRECIPITATION
10 PI INCREMENTAL PRECIPITATION PATTERN
0.00 0.00 0.00 0.00 0.00 o.ao 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.D0 0.00 a.Do 0.00 0.00 D.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 O.Do 0.D0 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 _
0.00 0.00 9.ov 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 D.OD 0.ou 0.00 0.00 0.D0 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.00
0.00 0.00 a.00 1.00 0.00 O.DD 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 D.00 0.D0 0.00 0.00 0.00 0.00

25 Year - Existing Conditions 6
O.00 0.00 a.0o o.00 o.00 o.oa 0.00 0.0O 0.00 0.Do
0.00 O.00 0.0O o.00 a.ao O.oa o.00 0.00 DID o.Oo
o.o0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0
.a0 0.00 0.00 0.GO 0.00
0.00 0.00 O.00 0.00 0.0o O.aO G,00 O.GO O.OG o.00
0.00 0.00 0.00 0.00 o.a0 0.00 a.00 0.O0 0.00 0.00
0.00 0.00 0.00 a.Do 0.00 0.01 0.11 1.00 1.00 0.00
0.00 0.00 0.00 0.GO 0.00 000 o.oa o.oa a.DO 0.00
0.a0 0.00 0.00 0.00 0.00 0..00 0.00 0.00 0.00 0.00
0.00 a.00 0.00 0.00 0.00 0.00 0.00 a.0o a.10 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 aal aal o.01
0.01 0.01 0.01 a.ol 0.02 0.02 a.02 0..0E 0..04 014
0.04 0.04 0.02 0,02 0,02 0.02 0.01 0.01 0.01 0.01
0.01 0.01 0.01 a.01 0.00 0.00 0.0a 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 1
.o1
0.00 1.10 0.01 O.00 0100 1
.1
0 0.00
a.00 0.00 0.00 D.00 0.00 a.oa o.ao 0.0o O.o0 0.00
0.00 0.00 0.00 0.00 0,GO 0 00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.ao 0.00 0.00 0.00 0.00 a.no 0.00 a.O0 0.00 0.00
0.00 0.00 0.00 0.0a 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 D.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 O.00 0.00 0.00 0.00 0.00 0.00 0.O0 0.00
0.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 o.00 0.00 0.00 0.01 1.00 1.01 1.00 1.10 0.00
0.00 0.00 0.00 0.00 0.00 0.GO O.a0 a.ao o.ao o.0a
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0-00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.DO
0.00 0.00 0.00 O.00 0.00 0.00 0.00 0.00 0.00
35 LS SCS LOSS RATE
SfRTL 0.15 INITIAL ABSTRACTION
CRVNBR 93.00 CURVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
36 UP SCS DIMENSIONLESS UNITGRAPH
TLAG 0.34 LAG
UNIT MYORWMPM
- 36 END-OF-PERIOD ORDINATES
2. 3. 14. 24. 34. 40. 42. 42. 39. 34.
29. 22. 13. 14. 11. 9. T. 6. 5. 4.
3. 2. 2. 1. 1. 1. 1. 1. 0. 0.
U. 0. 0. 0. 0. 0.
...................................................................................................................................
RYDROGRAPM AT STATION 804
..................................................................................................................................
DA MON IIRMN ORD RAIN LOSS EXCESS COMP 0 DA MON HWW ORD RAIN LOSS EXCESS COMP p
1 GOOD 1 0.00 0.00 0.00 0. 1 1200 241 0.34 0.01 0.33 33.
1 0003 2 0-00 0.00 O.GO 0. 1 1203 242 0.34 0.01 0.33 44.
1 0006 3 0.00 0.00 9.00 0. 1 1206 243 0.34 3.01 0.33 52.
1 OOD9 4 0.00 0.00 0.00 0. 1 1209 244 0.17 0.00 0.11 62.
1 0012 5 0.00 0.00 0.00 0. 1 1212 245 0.13 O.00 0.17 41.
1 0015 6 0.00 0.00 0.00 0. 1 1215 246 0.14 0.00 0.14 79.
1 0018 3 0.00 0.00 0.00 0. 1 1218 243 0.14 1.00 0.14 85.
1 0021 B 0.00 0.00 O.OD 0. 1 1221 248 G.10 G.00 0.10 87.
1 0024 9 0.00 0.00 0.00 0. 1 1224 249 0.10 3.00 0.10 83.
1 0023 10 0.00 0.00 0.00 0. 1 1227 250 0.07 0.00 0.03 84.
1 0030 11 0.00 O.DO O.DO 0. 1 1230 251 0.07 0.00 0.07 8D.
1 0033 12 0.00 0.00 0.00 0. 1 1233 252 0.05 0.00 0.05 34.
1 0036 13 0.00 0.00 O.GO D. 1 1236 253 0.05 0.00 D.05 60.
1 0039 14 0.00 0.00 0.00 0. 1 1239 254 0.01 1.00 0.04 61.
1 0042 15 0.00 0.00 0.00 0. 1 1242 255 0.04 i.00 0.04 55.
1 0045 16 0.00 0.00 0.00 0. 1 1245 256 a.04 0.00 0.04 49.
1 0048 17 0.00 0.00 0.00 0. 1 1249 257 0.04 O.GO 0.04 44.
1 0051 18 0.00 0.00 0.00 0. 1 1251 250 0.04 1.00 0.03 39.
1 OD54 19 0.00 O.OD 0.00 0. 1 1254 259 O.D4 O.00 0.03 3S.
1 0057 20 0.00 0.00 0.00 0. 1 1257 260 0.03 0.00 0.03 31.
1 0100 21 0.00 0.00 0-00 0. 1 1300 161 0.03 i.00 0.03 28.
1 0103 22 D.OD 0.00 0.00 G. 1 1303 262 0.01 1.OD 0.03 26.
1 0106 23 0.00 0.00 0.00 0. 1 1306 263 0.03 1.00 0.03 23.
1 0109 24 0.00 0.00 0.00 O. 1 1309 264 0.03 i.00 0.03 21.
1 0112 25 0.00 0.00 0.00 0. 1 1312 266 0.03 3.00 0.03 20.
1 0115 26 0.00 0.00 0.00 0. 1 1315 266 0.03 0.00 0.03 la.
1 0118 23 0.00 0.00 0.00 0. 1 1318 263 0.01 O.00 0.03 n.
1 0121 20 0.00 0.00 0.00 D. 1 1321 268 0.05 0.00 0.03 13.
1 0124 29 0.00 0.00 0.00 0. 1 1324 269 0.03 3.Oa 0.03 15.
1 0121 30 0.00 0.00 0.00 0. 1 1327 270 0.03 :.Oo 0.02 14.
1 0130 31 0.00 0.00 0.00 0. 1 133D 291 0.03 3.00 0.02 14.
1 0133 322 0.00 0.00 0-00 D. 1 1333 272 0.02 :.0o 0.0: 13.
1 0136 33 0.00 G.00 0.00 0. 1 1336 273 0.02 1.00 0.02 13.

25 Year - Existing Conditions 7
1 0119 34 0.10 1.11 1.01 0. • 1 1339 274 0.02 0.00 0.02 ]2.
1 0142 3s 0.00 0.01 0.00 0. • 1 n42 215 0.02 0.00 0.02 12.
1 0145 36 0.00 0.00 0.00 0. 1 I345 216 0.02 0.00 0.02 11.
1 0198 31 0.00 0.00 0.00 0. • 1 1348 2n 0.02 0.00 0.02 11.
1 0151 38 0.00 0.00 0.00 0. • 1 1351 298 0.02 0.00 0.02 11.
1 0154 39 0.00 0.00 0.00 0. • 1 1354 279 0.02 0.00 0.02 11.
1 0157 40 0.00 0.00 0.00 0. • 1 1357 280 0.02 0.00 0.02 10.
1 0200 41 0.00 0.00 0.00 0. • 1 1400 201 0.02 0.00 0.02 10.
1 0203 42 0.00 0.00 0.00 0. • 1 1403 202 0.02 0.00 0.02 10.
1 0206 43 0.00 0.00 O.DO 0. ' 1 1406 283 0.02 0.00 0.02 10.
1 0209 44 0.00 0.00 0.00 0. • 1 1409 294 0.02 0.00 0.02 9.
1 0212 45 0.00 0.00 0.00 G. • I 1412 285 0.02 0.00 0.02 9.
1 0215 46 0.00 0.00 O.DO 0. • 1 1415 286 0.02 0.00 D.02 9.
1 0218 41 0.00 0.00 0.00 0. ' I 1418 287 0.02 0.00 0.02 9.
1 0221 48 0.00 0.00 0.00 0. • l 1421 288 0.02 0.00 0.02 9.
1 0224 49 0.00 0.00 0.00 0. • 1 1424 209 0.02 0.00 0.02 8.
1 0227 50 0.00 0.00 0.00 G. • 1 1427 290 0.02 0.00 0.02 8.
1 0230 51 0.00 0.00 0.00 0. • 1 1430 291 0.02 0.00 0.02 S.
1 0233 52 0.00 0.00 0.00 0. * 1 1433 292 0.02 0.00 0.02 8.
1 0236 53 0.00 0.00 0.00 0. • 1 1436 293 0.02 0.00 0.02 0.
1 0239 54 0.00 0.00 0.00 0. • 1 1439 294 0.02 0.00 0.02 0.
1 0242 55 0.00 0.00 0.00 0. • 1 1442 295 0.02 0.00 0.02 0.
1 0245 56 0.00 0.00 0.00 0. • 1 1445 296 0.02 0.00 0.02 0.
1 0249 51 0.00 0.00 0.00 0. • 1 1449 293 0.02 0.00 0.02 8.
1 0251 58 0.00 0.00 0.00 0. ` 1 1451 299 0.02 0.00 0.02 1.
1 0254 59 0.00 0.00 0.00 0. • I 1454 299 0.02 0.00 0.02 1.
1 0257 60 0.00 0.00 0.00 0. 1 1451 300 0.02 0.00 0.02 1.
1 0300 61 0.00 0.00 0.00 0. 1 1500 301 0.02 0.00 0.02 1.
1 0303 62 0.00 0.00 0.00 0. 1 1503 302 0.01 0.00 0.01 3.
1 0306 63 0.00 0.00 0.00 0. • 1 1506 303 0.01 0.00 0.01 1.
1 0309 64 0.00 0.00 0.00 0. ` 1 1509 304 0.01 0.00 0.01 1.
1 0312 65 0.00 0.00 0.00 0. 1 1512 305 0.01 0.00 0.01 1.
1 0315 66 0.00 0.00 0.00 0. • 1 1515 306 0.01 0.00 0.01 1.
1 0318 61 0.00 0.00 0.00 0. 1 1518 307 0.01 0.00 0.01 1.
1 0321 68 0.00 0.00 0.00 0. 1 1521 308 0.01 0.00 0.01 6.
1 0324 69 0.00 0.00 0.00 0. • 1 1524 309 0.01 0.00 0.01 6.
1 0327 10 0.00 0.00 0.00 0. 1 1527 310 0.01 0.00 0.01 6.
1 0330 11 0.00 0.00 0.00 0. 1 1530 311 0.01 0.00 0.01 6.
1 0333 12 0.00 0.00 0.00 0. ' 1 1533 312 0.01 0.00 0.01 6.
1 0336 13 0.00 0.00 0.00 0. 1 1536 313 0.01 0.00 0.01 6.
1 0339 14 0.01 0.00 0.00 1. 1 1539 314 0.01 0.00 0.01 6.
1 0342 15 0.01 0.00 DAD 1. 1 1542 315 0.01 0.00 0.01 6.
1 0345 76 0.01 0.00 0.00 1. ` 1 1545 316 0.01 0.00 0.01 6.
1 0348 33 0.01 0.00 0.00 1. 1 1548 317 0.01 0.00 0.01 6.
1 0351 18 0.01 0.00 O.DD 1. • 1 1551 318 0.01 O.OD 0.01 5.
1 0354 19 0.01 0.00 0.00 1. 1 1554 319 0.01 0.00 0.01 5.
1 0357 80 0.01 0.00 0.00 1. 1 1557 320 0.01 0.00 0.01 S.
1 0400 81 0.01 0.00 0.00 1. ' 1 1600 321 0.01 0.00 0.01 5.
1 0403 82 0.01 0.00 0.00 1. 1 1603 322 0.01 0.00 0.01 5.
1 0406 83 0.01 0.00 0.00 1. 1 1606 323 0.01 0.00 0.01 5.
1 0409 84 0.01 0.00 O.OD 1. 1 1609 324 0.01 0.00 0.01 5.
1 0412 85 0.01 0.00 0.00 1. 1 1612 325 0.01 0.00 0.01 S.
1 0415 86 0.01 0.00 0.00 1. 1 1615 326 0.01 0.00 0.01 5.
1 0418 87 0.01 0.00 O.DO 1. 1 1618 327 O.D1 0.00 0.01 5.
1 0421 80 0.01 0.00 0.00 1. ` 1 1621 328 0.01 0.00 0.01 5.
1 0424 89 0.01 0.00 0.00 1. 1 1624 329 0.01 0.00 0.01 5.
1 0431 90 0.01 0.00 0.00 1. 1 1623 330 0.01 0.00 0.01 4.
1 0430 91 0.01 0.00 0.00 1. 1 1630 331 0.01 0.00 0.01 4.
1 0433 92 0.01 0.00 0.00 1. 1 1633 332 0.01 0.00 0.01 4.
1 D436 93 0.01 0.00 O.DO 1. 1 1636 333 0.01 0.00 O.DI 4.
1 0439 94 0.01 0.00 0.00 1. • 1 1639 334 0.01 0.00 0.01 4.
1 0442 95 0.01 0.00 0.00 1. ' 1 1642 335 0.01 0.00 0.01 4.
1 0445 96 0.01 0.00 0.00 1. 1 1645 336 0.01 0.00 0.01 4.
1 0448 91 0.01 0.00 0.00 1. 1 1649 333 0.01 0.00 0.01 4.
1 0451 98 0.01 0.00 0.00 1. 1 1651 338 0.01 0.00 0.01 4.
1 0454 99 0.01 0.00 0.00 1. ' 1 1654 339 0.01 0.00 0.01 4.
1 0453 100 0.01 0.00 0.00 1. 1 1651 340 0.01 0.00 0.01 4.
1 0500 101 0.01 O.DO 0.00 1. 1 1700 341 0.01 0.00 O.DI 4.
1 0503 102 0.01 O.Do 0.00 1. ' 1 1703 342 0.01 0.00 0.01 4.
1 0506 103 0.01 0.00 0.00 1. • 1 1306 343 0.01 0.00 0.01 4.
1 0509 104 0.01 0.00 0.00 1. 1 1709 344 0.01 0.00 0.01 4.
1 0512 105 0.01 0.00 0.00 1. ` 1 1712 345 0.01 0.00 0.01 4.
1 0515 106 0.01 0.00 0.00 1. 1 1715 346 0.01 0.00 0.01 4.
1 0518 107 0.01 0.00 0.00 1. 1 1718 343 0.01 0.00 0.01 4.
1 0521 108 0.01 0.00 O.OD 1. 1 1721 348 0.01 0.00 0.01 4.
1 0524 109 0.01 0.00 0.00 1. 1 1724 349 0.01 0.00 0.01 4.
1 0527 110 0.01 D.D0 0.00 1. 1 1727 350 O.D1 0.00 0.01 4.
1 0530 111 0.01 D.00 O.Do 1. 1 1130 351 0.01 0.00 0.01 3.
1 0533 112 0.01 0.00 0.00 1. 1 1733 352 0.01 0.00 0.01 3.
1 0536 113 0.01 0.00 0.00 1. 1 1736 353 0.01 0.00 0.01 3.
1 0539 114 0.01 DAD 0.00 1. 1 1139 354 0.01 0.00 0.01 3.
1 0542 115 0.01 0.00 0.00 1. 1 114E 355 0.01 0.00 0.01 3.
1 0545 116 0.01 0.00 0.00 1. 1 1745 356 0.01 0.00 0.01 3.
1 0548 117 0.01 0.00 0.00 1. 1 1748 357 0.01 0.00 0.01 3.
1 0551 Us 0.01 0.00 0.00 1. 1 1751 358 0.01 0.00 0.01 3.
1 0554 119 0.01 O.Do 0.00 1. 1 1754 359 0.01 0.00 0.01 3.
1 0557 120 0.01 0.00 0.00 1. 1 1757 360 0.01 0.00 0.01 3.
1 0600 121 0.01 0.00 0.00 1. 1 1800 361 0.01 0.00 0.01 3.
1 0603 122 0.01 0.00 0.00 1. 1 1803 3ti2 0.01 0.00 0.01 3.
1 0606 123 0.01 0.00 0.00 1. 1 1806 363 0.01 0.00 0.01 3.
1 0609 124 0.01 0.00 0.00 1. 1 1809 364 0.01 O.OD O.OI 3.
1 0612 125 0.01 0.00 0.00 2. • 1 1912 365 0.01 O.OD O.DI 3.
1 0615 126 0.01 0.00 0.00 2. 1 1015 366 0.01 0.00 0.01 3.
1 0618 127 0.01 0.00 0.00 2. i 1810 367 0.0! D.00 0.01 3.
1 D621 128 0.01 O.DO 0.00 Z. 1 1821 368 0.01 0.00 O.DI 3.

25 Year -Existing Conditions 8
1 1624 129 0.01 OAO 0.00 2. • 1 I824 369 0.01 0.00 0.01 3.
1 062] 110 0.01 0.00 0.00 2. • 1 182] l]0 0.01 0.00 0.01 3.
1 0630 131 0.01 0.00 0.00 2. 1 1830 371 0.01 0.00 0.01 3.
1 0633 132 0.01 0.00 0.00 2. 1 1833 372 0.0] 0.00 0.01 3.
1 0636 133 0.01 0.00 0.00 2. • 1 1836 373 0.01 0.00 0.01 3.
1 0639 134 0.01 0.00 0.01 2. • 1 1839 374 0.a1 0.00 0.01 3.
1 0642 135 0.01 0.00 0.01 2. 1 1842 3)5 0.01 0.00 0.01 J.
1 0645 1]6 0.01 0.00 0.a1 2. ' 1 1845 3]6 0.01 0.00 0.01 J.
1 0648 137 0.01 0.00 0.01 2. ` 1 1840 3)] 0.01 0.00 0.01 3.
1 0651 138 0.01 0.00 0.01 2. ` 1 1851 378 0.01 0.00 0.01 3.
1 1654 139 0.01 0.00 0.01 2. • 1 1854 379 0.01 0.00 0.01 3.
1 065) 140 0.01 0.00 0.01 2. 1 1857 380 0.01 0,10 0.01 3.
1 0700 141 0.01 0.00 0.01 2. • 1 1900 381 0.01 0.00 0.01 J.
1 1713 192 0.11 0,01 0.01 2. • 1 1903 302 0.01 0.00 0.01 3.
1 0706 143 0.0] 0.00 0.0 1 2. • 1 1906 383 0.01 0.00 0.01 3.
1 0709 144 0.01 0.00 0.01 2. ' 1 1909 394 0.01 0.00 0.01 3.
1 0012 145 0.01 0.00 0.U1 2. • 1 1912 315 1.01 0.00 0.01 2.
1 115 U6 0.01 0.00 0.01 2. • 1 1915 386 01 0.00 0.01 2.
1 0718 197 0.01 0.00 0.01 2. ` 1 1918 387 0.0.01 0.00 0.01 2.
1 0)21 111 0 O1 0.00 0.01 2. ` 1 1921 388 0.01 1,10 0.01 2.
1 0]29 149 0.01 0.00 0.0] 2. ' 1 1924 389 0.01 O.On 0.01 2.
1 0]2] 150 0.01 0.00 0.01 2. 1 1927 390 0.01 0.00 0.01 2.
1 0730 151 0.01 0.00 0.01 2. ' 1 1930 391 0.01 a.00 0,01 2.
1 0733 152 0.01 0.00 0.01 3. 1 193] 392 0.01 0.a0 0.01 2.
1 0736 153 0.01 0.00 0.01 3. • 1 1936 393 0.01 0.00 0.01 2.
1 0739 154 0.01 0.00 0.01 3. • 1 1939 394 0.01 0.00 0.01 2.
1 0]42 155 0.01 0.00 0.01 3. I 1942 395 0.01 0.00 0.01 2.
1 0745 156 0.01 0.00 0.01 3. • 1 1945 396 0.01 0.00 0.01 2.
] 0740 157 0.01 0.00 0.01 3. ' 1 1940 397 0.01 0.00 0.01 2.
1 0751 15B 0.01 0.00 0.01 3. ' 1 1951 398 0.01 0.00 0.01 2.
1 0754 159 0.01 0.00 0.01 3. • 1 1954 399 0.01 0.00 0.01 2.
1 0]5] 160 0.01 0.00 0.01 3. • 1 1957 400 0.01 0.00 0.01 2.
1 OB00 161 0.01 0.0a 0.01 3. • I 2011 401 0.01 0,00 0,01 2.
1 a80J 162 0.01 0.00 0.01 3. 1 200J 402 0.01 0.00 0.O1 2.
1 0806 163 0.01 0.00 0.01 3. • 1 2006 403 0.01 0.00 0.01 2.
1 0809 164 0.01 0.00 0.01 3. 1 2009 404 0.01 0.00 0.01 2.
1 0812 165 0.01 0.00 0.01 3. 1 2012 405 0.01 0.00 0.01 2.
1 0815 166 0.11 0.00 0.01 3. ' 1 2015 406 0.01 0.00 0.01 2.
1 0819 167 0.01 0.0 0
0.a1 3. • 1 2018 4a7 0.01 0.0 0
0.01 2.
1 0921 168 0.a1 1.00 0.01 3. 1 2021 408 0.01 1,00 0.01 2.
1 0824 169 0.01 0.00 O.al 3. 1 2024 9O9 0.01 0.00 0.01 2.
1 0827 170 0.01 0.00 0.01 3. 1 2027 410 0.01 0.00 0.01 2.
1 0930 171 0.01 0.00 0.01 3. 1 2030 411 0.01 0.00 0.01 2.
1 0833 1]2 0.01 O.aO 0.01 4. ' 1 2033 412 0.01 0.00 0.00 2.
1 0836 1]3 0.01 0.00 0.01 4. 1 2036 413 0.01 0.00 0.00 2.
1 0839 134 0.01 0.00 0.01 4. • 1 2039 414 0.00 0.00 0.00 2.
1 0842 175 0.01 0.00 0.01 4. 1 2042 415 0.00 0.00 0.00 2.
1 0315 176 0.01 a.0a 0.01 9. • 1 2045 416 0.00 0.00 a.00 2.
1 0848 7 0.01 Q:aa 0.01 9. • 1 2048 41] a.00 0.00 0.00 2.
1 0851 178 0.01 0.00 0.01 4. ' 1 2051 418 0.00 0.00 0.00 2.
1 0854 179 0.01 0.00 0.01 4. • 1 2054 419 0.00 0.00 0.00 2.
1 0957 180 0.02 0.00 0.01 4. ' 1 2057 420 0.00 0.00 0.00 2.
1 0900 181 0.02 0.00 0.01 4. 1 2100 421 0.00 0.00 0.00 2.
1 0903 182 0.02 OAD 0.01 4. • 1 2103 422 0.00 0.00 0.00 2.
1 0906 183 0.02 0.00 0.01 5. 1 2106 423 0.00 0.00 0.00 2.
1 0909 184 0.02 0.00 0.01 5. • l 2109 424 a.00 0." a.00 2.
1 0912 185 0.02 0.00 0.01 5. ' 1 2112 125 a.a0 a.a0 0.00 2.
1 0915 186 0.02 0.00 0.01 5. ' 1 2115 426 0.00 0.00 0.00 2.
1 0918 187 0.02 0.00 0.01 5. 1 2118 427 0.0a 0.00 0.00 2.
1 0921 188 0.02 0.00 0.01 5. 1 2121 428 0.00 0.00 0.00 2.
1 0924 189 0.02 0.00 0.01 5. 1 2124 429 0.00 0.00 0.00 2.
1 0927 190 0.02 0.00 0.01 B. 1 2127 430 0.00 0.00 0.00 2.
1 0930 191 0.02 0.a0 0.01 5. 1 2130 431 0.00 0.00 0.00 2.
1 0933 192 0.02 O.00 0.02 5. 1 2133 432 a.00 0.00 0.09 2.
1 0936 193 0.02 0.00 0.02 5. 1 2136 433 0.00 0.00 0.00 2.
1 0939 194 0.02 0.00 0.02 6. • 1 2139 434 0.00 0.00 0.00 2.
1 0942 195 0.02 0.00 0.02 1 2142 435 0.00 0.00 0.00 2.
1 0945 196 0.02 0.00 0.02 6. 1 2145 436 0.00 0.00 0.00 2.
1 0999 1 A9] 0.02 0.00 0.02 6. 1 2148 43] 0.0a 0.00 0.00 2.
1 0951 19B O2 0.00 0.02 6. 1 2151 439 0.00 O.OD 0.00 2.
1 0954 199 0.02 0.00 0.02 6. 1 2154 439 0.00 0.00 0.00 2.
1 0957 200 0.02 0.00 0.02 6. ' 1 2157 440 0.00 0.00 0.00 2.
1 1000 201 0.02 0.00 0.02 6. 1 2200 441 0.00 0.00 0.00 2.
1 1a03 202 0.02 0.00 0.02 1. • 1 2203 442 0.00 0.00 0.00 2.
1 1006 203 0.02 0.00 0.02 7. 1 2206 443 0.00 0.00 0.00 2.
1 1009 204 0.02 0.00 0.02 7. 1 2209 444 0.00 0.00 0.00 2.
1 1012 205 0.02 0.00 0.02 7. 1 2212 445 0.00 0.00 0.00 2.
1 1015 206 0.02 0.00 0.02 7. 1 2215 446 0.00 0.00 0.00 2.
1 1018 207 0.02 0.00 0.02 7. 1 2218 441 0.a0 0.00 O.OD 2.
1 1021 208 0.02 0.00 0.02 7. 1 2221 448 0.00 0.00 0.00 2.
1 1024 209 0.02 0.00 0.02 7. 1 2224 449 0.00 0.00 0.00 2.
1 1027 210 0.02 0.a0 0.02 1. 1 2227 450 0.00 0.00 0.00 2.
1 1030 211 0.02 0.00 0.02 8. 1 2230 451 0.00 0.00 0.00 2.
1 1033 212 0.03 0.00 0.02 0. 1 2233 452 0.00 0.00 0.00 2.
1 1036 213 0.03 0.00 0.02 9. 1 2236 453 0.00 0.00 0.00 2.
1 1039 214 0.03 0.00 0.02 8. 1 2219 454 0.00 0.00 0.00 2.
1 1042 215 0.03 0.00 0.02 0. 1 2242 455 0.00 a.00 0.00 2.
1 1045 216 0.03 0.00 0.02 a. 1 2245 456 0.00 0.00 0.00 2.
1 1048 217 0.03 0.00 0.02 9. i 2248 457 0.00 0.00 0.00 2.
1 1051 218 0.03 0.00 0.03 9. 1 2251 458 O.Oc 0.00 0.00 2.
1 1054 219 a.03 0.00 0.03 9. 1 2254 459 0.00 0.00 0.00 2.
1 1057 220 0.a3 0.00 0.03 9. 1 2251 460 O.Ou O.OG 0.00 2.
1 1100 221 0.03 0.00 0.03 9. 1 2300 461 0.00 0.00 0.00 2.
1 1103 222 0.03 0.00 0." 10. 1 2303 462 0.00 0.00 0.00 2.
1 1106 223 0.03 0.00 0.03 10. 1 2306 463 0.00 0.00 0.00 2.

25 Year-Existing Conditions 9
1 1109 224 0.11 0.10 0.13 Ia. • ] z309 161 0.0E 0.0E O.Oa 2.
1 1112 225 0.01 0.0E 0.03 10. • i 2312 465 0.0E 0.00 0.0E 2.
1 1115 226 0.04 0.00 0'04 Il. • 1 2315 466 0.10 0.00 0.0E 2.
1 1118 227 0.04 000 0.04 11. 1 2318 46I 0.00 0.00 0.0E 2.
1 1121 228 0.04 0..00 011 I1. • 1 1321 468 0.0E 0.00 1.10 2.
1 1124 229 0.04 0.00 0.04 12. • 1 1124 469 0.0E 0.0E 0.00 2.
1 1127 23D 0.05 0.Go a.04 12. • 1 232T ITa 0.0E 0.01 1.00 2.
1 1130 231 0.05 0.00 0.04 13. 1 2330 471 0.00 0.0E 0.0E 2.
1 1133 232 0.07 0.00 006 13. • 1 2333 472 0.00 0.00 0.00 2.
1 1136 233 0.07 0.00 0.06 14. • 1 2336 473 0.00 0.00 0.00 2.
1 1139 234 0.10 0.01 0.10 15. 1 2339 474 0.00 0.00 0.00 2.
1 1142 235 0.10 0.01 0.10 16. • 1 2342 475 0.00 0.00 0.00 2.
1 1115 136 0.11 0.01 0.13 18. 1 1115 476 0.0E 1.00 1.00 2.
1 1148 237
0.14 0.01 C.13 20. 1 2348 47T 0.0E 0.0E 0.0E Y.
1 1151 238 0.17 0.01 0.17 23. • 1 2351 478 0.00 0.00 0.00 2.
1 1154 239 0.17 0.01 0.17 27. • 1 2354 479 0.00 0.00 0.00 2.
1 1157 240 0.34 0.01 0.33 31. • 1 2357 480 0.00 0.00 0.00 2.
e...•e•.•...•e«........................•.•........•...... .............................. ..«.......u.•..u.u...uu u.........
TOTAL RAINFALL - 0.10, TOTAL LASS 0.84, TOTAL EXCESS 7.26
PEAK FLAW IT HE HAXIMIM AVERAGE I.
6-HR 24-HR 72-HR 23.95-HR
ICES) (MR)
(CFS)
87. 12.35 19. 6. 6. 6.
(INCHES) 5.500 7.230 3.230 3.230
(AC-FT) 9. 12. 12. 12.
CUMULATIVE AREA 0.03 SO HI
«. ... ... ... ... ... ... ... ... ... .r ... u. ... ... ... ... ... ... ... •.. ... ... u. ... ... ... ... ... ... ... ... ...
..............
33 KK POND
••'••' ••• • •Exintinq Detention Pond
39 KO OUTPUT CONTROL VARIABLES
IPRNT 0 PRIM CONTROL
IPUOT a PLOT CONTROL
OSCAL :-0. HYDROGRAPH PLOT SCALE
I PNCII 0 PUNCH COMPUTED HYDROGRAPH
TOOT 22 SAVE HYOROIRAPH ON THIS UNIT
ISAVI 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
HYDROGMPH ROOTING DATA
40 RS STORAGE ROOTING
NOTES 1 NUMBER OF SUBREACHES
ITYP ELEV TYPE OF INITIAL CONDITION
RSVRIC 94.00 INITIAL CONDITION
X 0.00 WORKING R AND D COEFFICIENT
41 SA AREA 1.1 1.3 1.5 1.6 1.7 1.B 2.a
42 SE ELEVATION 94.00 94.50 95.0E 95.50 96.00 96.5E 93,0E
43 SO DISCHARGE 0. 1. 2. 36. 97. 139. 290.
44 SE ELEVATION 94.00 94.50 95i00 95.50 96.00 96.50 93.00
COMPUTED STORAGE-ELEVATION DATA
STORAGE 0.00 0.60 1.30 2.06 2.88 3.75 4.70
ELEVATION 94.00 94.5E 95.00 95.50 96.00 96.50 97.00
COMPUTED STORAGE-ONEFLOW-ELEVATION DATA
STORAGE 0.00 0.60 1.10 2.06 2.88 3.15 4.30
OUTFLOW 0.00 0.60 2.10 36.40 93.20 179.30 290.0E
ELEVATION 94.00 94.50 95.P0 95.50 96.00 91.50 97.00
.e.....0.........................................................................................................................
HYDROGRAPH AT STATION POND
.................................................................u.......u................,......................................
DA MON HRMN ORO OUTFLOW STORAGE STAGE DA MON HRM ORD DOTE 0W STORAGE STAGE DA MON HU' J ORD CUTE IA'n' STORAGE STAGE
1 0000 1 0. 0.0 94.0 1 OBOO 161 0. 0.5 94.4 l 1%da 321 6. 1.4 95.1
1 0003 2 0. 0.0 14.0 • 1 080J 162 D. 0.5 14.4 1 16:3 322 6. L4 115.1

25 Year- Existing Conditions 10
t 0006 3 0. 0.0 94.0 1 0806 163 1. 0.5 94.4 • 1 1606 111 6. 1.4 95.0
1 0009 4 0. 0.0 94.0 ' 1 0809 164 1. 0.5 94.4 • 1 1609 324 5. lA 95.0
] 0012 5 0. 0.0 94.0 • 1 081E l65 1. 0.5 94.4 • 1 1612 325 5. 1.4 95.1
1 0015 6 0. 0.0 94.0 1 0815 166 1. 0.5 94.4 1 1615 326 5. 1.4 95.0
1 0018 7 0. 0.0 94.0 1 0818 16] 1. 0.5 94.5 ' 1 1618 327 5. 1.4 95.1
1 0021 0 0. 0.0 94.0 • 1 0B21 ]68 1. 0.6 94.5 ' 1 )621 328 5. 1_1 95.0
1 0024 9 0. 0.0 94.0 " 1 0824 169 1. 0.6 94.5 ' 1 1624 3201 5. 1.4 95.0
I 0027 10 0. 0.0 94.0 " 1 0B2] ❑0 1. 0.6 94.5 • 1 162] 330 5. L4 95.0
1 0030 11 0. 0.0 94.0 • 1 0830 111 1. 0'6 94.5 1 1630 331 5. L4 95.0
1 0033 12 0. 0.0 94.0 ` 1 0831 112 1. 0.6 99.5 1 1613 132 5. 1.4 95.0
1 0036 13 0. 0.0 94.0 ` 1 0836 173 1. 0.6 94.5 ' 1 1636 333 5. 1.4 95.0
1 0039 14 0. 0.0 94.0 • 1 0839 174 1. 0.6 94.5 1 1639 334 5. 1.4 95.0
1 0042 15 0. 0.0 94.0 ' 1 0842 175 1. 0.6 94.5 • 1 1642 335 5. 1.4 95.0
1 0045 16 0. 0.0 94.0 • 1 0845 176 1. 0.7 94.5 • 1 1645 336 4. 1.4 95.0
1 0048 17 0. 0.0 94.0 • 1 0848 111 1. 0.7 94.5 • 1 1649 337 4. 1.3 95.0
1 0051 18 0. 0.0 94.0 ` 1 0851 178 1. 0.7 94.6 1 1651 338 4. 1.3 95.0
1 0054 19 0. 0.0 94.0 • 1 0854 179 1. O.7 94.6 • I 1654 339 4. 1_3 95.0
1 0057 20 0. 0.0 94.0 • 1 0857 I80 1. 0.7 94.6 ` 1 1657 340 4. 1.3 95.0
1 0100 21 0. 0.0 94.0 ' 1 0900 181 1. 0.7 94.6 ' 1 1700 341 4. 1.1 95.0
1 0103 22 0. 0.0 94.0 • 1 0903 102 1. 0.7 94.6 ' 1 1703 342 4. 1.3 95.0
1 0106 23 0. 0.0 94.0 ` 1 0906 193 1. 0.8 94.6 ' 1 1706 343 4. 1.3 95.0
1 0109 24 0. 0.0 94.0 ` 1 0909 104 1. 0.8 94.6 • 1 1709 344 4. 1.3 95.0
1 0112 25 0. 0.0 94.0 1 0912 195 1. 0.9 94.6 • 1 1712 345 4. 1.3 95.0
1 0115 26 0. 0.0 94.0 ' 1 0915 186 1. 0.8 94.6 • 1 1])5 346 4. 1.3 95.0
1 0116 27 0. 0.0 94.0 ' 1 0918 189 1. 0.8 94.7 ' 1 1718 347 4. 1.3 95.0
1 0121 28 0. 0.0 94.0 ` 1 0921 188 1. 0.8 94.7 • 1 1721 340 4. 1.3 95.0
1 0124 29 0. 0.0 94.0 • 1 0924 195 1. 0.8 94.1 ' 1 1724 149 4. 1.3 95.0
1 0127 30 0. 0.0 94.0 • 1 0927 190 1. 0.9 94.7 ' 1 1727 350 4. 1.3 95.0
1 0130 31 0. 0.0 94.0 1 0930 191 1. 0.9 94.7 ' 1 1730 351 4. 1.3 95.0
1 0133 32 0. 0.0 94.0 ' 1 0933 192 1. 0.9 94.7 • 1 1733 352 4. 1.3 95.0
1 0136 33 0. 0.0 94.0 ' 1 0936 193 1. 0.9 94.7 • 1 1736 353 4. 1.3 95.0
1 0139 34 0. 0.0 94.0 ' 1 0939 194 1. 0.9 94.7 • I 1]39 354 4. 1.3 95.0
1 0142 35 0. 0.0 94.0 • 1 0942 195 1. 1.0 94.8 • 1 1742 355 4. 1.3 95.0
1 0145 36 0. 0.0 94.0 • 1 0945 196 1. 1.0 94.8 • 1 1745 356 3. 1.3 95.0
1 0148 31 0. 0.0 94.0 • 1 094E 197 1. 1.0 94.8 ' 1 1748 357 3. 1.3 95.0
1 0151 38 0. 0.0 94_0 " 1 0951 198 1. 1.0 94.8 • 1 1751 358 3. 1.3 95.0
1 0154 39 0. 0.0 94.0 ` 1 0954 199 2. 1.0 94.8 • 1 1754 359 3. 1.3 95.0
1 0157 40 0. 0.0 94.0 ` 1 0957 200 2. 1.0 94.8 • 1 1]5] 360 3. 1.3 95.0
1 0200 41 0. 0.0 94.0 ` 1 1000 201 2. 1.1 94.8 • I 1800 361 3. 1_3 95.0
1 0203 42 0. 0.0 94.0 • 1 1003 2D2 2. 1.1 94.8 • 1 1803 362 3. 1.3 95.0
1 0206 43 0. 0.0 94.0 • 1 1006 203 2. 1.1 94.9 1 18D6 363 3. 1.3 95.0
1 0209 44 0. 0.0 94.0 • 1 1009 204 2. 1.1 94.9 • 1 1809 364 3. 1.3 95.0
1 0212 45 0. 0.0 94.0 • 1 1012 205 2. 1.1 94.9 ' 1 181E 365 3. 1.3 95.0
1 0215 46 0. 0.0 94.0 • 1 1015 206 2. 1.2 94.9 • 1 1815 366 3. 1.3 95.0
1 0218 47 0. 0.0 94.0 ' 1 101E 207 2. 1.2 94.9 • 1 181B 367 3. 1.3 95.0
1 0221 48 0. 0.0 94.0 ' 1 1021 208 2. 1.2 94.9 1 1021 368 3. IJ 95.0
1 0224 49 0. 0.0 94.0 " 1 1024 209 2. 1.2 95.0 I 1824 369 3. 1.3 95.0
1 0227 50 0. O.D :94.0 ' 1 1027 210 2. 1.3 95.0 • 1 1827 370 3. 1.3 95.0
1 0230 51 0. 0.0 94.0 ' 1 1030 211 2. 1.3 95.0 1 1930 371 3. 1.3 95.0
1 0233 52 0. 0.0 94.0 1 1033 212 2. 1.3 95.0 1 1833 372 3. 1.3 95.0
1 0236 53 0. 0.0 94.0 1 1036 213 3. 1.3 95.0 1 1936 373 3. 1.3 95.0
1 0239 54 0. 0.0 94.0 1 1039 214 4. 1.3 95.0 1 1639 374 3. 1.3 95.0
1 0242 55 0. 0.0 94.0 ' 1 1042 215 5. 1_4 95.0 • 1 1842 375 3. 1.3 95.0
1 0245 56 0. 0.0 94.0 1 1045 216 5. 1.4 95.0 1 1845 376 3. 1.3 95.0
1 0248 57 0. 0.0 94.0 ' 1 1048 217 6. 1.4 95.1 I 1048 3]] 3. 1.3 95.0
1 0251 58 0. 0.0 94.0 • 1 1051 218 6. 1.4 95.1 1 1851 378 3. 1.3 95.0
1 0254 59 0. 0.0 94.0 1 1054 219 7. 1.4 95.1 ' 1 1B54 379 3. 1.3 95.0
1 0257 60 0. 0.0 94.0 1 1057 220 7. IA 95.1 1 1857 380 3. 1.3 95.0
1 0300 61 0. 0.0 94.0 ' 1 1100 221 8. 1.4 95.1 1 1900 381 3. 1.3 95.0
1 OIDI 62 0. 0.0 94.0 ` 1 1103 222 B. 1.4 95.1 1 1903 382 3. IJ 95.0
1 0306 63 0. 0.0 94.0 ' 1 1106 223 B. 1.4 95.1 1 1906 383 3. 1.3 95.0
1 0309 64 0. 0.0 94.0 1 1109 224 9. 1.4 95.1 1 1909 384 3. 1.3 95.0
1 0312 65 0. 0.0 94.0 1 1112 225 9. 1.4 95.1 1 1912 385 3. 1.3 95.0
1 0315 66 0. 0.0 94.0 1 1115 226 9. 1.5 95.1 1 1915 386 3. 1.3 95.0
1 0318 67 0. 0.0 94.0 • 1 1118 227 9. 1.5 95.1 1 1918 387 3. 1_3 95.0
1 0321 68 0. 0.0 94.0 1 1121 228 10. 1.5 95.1 1 1921 398 3.- 1.3 95.0
1 0324 69 0. 0.0 94.0 • 1 1124 229 10. 1.5 95.1 1 1924 309 3. 1.3 95.0
1 0327 70 0. 0.0 94.0 • 1 1127 230 10. 1.5 95.1 1 1927 390 2. 1.3 95.0
1 0330 71 0. O.D 94.0 1 113D 231 11. 1.5 95.1 1 1930 391 2. 1.3 95.0
1 0333 12 0. 0.0 94.0 1 1133 232 11. 1.5 95.1 1 1933 392" 2. 1.3 95.0
1 0336 13 0. 0.0 94.0 1 1136 233 12. 1.5 95.1 1 1936 393 2. 1.3 95.0
1 0339 74 0. 0.0 94.0 ` 1 1139 234 12. 1.5 95.1 1 1939 394 2. 1.3 95.0
1 0342 75 0. 0.0 94.0 1 1142 235 13. 1.5 95.2 • 1 1942 395 2. 1.3 95.0
1 0345 76 0. 0.0 94.0 1 1145 236 14. 1.6 95.2 1 1945 396 2. 1.3 95.0
1 0348 71 0. 0.0 94.0 1 1148 237 14. 1.6 95.2 1 1948 397 2. 1.3 95.0
1 0351 78 0. 0.0 94.0 1 1151 238 16. 1.6 95.2 1 1951 399 2. 1.3 95.0
1 0354 19 0. 0.0 94.0 • 1 1154 239 17. 1.6 95.2 1 1954 399 2. 1.3 95.0
1 0357 80 0. O.D 94.0 1 1157 240 19. 1.7 95.3 1 1957 400 2. 1.3 95.0
1 0400 81 0. 0.0 94.0 1 1200 241 22. IJ 55.3 1 2000 401 2. 1.3 95.0
1 0403 82 0. 0.0 94.0 1 1203 242 25. LB 95.3 1 2003 402 2. 1.3 95.0
1 D40B 83 0. 0.0 94.0 1 1206 243 29. 1.9 95.4 1 2006 403 2. 1.3 95.0
1 0409 84 O. 0.1 94.0 ' 1 1209 241 34. 2..D 95.5 1 2009 404 2. 1.3 95.0
1 0412 05 0. 0.1 94.0 1 1212 245 41. 2.1 95.5 1 2012 405 2. 1.3 95.0
1 0415 86 0. 0.1 94.0 1 1215 246 50. 2.2 95.6 1 2015 406 2. 1.3 95.0
1 0418 8l D. 0.1 94.0 1 1Z1B 241 56. 2.4 95.7 1 2018 07 2. 1.3 95.0
1 0421 08 0. 0.1 94.1 1 1221 249 66. 2.5 15.1 1 2021 408 2. 1.1 95.0
1 0424 89 0. 0.1 94.1 1 1224 249 71. 2.5 95.8 1 2024 409 2. 1.3 95.0
1 0421 90 O. 0.1 94.1 1 1227 250 75. 2.6 95.8 1 2027 410 2. 1.3 95.0
1 0430 91 0. 0.1 94.1 1 1210 251 77. 2.6 95.8 l 2030 411 2. 1.3 95.0
1 0433 92 D. 0.1 94.1 1 1233 252 77. 2.4 95.9 1 2033 412 2 1.I 9L.0
1 091e 93 0. 0.1 94.1 1 1'34 253 15. 2.6 95.tl 1 2036 41l 2. 1.3 95.0
1 0939 99 0. 0.1 94.1 1 1239 254 l2. 2.5 95.B 1 2039 414 2. L3 95.0
1 0442 95 0. 0.1 99.1 1 1242 255 69. 2.5 15.8 1 2042 415 2. 1.3 95.0
1 0445 96 0. D.1 94_1 1 1245 256 64. 2.1 95.1 1 2045 411 2. L3 "5.0
1 0448 91 0. 0.1 NA 1 1 1249 257 59. 2.1 95.1 1 1 204B 417 1. 1.3 5.0

25 Year - Existing Conditions 11
1 0451 98 0. 0.1 91.1 ' 1 1251 258 11. 1.1 95.E • 1 2051 9109 2. 1.3 95.E
1 p154 99 0. 0.1 94.1 • 1 1254 259 50. 2.2 95.E • 1 2051 419 2. 1.3 95.E
1 045) 100 0. p.1 94.1 ' 1 125) 260 45. 2.2 95.E • 1 2057 420 2. 1.3 95.0
1 0500 101 0. 0.1 94.1 ` 1 1300 261 41. 2.1 95.5 • 1 2100 421 2. 1.3 95.0
1 0503 102 0. 0.1 94.1 ' 1 1303 262 37. 2.1 95.5 • 1 2103 422 2. 1.3 95.0
1 0506 103 0. 0.1 94.1 ` 1 1306 263 35. 2.0 95.5 • 1 2106 423 2. 1.3 95.0
1 0509 104 0. 0.1 94.1 • 1 1309 264 33. 2.0 55.4 • 1 2109 424 2. 1.3 95.0
1 0512 105 0. 0.1 94.1 ` 1 1312 265 31. 1.9 95.1 ' 1 2112 425 2. 1.3 95.0
1 0515 106 0. 0.1 94.1 ` 1 1315 266 29. 1.9 95.4 1 2115 426 2. 1.3 95.0
1 0518 107 0. 0.1 94.1 • 1 1318 267 27. 1.9 95.4 1 2118 427 2. 1.3 95.0
1 0521 109 0. 0.1 94.1 • 1 1321 268 25. 1.8 95.3 ' 1 2121 428 2. 1.3 95.0
1 0524 109 0. 0.1 94.1 ' 1 1324 269 23. 1.9 55.3 • 1 2124 429 2. 1.3 95.0
1 0527 110 0. 0.1 94.1 1 1327 270 22. 1.7 95.3 1 2127 430 2. 1.3 95.0
1 0530 111 0. 0.1 94.1 ` 1 1330 271 21. 1.7 95.3 • 1 2130 431 2. 1.3 95.0
1 0533 112 0. 0.2 94.1 • 1 1333 272 19. 1.7 95.3 1 2133 432 2. 1.3 95.0
1 0536 113 0. 0.2 94.1 ' 1 1336 273 18. 1.7 95.2 • 1 2136 433 2. 1.3 95.0
1 0539'114 0. 0.2 94.1 ` I 1339 274 17. 1.6 95.2 • 1 2139 434 2. 1.3 95.0
1 0542 115 0. 0.2 94.1 ` 1 1342 295 16. 1.6 95.2 1 2142 435 2. 1.3 95.0
1 0545 116 0. 0.2 94.1 • 1 1345 276 16. 1.6 95.2 • 1 2145 436 2. 1.3 95.0
1 0548 117 0. 0.2 94.1 • 1 134E 2)) 15. 1.6 95.2 • 1 2148 437 2. 1.3 95.0
1 0551 118 0. 0.2 94.1 • 1 1351 278 14. 1_6 95.2 • 1 2151 438 2. 1.3 95.0
1 0554 119 0. 0.2 94.2 • 1 1354 279 14. 1.6 95.2 • 1 2154 439 2. 1.3 95.0
1 0557 120 0. 0.2 94.2 • 1 1357 280 13. 1.5 95.2 • 1 2157 440 2. 1.3 95.0
1 0600 121 0. 0.2 94.2 • 1 1400 281 13. 1.5 95.2 . 1 2200 441 2. 1.3 95.0
1 0603 122 0. 0.2 94.2 ' 1 1403 282 12. 1.5 95.1 • 1 2203 442 2. 1.3 95.0
1 0606 123 0. 0.2 94.2 . 1 1406 203 12. 1.5 95.1 • 1 2206 443 2. 1.3 95.0
1 0609 124 0. 0.2 94.2 • 1 1409 284 11. 1.5 95.1 • 1 2209 444 2. 1.3 95.0
1 0612 125 0. 0.2 94.2 • 1 1412 285 11. 1.5 95.1 ' 1 2212 445 2. 1.3 95.0
1 0615 126 0. 0.2 94.2 • 1 1415 286 11. 1.5 95.1 ' 1 2215 446 2. 1.3 95.0
1 0618 127 0. 0.2 94.2 . 1 1419 287 10. 1.5 95.1 1 2218 441 2. 1.3 95.0
1 0621 128 0. 0.2 94.2 • 1 1421 288 Ia. 1.5 95.1 • 1 2221 449 2. 1.3 95.0
1 0624 129 0. 0.2 94.2 • 1 1424 269 10. 1.5 95.1 ' 1 2224 449 2. 1.3 95.0
1 0627 130 0. 0.2 94.2 • 1 1427 290 10. 1.5 95.1 ` 1 2227 450 2. 1.3 95.0
1 0630 131 0. 0.3 94.2 • 1 1430 291 9. 1.5 95.1 1 2230 451 2. 1.3 95.0
1 0633 132 0. 0.3 94.2 . 1 1433 292 9. 1.5 95.1 1 2233 452 2. 1.3 95.0
1 0636 133 0. 0.3 94.2 ' 1 1436 293 9. 1.5 95.1 • 1 2236 453 2. 1.3 95.0
1 0639 134 0. 0.3 94.2 . 1 1439 294 9. IA 95.1 1 2239 454 2. 1.3 95.0
1 0642 135 0. 0.3 94.2 • 1 1442 295 9. 1.4 95.1 1 2242 455 2. 1.3 95.0
1 0645 136 0. 0.3 94.2 • 1 1445 296 0. 1.4 95.1 1 2245 456 2. 1.3 95.0
1 064E 137 0. 0.3 94.2 . 1 1440 297 8. 1.4 95.1 • 1 2249 457 2. 1.3 95.0
1 0651 139 0. 0.3 94.2 • 1 1451 298 8. 1.4 95.1 . 1 2251 458 2. 1.3 95.0
1 0654 139 0. 0.3 94.2 . 1 1454 299 8. 1.4 95.1 . 1 2254 4$9 2. 1.3 95.0
1 0657 140 0. 0.3 94.3 • 1 1457 300 0. 1.4 95.1 • 1 2257 460 2. 1.3 95.0
1 0700 141 0. 0.3 94.3 • 1 1500 301 8. 1_4 95.1 ` 1 2300 461 2. 1.3 95.0
1 0703 142 0. 0.3 94.3 ' 1 1503 302 8. 1.4 95.1 • 1 2303 462 2. 1.3 95.0
1 0706 143 0. 0.3 94.3 1 1506 303 8. 1.4 95.1 . 1 2306 463 2. 1.3 95.0
1 0709 144 0. Od 94.3 1 1509 304 ). 1.4 95.1 . 1 2309 464 2. 1.3 95.0
1 0712 145 0. 0.3 ° 94.3 1 1512 305 ). 1.4 95.1 • 1 2312 465 2. 1.3 95.0
1 0715 146 0. 0.4/ 94.3 • 1 1515 306 ). 1.4 95.1 • 1 2315 466 2. 1.3 95.0
1 0718 147 0. 0.4 94.3 ' 1 1518 307 ). 1.4 95.1 • 1 2318 467 2. 1.3 95.0
1 0721 148 0. 0.4 94.3 1 1521 308 3. 1.4 95.1 . 1 2321 468 2. 1.3 95.0
1 0724 149 0. 0.4 94.3 • 1 1524 309 Y. 1.4 95.1 • 1 2324 469 2. 1.3 95.0
1 0727 150 0. 0.4 94.3 1 1527 310 ). 1.4 95.1 • 1 2327 470 2. 1.3 95.0
1 0730 151 0. 0.4 94.3 • I 1530 311 1. 1.4 95.1 . 1 2330 471 2. 1.3 95.0
1 0733 152 0. 0.4 94.3 1 1533 312 ). 1.4 95.1 • 1 2333 472 2. 1.3 95.0
1 0736 153 0. 0.4 94.3 1 1536 313 6. 1.4 95.1 • 1 233E 473 2. 1.2 95.0
1 0739 154 0. 0.4 94.3 1 1539 314 6. 1.4 95.1 1 2339 474 2. 1.2 95.0
1 0742 155 0. 0.4 94.4 ' 1 1542 315 6. 1.4 95.1 1 2342 475 2. 1.2 95.0
1 0745 156 0. 0.4 94.4 1 1545 316 6. 1.4 95.1 1 2345 476 2. 1.2 95.0
1 0748 157 0. 0.4 94.4 1 1548 317 6. 1.4 95.1 1 2348 4)) 2. 1.2 95.0
1 0751 158 0. 0.5 94.4 1 1551 318 6. 1.4 95.1 1 2351 478 2. 1.2 95.0
1 0754 159 0. 0.5 94.4 1 1554 319 6. 1.4 95.1 ' 1 2354 479 2. 1.2 95.0
1 0)5) 160 0. 0.5 94.4 1 1557 320 6. 1.4 95.1 1 2357 480 2. 1.2 95.0
..............••u......u.........................................................................................................
PEAK FNON TIME HAAIMUM AVERAGE FI.U.'
6-HR 24-HR 72-HR 23.95-HR
(CFS) IHR)
(CFS)
)). 12.50 19. 6. 6. 6.
(INCHES) 5.407 6.510 6.510 6.510
(AC-FT) 9. 11. 11. 11.
PEAK STORAGE TIME MAX IMAM AVERAGE STORAGE
6-HR 24-HR 12-HR 23.95-HR
(AC-FT) (HR)
3. 12.50 2. L 1. 1.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 23.95-HR
(FEET) NIR)
95.93 12.5E 95.22 94.72 94.72 94.72
COMO WTIVE AREA - 0.03 SO NI
... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
..............
45 KK 200

25 Year-Existing Conditions 12
•'•`•••'••••"FC-200 Baain
47 NO OUTPUT CONTROL VARIABLES
IPRM 0 PRIM CONTROL
IPLOT 0 PLOT CONTROL
OSCAL 0. HYDROGRAPH PHOT SCALE
I PNCH 0 PUNCH COMPUTED HYDROURAPH
IOVT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMM O.050 TIME INTERVAL IN HOURS
50 IN TIME DATA FOR INPUT TIME SERIES
JXMIN 6 TIME INTERVAL IN MINUTES
JXDATE 1 0 STARTING DATE
JXTI ME 0 STARTING TIME
SUBBASIN RUNOFF DATA
48 BA SUBBASIN CHARACTERISTICS
TAAEA 0.03 SUBBASIN AREA
PRECIPITATION DATA
49 PH STORM 8.10 BASIN TOTAL PRECIPITATION
51 PI INCREMENTAL PRECIPITATION PATTERN
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 O.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.00 0.00 0.00
0.00 0.00 0.00 O.00 D.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 O.00 0.00 0.00 0.00 0.00 0.00 0.00 O.00 D.00
0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 C.Do 0.00 0.00 0.00 0.00 0.00 0.O0 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 000 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.0D O.DC 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 O.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00, 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0D
0.00 0.00 0.00 0.00 0.00 000 0.00 0.00 0.00 O.Do
D.00 0.00 0.00 0.00 0.00 O.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 a.a0 0.00 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.04 0.04
0.04 0.04 0.02 0.02 D.02 0.02 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
D.00 0.00 0.00 0.00 0.00 O.00 0.00 0.00 0.00 o.aD
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 o.GD 0.00 0.00 0.00 000 0.00 O.oD 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.10 0.00 1.a0 0.00 0.00 0.0a 0.a0 0.0a
0.00 0.00 0.00 0.00 0.O0 0.00 0.00 0.00 0.00 0.00 _
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 E.o0 0.00 0.0D 0.00 0.00 0.00 O.Do
0.00 0.00 0.00 0.00 0.00 0.00 0-00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 000
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
C.aD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
D.00 0.00 O.00 0.00 0.00 0.00 0.00 0.00 0.00
76 LS SCS LASS RATE
STRTL 0.44 INITIAL ABSTRACTION
CRVNBR 92.00 CURVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
IT GO SCS DIMENSIONLESS UNITGMPH
TLAG 0.I7 LAG
WARNING •^ TIME INTERVAL IS GREATER THAN .29-LAG
UNIT HYDROORAPII
19 END-OF-PERIOD ORDINATES
12. 39. 71. l9. 09. S0. 9L 21. 14. 9.
6. 4. 9. 2. 1. I. I. 0. 0.

25 Year-Existing Conditions 13
...................,...,.........................,.................r.........r.............r...........................,
HYDROGRAPH AT STATION 200
r..........uu.u.0 u.rue,..•.«...r r..r........................0 r.......................---.............
.
DA MON HRMN ORD RAIN IOSS EXCESS COMP p • OR MON HRMN ORD RAIN WSS EXCESS COMP D
1 0000 1 0.00 O.OD 0.00 0. • 1 1200 241 0.34 0.05 0.29 54.
1 OOOJ 2 0.00 0.00 0.00 0. " 1 1203 242 0.34 0.05 0.29 68.
I 0006 3 0.00 0.00 0.00 0. • ] 120E 211 0.31 0.14 0.1O 82.
1 0009 4 0.00 0.00 0.00 0. • I 1209 244 O.1] 0.02 0.15 93.
1 0012 5 0.00 0.00 0.00 0 • 1 1212 245 0.1] 0.02 0.35 97.
1 0015 6 1.00 0.00 0.00 0.. " 1 1215 246 0.14 0.01 0.12 93.
1 00Ia ] 0.00 0.00 0.00 0. " 1 1211 211 0.11 0.01 0.12 84.
1 0021 8 0.00 0.00 0.00 0. " 1 1221 248 0.10 0.0] 0.09 ]5.
1 0024 9 0.00 0.00 0.00 0. ` 1 1224 249 0.10 0.01 0.09 66
1 0027 10 0.00 0.00 a.00 0. r ] 1227 250 0.0] 0.01 0.06 58.
1 0030 11 0.00 0.00 0.00 0. • 1 1230 251 0.07 0.01 0.0E 50.
1 0033 12 0.00 0.00 0.00 0. • 1 1233 252 0.05 0.00 0.04 43.
1 0036 13 0.00 0.00 0.00 0. • 1 1236 253 0.05 0.00 0.04 37.
1 0039 14 0.00 0.00 0.00 0. " 1 1239 254 0.04 0.00 0.04 31.
1 0042 15 0.00 0.00 0.00 0. ' 1 1242 255 0.04 0.00 0.04 27.
1 0045 16 0.00 0.00 0.00 0. " 1 1245 256 0.04 0.00 0.04 23.
1 0040 17 0.00 0.00 0.00 0. " 1 1248 257 0.04 0.00 0.04 21.
1 0051 18 0.00 0.00 0.00 0. ' 1 1251 258 0.04 0.00 0.03 19.
1 0054 19 0.00 0.00 0.00 0. " 1 1254 259 0.04 0.00 0.03 17.
1 0057 20 0.00 0.00 0.00 0. 1 1257 260 0.03 0.00 0.03 16.
1 0100 21 0.00 0.00 0.00 0. 1 1300 261 0.03 0.00 0.03 15.
1 0103 22 0.00 0.00 0.00 0. * 1 1303 262 0.03 0.00 0.03 14.
1 0106 23 0.00 0.00 0.00 0. 1 1306 263 0.03 0.00 0.03 13.
1 0109 24 0.00 0.00 0.00 0. " 1 1309 264 0.03 0.00 0.03 13.
1 0112 25 0.00 0.00 0.00 0. " 1 1312 265 0.03 0.00 0.03 12.
1 0115 26 0.00 0.00 0.00 0. 1 1315 266 0.03 0.00 0.03 12.
1 0118 27 0.00 0.00 0.00 G. 1 1318 267 0.03 0.00 0.03 11.
1 0121 28 0.00 0.00 0.00 0. * 1 1321 268 0.03 0.00 0.02 11.
1 0124 29 0.00 0.00 0.00 0. • 1 1324 269 0.03 0.00 0.02 11.
1 0127 30 0.00 0.00 0.00 0. 1 1327 270 0.03 D.00 0.02 11.
1 0130 31 0.00 0.00 0.00 0. ' 1 1330 271 0.03 0.00 0.02 10.
1 0133 32 0.00 0.00 0.00 0. • 1 1333 272 0.02 0.00 0.02 10.
1 0136 33 0.00 0.00 0.00 0. • 1 1336 273 D.02 0.00 0.02 10.
1 0139 34 0.00 0.00 0.00 0. 1 1339 274 0.02 0.00 0.02 10.
1 0142 35 0.00 0.00 0.00 0. ' 1 1342 275 0.02 0.00 0.02 10.
1 0145 36 0.00 0.00 0.00 0. 1 1345 276 0.02 0.00 0.02 9.
1 0148 37 0.00 0.00 0.00 0. • 1 1348 2]] 0.02 0.00 0.02 9.
1 0151 38 0.00 0.00 0.00 0. • 1 1351 278 0.02 0.00 0.02 9.
1 0154 39 0.00 0.00 0.00 0. 1 1354 279 0.02 0.00 0.02 9.
1 0157 40 0.00 0.00 0.00 0. 1 1357 280 0.02 0.00 0.02 9.
I 0200 41 0.00 DAD 0.00 0. 1 1400 201 0.02 0.00 0.02 8.
1 0203 42 0.00 0.00 0.00 0. 1 1403 282 0.02 0.00 0.02 8.
1 0206 43 0.00 0.00 O.OD 0. 1 1406 283 D.02 0.00 0.02 B.
1 0209 44 0.00 0.00 0.00 0. 1 1409 284 0.02 0.00 0.02 8.
1 0212 45 0.00 0.00 0.00 0. 1 1412 285 0.02 0.00 0.02 B.
1 0215 46 0.00 0.00 0.00 0. • 1 1415 286 0.02 0.00 0.02 8.
1 0218 47 0.00 0.00 0.00 0. 1 1418 287 002 0.00 0.02 8.
1 0221 48 0.00 0.00 0.00 0. 1 1421 208 0.02 0.00 0.02 7.
1 0224 49 0.00 0.00 DAD 0. 1 1424 209 0.02 0.00 0.02 7.
1 0227 50 0.00 0.00 0.00 0. 1 1427 290 0.02 0.00 0.02 7.
1 D230 51 0.00 0.00 0.00 0. 1 1430 291 0.02 0.00 0.02 7.
1 0233 52 0.00 0.00 0.00 0. 1 1433 292 0.02 0.00 0.02 7.
1 0236 53 0.00 0.00 0.00 0. 1 1436 293 0.02 0.00 0.02 7.
1 0239 54 0.00 0.00 0.00 0. • 1 1439 294 0.02 0.00 0.02 7.
1 0242 55 0.00 0.00 0.00 0. 1 1442 295 0.02 0.00 0.02 7.
1 0245 56 0.00 0.00 O.DO 0. • 1 1445 296 0.02 O.DO D.02 ].
1 0248 57 0.00 0.00 0.00 0. 1 1448 297 0.02 0.00 0.02 1.
1 0251 56 0.00 0.00 0.00 0. 1 1451 299 0.02 0.00 0.01 7.
1 0254 59 0.00 0.00 0.00 0. 1 1454 299 0.02 0.00 0.01 6.
1 0257 60 0.00 0.00 0.00 0. 1 1457 300 0.02 0.00 0.01 6.
1 0300 61 0.00 0.00 0.00 0. 1 1500 Sal 0.02 0.00 0.01 6.
1 0303 62 0.00 0.00 0.00 0. 1 1503 302 0.01 0.00 0.01 6.
1 0306 63 0.00 0.00 0.00 0. 1 1506 303 0.01 0.00 0.01 6.
1 0309 64 0.00 0.00 0.00 0. 1 1509 304 0.01 0.00 0.01 6.
1 0312 65 0.00 0.00 0.00 0. 1 1512 305 0.01 0.00 0.01 6.
1 0315 66 0.00 0.00 0.00 0. 1 1515 306 0.01 0.00 0.01 6.
1 0319 67 0.00 0.00 0.00 0. 1 1518 307 0.01 0.00 0.01 6.
1 0321 68 0.00 0.00 0.00 0. 1 1521 308 0.01 0.00 0.DI 6.
1 0324 69 0.00 0.00 D.00 0. 1 1524 309 0.01 0.00 0.01 6.
1 0323 70 0.00 0.00 0.00 G. 1 1527 310 0.01 0.00 0.01 5.
1 0330 71 0.00 0.00 0.00 0. 1 1530 311 9.01 0.00 0.01 5.
1 6333 R 0.00 0.00 0.00 0. 1 1533 312 0.01 0.00 0.01 5.
1 0336 73 0.00 0.00 0.00 0. 1 1536 313 0.01 0.00 0.01 5.
1 0339 74 0.01 0.01 0.00 0. 1 1539 314 0.01 0.00 0.01 5.
1 0342 75 0.01 0.01 0.00 0. 1 1542 315 0.01 0.00 0.01 5.
1 0315 76 0.01 0.01 0.00 0. 1 1545 316 0.01 0.00 0.01 5.
1 0346 ]] 0.01 0.01 0.00 G. 1 1548 317 0.01 0.00 0.01 5.
1 0351 78 0.01 0.01 0.00 0. 1 1551 319 0.01 0.00 0.01 5.
1 0354 79 0.01 0.01 0.00 0. 1 1554 319 0.01 0.00 0.01 5.
1 0357 80 0.01 0.01 0.00 0. 1 1557 320 0.01 0.00 0.01 5.
1 0400 81 0.01 0.01 0.00 0. - 1 1600 321 0.01 0.00 0.01 4.
1 0403 82 D.01 0.01 0.00 D. 1 1E03 322 0.01 0.00 0.01 4.
1 0406 83 0.01 0.01 0.00 0. 1 1606 323 0.01 0.00 0.01 4.
1 0409 84 O.DI D.OI 0.00 0. 1 1fi09 324 O.DI 0.00 D.OI 4.
1 0412 85 0.01 0.01 0.00 0. 1 I612 325 0.01 0.00 0.01 4.
1 0415 86 0.01 0.01 0.00 0. 1 1615 326 0.01 0.00 0.01 4.
1 0418 87 0.01 0.01 0.00 0. 1 1fi18 32, 0.01 0.00 0.01 4.

25 Year- Existing Conditions 14
1 0421 BB 0.01 0.01 0.00 0. ' 1 1621 328 0.01 0.00 0.01 4.
1 0424 89 0.01 0.0] 0.00 0. 1 1621 329 0.01 1.01 0A 4
1 0427 90 0.01 0.01 0.00 0. 1 1621 330 0.01 0.00 O.D1 4..
1 0430 91 0.01 0.01 0.00 0. ' 1 1630 331 0.01 0.00 0.01 4.
1 0433 92 0.01 0.01 0.00 0. 1 1633 332 0.01 0.00 0.01 4.
1 0436 93 0.01 0.01 0.00 0. • 1 1636 333 0.01 0.0a 0.01 4.
1 0439 94 0.01 0.01 0.00 0. • 1 1639 334 0.01 0.00 0.01 4.
1 0442 95 0.01 0.01 0.00 0. ' 1 1642 335 0.01 0.00 0.01 4.
1 0445 96 0.01 0.01 0.00 0. • 1 1645 336 0.01 0.00 0.01 4.
1 0448 97 0.01 0.01 0.00 0. ` 1 1648 337 0.01 D.DO 0.01 4.
1 0451 98 0.01 0.01 0.00 0. • 1 1651 338 0.01 0.00 0.01 4.
1 0454 99 0.01 0.01 0.00 0. 1 1654 339 0.01 0.00 0.01 4.
1 0453 100 0.01 0.01 0.00 0. • 1 1657 340 0.01 0.00 0.01 4.
1 0500 101 0.01 0.01 0.00 0. • 1 1700 341 0.01 0.00 0.01 3.
1 0503 102 0.01 0.01 0.00 0. ` 1 1703 342 0.01 0.00 0.01 3.
1 0506 103 0.01 0.01 0.00 0. • 1 1306 343 0.01 0.00 0.01 3.
1 0509 104 0.01 0.01 0.00 0. 1 1709 344 0.01 0.00 0.01 3.
1 0512 105 0.01 0.01 0.00 0. ' 1 1312 345 0.01 0.00 0.01 3.
1 0515 106 0.01 D.01 0.00 0. • 1 1315 346 0.01 0.00 0.01 3.
1 0518 107 0.01 0.01 0.00 0. • 1 1718 347 0.01 0.00 0.01 3.
1 0521 108 0.01 0.01 0.00 0. 1 1321 348 0.01 0.00 0.01 3.
1 0524 109 0.01 0.01 0.00 0. 1 1724 349 0.01 0.00 0.01 3.
1 0527 110 0.01 0.01 0.00 0. 1 1721 350 0.01 0.00 0.01 3.
1 0530 111 0.01 0.01 0.00 0. 1 1730 351 0.01 0.00 0.01 3.
1 0533 112 0.01 0.01 0.00 0. • 1 1733 352 0.01 0.00 0.01 3.
1 0536 113 0.01 0.01 0.00 0. ' 1 1736 353 0.01 0.00 0.01 3.
1 0539 114 0.01 0.01 0.00 0. ` 1 1739 354 0.01 0.00 0.01 3.
1 0542 115 0.01 0.01 0.00 0. • 1 1742 355 0.01 0.00 0.01 3.
1 0545 116 0.01 0.01 0.00 0. 1 1345 356 0.01 0.00 0.01 3.
1 0548 113 0.01 0.01 0.00 0. 1 1348 357 0.01 0.00 0.01 3.
1 0551 118 0.01 0.01 0.00 a. • 1 1751 358 0.01 0.00 0.01 3.
1 0554 119 0.01 0.01 0.00 0. • 1 1354 359 0.01 0.00 0.01 3.
1 0553 120 0.01 0.01 OAD 0. • 1 1753 36D 0.01 0.00 0.01 3.
1 0600 121 0.01 0.01 0.00 0. 1 1800 361 0.01 0.00 0.01 3.
1 0603 122 0.01 0.01 0.00 0. ` 1 1003 362 0.01 0.00 0.01 3.
1 0606 123 0.01 0.01 0.00 0. • 1 1806 363 0.01 0.00 0.01 3.
1 0609 124 0.01 0.01 0.00 0. 1 1809 364 0.01 0.00 0.01 3.
1 0612 125 0.01 0.01 0.00 0. 1 1812 365 0.01 0.00 0.01 3.
1 0615 126 0.01 0.01 0.00 0. 1 1015 366 0.01 0.00 0.01 3.
1 0618 127 0.01 0.01 0.00 0. ' 1 1818 363 0.01 0.00 0.01 3.
1 0621 128 0.01 0.01 0.00 0. ' 1 1821 368 0.01 0.00 0.01 3.
1 0624 129 0.01 0.01 0.00 0. • 1 1824 369 O.DI 0.00 0.01 2.
1 0623 13D 0.01 0.01 0.00 0. • 1 1827 370 0.01 0.00 0.01 2.
1 0630 131 0.01 0.01 0.00 0. • 1 1830 371 0.01 0.00 0.01 2.
1 0633 132 0.01 0.01 0.00 0. 1 1833 372 0.01 0.00 0.01 2.
1 0636 133 O.01 0.01 0.00 0. 1 1036 333 0.01 0.00 0.01 2.
1 0639 134 0.01 0.01 0.00 0. • 1 1839 334 0.01 0.00 0.01 2.
1 0642 135 0.01 0.91 0.00 1. 1 1842 335 0.01 0.00 0.01 2.
1 0645 136 0.01 0.01 0.00 1. • 1 1845 336 0.01 0.00 0.01 2.
1 0640 131 0.01 D.01 0.00 1. • 1 1848 all O.DI 0.00 0.01 2.
1 0651 IN 0.01 0.01 0.00 1. ' 1 1951 378 0.01 0.00 0.01 2.
1 0654 139 0.01 0.01 0.00 1. 1 1054 339 0.01 0.00 0.01 2.
1 D651 140 0.01 0.01 0.00 1. 1 1851 380 0.01 0.00 0.01 2.
1 0700 141 0.01 0.01 0.00 1. 1 1900 381 0.01 0.00 0.01 2.
1 0103 142 D.01 0.01 0.OD I. 1 1903 382 0.01 0.00 0.01 2.
I D1D6 143 0.01 0.01 0.00 1. 1 1906 383 0.01 0.00 0.01 2.
1 0709 144 0.01 0.01 0.00 1. • 1 1909 384 0.01 0.00 0.01 2.
1 0712 145 0.01 0.01 O.Do 1. • 1 1912 385 0.01 0.00 0.01 2.
1 0715 146 0.01 0.01 0.00 1. • 1 1915 386 0.01 0.00 a.01 2.
1 0118 147 0.01 0A1 0.00 1. 1 191E 387 0.01 0.00 0.01 2.
1 0721 148 0.01 0.01 0.00 1. 1 1921 388 0.01 0.00 0.01 2.
1 0724 149 0.01 0.01 0.00 1. 1 1924 389 D.01 0.00 0.01 2.
1 0727 150 0.01 0.01 0.00 1. 1 1927 390 0.01 0.00 0.01 2.
1 0730 151 0.01 0.01 0.00 1. 1 1930 191 0.01 0.00 O.DI 2. _
1 0733 152 0.01 0.01 0.00 1. • 1 1933 392 0.01 0.00 0.01 2.
1 0736 153 0.01 0.01 0.00 1. 1 1936 393 0.01 0.00 0.01 2.
1 0739 154 0.01 0.01 OAD 1. 1 1939 394 CAI 0.00 0.01 2.
1 0742 155 0.01 0.01 0.00 1. 1 1942 395 0.01 0.00 0.01 2.
1 0745 156 0.01 0.01 0.00 1. 1 1945 396 0.01 0.00 0.01 2.
1 0148 157 0.01 0.01 0.00 1. 1 1948 397 0.01 0.00 0.01 2.
1 0751 159 0.01 0.01 0.00 1. 1 1951 398 0.01 0.00 0.01 2.
1 0754 159 0.01 0.01 0.00 1. 1 1954 399 0.01 0.00 0.01 2.
1 0757 16D 0.01 0.01 0.00 1. 1 1957 400 0.01 0.00 0.01 2.
1 0800 161 0.01 0.01 SAO 1. ' 1 2D00 401 0.01 0.00 0.01 2.
1 0803 162 0.01 0.01 D.00 1. 1 2003 402 0.01 0.00 0.00 2.
1 0806 163 0.01 0.01 SAO 1. 1 2006 403 OAI 0.00 0.00 2.
1 0809 164 0.01 0.01 OAD 1. 1 2009 404 0.01 0.00 0.00 2.
1 0912 165 0.01 0.01 OAD 1. 1 2012 405 0.01 0.00 0.00 2.
1 0815 16ti 0.01 0.01 0.00 1. 1 2015 406 0.01 0.00 0.00 2.
1 0816 167 0.01 0.01 0.00 2. 1 2018 407 0.01 0.00 0.00 2.
1 0821 168 0.01 0.01 0.00 2. 1 2021 408 0.01 0.00 0.00 2.
1 0824 119 0.01 0.01 a.00 1 2024 409 0.01 0.00 0.00 2.
1 0827 170 CAI 0.01 0.00 2. 1 2027 410 0.01 0.00 0.00 2.
1 0830 Ill 0.01 0.01 0.00 2. 1 2030 411 0.01 0.00 0.00 2.
1 0833 02 0.01 0.01 0.01 2. 1 2033 4!2 0.01 0.00 0.00 2.
1 0836 173 0.01 0.01 0.01 2. 1 2036 413 0.D1 0.00 OAD 2.
1 0839 174 OAI D.01 0.01 2. 1 2039 414 0.00 a.00 OAD 2.
1 0812 175 0.01 D.01 0.01 2. 1 2042 415 0.00 0.00 0.00 2.
1 0945 116 0.01 0.01 0.01 2. 1 2045 116 0.00 0.00 0.00 2.
1 OB48 Ill O.al O.DI D.al I 204B ill 0.10 1.00 0.11 2.
1 0851 1l8 0.01 0.01 0.01 2. 1 2051 4t0 O.OD 0.0o 0.0D 2.
1 0854 111 0.01 OAI 0.01 2. 1 2051 411 0.00 0.00 SAO 2.
1 0D57 160 0.02 0.01 0.01 2. 1 2057 4_'0 0.00 0.00 0.00 2.
1 0900 181 0.02 0.01 0.01 1 2100 421 0.00 0.00 0.00 2.
1 0903 let 0.02 0.01 0.01 1. i 2103 422 SAC 0.00 0.00 2.

25 Year-Existing Conditions 15
1 0906 183 0.02 0.01 0.01 3. 1 2116 121 1.01 0.00 0.00 2.
1 0909 181 0.02 0.01 O.OI 3. ` 1 2109 124 0.00 0.00 0.00 2.
] 0912 185 0.02 0.01 0.01 3. ' 1 2112 425 0.00 0.00 0.00 2.
1 0915 186 0.02 0.01 0,01 3. • 1 2115 116 0.00 0,00 0.00 2.
1 0918 187
0.02 0.01 0.01 3. • 1 2119 927 0.00 0.00 0.00 2.
1 0921 188 0.02 0.01 0.01 3. • 1 2121 420 0.00 0.00 0.00 2.
1 0924 189 0.02 0.01 0.01 3. • 1 2124 429 0.00 0.00 0.00 2.
1 0927 19D 0.02 0.01 0.01 3. • 1 2121 430 1.01 0.10 1.00 2.
1 0930 191 0.02 0.01 0.01 3. • 1 2130 431 0.00 0.00 0.00 2.
1 0933 192 0.02 0.01 0.01 3. ' 1 2133 432 0.00 0.00 0.00 2.
1 0936 193 0.02 0.01 0.01 3. • 1 2136 433 0.00 0.00 0.00 2.
1 0939 194 0.02 0.01 0.01 3. ` 1 2139 434 0.00 0.00 0.00 2.
1 0942 195 0.02 0.01 0.01 4. • 1 2142 435 0.00 0.00 0.00 2.
1 0945 196 0.02 0.01 0.01 4. ` I 2145 436 0.00 0.00 0.00 2.
1 0948 19'I 0.02 0.01 0.01 4. • 1 2148 137 0.00 0.00 0.00 2.
1 0951 198 0.02 0.01 0.01 4. • I 2151 438 0.00 0.00 0.00 2.
1 0954 199 0.02 0.01 0.01 4. ` 1 2154 439 0.00 0.00 0.00 2.
1 0957 200 0.02 0.01 0.01 4. • 1 2157 440 0.00 0.00 0.00 2.
1 I000 201 0.02 0.01 0.01 4. ` I 2200 441 0.00 0.00 0.00 2.
1 1003 202 0.02 0.01 0.01 4. • 1 2203 442 0.00 0.00 0.00 2.
1 1006 203 0.02 0.01 0.01 4. • 1 2206 443 0.00 0.00 0.00 2.
1 1009 204 0.02 0.01 0.01 4. ' 1 2209 444 0.00 0.00 0.00 2.
1 1012 205 0.02 0.01 0.01 5. • I 2212 445 0.00 0.00 0.00 2.
1 1015 206 0.02 0.01 0.01 S. ' 1 2215 446 0.00 0.00 0.00 2.
1 1018 207 0.02 0.01 0.01 5. 1 2210 447 0.00 0.00 0.00 2.
1 1021 208 0.02 0.01 0.01 5. • I 2221 448 0.00 0.00 0.00 2.
1 1024 209 0.02 0.01 0.01 5. ` 1 2224 449 0.00 0.00 0.00 2.
1 1027 210 0.02 0.01 0.01 5. 1 2227 450 0.00 0.00 0.00 2.
1 1030 211 0.02 0.01 0.01 5. • 1 2230 451 0.00 0.00 0.00 2.
1 1033 212 0.03 0.01 0.02 6. • 1 2233 452 0.00 0.00 0.00 2.
1 1036 213 0.03 0.01 0.02 6. • 1 2236 453 0.00 0.00 0.00 2.
1 1039 214 0.03 0.01 0.02 6. • 1 2239 454 0.00 0.00 0.00 2.
1 1042 215 0.03 0.01 0.02 6. • 1 2242 455 0.00 0.00 0.00 2.
1 1045 216 0.03 0.01 0.02 6. ` 1 2245 456 0.00 0.00 0.00 2.
1 1048 20 0.03 0.01 0.02 6. • 1 2248 457 0.00 0.00 0.00 2.
1 1051 2I0 0.03 0.01 0.02 3. 1 2251 450 0.00 0.00 0.00 2.
1 1054 219 0.03 0.01 0.02 3. • 1 2254 459 0.00 0.00 0.00 2.
1 I057 220 0.03 0.01 0.02 7. • I 2253 460 0.00 0.00 0.00 2.
1 1100 221 0.03 0.01 0.02 7.'- ` 1 2300 461 0.00 0.00 0.00 2.
1 I103 222 0.03 0.01 0.02 7. • 1 2303 462 0.00 0.00 0.00 2.
1 1106 223 0.03 0.01 0.02 8. ` 1 2306 463 0.00 0.00 0.00 2.
1 1109 224 0.04 0.01 0.02 8. • 1 2309 464 0.00 0.00 0.00 2.
1 1112 225 0.04 0.01 0.02 8. 1 2312 465 0.00 0.00 0.00 2.
1 1115 226 0.04 0.01 0.03 9. • 1 2315 466 0.00 0.00 0.00 2.
1 1118 223 0.04 0.01 0.03 9. 1 2318 467 0.00 0.00 0.00 2.
1 1121 228 0.04 0.01 0.03 10. 1 2321 468 0.00 0.00 0.00 2.
I 1124 229 0.04 0.01 0.03 10. • 1 2324 469 0.00 0.00 0.00 1.
1 1127 230 0.05 0.01 0.03 11. • 1 2327 470 0.00 0.00 0.00 1.
1 1130 231 0.05 0„01 0.03 11. 1 2330 471 0.00 0.00 0.00 1.
1 1133 232 0.07 0.02 0.05 12. 1 2333 412 0.00 0.00 0.00 1.
I 1136 233 0.07 0.02 0.05 13. 1 2336 473 0.00 0.00 0.00 1.
1 1139 234 0.10 0.03 0.00 15. • 1 2339 474 0.00 0.00 0.00 1.
1 1142 235 0.10 0.02 0.08 le. • 1 2342 475 0.00 0.00 0.00 1.
1 1145 236 0.14 0.03 0.11 21. • 1 2345 436 0.00 0.00 0.00 1.
1 1148 233 0.14 0.03 0.11 25. 1 2348 437 0.00 0.00 0.00 1.
1 1151 238 0.I7 0.04 0.14 30. 1 2351 478 0.00 0.00 0.00 1.
1 1154 239 0.17 0.03 0.14 36. 1 2354 439 0.00 0.00 OA10 1.
1 1153 240 0.34 0.06 0.28 43. 1 2357 490 0.00 0.00 0.00 1.
.....•r....................«.u.................................................................................... .....u.....
TOTAL RAINFALL 8.10, TOTAL LASS 2.15, TOTAL EXCESS - 5.95
PEA% FLA;4 TIME MAXI HUM AVERAGE FVYW
6-HA 24-HR 72-HR 23.95-HR
(CFS) (HR)
(COS(
97. 12.20 16. S. 5. 5.
(INCHES) 4.721 5.939 5.939 5.939
(AC-FT) 8. 10. 10. 10.
CUMVVSIVE AREA = 0.03 SO MI
... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
..............
78 KK Out
0u'fall to Creek
8S KO OUTPUT CONTROL VARIABLES
I PRNT B PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYOROGRAPH PILOT SCALE
PPNCH 0 PUNCH COMPUTED HYOROGRAPH
)OUT 22 SAVE HYORCGRAPH ON THIS UNIT
ISAVI 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 CAST ORDINATE PUNCHED OR SAVED
T LNI NI 0.050 TIME INTERVAL IN HOURS

25 Year - Existing Conditions 16
81 HC HYDRCGRAPH COMBINATION
ICOMP 2 NUMBER OF HYOROGRAPHS TO COMBINE
............... ......................u.v.......................1-..........................................................e•
HYDROGMPH AT STATION OSt
SUM OF 2 HYDROGRAPHS
«.««......e.a...e......e....................................................«.................................................
DA MON HPNN ORD FUJM • DA MON HRMN ORD FWM ' DA MON HRMN ORD FIUW DA MON HRMN ORD FIA1V
1 0000 1 0. 1 0600 121 0. ` 1 1200 241 75. 1 1000 361 6.
1 0003 2 0. • 1 0603 122 0. ` 1 1203 242 93. 1 1803 362 6.
1 0006 3 0. 1 0606 123 0. 1 1206 243 Ill. 1 1806 363 6.
1 0009 4 0. • 1 0609 124 1. 1 1209 244 122. 1 1809 364 6.
1 0012 5 0. ' 1 0612 125 1. ' 1 1212 245 138. 1 1812 365 6.
1 0015 6 0. 1 0615 126 1. 1 1215 246 143. 1 1815 366 6.
1 0018 3 0. 1 0619 127 1. • 1 1218 243 143. 1 1918 363 6.
1 0021 8 0. 1 0621 128 1. 1 1221 248 140. 1 1821 368 5.
1 0024 9 0. ` 1 0624 129 1. ' 1 1224 249 137. 1 1824 369 5.
1 0023 10 0. 1 0627 130 1. ' 1 1223 250 133. 1 1823 330 5.
1 0030 11 0. 1 0630 131 1. 1 1230 251 121. 1 1930 371 5.
1 0033 12 0. 1 0633 132 1. 1 1233 252 120. 1 1833 372 5.
1 0036 13 0. 1 0636 133 1. • 1 1236 253 112. 1 1936 373 5.
1 0039 14 0. 1 0639 134 1. • 1 1239 254 103. 1 1839 334 5.
1 0042 15 0. 1 0642 135 1. • 1 1242 255 95. 1 1842 335 5.
1 0045 16 0. 1 0645 136 1. • 1 1245 256 87. 1 1845 336 5.
1 0040 17 0. 1 0648 137 1. • 1 1248 257 80. 1 1948 373 5.
1 0051 18 0. 1 0651 138 1. ' 1 1251 259 13. 1 1951 378 5.
1 0054 19 0. • 1 0654 139 1. 1 1254 259 62. 1 1854 379 5.
1 0053 20 0. • 1 0653 140 9. ' 1 125/ 260 61. 1 1853 380 S.
1 0100 21 0. 1 0300 141 1. ' 1 1300 261 56. 1 1900 381 5.
1 0103 22 0. 1 0203 142 1. 1 1303 262 51. 1 1903 382 5.
1 0106 23 0. 1 0206 143 1. 1 1306 263 48. 1 1906 383 5.
1 0109 24 0. 1 0309 144 1. • 1 1309 264 45. 1 1909 384 5.
1 0112 25 0. 1 0712 145 1. 1 1312 265 43. 1 1912 385 5.
1 0115 26 0. 1 0715 146 1. ' 1 1315 266 40. 1 1915 386 5-
1 0118 21 0. 1 0318 143 1. 1 1318 263 38. 1 1918 383 5.
1 0121 28 0. ' 1 0721 148 1. 1 1321 268 36. 1 1921 388 5.
1 0124 29 0. 1 0224 149 1. 1 1324 269 34. 1 1924 389 5.
1 0123 30 0. 1 0727 150 1. • 1 1323 270 33. 1 1927 390 5.
1 0130 31 0. ' 1 0330 151 1. 1 1330 231 31. 1 1930 391 5.
1 0133 32 0. 1 0333 152 1. 1 1333 232 30. 1 1933 192 5.
1 0136 33 D. '1 0336 153 1. ' 1 1336 Zia 28. 1 1936 393 5.
1 0139 34 0. - 1 0339 154 1. 1 1339 229 23. 1 1539 394 5.
1 0142 35 0. 1 0342 155 1. ' 1 1342 235 26. 1 1942 395 5.
1 0145 36 0. 1 0345 156 2. 1 1345 276 25. 1 1945 396 S.
1 0148 37 0. 1 0349 152 2. 1 1340 277 24. 1 1948 393 S.
1 0151 38 0. 1 0351 158 2. 1 1351 238 23. 1 1951 399 5.
1 0154 39 0. 1 0354 159 2. 1 1354 239 22. 1 1954 399 5.
1 0157 40 0. 1 035 160 2. 1 135/ 290 22. 1 1953 400 4.
1 0200 41 0. 1 0800 161 2. 1 1400 281 21. 1 2000 401 4.
1 0203 42 0. 1 OB03 162 2. ' 1 1403 282 20. 1 2003 402 4.
1 0206 43 0. 1 0806 163 2. 1 1406 283 20. 1 2006 403 4.
1 0209 44 0. 1 0809 164 2. 1 1409 294 19. 1 2009 404 4.
1 0212 45 0. 1 0812 165 2. 1 1412 285 19. 1 2012 405 4.
1 0215 46 0. 1 0815 166 2. 1 1415 266 18. 1 2015 406 4.
1 0218 43 0. 1 0818 16/ 2. 1 1418 287 IB. 1 2018 403 4.
1 0221 48 0. 1 0921 169 2. 1 1421 288 10. 1 2021 408 4.
1 0224 49 0. 1 0824 169 2. 1 1424 289 13. 1 2024 409 4.
1 0227 50 0. 1 O923 170 2. 1 1423 290 13. 1 2027 410 4.
1 0230 51 0. 1 0830 171 2. 1 1430 291 17. 1 203C 411 4.
1 0233 52 0. 1 0833 132 2. 1 1433 292 16. 1 2033 412 4.
1 0236 53 0. 1 0836 113 3. 1 1436 293 16. 1 2036 413 4.
1 0239 54 0. 1 0839 134 3. 1 1439 294 16. 1 2039 414 4.
1 0242 55 0. 1 0842 135 3. • 1 1442 295 15. 1 2042 415 4.
1 0245 56 0. 1 0945 136 3. 1 1445 296 15. 1 2045 416 4.
1 0248 53 0. 1 0948 133 3. 1 1448 293 15. 1 2048 417 4.
1 0251 56 0. 1 0851 136 3. 1 1451 298 15. 1 2051 418 4.
1 0254 59 0. 1 OB54 139 3. 1 1454 299 14. 1 2054 419 4.
1 0257 60 0. 1 0853 ISO 3. 1 1453 300 14. 1 2057 420 4.
1 0300 61 0. 1 090O 181 3. 1 1500 301 14. 1 2100 421 4.
1 0303 62 0. • 1 0903 182 3. 1 1503 302 14. 1 2103 422 4.
1 030. 63 0. 1 0906 193 4. 1 1506 303 14. 1 2106 423 4.
1 0309 64 0. 1 0909 194 4. 1 1509 304 13. 1 2109 424 4.
1 0312 65 0. 1 0912 185 4. 1 1512 305 13. 1 2112 425 4.
1 0315 66 0. 1 0915 186 4. 1 1515 306 13. i 2115 426 4.
1 031B 67 0. 1 0918 193 4. 1 1518 301 13. 1 2116 427 4.
1 OJ21 68 0. 1 0921 168 4. 1 1521 308 13. 1 2121 428 4.
1 0324 69 U. 1 0924 199 4. 1 1524 309 12. 1 2124 429 4.
1 0323 30 0. 1 0923 190 4. 1 1523 310 12. 1 2127 430 4.
1 0330 31 0. 1 0930 191 4. 1 1530 Ill 12. 1 2130 431 4.
1 0333 32 0. 1 0933 192 5. 1 1533 312 12 i 2133 432 4.
1 0336 73 0. 1 0936 193 5. 1 1536 313 12. 1 2136 433 4.
1 0339 74 0. 1 0939 194 5. i 1539 314 Il. i 2139 434 4.
1 0342 75 0. 1 0942 195 5. 1 1542 315 11. 214E 435 4.
1 0345 16 0. 1 0945 196 5. 1 1545 316 1L i 2145 436 4.
1 0348 37 0. 1 0940 197 5. 1 154R 317 11. i '148 437 4.
I 0351 38 0. 1 0951 198 5. 1 1551 319 11. i 2151 438 4.
1 OJ54 79 0. 1 0954 199 S. 1 1554 319 H. 2154 439 4.
1 .0353 80 0. 1 095 200 9. • 1 1557 320 10. i 2157 440 4.

25 Year-Existing Conditions 17
1 0100 el 0. • 1 1000 201 6. 1 ]600 321 30. 1 2200 911 1.
l 0103 82 0. • 1 300] 202 6. • 1 160) ]22 30. 1 2203 412 1.
1 0406 83 0. • 1 1006 203 6. • 1 1606 323 10. 1 2206 413 1.
1 0409 84 0. • 1 1009 204 6. 1 1609 324 10. • 1 2209 444 4.
1 0412 85 0. • 1 1012 205 6. • 1 1612 325 9. 1 2212 445 4.
1 0415 66 0. • 1 1015 206 6. • 1 1615 326 9. 1 2215 446 4.
1 0418 81 0. • 1 1018 209 1. 1 1618 327 9. • 1 2218 447 4.
1 0421 88 0. • 1 1021 208 3. • 1 1621 328 9. 1 2221 440 4.
1 0424 99 0. • 1 1024 209 3. 1 1624 329 9. 1 2224 449 4.
1 0423 90 0. • 1 1022 210 3. • 1 1620 330 9. • 1 2220 450 4.
1 0430 91 0. • 1 1010 211 3. 1 1630 331 9. 1 2230 451 4.
1 0433 92 0. • 1 1033 212 8. • 1 1633 332 9. • 1 2233 452 4.
1 0436 93 0. • 1 1036 213 9. 1 1636 333 8. ' 1 2236 453 4.
1 0419 94 0. • 1 1039 214 10. • 1 1639 334 B. ' 1 2239 454 4.
1 0442 95 0. • 1 1042 215 11. 1 1642 335 8. 1 2242 455 4.
1 0445 96 0. • 1 1045 216 12. • 1 1645 336 8. • 1 2245 456 4.
1 0440 93 0. • 1 1046 217 12. • 1 1648 333 8. 1 2240 453 4.
1 0451 90 0. ' 1 1051 218 13. 1 1651 338 8. • 1 2251 458 4.
1 0454 99 0. . 1 1054 219 14. • 1 1654 339 8. ` 1 2254 459 4.
1 0453 100 G. • 1 1057 220 14. • 1 1657 140 9. • 1 2257 460 4.
1 0500 101 0. . 1 1100 221 15. • 1 1300 341 S. ` 1 2300 461 4.
1 0503 102 0. 1 1103 222 15. 1 1303 342 8. ` 1 2303 462 4.
1 0506 103 0. • 1 1106 223 16. 1 1306 343 3. • 1 2306 463 4.
1 0509 104 0. • 1 1109 224 16. 1 1309 344 T. 1 2309 464 4.
1 0512 105 0. . 1 1112 225 17. 1 1312 345 3. 1 2312 465 4.
1 0515 106 0. • 1 1115 226 10. 1 1715 346 3. 1 2315 466 4.
1 0518 107 0. 1 1118 227 19. • 1 1718 347 ). 1 2318 463 4.
1 0521 108 0. 1 1121 228 19. 1 1321 348 3. • 1 2321 468 4.
1 0524 109 0. • 1 1124 229 20. 1 1724 349 3. • 1 2324 469 4.
1 0523 110 0. • 1 1123 230 21. 1 1]2] 350 3. 1 2327 430 3.
1 0530 111 0. 1 1130 231 22. 1 1730 351 7, 1 2330 471 3.
1 0533 112 0. • 1 1133 232 23. ' 1 1333 352 3. 1 2333 132 3.
1 0536 113 0. • 1 1136 233 25. 1 1336 353 3. 1 2336 433 3.
1 0539 114 0. 1 1139 234 23. 1 1139 354 3. ` 1 2339 474 3.
1 0542 115 0. • 1 1142 235 30. 1 1342 355 6. 1 2342 435 3.
1 0545 116 0. • 1 1145 236 35. 1 1315 356 6. I 2345 476 3.
I 0548 113 0. 1 1148 233 40. 1 1149 353 6. 1 2348 433 3.
1 0551 118 0. 1 1151 238 46. ` 1 1351 358 6. • 1 2351 138 3.
1 0554 119 0. 1 1154 239 53. 1 1354 359 6. 1 2354 439 3.
1 0552 120 0. 1 1157 240 62. ` 1 1352 360 6. 1 2353 480 3.
................re..0 u..0 uuu«uuu..................................................................r..0 a«.............
PEAK FDOW T1 ME MAXIMUM AVERAGE FLOW
6-HR 24-HR 32-HR 23.95-HR
(CFS) (HR)
(CIS)
143. 12.30 '35. 11. 11. 11.
(INCHES) 5.053 6.226 6.226 6.226
(AC-FT) 13. 21. 21. 21.
CUMULATIVE AREA - 0.06 SQ MI

25 Year - Existing Conditions 18
RUNOFF SUMMARY
FLOW IN CUBIC FEET PER SECOND
TIRE IN HOUR" AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLgi FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FLOV PEAK AREA STAGE MA)( STAGE
6-HOUR 24-HOM 72-HOUR
HYOROGRAPH AT
004 87. 12.35 19. 6. 6. 0.03
ROWED TO
POND 37. 12.50 19. 6. 6. 0.03
95.83 12.50
HYOROGRAPH AT
2D0 97. 12.20 16. S. S. 0.03
2 COMBINED AT
Out 143. 12.30 35. 11. 11. 0.06
... NORMAL END OF NEC-1 "•

100 Year- Existing Conditions 2
HECI SIN: 1343001909 UmVersion: 6.33 Data File: C:\TEMP\-vDR0956.TMP
....••••.««.•.... ..•........••.•••..•• .•......I....................e u....u.
• FLOOD HYDROGMPH PACKAGE (NEC-1) ` • U.S. ARMY CORPS OF ENGINEERS '
• MY 1991 ` ' HYDROLOGIC ENGINEERING CENTER
• VERSION 9.0.1E 609 SECOND STREET '
• . ' DAVIS, CALIFORNIA 95616
' RUN DATE 11/10/1998 TIME 19:14:26 • ' 19161 756-1I01
...................0«•e•«.•••.......•• .•..r....................u..........•
X X XXXXXXX XXXXX X
X X X X X XX
X X X X X
XXXXXXX XXXX X XXXXX X
X X X X X
X X X X X X
X X XXXXXXX XXXXX XXX
...........................................
...........................................
...........................................
...........................................
... Full MicrocoPputer IMlementation ...
by
... Haestaa Methods, Inc. ...
37 Brookside Road • Waterbury, Connecticut 06708 ' [phone]
THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECI (JAN 33), HEC1G5, HECID5, A:m HECIrw.
THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-5TTLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 20 SEP 81. THIS IS THE FORTRAN]l VERSION
NEW OPTIONS: DANSREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY,
DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND MET INFILTRAT:ON
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM.

100 Year - Existing Conditions 3
NEC-1 INPUT PAGE 1
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1 ID 100 Year Exiatin9 COndi tiON
2 T 3 480
3 10 0 0
1 KK 904
5 KM Site Drainage
6 KO 22
7 BA 0.0322
B PB 10.0
9 IN 6
10 PC 0.0000 0.00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00000 0.00900
11 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01800 0.01900
12 PC 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02848 0.02961
13 PC 0.0308 0.03191 0.03300 O.D3421 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
14 PC 0.0430 0.04431 0.04563 0.04697 0.04932 0.04969 0.05107 0.05247 0.0538E 0.05531
15 PC 0.0567 0.05821 0.05960 0.06117 0.06267 0.06419 0.06572 0.06727 0.06883 0.07041
16 PC 0.0320 0.07363 0.07530 0.03703 0.07880 0.00063 0.08250 0.08443 0.00640 0.08843
13 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10090 0.11143
18 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12044 0.13167 0.13502 0.13048 0.14206
19 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416
20 PC 0.1890 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22918 0.23586 0.24282
21 PC 0.2500 0.25316 0.26644 0.27604 0.20656 0.29800 0.31430 0.33940 047330 0.41600
22 PC 0.5000 0.58400 0.62670 0.66D60 0.68570 0.70200 0.71344 0.72396 0.73356 0.74224
23 PC 0.7500 0.3518 0.76412 0.38082 0.37728 0.78350 0.70948 0.79522 0.80072 0.80590
24 PC 0.8110 0.81584 0.02057 0.82518 0.82968 0.83406 0.83B33 0.84240 0.84652 0.85044
25 PC 0.8543 O.B5794 0.86152 0.86490 0.96833 0.87156 0.87460 0.87768 0.89051 0.88334
26 PC 0.8060 0.08858 0.89110 0.89358 0.99600 D.89830 0.90070 0.90298 0.90520 0.90138
23 PC 0.9095 0.91150 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
28 PC 0.9290 0.92959 0.93117 0.93273 0.93428 0.93581 0.93733 0.93883 0.94032 0.94179
29 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
30 PC 0.9530 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824
31 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.97747 0.97859 0.97967
32 PC 0.9006 0.98182 0.90288 0.98392 0.98496 0.9859E 0.98700 0.98800 0.98899 0.98997
33 PC 0.9909 0.99189 0.99284 0.99313 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
34 PC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
35 Ls 93
36 110 0.34
33 KK POND
38 KN Existing Detention Pond
39 KO 22
40 RS 1 ELEV 94
41 SA 1.12 1.30 1.48 1.58 1.6E 1.82 1.95
42 SE 94 :94.5 95 95.5 96 96.5 97
43 SO 0 0.6 2.1 36.4 93.2 139.3 290
44 SE 94 94.5 95 95.5 96 96.5 93
45 KK 200
46 KM FC-200 Basin
43 KO 22
48 BA 0.0319
49 PB 10.0
50 IN 6
51 PC D.0000 0.00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00000 0.00900
52 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01900 0.01900

100 Year-Existing Conditions 4
NEC-1 INPUT PAGE 2
LINE10.......1.......2.......3.......4.......5.......6.......7.......0.......9......10
53 PC 0.1210 1,11111 0.02203 0.0230) 0.02412 0.02519 0.02621 0.02)]) 0.02848 0.02961
54 PC 0.0300 0.0319] 0.0330E 0.C3427 0.03547 0.03669 0.03792 0.03917 0.04013 0.04171
55 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.053B8 0.05531
56 PC 0.0567 0.05821 0.05960 0.06117 0.06267 0.06419 0.06572 0.06727 0.06803 0.07041
57 PC 0.0720 0.07363 0.07530 0.0))03 0.07880 0.08063 0.09250 0.08443 0.08640 0.08043
50 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
59 PC 0.1140 0.11666 0.11943 0,12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206
60 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17402 0.17943 0.18416
61 PC O.1090 0.19402 0.19920 0.20478 0.21052 0.21650 0.22272 0.22918 0.23588 0.24282
fit PC 0.2500 0.25176 0.26644 0.27604 0.28656 0.29800 0.31430 0.33940 0.37330 0.41600
63 PC 0.5000 0.58400 0.6200 0.66060 0.68570 0.70200 0.71344 0.72396 0.73356 0.74224
64 PC 0.7500 0.75718 0.76412 0.))082 0.))728 0.79350 0.78940 0.79522 0.80072 0.80598
65 PC 0.0110 0.81584 0.82057 0.82518 0.82968 D.83406 0.83833 0.94248 0.84652 0.85044
66 PC 0.0543 0.85794 0.06152 0.86496 0.86833 0.87156 0.87468 0.87768 0.88057 O.82334
6 PC O.B860 0.89858 0.89110 0.89359 0.89600 0.89838 0.90070 0.90298 0.90520 0.9073E
68 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
69 PC 0.9280 0.92959 0.93117 0.93213 0.93428 0.93581 0.93733 0.93003 0.94032 0.94179
70 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
71 PC 0.9570 0.95829 0.95958 0.96085 D.96211 0.96336 0.96460 0.96582 0.96704 0.96824
R PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.9))47 0.97858 0.97967
73 a 0.9808 0.98182 0.98288 0.98392 0.98496 0.99598 0.98700 0.98800 0.98899 0.98997
74 K 0.9909 0.99109 0.99284 0.993)) 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
75 PC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
)6 L9 82
)) m 0.1)
)8 KK Out
79 KM Outfall t0 Creek
80 KO 22
61 NC 2
82 22

100 Year- Existing Conditions 5
HBO SIN: 1343001909 MMVerfion: 6.33 Data File: C:\TEMP\-vEH0056.TMP
.........I -......................... .............................
......u.
• FLOOD HYOROGRAPH PACKAGE (NEC-1) • • U.S. ARMY CORPS OF ENGINEERS
' MAT 1991 • HYDROLOGIC ENGINEERING CENTER
' VERSION 4.a.lE • • 609 SECOND STREET
• DAVIS, CALIFORNIA 95616 '
' RUN DATE 11/10/1990 TIMd 19:14:26 • ' [phone] '
.......................................... v...........................«......e...
100 Year Existing Conditions
3 IO OUTPUT CONTROL VARIABLES
IPRNT 0 PRINT CONTROL
IFUOT 0 PLOT CONTROL
DECAL 0. HYOROGRAPH PBUT SCALE
IT HYOROGRAPH TINE DATA
MIN 3 MINUTES IN COMPUTATION INTERVAL
]DATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NO 480 NUMBER OF HYDROGRAPH ORDINATES
NDOATE 1 0 ENDING DATE
NDTIME 2357 ENDING TIRE
ICENT 19 CENTURY HARK
COMPUTATION INTERVAL 0.05 HOURS
TOTAL TIME BASE 23.95 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH, ELEVATION FEET
F DOW CUBIC FEET PER SECOND
STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
. ... ... ... ... ... ... ... ... ... I.. ... ... ue ... ... ... ..e ... ... e.. u. ... ... ... ... ... ... ... ...
..............
4 KK 804
'•'•*• •' Site Drainage
6 KO OUTPUT CONTROL VARIABLES
1PR PT 0 PRINT CONTROL
(PLOT a PLOT CONTROL
OSCAL 0. HYOROGRAPH PLAT SCALE
LPNCH 0 PUNCH COMPUTED HYDRCGRAPH
ion 22 SAVE HYOROGRAPH ON THIS UNIT
ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TINE INTERVAL IN HOURS
9 IN TIME DATA FOR INPUT TIME SERIES
JXMIN 6 TINE INTERVAL IN MI MBEs
JXOATE 1 0 STARTING DATE
JXTIME 0 STARTING TIME
SUBBASIN RUNOFF DATA
7 SA SUBBASIN CHARACTERISTICS
TAREA 0.03 SUBBASIN AREA
PRECIPITATION DATA
B PH STORM 10.00 BASIN TOTAL PRECIPITATION
10 PI INCREMENTAL PRECIPITATION PATTERN
0.00 0.00 o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.O0 0.00 0.O0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.0D 0.00 0.00 0.00 0.00 0.0a c.00 0.0D D.0 a
G.00 D.00 0.00 O.OG 0.00 0.00 0.00 0.G0 0.00 0.00
0.00 O.a0 0.00 0.00 0.00 0.00 D.00 D.CD 0.00 D.00
0.00 0.00 0.00 0.00 0.00 0.00 0.60 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 B.ao 0.00 0.00 B.BG
0.co 0.00 0.00 0.00 D.J0 0.00 0.00 0.00 0.00 0.Do
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

100 Year -Existing Conditions b
0.00 0.00 0.00 0.00 0.01 0.11 0.10 0.00 1.11 0.00
0 00 a.00 1.00 0.a0 0.00 0.00 O.10 0.00 0.00 0.00
0.00 C.o0 0.00 o.a0 a.00 0.00 0.00 0.0a 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 a.0a
a.OD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.010
0.10 0.01 0.0a 0.00 0.00 0.00 1.01 0.00 0.00 0.00
0.IS 0.00 0.00 0.0, 0.00 0.00 0.00 o.E0 0.00 0.00
0.00 a.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.ao 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 O.OU 0.01 0.01 0.01 a.01
0.01 0.01 0.01 0.01 0.1
2 0.02 a.02 0.02 0.04 0.01
0.04 0.04 0.02 0.02 0.a2 0.02 0.01 0.01 0.01 0.a1
0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.01 0.00 0.10 0.10 0.10 0.00 0.00 0.00 1.01
0.00 0.00 0.00 0.00 0.00 0.00 0.0o 0.00 a.00 0.00
0.00 0.00 0.00 0.00 B.O0 O.OD O.00 a 00 0,00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.0o 0.ao 0.00 0.00 0.00 0.00 0.00 0.00 0.10
0.00 0.00 a 00 0.00 0.00 0.00 0.0E 0.00 0.00 O.o0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.01 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 O.00 0.00 0.00 0.00 0.00
O.00 1.00 0.11 0.10 0.00 0.00 0.Da 0.00 0.00 0.00
0.00 0.00 0.00 C.oE 0.00 0.00 0.00 0.00 0.ao O.00
o.o0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.Co
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01
0.00 0.00 0.00 0.00 O.00 0.00 0.00 0.00 o.OE 0.00
0.00 0.00 o.00 0.00 0.0C 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
35 IS SCS LOSS RATE
STRTL 0.15 INITIAL ABSTRACTION
CRVNBR 93.00 CURVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
36 UD SCS DIMENSIONLESS UNITGRAPH
TLAG O.34 LAG
UNIT HYOROGRAPH
36 END-OF-PERIOD ORDINATES
2. 1. 14. 24. 34. 40. 42. 42. 39. 34.
29. 22. 13. 14. 11. 9. 3. 6. 5. 4.
3. 2. 2. 1. 1. 1. 1. 1. D. 0.
0. 0. 0. 0. 0. 0.
...................................................................................................................................
MYOROGRAPH AT STATION 904
...........I.........................u..u.uu..........- a u... .......................................................u.0
CA MON RRNN ORD RAIN LOSS EXCESS DO" Q DA MON HRMN ORD RAIN LOSS EXCESS COMP 0
1 0000 1 0.00 0.00 0.00 0. ` 1 1200 241 0.42 0.01 0.41 46.
1 0003 2 0.01 0.01 0.00 0. ` 1 1203 242 0.42 0.01 0.41 55.
1 0006 3 0.01 0.01 0.00 0. • I 1206 243 0.42 0.01 0.41 66.
1 0009 4 0.01 0.01 0.00 0. ' 1 1209 244 0.21 0.00 0.21 73.
1 0012 5 0.01 0.01 0.00 0. 1 1212 245 0.21 0.00 0.21 89.
1 0015 6 0.01 0.01 0.00 0. ' 1 1215 246 0.17 0.00 0.13 99.
1 0018 3 0.01 0.01 0.00 0. ` 1 1218 247 0.13 0.00 0.13 105.
1 0021 8 0.01 0.01 0.00 0. 1 1221 248 0.13 0.00 0.12 108.
1 Oo24 9 0.01 0.01 0.00 0. 1 1224 249 0.13 0.00 0.12 108.
1 0021 10 0.01 0.01 0.00 0. 1 1227 250 0.08 0.00 C.OB 105.
1 0030 11 0.01 0.01 0.00 0. 1 1230 251 0.08 0.00 0.00 99.
1 0033 12 0.01 0.01 0.00 0. 1 1233 252 0.06 0.00 0.06 92.
1 0036 13 0.01 0.01 0.00 0. ' 1 1236 253 0.06 0.00 0.06 64.
1 0039 14 0.01 0.01 0.00 0. 1 1239 254 0.05 0.00 0.05 36.
1 0042 15 0.01 0.01 0.00 0. ` 1 1242 255 0.05 0.00 0.05 68.
1 OB45 16 0.01 0.01 0.00 0. ' 1 1245 256 0.05 0.B0 0.05 61.
1 0048 13 0.01 0.01 0.00 0. 1 124E 253 0.05 0.00 0.05 54.
1 0051 18 0.01 0.01 0.00 0. 1 1251 258 0.04 0.00 0.04 48.
1 0054 19 0.01 0.01 0.00 0. 1 1254 259 0.04 0.00 0.04 43.
1 0057 20 0.01 0.01 0.00 0. 1 1253 260 0.04 0.00 0.04 39.
1 0100 21 0.01 0.01 0.00 0. 1 1300 261 0.04 0.00 0.04 35.
1 0103 22 0.01 B.01 0.00 0. 1 1303 262 0.04 0.00 0.04 32.
1 0106 23 0.01 0.01 0.00 0. 1 1306 263 0.04 0.00 0.04 29.
1 0109 24 0.01 0.01 0.00 0. 1 1309 264 0.03 0.00 0.03 27.
1 0112 25 0.01 0.01 0.00 0. 1 1312 265 0.03 0.00 0.03 25,
1 0115 26 0.01 0.01 0.00 0. 1 1315 266 0.03 0.00 0.03 23.
1 0110 23 0.01 G.01 0.00 0. 1 1318 253 0.03 0.00 0.03 21.
1 0121 28 0.01 0.01 0.00 0. 1 1321 268 0.03 0.00 0.03 20.
1 0124 29 0.01 0.01 0.00 0. 1 1324 269 0.00 O.BO 0.03 19.
1 0123 30 0.01 0.01 0.00 0. 1 1327 270 0.03 0.00 0.03 18.
1 0130 31 0.01 0.01 0.00 0. 1 1330 231 0.01 0.00 0.03 17.
1 0133 32 0.01 0.00 0.00 0. 1 1333 232 0.03 0.00 0.03 1,
1 0136 33 0.01 0.00 0.00 O. 1 1330 273 0.03 0.00 0.03 16.

100 Year- Existing Conditions 7
1 0139 34 0.01 0.00 0.00 0. • 1 1339 274 0.03 0.00 0.03 15.
1 0192 JS 0.01 0.00 0.00 0. • 1 1342 295 0.01 0.00 a.01 ]s.
L 0195 36 0.01 0.00 0.01 0. • 1 1345 296 0.03 0.00 a.o3 11.
1 0148 30 0.01 0.00 0.00 0. • 1 1348 2n 0.03 a 00 0.03 14.
1 0151 38 0.01 0.00 0.00 0. • 1 1351 278 a.03 0.00 0.03 13.
1 0154 39 0.01 0.00 0.00 0. • 1 1354 279 0.03 0.00 0.03 13'
1 a157 40 0.01 0.00 0.00 0. • 1 1357 2BO 0.03 0.00 0.02 13.
1 0200 41 0.01 0.00 0.00 0. • 1 1400 291 0.03 0.00 0.02 12.
1 0213 42 0.01 0.00 O.Oa 0. • 1 1113 212 1.02 0.00 0.02 12.
1 0206 43 0.01 0.00 0.00 0. 1 14.6 283 0.02 0.00 0.02 l2.
1 0209 44 0.01 0.00 0.00 0. 1 1409 284 0.02 0.00 0.02 12.
1 0212 45 0.01 0.00 0.00 0. • 1 1412 285 0.02 0.00 0.02 11.
1 0215 46 1.01 0.00 a.00 0. • 1 1415 286 0.02 0.00 0.02 11.
] 0218 4] p.01 0.00 0.00 0. 1 1410 283 0.02 0.00 0.02 11.
1 0221 48 0.01 0.00 0.00 0. 1 1421 288 0.02 0.00 0.02 11.
1 0224 49 0.01 0.00 0.00 0. • 1 1424 289 0.02 0.00 0.02 11.
1 0227 50 0.01 0.00 0.00 0. • 1 1427 290 0.02 0.00 0.02 10.
1 0230 51 0.01 0.00 0.00 0. • 1 1430 291 0.02 0.00 0.02 10.
1 0233 52 0.01 0.00 0.00 0. • 1 1433 292 0.02 0.00 0.02 10.
1 0236 53 0.01 0.00 0.00 0. • 1 1436 293 0.02 0.00 0.02 10.
1 0239 54 0.01 0.00 0.00 0. • 1 1439 294 0.02 0.00 0.02 10.
1 0242 55 0.01 0.00 0.00 0. • 1 1442 295 0.02 0.00 0.02 10.
1 0245 56 0.01 0.00 0.00 0. • 1 1445 296 0.02 0.00 0.02 9.
1 0248 53 0.01 0.00 0.00 0. • 1 1448 297 0.02 0.00 0.02 9.
1 0251 58 0.01 0.00 0.00 0. • 1 1451 29B 0.02 0.00 0.02 9.
I 0254 59 0.01 0.00 0.00 0. • I 1454 299 0.02 0.00 0.02 9.
1 0257 60 0.01 0.00 0.00 1. • 1 1457 300 0.02 0.00 0.02 9.
1 0300 61 0.01 0.00 0.00 1. • I 1500 301 0.02 0.00 0.02 9.
1 0303 62 0.01 0.00 0.00 1. • 1 1503 302 0.02 0.00 0.02 9.
1 0306 63 0.01 0.00 0.00 1. • 1 1506 303 0.02 0.00 0.02 9.
1 0309 64 0.01 0.00 0.00 1. 1 1509 304 0.02 0.00 0.02 B.
1 0312 65 0.01 0.00 0.00 1. • 1 1512 305 0.02 0.00 0.02 8.
1 0315 66 0.01 0.00 0.00 1. I 1515 306 0.02 0.00 0.02 8.
1 0318 67 0.01 0.00 0.00 1. ` 1 1518 307 0.02 0.00 0.02 8.
1 0321 68 0.01 0.00 0.00 1. • 1 1521 JOB 0.02 0.00 0.02 8.
1 0324 69 0.01 0.00 0.00 1. • 1 1524 309 0.02 0.00 0.02 B.
1 0327 70 0.01 0.00 0.00 1. • 1 1523 310 0.02 0.00 0.02 0.
1 0330 71 0.01 0.00 0.00 1. • 1 1530 311 0.02 0.00 0.02 8.
1 0333 72 0.01 0.00 0.00 1. 1 1533 312 0.02 0.00 0.02 7.
1 0336 73 0.01 0.00 0.00 1. 1 1536 313 0.02 0.00 0.02 O.
1 0339 74 0.01 0.00 0.00 1. • 1 1539 314 0.02 0.00 0.01 7.
1 0342 75 0.01 0.00 0.00 1. • 1 1542 315 0.02 0.00 0.01 7.
1 0345 ]6 0.01 0.00 0.00 1. 1 1545 316 0.01 0.00 0.01 3.
1 0348 37 0.01 0.00 0.00 1. • 1 1549 ]I] 0.01 0.00 0.01 7.
1 0351 78 0.01 0.00 0.00 1. • 1 1551 318 0.01 0.00 0.01 7.
1 0354 79 0.01 0.00 0.00 1. • 1 1554 319 0.01 0.00 0.01 7.
1 0359 80 0.01 0.00 0.00 1. 1 1553 320 0.01 0.00 0.01 7.
1 0400 81 0.01 0-00 0.00 1. • 1 1600 321 0.01 0.00 0.01 6.
1 0403 82 0.01 OA0 0.00 1. 1 1603 322 0.01 0.00 0.01 6.
1 0406 93 0.01 0.00 0.00 1. ' 1 1606 323 0.01 a.00 0.01 6.
1 0409 04 0.01 0.00 0.00 1. • 1 1609 324 0.01 0.00 0.01 6.
1 0412 85 0.01 0.00 0.00 1. 1 1612 325 0.01 0.00 0.01 6.
1 0415 86 0.01 0.00 0.00 1. 1 1615 326 0.01 0.00 0.01 6.
1 0418 87 0.01 0.00 0.00 1. 1 1618 323 0.01 0.00 0.01 6.
1 0421 Be 0.01 0.00 0.00 1. 1 1621 329 0.01 0.00 0.01 6.
1 0424 69 0.01 0.00 0.00 1. 1 1624 329 0.01 0.00 0.01 6.
1 0427 90 0.01 0.00 0.00 1. • 1 1627 330 0.01 0.00 0.01 5.
1 0430 91 0.01 0.00 0.00 1. 1 1630 331 0.01 0.00 0.01 5.
1 0433 92 0.01 0.00 0.00 1. 1 1633 332 0.01 0.00 0.01 5.
1 0436 93 0.01 0.00 0.00 1. 1 1636 333 0.01 0.00 0.01 5.
1 0439 94 0.01 0.00 0.00 1. 1 1639 334 0.01 0.00 0.01 5.
1 0442 95 0.01 0.00 0.00 1. 1 1642 335 0.01 0.00 0.01 5.
1 0445 96 0.01 0.00 0.00 1. 1 1645 336 0.01 0.00 0.01 5.
1 0448 93 0.01 0.00 0.00 1. ' 1 1648 337 0.01 0.00 0.01 5.
1 0451 98 0.01 0.00 0.00 1. 1 1651 338 0.01 0.00 0.01 5.
1 0454 99 0.01 0.00 0.00 1. 1 1654 339 0.01 0.00 0.01 5.
1 0457 100 0.01 0.00 0.00 2. 1 1657 340 0.01 0.00 0.01 5.
1 0500 101 0.01 0.00 0.00 2. 1 1700 341 0.01 0.00 0.01 5.
1 0503 102 0.01 0.00 0.00 2. 1 1703 342 0.01 0.00 0.01 5.
1 0506 103 0.01 0.00 0.00 2. ' 1 1706 343 0.01 0.00 0.01 5.
1 0509 104 0.01 0.00 0.00 2. 1 1709 344 0.01 0.00 0.01 S.
1 0512 105 0.01 0.00 0.00 2. 1 1712 345 0.01 0.00 0.01 5.
1 0515 106 0.01 0.00 0.00 2. • 1 1715 346 0.01 0.00 0.01 5.
1 0518 107 0.01 0.00 0.00 2. ' 1 1718 347 0.01 0.00 0.01 4.
1 0521 108 0.01 0.00 0.00 2. 1 1321 349 0.01 0.00 0.01 4.
1 0524 109 0.01 0.00 0.00 2. 1 1724 349 0.01 0.00 O.01 4.
1 0527 110 0.01 0.00 0.00 2. 1 1]2] 350 0.01 0.00 0.01 4.
1 0530 111 0.01 0.00 0.00 2. 1 1730 351 0.01 0.00 0.01 4.
1 0533 112 0.01 0.00 0.00 2. 1 1733 352 0.01 0.00 0.01 4.
1 0536 113 0.01 0.00 0.00 2. 1 1736 353 0.01 DAD 0.01 4.
1 0539 114 0.01 0.00 0.01 2. 1 1739 354 0.01 0.00 0.01 4.
1 0542 115 0.01 0.00 0.01 2. 1 1742 355 0.01 0.00 0.01 4.
1 0515 114 0.01 0.00 0.01 2. 1 1745 356 0.01 0.00 0.01 4.
1 0548 117 0.01 0.00 0.01 2. 1 1740 357 0.01 0.00 0.01 4.
1 0551 118 0.01 0.00 0.01 2. 1 1351 350 0.01 0.00 0.01 4.
1 0554 119 0.01 0.00 0.01 2. 1 1754 359 0.01 0.00 0.01 4.
1 0557 120 0.01 0.00 0.01 2. 1 1]5] 360 0.01 0.00 0.01 4.
1 0600 121 0.01 0.00 0.01 2. 1 1800 361 0.01 0.00 0.01 4.
1 0603 122 0.01 0.00 0.01 2. 1 1803 362 0.01 0.00 0.01 4.
1 0606 123 0.01 0.00 0.01 2. 1 1806 363 0.01 0.00 0.01 4.
1 0609 124 0.01 0.00 0.01 2. • 1 1809 364 0.01 0.00 0.01 4.
1 0612 125 0.01 0.00 0.01 2. 1 1812 365 0.01 0.00 0.01 4.
1 0615 126 0.01 O.00 0.01 2. 1 1815 366 0.01 0.00 0.01 4.
1 0618 127 0.01 0.00 0.01 2. 1 1818 367 0.01 0.00 0.01 3.
1 0621 128 0.01 O.00 0.01 2. 1 1921 368 0.01 0.00 0.01 3.

100 Year-Existing Conditions $
1 1621 129 0.01 0.00 0.01 2. 1 1824 369 0.01 0.00 0.01 3.
1 .21 1]0 0.01 0.00 0.01 2. 1 182] 370 1.11 1.00 0.01 3.
1 063o m 0.01 0.00 e.ol 2. 1 le3o 3n o.ol o.aa a.ol 3.
1 0633 132 0.01 0.00 0.01 2. • 1 183] 312 0.01 0.00 0.01 3.
1 0636 U3 0.01 0.00 0.a1 2. • 1 1836 3]3 0.01 0.00 0.01 3.
1 0639 134 0.01 0.00 0.01 2. 1 3039 374 0.01 0.00 0.01 3.
1 0642 135 1.01 0.00 0,1 3. 1 1892 315 O.OI 0.00 0.01 J.
] 0695 136 0.01 0.00 0.01 3. ' 1 1895 3]6 0.01 0.00 0.01 3.
1 0618 137 0.01 0.00 0.01 3. ` 1 1348 3]] 0.01 0.00 0.01 3.
1 0651 13B 0.01 0.00 0.01 3. ] ]O51 370 0.01 1.00 0.01 3.
1 0654 139 0.01 0.00 0.01 ]. • 1 1854 379 0.01 0.00 0.01 3.
1 0657 140 0.01 0.00 0.01 3. • 1 1857 380 0.01 0.00 0.01 3.
1 0700 141 0.01 0.00 0.01 3. ' 1 1930 381 0.01 0.00 0.01 3.
1 0703 1442 0.01 0.10 0.01 3. • 1 1903 382 0.11 0.01 0.11 3.
1 07O6 143 0.01 0.00 0.01 3. • 1 1906 383 1.01 0.10 0.01 3.
1 0]09 l44 D.O1 0.00 0.01 ]. 1 1909 ]69 0.01 0.00 0.01 3.
1 O112 145 0.01 0.00 0.01 J. 1 1912 305 0.01 0.00 0.01 J.
1 0715 146 0.01 0.00 0.01 3. 1 1915 386 0.01 0.00 0.01 3.
1 0718 147 0.01 0.00 0.01 3. 1 1918 387 0.01 0.00 0.01 3.
1 0721 148 0.01 0.00 0.01 3. 1 1921 380 0.01 0.01 0.01 3.
1 0]24 199 0.01 0.00 0.01 3. 1 1924 389 0.01 0.00 0.01 3.
1 Ot2] 150 O.OI 0.00 OAl 3. 1 1927
390 0.01 0.00 0.01 3.
1 0]30 151 0.01 0.00 .1 3. • 1 1930 391 0.01 0.00 0.01 3.
I 0]33 152 0.01 0.00 0.a1 J. ' 1 19J] 392 0.01 0.00 0.01 3.
1 0736 153 0.01 0.00 0.01 3. 1 1936 393 0.01 0.00 O.OI 3.
1 0339 154 0.01 0.00 0.01 4. 1 1939 391 0.01 0.00 0.01 3.
1 0]42 155 0.01 0.00 0.01 9. • 1 1942 ]95 0.01 0.00 0.01 3.
1 07
45 156 0.01 0.00 0.01 4. 1 1945 396 0.01 0.00 0.01 3.
1 0748 157 0.01 0.0a O.OI 4. 1 1941 399 1.01 0.00 0.01 3.
1 0751 15B 0.01 0.00 0.01 1. • 1 1951 399 0.01 0.00 0.01 3.
1 0759 159 0.01 0.00 0.01 9. ' t 1954 399 0.01 0.00 0.01 3.
1 0]5] 160 0.01 0.00 0.01 4. 1 195] 400 0.01 0.00 0.01 ].
1 0800 161 0.01 a 00 0.01 4. 1 20" 401 0.a1 0.00 0.01 3.
1 0603 162 0.01 0.00 0.01 4. 1 20a3 402 0.Ol 0.00 0.01 3.
1 0806 163 0.01 0.00 0.01 4. 1 2006 40l 0.01 0.00 0.01 3.
1 0809 164 0.01 0.00 a 01 4. 1 2009 404 0.01 000 0.01 3.
1 0812 165 0.01 0.00 0.01 4. ' 1 2012 405 0.01 0.00 0.01 3.
1 0815 166 0.01 0.00 0.01 4. 1 29I5 406 0.01 0.00 0.01 3.
1 0818 16] a 0.00 0.01 4. 1 2018 40] 0.01 0.00 0.01 3.
1 0821 168 0.02 0.00 0.01 4. t 2021 408 0.01 a 00 0.01 3.
1 0824 169 0.02 0.00 0.01 4. ' 1 2024 409 0.01 0.00 0.01 3.
1 0027 170 0.02 0.00 0.01 5. 1 2027 410 0.01 0.00 0.01 3.
1 0830 171 0.02 0.00 0.01 5. 1 2030 411 0.01 0.00 0.01 3.
1 0833 112 0.02 0.00 0.01 5. 1 2033 412 0.01 0.00 0.01 J.
1 0836 173 0.02 0.00 0.01 5. 1 2031 913 O.OI 0.00 0.01 3.
1 0839 174 0.02 0.00 0.01 5. 1 2039 414 0.01 0.00 0.01 3.
1 0842 175 0.02 0.00 0.01 5. 1 2042 415 0.01 0.01 0.01 3.
1 0845 176 0.02 0.06 0.01 5. 1 2045 416 0.01 0.00 0.01 3.
1 0848 177 0.02 OAO 0.01 5. • 1 2048 417 0.01 0.00 0.01 3.
1 0851 178 0.02 0.00 0.02 5. 1 2051 410 0.01 0.00 0.01 3.
1 0954 179 0.02 0.00 0.02 S. • 1 2054 419 0.01 0.00 0.01 3.
1 .5] 180 0.02 a.40 0.02 6. 1 2053 420 0.01 0.00 0.01 3.
1 0900 I81 0.02 0.00 0.02 6. 1 2100 421 0.01 0.00 0.01 3.
1 0903 182 0.02 0.00 0.02 6. 1 2103 422 0.01 0.00 0.01 3.
1 0906 193 0.02 0.00 0.02 6. 1 2106 423 0.01 0.00 0.01 3.
1 0909 184 0.02 0.00 0.02 6. 1 2109 424 0.01 0.00 0.01 3.
1 0912 185 0.02 0.00 0.02 6. 1 2112 425 0.01 0.00 0.01 3.
1 0915 196 0.02 0.00 0.02 6. 1 2115 126 0.UO 0.00 0.01 2.
1 091a 187 0.02 0.00 0.02 6. 1 2118 42] 0.01 0.00 0.01 2.
1 0921 188 0.02 0.00 0.02 1. 1 2121 428 0.01 0.00 0.01 2.
1 0924 189 0.02 0.00 0.02 7. 1 2124 429 0.01 0.00 0.01 2.
I 0927 190 0.02 0.00 0.02 7. 1 2127 430 0.01 0.00 0.01 2.
1 0930 191 0.02 0.00 0.02 7. 1 2130 431 0.01 0.00 0.01 2.
0933 192 0.02 0.00 0.02 1. • 1 2133 432 0.01 0.00 0.01 2.
1 0936 193 0.02 0.00 0.02 7. 1 2136 433 0.01 0.00 0.01 2.
1 0939 194 0.02 0.00 0.02 7. 1 2139 434 0.01 0.00 0.01 2.
1 0942 195 0.02 0.00 0.02 7. 1 2142 435 0.01 0.00 0.01 2.
1 0945 196 0.02 0.00 0.02 B. 1 2145 436 0.01 0.00 0.01 2.
1 0948 197 0.02 0.00 0.02 S. ' 1 2148 43'1 0.01 0.00 0.01 2.
1 0951 198 0.02 0.00 0.02 0. ' 1 2151 438 0.01 0.00 0.01 2.
1 0954 199 0.02 0.00 0.02 U. 1 2154 439 0.01 0.00 0.01 2.
1 0957 200 0.02 0.00 0.02 0. 1 2157 440 0.01 0.00 0.01 2.
1 1000 201 0.02 0.00 0.02 0. 1 2200 441 0.01 0.00 0.01 2.
1 1003 202 0.03 0.00 0.02 8. 1 2203 412 0.01 0.00 0.01 2.
1 1006 203 0.03 0.00 0.02 8. 1 2206 443 0.01 0.00 0.01 2.
1 1009 204 0.01 0.00 1.02 9. ' 1 2209 414 0.01 0.00 0.01 2.
1 - 1012 205 0.03 0.00 0.02 9. 1 2212 445 0.01 0.00 0.01 2.
1 1015 206 0.03 0.00 0.03 9. ' 1 2215 446 0.01 0.00 0.01 2.
1 1018 207 0.03 0.00 0.03 9. 1 2219 447 0.01 0.00 0.01 2.
1 1021 201 0.03 0.00 0.03 9. 1 2221 449 0.01 0.00 0.01 2.
I 1024 209 0.03 0.00 0.03 9. 1 2229 419 0.01 0.00 0.01 2.
1 1027 210 0.03 0.00 0.03 9. 1 2227 450 0.01 0.00 0.01 2.
1 1030 211 0.03 0.00 0.03 10, 1 2230 451 0.01 0.00 0.01 2.
1 1033 212 0.03 0.00 0.03 10. t 2233 452 0.01 0.00 0.01 2.
1 1036 213 0.03 0.00 0.01 la. 1 2236 453 0.01 a.00 0.01 2.
1 1039 214 0.03 0.00 0.03 10. 1 2239 454 0.01 0.00 0.00 2.
1 1042 215 0.03 0.00 0.03 ll. 1 2242 455 0.01 0.00 0.00 2.
1 1045 216 0.03 0.00 0.03 11. 1 2245 456 0.00 0.00 0.00 2.
1 1048 217 0.03 0.00 0.03 11. 1 2248 451 0.00 0.00 0.00 2.
1 1051 218 0.03 0.00 0.03 11. 1 2251 450 0.00 0.00 0.00 2.
1 1054 219 0.03 0.00 0.03 12. 1 2254 459 0.00 0.00 0.00 2.
I 10Y1 220 0.04 0.00 0.03 12. 1 2257 460 0.00 0.00 0.00 2.
1 I100 221 0.01 0.00 0.03 12. 1 .1.100 461 0.00 a.00 a.00 2.
1 IIo3 222 0.04 0.00 0.14 Iz. 1 2J03 462 a.o0 0.00 9.00 2.
1 1106 223 0.04 0.00 0.04 I3. 1 2306 463 0.00 0.00 0.00 2.

100 Year-Existing Conditions 9
1 1119 224 0.01 0.01 0.11 13. • 1 2J09 164 0.00 0.00 0.00 2.
1 1112 225 0.04 0.00 0.01 13. • 1 2312 465 0.00 0.00 B.00 2.
1 1115 226 0.05 0.00 0.05 14. 1 2315 466 0.00 1.01 0.10 2.
1 1118 227 0.05 0,00 0,05 14. ' 1 23le 463 0.00 0.00 0.0B 2.
1 1121 228 0.05 0.00 0.05 14. ' 1 2321 468 0.00 0.00 "00 2.
1 1124 229 0.05 0.00 0.05 15. • 1 2324 469 0.00 0.00 0.00 2.
1 1123 230 0.06 0.00 0.05 16. 1 2327 470 0.00 0.00 0.00 2.
1 1130 231 D.06 0.00 0.05 16. 1 2330 471 0.00 0.00 0.00 2.
1 1133 232 0.08 0.00 0.08 17. ' 1 2333 432 0.00 0.00 0.00 2.
1 1136 233 0.08 0.00 0.00 In. ' 1 2336 473 0.00 0.00 0.00 2.
1 1139 234 0.13 0.00 0.12 19. ' 1 2339 434 0.00 0.00 0.00 2.
1 1142 235 0.13 0.00 0.12 21. • 1 2342 475 0.00 0.00 0.00 2.
1 1145 236 0.17 0.01 0.16 23. 1 2345 476 0.00 0.00 0.00 2.
1 1148 237 O.17 0.01 0.16 26. ` 1 2340 ITT 0.00 0.00 0.00 2.
1 1151 238 0.21 0.01 0.21 29. ' 1 2351 438 0.00 0.00 0.00 2.
1 1154 239 0.21 0.01 0.21 34. ' 1 2354 479 D.00 0.00 0.00 2.
1 1157 240 0.42 0.01 0.41 39. ` 1 2357 480 0.00 0.00 0.00 2.
e....e...+....e....♦....«...uu«.«......e..u.u.ee.e.................................u.0 a u..0 u....eu.................«u
TOTAL RAINFALL - 10.00, TOTAL LOSS 0.85, TOTAL EXCESS - 9.15
PEAK FLOW TIME MAXIMUM AVERAGE FIRM
6-HR 24-HR 72-HR 23.95-HR
(CPS) (HR)
(CPS)
109. 12.35 24. R. 8. e.
(INCHES) 6.873 9.111 9.111 9.111
(AC-FT) 12. 16. 16. 16.
CUMULATIVE AREA - 0.03 So MI
... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
TI KK PoND '
•••*•'•I,••••*EXi3tin9 Detention Pond
39 KO OUTPUT CONTROL VARIABLES
IPRNT 0 PRINT CONTROL
IF LOT 0 PLOT CONTROL
QSCAL 0. HYEROGRAPH PLOT SCALE
I INCH 0 PUNCH COMPUTED HYDROCRAPH
low 22 SAVE HYDROGRAPH ON THIS UNIT
I3AV1 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
HYDROGRAPH ROUTING DATA
40 RS STORAGE ROM NG
NSTPS I NUMBER OF SUBREACHES
ITYP ELEV TYPE OF INITIAL CONDITION
RSVRIC 94.00 INITIAL CONDITION
A 0.00 WORKING R AND 0 COEFFICIENT
41 SA AREA 1.1 1.3 1.5 1.6 1.7 1.8 2.0
42 BE ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 93.00
43 SO DISCHARGE 0. 1. 2. IS. 93. 199. 290.
44 5E ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 91.00
COMPUTED STORAGE-ELEVATION DATA
'STORAGE 0.00 0.60 1.30 2.06 2.88 3A5 4.90
ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 93.00
COMPLIED STORAGE-OUTFIpH-ELEVATION DATA
STORAGE 0.00 0.60 1.30 2.06 2.89 3.75 4.30
OUTFLOW 0.00 0.60 2.10 36.46 93.20 179.30 290.00
ELEVATION 94.OD 94.50 95.00 95.50 96.00 96.50 97.00
...................................................................................................................................
HYDROGRAPH AT STATION POND
...................................................................................................................................
DA MON HRMN ORD OUTFIAW STORAGE STAGE. DA MON R. ORD OU!FLGW STORAGE STAGE DA MON HRMN ORD DICK LOW STORAGE STAGE
1 0000 1 0. 0.0 94.0 1 0800 1G1 I. 0.7 94.6 1 1600 321 ). 1.4 95.1
1 ODOJ 2 0. 0.0 94.0 1 0803 162 1. 0.7 94.1, 1 16D3 322 T. 1.4 95.1

100 Year - Existing Conditions 10
1 0006 3 0. 0.0 94.0 • 1 0806 163 1. 0.0 94.6 • 1 1606 323 3. 1. 95.1
1 0009 4 0. 0.0 99.0 • 1 0809 164 1. 0J 94.6 • 1 1609 324 3. Al1l 95.1
1 0012 5 0. 0.0 94.0 • 1 0812 165 1. 0.8 91.6 1 1612 325 3. 1.4 95.1
1 0015 6 0. 0.0 94.0 • 1 0815 166 1. 0.8 94.6 • 1 1615 326 6. 1.4 95.1
1 0018 3 0, 0'0 94.0 • 1 0818 163 1. G.8 94.6 • 1 1618 333 6. 1.4 95.1
1 0021 8 0. OA 94.0 • 1 0921 168 1. 0'8 94'6 • 1 1621 328 6. 1'4 95.1
1 0024 9 0. 0.0 94.0 • 1 0824 169 1. 0.8 94.6 1 1624 329 6. 1.4 95.1
1 0023 10 0. 0.0 94.0 • 1 0823 130 1. 0.8 94.7 ' 1 1623 330 6. 1.4 95.1
1 0030 11 0. 0.0 94.0 • 1 0830 121 1. 0.8 94.3 • 1 1630 331 6. 1.4 95.1
1 0033 12 0. 0.0 94.0 • 1 0833 172 1. 0.8 94.7 ` 1 1633 332 6. 1.4 95.1
1 0036 13 0. 0.0 94.0 ' 1 0836 133 1. 0.9 94.7 • 1 1636 333 6. 1.4 95.1
1 G039 14 0. 0.0 94.0 • 1 0839 134 1. 0.9 94.3 • 1 1639 334 6. 1.4 95.1
1 0042 15 0. 0.0 94.0 • 1 0842 135 1. 0.9 94.3 • 1 1642 335 6. 1.4 95.1
1 0045 16 0. 0.0 94.0 • 1 8845 136 1. 0.9 94.7 • 1 1645 336 6. 1.4 95.0
1 0048 13 0. 0.0 94.0 ` 1 0840 137 1. 0.9 94.3 • 1 1648 337 5. 1.4 95.0
1 0051 18 0. 0.0 94.0 ` 1 0851 178 1. 0.9 94.3 • 1 1651 338 5. 1.4 95.0
1 0054 19 0. 0.0 94.0 • 1 0854 179 1. 1_0 94.8 ' 1 1654 339 5. 1.4 95.0
1 0057 20 0. 0.0 94.0 ' 1 0853 180 1. 1_0 94.8 • 1 1653 340 S. 1.4 95.0
1 0100 21 0. 0.0 94.0 • 1 0900 111 1. 1.0 94.8 • 1 1300 341 S. 1.4 95.0
1 0103 22 0. 0.0 94.0 • 1 0903 182 1. 1.0 94.8 • 1 1303 342 5. 1.4 95.0
1 0106 23 0. 0.0 94.0 • 1 0906 183 2. 1.0 94.8 • 1 1306 343 5. 1.4 95.0
1 0109 24 0. 0.0 94.0 • 1 0909 184 2. 1.0 94.8 • 1 1309 344 5. 1.4 95.0
1 0112 25 0. 0.0 94.0 1 0912 1B5 2. 1.1 94.0 • 1 1712 345 5. 1.4 95.0
1 0115 26 0. 0.0 94.0 1 0915 106 2. 1.1 94.8 • 1 1715 346 5. 1.4 95.0
1 0118 23 0. 0.0 94.0 ` 1 0918 183 2. 1.1 94.9 ` 1 1318 347 5. 1.4 95.0
1 0121 28 0. 0.0 94.0 * 1 0921 18B 2. 1.1 94.9 • 1 1321 349 5. 1-4 95.0
1 0124 29 0. 0.0 94.0 1 0924 189 2. 1.1 94.9 • 1 1324 349 S. 1.4 95.0
1 0127 30 0. 0.0 94.0 1 0923 190 2. 1.2 94.9 • 1 1723 350 5. 1.4 95.0
1 0130 31 0. 0.0 94.0 1 0930 191 2. 1.2 94.9 ` 1 1330 351 5. 1.4 95.0
1 0133 32 0. 0.0 94.0 1 0933 192 2. 1.2 94.9 • 1 1733 352 5. 1.4 95.0
1 0136 33 0. 0.0 94.0 ' 1 0936 193 2. 1.2 94.9 • 1 1336 353 4. 1.4 95.0
1 0139 34 0. 0.0 94.0 1 0939 194 2. 1.2 95.0 • 1 1739 354 4. 1.4 95.0
1 0142 35 0. 0.0 94.0 1 0942 195 2. 1.3 95.0 • 1 1342 355 4. 1.3 95.0
1 0145 36 0. 0.0 94.0 1 0945 196 2. 1.3 95.0 ' 1 1345 356 4. 1.3 95.0
1 014B 37 0. 0.0 94.0 • 1 0948 193 3. 1.3 95.0 1 1748 353 4. 1.3 95.0
1 0151 38 0. 0.0 94.0 1 0951 198 4. 1.3 95.0 ` 1 1751 358 4. 1.3 95.0
1 0154 39 0. 0.0 94.0 1 0954 199 4. 1.3 95.0 • 1 1354 359 4. 1.3 95.0
1 0153 40 0. 0.0 94.0 • 1 0951 200 5. 1_4 95.0 1 1153 360 4. 1.3 95.0
1 0200 41 0. 0.0 94.0 1 1000 201 5. 1_4 95.0 1 1800 361 4. 1.3 95.0
1 0203 42 0. 0.0 94.0 1 1003 202 6. 1.4 95.1 1 1803 362 4. 1.3 95.0
1 0206 43 0. 0.0 94.0 ` 1 1006 203 6. 1.4 95.1 ' 1 1806 363 4. 1.3 95.0
1 0209 44 0. 0.0 94.0 ' 1 1009 204 3. 1.4 95.1 ' 1 1809 364 4. 1.3 95.0
1 0212 45 0. 0.0 94.0 1 1012 205 3. 1.4 95.1 1 1812 365 4. 1.3 95.0
1 0215 46 0. 0.0 94.0 • 1 1015 206 3. 1-4 95.1 1 1815 366 4. 1.3 95.0
1 0218 41 0. 0.0 94.0 ` 1 1018 203 B. 1.4 95.1 • 1 1818 369 4. 1_3 95.0
1 0221 4B 0. 0.0 94.0 1 1021 208 8. 1_4 95.1 • 1 1821 369 4. 1.3 95.0
1 0224 49 0. 0.0 94.0 1 1024 209 8. 1.4 95.1 • 1 1824 369 4. 1.3 95.0
1 0223 50 0. 0.0 54.0 1 1023 210 8. 1.4 95.1 1 1827 330 4. 1.3 95.0
1 0210 51 0. 0.0 -94.0 ' 1 1030 211 9. 1.4 95.1 • 1 1830 331 4. 1.3 95.0
1 0233 52 0. 0.0 94.0 1 1033 212 9. 1.4 95.1 • 1 1833 332 4. 1.3 95.0
1 0236 53 0. 0.0 94.0 ` 1 1036 213 9. 1.5 95.1 • 1 1836 373 3. 1.3 95.0
1 0239 54 0. 0.0 94.0 ' 1 1039 214 9. 1.5 95.1 • 1 1839 334 3. 1.3 95.0
1 0242 55 0. 0.0 94.0 1 1042 215 9. 1.5 95.1 1 1942 375 3. 1.3 95.0
1 0245 56 0. 0.0 94.0 1 1045 216 10. 1.5 95.1 1 1845 336 3. 1.3 95.0
1 0248 57 0. 0.0 94.0 1 1048 217 30. 1.5 95.1 ' 1 1840 373 3. 1.3 95.0
1 0251 58 0. 0.0 94.0 ` 1 1051 218 10. 1.5 95.1 1 1851 378 3. 1.3 95.0
1 0254 59 0. 0.0 94.0 1 1054 219 10. 1.5 95.1 1 1B54 329 3. 1.3 95.0
1 0257 60 0. 0.0 94.0 ' 1 1053 220 11. 1.5 95.1 1 1853 380 3. 1.3 95.0
1 0300 61 0. 0.0 94.0 • 1 1100 221 11. 1.5 95.1 1 1900 301 3. 1.3 95.0
1 0303 62 0. 0.0 94.0 ' 1 1103 222 11. 1.5 95.1 1 1903 382 3. 1.3 95.0
1 0306 63 0. 0.0 94.0 1 1106 223 11_ L 5 45.1 1 1906 383 3. 1.3 95.0
1 0309 64 0. 0.0 94.0 1 1109 224 11. 1.5 95.1 1 1909 384 3. 1.3 95.0
1 0312 65 0. 0.0 94.0 • 1 1112 225 12. 1.5 95.1 1 1912 385 3. 1.3 95.0
1 0315 66 0. 0.0 94.0 1 1115 226 12. 1.5 95.1 1 1915 386 3. 1.3 95.0
1 0318 63 0. 0.0 94.0 1 1118 223 12. 1.5 95.1 1 1918 387 3. 1.3 95.0
1 0321 68 0. 0.0 94.0 1 1121 228 13. 1.5 95.2 1 1921 388 3. 1.3 95.0
1 0324 69 0. 0.0 94.0 1 1124 229 13. 1.5 95.2 ' 1 1924 389 3. 1.3 95.0
1 0323 30 0. 0.0 94.0 1 1127 230 13. 1.5 95.2 1 1932 390 3. 1.3 95.0
1 0330 31 0. 0.0 94.0 1 1130 231 14. 1.6 95.2 1 1930 391 3. 1.3 95.0
1 0333 92 0. 0.1 94.0 1 1133 232 14. 1.6 95.2 1 1933 392 3. 1.3 95.0
1 0336 73 0. 0.1 94.0 1 1136 233 15. 1.6 95.2 1 1936 393 3. 1.3 95.0
1 0339 34 0. 0.1 94A 1 1139 234 15. 1.6 95.2 ' 1 1939 394 3. 1.3 95.0
1 0342 35 0. 0.1 94.1 1 1142 235 16. 1.6 95.2 1 1942 395 3. 1.3 95.0
1 0345 36 0. 0.1 94.1 1 1145 236 17. 1.6 95.2 • 1 1945 396 3. 1.3 95.0
1 0348 77 0. 0.1 94.1 1 1148 237 I8. 1.3 95.2 • 1 1948 393 3. 1.3 95.0
1 0351 78 0. 0.1 94.1 1 1151 238 20. 1.11 95.3 1 1951 398 3. 1.3 95.0
1 0354 39 0. 0.1 94.1 1 1154 239 22. 1.7 95.3 1 1954 399 3. 1.3 95.0
1 0357 80 0. 0.1 94.1 1 1153 240 24. 1.8 95.3 1 1953 100 3. 1.3 95.0
1 0400 91 0. 0.1 94.1 1 1200 241 23. 1.9 95.4 1 2000 401 3. 1.3 95.0
1 0403 82 0. 0.1 94.1 1 1203 242 3L 2.0 15.4 1 2003 402 3. 1.3 95.0
1 0406 83 0. 0.1 94.1 1 1206 243 36. 2.1 95.5 1 20:6 403 3. 1.3 95_0
1 0409 04 0. 0.1 94.1 1 1209 244 46. 2.2 95.6 1 2099 404 3. 1.3 95.0
1 0412 85 0. 0.1 94.1 1 1212 245 56. 2.3 95.7 1 2012 405 3. 1.3 95.0
1 0415 66 0. 0.1 94.1 1 1215 246 66. 2.5 95.3 1 2G:5 406 3. 1.3 55.0
1 0418 83 0. 0.1 94.1 1 1218 241 75. 2.6 95.0 1 20f8 403 3. 1.3 95.0
1 0421 BB 0. 0.1 94.1 1 1221 249 64. 2.7 95.9 1 2021 409 3. 1.3 95.0
1 0424 89 0. 0.1 94.1 1 1224 249 90. 2.8 95.9 ' 1 2024 409 3. 1.3 95.0
1 0423 90 0. 0.1 94.1 1 1227 250 95. 2.8 96.0 1 2021 410 3. 1.3 95.0
1 0430 91 0. 0.1 94.1 1 1230 251 93. 2.9 96.0 1 2030 411 3. 1.3 95.0
1 0433 92 0. 0.1 94.1 1 1233 252 96. 2.9 96.0 1 2113 412 3. 1.3 95.0
1 0436 93 0. 0.1 94.1 1 1236 253 94. 2.9 96.0 1 2036 413 3. 1.3 95.0
1 0439 94 0. 0.1 94.1 1 1239 294 90. 2.0 115.9 1 2031 414 3. 1.J 95.0
1 0442 95 D. 0.1 94.1 1 1242 255 86. 2.7 95.9 I 2C42 415 3. 1.3 95.0
1 0445 96 0. 0.2 94.1 1 1245 256 90. 2.6 95.9 ' 1 2:45 416 3. 1.3 95.0
1 0448 97 0. 0.2 94.1 1 124B 2S7 74. 2.6 95.8 1 2UB 417 3. 1.3 95.0

100 Year- Existing Conditions I I
1 0151 98 0. 0.2 94.1 • 1 1251 258 68. 2.5 95.8 • 1 2051 4418 3. 1.3 95.0
1 0154 99 0. 0.1 94.1 • 1 1251 259 62. 2.4 95- • 1 2054 119 3. 1.3 95.0
1 0457 JOG 0. 0.2 94.1 • 1 125T 260 5,
. 23 95.T • 1 2051 420 3. 1.3 95.0
1 0500 101 0, 0.2 94.1 • 1 1300 261 51. 2.3 95.6 ' 1 2100 421 3, 1.3 95.0
1 0503 102 0. 0.2 91.2 • 1 1303 262 46. 2.2 9 5.6
' 1 2103 422 3. 1.3 95.0
1 0506 103 0. 0.2 94.2 • 1 1306 263 42. 2.1 95.5 ' 1 2106 423 3. 1.3 95.0
1 0509 104 0. 0.2 94.2 • 1 1309 264 38. 2.1 95.5 ' 1 2109 424 3. 1.3 95.0
1 0512 105 0. 0.2 94.2 • 1 1312 265 35. 2.0 95.5 ' 1 2112 425 3. 1.3 95.0
1 0515 106 0. 0.2 94.2 • 1 ISIS 266 33. 2.0 95.5 • 1 2115 426 3. 1.3 95.0
1 0518 107 0. 0.2 94.2 • 1 1318 267 31. 2.0 95.4 • 1 2118 427 3. 1.3 95.0
1 0521 108 0. 0.2 94.2 • 1 1321 268 30. 1.9 95.4 • 1 2121 428 3. 1.3 95.0
1 0524 109 0. 0.2 94.2 • 1 1324 269 28. 1.9 95.4 • 1 2124 429 3. 1.3 95.0
1 0527 110 0. 0.2 94.2 • 1 1327 270 26. 1.8 95.4 • 1 2121 430 3. 1.3 95.0
1 0530 111 0. 0.2 94.2 • 1 1330 271 25. 1.8 95.3 • 1 2130 431 3. 1.3 95.0
1 0533 112 0. 0.2 94.2 1 1333 272 23. 1.8 95.3 1 2133 432 2. 1.3 95.0
1 0536 113 0. 0.3 94.2 ' 1 1336 233 22. 1.7 95.3 ' 1 2136 433 2. 1.3 95.0
1 0539 114 0. 0.3 94.2 1 1339 274 21. 1.7 95.3 1 2139 434 2. 1.3 55.0
1 0542 115 0. 0.3 94.2 • 1 1342 275 20. 1.7 95.3 • 1 2142 435 2. 1.3 95.0
1 0545 116 0. 0.3 94.2 • 1 1345 276 19. 1.3 95.2 • 1 2145 436 2. 1.3 95.0
1 0548 117 0. 0.3 94.2 • 1 1340 233 18. 1.7 95.2 • 1 2149 433 2. 1.3 95.0
1 0551 118 0. 0.3 94.2 • 1 1351 278 17. 1.6 95.2 • 1 2151 438 2. 1.3 95.0
1 0554 119 0. 0.3 94.2 • 1 1354 279 17. 1.6 95.2 • 1 2154 439 2. 1.3 95.0
1 0557 120 0. 0.3 94.2 • 1 1357 280 16. 1.6 95.2 • 1 2157 440 2. 1.3 95.0
1 0600 121 0. 0.3 94.3 • 1 1400 281 15. 1.6 95.2 • 1 2200 441 2. 1.3 95.0
1 0603 122 0. 0.3 94.3 • 1 1403 282 15. 1.6 95.2 • 1 2203 442 2. 1.3 95.0
1 0606 123 0. 0.3 94.3 • 1 1406 283 14. 1.6 95.2 • 1 2206 443 2. 1.3 95.0
1 0609 124 0. 0.3 94.3 • 1 1409 284 14. 1.6 95.2 • 1 2209 444 2. 1.3 95.0
1 0612 125 0. 0.3 94.3 • 1 1412 285 14. 1.6 95.2 • 1 2212 445 2. 1.3 95.0
1 0615 126 0. 0.3 94.3 • 1 1415 286 13. 1.5 95.2 " 1 2215 446 2. 1.3 95.0
1 G618 127 0. 0.4 94.3 • 1 1410 287 13. 1.5 95.2 • 1 2218 443 2. 1.3 95.0
1 0621 128 0. 0.4 94.3 • 1 1421 288 12. 1.5 95.2 ` 1 2221 448 2. 1.3 95.0
1 0624 129 0. 0.4 91.3 ` 1 1424 289 12. 1.5 95.1 • 1 2224 449 2. 1.3 95.0
1 0623 130 0. 0.4 94.3 ` 1 - 1427 290 12. 1.5 95.1 ` 1 2227 450 2. 1.3 95.0
1 0630 131 0. 0.4 94.3 1 1430 291 12. 1.5 95.1 1 2230 451 2. 1.3 95.0
1 0633 132 0. 0.4 94.3 1 1433 292 11. 1.5 95.1 1 2233 452 2. 1.3 95.0
1 0636 133 0. 0.4 94.3 1 1436 293 11. 1_5 95.1 1 2236 453 2. 1.3 95.0
1 0639 134 0. 0.4 91.3 1 1439 294 11. 1_5 95.1 ` 1 2239 454 2. 1.3 95.0
1 0642 135 0. 0.4 94.3 • 1 1442 295 11. 1.5 95.1 • 1 2242 455 2. 1.3 95.0
1 0645 136 0. 0.4 94.4 • 1 1445 296 10. 1.5 95.1 • 1 2245 456 2. 1.3 95.0
1 0648 133 0. 0.4 94.4 1 1448 293 10. 1.5 95.1 1 2248 457 2. 1.3 95.0
1 0651 138 0. 0.4 94.4 1 1451 298 10. 1.5 95.1 • 1 2251 458 2. 1.3 95.0
1 0654 1J9 0. 0.5 94.4 1 1454 299 10. 1.5 95.1 1 2254 459 2. 1.3 95.0
1 0651 140 0. 0.5 94.4 1 1453 300 30. 1.5 95.1 ' 1 2257 460 2. 1.3 95.0
1 0700 141 0. 0.5 94.4 ` 1 1500 301 10. 1.5 95.1 ` 1 2300 461 2. 1.3 95.0
1 07G3 142 0. 0.5 94.4 1 1503 302 9. 1.5 95.1 1 2303 462 2. 1.3 95.0
1 0706 143 0. 0.5 94.4 1 1506 303 9. 1.5 95.1 1 2306 463 2. 1.3 95.0
1 0309 144 0. 0.5 94.4 1 1509 304 9. 1.5 95.1 • 1 2309 464 2. 1.3 95.0
1 0712 145 1. 0.5 94.4 ` 1 1512 3C5 9. 1.5 95.1 • 1 2312 465 2. 1.3 95.0
1 0315 146 1. 0.5 ,' 94.4 • 1 1515 306 9. 1.5 95.1 • 1 2315 466 2. 1.J 95.0
1 0918 147 1. 0.5 94.4 1 1518 303 9. 1.4 95.1 . 1 2318 467 2. 1.1 95.0
1 0721 148 1. 0.5 94.5 1 1521 308 9. 1.4 95.1 ` 1 2321 468 2. 1.3 95.0
1 0724 149 1. 0.6 94.5 1 1524 309 9. 1.4 95.1 . 1 2324 469 2. 1.3 95.0
1 0727 15C 1. 0.6 94.5 1 1523 310 0. 1.4 95.1 • 1 2327 430 2. 1.3 95.0
1 0730 151 1. 0.6 94.5 ' 1 1530 311 8. 1.4 95.1 • 1 2330 431 2. 1.3 95.0
1 0733 152 1. 0.6 94.5 • 1 1533 312 9. 1.4 95.1 • 1 2333 412 2. 1.3 95.0
1 0736 153 1. 0.6 94.5 1 1536 313 B. 1.4 95.1 1 2336 473 2. 1.3 95.0
1 0739 154 1. 0.6 94.5 1 1539 314 B. 1.4 95.1 • 1 2339 474 2. 1.3 95.0
1 014E 155 1. 0.6 94.5 ` 1 1542 315 B. 1.4 95.1 1 2342 475 2. 1.3 95.0
1 0745 156 1. 0.6 94.5 1 1545 316 0. 1.4 95.1 1 2345 436 2. 1.3 95.0
1 0148 157 1. 0.6 94.5 1 1548 313 B. 1.4 95.1 1 2349 473 2. 1.3 95.0
1 O751 158 1. 0.3 94.5 ` 1 1551 318 7. 1.4 95.1 1 2351 138 2. 1.3 95.0
1 0354 159 1. 0.3 94.6 1 1554 319 3. 1.4 95.1 1 2354 479 2. 1.3 95.0
1 0357 160 1. 0.7 94.6 1 1557 320 3. 1.4 95.1 1 2357 480 2. 1.3 95.0
.................e•ue....u..................................................................................................
.....
PEAK FIRM TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 23.95-IIR
(CFS) (HR)
(CFS)
97. 12.50 24. T. 3. 3.
(INCHES) 6.643 8.359 8.359 0.359
(AC-FT) 12. 14. 14. 14.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-RR 24-HR 32-HR 23.95-HR
(AC-FT) (MR)
3. 12.50 2. 1. 1. 1.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 92-HR 23.95-HR
(FEET) (HR)
96.00 12.50 95.29 94.77 94.77 94.93
CUMULATIVE AREA - 0.03 SO MI
... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
15 F. 20C

100 Year-Existing Conditions 12
rt""a'•'•••FC-200 Basin
47 KO OUTPUT CONTROL VARIABLES
1PRJTT 0 PRINT CONTROL
IPIAT 0 PUIf CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
IOUT 22 SAVE HYDROGRAPH ON THIS UNIT
I SAV1 1 FIRST ORDINATE PUNCHED OR SAVED
I SAVE 480 LAST ORDINATE PUNCHED OR SAVED
TIMIM 0.050 TIMS INTERVAL IN HOURS
50 IN TIME DATA FOR INPUT TIME SERIES
JXMIN 6 TIM INTERVAL IN MINUTES
JXDATE 1 0 STARTING DATE
JXTIME o STARTING TIME
SUBBASIN RUNOFF DATA
48 BA SMSASIN CHARACTERISTICS
TAREA 0.05 SUBBASIN AREA
PRECIPITATION DATA
49 PH STORM 10.00 BASIN TOTAL PRECIPITATION
51 PI INCREMENTAL PRECIPITATION PATTERN
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.ao 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 O.00 0.00 0.00 0.00 0.00
o.00 0.00 0.O0 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 O.00 0.00 a.o0 0.O0 a.ao 0.00 0.00
0.00 0.00 U.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 o.OD 0.00 0.00 0.00 0.00 0.00 O.00 0.00 0.00
0.00 0.00 0.00 0.O0 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00, 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.O0 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 D.02 0.02 0.02 0.02 0.04 0.04
0.04 0.04 O.D2 0.02 0.02 0.02 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 0.00 0.00 0.00 O.OD 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.O0 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.Oo 0.00 D.00
0.00 0.00 0.00 O.Ou o.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 o.OD D.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.aa a.0o O.00
0.00 0.00 0.00 0.00 0.00 0.00 o.0o 0.00 0.00 o.ao
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.90 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 D.aD 0.00 0.00 0.00 0.00 O.DO 0.00 0.00
0.00 o.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.co 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.0a 0.00 O.00 0.00 0.00 0.00
74 LS SCE LOSS RATE,
STRTL 0.44 INITIAL ABSTRACTION
CRMBR 82.00 CURVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
TT UP SCS DIMENSIONLESS UNITGRAPH
TUG 0.17 LAC
WARNING "' TIME INTERVAL IS GREATER THAN .29'IAG
MIT HYDROGRAPH
19 END-OF-PERIOD ORDINATES
12. 39. 71. 19. 69. 50. 31. 21. �.
6. 9. ]. _. 1. 1. ,. 0. ..

100 Year-Existing Conditions 13
...................................................................................................................................
HYDROGRAPH AT STATION 200
............u..eu«.««..ae.«..«.......»......................«.. -... ............e..e............0 a«.e.....a.........e.
OR MON HANN ORD RAIN IA59 EXCESS COMP 0 ' OA MON HRMN ORD RAIN LASS EXCESS COMP 0
1 0000 1 1.01 0.00 0.Do 0. 1 1200 241 0.42 0.05 0.37 30.
1 0003 2 1.. 0.01 0.00 0. 1 1203 242 0.42 0.04 0.38 80.
1 0006 3 0.01 0.01 0.00 0. • 1 1206 243 0.42 0.04 0.38 107.
1 0009 4 0.01 0.01 0.00 0. ' 1 1209 244 0.21 0.02 0.20 121.
1 0012 5 0.01 0.01 0.00 0. • 1 1212 245 0.21 0.02 0.20 125.
1 0015 6 0.01 0.01 0.00 0. ' 1 1215 246 0.17 0.01 0.16 119.
1 0018 1 0.01 0.01 0.00 0. ' 1 1218 247 0.17 0.01 0.16 108.
1 0021 8 0.01 0.01 0.00 G. 1 1221 240 0.13 0.01 0.12 96.
1 0024 9 0.01 0.01 0.00 0. ` 1 1224 249 0.13 0.01 0.12 04.
1 0021 10 0.01 0.01 0.00 0. 1 1227 25D 0.08 0.01 0.09 74.
1 0030 11 0.01 0.01 0.00 0. 1 1230 251 0.09 0.01 0.09 64.
1 0033 12 0.01 0.01 0.00 0. 1 1233 252 0.06 0.00 0.05 55.
1 0036 13 0.01 0.01 0.00 0. 1 1236 253 0.06 0.00 0.05 47.
1 0039 14 0.01 0.01 0.00 0. • 1 1239 254 0.05 0.00 0.05 40.
1 0042 15 0.01 0.01 0.00 0. ' 1 1242 255 0.05 0.00 0.05 34.
1 0045 16 0.01 0.01 0.00 0. • 1 1245 256 0.05 0.00 0.05 29.
1 0048 11 D.D1 0.01 0.00 0. • 1 1248 257 0.05 0.00 0.05 26.
1 0051 18 0.01 0.01 0.00 0. 1 1251 258 0.04 0.00 0.04 24.
1 0054 19 0.01 0.01 0.00 0. ' 1 1254 259 0.04 0.00 0.04 22.
1 0057 20 0.01 0.01 0.00 0. 1 1253 260 0.04 0.00 0.04 20.
1 010D 21 0.01 0.01 0.00 D. ' 1 1300 261 0.04 0.00 0.04 19.
1 0103 22 0.01 0.01 0.00 D. 1 1303 262 0.04 0.00 0.03 18.
1 0106 23 0.01 0.01 0.00 0. 1 1306 263 0.04 0.00 0.03 17.
1 0109 24 0.01 0.01 0.00 0. • 1 1309 264 0.03 0.00 0.03 16.
1 0112 25 0.01 0.01 0.00 0. • 1 1312 265 0.03 0.00 0.03 15.
1 0115 26 0.01 0.01 0.00 0. 1 1315 266 0.03 0.00 0.03 I5.
1 OI18 21 0.01 0.01 0.00 0. 1 1318 267 0.03 0.00 0.03 14.
1 0121 28 0.01 0.01 0.00 0. 1 1321 268 0.03 0.00 0.03 14.
1 0124 29 0.01 0.01 0.00 0. • 1 1324 269 0.03 0.00 0.03 14.
1 0127 30 0.01 0.01 0.00 0. • 1 1327 270 0.03 0.00 0.03 13.
1 0130 31 0.01 0.01 0.00 0. 1 133D 271 0.03 O.DO 0.03 13.
1 0133 32 0.01 0.01 0.00 0. 1 1333 272 0.03 0.00 0.03 13.
1 0136 33 0.01 0.01 0.00 0. 1 1336 273 0.03 0.00 0.03 13.
1 0139 34 0.01 0.01 0.00 0. 1 1339 234 0.03 0.00 0.03 12.
1 0142 35 0.01 0.01 0.00 0. 1 1342 235 0.03 0.00 0.03 12.
1 0145 36 0.01 0.01 0.00 0. 1 1345 276 0.03 0.00 0.03 12.
1 0148 33 0.01 0.01 0.00 0. 1 1348 213 0.03 0.00 0.03 12.
1 0151 30 0.01 0.01 0.00 0. • 1 1351 218 0.03 O.DO 0.02 11.
1 0154 39 0.01 0.01 0.00 0. • 1 1354. 279 0.03 O.DO 0.02 11.
1 0157 40 0.01 0,41 0.00 0. • 1 1357 280 0.03 0.00 0.02 11.
1 0200 41 0.01 0.01 0.00 0. 1 1400 281 0.03 0.00 0.02 I1.
1 0203 42 0.01 0.01 0.00 0. 1 1403 282 0.02 0.00 0.02 I0.
1 0206 43 0.01 0.01 0.00 0. 1 1406 283 0.02 0.00 0.02 10.
I 02D9 44 0.01 0.01 0.00 0. ` 1 1409 284 0.02 0.00 0.02 10.
1 0212 45 0.01 0.01 0.00 0. 1 1412 285 0.02 0.00 0.02 10.
1 0215 46 0.01 0.01 0.00 0. 1 1415 286 0.02 0.00 0.02 10.
1 0218 41 0.01 0.01 0.00 0. • 1 1418 287 0.02 0.00 0.02 9.
1 0221 48 0.01 0.01 0.00 0. 1 1421 288 0.02 O.OD 0.02 9.
1 0224 49 0.01 0.01 0.00 0. • 1 1424 2B9 0.02 0.00 0.02 9.
1 0227 50 0.01 0.01 0.00 D. 1 1423 290 0.02 0.00 0.02 9.
1 0230 51 0.01 0.01 0.00 0. • 1 1430 291 0.02 0.00 0.02 9.
1 0233 52 0.01 0.01 0.00 0. 1 1433 292 0.02 0.00 0.02 9.
1 0236 53 0.01 0.01 0.00 0. 1 1436 293 0.02 0.00 0.02 9.
1 0239 54 0.01 0.01 0.00 0. 1 1439 294 0.02 0.00 0.02 9.
1 0242 55 0.01 0.01 0.00 0. 1 1442 295 0.02 0.00 0.02 9.
1 0245 56 0.01 0.01 0.00 0. 1 1445 296 0.02 0.00 0.02 8.
1 0248 57 0.01 0.01 0.00 0. 1 144E 293 0A2 0.00 0.02 8.
I 0251 58 0.01 0.01 0.00 0. 1 1451 299 0.02 0.00 0.02 8.
1 0254 59 0.01 0.01 0.00 0. 1 1454 299 0.02 0.00 0.02 8.
1 0251 60 0.01 0.01 0.00 0. 1 1453 300 0.02 0.00 0.02 8.
1 0300 61 ..-0.01 0.01 0.00 0. 1 1500 301 0.02 0.00 0.02 8.
1 0303 62 0.01 0.01 0.00 0. 1 1503 302 0.02 0.00 0.02 B.
1 0306 63 0.01 0.01 0.00 0. • 1 1506 303 0.02 0.00 0.02 B.
1 0309 64 0.01 0.01 0.00 0. • 1 1509 304 0.02 0.00 0.02 B.
1 0312 65 0.01 0.01 0.00 D. • 1 1512 305 D.02 O.OD 0.02 1.
1 0315 66 0.01 0.01 0.00 0. ' 1 1515 306 0.02 0.00 0.02 1.
1 0318 61 0.01 0.01 0.00 0. 1 1518 307 0.02 0.00 0.02 1.
1 0321 68 0.01 0.01 0.00 0. 1 1521 308 0.02 0.00 0.02 1.
1 0324 69 0.01 0.01 0.00 0. 1 1524 309 0.0E 0.00 0.02 1.
1 0323 10 0.01 0.01 0.00 0. 1 1523 310 0.02 0.00 0.02 1.
1 0330 11 0.01 0.01 0.00 0. 1 1530 311 0.02 0.00 0.02 1.
1 0333 12 0.01 0.01 0.00 0. 1 1533 312 0.02 0.00 0.01 1.
1 0336 13 0.01 0.01 0.00 0. 1 1536 313 0.02 O.DO 0.01 1.
1 0339 14 0.01 0.01 0.00 0. 1 1539 314 0.02 0.00 0.01 6.
1 0342 15 0.01 0.01 0.0D 0. 1 1542 315 0.02 0.00 0.01 6.
1 0345 16 0.01 0.01 0.00 0. 1 1545 316 0.01 0.00 0.01 6.
1 034B 11 0.01 0.01 0.00 0. 1 1540 317 0.01 0.00 0.01 6.
1 0351 18 0.01 0.01 0.00 0. 1 1551 319 0.01 0.00 0.01 6.
1 0354 39 0.01 0.01 0.00 0. 1 1554 319 0.01 0.00 0.01 6.
1 0357 BD 0.01 0.01 0.00 0. 1 1559 320 0.01 0.00 0.01
1 D400 BI 0.01 0.01 0.00 0. 1 1600 321 0.01 0.00 0.01 6.
1 0403 02 D.01 0.01 O.DO 0. 1 16D3 322 0.01 0.00 O.DI 6.
1 0406 03 0.01 0.01 0.00 0. 1 1606 323 0.01 D.00 0.01 5.
1 0409 B4 0.01 0.01 0.00 c. 1 1601 324 0.01 0.EO 0.01 5.
1 0412 B5 0.01 0.01 0.00 0. 1 1612 32S 0.01 0.00 0.01 5.
1 0415 86 0.01 0.0! 0.00 U. 1 1615 32n 0.01 0.00 0.01 5.
1 0419 87 Vol 0.01 0.00 0. 1 16le 327, 0.01 0.00 0.01 5.

100 Year - Existing Conditions 14
1 0421 e9 0.01 0.01 0.00 0. ` 1 1621 328 0.01 0.00 0.01 5.
1 0124 99 0.01 0.01 0.01 0. • 1 1624 329 ' 0.01 0.00 0.01 5.
1 0127 90 0.01 0.01 0.00 0. • 1 1627 330 0.01 0.00 0.01 5.
1 0430 91 0.01 0.01 0.00 0. ' 1 1630 331 0.01 0.00 0.01 5.
1 0433 92 0.01 0.01 0.00 0. ' 1 1633 332 0.. 1.00 1.. 5.
] 0436 93 0.01 0.01 0.00 0. • 1 1636 333 0.01 0.00 0.01 S.
1 0439 94 0.01 0.01 0.00 0. 1 1639 334 0.01 0.00 0.01 5.
1 0442 95 0.01 0.01 0.00 0. • 1 1642 335 0.01 0.00 D.01 5.
1 0495 96 0.01 1.OI 1.11 0. • 1 1615 336 0.01 1.00 0.01 5.
1 0 41 8
97
0.01 0.01 0.01 0. 1 1648 337
0.01 0.00 0.01 5.
1 0451 90 0.01 0.01 0.00 0. ' 1 1651 331 0.01 0.00 0.01 S.
I 0454 99 0.01 0.01 0.00 0. 1 1654 339 0.01 0.00 0.01 4.
1 0457 100 0.01 0.01 0.00 0. • 1 1657 340 0.01 0.00 0.01 4.
1 0500 101 0.01 0.01 0.00 0. • 1 1700 341 1.01 0.00 1.01 4.
1 1503 102 0.01 0.01 0.00 0. • 1 1)03 342 0.01 0.00 0.01 4.
1 0506 103 0.01 0.01 0.00 0. • 1 1706 343 0.01 0.00 0.01 4.
I 0509 104 0.01 0.01 0.00 0. • 1 1709 344 0.01 0.00 0.01 4.
1 0512 105 0.01 0.01 0.00 0. ' 1 1712 345 0.01 0.00 0.01 4.
1 0515 ]06 0.01 0.01 0.00 0. • 1 1715 346 0.01 0.00 0.01 9.
1 0518 10) 0.01 0.01 0.00 0. 1 1)18 34] 0.01 0.00 0.01 4.
1 0521 108 0.01 0.01 0.00 0. ` 1 1721 348 0.01 0.00 0.01 4.
1 0524 109 0.01 0.01 0.00 0. ` 1 1724 349 0.01 0.00 0.01 4.
1 0527 110 0.01 0.01 0.00 0. • 1 1]2] 350 0.01 0.00 0.01 4.
1 0530 111 0.01 0.01 0.00 0. • 1 1330 351 0.01 0.00 0.01 4.
1 0533 112 0.01 0.01 1.01 O. 1 1733 352 0.0] 0.00 0.01 4.
1 0516 11] 0.01 0.01 0.00 0. ' 1 L]]6 35J 1.01 0.00 .1 4.
1 0539 114 0.01 0.01 0.00 0. 1 I)39 354 0.01 0.00 1.01 4.
1 0542 115 0.01 0.01 0.00 0. 1 1)42 355 0.0 1 0.00 0.0 1 4.
1 0545 116 0.01 0.01 0.00 1. 1 1795 356 0.01 0.00 0.01 4.
1 0548 11] 0.01 0.01 0.00 1. ' 1 1740 357 0.D1 0.00 0.01 4.
] 0551 118 0.01 0.01 0.00 1. 1 1)51 359 0.01 0.00 0.01 4.
3 0559 119 O.OI 0.01 0.00 1. • 1 ❑54 359 0.01 0.00 0.01 3.
1 055) 120 0.01 0.01 0.00 1. 1 I]5] 360 0.01 0.00 0.01 1.
1 0600 121 0.01 0.01 0.00 1. ` 1 1800 361 0.01 0.00 0.01 3.
1 0603 122 0.11 1.01 0.01 1. • 1 1803 362 0.01 0.00 0.01 3.
1 0606 121 0.01 0.01 0.00 1. ' 1 1806 363 0.01 0.00 0.01 3.
1 0609 124 0.01 0.01 0.00 1. • 1 1009 364 0.01 0.00 0.01 3.
1 0612 125 0.01 0.01 0.00 1. 1 1912 365 0.01 0.00 0.01 3.
1 0615 126 0.01 0.0] 0.00 1. • 1 1815 366 0.01 0.00 0.01 3.
1 0618 12] 0.01 0.01 0.00 1. 1 1819 367 0.01 0.00 0.01 3.
1 0621 128 0.01 0.01 0.00 1. 1 1821 368 0.01 0.00 0.01 J.
1 0629 129 0.01 0.01 0.00 1. • 1 IB29 369 1.01 1.01 0.01 3.
1 062J 130 0.01 0.01 0.00 1. • 1 182) 3]0 0.01 0.00 0.01 3.
1 0630 131 0.01 0.01 0.00 1. ' 1 1830 371 0.01 0.00 0.01 3.
1 0633 132 0.01 0.01 0.00 1. • 1 1833 372 0.01 0.00 0.01 3.
1 0636 133 0.01 0.01 O.DO 1. ' 1 1836 373 0.01 O.OD 0.01 3.
1 0639 1]1 0.01 0.01 0.00 1. ` 1 1839 374 0.0: 0.00 0.01 3.
1 0692 135 0.0! 0.01 0.00 1. 1 1842 375 0.01 0.00 0.01 3.
1 0645 136 0.01 0:01 0.00 1. 1 1845 376 0.01 0.00 0.01 3.
1 0648 139 0.01 0.01 D.00 1. * 1 1848 3]] 0.01 0.00 0.01 3.
1 0651 1]8 0.01 0.01 0.00 1. 1 I85] 3]B 0.01 0.00 0.01 3.
1 0659 1J9 0.01 0.01 0.00 1. 1 1854 339 0.01 0.00 0.01 3.
1 0657 140 0.01 0.01 0.00 1. 1 1857 380 0.01 0.00 0.01 3.
1 0700 141 0.01 0.01 0.00 1. 1 1900 381 0.01 0.00 0.01 3.
1 0703 142 D.01 0.01 0.00 1. 1 1903 382 0.01 0.00 0.01 3.
1 0706 143 0.01 0.01 0.00 1. 1 1906 303 0.01 0.00 0.01 3.
1 0]09 144 0.01 0.01 0.00 1. 1 1909 384 0.0] 0.00 0.01 J.
1 0]12 195 0.01 D.OI 0.00 1. 1 1912 385 0.01 0.00 0.01 3.
1 0715 146 0.01 0.01 0.00 1. 1 1915 396 0.01 0.00 0.01 3.
1 0)18 19] 0.01 0.01 0.00 1. 1 1918 ]9) O.OI 0.00 0.01 J.
1 0]21 198 0.01 0.01 0.00 1. t 1921 388 0.01 0.00 0.01 3.
1 0724 149 0.01 0.01 0.00 2. • 1 1924 389 0.01 0.00 0.01 3.
1 0]2] 150 0.01 0.01 0.00 2. 1 1927 390 0.01 0.00 0.01 3.
1 0730 151 0.01 0.01 0.00 2. 1 1930 391 0.01 0.00 0.01 3. _
1 0733 152 0.01 0.01 0.00 2. 1 1933 392 0.01 0.00 0.01 J.
1 0736 153 0.01 0.01 0.00 2. 1 1936 393 0.01 0.00 0.01 3.
1 0739 154 0.01 0.01 0.00 2. ' 1 1939 394 0.01 D.00 O.D1 3.
1 0742 155 0.01 0.01 0.00 2. 1 1942 395 0.01 0.00 0.01 3.
1 0745 156 0.01 0.01 0.00 2. 1 1945 396 0.01 0.00 0.01 3.
1 0749 157 0.01 0.01 0.00 2. 1 1948 397 0.01 0.00 0.01 3.
1 D751 158 0.01 0.01 0.01 2. 1 1951 39B 0.01 0.00 D.01 3.
1 0154 159 1.01 0.01 0.01 2. 1 1954 399 0.01 0.00 O.D1 3.
1 0]9 160 0.01 0.01 0.01 2. 1 195] 400 0.01 0.00 0.01 3.
1 08DO 161 0.01 0.01 0.01 2. • 1 2000 401 0.01 0.00 0.01 3.
1 080 162 0.01 0.01 0.01 2. 1 2003 402 0.01 O.DO 0.01 3.
1 OB06 163 0.01 0.01 0.01 2. 1 20D6 403 0.01 O.OD D.01 3.
1 0809 164 0.01 0.01 0.01 2. 1 2009 404 0.01 0.00 0.01 3.
1 0612 165 0.01 0.01 0.01 2. 1 2012 405 0.01 0.00 0.01 3.
1 0815 166 0.01 0.01 0.01 2. 1 2015 406 0.01 0.00 0.01 3.
1 0918 167 0.01 0.01 0.01 2. 1 2018 40"1 0.01 0.00 0.01 3.
1 0821 168 0.02 0.01 0.01 2. 1 2021 408 0.01 0.00 0.01 3.
1 0824 169 0.02 0.01 O.DI 3. 1 2024 409 0.01 0.00 0.01 3.
1 0827 170 0.02 0.01 0.01 J. 1 2027 410 0.01 0.00 D.01 3.
1 0930 171 0.02 0.01 0.01 3. 1 2030 411 0.01 0.00 0.01 3.
1 0833 192 0.02 0.01 0.01 3. 1 2033 412 0.01 0.00 0.01 3.
1 0936 173 0.02 0.01 0.01 3. 1 2036 413 0.01 0.00 0.01 2.
1 0839 04 0.02 D.O1 0.01 3. 1 2039 414 0.01 0.00 O.D1 2.
1 D842 175 0.02 0A1 0.01 3. 1 2042 415 0.01 0.00 0.01 2.
1 0845 1)6 0.02 0.01 0.01 J. i 2045 416 0.01 0.00 0.01 2.
1 0848 1]] 0.02 0.01 0.01 J. 1 2048 41' 0.01 0.00 0.01 2.
1 OB 51 1]8 0.02 0.01 0.01 3. 1 2051 418 0.01 0.00 0.01 2.
1 0654 179 0.02 0.01 0.01 3. 1 2054 419 0.01 o.DD 0.01 2.
1 0857 180 0.02 0.01 0.01 4. 1 2051 420 0.01 0.00 0.01 2.
1 0900 181 0.02 0.01 0.01 4. 1 2100 421 0.01 0.00 0.01 2.
1 D903 112 0.02 0.01 0.01 4, 1 1111 112 0.01 0.00 0.01 ...

100 Year-Existing Conditions 15
1 0906 183 0.02 0Al 0.01 1. • 1 2]06 12] 0.01 0.00 0.01 2.
1 0909 189 0.02 0.01 0.01 1. • t z109 421 0.01 0.00 0.01 2.
1 0912 185 a.01 a.01 0.01 4. ` 1 2112 425 0.01 0.00 0.01 2.
t 0915 106 0.02 D.01 0.01 4. • 1 2i15 126 0.01 0.00 0.03 2.
l 0918 182 0.02 0.al 0.01 1. • 1 2118 12'I 0.01 0.00 0.01 2.
I 0921 188 0.02 O.al 0.01 1. • 1 2121 428 a.01 0.00 0.01 2.
1 0924 189 0.02 0.01 0.01 4. ' 1 2124 429 0.01 0.00 0.01 2.
1 0927 190 0.02 0.01 0.01 5. • 1 2127 430 0.01 0.00 0.01 2.
1 0930 191 0.02 0.01 0.01 5. 1 2130 431 0.01 0.00 0.01 2.
1 0933 192 0.02 0.01 0.01 5. 1 2133 432 D.01 0.00 0.01 2.
1 0936 193 0.02 0.01 0.01 5. • 1 2136 433 0.01 0.00 0.01 2.
1 0939 194 0.02 0.01 0.01 5. ' 1 2139 434 0.01 0.00 0.01 2.
1 0942 195 0.02 0.01 0.01 5. ' 1 2142 435 0.01 0.00 0.01 2.
1 0945 196 0.02 0.01 0.01 5. • 1 2145 436 0.01 0.00 0.01 2.
1 0948 197 0.02 0.01 0.01 5. • 1 2148 437 0.01 0.00 0.01 2.
1 0951 198 0.02 0.01 0.01 6. • 1 2151 438 0.01 0.00 0.01 2.
1 0954 199 0.02 0.01 0.01 6. • 1 2154 439 0.01 0.00 0.01 2.
1 0957 200 0.02 0.01 0.02 6. 1 2151 440 0.01 0.00 0.01 2.
1 1000 201 0.02 0.01 0.02 6. • 1 2200 441 0.01 0.00 0.01 2.
1 1003 202 0.03 0.01 0.02 6. • 1 2203 442 0.01 0.00 0.00 2.
1 1006 203 0.01 0.01 0.02 6. 1 2206 443 0.01 0.00 0.00 2.
1 1009 204 0.03 0.01 0.02 6. 1 2209 444 0.01 0.00 0.01 2.
1 1012 205 0.03 0.01 0.02 6. ' 1 2212 445 0.01 0.00 0.01 2.
1 1015 206 0.03 0.01 0.02 T. • 1 2215 446 0.01 0.00 0.01 2.
1 1018 207 0.03 0.01 0.02 3. • 1 221B 413 0.01 0.00 0.01 2.
1 1021 208 0.03 0.01 0.02 T. 1 2221 448 0.01 0.DO O.01 2.
1 1024 209 0.03 0.01 0.02 7. • 1 2224 449 0.01 0.00 0.02 2.
1 1027 210 0.03 0.01 0.02 T. ' 1 2227 450 0.01 0.00 0.00 2.
1 1030 211 0.03 0.01 0.02 B. 1 2230 451 0.01 0.00 0.00 2.
1 1033 212 0.03 0.01 0.02 8. 1 2233 452 0.01 0.00 0.00 2.
1 1036 213 0.03 0.01 0.02 8. 1 2236 453 0.01 0.00 0.00 2.
1 1039 214 0.03 0.01 0.02 B. ' 1 2239 454 0.01 0.00 0.00 2.
1 1042 215 0.03 0.01 0.02 9. ' 1 2242 455 0.01 0.00 0.00 2.
1 1045 216 0.03 0.01 0.02 9. 1 2245 456 0.00 0.00 0.00 2.
1 1040 219 0.03 0.01 0.02 9. • 1 2248 452 0.00 0.00 0.00 2.
1 1051 218 0.03 0.01 0.02 9. ' 1 2251 450 o.DD 0.00 0.00 2.
1 1054 219 0.03 0.01 0.03 9. 1 2254 459 0.00 0.00 0.00 2.
1 1051 220 0.04 0.01 0.03 10. 1 2257 460 0.00 0.00 0.00 2.
1 1100 221 0.04 0.01 0.03 10. • 1 23CO 461 0.00 0.00 0.00 2.
1 1103 222 0.04 0.01 0.03 10. 1 2303 462 0.00 0.00 0.00 2.
1 1106 223 0.04 0.01 0.03 10. I 2306 461 0.00 0.00 0.00 2.
1 1109 224 0.04 0.01 0.03 11. ' 1 2309 464 0.00 0.00 0.00 2.
1 1112 225 0.04 0.01 0.03 11. ` 1 2312 965 0.00 0.00 0.00 2.
1 1115 226 0.05 0.01 0.04 12. ' 1 2315 466 0.00 0.00 0.00 2.
1 1116 223 0.05 0.01 0.04 12. • 1 2318 463 0.00 0.00 0.00 2.
1 1121 228 0.05 0.01 0.04 13. 1 2321 468 0.00 0.00 0.00 2.
1 1124 229 0.05 0.01 0.04 14. ' 1 2324 469 0.00 0.00 0.00 2.
1 1123 230 0.06 0.01 0.04 15. ' 1 2323 470 0.00 0.00 D.00 2.
1 1130 231 0.06 0.01 0.04 IS. 1 2330 471 0.00 0.00 0.00 2.
1 1133 232 0.08 0.02 0.06 16. 1 2333 432 0.00 0.00 0.00 2.
1 1136 233 0.08 0.02 0.06 18. 1 2336 433 0.00 0.00 0.00 2.
1 1139 234 0.13 0.02 0.10 20. • 1 2339 474 D.CD 0.00 0.D0 2.
1 1142 235 0.13 0.02 0.10 24. 1 2342 435 0.00 0.00 0.00 2.
1 1145 236 0.13 0.03 0.14 28. 1 2345 416 0.00 0.00 0.00 2.
1 1148 233 0.13 0.03 0.14 34. 1 2348 477 0.00 0.00 0.00 2.
1 1151 230 0.21 0.D3 0.15 40. 1 2351 478 D.00 0.00 0.00 2.
1 1154 239 0.21 0.03 0.18 47. 1 2354 439 0.00 0.00 0.00 2.
1 1157 240 0.42 0.05 0.37 53. 1 2357 480 0.00 0.00 0.00 2.
....................................•.........................•....................................................................
TOTAL RAINFALL 10.00, TOTAL LASS 2.22, TOTAL EXCESS 7.78
PEAR FLOW TIME MAXIMUM AVERAGE FDOW
6-HR 24-HR 12-IIR 23.95-HR
(CFSI IHR)
(CFS)
125. 12.20 21. T. T. T.
(INCHES) 6.112 7.357 7.753 7.753
(AC-FT) 10. 13. 13. 13.
CUMULATIVE AREA - 0.03 SO MI
... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
..............
]8 KK Out
• Outfall to Cl-k
BO KO OUTPUT CONTROL VARIARLE5
I PENT 0 PRINT CONTROL
IP✓JT 0 PLOT CONTROL
DECAL D. HYDROGRAPH PUOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
I OUT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAVI 1 FIRST ORDINATE. PUNCHEU OR SAVED
13AV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN DOOR$

100 Year- Existing Conditions 16
81 HC HYDROGRAPH COMBINATION
ICONP 2 NONBER OF HYDROGRAPHS TO COMBINE
x.e..v+........e+...«............... e....+.e......+.«e..e...♦.....v.e x......e...+v.......................x.............u.
HYOROGRAPH AT STATION Out
SUM OF 2 HYOROGRAPHS
........................ e+.e................................+u.«..................
OA MON HRMN ORD FU • DA MON HRRUI ORD FIOM OR MON HRNN ORD FIOY DA MON HRMN ORD FIAN
1 0000 1 0. 1 0600 121 1. . 1 1200 241 98. • 1 1800 361 3.
1 0003 2 0. ` 1 0603 122 1. • 1 1203 242 120. 1 1803 362 T.
1 0006 3 0. ` 1 0606 123 1. 1 1206 243 143. 1 1806 363 T.
1 0009 4 O. 1 0609 124 1. . 1 1209 244 166. 1 1809 364 T.
1 0012 5 0. • 1 0612 125 1. . 1 1212 245 181. 1 1812 365 7.
1 0015 6 0. ' 1 0615 126 1. 1 1215 246 105. 1 1815 366 T.
1 0018 T 0. 1 0618 121 1. 1 1218 247 184. 1 1818 367 T.
1 0021 0 0. 1 0621 128 1. • 1 1221 248 100. 1 1021 368 T.
1 0024 9 0. • 1 0624 129 1. ' 1 1224 249 174. 1 1824 369 T.
1 0023 10 0. 1 0627 130 1. ' 1 1223 250 160. 1 1827 370 3.
1 0030 11 0. ' 1 0630 131 1. 1 1230 251 161. 1 1830 371 7.
1 0033 12 0. 1 0633 132 1. 1 1233 252 151. 1 1833 382 T.
1 0036 13 0. 1 0636 133 1. 1 1236 253 141. 1 1036 373 T.
1 0039 14 0. ' 1 0639 134 1. ` 1 1239 254 130. 1 1839 374 6.
1 0042 15 0. • 1 0642 135 1. 1 1242 255 119. 1 1842 335 6.
1 0045 16 0. ' 1 0645 136 1. • 1 1245 256 109. 1 1845 376 6.
1 0048 17 0. ' 1 0646 133 1. 1 1249 257 100. 1 1846 331 6.
1 0051 18 G. 1 0651 138 2. 1 1251 258 92. 1 1851 378 6.
1 0054 19 0. 1 0654 139 2. ` 1 1254 259 84. 1 1854 319 6.
1 0053 20 0. 1 0659 140 2. ' 1 1253 260 13. 1 1057 380 6.
1 0100 21 0. 1 0700 141 2. 1 1300 261 70. 1 1900 381 6.
1 0103 22 0. 1 0703 142 2. ` 1 1303 262 64. 1 1903 382 6.
1 0106 23 0. 1 0306 143 2. • 1 1306 263 59. 1 1906 383 6.
1 0109 24 0. 1 0709 144 2. 1 1309 264 54. 1 1909 384 6.
1 0112 25 0. 1 0712 145 2. ' 1 1312 265 51. 1 1912 385 6.
1 0115 26 0. 1 0315 146 2. • 1 1315 266 48. 1 1915 386 6.
1 0118 27 0. ' 1 0318 147 2. 1 1318 267 46. 1 1918 387 6.
1 0121 28 0. 1 0721 148 2. • 1 1321 218 44. 1 1921 388 6.
1 0124 29 0. 1 0724 149 2. 1 1324 269 41. 1 1924 389 6.
1 0123 30 0. • 1 0327 150 2. 1 1327 270 40. 1 1927 390 G.
1 0130 31 0. ' 1 0330 151 2. 1 1330 231 38. 1 1930 391 6.
1 0133 32 0. 1 0333 152 2. • 1 1333 232 36. 1 1933 392 6.
1 0136 33 0. 1 0736 153 2. ` 1 1336 2I3 35. 1 1936 393 6.
1 0139 34 0. :1 0339 154 2. • 1 1339 274 33. 1 1939 394 6.
1 0142 35 0. 1 0742 155 2. 1 1342 295 32. 1 1942 395 6.
1 0145 36 0. ' 1 0745 156 2. 1 1345 26 31. 1 1945 396 6.
1 0148 31 0. 1 0748 157 3. 1 1348 273 30. 1 1948 393 6.
1 0151 38 0. 1 0751 158 3. 1 1351 278 29. 1 1951 390 6.
1 0154 39 0. ' 1 0754 159 3. 1 1354 239 28. 1 1954 399 6.
1 0153 40 0. 1 0357 160 3. 1 1353 280 23. 1 1953 400 6.
1 0200 41 0. 1 0800 161 3. 1 1400 281 26. 1 2000 401 6.
1 0203 42 0. 1 0803 162 3. ' 1 1403 282 25. 1 2003 402 6.
1 02D6 43 0. 1 0806 163 3. 1 1406 293 25. 1 2006 403 5.
1 0209 44 0. 1 0809 164 3. 1 1409 284 24. 1 2009 404 5.
1 0212 45 0. 1 0812 165 3. 1 1412 285 23. 1 2012 405 5.
I 0215 46 0. 1 0015 166 3. 1 1415 286 23. 1 2015 406 5.
1 0218 43 G. 1 0818 163 3. • 1 1419 287 22. 1 2019 407 5.
1 0221 40 0. 1 0821 166 3. ` 1 1421 289 22. 1 2021 408 5.
1 0224 49 D. 1 0824 169 4. 1 1424 289 21. 1 2024 409 5.
1 0227 50 U. 1 0827 130 4. ' 1 1427 290 21. 1 2023 410 5.
1 0230 51 0. 1 0030 131 4. 1 1430 291 21. 1 2030 411 5.
1 0233 52 0. 1 0833 132 4. 1 1433 292 20. 1 2033 412 5.
1 0236 53 0. 1 0836 173 4. ` 1 1436 293 20. 1 2036 413 5.
1 0239 54 0. • 1 0839 114 4. 1 1439 294 20. 1 2039 414 5.
1 0242 55 0. 1 0842 135 4. 1 1442 295 19. 1 2042 415 5.
1 0245 56 0. 1 0945 176 4. • 1 1445 296 19. 1 2045 416 5.
1 0249 57 0. 1 0848 IT 5. 1 1449 297 19. 1 2048 417 5.
1 0251 5B 0. 1 0951 178 5. 1 1451 299 18. 1 2051 418 5.
1 0254 59 0. 1 0854 179 5. • 1 1454 299 18. 1 2054 419 5-
1 0257 60 0. 1 0851 180 5. 1 1457 300 I8. 1 2057 420 5.
1 0300 61 0. 1 0900 181 5. ' 1 1500 301 16. 1 2100 421 5.
1 0303 62 0. 1 0903 192 5. 1 1503 302 11. 1 2103 422 5.
1 0306 63 0. 1 0906 163 S. 1 1506 303 13. 1 2106 423 5.
1 0309 64 0. 1 0909 184 6. • 1 1509 304 0. 1 2109 424 5.
1 0312 65 0. 1 0912 105 6. 1 1512 305 16. 1 1112 425 5.
1 0315 66 0. 1 0915 186 6. 1 1515 306 16. 1 2115 426 5.
1 0318 63 0. 1 0918 191 6. 1 1518 307 16, 1 2118 42 b.
1 0321 68 0. 1 0921 188 6. 1 1521 308 16. 1 2121 42.8 5.
1 0324 69 0. 1 0924 189 6. 1 1524 309 16. 1 2124 429 5.
1 0327 30 O. 1 0927 190 6. 1 1527 310 15. 1 2127 430 5.
1 0330 31 0. 1 0930 191 3. 1 1530 311 15. 1 2130 431 5.
1 0333 32 0. 1 0933 192 1. ` 1 1533 312 15. 1 2133 432 5.
1 0336 33 0. 1 0936 193 3. 1 1516 313 15. 1 2136 433 5.
1 0339 14 0. 1 0939 194 T. 1 1539 314 14. 1 2139 434 5.
1 0342 35 0. 1 0942 195 3. 1 1542 315 14. 1 2142 435 5.
1 0345 76 0. 1 0945 196 7. 1 1545 316 14. 1 2145 436 5.
.1 0348 "17 0. I 0948 197 B. 1 1548 317 14. i 2140 437 5.
1 0351 38 0. 1 0951 198 9. 1 1551 319 13. 1 2151 436 5.
1 0354 39 0. 1 0954 199 10. 1 1554 319 13. 2154 439 5.
1 0357 80 0. 1 0^57 200 11. 1 1557 320 13. i 2157 440 5.

100 Year- Existing Conditions 17
1 0900 81 0. • 1 1000 201 1600 121 13. 1 2200 "1 5.
1 OIOJ 82 0. 1 1003 202 l2. ` 1 160] 322 12. 1 2203 442 5.
1 0406 83 0. ' 1 1006 203 12. . 1 1606 323 12. 1 2216 443 5.
1 0409 04 0. 1 1009 204 13. . 1 1609 324 12. 1 2209 444 5.
I 0412 85 0. 1 1012 205 1J. ' 1 1612 325 12. • 1 2212 445 4.
1 0415 86 0. • 1 3015 206 14. ` 1 1615 326 12. ' 1 2215 446 4.
1 0410 BT 0. • 1 101E 203 14. • 1 16I8 127 11. 1 221E 411 4.
1 0421 88 0. • 1 1021 208 15. ` 1 1621 328 11. • 1 2221 448 4.
1 0424 89 0. • 1 1024 209 15. ` 1 1624 329 11. 1 2224 449 4.
1 0423 90 0. • 1 1023 210 16. ' 1 1623 330 11. ' 1 2223 450 4.
1 0430 91 0. • 1 1030 211 16. . 1 1630 331 11. • I 2230 451 4.
1 0433 92 0. 1 1013 212 17. 1 1633 332 11. 1 2233 452 4. )
1 0436 93 0. 1 1036 213 V. • t 1636 333 11. • 1 2236 453 4.
1 0439 94 0. ` 1 1039 214 V. • L 1639 334 10. • 1 2239 454 4.
1 0442 95 0. 1 1042 215 1$. ` 1 1642 335 10. 1 2242 455 4.
1 0445 96 0. • 1 1045 216 18. • 1 1645 336 10. • 1 2245 456 4.
1 0449 93 0. • 1 1040 213 19. * 1 1648 333 10. 1 2248 453 4.
1 0451 98 0. • 1 1051 218 19. 1 1651 338 10. 1 2251 450 4.
1 0454 99 0. ` 1 1054 219 20. • 1 1654 339 10. • 1 2254 459 4.
I 0453 100 0. ` t 1057 220 20. 1 1653 340 10. 1 2253 460 4.
1 0500 101 0. • 1 1I00 221 21. • 1 1700 341 10. • 1 2300 461 4.
1 0503 102 0. . 1 1103 222 21. • 1 1303 342 9. ` 1 2303 462 4.
I 0506 103 0. . I 1106 223 22. • 1 1306 343 9. . 1 2306 463 4.
1 0509 104 0. 1 1109 224 22. • 1 1309 344 9. ' 1 2309 464 4.
1 0512 105 1. 1 1112 225 23. • 1 1312 345 9. ` 1 2312 465 4.
1 0515 106 1. 1 1115 226 24. 1 1715 346 9. 1 2315 466 4.
1 0518 103 1. 1 1118 223 25. 1 131E 347 9. ' 1 2318 463 4.
1 0521 108 1. • 1 1121 228 26. ` 1 1321 348 9. 1 2321 468 4.
1 0524 109 1. • 1 1124 229 23. 1 1724 349 9. ' 1 2324 469 4.
1 0523 110 1. ` 1 1123 230 28. . 1 1323 350 9. ' I 2323 470 4.
1 0550 111 1. ' 1 1130 231 29. . 1 1330 351 B. 1 2330 431 4.
1 0533 112 1. • 1 1133 232 31. 1 1733 352 8. 1 2333 432 4.
1 0536 113 1. 1 11J6 233 33. • 1 1736 353 0. ' t 2336 433 4.
1 0539 114 1. 1 1139 234 36. 1 1339 354 B. 1 2339 414 4.
1 0542 115 1. 1 1142 235 40. 1 1342 355 8. ` 1 2342 435 4.
1 0545 116 1. I 1145 236 45. ` 1 1345 356 8. • 1 2345 436 4.
1 0548 Ili 1. 1 1148 237 52. 1 1340 353 8. 1 2348 433 4.
1 0551 I19 1. ' 1 1151 238 60. 1 1351 358 B. ` 1 2351 430 4.
1 0554 119 1. I 1154 239 69. ` 1 1354 359 8. 1 2354 439 4.
1 0559 120 1. 1 1153 240 81. 1 1753 360 8. 1 2353 400 4.
..u.•r...«.•e.......................................u...u.u...................................................................
PEAK FLOW TIME MAX IHUH AVERAGE FLOW
6-HR 24-HR 32-HR 23.95-HR
(CES) NUN
(CFS)
185. 12.25 45. 14. 14. 14.
(INCHES) 6.438 8.059 8.059 8.059
(AC-FT) 22. 29. 28. 20.
CUMULATIVE AREA = 0.06 SO MI

100 Year-Existing Conditions 18
RUNOFF SUMMARY
FI IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA M SQUARE MILES
PEAK TIME OF AVERAGE FLOM FOR MAXIMUM PERIOD BASIN MAXIMUM TINE OF
OPERATION STATION FLOM PEAK AREA STAGE MAX STAGE
6-HOUR 24-HOUR 72-HOUR
HYOROGRAPH AT
804 108. 12.35 24. 8. B. 0.03
ROWED TO
POND 97. 12.50 24. 3. ]. 0.03
96.00 12.50
HYDRWBAPH AT
200 125. 12.20 21. T. Y. 0.03
2 COMMINED AT
Out 185. 12.25 45. 14. 14. 0.06
"' NORMAL END OF NEC-1 '^

2 Year - Improved Conditions 2
HECl SIN: 1343001909 HHVersion: 6.33 Data File: C:\TEMP\-vbA0346.TMP
x«x+.xxx+.x+•x++x•u+xu a•...xx.x...«++ +x••x«uv+u x..«•+u•«•+v+•exe««
+ FWD NTORWMPN PACKAGE (NEC-1) + V.S. ARMY CORPS OF ENGINEERS
MAY 1991 ` ` HYDRO WlC ENGINEERING CENTER
• VERSION 4.0.1E • ` 609 SECOND STREET
• • OAVI S, CALIFORNIA 95616
' RUN DATE 11/10/1990 TIME 21:38:32 ' 1916I 756-1104 '
«+«xu«•x+•«ex v.x.+x+u+s+•«•e+••« +x•ex..x..++«•••x+xx......+++•x+•-•+x++
A x xxxxxxx xxxxx x
A x x K x xx
A x x x x
xxxxxxx xxxx x xxxxx x
A x x x x
A x x x x x
x x xxxxxxx xxxxx xxx
...........................................
...........................................
...........................................
...........................................
... Full Microcomputer Implementation ...
... by
... Haestad Methods, Inc. ...
37 Brookside Road • Waterbury, Connecticut 06708 • [phone]
THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF NEC-I KNOWN AS HECI (d AN b), HECIGS, HECIDB, AND MIST".
THE DEFINITIONS OF VARIABLES -RTIMP- AM) -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1913-STYLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS I5 THE FORTRANIT VERSION
NEW OPTIONS: DAMBREAK OUTT GOO SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, OSS:WRITE STAGE FREQUENCY,
DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LASS RATE:GREEN AND AMPT INFILTRATION
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM

2 Year- Improved Conditions 3
HEC-1 INPUT PAGE 1
LINE ID.......1.......2.......].......4.......5.......6.......7.......8.......9......10
1 ]D 2 Year Improved Conditions
2 IT 3 400
3 10 0 0
4 KK 804
5 KK Existing Site Drainage
6 KO 22
BA 0.0322
8 PB 4.5
9 IN 6
10 PC 1.0101 0.00110 1.01201 0.00310 1.01400 0.01501 0.01101 1.11111 1:11111 1.01901
11 PC 0.0300 0.01100 0.0121. 0.1,30. 0.01400 0.0151. 0.01600 O.O1 700 0.01800 0.01900
12 PC 0.0200 O'02101 O.D2203 0:02301 O'02412 O'02519 O'02627 0.02T33 0.02848 0.02961
13 PC 0.0308 0.03191 0.03308 0.03427 0.0354T 0'
03669 0.03792 0.03917 0.04043 0.0417
14 PC 0.0430 0.04431 0.04561 0-04697 0.04832 0.04969 0.05107 0.05247 0.05308 0.05531
15 PC 0.0563 0.05021 0.05960 0.06117 0.06267 0.06419 0.06572 0.06327 0.06883 0.07041
16 PC 0.0320 0.07363 1A1130 0.03303 0.03800 0.0806] 0AB250 0.0.443 0.00640 0.08843
I] PC 0.0905 0.09263 0.19480 0.09303 0.09930 0.10163 0.10400 0.30643 O.I0890 0.11143
18 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.1316/ 0.13502 0.13848 0.14206
19 PC 0.1458 0.14956 0.15349 0.15752 0.16161 0.16594 0.17032 0.17482 0.17943 0.18416
20 PC 0.1890 0-19402 0.19920 0.20478 0.21052 0.21650 0.22272 0.22918 0.23508 0.24282
21 PC 0.2500 0.25336 0.26644 0.27604 0.28656 0.29900 0.31430 0.33940 0.37330 0.41600
22 PC 0.5000 0.5840 0.62610 0.66060 0.68570 0A0200 0.71344 0.72396 0.73356 0.74224
23 PC 0.7500 0.7571: 0-76412 0.77002 0.0]]28 0A8350 0.78948 0.79522 0.800I2 OA0598
24 PC 0.0110 0.81584 0-82057 0.82518 0.82960 0.83406 0.83933 0.84248 0.84652 0.85044
25 PC 0.8543 0.85194 0.86152 0.86490 0-96833 0.87156 0.87468 0.83368 0.88057 0.68334
26 PC 0.0060 0.88858 0.89110 0.89358 0.89600 0.89830 0.90070 0.90298 0.90520 0.90739
23 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92639
28 PC 0.9280 0.92959 0.93117 0.93273 0-93428 0.93581 0.93733 0.93883 0.94032 0.941`19
29 PC 0.9433 0.94469 0.94612 0.94753 0.94093 0.95031 0.95168 0.95303 0.95437 0.95569
30 PC 0.9530 D.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824
31 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.99347 0.97856 0.91967
32 PC 0.9808 0-99102 0.98200 0.98392 0.98496 0.98598 0.98100 0.98800 0.98899 0.98997
33 PC 0.9909 0.99189 0.99284 0.99333 0.99470 0.99561 0.99651 0.99740 0.9902E 0.99914
34 PC 1.0000 1.00000 1.00000 I.OD000 1.00000 1.00000
35 LS 93
]6 UD 0.34
33 KK 200
38 M IWroved Site Drainage
39 KO 22
40 BA 0.0319
41 PB 4.5
42 IN 6 -
43 PC 0.0000 0:00100 0,00200 0.00300 0-00400 0.005D0 0.00600 0.00700 0.0080D 0.00900
44 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01800 0.01900
45 PC 0.0200 0.02101 OA2203 0.02303 0.02412 0.02519 0.02627 0.02737 0.02848 0.02961
46 PC 0.03D8 D.03191 0.03309 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
47 PC 0.0430 0.04431 0.04563 0.04697 0.04932 0.04969 0.05107 0.05247 0.05388 0.05531
48 PC 0.0563 0.05821 0.D5968 0.06117 0.06261 0.06419 0.06572 0.06723 0.06883 0.07041
49 PC 0.0120 0.07363 0.07530 0.03303 0.07080 0.08063 0.08250 0.00443 0.08640 0.09843
50 PC D.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
51 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206
52 PC 0.1458 0.14556 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 D.18416
53 PC 0.1690 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22918 0.23588 0.24282

2 Year - Improved Conditions 4
HEC-1 INPUT PAGE 2
LINEID.......1.......2.......3.......4.......5.......6.......I.......8.......9......10
54 PC 0.2500 0.25776 0.26644 0.27604 0.28656 0.29800 0.31430 0.33940 0.37330 0.41600
55 PC 0.50 00
a.58400 0.62670 0.66060 0.60570 0.70200 0.71344 0.72396 0.73356 0.74224
56 PC 0.3500 0.75318 0.76412 0.73082 0.11720 0.78350 0.78940 0.79522 0.80072 0.80598
53 PC 0.8110 0.81584 0.82053 0.82518 0.82968 0.83406 0.83833 0.84248 0.84652 0.05044
58 PC 0.8543 0.85794 0.06152 0.86498 0.86833 0.87156 0.87460 0.87768 0.80057 0.88334
59 PC O.BB60 0.88858 0.8911D 0.89358 0.89600 0.89838 0.90070 0.90298 0.90520 0.90738
60 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92290 0.92470 0.92638
61 PC 0.9280 0.92959 0.93117 0.93273 0.93420 0.93501 0.93733 0.93803 0.94032 0.94179
62 PC 0.9433 0.94469 0.54612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
63 PC 0.9530 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824
64 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.91947 0.97050 0.97967
65 PC 0.9808 0.98182 0.98288 0.98392 0.99496 0.98590 0.90100 0.98800 0.98899 D.98997
66 PC 0.9909 0.99189 0.99284 0.99337 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
67 PC I.DOOD 1.00000 1.00000 1.00000 1.00000 1.00000
68 S 88
69 M 0.139
10 KK junct
31 KN
32 KO 22
13 RC 2
74 KK POn
15 KM Detention Pond
36 KO 22
33 RS 1 ELEV 94
38 SA 2.4 2.61 2.82 3.05 3.23 3.52 3.37
79 SE 94 94.5 95 95.5 96 96.5 93
BD SQ 0 0.6 2.1 36.4 97.2 139.3 290
el SE 94 94.5 95 95.5 96 96.5 93
82 ZZ

2 Year- Improved Conditions 5
DEC SIN: 1343001909 HMVer3ion: 6.33 Data File: C:\TEMPN-Vbh0346.TMP
:•e.e..•........e.v..................... .......................................
• FLOOD HYDROGRAPH PACKAGE IHEC-I) • U.S. ARMY CORPS OF ENGINEERS
• NAY 1991 ' HYDROLOGIC ENGINEERING CENTER
• VERSION 9.0.1E - • • 609 SECOND STREET
' DAVIS, CALIFORNIA 95616
• RUN DATE 11/10/1998 TIME 21:38:32 • [phone]
...............................I......... .......................................
2 Year le,roved Condi tiona
3 to OUTPUT CONTROL VARIABLES
1PRNT O PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
MIN 3 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NO 480 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 1 0 ENDING DATE
NOTI ME 235/ ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL 0.05 HOURS
TOTAL TIME BASE 23.95 HOURS
ENGLISH POINTS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH, ELEVATION FEET
FIAM CUBIC FEET PER SECOND
STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
... ... ..e ... .« ..e ... ... u. .a. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..•
..............
4 KK 804
..............
Exietinq Site Drainaqe
6 KO OUTPUT CONTROL VARIABLES
IPINT 0 PRINT CONTROL
IPIAT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
IOUT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAVI 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
9 IN TIME DATA FOR INPUT TIME SERIES
JANIN 6 TIME INTERVAL IN MINUTES
J%DATE 1 0 STARTING DATE
J%TIME 0 STARTING TIME
SUBBASIN RUNOFF DATA
BA SUBBASIN CHARACTERISTICS
TAREA 0.03 SUBBASIN AREA
PRECIPITATION DATA
B PH STORM 4.50 BASIN TOTAL PRECIPITATION
10 PI INCREMENTAL PRECIPITATION PATTERN
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
O.DO D.00 0.00 0.00 B.BB 0.00 0.00 0.00 a.aD D.OD
0.00 0.00 0.00 O.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 O.OD 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 a.00 0.00 D.00 0.DO
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 a.00 0.00 0.D0 0.00 a.00 0.00 0.00 0.00 a.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.110 D.OD B.Bo 0.00 0.00 0.00 0.00
0.00 a.aD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.OD D.00 0.00

2 Year - Improved Conditions 6
0.00 o.oa o.0a o.o0 0.ao 0.aa o.00 o.00 o.00 a.oa
0.00 0.00 0.00 0.00 0.Oa 0.00 0.00 0.00 0.00 0.00
o.00 O.ao 0.00 0.00 O.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 1.01 O.00 O.10 1.00 0.00 0.00 0.00 0.00
00
0.00 0.00 0.00 0.00 0.ao a.o0 0.10 0.0
0 1100
0.00
0.00 0.00 0.00 0.00 0.00 0.0o a.00 0.00 0.00 0.00
O.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 O.0o 0.00 0.00 0.00 0.00
O.00 0.00 0.00 a.00 0.00 0.00 0.01 0.00 0
.0
0 0.00
0.00 0.00 0.00 a.00 0.. 0.0 0 0.01 0.01 0.04 0.04
0.04 0.04 0.01 0.02 0.02 0.02 0.01 0.01 0.01 0.01
0.04 a.01 0.01 0.01 O.00 a.00 0.00 0.00 a.a0 0.00
0.00 0.01 0.11 0.00 0.00 0.01 0.11 0.01 0.00 0.00
O.ao 0.0
0 0.0o a.o0 0
.00 0.Oo 0.ao 0.11 0.00 0.00
O.00 O.aa 0.00 0.00 0.01 0.a0 C.00 0.00 0.00 0.01
0.00 0.00 0.00 0.00 0.00 0
.1
0
0.00 0.00 0.00 0.no
00
0.00 O.no 0.00 0.01 1.11 1.01 O.0o 0.00 0.Do 0.01
0.00 0.00 0.00 a.00 a.oa 0.00 o.00 0.00 0.00 0.00
0.00 0.00 0.00 0.10 0.00 0.01 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0
.0
0 0.00 0.00 0.00
0.00 0.00 0.00 0.00 O.00 a.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 O.00 O.ao a.00 0.00 0.00 0.00 0.00
0.00 a 00 0.00 O.ao O.00 0.00 a 00 0.00 0.00 0.00
0-00 a.00 0.00 0.00 0.00 0 Do 0.00 0.00 0.0o 0.00
0.00 0.00 a.00 0.00 0.00 0.00 a.00 0.00 o.a0 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.Do 0.00 0.00 0.a0 a 00 0.Do 0.0O 0.on
0.00 0.00 0.00 a.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.O0 0.00
0.00 0.00 0.00 0.00 0.00 a.00 0.00 0.00 0.O0 0.00
0.01 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
O.0o 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.O0 O.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 a.00 o.00 o.00 0.00 0.00 0.00 0.00
35 LS SCS LOSS RATE
STRTL 0.15 INITIAL ABSTRACTION
CRVNBR 93.O0 CURVE NUMBER
RTIMP O.aa PERCENT IMPERVIOUS AREA
36 I10 SCS DIMENSIONLESS UNITGRAPH
TLAG 0.34 LAG
MIT HYDROGRAPH
36 END-OF-PERIOD ORDINATES
2. 1. 14. 24. 31. 40. 42. 42. 39. 34.
29. 22. 17. 14. 11. 9. 1. 6. 5. 4.
3. 2. 2. 1. 1. 1. 1. 1. 0. 0.
0. D. 0. 0. 0. a.
....................................................................................................................................
HYDROGRAPH AT STATION 904
....................x.................................ex............................................................x..............
OA NON DAMN ORD RAIN LESS EXCESS COMP 0 DA MON HRMN ORD MIN LASS EXCESS COMP 0
1 0000 1 O.00 0.00 O.00 0. 1 1200 241 0.19 O.al 0.17 19.
1 0003 2 0.00 0.00 0.00 0. 1 1203 242 0.19 0.01 0.19 23.
1 0006 3 0.00 0.00 0.00 0. 1 1206 243 0.19 0.01 0.19 27.
1 0009 4 0.00 0.00 0.00 0. 1 1209 244 0.10 0.01 0.09 32.
1 0012 5 0.00 0.00 0.00 0. 1 1212 245 0.10 0.00 0.09 37.
1 0015 6 0.00 0.00 0.00 D. ` 1 1215 246 0.08 0.00 0.07 41.
1 0018 1 0.00 0.00 0.00 0. ' 1 1218 247 0.08 0.00 0.07 45.
1 0021 8 0.00 0.00 0.00 0. 1 1221 240 0.06 0.00 0.05 46.
1 0024 9 0.00 0.00 0.00 0. 1 1224 249 0.06 0.00 0.05 46.
1 0027 10 0.00 0.00 0.00 0. 1 1227 250 O.04 O.Oa 0.04 45.
1 0030 11 0.00 0.00 0.00 0. 1 1230 251 0.04 0.00 0.04 42.
1 0033 12 0.00 0.00 0.00 0. 1 1233 252 0.03 0.00 0.02 39.
1 0036 13 0.00 0.00 0.00 0. 1 1236 253 0.03 0.00 0.02 31.
1 0039 14 0.00 0.00 0.00 0. 1 1239 254 0.02 0.00 0.02 ]3.
1 0042 15 0.00 0.00 0.00 0. 1 1242 255 0.02 0.00 0.02 29.
1 0045 16 0.00 0.00 0.00 0. ' 1 1245 256 0.02 0.00 0.02 26.
1 0048 11 0.00 0.00 0.00 0. 1 1248 257 0.02 0.00 0.02 23.
1 0051 18 0.00 0.00 0.00 0. 1 1251 258 0.02 0.00 0.02 21.
1 0054 19 0.00 0.00 0.00 0. 1 1254 259 0.02 0.00 0.02 19.
1 0057 20 0.00 0.00 0.00 0. 1 1257 260 0.02 0.00 0.02 17.
1 0100 21 0.00 O.00 0.00 0. 1 1300 261 0.02 0.00 0.02 15.
1 0103 22 0.00 0.00 0.00 0. 1 1303 262 0.02 0.00 o.02 14.
1 0106 23 0.00 0.00 0.00 0. 1 1306 263 O.02 0.00 0.02 13.
1 0109 24 0.00 0.00 0.00 0. 1 IJ09 264 0.02 0.00 0.02 12.
1 0112 2S 0.00 0.00 0.00 a. 1 1312 265 0.02 a.00 0.02 11.
1 0115 26 0.00 0.00 0.00 0. 1 1315 266 0.02 0.00 0.01 10.
1 0118 21 0.O0 O.aa 0.00 0. 1 IJ1B 267 0.02 0.00 0.01 9.
1 0121 211 0.00 0.00 0.00 0. 1 1321 2" 0.01 0.00 0.01 9.
1 0124 29 0.00 0.00 0.00 0. 1 1324 269 0.01 0.00 0.01 B.
1 0127 30 0.00 0.00 0.00 0. 1 1321 210 0.01 0.00 0.01 6.
1 011O 91 0.00 0.00 O.00 0. 1 1-330 nt O.oI 0.00 0.01 1.
1 0133 32 0.00 0.00 0.00 0. 1 UTJ 272 0.01 0.00 0.01 1.
1 0136 13 0.00 0.00 0.00 0. 1 1316 213 0.01 O.00 0.01 Y.

2 Year - Improved Conditions 7
1 0139 31 0.01 0.01 0.10 0. • 1 1339 274 0.a1 1.01 0.01 J.
1 0142 35 0.00 0.00 0.00 0. • 1 142 275 0.01 0.00 0.01 6.
I 0115 ]6 0.00 0.00 0.00 0. 1 1345 276 0.01 0.00 0.01 6.
1 0148 ]J 000 0.00 0.00 0. • ] 1348 273 0.01 0.00 0.01 6.
1 0151 30 0.00 0.00 0.00 0. • 1 1351 238 0.01 0.00 0.01 6.
1 0154 39 0.00 0.00 0.00 0. • 1 1354 279 0.01 0.00 0.01 6.
1 0157 40 0.00 0.00 0.00 0. 1 1357 280 0.01 0.00 0.U1 6.
1 02" 41 "00 0.00 0." 0. • I 3100 201 0.01 0.00 0.01 5.
1 0203 92 0.00 0.00 0.00 0. 1 t10J 282 0.01 0.00 0.01 5.
1 0206 43 0.00 0.00 0.00 0. • 1 1406 283 0.01 0.00 0.01 5.
1 1219 11 Y.00 0.00 0.00 0. ' ] 1409 284 0.01 0.01 0.01 5.
1 0212 45 0.00 0.00 0.00 0. ] ]112 285 0.01 0.00 0.01 5.
1 0215 46 0.00 0.00 0.00 0. 1 1415 286 0.01 0.00 0.01 5.
1 0218 93 0.00 0.00 0." 0. ' 1 1118 207 0.01 0.00 0.01 5.
1 0221 48 0.00 0.00 0.00 0. 1 1421 280 0.01 0.00 0.01 S.
1 0224 49 0.00 0.00 0.00 0. • 1 1424 289 0.01 0.00 0.01 5.
1 0227 50 0.00 0.00 0.00 0. ' 1 1427 290 0.01 0.00 0.01 5.
1 0230 51 0.00 0.00 0.00 0. • 1 1430 291 0.01 0.00 0.01 4.
1 0233 52 0.00 0.00 0.00 0. 1 1433 292 0.01 0.00 0.01 4.
1 0236 53 0.00 0.00 0.00 0. ' 1 1436 293 0.01 0.00 0.01 4.
1 0239 54 0.00 0.00 0.00 0. • 1 1439 294 0.01 0.00 0.01 4.
1 0242 55 0.00 0.00 0.00 0. 1 1442 295 0.01 0.00 0.01 4.
1 0245 56 0.00 0.00 0.00 0. ' 1 1445 296 0.01 0.00 0.01 4.
1 0248 51 0.00 0.00 0.00 0. • I 1449 293 0.01 0.00 0.01 4.
1 0251 58 0.00 0.00 0.00 0. I 1451 298 0.01 0.00 0.01 4.
1 0254 59 0.00 0.00 0.00 0. • 1 1454 299 0.01 0.00 0.01 4.
1 0253 60 0.00 0.00 0.00 0. • 1 1453 300 0.01 0.00 0.01 4.
1 0300 61 0.00 0.00 0.00 0. 1 1500 301 0.01 0.00 0.01 4.
1 0303 62 0.00 0.00 0.00 0. ' 1 1503 302 0.01 0.00 0.01 4.
1 0306 63 0.00 0.00 0.00 0. ' 1 1506 303 0.01 0.00 0.01 4.
1 0309 64 0.00 0.00 0.00 0. 1 1509 304 0.01 0.00 0.01 4.
1 0312 65 0.00 0.00 0.00 0. ' 1 1512 305 0.01 0.00 0.01 4.
1 0315 66 0.00 0.00 0.00 0. ' 1 1515 306 0.01 0.00 0.01 4.
I 0318 67 0.00 0.00 0.00 0. 1 1518 303 0.01 0.00 0.01 4.
1 0321 68 0.00 0.00 0.00 0. 1 1521 308 0.01 0.00 0.01 4.
1 0324 69 0.00 0.00 0.00 0. • 1 1524 309 0.01 0.00 0.01 3.
1 0327 30 0.00 0.00 0.00 0. • 1 1523 310 0.01 0.00 0.01 3.
1 0330 71 0.00 0.00 0.00 0. • 1 1530 311 0.01 0.00 0.01 3.
1 0333 72 0.00 0.00 0.00 0. • 1 1533 312 0.01 0.00 0.01 3.
1 0336 33 0.00 0.00 0.00 0. • 1 1536 313 0.01 0.00 0.01 3.
1 0339 34 0.00 0.00 0.00 0. 1 1539 314 0.01 0.00 0.01 3.
1 0342 75 0.00 0.00 0.00 0. • 1 1542 315 0.01 0.00 0.01 3.
I 0345 36 0.00 0.00 0.00 0. • 1 1545 316 0.01 0.00 0.01 3.
1 0348 A 0.00 0.00 0.00 0. 1 1548 317 0.01 0.00 0.01 3.
1 0351 3B 0.00 0.00 0.00 0. ' 1 1551 318 0.01 0.00 0.01 3.
1 0354 79 0.00 0.00 0.00 0. • 1 1554 319 0.01 0.00 0.01 3.
1 0353 80 0.00 0.00 0.00 0. 1 1553 320 0.01 0.00 0.01 3.
1 0400 81 0.00 0.00 0.00 0. ' 1 1600 321 0.01 0.00 0.01 3.
1 0403 82 0.00 0.00 0.00 0. ' 1 1603 322 0.01 0.00 0.01 3.
1 0406 83 0.00 0.00 0.00 0. 1 1606 323 0.01 0.00 0.01 3.
1 0409 B4 0.00 0.00 0.00 0. 1 1609 324 0.01 0.00 0.01 3.
1 0412 85 0.00 0.00 0.00 0. ' 1 1612 325 0.01 0.00 0.01 3.
1 0415 86 0.00 0.00 0.00 0. 1 1615 326 0.01 0.00 0.01 3.
1 0418 87 0.00 0.00 0.00 0. ' 1 1618 327 0.01 0.00 0.01 3.
1 0421 BB 0.00 0.00 0.00 0. 1 1621 328 0.01 0.00 0.01 2.
1 0424 89 0.00 0.00 0.00 0. 1 1624 329 0.01 0.00 0.01 2.
1 0427 90 0.00 0.00 0.00 0. ' 1 1623 330 0.01 0.00 0.01 2.
1 0430 91 0.00 0.00 0.00 0. 1 1630 331 0.01 0.00 0.01 2.
1 0433 92 0.00 0.00 0.00 0. • 1 1633 332 0.01 0.00 0.01 2.
1 0436 93 0.00 0.00 0.00 0. * 1 1636 333 0.01 0.00 0.01 2.
1 0439 94 0.00 0.00 0.00 0. 1 1639 334 0.01 0.00 0.00 2.
1 0442 95 0.00 0.00 0.00 0. 1 1642 335 0.01 0.00 0.00 2.
1 0445 96 0.00 0.00 0.00 0. • 1 1645 336 0.00 0.00 0.00 2.
1 0448 97 0.00 0.00 0.00 0. ' 1 164B 337 0.00 0.00 0.00 2.
1 0451 98 0.00 0.00 0.00 0. 1 1651 338 0.00 0.00 0.00 2.
1 0454 99 0.00 0.00 0.00 0. 1 1654 339 0.00 0.00 0.00 2.
1 0457 100 0.00 0.00 0.00 0. ' 1 1657 340 0.00 0.00 0.00 2.
1 0500 101 0.00 0.00 0.00 0. ' 1 1700 341 0.00 0.00 0.00 2.
1 0503 102 0.00 0.00 0.00 0. 1 1303 342 0.00 0.00 0.00 2.
1 0506 103 0.00 0.00 0.00 0. 1 1306 343 0.00 0.06 0.00 2.
1 0509 104 0.00 0.00 0.00 0. 1 1309 344 0.00 0.00 0.00 2.
1 0512 105 0.00 0.00 0.00 0. 1 1312 345 0.00 0.00 0.00 2.
1 0515 106 0.00 0.00 0.00 0. ' 1 1315 346 0.00 0.00 0.00 2.
1 0518 107 0.00 0.00 0.00 0. 1 1710 347 0.00 0.00 0.00 2.
1 0521 108 0.00 0.00 0.00 0. • 1 1721 348 0.00 0.00 0.00 2.
l 0524 109 0.00 0.00 0.00 0. • 1 1724 349 0.00 0.00 0.00 2.
1 0523 110 0.00 0.00 0.00 0. • 1 1727 350 0.00 0.00 0.00 2.
1 0530 111 0.00 0.00 0.00 0. 1 1730 351 0.00 0.00 0.00 2.
1 0533 112 0.00 0.00 0.00 0. 1 n33 352 0.00 0.00 0.00 2.
1 0536 113 0.00 0.00 0.00 0. 1 1736 353 0.00 0.00 0.00 2.
1 0539 114 0.00 0.00 0.00 0. • 1 1739 354 0.00 0.00 0.00 2.
1 0542 115 0.00 0A0 0.00 0. 1 1742 355 0.00 0.00 0.00 2.
1 0545 116 0.00 0.00 0.00 0. 1 1745 356 0.00 0.00 0.00 2.
1 0549 117 0.00 0.00 0.00 0. 1 1348 357 0.00 0.00 0.00 2.
1 0551 118 0.00 0.00 0.00 0. 1 1151 358 0.00 0.00 0.00 2.
1 0554 119 0.00 0.00 0.00 0. 1 1354 359 0.00 0.00 0.00 2.
1 0551 120 0.00 0.00 0.00 0. 1 1757 360 0.00 0.00 0.00 2.
1 0600 121 0.00 0.00 0.00 0. 1 1900 361 0.00 0.00 0.00 2.
1 0603 122 0.00 0.00 0.00 0. 1 1803 362 0.00 0.00 0.00 2.
1 0606 123 0.00 0.00 0.00 0. 1 1806 363 0.00 0.00 0.00 2.
1 0609 124 0.00 0.00 0.00 0. 1 1909 364 0.00 0.00 0.00 2.
1 0612 125 0.00 0.00 0.00 0. 1 1812 365 0.00 o.OB 0.00 2.
1 0615 126 0.00 0.00 0.00 0. 1 1815 366 0.00 0.00 0.00 2.
1 0618 127 0.00 0.00 0.00 0. i 1818 367 0.00 0.00 0.00 2.
1 0621 128 0.00 0.00 0.00 0. 1 1821 368 0.00 0.00 0.00 2.

2 Year- Improved Conditions 8
1 0624 129 0.01 0.00 1.01 1. • 1 1824 369 0.00 0.00 0.00 2.
1 0629 130 0.00 0.00 0.00 1. 1 182V 3]0 "0" 0.00 0"0 1.
1 0630 ]31 0.00 0.00 0.00 1. ' 1 MO 3R 0.o0' o.00 0.00 1.
1 0633 n2 000 000 0.00 1. • 1 1933 372 0.00 0.00 0.00 1.
1 0636 133. 0.00 0.00 0.00 1. ' 1 1010 173 0.00 0.00 0.00 1.
1 0639 134 0.00 0.00 0.00 1. • 1 1839 3]4 0.00 0.00 0.00 1.
1 0642 135 0.00 0.00 0.00 1. 1 1042 375 0.00 0.00 0.00 1.
1 0695 136 0.00 0.00 0.01 i. ` 1 1895 3]6 0.01 0.00 0.00 1.
1 061B 13"I 0.00 0.00 0.00 1. • 1 1848 3"I] 0.11 0.00 0.00 1.
I 0651 138 0.00 0.00 0.00 1. • 1 1851 378 0.00 0.00 0.00 1.
i 0654 139 0.00 0.00 0.00 1. ' 1 1854 379 0.00 1.00 0.00 1.
1 1657 141 0.00 0.00 0.00 1. • 1 1857 380 0.00 0.00 0.00 1.
1 070D 141 0.00 0.00 0.00 1. ' 1 1900 381 0.00 0.00 0.00 1.
1 0703 142 0.00 0.00 0.00 1. ' 1 1903 382 0.00 O.Do 0.00 1.
1 0706 143 O.OD 0.00 0.00 1. ` 1 1906 383 0.00 O.DO 0.00 1.
1 0709 144 0.00 0.00 0.00 1. • 1 1909 384 0.00 0.00 0.00 1.
I 0712 145 0.00 0.00 0.00 1. 1 1912 385 0.01 0.00 0.00 1.
1 0115 146 0.01 0.00 0.00 1. ' 1 1915 386 0.00 0.00 0.00 1.
1 0718 l47 0.0I 0.00 D.DO 1. • 1 191B 387 0.00 0.00 0.00 1.
1 0721 148 0.01 0.00 0.00 1. • 1 1921 388 0.00 0.00 0.00 1.
1 0724 149 0.01 0.00 0.00 1. ' 1 1921 319 0.11 1.10 0.01 1.
1 0]2] I50 0.01 0.00 0.00 1. 1 192] J90 0.01 0.00 0.00 1.
1 0730 151 0
.ol 0.00 0.00 1. 1 1930 391 0.00 0.00 0.00 1.
1 073J 152 0.01 0.00 0.00 1. • 1 1933 392 0.00 0.00 0.00 1.
I O)36 153 0.01 0.00 0.00 1. 1 1936 393 0.00 0.00 0.00 1.
1 0735 154 0.01 0.00 O.00 1. ` 1 1939 394 0.00 0.00 0.00 1.
1 0]12 155 0.01 0.00 O.Oo 1. 1 1942 395 0.11 0.00 0.00 1.
1 .5 156 O.Ol 0.0o 0.00 1. 1 1945 396 0.00 0.00 0.00 1.
1 0148 lA 1.01 0.00 0.00 1. ` 1 1949 397 0.00 e.0o 0.00 1,
1 O]51 158 0.01 0.00 0.00 1. • 1 1951 ]98 0.00 0.00 0.00 1.
1 0754 159 0.01 0.00 0.00 1. ' 1 1954 399 0.00 0.00 0.00 1.
1 0]5] 160 0.01 0.00 0.00 1. • 1 1957 400 0.00 0.00 0.00 1.
1 D000 161 0.01 0.00 O.OD 1. t 2000 901 D.00 0.00 0.00 1.
1 0803 162 0.01 0.00 0.00 1. 1 2003 402 0.00 0.00 0.00 1.
1 0806 163 0.01 0.00 0.00 1. 1 2006 403 0.00 0.00 0.00 1.
1 0009 164 O.DI D.00 0.00 1. • 1 2009 404 0.00 0.00 0.00 1.
1 0812 165 0.01 0.00 0.00 1. ' 1 2012 405 O.Oo o.00 0.00 1.
1 0815 166 0.01 0.00 0.00 1. 1 2015 406 0.00 0.00 0.00 1.
1 0818 16] 0.01 0.00 0.00 1. ' 1 2018 40] O.OD 0.00 0.00 1.
1 0821 169 0.01 0.00 0.00 1. t 2021 400 0.00 0.00 0.00 1.
1 D824 169 0.01 0.00 O.OD 1. 1 2024 409 O.Do 0.00 0.00 1.
1 OB 27 I10 0.01 1.00 0.00 1. • 1 2027 410 0.00 D.Oo 0.00 1.
1 0030 1]1 0.01 0.00 0.00 1. 1 2030 411 0.00 0.00 0.00 1.
1 0831 1)2 0.01 0.00 0.00 1. • 1 2033 412 0.00 0.00 0.00 1.
1 0836 1]3 0.01 0.00 0.00 1. • 1 2016 413 0.00 0.00 0.00 1.
1 0839 1]4 0.01 0.00 0.00 2. • 1 2039 414 0.00 0.00 0.01 1.
1 0842 1]5 0.01 0.00 0.00 2. 1 2042 415 0.01 0.00 O.OD 1.
1 0945 176 0.01 O.oO 0.00 2. • 1 2045 416 0.00 0.04 0.00 1.
1 0648 1]] O.D1 D.00 0.00 2. ` 1 2949 417 0.00 D.Oo 0.00 1.
1 0851 1J8 0.01 0.00 0.01 2. 1 2051 41B 0.00 0.00 0.00 1.
1 0859 I]9 0.01 O.DO 0.01 2. 1 2059 419 0.00 0.00 0.00 I.
1 085] I80 0.01 0.00 0.01 2. 1 2057 420 0.00 0.00 0.00 1.
1 0900 191 0.01 0.00 0.01 2. 1 2100 421 0.00 0.00 0.00 1.
1 0903 182 0.01 0.00 0.01 2. • 1 2103 422 D.00 0.00 0.00 1.
1 0906 IBJ 0.01 0.00 0.01 2. 1 2106 423 0.00 0.00 0.00 1.
1 0909 104 0.01 0.00 O.OI 2. 1 2I09 424 0.00 0.00 0.0o 1.
1 0912 185 0.01 0.00 0.01 2. • 1 2112 425 0.00 D.00 0.00 1.
1 0915 186 0.01 0.00 0.01 2. 1 2115 426 0.00 0.00 0.00 1.
1 0918 187 0.01 0.00 0.01 Z. 1 2118 92] 0.0
D 0.00 0.00 1.
1 0121 188 0.01 0.00 0.01 2. 1 2121 42B 0.00 0.00 0.00 1.
1 0924 109 0.01 0.00 0.o1 2. • t 2124 429 0.00 0.00 0.00 1.
1 0927 190 0.01 0.00 0.01 2. 1 2127 430 0.00 0.00 D.00 1.
1 0930 191 0.01 0.00 0.01 2. 1 2130 431 0.00 0.00 0.00 1.
1 0933 192 O.ol 0.00 0.OI 2. 1 2133 432 0.00 0.00 O.DO 1.
1 0936 193 0.01 0.00 0.01 2. 1 2136 433 O.OD 0.00 0.00 1.
1 0939 194 0.01 0.00 0.01 2. ' 1 2139 434 0.00 0.00 0.00 1.
1 0942 195 OA1 0.00 O.D1 3. ' 1 2142 435 O.DO 0.00 0.00 1.
1 0945 196 0.01 0.00 0.01 3. 1 2145 436 0.00 0.00 0.00 1.
1 0949 197 0.01 0.00 0.01 3. ' 1 2148 437 0.00 0.00 0.00 1.
1 0951 199 0.01 0.00 0.01 3. • 1 2151 438 0.00 0.00 0.00 1.
1 0954 199 0.01 0.00 0.01 3. 1 2154 439 0.00 0.00 0.00 1.
1 0953 ZOO 0.01 0.00 0.01 3. • 1 2157 440 0 AD 0.00 0.00 1.
1 1000 201 0.01 0.00 0.01 3. 1 2200 441 0.00 0.00 0.00 1.
1 1003 202 0.01 0.00 0.01 3. 1 2203 442 0.00 0.00 0.00 1.
1 1006 203 0.01 0.00 0.01 3. • 1 22 06 443 0.00 0.00 OAO I.
1 1009 204 0.01 0.00 0.01 3. 1 2209 444 0.00 0.00 0.00 1.
1 1012 205 0.01 0.00 0.01 3. 1 2212 445 OAD 0.00 0.00 1.
1 1015 206 0.01 0.00 0.01 3. t 2215 446 0.00 0.00 0.00 1.
1 1018 207 0.01 0.00 0.01 3. • 1 2218 447 0.00 0.00 0.00 1.
I 1021 209 0.01 0.00 0.01 3. 1 2221 448 0.00 0.00 D.00 1.
1 124 219 0.01 0.00 0.01 3. 1 2224 4459 0.00 0.00 0.00 1.
1 102] 210 0.01 0.o0 D.D1 3. 1 2227 95
0 0.00 0.00 0.00 1.
1 1030 211 0.01 0.00 0.01 4. 1 2230 451 0.00 0.00 0.00 1.
1 1033 212 o.Ul 0.00 O.DI 4. 1 2233 452 0.00 0.00 0.00 I.
1 1036 213 0.01 0.00 0.01 4. • 1 2236 453 O.Oo 0.00 0.00 1.
1 1039 214 0.01 0.00 0.01 4. 1 2239 454 0.00 0.00 OA0 1.
1 I042 215 0.01 O.DD D.01 4. 1 2242 455 0.00 0.00 DAD 1.
1 1045 216 0.02 0.00 0.01 4. 1 2245 456 0.00 O.DO 0.00 1.
1 1048 217 0.02 0.00 0.01 4. 1 2248 457 0.00 0.00 0.00 1.
1 1051 218 0.02 DAO 0.01 4. • 1 2251 459 0.00 0.00 0.00 1.
1 1054 219 0.02 0.00 0.01 4. 1 2254 459 0.00 0.00 0.00 1.
1 1057 220 0.02 0.00 0.01 4. 1 2257 460 0.00 0.00 0.00 1.
1 1100 221 0.02 0.00 0.01 5. 1 2300 461 0.00 0.00 OAD I.
1 1103 222 0.02 0.00 0.01 5. 2303 462 0.00 0.00 0.00 1.
1 I D6 223 D.02 0.00 0.0 1 5. 1 2304 463 0.00 0.00 0.00 1.

2 Year - Improved Conditions 9
1 1119 224 0.02 0.00 0.11 5. 1 2319 46a 1.00 0.00 0.Oa 1.
1 1112 225 0.02 0.IS 0.02 5. ' 1 23IS 465 8.00 S.Oa 0.00 1.
1 1115 226 0.02 0.01 0.02 5. • 1 2315 466 1.00 0.00 0.00 1.
1 1118 22T 8.02 0.00 0.a2 5. • 1 2318 46T 0.00 0.00 0.00 1.
1 1121 228 0.02 0.00 0.02 6. • 1 2321 468 0.00 a.00 0.00 1.
1 1124 229 0.02 0.00 0.02 6. • 1 2324 469 0.00 D.00 0.00 1.
1 1127 230 0.03 0.00 0.02 6. • 1 2327 430 0.00 0.00 0.00 1.
1 1130 231 0.03 a.00 a.02 6. ' 1 2330 471 0.00 0.00 0.00 1.
1 1133 232 0.04 0.01 0.03 3. ' 1 2333 472 0.00 0.00 0.00 1.
1 1136 233 0.04 0.01 0.03 3. • 1 2336 473 0.00 0.00 0.00 1.
1 1139 234 0.06 0.01 0.05 8. 1 2339 474 0.00 0.00 0.00 1.
1 1142 235 0.06 0.01 0.05 0. ' 1 2342 475 0.00 0.00 0.00 1.
1 1145 236 0.08 0.01 0.0T 9. 1 2345 476 0.00 0.00 0.00 1.
1 1148 237 0.08 0.01 0.07 10. 1 2348 477 0.00 0.00 0.00 1.
1 1151 238 0.10 0.01 0.09 12. • 1 2351 478 0.00 0.00 0.00 1.
1 1154 239 0.10 0.01 0.09 14. 1 2354 479 0.00 0.00 0.00 1.
1 1157 240 0.19 0.02 0.17 16. ' 1 2357 480 0.00 0.00 0.00 1.
......•.•««u..•.......u•....u..e.u....eu.......e.........••........................u....0«....e....v........e.e..«.«
TOTAL RAINFALL - 4.50, TOTAL LASS - 0.09, TOTAL EXCESS - 3.71
PEAK FLAW TIME MAXIMUM AVERAGE FLA.i
6-HR 24-HR 72-HR 23.95-HR
(CFS) (HR)
(CPS)
46. 12.40 10. 3. 3. 3.
(INCITES) 2.879 3.690 3.690 3.690
(AC-FT) S. 6. 6. 6.
CUMULATIVE AREA - 0.03 SQ MI
... ... ..e ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
..............
33 KK 200
•"" ' •*• ••IWroved Site Drainage
39 KO OUTPUT CONTROL VARIABLES
IPRNT 0 PRINT CONTROL
IPIAT 4 a PLAT CONTROL
DECAL 0. HYORCGRAPN PLOT SCALE
IPNCH 0 PUNCH COMPUTED IIYOROGRAPH
TOUT 22 SAVE HYDROCRAPH ON THIS UNIT
ISAV1 I FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
42 IN TI HE DATA FOR INPUT TIME SERIES
JXMIN 6 TIME INTERVAL IN MINUTES
JXOATE 1 0 STARTING DATE
JXTINE 0 STARTING TIME
SUBBASIN RUNOFF DATA
40 BA SUBBASIN CHARACTERISTICS
TAPER 0.03 SIIBBASIN AREA
PRECIPITATION DATA
41 PH STORM 4.50 BASIN TOTAL PRECIPITATION
43 PI INCREMENTAL PRECIPITATION PATTERN
D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
a.o0 0.00 0.00 0.00 0.00 0.00 D.a0 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.a0 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.0o D.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.a0 0.00 0.00 0.00 0.00 0.a0 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
a.00 a.00 0.00 0.00 a.00 0.00 0.00 0.00 0.00 a.Do
0.00 0.0n 0.00 0.00 0.00 0.00 0.00 0.00 0.00 O.DO
0.00 0.00 0.00 0.00 0.00 0.00 0.0o 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.DO 0.ao 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.0a 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.uo 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.0: 0.02 0.02 0.02 0.02 0.04 0.04

2 Year - Improved Conditions 10
0.04 0.04 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01
0.01 0.01 0.a1 0.01 a.00 O.o0 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 o.ao 0.00 0.00 0.0o a.00 o.ao
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.oa
0.00 0.00 0.00 0.00 o.oa a.0o 0.00 0.00 0.00 0.100
0.00 0.00 0.00 a.0o O.00 O.oa o.o0 0.00 0.00 0.00
0.00 0.00 0.00 0.1
1
0.01 0.00 0.00 0.00 0.01 0.00
0.00 0.00 0.00 0.0o 0.00 0.IS 0.11 0.a0 1.00 0.11
0.00 0.00 0.0o 0.00 0.00 0.00 0.00 0.00 0.00 0.00
a 00 a 00 0 00 0.00 0.Do Q.ao 0.00 0.00 0.00 a 00
aDo 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.a0
0..00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.n0 0.00 0.00 0.00 0.00 0 00 0.00 0.00 0.00
0.00 0.00 o.0a o.ao 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.10 0.00 0.00 0.00 0.00
E.So 0 So 0.00 0.00 0.00 0.00 0.00 o.oa 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.11 0.00
0.01 0.10 0.00 0.01 0.10 0.00 1.01 0.00 0.00 0.00
0.00 0.00 0.0o 0.00 0.Do O.00 0.00 a.ao 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.ao
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
68 M SEA DOSS RATE
STRTL 0.23 INITIAL ABSTRACTION
CRVNBR 98.00 CURVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
69 UD SOS DIMENSIONLESS UNITGRAPH
TUG 0.14 LAG
.ARMING •" TIME INTERVAL 15 GREATER THAN .29xIAG
UNIT HYOROGRAPH
16 ENO-OP-PERIOD ORDINATES
18. 63. 93. 86. 61. 35. 22. 13. B. 5.
3. 2. 1. 1. D. 0.
....u.......e....x...»......eu........x......... ....................... ....x..................................................
HYOROGRAPH AT STATION 200
.e.v......................................................................x....x.................................................
.
DA MON HRMN ORD RAIN WAS EXCESS COMP Q DA ON HRM ORD RAIN DOSS EXCESS COMP Q
1 0000 1 0.00 0.00 0.00 0. 1 1200 241 0.19 0.03 0.16 33.
1 0003 2 0.00 0.00 0.00 0. ' 1 1203 242 0.19 0.03 0.16 42.
1 0006 3 0.00 0.00 0.00 0. 1 1206 243 0.19 0.03 0.16 50.
1 D009 4 0.00 0.00 0.00 0. • 1 1209 244 0.10 0.01 0.09 55.
1 0012 5 0.00 0.00 0.00 0. 1 1212 245 0.10 0.01 0.09 54.
1 0015 6 0.00 0.00 0.00 0. 1 1215 246 0.08 0.01 0.07 49.
1 0018 l 0.00 0.00 0.00 0. ' 1 1218 247 0.08 0.01 0.07 43.
1 0021 0 0.00 0.00 0.00 0. 1 1221 248 0.06 0.01 0.05 37.
1 0024 9 0.00 0.00 0.00 0. 1 1224 249 0.06 0.01 0.05 32.
1 0027 10 0.00 0.00 0.00 0. 1 1220 250 0.04 0.00 0.01 28.
1 0030 11 0.00 0.00 0.00 0. 1 1230 251 0.04 0.00 0.03 24.
1 0033 12 0.00 0.00 0.00 0. ` 1 1233 252 0.03 0.00 0.02 20.
1 0036 13 0.00 0.00 0.00 0. i 1236 253 0.03 0.00 0.02 13.
1 0039 14 0.00 0.00 0.00 0. 1 1239 254 0.02 0.00 Y.02 14.
1 0042 15 0.00 0.00 0.OD 0. 1 1242 255 0.02 0.00 0.02 12.
1 0045 16 0.00 0.00 0.00 0. 1 1245 256 0.02 0.00 0.02 11.
I 004E 17 0.00 0.00 0.00 0. 1 1248 25 0.02 0.00 0.02 10.
1 0051 IS 0.00 0.00 0.00 0. 1 1251 258 0.02 O.OD O.D2 9.
1 0054 19 0.00 0.00 0.00 0. 1 1204 259 0.02 0.00 0.02 9.
1 0057 20 0.00 0.00 0.00 0. ' 1 125 260 0.02 0.00 0.02 E.
1 0100 21 0.00 0.00 0.00 0. 1 1300 261 0.02 0.00 0.02 B.
1 0103 22 0.00 0.00 0.00 0. 1 1303 262 0.02 0.00 0.01 T.
1 0106 23 0.00 0.00 0.00 0. 1 1306 263 0.02 0.00 0.01 7.
1 0109 24 0.00 0.00 0.00 0. 1 1309 264 0.02 0.00 0.01 ).
1 0112 25 0.00 a.D0 0.00 0. 1 1312 265 0.02 0.00 0.01 6.
1 0115 26 0.00 0.00 0.00 0. 1 1315 266 0.02 D.00 0.01 6.
1 OUR 27 0.00 0.00 0.00 0. 1 1310 267 0.02 0.00 0.01 6.
1 0121 30 0.00 0.00 0.00 0. 1 1321 269 0.01 0.00 0.01 6.
1 0124 29 0.00 0.00 0.00 0. 1 1324 269 D.01 0.00 0.01 6.
1 O127 30 0.00 0.00 0.00 0. 1 1321 270 0.01 0.00 0.01 6.
1 0130 31 0.00 0.00 0.00 0. 1 1330 271 0.01 0.00 0.01 6.
1 0133 32 0.00 0.00 0.00 0. 1 1333 272 0.01 0.00 0.01 S.
1 0136 33 0.00 0.00 O.DO 0. 1 1336 273 0.01 0.00 0.01 5.
1 0139 34 0.00 0.00 0.00 0. 1 1339 224 0.01 0.00 0.01 b.
1 0142 35 0.00 0.00 0.00 0. 1 1342 275 0.01 0.00 0.01 5.
1 0145 36 0.00 0.90 0.00 0. 1 1345 296 0.01 0.00 0.01 5.
1 0149 37 0.00 0.00 0.00 0. 1 1348 293 0.01 0.00 0.01 5.
1 0151 30 0.00 0.00 0.00 0. 1 1351 278 0.01 0.00 0.01 5.
1 0154 39 0.00 0.00 O.DO 0. 1 1354 2'l9 0.01 0.00 0.01 5.
1 0151 40 0.00 0.00 0.00 0. 1 1353 280 0.01 0.00 0.01 5.
1 0200 41 0.00 0.00 0.00 0. 1 140a 381 a.01 O.Oa D.OI 5.
1 0203 42 0.00 0.00 0.00 0. 1 1403 2R2 0.01 0.00 0.01 4.
1 0206 43 0.00 0.00 0.00 0. 1 1406 293 0.01 0.00 0.01 4.
1 0209 44 a.00 0.00 0.a0 0. 1 1409 284 0.01 0.00 0.01 4.
1 0212 15 O.Oo 0.00 0.00 0. 1 1412 285 0.01 0.00 0.01 4.

2 Year- Improved Conditions 11
1 0215 16 0.01 0.00 0.00 0. • 1 1115 206 0.01 0.00 0.01 1.
1 0218 43 0.00 a.0o 0.00 0. • 1 1418 20] 1.01 O.00 0.01 9.
1 0221 48 0.00 0.00 0.00 0. • 1 1421 288 aAl 0.00 O.OI 4.
1 0224 49 0.00 0.00 0.00 0. • 1 1424 289 0.01 0.00 0.01 4.
1 0227 50 0.00 0.00 0.00 0. • 1 1423 290 0.01 0.00 0.01 4.
1 0211 51 0.01 0.00 0.00 0. • 1 100 211 0.01 0.00 1.01 1.
1 1233 52 0.00 0.00 0.00 0. 3 11]] 292 0.01 0.00 0.o1 1.
1 0236 53 0.00 0.01 0.00 0. 1 1436 293 0.01 0.00 O.OI 4.
1 0239 54 a.00 0.00 0.00 0. 1 1439 294 0.01 0.00 0.01 4.
1 0242 55 0.00 0.00 0.00 0. • 1 1442 295 0.01 0.00 0.01 4.
1 0245 56 a.a0 0.00 0.10 a. • I U15 296 0.01 0.00 0.f11 4.
1 0240 57 0.00 a 00 0.00 0. 1 1148 39] 0.01 0.00 0.01 4.
1 0251 58 0.00 0.00 0.00 0. ' 1 1451 298 0.01 0.00 O.OI 4.
1 0254 59 0.00 0.00 0.00 0. • 1 1454 299 0.01 0.00 0.01 3.
1 0257 60 0.00 0.00 0.00 0. 1 1457 300 0.01 0.00 0.01 3.
1 0300 61 0.00 0.00 0.00 0. 1 1500 301 0.01 0.00 0.01 3.
1 0103 62 0.00 0.00 0.00 0. • 1 1503 302 0.01 0.00 0.01 3.
1 0306 63 0.00 0.00 0.00 0. 1 1506 303 0.01 0.00 0.01 3.
1 0309 64 0.00 0.00 0.00 0. • 1 1509 304 0.01 0.00 0.01 3.
1 0312 65 0.00 0.00 0.00 0. • 1 1512 305 0.01 0.00 0.01 3.
1 0315 66 0.00 0.00 OAO 0. • 1 1515 306 0.01 0.00 0.01 3.
1 0318 67 0.00 0.00 0.00 0. • 1 1519 307 0.01 0.00 0.01 3.
1 0321 68 0.00 0.00 0.00 0. • 1 1521 308 0.01 0.00 0.01 3.
1 0324 69 0.00 0.00 0.00 0. • 1 1524 309 0.01 0.00 0.01 3.
1 0327 70 0.00 0.00 0.00 0. 1 1527 310 0.01 0.00 0.01 3.
1 0330 71 0.00 0.00 0.00 0. • 1 1530 311 0.01 0.00 0.01 3.
1 0333 72 0.00 0.00 0.00 0. • 1 1533 312 0.01 0.00 0.01 3.
1 0336 13 0.00 0.00 0.00 0. 1 1536 313 0.01 0.00 0.01 3.
1 0339 74 0.00 0.00 0.00 0. ' 1 1539 314 0.01 0.00 0.01 3.
1 0342 75 0.00 0.00 0.00 0. 1 1542 315 0.01 0.00 0.01 3.
1 0345 76 0.00 0.00 0.00 0. 1 1545 316 0.01 0.00 0.01 3.
1 0348 . ]] 0.00 0.00 0.00 0. ' 1 1546 311 0.01 0.00 0.01 3.
1 0351 78 0.00 0.00 0.00 0. 1 1551 318 0.01 0.00 0.01 3.
1 0354 79 0.00 0.00 0.00 0. • 1 1554 319 0.01 0.00 0.01 3.
1 0353 80 0.00 0.00 0.00 0. • 1 1557 320 0.01 0.00 0.01 2.
1 0400 81 0.00 0.00 0.00 0. 1 1600 321 0.03 0.00 0.01 2.
1 0403 82 0.00 0.00 0.00 0. ' 1 1603 322 0.01 0.00 0.01 2.
1 0406 83 0.00 0.00 0.00 0. 1 1606 323 0.01 0.00 0.01 2.
1 0409 84 0.00 0.00 0.00 0. 1 1609 324 0.01 0.00 0.01 2.
1 0412 05 0.00 0.00 0.00 0. 1 1612 325 0.01 0.00 0.01 2.
1 0415 06 0.00 0.00 0.00 0. 1 1615 326 0.01 0.00 0.01 2.
1 0418 87 0.00 0.00 0.00 0. • 1 1619 327 0.01 0.00 0.01 2.
1 0421 88 0.00 0.00 0.00 0. 1 1621 328 0.01 0.00 0.01 2.
1 0424 89 0.00 0.00 0.00 0. 1 1624 329 0.01 O.00 0.01 2.
1 0427 90 0.00 0.00 0.00, 0. 1 1627 330 0.01 0.00 0.00 2.
1 0430 91 0.00 0.00 0.00 0. 1 1630 351 0.01 0.00 0.00 2.
I 0433 92 0.00 0.00 0.00 0. • 1 1633 332 0.01 0.00 0.00 2.
1 0436 93 0.00 0.00 0.00 0. 1 1636 333 0.01 0.00 0.00 2.
1 0439 94 0.00 0.90 0.00 0. • 1 1639 334 0.01 0.00 0.00 2.
1 0442 95 0.00 0.00 0.00 0. • 1 1642 335 0.01 0.00 0.00 2.
1 0445 96 0.00 0.00 0.00 0. 1 1645 336 0.00 0.00 0.00 2.
1 0448 97 0.00 0.00 0.00 0. 1 1648 337 0.00 0.00 0.00 2.
1 0451 98 0.00 0.00 0.00 0. • 1 1651 338 0.00 0.00 0.00 2.
1 0454 99 0.00 0.00 0.00 0. I 1654 339 0.00 0.00 0.00 2.
1 0457 100 0.00 0.00 0.00 0. 1 1657 340 0.00 0.00 0.00 2.
1 0500 101 0.00 0.00 0.00 0. 1 1700 341 0.00 0.00 0.00 2.
1 0503 102 0.00 0.00 0.00 0. 1 1703 342 0.00 0.00 0.00 2.
1 0506 103 0.00 0.00 0.00 0. " 1 1706 343 0.00 0.00 0.00 2.
1 0509 104 0.00 0.00 0.00 0. I 1109 344 0.00 0.00 0.00 2.
1 0512 105 0.00 0.00 0.00 0. 1 1312 345 0.00 0.00 0.00 2.
1 0515 106 0.00 0.00 0.00 0. 1 1715 346 0.00 0.00 0.00 2.
1 0518 107 0.00 0.00 0.00 0. 1 1718 347 0.00 0.00 0.00 2.
1 0521 108 0.00 0.00 DAD 0. 1 1721 348 0.00 0.00 0.00 2.
1 0524 109 0.00 0.00 0.00 0. 1 1324 349 0.00 0.00 0.00 2.
1 0527 110 0.00 0.00 0.00 0. 1 1]2] 350 0.00 0.00 0.00 2.
1 0530 ill 0.00 0.00 0.00 0. 1 1730 351 0.00 0.00 0.00 2.
1 0533 112 0.00 0.00 0.00 0. 1 1733 352 0.00 0.00 0.00 2.
1 0536 113 0.00 0.00 0.00 0. 1 1736 353 0.00 0.00 0.00 2.
1 0539 114 0.00 0.00 0.00 0. 1 1139 354 0.00 0.00 0.00 2.
1 0542 115 0.00 0.00 0.00 0. 1 1742 355 0.00 0.00 0.00 2.
1 0545 116 0.00 0.00 0.00 0. " 1 1745 356 0.00 0.00 0.00 2.
1 0546 113 0.00 0.00 0.00 0. 1 1348 357 0.00 0.00 0.00 2.
1 0551 118 0.00 0.00 OAO 0. " 1 1751 359 0.00 0.00 0.00 2.
1 0554 119 0.00 0.00 0.00 0. ' 1 1754 359 0.00 0.00 0.00 2.
1 0553 120 0.00 0.00 0.00 0. 1 1751 360 0.00 9.00 0.00 1.
1 0600 121 0.00 0.00 0.00 0. 1 1900 361 0.00 0.00 0.00 1.
1 0603 122 0.00 0.00 0.00 0. " 1 1903 362 0.00 0.00 0.00 1.
1 - 0606 123 0.00 0.00 0.00 0. 1 1806 363 0.00 0.00 0.00 1.
1 0609 124 0.00 0.00 0.00 0. 1 1609 364 0.00 0.00 0.00 1.
1 0612 125 0.00 0.00 0.00 0. 1 1812 365 0.00 0.00 0.00 1.
1 0615 126 0.00 0.00 0.00 0. 1 1815 366 0.00 0.00 0.00 1.
1 0618 137 0.00 0.00 0.00 a. 1 1818 367 0.00 0.00 0A0 1.
1 0621 129 0.00 0.00 0.00 0. 1 1821 366 0.00 3.00 0.00 1.
1 0624 129 0.00 0.00 0.0a 0. 1 1824 369 0.00 0.01 0.00 1.
1 0623 130 0.00 0.00 0.00 0. 1 1827 310 0.00 0.00 0.00 1.
1 0630 131 0.00 0.00 0.00 0. 1 1830 311 0.00 0.00 OA0 1.
1 0633 132 0.00 0.00 0.00 0. 1 1833 392' 0.00 0.00 0.00 1.
1 0636 133 0.00 0.00 OAO 0. 1 1836 373 0.00 1.00 0.00 1.
1 0639 134 0.00 0.00 0.00 0. 1 1839 374 0.00 a.00 0.00 1.
1 0642 135 0.00 0.00 o.an 0. 1 1842 335 0.00 0.00 0.00 1.
1 0645 136 0.00 0.00 0.00 0. 1 1845 334 0.00 1.00 0.00 1.
1 0648 137 0.00 0.00 0.00 0. 1 1848 377 0.00 0.00 0.00 1.
1 0651 138 OAO 0.00 0.00 0. 1 1851 308 0.00 3.00 0.00 1.
1 0654 139 0.00 0.00 0.00 0. 1 1854 379 0.00 0.00 0.00 1.
1 065] 110 0.00 0.00 0.00 0. 1 1651 380 0.00 i.00 0.00 1.

2 Year- Improved Conditions 12
1 0700 141 0.00 0.00 0.00 0. 1 1910 381 0.00 0.00 0.00 1.
1 090J l92 0.00 0.00 0.00 0. • 1 190I 3B2 00 0.00 0.00 1.
1 0306 143 0.00 0,00 0,00 0. ` 1 1906 303 0,0.00 0.00 0.00 1.
1 0309 144 0.00 0,00 0,00 0. • 1 1909 381 0,01 1.00 0,01 1.
3 0712 145 0.00 0.00 0.00 0. • 1 1912 385 0.00 0.00 0.00 1.
1 0715 146 0.01 0.00 0.00 0. ' 1 1915 386 0,00 0,00 0.00 1.
1 0311 11t 1.01 0.00 0,00 0. ` 1 1910 383 0.00 0.00 0.00 1.
1 0321 I4B 0.01 0.00 0.00 0. • 1 1921 JBB 0.00 0.00 0.00 1.
1 0324 149 0'01 0,00 0.00 0, • 1 1921 JB9 0.00 0.00 0.00 I.
1 0323 150 0,01 0.00 0,00 0. 1 1927 390 0,00 0,00 0.00 1.
1 0730 151 0.01 0.0G 0,00 0, ' 1 1930 391 0,00 OAO 0.00 1.
] 07 3 152 0.01 0.00 0.00 0, ' 1 1933 392 0.00 0.00 0.00 1.
1 0336 153 0.01 0.00 0.00 0. ' 1 1936 393 0.00 0.00 0.00 1.
1 0339 154 0.01 1.10 1.10 0. • 1 1939 394 0.00 0.00 0.00 1.
1 0342 155 0,01 0,00 0.00 0. • 1 1942 395 0.00 0.00 0.00 1.
1 0345 I56 0.11 0.00 0.00 1. 1 1945 396 0.00 0.00 MO 1.
1 0348 153 0.01 0,00 0.00 1. 1 1948 397 0.00 0.00 0.00 I,
1 0751 158 0.01 0.00 0.00 1. 1 1951 39B 0.00 0,00 0.00 1.
1 0354 159 0.01 OAD 0.00 1. 1 1954 399 0.. O.00 0.. 1.
1 0353 160 0.01 0.00 0.00 1. 1 1953 400 0.00 0.00 0,00 1,
1 0800 161 0.01 0.00 0.00 1. • I 2000 111 0.00 0,00 0.00 1.
1 OB 03 112 0.01 0.00 MO 1. ` 1 2003 102 0.00 0.00 OAO 1.
1 0806 163 0.01 0.00 0.00 1. ' 1 2006 403 0.00 0.00 0.00 1.
1 0809 164 0.01 0.00 0.00 1. • 1 2009 404 0.00 0.00 0.00 1.
1 0012 165 0.01 0.00 0.00 1. 1 2012 405 0.00 0.00 0.00 1.
1 0815 .6 0.01 0.00 0.00 1. 1 2015 406 0.00 0.00 0.00 1.
1 0918 167 0.01 0.00 0.00 1. • 1 2018 403 0.00 0.00 0.00 1.
1 1821 168 0.01 0.00 0.00 1. ' 1 2021 400 0.00 0.00 0.00 1.
1 0824 169 0.U1 0.00 0.0
0 1. 1 2024 409 0.00 0.00 0.00 1.
1 0827 170 0.01 0.00 0.00 1. 1 2023 410 0.00 0.00 0.00 1.
1 0030 131 0.01 0.00 O.00 1. ' 1 2010 911 0.00 0.00 0.00 1.
1 Oe3J 172 0.01 0.00 0.00 1. 1 2033 112 0.00 0.00 0.00 1.
1 0836 133 0.01 0.DO 0.00 1. 1 2036 413 0.00 0.00 0.00 1.
1 0839 134 0.01 0.00 DAD 1. ' 1 2039 414 0.00 0.00 GAD 1.
1 0842 135 0.01 0.00 0.00 1. ' 1 2042 415 0,01 0.00 0.01 1.
1 0845 136 0.01 0.00 0.00 1. ` 1 2045 416 0.00 0.00 0.00 1.
1 0898 137 0.01 O.DO 0.00 1. • 1 2048 413 0.00 0.00 0.00 1.
1 0851 170 0.01 0.01 0.00 1. 1 2051 418 0.00 0.00 0.00 1.
1 0854 139 0.01 0.01 0.00 1. 1 2054 419 0.00 0.00 0.00 1.
1 0853 180 0.01 0.01 0.00 1. • 1 2057 420 OAD D.00 0.00 1.
1 0900 181 0.01 0,01 0.00 1. ' 1 2100 421 0.00 0.00 0.00 1.
1 0903 182 0.01 0.01 0.00 1. 1 2103 422 0.00 0.00 0.00 1.
1 0906 183 OA1 0.01 0.00 1. 1 2106 423 0.00 0.00 0.00 1.
1 0909 184 0.01 0.01 0.00 1. 1 2109 424 0.00 0.00 0.00 1.
1 0912 165 0.01 0.01 0.10 1. 1 2112 425 0.00 0.00 0.00 1.
1 0915 186 0.01 0.01 D.00 1. ' 1 2115 426 0.00 0.00 0.00 1.
1 0918 183 0.01 0,01 0.00 1. 1 2118 423 0.00 0.00 0.00 1.
1 0921 186 0.01 0.01 0.00 1. 1 2121 428 0,00 0,00 0,00 1.
1 0924 189 0.01 0,01 0.00 2. 1 2124 429 0.00 0.00 0.00 1.
1 0923 191 1.01 0.01 0.00 2. ' 1 2127 430 0.00 0.00 OAD 1.
1 0930 191 0.01 0.01 0.00 2. • 1 2130 431 0.00 0.00 0.00 1.
1 0933 192 0.01 0.01 0.00 2. I 2133 432 0.00 0.00 0.00 1.
1 0936 193 0.0] 0,01 0.01 2. ` 1 2136 433 0.00 0.00 0.00 1,
1 0939 194 0.01 0.01 0.00 2. 1 2139 434 0.00 0.00 0.0 0
1.
1 D912 195 0.01 0.01 0.00 2. t 2142 435 0.00 0.0D 0.00 1.
1 0995 196 0.01 0.01 0.00 2. 1 2195 436 0.00 0.00 0.OD 1.
1 0948 197 0.01 0.01 0.00 2. 1 2148 433 0.00 0.00 0.00 1.
1 0951 198 0.01 0.01 0.01 2. 1 2151 938 O.OD 0.00 0.00 1.
1 0954 199 0.01 0.01 O.DI 2. 1 2154 939 0,00 0.00 0.00 1.
1 0953 200 0.01 0.01 0.01 2. 1 2153 440 0.00 0.00 0.00 3.
I IODO 2D1 0.01 0.01 0.01 2. 1 2200 441 0.00 0.00 0.00 1.
1 1003 202 0.01 0.01 0.01 2. 1 2203 442 0.00 0.00 0.00 1.
1 1006 203 0.01 0.01 0.01 2. 1 2206 443 0.00 0.00 0.00 1.
1 1009 204 0.01 0.01 0.01 2. 1 2209 444 0.00 0.00 0.00 1.
1 1012 205 0.01 0.01 0.01 2. 1 2212 445 0.00 0.00 0.00 1.
1 1015 206 0.01 0.01 0.01 2. 1 2215 446 0.00 0.00 0.00 . 1.
1 1018 207 O.D1 0.01 0.01 3. ' 1 2218 447 0.00 0.00 0.00 1.
1 1021 209 0.01 0.01 0.01 3. 1 2221 449 OAD D.DO 0.00 1.
1 1024 209 0.01 0.01 0.01 3. 1 2224 449 0.00 0.00 0.00 1.
1 1023 230 0.01 0.01 0.01 3. 1 2223 150 0.00 0.00 0.00 1.
1 1030 211 0.G1 0.01 0.01 3. I 2230 451 0.00 O.OD 0.00 1.
1 1033 212 0.01 0.01 0.01 3. 1 2233 452 0.00 0.00 0.00 1.
1 1036 213 0.01 0.01 0.01 3. ' 1 2236 453 0.00 0.00 0.00 1.
1 1039 214 0.01 D.01 0.01 3. 1 2239 454 GAD 0.00 0.00 1.
1 1042 215 0.01 0.01 0.01 3. 1 2242 455 0.00 0.00 0.00 1.
1 1045 216 0.02 0.01 0.01 3. • 1 2245 456 0.00 0.00 0.00 1.
1 1018 213 0.D2 0.01 0.01 3. 1 2249 457 0.00 0.00 0.00 1.
1 1051 210 0.02 0.01 0.01 4. 1 2251 458 0.00 0.00 0.00 1.
1 1054 219 0.02 0.01 0.01 4. 1 2254 459 0.00 0.00 0.00 1.
1 1057 220 OA2 D.01 0.01 4. 1 2253 460 0.00 0.00 O.Do 1.
1 1100 221 0.02 OA3 0.01 4. 1 2300 461 0.00 0.00 0.00 1.
1 1103 222 0.02 0.01 0.01 4. • 1 2303 462 0.00 0.00 0.00 1.
1 1106 223 0.02 O.DI 0.01 4. 1 2306 463 0.00 0.00 0.00 1.
1 1109 224 0.02 0.01 0.01 4. 1 2309 464 0.00 D.00 0.00 1.
1 1112 225 0.02 0.01 0.01 4. 1 2312 465 0.00 0.00 0.00 1.
1 1115 226 D.03 0.01 O.DI 5. 1 2315 466 0.00 0.00 O.OD I.
1 1118 223 0.02 0.01 0.01 5. 1 2310 463 0.00 0.00 0.00 I.
1 1121 228 0.02 0.01 0.02 5. 1 2321 460 0.00 0.00 0.00 1.
1 1124 229 0.02 0.01 0.02 L. 1 2324 469 O.DO OAD O.DO 1.
1 1121 230 0.03 OA1 OA2 6. 1 2323 470 0.00 0.00 0.00 1.
1 1130 231 0.03 0.01 0.02 6. 1 2330 171 0.00 GAO 0.00 1.
1 1133� 232 0.04 0.01 0.D3 1. 1 2333 472 0.00 0.00 0.00 1.
1 1136 213 0.04 0.01 0.03 3. 1 2336 433 0.00 0.00 OAD I.
1 1139 214 0.06 0.02 0.04 9, • 1 2339 479 0.00 0.00 0.00 1.
1 1112 215 1,11 1A2 1,01 11, 1 1112 115 1,11 1,01 1,11 1,

2 Year - Improved Conditions 13
1 1145 236 1.08 1.02 0.06 13. ' 1 234s 4T6 0.00 0.00 0.00 1.
1 1148 23l 0.08 C.02 0.0E 15. ' 1 2349 1 1 0.(0 C.10 0.00 1.
1 1151 23a 0.To 0.02 0.03 19. 1 2351 478 0.00 000 000 1.
1 1154 239 0.10 0.02 0.08 21. 1 2354 479 0.00 0.00 0.00 1.
1 1157 240 0.19 0.04 0.15 26. • 1 2357 480 0.00 0.00 0.00 1.
..................... .............................................................................................................
TOTAL RAINFALL 4.50• TOTAL LOSS 1.30, TOTAL EXCESS - 3.20
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 23.95-HR
(CFS) (HR)
(CFS)
55. 12.15 9. 3. 3. 3.
(INCHES) 2.546 3.189 3.189 3.199
(AC-FT) 4. 5. 5. 5.
CUMULATIVE AREA - 0.03 50 MI
70 KK
72 EO OUTPUT CONTROL VARIABLES
IPRNT 0 PRINT CONTROL
IP LOT 0 PLOT CONTROL
DECAL 0. HYDROGRAPH PLOT SCALE
IPNCH 0 PUNCH COMPUTED NYDRUCRAPH
TOUT 22 SAVE HYOROGRAPH ON THIS UNIT
ISAVI 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIHINT 0.050 TIME INTERVAL 1N HOURS
73 HC EYDROCRAPH COMBINATION
ICOMP 2 NUMBER OF HYDROGRAPHS TO COMBINE
..............u....................0..............................................................................................
HYDROERAPH AT STATION junCi
SUM OF 2 HYOROGRAPHS
.................... ..............................................................................................................
DA MON HRNM ORD FWW DA MON HRKN ORD FI,OW ' CA MON II MIN ORD FLOW DA MON HRKA ORD FLOW
1 0000 1 0. 1 0600 121 0. 1 1200 241 52. 1 1800 361 3.
1 0003 2 0. l 0603 122 1. 1 1203 242 65. 1 1803 362 3.
1 0006 3 0. 1 0606 123 1. 1 1206 243 78. 1 1806 363 3.
1 0009 4 0. 1 0609 124 1. 1 1209 244 87. 1 1909 364 3.
1 0012 5 0. 1 0612 125 1. 1 1212 245 91. ' 1 1812 365 3.
1 0015 6 0. 1 0615 126 1. 1 1215 246 90. 1 1815 366 3.
1 cola 3 0. 1 0619 127 1. 1 1218 247 87. 1 1818 367 3:
1 0021 8 0. 1 0621 128 1. 1 1221 248 83. 1 1821 .368 3.
1 0024 9 0. 1 0624 129 I. 1 1224 249 78. 1 1824 369 3.
1 0027 10 0. 1 0627 130 1. 1 1227 250 73. 1 1827 330 3.
I 0030 11 0. 1 0630 131 1. 1 1230 251 66. 1 1830 371 0.
1 0033 12 0. 1 0633 132 1. 1 1233 252 60. 1 1033 372 3.
1 0036 13 0. ' 1 063E 133 1. 1 1236 253 53. 1 1836 373 3.
1 9039 14 0. 1 0639 134 1. 1 1239 254 47. 1 1839 374 3.
1 0042 15 0. 1 0642 135 1. 1 1242 255 42. 1 1842 375 3.
1 0045 16 0. • 1 0645 136 1. 1 1245 256 37. 1 1845 376 3.
1 0048 13 0. ' 1 0646 137 1. 1 1240 257 33. 1 1846 333 3.
1 0051 18 0. 1 0651 138 1. 1 1251 256 30. 1 1851 338 3.
1 0054 19 0. 1 0654 139 I. 1 1254 259 27. 1 1954 379 3.
1 0057 20 0. ` 1 0657 140 1. 1 1257 260 25. 1 1957 380 3.
1 0100 21 0. 1 0700 141 1. 1 1300 261 23. 1 1900 381 3.
1 0103 22 0. • 1 0703 142 1. 1 1303 262 21. 1 1903 392 3.
1 0106 23 0. 1 0706 143 I. 1 1306 263 19. 1 1906 383 3.
1 0109 24 0. 1 0709 144 1. 1 1309 264 18. 1 1909 384 3.
1 0112 25 0. 1 0712 145 1. 1 1312 265 17. 1 1912 3B5 3.
1 0115 26 0. x 1 E115 146 1. 1 1315 266 1'. I 1915 3B6 3.
1 0118 21 0. 1 0718 141 1. 1 1318 267 15. 1 1918 387 3.
1 0121 28 0. 1 0721 148 1. 1 1321 268 15. 1 1921 380 3.
1 0124 29 0. 1 0724 149 1. 1 1324 209 14. 1 1924 389 3.
1 0123 30 0. 1 0327 150 1. 1 1327, 270 13. 1 1927 390 3.
1 0130 31 0. 1 0130 151 1. 1 1330 271 13. 1 1930 391 3.
1 0133 32 0. 1 0733 252 1. 1 1113 272 l3. 1 1933 392 ].
1 0136 33 O. 1 0736 153 I. 1 1336 233 12. 1 1936 303 3.
1 0139 34 0. 1 0739 154 1. 1 1339 274 12. - 1 1939 394 2.
1 0142 35 G. 1 0142 155 1. 1 1342 275 12. 1 1942 395 2.
1 0145 36 0. 1 0745 156 2. 1 1345 276 11. 1 1945 396 2.
1 0148 37 0. 1 0748 157 1. 1 1349 217 11. 1 1948 397 2.

2 Year - Improved Conditions 14
3 0151 38 0. ` 1 0]51 158 2. 1 1351 278 11. 1 1951 398 2.
1 0159 39 0. • 1 0]54 159 2. ` 1 1354 2]9 10. • t 1954 399 2.
1 0157 40 0. ` 1 0]5] 160 2. ` 1 1357 280 10. • 1 1957 400 2.
1 0200 41 0. • 1 0000 161 2. • 1 1400 281 10. 1 2000 401 2.
1 0203 42 0. • 1 0803 162 2. • 1 1403 282 10. 1 2003 402 2.
1 0206 43 0. • 1 0806 163 2. • 1 1406 283 10. 1 2006 403 2.
1 0209 44 0. • 1 0809 164 2. • 1 1409 284 9. 1 2009 404 2.
1 0212 45 0. • 1 0812 165 2. • 1 1412 285 9. 1 2012 405 2.
1 0215 46 0. • 1 0815 166 2. 1 1415 286 9. 1 2015 406 2.
1 0210 47 0. • 1 0818 167 2. • 1 1418 287 9. 1 2018 407 2.
I 0221 48 0. 1 0821 168 2. • 1 1421 208 9. 1 2021 408 2.
1 0224 49 0. • 1 0824 169 2. 1 1424 289 9. 1 2024 409 2.
1 0227 50 0. ` 1 0827 170 2. ' 1 1427 290 8. • 1 2027 410 2.
1 0230 51 0. 1 0830 171 2. ` 1 1430 291 8. 1 2030 411 2.
1 0233 52 0. • 1 0833 172 2. 1 1433 292 8. ' I 2033 412 2.
1 0236 53 0. • 1 0836 173 2. 1 1436 293 0. • I 2036 413 2.
1 0239 54 0. • 1 0839 174 2. 1 1439 294 8. I 2039 414 2.
1 0242 55 0. • 1 0842 175 3. • 1 1442 295 e. 1 2042 415 2.
1 0246 56 0. • 1 0845 176 3. • 1 1445 296 8. 1 2045 416 2.
L 0248 57 0. 1 0849 1]] 3. • 1 1448 297 8. 1 2048 417 2.
1 0251 58 0. • 1 0851 170 3.' • 1 1451 298 B. 1 2051 418 2.
1 0254 59 0. • 1 0854 179 3. • 1 1454 299 7. 1 2054 419 2.
1 0257 60 0. 1 0857 180 3. ` 1 1457 300 3. 1 2057 420 2.
1 0300 61 0. 1 0900 181 3. • 1 1500 301 V. 1 2100 421 2.
1 D303 62 0. • 1 0903 182 3. 1 1503 302 V. • 1 2103 422 2.
1 0306 63 0. 1 0906 193 3. ` 1 1506 303 7. 1 2106 423 2.
1 0309 64 0. • 1 0909 184 3. I 1509 304 7. I 2109 424 2.
1 0312 65 0. • 1 0912 185 3. 1 1512 305 7. ` 1 2112 425 2.
1 0315 66 0. • 1 0915 186 3. • 1 1515 306 7. 1 2115 426 2.
1 0310 67 0. 1 0918 187 4. • 1 1518 301 7. 1 2118 427 2.
I 0321 68 0. 1 0921 188 4. • 1 1521 308 3. • 1 2121 429 2.
1 0324 69 0. ` 1 0924 189 4. • 1 1524 309 6. 1 2124 429 2.
1 0327 70 0. 1 0927 190 4. . 1 1523 310 6. 1 2127 430 2.
1 0330 71 0. 1 0930 191 4. 1 1530 311 6. 1 2130 431 2.
1 0333 72 0. 1 0933 192 4. 1 1533 312 6. 1 2133 432 2.
1 0336 73 0. 1 0936 193 4. 1 1536 313 6. 1 2136 433 2.
1 0339 74 0. ` 1 0939 194 4. • 1 1539 314 6. 1 2139 434 2.
1 0342 75 0. • 1 0942 195 4. ` 1 1542 315 6. 1 2142 435 2.
1 0345 76 0. 1 0945 196 4. 1 1545 316 6. I 2145 436 2.
1 034B 70 0. 1 0948 197 5. 1 1548 317 6. 1 2149 437 2.
I 0351 78 0. 1 0951 198 5. • 1 1551 318 6. 1 2151 439 2.
1 0354 19 0. 1 0954 199 5. • 1 1554 319 5. 1 2154 439 2.
1 0357 80 0. 1 0957 2D0 5. • 1 1557 320 A. • 1 2157 440 2.
1 0400 81 0. 1 1000 201 5. 1 1600 321 5. 1 2200 441 2.
1 0403 82 0. • 1 1003 202 5. • 1 1603 322 5. 1 2203 442 2.
1 0406 83 0. 1 1006 203 b. 1 16D6 323 5. 1 2206 443 2.
I 0409 84 0. • 1 L06 204 5. 1 1609 324 5. 1 2209 444 2.
1 0412 05 D. 4 1012 205 S. • 1 1612 325 5. I 2212 445 2.
I 0415 06 0. ,'1 1015 206 6. 1 1615 326 5. I 2215 446 2.
1 0418 87 0. • 1 1012 207 6. 1 1610 327 5. 1 2218 447 2.
1 0421 RB 0. 1 1021 208 6. 1 1621 328 5. 1 2221 448 2.
1 0424 89 0. • 1 1024 209 6. 1 1624 329 5. L 2224 449 2.
1 0427 90 0. 1 1023 210 6. 1 1627 330 5. 1 2227 450 2.
1 0430 91 0. 1 1030 211 6. • 1 1630 331 4. 1 2230 451 2.
1 0433 92 0. 1 1033 212 7. 1 1633 332 4. 1 2233 452 2.
1 0436 93 0. 1 1036 213 7. 1 1636 333 4. 1 2236 453 2.
1 0439 94 0. 1 1039 214 7. 1 1639 334 4. 1 2239 454 2.
I 0442 95 0. 1 1042 215 7. 1 1642 335 4. 1 2242 455 2.
1 0445 96 0. 1 1045 216 7. 1 1645 336 4. 1 2245 456 2.
1 0448 97 0. 1 1048 217 8. 1 1648 337 4. 1 2248 457 2.
1 0451 98 0. 1 1051 218 8. 1 1651 338 4. 1 2251 458 2.
1 0454 99 0. 1 1054 219 S. 1 1654 339 4. 1 2254 459 2.
1 0457 100 0. 1 1057 220 8. 1 1657 340 4. 1 2257 460 2.
1 0500 101 0. 1 1100 221 8. 1 1700 341 4. 1 2300 461 2.
1 0503 102 0. 1 1103 222 9. 1 1703 342 4. 1 2303 462 2.
1 0506 103 0. 1 1106 223 9. 1 1706 343 4. 1 2306. 463 2.
1 0509 104 0. 1 1109 224 9. • 1 1709 344 4. 1 2309 464 2.
1 0512 105 0. 1 1112 225 9. 1 1712 345 4. 1 2312 465 2.
1 0515 106 0. 1 1115 226 10. 1 1715 346 4. 1 2315 466 2.
1 0518 10] 0. 1 1118 227 10. 1 1718 347 4. 1 2318 467 2.
1 0521 108 0. 1 1121 228 11. 1 1721 348 4. 1 2321 468 2.
1 0524 109 0. 1 1124 221 11. • 1 1724 349 4. I 2324 469 2.
1 0527 110 0. ' 1 1127 230 12. 1 1727 350 4. 1 2327 470 2.
1 0530 111 0. 1 1130 231 13. 1 1730 351 4. 1 2330 471 2.
1 0533 112 0. 1 1133 232 13. • 1 1733 352 4. 1 2333 472 2.
1 0536 113 0. 1 1136 233 14. 1 1736 353 3. • 1 233E 473 2.
1 0539 114 0. 1 1139 234 16. 1 1139 354 3. 1 2339 474 2.
1 0542 115 D. 1 1142 235 19. • 1 1142 355 3. 1 2342 4]5 2.
1 0545 116 0. 1 1145 236 22. 1 1745 356 3. 1 2345 476 2.
1 0548 117 0. 1 1148 231 25. 1 1748 357 3. 1 2348 477 2.
1 0551 118 0. 1 1151 238 30. 1 1951 358 J. 1 2351 478 2.
1 0554 119 0. 1 1154 235 35. 1 1754 359 3. 1 2354 479 2.
1 0557 120 0. 1 1157 240 42. 1 1751 360 3. 1 2357 480 2.
...................................................................................................................................
PEAK FLO. TIME MAXIMUM AVERAGE ROOM
6-HR 24-101 72-9R 23.95-HR
(CF5) (HR)
(CF3)
91. 12.20 19. 6. 6. 6.
(INCHES) 2.7I3 3.441 3.141 3.441
LAC-FT) 9. 12. 12. 12.
CUMUWTIVE AREA - 0.06 SO HI

2 Year- Improved Conditions 15
.• ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
74 KK CUP
..............
De cenciOn Pond
76 KO OUTPUT CONTROL VARIABLES
IPRNf 0 PRINT CONTROL
3P LOT 0 PLOP CONTROL
QSCAL 0. HYDROGRAPH PIOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
IOUT 22 SAVE HYDROGRAPH ON THIS M'IT
ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PINCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
HYDROGRAPH ROUTING DATA
07 AS STORAGE ROUTING
NSTPS 1 NUMBER OF SUBREACHES
ITYP ELEV TYPE OF INITIAL CONDITION
RSVRIC 94.00 INITIAL CONDITION
K 0.00 WORKING R ADD D COEFFICIENT
98 SA AREA 2.4 2.6 2.8 3.0 3.3 3.5 3.8
79 SE ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 97.00
80 So DISCHARGE 0. 1. 2. 36. 93. 179. 290.
Bl SE ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 93.00
COMPUTED STORAGE-ELEVATION DATA
STORAGE 0.00 1.25 2.61 4.08 5.66 7.35 9.18
ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 93.00
COMPUTED STORAGE-OUTFLOW-ELEVATION DATA
STORAGE 0.00 L25 2.61 4.08 5.66 3.35 9.19
DUPE DOW 0.00 0.60 2.I0 36.40 97.20 179.30 290.00
ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 93.00
............................................u....u.........................u.u.....u.u.,.........
......
HYDROGMPH AT STATION POND
................................................«u.u....e....,.........................................................
,,,.0 u.
DA MON IIRM4 ORD CUTFLJW STORAGE STAGE DA MON MIND ORD OUTFUM STORAGE STAGE DA MON HW-I ORD OUTFWA STORAGE STAGE
1 0000 1 0. 0.0 94:0 ` 1 0800 161 D. 0.2 94.1 1 1600 321 6. 2.8 95.1
1 0003 2 0. 0.0 94.0 1 0803 162 0. 0.2 94.1 1 1603 322 6. 2.8 95.1
1 00D6 3 D. 0.0 94.0 1 0806 163 0. 0.2 94.1 1 160E 323 6. 2.8 95.1
t 0009 4 0. 0.0 94.0 1 0809 164 0. 0.2 94.1 • 1 1609 324 6. 2.8 95.1
1 0012 5 0. 0.0 94.0 1 0812 165 0. D.2 94.1 • 1 1612 325 6. 2.8 95.1
t 0015 6 0. 0.0 94.0 ' 1 0815 166 0. 0.2 94.1 1 1615 326 6. 2.8 95.1
1 0018 3 0. 0.0 94.0 ' 1 081E 163 0. 0.2 94.1 1 1618 323 6. 2.8 95.1
1 0021 B D. 0.0 94.0 • 1 D821 168 0. 0.3 94.1 • 1 1621 328 6. 2.8 95.1
1 0024 9 0. 0.0 94.0 • 1 0824 169 0. 0.3 94.1 ' 1 1624 329 6. 2.0 95.1
1 0023 10 0. 0.0 94.0 ' 1 0023 130 0. 0.3 94.1 • 1 1621 330 5. 2.8 95.0
1 0030 11 0. 0.0 94.0 1 0830 131 0. 0.3 94.1 1 1630 331 5. 2.8 95.0
1 0033 12 0. 0.0 94.0 1 0833 172 0. 0.3 94.1 1 1633 332 5. 2.3 95.0
1 OD36 13 0. 0.0 94.D 1 0836 173 0. 0.3 94.1 1 1636 333 5. 2.9 95.0
1 0039 14 0. 0.0 94.0 1 0939 134 0. 0.3 94.1 1 1639 334 5. 2.7 95.0
1 0042 15 0. 0.0 94.0 1 0842 175 0. 0.3 94.1 1 1642 335 5. 2.7 95.0
1 0045 16 0. 0.0 94.0 l 0845 176 0. 0.3 94.1 1 1645 336 5. 2.7 95.0
1 004B 13 0. 0.0 94.0 1 0048 133 0. 0.3 94.1 1 1643 337 5. 2.3 95.0
1 0051 IS 0. 0.0 94.0 ' 1 OP51 Ile 0. OJ 94.1 1 1651 338 S. 2.7 95.0
1 00" 19 0. 0.0 94.0 1 0854 119 0. 0.4 94.1 1 1654 339 5. 2.7 95.0
1 0053 20 0. 0.0 94.0 1 0853 IRS 0. 0.4 94.1 1 1653 340 5. 2.3 15.0
1 0100 21 D. 0.0 94.0 1 0900 181 0. 0.4 94.2 1 1300 341 S. 2.0 95.0
1 0103 22 0. 0.0 94.0 1 0903 192 0. 0.4 94.2 1 1703 342 5. 2.7 95.0
1 01D6 23 D. 0.0 94.0 1 D906 183 0. 0.4 94.2 1 110E 343 5. 2.7 95.0
1 0109 24 0. 0.0 94.0 1 0909 194 0. 0.4 94.2 1 1309 344 4. 2.7 95.0
1 0112 25 0. 0.0 94.0 ' 1 0912 185 0. D.4 94.2 1 1312 345 4. 2.3 95.0
1 0115 26 0. 0.0 94.0 1 0915 166 0. 0.4 94.2 t 1315 346 4. 2 J 95.0
1 0118 27 0. 0.0 94.0 1 0918 193 0. 0.5 94.2 1 1313 343 4. 2.3 95.0
1 0121 2B 0. 0.0 94.0 1 0921 198 0. D.5 94.2 1 1121 348 4. 2.3 95.0
1 0124 29 0. 0.0 94.0 1 0924 189 0. 0.5 94.2 1 1124 349 4. 2.3 95.0
1 0123 30 0. 0.0 94.0 1 0923 190 0. 0.5 94.2 1 1327 350 4. 2.7 95.0
1 0130 31 0. 0.0 94.0 1 0930 191 0. 0.5 94.2 i 1330 351 4. 2.3 95.0
1 0133 32 0. 0.0 94.0 1 0933 192 0. 0.5 94.2 1 1333 152 4. 2.7 95.0
1 0136 33 0. 0.0 94.0 1 0936 193 0. 0.5 94.2 1 133E 353 4. 2.7 95.0
1 0139 34 0. 0.0 94.0 1 0919 191 0. 0.6 94.2 1 133l 354 4. 2.3 95.0

2 Year- Improved Conditions 16
1 0112 35 0. 0.1 99.0 • 1 0912 195 0. 0.6 99.2 • I 1112 "1 1. 2.3 95.0
1 0115 36 0. 0.0 91.0 • 1 0915 196 0. O.fi 91.2 • 1 1345 356 1. 2.3 95.0
1 0141 32 0. 0.0 91.0 • 1 0940 193 0. 0.: 91.2 ' 1 1318 151 4. 2J 95.0
1 0151 38 0. 0.0 94.0 • 1 0951 198 0. 0.6 91 3 • 1 1251 358 4. 2.3 95.0
1 0154 39 0. 0'0 94.0 1 0954 199 0. 0.6 94.3 • 1 ❑54 359 4. 2.7 95.0
1 0153 40 0. 0.0 94.0 • 1 0953 200 0. 0.2 94.3 • 1 1753 360 4. 2 J 95.0
1 0200 41 0. 0.0 94.0 ' 1 1000 201 0. 0.3 94.3 • 1 1800 361 4. 2.2 95.0
1 0203 42 0. 0.0 94.0 • 1 1003 202 0. 0.3 94.3 ' 1 1803 362 4. 2.3 95.0
1 0206 43 0. 0.0 94.0 1 1006 203 0. 0.3 94.1 • 1 1806 363 4. 2.3 95.0
1 0209 44 0. 0.0 94.0 1 1009 204 0. 0.7 94.3 • 1 1809 364 3. 2.3 95.0
1 0212 45 Q. 0.0 54.0 • 1 1012 205 0. 0.8 94.3 • 1 1012 365 3. 2.3 95.0
1 0215 46 0. 0.0 94.0 • 1 1015 206 0. 0.8 94.3 • 1 1815 366 3. 2.3 95.0
1 0218 41 0. 0.0 94.0 • 1 1018 203 0. 0.8 94.3 • 1 1818 363 3. 2.7 95.0
1 0221 48 D. 0.0 94.0 • 1 1021 208 0. 0.8 94.3 • 1 1821 36B 3. 2.7 95.0
1 0224 49 0. 0.0 94.0 • 1 1024 209 0. 0.9 94.1 • 1 1024 369 3. 2.7 95.0
1 0223 50 0. 0.0 94.0 ' 1 IOTI 210 0. 0.9 94.4 • 1 1827 330 3. 2.3 95.0
1 0230 51 0. 0.0 94.0 • 1 1030 211 0. 0.9 94.4 ' 1 1830 331 3. 2.2 95.0
1 0233 52 0. 0.0 94.0 • 1 1033 212 0. 0.9 94.4 • 1 1833 322 3. 2.2 95.0
1 0236 53 0. 0.0 94.0 • 1 1036 213 0. 1.0 94.4 • 1 1836 333 3. 2.3 95.0
1 0239 54 0. 0.0 94.0 ` 1 1039 214 0. 1.0 94.4 • 1 1839 339 3. 2.3 95.0
1 0242 55 0. 0.0 94.0 1 1042 215 0. 1.0 94.4 ` 1 1842 335 3. 2.3 95.0
1 0245 56 0. 0.0 94.0 • 1 1045 216 0. 1.0 94.4 • 1 1845 336 3. 2.6 95.0
1 0248 50 0. 0.0 94.0 ' 1 1048 217 1. 1.1 94.4 • 1 1848 333 3. 2.6 95.0
1 0251 58 0. 0.0 94.0 • 1 1051 218 1. 1.1 94.4 1 1051 338 3. 2.6 95.0
1 0254 59 0. 0.0 94.0 ' 1 1054 219 1. 1.1 94.4 • 1 1854 329 3. 2.6 95.0
1 0253 60 0. 0.0 94.0 1 1052 220 1. 1.2 94.5 • 1 1953 380 3. 2.6 95.0
1 0300 61 0. 0.0 91.0 • 1 1100 221 1. 1.2 94.5 • 1 1900 391 3. 2.6 95.0
1 0303 62 0. 0.0 94.0 1 1103 222 1. 1.2 94.5 • 1 1903 382 3. 2.6 95.0
1 0306 63 0. 0.0 94.0 ` 1 1106 223 1. 1.3 94.5 • 1 1906 383 3. 2.6 95.0
1 0309 64 0. 0.0 94.0 1 1109 224 1. 1_3 94.5 ' 1 1905 304 3. 2.6 95.0
1 0312 65 0. 0.0 94.0 1 1112 225 1. 1_3 94.5 ' 1 1912 385 3. 2.6 95.0
1 0315 66 0. 0.0 94.0 • 1 1115 226 1. 1.4 94.5 • 1 1915 386 3. 2.6 95.0
1 0310 63 0. 0.0 91.0 • 1 1118 227 1. 1.4 94.6 • 1 1918 383 3. 2.6 95.0
1 0321 68 0. 0.0 94.0 • 1 1121 228 1. 1.4 94.6 • 1 1921 388 3. 2.6 95.0
1 0324 69 0. 0.0 94.0 1 1124 229 1. 1.5 94.6 • 1 1924 389 3. 2.6 95.0
1 0323 30 0. 0.0 94.0 1 1123 230 1. 1.5 94.6 • 1 1923 390 3. 2.6 95.0
1 0330 71 0. 0.0 94.0 1 1130 231 1. 1.6 94.6 • 1 1930 391 3. 2.6 95.0
1 0331 32 0. 0.0 94.0 1 1133 232 1. 1.6 94.6 • 1 1933 392 3. 2.6 95.0
1 0336 73 0. 0.0 94.0 1 1136 233 1. 1.7 94.2 • 1 1936 393 3. 2.6 95.0
1 0339 74 0. 0.0 94.0 1 1139 234 1. 1.3 94.3 1 1939 394 3. 2.6 95.0
1 0342 35 0. 0.0 94.0 • 1 1142 235 1. 1_8 94.2 • 1 1942 395 3. 2.6 95.0
1 0345 36 0. 0.0 94.0 1 1145 236 1. 1.9 94.3 ' 1 1945 396 3. 2.6 95.0
1 0348 23 0. 0.0 94.0 1 1148 233 1. 2.0 94.B 1 194E 393 3. 2.6 95.0
1 0351 78 0. 0.0 94.0 1 1151 238 2. 2.1 94.8 1 1951 39B 3. 2.6 95.0
1 0354 09 0. 0.0 94.0 • 1 1154 239 2. 2.2 94.9 • 1 1954 399 3. 2.6 95.0
1 0353 80 0. 0.0 94.0 1 1153 240 2. 2.4 94.9 ' 1 1953 400 3. 2.6 95.0
1 0400 81 0. 0.0 94.0 1 1200 241 2. 2.5 95.0 1 2000 401 3. 2.6 55.0
1 0403 82 0. 0.0 94.0 • 1 1203 242 6. 2.8 95.1 1 2003 402 3. 2.6 95.0
1 0406 83 0. 0.0 j 94.0 1 1206 243 12. 3.0 95.1 1 2006 403 3. 2.6 95.0
1 0409 84 0. 0.0 94.0 1 1209 244 1B. 3.3 95.2 1 2009 404 3. 2.6 95.0
1 0412 85 0. 0.0 94.0 ' 1 1212 245 25. 3.6 95.3 ' 1 2012 405 2. 2.6 95.0
1 0415 86 0. 0.0 94.0 1 1215 246 31. 3.8 95.4 1 2015 406 2. 2.6 95.0
1 0418 87 0. 0.0 94.0 1 1219 249 36. 4.1 95.5 ' 1 201E 402 2. 2.6 95.0
1 0421 88 0. 0.0 94.0 1 1221 248 43. 4.3 95.6 ' 1 2021 408 2. 2.6 95.0
1 0424 89 0. 0.0 94.0 • 1 1224 249 49. 4.4 95.6 1 2024 409 2. 2.6 95.0
1 0423 90 0. 0.0 94.0 1 1223 250 53. 4.5 95.6 1 2023 410 2. 2.6 95.0
1 0430 91 0. 0.0 94.0 1 1230 251 55. 4.6 95.2 1 2030 411 2. 2.6 95.0
1 0433 92 0. 0.0 94.0 1 1233 252 56. 4.6 95.2 ' 1 2033 412 2. 2.6 95.0
1 0436 93 0. 0.0 94.0 • 1 1236 253 56. 4.6 95.3 • 1 2036 413 2. 2.6 95.0
1 0439 94 0. 0.0 94.0 ' 1 1239 254 56. 4.6 95.7 1 2019 414 2. 2.6 95.0
1 0442 95 0. 0.0 94.0 1 1242 255 54. 4.5 95.6 ' 1 2042 415 2. 2.6 95.0
1 0445 96 0. 0.0 94.0 1 1245 256 52. 4.5 95.6 • 1 2045 416 2. 2.6 95.0
1 0448 97 0. 0.0 94.0 • 1 1248 253 49. 4.4 95.6 • 1 2048 413 2. 2.6 95.0
1 0451 98 0. 0.0 94.0 1 1251 25 42. 4.3 95.6 1 2051 418 2. 2.6 95.0
1 0454 99 0. 0.0 94.0 ' 1 1254 259 44. 4.3 95.6 1 2054 419 2. 2.6 95.0
1 0453 100 0. 0.0 94.0 ' 1 1253 260 41. 4.2 95.5 1 2053 420 2. 2.6 95.0
1 0500 101 0. 0.0 94.0 1 1300 261 39. 4.1 95.5 1 2100 421 2. 2.b 95.0
1 0503 102 0. 0.0 94.0 ' 1 1303 262 36. 4.1 95.5 1 2103 422 2. 2.6 95.0
1 0506 103 0. 0.0 94.0 ' 1 1306 263 35. 4.0 95i5 • 1 2106 423 2. 2.6 95.0
1 0509 104 0. 0.0 94.0 1 1309 264 33. 3.9 95.5 1 2109 424 2. 2.6 95.0
1 0512 105 0. 0.0 94.0 1 1312 265 32. 3.9 95.4 1 2112 425 2. 2.6 95.0
1 0515 106 0. 0.0 94.0 1 1315 266 31. 3.0 95.4 1 2115 426 2. 2.6 95.0
1 0518 109 0. 0.0 94.0 1 1318 26 29. 3.8 95.4 1 2118 423 2. 2.6 95.0
1 0521 108 0. 0.0 94.0 ' 1 1321 268 28. 3.3 95.4 1 2121 42B 2. 2.6 95.0
1 0524 109 0. 0.0 94.0 1 1324 269 23. 3.3 95.4 1 2124 429 2. 2.6 95.0
1 0523 110 0. 0.0 94.0 ' 1 1327 2"10 25. 3.E 95.3 1 2123 430 2. 2.6 95.0
1 0530 Ill 0. 0.0 94.0 1 1330 231 24. 3.6 95.3 1 2130 431 2. 2.6 95.0
1 0533 112 0. 0.0 94.0 1 1333 232 23. 3.5 95.3 1 2133 432 2. 2.6 95.0
1 0536 113 0. 0.0 94.0 1 1336 223 22. 3.5 95.3 1 2136 433 2. 2.6 95.0
1 0539 114 0. 0.0 94.0 1 1339 234 21. 3.1 95.3 1 2139 434 2. 2.6 95.0
1 0542 115 0. 0.0 94.0 1 1342 235 20. 3.4 95.3 1 2142 43b 2. 2.6 95.0
1 0545 116 0. 0.0 94.0 1 1345 236 20. 3.4 95.3 1 2145 436 2. 2.6 95.0
1 0548 113 0. 0.0 94.0 • 1 1348 277 19. 3.3 95.2 1 214E 437 2. 2.6 95.0
1 0551 IIB 0. 0.0 94.0 1 1351 238 Ia. 3.3 95.2 1 2151 438 2. 2.6 95.0
1 0554 119 0. 0.0 94.0 1 1354 279 13. 3.3 95.2 1 2154 439 2. 2.6 95.0
1 0553 120 0. 0.0 94.0 1 1353 200 17. 3.2 95.2 ' 1 2153 440 2. 2.6 95.0
1 0600 121 0. 0.0 94.0 1 1400 281 la. 3.2 95.2 1 2200 441 2. 2.6 95.0
1 0603 122 0. OA 94.0 1 1403 292 16. 3.2 95i2 1 2203 442 2. 2.6 95.0
1 0606 123 0. 0.0 94.0 1 1406 283 15. 3.2 95.2 1 2206 443 2. 2.6 95.0
1 0609 124 0. 0.0 94.0 1 1409 284 14. 3.1 95.2 • 1 Z209 444 2. 2.6 95.0
1 0612 125 0. 0.0 94.0 1 1412 285 14. 3.1 95.2 1 2212 445 2. 2.6 95.0
1 0615 126 0. 0.1 94.0 1 1415 118E 14. 3.1 95.2 1 2215 44E 2. 2.6 95.0
1 0618 127 0. 0.1 94.0 1 1418 287 13. 3.1 95.2 I 2210 443 2. 2.6 95.0
0621 128 0. 0.1 94.0 1 1421 28B 13. 3.1 95.2 1 2221 44B 2. 2.6 95.0
1 0624 129 0. 0.1 54.0 1 1124 2e9 12. 3.0 95.1 1 2224 449 2. 2.1; 95.0

2 Year - Improved Conditions 17
1 1627 30 0. 0.1 94.0 • 1 1111 290 l2. 3.0 15.1 • 1 2223 450 2. 2.6 95.0
1 0610 133 0. 0.1 94.0 • 1 1431 291 12. 3.0 95.1 1 2230 451 2. 2.6 95.0
1 0633 132 0. 0.1 94.0 • 1 1433 292 11. 3.0 95.1 • 1 2233 452 2. 2.6 95.0
1 0636 133 0. 0.1 94.0 • 1 1436 293 11. 3.0 95.1 • 1 2236 453 2. 2.6 95.0
1 0639 134 0. 0.1 94.0 • 1 1439 294 11. 3.0 95.1 • 1 2239 454 2. 2.6 95.0
1 0642 135 0. 0.1 94.0 • 1 1442 295 11. 3.0 95.1 ' 1 2242 455 2. 2.6 95.0
1 0645 136 0. 0.1 94.0 • 1 1445 296 10. 3.0 95.1 • 1 2245 456 2. 2.6 95.0
1 0648 137 0. 0.1 94.0 • 1 1448 293 10. 2.9 95.1 1 2249 457 2. 2.6 95.0
1 0651 138 0. 0.1 94.0 . 1 1451 290 10. 2.9 95.1 1 2251 458 2. 2.6 95.0
1 0654 139 0. 0.1 94.0 • 1 1454 299 10. 2.9 95.1 • 1 2254 459 2. 2.6 95.0
1 0657 140 0. 0.1 94.0 • 1 1457 300 9. 2.9 95.1 1 2257 460 2. 2.6 95.0
1 0700 141 0. 0.1 94.0 • 1 1500 301 9. 2.9 95.1 1 2300 461 2. 2.6 95.0
1 0703 142 0. 0.1 94.0 . 1 1503 302 9. 2.9 95.1 1 2303 462 2. 2.6 95.0
1 0706 143 0. 0.1 94.0 • 1 1506 303 9. 2.9 95.1 1 2306 463 2. 2.6 95.0
1 0309 144 0. 0.1 94.0 1 1509 304 9. 2.9 95.1 1 2309 464 2. 2.6 95.0
1 0312 145 0. 0.1 94.0 • I 1512 305 9. 2.9 95.1 ' 1 2312 465 2. 2.6 95.0
1 0315 146 0. 0.1 94.0 • 1 1515 306 8. 2.9 95.1 • 1 2315 466 2. 2.6 95.0
1 0718 147 0. 0.1 94.0 • 1 1510 307 B. 2.9 95.1 1 2318 467 2. 2.6 95.0
1 0721 148 0. 0.1 94.1 • 1 1521 308 B. 2.9 95.1 • 1 2321 468 2. 2.6 95.0
1 0724 149 0. 0.1 94.1 1 1524 309 B. 2.9 95.1 . 1 2324 465 2. 2.6 95.0
1 n327 150 0. 0.1 94.1 ' 1 1523 310 R. 2.9 95.1 . 1 2323 430 2. 2.6 95.0
1 0130 151 0. 0.1 94.1 ' 1 1530 311 B. 2.8 95.1 . 1 2330 431 2. 2.6 95.0
1 0333 152 0. 0.1 94.1 • 1 1533 312 B. 2.8 95.1 • 1 2333 472 2. 2.6 95.0
1 0736 153 0. 0.2 94.1 • 1 1536 313 3. 2.6 95.1 • 1 2336 473 2. 2.6 95.0
1 0739 154 0. 0.2 94.1 ' 1 1539 314 3. 2.8 95.1 • 1 2339 434 2. 2.6 95.0
1 0742 155 0. 0.2 94.1 ' 1 1542 315 3. 2.8 95.1 • 1 2342 435 2. 2.6 95.0
1 0745 156 0. 0.2 94.1 1 1545 316 3. 2.8 95.1 1 2345 436 2. 2.6 95.0
1 0748 159 0. 0.2 94.1 • 1 1548 317 3. 2.8 95.1 • 1 2348 433 2. 2.6 95.0
1 0351 158 0. 0.2 94.1 1 1551 310 T. 2.8 95.1 • 1 2351 438 2. 2.6 95.0
1 0054 159 0. 0.2 94.1 1 1554 319 T. 2.B 95.1 • 1 2354 439 2. 2.6 95.0
1 0752 160 0. 0.2 94.1 • 1 1553 320 3. 2.8 95.1 1 2353 480 2. 2.6 95.0
«e:.«:...•.....:........................ ...u.......a•..u«....e... ...... .............-*-..................
...u...0 u..•
PEAK FIOV TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 32-HR 23.95-HR
(CFS) (HE)
W KS)
56. 12.60 16. 5. 5. 5.
(INCHES) 2.291 2.692 2.692 2.692
(AC-FT) 0. 9. 9. 9.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 32-HR 23.95-HR
(AC-FT) (HR)
5. 12.55 3. 2. 2. 2.
PEAK STAGE T1HE MAXIMUM AVERAGE STAGE
:6-HR 24-HR 72-HR 23.95-HR
(FEET) (HE)
95.66 12.60 95.19 94.61 94.61 94.61
CUMULATIVE AREA • 0.06 SO MI

2 Year- Improved Conditions 18
RDNOFF SUMMARY
F. IN CDBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TURF OF AVERAGE F14i FOR MAXIMUM PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FIAW PEAK AREA STAGE MAX STAGE
6-HOUR 21-HOM 72-HOUR
HTDROGRAPH AT
804 46. 12.40 10. 0. 9. 0.05
HYDRCGRAPH AT
200 55. 12.15 Y. S. H. 0.05
2 COMBINED AT
j Ynct 91. 12.20 19. 6. 6. 0.06
ROUTED TO
POND 56. 12.60 16. 5. 5. 0.06
95.66 12.6E
•" NOW L END OF HEC-I ••.

10 Year- Improved Conditions 2
HECI 5/N: 1343001909 RNVersion: 6.33 Data File: C:\TEMP\wbb2416.THP
....................••......•u•..I...... ...•..........................•••......
• FLIKD HYOROGRAPH PACKAGE (NEC-1) U.S. ARMY CORPS OF ENGINEERS '
• MAY 1991 HYDROLOGIC ENGINEERING CENTER '
' VERSION 9.0.1E • • 609 SECOND STREET '
• DAVIS, CALIFORNIA 95616 '
RUN DATE 11/10/1998 TIME 21:37:59 ' ' [phone]
.«.....«.ee.........v......«u.u.. ..................................«.....
A x xxxxxxx xxxxx x
A x x x x xx
A A A x x
xxxxxxx xxxx x xxxxx x
A x x x x
A x x x x x
x x xxxxxxx xxxxx xxx
...........................................
...........................................
...........................................
...........................................
... Full MicrowWuter Inplementation ...
by
... Haestad Methods, Inc. ...
37 Brookside Road Waterbury, Connecticut 06/08 (2031 755-1666
THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS of NEC-1 KNO N AS HECI (JAN 13), HEC1G5, HECIDB, AND HECIAW.
THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1913-STYLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 20 SEP 81. THIS IS THE FORTRAN31 VERSION
NEW OPTIONS: DAMBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, 055:WRITE STAGE FREQUENCY,
DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AHPT INFILTRACION
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALf/JRITNM
it

10 Year- Improved Conditions 3
HEC-1 INPUT PAGE 1
LINE In.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1 IS 10 Year In,roved ConGitiom
2 IT 3 480
3 ID 0 0
1 KK 804
5 KM Existing Site Drainage
6 KO 22
1 BA 0.0322
8 PE 1
9 IN 6
10 PC 0.0000 0.00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00800 0.00900
11 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01800 0.01900
12 PC 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02848 0.02961
13 PC 0.0309 0.03191 0.03308 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
14 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05101 0.05241 0.05380 0.05531
15 PC 0.0567 0.05821 0.05968 0.06111 0.06267 0.06419 0.06572 0.06727 0.06883 0.07041
16 PC 0.0720 0.07363 0.07530 0.07703 0.07880 0.08063 0.08250 0.08443 0.08640 0.08843
11 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
10 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206
19 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17492 0.17943 0.18416
20 PC 0.189E 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22918 0.23598 0.24282
21 PC 0.2500 0.25746 0.26644 0.27604 0.28656 0.29800 0.31430 0.33940 0.37330 0.41600
22 PC 0.500E 0.50400 0.62670 0.66060 0.68570 0J0200 0.71344 0.72396 0.73356 0.74224
23 PC 0.3500 0.75718 0-76412 0.11082 0.11128 0J8350 0J8948 0.79522 0.80072 0.8059E
24 PC 0.8110 0.81584 0.82057 0.82510 0.82968 0.83406 0.83833 0.84248 0.84652 0.85044
25 PC 0.8543 0.85794 0.96152 0.86498 0.86833 0,87156 0.83968 0.83368 0.88057 0.8E334
26 PC 0.8860 0.80850 0.89110 0.09350 0.89600 0.89838 0.90070 0.90298 0.90520 0.90738
21 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.9263E
28 PC 0.9280 0.92959 0.93117 0.93273 0.93428 0.93561 0.93733 D.93883 0.94032 0.94179
29 PC 0.9433 0.94469 0.94612 0.94753 0.94993 0.95031 0.9516E 0.95303 0.95437 0.95569
30 PC 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96582 0.96104 0.96824
31 PC 0.9694 0.97062 0.97179 0.97295 0.91410 0.97523 0.97636 0.91147 0.97959 0.97967
32 PC 0.980E 0.98182 0.98288 0.98392 0.98496 0.98598 0.98700 0.98800 0.98899 0.98997
33 PC 0.9909 0.99189 0.99284 0.99311 0.99470 0.99561 0.99651 0.99740 0.9982E 0.99914
34 PC 1.D000 1.00000 1.00000 1.00000 1.00000 1.00000
35 IS 93
36 UD 0.34
31 KK 200
30 KM IWroved Site Drainage
39 KO 22
40 BA 0.0319
41 PB l
42 IN 6
43 PC 0.0000,0.00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00800 0.00900
44 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.0180D 0.01900
45 PC 0.0200 0.02101 0.02203 0.02301 0.02412 0.02519 0.02627 0.02737 0.02848 0.02961
46 PC 0.0308 0.03191 0.0330B 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
41 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05388 0.05531
48 PC 0.0567 0A5021 0.05968 0.06117 0.06267 0.06419 0.06572 0.06127 0.06883 0.07041
49 PC 0,0720 0.07363 0.07530 O.D1103 0.07880 0.08063 0.08250 0.08443 0.08640 0.08943
50 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10690 0.11143
51 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13161 0.13502 0.13848 0.14206
52 PC 0.145E 0.14956 0.15348 D.15152 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416
53 PC 0.1890 0.19402 D.19928 0.20478 0.21052 0.21650 0.22272 0.2291E 0.23508 0.24282

10 Year- Improved Conditions 4
HEC-1 INPI PAGE 2
LINEIn.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
54 PC 0.2500 0.25116 0.26644 0.27604 0.28656 0.29800 0.31430 0.33940 0.37330 0.41600
55 PO 0.5000 0.58400 0.62610 0.66060 0.6B50 0.70200 0.71344 0.72396 0.73356 0.74224
56 PC 0.7500 0.75718 0.76412 0.71082 0.11128 0.78350 0.78948 0.79522 0.80072 0.80598
51 PC 0.8110 0.815B4 0.82057 0.02518 0.8296E 0.83406 0.83833 0.04248 0.84652 0.85044
58 PC 0.9543 0.05794 0,96152 0.86498 0.86833 0.87156 0.87468 0.81169 0.98057 0.08334
59 PC 0.8860 0.8885E 0.89110 0.89350 0.89600 0.89838 0.90070 0.90298 0.90520 0.90738
60 PC 0.9D95 0.91158 0.91360 0.9155E 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
61 PC 0.9280 0.92959 0.93117 0.93273 0.9342E 0.93501 0.93731 0.93883 0.94032 0.94179
62 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
63 K 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96502 0.96704 0.96824
64 PC 0.9694 0.97062 0.97119 0.97295 0.97410 0.97523 0.97636 0.91147 0.91958 0.97967
65 PC 0.9808 0.98102 0.98288 0.98392 0.98496 0.98598 0.98700 0.98800 0.98899 0.98997
66 PC 0.9909 0.99189 0.99284 0.99317 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
61 PC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
68 LS 88
69 UD 0.139
10 KK junct
31 KM
12 KO 22
73 HC 2
14 KK POND
15 M Detention Pond
16 KO 22
11 ES l ELEV 94
18 SA 2.4 2.61 2.82 3.05 3.27 3.52 3.17
19 SE 94 94.5 95 95.5 96 96.5 91
80 SQ 0 0.6 2.1 36.4 97.2 179.3 290
81 SE 94 94.5 95 95.5 96 96.5 91
82 ZZ

10 Year- Improved Conditions 5
HEC1 5/N: 1343001909 MVereiOn: 6.33 Data File: C:\TEMP\,EM2416.TMP
x«xxxxxu...... «xx•e•u x.......xaexxu xx••x....a e......•.... ..........
• FLOOD HYDROGRAPH PACKAGE (NEC-1) • U.S. ARMY CORPS OF ENGINEERS
' MAY 1991 • HYDROLOGIC ENGINEERING CENTER
• VERSION 4.0.1E • 609 SECOND STREET `
• • OAVIS, CALIFORNIA 95616 `
' RUN DATE 11/10/1998 TINE 21:JT:59 • (9l6) T56-1104
«e•e...e.•..e.e..0.............ux...• •.•...•...•............. ..........
10 Year IOQrOved COndi tiOna
J 10 OUTPUT CONTROL VARIABLES
IPRNT 0 PRIM' CONTROL
IP LOT 0 PLAT CONTROL
QSCAL 0. HTDROGRSPH PLOT SCALE
IT HYDROGRAPH TIME DATA
EMIR 3 MINUTES IN COMPUTATION INTERVAL
IRATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NO 480 NUMBER OF HYDROGRAPH ORDINATES
NDDATE 1 0 ENDING DATE
N%4ME 2357 ENDING TIME
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL 0.05 HOURS
TOTAL TIM BASE 23.95 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH, ELEVATION FEET
FLOW CUB TO FEET PER SECOND
STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
... u• •.. ... ... ... ... ... ... ... ... ... ... ... .0 ... ..• x•. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
4 KK 804
....•.........
Exiatinq Site Drainage
6 KO OUTPUT CONTROL VARIABLES
IPRNf o PRINT CONTROL
IPPUT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
TOUT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAVI I FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT o.050 TIME INTERVAL IN HOURS
9 IN TIME DATA FOR INPUT TIME SERIES
JANIN 6 TIME INTERVAL IN MINUTES
JXDATE 1 0 STARTING DATE
JXTIME 0 STARTING TIRE
SUBBASIN RUNOFF DATA
3 BA SUBBASIN CHARACTERISTICS
TAREA 0.03 SUBBASIN AREA
PRECIPITATION DATA
B PO STORM 7.00 BASIN TOTAL PRECIPITATION
10 PI INCREMENTAL. PRECIPITATION PATTERN
O.00 0.00 0.00 0.00 0.00 0.0O O.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
a.00 o.00 0.00 a.00 0.0a 0.00 0.10 0.00 0.0a 0.00
0100 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 O.Eo 0.00 0.00 0.00 0.00 0.00 0.00 c.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.90 0.00 0.00
0.00 0.a0 0.a0 0.0a 0.0a 0.00 0.00 0.00 0.01 0.00
O.co 0.00 0.00 1.00 0.00 O.no 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.9O 0.00 0.00

10 Year- Improved Conditions 6
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
O.00 0.00 0.00 0.00 0.00 0.00 o.Do 0.00 o.Po 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.0E 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.04 0.04
0.04 0.04 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.0E 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.00 0.00
D.00 O.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.DO
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.Po 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 O.OD 0.00 0.00 0.00 0.00 0.00
0.00 0.OP 0.00 0.00 0.00 0.00 0.00 0.00 0.00
35 IS SCS LOSS RATE
STRTL 0.15 INITIAL ABSTRACTION
CRV lNt 93.00 CURVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
36 00 SCS DIMENSIONLESS UNITORAPH
TAG 0.34 LAG
UNIT HYOROGRAPH
36 ENO-OF-PERIOD ORDINATES
2. ]. 14. 24. 34. 40. 42. 42. 39. 34.
29. 22. 17. 14. Il. 9. T. 6. 5. 4.
3. 2. 2. 1. 1. 1. 1. 1. 0. 0.
0. 0. 0. 0. 0. D.
.................................................................................,...................,..........................
...
HYDROGRAPH AT STATION 804
................................................................A..............................................................,..
DA MON DAME ORD RAIN LASS EXCESS COMP 0 DA MON HRKN ORD MIN LASS EXCESS COMP Q
1 0000 1 0.00 0.00 0.00 0. 1 1200 241 0.29 0.DI 0.2E 31.
1 0003 2 0.00 0.00 0.00 0. 1 1203 242 0.29 0.01 0.2E 33.
1 0006 3 0.00 0.00 0.00 0. 1 1206 243 0.29 0.01 D.29 45.
1 0009 4 0.00 0.00 0.00 0. 1 1209 244 0.15 0.00 0.15 53.
1 0012 5 0.00 0.00 0.00 0. 1 1212 245 0.15 0.0E 0.15 61.
1 0015 6 0.00 0.00 0.00 D. 1 1215 246 0.12 0.00 0.12 68.
1 0018 3 0.00 0.00 0.0E 0. ' 1 121E 247 0.12 0.00 0.12 72.
1 0021 8 0.00 0.00 0.00 0. ' 1 1221 248 0.09 0.00 0.09 75.
1 0024 9 0.00 0.00 0.00 0. 1 1224 249 0.09 0.00 0.09 74.
1 0023 10 0.00 0.00 0.00 0. 1 1221 250 0.06 0.00 0.06 72.
1 0030 11 0.00 0.00 0.00 0. 1 1230 251 0.0E 0.00 0.06 68.
1 0033 12 0.00 0.00 0.00 0. 1 1233 252 0.04 0.00 0.04 64.
1 0036 13 0.00 0.00 0.00 0. • 1 1236 253 0.04 0.00 0.04 59.
1 0039 14 0.00 0.00 O.OD 0. 1 1239 254 0.04 0.00 0.04 52.
1 0042 15 0.00 0.00 0.00 0. 1 1242 255 0.04 0.0E 0.04 43.
1 0045 16 0.00 0.00 0.00 0. 1 1245 256 0.03 0.00 0.03 42.
1 0048 11 0.00 0.00 0.00 0. 1 1248 257 0.03 0.00 0.03 38.
1 0651 18 0.00 0.00 0.0E 0. 1 1251 258 0.03 0.00 0.03 34.
1 0054 19 0.00 0.00 0.00 0. 1 1254 259 0.03 0.00 0.03 30.
1 0053 20 0.00 0.00 0.00 0. 1 1253 260 0.03 0.00 D.03 27.
1 010E 21 D.PO 0.00 0.00 0. 1 1300 261 0.03 0.00 0.03 24.
1 0103 22 0.00 0.00 0.00 0. 1 1303 262 0.03 O.CD O.D2 22.
1 0106 23 0.00 0.00 0.00 0. 1 1306 263 0.03 0.00 0.02 20.
1 0109 24 0.00 0.00 0.00 O. 1 1309 264 0.02 0.00 0.02 18,
1 0112 25 0.00 0.00 O.DO 0. 1 1312 26S 0.02 0.00 0.02 13.
1 0115 26 0.00 D.OD 0.00 0. 1 1315 266 0.02 0.00 0.02 16.
1 0118 27 0.00 0.00 0.00 0. 1 1318 267 0.02 0.00 0.02 15.
1 0121 28 O.OD 0.00 0.00 0. 1 1321 26B 0.02 0.00 0.02 14.
1 0124 29 0.00 0.00 0.00 0. 1 1324 269 0.02 O.OD 0.02 U.
1 0127 30 0.00 0.00 0.00 0. 1 1323 230 0.02 0.00 0.02 12.
1 0130 31 0.00 D.00 0.00 0. 1 133E 231 0.02 0.go 0.02 12.
1 O133 32 0.00 DIPS 0.00 0. 1 1333 23: 0.02 0.00 0.02 11.
1 013E 11 0.0E 0.0E 0.0E 0, 1 133E 211 1,12 0.0E 1,02 11,

10 Year- Improved Conditions 7
1 0139 34 1,10 0.00 0,01 0. • 1 1339 274 0.02 1.01 0,02 I1.
1 0192 35 0.00 0.00 0.00 0. • 1 1343 275, 0.02 0.00 0.02 10.
1 0145 36 0.00 0.00 0.00 0. • 1 1341 236 0.02 0.00 0.02 30.
1 0140 33 0.00 0.00 0.00 0. • 1 1318 233 0.02 0.00 0.02 10
1 0151 38 0.00 0.00 0.00 0. • 1 1351 238 0.02 0.00 0.02 9.
] 0154 39 0.00 0.00 0.00 0. • 1 1354 239 0.02 0.00 0.02 9.
1 O35) 40 0.00 0.00 0.00 0. 1 1357 280 0.02 0.00 0.02 9.
1 0200 41 1.00 1.01 0.00 0. • 1 1400 28l 0.02 1.01 0.02 9.
1 0203 42 0.00 0.00 0.00 0. 1 1903 282 0.02 0.00 0.02 8.
1 0206 43 0.00 0.00 0.00 0. • 1 1406 283 0.02 0.00 0.02 B.
1 0209 44 0.00 0.00 0.00 0. • 1 1409 284 0.02 0.00 0.02 8.
1 0212 45 0.00 0.00 0.00 0. • 1 1412 205 0.02 0.00 0.02 8.
1 0215 46 0.00 0.00 0.00 0. • I 1415 286 0.02 0.00 0.02 B.
1 0118 43 1.10 1.00 0.00 0. • 1 1411 28) 1.02 1.00 0.02 8.
1 0221 48 0.00 0.00 0.10 1. • 1 1421 286 0.02 0.00 0.02 ].
1 0224 49 0.00 0.00 0.00 0. • 1 1424 289 0.02 0.00 0.02 ).
1 0227 50 0.00 0.00 0.00 0. • 1 1429 290 0.02 0.00 0.02 ).
1 0230 51 0.00 0.00 0.00 0. 1 1430 291 0.02 0.00 0.02 ).
1 0233 52 0.00 0.00 0.00 0. • 1 1433 292 0.01 0.00 0.01 ).
1 0236 53 0.00 0.00 0.00 0. • 1 1436 293 0.01 0.00 0.01 ).
1 0239 54 0.00 0.00 0.00 0. 1 1439 294 0.01 0.00 0.01 ).
1 0242 55 OAO 0.00 0.00 0. • 1 1442 295 0.01 0.00 0.01 ).
1 0245 56 0.00 0.00 0.00 0. • 1 1445 296 0.01 0.00 0.01 ).
1 024B 57 0.00 0.00 0.00 0. ' 1 1448 297 0.01 0.00 0.01 6.
1 0251 58 0.00 0.00 0.00 0. 1 1451 298 0.01 0.00 0.01 6.
1 0254 59 0.00 0.00 0.00 0. 1 1454 299 0.01 0.00 0.01 6.
1 0257 60 0.00 0.00 0.00 0. • 1 145) 300 0.01 0.00 0.01 6.
1 0300 61 0.00 0.00 0.00 0. 1 1500 301 0.01 0.00 0.01 6.
1 0303 62 0.00 0.00 0.00 0. 1 1503 302 0.01 0.00 0.01 6.
1 0306 63 0.00 0.00 0.00 0. 1 1506 303 0.01 0.00 0.01 6.
1 0309 64 0.00 0.00 0.00 0. • 1 1509 304 0.01 0.00 0.01 6.
1 0312 65 0.00 0.00 0.00 0. • 1 1512 305 0.01 0.00 0.01 6.
1 0315 66 0.00 0.00 0.00 0. • 1 1515 306 0.01 0.00 0.01 6.
1 0318 67 0.00 0.00 0.00 0. 1 1518 307 0.01 0.00 0.01 6.
1 0321 68 0.00 0.00 0-DO 0. • 1 1521 300 0.01 0.00 0.01 6.
1 0324 69 0.00 O.00 0.00 0. • 1 1524 309 0.01 0.00 0.01 5.
1 0321 70 0.00 0.00 0.00 0. I 1523 310 0.01 0.00 0.01 5.
1 0330 71 0.00 0.00 0.00 0. • 1 1530 311 0.01 0.00 0.01 5.
1 0333 71 0.00 0.00 0.00 0. 1 1533 312 0.01 0.00 0.01 5.
1 0336 73 0.00 0.00 0.00 0. 1 1536 313 0.01 0.00 0.01 5.
1 0339 74 0.00 0.00 0.00 0. • 1 1539 314 0.01 0.00 0.01 5.
1 0342 35 0.00 0.00 0.00 0. 1 1542 315 0.01 0.00 0.01 B.
1 0345 )6 0.00 0.00 0.00 0. 1 1545 316 0.01 0.00 0.01 S.
1 0348 )) 0.00 0.00 0.00 0. 1 1548 317 0.01 0.00 0.01 5.
1 0351 78 0.00 0.00 0.00 0. 1 1551 318 0.01 OAO 0.01 5.
1 0354 39 0.00 0.00 0.00 0. 1 1554 319 0.01 0.00 0.01 S.
1 0357 80 0.00 0.00 0.00 0. 1 1557 320 0.01 DAD 0.01 5.
1 0400 81 0.00 0.00 0.00 0. 1 1600 321 0.01 0.00 0.01 4.
1 0403 82 0.00 OAO 0.00 0. 1 1603 322 0.01 0.00 0.01 4.
1 0406 83 0.00 0.110 0.00 0. 1 1606 323 0.01 0.00 0.01 4.
1 0409 84 0.00 0.00 0.00 0. • 1 1609 324 0.01 0.00 0.01 4.
1 0412 95 0.00 0.00 0.00 0. • 1 1612 325 0.01 0.00 0.01 4.
1 0415 86 0.00 0.00 0.00 1. 1 1615 326 0.01 0.00 0.01 4.
1 0418 87 0.00 0.00 0.00 1. • 1 1618 327 0.01 0.00 0.01 4.
1 0421 88 OAO 0.00 0.00 1. • 1 1621 328 0.01 0.00 0.01 4.
1 0424 89 0.00 0.00 0.00 1. 1 1624 329 0.01 0.00 0.01 4.
1 0427 90 0.00 0.00 0.00 1. ` 1 1627 330 0.01 0.00 0.01 4.
1 0430 91 0.00 0.00 0.00 1. 1 1630 331 0.01 0.00 0.01 4.
1 0433 92 0.00 0.00 0.00 1. 1 1633 332 0.01 0.00 0.01 4.
1 0436 93 0.00 0.00 0.00 1. 1 1636 333 0.01 0.00 0.01 4.
1 0439 94 0.00 0.00 0.00 1. 1 1639 334 0.01 0.00 0.01 4.
1 0442 95 0.00 0.00 0.00 1. 1 1642 335 0.01 0.00 0.01 4.
1 0445 96 0.00 0.00 0.00 1. 1 1645 336 0.01 0.00 0.01 4.
1 0446 97 0.00 OAO 0.00 1. 1 1648 337 0.0 1 0.00 0.01 4.
1 0451 98 0.01 0.00 0.00 1. 1 1651 338 0.01 0.00 0.01 3.
1 0454 99 0.01 0.00 0.00 1. 1 1654 339 0.01 0.00 0.01 3.
I 0457 100 0.00 0.00 0.00 1. 1 1657 340 0.01 0.00 0.01 3.
1 0500 101 0.00 0.00 0.00 1. 1 1700 341 0.01 0.00 0.01 3.
1 0503 102 0.01 0.00 0.00 1. • 1 1703 342 0.01 0.00 0.01 3.
1 0506 103 0.01 0.00 0.00 1. 1 1706 343 0.01 0.00 0.01 3.
1 0509 104 0.01 0.00 0.00 1_ ` 1 1709 344 0.01 0.00 0.01 3.
1 0512 105 0.01 0.00 0.00 1. 1 1712 345 0.01 0.00 0.01 3.
1 0515 106 0.01 0.00 0.00 1. 1 1715 346 0.01 0.00 0.01 3.
1 0510 1e) 0.01 0.00 0.00 1. 1 1718 347 0.01 0.00 0.01 3.
1 0521 108 0.01 0.00 0.00 1. 1 1721 348 0.01 0.00 0.01 3.
1 0524 109 0.01 0.00 0.00 1. 1 1724 349 0.01 0.00 0.01 3.
1 0527 110 0.01 0.00 0.00 1. 1 1723 350 0.01 0.00 0.01 3.
1 0530 111 0.01 0.00 0.00 1. 1 1730 351 0.0 1 0.00 0.01 3.
1 0533 112 0.01 0.00 0.00 1. 1 1733 352 0.01 0.00 0.01 3.
1 0536 113 0.01 O.00 0.00 1. 1 1736 353 0.01 0.00 0.01 3.
1 0539 114 0.01 0.00 0.00 1. 1 1739 354 0.01 0.00 0.01 3.
1 0542 115 0.01 0.00 0.00 1. 1 1742 355 0.01 0.00 0.01 3.
1 0545 116 0.01 0.00 0.00 1, 1 1345 356 0.01 0.00 0.01 3.
1 0548 11) 0.01 0.00 0.00 1. 1 1748 357 0.01 0.00 0.01 3.
1 0551 110 0.01 0.00 0.00 1. 1 1751 356 0.01 0.00 0.01 3.
1 0554 119 0.01 0.00 0.00 1. 1 1354 359 0.01 0.00 0.01 3.
1 0557 120 0.01 0.00 0.00 1. 1 1)5) 360 0.01 0.00 0.01 3.
1 0600 121 0.01 0.00 0.00 1. 1 1000 361 0.01 0.00 0.01 3.
1 0603 122 0.01 0.00 0.A0 1. 1 1803 362 0.01 0.00 0.01 3.
1 0606 123 OA1 0.00 0.00 1. 1 1806 363 0.01 0.00 0.01 3.
1 0609 124 0.01 0.00 0.00 1. 1 1809 364 0.01 0.00 0.01 3.
1 0612 125 0A1 0.00 0.00 1. 1 1812 365 0.01 0.00 0.01 2.
1 0615 126 0.01 OAO 0.00 1. 1 1815 366 0.01 0.00 0.01 2.
1 0618 127 0.01 0.00 0.00 1. i 1818 30 0.01 0.00 0.01 2.
1 On21 128 0.01 OAO 0.00 1. 1 IB21 368 0.01 0.00 0.01 2.

10 Year- Improved Conditions 8
1 0624 129 0.01 0.00 0.00 1. ' 1 1024 369 0.01 0.00 0.01 2.
1 0620 130 0.01 0.00 0.00 1. ` 1 1827 370 0.01 0.00 0.01 2.
1 0630 131 0.01 0.00 0.00 1. ' 1 1830 331 0.01 0.00 0.01 2.
1 0633 132 0.01 0.00 0.00 1. ' 1 1833 332 0.01 0.00 0.01 2.
1 0636 133 0.01 0.00 0.00 1. 1 1836 333 0.01 0.00 0.01 2.
1 0639 134 0.01 0.00 0.00 1. ' 1 1639 374 0.01 0.00 0.01 2.
1 0642 135 0.01 0.00 0.00 1. ` 1 1042 375 0.01 0.00 0.01 2.
1 0645 136 0.01 0.00 O.DO 1. ` 1 1945 396 0.01 0.00 0.01 2.
1 0648 139 0.01 0.00 0.00 1. • 1 1840 339 0.01 0.00 0.01 2.
1 0651 1J8 0.01 0.00 0.00 2. 1 1851 338 0.01 0.00 0.01 2.
1 0654 139 0.01 0.00 0.00 2. ' 1 1854 379 0.01 0.00 0.01 2.
1 0657 140 0.01 0.00 0.00 2. ' 1 1859 380 0.01 0.00 0.01 2.
1 0700 141 0.01 0.00 0.00 2. ' 1 1900 381 0.01 0.00 0.01 2.
1 0903 142 0.01 0.00 0.00 2. 1 19D3 382 0.00 0.00 0.00 2.
1 D306 143 0.01 0.00 0.00 2. 1 1906 303 0.00 0.00 0.00 2.
1 0309 144 0.01 0.00 0.00 2. • 1 1909 384 0.01 0.00 0.00 2.
1 0712 145 0.01 0.00 0.00 2. ' 1 1912 385 0.01 0.00 0.00 2.
1 0715 146 0.01 0.00 0.01 2. 1 1915 386 0.00 0.00 0.00 2.
1 0718 140 0.01 0.00 0.01 2. ` 1 1918 387 0.00 0.00 0.00 2.
1 0721 149 0.01 0.00 0.01 2. • 1 1921 398 0.00 0.00 0.00 2.
1 0924 149 0.01 0.00 0.01 2. 1 1924 389 0.00 0.00 0.00 2.
1 0327 150 0.01 0.00 0.01 2. • 1 1927 390 0.00 0.00 0.00 2.
1 0730 151 0.01 0.00 0.01 2. • 1 1930 191 0.00 0.00 D.00 2.
1 0933 152 0.01 0.00 0.01 2. 1 1933 392 0.00 0.00 0.00 2.
1 0336 153 0.01 0.00 0.01 2. ' 1 1936 393 0.00 0.00 0.00 2.
1 0739 154 0.01 0.00 0.01 2. 1 1939 394 0.OD 0.00 0.00 2.
1 0342 155 0.01 0.00 0.01 2. 1 1942 395 0.00 0.00 0.00 2.
1 0745 156 0.01 0.00 0.01 2. • 1 1945 396 0.00 0.00 0.00 2.
1 0348 19 0.01 0.00 0.01 2. ' 1 1948 357 0.00 0.00 0.00 2.
1 0951 158 0.01 0.00 0.01 2. 1 1951 398 0.00 0.00 0.00 2.
1 0354 159 0.01 0.00 0.01 2. 1 1954 399 0.00 0.00 0.00 2.
1 0351 160 0.01 0.00 0.01 2. ' 1 1957 400 0.00 0.00 0.00 2.
1 0800 161 0.01 0.00 0.01 2. 1 2000 401 0.00 0.00 0.00 2.
1 0803 162 0.01 0.00 0.01 2. • 1 2003 402 O.OD 0.00 0.00 2.
1 0006 163 0.01 0.00 0.01 2. • 1 2006 403 0.00 0.00 0.00 2.
1 0809 164 0.01 0.00 0.01 2. ` 1 2009 404 0.00 0.00 0.00 2.
1 0812 165 0.01 0.00 0.01 3. 1 2012 405 0.00 0.00 0.00 2.
1 0815 166 0.01 0.00 0.01 3. ' 1 2015 406 0.00 0.00 0.00 2.
1 0818 161 0.01 0.00 0.01 J. 1 2018 403 0.00 0.00 0.00 2.
1 0621 168 D.01 0.00 0.01 3. • 1 2021 408 O.OD 0.00 0.00 2.
1 0824 169 0.01 0.00 0.01 3. ' 1 2024 409 0.00 0.00 0.00 2.
1 0829 110 0.01 0.00 0.01 3. 1 2021 410 0.00 0.00 0.00 2.
1 0830 111 0.01 0.00 0.01 3. ' 1 2030 411 0.00 0.00 0.00 2.
1 0833 132 0.01 0.00 0.01 3. 1 2033 412 0.00 0.00 0.00 2.
1 0836 103 0.01 0.00 0.01 3. 1 2056 413 0.00 0.00 0.00 2.
1 0039 174 0.01 O.DO 0.01 3. • 1 2039 414 0.00 0.00 0.00 2.
1 0942 195 0.01 0.00 0.01 3. 1 2042 415 0.00 0.00 0.00 2.
1 0845 136 0.01 0.00 0.01 3. 1 2045 416 0.00 0.00 0.00 2.
1 0848 177 0.01 0100 0.01 3. * 1 2048 417 0.00 0.00 0.00 2.
1 0851 138 0.01 0.00 0.01 3. 1 2051 418 0.00 0.00 0.00 2.
1 0854 179 0.01 0.00 0.01 3. 1 2054 419 0.00 0.00 0.00 2.
1 0857 180 0.01 0.00 0.01 3. ` 1 2050 420 0.00 0.00 0.00 2.
1 090D 181 0.01 0.00 0.01 4. 1 2100 421 0.00 0.00 0.00 2.
1 0903 182 0.01 0.aD 0.01 4. 1 2103 422 0.00 0.00 0.00 2.
1 0906 183 0.01 0.00 0.01 4. 1 21D6 423 0.OD 0.00 0.00 2.
1 0909 184 0.01 0.00 0.01 4. 1 2109 424 0.00 0.00 0.00 2.
1 0912 185 0.01 0.00 0.01 4. ' 1 2112 425 0.00 0.00 0.00 2.
1 0915 186 0.01 0.00 0.01 4. 1 2115 426 O.DO 0.00 0.00 2.
1 0919 187 0.01 0.00 0.01 4. 1 2118 429 0.00 0.00 0.00 2.
1 0921 198 0.01 0.00 0.01 4. 1 2121 429 0.00 0.00 0.00 2.
1 0924 189 0.01 0.00 0.01 4. 1 2124 429 0.00 0.00 0.00 2.
1 0923 190 0.01 0.00 0.01 4. 1 2127 430 0.00 0.00 0.00 2.
1 093D 191 0.01 0.00 0.01 4. 1 2130 431 DAD 0.00 0.00 2.
1 0933 192 0.02 0.00 0.01 4. 1 2133 432 O.DO 0.00 0.00 2.
1 0936 193 0.02 0.00 0.01 5. • 1 2136 433 0.00 0.00 0.00 2.
_ 1 0939 194 0.02 0.00 O.al 5. 1 2139 434 0.00 0.00 0.00 2.
1 0942 195 0.02 0.00 0.01 5. ` 1 2142 435 0.00 0.00 0.00 2.
e 1 0945 196 0.02 0.00 0.01 5. 1 2145 436 0.00 0.00 0.00 2.
1 0948 197 0.02 0.00 0.01 5. 1 2149 430 0.0D 0.00 0.00 2.
1 0951 198 0.02 0.00 0.01 5. 1 2151 438 0.00 0.00 D.OD 2.
1 0954 199 0.02 0.00 0.01 5. 1 2154 439 0.00 0.00 0.00 2.
1 0957 200 0.02 a.00 O.D1 5. 1 2157 440 0.00 0.00 O.DO 2.
1 1000 201 0.02 0.00 0.01 5. 1 2200 441 0.00 0.00 0.00 2.
1 1003 202 0.02 0.00 0.01 5. 1 2203 442 0.00 0.00 0.00 2.
1 1006 203 0.02 O.DO D.01 5. 1 2206 443 O.DO 0.00 0.00 2.
1 1009 204 0.02 0.00 0.02 6. 1 2209 444 0.00 0.00 0.00 2.
1 1012 205 0.02 0.00 0.02 6. 1 2212 445 0.00 0.00 0.00 2.
1 1015 206 0.02 0.00 0.02 6. ` 1 2215 446 0.00 0.00 0.00 2.
1 1018 203 0.02 0.00 0.02 6. 1 2218 447 0.00 0.00 0.00 2.
1 1021 206 0.02 0.00 0.02 6. 1 2221 448 0.00 0.00 0.00 2.
1 1024 209 0.02 0.00 0.02 6. 1 2224 449 O.aO 0.00 0.00 2.
1 1021 210 0.02 0.00 0.0E 6. 1 2227 450 0.00 0.00 0.00 2.
1 1030 211 0.02 0.00 0.02 6. • 1 2230 451 0.00 0.OD 0.00 2.
1 1033 212 0.02 0.00 0.02 0. 1 2233 452 a.00 0.00 0.00 2.
1 1036 213 0.02 0.00 0.02 3. 1 2236 453 0.00 0.00 0.00 2.
1 1039 214 0.02 O.OD 0.02 1. 1 2239 454 D.OD 0.00 0.00 2.
1 1042 215 0.02 0.00 0.02 ]. 1 2242 ass O.DO 0.00 a.00 2.
1 1045 216 0.02 0.00 0.02 3. 1 2245 456 0.06 0.00 0.00 1.
1 1048 217 0.02 0.00 0.02 3. 1 2248 457 0.00 0.00 DAD 1.
I ID51 218 0.02 D.OD 0.02 1. 1 2 25 1 458 a.00 0.00 O.DO 1.
1 1051 219 0.02 0.00 0.02 9. 1 ^_254 459 0.00 0.01 0.01 1.
1 ID51 '22D 0.03 O.OD 0.02 B. 1 2251 46O 0.00 0.00 0.00 1.
1 1100 221 0.03 O.DO 0.02 6. 1 2300 461 O.DO 0.00 0.00 1.
1 1103 222 0.03 0.00 0.02 8. 1 2303 462 0.00 0.00 0.00 1.
1 1106 223 0.03 0.00 0.02 8. 1 2306 463 0.00 0.00 DAD I.

10 Year - Improved Conditions 9
1 1109 224 0.03 0.00 0.03 9. • 1 2309 4645 0.00 0.00 0-000 1.
1 1112 225 0.03 0.00 0.03 9. ' 1 2312 465 0.00 0.00 0.00 1.
1 1115 226 0.0] 0.00 0.0] 9. • 1 2315 466 0.00 0.00 0.00 1.
1 11 To 22'I 00] 0.00 O.a3 9. ' 1 2318 467 0.00 0.00 0.00 1.
1 1121 220 0..a 0.00 0,03 30. ' 1 2321 468 0.00 0.00 0.00 I.
1 1124 229 0.04 0.00 0.03 10. 1 2324 469 0.00 0.00 0.00 1,
1 1127 230 0.04 0.00 0.04 10. ' 1 2327 470 0.00 0.00 000 1.
1 1130 231 0.04 0.00 0.04 11. 1 2330 431 0.00 0.00 0.00 1.
1 1133 232 0.06 0.00 0.05 IT. 1 2333 432 0.00 0.00 0.00 1.
1 1136 233 0.06 0.00 0.05 12. ' 1 2336 473 0.00 0.00 0.00 1.
1 1139 211 1.09 0.01 1.08 13. ' 1 2339 474 0.00 0.00 0.00 1.
1 1142 235 0.09 0.01 0.08 14. ' I 2342 475 0.00 0.00 0.B0 1.
1 1145 236 0.12 a.01 0.11 15. • 1 2315 436 0.00 0.00 0.00 1.
1 1148 233 0.12 0.01 0.11 12. • 1 2348 IP 0.00 0.00 0.00 1.
1 1151 238 0.15 0.01 0.14 20. • 1 2351 478 0.00 0.00 0.00 1.
1 1154 239 0.15 0.03 0.14 23. • I 2354 479 0.00 0.00 0.00 1.
1 i157
240 0.29 0.01 0.20 23. 1 2357
480 0.00 0.00 0.a0 1.
•.••.•.xx..x••.•.•xx•.•...xux•..•u•.••.x•..........ur...........u.....uu..u.u..v.u..u......u...0•..uu e........xxx•xxr
TOTAL RAINFALL - 3.00, TOTAL LOSS 0.83, TOTAL EXCESS 6.17
PEAK Flee' TIME MAXIMUM AVERAGE FU
6-HR 24-HR 72-HR 23.95-HR
(CIS) (IIR)
(CIS)
75. 12.35 16. 5. 5. 5.
(INCHES) 4.702 6.144 6.144 6.144
(AC-FT) 8. it. 11. it.
CUMULATIVE AREA • 0.03 SO MI
. ... ... ... ... ... ... ... ... ... ...
b KK 200
..............
I W,.ve4 Site Drainage
39 KO OUTPUT CONTROL VARIABLES
1PRNT 0 PRINT CONTROL
(PLOT °0 PLOT CONTROL
QSCAL -0. HYDROGRAPH PLOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGMPH -
IOUT 22 SAVE HYEROGRAPH ON THIS UNIT
ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PINCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
42 IN TIME DATA FOR INPUT TIME SERIES
JXMIN 6 TIME INTERVAL 1N MINUTES
JXOATE 1 0 STARTING DATE
JXTIME 0 STARTING TIME
SUBBASIN RUNOFF DATA
40 BA SUBBASIN CHARACTERISTICS
TAREA D.E3 SUBBASIN AREA
PRECIPITATION DATA
41 PH STORM T.aO BASIN TOTAL PRECIPITATION
43 PI INCREMENTAL PRECIPITATION PATTERN
0.00 0.0D 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 D.Do 0.00 0.00 a.00 o.ao o.aD o.ao 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 D.00 0.00 0.00 0.0D 0.D0 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 D.00 0.00 0.00 0.90 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
D.00 0.00 1.00 0.10 1.00 0.00 0.00 0.00 0.00 a.0 a
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 O.Do 0.00 0.00 0.00 0.00 0.00 O.aD 0.00
0.00 0.00 0.00 0.00 0.00 u.00 a.00 u.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.OU 0.00 0.00 D.00 0.00
0.0a 0.10 0.00 a.00 0.00 0.00 0-0 a 0.a0 a.a 0 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 o.Do 0.00 0.00 o.Do 0.00
0.01 0.00 0.00 0.0U 0.00 0.D0 0.00 a.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 D.00 D.OD 0.00 D.CD 0.00 0.01 0.01 0.01 D.01
0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.04 a.04

10 Year- Improved Conditions 10
0.01 0.04 0.02 0.02 1.11 a.02 0.11 0.01 0.11 0.01
0.01 O.a, 0.01 0.a1 a.00 D.00 0.00 O.oa O.ao D.00
0.00 0.00 a.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 D.00 0.00 0.00 D.00 0.01
0.00 a'00 0.00 0.00 0.00 o.00 0.00 0,OR 0.00 D.Oo
0.00 0.00 0.00 0.00 o.a0 O.Ca 0.00 0.00 000 0.11
0:00 0.00 0.00 0.DO 0.00 0.00 0.00 0.00 0.00 Q.DO
O.00 0.0o 0.00 0.00 a.0a 0.OD o.oa U.00 O.OD 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 a.00 0.00 0.00
0.00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 O.OD 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 D.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
000 0.00 0.00 0.00 0.00 0.00 O.Do 0.00 0.00
68 IS SCS LOSS RATE
STRTL 0.27 INITIAL ABSTRACTION
CRVNBR 88.00 CURVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
69 UB SCS DIMENSIONLESS VVITGRAPH
TUG 0.14 LAG
WARNING ^` TIME INTERVAL IS GREATER THAN .29•UG
MIT HYDROGRAPH
16 END-OF-PERIOD ORDINATES
18. 63. 93. 96. 61. 35. 22. 13. B. 5.
3. 2. 1. 1. D. O.
...................................................................................................................................
HYDROGRAPH AT STATION 200
.........«ueu.................u.uerr....................................................................................
......
DA MON HRMN ORD RAIN LOSS EXCESS COMP Q OA MON HUNG ORD RAIN W55 EXCESS COMP Q
1 0000 1 0.00 0.00 0.00 0. 1 1200 241 0.29 0.03 0.27 58.
1 0003 2 0.00 0.00 0.00 0. ` 1 1203 242 0.29 0.02 0.27 73.
1 0006 3 0.00 a.D0 0.00 0. ' 1 12D6 243 0.29 0.02 0.27 87.
1 0009 4 0.00 0.00 0.00 0. 1 1209 244 0.15 0.01 0.14 94.
1 0012 5 0.00 0.00 0.00 0. 1 1212 245 0.15 0.01 0.14 92.
1 0015 6 0.00 0.00 O.OD 0. 1 1215 246 0.12 D.D1 0.11 93.
1 0018 ) 0.00 0.00 0.00 0. 1 1218 247 0.12 0.01 0.11 72.
1 0021 B 0.00 0.00 0.00 0. 1 1221 249 0.09 0.00 0.09 62.
1 D024 9 0.00 0.00 0.00 0. 1 1224 219 0.05 0.00 0.08 54.
1 0027 10 0.00 0.00 0.00 0. 1 1227 250 0.06 D.00 0.05 47.
1 0030 11 0.00 0.00 0.00 0. • 1 1230 251 0.06 0.00 0.05 40.
1 OD33 12 0.00 0.00 0.00 0. 1 1233 252 0.04 0.00 0.04 34.
1 0036 13 0.00 0.00 0.00 0. 1 1236 253 0.04 0.00 0.04 28.
1 0039 14 0.00 0.00 0.00 0. 1 1239 254 0.04 0.00 0.01 24.
1 0042 15 O.OB 0.00 0.00 D. ' 1 1242 255 0.04 0.00 0.04 20.
1 0045 16 0.00 0.00 0.00 0. 1 1245 256 0.03 0.00 0.03 Ia.
1 0048 11 0.00 0.00 0.00 0. 1 124E 251 0.03 0.00 0.03 16.
1 0051 18 O.DO 0.00 O.OD 0. • 1 1251 259 0.03 0.00 O.D3 15.
1 O054 19 0.00 0.00 0.00 0. 1 1254 259 0.03 0.00 0.03 14.
1 0057 20 0.00 O.DO 0.00 0. • 1 1253 260 0.03 0.00 0.03 13.
1 0100 21 0.00 0.00 0.00 0. 1 1300 261 0.03 0.00 0.03 13.
1 0103 22 0.00 0.00 0.00 0. 1 1303 262 0.03 0.00 0.02 12.
1 0106 23 D.00 D.00 0.00 0. 1 1306 263 0.03 0.00 0.02 11.
1 0109 24 0.00 0.00 0.00 0. • 1 1309 264 0.02 0.00 0.02 11.
1 0112 25 0.00 0.00 0.00 0. 1 1312 265 0.02 0.00 0.02 10.
1 0115 2ti 0.00 0.00 0.00 0. 1 1315 266 D.02 0.00 0.02 1a.
1 0118 21 0.00 0.00 0.00 D. 1 1319 267 0.02 0.00 0.02 10.
1 0121 28 0.00 0.00 0.00 0. 1 1321 268 0.02 0.00 0.02 10.
1 0124 29 0.00 0.00 0.00 0. 1 1324 269 0.02 0.00 0.02 9.
1 0127 30 0.00 0.00 D.00 0. 1 132] 270 0.02 0.00 0.02 9.
1 0130 31 0.00 0.00 0.00 0. 1 1330 231 0.02 0.00 0.02 9.
1 0133 32 0.00 0.00 0.00 0. 1 1333 272 0.02 0.00 0.02 9.
1 0136 33 0.00 0.00 0.00 0. 1 1336 213 0.02 0.00 0.02 9.
1 0139 34 0.00 0.00 0.00 0. 1 1339 274 0.02 0.00 0.02 9.
1 0142 35 0.00 0.00 0.00 0. • 1 1342 275 0.02 0.00 0.02 B.
1 0145 36 0.00 O.Do 0.00 0. • 1 1345 276 D.02 0.00 D.02 0.
1 0148 37 0.00 0.00 0.00 0. 1 1340 21.1 0.02 0.00 0.02 8.
1 D151 38 1.00 0.00 o.DD D. 1 1351 276 0.02 0.00 0.02 S.
I Duo 39 0.00 D.00 0.00 0. 1 1354 239 0.02 0.00 0.02 0.
1 0157 40 0.00 0.00 0.00 0. 1 1351 260 0.02 0.00 0.02 8.
1 0200 41 0.00 0.0D 0.00 0. 1 140D 281 O.02 0.00 0.02 3.
1 0203 42 0.00 O.DO 0.00 0. 1 1403 282 0.02 0.00 0.02 3.
_ 1 0206 43 0.00 0.00 0.00 0. 1 1406 283 0.02 0.00 0.02 7.
1 0209 44 D.00 0.00 0.00 0. 1 1409 284 0.02 0.00 0.02 1.
1 0212 45 0.00 0.00 0.00 0. 1 1412 295 0.02 0.00 0.02 3.

10 Year - Improved Conditions 11
1 0215 +6 1.10 0.10 1.01 0. ` 1 1915 286 0.02 0.00 0.02 3.
1 B210 93 0.00 0.00 0.00 0. ` t U18 283 0.02 0.01 0.02 7.
1 0221 48 0.00 0.00 0.00 0. • 1 3+21 288 0.a2 0.00 0.02 3.
1 022+ 49 0.00 0.00 0.00 0. • 1 1429 289 0.02 0.00 0.02 6.
1 a227 50 0.00 0.00 a.00 0 ` 1 1421 290 0.02 0.00 0.01 6.
1 0230 51 0.00 0.00 0.00 0.. ` 1 1430 291 0.02 0.00 0.01 6.
1 0233 52 0.00 0.00 0.00 0. ` 1 1433 292 0.01 0.00 0.01 6.
1 1
236 53 0.00 0.00 0.00 0. ` 1 1436 293 0.01 0.00 0.01 6.
1 a239 54 0.00 0.00 0.00 0. ` 1 1439 294 0.01 0.00 0.01 6.
1 0242 55 0.00 0.00 0.00 0. ` 1 1442 295 0.01 0.00 0.01 6.
1 0245 56 0.00 0.00 0.00 0. ` 1 1445 296 0.01 0.00 0.01 6.
1 0248 53 0.00 0.00 0.00 0. • 1 1448 297 0.01 0.00 0.01 6.
1 0251 58 0.00 0.00 0.00 0. ` 1 1451 290 0.01 O.DO 0.01 6.
1 0254 59 0.00 0.00 0.00 0. ` 1 1454 299 0.01 0.00 0.01 6.
1 0253 60 0.00 0.00 0.00 0. • 1 1450 300 0.01 0.00 0.01 6.
1 0300 61 0.00 0.00 0.00 0. ` 1 1500 301 0.01 0.00 0.01 6.
1 0302 62 0.00 0.00 0.00 0. 1 1503 302 0.01 0.00 0.01 5.
1 0306 63 0.00 0.00 0.00 0. • 1 1506 303 0.01 0.00 0.01 5.
1 0309 64 0.00 0.00 0.00 0. ` 1 1509 304 0.01 0.00 0.01 5.
1 0312 65 0.00 0.00 0.00 0. ` 1 1512 305 0.01 0.00 0.01 5.
1 0315 66 0.00 0.00 0.00 0. 1 1515 306 0.01 0.00 0.01 5.
1 0318 63 0.00 DAD 0.00 0. ` 1 1519 307 0.01 0.00 0.01 5.
1 0321 68 0.00 0.00 0.00 0. 1 1521 308 0.01 0.00 0.01 S.
1 0324 69 0.00 0.00 0.00 0. • 1 1524 309 0.01 0.00 0.01 5.
1 0321 30 0.00 0.00 0.00 0. • 1 1527 310 0.01 0.00 0.01 5.
1 0330 31 0.00 0.00 0.00 0. ` 1 1530 311 0.01 D.00 0.01 5.
1 0333 92 0.00 0.00 0.00 0. • 1 1533 312 0.01 0.00 0.01 5.
1 0336 33 0.00 0.00 0.00 0. • 1 1536 313 0.01 O.DO 0.01 5.
1 0339 34 0.00 0.00 0.00 0. ` 1 1539 314 0.01 0.00 0.01 4.
1 0342 35 0.00 0.00 0.00 D. ` 1 1542 315 0.01 0.00 0.01 4.
1 0345 36 0.00 0.00 0.00 0. ` 1 1545 316 0.01 0.00 0.01 4.
1 0348 73 0.00 0.00 0.00 0. 1 1548 317 0.01 0.00 0.01 4.
1 0351 38 0.00 0.00 0.00 0. 1 1551 318 0.01 0.00 0.01 4.
1 0354 79 0.00 0.00 0.00 0. • 1 1554 319 0.01 0.00 0.01 4.
1 0353 60 0.00 0.00 0.00 0. • 1 1553 320 0.01 0.00 0.01 4.
1 0400 81 0.00 0.00 0.00 0. • 1 1600 321 0.01 0.00 0.01 4.
1 D403 82 0.00 0.00 D.00 0. ' 1 1603 322 0.01 0.00 0.01 4.
1 0406 83 0.00 0.00 0.00 G. 1 1606 323 0.01 0.00 0.01 4.
1 0409 84 0.00 0.00 0.00 0. • 1 1609 324 0.01 0.00 0.01 4.
1 0412 85 0.00 0.00 D.00 0. • 1 1612 325 0.01 0.00 0.01 4.
1 0415 06 0.00 0.00 0.00 0. 1 1615 326 0.01 0.00 0.01 4.
1 0418 83 0.00 0.00 0.00 0. • 1 1618 321 0.01 0.00 0.01 4.
1 0421 86 0.00 O.DO D.00 0. • 1 1621 320 0.01 0.00 0.01 4.
1 0424 89 0.00 0.00 0.00 0. 1 1624 329 0.01 0.00 0.01 3.
1 0421 90 0.00 0.00 0.00 0. 1 1623 330 0.01 0.00 0.01 3.
1 0430 91 0.00 0.00 0.00 D. • 1 1630 331 0.01 0.00 0.01 3.
I 0403 92 0.00 0.00 0.00 0. 1 1633 332 0.01 0.00 0.01 3.
1 0436 93 0.00 0.00 0.00 0. 1 1636 333 0.01 0.00 0.01 3.
1 0439 94 0.00 SAO OAD 0. • 1 1639 324 0.01 0.00 0.01 3.
1 0442 95 0.00 0.00 0.00 0. I 1642 335 0.01 0.00 0.01 3.
1 0445 96 0.00 0.00 0.00 0. 1 1645 336 0.01 0.00 0.01 3.
1 0448 97 0.00 0.00 0.00 D. 1 1648 337 0.01 0.00 0.01 3.
1 0451 98 0.01 0.00 0.00 0. 1 1651 338 O.DI 0.00 0.01 3.
1 0454 99 0.01 0.00 0.00 0. • 1 1654 339 0.01 0.00 0.01 3.
1 0452 100 0.00 0.00 0.00 0. ` 1 1653 340 0.01 0.00 0.01 3.
1 0500 101 0.00 0.00 0.00 0. • 1 1700 341 0.01 0.00 0.01 3.
1 0503 102 0.01 0.00 0.00 0. 1 1303 342 0.01 0.00 OA1 3.
1 0506 103 0.01 0.00 0.00 0. ` 1 1706 343 0.01 0.00 0.01 3.
1 0509 104 0-01 0.00 0.00 0. 1 1309 344 0.01 0.00 0.01 3.
1 0512 105 0.01 0.00 0.00 0. • 1 1312 345 0.01 0.00 0.01 3.
1 0515 106 0.01 0.00 0.00 0. 1 1315 346 0.01 0.00 0.01 3.
1 0518 101 0.01 0.00 0.00 0. • 1 1919 343 0.01 0.00 0.01 3.
1 0521 108 3.01 0.00 0.00 0. 1 1321 348 0.01 0.00 0.01 3.
1 0524 109 D.01 D.00 0.00 0. • 1 1724 349 0.01 0.00 0.01 3.
1 0527 110 0.01 0.00 0.00 0. 1 1323 350 0.01 0.00 0.01 3.
1 0530 111 0.01 0.00 0.00 0. 1 1730 351 0.01 OAD 0.01 3.
1 0533 112 0.01 0.00 0.00 0. • 1 1733 352 0.01 0.00 0.01 3.
1 0536 113 0.01 0.00 0.00 0. 1 1736 353 0.01 0.00 0.01 3.
1 0539 114 0.01 0.00 0.00 0. ' 1 1339 354 0.01 D.00 0.01 3.
1 D542 115 0.01 0.00 0.00 0. 1 1042 355 0.01 0.06 0.01 J.
1 0545 116 0.01 0.00 OA0 0. 1 045 356 0.01 0.00 0.01 3.
1 0548 113 0.01 O.DO D.00 1. 1 1748 357 0.01 DAD 0.01 3.
1 0551 118 0.01 0.00 0.00 1. 1 1351 358 0.01 OAD 0.01 2.
1 0554 119 0.01 0.00 0AO 1. 1 1354 359 0.01 0.00 0.01 2.
1 0557 120 0.01 0.00 OAD 1. 1 1753 360 0.01 0.00 0.01 2.
1 0600 121 0.01 0.00 DAO 1. 1 1900 361 0.01 0.00 0.01 2.
1 0603 122 0.01 0.00 0.00 1. 1 1903 362 0.01 0.00 0.01 2.
1 0606 123 0.01 0.00 0.00 1. 1 1806 363 0.01 0.00 0.01 2.
1 0609 124 0.01 0.00 0.00 1. 1 1809 364 OAl 0.00 0.01 2.
1 0612 125 0.01 0.00 0.00 1. 1 1812 365 0.01 0.00 0.01 2.
1 0615 126 0.01 DAD 0.00 1. 1 1815 366 0.01 0.00 0.01 2.
1 0618 123 0.01 0.00 0.00 1. 1 1B48 363 0.01 0.00 0.01 2.
1 0621 128 0.01 0.00 0.00 1. 1 1821 368 0.01 0.00 0.01 2.
1 0624 129 0.01 0.00 0.00 1. 1 1824 369 0.01 0.00 0.01 2.
1 0629 130 0.01 0.00 0.00 1. 1 1823 330 0.01 0.00 0.01 2.
1 0630 131 0.01 0.00 0.00 1. 1 1830 391 0.01 0.00 0.01 2.
1 D633 132 0.01 0.00 0.00 1. 1 1933 372 0.01 0.00 0.01 2.
1 0636 133 0.01 0.00 0.00 1. 1 1836 373 0.01 OAO 0.01 2.
1 0639 134 0.01 0.00 OAO 1. 1 1819 374 0.01 0.00 0.01 2.
1 0642 135 0.01 0.00 D.00 1. 1 1042 335 0.01 D.OD 0.01 2.
1 0645 136 0.01 0.00 0.00 1. 1 1845 336 0.01 0.00 0.01 2.
1 0648 137 0.01 0.00 0.00 1. 1 1948 371 0.01 0.00 0.01 2.
1 0651 138 0.01 0.00 0.00 1. 1 1851 378 0.01 0.00 DAD 2.
1 0654 139 0.01 0.00 D.00 1. 1 1854 339 0.01 0.00 0.00 2.
1 0657 140 0.01 0.00 0.00 1. 1 1851 380 0.01 0.00 0.01 2.

10 Year- Improved Conditions 12
1 0700 "1 0.01 0.10 0.01 1. 1 1900 J81 0.01 0.00 0.01 2.
1 0103 112 O.OI 0.00 0.00 1. • 1 1903 382 O.00 O.00 0.00 2.
I 0106 143 0.01 0.00 0'00 1. ` 1 1906 383 0.00 0.00 0.00 2.
1 0109 144 0'01 0'00 0.00 1. • 1 1909 384 0.01 0.00 0.00 2.
1 0712 145 0.01 0.00 0.00 1. • 1 1912 385 0.01 a.00 0.00 2.
1 0115 146 0.01 0.00 0.00 1. • 1 1915 306 0.00 0.00 0.00 2.
1 0118 147 0.01 0.00 0.00 1. ' 1 1918 387 0.00 0.00 0.00 2.
1 0721 148 0.01 0.00 0.00 1. • 1 1921 388 0.00 0.00 0.00 2.
1 0724 149 0.01 0.00 9.00 1. ` 1 1924 389 0.00 0.00 0.00 2.
1 0727 150 0.01 0.00 0.00 1. • 1 1921 390 0.00 0.00 0.00 2.
1 0130 151 0.01 0.00 0.00 1. • 1 19]0 391 0.00 0.00 0.00 2-
.
1 113 152 0.01 0.00 0.00 1. • 1 193 3 2 0.00 0.00 0.00 2.
1 0736 153 0.01 0.00 0.00 1. • 1 1936 393 0.00 0.00 0.00 2.
1 0739 154 0.01 0.00 0.00 1. ' 1 1939 394 0.00 0.00 0.00 2.
1 0742 155 0.01 0.00 0.00 1. ' 1 1942 395 0.00 0.00 0.00 2.
1 0745 156 0.01 0.00 0.00 1. ` 1 1945 396 0.00 0.00 0.00 2.
1 0141 157 0.01 0.00 0.00 2. • 1 1948 391 0.00 0.00 0.00 2.
1 0151 158 0.01 0.00 0.00 2. ' 1 1951 398 0.00 0.00 0.00 2.
1 0754 159 0.01 0.00 0.00 2. • 1 1954 399 0.00 0.00 0.00 2.
1 0757 160 0.01 0.00 0.00 2. ' 1 1957 400 0.00 0.00 0.00 2.
1 0800 161 0.01 0.00 0.00 2. ' 1 2000 401 0.00 0.00 0.00 2.
1 0803 162 0.01 0.00 0.00 2. ` 1 2003 402 0.00 0.00 0.00 2.
1 0806 163 0.01 0.00 0.00 2. ` 1 2006 403 0.00 0.00 0.00 2.
1 0809 164 0.01 0.00 0.00 2. • 1 2009 404 0.00 0.00 0.00 2.
1 0812 165 0.01 0.00 0.00 2. • 1 2012 405 0.00 0.00 0.00 2.
1 0815 166 0.01 0.01 0.01 2. ' 1 2015 406 0.00 0.00 0.00 2.
1 0018 167 0.01 0.00 0.01 2. ' 1 2018 407 0.00 0.00 0.00 2.
1 0821 169 0.01 0.01 0.01 2. 1 2021 409 0.00 0.00 0.00 2.
1 0824 169 0.01 0.01 0.01 2. 1 2024 409 0.00 0.00 0.00 2.
1 0827 170 0.01 0.01 0.01 2. ' 1 2027 410 0.00 0.00 0.00 2.
1 0830 171 0.01 0.01 0.01 2. 1 2030 411 0.00 0.00 0.00 2.
1 0833 172 0.01 0.01 0.01 2. ` 1 2033 412 0.00 0.00 0.00 2.
1 0836 193 0.01 0.01 0.01 2. • 1 2036 413 0.00 0.00 DAD 2.
1 0839 174 0.01 0.01 0.01 2. 1 2039 414 0.00 0.00 0.00 2.
1 0842 175 0.01 0.01 0.01 2. * 1 2042 415 0.00 0.00 0.00 2.
1 0945 176 0.01 0.01 0.01 3. • 1 2045 416 0.00 0.00 0.00 2.
1 0848 111 0.01 0.01 0.01 3. 1 2040 417 0.00 0.00 0.00 2.
1 0851 178 0.01 0.01 0.01 3. 1 2051 418 0.00 0.00 0.00 2.
1 OB54 179 0.01 0.01 0.01 3. • 1 2054 419 0.00 0.00 0.00 2.
1 0857 180 0.01 0.01 0.01 3. 1 2057 420 0.00 0.00 0.00 2.
1 0900 181 0.01 0.01 0.01 3. ' 1 210D 421 0.00 O.DO 0.00 2.
1 0903 182 0.01 0.01 0.01 3. ' 1 2103 422 0.00 0.00 0.00 2.
1 0906 183 0.01 0.01 0.01 3. ' 1 2106 423 0.00 0.00 0.00 2.
1 0909 104 0.01 0.01 0.01 3. ` 1 2109 424 0.00 0.00 0.00 2.
1 0912 105 0.01 0.01 0.01 3. ` 1 2112 425 0.00 0.00 0.00 2.
1 0915 186 0.01 0.01 D.01 J. ` 1 2115 426 0.00 0.00 0.00 2.
1 0918 181 0.01 0.01 0.01 3. 1 211E 427 O.OD 0.00 0.00 2.
1 0921 l8B 0.01 0.01 0.01 3. • 1 2121 428 0.00 0.00 0.00 2.
1 0924 189 0.01 D.OI O.DI 3. 1 2124 429 D.00 0.00 0.00 2.
1 0920 190 0.01 0.01 0.01 4. 1 2129 430 0.00 0.00 O.DO 2.
1 0930 191 0.01 0.01 0.01 4. ' 1 2130 431 0.00 0.00 0.00 2.
1 0933 192 0.02 O.DI 0.01 4. 1 2133 432 0.00 0.00 0.00 2.
1 0936 193 0.02 0.01 0.01 4. 1 2136 433 0.00 0.00 0.00 2.
1 0939 194 0.02 0.01 0.01 4. ` 1 2139 434 0.00 0.00 0.00 2.
1 0942 195 0.02 0.01 D.01 4. ' 1 2142 435 0.00 0.00 0.00 2.
1 0945 196 0.02 0.01 0.01 4. 1 2145 436 0.00 0.00 0.00 2.
1 0948 197 0.02 0.01 0.01 4. 1 2148 437 0.00 0.00 0.00 2.
1 0951 198 0.02 0.01 0.01 4. ' 1 2151 438 O.OD 0.00 0.00 2.
1 0954 199 0.02 0.01 0.01 4. 1 2154 439 0.00 0.00 0.00 2.
1 0957 200 0.02 0.01 D.01 4. ` 1 2157 440 0.00 0.00 0.00 2.
1 1000 201 0.02 0.01 0.01 4. 1 2200 441 0.00 0.00 0.00 2.
1 1003 202 0.02 0.01 0.01 5. 1 2203 442 0.00 0.00 0.00 2.
1 1DO6 203 0.02 0.01 0.01 5. 1 2206 443 0.00 O.OD 0.00 2.
1 1009 204 0.02 0.01 0.01 5. 1 2209 444 0.00 0.00 0.00 2. _
1 1012 205 0.02 0.01 0.01 5. 1 2212 445 0.00 0.00 0.00 1.
1 1015 206 0.02 0.01 0.01 5. • 1 2215 446 0.00 0.00 0.00 1.
1 1018 207 0.02 0.01 0.01 5. 1 2219 447 O.OD 0.00 0.00 1.
1 1021 208 0.02 0.01 0.01 5. 1 2221 448 0.00 0.00 0.00 1.
1 1024 209 0.02 0.01 0.01 S. 1 2224 449 0.00 0.00 DAD 1.
1 1027 210 0.02 0.01 0.02 6. 1 2227 450 0.00 0.00 0.00 1.
1 1030 211 0.02 O.DI 0.02 6. ' 1 2230 451 0.00 0.00 0.00 1.
1 1033 212 0.02 0.01 0.02 6. 1 2233 452 0.00 0.00 0.00 1.
1 1036 213 0.02 0.01 0.02 6. 1 2236 453 0.00 0.00 0.00 1.
1 1039 214 0.02 0.01 0.02 6. 1 2239 454 O.OD 0.00 0.00 1.
1 1042 215 0.02 0.01 0.02 6. • 1 2242 455 DAD 0.00 0.00 1.
1 1045 216 0.02 0.01 0.02 ). 1 2245 456 0.00 0.00 0.00 1.
1 1049 211 0.02 0.01 0.02 1. 1 2248 457 0.00 0.00 0.00 1.
1 1051 218 0.02 0.01 0.02 1. 1 2251 458 0.00 0.00 0.00 1.
1 1054 219 0.02 0.0 1 0.02 1. 1 2254 459 0.00 0.00 0.00 1.
1 1057 220 0.03 0.01 0.02 1. 1 2257 460 0.00 0.00 0.00 1.
1 1100 221 0.03 0.01 0.02 1. 1 2300 461 0.00 0.00 0.00 1.
1 1103 222 0.03 OA1 0.02 8. 1 2303 462 0.00 0.00 0.00 1.
1 1106 223 0.03 0.a1 0.02 8. 1 2306 463 0.00 0.00 0.00 1.
1 1109 224 0.03 0.01 0.02 B. 1 2309 464 0.00 0.00 0.00 1.
1 1112 225 0.03 0.01 0.02 9. 1 2312 465 0.00 MO 0.00 1.
1 1115 226 0.03 0.01 0.03 9. 1 2315 466 O.OD 0.00 0.00 1.
1 1118 227 0.03 0.01 0.03 9. 1 2318 467 0.00 0.00 0.00 1.
1 1121 228 0.04 0.01 0.03 10. 1 2321 469 DAD 0.00 O.O0 1.
1 1124 229 0.04 0.01 0.03 11. 1 2324 469 0.00 0.00 0.00 1.
1 1127 230 a.04 0.01 0.03 11. 1 2327 43D 0.00 0.00 0.00 1.
1 1130 231 0.04 0.01 0.03 12. 1 2330 471 0.00 0.00 O.DO 1.
1 1133 232 0.06 0.01 0.05 13. 1 2333 472 0.00 0.00 0.00 1.
1 1136 213 0.06 0.01 O.OS 14. 1 2336 473 a.00 0.00 0.00 1.
1 1139 234 0.09 0.01 0.07 16. 1 2339 474 0.00 0.00 0.00 1.
1 1142 235 0.09 0.01 0.07 19. 1 2342 4"75 0.00 0.00 OAO 1.

10 Year - Improved Conditions 13
1 1145 236 0.12 0.02 0.10 23. I 2315 476 0.0E 1.00 0.00 1.
I 114E 237
0.12 0.02 0.10 28. 1 2348 471 0.0E 0.00 0.0E 1.
1 1151 238 0.15 0.02 0.13 33. • 1 2351 470 0.00 0.00 0.00 1.
1 1154 239 0.15 0.02 0.13 30. • 1 2354 479 0.00 0.00 0.00 1.
1 1157 240 0.29 0.03 0.26 46. 1 2357 480 0.00 0.00 0.00 1.
..'.....'..e....u..«e............u•.......r....v.e.e......................... ...... .....................................
TOTAL RAINFALL - 7.00, TOTAL LASS 1.41, TOTAL EXCESS - 5.59
PEAK FLOW Tuff MAXIMUM AVERAGE FLAM
6-HR 24-HR 12-HR 23.95-HR
(CFS) (RAI
(CFS)
94. 12.15 15. 5. 5. 5.
ONCMESL 4.375 5.5902 5.502 5.582
(AC-FT) l- 9. 9. 9.
CUMULATIVE AREA - 0.03 SQ M1
.'. ... ... ... ... ... ... ... ... ... ... ... ... ... ... .e. .'. ... e.. ... ... ... ... ... ... ... ... ... ... ... ... ... ...
70 KK ' junct '
72 KO OUTPUT CONTROL VARIABLES
IPBM 0 PRINT CONTROL
IPLOT 0 PLOT CONTROL
QSCAL 0. HYOROGRAPH PLAT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
IOUT 22 SAVE HYOROGRAPH ON THIS UNIT
ISAVI 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIRE INTERVAL IN MOMS
73 HC HYOROGRAPH COMBINATION
ICOMP 2 NUMBER OF HYDRCGRAPHS TO COMBINE
ueu'u............................:•'u•u..••••.«.••....uu..•................ ............ v.'.........'.r.
HYOROGRAPH AT STATION junct
SUM OF 2 HYOROGRAPHS
..e......................................-.....................................................................................
'.
CA MON HRMN ORD FLOW • DA MON HANN ORD FUJN OA MON HAMM ORD FIW OA MON HRM! ORD FIAM
1 0000 1 0. 1 060E 121 2. ` t 1200 241 90. 1 1800 361 5.
1 0003 2 0. • 1 0603 122 2. 1 1203 242 Ill. 1 1803 362 5.
1 0006 3 0. 1 0606 123 2. • 1 1206 243 132. 1 IR06 363 5.
I 0009 4 0. 1 04D9 124 2. • 1 1209 244 141. 1 1809 364 5.
1 0012 5 0. 1 0612 125 2. 1 1212 245 153. 1 1912 365 5.
1 0015 6 0. 1 0615 126 2. 1 1215 246 150. 1 1815 366 5.
1 0018 1 0. 1 0618 127 2. • 1 1210 24l 144. 1 1818 367 S.
1 0021 0 0. 1 0621 128 2. 1 1221 248 137. 1 1921 368 B.
1 0024 9 0. 1 0624 129 2. 1 1224 249 126. 1 1824 369 5.
1 0027 10 0. • 1 0627 130 2. 1 1227 250 119. 1 1827 370 5.
1 0030 11 0. 1 0630 131 2. 1 1230 251 108. 1 183E 371 4.
1 0033 12 0. ' 1 0633 132 2. 1 1233 252 97. 1 1833 372 4.
1 0036 13 0. 1 E636 133 2. 1 1236 253 86. 1 1836 373 4.
1 0039 14 0. 1 0639 134 2. 1 1239 254 76. 1 1839 374 4.
1 0042 15 0. 1 0642 135 2. 1 1242 255 60. 1 1842 375 4.
1 0045 16 0. 1 0645 136 2. 1 1245 256 60. 1 1045 376 4.
1 0048 Il 0. 1 0648 137 2. 1 1240 257 54. 1 184E all 4.
1 0051 IB 0. ` 1 0651 138 2. 1 1251 258 49. 1 1851 378 4.
1 0054 19 0. 1 0654 139 3. 1 1254 259 44. 1 1854 379 4.
1 0057 20 0. 1 0657 140 3. 1 1257 260 40. 1 1857 3H0 4.
1 0100 21 0. ` 1 0700 141 3. 1 1300 261 37. 1 1900 381 4.
1 0103 22 0. 1 0703 142 3. 1 1303 262 34. 1 1903 382 4.
1 0106 23 0. 1 0706 143 3. 1 1306 263 31. 1 1906 383 4.
1 0109 24 0. 1 0709 144 3. 1 1309 264 29. 1 1909 304 4.
1 0112 25 0. 1 0712 145 3. 1 1312 265 27. 1 1912 385 4.
1 0115 26 0. 1 0715 146 3. 1 1315 266 26. 1 1915 386 4.
1 0118 27 0. 1 0718 147 3. 1 1310 267 25. 1 1918 307 4.
1 0121 28 0. 1 0721 148 3. 1 1321 269 23. 1 1921 388 4.
1 0124 29 0. 1 V24 149 3. 1 1324 269 22. 1 1924 389 4.
1 0127 30 0. 1 0127 150 3. 1 1327 270 22. 1 1921 390 4.
1 0130 31 0. 1 0730 151 3. 1 113E 271 21. 1 1930 391 4.
1 0133 32 0. 1 0733 152 3. 1 1333 272 20. 1 1933 392 4.
1 0136 33 0. 1 0136 153 3. 1 1336 273 20. 1 1936 393 4.
1 0139 34 0. 1 0739 154 A. 1 1339 274 19. 1 1939 394 4.
1 0142 35 0. 1 0112 155 4. 1 1342 27.5 19. 1 1942 395 4.
1 0145 36 0. 1 0745 156 4. 1 1345 276 I0. 1 1945 396 4.
1 014E 17 0. 1 014E 157 4. 1 11" 271 18. 1 1948 397 4.

10 Year - Improved Conditions 14
t O151 38 0. • 1 0)51 158 1. 1 1351 2]B 17. • I 1951 398 1.
1 0154 39 0. • 1 0)54 159 9. ' 1 1359 2]9 17. I 1954 399 4.
1 0157 40 0. ' 1 0757 160 4. ' 1 1357 28D 16. ' 1 1957 400 4.
1 0200 91 0. ' 1 0800 ]61 4. 1 1400 291 16. • 1 2000 401 4.
] 0201 42 0. • 1 080] 162 0. 1 1903 282 16. t 2003 102 4.
1 0206 9J 0. • 1 0806 163 4. ` 1 1406 283 15. 1 2 00 6 403 4.
1 0209 44 0. 1 0809 164 4. ` 1 1409 284 15. 1 2009 4045 4.
t 0212 45 0. • 1 0812 165 1. 1 1912 285 15. 1 2012 405 4.
1 0215 46 0. 1 0015 166 4. • 1 1415 286 14. • 1 2015 406 4.
1 0218 9] 0. ' 1 OBIS 16T 5. 1 1418 28l 14. I 2111 40] 4.
1 0221 90 0. • 1 0821 ]68 S. 1 1421 288 14. 1 1021 408 4.
1 0224 49 0. ' 1 0824 169 5. 1 1924 289 14. 1 2024 409 I.
1 022) 50 0. ' 1 0827 1]0 5. • 1 l92] 290 14. ` 1 2027 410 4.
1 0230 51 0. " 1 0830 171 5. ' 1 1430 291 13' 1 2030 411 4.
1 0233 52 0. • 1 083] 172 5. • 1 1433 292 13. 1 2033 412 4.
1 0236 53 0. 1 0836 173 5. 1 1436 293 13. 1 2036 413 4.
1 0239 54 0. • 1 0839 174 S. • 1 1439 294 13. • 1 2039 414 4.
1 0242 55 0. ' 1 0842 175 6. • 1 1442 295 13. ' 1 2042 415 4.
1 0245 56 0. ] 0845 176 6. • 1 1445 296 12. • 1 2045 416 1.
1 0249 51 0. • 1 0848 117 6. 1 1448 297 12. 1 2049 417 4.
1 0251 58 0. ' 1 0851 178 6. 1 1451 298 12. 1 2051 419 4.
1 0254 59 B. 1 0854 179 6. 1 1454 299 12. 1 2054 419 4.
1 0257 60 0. ` 1 0857 100 6. 1 1457 300 12. 1 2057 420 3.
1 03DO 61 0. ' 1 0900 181 6. 1 1500 301 12. 1 2100 421 3.
1 0303 62 0. ' 1 0903 182 1. ' 1 1503 302 11. 1 2103 422 3.
1 0306 63 0. • 1 0906 183 1. 1 1506 303 11. 1 2106 423 3.
1 0309 64 0. ' 1 0909 184 1. ` 1 1509 304 11. 1 2109 424 3.
1 0312 65 D. 1 0912 185 1. • 1 1512 305 11. 1 2112 425 3.
1 0315 66 0. 1 0915 106 1. 1 1515 306 11. 1 2115 426 3.
1 0318 61 0. 1 091E 187 1. 1 1510 307 11. 1 2119 427 3.
1 0321 68 0. • 1 0921 189 B. ` 1 1521 308 10. 1 2121 428 3.
1 0324 69 0. ' 1 0924 189 B. • 1 1524 309 10. 1 2124 429 3.
1 0327 10 0. • 1 0927 190 S. • 1 1527 310 10. 1 2127 430 3.
1 0330 71 0. ' 1 0930 191 B. ' 1 1530 311 10. 1 2130 431 3.
1 0333 72 0. 1 0933 192 8. 1 1533 312 1D. 1 2133 432 3.
1 0336 13 0. 1 0936 193 8. 1 1536 313 10. 1 2136 433 3.
1 0339 74 0. 1 0939 194 9. 1 1539 314 10. 1 2139 434 3.
1 0342 75 0. ` 1 0942 195 9. • 1 1542 315 9. 1 2142 935 3.
1 0345 76 0. • 1 0945 196 9. 1 1545 316 9. 1 2145 436 3.
1 0348 )] 0. • 1 0948 197 9. • 1 1548 317 9. 1 214E 437 3.
1 0351 )8 0. 1 0951 198 9. 1 1551 319 9. 1 2151 438 3.
1 0354 19 0. • 1 0954 199 9. ' 1 1554 319 9. 1 2154 439 3.
1 0357 80 0. ' 1 0957 200 10. ` 1 1557 320 9. 1 2157 440 3.
1 0400 81 0. 1 1000 201 10. 1 1600 321 8. 1 2200 441 3.
1 0403 82 0. 1 1003 202 10. 1 1603 322 8. 1 2203 442 3.
1 0406 83 1. 1 1006 203 10. 1 1606 323 8. 1 2206 443 3.
1 0409 84 1. 1 1009 204 10. 1 1609 324 8. 1 2209 444 3.
- 1 0412 85 1. 1 1012 205 11. 1 1612 325 8. 1 2212 445 3.
1 0415 86 1. +1 1015 2D6 11. 1 1615 326 8. 1 2215 446 3.
1 0418 81 1. 1 1018 207 11. 1 1618 327 S. 1 2218 447 3.
1 0421 88 1. 1 1021 208 11. 1 1621 328 1. 1 2221 440 3.
1 0424 89 1. 1 1024 209 12. 1 1624 329 7. 1 2224 449 3.
1 0427 90 1. 1 1D27 21D 12. 1 1627 330 1. 1 2227 45D 3.
1 0430 91 1. 1 1030 211 12. 1 1630 331 1. 1 2230 451 3.
1 0433 92 1. 1 1033 212 12. 1 1633 332 1. 1 2233 452 3.
1 0436 93 1. ' 1 1036 213 13. 1 1636 333 ). 1 2236 453 3.
1 0439 94 1. • 1 1035 214 13. 1 1639 334 1. 1 2239 454 3.
1 0442 95 1. 1 1042 215 13. 1 1642 335 7. 1 2242 455 3.
1 0445 96 1. • 1 1045 216 14. 1 1645 336 7. 1 2245 456 3.
1 0448 91 1. • 1 1D48 211 14. 1 1648 337 1. 1 224E 457 J.
1 0451 98 1. 1 1051 218 14. 1 1651 339 1. 1 2251 458 3.
1 0454 99 1. 1 1054 219 15. 1 1654 339 1. 1 2254 459 3.
1 0457 111 1. 1 1057 220 15. 1 1657 34D A. 1 2257 460 3.
1 0500 101 1. 1 110D 221 15. ' 1 13D0 311 6. 1 2300 461 3.
1 0503 102 1. 1 1103 222 16. 1 1703 342 6. 1 2303 462 3.
1 0506 103 1. 1 1106 223 16. 1 1106 343 6. 1 2306'463 3.
1 0509 104 1. ` 1 1109 224 11. ` 1 1709 344 6. 1 2309 464 3.
1 0512 105 1. 1 1112 225 ll. 1 1712 345 6. 1 2312 465 3.
1 0515 106 1. 1 1115 226 18. 1 1715 346 6. 1 2315 466 3.
1 0518 107 1. 1 1118 227 19. 1 1718 347 6. 1 2310 467 3.
1 0521 108 1. 1 1121 228 20. 1 1721 348 6. 1 2321 466 3.
1 0524 109 1. 1 1124 229 21. 1 1724 349 6. 1 2324 469 3.
1 0527 110 1. 1 1127 230 22. 1 1727 350 6. 1 2327 470 3.
1 0530 111 1. 1 1120 231 23. 1 1730 351 6. 1 2330 471 3.
1 0533 112 1. 1 1133 232 24. 1 1133 352 6. 1 2333 472 3.
1 0536 113 1. 1 1136 233 26. 1 1136 353 6. 1 2336 473 3.
1 0539 114 1. 1 1139 234 21. 1 1739 354 5. 1 2339 474 3.
1 0542 115 1. 1 1142 235 33. 1 1742 355 5. 1 2342 475 3.
1 0545 116 2. 1 1145 236 38. 1 1745 356 5. 1 2345 476 3.
1 0518 117 2. 1 1148 237 45. 1 1749 357 5. 1 2348 4]] 3.
1 0551 118 2. " 1 1151 238 53. 1 1751 358 5. 1 2351 478 3.
1 0554 119 2. 1 1154 239 61 1 1'154 359 5. 1 2354 479 3.
1 0557 120 2. • 1 1157 240 l2. 1 1757 360 5. 1 2357 480 3.
...................................................................................................................................
PEAK FIAW TIME MAXIMUM AVERAGE FIOM
6-RR 24-IIR l2-Y.R 23.95-IIR
ICF51 (HP)
(CF5)
153. 12.20 31. 10. 10. 10.
(INCRE5) 4.539 5.864 5.664 5.864
(AC-FT) 16. 20. 20. 20.
CUMULATIVE AREA = 0.06 50 111

10 Year- Improved Conditions 15
.. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
... ... ... ... ... ...
14 KK FOND
et•'"•••"••••Oeten[ion P..d
76 KO OUTPUT CONTROL VARIABLES
IPRNT 0 PRINT CONTROL
IPLOT 0 PLOT CONTROL
DECAL 0. HVDROGPAPK PLOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
TOUT 22 SAVE HYDROGRAPH ON THIS MIT
ISAVI l FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
HYDROGRAPH ROUTING DATA
T] RE STORAGE ROUTING
NSI'PS 1 NUMBER OF SUBREACHES
1TYP ELEV TYPE OF INITIAL CONDITION
RSVRIC 94.00 INITIAL CONDITION
K 0.00 MORKING R AND D COEFFICIEM
18 EA AREA 2.4 2.6 2.6 3.0 3.3 3.5 3.8
19 SE ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 91.00
80 SO DISCHARGE D. 1. 2. 36. 97. 179. 290.
81 SE ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 93.00
COMPUTED STORAGE-ELEVATION DATA
STORAGE 0.00 1.25 2.61 4.08 5.66 7.35 9.10
ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 97.00
COMPUTED STORAGE-OUTFLOW-ELEVATION DATA
STORAGE 0.00 1.25 2.61 4.08 5.66 7.35 9.10
OUTFLOW 0.00 0.60 2.10 36.40 97.20 179.30 290.00
ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 97.00
...........................................................................................................................
HYDROGRAPH AT STATION FOND
................................................................................---...............
,...
DA MON HRMN ORD 9UTF14A STORAGE STAGE DA MON HRMN ORD OUTFOW STORAGE STAGE DA MON MT. ORD OUTFUN STORAGE STAGE
1 0000 1 0. O.D 94.0 1 OBDO 161 0. 0.6 94.2 1 1600 321 10. 3.0 95.1
1 0003 2 0. 0.0 94.0 ' 1 0903 162 0. 0.6 94.2 1 1603 322 10. 2.9 95.1
1 0006 3 0. 0.0 94.0 ' 1 0806 163 0. 0.6 94.3 1 1606 323 10. 2.9 95.1
1 0009 4 0. 0.0 94.D 1 0809 164 0. 0.7 94.3 1 1609 324 10. 2.9 95.1
1 0012 5 0. 0.0 94.0 ' 1 0812 165 0. 0.7 94.3 1 1612 325 10. ' 2.9 95.1
1 0015 6 0. 0.0 94.0 • 1 0915 166 0. 0.7 94.3 1 1615 326 9. 2.9 95.1
1 0018 1 0. 0.0 94.0 ' 1 0810 167 0. 0.3 94.3 1 1618 327 9. 2.9 95.1
1 0021 8 0. 0.0 94.0 1 0821 168 D. D.1 94.3 1 1621 328 9. 2.9 95.1
1 0024 9 0. 0.0 94.0 • 1 0824 169 0. 0.3 94.3 • 1 1624 329 9. 2.9 95.1
1 0021 10 0. 0.0 94.0 1 0027 170 0. 0.8 94.3 1 1627 330 9. 2.9 95.1
1 0030 11 0. 0.0 94.0 1 0830 171 0. 0.8 94.3 1 1630 331 9. 2.9 95.1
1 0033 12 0. 0.0 94.0 • 1 0833 172 0. 0.8 94.3 1 1633 332 S. 2.9 95.1
1 0036 13 0. O.0 94.0 1 0836 173 0. 0.8 94.3 I 1636 333 B. 2.9 95.1
1 0039 14 0. 0.0 94.0 1 0839 174 0. 0.8 94.3 1 1639 334 B. 2.9 95.1
I 0042 15 0. 0.0 94.0 1 0842 175 0. 0.9 94.3 1 1642 335 8. 2.9 95.1
1 0045 16 0. 0.0 94.0 1 0845 176 0. 0.9 94.4 1 1645 336 B. 2.9 95.1
1 0048 17 0. 0.0 94.0 1 084E 177 0. 0.9 94.4 1 1643 337 8. 2.9 95.1
1 0051 18 0. 0.0 94.D ' 1 0851 119 0. 0.9 94.4 1 1651 338 8. 2.9 95.1
1 0054 19 0. 0.0 94.0 1 0854 179 0. 0.9 94.4 1 1654 339 8. 2.8 95.1
1 0057 20 0. 0.0 94.0 1 0857 190 0. 1.0 94.4 1 1657 340 8. 2.8 95.1
1 0100 21 0. 0.0 94.0 1 0900 181 U. 1.0 94.4 1 1700 341 1. 2.8 95.1
1 0103 22 0. 0.0 94.0 • 1 0903 182 G. 1_0 94.4 1 1703 342 1. 2.0 95.1
1 0106 23 0. 0.0 94.0 1 0906 191 1. 1.0 94.4 1 1706 343 1. 2.8 95.1
1 0109 24 0. 0.0 94.0 1 0909 184 1. 1.1 94.4 1 1309 344 ). 2.8 95.1
1 0112 25 0. 0.0 94.0 1 0912 185 1. 1.1 04.4 1 1712 345 1. 2.8 95.1
1 0115 26 0. 0.0 94.0 1 0915 106 1. 1.1 94.5 1 1715 346 1. 2.8 95.1
1 0118 21 0. 0.0 94.0 1 0918 191 1. 1.2 94.5 1 1719 347 1. 2.0 95.1
1 0121 28 0. 0.0 94.0 1 0921 188 I. 1.2 94.5 1 1121 348 1. 2.0 95.1
1 0124 29 0. 0.0 94.0 1 0924 189 1. 1.2 94.5 1 1721 349 1. 2.B 95.1
1 0123 30 0. 0.0 94.0 1 0927 190 1. 1.2 94.5 1 1727 350 Y. 2.8 95.1
1 0130 31 0. 0.0 94.0 1 0930 191 1. 1.3 94.5 1 1130 351 1. 2.8 95.1
1 0133 32 0. 0.0 94.D 1 0933 192 1. 1.3 94.5 1 1133 352 6. 2.8 95.1
1 0136 33 0. 0.0 94.0 1 0936 193 1_ 1.3 94.5 1 173, 353 6. 2.8 95.1
1 0139 34 0. 0.0 94.0 1 0939 194 1. 1.4 94.5 1 173n 354 6. 2.8 95.1

10 Year -Improved Conditions 16
1 0111 35 0. 0.0 94.0 • 1 0942 191 1. 1.4 94.6 • 1 1942 355 6. 2.8 95.]
1 0145 36 0. 0.0 990 • 1 0945 196 1. 1.4 91.6 ' 1 1345 356 6. 2.0 95.1
1 0140 33 0. 0.0 94..0 • 1 0948 199 1. 1.5 94.6 • 1 1348 353 6. 2.B 95.1
1 0151 38 0. 0.0 94.0 • 1 0951 198 1. 1.5 94.6 • 1 1351 358 6. 2.8 95.1
1 0154 39 U. 0.0 94.0 ' 1 0954 199 1. 1.5 94.6 ' 1 1354 359 6. 2.8 95.1
1 0152 40 0. 0.0 94.0 • 1 0953 200 1. 1.6 94.6 • 1 22 360 6. 2.8 95.1
1 0200 41 0. 0.0 14.0 • 1 1010 201 1. 1.6 94.6 • 1 1800 361 6. 2.8 95.1
1 0203 92 0. 0.0 94.0 1 1003 202 1. 1.1 99.6 ' 1 1003 ]62 6. 2.8 95.1
1 0206 43 0. 0.0 94.0 • 1 1006 203 1. 1.9 94.9 • 1 ISD6 363 6. 2.0 95.1
1 0209 44 0. 0.0 94.0 • 1 1009 204 1. 1.7 94.7 • 1 1B09 364 6. 2.8 95.1
1 0212 45 0. 0.0 94.0 • 1 1012 205 1. 1.8 94.3 ' 1 1812 365 5. 2.8 95.0
1 0215 46 0. 0.0 94.0 • 1 1015 206 1. 1.8 94.3 ` 1 1815 366 5. 2.8 95.0
1 0216 43 0. 0.0 94.0 • 1 101E 203 1. 1.9 94.3 • 1 1810 363 5. 2.7 95.0
1 0221 48 0. 0.0 94.0 • 1 1021 209 1. 1.9 94.3 ' 1 1821 368 5. 2.7 95.0
1 0224 49 0. 0.0 94.0 • 1 1024 209 1. 1.9 94.3 ' 1 1824 369 5. 2.3 95.0
1 0223 50 0. 0.0 94.0 • 1 1027 210 1. 2.0 94.8 ' 1 1823 330 5. 2.3 95.0
1 0230 51 0. 0.0 94.0 ' 1 1030 211 1. 2.0 94.8 ' 1 1830 331 5. 2.3 95.0
1 0233 52 0. 0.0 94.0 ' 1 1033 212 1. 2.0 94.8 1 1833 332 S. 2.7 95.0
1 0236 53 0. 0.0 94.0 • 1 1036 213 2. 2.1 94.8 • 1 1836 373 5. 2.3 95.0
1 0239 54 0. 0.0 94.0 • 1 1039 214 2. 2.1 94.8 ' 1 1839 374 5. 2.7 95.0
1 0242 55 0. 0.0 94.0 1 1042 215 2. 2.2 94.8 ' 1 1842 335 5. 2.7 95.0
1 0245 56 0. 0.0 94.0 ' 1 1045 216 2. 2.2 94.9 ' 1 1845 376 S. 2.7 95.0
1 0248 53 0. 0.0 94.0 1 1048 213 2. 2.3 94.9 • 1 1848 377 5. 2.7 95.0
1 0251 58 0. 0.0 94.0 1 1051 218 2. 2.3 94.9 • 1 1051 378 S. 2.3 95.0
1 0254 59 0. 0.0 94.0 ' 1 1054 219 2. 2.4 94.9 ' 1 1854 339 S. 2.7 95.0
1 0251 60 0. 0.0 94.0 ' 1 1053 220 2. 2.4 94.9 ' 1 1853 380 5. 2.7 95.0
1 0300 61 0. 0.0 94.0 1 1100 221 2. 2.5 95.0 • 1 19DO 381 5. 2.3 95.0
1 0303 62 0. 0.0 94.0 • 1 1103 222 2. 2.6 95.0 • 1 1903 382 5. 2.7 95.0
1 0306 63 0. 0.0 94.0 • 1 1106 223 2. 2.6 95.0 • 1 1906 383 5. 2.3 95.0
1 0309 64 0. 0.0 94.0 ' 1 1109 224 4. 2.7 95.0 . 1 1909 384 5. 2.3 95.0
1 0312 65 0. 0.0 94.0 ' 1 1112 225 5. 2.3 95.0 • 1 1912 385 4. 2.3 95.0
1 0315 66 0. 0.0 94.0 • 1 1115 226 6. 2.8 95.1 • 1 1915 386 4. 2.7 95.0
1 0318 63 0. 0.0 94.0 • 1 1119 223 3. 2.8 95.1 1 191E 369 4. 2.3 95.0
1 D321 68 0. 0.0 94.0 ' 1 1121 228 S. 2.9 95.1 1 1921 388 4. 2.7 95.0
1 0324 69 0. 0.0 94.0 • 1 1124 229 9. 2.9 95.1 1 1924 399 4. 2.3 95.0
1 0327 30 0. 0.0 94.0 ` 1 1123 230 10. 3.0 95.1 1 1927 390 4. 2.3 95.0
1 0330 71 0. 0.0 94.0 ' 1 1130 231 I1. 3.0 95.1 ' 1 1930 391 4. 2J 95.0
1 0133 32 0. 0.0 94.0 ' 1 1133 232 13. 3.1 95.2 1 1931 392 4. 2.7 95.0
1 0336 33 0. 0.0 94.0 ' 1 1136 233 14. 3.1 95.2 1 1936 393 4. 2.3 95.0
1 0339 34 0. O.D 94.0 . 1 1139 234 15. 3.2 95.2 • 1 1939 394 4. 2.7 95.0
1 0342 75 0. 0.0 94.0 • 1 1142 235 16. 3.2 95.2 ' 1 1942 395 4. 2.3 95.0
1 0345 36 0. O.D 94.0 • 1 1145 236 18. 3.3 95.2 1 1945 396 4. 2.3 95.0
1 0348 77 0. 0.0 94.0 1 114E 239 20. 3.4 95.3 • 1 1948 397 4. 2.3 95.0
1 0351 78 0. 0.0 94.0 ' 1 1151 238 23. 3.5 95.3 1 195i 398 4. 2.7 95.0
1 0354 79 0. 0.0 94.0 • 1 1154 239 26. 3.6 95.3 1 1954 399 4. 2.1 95.0
1 0353 80 0. 0.0 94.0 • 1 1153 240 30. 3.8 95.4 1 1957 400 4. 2.3 95.0
1 0400 81 0. 0.0 94.0 1 1200 241 35. 4.0 95.5 1 2000 401 4. 2.9 95.0
1 0403 02 0. 0.0 94.0 1 1203 242 43. 4.3 95.6 1 2003 402 4. 2.7 95.0
1 0406 83 0. 0.0 /94.0 ' 1 1206 243 55. 4.5 95.6 • 1 20D6 403 4. 2.7 95.0
1 0409 84 0. 0.0 94.0 1 1209 244 61. 4.9 95.8 1 2009 404 4. 2.7 95.0
1 0412 05 0. 0.0 94.0 1 1212 245 39. 5.2 95.9 ' 1 2D12 405 4. 2.7 95.0
1 0415 86 0. 0.0 94.0 1 1215 246 90. 5.5 95.9 ' 1 2015 406 4. 2 J 95.0
1 0418 83 0. 0.0 94.0 • 1 1218 243 99. 5.7 96.0 ' 1 201E 403 4. 2.7 95.0
1 0421 BB O. D.0 94.0 • 1 1221 248 106. 5.8 96.1 1 2021 40B 4. 2.3 95.0
1 0424 89 0. 0.0 94.0 1 1224 249 Ill. 5.9 96.1 1 2024 409 4. 2.7 95.0
1 0421 90 0. 0.0 94.0 ' 1 1227 250 113. 6.0 96.1 1 2023 410 4. 2.7 95.0
1 0430 91 0. 0.0 94.0 1 1230 251 113. 6.0 96.1 1 2030 411 4. 2.3 95.0
1 0433 92 0. 0.1 94.0 1 1233 252 Ill. 6.0 96.1 1 2033 412 4. 2.3 95.0
1 0436 93 0. 0.1 94.0 • 1 1236 253 108. 5.9 96.1 1 2036 413 4. 2.7 95.0
1 0439 94 0. 0.1 94.0 1 1239 254 103. 5.0 56.0 1 2039 414 4. 2.1 95.0
1 0442 95 0. 0.1 94.0 1 1242 255 97. 5.2 96.0 1 2042 115 4. 2.9 95.0
1 0445 96 0. 0.1 94.0 1 1245 256 92. 5.5 96.0 1 2045 416 4. 2.7 95.0
1 0448 51 0. 0.1 94.0 ` 1 1248 257 83. 5.4 95.9 1 2D48 417 4. 2.7 95.0
1 0451 98 0. 0.1 94.0 1 1251 258 82. 5.3 95.9 1 2051 418 4. 2.3 95.0
1 0454 99 0. 0.1 94.0 1 1254 259 77. 5.1 95.8 1 2054 419 4. 2.7 95.0
1 0453 10D 0. D.1 54.0 1 1257 260 72. 5.0 95.8 1 2057 420 4. 2.7 95.0
1 0500 101 0. 0.1 94.0 1 1300 261 63. 4.9 95.9 1 2103 421 4. 2.7 95.0
1 0503 102 0. 0.1 94.0 1 1303 262 62. 4.7 95.3 1 2102 422 4. 2.7 95.0
1 0506 103 0. 0.1 94.0 1 1306 263 58. 4.6 95.3 1 2106 423 4. 2.7 95.0
1 0509 104 0. 0.1 94.0 1 1309 264 54. 4.5 95.6 1 2101 424 4. 2.7 95.0
1 0512 105 0. 0.1 94.0 1 1312 265 50. 4.4 95.6 1 211' 425 4. 2.7 95.0
1 0515 106 0. 0.1 94.0 1 1315 266 46. 4.3 95.6 1 2115 426 4. 2.7 95.D
1 0518 103 0. 0.1 94.0 1 1310 263 43. 4.3 95.6 1 2115 423 4. 2.3 95.0
1 0521 108 0. 0.1 94.0 ' 1 1321 268 41. 4.2 95.5 1 2121 429 4. 2.7 95.0
1 0524 109 0. 0.1 94.0 1 1324 269 3P. 4.1 95.5 1 2124 429 4. 2.7 95.0
1 0527 110 0. 0.1 94.1 1 1329 230 36. 4.1 95.5 1 2127 430 4. 2.9 95.0
1 0530 111 0. D.1 94.1 • 1 33D 271 35. 4.0 95.5 1 2130 431 3. 2.9 95.0
1 0533 112 0. 0.1 94.1 1 1333 232 33. 3.9 95.5 1 2133 432 3. 2.7 95.0
1 0536 113 0. 0.1 94.1 1 1336 233 32. 3.9 95.4 1 2136 433 3. 2.7 95.0
1 0539 114 0. 0.1 94.1 1 1339 274 31. 3.9 95.4 1 2134 434 3. 2.3 95.0
1 0542 115 0. 0.2 94.1 1 1342 235 30. 3.8 95_4 1 2142 435 3. 2.7 95.0
1 0595 116 0. 0.2 94.1 1 1345 236 29. 3. 95.9 1 2145 436 3. 2.9 95.0
1 0548 Ill 0. 0.2 94.1 1 1348 277 16. 3.7 95.4 1 2149 433 3. 2.7 95.0
1 0551 118 G. 0.2 94.1 1 1351 238 27. 3.3 95.4 1 2151 438 3. 2.7 95.0
1 0554 119 0. 0.2 94.1 1 1354 239 26. 3.6 95.3 1 2154 439 3. 2.7 95.0
1 0553 12D 0. 0.2 94.1 1 1357 2BO 25. 3.1 95.3 1 2151 440 3. 2.3 95.0
1 0600 121 0. 0.2 94.1 1 1400 281 24. 3.6 95.3 1 2200 441 3. 2.7 95.0
1 D603 122 0. 0.2 94.1 1 1403 282 23. 3.5 95.3 1 2203 442 3. 2.7 95.0
1 0606 123 0. 0.2 94.1 1 1406 283 23. 3.5 95.3 1 2206 443 3. 2.7 95.0
1 0.09 124 0. 0.2 94.1 1 1409 284 22. 3.5 95.3 1 220? 444 3. 2.7 95.0
1 0612 125 0. 0.2 94.1 1 1412 285 21. 3.4 95.3 1 2212 445 3. 2.7 95.0
1 0ti15 126 0. 0.2 94.1 1 1415 386 21. 3.4 95.3 1 2215 446 3. 2.3 95.0
1 0618 127 0. 0.2 94.1 1 1418 283 20. 1.4 95.3 1 22:i 443 3. 2.7 95.0
1 On21 128 0. 0.2 94.1 1 1421 289 20. 3.4 95.3 1 222'. 448 J. 2.7 95.0
1 0624 129 0. 0.2 - 94.1 1 1424 289 19. 3.3 95.2 1 222: 441 3. 2.'I 95.0

10 Year - Improved Conditions 17
1 0627 130 0. 0.1 94.1 • 1 1423 290 19. 3.3 95.2 ' 1 2227 450 3. 2.3 95.0
1 0630 131 0. 1.3 14.1 1 1430 291 Ia. 3.3 95.2 1 2230 451 3. 2.7 95.0
1 O63J 132 0. 0.3 94.1 1 1433 292 18. 3.3 95.2 1 2233 452 3. 2J 95.0
1 0636 133 0. 0.3 94.1 • 1 1436 293 13. 3.3 95.2 1 2236 453 3. 2.7 95.0
1 0639 134 0. 0.3 94.1 • 1 1439 294 V. 3.2 95.2 ' I 2239 454 3. 2.3 95.0
1 0642 135 0. 0.3 94.1 1 1442 295 16. 3.2 95.2 • 1 2242 455 3. 2.7 95.0
1 0645 136 0. 0.3 94.1 1 1445 296 16. 3.2 95.2 • 1 2245 456 3. 2.7 95.0
1 0648 133 0. 0.3 94.1 1 1448 292 16. 3.2 95.2 1 2248 457 3. 2.7 95.0
1 0651 138 0. 0.3 94.1 1 1451 290 15. 3.2 95.2 ' 1 2251 458 3. 2.6 95.0
1 0654 139 0. 0.3 94.1 1 1454 299 15. 3.2 95.2 • 1 2254 459 3. 2.6 95.0
1 0657 140 0. 0.3 94.1 • 1 1457 300 15. 3.2 95.2 1 2257 460 J. 2.6 95.0
1 0700 141 0. 0.4 94.1 • 1 1500 301 15. 3.1 95.2 ' 1 2300 461 3. 2.6 95.0
1 0703 142 0. 0.4 94.1 ` 1 1503 302 14. 3.1 95.2 ' 1 2303 462 3. 2.6 95.0
1 0306 143 0. 0.4 94.2 1 1506 303 14. 3.1 95.2 ' 1 2306 463 3. 2.6 95.0
1 0309 144 0. 0.4 94.2 • 1 1509 304 14. 3.1 95.2 1 2309 464 3. 2.6 95.0
1 0912 145 0. 0.4 94.2 • 1 1512 305 13. 3.1 95.2 1 2312 465 3. 2.6 95.0
1 0315 146 0. 0.4 94.2 • 1 1515 306 13. 3.1 95.2 1 2315 466 3. 2.6 95.0
1 0718 147 0. 0.4 94.2 • 1 1518 303 13. 3.1 95.2 • 1 2318 462 3. 2.6 95.0
1 O721 148 0. 0.4 94.2 1 1521 308 13. 3.1 95.2 1 2321 468 3. 2.6 95.0
1 0224 149 0. 0.4 94.2 • 1 1524 309 13. 3.1 95.2 1 2324 469 3. 2.6 95.0
1 0323 150 0. 0.5 94.2 • I 1523 310 12. 3.0 95.1 • 1 2323 430 3. 2.6 95.0
1 0730 151 4. 0.5 94.2 - 1 1530 311 12. 3.0 95.1 1 2330 431 J. 2.6 95.0
1 0333 152 0. 0.5 94.2 • 1 1533 312 12. 3.0 95.1 1 2333 422 3. 2.6 95.0
1 0336 153 0. 0.5 94.2 • 1 1536 313 12. 3.0 95.1 • 1 2336 473 3. 2.6 95.0
1 0339 154 0. 0.5 94.2 • 1 1539 314 12. 2.0 95.1 1 2339 434 3. 2.6 95.0
1 0342 155 0. 0.5 94.2 • 1 1542 315 11. 3.0 95.1 1 2342 475 3. 2.6 95.0
1 0745 156 0. 0.5 94.2 • 1 1545 316 11. 3.0 95.1 1 2345 436 3. 2.6 95.0
1 0348 159 0. 0.5 94.2 1 1548 317 11. 3.0 95.1 1 2340 473 J. 2.6 95.0
1 0351 150 D. 0.6 94.2 1 1551 318 11. 3.0 95.1 1 2351 438 3. 2.6 95.0
1 0354 159 0. 0.6 94.2 • 1 1554 319 11. 3.0 95.1 1 2354 439 3. 2.6 95.0
1 0351 160 0. 0.6 94.2 1 1553 320 10. 3.0 95.1 1 2353 480 3. 2.6 95.0
....u....u..u..-,.u-.a...u.......-:-......u.......u.........................-......................................
PEAK FI,OW TINE MAXIMUM AVERAGE FIAM
6-HR 24-HR 32-HR 23.95-HR
WIN (MR)
(CFS)
113. 12.50 30. 9. 9. 9.
(INCHES) 4.340 5.094 5.094 5.094
(AC-FT) 15. 13. 13. 13.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-KR 32-HR 23.95-HR
(AC-FT) (HR)
6. 12.50 4. 2. 2. 2.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 72-HR 23.95-HR
(FEET) (IIR)
96.10 12.50 95.34 94.32 94.32 94.32
CUHU WTIVE AREA - 0.06 SQ MI

10 Year- Improved Conditions 18
RUNOFF SUMMARY
FI IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FIGW FOR MAXIMUM PERIOD BASIN MAXI HUM TIME OF
OPERATION STATION FLOW PEAK AREA STAGE MAX STAGE
6-HOUR 24-HOUR 72-HOUR
HYDROGRAPH AT
804 75. 12.35 16. 5. S. 0.03
HYDRCGRAPH AT
200 94. 12.15 15. S. 5. 0.03
2 COMBINED AT
junct 153. 12.20 31. 10. 10. 0.06
ROUTED TO
POND 113. 12.50 30. 9. 9. 0.06
96.10 12.50
"• NORMAL END OF HEC-1 •^

25 Year- Improved Conditions 2
MECI SIN: 1343001909 HtNeraion: 6.33 Data File: C:\TENP%,bh1F36.TMP
«'..•err».«•••'...rr e..«....ee....ee. .............•.'...«rr'r.u'e.rr.'..v
` FLOOD HYDROGRAPH PACKAGE (NEC-l) ' U.S. ARMY CORPS OF ENGINEERS '
' MAY 1991 ' HYDROLOGIC ENGINEERING CENTER '
• VERSION 4.0.1E ` • 609 SECOND STREET '
r DAVIS. CALIFORNIA 95616
' RUN DATE 11/10/1998 TIME 21:37:19 ' • 1916) 356-1104
'......•.u.0«ee'...r..r.ru.•ru«re.. "................................««•
A x xxxxxxx xxxxx x
A x x x x xx
x x x x x
xxxxxxx xxxx x xxxxx x
x x A x x
A x x x x
A x xxxxxxx xxxxx xxx
...........................................
...........................................
...........................................
...........................................
... Full Mi croconputer Implementation ...
by
... Hae9tad Methods, Inc. ...
37 Brookside Road • Waterbury, COnnectic.t 06308 • [phone]
THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-1 KNOWN AS HECI IJ AN 73). HECIGS, HEC:DB, AND HECIKW.
THE DEFINITIONS OF VARI AS US -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRANTI VERSION
NEW OPTIONS: DA,KBREAK OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION. DSS:WRITE SAGE FREQUENCY,
OSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRAC.ON
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM

25 Year - Improved Conditions 3
HEC-1 INPDr PAGE 1
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1 10 25 Year IWroveU Condli tione
2 T 3 480
3 Io 0 0
4 KK 804
5 KN EXi3tlgg Site Drainage
6 KO 22
l BA 0.0322
8 PB 8.1
9 IN 6
10 PC 0.0000 0.00100 0.00200 0.00300 0.0040G 0.00500 0.00600 0.00700 0.00600 0.00900
11 PC 0.0100 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.01700 0.01800 0.01900
12 PC 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02848 0.02961
13 PC 0.0308 0.03191 0.03308 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
14 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05247 0.05388 0.05531
15 PC 0.0563 0.05821 0.05968 0.06117 0.06267 0.06419 0.06572 0.06727 0.060R3 0.07041
16 PC 0.0720 0.07363 0.07530 0.07703 0.07880 0.08063 0.00250 0.08443 0.00640 0.08843
11 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
18 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13840 0.14206
19 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.17482 0.17943 0.18416
20 K 0.1890 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22918 0.23586 0.24282
21 K 0.2500 0.25116 0.26644 0.27604 0.28656 0.29800 0.31430 0.33940 0.37330 0.41600
22 PC 0.5000 0.58400 0.62670 0.66060 0.60570 0.70200 0.71344 0.72396 0.73356 0.74224
23 PC 0.7500 0.75718 0.76412 0.11082 0.13129 0.70350 0J8948 0.79522 0.80072 0.80598
24 K 0.8110 0.81584 0.92059 0.82518 0.02968 0.83406 0.83B33 0.84248 0.84652 0.85044
25 K 0.8543 0.85794 0.06152 0.86498 0.86833 O.B1156 0.87469 0.81168 0.88057 0.88334
26 K 0.8860 0.88858 0.89110 0.09358 0.09600 0.89838 0.90070 0.90290 0.9D520 0.90730
27 PC 0.9095 0.91150 0.91360 0.91550 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
26 K 0.9280 0.92959 0.93117 0.93273 0.93428 0.93581 0.93133 0.93883 0.94032 0.94179
29 K 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95431 0.95569
30 K 0.9570 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96502 0.96704 0.96824
31 K 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 D.91636 0.91147 0.97858 0.97967
32 K 0.9808 0.98182 0.98288 0.98392 0.98496 0.98598 0.98700 0.98800 0.98899 0.98997
33 K 0.9909 0.99189 0.99284 0.99331 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
34 K 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
35 LS 93
36 UD 0.34
37 KY 200
38 KM Improved Site Drainage
39 KO 22
40 BA 0.0319
41 PB 8.1
42 IN 6
43 K 0.0000 D-00100 0.00200 0.00300 0.00400 0.00500 0.00600 0.00700 0.00000 0.00900
44 PC 0.0100 0.01100 0.01200 O.D1300 0.01400 0.01500 0.01600 0.01700 0.01800 D.01900
45 K 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02848 0.02961
46 K 0.0308 0.03191 0.03308 0.D3423 0.03547 0.03669 0.03792 0.03917 0.04043 D.05131
47 PC 0.0430 0.04431 0.04563 0.04697 0.04832 0.04969 0.05107 0.05243 0.05388 0.05531
48 K 0.0563 0.05821 0.05969 0.06117 0.06267 0.06419 0.06572 0.06727 0.06BB3 0.07041
49 K 0.0120 0.01363 D.01530 O.O703 0.01880 0.08063 0.08250 0.09443 0.08640 0.08843
50 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
51 K 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 0.14206
52 K 0.1458 0.14956 0.15348 0.15752 0.16161 0.16594 0.17032 0.11482 0.17943 0.18416
53 K O.IE90 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22918 0.23586 0.24282

25 Year - Improved Conditions 4
NEC-I INPUT PAGE 2
LINE IO.......1.......2.......3.......4.......5.......6.......7.......8.......9......30
54 PC 0.2500 0.25376 0.26644 0.27604 0.28656 0.29800 0.31430 0.33940 0.37330 0.41600
55 PC 0.50 00
0.58400 0.62630 0.66060 0.68570 0.70200 0.71344 0.72396 0.73356 0.74224
56 PC 0.7500 0.75718 0.76412 0J7082 0.37328 0.78350 0.70948 0.79522 0.80072 0.90598
57 PC 0.8110 0.81584 0.82057 0.82518 0.92968 0.83406 0.83833 0.84248 0.84652 0.85044
58 PC 0.8543 0.85794 0.86152 0.86498 0.86833 0.87156 0.87469 0.87760 0.88057 0.88334
59 PC 0.8860 0.88858 0.89110 0.09358 0.89600 0.89838 0.90070 0.90298 0.90520 0.90738
60 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
61 PC 0.9280 0.92959 0.93117 0.93273 0.93428 0.93581 0.93733 0.93883 0.94032 0.94179
62 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
63 PC 0.95I0 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96502 0.96104 0.96824
64 PC 0.9694 0.97062 0.93179 0.97295 0.97410 0.97523 0.97636 0.93347 0.97850 0.93967
65 PC 0.9808 0.98182 0.98288 0.98392 0.98496 0.98598 0.98700 0.98800 0.98899 0.98997
66 PC 0.9909 0.99I89 0.99284 0.99377 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
67 PC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
68 LS 88
69 NO 0.139
70 KK junCi
)1 KN
32 KO 22
93 HC 2
34 KK POND
75 IO4 Deien[ion Pond
36 KO 22
77 RS 1 ELE4 94
38 SA 2.4 2.61 2.82 3.05 3.27 3.52 3.71
39 SE 94 94.5 95 95.5 96 96.5 93
80 SQ 0 0.6 2.1 36.4 97.2 179.3 290
01 SE 94 94.5 95 95.5 96 96.5 97
82 ZZ

25 Year- Improved Conditions 5
HEC1 SIN: 1343001909 HMVeraion: 6.33 Data File: C:\TEMP\•v0A1F36.TMP
•..•.......e......0 u.......•..e...e... ue.............•..................•u•
• FLOOD HYDROGRAPH PACKAGE (HEC-1) • U.S. ARMY CORPS OF ENGINEERS
• MAY 1991 • HYOROLD5IC ENGINEERING CENTER
• VERSION 4.0.1E • 609 SECOND STREET
` • DAVIS. CALIFORNIA 95616
• RIM DATE 11/10/1998 TINE 21:37:19 • [phone]
«...«....«..e«..«................. .......................................
25 Year lo,roved Conditions
3 10 OUTPUT CONTROL VARIABLES
IPBTI 0 PRINT CONTROL
IPLDT 0 PLOT CONTROL
DECAL 0. HYDROGRAPH PLOT SCALE
IT HYDROGRAPH TIME DATA
WIN 3 MI MUTES IN COMPUTATION INTERVAL
IRATE 1 0 STARTING DATE
ITIME 0000 STARTING TIME
NO 480 NUMBER OF HYDROGRAPH ORDINATES
NODATE 1 0 ENDING DATE
NIT IME 2357 ENDING TIM
ICENT 19 CENTURY MARK
COMPUTATION INTERVAL 0.05 HOURS
TOTAL TIME BASE 23.95 HOLDS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH, ELEVATION FEET
F LOd CUBIC FEET PER SECOND
STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
... «. ... .0 ... ... ... ... ... ..♦ ..• ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
4 KK Ba4
..............
Existing Site Drainage
6 KO OUTPUT CONTROL VARIABLES
IPRM 0 PRINT CONTROL
1PLOT 0 PLOT CONTROL
DECAL 0. HYDROGRAPH PUOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
TOUT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAVI 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT O.050 TIME INTERVAL IN HOURS
9 IN TIME DATA FOR INPUT TIME SERIES
JXMIN 6 TIME INTERVAL IN MINUTES
JXDATE 1 0 STARTING DATE
JXTIME 0 STARTING TIME
SUBBASIN RUNOFF DATA
l BA SUBBASIN CHARACTERISTICS
TAREA 0.03 SUBBASIN AREA
PRECIPITATION DATA
B PH STORM 8.10 BASIN TOTAL PRECIPITATION
10 PI INCREMENIAL PRECIPITATION PATTERN
D.HD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 o.aa
0.00 0.00 0.00 0.00 0.00 0.0o 0.00 0.00 0.00 0.00
0.00 0.00 0.00 o.ao 0.00 0.00 o.00 0.00 0.00 D.aD
0.00 0.00 0.00 0.00 0.00 0.00 D.00 0.00 0.00 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 1.on 0.Oo 0.00 0.On a.00 D.00 0.IS 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.DD 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.n0 0.00 0.00 0.O0
0.00 0.00 0.no 0.00 0.00 0.00 0.00 0.00 0.00 a.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.90 0.00 o.00 a.o0 0.00 o.Do D.Da

25 Year- Improved Conditions 6
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.04 0.04
0.04 G.04 0.02 0.02 0.02 0.02 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 G.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
a.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
O.Oo 0.00 0.00 0.00 0.00 O.DO 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.0o 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.OD 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 D.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 O.DO 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 O.OD 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.0o 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 G.00
0.00 0.00 0.00 0.0D 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
35 LS SCS LOSS RATE
STRTL 0.15 INITIAL ABSTRACTION
CRUDER 93.00 CURVE NUMBER
RTIHP 0.00 PERCENT IMPERVIOUS AREA
36 UD SCS DIMENSIONLESS UNI TGRAPH
TLAG 0.34 LAG
UNIT HYDROGMPH
36 END-OF-PERIOD ORDINATES
2. 2. ,14. 24. 34. 40. 42. 42. 39. 34.
29. 22. 13. 14. 11. 9. 2. 6. 5. 4.
3. 2. 2. 1. 1. 1. 1. 1. 0. 0.
0. 0. 0. 0. O. 0.
.....................................................................................................................u............
HYOROGRAPH AT STATION 804
..................................................r...................r.u...............u........................
...............
DA MON HRMS ORD RAIN LOSS EXCESS COMP Q DA MON HRMN ORD MIN LOSS EXCESS COMP Q
1 0000 1 0.00 0.00 0.00 0. 1 1200 241 0.34 0.01 0.33 37.
1 0003 2 0.00 0.00 0.00 0. 1 1203 242 0.30 D.01 0.33 44.
1 OD06 3 0.00 0.00 0.00 0. ` 1 1206 243 0.34 0.01 0.33 52.
1 0009 4 0.00 0.00 0.00 0. 1 1209 244 0.19 0.00 0.17 62.
1 0012 5 0.00 0.00 0.00 0. 1 1212 245 0.17 0.00 0.17 21.
1 0015 6 0.00 0.00 0.00 0. 1 1215 246 0.14 0.00 0.14 79.
1 0019 9 G.OD 0.00 0.00 0. 1 1218 247 0.14 0.00 0.14 85.
1 0021 9 0.00 0.00 0.00 0. • 1 1221 248 G.ID O.00 0.10 87.
1 0024 9 0.00 0.00 0.00 0. 1 1224 249 0.10 0.00 0.10 al-
1 0027 10 0.00 0.00 D.00 G. • 1 1222 250 0.01 0.00 0.09 94.
1 0030 11 0.00 0.00 0.00 0. 1 1230 251 0.07 G.00 0.07 90.
1 0033 12 0.00 0.00 0.00 0. 1 1233 252 0.05 0.00 0.05 74.
1 O036 13 D.00 0.00 0.00 0. • 1 1236 253 0.05 0.00 O.D5 69.
1 OD39 14 O.OD 0.00 0.00 0. 1 1239 254 0.04 0.00 0.04 61.
1 0042 15 O.DO 0.00 0.00 D. • 1 1242 255 0.04 0.00 0.04 55.
1 0045 16 0.00 0.00 0.00 0. 1 1245 256 0.04 0.00 0.04 49.
1 0048 13 0.00 0.00 0.00 G. 1 1248 251 0.a4 0.00 0.04 44.
1 0051 18 0.00 0.00 0.00 0. 1 1251 259 0.04 0.00 0.03 39.
1 0054 19 D.CG 0.00 0.00 0. • 1 1254 259 0.04 0.00 0.03 35.
1 0057 20 0.00 0.00 0.00 D. 1 1251 260 0.03 O.OD 0.03 31.
1 0100 21 0.00 0.00 0.00 U. 1 1300 261 0.03 0.00 0.03 20.
1 0103 22 0.00 D.Gu O.D0 0. 1 1303 262 0.03 a.00 0.03 26.
1 0106 23 0.00 0.00 0.00 0. 1 1306 263 0.03 0.00 0.03 23.
1 0109 24 0.00 0.00 1.00 0. 1 1309 264 0.03 0.00 0.03 21.
1 0112 25 0.00 0.00 0.00 0. 1 1312 265 0.03 O.OD 0.03 20.
1 0115 26 0.00 0.00 0.00 0. 1 1315 266 0.03 0.00 0.03 18.
1 0118 27 0.00 0.00 0.00 0. 1 1318 260 0.03 0.00 0.03 17.
1 0121 26 D.CD O.00 0.00 0. • 1 1321 269 0.03 0.00 0.03 16.
1 0124 29 O.DO 0.00 D.00 0. 1 1324 269 0.03 0.00 0.03 15.
1 0129 30 0.00 0.00 0.00 0. 1 1323 270 0.03 0.00 0.02 14.
1 0130 31 0.00 0.00 0.00 0. 1 1330 271 0.03 0.00 0.02 14.
1 0133 32 0.00 0.00 0.00 0. 1 1333 272 0.02 0.00 0.02 13.
1 013, 11 G.GG 0.00 0.00 0. 1 1336 273 0.02 0.00 0.02 13.

25 Year- Improved Conditions 7
1 Ol]9 ]9 0.00 0.00 0.00 0. 1 1339 271 0.02 0.00 0.W 12.
1342 215 0.02 0.00 0.01 12.
1 0145 ]6 0.00 0.00 0.00 0. ' 1 1345 236 0.02 0.00 0.02 1l.
1 0148 37 0.00 0.00 0.00 0. 1 1348 2n 0.02 0.00 0.02 ll.
1 0151 38 0.00 0.00 0.00 0. ' 1 1351 278 0.02 0.00 0.02 11.
1 0154 39 0.00 0.00 0.00 0. 1 1354 279 0.02 0.00 0.02 it.
1 O15] 90 0.00 0.00 0.00 0. ' 1 1357 280 0.12 0.00 0.02 10.
1 ONO 41 0.00 0.00 0.00 0. • ] 1100 281 0.02 0.00 0.02 10.
1 0203 42 0.00 0.00 0.00 0. ` 1 1403 282 0.02 0.00 0.02 10.
1 0206 43 0.00 0.00 0.00 0. ` 1 1406 283 0.02 0.00 0.02 10.
1 0209 44 0.00 0.00 0.00 0. ` 1 1409 284 0.02 0.00 0.02 9.
1 1212 45 0.00 0.00 0.00 0. ` 1 1912 285 0.02 0.00 0.02 9.
1 0215 46 0.00 0.00 0.00 0. ' 1 II 15 286 0.02 0.00 0.02 9.
1 0218 47 0.00 0.00 0.00 0. " 1 1418 287 0.02 0.00 0.02 9.
1 0221 48 0.00 0.00 0.00 0. 1 1121 208 0.02 0.00 0.01 9:
1 0224 49 0.00 0.00 0.00 0. " 1 1424 289 0.02 0.00 0.02 8.
1 0221 50 0.00 0.00 0.00 0. ` 1 1129 290 0.02 0.00 0.02 8.
1 0230 51 0.00 0.00 0.00 0. ` 1 1130 291 0.02 0.00 0.02 8.
1 0233 52 0.00 0.00 0.00 0. 1 1433 292 0.02 0.00 0.02 B.
1 0236 53 0.00 0.00 0.00 0. 1 1436 293 0.02 0.00 0.02 8.
1 0239 54 0.00 0.00 0.00 0. ' 1 1439 294 0.02 0.00 0.02 8.
1 0242 55 0.00 0.00 0.00 0. 1 1442 295 0.02 0.00 0.02 B.
1 0245 56 0.00 0.00 0.00 0. " 1 1445 296 0.02 0.00 0.02 8.
1 0246 53 0.00 0.00 0.00 0. • 1 1446 293 0.02 0.00 0.02 8.
1 0251 58 0.00 0.00 0.00 0. ` 1 1451 298 0.02 0.00 0.02 1.
1 0254 59 0.00 0.00 0.00 0. 1 1454 299 0.02 0.00 0.02 1.
1 0257 60 0.00 0.00 0.00 0. ` 1 1451 300 0.02 0.00 0.02 3.
1 0300 61 OAO 0.00 0.00 0. * 1 1500 301 0.02 0.00 0.02 7.
1 0303 62 0.00 0.00 0.00 0. 1 1503 302 0.01 0.00 0.01 3.
1 0306 63 OAO 0.00 0.00 0. • 1 1506 303 0.01 0.00 0.01 3.
1 0309 64 0.00 0.00 0.00 0. 1 1509 304 0.01 0.00 0.01 7.
1 0312 65 0.00 0.00 0.00 0. ` 1 1512 305 0.01 0.00 0.01 7.
1 0315 66 0.00 0.00 0.00 0. 1 1515 306 0.01 0.00 0.01 3.
1 0318 67 0.00 0.00 0.00 0. 1 1518 307 0.01 0.00 0.01 9.
1 0321 68 0.00 0.00 0.00 U. • 1 1521 308 0.01 0.00 0.01 6.
1 0324 69 0.00 0.00 0.00 0. 1 1524 309 0.01 0.00 0.01 6.
1 0321 70 0.00 0.00 0.00 0. ` 1 1527 310 0.01 0.00 0.01 6.
1 0330 31 O.00 0.00 0.00 0. 1 1530 311 0.01 0.00 0.01 6.
1 0333 72 0.00 OA0 0.00 0. 1 1533 312 0.01 0.00 0.01 6.
1 0336 73 0.00 0.00 0.00 0. 1 1536 313 0.01 0.00 0.01 6.
1 0339 74 0.01 0.00 0.00 1. ' 1 1539 314 0.01 0.00 0.01 6.
1 0342 l5 0.01 0.00 0.00 1. 1 1592 315 0.01 0.00 0.01 6.
1 0345 76 0.01 0.00 0.00 1. 1 1545 316 0.01 0.00 0.01 6.
1 0348 77 0.01 0.00 0.00 1. ` 1 1548 317 0.01 0.00 0.01 6.
1 0351 78 0.01 0.00 0.00 1. 1 1551 318 0.01 0.00 0.01 5.
1 0354 79 0.01 0.00 0.00 1. • 1 1554 319 0.01 0.00 0.01 5.
1 0357 80 0.01 0.00 0.00 1. 1 1557 320 0.01 0.00 0.01 5.
1 0400 01 0.01 O." OAO I. 1 1600 321 0.01 DAD 0.01 5.
1 0403 82 0.01 0,00 0.00 1. 1 1603 322 0.01 0.00 0.01 5.
1 0406 03 0.01 0.00 0.00 1. 1 1606 323 0.01 0.00 0.01 5.
1 0409 84 0.01 0.00 0.00 1. 1 1609 324 0.01 0.00 0.01 5.
1 0412 85 0.01 0.00 0.00 1. ' 1 1612 325 0.01 0.00 0.01 5.
1 0415 86 0.01 0.00 0.00 1_ 1 1615 326 0.01 0.00 0.01 5.
1 0418 81 0.01 0.00 0.00 1. • 1 1618 327 0.01 0.00 0.01 5.
1 0421 80 0.01 0.00 0.00 1. • 1 1621 328 0.01 0.00 0.01 5.
1 0424 09 0.01 0.00 0.00 1. 1 1624 329 0.01 0.00 0.01 5.
1 0423 90 0.01 0.00 0.00 1. 1 1627 330 0.01 0.00 0.01 4.
1 0430 91 0.01 0.00 0.00 1. 1 1630 331 0.01 0.00 0.01 4.
1 0433 92 0.01 0.00 0.00 1. 1 1633 332 0.01 0.00 0.01 4.
1 0436 93 0A1 0.00 0.00 1_ • 1 1636 333 0.01 0.00 0.01 4.
1 0439 94 0.01 0.00 0.00 1. 1 1639 334 0.01 0.00 0.01 4.
1 0442 95 0.01 0.00 0.00 1_ 1 1ti42 335 0.01 0.00 0.01 4.
1 0445 96 0.01 0.00 0.00 1. 1 1645 336 0.01 0.00 0.01 4.
1 0448 97 0.01 0.00 0.00 1. 1 1648 337 0.01 0.00 0.0 1 4.
1 0451 98 0.01 0.00 0.00 1. ' 1 1651 338 0.01 0.00 0.01 1.
1 0454 99 0.01 0.00 0.00 1. 1 1654 339 0.01 0.00 0.01 4.
1 0457 100 0.01 0.00 0.00 1. • 1 1657 340 0.01 0.00 0.01 4.
1 0500 101 0.01 0.00 0.00 1. 1 1300 341 0.01 0.00 0.01 4.
1 0503 102 0.01 0.00 0.00 1. 1 1703 342 0.01 0.00 0.01 4.
1 0506 103 0.01 0.00 0.00 1. 1 1706 343 0.01 0.00 0.01 4.
1 0509 104 0.01 0.00 0.00 1. 1 1709 344 0.01 0.00 0.01 4.
1 0512 105 0.01 0.00 0.00 1. 1 1312 345 0.01 0.00 0.01 4.
1 0515 106 0.01 0.00 0.00 1. 1 1315 346 0.01 0.00 0.01 4.
1 0518 107 0.01 0.00 0.00 1. 1 1316 347 0.01 0.00 0.01 4.
1 0521 108 0.01 0.00 0.00 1. 1 1721 348 0.01 0.00 0.01 4.
1 0524 109 0.01 0.00 0.00 1. 1 1124 349 0.01 0.00 0.01 4.
1 0527 110 0.01 0.00 0.00 1. 1 1727 350 0.01 0.00 0.01 4.
1 0530 111 0.01 0.00 0.00 1. • I Inc 351 0.01 0.00 0.01 3.
1 0533 112 0.01 0.00 0.00 1. 1 1233 352 0.01 0.00 0.01 3.
1 0536 113 0.01 0.00 0.00 1. 1 1336 353 0.01 0.00 0.01 3.
1 0539 114 0.01 0.00 0.00 1. 1 1739 354 0.01 0.00 0.01 3.
1 0542 115 0.01 0.00 OAO 1. 1 1742 355 0.01 0.00 0.01 3.
1 0545 116 0.01 OA0 0.00 I. 1 1115 356 0.01 0.00 0.01 3.
1 0548 117 0.01 0.00 0.00 1. 1 1749 357 0.01 DAD 0.01 3.
1 0551 118 0.01 0.00 0.00 1. 1 li51 358 0.01 0.00 0.01 3.
1 0554 119 0.01 0.00 0.00 1. 1 1154 359 0.01 0.00 0.01 3.
1 0557 120 0.01 0.00 0.00 1. 1 115l 369 9.01 OAO 0.01 3.
1 0600 121 0.01 0.00 0.00 1. 1 1000 361 0.01 0.00 0.01 3.
1 0603 122 0.01 0.00 0.00 1. 1 1803 362 0.01 0.00 0.01 3.
1 0606 123 0.01 0.00 0.00 1. 1 1006 363 0.01 0.00 0.01 3.
1 0609 124 0.01 0.00 0.00 1. 1 1909 364 0.01 0.00 0.01 3.
1 0612 125 0.01 0.00 0.00 2. 1 1812 365 0.01 OAO OAl 3.
1 0015 126 0.01 0.00 0.00 2. 1 1815 366 0.01 0.00 0.01 3.
1 Dti18 127 0.01 OA0 0.00 2. 1 1010 367 0.01 0.00 0.01 ]..
1 0621 128 0.01 0.00 GAO 2. 1 1821 368 0.01 0.00 0.01 3.

25 Year- Improved Conditions 8
1 0629 129 0.01 0.01 0.01 2. ` 1 1e24 369 0.01 1.01 0.11 3.
1 062] 130 0.01 0.00 0.00 2. ' 1 182) 370 0.01 0.00 0.01 3.
1 0630 l31 0.01 0.10 0.00 2. 1 1830 37
1 0.01 0.00 0.01 3.
1 0633 132 0.01 0.00 0.00 2. ' 1 1033 372 0.01 0.00 0.01 3.
1 0636 133 0.01 0.00 0.00 2. ` I 1836 373 0.01 0.00 0.01 3.
1 0639 134 0.01 0.00 0.01 2. • 1 1839 371 0.01 0.00 0.01 3.
1 0642 115 0.01 0.00 0.01 2. ` 1 1842 375 0.01 0.00 0.01 3.
1 0615 136 0.01 0.00 0.01 2. 1 1845 3]6 0.01 0.00 0.01 3.
1 0648 137 0.01 0.00 0.03 2. 1 1848 377 0.01 0.00 0.01 3.
1 0651 13B 0.01 0.00 0.01 2. ' 1 1B51 3]8 0.01 0.00 0.01 3.
1 0654 139 0.03 0.00 0.01 2. • I 1854 J]9 0.U1 0.00 0A 3.
1 065] 140 0.01 0.00 0.01 2. ' 1 185] 380 0.01 0.00 0.01 3.
1 0700 141 0.01 0.00 0.01 2. • 1 1900 381 0.01 0.00 0.01 3.
1 0703 l42 0.01 0.00 0.01 2. • 1 1903 302 0.01 0.00 0.01 3.
1 0706 143 0.01 0.00 0.01 2. 1 1906 383 0.01 0.00 0.01 3.
I 0709 144 0.01 0.00 0.01 2. 1 1909 384 0.01 0.00 0.01 3.
1 0712 145 0.01 0.00 0.01 2. 1 1912 385 0.01 0.00 0.01 2.
1 0715 146 0.01 0.00 0.01 2. ' 1 1915 386 0.01 0.00 0.01 2.
1 0718 147 0.01 1.e0 1.01 2. • 1 1918 ]9) 0.01 0.00 0.01 2.
1 0]21 148 0.01 0.00 O.OI 2. • 1 1921 3B8 1.01 0.00 0.01 2.
1 0]24 149 0.01 0.00 0.01 2. ' 1 1924 399 0.01 0.00 0.01 2.
1 0)2) 150 0.01 0.00 0.01 2. 1 1927 390 0.01 0.00 0.01 2.
1 0730 151 0.01 0.00 0.01 2. ' 1 1930 391 0.01 0.00 0.01 2.
1 0]33 152 0.01 0.00 0.01 J. 1 1933 392 0.01 0.00 0.01 2.
1 0]36 L53 0.01 0.00 0.01 ]. 1 1W6 393 0.01 0.00 0.01 2.
1 0739 154 0.01 0.00 0.01 3. • 1 1939 394 0.01 0.00 0.01 2.
1 0792 155 0.01 0.00 0.01 3. ' 1 1912 395 0.01 0.00 0.01 2.
1 0]45 156 0.01 0.00 0.01 3. 1 1995 396 0.01 0.00 0.01 2.
1 0)48 157 0.01 0.00 0.01 3. 1 1949 397 0.01 0.00 0.01 2.
1 0751 158 0.01 0.00 0.01 3. 1 1951 398 0.01 0.00 0.01 2.
1 0354 159 0.01 0.00 0.01 3. • 1 1954 399 0.01 0.00 0.01 2.
1 0]5] 160 0.01 0.00 O.OI 3. ` i 195] 900 0.01 0.00 0.01 2.
1 0800 161 O.OI 0.00 0.01 3. 1 2000 401 0.01 0.00 0.01 2.
1 OB 03 162 0.01 0.00 0.01 3. 1 2003 402 0.01 0.00 0.01 2.
1 U806 16] 0.01 0.00 0.01 ]. 1 2006 403 0.01 0.010 0.01 2.
1 0809 164 0.01 0.00 0.01 3. 1 2009 404 0.01 0.00 0.01 2.
1 0812 165 0.01 0.00 0.01 3. ' 1 2012 405 0.01 0.00 0.01 2.
1 0815 166 0.01 9.60 0.01 3. • 1 2015 40G 0.01 0.00 0.01 2.
1 0818 l63 0.01 0.00 0.01 J. 1 2018 90] 0.01 0.00 0.01 2.
1 MI 168 0.01 0.00 0.01 3. 1 2021 408 1.01 0.00 0.01 2.
1 0824 169 0.01 0.00 0.01 3. 1 2024 409 0.01 0.00 0.01 2.
1 082 170 0.01 0.00 0.01 3. • 1 2027 410 0.01 0.00 0.01 2.
1 OB30 171 0.01 0.00 0.01 3. 1 2030 411 0.01 0.00 0.01 2.
1 0833 172 0.01 0.0 0
0.01 4. 1 2033 412 0.01 0.00 0.00 2.
1 1936 1)3 0.01 0.00 0.01 1. 1 2016 9❑ 0.01 1.00 1.00 2.
1 0839 1)4 0.01 0.00 0.01 4. 1 2039 414 0.00 0.00 0.00 2.
1 0842 175 0.01 0.00 0.01 4. 1 2042 415 0.00 0.00 0.00 2.
1 0895 1]6 0.01 0.00 0.01 4. 1 2045 416 0.00 0.00 0.00 2.
1 0849 1]] 0.01 Of 00 0.01 4. 1 204E 41] 0.00 0.00 0.00 2.
1 0851 1)B 0.01 0.00 0.01 4. 1 2051 418 0.00 0.00 0.00 2.
1 0854 179 0.01 0.00 0.01 4. ' 1 2054 419 0.00 0.00 0.00 2.
1 0857 180 0.02 0.00 0.01 4. 1 2057 420 0.00 0.00 0.00 2.
1 0900 181 0.02 0.00 0.01 4. 1 2100 421 0.00 0.00 0.00 2.
1 0903 182 0.02 0.00 0.01 4. 1 2103 422 0.00 0.00 0.00 2.
1 0906 183 0.02 0.00 0.01 5. 1 2106 423 0.00 0.00 0.00 2.
1 0909 184 0.02 0.00 0.01 5. 1 2109 124 0.00 O.00 0.00 2.
I 0912 185 0.02 0.00 0.01 5. • 1 2112 925 0.00 0.00 0.00 2.
1 0915 186 0.02 0.00 0.01 5. 1 2115 426 0.00 0.00 0.00 2.
1 0918 18) 0.02 0.00 0.01 5. 1 2118 427 0.00 0.00 0.00 2.
1 0921 188 0.02 0.00 0.01 5. ' 1 2121 428 0.00 0.00 0.00 2.
1 0924 189 0.02 0.00 0.01 5. 1 2124 429 0.00 0.00 0.00 2.
1 0927 190 0.02 O.00 0.01 5. 1 2127 430 0.00 0.00 0.00 2.
1 0910 191 0.02 0.00 0.01 5. 1 21]0 9l1 0.00 0.00 0.00 2.
1 0933 192 0.02 0.00 0.02 5. 1 2133 932 0.00 0.00 0.00 2.
1 0936 193 0.02 0.00 0.02 5. 1 2136 433 0.00 0.00 0.00 2.
1 0939 194 0.02 0.00 0.02 6. 1 2139 434 0.00 0.00 0.00- 2.
1 0942 195 0.02 0.00 0.02 6. 1 2142 435 0.00 0.00 0.00 2.
1 0945 196 0.02 0.00 0.02 6. 1 2145 436 0.00 0.00 0.00 2.
1 0948 197 0.02 0.00 0.02 6. 1 2148 1]) 0.00 0.00 0.00 2.
1 0951 199 0.02 0.00 0.02 6. 1 2151 438 0.00 0.00 0.00 2.
1 0954 199 0.02 0.00 0.02 6. 1 2154 439 0.00 O.00 0.00 2.
1 0957 200 0.02 0.00 0.02 6. 1 2157 440 0.00 0.00 0.00 2.
1 1000 201 0.02 0.00 0.02 6. ' 1 2200 441 0.00 0.00 0.00 2.
1 1003 202 0.02 0.00 0.02 6. 1 2203 442 0.00 0.00 0.00 2.
1 1006 203 0.02 0.00 0.02 7. 1 2206 443 0.00 0.00 0.00 2.
1 1009 204 0.02 0.00 0.02 7. 1 2209 444 0.00 0.00 0.00 2.
1 1012 205 0.02 0.00 0.02 ). 1 2212 445 0.00 0.00 0.00 2.
1 1015 206 0.02 0.00 0.02 7. 1 2215 446 0.00 0.00 0.00 2.
1 IOIB 201 0.02 0.00 0.02 7. 1 2219 447 0.00 0.00 0.00 2.
1 1021 208 0.02 0.00 0.02 ). 1 2221 449 0.00 0.00 C.00 2.
1 1024 209 0.02 0.00 0.02 7. 1 2224 449 0.00 0.00 0.00 2.
1 1027 210 0.02 0.00 0.02 ). 1 2227 450 0.00 0.00 0.00 2.
1 1030 211 O.G2 0.00 0.02 B. 1 2230 451 0.00 0.00 0.00 2.
1 1033 212 0.03 0.00 0.02 B. ' 1 2233 452 0.00 0.00 0.00 2.
1 1036 2l3 0.03 0.00 0.02 e. 1 2236 453 1.01 0.00 0.00 2.
1 1039 211 0.03 0.00 1.02 8. 1 2239 454 0.00 0.00 O.00 2.
1 1042 215 0.03 0.00 0.02 9. 1 2242 455 0.00 0.00 0.00 2.
1 1045 2l6 0.03 0.00 0.02 8. i 2215 156 0.00 0.00 1.00 2.
1 1098 21"I 0.03 0.00 0.02 9. • 1 2248 45) O.00 0.00 0.00 2.
1 1051 218 0.03 0.00 0.03 9. 1 2251 458 0.00 0.00 0.00 2.
1 1054 219 0.03 0.00 0.03 9. 1 2254 459 0.00 0.00 0.00 2.
105) 220 0.03 0.00 0.03 9. 1 2257 490 0.00 0.cc GAO 2.
1 1100 221 0.03 0.00 0.03 9. 1 2300 461 0.00 0.00 0.00 2.
1 1103 222 0.03 0.00 0.03 10. i 2303 462 GAO 0.00 0.00 2.
1 1106 223 0.03 0.00 0.03 10. 1 130e 4G3 0.00 O.Co 0.00 2.

25 Year - Improved Conditions 9
] 1I09 224 0.04 0.00 0.03 10. • 1 2309 964 0.00 0.00 0.00 2.
1 1112 225 0.04 0.00 0.03 10. • 1 23. 165 0.00 0.00 0.00 2.
1 1115 226 0.04 0.00 0.01 11. ` 1 2315 166 0.01 1.00 0.01 2.
1 I111 227 0.04 0.00 0.01 Jr. • 1 2318 463 0.00 0.00 0.00 2.
1 1121 229 0.01 0.00 0.04 11. • 1 2321 468 0.00 a.00 a.00 2.
1 1121 229 0.09 0.00 0.04 12. ' 1 2321 169 0.00 1.00 0.01 2.
1 I12T 230 0.05 0.00 0.04 12. • 1 2323 1'!0 0.00 0.00 0.00 2.
1 1130 211 0.05 0.00 0.01 13. ` 1 2330 131 0.000 0.00 0.00 2.
1 i]]] 232 0.03 0.00 0.06 13. ` 1 2333 432 0.00 a,00 0.00 2.
1 1136 233 0.0T 0.00 0.06 14. ` 1 2336 4]] 0.00 0.00 0.00 2.
1 1139 234 0.10 0.01 0,10 15. ' l 2339 974 0.00 1-I 1
1.01 2.
1 1142 235 0.10 0.01 a 10 16. ` 1 2112 135 0.00 H.00 H.00 2.
1 1145 2]6 0.14 0.01 0.13 18. • 1 2]IS 4T6 0.00 0.0H 0.0H 2.
1 1148 23T 0.14 0.01 0.13 20. • 1 2348 IY] 0.00 0.11 0.11 2.
1 1151 238 0.17 0.01 0.11 23. 1 2351 478 0.00 0.00 0.00 2.
1 1154 239 0.17 0.01 0.17 2T. ` 1 2354 439 0.00 0.00 0.00 2.
1 1157 240 0.34 0.01 0.33 31. • I 2353 480 0.00 0.00 0.00 2.
................•...«.«••............•..........e.e..«.u..«.a«....«..«...a u..............................................
TOTAL RAINFALL = 8.10, TOTAL LOSS 0.04, TOTAL EXCESS 3.26
PEAK FUS, TIME MAXIMUM AVERAGE FI
6-HR 24-HR 72-HR 23.95-HR
(CFS) IIIRI
(CFS)
83. 12.35 19. 6. 6. 6.
(INCHESI 5.500 3.230 3.230 7.230
QC-FTI 9. 12. 12. 12.
CUMULATIVE AREA = 0.03 So MI
... ... ... ... .« ... ... ... ... ... ... ... ... .« ... ... ... ... ... «. ... ... ... ... ... ... ... ... ... ... ... ... ...
37 KK 200
..............
I R,roved Site Drainage
39 KO OUTPUT CONTROL VARIABLES
IPRNT 0 PRINT CONTROL
]PLOT 0 PLOT CONTROL
QSCAL %0. HYORWMPH PLOT SCALE
IPNCH o PUNCH COMPUTED HYOROGRAPH
TOUT 22 SAVE HYDROGRAPH ON THIS UNIT
ISAVI I FIRST ORDINATE PUNCHED OR SAVED
1SAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
42 IN TIME DATA FOR INPUT TIME SERIES
l XMIN 6 TIME INTERVAL IN MINUTES
JXOATE 1 0 STARTING DATE
JXTIME a STARTING TIME
SUBBASIN RUNOFF DATA
40 BA SUBBASIN CHARACTERISTICS
TAREA 0.03 SUBBASIN AREA
PRECIPITATION DATA
41 PH STORM 8.10 BASIN TOTAL PRECIPITATION
43 PI INCREMENTAL PRECIPITATION PATTERN
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 o.00 o.00 0.00 o.00 0.00 o.00
0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 a.00 o.00 o.00 a.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 o.ao 0.00 o.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 E.0D 0.o0 0.0a a.0 a 0.00 0.00 0.00 0.00 0.0a
0.00 o.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
o.00 a.00 0.00 a.on 0.Do 0.00 0.00 0.a0 0.00 0.Do
0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 a.ao 0.00
0.00 0.00 0.00 0.00 0.0o 0.00 0.00 0.00 0.00 o.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 o.00 0.00 0.00 0.00
0.00 0.00 0.0O 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.0D 0.00 0.00 0.00 0.00 0.00
a.00 0.a0 0.00 0.00 0.00 0.00 0.a0 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.01 0.01 0.01 0.01
0.01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.04 0.04

25 Year- Improved Conditions 10
0.01 0.11 1.02 1.02 0.12 0.02 0.01 0.01 0.01 0.01
O.DS a.01 0.01 0.01 0.00 0.00 O.a0 a.00 a.00 0.00
0.Do 0.00 0.00 0.00 0 00 0.00 0.00 O.Do o.00 0:00
a.00 a.IS o.ao 0.00 a.00 0.00 0.00 0.00 0.00 0.10
0.IS 0.00 0.00 0.00 0.00 0.00 0.00 0.Ia 0.00 o.ao
0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
a.00 a.DO o.ao 0.00 o.ao 0.00 a.ao a.ao 0.00 0.00
0.00 0.0o D.0a a.o0 o.Da 0.a0 0.oa D.00 0.00 0.00
0.00 a.o0 0.00 0.00 0.00 0.00 o.aa 0.00 0.00 0.00
0.00 0.u0 0.00 0.00 u.00 0.u0 0.00 0.00 0.00 o.ao
0.IS O.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 O.a0 0.ao 0.00 1.00 0.00
a 00 0.00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.ao 0.00 o.aa a.o0 0.00
a.oa
0.00 0.00 0.01 0.01 a-IS a.aa O.0R 0.0o a.00 0.00
0.00 a 00 a.0o 0.10 0.00 O.00 0.IS 0.00 0.00 0.00
0.00 a.00 0.00 0.00 a.00 0.00 0.00 0.00 0.00 0.00
0.00 o.DO a.0o 0.So 0.IS 0.0o 0.00 0.00 a.00 0.00
0.00 0.00 0.00 0 00 a 00 0.00 0.00 0.00 0.00 0.00
0.00 a.00 0.00 0.00 0.00 0.00 0.00 a.a0 0.00 0.00
0.00 0.IS 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.Do 0.00 0.00 0.00 0.00 0.00 0.00 O.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
60 LS SCS LOSS RATE
SIRTL 0.27 INITIAL ABSTRACTION
CRVNBR 88.00 CARVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
69 M SCS DIMENSIONLESS UNITGRAPH
TLAG 0.14 LAG
WARNING • TIME INTERVAL IS GREATER THAN .29'LAG
UNIT HYDRWRAPH
16 ENO-OP-PERIOD ORDINATES
18. 63. 93. 86. 61. 35. 22. 13. 8. 5.
3. 2. 1. 1. 0. 0.
.............«.e«.....................r..........................ue..................u.............................
........u..
HYDROGRAPH AT STATION 200
...................................................................................................................................
DA MON HAND ORD RAIN LOSS EXCESS COMP Q • OA MON HRYN ORD RAIN LOSS EXCESS COMP 0
1 0000 1 0.00 0.00 0.00 0. 1 I200 291 0.]9 0.03 0.31 69.
1 0003 2 0.00 0.00 D.00 0. 1 1203 292 0.34 0.02 0.32 67.
1 0006 3 0.00 0.00 0.00 0. 1 1206 243 0.34 0.02 0.32 103.
1 0009 4 0.00 0.00 0.00 0. 1 1209 244 0.17 0.01 0.16 111.
1 0012 5 0.OD 0.00 0.00 0. ` 1 1212 245 0.11 0.01 0.16 108.
1 0015 6 0.00 0.00 0.00 0. ' 1 1215 246 0.14 0.01 0.13 92.
1 0018 3 0.00 0.00 0.00 0. 1 1218 247 0.14 0.01 0.13 84.
1 0021 8 0.00 0.00 0.00 0. 1 1221 248 0.10 0.00 0.10 73.
1 0024 9 0.00 0.00 0.00 0. • 1 1224 249 0.10 0.00 0.10 63.
1 002 la 0.00 0.00 0.00 0. • 1 122i 250 0.0] 0.00 0.06 55.
1 0030 11 0.00 a.0a 0.00 0. t 1230 251 0.0I 0.00 o.a6 47.
1 OD33 12 0.00 0.00 O.oa a. 1 1233 252 a.05 O.00 0.04 40.
t 0136 1] 0.00 1.00 O.oa 0. 1 1236 253 0.05 0.00 0.04 33.
1 0039 14 0.00 0.00 0.00 0. 1 1239 254 0.04 0.00 0.04 29. _
1 D042 15 0.00 0.00 O.DO 0. 1 1242 255 0.04 0.00 0.04 24.
1 0045 16 0.00 0.00 0.00 0. 1 1245 256 0.04 0.00 0.04 21.
1 o09a 1) 0.00 0.00 0.00 0. 1 1249 259 0.04 0
.00 0.04 19.
1 0051 le 0.00 0.00 0.00 0. 1 1251 258 0.04 0.aa 0.03 10.
1 0054 19 0.00 0.00 0.00 0. 1 1254 259 0.04 0.00 0.03 Il.
1 0057 20 0.00 0.00 0.00 0. 1 1257 260 0.03 0.00 0.03 16.
1 0100 21 0.00 0.00 0.00 0. 1 1300 261 0.03 0.a0 0.03 15.
1 0103 22 0.00 0.00 0.00 0. 1 1303 262 0.03 0.00 0.03 14.
1 0106 23 0.00 0.00 0.00 0. 1 1306 263 0.03 0.00 0.03 13.
1 0t09 24 10 00 0.00 0.00 0. 1 1309 264 0.a3 0.00 0.03 l3.
1 0112 25 0.00 0.00 0.00 0. 1 1312 265 0.03 0.00 0.03 12.
1 0115 26 0.00 0.00 0.00 0. ' 1 1315 266 0.03 0.00 0.03 12.
1 0118 21 0.00 0.00 0.00 0. 1 1318 267 0.03 0.00 0.03 11.
1 0121 28 0.00 0.00 0.00 0. • 1 1321 269 0.03 0.00 0.03 ll.
1 0124 29 0.00 D.00 0.00 0. ' 1 1324 269 0.03 0.00 0.03 11.
1 0127 30 0.00 0.00 0.00 0. 1 1321 270 0.03 0.00 0.02 11.
1 0130 31 0.00 0.00 0.00 0. 1 1330 271 0.03 0.00 0.02 11.
1 0133 32 0.00 0.00 0.00 0. 1 1333 272 0.02 0.00 0.02 Ia.
1 0136 33 0.00 0.00 a.DO 0. 1 1336 293 0.02 0.00 0.02 10.
1 0139 34 0.00 0.00 0.00 0. 1 1339 274 0.02 0.00 0.02 Ia.
1 0142 35 0.00 0.00 0.00 0. 1 1342 275 0.02 0.00 0.02 10.
1 0145 30 0.00 O.DO 0.0D 0. 1 1345 236 0.02 0.00 0.02 10.
1 0143 39 0.00 0.00 0.00 0. 1 1340 233 0.02 0.00 0.02 9.
1 0151 38 0.00 0.00 0.00 0. 1 1351 278 0.02 0.00 0.02 9.
1 D154 39 0.00 0.00 0.00 0. 1 1354 279 0.02 0.00 0.02 9.
1 0153 40 0.00 0.00 0.00 0. 1 1157 280 0.02 0.00 0.03 9.
1 0200 41 0.00 0.00 0.00 0. 1 1400 281 0.02 0.00 0.02 9.
1 0203 42 0.00 0.00 0.00 D. 1 1403 282 0.02 0.00 0.02 S.
1 0206 43 0.00 0.00 0.a0 0. 1 1406 283 0.02 0.00 O.02 9.
1 0209 44 0.00 0.00 0.O0 0. 1 1405 284 0.02 0.00 0.02 R.
1 0212 15 D.00 0.00 0.D0 0. 1412 285 0.02 0.a0 0.02 8.

25 Year - Improved Conditions 11
1 0215 46 1.10 1.10 1.01 0. 1 1915 286 0.02 0.00 0.o2 8.
1 0218 0] O.oO 0.00 0.00 0. 1 1418 2e'I o.02 O.00 0.02 8.
1 0221 48 0.00 0.00 0.00 0. • 1 1421 288 0.02 0.00 0.02 R.
1 0224 49 0.00 0.00 o.0o o. • 1 1424 289 0.02 0.00 0.02 8.
1 0227 50 a 00 0.00 0.00 0. • 1 1427 290 0.02 0.00 0.02 3.
1 0230 51 0.00 0.00 1-no 0. ' 1 1430 291 0.02 0.00 0.02 3.
1 0233 52 0.00 o.0o o.00 0. • 1 1433 292 0.02 0.00 0.02 3.
1 0236 53 0.00 0.00 0.00 0. ' 1 1436 293 0.02 0.00 0.02 3.
1 0239 54 0.01 0.01 0.00 0. ' 1 1139 294 0.02 0.10 0.02 3.
1 0242 55 0.00 o.00 0.ao 0. • 1 1442 295 o.o2 o.oa o.02 3.
1 0245 56 0.00 0.00 0.00 0. • 1 1445 296 0.02 0.00 0.02 3.
1 0240 53 0.00 0.00 0.00 0. • 1 1449 297 0.02 0.00 0.02 3.
1 0251 58 0.00 0.00 0.00 a. 1 1451 298 0.02 0.00 0.02 3.
1 0254 59 0.00 0.00 0.00 0. ' 1 1454 299 1.02 0.0a 0.02 3.
1 0252 60 0.00 0.00 0.00 0. 1 145] 300 0.02 0.00 0.02 3.
1 0300 61 0.00 0.00 0.00 0. • 1 1500 301 0.02 0.00 0.02 6.
1 0303 62 0.00 0.00 0.00 0. * 1 1503 302 0.01 0.00 0.01 6.
1 0306 63 0.00 0.00 0.00 0. • 1 1506 303 0.01 0.00 0.01 6.
1 0309 64 0.00 0.00 0.00 0. 1 1509 304 0.01 0.00 0.01 6.
1 0312 65 0.00 a.00 0.00 0. 1 1512 305 0.01 0.00 0.01 6.
1 0315 66 0.00 0.00 0.00 0. ' 1 1515 306 0.01 0.00 0.01 6.
1 0319 63 0.00 0.00 0.00 0. 1 151E 302 0.01 0.00 0.01 6.
1 0321 68 0.00 a.00 0.00 0. 1 1521 308 0.01 0.00 0.01 6.
1 0324 69 0.00 a 00 0.00 0. • 1 1524 309 0.01 0.00 0.01 6.
1 0323 30 0.00 0.00 0.00 0. • 1 1523 310 0.01 0.00 0.01 6.
1 0330 71 0.00 0.00 0.00 0. 1 1530 311 0.01 0.00 0.01 5.
1 0333 72 0.00 0.00 0.00 0. 1 1533 312 0.01 0.00 0.01 5.
1 0336 33 0.00 0.00 0.00 0. 1 1536 313 0.01 0.00 0.01 5.
1 0339 34 0.01 0-00 0.00 0. 1 1539 314 0.01 0.00 0.01 5.
1 0342 75 0.01 0.00 0.00 0. ` I 1542 315 0.01 0.00 0.01 5.
1 0345 36 0.01 0.00 0.00 0. ` 1 1545 316 0.01 a.00 0.01 5.
1 034B 33 0.01 0.00 0.00 0. 1 1548 313 0.01 0.00 0.01 5.
1 0351 38 0.01 0.00 0.00 0. * 1 1551 318 0.01 0.00 0.01 5.
1 0354 39 0.01 0.00 0.00 0. 1 1554 319 0.01 0.00 0.01 S.
1 0353 80 0.01 0.00 0.00 0. 1 1553 320 0.01 0.00 0.01 5.
1 0400 81 0.01 0.00 0.00 0. 1 1600 321 0.01 0.00 0.01 5.
1 0401 82 0.01 0.00 0.00 0. ` 1 1601 322 0.01 O.00 0.01 4.
1 0406 83 0.01 0.00 0.00 0. 1 1606 323 0.01 0.00 0.01 4.
1 0409 04 0.01 0.00 0.00 0. 1 16a9 324 0.01 0.00 0.01 4.
1 0412 85 0.01 0.00 0.00 0. • 1 1612 325 0.01 0.00 0.01 4.
1 0415 66 0.01 0.00 0.00 0. ' 1 1615 326 0.01 0.00 0.01 4.
1 0418 83 0.01 0.00 0.00 0. 1 1618 323 0.01 0.00 0.01 4.
1 0421 88 0.01 0.00 0.00 0. • 1 1621 329 0.01 0.00 0.01 4.
1 0424 89 0.01 0.00 0.00 0. 1 1624 329 0.01 0.00 0.01 4.
1 0427 90 0.01 0.00 0.00 0. 1 1623 330 0.01 0.00 0.01 4.
1 0430 91 0.01 0.00 0.00 0. 1 1630 331 0.01 0.00 0.01 4.
1 0433 92 0.01 0.00 0.00 0. 1 1633 332 0.01 0.00 0.01 4.
1 0436 93 0.01 0.00 0.00 0. 1 1636 333 0.01 0.00 0.01 4.
1 0439 94 0.01 0 00 0.00 0. 1 1639 334 0.01 0.00 0.01 4.
1 0442 95 0.01 0.00 0.00 0. • 1 1642 335 0.01 0.00 0.01 4.
1 0445 96 0.01 0.00 0.00 0. 1 1645 336 0.01 0.00 0.01 4.
1 0448 93 0.01 0.00 0.00 0. ' 1 1640 333 0.01 0.00 0.01 4.
1 0451 98 0.01 0.00 0.00 0. 1 1651 338 0.01 0.00 0.01 4.
1 0454 99 0.01 0.00 0.00 0. 1 1654 339 0.01 0.00 0.01 4.
1 0453 100 0.01 0.00 0.0o 0. 1 1657 340 0.01 0.00 0.01 4.
1 0500 101 0.01 0.00 0.00 0. 1 1300 341 0.01 0.00 0.01 4.
1 0503 102 0.01 0.00 0.00 0. ' 1 1703 342 0.01 0.00 0.01 4.
1 0506 103 0.01 0.00 0.00 1. 1 1306 343 0.01 0.00 0.01 3.
1 0509 104 0.01 0.00 0.00 1. 1 1309 344 0.01 0.00 0.01 3.
1 0512 105 0.01 0.00 0.00 1. ' 1 1112 345 0.0 1 0.00 0.01 3.
1 0515 106 0.01 0.00 0.00 1. • 1 1315 346 0.01 0.00 0.01 3.
1 0518 107 0.01 0.00 0.00 1. 1 1318 343 0.01 0.00 0.01 3.
1 0521 108 0.01 0.00 0.00 1. 1 Ml 349 0.01 0.00 0.01 3.
1 0524 109 0.01 0.00 0.00 1. • 1 1724 349 0.01 0.00 0.01 3.
1 0523 110 0.01 0.00 0.00 1. 1 1323 350 0.01 0.00 0.01 3.
1 0530 111 0.01 0.00 0.00 1. 1 1730 351 0.01 0.00 0.01 3.
1 0533 112 0.01 0.00 0.00 1. 1 1733 352 0.01 0.00 0.01 3.
1 0536 113 0.01 0.00 0.00 1. 1 1736 353 0.01 0.00 0.01 3.
1 0539 114 0.01 0.00 0.00 1. 1 1739 354 0.01 0.00 0.01 3.
1 0542 115 0.01 0.00 0.00 1. 1 1342 355 0.01 0.00 0.01 3.
1 0545 116 0.01 0.00 0.00 1. ` 1 1345 356 0.01 0.00 0.01 3.
1 0548 117 0.01 0.00 0.00 1. 1 1348 353 0.01 0.00 0.01 3.
1 0551 116 0.01 0.00 0.00 1. 1 1351 359 0.01 0.00 0.01 3.
1 0554 119 0.01 0.00 0.00 1. 1 1354 359 0.01 0.00 0.01 3.
1 0553 120 0.01 0.00 0.00 1. 1 1153 360 0.01 0.00 0.01 3.
1 0600 121 0.01 0.00 0.00 1. 1 1800 361 0.01 0.00 0.01 3.
1 0603 122 0.01 0.00 0.00 1. 1 1803 362 0.01 0.00 0.0 1 3.
1 0606 123 0.01 0.00 0.00 1. 1 1806 363 0.01 0.00 0.01 3.
1 0609 124 0.01 0.00 0.00 1. 1 IB09 364 0.01 0.00 0.01 3.
1 0612 125 0.01 0.00 0.00 1. • 1 1812 365 0.01 0.00 0.01 3.
1 0615 126 0.01 0.00 0.00 1. 1 1915 366 0.01 0.00 0.01 3.
1 0618 123 0.01 0.00 0.00 I. 1 1818 363 0.01 0.00 0.01 3.
1 0621 120 0.01 0.00 0.00 1. 1 1821 368 0.01 0.00 0.01 3.
I 0 62 4 129 0.01 0.00 0.00 1. 1 1924 369 0.01 0.00 0.01 3. -
1 0623 130 0.01 0.00 0.00 1. 1 1929 330 0.01 0.00 0.01 3.
1 0630 131 0.01 0.00 0.00 1. 1 1830 371 0.01 O.Oa 0.01 3.
1 0633 132 0.01 0.00 0.00 1. 1 1833 3'12 0.01 0.00 0.01 3.
1 0636 133 0.01 0.00 0.00 I. 1 1836 373 0.01 0.00 0.01 3.
1 0639 134 0.01 0.00 0.00 1. i IB39 374 0.01 0.00 0.01 2.
1 0642 135 0.01 0.00 0.00 1. 1 1842 325 0.01 0.0o 0.01 2.
1 0645 136 0.01 0.0o 0.00 1. 1 1845 3'l6 0.01 0.00 0.01 2.
1 0640 137 0.01 0.00 0.00 1. 1 1048 337 0.01 0.00 0.01 2.
1 0651 130 0.01 0.00 0.00 1. 1 1851 339 0.01 0.00 0.01 2.
1 0654 139 0.01 0.00 0.00 1. I 1854 31,9 0.01 0.00 0.01 2.
1 0613 140 0.01 0.00 0.00 1. 1 1857 380 0.01 0.00 O.al 2.

25 Year- Improved Conditions 12
1 0200 "1 0.01 0.00 1.00 1. ' 1 1900 J81 0.01 0.00 a-Ol 2.
1 0203 142 0.01 0.00 0.00 1. * 1 1903 302 O.al O.Oa 0.01 2.
1 0706 143 0.01 0.00 0.00 1. ' 1 1906 183 0.01 0.00 0.U1 2.
1 0209 144 0.0] 0.00 0.00 2. ' 1 1909 304 0.01 a 00 0.01 2.
1 0212 145 0.01 0.00 0.00 2. ' 1 1912 JBS 0.01 0.00 0.01 2.
1 0215 146 0.01 0.00 0.00 2. 1 1915 386 0.01 0.00 0.01 2.
1 0318 141 0.01 0.01 0.00 2. • 1 1911 382 0.01 1.00 0.a1 2.
1 0221 198 0.01 0.a0 a'00 2. ' 1 1921 388 0.01 0.Oa 0.a1 2.
1 0224 l49 0.01 0.00 O.00 2. • 1 1924 389 D.O1 O.Oa 0.01 2.
1 0327 150 0.01 0.00 0.00 2. 1 1922 390 a.DI a.00 0.01 2.
1 0730 151 0.01 0.00 0.00 2. • 1 1930 391 0.01 a.00 0.01 2.
1 0333 152 0.01 0.00 0.00 2. ' 1 1933 392 0.01 O.aO 0.01 2.
1 0336 153 O.OI 0.00 0.0a 2. 1 1936 393 0.01 0.00 0.01 2.
1 0239 154 0.01 0.00 0.00 2. ' 1 1939 391 0.01 0
.aO 0.01 2.
1 0312 155 0.01 0.00 0.01 2. 1 1942 395 a.01 0.00 0.01 2.
1 0545 156 0'01 0.00 0.01 2. 1 1945 396 0.01 0.00 0.01 2.
1 0248 157 0.01 0.00 0.01 2. • 1 1948 393 0.01 0.00 0.01 2.
1 0253 158 0.01 0.00 a.01 2. • 1 1951 398 0.01 0.00 0.01 2.
1 0254 159 0.01 0.00 0.01 2. 1 1959 399 0.01 0.00 0.01 2.
1 0757 160 0.01 0.00 0.01 2. • 1 1957 400 0.01 0.00 0.01 2.
1 0800 161 0.01 0.00 0.01 2. 1 2000 401 0.01 0.00 0.01 2.
1 0803 162 0.01 0.00 0.01 2. 1 2003 402 0.01 0.00 0.01 2.
1 0006 163 0.01 0.00 0.01 2. 1 2006 403 0.01 0.00 0.01 2.
1 0909 164 0.01 0.01 0.01 2. ' 1 2009 404 0.01 0.00 0.01 2.
1 0812 165 0.01 0.00 0.01 2. 1 2012 405 0.01 0.00 0.01 2.
1 OB15 166 0.01 0.01 0.01 2. • 1 2015 406 0.01 0.00 0.01 2.
1 0818 163 0.01 0.01 0.01 3. 1 2019 402 0.01 0.00 0.01 2.
1 0821 169 0.01 0.01 0.01 3. 1 2021 408 0.01 0.00 0.00 2.
1 0824 169 0.01 0.01 0.01 3. 1 2024 409 0.01 0.0D 0.00 2.
1 0027 110 0.01 0.01 0.01 3. 1 2022 410 0.01 0.00 0.00 2.
1 0830 121 0.01 0.01 0.01 J. 1 2030 411 0.01 D.00 0.00 2.
1 0833 172 0.01 0.01 0.01 3. 1 2033 412 0.01 0.00 0.00 2.
1 0836 133 0.01 0.01 0.01 3. • 1 2036 413 0.01 0.00 0.00 2.
1 0839 124 0.01 0.01 0.01 J. 1 2039 414 OAD 0.00 0.00 2.
1 0842 125 0.01 0.01 0.01 3. 1 2042 415 0.00 0.00 0.00 2.
1 0845 136 0.01 0.01 0.01 3. ' 1 2045 416 O.DO O.OD O.DO 2.
1 0848 1'77 0.01 0.01 0.01 1. 1 2049 413 0.00 D.00 0.00 2.
1 0851 178 0.01 0.01 0.01 3. 1 2051 419 0.00 0.00 0.00 2.
1 0654 179 0.01 0.01 0.01 3. 1 2054 419 0.00 O.00 0.00 2.
1 0052 180 0.02 0.01 0.01 4. 1 2057 420 0.00 0.00 0.00 2.
1 0900 101 0.02 0.01 0.01 4. 1 2100 421 OAD 0.00 0.00 2.
1 0903 182 0.02 0.01 0.01 4. 1 2103 422 0.00 0.00 0.00 2.
1 0906 193 D.02 D.01 0.01 4. ' 1 2106 423 0.00 0.00 0.00 2.
1 0909 184 0.02 0.01 0.01 4. 1 2109 424 0.00 0.00 0.00 2.
1 0912 185 0.02 0.01 0.01 4. 1 2112 425 0.00 0.00 0.00 2.
1 0915 1B6 0.02 0.01 0.01 4. 1 2115 426 0.00 D.00 0.00 2.
1 0910 182 0.02 0.01 0.01 4. 1 2118 423 0.00 0.00 0.00 2.
1 0921 108 0.02 0.01 0.01 4. • 1 2121 428 0.00 0.00 0.00 2.
1 0924 189 0.02 O.ID 0.01 4. 1 2124 429 0.00 0.00 0.00 2.
1 0922 190 0.02 0.01 0.01 4. 1 2122 430 0.00 0.00 0.00 2.
1 0930 191 0.02 0.01 0.01 B. 1 2130 431 O.DO 0.00 0.00 2.
1 0933 192 0.02 0.01 0.01 5. 1 2133 432 0.00 0.00 0.00 2.
1 0936 19) 0.02 0.01 0.01 5. 1 2136 433 0.00 DAO 0.00 2.
1 0939 194 0.02 0.01 0.01 S. 1 2139 434 0.00 0.00 0.00 2.
1 0942 195 0.02 0.01 0.01 5. 1 2142 435 0.00 0.00 0.00 2.
1 0945 196 0.02 0.01 0.01 S. 1 2145 436 0.00 0.00 0.00 2.
1 0948 192 0.02 0.01 0.01 5. 1 2148 433 0.00 0.00 0.00 2.
1 0951 198 0.02 0.01 0.01 1 2151 433 0.00 0.00 0.00 2.
1 0954 199 0.02 0.01 0.01 5. 1 2154 439 0.00 0.00 0.00 2.
1 0952 200 0.02 0.01 0.01 5. 1 2152 440 0.00 0.00 0.00 2.
1 1000 201 0.02 0.01 0.01 6. 1 2200 441 0.00 0.00 0.00 2.
1 1003 202 0.02 O.DI 0.01 6. 1 2203 442 0.00 0.00 0.00 2.
1 1006 203 0.02 0.01 0.01 6. 1 2206 443 0.00 0.00 0.00 2.
1 1009 204 0.02 0.01 0.02 6. 1 2209 444 0.00 0.00 0.00 2. _
1 1012 205 0.02 0.01 0.02 6. 1 2212 445 0.00 0.00 0.00 2.
1 1015 206 0.02 0.01 0.02 6. 1 2215 446 0.00 0.00 D.00 2.
1 1019 202 0.02 0.01 0.02 6. 1 2218 442 0.00 0.00 0.00 2.
1 1021 209 0.02 0.01 0.02 2. 1 2221 448 0.00 0.00 0.00 2.
1 1024 209 0.02 0.01 0.02 3. 1 2224 449 0.00 O.OD 0.00 2.
1 1020 210 0.02 0.01 0.02 7. 1 2227 450 0.00 0.00 0.00 2.
1 1030 211 0.02 0.01 0.02 2. 1 2230 451 0.00 0.00 0.00 2.
1 1033 212 0.03 0.01 0.02 2. 1 2233 452 0.00 0.00 0.00 2.
1 1036 213 0.03 0.01 0.02 0. 1 2236 453 0.00 0.00 0.00 2.
1 1039 214 0.03 Val 0.02 0. 1 2239 454 0.00 OAO 0.00 2.
1 1042 215 0.03 0.01 0.02 0. 1 2242 455 0.00 0.00 0.00 2.
1 1045 216 0.03 0.01 0.02 B. 1 2245 456 0.00 0.00 0.00 2.
1 1049 212 0.03 0.01 0.02 a. 1 2248 453 OAD 0.00 a.aD 2.
1 1051 218 0.03 0.01 0.02 8. 1 2251 458 0.00 0.00 0.00 2.
1 1054 219 D.03 0.01 0.02 9. • 1 2254 459 0.00 0.00 0.00 2.
1 1052 220 0.03 0.01 a.02 9. 1 2251 460 0.00 OAO 0.00 2.
1 1100 221 0.03 0.01 0.02 9. 1 2300 4c1 0.00 0.00 0.00 2.
1 IlD3 222 0.03 0.01 0.03 9. 1 2313 462 0.00 0.00 0.00 2.
1 1106 223 0.03 0.01 0.03 10. 1 2306 463 0.00 0.00 0.00 2.
1 1109 224 0.04 0.01 0.03 la. 1 23 09 464 0.00 0.00 a.DD 2.
1 1112 225 0.04 0.01 0.03 10. 1 2312 465 D.00 0.00 0.00 2.
1 1115 226 0.04 0.01 0.03 11. 1 2315 466 0.00 0.00 0.00 2.
1 1118 222 0.04 O.01 0.03 12. 1 2318 467 0.00 0.00 O.DO 2.
1 1121 228 0.04 0.01 0.04 12. 1 2321 ace 0.00 0.00 0.00 2.
1 1124 229 0.04 0.01 0.04 13. 1 2324 469 0.00 0.00 0.00 2.
1 1122 230 0.05 0.01 0.04 13. 1 2322 430 0.00 0.00 0.00 2.
1 1130 231 0.05 O.DI 0.04 14. 1 2330 421 0.00 0.00 0.00 2.
1 1133 232 0.02 0.01 0.06 15. 1 2333 422 0.00 0.00 D.00 2.
1 1136 233 0.02 0.01 0.06 12. 1 2336 433 0.00 0.00 0.00 1.
1 1139 234 0.10 D.DI 0.09 19. 1 2339 424 O.DO 0.00 0.00 1.
1 1142 235 0.10 0.01 D.D9 23. 1 2342 05 0.00 0.00 0.00 1.

25 Year- Improved Conditions 13
1 1145 236 0.14 0.02 0.12 28. ` 1 2345 476 0.00 0.00 1.00 1.
1 1141 211 0.L 0.02 0.12 33. ` 1 2348 477 0.00 0.00 1.00 1.
1 1151 238 O.II 0.02 0.15 39. ` 1 2351 47
8 0.00 0.00 0.00 1.
1 1154 239 0.❑ 0.02 0.16 46. ` 1 2354 479 0.00 0.00 0.00 1.
1 1157 240 0.34 0.03 0.31 55. • 1 2357 400 0.00 0.00 0.00 1.
xx.x....e...................-.............................x...........................................................................
TOTAL RAINFALL - 8.10, TOTAL LOSS - 1.43, TOTAL EXCESS - 6.67
PEAK FLOW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 23.95-HR
(CF5) IHRI
ICFSI
Ill. 12.15 18. 6. 6. 6.
(INCHES) 5.182 6.653 6.653 6.653
(AC-FT) 9. 11. II. I1.
CUMULATIVE AREA - 0.03 SO MI
... ... ... ... ... ... ... ... ... x.. .e. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
.x...xx..x.x..
70 KK junct
72 KO OVI'PUT CONTROL VARIABLES
I PRNT 0 PRINT CONTROL
IPIAT 0 PUCT CONTROL
OSCAL 0. HVDROGRAPH PLOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
IOVI' 22 SAVE MYDROGRAPH ON THIS UNIT
1SAV1 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 460 LAST ORDINATE PUNCHED OR SAVED
TIMI NT 0.050 TIME INTERVAL 1N HOURS
73 HC HYOROCRAPH COMBINATION
ICOMP 2 NUMBER OF HYOROGRAPHS TO COMBINE
...........................x.x......r.ux.xx..xexx.....x....................................................................u...x.
HYDROORAPH AT STATION junCt
SUN OF 2 HYDROGRAPHS
.e......ue.......e....u............e...........................x..x..x..u.u...................................... .............
DA MON HRMN ORD FIAYI ' DA MON IIRMJ ORD FION DA MON HRMN ORD FIAY1 DA MON HRMN ORD FDOW
1 0000 1 0. 1 0600 121 2. * 1 1200 241 106. 1 1800 361 6.
1 0003 2 0. 1 0603 122 2. 1 1203 242 131. 1 1803 362 6.
1 0006 3 0. 1 0606 123 2. ' 1 1206 243 155. 1 1806 363 6.
1 0009 4 0. 1 0609 124 2. 1 1209 244 113. 1 1809 364 6.
1 0012 5 0. 1 0612 125 2. 1 1212 245 119. 1 1812 365 5.
1 0015 6 0. 1 0615 126 2. • 1 1215 246 176. 1 1815 366 5.
1 0018 l 0. 1 0618 127 3. 1 1218 247 169. 1 1818 367 S.
1 0021 B 0. 1 0621 129 3. 1 1221 248 160. 1 1921 368 5.
1 0024 9 0. 1 0624 129 3. 1 1224 249 150. 1 1824 369 5.
1 0027 10 0. I 0627 130 3. 1 1227 250 139. 1 1827 370 5.
1 0030 11 0. I 0630 131 3. 1 1230 251 127. 1 1930 371 5.
1 0033 12 0. 1 0633 132 3. • 1 1233 252 114. 1 1833 372 5.
1 0036 13 0. 1 0436 133 3. 1 1236 253 111. 1 1836 373 5.
1 0039 14 0. 1 0639 134 3. 1 1239 254 09. 1 1839 334 5.
1 0042 15 0. 1 0642 135 3. 1 1242 255 79. 1 1842 375 5.
1 0045 16 0. 1 0645 136 3. 1 1245 256 70. 1 1845 376 S.
1 0049 Il G. 1 0648 137 3. 1 1248 257 63. 1 1848 all 5.
1 0051 18 0. I 0651 138 3. 1 1251 258 5l. 1 1851 278 5.
1 0054 19 0. 1 0654 139 3. 1 1254 259 51. 1 1854 379 5.
1 0057 20 0. 1 0657 140 3. 1 1257 260 47. 1 1857 300 5.
1 01D0 21 0. • 1 0700 141 3. • 1 1300 261 43. 1 1900 301 5.
1 0103 22 0. 1 E103 142 4. 1 1303 262 39. 1 1903 382 5.
1 0106 23 0. 1 0706 143 4. 1 1306 263 36. 1 1906 383 5.
1 0109 24 0. 1 0109 144 4. 1 1339 264 34. 1 1909 384 5.
1 0112 25 0. 1 D712 145 4. 1 1312 265 32. 1 1912 305 5.
1 0115 26 0. 1 0715 146 4. 1 1315 266 30. 1 1915 386 5.
1 0118 27 0. 1 0719 147 4. 1 1318 267 29. 1 1918 387 5.
1 0121 28 D. 1 0721 148 4. 1 1321 269 27. 1 1921 388 5.
1 0124 29 0. 1 0724 149 4. 1 1324 269 26. 1 1924 389 5.
1 0127 30 0. 1 0727 150 4. ` 1 1327 270 25. 1 1921 390 S.
1 0130 31 0. 1 0130 151 4. 1 1330 211 24. 1 1930 391 5.
1 0133 32 0. 1 0733 152 4. 1 1333 272 24. 1 1933 392 5.
1 0136 33 0. ' 1 0136 153 4. 1 1336 273 23. 1 1936 393 5.
1 0139 34 0. 1 0139 154 4. 1 1339 274 22. 1 1939 394 5.
1 0142 35 0. 1 0742 155 5. 1 1312 275 22. 1 1942 395 5.
1 0145 36 0. I 0145 156 5. 1 1345 276 21. 1 1945 396 S.
1 010 17 0. 1 0748 157 5. 1 1348 277 21. 1 1949 397 5.

25 Year- Improved Conditions 14
1 0151 38 0. • 1 0151 158 S. 1 1351 27B 20. 1 1951 398 5.
1 0154 39 0. • 1 0154 159 5. 1 1354 2 l 9
20. • 1 1959 399 4.
1 0157
40 0. • 1 0]5] 160 S. ' 1 1357 280 19. 1 1957 400 4.
1 0200 41 0. • 1 0800 l6t S. ' 1 1400 281 19. 1 2000 401 4.
1 020J 42 0. • 1 OBOJ 162 5. ' I 1413 282 10. • 1 2003 402 4.
1 0206 43 0. ' 1 0806 163 5. 1 1906 283 1B. ' 1 2006 403 4.
1 1219 44 0. 1 0809 164 5. ' 1 1109 284 t]. 1 2119 904 4.
1 0212 15 0. • 1 0812 165 5. 1 1412 285 17. • l 2012 905 4.
1 0215 46 0. • 1 OR15 166 6. 1 1415 286 1]. • 1 2015 406 4.
1 0218 17 0. 1 081E 167 6. • 1 1418 2B1 1]. 1 2010 407 4.
1 0221 48 0. • 1 0821 161 6. • I 1921 288 16. I 2021 401 1.
1 0224 19 0. • 1 OB21 169 6. • 1 1429 289 16. 1 2024 409 4.
1 0227
50 0. • 1 0B2] 110 6. • 1 1427 290 16. 1 2027 410 4.
1 0230 51 0. • 1 0830 171 6. • 1 1430 291 16' • 1 2030 Ill 4.
t 0233 52 0. 1 0833 172 6. ' 1 1932 292 ]5. 1 2133 112 1.
I 0236 53 0. ' 1 G836 173 1. • 1 1443 292 15. 1 2036 013 1.
1 0239 54 0. • 1 0839 174 ]. . 1 1439 294 15. 1 2039 414 4.
1 0242 55 0. • 1 0842 175 7. ' 1 1442 295 15. . 1 2042 415 4.
1 0245 56 0. 1 0845 176 1. • 1 1445 296 15. 1 2045 416 4.
1 0248 57 0. ' 1 0848 171 7. 1 1448 297 11. 1 2048 417 4.
1 0251 58 0. 1 0851 178 7. 1 1451 298 14. • 1 2051 418 4.
1 G254 59 0. I 0854 179 8. • 1 1454 259 14. I 2054 419 4.
1 0257 60 0. 1 0857 180 8. • I 1451 300 14. 1 2057 420 4.
1 0300 61 0. 1 0900 181 8. • 1 1500 301 14. 1 2100 421 4.
1 0303 62 0. 1 0903 182 e. • 1 1503 302 13. 1 2103 422 4.
1 0306 63 0. 1 0906 183 8. ' 1 1506 303 13. 1 2106 423 4.
1 0309 64 0. ' 1 0909 184 9. 1 1509 304 13. • 1 2109 424 4.
1 0312 65 0. 1 0912 185 9. • 1 1512 305 13. 1 2112 425 4.
1 0315 66 0. 1 0915 186 9. • 1 1515 306 13. 1 2115 926 4.
1 0318 61 0. 1 0918 187 9. • 1 151E 307 12. 1 2110 427 4.
I 0321 6B 0. 1 0921 188 9. ` 1 1521 308 12. 1 2121 428 4.
1 0324 69 0. 1 0924 109 9. 1 1524 309 12. 1 2124 429 4.
1 0327 70 0. 1 0927 190 10. ' 1 1527 110 12. 1 2127 430 4.
1 0330 11 0. 1 0930 191 10. • 1 1530 311 12. 1 2130 431 4.
1 0333 72 0. 1 0933 192 10. I 1533 312 11. 1 2133 432 4.
1 0336 73 1. 1 0936 193 10. ` 1 1536 313 11. • 1 2136 433 4.
1 0339 74 1. 1 0939 194 10. ' 1 1539 314 11. 1 2139 434 4.
1 0342 15 1. 1 0942 195 11. * 1 1542 315 IL • 1 2142 435 4.
1 0345 16 1. 1 0945 196 11. 1 1545 316 11. I 2195 436 4.
1 0348 ]] 1. 1 0940 197 11. 1 1548 317 11. 1 2148 433 4.
1 0351 78 1. 1 0951 198 11. • 1 1551 318 10. 1 2151 438 4.
1 0354 19 1. 1 0954 199 11. 1 1554 319 10. 1 2154 439 4.
1 0357 80 1. 1 0957 200 12. 1 1557 320 10. 1 2157 440 4.
1 0400 81 1. 1 1000 201 12. ' 1 1600 321 10. 1 2200 441 4.
1 0403 82 1. 1 1003 202 12. 1 1603 322 10. 1 2203 442 4.
1 0406 83 1. 1 1006 203 12. • 1 1606 323 9. 1 2206 443 4.
1 0409 84 1. 1 1009 204 13. 1 1609 324 9. 1 2209 444 4.
1 0412 05 1. E 1012 205 13. 1 1612 325 9. • 1 2212 445 4.
1 0415 86 1. %1 1015 206 13. 1 1615 326 9. 1 2215 446 4.
1 0418 87 1. 1 1018 207 13. 1 1618 321 9. 1 2218 447 4.
1 0421 88 1. 1 1021 208 14. 1 1621 328 9. • 1 2221 448 4.
1 0424 89 1. 1 1024 209 14. 1 1624 329 9. 1 2224 449 4.
1 0427 90 1. 1 1027 210 14. ' 1 1627 330 B. 1 2227 450 3.
1 0430 91 I. 1 1030 211 15. • 1 1630 331 B. 1 2230 451 3.
1 0433 92 1. I 1033 212 15. 1 1633 332 8. 1 2233 452 3.
1 0436 93 1. 1 1036 21.3 15. 1 1636 333 8. 1 2236 453 3.
1 0439 95 1. 1 1039 214 1, 1 1639 334 B. • 1 2239 454 3.
1 0442 95 1. 1 1042 215 if, 1 1642 335 B. 1 2242 455 J.
1 0445 96 1. 1 1045 216 17. 1 1645 336 8. 1 2245 456 3.
1 0440 97 1. 1 1048 217 1'1. 1 1648 33) 8. 1 2248 457 3.
1 0451 98 1. 1 1051 219 17. 1 1651 338 B. 1 2251 458 3.
1 0454 99 1. 1 1054 219 18. 1 1654 339 B. • 1 2254 459 3.
1 0457 100 1. 1 1057 220 18. 1 1657 340 8. • 1 2257 460 3.
1 0500 101 2. 1 1100 221 19. 1 1700 341 1. 1 2300 461 3.
1 0503 102 2. 1 1103 222 19. 1 1103 342 7. 1 2303 462 3.
1 0506 103 2. 1 1106 223 19. 1 1706 343 1. 1 2306 463 3.
1 0509 104 2. 1 1109 224 20. I 1709 344 1. 1 2309 464 3.
1 0512 105 2. 1 1112 225 21. 1 1712 345 1. • I 2312 465 3.
1 0515 106 2. 1 1115 226 22. 1 1715 346 7. I 2315 466 3.
1 0519 107 2. 1 1118 227 22. 1 1718 347 7. I 2318 467 3.
1 0521 108 2. 1 1121 228 24. 1 1321 34B 7. I 2321 468 3.
1 0524 109 2. 1 1124 229 25. 1 1724 399 1. 1 2324 469 3.
1 0527 110 2. 1 1127 230 26. • 1 1327 350 7. 1 2323 470 3.
1 0530 111 2. 1 1130 231 27. • 1 1730 351 1. 1 2330 471 3.
1 0533 112 2. 1 1133 232 29. 1 1733 352 1. 1 2333 472 3.
1 0536 113 2. 1 1136 233 31. I 1136 353 6. 1 2336 413 3.
1 0539 114 2. 1 1139 234 34. ' 1 1739 354 6. 1 2339 474 3.
1 0542 115 2. 1 1142 235 39. 1 1742 355 6. 1 2342 475 3.
1 0545 116 2. 1 1145 236 46. 1 1745 356 6. 1 2345 476 3.
1 0549 117 2. 1 1149 237 52. 1 1748 357 6. 1 2348 9]] 3.
1 0551 118 2. 1 1151 238 62. 1 1151 358 6. 1 2351 478 3.
1 0554 119 2. 1 1154 239 12. 1 1754 359 6. 1 2354 479 3.
1 0557 120 2. 1 115] 240 86. 1 1751 360 6. 1 2357 490 3.
...................................................................................................................................
PEAK FLON TIME MAXIMUM AVEMGE FWM
6-MR 24-MR 12-MR 23.95-MR
(CPS) (MR)
ICF51
179. 12.20 37. 12. 12. 12.
(INCHES) 5.342 6.943 6.943 6.943
(AC-FTI 10. 24. 24. 24.
CUMULATIVE AREA = 0.0. SQ MI

25 Year- Improved Conditions 15
... ... ... ... ... ... ... ... ... ... ..• ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
..............
14 KK • FOND
•'•'••••'•••'•Detention Pond
76 NO OVI'PUT CONTROL VARIABLES
IPRNT 0 PRINT CONTROL
IPLOT 0 PONT CONTROL
QSCAL 0. HYDROGRAPH PLAT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
low 22 SAVE HYDROGRAPH ON THIS UNIT
ISAVS 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 400 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
HYDROGRAPH ROUTING DATA
71 RS STORAGE ROUTING
NSTPS I NUMBER OF SUBREACHES
1TYP ELEV TYPE OF INITIAL CONDITION
RSVRIC 94.00 INITIAL CONDITION
X 0.00 WORKING R AND D COEFFICIENT
18 SA AREA 2.4 2.6 2.0 3.0 3.3 3.5 3.8
19 SE ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 97.00
80 SC DISCHARGE 0. 1. 2. 36. 97. 179. 290.
81 SE ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 97.00
COMPUTED STORAGE-ELEVATION DATA
STORAGE 0.00 1.25 2.61 4.08 5.66 7.35 9.18
ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 97.00
COMPUTED STORAGE-OUTFI -ELEVATION DATA
STORAGE 0.00 1.25 2.61 4.08 5.66 7.35 9.18
OUTFLOW 0.00 0.60 2.10 36.40 97.20 179.30 290.00
ELEVATION 94.00 94.50 95.00 95.5D 96.00 96.50 97.00
........................................u............................................................................
.............
HYDROGRAPH AT STATION POND
.......e....u«..........................e......e.........................u«..•..............................................
...
DA MON HRNNI ORD OUTFUyd STORAGE STAGE DA MON HRM4 ORD OUTFWtl STORAGE STAGE OR MON HRMN ORD OUTFLOW STORAGE STAGE
1 0000 1 0. 0.0 94.0 1 0800 161 0. 0.6 94.3 1 1600 321 12. 3.0 95.1
1 0003 2 0. 0.0 94.0 1 0003 162 0. 0.0 94.3 1 1603 322 12. 3.0 95.1
1 0006 3 0. 0.0 94.0 1 0806 163 0. 0.9 94.3 1 1606 323 11. 3.0 95.1
I 0009 4 0. 0.0 94.0 1 0809 164 0. 0.9 94.4 1 1609 324 11. 3.0 95.1
1 0012 5 0. 0.0 94.0 1 0812 165 0. 0.9 94.4 1 1612 325 11. 3.0 95.1
1 0015 6 0. 0.0 94.0 • 1 0815 166 0. 0.9 94.4 1 1615 326 11. 3.0 95.1
1 00I8 1 0. 0.0 94.0 ' 1 0810 167 0. 1.0 94.4 1 1618 327 11. 3.0 95.1
1 0021 8 0. 0.0 94.0 1 0921 169 0. 1.0 94.4 1 1621 328 11. 3.0 95.1
I OU24 9 0. 0.0 94.0 1 0824 169 0. 1.0 94.4 1 1624 329 10. 3.0 95.1
1 0021 30 0. 0.0 94.0 • 1 0627 170 0. 1.0 94.4 1 1627 330 10. 3.0 95.1
1 0030 11 0. 0.0 94.0 • 1 0930 191 1. 1.0 94.4 1 1630 331 10. 2.9 95.1
1 0033 12 0. 0.0 94.0 1 0833 172 1. 1.1 94.4 1 1633 332 10. 2.9 95.1
1 0036 13 0. 0.0 94.0 1 0836 173 1. 1.1 94.4 I 1636 333 10. 2.9 95.1
1 0039 14 0. 0.0 94.0 1 0839 174 1. 1.1 94.4 1 1639 334 I0. 2.9 95.1
1 0042 15 0. 0.0 94.0 1 0842 175 1. 1.1 94.5 1 1642 335 9. 2.9 95.1
1 0045 16 0. 0.0 94.0 1 0845 176 1. 1.2 94.5 1 1645 336 9. 2.9 95.1
1 0048 11 0. 0.0 94.0 1 D848 177 I. 1.2 94.5 1 1648 337 9. 2.9 95.1
1 0051 18 0. 0.0 94.0 1 0851 118 1. 1_3 94.5 1 1651 339 9. 2.9 95.1
1 0054 19 0. 0.0 94.0 1 0854 179 1. 1.3 94.5 1 1654 339 9. 2.9 95.1
1 0057 20 0. 0.0 94.0 1 0857 111 1. 1.3 94.5 1 1651 34D 9. 2.9 95.1
1 0100 21 0. 0.0 94.0 1 0900 181 1. 1.3 94.5 1 1700 341 9. 2.9 95.1
1 0103 22 0. O.Y 94.D 1 0903 192 1. 1.3 94.5 ' 1 1703 342 9. 2.9 95.1
1 0106 23 0. 0.0 94.0 1 0906 183 1. 1.4 94.5 1 170A 343 S. 2.1 95.1
1 0109 24 0. 0.0 94.0 1 0909 104 1. 1.4 94.6 1 1709 344 0. 2.9 95.1
1 0112 25 0. 0.0 94.0 1 0912 185 1. 1.4 94.6 1 1112 345 8. 2.9 95.1
1 0115 26 D. 0.0 94.0 1 0915 IB6 1. 1.5 94.6 1 1715 346 0. 2.9 95.1
1 0118 21 0. 0.0 94.0 1 0918 IBl 1. 1.5 94.6 1 1718 347 8. 2.9 95.1
1 0121 28 0. 0.0 94.0 1 0921 188 1. 1.5 94.6 1 1121 348 B. 2.9 95.1
1 0124 29 0. 0.0 94.0 1 0924 189 1. I.ti 94.4 1 1724 349 8. 2.9 95.1
1 0127 30 0. 0.0 94.0 1 0921 190 1. 1 94.6 1 1727 350 S. 2.8 95.1
1 0130 31 0. 0.0 94.0 1 0930 191 1. 1.6 94.6 1 1730 351 B. 2.8 95.1
1 0133 32 0. 0.0 94.0 1 0933 192 1. 1.7 94.7 1 1133 352 B. 2.8 15.1
1 0136 33 U. 0.0 94.0 1 0936 193 1. 1.7 94.7 1 1136 353 1. 2.9 95.1
1 0139 34 0. 0.0 94.0 1 0939 1'14 1. 1_8 94.7 1 1739 354 1. 2.8 15.1

25 Year - Improved Conditions 16
1 0142 35 0. 0.1 94.1 ' 1 0912 195 1. 1.8 94.3 ' 1 1112 355 1. 2.8 95.1
1 0145 36 0. 0.0 91.0 ' 1 0945 191 1. 1.8 99"1 ` 1 1795 356 3- 2.8 95.1
1 0148 31 0. 0.0 14.0 • 1 0940 197 1. 1-9 94.7 • 1 1748 353 1. 2.8 95.1
1 0151 30 0. 0.0 94.0 • t 0951 198 1. 1.9 94.7 ' 1 1951 358 1. 2.8 95.1
1 .54 39 Y. 0.0 94.0 ` 1 0954 199 1. 2.0 94.8 1 1154 359 1. 2.8 95.1
1 0157 40 Y. 0.0 94.0 1 0953 200 1. 2.0 91.8 • 1 1751 360 1. 2.B 95.1
1 0201 41 0. 0.0 94.0 ` I 1000 201 1. 2.0 94.8 t 1000 161 3. 2.8 95.1
1 0203 42 0. 0.0 94.0 • 1 IOW 202 2. 2.1 94.8 • 1 180J 362 1. 2.8 95.1
1 0206 43 0. 0.0 94.0 ' 1 1006 203 2. 2.1 94.8 • 1 1806 363 1. 2.8 95.1
I 0219 44 0. 0.0 94.0 • 1 1009 204 2. 2.2 94.1 1 I019 361 6. 2.8 95.1
1 021E 45 0. 0.0 91.0 ' 1 101E 205 2. 2.2 94.9 1 181E 365 6. 2.8 95.1
1 0215 46 0. 0'0 91.0 ` 1 1015 206 2. 2.3 ".9 ' 1 1815 366 6. 2.0 95.1
1 0210 47 0. 0.0 94.0 ' I 1018 207 2. 2.3 94.9 ` 1 1818 367 6. 2.8 95.1
1 0221 48 0. 0.0 94.0 ' 1 1021 208 2. 2.4 94.9 • 1 1821 368 6. 2.9 95-1
1 0224 49 0. 0.0 94.0 ' 1 1024 209 2. 2.4 94.9 ' 1 1824 369 6. 2.8 95.1
1 0227 50 0- 0.0 94.0 ' 1 1027 210 2. 2.5 94.9 • 1 1820 370 6. 2.8 95.1
1 0230 51 0. 0.0 94.0 ' 1 1030 211 2. 2.5 95.0 • 1 1930 371 6. 2.8 95.1
1 0233 52 0. 0.0 94.0 • 1 1033 212 2. 2.6 95.0 ' 1 1033 372 6. 2.8 95.1
1 0236 53 0. 0.0 94.0 ' 1 1036 213 2. 2-6 95.0 • 1 1036 373 6. 2.8 95.1
1 0239 54 0. 0.0 94.0 • 1 1039 214 4. 2.3 95.0 • 1 1839 374 6. 2.9 95.1
1 0242 55 0. 0.0 94.0 1 1042 215 5. 2.7 95.0 • 1 1842 305 6. 2.8 95.1
1 0245 56 0. 0.0 94.0 1 1045 216 6. 2.8 95.1 • 1 1845 376 6. 2.8 95.1
1 0248 53 0. 0.0 94.0 • I 1040 217 1. 2.8 95.1 • 1 1648 all 6. 2.8 95.1
1 0251 58 0- 0.0 94.0 1 1051 218 B. 2-9 95.1 • 1 1851 378 6. 2.6 95.0
1 0254 59 0. 0.0 94.0 • 1 1054 219 9. 2.9 95.1 • 1 1854 379 5. 2.8 95.0
1 0257 60 0. 0.0 94.0 ' 1 1057 220 10. 2.9 95.1 ' 1 1857 360 5. 2.8 95.0
1 0300 61 0. 0.0 94.0 • 1 1100 221 10. 3.0 95.1 • 1 1900 381 5. 2.7 95.0
1 0303 62 0. 0.0 94.0 1 1103 222 11. 3.0 95.1 ' 1 1903 302 5. 2.7 95.0
1 0306 63 D. 0.0 94.0 • 1 1106 223 12. 3.0 95.1 1 1906 393 5. 2.7 95.0
1 0309 64 0. 0.0 94-0 1 1109 224 13. 3.1 95.2 ' 1 1909 384 5. 2.7 95.0
I 0312 65 0. 0.0 94.0 1 1112 225 13. 3.1 95.2 1 1912 385 5. 2.7 95-0
1 0315 66 0. 0.0 94.0 • 1 1115 226 14. 3.1 95.2 * 1 1915 386 S. 2.7 95.0
1 0318 67 0. 0.0 54.0 ' 1 1119 223 15. 3.2 95.2 ` 1 L18 387 5. 2.7 95.0
1 0321 60 0. 0.0 94.0 • 1 1121 226 16. 3.2 95.2 • 1 1921 38B 5. 2.7 95-0
1 0324 69 0. 0.0 94.0 ` 1 1124 229 16. 3.2 95.2 • 1 1924 399 5. 2.7 95.0
1 0323 10 0. 0.0 94.0 ' 1 1127 230 13. 3.3 95.2 • 1 1927 390 S. 2.3 95.0
1 0330 11 0. 0.0 94.0 ' 1 1130 231 18. 3.3 95.2 ' 1 1930 391 5. 2.7 95.0
1 0333 02 0. 0.0 94.0 1 1133 232 19. 3.3 95.2 • 1 1933 392 5. 2.7 95.0
1 0336 73 0. 0.0 94.0 I 1136 233 20. 3.4 95.3 • 1 1936 393 5. 2.7 95.0
1 0339 14 0. 0.0 94.0 1 1139 234 21. 3.4 95.3 ` 1 1939 394 5. 2.3 95.0
1 0342 75 0. 0.0 94.0 • 1 1142 235 23. 3.5 95.3 ' 1 1942 395 5. 2.7 95.0
1 0345 76 0. 0.0 94.0 • 1 1145 236 24. 3.6 95.3 ' 1 1945 396 5. 2.7 95.0
1 0348 Yl 0. 0.0 94.0 • 1 2148 233 27. 3.3 95.4 • 1 1948 397 5. 2.1 95.0
1 0351 38 0. 0.0 94.0 • 1 1151 239 30. 3.8 95.4 1 1951 398 5. 2.7 95.0
I 0354 79 0. 0.0 94-0 • 1 1154 239 33. 3.9 95.5 1 1954 399 5. 2.3 95.0
1 0351 80 0. 0.0 94.0 ' 1 1157 240 38. 4.1 95.5 • 1 1953 400 5. 2.3 95.0
1 0400 B1 0. 0.0 94.0 • 1 1200 241 46. 4.3 95.6 ' 1 2000 40l S. 2.7 95.0
1 0403 82 0. 0.1 '94.0 ' 1 1203 242 57. 4.6 95.7 • 1 2003 402 5. 2.7 95-0
1 0406 83 0. 0.1 ' 94.0 • 1 1206 243 70. 4.4 95.8 " 1 2006 403 5. 2.1 95.0
1 0409 84 0. 0.1 94.0 • 1 1209 244 84. 5.3 95.9 1 2009 404 5. 2.7 95.0
1 0412 85 0. 0.1 94-0 1 1212 245 97. 5.7 96.0 1 2012 405 5. 2.7 95.0
I 0415 86 0. 0.1 94.0 1 1215 246 112. 6.0 96.1 1 2015 406 5. 2.7 95.0
1 0418 Bl 0. 0.1 94.0 1 1218 247 123. 6.2 96.2 1 2018 407 S. 2.7 95.0
1 0421 88 0. 0.1 94.0 1 1221 248 130. 6.3 96.2 1 2021 408 S. 2.7 95.0
1 0424 89 0. 0.1 94.0 ' 1 1224 249 135. 6.4 96.2 1 2024 409 5. 2.7 95.0
1 0427 90 0. 0.1 94.0 • 1 1227 250 133. 6.5 96.2 ' 1 2027 410 4. 2.7 95.0
1 0430 91 0. 0.1 94.0 ' 1 1230 251 136. 6.5 96.2 ' 1 2030 411 4. 2.1 95.0
1 0433 92 0. 0.1 94.0 1 1233 252 133. 6.4 96.2 • 1 2033 412 4. 2.3 95.0
1 0430 93 0. 0.1 94.0 1 1236 253 128. 6.3 96.2 1 2036 413 4. 2.7 95.0
1 0439 94 0. 0.1 94.0 1 1239 254 122. 6.2 96.2 1 2039 414 4. 2.7 95.0
1 0442 95 0. 0.1 94.0 1 1242 255 115. 6.0 96.1 1 2042 415 4. 2.3 95.0
1 0445 96 0. 0.1 94.0 1 1245 256 106. 5.9 96.1 1 2045 416 4. 2.3 95.0
1 0448 97 0. 0.1 94.0 1 1248 257 100. 5.7 96.0 1 2048 417 4. 2.7 95.0
1 0451 98 0. 0.1 94.0 1 1251 258 94. 5.6 96.0 1 2051 418 4. 2.7 95.0
1 0454 99 0. 0.1 94.1 ' 1 1254 259 89. 5.4 95.9 1 2054 419 4. 2.7 95.0
1 0457 100 0. 0.1 94.1 1 1257 260 82. 5.3 95.9 1 2057 420 4. 2.7 95.0
1 0500 101 0. 0.1 94.1 1 1300 261 77. 5.1 95.8 1 2100 421 4. 2.7 95.0
1 0503 102 0. 0.1 94.1 1 1303 262 .11. 5.0 95.B 1 2103 422 4. 2.l 95.0
1 0506 103 0. 0.2 94.1 1 1306 263 67. 4.9 95.3 1 2106 423 4. 2.7 95.0
1 0509 104 0. 0.2 94.1 1 1309 264 62. 4.7 95.3 1 2109 424 4. 2.7 95.0
1 0512 105 0. 0.2 94.1 ` 1 1312 265 58. 4.6 95.7 • 1 211E 425 4. 2.7 95_0
1 0515 106 0. 0.2 94.1 1 1315 266 54. 4.5 95.6 ' 1 2115 426 4. 2.4 95.0
1 0518 107 0. 0.2 94.1 1 1318 267 50. 4.4 95.6 ' 1 2118 427 4. 2.7 95.0
1 0521 108 0. 0.2 94.1 1 1321 268 43. 4.3 95.6 1 2121 428 4. 2.3 95.0
1 0524 109 0. 0.2 94.1 1 1324 269 44. 4.3 95.6 ' 1 2124 429 4. 2-3 95.0
1 0527 110 0. 0.2 94.1 1 1127 270 41. 4.2 95.5 1 2127 430 4. 2.7 95.0
1 0530 111 0. 0.2 94.1 1 1330 271 39. 4.1 95.5 ' 1 2130 431 4. 2.7 95.0
1 0533 112 0. 0.2 94.2 1 1333 212 37. 4.1 95.5 1 2133 432 4. 2.7 95.0
1 0536 113 0. 0.2 94.1 1 1336 213 35. 4.0 95.5 1 2136 433 4. 2.7 95.0
1 0539 114 0. 0.2 94.1 1 1339 234 34. 4.0 95.5 i 2139 434 4. 2 J 95.0
1 0542 115 0. 0.2 94.1 1 1342 275 33. 3.9 95.5 1 2142 435 4. 2.7 95.0
1 0545 116 0. 0.2 94.1 1 1345 2TV 32. 3.9 95.4 1 2145 436 4. 2.7 95.0
1 0548 Ill 0. 0.3 94.1 1 1348 27'1 31. 3.1 95.4 1 2118 437 4. 2.7 95.0
1 0551 111 0. 0.3 94.1 1 1351 239 30. 3.8 95.4 1 2151 438 4. 2.1 95.0
1 0554 119 0. 0.3 94.1 1 1354 211 29. 3.9 15.4 • 1 2154 439 4. 2.3 95.0
1 0553 120 0. 0.3 94.1 1 1157 280 29. 3.7 95.4 1 2157 440 4. 2.3 95.0
1 0600 121 0. 0.3 94.1 1 1400 281 27. 3.7 95.4 1 2200 441 4. 2.7 95.0
1 0603 122 0. 0.3 94.1 1 1403 2B2 26. 1.3 95.4 1 2203 442 4. 2.3 95.0
1 0606 123 0. 0.3 94.1 1 1406 283 26. 3.6 95.3 1 2206 443 4. 2.7 95.0
1 0609 124 0. 0.3 94.1 1 1409 284 25. 3.6 95.3 1 2209 144 4. 2.7 95.0
1 0612 125 0. 0.3 14.1 1 :412 285 24. 3.6 95.3 1 2212 445 4. 2.3 95.0
1 0615 126 0. 0.3 94.1 1 1415 286 24. 3.5 95.3 1 2215 446 4. 2.7 95.0
1 0418 12 0. 0.3 94.1 1 1419 287 23. 3.5 95.3 1 2218 449 4. 2.3 95.0
1 0621 128 0. 0.4 91.1 1 1421 288 22. 3.5 9 5.3 1 2221 446 4. 2.7 95.0
1 0624 129 0. 0.4 94.1 1 1424 299 22 3.5 95.3 1 2224 449 4. 2.3 95.0

25 Year - Improved Conditions 17
1 0621 130 0. 0.9 94.1 • 3 192) 290 21. 3.4 95.3 • 1 2221 450 4. 2.7 95.0
1 063E 1J1 0. 0.4 94.2 • 1 14]0 291 21. 3.4 95.] 1 223E 451 4. 2J 95.E
1 0633 132 0. 0.4 94.2 • 1 14]3 292 20. 3.4 95.3 1 2233 452 4. 2.7 95.0
1 0636 133 0. 0.4 94.2 • 1 1q 36 293 20. 3.4 95.3 • I 2236 453 4. 2.7 95.E
1 0639 134 0. 0.4 94.2 ' 1 1439 294 19. 3.3 95.3 1 2239 454 4. 2.7 95.0
1 0642 135 0. 0.4 94.2 • 1 1442 295 19. 3.3 95.2 1 2242 455 4. 2.7 95.0
1 0645 136 0. 0.4 94.2 * 1 1445 296 19. 3.3 95.2 • 1 2245 456 4. 2.7 95.0
1 0648 137 0. 0.5 94.2 • 1 1448 297 18. 3.3 95.2 ' 1 2248 49 4. 2.7 95.0
1 0651 138 0. 0.5 94.2 • 1 1451 298 18. 3.3 95.2 ' 1 2251 458 4. 2.7 95.0
1 0654 139 0. 0.5 94.2 ' 1 1454 299 17. 3.3 95.2 ' 1 2254 459 4. 2.7 95.0
1 0657 140 0. 0.5 94.2 • 1 1457 300 11. 3.3 95.2 1 2257 460 4. 2.7 95.0
1 0700 141 0. 0.5 94.2 ' 1 1500 301 17. 3.2 95.2 • 1 2300 461 3. 2.7 95.0
1 0703 142 0. 0.5 94.2 ' 1 1503 302 16. 3.2 95.2 • 1 2303 462 3. 2.7 95.0
1 0706 143 0. 0.5 94.2 • 1 1506 303 16. 3.2 95.2 • 1 2306 463 3. 2.1 95.0
I 0709 144 0. 0.5 94.2 * 1 1509 304 16. 3.2 95.2 • 1 2309 464 3. 2.7 95.0
1 9112 145 0. 0.6 94.2 * 1 1512 305 16. 3.2 95.2 • 1 2312 465 3. 2.7 95.0
1 0715 146 0. 0.6 94.2 • 1 1515 306 15. 3.2 95.2 1 2315 466 3. 2.7 95.0
1 0718 147 0. 0.6 94.2 • 3 1518 307 15. 3.2 95.2 • 1 2318 467 J. 2.7 95.0
1 0721 148 0. 0.6 94.2 • 1 1521 308 15. 3.2 95.2 ' 1 2321 468 3. 2.7 95.0
1 0724 149 0. 0.6 94.2 . 1 1524 309 15. 3.1 95.2 ` 1 2324 469 3. 2.0 95.0
1 0721 150 0. 0.6 94.3 • 1 1527 310 14. 3.1 95.2 1 2327 470 3. 2.7 95.0
1 033E 151 0. OJ 94.3 ' 1 1530 311 14. 3.1 95.2 • 1 2330 471 3. 2.7 95.0
1 0733 152 0. 0.4 94.3 . 1 1533 312 14. 3.1 95.2 1 2333 Ott 3. 2.7 95.0
1 0736 153 0. 0.7 94.3 • 1 1536 313 14. 3.1 95.2 1 2336 473 3. 2.7 95.0
1 0739 154 0. 0.7 94.3 . 1 1539 314 13. 3.1 95.2 ` 1 2339 474 3. 2.7 95.0
1 0342 155 0. 0.9 94.3 . 1 1542 315 13. 3.1 95.2 1 2342 475 3. 2.1 95.0
1 0145 156 0. 0.7 94.3 • 1 1545 316 13. 3.1 95.2 1 2345 476 3. 2.0 95.0
1 0748 157 0. 0.0 94.3 ' 1 1548 317 13. 3.1 95.2 1 2348 471 3. 2.7 95.0
1 0751 158 0. 0.8 44.3 • 1 1551 310 13. 3.1 95.2 1 2351 470 J. 2.7 95.0
1 0754 159 0. 0.8 94.3 . 3 1554 319 12. 3.0 95.1 1 2354 479 3. 2.7 95.0
1 0)5) 160 0. 0.8 94.3 . 1 1557 320 12. 3.0 95.1 • 1 2357 480 3. 2.7 95.0
......................•.ux.............«.........e.u..u.u«.uu..........................................................u....
PEAK FI TIME MAXIMUM AVERAGE FI
6-HR 24-HR 12-HR 23.95-HR
(CFS) (HR)
(CFS)
137. 12.45 36. ll. I1. 11.
(INCHES) 5.203 6.167 6.167 6.167
(AC-FT) 18. 21. 21. 21.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 72-HR 23.95-HR
(AC-FT) (HR)
6. 12.45 4. 2. 2. 2.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
5-HR 24-HR 12-HR 23.95-HR
(FEET) (HE)
96.24 12.45 95.4E 94.76 94.76 94.76
CUMULATIVE AREA - 0.06 SO M1

25 Year - Improved Conditions 18
RUNOFF SUIGMRY
FLOW IN CUBIC FEET PER SECOND
TIME IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE FLVW FOR MAXIMUM PERIOD BASIN MAAI MUM TINE OF
OPERATION STATION Fl Y PEAK AREA STAGE MAX STAGE
6-HOUR 24-HOUR 72-HOUR
HYDROGRAPH AT
004 07. 12.35 19. 6. 6. 0.01
HYDROGRAPH AT
200 Ill. 12.15 1B. 6. 6. n.Ol
2 COMBINED AT
junct 179. 12.20 BT. 12. 12. 0.06
ROUTED TO
POND 137. 12.45 96. 11. 11. O.C6
96.24 12.45
"` NORMAL END OF NEC-1 ^`

100 Year- Improved Conditions 2
HEC1 SIN: 1343001909 HMVersion: 6.33 Data File: C:\TEMP\,1bh3136.TMP
•ue«e......................a........... •......................................
' FLOOD HYDROGRAPH PACKAGE (HEC-1) • • U.S. ARMY CORPS OF ENGINEERS `
+ MAT 1991 • HYDROLOGIC ENGINEERING CENTER
+ VERSION 4.0.1E • 609 SECOND STREET `
• OAV1 S, CALIFORNIA 95616
• RUN DATE 11/10/1998 TIME 21:35:52 ' (916) 356-I104 `
«.e...........u...«.««e.«.e.e.... ..............`........................
A x xxxxxxx xxxxx x
A x x A x xx
A K x A x
xxxxxxx xxxx x xxxxx A
x A A x x
A A x x x x
A x xxxxxxx xxxxx xxx
...........................................
...........................................
...........................................
...........................................
... Full MicrecOe,uter Ie,lementatiOn ...
by
Haeatad Metnols, Inc. ...
37 Brookside Road + Waterbury, Connecticut 06708 [phone]
THIS PROGRAM REPLACES ALL PREVIOUS VERSIONS OF HEC-I KNOWN AS HECI (JAN 73), HECIGS, HEC10B, AND HECIEW.
THE DEFINITIONS OF VARIABLES -RTIMP- AND -RTIOR- HAVE CHANGED FROM THOSE USED WITH THE 1973-STYLE INPUT STRUCTURE.
THE DEFINITION OF -AMSKK- ON RM-CARD WAS CHANGED WITH REVISIONS DATED 28 SEP 81. THIS IS THE FORTRAN]Y VERSION
NEW OPTIONS: DEMURRER OUTFLOW SUBMERGENCE , SINGLE EVENT DAMAGE CALCULATION, DSS:WRITE STAGE FREQUENCY,
DSS:READ TIME SERIES AT DESIRED CALCULATION INTERVAL LOSS RATE:GREEN AND AMPT INFILTRATION
KINEMATIC WAVE: NEW FINITE DIFFERENCE ALGORITHM

100 Year- Improved Conditions 3
NEC-1 INPUT PALE 1
LINE ID.......1.......2.......3.......4.......5.......6.......7.......8.......9......10
1 10 100 Year IMraved Condi Gone
2 IT 3 480
3 IO 0 0
1 KK 804
5 W EKinting Site Drainage
6 NO 22
7 BA 0.0322
8 PB 10.0
9 1N 6
10 PC 0.000E 0.0010E 0.0020E 0.0030E 0.0040E 0.0050E 0.0060E 0.0070E 1.11 10 0.0090E
11 PC 0.010E 0.0110E 0.0120E 0.01]DO 0.0190E 0.0150D 0.0160E O.OI)00 O.O1B00 0.0190E
12 PC 0.0200 0.02101 0.02203 0.0230t O.D2412 0.02519 0.02627 0.02717 0.0204E 0:02961
13 PC 0.0308 O'03191 O'03300 0.03427 0.03547 0.03669 0.03792 0.0391"I 0.04043 0.04171
14 PC 0.0430 0.04431 0.04563 0.04697 0.048]2 0.04969 0.05107 0.05217 0.05]B8 0.05531
15 PC 0.0567 0.05821 0.05968 0.06117 0.G6267 0.06419 0.06572 0.06727 0.06883 0.07041
16 PC 0.0720 0.07363 0.07530 0.07703 0.07 BE 0.08063 0.08250 0.08443 0.08640 0.08843
17 PC 0.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
18 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0,13167 0.13502 0.1301E 0.14206
19 PC 0.1458 0.14956 0.15348 0.15752 0.16167 0.16594 0.17032 0.11402 0.179E 0.18416
20 PC 0.1890 0.19402 0.19928 0.20478 0.21052 0.21650 0.22272 0.22918 0.23588 0.24282
21 PC 0.2500 0.25776 0.26644 0.27604 0.28656 0.29000 0.31430 0.33940 0.37330 0.41600
22 PC 0.5000 0.58400 0.62670 0.66060 0.68570 0.70200 0.71344 0.72396 0.73356 0.74224
23 PC 0.7500 0.75716 0.76412 0.77082 0.77728 0.70350 0J0948 0.79522 0.80072 0.80598
24 PC 0.8110 0.81584 0.82057 0.02518 0.92968 0.83406 0.83033 0.84248 0.04652 0.85044
25 PC 0.8543 0.85794 0.86152 0.86498 0.06833 0.87156 0.87468 0.87766 0.89057 0.68334
26 PC 0.0860 0.8805B 0.89110 0.89358 0.89600 0.89838 0.90070 0.90298 0.90520 0.90738
27 PC 0.9095 0.9115E 0.91360 0.91558 0.91750 0.9193E 0.92120 D.92298 0.92470 0.92638
28 PC 0.9280 0.92959 0.93117 0.93273 0.9342E 0.93581 0.93733 0.93883 0.94032 0.94179
29 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 D.95168 0.95303 0.95417 0.95569
30 PC 0.9510 0.95829 0.95958 0.96085 0.96211 0.96336 0.96460 0.96502 0.96704 0.96824
31 PC 0.9694 0.97062 0.97179 0.97295 0.97410 0.97523 0.97636 0.97747 0.9785E 0.97967
22 PC 0.9808 0.98182 0.98288 0.98392 0.98496 0.98598 0.98700 0.99800 0.98199 0.98997
33 PC 0.9909 0.99189 0.99284 0.99377 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
34 PC 1.0000 1_00000 1.00000 1.00000 1.00000 1.00000
35 IS 93
36 M 0.34
37 KK 200
3E KN 1npr0ved Site Drainage
39 KC 22
40 BA 0.0319
41 PB 10.0
42 IN 6
43 PC 0.0000 O.DGIOO 0.00200 0.00300 0.00400 0.00500 0.00600 0.00100 0.00800 0.00900
44 PC 0.010D 0.01100 0.01200 0.01300 0.01400 0.01500 0.01600 0.0170E 0.01800 0.01900
45 PC 0.0200 0.02101 0.02203 0.02307 0.02412 0.02519 0.02627 0.02737 0.02048 0.02961
46 PC 0.0308 0.03191 0.03308 0.03427 0.03547 0.03669 0.03792 0.03917 0.04043 0.04171
47 PC 0.0430 0.04431 0.04563 0.04697 0.04932 0.04969 0.05107 0.05247 0.05388 0.05531
40 PC 0.0567 0.05921 0.05968 0.06111 0.06267 0.06419 0.06572 0.06727 0.06883 0.07041
49 PC 0.0720 0.07363 0.07530 0.07703 O.D7880 O.DB063 0.08250 0.00443 0.09640 0.08843
50 PC D.0905 0.09263 0.09480 0.09703 0.09930 0.10163 0.10400 0.10643 0.10890 0.11143
51 PC 0.1140 0.11666 0.11943 0.12232 0.12532 0.12844 0.13167 0.13502 0.13848 D.14206
52 PC 0.1458 0.14956 0.15348 0.15752 0.16161 0.16594 0.17032 0.17492 0.17943 0.18416
53 PC 0.1990 0.194D2 0.19928 0.20479 0.21052 0.21650 0.22272 0.22918 0.2358E 0.24292

100 Year- Improved Conditions 4
HEUI INPVf PAGE 2
LINEID.......1.......2.......3.......4.......5.......6.......3.......8.......9......10
54 M 0.2500 0.25236 0.26644 0.27604 0.28656 0.29800 0.31430 0.33940 0.37330 0.41600
55 PC 0.50 00
0.58400 0.62670 0.66060 0.68570 0.70200 0.71344 0.72396 0.73356 0.34224
56 PC 0.3500 0.75318 0.76412 0.99082 0.73928 0.78350 0.78948 0.79522 0.80072 0.80590
53 PC 0.8110 0.81584 0.82057 0.82518 0.82968 0.83406 0.83033 0.04248 0.84652 0.85044
50 PC 0.8543 0.05794 0.86152 0.86490 0.86833 0.87156 0.87468 0.80368 0.88057 0.88134
59 K 0.8860 0.88858 0.89110 0.89358 0.89600 0.99838 0.90070 0.90298 0.90520 0.90730
60 PC 0.9095 0.91158 0.91360 0.91558 0.91750 0.91938 0.92120 0.92298 0.92470 0.92638
61 PC 0.9280 0.92959 0.93117 0.93273 0.93428 0.93581 0.93733 0.93883 0.94032 0.94179
62 PC 0.9433 0.94469 0.94612 0.94753 0.94893 0.95031 0.95168 0.95303 0.95437 0.95569
63 PC 0.9500 0.95829 0.95958 0.960B5 0.96211 0.96336 0.96460 0.96582 0.96704 0.96824
64 6C 0.9694 0.97062 0.93179 0.97295 0.97410 0.97523 0.97636 0.97747 0.93958 0.97967
65 PC 0.9BO8 0.98182 0.98288 0.90392 0.98496 0.98598 0.98700 0.98800 0.98859 0.98997
66 PC 0.9909 0.99189 0.99284 0.99333 0.99470 0.99561 0.99651 0.99740 0.99828 0.99914
63 PC 1.0000 1.00000 1.00000 1.00000 1.00000 1.00000
60 LS 88
69 w 0.139
30 KK JunCt
]1 IM
32 KO 22
33 HC 2
]4 KK POND
35 KN Detention Pone
96 KO 22
17 HS 1 ELE 94
98 SA 2.4 2.61 2.82 3.05 3.27 3.52 3.77
39 SE 94 94.5 95 95.5 96 96.5 97
80 SQ 0 0.6 2.1 36.4 91.2 179.3 290
81 SE 94 94.5 95 95.5 96 96.5 93
82 ZZ

100 Year- Improved Conditions 5
HECI SIN: 1343001909 HMVeraion: 6.33 Data File: C:\TEMP\,EL3136.TMP
•.•.+.«...e.e.u...... .......................................
' FLOOD HYOROGRAPH PACKAGE IMC-1) ' U.S. ARMY CORPS OF ENGINEERS
' MAY 1991 ' HYDROLOGIC ENGINEERING CENTER
• VERSION 4.0.1E 609 SECOND STREET
• • DAVIS, CALIFORNIA 95616
• RUN GATE I1/10/I998 TIME 21:35:52 • 19161 T56-1101
•.e.«....«•......•.•..•.•............... .......................0 u.u.........
100 Year IRproveG COnditiOns
3 30 OUTPUT CONTROL VARIABLES
1PRNT 0 PRINT CONTROL
IPLOT 0 PIOT CONTROL
QSCAL 0. HYOROGRAPR PLOT SCALE
IT HYDROGRAPH TIME DATA
NMIN 3 MINUTES IN COMPUTATION INTERVAL
IDATE 1 0 STARTING DATE
ITIME 0000 STARTING TIM
NO 490 NUMBER OF HYOROCRAPH ORDINATES
NODATE 1 0 ENDING DATE
NDTIME 2357 ENDING TINE
(CENT 19 CENTURY MARK
COMPUTATION INTERVAL 0.05 HOURS
TOTAL TIME BASE 23.95 HOURS
ENGLISH UNITS
DRAINAGE AREA SQUARE MILES
PRECIPITATION DEPTH INCHES
LENGTH, ELEVATION FEET
FUM CUBIC FEET PER SECOND
STORAGE VOLUME ACRE-FEET
SURFACE AREA ACRES
TEMPERATURE DEGREES FAHRENHEIT
... ... ... ... u. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
..............
4 KK 804
..............
Existing Site Drainage
6 EO OUTPUT CONTROL VARIABLES
IPRM 0 PRINT CONTROL
IF NOT 0 PLOT CONTROL
QSCAL 0. HYDROGRAPH PLOT SCALE
IPNCH 0 PUNCH COMPUTED HYOROGRAPH
IOUT 22 SAVE HYOROGRAPH ON THIS UNIT
ISAVI I FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TINT 0.050 TIME INTERVAL IN HOURS
9 IN TIME DATA FOR INPUT TIME SERIES
JSMIN 6 TIME INTERVAL IN MINUTES
J%DATE 1 0 STARTING DATE
J%TIME 0 STARTING TIME
SUBBASIN RUNOFF DATA
T BA SUBBASIN CHARACTERISTICS
TAREA 0.03 SUBBASIN AREA
PRECIPITATION DATA
8 FB STU" 10.00 BASIN TOTAL PRECIPITATION
10 PI INCRENENTAL PRECIPITATION PATTERN
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.0o 0.00 o.CD o.ao o.DO o.00 0.00 o.ao
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 D.OD O.Do 0.00 0.00 D.00 0.0
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.90 0.a0 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 O.00 0.00 0.00 0.00
0.00 0.00 0.00 0.01 0.00 0.00 0.90 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.01 0.a0 0.00 0.00 0.00 0.0a 0.00

100 Year - Improved Conditions 6
o.Do a.ao o.ao D.oO o.00 0.00 O.oO 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1.01 0.10 0.00 0.00 0.11 0.00 0.0a 0.01 0.0.01 1.00
0.00 0.00 0.00 0.00 0.00 o.a0 0.0o O.Oo 0.0o 0.0o
0.00 O.00 0 00 D.00 0.00 u.00 0.00 0.00 a 00 a'00
a.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0o
0.Do 0.00 0.00 O.Do 0.00 0.00 0.00 a 00 0.00 0.01
0.00 a 00 0.00 0.00 0.00 0.00 0.00 a 00 0.00 D.on
0.00 a.0o 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 O.oa 0.00 0.00 0.00 0.00 0.01 0.00 0.01 0.01
O.al 0.01 0.01 0.01 0.02 0.01 0.02 0.02 0.01 0.04
0.a1 0.04 0.02 0.02 0.02 0.02 0.03 0.02 0.01 0.01
0.01 0.a4 0.01 0.01 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.0a o.oa 0.00 0.00 0.00 0.00 0.00 0.00 o.00
0.0o D.SO o.00 0.00 0.00 0.0o 0.Do 0.00 0.00 0.00
0.00 0.00 0.00 0.00 a.00 0.0a o.00 0.00 a.a0 0.00
O.OD 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
1
.0
1 0.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 O.oa 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.ao 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
35 LS SCS LOSS RATE
SI'RTL 0.15 INITIAL ABSTRACTION
CRVNRR 93.00 CURVE NUMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
36 NO SCS DIMENSIONLESS UNITGRAPH
TUG 0J4 LAG
UNIT HYOROGRAPH
36 END-OF-PERIOD ORDINATES
2. 3. 14. 24. 34. 40. 42. 42. 39. 34.
29. 22. 17. 14. 11. 9. 3. 6. 5. 4.
3. 2. 2. 1. 1. 1. 1. 1. 0. 0.
0. 0. 0. 0. D. 0.
...................................................................................................................................
HYDRCGRAPH AT STATION 904
..........................r..,...........r....................r...,,.......,..r.,........r.er.,e......r...r..r..........,..........
DA MON HRM1 ORD RAIN LOSS EXCESS COMP p DA MON IMIN ORD RAIN LOSS EXCESS COMP 0
1 ODOO 1 0.00 0.00 0.00 0. • 1 120D 241 0.42 0.01 0.41 46.
1 0002 2 0.01 0.01 0.00 0. 1 1203 242 0.42 D.01 0.41 55. _
1 0006 3 0.01 0.01 0.00 0. 1 1206 243 0.42 0.01 0.41 66.
1 0009 4 0.01 0.01 0.00 0. 1 1209 244 0.21 0.00 0.21 77.
1 0012 5 0.01 0.01 O.DO 0. 1 1212 245 0.21 0.00 0.21 89.
1 0015 6 0.01 0.01 0.00 0. 1 1215 246 0.17 0.00 0.13 99.
1 0018 3 O.DI 0.01 0.00 0. • 1 1218 247 0.13 0.00 0.17 105.
1 0021 8 0.01 0.01 0.00 0. 1 1221 246 0.13 0.00 0.12 108.
1 0024 9 0.01 0.01 0.00 0. 1 1224 249 0.13 0.00 0.12 108.
1 0029 10 0.01 0.01 0.00 0. 1 1223 25D 0.08 D.00 0.09 105.
1 OD30 11 0.01 0.01 0.00 0. 1 1230 251 0.08 0.00 0.09 99.
1 0033 12 0.01 0.01 0.00 0. 1 1233 252 0.06 0.00 0.06 92.
1 0036 13 0.01 0.01 0.00 0. 1 1236 253 0.06 0.00 0.06 84.
1 0039 14 0.01 0.01 a.00 0. 1 1239 254 0.05 0.00 0.05 76.
1 0042 15 0.01 0.01 0.00 0. 1 1242 255 0.05 0.00 0.05 68.
1 0045 16 0.01 0.01 0.00 0. ` 1 1245 251. 0.05 0.00 0.05 61.
1 0048 17 0.01 0.01 0.00 0. 1 1248 257 0.05 0.00 0.05 54.
1 0051 In 0.01 0.01 0.00 0. 1 1251 25R 0.04 0.00 0.04 48.
1 0054 19 0.01 0.01 0.00 0. 1 1254 255 0.04 0.00 D.04 43.
1 3057 20 0.01 0.01 0.00 0. 1 1257 260 0.04 0.00 0.04 39.
1 0100 21 0.01 0.01 0.00 O. 1 1300 261 0.04 0.00 0.04 35.
1 0103 22 0.01 0.01 0.DO 0. 1 1303 212 0.04 0.00 0.04 32.
1 0106 23 0.01 0.01 0.00 0. 1 1306 263 0.04 0.00 0.04 29.
1 0109 24 0.01 0.01 0.00 0. l 1309 264 0.03 0.00 0.03 27.
1 0112 25 0.01 0.01 0.00 0. 1 1312 265 0.03 0.00 0.03 2S.
1 0115 26 0.01 0.01 D.00 0. 1 1315 266 0.03 0.00 0.03 23.
1 0110 27 0.01 0.01 0.00 0. 1 1319 267 0.03 0.00 0.03 21.
1 0121 26 0.01 0.01 0.00 0. ' 1 1321 268 0.03 0.00 0.03 20.
1 0124 29 0.01 0.01 0.00 0. 1 IS24 269 0.03 0.00 0.03 19.
1 0121 30 0.01 0.01 O.DO 0. 1 132.1 270 0.03 0.00 0.03 18.
1 0130 31 0.01 0.01 0.00 0. 1 133D 271 0.03 0.00 0.03 1'r.
1 0133 32 0.01 O.00 0.00 0. 1 1333 272 0.01 0.00 0.03 16.
1 0136 33 0.01 0.00 0.00 0. 1 1336 273 0.03 0.00 0.03 16.

100 Year- Improved Conditions 7
1 Ol]9 l4 0.01 0.00 0.00 0. ' 1 1339 214 0.03 9.00 0.03 Is.
1 a192 l5 0.01 0.00 1342 235 0.03 0.00 0.03 15.
1 0145 36 0.01 0.00 0.00 0. ' 1 1345 246 a.03 0.00 0.03 t4.
1 0148 37 0.01 D.00 a.00 0. • 1 1341 233 0.03 0.00 0.01 l4.
1 015157 38 0.01 a.00 0.00 0. • 1 1351 208 a.03 0 111 0.03 13.
t UI54 39 0.01 0.00 0.00 0. • 1 1354 229 0.03 0.00 0.03 13
1 01 40 0.01 0.00 0.00 0. • 1 1352 280 0.03 0.00 0.02 13.
1 0210 41 0.01 ()-.0 CIAD 0. • 1 1400 281 0.03 0.00 0.02 12.
1 0203 42 0.01 0.00 0.00 0. ' 1 1403 282 0.02 0.00 0.02 12.
1 0206 43 0.01 0.00 0.00 0. ' 1 1406 283 0.02 0.00 0.02 12.
1 0209 44 0.01 1.00 0.00 0. • 1 1409 284 0.02 0.00 0.02 12.
1 1112 45 0.01 1.00 0.00 0. ' 1 1412 285 0.02 0.00 0.02 Il.
1 0215 46 O.al 0.00 0.00 I. ` 1 1415 286 0.02 0.00 0.02 I1.
1 0219 42 0.01 0.00 0.00 0. • 1 1410 207 0.02 0.00 0.02 11.
1 0221 48 0.01 0.00 0.00 0. • 1 1421 288 0.02 0.00 0.02 11.
1 0224 49 0.01 0.00 0.00 0. ' 1 1424 209 0.02 0.00 0.02 11.
1 0223 50 0.01 0.00 0.00 0. • 1 1427 290 0.02 0.00 0.02 10.
I 023D 51 0.01 0.00 0.00 0. • 1 1430 291 0.02 0.00 0.02 10.
1 0233 52 0.01 0.00 O.OD 0. 1 1433 292 0.02 0.00 0.02 10.
1 0236 53 0.01 0.00 0.00 0. ` 1 1436 293 0.02 0.00 0.02 10.
1 0239 54 0.01 0.00 0.00 0. 1 1439 294 0.02 0.00 0.02 10.
1 0242 55 0.01 0.00 0.00 0. ' 1 1442 295 0.02 0.00 0.02 10.
1 0245 56 0.01 0.00 0.00 0. 1 1445 296 0.02 0.00 0.02 9.
I 0248 53 0.01 0.00 0.00 0. ` 1 1448 i293 0.02 0.00 0.02 9.
I 0251 58 0.01 0.00 0.00 0. 1 1451 298 0.02 0.00 0.02 9.
1 0254 59 0.01 0.00 0.00 0. • 1 1454 299 0.02 0.00 0.02 9.
1 0257 60 0.01 0.00 0.00 1. ' 1 1453 300 0.02 0.00 0.02 9.
1 0300 61 0.01 0.00 O.00 1. • 1 1500 301 0.02 0.00 0.02 9.
1 0303 62 0.01 0.00 0.00 1. 1 1503 302 0.02 0.00 0.02 9.
1 0306 63 0.01 0.00 0.00 1. 1 15D6 303 D.02 0.00 0.02 9.
1 0309 64 0.01 0.00 0.00 1. • 1 1509 304 0.02 0.00 0.02 0.
1 0312 65 0.01 0.00 0.00 1. ' 1 1512 305 0.02 O.DO 0.02 0.
1 0315 66 0.01 0.00 0.00 1. 1 1515 306 0.02 0.00 0.02 8.
1 0318 63 0.01 0.00 0.00 1. 1 1518 303 0.02 0.00 0.02 0.
1 0321 66 0.01 0.00 0.00 1. 1 1521 308 0.02 0.00 0.02 B.
1 0324 69 0.01 0.00 0.00 1. 1 1524 309 0.02 0.00 0.02 B.
1 0322 70 0.01 0.00 0.00 1. ' 1 1523 310 0.02 0.00 0.02 B.
1 0330 31 0.01 0.00 0.00 1. 1 1530 311 0.02 0.00 0.02 8.
1 0333 72 0.01 0.00 0.00 I. 1 1533 312 0.02 0.00 0.02 3.
1 0336 33 0.01 0.00 0.00 1. 1 1536 313 0.02 0.00 0.02 2.
1 0339 34 0.01 0.00 0.00 1. 1 1539 314 0.02 0.00 0.01 2.
1 0342 35 0.01 0.0a 0.00 1. 1 1542 315 0.02 0.00 0.01 ).
1 0345 26 0.01 0.00 DAD 1. ' 1 1545 316 0.01 0.00 0.01 3.
1 0348 7/ 0.01 0.00 0.00 1. • I 1548 313 0.01 0.00 0.01 3.
1 0351 28 0.01 0.00 0.00 I. ' 1 1551 318 0.01 OAO 0.01 3.
1 0354 39 O.OI 0.00 0.00 1. 1 1554 319 0.01 0.00 0.01 3.
1 0357 00 0.01 0.00 0.00 1. 1 1553 320 0.01 0.00 0.01 7.
1 0400 81 0.01 0.00 0.00 1. 1 1600 321 0.01 0.00 0.01 6.
1 0403 82 0.01 0100 0.00 1. 1 1603 322 0.01 0.00 D.01 6.
1 0406 63 0.01 0.00 0.00 1. 1 1606 323 0.01 0.00 0.01 6.
1 0409 84 0.01 0.00 D.00 1. 1 1609 324 0.01 0.00 0.01 6.
1 0412 85 0.01 0.00 0.00 1. 1 1612 325 0.01 0.00 0.01 6.
1 0415 86 0.01 0.00 0.00 1. 1 1615 326 0.01 0.00 O.D1 6.
1 0418 87 0.01 0.00 0.00 1. 1 1618 327 0.01 0.00 0.01 6.
1 0421 Be 0.01 0.00 0.00 1. 1 1621 328 0.01 0.00 0.01 6.
1 0424 89 0.01 0.00 0.00 1. 1 1624 329 0.01 0.00 0.01 6.
1 0423 90 0.01 0.00 0.00 1. 1 1627 330 0.01 0.00 0.01 5.
1 0430 91 0.01 D.00 0.00 1. 1 1630 331 0.01 0.00 0.01 5.
1 0433 92 0.01 0.00 0.00 1. 1 1633 332 0.01 0.00 0.01 5.
1 0436 93 0.01 0.00 0.00 1. 1 1636 333 0.01 0.00 0.01 5.
1 0439 94 0.01 0.00 0.00 1. 1 1639 334 0.01 0.00 0.01 5.
1 0442 95 0.01 0.00 0.00 1. 1 1642 335 0.01 0.00 0.01 5.
1 0445 96 0.01 0.00 0.00 1. 1 1645 336 0.01 OA0 0.01 5.
1 D446 97 0.01 0.00 0.00 1. 1 1648 337 0.01 DAO 0.01 5.
1 0451 98 0.01 0.00 0.00 1. 1 1651 338 0.01 0.00 0.01 5.
1 0454 99 0.91 OAD 0.00 1. 1 Il54 339 0.01 0.00 0.01 5.
1 0453 100 0.01 0.00 0.00 2. 1 1653 340 0.01 0.00 0.01 S.
1 0500 101 0.01 0.00 0.00 2. 1 MO 341 0.01 0.00 0.01 5.
1 0503 102 0.01 0.00 0.00 2. 1 1903 342 0.01 0.00 0.01 s.
1 0506 103 0.01 0.00 D.00 2. • 1 1306 343 O.D1 0.00 0.01 5.
1 0509 104 0.01 0.00 0.00 2. 1 1309 344 0.01 0.00 0.01 5.
1 0512 105 0.01 0.00 0.00 2. ' 1 1312 345 0.01 D.00 0.01 5.
1 0515 106 0.01 0.00 0.00 2. 1 1315 346 0.01 0.00 0.01 5.
1 0510 103 0.01 0.00 0.00 2. 1 1718 347 0.01 0.00 0.01 4.
1 0521 108 0.01 0.00 0.00 2. 1 1321 348 0.01 0.00 0.01 4.
1 0524 109 0.01 D.00 0.00 2. 1 1724 349 0.01 0.00 0.01 4.
1 0527 110 0.01 0.00 0.00 2. 1 192 350 0.01 0.00 0.01 4.
1 0530 111 0.01 0.00 0.00 2. 1 1930 351 O.D1 0.00 0.01 4.
1 0533 112 0.01 0.00 0.00 2. 1 1733 352 0.01 0.00 0.01 4.
1 0536 113 0.01 0.00 0.00 2. 1 1736 353 0.01 0.00 D.01 4.
1 0539 114 0.01 0.00 0.01 2. 1 1239 354 0.01 0.00 0.01 4.
1 0542 115 0.01 0.00 0.01 2. 1 1742 355 0.01 0.00 0.01 4.
1 0545 116 0.01 0.00 0.01 2. 1 1345 356 0.01 0.00 0.01 4.
1 054B Ill 0.01 0.00 0.01 2. 1 1748 35 0.01 0.00 0.01 4.
1 0551 119 0.01 0.00 0.D1 2. 1 1751 358 0.01 0.00 0.01 4.
1 0554 119 0.01 0.00 0.01 2. 1 1754 359 0.01 0.00 0.01 4.
1 0557 120 0.01 0.00 0.01 2. 1 1357 360 0.91 0.00 0.01 4.
1 0600 121 0.01 0.00 0.01 2. 1 1800 361 0.01 0.00 0.01 4.
1 0403 122 0.01 0.00 D.01 2. 1 1803 362 0.01 0.00 0.01 4.
1 0606 123 0.01 0.00 0.01 2. 1 1806 363 0.01 0.00 0.01 4.
1 0609 124 0.01 0.00 0A1 2. 1 1809 3ti4 9.01 DAD 0.01 4.
1 0412 125 0.01 0.00 0.01 2. 1 1012 365 0.01 0.00 0.01 4.
1 0615 126 0.01 D.OD 0.01 2. 1 1815 366 0.01 DAD 0.01 4.
1 0618 127 0.01 0.00 0.01 2. 1 1018 367 0.01 0.00 0.01 3.
1 0621 128 0A1 0.00 0.01 2. 1 1821 368 0.01 0.00 D.01 3.

100 Year- Improved Conditions 8
1 0624 129 0.01 0.00 0.01 2. ' 1 1824 369 0.01 0.00 0.01 3.
1 0627 130 0.01 0.00 0.01 2. 1 1820 370 0.01 0.00 0.01 3.
1 0630 131 0.01 0.00 0.01 2. ` 1 1830 371 0.01 0.00 0.01 3.
1 0633 132 0.01 0.00 0.01 2. 1 1833 332 0.01 0.00 0.01 3.
1 0636 133 0.01 0.00 0.01 2. • 1 1836 373 0.01 0.00 0.01 3.
1 0639 134 0.01 0.00 0.01 2. ' 1 1839 374 0.01 0.00 0.01 J.
1 0642 135 0.01 0.00 0.01 3. • 1 1042 375 0.01 0.00 0.01 3.
1 0645 136 0.01 0.00 0.01 3. • 1 1845 376 0.01 0.00 0.01 3.
1 0648 137 0.01 0.00 0.01 3. ` 1 1048 all 0.01 0.00 0.01 3.
1 0651 138 0.01 0.00 0.01 3. 1 1851 378 0.01 0.00 0.01 3.
1 0654 139 0.01 0.00 0.01 3. ' 1 1054 379 0.01 0.00 0.01 3.
1 0657 140 0.01 0.00 0.01 3. • 1 1857 380 0.01 0.00 0.01 3.
1 0700 141 0.01 0.00 0.01 3. • 1 1900 381 0.01 0.00 0.01 3.
1 0703 142 0.01 0.00 0.01 3. 1 1903 392 0.01 0.00 0.01 3.
1 0706 143 0.01 0.00 0.01 3. ' 1 1906 383 0.01 0.00 0.01 3.
1 0709 144 0.01 0.00 0.01 3. ` 1 1909 384 0.01 0.00 0.01 3.
1 0712 145 0.01 0.00 0.01 3. 1 1912 385 0.01 0.00 0.01 3.
1 0715 146 0.01 0.00 0.01 3. 1 1915 306 0.01 0.00 0.01 3.
1 0718 147 0.01 0.00 0.01 3. • 1 1918 397 0.01 0.00 0.01 3.
1 0121 148 0.01 0.00 0.01 3. ' 1 1921 388 0.01 0.00 0.01 3.
1 0724 149 0.01 0.00 0.01 3. 1 1924 389 0.01 0.00 0.01 3.
1 0727 150 0.01 0.00 0.01 3. • 1 1927 390 0.01 0.00 0.01 3.
1 0130 151 0.01 0.00 0.01 3. 1 1930 391 0.01 0.00 0.01 3.
1 0733 152 0.01 0.00 0.01 3. 1 1933 392 0.01 0.00 0.01 3.
1 0136 153 0.01 0.00 0.01 3. • 1 1936 393 0.01 0.00 0.01 3.
1 0739 154 0.01 0.00 0.01 4. 1 1939 394 0.01 0.00 0.01 3.
1 0742 155 0.01 0.00 0.01 4. 1 1942 395 0.01 0.00 0.01 3.
1 0745 156 0.01 0.00 0.01 4. ' 1 1945 396 0.01 0.00 0.01 3.
1 0740 157 0.01 0.00 0.01 4. 1 1948 397 0.01 0.00 0-01 3.
1 0151 158 0.01 0.00 0.01 4. • 1 1951 398 0.01 0.00 0.01 3.
1 0754 159 0.01 0.00 0.01 4. ` 1 1954 399 0.01 0.00 0.01 3.
1 0157 160 0.01 0.00 0.01 4. 1 1957 400 0.01 0.00 0.01 3.
1 0800 161 0.01 0.00 0.01 4. ' 1 2000 401 0.01 0.00 0.01 3.
1 0803 162 0.01 0.00 0.01 4. 1 2003 402 0.01 0.00 0.01 3.
1 0806 163 0.01 0.00 0.01 4. 1 2006 403 0.01 0.00 0.01 3.
1 0809 164 0.01 0.00 0.01 4. ' 1 2009 404 0.01 0.00 0.01 3.
1 0812 165 0.01 0.00 0.01 4. • 1 2012 405 0.01 0.00 0.01 3.
1 0815 166 0.01 0.00 0.01 4. 1 2015 406 0.01 0.00 0.01 3.
1 0818 167 0.01 0.00 0.01 4. 1 2018 407 0.01 0.00 O.DI 3.
1 0621 160 0.02 0.00 0.01 4. 1 2021 408 0.01 0.00 0.01 3.
1 0824 169 0.02 0.00 0.01 4. 1 2024 409 0.01 0.00 0.01 J.
1 0823 170 0.02 0.00 0.01 5. ' 1 2023 410 0.01 0.00 0.01 3.
1 0830 171 0.02 D.00 0.01 5. • 1 2030 411 O.D1 0.00 0.01 3.
1 0833 172 0.02 0.00 0.01 5. 1 2033 412 0.01 0.00 0.01 3.
1 0836 173 0.02 0.00 0.01 5. 1 2036 413 0.01 0.00 0.01 3.
1 0839 174 0.02 0.00 0.01 5. 1 2039 414 0.01 0.00 0.01 3.
1 0942 175 0.02 0.00 0.01 5. 1 2042 415 0.01 0.00 0.01 3.
1 0945 176 0.02 0A8 0.01 5. 1 2045 416 0.01 0.00 0.01 3.
1 OB48 111 0.02 OCOO 0.01 5. ' 1 2048 4❑ 0.01 0.00 0.01 3.
1 0851 178 0.02 0.00 0.02 5. ' 1 2051 418 0.01 0.00 0.01 3.
1 0854 179 0.02 0.00 0.02 5. 1 2054 419 0.01 0.00 0.01 3.
1 0857 180 0.02 0.00 0.02 6. 1 2057 42D 0.01 0.00 0.01 3.
1 0900 181 0.02 0.00 0.02 6. 1 2100 421 0.01 0.00 0.01 3.
1 09D3 182 0.02 0.00 0.02 6. ' 1 2103 422 0.01 0.00 0.01 3.
1 0906 183 0.02 0.00 0.02 6. • 1 2106 423 0.01 0.00 0.01 3.
1 0909 184 0.02 0.00 0.02 6. 1 2109 424 0.01 0.00 0.01 3.
1 0912 185 0.02 0.00 O.D2 6. • 1 2112 425 0.01 0.00 0.01 3.
1 0915 186 0.02 0.00 0.02 6. 1 2115 426 0.01 D-OD 0.01 2.
1 0918 167 0.02 0.00 0.02 6. 1 2118 427 0.01 0.00 0.01 2.
1 0921 198 0.02 0.00 0.02 1. ' 1 2121 428 0.01 O.DO 0.01 2.
1 0924 189 0.02 0.00 0.02 1. 1 2124 429 0.01 0.00 0.01 2.
1 0927 19D 0.02 D.00 0.02 1. ' 1 2127 430 0.01 0.00 0.01 2.
1 0930 191 0.02 0.00 0.02 1. 1 2130 431 0.01 0.00 0.01 2.
1 0933 192 0.02 0.00 0.02 1. 1 2133 432 0.01 0.00 0.01 2.
1 0936 193 0.02 0.00 0.D2 1. 1 2136 433 0.01 0.00 0.01 2.
1 0939 194 0.02 0.00 0.02 1. • 1 2139 434 0.01 0.00 0.01 2.
1 0942 195 0.02 0.00 0.02 1. • 1 2142 435 0.01 0.00 0.01 2.
1 0945 196 0.02 O.DD 0.02 9. 1 2145 436 0.01 0.00 0.01 2.
1 0948 197 0.02 0.00 0.02 8. 1 2148 437 0.01 0.00 0.01 2.
1 D951 198 0.02 0.00 0.02 8. 1 2151 438 0.01 0.00 0.01 2.
1 0954 199 0.02 0.00 0.02 B. • 1 21S4 439 0.01 0.00 0.01 2.
1 0957 200 0.02 0.00 0.02 8. 1 2153 440 0.01 0.00 0.01 2.
1 1000 201 0.02 0.00 0.02 8. • 1 2200 441 0.01 0.00 O.D1 2.
1 1003 202 0.03 0.00 0.02 8. ' 1 2203 442 0.01 0.00 0.01 2.
1 1006 203 0.03 0.00 0.02 B. 1 2206 443 0.01 0.00 0.01 2.
1 1009 204 0.03 D.00 0.02 9. 1 22D9 444 O.DI 0.00 0.01 2.
1 1012 205 0.03 0.00 0.02 9. • 1 2212 445 0.01 D.00 0.01 2.
1 1015 2D6 0.03 0.00 0.03 9. 1 2215 446 0.01 0.00 0.01 2.
1 1018 207 0.03 0.00 0.03 9. ' 1 2218 447 0.01 0.00 0.01 2.
1 1021 208 0.03 0.00 0.03 9. 1 2221 448 0.01 0.00 0.01 2.
1 1024 209 0.03 0.00 0.D3 9. 1 2224 449 0.01 0.00 0.01 2.
1 1027 210 0.03 0.00 0.03 9. 1 2227 450 0.01 0.00 0.01 2.
1 1030 211 0.03 0.00 OA3 10. 1 2230 451 0.01 0.00 OA1 2.
1 1D33 212 0.03 0.00 0.03 10. • 1 2233 452 0.01 0.00 0.01 2.
1 1036 213 0.03 0.00 0.03 10. 1 2236 453 0.01 0.00 0.01 2.
1 1039 214 0.03 0.00 0.03 10. 1 2239 454 0.01 0.00 0.00 2.
1 1042 215 0.03 0.00 0.03 11. 1 2242 455 0.01 0.OD 0.00 2.
1 1045 216 0.03 0.00 0.03 11. 1 2245 456 0.00 0.00 0.00 2.
1 1048 217 D.03 0.00 0.03 11. 1 2248 457 0.00 0.00 DAD 2.
1 1051 218 0.03 0.00 0.03 11. 1 2251 458 0.00 0.00 O.DO 2.
1 1054 219 O.D3 O.00 0.03 12. 1 2251 459 0.00 0.00 0.00 2.
1 ID57 220 0.04 0.00 0A3 12. 1 2257 460 0.00 0.00 0.00 2.
_ 1 HOD 221 0.04 0.00 0.03 :2. 1 2300 461 0.00 0.00 0.00 2.
1 1103 222 0.04 0.00 0.04 12. 1 23D3 462 0.00 0.00 0.00 2.
1 1106 223 0.04 D.0D 0.04 11. . 2306 463 0.00 0.00 0.00 2.

100 Year- Improved Conditions 9
1 1109 229 0.04 0.00 0.09 U. 1 2319 464 1.01 1.10 0.11 2.
1 1112 225 0.04 0.DO 0.04 13. ' 1 2312 465 0.00 0.00 0.00 2.
1 1135 226 0.05 0.a0 a.05 l4. 1 2315 466 0.00 1.01 0.00 2.
1 1I11 229 0.05 0.00 0.05 14. 1 2318 467 0.00 0.00 0.00 2.
1 1121 228 0.05 1.00 0.15 11. * 1 2321 468 0.00 0.00 0.00 2.
1 1124 229 0.05 0,DO
0.05 15. 1 2321 469 0.00 0.00 0.00 2.
1 1121 230 0.06 0.00 0.05 16. 1 2327 400 0.00 O.D. 0.00 2.
1 1130 231 0.06 0.00 0.05 16. • 1 2330 471 0.01 0.00 0.00 2.
1 1133 232 0.08 0.00 0.a8 17 1 2333 472 O.Oo O.DO 0.00 2.
1 1136 233 0.08 0.00 0.0R 18. • 1 2336 473 0.00 0.00 0.00 2.
1 1139 234 0.13 0.00 0.12 19. ' 1 2339 434 0.00 0.00 0.00 2.
1 1142 235 0.❑ 0.00 0.12 21. 1 2342 405 0.00 0.00 0.00 2.
1 1145 236 0.17 0.01 0.16 23. • 1 2345 476 0.00 0.00 0.00 2.
1 1148 237 0.17 0.01 0.16 26. • 1 2348 ITT 0.00 0.00 0.00 2.
1 1151 238 0.21 0.01 0.21 29. • 1 2351 478 0.00 0.00 0.00 2.
1 1154 239 0.21 0.01 0.21 34. ' 1 2354 479 0.00 0.00 0.00 2.
1 1157 240 0.42 0.01 0.41 39. • 1 2357 480 0.00 0.00 0.00 2.
u.u....---.............. «.«....«..0 u.....e...u.0 a«uu«ueu.• ..................................................•.
TOTAL RAINFALL 10.00, TOTAL LOSE - 0.85, TOTAL EXCESS 9.15
PEAK FLOW TIME MAXIMUM AVERAGE FI,OU
6-HR 24-HR 72-HR 23.95-IIR
(CPS) (HRI
ICFS)
100. 12.35 24. 8. 8. B.
(INCHES) 6.873 9.111 9.111 9.111
(AC-FT) 12. 16. 16. 16.
CUMULATIVE AREA - 0.03 SQ MI
... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
..............
3] KK 200
••• •♦••••' • IWroved Site Drainage
39 KO OUTPUT CONTROL VARIABLES
IPRM 0 PRINT CONTROL
IPLOT a PTAT CONTROL
QSCAL a. HYDRWRAPH PILOT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
TOUT 22 SAVE HYOROGRAPH ON THIS MIT
ISAVI 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
42 IN TIME DATA FOR INPUT TIME SERIES
GAMIN 6 TIME INTERVAL IN MINUTES
JXDATE 1 0 STARTING DATE
GXTIME 0 STARTING TIME
SUBBASIN RUNOFF DATA
40 BA SUBBASIN CHARACTERISTICS
TAREA 0.03 5115BASIN AREA
PRECIPITATION DATA
41 PR STORM 14.00 BASIN TOTAL PRECIPITATION
43 PI INCREMENTAL PRECIPITATION PATTERN
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.Do 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00, 0.00 o.0o
0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.80 0.00 D.ao 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 a.00 0.00 0.DO 0.00 D.Do 0.Do 0.00 0.DO 0.DO
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.DO 0.00 0.00 o.OD a.00 0.00 0.00
0.00 0.00 0.00 0.00 0.80 0.00 0.00 0.00 0.00 0.00 -
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 a.00 0.00 a.00 0,Do 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 u.00 0.00 0.00
0.00 0.0e 0.00 0.00 0.00 0.00 0.00 0.00 a.OD 0.00
0.00 0.00 a.00 0.00 0.00 0.00 0.00 0.Do 0.00 0.00
0.00 0.80 0.00 0.00 0.00 0.00 a.00 0.00 0.00 0.00
0.00 0.00 o.OD 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 o.au D.ao 0.00 0.90 0.01 0.01 0.01 0.01
0,01 0.01 0.01 0.01 0.02 0.02 0.02 0.02 0.04 0.04

100 Year - Improved Conditions 10
0.04 0.04 0.02 0.02 0.02 0.02 0.01 0.01 0.O1 O.al
1.01 a.01 a-01 1-01 0.01 1.01 0.00 0.00 0.00 0.00
0.0a 0.ao 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 C.no O.OD o.o0 0.00 0.D0 0.00 0.00
0.00 0.00 0 00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 a.00 a.Do 0.00 a.00 0.00 0.00
0 on 0.00 0.00 0.00 0.00 G.00 0.ao a.00 0.00 0.00
0.00 0.0o 0.00 0.00 0.00 0.GO 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0 00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.10 0.00 0.01 1.0G o.oa 0.00 o.OG a.0o 0-OG a.D0
0.0a 1.00 0.00 0.00 0.00 0.00 0 00 0.00 0.00 0.00
0.00 0.00 n.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.10 0.00 0.00 0.10 1.10 1.11 1.11 0.10 0.11 1
.OD
0.ao 0.00 0.00 0.0o o.ao 0.00 0.00 0.oa 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.01 0.10 0.10 1.01 0.00 0.01 0.00 010
0.00 0 1a
0.0a D.ao 0.a0 o.OD 0.00 0.00 0.0o 0-11 o.o0 1.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 D.BD
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
68 IS SCS LOSE RATE
SELL 0.21 INITIAL ABSTRACTION
CRVNBR 88.00 CURVE NIMBER
RTIMP 0.00 PERCENT IMPERVIOUS AREA
69 GO, SC5 DIMENSIONLESS UNITGRAPH
TUG 0.14 LAG
WARNING `^ TIME INTERVAL IS GREATER THAN .29-UG
UNIT HYDROGRAPH
16 ENO-OF-PERIOD ORDINATES
I8. 63. 93. 86. 61. 35. 22. 13. 8. 5.
3. 2. 1. 1. 0. 0.
................................I.........u u.......................................................................
HYDROPAPH AT STATION 200
.uxu.uex.x.xxrexx..+.++.............a..........+....x..u......r...+.r+..+.+.....uxu.u.....................
.....++....u...x.
DA NON HRM4 ORD RAIN LOSS EXCESS COMP Q DA MON HRION ORD MIN LOSS EXCESS COMP Q
1 0000 1 0.00 0.00 0.00 0. 1 1200 241 0.42 3.02 0.40 88.
1 0003 2 D.01 0.01 0.00 0. 1 1203 242 0.42 0.02 0.40 110.
1 0006 3 0.01 G.01 0.00 0. 1 1206 243 0.42 0.02 0.4D 130.
1 0009 4 0.01 0.01 0.00 0. 1 1209 244 0.21 0.a1 0.21 141.
1 0012 5 0.01 0.a1 0.010 0. ` 1 1212 245 0.2t 0.01 0.21 136.
1 a0I5 6 0.01 0.01 G.00 0. • 1 1215 246 0.17 3.01 0.16 123.
1 D018 3 0.01 0.01 0.00 0. 1 1218 243 0.13 3.01 0.16 106.
1 0021 8 0.01 0.01 0.00 0. 1 1221 248 0.13 0.00 0.12 91.
1 0024 9 0.01 0.01 0.00 0. 1 1224 249 0.13 0.00 0.12 79.
1 0027 10 0.01 0.01 0.00 0. 1 1227 250 0.02 0.00 0.09 69.
1 0030 11 0.01 0.01 0.00 0. • 1 1230 251 0.06 5.00 0.08 59.
1 D033 12 0.01 0.01 0.00 0. 1 1233 252 0.06 1.00 0.06 49.
1 00U 13 0.01 0.01 0.00 0. 1 1236 253 0.06 G.00 O.D6 42.
1 0039 14 0.01 0.01 0.00 0. 1 1239 254 0.05 0.00 0.05 35.
1 0042 15 0.01 0.01 0.00 0. 1 1242 255 0.05 9.00 0.05 30.
1 0045 16 0.01 0.01 D.00 0. 1 1245 256 0.05 O.OD 0.05 26.
1 0048 13 0.01 0.01 0.00 0. • 1 1248 253 0.05 0.00 0.05 24.
1 0051 18 0.01 0.01 0.00 0. 1 1251 258 0.04 a.00 0.04 22.
1 0054 19 0.01 0.01 0.00 0. 1 1254 259 O.D4 0.00 0.04 21.
1 0057 20 0.OI D.01 0.00 0. 1 1253 260 0.04 0.06 0.04 19.
1 0100 21 0.01 0.01 0.00 a. • 1 1300 261 0.04 0.00 0.04 I8.
1 0103 22 0.01 0.01 0.00 0. 1 1303 262 0.04 0.00 0.04 13.
1 0106 23 0.01 0.01 0.co 0. 1 1306 263 0.04 0.00 0.04 16.
1 0109 24 0.01 0.01 0.00 0. 1 1309 264 D.03 0.00 0.03 16.
1 0112 25 0.01 0.01 0.00 0. I 1312 265 0.03 3.00 0.03 15.
1 0115 26 0.01 0.01 0.00 0. ' 1 1315 266 0.03 3.00 0.03 15.
1 Gila 2 0.01 0.01 0.00 0. 1 1319 263 0.03 0.00 0.03 14.
1 0121 29 0.01 0.01 0.00 D. 1 1321 268 0.03 300 0.03 14.
1 0124 29 0.01 0.01 0.00 0. • 1 1324 269 0.03 0.00 0.03 14.
1 D129 30 0.01 D.01 0.00 0. 1 1327 230 0.03 3.00 0.03 13.
1 0130 31 0.GI 0.01 0.00 0. 1 1330 271 0.03 5.00 0.03 13.
1 0133 32 0.01 0.01 C.00 0. 1 1333 272 0.03 O.OG O.0 13.
1 0136 33 0.01 0.01 0.00 0. 1 1336 233 0.03 9.00 0.03 13.
1 0199 34 0.01 0.01 0.00 0. 1 1339 24 0.00 a.00 0.01 12.
1 0142 35 0.01 0.01 0.00 0. 1 1342 25 0.03 O.DO 0.03 12.
1 0145 36 0.01 0.01 0.00 0. 1 1345 26 0.03 1.00 0.03 12.
1 0148 37 0.01 0.01 0.00 0. 1 1348 277 0.03 3.00 0.03 12.
1 0151 38 0.01 0.01 0.00 0. 1 1351 278 0.03 3.O0 0.03 11.
t 0154 l9 0.01 0.01 0.00 0. I ll54 239 0.03 0.00 0.03 11.
1 015A 4D 0.a1 0.01 0.00 0. 1 1353 280 0.03 O.00 0.03 Il.
1 0200 41 0.01 0.01 0.00 0. 1 1400 281 0.03 3.00 0.02 11.
1 02D3 42 O.DI 0.01 0.00 0. 1 1403 282 0.02 0.00 O.U2 11.
1 0206 43 0.01 0.01 0.00 0. 1 1406 283 0.02 0.00 0.02 10.
1 0209 44 0.01 0.01 0.00 0. 1 1409 284 0.02 ).00 0.02 10.
1 0212 45 0.01 0.01 0.00 0. 1 1412 285 0.02 0.00 0.02 10.

100 Year- Improved Conditions 11
1 0215 46 0.01 O.OI o.01 0. 1 1911 286 O.aO 0.00 0.02 10.
1 021e 9] 0.01 0.01 0.00 O. 1 1118 28'! 0.a1 0.00 0.02 10.
1 0221 48 0.01 0.01 a.00 0. • 1 1421 288 0.02 0.00 0.02 la.
1 0224 49 0.01 0.01 0.00 0. • 1 1424 289 0.02 0.00 0.02 9.
1 0227 s0 0.01 0.01 a,00 0. 1 1427 290 0.02 0.00 0.02 9.
1 0230 51 0.01 0.01 0.00 0. 1 1430 291 0.02 0.00 0.02 9.
1 0233 52 0.01 0.01 0.00 0. 1 1433 292 0.02 0.00 0.02 9.
1 0236 53 0.01 0.01 0.00 0. 1 1436 293 0.02 0.00 0.02 9.
1 0239 54 0.01 0.01 0.00 0. ' 1 1139 291 1.02 0.00 0.02 9.
1 0212 55 0.01 0.01 0.00 O. ' 1 1442 295 0.02 1.00 0.02 9.
1 0245 56 0.01 0.01 0.00 0. • 1 1445 296 0.02 0.00 0.02 9.
1 0248 53 0.01 0.01 0.00 0. • 1 1440 297 0.02 0.00 0.02 0.
1 0251 Be 0.01 0.01 0.00 0. ' 1 1451 298 0.02 0.00 0.02 8.
1 0254 59 0.01 0.01 0.00 0. • 1 1454 299 0.02 O.00 0.02 8.
1 0257 60 0.01 0.01 0.00 0. • 1 1457 300 0.02 0.00 0.02 8.
1 0300 61 1.01 0.01 0.000. ' 1 1500 301 0.02 0.00 0.02 8.
1 0313 62 0.OI 0.01 0.00 0. 1 150] 302 a.02 0.00 0.0 2 8.
1 0306 63 0.01 0.01 OAO 0. 1 1506 303 0.02 0.00 0.02 8.
1 0309 64 0.01 0.01 0.00 D. ' 1 1509 304 0.02 0.00 0.02 8.
1 0312 65 0.01 0.01 0.00 0. • 1 1512 305 0.02 0.00 0.02 8.
1 0315 66 0.01 0.01 0.00 0. 1 1515 306 0.D2 0.00 0.02 7.
1 0318 63 0.01 0.01 0.00 0. 1 1518 307 0.02 0.00 0.02 7.
1 0321 68 0.01 0.01 0.00 0. • 1 1521 308 0.02 0.00 0.02 3.
1 0324 69 0.01 0.01 0.00 0. • 1 1524 309 0.02 0.00 0.02 1.
1 0327 ]0 0.01 0.01 0.00 0. • 1 1523 310 0.02 0.00 0.02 7.
1 0330 11 0.01 0.01 0.00 0. 1 1530 111 0.02 0.00 0.02 1.
1 0333 12 0.01 0.01 0.00 0. ' 1 1533 312 0.02 0.00 0.02 3.
1 0336 33 0.01 0.01 0.00 0. 1 1536 313 0.02 0.00 0.02 3.
1 0339 74 0.01 0.01 0.00 0. • 1 1539 314 0.02 0.00 0.01 6. ,
1 0342 75 0.01 0.01 0.00 0. ' 1 1542 315 0.02 0.00 0.01 6.
1 0345 36 0.01 0.01 0.00 0. 1 1545 316 0.01 0.00 0.01 6.
1 0348 12 0.01 0.01 0.00 0. • 1 1548 all 0.01 0.00 0.01 6.
1 0351 78 0.01 0.01 0.00 0. 1 1551 318 0.01 0.00 0.01 6.
1 0354 79 0.01 0.01 0.00 0. 1 1554 319 0.01 0.00 0.01 6.
1 0357 00 0.01 0.01 0.00 0. ' 1 1557 320 0.01 0.00 0.01 6.
1 0400 01 0.01 0.01 0.00 0. 1 1600 321 0.01 0.00 0.01 6.
1 0403 82 0.01 0.01 0.00 0. 1 1603 322 0.01 0.00 0.01 6.
1 0406 83 0.01 0.01 0.00 0. • 1 1606 323 0.01 0.00 0.01 5.
1 0409 B4 0.01 0.01 0.00 1. 1 1609 324 0.01 0.00 0.01 5.
1 0412 85 0.01 0.01 0.00 1. • 1 1612 325 O.DI 0.01 0.01 5.
1 0415 86 0.01 0.01 0.00 1. 1 1615 326 0.01 0.00 0.01 5.
1 0418 87 0.01 0.01 0.00 1. 1 1618 327 0.01 0.00 0.01 S.
1 0421 Be 0.01 0.01 0.00 1. 1 1621 328 0.01 0.00 0.01 S.
1 0424 89 0.01 0.01 0.00 1. 1 1624 329 0.01 0.00 0.01 5.
1 0427 90 0.01 0.01 0.00 1. 1 1627 33D 0.01 0.00 0.01 5.
1 0430 91 0.01 0.01 0.00 1. ' 1 1630 331 0.01 0.00 0.01 5.
1 0433 92 0.01 0.01 0.00 1. 1 1633 332 0.01 0.00 0.01 5.
1 0436 93 0.01 a.111 0.00 1. • 1 1636 333 0.01 0.00 0.01 S.
1 0439 94 0.01 0.01 0.00 1. 1 1639 334 0.01 0.00 0.01 5.
1 0442 95 0.01 0.01 0.00 1. 1 1642 335 0.01 0.00 0.01 5.
1 0445 96 0.01 0.01 0.00 1. ' 1 1645 336 0.01 0.00 0.01 S.
1 0446 97 0.01 0.00 0.00 1. 1 1648 337 0.01 0.00 0.01 5.
1 0451 98 0.01 0.00 0.00 1. ' 1 1651 338 O.DI DAD 0.01 S.
1 0454 99 D.01 0.00 0.00 1. 1 1654 339 0.01 0.00 0.01 5.
1 0457 100 0.01 0.00 0.00 1. 1 1657 340 0.01 0.00 0.01 4.
1 0500 101 0.01 0.00 0.00 1. I 17DO 341 O.DI D.00 D.01 4.
1 0503 102 0.01 0.01 0.00 1. 1 1703 342 0.01 0.00 0.01 4.
1 0506 103 0.01 0.01 0.00 1. 1 1706 343 0.01 0.00 D.01 4.
1 0509 104 0.01 0.00 0.00 1. 1 1709 344 0.01 0.00 D.01 4.
1 0512 105 0.01 0.00 0.00 1. 1 1312 345 0.01 0.00 OAI 4.
1 0515 106 0.01 0.00 0.00 1. 1 1115 346 0.01 0.00 0.01 4.
1 0518 107 0.01 0.00 0.00 1. 1 1719 347 0.01 0.00 0.01 4.
1 0521 108 0.01 0.00 0.00 1. 1 1721 348 0.01 0.00 0.01 4.
1 0524 109 0.01 0.00 0.00 1. 1 1724 349 0.01 0.00 D.01 4.
1 0521 110 0.01 0.00 0.00 1. 1 1727 350 0.01 0.00 0.01 4.
1 0530 111 0.01 0.00 0.00 1. 1 1730 351 0.01 0.00 0.01 4.
1 0533 112 0.01 0.00 0.00 I. 1 1733 352 0.01 0.00 0.01 4.
1 0536 113 0.01 0.00 0.00 1. ' 1 1336 353, 0.01 0.00 0.01 4.
1 0539 114 0.01 0.00 0.00 1. 1 1739 354 0.01 0.00 0.01 4.
1 0542 115 O.DI 0.00 0.00 1. ' 1 1742 355 0.01 0.00 0.01 4.
1 0545 116 0.01 0.00 0.00 1. 1 1345 356 0.01 0.00 0.01 4.
1 0548 117 0.01 0.00 MO I. 1 1748 357 0.01 0.00 O.al 4.
1 0551 118 0.01 0.00 0.00 1. 1 1751 358 OAI 0.00 0.01 4.
1 0554 119 0.01 0.00 0.00 1. 1 1754 359 0.01 0.00 0.01 4.
1 0557 120 0.01 0.00 0.00 1. 1 1757 360 0.01 0.00 0.01 3.
1 0600 121 0.01 0.00 0.00 1. 1 1000 361 0.01 aAa 0.01 3.
1 0603 122 0.01 0.00 0.00 1. ' 1 1803 362 0.01 0.00 0.01 3.
1 - 0606 123 0.01 0.00 0.00 1. 1 1806 363 D.01 0.00 0.01 3.
1 0609 124 0.01 0.00 0.00 1. 1 1809 364 0.01 0.00 0.01 3.
1 D012 125 0.01 0.00 O.DO 1. 1 1812 365 0.01 0.00 0.D1 3.
1 0615 126 0.01 0.00 0.00 1. 1 1815 366 0.01 0.00 0.01 3.
1 0618 127 0.01 0.00 0.00 2. 1 1818 363 0.01 0.00 0.01 3.
1 0621 128 0.01 O.DO O.00 2. 1 1821 369 0.01 0.00 0.01 3.
1 0624 129 0.01 0.00 0.00 2. 1 1824 369 0.01 OAO 0.01 3.
1 0623 130 0.01 0.00 0.00 2. • 1 1827 370 0.01 0.00 0.01 3.
1 0630 131 0.01 0.00 0.00 2. 1 1830 371 0.01 0.00 0.01 3.
1 0633 132 OAI 0.00 0.00 2. 1 1933 372 0.01 OAO 0.01 3.
1 0636 133 0.01 0.00 0.00 2. 1 1836 373 0.01 0.00 0.01 3.
1 0639 134 0.01 0.00 0.00 2. 1 1839 334 0.01 0.00 0.01 3.
1 0642 135 0.01 0.00 0.00 2. 1 1842 375 0.01 0.00 0.01 3.
1 0645 136 0.01 0.00 0.00 2. 1 1845 376 0.01 0.00 0.01 3.
1 0648 137 0.01 0.00 OAI 2. 1 1840 all 0.01 0.00 0.01 3.
1 0651 139 0.01 0.00 0.01 2. 1 1651 376 0.01 0.00 0.01 3.
1 Da54 139 0A1 0.00 0.01 2. 1 I854 379 0.01 0.00 OAl 3.
1 01,57 140 0.01 0.00 0.01 2. 1 1857 390 0.01 0.00 0.01 3.

100 Year - Improved Conditions 12
1 0700 141 0.01 0.00 0.01 2. ` 1 1910 381 0.01 0.00 0.01 3.
1 0703 142 O.al 0.00 0.01 2. 1 190J 382 0:01 0.00 0.01 3.
1 0)06 14] 0.01 0.00 0.01 2. 1 1906 383 0.01 N.
3 0109 141 0.01 0.00 0.01 2. 1 1909 384 0.01 0.00 O.OI 3.
1 0712 145 0.01 0.00 0.01 2. 1 1912 385 0.01 0.00 0.01 3.
1 OAS 116 0.01 0.00 0.01 2. ' 1 1915 386 0.01 0.00 1.01 3.
1 OTB l41 O.OI 0.00 0.01 2. I 1918 JB] a.01 O.Oa 0.01 ].
1 0721 118 O.OI 0.00 0.01 2. ' 1 1921 l88 0.01 0.00 0.01 3.
1 0]24 149 0.01 0.00 0.01 ]. • 1 1924 389 0.01 0.00 0.01 3.
1 0)2) 150 0.01 0.00 O.n 3. • 1 1927 390 0.01 1.10 0.01 3.
1 ODp 153 a.01 0.00 a.01 3. • 1 1930 391 0.01 0.00 0.01 3.
1 0)33 152 0.01 0.00 a.01 3. • 1 1933 192 0.01 0.00 0.OI 3.
1 0736 153 0.01 a 00 0.01 3. • 1 19]6 393 0.01 0.00 0.01 3.
1 0739 154 0.01 0.00 0.01 3. • 1 1939 394 0.01 0.00 0.01 3.
1 0112 155 0.01 0.00 0.01 3. • 1 1942 395 0.01 0.00 0.01 3.
1 0]45 156 0.01 0.00 0.01 ]. ` 1 1915 J9fi 0.01 0.00 0.01 J.
1 0)48 15) a.01 0.00 0.01 3. 1 1948 391 O.OI 0.00 0.01 3.
1 0751 158 0.01 0.00 0.01 J. 1 1951 398 0.01 0.00 0.01 3.
1 a754 159 0.01 0.00 1.01 1. 1 1954 399 0.01 0.00 1.01 3.
I 0)5) 160 0.a1 0.00 0.01 3. • 1 1957 400 0.01 0.0a a.01 3.
1 0B00 161 0.01 a 00 0.01 3. I 2000 401 0.01 0.00 0.01 3.
1 0803 162 0'01 O.aO 0'01 ]. 1 2003 402 0.01 0.00 0.01 J.
1 0106 163 0.11 0.010 0.01 3. 3 2006 403 0.01 0.00 0.01 3.
t OB 09 164 0'01 0.01 0.01 3. ` 1 2009 404 0.01 0.00 0.01 3.
1 0812 165 0.01 0.00 0.01 J. 1 2012 405 0.01 0.00 0.01 3.
1 0815 166 0.01 0.01 0.01 3. ` 1 2015 406 0.01 0.00 0.01 3.
1 0018 167 0.01 0.01 0.01 4. 1 2018 407 0.01 0.00 0.01 3.
1 0821 168 0.02 0.01 0.01 4. ' 1 2021 408 0.01 0.00 0.01 3.
1 0824 169 0.02 0.01 0.01 4. 1 2024 409 0.01 0.00 0.01 3.
1 0821 170 0.02 0.01 0.01 4. • 1 2027 410 0.01 0.00 0.01 3.
I 0830 171 0.02 0.01 0.01 4. ` 1 2030 411 0.01 0.00 0.01 3.
1 0833 172 0.02 0.01 0.01 4. • 1 2033 412 0.01 0.00 0.01 3.
1 0836 173 0.02 0.01 0.01 4. • 1 2036 413 0.01 0.00 0.01 3.
1 0039 174 0.02 0.01 0.01 4. 1 2039 414 0.01 0.00 0.01 3.
1 0842 175 0.02 0.01 0.01 4. ` 1 2042 415 0.01 0.00 0.01 3.
1 0845 176 0.02 0.01 0.01 5. 1 2045 416 0.01 Y.00 0.01 3.
1 0848 117 0.02 0.01 0.01 5. 1 2048 417 0.01 0.00 0.01 2.
t 0851 178 0.02 O.UI 0.01 5. 1 2051 411 0.01 0.001 0.11 2.
t 0859 179 0.02 a.01 0.01 S. I 2054 419 0.01 0.00 0.01 2.
1 0057 100 0.02 0.01 0.01 5. ` 1 2057 420 0.01 0.00 0.01 2.
1 0900 181 0.02 0.01 0.01 5. 1 2300 121 0,01 1.00 0.01 2.
1 0903 l82 0.02 0.01 0.0] 5. ` 1 210] 422 0.01 0.00 0.01 2.
1 0906 183 0.02 0.01 0.01 5. 1 2106 423 0.01 0.00 0.01 2.
1 0909 164 0.02 0.01 0.01 5. ` 1 2109 424 0.01 0.00 0.01 2.
1 0912 105 0.02 0.al 0.01 6. 1 2112 425 0.01 0.11 0.01 2.
1 0915 186 0.02 0.01 0.01 6. ` 1 2115 926 0.01 0.00 0.01 2.
1 0918 187 0.02 0.01 0.01 6. 1 2118 427 0.01 0.00 0.01 2.
1 0921 188 0.02 0.01 0.02 6. 1 2121 428 0.01 0.00 0.01 2.
t 0924 189 0.02 0,01 0.02 6. 1 2124 429 0.01 0.00 0.01 2.
1 092 190 0.02 0.01 0.0E 6. 1 2127 430 0.01 0.00 0.01 2.
1 1930 191 0.02 0.01 0.02 6. 1 2130 431 0.01 0.00 0.01 2.
1 09]] 192 0.02 0.01 0
.02 6. ` 1 2 33 432 0.01 0.00 0.01 2.
1 0936 193 0.02 0.01 0.02 ). 1 2136 433 0.01 0.00 0.01 2.
1 0939 194 0.02 0.01 0.02 1. 1 2139 434 0.01 0.00 0.01 2.
1 0942 195 0.02 0.01 0.02 1. 1 2142 435 0.01 0.00 0.01 2.
1 0945 196 0.02 0.01 0.02 1. 1 2145 416 0.01 0.00 0.01 2.
1 O94B 197 0.02 0.01 0.02 1. ' 1 2146 437 0.01 0.00 O.OI 2.
1 0951 198 0.02 0.01 0.02 1. 1 2151 438 0.01 0.00 0.01 2.
1 0954 199 0.02 0.01 0.02 1. 1 2154 439 0.01 0.00 0.01 2.
1 0957 200 0.02 0.01 0.02 1. 1 2157 140 0.01 0.00 0.01 2.
t 1000 201 0.02 0.0] 0.02 8. 1 2200 941 0.01 0.00 0.01 2.
1 3003 202 0.03 0.01 0.02 B. ` I 2203 442 0.01 0.00 0.01 2.
1 ]006 203 0.03 0.01 a.02 B. ' 1 2206 493 0.01 0.00 0.01 2.
1 1009 204 0.03 0.01 0.02 8. 1 2209 444 0.01 0.00 0.01 2.
1 1012 205 0.03 0.01 0.02 B. 1 2212 445 0.01 0.00 0.01 2.
1 1015 206 0.03 0.01 0.02 B. ` 1 2215 446 0.01 0.00 0.01 2.
1 1018 207 0.03 0.01 0.02 9. ' 1 2218 441 0.01 0.00 0.01 2.
1 1021 208 0.03 0.01 0.02 9. ' 1 2221 448 0.01 0.00 0•Ul 2.
1 1024 209 0.13 0.01 O.OE 9. ' 1 2224 449 0.01 0.00 0.01 2.
1 1021 2,0 0.03 0.01 0.02 9. 1 2221 450 0.01 1.10 1.01 2.
1 1030 211 0.03 0.01 0.02 9. 1 2230 451 0.01 0.00 0.01 2.
1 1033 212 0.03 0.01 0.03 10. 1 2233 452 9.01 0.00 0.01 2.
1 1036 213 0.03 0.01 0.03 10. 1 2236 453 O.ol 0.00 0.01 2.
1 1039 214 0.03 0.01 0.03 10. 1 2239 454 0.01 0.00 0.00 2.
1 1042 215 0.03 0.01 0.03 10. 1 2242 455 0.01 0.00 0.00 2.
t 1045 216 0.03 0.01 0.03 ll. 1 2245 456 0.00 0.a0 0.0o 2.
1 to48 217 0.03 0.01 0.03 11. 1 224E 457 1
.01 0.00 0.10 2.
1 1051 218 0.03 0.01 0.03 11. ' 1 2251 459 0.00 0.00 O.00 2.
1 1054 219 0.03 0.01 0.03 11. 1 2254 459 0.00 0.00 0.00 2.
1 1057 220 0.04 0.01 0.03 12. 1 2251 460 0.00 0.00 DAD 2.
1 1100 221 0.04 0.01 0.03 12. 1 2300 461 0.00 0.00 0.00 2.
1 1103 222 0.04 0.01 0.03 12. 1 2303 462 0.00 0.00 0.00 2.
1 1106 223 0.04 0.01 0.03 13. 1 2306 463 0.00 0.00 0.00 2.
1 1109 224 0.04 0.01 0.04 13. 1 2309 464 0.00 0.00 0.00 2.
1 1112 225 0.04 0.01 0.04 14. 1 2312 465 0.00 0.00 0.00 2.
1 1115 226 0.05 0.01 0.04 14. 1 2315 466 0.00 0.00 0.00 2.
1 1118 227 0.05 0.01 0.04 15. 1 2319 411 0.00 0.00 0.00 2.
1 1121 228 0.05 0.01 0.05 16. 1 2321 468 0.00 0.00 0.00 2.
1 1124 229 0.05 0.01 0.05 11. 1 2324 469 0.00 0.00 0.00 2.
1 1127 230 0.06 0.01 0.05 18. 1 2331 470 0.00 0.00 0.00 2.
1 1130 231 0.06 0.01 0.05 18. 1 2310 471 0.00 0.00 0.00 2.
1 1133 232 0.09 0.01 0.01 20. 1 2333 472 0.00 0.00 0.00 2.
1 1136 233 0.08 0.01 0.01 22. 1 2336 473 0.00 0.00 0.00 2.
1 1139 234 0.13 0.01 0.11 25. 1 2339 914 0.00 0.00 0.00 2.
1 1142 235 0.13 0.01 0.11 30. 1 2342 475 0.00 0.00 0.00 2.

100 Year- Improved Conditions 13
1 1145 236 0.1) 0.02 O.15 36. 1 2345 176 1.00 0.00 0.0E 2.
I 1118 237 0.1) R .
0.16 13. 1 2J18 IT) 0.0E 0.0E 0.0E 2.
t 1151 238 0.21 0.02 0.2E 50. • 1 2J51 11
8 0.0E 0.0E 0.0E 2.
I 1154 239 0.21 0.02 0.20 50 ` 1 2354 419 0.0E 0.0E 0.0E 2.
1 1157 240 0.42 0.03 0.35 70. • 1 2357 400 0.00 0.00 0.00 2.
...................a u.......I.........................«.a-...........r.u.a u.......................r.u«u«r«r........
TOTAL RAINFALL 10.00, TOTAL LOSS 1.47, TOTAL EXCESS - 8.53
PEAK FLAW TIME MAXIMUM AVERAGE FLOW
6-HR 24-HR 72-HR 23.95-HR
(CFSI (MR)
(CFS)
141. 12.15 23. 7. ). ).
(INCHESI 6.572 8.515 8.515 8.515
IAC-FTI 11. 14. 14. 14.
CIRCULATIVE AREA = 0.03 SO MI
... ... ... ..r ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
70 KK j.DCt
72 KO OUTPUT CONTROL VARIABLES
IPINT 0 PRINT CONTROL
IPLOT 0 PLOT CONTROL e
QSCAL 0. HYOROGRAPH PLAT SCALE
IFNCH 0 PUNCH COMPUTED HYOROGRAPH
IOUT 22 SAVE HYDROGRAPH ON THIS MIT
ISAV1 1 FIRST ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
TIMINT 0.050 TIME INTERVAL IN HOURS
73 HC HYOROGRAPH COMBINATION
ICOMP 2 NUMBER OF HYDRCGRAPHS TO COMBINE
.e.....0 u..ux..x....................................................•... ......u..rx..........uu.r...r...
HYDROGRAPR AT STATION juncG
SUM OF 2 HYDROGRAPHS
..........e....er..r....................................................x..........................................................
DA MON HRW4 ORD FLOW DA MON HRMN ORD FLOW r DA MON HRMN ORD FIAV DA NON HENN ORD FI OW
1 0000 1 0. 1 0600 121 3. 1 1200 241 134. I 180E 361 ).
1 0003 2 0. • 1 0603 122 3. 1 1203 242 165. 1 1803 362 ).
1 0006 3 0. 1 0606 123 3. 1 1206 243 196. 1 1806 363 ).
1 0009 4 0. 1 0609 124 4. 1 1209 244 210. 1 1809 364 ).
1 0012 5 0. 1 0612 125 4. 1 1212 245 225. 1 1812 365 ).
1 0015 6 0. 1 0615 126 4. • 1 1215 246 221. 1 1815 366 ).
1 0018 ) 0. 1 .0618 127 4. 1 1218 247 212. 1 1818 367 1.
1 0021 8 0. • 1 0621 128 4. 1 1221 248 200. 1 1821. 368 ).
1 0024 9 0. 1 0624 129 4. 1 1224 249 188. 1 1824 369 ).
1 0027 10 0. 1 0627 130 4. • 1 1227 250 174. 1 1827 370 ).
1 0030 11 0. 1 0630 131 4. 1 1230 251 158. 1 1830 371 6.
1 0033 12 0. 1 0633 132 4. 1 1233 252 142. I 1833 372 6.
1 0036 13 0. • 1 0636 133 4. 1 1236 253 126. 1 1836 373 6.
1 0039 14 0. 1 0639 134 4. 1 1239 254 1 Ill. 1 1839 374 6.
1 0042 15 0. 1 0642 135 4. ' 1 1242 255 98. 1 1842 335 6.
1 0045 16 0. 1 0645 136 4. 1 1245 256 87. 1 1845 376 6.
1 0048 17 0. 1 0648 137 5. 1 1248 257 70. 1 1840 3)) 6.
1 0051 18 0. 1 0651 138 5. 1 1251 259 71. 1 IB51 378 6.
1 0054 19 0. 1 0654 131 5. 1 1254 259 64. 1 1954 379 6.
1 0057 20 0. 1 0657 140 5. I 1257, 260 5B. 1 1657 380 6.
1 0100 21 0. 1 0700 141 5. 1 1300 261 53. 1 1900 381 6.
1 0103 22 0. 1 0703 142 5. 1 1303 262 49. 1 1903 302 6.
1 0106 23 0. 1 0706 143 5. 1 1306 263 45. 1 1906 383 6.
1 0109 24 0. 1 0709 144 5. 1 1309 264 42. 1 1909 304 6.
1 0112 25 0. 1 0712 145 5. 1 1312 265 40. 1 1912 305 6.
1 0115 26 0. 1 0115 116 5. 1 1315 266 37. 1 1915 386 6. ,
1 011B 27 0. 1 0)18 147 6. 1 1310 261 36. 1 1918 387 6.
1 0121 28 0. 1 0121 149 6. 1 1321 260 34. 1 1921 389 6.
1 0124 29 0. 1 0724 149 6. 1 1324 269 33. 1 1924 389 6.
1 0127 30 0. 1 Olt) 150 6. 1 ill) 270 31. l 1927 390 6.
1 0130 31 0. I 0730 151 6. 1 1330 271 30. 1 1930 391 6.
1 0133 32 0. 1 0733 152 6. 1 1333 292 29. 1 1933 392 6.
1 0136 33 0. 1 0736 153 6. 1 1336 273 28. 1 193n 393 6.
1 0139 34 0. 1 0739 154 1- 1 1331l 27r 28. 1 1939 394 4.
1 0142 35 0. 1 0142 155 6. 1 1142 275 27. 1 1942 395 6.
1 0145 36 0. 1 0745 156 6. 1 1345 276 26. 1 1945 396 6.
1 0148 37 0. 1 0148 157 ). 1 134E 277 26. 1 1948 397 6.

100 Year- Improved Conditions 14
1 0151 30 0. 1 0]51 159 1. 1 151 218 25. 1 1951 398 6.
1 0154 39 0. 1 0754 159 1. 1 1354 279 24. 1 1954 399 6.
1 0157 40 0. • 1 O15] 160 1. 1 135] 280 24. t 1151 411 6.
1 0200 11 0. 1 0000 l61 1. • 1 1900 201 23. ' 1 2000 101 6.
1 0203 42 0. • 1 0803 l62 ]. 1 1403 282 23. I 2003 402 5.
1 0206 43 0. ' 1 0806 163 7. 1 1406 203 22. • 1 2006 403 5.
1 0209 11 0. t 0809 l69 7. • 1 1419 2B4 22. 1 2009 404 5.
1 021E 45 0. • 1 0012 165 8. • 1 1412 285 21. 1 2012 405 5.
1 0215 46 0. ' 1 0015 166 8. ' 1 1415 286 21. 1 2015 406 5.
1 1218 47 0. • 1 0918 16] 8. • 1 1410 287 21. 1 2011 407 5.
1 0221 48 0. 1 OB21 168 e. • ] 1421 2B0 20. 1 2021 908 5.
1 0224 49 0. • 1 0829 169 0. 1 1424 289 20. I 2029 409 S.
1 0227 50 0. • 1 0827 170 B. ' 1 1427 290 20' • 1 2021 110 S.
1 0230 51 0. • t 0830 1]1 9. 1 1430 291 19. t 2030 411 5.
1 0233 52 0. ` 1 OB33 ]tt 9. 1 1433 292 19. • 1 2033 912 5.
1 0236 53 0. ' 1 0836 173 9. ' 1 1436 293 19. • 1 2036 413 5.
I 0239 54 0. 1 0839 174 9. • 1 1439 294 19. 1 2039 414 5.
1 0242 55 0. • 1 0842 175 9. ] 1442 295 18. 1 2042 415 5.
1 0245 56 0. • 1 0945 176 10. 1 1445 296 18. 1 2045 416 5.
1 0249 57 0. 1 0048 1]] 10. • 1 1918 297 18. 1 2049 417 5.
1 0251 58 0. • 1 0851 178 10. 1 I951 298 18. 1 2051 418 5.
1 0254 59 0. * 1 0854 179 10. ' I 1454 299 17. 1 2054 419 5.
1 0257 60 1. 1 0857 1B0 11. 1 1457 300 11. 1 2057 420 5.
1 0300 61 1. • 1 0900 181 11. 1 1500 301 17. 1 2100 421 5.
1 0303 62 1. • 1 0903 182 11. 1 1503 302 17. 1 2103 422 5.
1 0306 63 1. 1 0906 183 11. 1 1506 303 16. 1 2106 423 5.
1 0309 64 1. 1 0909 184 11. • 1 1509 304 16. 1 2109 424 5.
1 0312 65 1. 1 0912 185 12. 1 1512 305 16. 1 2112 425 5.
1 0315 66 1. • 1 0915 186 12. • 1 1515 306 16. 1 2115 426 5.
1 0318 61 1. 1 0910 187 12. 1 1518 300 15. 1 2118 427 5.
1 0321 68 1. ' 1 0921 188 12. 1 1521 309 15. • 1 2121 428 5.
1 0324 69 1. 1 0924 189 13. 1 1524 309 15. 1 2124 429 5.
1 0327 10 1. ' 1 0927 190 13. 1 1527 310 15. 1 2121 430 5.
1 0330 11 1. ' 1 0930 191 13. 1 1530 311 14. 1 2130 431 5.
1 0333 72 1. • 1 0933 192 13. 1 1533 312 14. 1 2133 432 5.
1 0336 73 1. • 1 0936 193 14. • 1 1536 313 14. 1 2136 433 5.
1 0339 74 1. 1 0939 194 14. 1 1539 314 14. 1 2139 434 5.
1 0342 15 1. 1 0942 195 14. 1 1542 315 14. • 1 2142 435 5.
1 0345 16 1. 1 0945 196 14. 1 1545 316 13. 1 2145 436 5.
1 0348 11 1. • 1 0949 197 15. 1 1549 317 13. • 1 2146 437 5.
I 0351 78 1. 1 0951 198 15. I 1551 310 13. 1 2151 438 5.
1 0354 19 1. 1 0954 199 15. 1 1554 319 13. 1 2154 439 5.
1 0357 BO 1. 1 0957 200 15. 1 1557 320 12. 1 2157 440 5.
1 0400 81 1. 1 1000 201 16. 1 1600 321 12. 1 2200 441 5.
1 0403 82 2. 1 1003 202 16. 1 1603 322 12. 1 2203 442 5.
1 0406 83 2. 1 1006 203 16. 1 1606 323 12. 1 2206 443 5.
1 0409 84 2. ' 1 1009 204 16. • 1 1609 324 11. 1 2209 444 4.
1 0412 85 2. 1 1012 205 17. 1 1612 325 11. 1 2212 445 4.
1 0415 86 2. ' a 1015 206 17. 1 1615 326 11. 1 2215 446 4.
1 0418 87 2. 1 1018 207 17. 1 1618 327 11. 1 2218 447 4.
1 0421 Be 2. 1 1021 208 19. • 1 1621 328 11. 1 2221 449 4.
1 0424 89 2. 1 1024 209 14. 1 1624 329 11. 1 2221 449 4.
__. 1 0427 90 2. 1 1027 210 19. 1 1627 330 10. 1 2227 450 4.
1 0430 91 2. 1 1030 211 19. 1 1630 331 10. 1 2230 451 4.
1 0433 92 2. 1 1033 212 20. 1 1633 332 10. 1 2233 452 4.
1 0436 93 2. 1 1036 213 20. 1 1606 333 10. 1 2236 453 4.
1 0439 94 2. 1 1039 214 21. 1 1639 334 10. ' 1 2239 454 4.
1 0442 95 2. 1 1042 215 21. 1 1642 335 10. 1 2242 455 4.
1 0445 96 2. 1 1045 216 21. 1 1645 336 10. 1 2245 456 4.
1 0449 97 2. 1 1049 217 22. 1 1640 337 10. 1 2248 457 4.
1 0451 98 2. 1 1051 218 22. 1 1651 328 10. 1 2251 459 4.
1 0454 99 2. 1 1054 219 23. 1 1654 339 9. 1 2254 459 4.
1 0457 100 2. 1 1057 220 23. 1 1657 340 9. 1 2257 460 4.
1 0500 101 2. 1 1100 221 24. 1 1700 341 9. • 1 2300 461 4.
1 0503 102 2. 1 1103 222 24. 1 1703 342 9. 1 2303 462 4.
1 0506 103 3. 1 1106 223 25. 1 1906 343 9. 1 2306 463 4.
1 0509 104 3. 1 1109 224 26. 1 1709 344 9. 1 2309 464 4.
1 0512 105 3. 1 1112 225 27. 1 1712 345 9. 1 2312 465 4.
1 0515 106 3. 1 1115 226 28. 1 1715 346 9. 1 2315 466 4.
1 0518 107 3. 1 1118 227 29. 1 1118 341 9. 1 2318 467 4.
1 0521 108 3. 1 1121 228 30. I 1721 348 9. 1 2321 468 4.
1 8524 109 3. 1 1124 229 32. 1 1724 349 B. 1 2324 469 4.
1 0527 110 3. 1 112] 230 33. 1 1727 350 B. 1 2327 470 4.
1 0530 111 3. 1 1130 231 35. 1 1730 351 0. 1 2330 471 4.
1 0533 112 3. 1 1133 232 31. • 1 1733 352 8. 1 2333 472 4.
1 0536 113 3. 1 1136 233 40. 1 1736 353 8. 1 2336 473 4.
1 0539 114 3. 1 1139 234 44. 1 1739 354 B. 1 2339 474 4.
1 0542 115 3. 1 1142 235 50. 1 1742 355 6. 1 234E 415 4.
1 0545 116 3. 1 1145 236 58. 1 1745 356 8. 1 2345 476 4.
1 0548 117 3. 1 1146 231 68. 1 1748 357 S. 1 2348 497 4.
1 0551 118 3. 1 1151 230 79. 1 1751 358 B. 1 2351 479 4.
1 0554 119 3. 1 1154 239 92. 1 1754 359 1. 1 2339 479 4.
1 0557 120 3. 1 1157 240 109. 1 1757 360 7. 1 2357 480 4.
...................................................................................................................................
PEAK FI TIME MASIMLM AVERAGE FL
6-IIR 24-IIR 72-HR 23.95-IIR
ICF51 (MR)
(CF5)
225. 12.20 4, 15. 15. 15.
(IMCIIES) 6.723 8.814 8.814 d.814
(AC-FT) 23. 30. 30. 10.
CW..ULATIVE AREA - 0.0a 3Q MI

100 Year - Improved Conditions 15
.. ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...
34 KK ` POND '
'••'••••"♦•♦"•Detention Pond
76 KO OUTPUT CONTROL VARIABLES
IPPM 0 PRINT CONTROL
IPIA! 0 PLOT CONTROL
DECAL 0. HYDROGRAPH PLAT SCALE
IPNCH 0 PUNCH COMPUTED HYDROGRAPH
IOUT 22 SAVE HYDROGRAPH ON THIS UNIT
I SAV1 I FIRST' ORDINATE PUNCHED OR SAVED
ISAV2 480 LAST ORDINATE PUNCHED OR SAVED
T1MINT 0.050 TIME INTERVAL IN HOURS
HYDRD(MPH ROUTING DATA
)] RS STORAGE ROUTING
NSTPS 1 NUMBER OF SURREACIIES
ITYP ELEV TYPE OF INITIAL CONDITION
RIVE IS 94.00 INITIAL CONDITION
K 0.00 MORKING R AND D COEFFICIENT
78 SA AREA 2.4 2.6 2.8 3.0 3.3 3.5 3.8
39 SE ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 93.00
00 SO DISCHARGE D. 1. 2. 36. 97. 179. 290.
81 BE ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 93.00
COMPUTED STORAGE-ELEVATION DATA
STORAGE 0.00 1.25 2.61 4.08 5.66 7.35 9.19
ELEVATION 94.00 94.50 95.00 95.50 96.00 96.50 93.00
COMPUTED STORAGE-OIETF L0W-ELEVATION DATA
STORAGE 0.00 ,1.25 2.61 4.08 5.66 7.35 9.18
OUTFLOW 0.00 0.60 2.10 36.40 97.20 179.30 290.00
ELEVATION 94.00 94.50 95.00 1 95.50 96.00 96.50 97.00
............................u.....u...............................u...................................................
.......u.
HYDRaRAPH AT STATION POND
.......................... x.xx........e.............x......,...u.u.......a............................... .....................
LA MON HRMN ORD OUTFIAM STORAGE STAGE DA MON HEM ORD OUTFLOW STORAGE STAGE DA MON HAM! ORD OUTFO STORAGE STAGE
1 0000 1 0. 0.0 94.0 1 0800 161 1. 1.3 94.5 ' 1 1600 321 15. 3.1 95.2
1 0003 2 0. 0.0 94.0 1 0803 162 1. 1.3 94.5 1 1603 322 14. 3.1 95.2
1 0006 3 0. 0.0 94.0 1 0906 163 1. 1.3 94.5 1 1606 323 14. 3.1 95.2
1 0009 4 0. 0.0 94.0 • 1 0909 164 1. 1.3 94.5 ' 1 1609 324 14. 3.1 95.2
1 0012 5 0. 0.0 94.0 1 0812 165 1. 1.4 94.5 ' 1 1612 325 14. 3.1 95.2
1 0015 6 0. 0.0 94.D 1 0815 166 1. 1.4 94.6 1 1615 326 14. 3.1 95.2
1 0018 T 0. 0.0 94.0 1 Oslo 163 1. 1.4 94.6 1 1619 327 13. 3.1 95.2
1 0021 8 0. 0.0 94.0 1 0821 169 1. 1.4 94.6 • 1 1621 329 13. 3.1 95.2
1 0024 9 0. 0.0 94.0 1 0924 169 1. 1.5 94.6 1 1624 329 13. 3.1 95.2
1 0021 10 0. 0.0 94.0 1 082E 130 1. 1.5 94.6 • 1 1621 330 13. 3.1 95.2
1 0030 11 0. 0.0 94.0 1 0630 171 1. 1.5 94.6 1 1630 331 12. 3.1 95.2
1 0033 12 0. 0.0 94.0 1 0833 132 1. 1.6 94.6 1 1633 332 12. 3.0 95.1
1 0036 13 0. D.0 94.0 1 0836 173 1. 1.6 94.6 1 1636 333 12. 3.0 95.1
1 0039 14 0. 0.0 94.0 1 0039 Ill L 1.6 94.6 1 1639 334 12. 3.0 95.1
1 0042 15 O. 0.0 94.0 1 D842 175 1. 1.7 94.E 1 1642 335 12. 3.0 95.1
1 0045 16 0. 0.0 94.0 1 0845 176 1. lA 94.E 1 1645 336 12. 3.0 95.1
1 0048 11 0. 0.0 94.0 1 0848 177 1. 1.3 94.E 1 1648 337 11. 3.0 95.1
1 0051 18 0. 0.0 94.0 1 0951 178 1. 1.8 94.E 1 1651 330 11. 3.0 95.1
1 0054 19 0. 0.0 94.0 1 0854 179 1. 1.8 94.1 1 1654 339 11. 3.0 95.1
1 0051 20 0. 0.0 94.0 1 0857 I00 1. 1.9 94.7 1 165E 340 11. 3.0 95.1
1 0100 21 0. 0.0 94.0 1 0900 181 1. 1.9 94.7 1 1700 341 11. 3.0 95.1
1 0103 22 0. 0.0 94.0 1 0903 182 1. 1.9 94.8 1 1703 342 11. 3.0 95.1
1 0106 23 0. 0.0 94.0 1 0906 183 1. 2.0 54.8 1 1706 343 10. 3.0 95.1
1 0109 24 0. 0.0 94.0 1 0909 184 1. 2.0 94.8 1 1309 344 10. 3.0 95.1
1 0112 25 0. 0.0 94.0 1 0912 185 1. 2.1 94.8 l 1712 345 10. 3.0 95_1
1 0115 26 0. 0.0 94.0 1 0915 196 2. 2.1 94.8 1 1715 346 10. 2.9 95.1
1 0119 27 0. 0.0 94.0 1 0918 183 2. 2.1 94.8 1 1318 347 10. 2.9 95.1
1 0121 28 0. 0.0 94.0 1 0921 188 2. 2.2 94.8 1 1721 348 10. 2.9 95.1
1 0124 29 0. 0.0 94.0 1 0924 199 2. 2.2 94.9 1 1324 349 10. 2.9 95.1
1 012E 30 0. 0.0 94.0 1 092E 190 2. 2.3 94.9 1 112E 350 10. 2.9 95.1
1 D130 31 0. 0.0 94.0 1 0930 191 2. 2.3 94.9 1 I730 351 9. 2.9 95.1
1 0133 32 0. 0.0 94.0 1 0933 192 2. 2.4 94.9 1 1133 352 9. 2.n 95.1
1 0136 33 0. 0.0 94.0 1 0936 193 2. 2.4 94.9 1 1736 353 9. 2.9 95.1
1 0139 34 0. 0.0 94.0 1 0939 194 2. 2.5 94.9 1 113n 351 .. 2.9 95.1

100 Year- Improved Conditions 16
1 0142 35 0. 0.1 94.0 ' 1 19,2 195 2. 2.5 95.0 1 1142 355 9. 2.9 95.1
1 0145 36 0. 0.0 94.0 • 1 0945 196 2. 2.6 95.0 • 1 1145 156 9. 2.9 95.1
1 .148 33 0. 0.0 94.0 ' 1 0940 193 2, 2.6 95.0 1 17 48 353 9. 2.9 95.1
1 0151 38 0. 0.0 94.0 1 0951 198 3. 2.3 95.0 ` 1 1751 358 9. 2.9 95.1
1 0154 39 0. 0.0 94.0 1 0954 199 5. 2.3 95.0 • 1 1754 359 9. 2.9 95.1
1 0153 40 0. 0.0 94.0 ` 1 0953 200 6. 2.8 95.0 • 1 1759 360 0. 2.9 95.1
1 0200 41 0. 0.0 94.0 • 1 1000 201 6. 2.0 95.1 • 1 1000 361 B. 2.9 95.1
1 0203 42 0. 0.0 94.0 • 1 1003 202 3. 2.0 95.1 • 1 1803 362 0. 2.9 95.1
1 0206 43 0. 0.0 94.0 ' 1 1006 203 B. 2.9 95.1 ` 1 1806 363 0. 2.9 95.1
1 0209 44 0. 0.0 94.0 • 1 1009 204 9. 2.9 95.1 • 1 1909 364 8. 2.9 95.1
1 0212 45 0. 0.0 94.0 • 1 1012 205 10. 2.9 95.1 • 1 1812 365 B. 2.9 95.1
1 0215 46 0. 0.0 94.0 ' 1 1015 206 10. 3.0 95.1 • 1 1915 366 B. 2.9 95.1
1 0218 41 0. 0.0 94.0 ' 1 1018 207 11. 3.0 95.1 • 1 1816 367 8. 2.8 95.1
1 0221 48 0. 0.0 94.0 ' 1 1021 208 12. 3.0 95.1 • 1 1821 368 8. 2.8 95.1
1 0224 49 0. 0.0 94.0 • 1 1024 209 12. 3.0 95.1 • 1 1824 369 B. 2.8 95.1
1 0223 50 0. 0.0 94.0 1 1023 210 13. 3.1 95.2 • 1 1827 330 3. 2.8 95.1
1 0230 51 0. 0.0 94.0 1 1030 211 13. 3.1 95.2 • 1 1830 331 1. 2.8 95.1
1 0233 52 0. 0.0 94.0 1 1033 212 14. 3.1 95.2 1 1 1B33 332 1. 2.8 95.1
1 0236 53 0. 0.0 94.0 1 1036 213 14. 3.1 95.2 1 1836 373 1. 2.8 95.1
1 0239 54 0. 0.0 94.0 • 1 1039 214 15. 3.2 95.2 1 1839 374 1. 2.8 95.1
1 0242 55 0. 0.0 94.0 1 1042 215 15. 3.2 95.2 1 1842 375 1. 2.8 95.1
1 0245 56 0. 0.0 94.0 • 1 1045 216 16. 3.2 95.2 1 1845 376 1. 2.8 95.1
1 0248 5 0. 0.0 94.0 1 1048 213 17. 3.2 95.2 1 184E 332 7. 2.8 95.1
1 0251 58 0. 0.0 94.0 1 1051 210 19. 3.2 95.2 1 185: 378 3. 2.8 95.1
1 0254 59 0. 0.0 94.0 ' 1 1054 219 18. 3.3 95.2 1 1854 379 3. 2.8 95.1
1 0257 60 0. 0.0 94.0 1 1053 220 Is. 3.3 95.2 1 165, 380 3. 2.8 95.1
1 0300 61 0. 0.0 94.0 1 1100 221 19. 3.3 95.2 1 1900 381 3. 2.8 95.1
1 0303 62 0. 0.0 94.0 1 1103 222 19. 3.3 95.2 1 1903 382 3. 2.8 95.1
1 0306 63 0. 0.0 94.0 1 1106 223 20. 3.4 95.3 1 1906 363 3. 2.8 95.1
1 0309 64 0. 0.0 94.0 ' 1 1109 224 20. 3.4 95.3 1 1905 394 3. 2.8 95.1
1 0322 65 0. 0.0 94.0 • 1 1112 225 21. 3.4 95.3 ' 1 1912 385 6. 2.8 95.1
1 0315 66 0. 0.0 94.0 1 1115 226 21. 3.4 95.3 1 1915 386 6. 2.8 95.1
1 0318 6 0. 0.0 94.0 1 1118 223 22. 3.5 95.3 1 1910 187 6. 2.0 95.1
1 0321 60 0. 0.0 94.0 1 1121 228 23. 3.5 95.3 1 1921 389 6. 2.8 95.1
1 0324 69 0. 0.0 94.0 1 1124 229 23. 3.5 95.3 1 192, 389 6. 2.8 95.1
1 0323 30 0. 0.1 940 1 1127 230 24. 3.6 95.3 1 192] 390 6. 2.8 95.1
1 0330 31 0. 0.1 94.0 1 1130 231 25. 3.6 95.3 1 193: 391 6. 2.8 95.1
1 0333 32 0. 0.1 94.0 1 1133 232 26. 3.6 95.4 1 1933 392 6. 2.8 95.1
1 0336 33 0. 0.1 94.0 1 1136 233 27. 3.7 95.4 1 193E 393 6. 2.8 95.1
1 0339 94 0. 0.1 94.0 1 1139 234 29. 3.7 95.4 1 1939 294 6. 2.6 95.1
1 0342 15 0. 0.1 94.0 I 1142 235 30. 3.8 95.4 1 1942 395 6. 2.8 95.1
1 0345 36 0. 0.1 94.0 1 1145 236 32. 3.9 95.4 1 1945 396 6. 2.0 95.1
1 0348 13 0. 0.1 94.0 1 1148 237 35. 4.0 95.5 1 194E 397 6. 2.8 95.1
1 0351 18 0. 0.1 94.0 ' 1 1151 236 40. 4.2 95.5 1 195: 398 6. 2.8 95.1
1 0354 39 0. 0.1 94.0 1 1154 239 47. 4.4 95.6 1 1954 399 6. 2.8 95.1
1 0353 80 0. 0.1 94.0 1 1153 240 55. 4.6 95.7 1 1951 400 6. 2.8 95.1
1 0400 01 0. 0.1 94.0 ` 1 1200 241 65. 4.8 95.7 1 2001 401 6. 2.8 95.1
1 0403 82 0. 0.1 94.0 1 1203 242 73. 5.1 95.8 1 2003 402 6. 2.0 95.1
1 0406 83 0. 0.1 l94.0 ' 1 1206 243 92. 5.5 96.0 1 200E 403 6. 2.0 95.1
1 0409 84 0. 0.1 94.0 1 1209 244 112. 6.0 96.1 1 2003 404 6. 2.8 95.1
1 0412 85 0. 0.1 94.1 1 1212 245 132. 6.4 96.2 1 2012 405 6. 2.8 95.1
1 0415 86 0. 0.1 94.1 1 1215 246 149. 6.7 96.3 1 2015 406 6. 2.8 95.1
1 0418 83 0. 0.1 94.1 • 1 1210 243 161. 3.0 96.4 1 201E 407 6. 2.9 95.1
1 0421 08 0. 02 94.1 1 1221 248 169. 3.1 96.4 1 2021 408 6. 2.8 95.1
1 0424 09 0. 0.2 94.1 1 1224 249 134. 3.2 96.5 1 202; 409 6. 2.8 95.1
1 0421 90 0. 0.2 94.1 1 1223 250 175. 7.3 96.5 1 2023 410 6. 2.8 95.1
1 0430 91 0. 0.2 94.1 1 1230 251 173. 7.2 96.5 • 1 203: 411 6. 2.8 95.1
1 0433 92 0. 0.2 94.1 1 1233 252 169. 7.1 96.4 1 2031 412 6. 2.8 95.0
1 0436 93 0. 0.2 94.1 1 1236 253 163. 7.0 96.4 1 203E 413 5. 2.8 95.0
1 0439 94 0. 0.2 94.1 1 1239 254 154. 6.8 96.3 1 2035 414 5. 2.0 95.0
1 0442 95 0. 0.2 94.1 1 1242 255 145. 6.3 96.3 1 2012 415 5. 2.B 95.0
1 0445 96 0. 0.2 94.1 1 1245 256 136. 6.5 96.2 1 2045 416 5. 2.8 95.0
1 0449 93 0. 0.2 94.1 1 1248 257 126. 6.3 96.2 1 2040 40 5. 2.7 95.0
1 0451 98 0. 0.2 94.1 1 1251 256 113. 6.1 96.1 1 205: 418 5. 2.7 95.0
1 0454 99 0. 0.2 94.1 1 1254 259 108. 5.9 96.1 1 2054 419 5. 2.7 95.0
1 0453 100 0. 0.3 94.1 1 1257 260 99. 5.] 96.0 1 2051 420 5. 2.7 95.0
1 0500 101 0. 0.3 94.1 1 1300 261 93. 5_5 96.0 1 210: 421 5. 2.7 95.0
1 OS03 102 0. 0.3 94.1 • 1 1303 262 86. 5.4 95.9 1 2103 422 5. 2.7 95.0
1 0506 103 0. 0.3 94.1 1 1306 263 81. 5.2 95.9 1 210, 423 S. 2.7 95.0
1 0509 104 0. 0.3 94.1 1 1309 264 25. 5.1 95.8 1 210E 424 5. 2.3 95.0
1 0512 105 0. 0.3 94.1 1 1312 265 70. 5.0 95.9 1 211: 425 5. 2.7 95.0
1 0515 106 0. 0.3 94.1 1 1315 266 66. 4.8 95.3 1 2115 426 5. 2.7 95.0
1 0519 lot 0. 0.3 94.1 1 1319 263 61. 4.7 95.3 I 211E 423 5. 2.3 95.0
1 0521 100 0. 0.3 94.1 1 1321 269 57. 4.6 95.7 1 2121 428 5. 2.7 95.0
1 0524 109 0. 0.3 94.1 1 1324 269 5<. 4.5 95.6 1 212; 429 5. 2.3 95.0
1 0523 110 0. 0.4 94.1 1 1327 270 51. 4.4 95.6 1 212% 430 5. 2.3 95.0
1 0530 111 0. 0.4 94.1 1 1330 231 48. 4.4 95.6 1 213: 431 5. 2.7 95.0
1 0533 112 0. 0.4 94.2 1 1133 272 45. 4.3 95.6 1 2132 432 5. 2.3 95.0
1 0536 113 0. 0.4 94.2 1 1336 273 43. 4.2 95.6 1 213E 433 5. 2.1 95.0
1 0539 114 0. 0.4 94.2 1 1339 234 40. 4.2 95.5 1 213? 434 5. 2.7 95.0
1 0542 115 0. 0.4 94.2 1 1342 275 39. 4.1 95.5 1 21 435 5. 2.3 95:0
1 0545 116 0. 0.4 94.2 1 1345 27 E1 37. 4.1 95.5 ' 1 2145 136 5. 2.3 95.0
1 0548 117 0. 0.4 94.2 1 1148 231 36. 4.0 95.5 1 214E 437 5. 2.3 95.0
1 0551 I1B 0. 0.4 94.2 1 1351 271l 35. 4.0 95.5 1 2151 438 S. 2.3 95.0
1 0554 119 0. 0.5 94.2 1 1351 219 34. 4.0 95.5 1 215; 431 5. 2.7 95.0
1 0557 120 0. 0.5 94.2 1 1353 280 33. 3.9 95.4 1 215 440 S. 2.1 95.0
1 0600 121 0. 0.5 94.2 1 1400 261 32. 3., 95.4 • 1 22E5 441 5. 2.7 95.0
1 0603 122 0. 0.5 94.2 1 1403 282 31. 3.9 95.4 1 2263 442 5. 2.7 95.0
1 0606 123 0. 0.5 94.2 1 1106 203 30. 3.8 95.4 1 220. 443 5. 2.3 95.0
1 0609 124 0. 0.5 94.2 1 1409 281 30. 3.8 95_4 1 22[9 444 5. 2.7 15.0
1 0412 125 0. 0.5 94.2 1 1412 285 29. 3.8 95.4 1 2 2:: 445 5. 2.7 95.0
1 0615 126 0. 0.6 14.2 1 1415 286 28. 3.7 95.4 1 22:2 446 5. 2.7 95.0
1 0619 129 0. 0.6 91.2 1416 281 27. 1.3 95.4 1 221E 441 5. 2.7 95.0
1 0621 128 0. 0.6 94.2 1 1421 268 21, 3.7 95.4 1 22:: 148 5. 2.7 95.0
1 1621 129 0. 0.6 94.2 i 1424 269 2 3 95.1 1 22:; 449 5. 2.1 95.0

100 Year - Improved Conditions 17
I 0623 130 0. 0.6 99.2 ' 1 1422 290 26. 3.6 950 ' I 2111 450 5. 2J 95.0
1 0630 131 0. 0.6 94.3 . 1 1430 291 25. 3.6 95.3 ' I 2230 451 5. 2.7 95.0
t 0633 132 0. 0.6 94.3 • 1 1433 292 24. 3.6 95.3 ' 1 2233 452 5. 2J 95.0
t 0636 133 0. O.l 943 . 1 1436 293 24. 3.5 95.3 • 1 2236 453 5. 2.7 95.0
1 0639 134 0. 0.7 94.3 ' 1 1439 294 23. ].5 95.3 1 2239 454 4. 2.7 95.0
1 0642 135 0. 0.7 94.3 . 1 1442 295 23. 3.5 95.3 • 1 2242 455 4. 2.7 95.0
1 0645 136 0. 0.7 94.3 • 1 1445 296 23. 3.5 95.3 • 1 2245 456 4. 2.7 95.0
1 0648 137 0. 0.7 94.3 • 1 1448 297 22. 3.5 95.3 • 1 2248 457 4. 2.7 95.0
1 0651 138 0. 0.7 94.3 . 1 1451 298 22. 3.4 95.3 • 1 2251 450 4. 2.7 95.0
1 0654 139 0. 0.8 94.3 • 1 1454 299 21. 3.4 95.3 • 1 2254 459 4. 2.7 95.0
1 0657 140 0. 0.8 94.3 • 1 1457 300 21. 3.4 95.3 • 1 2257 460 4. 2.7 95.0
1 0700 141 0. O.B 94.3 • 1 1500 301 21. 3.4 95.3 • 1 2300 461 4. 2.7 95.0
1 0703 142 0. 0.8 94.3 • 1 1503 302 20. 3.4 95.3 • 1 2303 462 4. 2.7 95.0
I 0706 143 0. 0.8 94.3 • 1 1506 303 20. 3.4 95.3 • 1 2306 463 4. 2.7 95.0
1 0709 144 0. 0.9 94.3 • 1 1509 304 20. 3.4 95.3 ` 1 2309 464 4. 2.7 95.0
1 0412 145 0. 0.9 94.3 . 1 1512 305 19. 3.3 95.2 ` 1 2312 465 4. 2.7 95.0
l 0715 146 0. 0.9 94.4 • 1 1515 306 19. 3.3 95.2 1 2315 466 4. 2.7 95.0
1 0118 147 0. 0.9 94.4 • 1 ISIS 307 19. 3.3 95.2 ' 1 2318 467 4. 2.7 95.0
1 0721 148 0. 0.9 94.4 ' 1 1521 308 38. 3.3 95.2 ` l 2321 460 4. 2.7 95.0
1 0724 149 0. 1.0 94.4 • 1 1524 309 18. 3.3 95.2 • 1 2324 469 4. 2.7 95.0
1 0727 150 0. 1.0 94.4 • 1 1527 310 18. 3.3 95.2 • 1 2327 470 4. 2.7 95.0
1 E130 151 0. 1.0 94.4 • 1 1530 311 11. 3.3 95.2 • 1 2330 471 4. 2.7 95.0
1 0733 152 0. 1.0 94.4 . 1 1533 312 11. 3.3 95.2 . 1 2333 472 4. 2.7 95.0
1 0736 153 1. I.1 94.4 . 1 1536 313 1l. 3.2 95.2 • 1 2336 473 4. 2.7 95.0
1 0739 154 1. 1.1 94.4 • 1 1539 314 17. 3.2 95.2 ' 1 2339 494 4. 2.7 95.0
1 0142 155 1. 1.1 94.4 • 1 1542 315 16. 3.2 95.2 1 2342 475 4. 2.7 95.0
1 0145 156 1. 1.1 94.4 . 1 1545 316 16. 3.2 95.2 1 2345 476 4. 2.7 95.0
1 0748 157 1. 1.1 94.5 • 1 1548 317 16. 3.2 95.2 1 2348 411 4. 2.7 95.0
1 0951 158 1. 1.2 94.5 • 1 1551 318 16. 3.2 95.2 • 1 2351 479 4. 2.7 95.0
1 0754 159 1. 1.2 94.5 • 1 1554 319 15. 3.2 95.2 1 2354 479 4. 2.7 95.0
1 0757 160 1. 1.2 94.5 1 1557 320 15. 3.2 95.2 • 1 2357 400 4. 2.7 95.0
......e............... ............................. u.u.w u....u...u....«.....u.......................................
FEAR FI TIME MAXIMUM AVERAGE FUYA
6-HR 24-HR 72-HR 23.95-HR
(CFS) (HR)
(CFS)
175. 12.45 46. 14. 14. 14.
(INCHES) 6.646 8.029 8.029 8.029
(AC-FT) 23. 27. 21. 27.
PEAK STORAGE TIME MAXIMUM AVERAGE STORAGE
6-HR 24-HR 12-HR 23.95-HR
(AC-FT) (HR)
1. 12.45 4. 2. 2. 2.
PEAK STAGE TIME MAXIMUM AVERAGE STAGE
6-HR 24-HR 12-HR 23.95-HR
(FEET) (MR)
96.47 12.45 95.50 94.83 94.03 94.83
CUMULATIVE AREA • 0.06 SO MI

100 Year - Improved Conditions 18
RUNOFF SUMMARY
FLEW IN CUBIC FEET PER SECOND
TI HE IN HOURS, AREA IN SQUARE MILES
PEAK TIME OF AVERAGE ILOM FOR M IMIN PERIOD BASIN MAXIMUM TIME OF
OPERATION STATION FWN PEAK AREA STAGE MAX STAGE
6-HOUR 24-HOUR 72-HOUR
HYDROGRAPH AT
804 100. 12.35 21. 8. B. 0.03
HYDROGRAPH AT
200 141. 12.15 23. 3. T. 4.03
2 COMBINED AT
j Munt 225. 12.20 46. 15. is. 0.06
ROWED TO
POND 175. 12.45 46. li. 14. 0.06
96.47 12.45
•" NORMAL END OF 9EC-1 "'

D„� r� � Engineering
1 71 ?r D
Architecture SEP u 3 1998
FLD Environmental&Laboratory Services BY.
P.O.Box 61599 Charleston,SC 29419• 3229 West Montague Avenue Charleston,SC 29418• (843)554 M2(office) [phone](fax)
MEMORANDUM
TO: File
COPY: Linda Lewis, NCDENR
Rudy Powell, Davis & Floyd, Inc.
Herb Gilliam, Davis & Floyd, Inc.
Jenny Rowell, Davis & Floyd, Inc.
FROM: Michael V. Horton
Davis & Floyd, Inc.
SUBJECT: Permitting Requirements /Telecon W/ Linda Lewi , NCDENR
FC-200 Site Improvements & Changes to Permit WS 920215
DATE: September 1, 1998
JOB NO.: 10860.02 Task 0001
1 On Tuesday, September 1, 1998, the writer spoke with Ms. Linda Lewis, NCDENR Division
of Water Quality, to discuss permitting requirements and topics covered in her August 13,
1998 letter. D&F questioned the limits in which its design calculations and improvements
need to extend for regulatory compliance. Linda stated that because it is our intent to utilize
the existing pond that serves the P-804 Field Maintenance Complex (SW8 92021-5), Camp
Lejeune is obligated to correct deficiencies in the existing drainage system in addition to
modifying it to accept runoff from the FC-200 site. These deficiencies are described in the
August 13, 1998 letter. Seven (7) specific items that need to be addressed and /or included
in D&F's design calculations and permit application(s) are also covered in this letter. Linda
will send (via. fax) tables relating SA/DA ratios with TSS and pond depths for use in D&F's
calculations.

SEP-01-1998 14:28 Davis & Floyd Inc. e03 554 8602 P.01/02
Davis & Floyd, Inc.
PO Box 61599
3229 West Montague Avenue
Charleston, SC 29419-1599
[phone]
[phone]
- FAX TRANSMISSION COVER SHEET -
Date: 911196
To: Linda Lewis
NCDENR Division of Water Quality
Fax: [phone]
From: Michael V. Horton
Re: Permitting Requirements
FC-200 Site /mp Changes
to Permit 8 920215' '
Job No: 10860.0210001
YOU SHOULD RECEIVE 2 PAGES INCLUDING THIS COVER SHEET.
IF YOU DO NOT RECEIVE ALl T.HE PAGES, PL8ASE CALL (803J554 8602.
/mp
This message is intended only for the use of the individual or entity,to which It Is addressed and_
may contain information that is privileged, confidential, and exempt from disclosure under s .
applicable law. If the reader of this message is not the intended recipient,you'are heteb n'otifled
that any dissemination, distribution, or copying of This communl 1-16`h is strictly prohibited. If you
have received this communication in error, please notlfy us by telephone

SEP-01-1998 14:28 Davis & Floyd Inc. 003 554 9602 P.02/02
D IS �'
lleclim
FLbYD Earironmental&laboratory Services
P.O.Box 615W Charleston,SC 29419•3229 West Montague Avenue Charleston,SC 29418•[phone](ofte) [phone](fax)
MEMORANDUM
TO: File
COPY: Linda Lewis, NCDENR
Rudy Powell, Davis & Floyd, Inc.
Herb Gilliam, Davis & Floyd, Inc.
Jenny Rowell, Davis & Floyd, Inc.
FROM: Michael V. Horton
Davis & Floyd, Inc.
SUBJECT: Permitting Requirements/Telecon W/ Linda Lewis, NCD�NR
FC-200 Site Improvements & Changes to Permit SW8 920215
DATE: September 1, 1998
JOB NO.: 10860.02 Task 0001
On Tuesday, September 1, 1998, the writer spoke with Ms. Linda Lewis, NCDENR Division
of Water Quality, to discuss permitting requirements and topics covered in August 13,
1998 letter. D&F questioned the limits in which its design. calculatlons and,Improvements
need to extend for regulatory compliance. Linda stated that Iiecause:It is our Intent to utilize
the existing pond that serves the P-804 Field Maintenance Complex„(SW8 9202T Camp
Lejeune is obligated to correct deficiencies, in the existingFdrainage'systeIr j
m n at ddiion to
modifying it to accept runoff from the FC-200 site. These deficiencies are described In the
August 13, 1998 letter. Seven p) specific items,that,.need to b 'a'ddressed and L or Included
in D&F's design calculations and permit appllcation(s) are also covered In this`,letter, (inda
will send (via. fax) tables relating SA/DA ratios with TSS and pond depths for use In D&F's
calculations. ... ,r
, ,TOTAL P.02

State of North Carolina
Department of Environment IT
WA
and Natural Resources AAK10
Wilmington Regional Office ®�®
James B. Hunt, Jr., Governor C®ER
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
Division of Water Quality ENVIRONMENT AND NATURAL RESOURCES
August 13, 1998
Mr. Michael Horton
Davis & Floyd
PO Box 61599
Charleston, SC 29419
Subject: Modification to
P-804 Field Maintenance Complex
Stormwater Project No. SW8 920215
Onslow County
Dear Mr. Horton:
After a review of the available information for this project, several interesting things have appeared.
There are no engineer's calculations to be found for this project. The spreadsheet that was run by the staff
person who had this job before me is inadequate at best, and defmately incorrect. The drainage area for this
project appears to be woefully undercalculated, based on the existing offsite development that does not appear
to have been rerouted around the pond. Also, the method of collection from the new parking area appears
to direct runoff into a ditch and not into the pond.
Given these concerns, any modifications made to the pond must correct these deficiencies. Initially,
the project was approved with a vegetated filter. Apparently, the vegetated filter was deleted at some point,
so the surface area had to be increased. For this modification, the spreadsheet used the total site area to base
the percent impervious and required SA/DA ratio on, but then turned around and used the lower drainage
area to determine the required surface area. We do not allow this interchange of areas now. The percent
impervious, SA/DA ratio and required surface area are based solely on the drainage area to the pond. The
drainage area also must include any future areas, offsite areas, or existing areas that drain to the pond that
cannot be routed around the pond. The spreadsheet also used a pond depth of 3', but the plans clearly
indicate a depth of 6.5'.
The file does not contain any indication of the drainage area to the pond. There are only colored
sheets with the new impervious areas noted You may need to get with Base personnel to get this
information.. The following items will need to be addressed in the modification:
1. The entire drainage area must be clearly delineated.
2. The pond depth must be established.
3. The existing and offsite impervious area must be clearly marked and dimensioned.
127 Cardinal Dr.Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10°/ post-consumer paper

Mr. Horton
August 13, 1998
Stormwater Applicatiion No. SW8 920215
-----------------------------------------------------
4. The new additions to the project must be clearly marked and dimensioned.
5. The permit application must account for all impervious areas to the pond, not just the new.
This is a modification, so all previously permitted impervious areas must be shown on the
application.
6. The method of collection and how the runoff gets to the pond must be clearly shown with all
pertinent pipe sizes, inverts, catch basins, etc.
7. Complete, sealed engineering calculations indicating the drainage area, percent impervious,
pond depth, SA/DA ratio. required and provided surface areas and volumes, and orifice sizing
and drawdown.
If you have any further questions, please do not hesitate to call me at [phone].
Sincerely,
4u�
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\LETTERS\920215.AUG
cc: Linda Lewis

DEPARTMENT OF THE NAVY
OFFICER IN CHARGE OF CONSTRUCTION
RESIDENT OFFICER IN CHARGE OF CONSTRUCTION
. ` NAVAL FACILITIES ENGINEERING COMMAND CONTRACTS
CAMP LEJEUNE, NORTH CAROLINA 28542-5000
N6`''4' 6R99' q-8110
JAX/ml
4 JAN 93
Mr. Dave Adkins RECEIVEp
Regional Supervisor
Division of Environmental Management JAN 6 1993
State of North Carolina
Department of Environment, Health and Natural Resources 'Wilmington Regional office
127 cardinal Drive Extension DEM
Wilmington, N. C. 28405-3845
Re: Project No. 920215, Stormwater,
Contract N62470-88-C-8110, Field Maintenance Complex, III,
Marine Corps Base, Camp Lejeune, North Carolina
(Onslow County)
Dear Mr. Adkins:
Pursuant to your approval letter dated April 23, 1992, please find enclosed the
executed construction completion certification for the referenced permit.
Sincerely,
A. MEHULA
CDR, CEC, USN
Resident Officer
In Charge of Construction
Encl:
(1) Construction Certification +1j tl;! �� HATE
Project No. 9202151
io
!AN 1 1 1993
UE (v1
03 C z15

Camp Lejeune
FC200 Pond Expansion
t87' 1 " = 50 '
172'
I 10 �
I R 10' ,
I I I
b m
Permonent Pool
' 107,119 SF
EL94.15 WA
Temporar�yy Pool i R 39'
I 127,908 SF I
EL 95.28 R 27'
For eboy
r 32,759 SF \
EL 94.15
112'
124' -^
R41'
R 30' I n� _ti�ti _ ��n._S C r n
Existing Permanent Pool
57r892 SF
II EL 94.8 (w/ outfoll blockoge)
1
I '
I � '
I � "
I
I '
A_A_A-A-A-ti
IA A_A-ti ,
A-A n I
I
I
I I
I '
I � '
150'

Camp Lejeune
FC200 Pond Expansion
1 " = 50 '
I 1 �
I � �
rn _
I ' �
II er onent Po 1
107,119 S
i EL94.1
e oro 27,ryy 908 o I R 39'
- EL 95. R 27'
Foreboy
32,759
EL 94.15
R 41'
R 30,
Existing Permanent Po ILA
57892
EL 94.8 (w/ outfoftiocko
A- `
' i
I
wl
i
� I
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150,
__J

FIGURE #1
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s wn
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IMPERVIOUS AREAS: OTHER AREAS. ///]TT\ GRAPHIC SCALE
")w11S ` ';9 r,i DRAINAGE BASIN ® BUILDINGS 5.76 Ac � GREENSPACE 1.70 Ac / I \ 50 o 25 50 too zoo
FL D --- .... . . ... PARKING 10.85 Ac
STREETS 0.33 Ac
n uelna
i mae - soo m
® POND 1.50 Ac North

Camp Lej.eune
-------- FC200 Pond Expansion
1 " = 50 '
__
T \`
/ \VN
_ -- - - -- _I er anent Po�I
1 ,119 S1=
1 _ 107
I EL i 94.1F
- e Roror Pal
1 yy R 39'
_ 127,908 S
_ -- EL 95. ' i I R 27'
-- Forebo
----- ------------------------ 32,759
1
EL 94.15
A A A n n
Existing Permanent Popl i I A� � '�
57,892 `, �
EL 94.8_ (w/ outfall blocka ,� '
I _A ,_ 1
_A, 1.
I ' 1
il-&IA�
i
1
1
I
I
Iu MWATER MAY 1 21999
p
PROJ 4 SC.U=1S moo
1
1 ,
r
150'

Camp Lejeune
FC200 Pond Expansion
18T
1 " = 50 '
I y1
1 I—
I •I
R 10' ,
I I I I
Oto -' -- ----- —` ' - - -
Permanent Pool
I 107,119 SF
I EL94.15 � wA
iTemporary Pool R 39'
I 127,908 SF I
' EL 95.28 I R 27'
1 1 '
I e_lo' Forebay
1 32,759 SF
--—--—-- EL 94.15
--- - - 112' - - - - -�� ,
124' wv
R 41'
R 30'
^ n n n A
Existing Permanent Pool
57,892 SF '
EL 94.8 (w/ out fall blockage)
ZD
rn
STORMWATER
I s www`�. •
I
1
1
1
I
�1
1 I
I
nECEIVE
onus
MAY 1 21999
DWZ or)
1
150'

i
Z
COMBAT VEHICLE 9�s
MAINTENANCE SHO
P-240 EXISTING �o Ail
90 p�� I r26A o
INCREMENT II
P-803 EXISTING EXISTING
P.01 PARKING •
NEW P.O.V. PARKING
FIELD MAINTENANCE FAA
COMPLEX INCREMENT III FUTURE
P-804 ` (uj (P-805)
P-257 EXISTING ❑ N
i
FIELD M FNANCE COMPLEX =
INCREMENT I
XISTING TANK TRAIL
NEW CONCRETE TANK TRAIL — 3
COMBAT VEHICLE MAINTENANCE SHOP
P-517 EXISTING NEW i�vPr-,ev1ouS uti�e 9Zvzl5
This vet s "� riti,CG %GuTvRC
vn e cvva sly of UNDER 9207-/5
2pr,vved Pllq� bAt
LuyS nab
VING
MAIN SERVICE ROAD
i
ROADWAY WIDENING