SW8961234_HISTORICAL FILE_19970918

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 ') IZ3y
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
r
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�qq1 UPI l�
YYYYMMDD

State of North Carolina
Department of Environment,
Health and Natural Resources
Wilmington Regional Office
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
September 18, 1997
Mr. Joe Hearne, General Partner
Kure Beach Associates
637 Fort Fisher Boulevard, NPO Box 22
Kure Beach, NC 28449
Subject: Permit No. SW8 961234
Kure Dunes Phase IV
High Density Commercial Stormwater Project
New Hanover County
Dear Mr. Hearne:
The Wilmington Regional Office received the Stormwater Management Permit Application for Kure Dunes Phase IV on
December 27, 1996, with final information on September 17, 1997. 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 961234 dated September 18, 1997, for the construction of Kure Dunes
Phase IV.
This permit shall be effective from the date of issuance until September 18, 2007, 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 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
i (—
Rick Shiver, P.G.
Acting Regional Water Quality Supervisor
RSS/arl: S:\WQS\STORMWAT\PERMIT\961234.SEP
cc: Dan Dawson, P.E.
Bill Hannah, Kure Beach Building Inspections
Tony Roberts, New Hanover County Inspections
Linda Lewis
cW.ilm ington=Reg Tonal=Office
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No SW8 961234
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Kure Beach Associates
Kure Dunes Phase IV
New Hanover County
FOR THE
construction, operation and maintenance of a detention pond and an infiltration gallery 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 September 18, 2007 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater'described in the application and
other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on page 3 of this
permit, the Project Data Sheet. The stormwater detention pond has been designed to handle the runoff from
165,890 ftz, and the infiltration gallery has been designed for 18,367 ftz 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.
2

State Stormwater Management Systems
Permit No. SW8 961234
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Kure Dunes Phase IV
Permit Number:
961234
Location:
New Hanover County
Applicant:
Mr. Joe Hearne, General
Partner
Mailing Address:
Kure Beach Associates
637 Fort Fisher Boulevard,
NPO Box 22
Kure Beach, NC 28449
Application Date:
December 27, 1996
Water Body Receiving Stormwater Runoff:
Atlantic Ocean
Classification of Water Body:
"SB"
POND
INFILTRATION
Pond Depth:
4.5'
2.75' feet
Permanent Pool/Bottom Elevation:
17.75 FMSL
21,5 FMSL
Total Impervious Surfaces Allowed:
165,890 ft2
18,367 ft2
Offshe Area entering Pond:
N/A (This pond drains
into the Keys pond, SW8 940217)
Required Surface Area:
12,927 ft2
N/A
Provided Surface Area:
12,970 ft2
1,280 ft2 @21.5
Required Storage Volume:
13,876 ft3
1,530 ft3
Provided Storage Volume:
14,043 ft3
1,530 ft3
Temporary Storage Elevation:
18.75 FMSL
24.25 FMLS
Controlling Orifice:
2" pipe
overflow catch basin to Phase II pond
0c3

State Stormwater Management Systems
Permit No SWS KW4
The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -
upon area.
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.
In addition, the Director may determine that other revisions to the project should require a modification to the
permit.
8. 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.
IL SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the stormwater
management system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and operational for it's
intended use prior to the construction of any built -upon surface except roads.
During construction, erosion shall be kept to a minimum and any eroded areas of the system will be
repaired immediately.
C. All connections into the stormwater system from future areas/outparcels shall be made such that short-
circuiting of the system does not occur.
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.
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.
4. 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.

State Stormwater Management Systems
Permit No SW8 961234
5. 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.
6. 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.
7. 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.
III. GENERAL CONDITIONS
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, 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 DEHNR 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 18th day of September, 1997,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
t, C- LL '�' � t' \'/� t—
t� A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 961234

State Stormwater Management Systems
Permit No. SW8 961234
Kure Dunes Phase IV
Stormwater Permit No. SW8 961234
New Hanover County
Engineer's Certification
1, , as a duly registered Professional Engineer in the State of North
Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
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.
Noted deviations from approved plans and specification:
SEAL
Signature
Registration Number
Date

UNDERGROUND INFILTRATION TRENCH MAINTENANCE REQUIREMENTS
Project Name:
Phase IV, Kure Dunes
sc"J 9c'�z 34
Responsible Party: Joe Hearne, General Partner
(Please 7jape or print clearly)
Address: P.O. Box 22, Kure Beach, NC 28449 Phone No. 910-458-4046
1. The trenches will be constructed in accordance with the approved stormwater plans and
specifications, including traffic bearing piping, and compacted void ratio verification.
2. Inlet catch basins and piping will be inspected monthly or after every runoff producing
rainfall event, whichever comes first. The basins, grates, piping and bypass weirs will be
cleared of accumulated trash.
3. Swales and vegetated filters will be inspected monthly or after every runoff producing
rainfall event, whichever occurs first. Eroded areas will be repaired before the next storm
event.
4. The water level in the monitoring wells will be recorded once a month or after a 1" rainfall
event, whichever comes first. Chronic high water table elevations (within P of the bottom
of the system for a period of 3 months) must be reported to DWQ, 395-3900.
5. If the system is failing, as determined by DWQ, the system will be immediately repaired
or replaced to original design specifications. Repair may include the necessity of removing
existing pavement to reach the underlying trench. If the system cannot be repaired to
function, other stormwater control devices, as allowed by NCAC 2H.1000, must be
designed, approved and constructed.
6. Annual testing/cleaning of the system will be performed by an approved method.
By my signature below, I acknowledge that I am responsible for performing the maintenance as
outlined above.
'<'vQ-c %tA 0ia ass ar
Signature:
Revised 2/25/97 1 SEP 17 1997
Date: l�

UIvMUN OF WATER QUALITY
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT VACATION
I. GENERAL INFORMATION
(Pkare prktt ekarry or type)
I. Project Name Phase I
2. Location, directions to project (include County, Address, State Road) Attach map.
New Hanover 00unt , Kure Beach, NC
3.OwneesNams Kure Beach Associates Phone (91,0) 458-4046
4.Owner'BMailingAddress 637 Fort Fisher Blvc
City. Kure Beach
.0. Box 22
NC Zip28449
5.NearestReceivingStream_ Cane Fear River q�s Sc '
II. PERMIT INFORMATION
1.
2.
assuming 48.2%
29, 1997 1 resub. 9-IS-Q-7
S 385.00
3.PermitType: x
New
Renewal
Modification(mistingPermift)
4. Project Type:
Low Density
x Detention x
Infiltration_Redevelop--- General_Alter_Offsite
5. Other StatofFederal Permits/Approvals Required (cheer appropriate blanks)
CAMA Major SedimentationlErosion Control x 404 Permit
III. BUILT UPON AREA (Please see NCde 2H.I005 m,a .r007for applicable density kndts)
in Infiltration Breakdown of impervious Area
5 n n '1 — (Please Indicate below dm desi8n LnperW. area)
Pond Infiltratio
Classification SC SC Buildirip.78,372 st -1RT sT
ExistrngBuilt-upon Area 0 ac 0 $�40,086 sf 4,183 sf
Proposed Built -upon Area
Total Project Area
3.81ac 0.42 ac
7.90 0.85 ac
,600
19,832 sf
% Built -upon Area 48.2 % 49.9% Totals 165, 890 sf 18, 367 sf
IV. STORMWATER TREATMENT (Descao bow the runoff will be ereared)
The 7.9 acre drainage area will be treated by the use of a wet detention
be treated by infiltration.

�E c E' V ED
SEp 151997
D E M
PROJ#_'-

V. ' DEED RESTRICTIONS AND PROTECTIVE 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
for the type of project applied for.
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 covenant cannot be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI. OWNER'S CERTIFICATION
I, .Tna Haa me . General Partner certify that the information included on this permit
(Please print clearly or type)
application form is correct, that the project will be constructed in conformance with the approved plans, that
the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
I authorize the below named person or firm to submit stormwater plans on my behalf.
Authorized Agent Signature and
-7✓-9
Date
VII. AGENT AUTHORIZATION (Please fill in the name of die engineerkurveyor awhoriud to submit plans onthe owners behalf.)
Person or firm name Dawson Enqineeri
Mailing Address 3177 Wrightsville Avenue
CityWilmington StateNC Zip_ 28403 Phone9l 0-762-4200
Please submit application, fee, plans and calculations to the appropriate Regional Office.
cc: Applicant/WiRO//Central Files
e only
STOUWATE
D
E C E I V E D
MAY 0 6 1997
PRoJ

Engineering
Land Planning
Surveying
Date: _I—/ o��1 l /
To: L K GC A L+Pt✓ r
C
Project: kV I'r- /al K lSS' A / I/
❑ Enclosed Herewith
❑ Under Separate Cover
❑ For Your File
Items Sent:
Comments
DAWSON ENGINEERING,
SEP 117 11997
-;< )
❑ As Requested
❑ For Review and Comment
❑ For Approval
❑ Via
No. of Copies
nvr
P.O. Box 42
Wilmington, N.C. 28402
[phone]
Dated:

Engineering
Land Planning
Surveying
September 15, 1997
Ms. Linda Lewis
N.C. Department of Environment,
Health, and Natural Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Kure Dunes, Phase IV
New Hanover County
Project No. 9611
Dear Ms. Lewis:
DAWSON ENGINEERING
3177 Wrightsville Avenue
Wilmington, NC 29403
[phone]
STORMWATER
E C E I V E
SEP 151997 D
D E M
PROJ #
In response to your letter dated September 4, 1997, the following information is provided in response to your
questions and concerns.
1) The calculations have been revised to reflect 41 townhomes units draining to the pond instead of 38.
2) A note has been added to sheet C-1 stating that no construction of buildings and driveways maybe started
until siteplan modifications have been approved by NCDWQ.
3) The recreation area has been labeled on the plans.
4) The detail of the outlet structure has been modified, and a typical section of the pond with elevations have
been provided.
5) A breakdown of the impervious area of the trench has been provided and is shown on page 4 of the revised
calculations.
6) Elevations have been provided on the recharge trench detail.
7) A note has been placed on the sheet C-2 stating that all stormwater runoff in excess of the 10-yr, 24 hour
storm shall run along the curb into the drainage system in Phase II which will direct the stormwater to the wet
pond in Phase III.
8) A signed Operation and Maintenance plan for the infiltration area will be provided to you once it has been
signed. The applicant is out of town and will be back tomorrow on 9/16/97.
9) The permit application has been modified to reflect all the changes in impervious areas for the pond and
infiltration trench.

Two sets of the following plan sheets are being provided to you:
C-1 "Drainage Plan", dated 10/9/96, revised 9/15/97
C-2 "Kure Dunes Lane Plan/Profile", dated 4/28/97, revised 9/15/97
C-3 "Anchor Way Plan/Profile", dated 4/28/97
C-4 "Sandman Drive Plan/Profile", dated 4/28/97
C-5 "Miscellaneous Details", dated 4/28/97, revised 9/15/97
C-6 "Construction Option", dated 4/28/97
C-7 "Overall Layout of Kure Dunes", dated 4/28/97
If you need additional information please call.
Very truly yours,
DAWSON ENGINEERING
N,�
Mark N. Hargrove, P.E.
cc: Joe Hearne w/ enclosures

STORMWATER CALCULATIONS FOR
KURE DUNES PHASE IV
KURE BEACH, NC
STORMNATER
E C E I V E D
SEP 1 51997
PREPARED BY D E
PROJ k l(Z34t
DAWSON ENGINEERING
3177 WRIGHTSVILLE AVENUE
WILMINGTON, N.C. 28403
[phone]
APRIL 28, 1997
Revised 9/15/97 = 10357, f
4
•.,yt�"E pfytiJ�,d

' . DAWSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land Planning Wilmington, NC 28403
Surveying [phone]
TOTAL AREA DRAINING TO POND:
=344,133 SF
= 7.90 ACRES (SEE SHEET C-1, DRAINAGE PLAN)
TOTAL PROPOSED IMPERVIOUS SURFACE
AREA DRAINING TO POND:
ROADS = 40,086 SF
41 TOWNHOUSE UNITS = 72,324 SF
1 QUADRAPLEX UNIT = 6,048 SF
46 DRIVEWAYS = 27,600 SF
RECREATION AREA = 7,741 SF
2-2/3 LOTS 0, 4,534 SF/LOT FROM PHASE III = 12,091 SF
= 165,890 SF = 3.81 ACRES (SEE C-1)
REQUIRED STORAGE FOR 1-INCH OF RUNOFF FOR POND: (use Schueler Method)
= 0.05 + 0.009 (I)
= 0.05 + 0.009(48.2) = 0.484
= (1")(0.484)(1/12)(7.90)(43,560)
=13,880 CF (14,210 CF PROVIDED - SEE NEXT PAGE)
REQUIRED STORAGE FOR FOREBAY: 20% OF FIRST 1-INCH RUNOFF
= (0.2)(13,880)
= 2,776 CF (3,101 CF PROVIDED - SEE NEXT PAGE)
PERCENT IMPERVIOUS DRAINAGE AREA FOR POND:
= 165,890 SF / 344,133 SF
= 48.2 %
POND DEPTH SA/DA % POND SURFACE AREA (MIN.)
(FT) (SF)
4.5 3.76 12,939
IF POND DEPTH = 4.5 FT, MINIMUM SURFACE AREA = 12,939 SF
USED 90% TSS CHART TO SIZE POND
AREA @ ELEVATION 17.75 = 12,970 SF > 12,939 SF (SEE SHEET C-1)
REVISED 9115/97
PROJECT: KURE DUNES, PHASE IV SUBJECT: POND CALCULATIONS JOB NO.: 9611
PREPARED BY: DATE: CHECKED BY: DATE: 9 ri 1 J PAGE NOOF

DAWSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land Planning Wilmington, NC 28403
Surveying [phone]
STAGE - AREA - STORAGE FOR 14NCH RUNOFF (SEE SHEET C-1)
ELEV.
AREA
STORAGE
TOT. STORAGE
(F7)
(SF)
(CF)
(CF)
NORMAL
17.75
12970
0
POOL
3351
18.00
13840
3351
10859
I"RUNOFF
18.76
15116
14210
STAGE -AREA -STORAGE
FOR FOREBAY
(SEE SHEET
C4)
ELEV.
AREA
STORAGE
TOT.STORAGE
(F7)
(SF)
(CF)
(CF)
FOREBAY INV
16.00
614
0
345
15.50
764
345
423
16.00
929
768
510
16.50
1109
1278
603
17.00
1302
1881
758
17.50
1731
2639
462 ,
BERM ELEV
17.75
1966
3101
REVISED 9/15/97
PROJECT: KURE DUNES, PHASE IV SUBJECT: POND CALCULATION JOB NO.: 9611
PREPARED BY: DATE: CHECKED BY: -tl& DATE: 9 If 0 PAGE NO L OF ` -

DAWSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land Planning Wilmington, NC 28403
Surveying (910) 7624200
POND RELEASE TIME FOR
CONTROL PIPE:
ELEV.
EFF. STORAGE
VOL. RELEASED
OUTFLOW RATE
RELEASE TIME
(F7)
(CF)
(CF)
(CFS)
(HOURS)
18.75
15,116
4,418
0.105
11.7
18.50
10,698
3,673
0.091
11.2
18.25
7,025
3,674
0.074
13.7
18.00
3,351
3,351
0.053
17.7
17.75
-
TOTAL HOURS
54.4
DAYS
2.3
CONTROL PIPE :
2-
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
O = Cd•A' 2 h A1/2
REVISED 9/15/97
PROJECT: KURE DUNES, PHASE IV SUBJECT: POND CALCULATIONS JOB NO.: 9611
PREPARED BY: DATE: CHECKED BY: Z� DATE: q li R7 PAGE NO 3 OF4

400
1 ' ' � DAWSON ENGINEERING
Engineering
Land Planning
Surveying
RECHARGE TRENCH
STA ± 8+10, KURE DUNES LANE
DRAINAGE AREA = 36,833 SF = 0.846 AC
3177 Wrightsville Avenue
Wilmington, NC 28403
[phone]
TOTAL PROPOSED IMPERVIOUS SURFACE AREA DRAINING TO INFILTRATION TRENCH
ROADS = 4,183 SF
6 TOWNHOUSE UNITS = 10,584 SF
6 DRIVEWAYS = 3,600 SF
= 18,367 SF
% IMP = (18,367/36,833) = 49.9%
REQUIRED STORAGE FOR 1-INCH OF RUNOFF FOR DRAINAGE AREA: (use Schueler Method)
= 0.05 + 0.009 (I)
= 0.05 + 0.009(49.9) = 0.499
= (1")(0.499)(1/12)(.846)(43,560)
=1,532CF
USE 2.75'x 10.0' RECHARGE TRENCH W/ 2 - 12" PERFORATED PIPES
STORAGE VOLUME PER FOOT = PI(DA2)/4 = (PI)(l)/4 = 0.79 SF x 2 = 1.58 CF/LF
STONE VOLUME = (2.75 x 10.0)- 1.58 = 25.92 CF/LF
STORAGE = (25.92 SF x 0.4(VOIDS)) + 1.58 SF = 11.95 CF/FI'
L = STORAGE/(I 1.95 CF/FT)
L = 1,532 CF/11.95 CF/FT = 128 LF NEEDED —( SEE PLANS SHEET C-2)
NOTE: 128 LF OF TWIN 12" PERFORATED PIPES IN A 10' WIDE TRENCH IS PROVIDED
CHECK INFILTRATION RATE:
INFILTRATE WITHIN 5 DAYS
1,532/(5 DAYS)(24 HRS) = 12.77 CF/HR OR 95.5 GAL/HR
FROM SOILS REPORT, MINIMUM INFILTRATION RATE WAS 5.5 GAL/HR. USE FACTOR OF
SAFETY OF 2 = 2.75 GAL/HR/SF AS SYSTEM RATE
AVAILABLE RATE = 10' x 125' x 2.75 GAIAWSF = 3,438 GAL/HR
THEREFORE, SYSTEM RATE EXCEEDS REQUIRED EXFILTRATION
REVISED 9/15/97
PROJECT: KURE DUNES, PHASE IV SUBJECT: POND CALCULATIO S JOB NO.: i961PREPARED BY: DATE: CHECKED BY: tJ2�_ DATE: 9 4_7 PAGE NO4—O

From:
"Steve Tedder" <[e-mail]>
Organization:
DWQ Water Quality
To:
[e-mail]
Date sent:
Mon, 8 Sep 1997 10:36:24 EST
Subject:
REP. DANNY MCCOMAS CURIE DUNES PROJECT
Send reply to:
steve®dem.ehnr.state.nc.us
Copies to:
[e-mail], [e-mail]
Priority:
urgent
I WAS CONTACTED BY REP. MCCOMAS THIS MORNING INVOLVING A PROJECT OF ONE
OF HIS CONSTITUENTS. THE SHORT VERSION FROM DANNY WAS THAT WE HAVE HAD
A PROJECT IN HOUSE SINCE DECEMBER. LAST WEEK HE SPOKE TO YOU AND
APPEARED ALL OK FINALLY AND THAT THE PERMIT WOULD BE ISSUED FRIDAY.
THEN THE CONSTITUTIENT ON SATURDAY RECEIVED ANOTHER LETTER FROM LINDA
LEWIS ASKING FOR MORE INFORMATION.
I'M SURE THERE IS ANOTHER SIDE TO THE STORY. SO I NEED SOMEONE TO TELL
ME OUR VERSION BEFORE I CALL DANNY BACK TODAY. THANKS

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Wayne McDevitt
Governor Water Quality Section Secretary
September 4, 1997
Mr. Dan Dawson, P.E.
Dawson Engineering
3177 Wrightsville Avenue
Wilmington, NC 28403
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 961234
Kure Dunes Phase IV
New Hanover County
Dear Mr. Dawson:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Kure Dunes Phase IV on August 15, 1997. A preliminary review of
that information has determined that the application is not complete. The following information is needed
to continue the storruwater review:
1. The drainage areas delineation you provided indicates that there are 41 buildings which will
drain to the pond, not 38.
2. Not all of the driveways are 32' long. This appears to be the minimum, with 40' being the
maximum. Since the building location is ]mown, please calculate the total driveway coverage
based on the actual driveway length. The quad building is considerably further than 32' from
the road. Again, calculate the actual driveway coverage, and draw and dimension the quad
drives on the plans.
3. Please label the recreation area.
4. The detail for the outlet structure does not include the required 6:1 shelf. Please add this to
the detail, including the width and begin and end elevations. According to the BMP manual,
the shelf should be located just below permanent pool, and be about 10' wide.
5. Breakdown the impervious area to the recharge trench, ie., buildings, street, etc.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3945 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Dawson
September 4, 1997
Stormwater Project No. SW8 961234
6. Please indicate the maximum cover over the recharge trench detail, or note the deepest bottom
elevation allowed and still keep the 2' separation from the SHWT.
7. How are you proposing to bypass the excess runoff? I see no bypass structure on the plans.
If bypassing cannot be done, you must redesign the system for the 25 year, 24 hour storm of
8".
8. Provide a signed Operation and Maintenance plan for the infiltration area.
9. Add the pertinent information for the infiltration trench to the second column of the permit
application, and in the breakdown section.
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 October 4, 1997, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
,� cla-,"
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\961234.SEP
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opporrunity ATm alive Action Employer

From: <[e-mail]>
Organization: DWQ Water Quality
To: Linda Lewis <[e-mail]>
Date sent: Fri, 29 Aug 1997 9:38:35 EST
Subject: Forwarded: Kure Dunes Phase IV Stormwater Revi
Priority: normal
Linda,
I have looked through the numbers Dan sent up on Kure Dunes. I agree with you that it seems
appropriate to proceed with the permit. I also agree that we should continue to monitor the pond
system and make sure things are working appropriately. If the monitoring wells you have will give us
the info we need then I think we should but one in at the Key Pond. Please add any conditions in the
permit that you and Rick feel are appropriate. Please let me know when the permit is issued. (I have
to call Rep. McComas and let him know.) Thanks for your help. Sorry this took so long.
I know I have a couple of other emails from you that I need to address. I'll try and get responses to
you on Tuesday if that is okay. If you have one you really need to discuss, let me know before 12
since I am supposed to be off today I think I will at least try and take half a day. BB
Date: Wed, 20 Aug 1997 23:04:06 -0400
From: daweng <[e-mail]>
To: Linda Lewis <[e-mail]>
Cc: Bradley Bennett <[e-mail]. nc.us>
Subject: Kure Dunes Phase IV Stormwater Review
Dear Linda,
It is my understanding that our office submitted in July the additional
information that DWQ requested. We have tried repeatedly to contact you
by telephone but have not been successful. As you know we submitted
this project for approval in December of 1996. Please lets know of the
project review status.
Dan
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Bradley Bennett • Phone: [phone] x525
NC Division of Water Quality
Water Quality Section - Technical Support Branch
PO Box 29535 Email:
Raleigh, NC 27626-0535
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DAWSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land Planning Wilmington, NC 28403
Surveying [phone]
July 21, 1997
Ms. Linda Lewis
N.C. Department of Environment, jug 211997
Health, and Natural Resources
Water Quality Section BY:
127 Cardinal Drive Extension 4L
Wilmington, NC 28405
Re: Request for Additional Information - Analysis of l-inch Storm on Keys Pond
Kure Dunes, Phase IV, Stormwater Project No. SW8 961234
New Hanover County, Dawson Engineering Project No. 9611
Dear Ms. Lewis:
In response to your letter dated July 3, 1997, we have prepared the following calculations and analyses of the I -
inch storm on the Keys pond and the impact of the proposed Kure Dunes Phase IV pond discharging into the Keys
pond.
The DWQ regulations require the treatment of the first 1-inch of runoff from impervious areas. The volume of I -
inch runoff required for the Kure Dunes Phase IV project is 12,790 cubic feet and the volume of 1-inch runoff
required for the Keys and Kure Beach Village projects is 48,153 cubic feet. These volumes were determined
using the Schueler Method.
The first attachment is a copy of the "KURE BEACH VILLAGE - PHASE III Stormwater Detention Pond
Calculations" prepared by Mr. Joseph S. Hill, P.E. Mr. Hill uses a non -routing analysis to estimate that it will
take 3.9 days for the pond at the Keys to release the required 1-inch of runoff volume (56,974 cubic feet) stored in
the pond from Kure Beach Village and the Keys (see pages 1 and 5 of Mr. Hill's calculations). Based on field
topography survey of the constructed pond and using the Schueler Method, our non -routing analysis estimates it
will take 3.7 days to release the required 1-inch runoff volume (see attached "KEYS POND CALCULATIONS').
The effective storages were calculated from actual field survey data of the Keys pond.
We are proposing to discharge the outflow of the proposed Kure Dunes Phase IV pond into the existing pond
serving Kure Beach Village and the Keys. To accurately model this situation, we have prepared manual
hydrographs of storms producing one -inch of runoff for Kure Dunes Phase IV, and Kure Beach Village and the
Keys. The manual hydrographs produced are based on a quick 15 minute storm which is typical for our area.
The Kure Dunes Phase IV 15-minute storm was developed to produced 12,790 cubic feet of runoff. The peak
discharge was determined by dividing the volume (12,790 cubic feet) by 10 minutes to obtain 21.32 cfs. A
manual hydrograph was produced to have a peak discharge of 21.32 cfs at 5 and 10 minutes and 0 cfs at 0 and 15
minutes.
The same procedure was utilized for the Keys and Kure Beach Village projects. Based on Mr. Hill's calculations,
the impervious area for the Keys and Kure Beach Village projects total 13.32 acres of the total drainage area of
25.51 acre, or 52.2 % impervious. Based on the Schueler Method, the volume of runoff required to be stored and
released over a 2-5 day period is 48,153 cf.

REQUIRED STORAGE FOR I -INCH OF RUNOFF FOR THE KEYS POND: (use Schueler Method)
= 0.05 + 0.009 (I)
= 0.05 + 0.009(52.2) = 0.52
_ (1 ")(0.52)(1/12)(25.51)(43,560)
= 48,153 CF
A peak discharge rate for a 15 minute storm was determined by dividing the volume (48,153 cubic feet) by 10 1
minutes to obtain 80.26 cfs. A manual hydrograph was produced to have a peak discharge of 80.26 cfs at 5 and
10 minutes and 0 cfs at 0 and 15 minutes.
In routing the storms, some assumptions were used:
1) The size of the orifice used was 3.25 inches (from Mr. Hill's calculations dated 8/14/97)
2) The crest elevation of the 36-inch riser is 16.9 (from survey data)
3) The orifice invert is elevation 14.40 (from survey data)
Please see the schematic diagram of the hydrographs. Numbers 1 through 7 refer to hydrographs previously
provided while hydrographs 8-12 and 13 & 14 are for the new calculations.
The first set of hydrograph calculations (STORMWATER CALCULATIONS FOR ROUTING 1-INCH
RUNOFF FROM THE KEYS & KURE BEACH VILLAGE ONLY) refer to runoff from the 1-inch storm for
Kure Beach Village and the Keys. In referring to the hydrographs, hydrograph No. 13 is the 1-inch storm
hydrograph from Kure Beach Village and the Keys. Hydrograph No. 14 is the routed outflow hydrograph of the
Key's pond which indicates a maximum total storage volume in the pond of 48,039 cubic feet with a peak outflow
rate of 0.22 cfs and a peak stage elevation of 15.19 feet.
The second set of hydrograph calculations (STORMWATER CALCULATIONS FOR ROUTING 1-INCH
RUNOFF FROM KURE DUNES PHASE IV, THE KEYS & KURE BEACH VILLAGE) refer to runoff from
the 1-inch storm for Kure Dunes Phase IV, Kure Beach Village, and the Keys. In referring to the hydrographs,
hydrograph No. 8 is the 1-inch storm hydrograph for Kure Dunes Phase IV. Hydrograph No. 8 flows into No.
10, which is the Kure Dunes Phase IV pond (Reservoir No. 2). Hydrograph No. 9, which is the flow from the
Keys and Kure Beach Village, is then combined with the outflow of hydrograph No. 10 to form hydrograph No.
11. Hydrograph No. 12 is the routed outflow hydrograph of the Key's pond which indicates a maximum total
storage volume in the pond of 48,090 cubic feet with a peak outflow rate of 0.22 cfs and a peak stage elevation of
15.19 feet.
The routing method analyses indicate there is only a 0.04 ft difference in maximum pond elevation, a 0.02 cfs
difference in outflow at the end of 5 days and 51 cubic feet of extra storage volume in the Key's pond after the
Kure Dunes pond is allowed to discharge into the Key's pond. Therefore the impact of discharging the Kure
Dunes Phase 1V pond outflow into the Keys pond will be insignificant.
We hope this clarifies the effect the Kure Dunes Phase W pond has on the Keys pond. If you need additional
information please call.
Very truly yours,
DAWSON ENGINEERING
Mark N. Hargrove, P.E.
Enclosures: As noted above
cc: Kure Beach Associates

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STORMWATER CALCULATIONS
FOR
KURE BEACH VILLAGE - PHASE HI
PREPARED BY JOSEPH S. HIIJ 9 P.E.
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AUG 1 5 1995
D.EMSo814
PROJ 5W F q&E8 r-
KURE BEACH VILLAGE - PHASE III
Stormwater Detention Pond Calculations
Stormwater runoff from
the project will be
retained in an existing wet
detention pond serving The
keys of
Kure Beach
(Stormwater Permit No. SW8
940217).Since runoff from Kure Beach
Village -
Phase III will be added to
the runoff generated by The
Keys of
Kure Beach,
modifications are necessary
to make the pond capable of
storing
the combined
.runoff generated by 1 inch
11 of rainfall from both projects.
The pond area required to remove 90% .of total suspended solids was
calculated using the SA/DA Percentage Chart (see chart) for North Carolina
1 coastal regions.
rRunoff
Calculations
Impervious Surfaces: 42 units @ 3,200 Each =
134,400
Sq.
Ft.
Streets and cul-de-sac =
57,410
Sq.
Ft.
Tennis Court and Parking =
10.320
Sq.
Ft.
Keys of Kure Beach
(see calculations for SW8 940217) =
378,090
So.
Ft.
Total Impervious Area =
580,220
Sq.
Ft.
= 13.32 AC.
Pervious Surfaces (Grassed, Landscaped areas) = 226,940 Sq. Ft.
Keys of Kure Beach (see calculations for SW8 940217) = 304,060 Sq. Ft.
= 531,000 Sq. Ft.
1 = 12.19 Ac.
rj 0.�
580,220 x 0.083' Runoff
= 48,159
CF (Impervious)
��l�'ill,,;,,53.1 00 x
0.083' Runoff x 0.2 (R.O. Coefficient)
= 8.815
CF (Pervious)
Car'�!j .,
Total Runoff (1" Rainfall)
= 56,974
CF
�:p���✓' 1'
= 427,305
Gallons
c .c
KBIII SW - Page 1
• `,
✓GFH..........

Detention Pond Calculations
rPond
surface area
at storage pool elevation of 15.35'
_ *62,118
Sq.
Ft.
Pond surface area
@ permanent pool elevation of 14.35'
59,850
Sq.
Ft. ✓•
'
Pond surface area
(average)
= 60,984
Sq.
Ft.
(*Not possible to
measure difference between original
permanent
pool
elevation
of 14.95' and revised permanent pool elevation of 15.30'
by planimeter.)
1 56,974 CF 60,984 Sq. Ft. = 0.95' Storage Depth Required.
' Solids Settling Area Calculations
Total watershed area = 25.51 AC.
Impervious % = 13.32 AC r 25.51 AC.
= 52.2%
1 Basin Depth = 4.0'
SA/DA% required for 90%,solids removal (see chart) = 4.5%
4.5% x 25.51 AC = 1.15 AC.
' Basin Surface area @ permanent pool elev. of 14.35' = 1.37 Ac.
Basin is therefore adequate for 90% solids removal.
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KBIII SW — Page 2

l
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SA/DA
- 85%
TSS REMOVAL
WITH 30' VEGETATIVE FILTER
IMPER.%
3.OFT
3.5FT
4.OFT 4.5FT
5.OFT
5.5FT
6.OFT
6.5FT
7.OFT
7.5FT
10%
.9
.8
.7
.6
.5
20%
1.7
, 1.3
1.2
1.1
1.0
.9
.8.
.7
.6
.5
L
30%
2.5
2.2
1.9
1.8
1.6
1.5
1.3
1.2
1.0
.9
40%
3.4
3.0
2.6
2.4
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
2.1
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
3.1
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%
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
SA/DA
- > 90% TSS REMOVAL
FOR WET
DETENTION WITHOUT
VEGETATIVE FILTER
IMPER.%
3.OFT
3.5FT
4.OFT
4.5FT
5.OFT
5..5FT
6.OFT
6.5FT
7.OFT
7.5FT
10%
1.3
1.0
.7
.6
.5
.4
.3
.2
.1
20%
30%
2.4
3.5
2.0
3.0
1.8
2.7
1.7
2.5
1.5
2.2
1.4
1.9
1.2
1.6
1.0
1.3
.9
1.1
.6
.8
40%
4.5
4.0
3.5
3.1
2.8
2.5
2.1
1.8
1.4
1.1
32 9, 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
5.9
5.2
4.6
3.9
3.3
100%
12.0
10.0
8.8
8.1
7.3
6.6
5.8
5.1
4.3
3.6
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ORIFICE DISCHARGE RATE CALCULATIONS
r
Use 3.25" diameter orifice for outlet.
rCalculate average discharge rate and time to lower orifice head from 0.95'
to 0.85':
0.10' pond height x 60,984 Sq. ft. pond area x 7.48 gal/ft3 = 45,616
Gallon Storage
' Average head on orifice from 0.95' to 0.85' = 0.90'
'
Average discharge rate @ 0.90' head:
Q(GPM)
= (449)c A 2gh
Q(GPM) =
Volume discharged in gallons per minute
'
c =
discharge coefficient = 0.6
A =
orifice area in square feet -
g =
gravity = 32.2
h
= head above center of orifice
Q(GPM)
= (449)(.6)(.0576) (2)(32.2)(0.90)
Q
= 118 GPM
' Time required to lower pond 0.10' @ 0.90' average head:
T = 45,616 Gal. o- 118 GPM = 387 minutes
118 GPM vs 387 minutes plotted on curve (See Discharge Curve).
Discharge rate and time to lower head from 0.85' to 0.75'
Q = 111 GPM
T = 45,616 Gal. - 111' GPM = 411 minutes
Ill GPM vs 798 minutes plotted on curve.
r
KBIII SW - Page 3

' Discharge rate and time to lower head from 0.75' to 0.65':
Q = 104 GPM
T = 45,616 Gal. r 104 GPM = 439 minutes
104 GPM vs 1,237 minutes plotted on curve.
Discharge rate and time to
lower head from 0.65' to 0.55':
Q = 96 GPM
T
= 45,616 Gal.
t. 96 GPM = 475 minutes
96
GPM vs 1712 minutes
plotted on curve.
Discharge rate
and time to
lower head from 0.55' to 0.45':
Q
= 88 GPM
T
= 45,616 Gal.
:- 88 GPM = 518 minutes
88
GPM vs 2,230
minutes plotted on curve.
IDischarge rate and time to lower head from 0.45' to 0.351:
Q = 79 GPM
T = 45,616 Gal, o- 79 GPM = 577 minutes
79 GPM vs 2,807 minutes plotted on curve.
' Discharge rate and time to lower head from 0.35' to 0.251:
Q = 68 GPM
T = 45,616 Gal, r 68 GPM = 670 minutes
68 GPM vs 3,477 minutes plotted on curve.
1 Discharge rate and time to lower head from 0.25' to 0.15':
Q = 56 GPM
T = 45,616 Gal. r 56 GPM = 814 minutes
56 GPM vs 4,291 minutes plotted on curve.
KBIII SW — Page 4
oQ�F� CAR��
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1

0
Discharge rate and time to lower head from 0.15' to 0.051:
tQ = 39 GPM
T = 45,616 Gal. *-39 GPM = 930 minutes
' 39 GPM vs 5,222 minutes plotted on curve.
' Discharge rate and time to lower head from 0.10' to 0.00':
Q = 28 GPM
T = 45,616 Gal. r 28 GPM = 814 minutes
28 GPM vs 6,036 minutes plotted on curve.
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The outlet structure will discharge the total calculated runoff volume of
427,305 gallons in approximately 3.9 days (See Orifice Discharge Curve).
KBIII SW - Page 5

� r ai. r �.i ri i■i� � r +w � � � r � r � � �
210
200
160
RA TE
CG.P.. m.}
120
90
q0
0
KORF B ACHOLLAGE
-PHASEff
5TOR11IM1 T FR P•-)ND
DISCIIARGE CURVE
112 rrPM1387 MIN.
III &PM1790MW
Io4 GPM/1237MIN.
g6GP11/ 11712 MIN.
�89GPM12230M11d.
/( 79 GI't•1/21107 Hd N
GPM/ 3 97714IN.
56 G•PP1l 42 91 M 1N•
e.
3.2.Y-$6 ORIFICE DISCHARGE
CALLULATEDRUN OFF of
1}2 7/ 305 &ALI-ONS IN 3.q DAY5
39 bPM/S227-MIN
L �
�2 B 6-PM� 6, 03 6 MIN,
DAY 1 DAY DAY3 DAY I�15FjRrA.�G.) (122j966C-) - (g610006) i i61�200G.)
i
0 1000 2000 3007 ¢i!t34 so0:; 6000 7000
TIM1c (MINu-fFs)
8000 g000

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DAWSON ENGINEERING
OF DRAWDOWN OF POND
tSERVING KURE BEACH VILLAGE AND THE KEYS
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`SEAL
1035Z
o

1
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Engineering
Land Planning
Surveying
DAWSON ENGINEERING
114WMa)►II•ZK:MOR W II 1111INty
3177 Wrightsville Avenue
Wilmington, NC 28403
[phone]
POND RELEASE TIME FOR CONTROL PIPE: THE KEYS
ELEV.
EFF. STORAGE
VOL. RELEASED
OUTFLOW RATE
RELEASE TIME
(F7)
(CF)
(CF)
(CFS)
(HOURS)
15.35
57491
21890
0.270
22.5
15.00
35601
12144
0.215
15.7
14.80
23457
11867
0.175
18.8
14.60
11590
5829
0.124
13.1
14.50
5761
5761
0.088
18.2
14.40
0
TOTAL HOURS
88.3
DAYS
3.7
CONTROL PIPE:
3.25
INCH
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd`A' 2 h Al/2
NOTE: ]-inch storage elevation of 15.35 is from KB III SW - Page 2. Volume required per Mr. Hill
was 56,974 cubic feet (page 1). Actual Volume available for storage at elevation 15.35 is 57,491 cubic
feet based on field survey data.
PROJECT: KURE DUNES, PHASE V SUBJECT: KEYS POND CALCULATI NS JOB NO.: 9611
PREPARED BY: UM DATE: '7 18 4 CHECKED BY: b" DATE:y B i7 PAGE NO I OF

STORMWATER CALCULATIONS FOR
1-INCH ROUTING RUNOFF
FROM
THE KEYS & KURE BEACH VILLAGE ONLY

1
Legend
Runoff
Combined
Channel Reach
' + Pond Route
1 Proj. file: I lNCH2.GPW OF file: WILM.IDF 14 hydrographs 07-18-1997
C

Hydrograph Report Page 1
Hyd. No. 13
1-INCH STORM THE KEYS
Hydrograph type = Manual
Storm frequency = 10 yrs
Hydrograph Discharge Table
Time -- Outflow
(hrs
cfs)
0.08
80.26 <<
0.17
80.26 <<
...End
Peak discharge = 80.26 cfs
Time interval = 5 min
Total Volume = 48,156 cult,1.106 acft

Hydrograph Report
' Page 1
Hyd. No. 14
THE KEYS
Hydrograph type
Storm frequency
Inflow hyd. No.
Max. Elevation
= Reservoir
= 10 yrs
= 13
= 15.19 ft
Peak discharge
Time interval
Reservoir name
Max. Storage
= 0.22 cfs
= 5 min
= THE KEYS
= 48,039 cuft
St 96 indweaon m od used.
Total Volume = 45,9M cult, 1.054 aoft
'
Hydrograph Discharge Table
Time Inflow
Elevation
Culy. A
Culy. B
Culy. C Weir A WeirEl
Weir C Outflow
(hrs) (cfs)
(ft)
Ids)
Ids)
Ids) (Cfs) Ids)
Ids) (cfs)
0.08 80.26 <<
14.60
15.44
0.09
- - -
- 0.09
0.17 80.26 <<
15.00
20.00
0.19
- -
0.19
'
0.25 0.00
15.19
21.50
0.22
-
0.22 <<
0.33 0.00
15.19
21.49
0.22
- -
- 0.22
0.42 0.00
15.18
21.49
0.22
- - -
- 0.22
'
0.50 0.00
0.58 0.00
15.18
15.18
21.48
21.47
0.22
0.22
- _ _
- 0.22
0,22
0.67 0.00
15.18
21.47
0.22
- - -
- 0.22
0.75 0.00
15.18
21.46
0.22
- - -
- 0.22
0.83 0.00
15.18
21.45
0.22
-
- 0,22
0.92 0.00
15.18
21.45
0.22
_ _
0.22
1.00 0.00
15.18
21.44
0.22
- - -
- 0,22
1.0.00
1.17 17 0.00
15.18
15.18
21.43
21.43
0.22
0.22
- _ _
- 0.22
0,22
1.25 0.00
15.17
21.42
0.22
- -
- 0,22
1.33 0.00
15.17
21.41
0.22
- - -
- 0,22
1.42 0.00
15.17
21.41
0.22
-
0.22
'
1.50 0.00
15.17
21.40
0.22
- -
- 0,22
1.58 0.00
15.17
21.40
0.22
- - -
- 0.22
1.67 0.00
15.17
21.39
0.22
- -
0_22
'
1.75 0.00
15.17
21.38
0.22
0,22
1.83 0.00
15.17
21.38
0.22
- - -
- 0,22
1.92 0.00
15.17
21.37
0.22
- - -
- 0.Y2
'
2.00 0.00
2.08 0.00
15.17
15.16
21.36
21.36
0.22
0.22
- _ _
- 0.22
2.17 0.00
15.16
21.35
0.22
- - -
0,22
- 0.22
2.25 0.00
15.16
21.34
0.22
- - -
- 0_22
2.33 0.00
15.16
21.34
0.22
-
- 0,22
'
2.42 0.00
15.16
21.33
0.22
_ _
0,22
2.50 0.00
15.16
21.32
0.22
- - -
- 0,22
2.58 0.00
2.67 0.00
15.16
15.16
21.32
21.31
0.22
0.22
_ _ _
- 0.22
0.22
2.75 0.00
15.16
21.30
0.22
- - -
- 0,22
2.83 0.00
15.16
21.30
0.22
- - -
- 0,22
2.92 0.00
15.15
21.29
0.22
0.22
'
3.00 0.00
15.15
21.29
0.22
- - -
- 0,22
' Continues on next page...

'
THE KEYS
Page 2
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B
Culy. C Weir A Weir B Weir C Outflow
(hrs)
(cfs)
(ft)
(cfs)
Ids)
(cfs) (cfs) (cfs) (cfs) (cfs)
3.08
0.00
15.15
21.28
0.22
- - 0,22
'
3.17
0.00
15.15
21.27
0.22
_ _
0.22
3.25
0.00
15.15
21.27
0.22
- - - - 0.22
3.33
0.00
15.15
21.26
0.22
- - - - 0.22
3.42
0.00
15.15
21.25
0.22
- - 0.22
3.50
0.00
15.15
21.25
0.22
_ _
0.22
3.58
0.00
15.15
21.24
0.22
- - - - 0.22
'
3.67
3.75
0.00
0.00
15.15
15.14
2123
21.23
0.22
0.22
_ _ _ - 0.22
0.22
3.83
0.00
15.14
21.22
0.22
- - - - 0.22
3.92
0.00
15.14
21.22
0.22
- - - - 0.22
4.00
0.00
15.14
21.21
0.22
- 0.22
4.08
0.00
15.14
21.20
0.22
_ _ =
0.22
4.17
0.00
15.14
21.20
0.22
- - - - 0.22
4.25
0.00
15.14
21.19
0.22
- - - - 0.22
'
4.33
0.00
15.14
21.18
0,21
0.21
4.42
0.00
15.14
21.18
0.21
_ _ _ =
0.21
4.50
0.00
15.14
21.17
0.21
- - - - 0.21
'
4.58
0.00
0.00
15.13
15.13
21.16
21.16
0.21
0.21
- _ _ - 0.214.67
0.21
4.75
0.00
15.13
21.15
0.21
- - - - 0.21
4.83
0.00
15.13
21.15
0.21
- - - - 021
4.92
0.00
15.13
21.14
0.21
- - 0.41
5.00
0.00
15.13
21.13
0.21
_ _
021
5.08
0.00
15.13
21.13
0.21
- - - - 021
5.
0.00
15.13
21.1
0.21
0.21
5.25 25
0.00
15.13
21.11
0.21
- 0.21
5.33
0.00
15.13
21.11
0.21
- - -
0.21
5.42
0.00
15.12
21.10
0.21
- - - - 0.21
'
5.50
0.00
0.00
15.12
15.12
21.10
21.09
0.21
0.21
- _ _ - 0.215.58
5.67
0.00
15.12
21.08
0.21
021
- - - - 0.21
5.75
0.00
15.12
21.08
0.21
021
5.83
0.00
15.12
21.07
0.21
0.21
5.92
0.00
15.12
21.06
0.21
- - - -
021
6.00
0.00
15.12
21.06
0.21
- - - - 021
6.
6.17 17
0.00
0.00
15.12
15.12
21.05
21.05
0.21
0.21
- _ _ - 00.211
0.21
6.25
0.00
15.11
21.04
0.21
- - - - 0.21
6.33
0.00
15.11
21.03
0.21
- - - - 021
6.42
0.00
15.11
21.03
0.21
- 0.21
'
6.50
0.00
15.11
21.02
0.21
_ _ _
021
6.58
0.00
15.11
21.01
0.21
- - - - 0.21
6.
0.00
15.11
21.01
0.21
00.211
6.75 75
D.00
15.11
21.00
0.21
- _ _ -
0.21
V,
6.83
0.00
15.11
21.00
0.21
- 021
6.92
0.00
15.11
20.99
0.21
- - - - 021
7.0
0.00
15.11
20.98
0.21
0.21
7.08
0.00
15.10
20.98
0.21
- - - - 0.21
,'
Continues on next page...

THE KEYS
Page 3
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (Cfs) (Cfs) (Cfs)
(Cfs)
7.17
0.00
15.10
20.97
0.21 -
0.21
7.25
0.00
15.10
20.96
0.21 - - -
0.21
7.33
0.00
15.10
20.96
0.21 - - - -
0.21
7.42
0.00
15.10
20.95
0.21 - - - -
0.21
'
7.50
0.00
15.10
20.95
0.21 - -
0.21
7.58
0.00
15.10
20.94
_ _
0.21
021
7.67
0.00
15.10
20.93
0.21 - - - -
021
7.75
0.00
0.00
15.10
15.10
20.92
20.91
0.21 - _ _ -
0.21
0.217.83
021
7.92
0.00
15.10
20.90
0.21 - - - -
0.21
8.00
0.00
15.09
20.89
0.21 - - - -
0.Y1
8.08
0.00
15.09
20.88
0.21 - -
0.21
8.17
0.00
15.09
20.87
_ _
0.21
021
8.25
0.00
15.09
20.86
0.21 - - - -
021
8.33
0.00
15.09
20.85
0.21 - - - -
0.21
'
8.42
0.00
15.09
20.84
0.21 -
0.21
8.50
0.00
15.09
20.83
0.21 - - -
021
8.58
0.00
15.09
20.83
0.21 - - - -
0.21
'
8.67.
0.00
0.00
15.09
15.09
20.82
20.81
0.21 - _ _ -
0.21
0.218.75
0.21
8.83
0.00
15.08
20.80
0.21 - - - -
021
8.92
0.00
15.08
20.79
0.21 - - - -
0.21
9.00
0.00
15.08
20.78
0.21 - -
0.219.08
0.00
15.08
20.77
_ _
0.20
0.20
9.17
0.00
'15.08
20.76
0.20 - - - -
0.20
9.
0.00
15.08
20.7
0.20
0.20
'
9.33 33
9.42
0.00
15.08
20.74
- _ _ -
0.20
0.20
0.00
15.08
20.73
0.20 - -
0.20
9.50
0.00
15.08
20.72
0.20 - - - -
0.20
9.58
9.67
0.00
0.00
15.08
15.08
20.71
20.71
0.20 - _ _ -
0.20
0.20
9.75
0.00
15.07
20.70
0.20 - - - -
0.20
0.20
9.83
0.00
15.07
20.69
0.20 - - - -
0.20
'
9.92
0.00
15.07
20.68
0.20 - -
0.20
10.00
0.00
15.07
20.67
_ _
0.20
0.20
10.08
0.00
15.07
20.66
0.20 - - - -
0.20
10.17
10.25
0.00
0.00
15.07
15.07
20.65
20.64
0.20 - _ _ -
0.20
0.20
0.20
10.33
0.00
15.07
20.63
0.20 - - - -
0.20
10.42
0.00
15.07
20.62
0.20 - - - -
0.20
10.50
0.00
15.07
20.61
0.20 - -
0.20
'
10.58
0.00
15.07
20.61
_ _
0.20
0.20
10.67
0.00
15.06
20.60
0.20 - - - -
0.20
10.75
0.00
15.06
20.59
0.20 -
0.20
10.83
0.00
15.06
20.58
0.20 - - -
0.20
10.92
0.00
15.06
20.57
_
0.20 - -
0.20
11.00
0.00
15.06
20.56
0.20 - - - -
0.20
11.08
0.00
15.06
20.55
0.20 - -
0.20
'
11.17
0.00
15.06
20.54
_ _
0.20
0.20
Continues on next page...
1

' THE KEYS Page 4
Hydrograph Discharge Table
'
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hm)
(cfs)
(ft)
(cfs)
(Cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
11.25
0.00
15.06
20.53
0.20 - -
0.20
'
11.33
0.00
15.06
20.52
_ _
0.20
0.20
11.42
0.00
15.06
20.51
0.20 - - - -
0.20
11.50
0.00
15.05
20.51
0.20 - - - -
0.20
'
11.58
0.00
15.05
20.50
0.20 - -
0.20
11.67
0.00
15.05
20.49
_ _
0.20
0.20
11.75
0.00
15.05
20.48
0.20 - - - -
0.20
'
11.83
11.92
0.00
0.00
15.05
15.05
20.47
20.46
0.20 - _ _ -
0.20
0.20
0.20
12.00
0.00
15.05
20.45
0.20 - - - -
0.20
12.08
0.00
15.05
20.44
0.20 - - - -
0.20
12.17
0.00
15.05
20.43
0.20 - -
0.20
12.25
0.00
15.05
20.43
_ _
0.20
0.20
12.33
0.00
15.05
20.42
0.20 - - - -
0.20
12.
0.00
15.04
20.41
0.20
00.200
12.50 50
0.00
15.04
20.40
- _ _ -
0.20
0.20
12.58
0.00
15.04
20.39
0.20
0.20
12.67
0.00
15.04
20.38
0.20 - - - -
0.20
12.75
0.00
15.04
20.37
0.20 - -
0.20
'
12.83
0.00
15.04
20.36
_ _
0.20
0.20
12.92
0.00
15.04
20.35
0.20 - - - -
0.20
13.00
0.00
15.04
20.35
0.20 - - - -
0.20
13.08
0.00
15.04
20.34
0.20 -
0.20
13.17
0.00
15.04
20.33
_ _ _.
0.20
0.20
13.25
0.00
15.04
20.32
0.20 - - - -
0.20
13.33
13.42
0.00
0.00
15.03
15.03
20.31
20.30
0.20 - - - -
0.20 - - - -
0.20
0.20
13.50
0.00
15.03
20.29
0.20 - - -
0.20
13.58
0.00
15.03
20.28
0.20 - - - -
0.20
13.67
0.00
15.03
20.27
0.20 -
0.20
'
13.75
0.00
15.03
20.27
_ _ _
0.19
0.19
13.83
0.00
15.03
20.26
0.19 - - - -
0.19
13.92
0.00
15.03
20.25
0.19 - - - -
0.19
14.00
0.00
15.03
20.24
0.19 - -
0.19
14.08
0.00
15.03
20.23
_ _
0.19
0.19
14.17
0.00
15.03
20.22
0.19 - - - -
0.19
'
14.25
14.33
0.00
0.00
15.02
15.02
20.21
20.20
0.19 - _ _ -
0.19
0.19
0.19
14.42
0.00
15.02
20.20
0.19 - - - -
0.19
14.50
0.00
15.02
20.19
0.19 - - - -
0.19
14.58
0.00
15.02
20.18
0.19 - -
0.19
'
14.67
0.00
15.02
20.17
_ _
0.19
0.19
14.75
0.00
15.02
20.16
0.19 - - - -
0.19
14.83
14.92
0.00
0.00
15.02
15.02
20.15
20.14
0.19 = _ _ -
0.19
0.19
0.19
15.00
0.00
15.02
20.14
0.19 - - - -
0.19
15.08
0.00
15.02
20.13
0.19 - - - -
0.19
15.17
0.00
15.02
20.12
0.19 -
0.19
15.25
0.00
15.01
20.11
= _ _
0.19
0.19
Continues on next page...

THE. KEYS
Hydrograph Discharge Table
Page 5
Time
Inflow
Elevation
Culv. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
M
(CIS)
(CIS) (cfs) (CIS) (cfs) (CIS)
(cfs)
15.33
0.00
15.01
20.10
0.19 - - - -
0.19
15.42
0.00
15.01
20.09
0.19 - - - -
0.19
15.50
0.00
15.01
20.08
0.19 - - - -
0.19
15.58
0.00
15.01
20.08
0.19 - - - -
0.19
15.67
0.00
15.01
20.07
0.19 - - - -
0.19
15.75
0.00
15.01
20.06
0.19 - - - -
0.19
15.83
0.00
15.01
20.05
0.19 - - - -
0.19
15.92
0.00
15.01
20.04
0.19 - - - -
0.19
16.00
0.00
15.01
20.03
0.19 - - - -
0.19
16.08
0.00
15.01
20.02
0.19 - - - -
0.19
16.17
0.00
15.00
20.02
0.19 - - - -
0.19
16.25
0.00
15.00
20.01
0.19 - - - -
0.19
16.33
0.00
15.00
20.00
0.19 - - - -
0.19
16.42
0.00
15.00
19.99
0.19 - - - -
0.19
16.50
0.00
15.00
19.98
0.19 - - - -
0.19
16.58
0.00
15.00
19.97
0.19 - - - -
0.19
16.67
0.00
15.00
19.96
0.19 - - - -
0.19
16.75
0.00
15.00
19.95
0.19 - - - -
0.19
16.83
0.00
15.00
19.94
0.19 - - - -
0.19
16.92
0.00
15.00
19.93
0.19 - - - -
0.19
17.00
0.00
15.00
19.92
0.19 - - - -
0.19
17.08
0.00
14.99
19.91
0.19 - - - -
0.19
17.17
0.00
14.99
19.90
0.19 - - - -
0.19
17.25
0.00
14.99
19.90
0.19 - - - -
0.19
17.33
0.00
14.99
19.89
0.19 - - - -
0.19
17.42
0.00
14.99
19.88
0.19 - - - -
0.19
17.50
0.00
14.99
19.87
0.19 - - - -
0.19
17.58
0.00
14.99
19.86
0.19 - - - -
0.19
17.67
0.00
14.99
19.85
0.19 - - - -
0.19
17.75
0.00
14.99
19.84
0.19 - - - -
0.19
17.83
0.00
14.99
19.83
0.19 - - - -
0.19
17.92
0.00
14.98
19.82
0.19 - - - -
0.19
18.00
0.00
14.98
19.81
0.19 - - - -
0.19
18.08
0.00
14.98
19.80
0.19 - - - -
0.19
18.17
0.00
14.98
19.79
0.19 - - - -
0.19
18.25
0.00
14.98
19.78
0.19 - - - -
0.19
18.33
0.00
14.98
19.77
0.18 - - - -
0.18
18.42
0.00
14.98
19.76
0.18 - - - -
0.18
18.50
0.00
14.98
19.75
0.18 - - - -
0.18
18.58
0.00
14.98
19.74
0.18 - - - -
0.18
18.67
0.00
14.98
19.73
0.18 - - - -
0.18
18.75
0.00
14.98
19.72
0.18 - - - -
0.18
18.83
0.00
14.97
19.71
0.18 - - - -
0.18
18.92
0.00
14.97
19.71
0.18 - - - -
0.18
19.00
0.00
14.97
19.70
0.18 - - - -
0.18
19.08
0.00
14.97
19.69
0.18 - - - -
0.18
19.17
0.00
14.97
19.68
0.18 - - - -
0.18
19.25
0.00
14.97
19.67
0.18 - - - -
0.18
19.33
0.00
14.97
19.66
0.18 - - - -
0.18
Continues on next page...

THE KEYS
Hydrograph Discharge Table
Page e
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (ds) WS) (Cfs)
(Cfs)
19.42
0.00
14.97
19.65
0.18 - - - -
0.18
19.50
0.00
14.97
19.64
0.18 - - - -
0.18
19.58
0.00
14.97
19.63
0.18 - - - -
0.18
19.67
0.00
14.97
19.62
0.18 - - - -
0.18
19.75
0.00
14.96
19.61
0.18 - - - -
0.18
19.83
0.00
14.96
19.60
0.18 - - - -
0.18
19.92
0.00
14.96
19.59
0.18 - - - -
0.18 .
20.00
0.00
14.96
19.58
0.18 - - - -
0.18
20.08
0.00
14.96
19.57
0.18 - - - -
0.18
20.17
0.00
14.96
19.57
0.18 - - - -
0.18
20.25
0.00
14.96
19.56
0.18 - - - -
0.18
20.33
0.00
14.96
19.55
0.18 - - - -
0.18
20.42
0.00
14.96
19.54
0.18 - - - -
0.18
20.50
0.00
14.96
19.53
0.18 - - - -
0.18
20.58
0.00
14.96
19.52
0.18 - - - -
0.18
20.67
0.00
14.95
19.51
0.18 - - - -
0.18
20.75
0.00
14.95
19.50
0.18 - - - -
0.18
20.83
0.00
14.95
19.49
0.18 - - - -
0.18 .
20.92
0.00
14.95
19.48
0.18 - - - -
0.18
21.00
0.00
14.95
19.47
0.18 - - - -
0.18
21.08
0.00
14.95
19.46
0.18 - - - -
0.18
21.17
0.00
14.95
19.45
0.18 - - - -
0.18
21.25
0.00
14.95
19.45
0.18 - - - -
0.18
21.33
0.00
14.95
19.44
0.18 - - - -
0.18
21.42
0.00
14.95
19.43
0.18 - - - -
0.18
21.50
0.00
14.95
19.42
0.18 - - - -
0.18
21.58
0.00
14.94
19.41
0.18 - - - -
0.18
21.67
0.00
14.94
19.40
0.18 - - - -
0.18
21.75
0.00
14.94
19.39
0.18 - - - -
0.18
21.83
0.00
14.94
19.38
0.18 - - - -
0.18
21.92
0.00
14.94
19.37
0.18 - - - -
0.18
22.00
0.00
14.94
19.36
0.18 - - - -
0.18
22.08
0.00
14.94
19.35
0.18 - - - -
0.18
22.17
0.00
14.94
19.35
0.18 - - - -
0.18
22.25
0.00
14.94
19.34
0.18 - - - -
0.18
22.33
0.00
14.94
19.33
0.18 - - - -
0.18
22.42
0.00
14.94
19.32
0.18 - - - -
0.18
22.50
0.00
14.93
19.31
0.18 - - - -
0.18
22.58
0.00
14.93
19.30
0.18 - - - -
0.18
22.67
0.00
14.93
19.29
0.17 - - - -
0.17
22.75
0.00
14.93
19.28
0.17 - - - -
0.17
22.83
0.00
14.93
19.27
0.17 - - - -
0.17
22.92
0.00
14.93
19.26
0.17 - - - -
0.17
23.00
0.00
14.93
19.25
0.17 - - - -
0.17
23.08
0.00
14.93
19.24
0.17 - - - -
0.17
23.17
0.00
14.93
19.23
0.17 - - - -
0.17
23.25
0.00
14.93
19.22
0.17 - - - -
0.17
23.33
0.00
14.93
19.22
0.17 - - - -
0.17
23.42
0.00
14.93
19.21
0.17 - - - -
0.17
Continues on next page...

THE KEYS
1
1
Hydrograph Discharge Table
Page 7
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C WeirA Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
23.50
0.00
14.92
19.20
0.17 - - - -
0.17
23.58
0.00
14.92
19.19
0.17 - - - -
0_17
23.67
0.00
14.92
19.18
0.17 - - - -
0.17
23.75
0.00
14.92
19.17
0.17 - - - -
0.17
23.83
0.00
14.92
19.16
0.17 - - - -
0.17
23.92
0.00
14.92
19.15
0.17 - - - -
0.17
24.00
0.00
14.92
19.14
0.17 - - - -
0.17
24.08
0.00
14.92
19.13
0.17 - - - -
0.17
24.17
0.00
14.92
19.12
0.17 - - - -
0.17
24.25
0.00
14.92
19.12
0.17 - - - -
0.17
24.33
0.00
14.92
19.11
0.17 - - - -
0.17
24.42
0.00
14.91
19.10
0.17 - - - -
0.17
24.50
0.00
14.91
19.09
0.17 - - - -
0.17
24.58
0.00
14.91
19.08
0.17 - - - -
0.17
24.67
0.00
14.91
19.07
0.17 - - - -
0.17
24.75
0.00
14.91
19.06
0.17 - - - -
0.17
24.83
0.00
14.91
19.05
0.17 - - - -
0.17
24.92
0.00
14.91
19.04
0.17 - - - -
0.17
25.00
0.00
14.91
19.03
0.17 - - - -
0.17
25.08
0.00
14.91
19.03
0.17 - - - -
0.17
25.17
0.00
14.91
19.02
0.17 - - - -
0.17
25.25
0.00
14.91
19.01
0.17 - - - -
0.17
25.33
0.00
14.91
19.00
0.17 - - - -
0.17
25.42
0.00
14.90
18.99
0.17 - - - -
0.17
25.50
0.00
14.90
18.98
0.17 - - - -
0.17
25.58
0.00
14.90
18.97
0.17 - - - -
0.17
25.67
0.00
14.90
18.96
0.17 - - - -
0.17
25.75
0.00
14.90
18.95
0.17 - - - -
0.17
25.83
0.00
14.90
18.95
0.17 - - - -
0.17
25.92
0.00
14.90
18.94
0.17 - - - -
0.17
26.00
0.00
14.90
18.93
0.17 - - - -
0.17
26.08
0.00
14.90
18.92
0.17 - - - -
0.17
26.17
0.00
14.90
18.91
0.17 - - - -
0.17
26.25
0.00
14.90
18.90
0.17 - - - -
0.17
26.33
0.00
14.90
18.89
0.17 - - - -
0.17
26.42
0.00
14.89
18.88
0.17 - - - -
0.17
26.50
0.00
14.89
18.87
0.17 - - - -
0.17
26.58
0.00
14.89
18.87
0.17 - - - -
0.17
26.67
0.00
14.89
18.86
0.17 - - - -
0.17
26.75
0.00
14.89
18.85
0.17 - - - -
0.17
26.83
0.00
14.89
18.84
0.17 - - - -
0.17
26.92
0.00
14.89
18.83
0.16 - - - -
0.16
27.00
0.00
14.89
18.82
0.16 - - - -
0.16
27.08
0.00
14.89
18.81
0.16 - - - -
0.16
27.17
0.00
14.89
18.80
0.16 - - - -
0.16
27.25
0.00
14.89
18.80
0.16 - - - -
0.16
27.33
0.00
14.89
18.79
0.16 - - - -
0.16
27.42
0.00
14.88
18.78
0.16 - - - -
0.16
27.50
0.00
14.88
18.77
0.16 - - - -
0.16
Continues on next page...

THE KEYS Page 8
' Hydrograph Discharge Table
'
Time
Inflow
Elevation
Culy. A
Culv. B Culy. C Weir A
Weir B Weir C Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs)
(cfs) (cfs) ids)
'
27.58
27.67
0.00
0.00
14.88
14.88
18.76
18.75
0.16 - _
0.16
_ - 0.16
27.75
0.00
14.88
18.74
0.16 - -
0.16
- - 0.16
27.83
0.00
14.88
18.74
0.16 - -
- - 0.16
27.92
0.00
14.88
18.73
0.16
0.16
28.00
0.00
14.88
18.72
0.16 - -
- - 0.16
28.08
0.00
14.88
18.71
0.16 - -
- - 0.16
28.17
28.25
0.00
0.00
14.88
14.88
18.70
18.69
0.16
0.16 - -
0.16
- - 0.16
28.33
0.00
14.88
18.68
0.16 - -
- - 0.16
28.42
0.00
14.87
18.67
0.16 - -
- - 0.16
28.50
0.00
14.87
18.66
0.16 -
- 0.16
28.58
0.00
14.87
18.66
_
0.16
_
0.16
28.67
0.00
14.87
18.65
0.16 - -
- - 0.16
28.75
0.00
14.87
18.64
0.16 - -
- - 0.16
'
28.83
0.00
14.87
18.63
0.16 -
- 0.16
28.92
0.00
14.87
18.62
_
0.16
_
0.16
29.00
0.00
14.87
18.61
0.16 - -
- - 0.16
'
29.08
29.17
0.00
0.00
14.87
14.87
18.60
18.59
0.16 - _
0.16
_ - 0.16
0.16
29.25
0.00
14.87
18.59
0.16 - -
- - 0.16
29.33
0.00
14.87
18.58
0.16 - -
- - 0.16
29.42
0.00
14.86
18.57
0.16 -
- 0.16
t
29.50
0.00
14.86
18.56
_
0.16
_
0.76
29.58
0.00
14.86
18.55
0.16 - -
- - 0.16
29.67
0.00
14.86
18.54
0.16 -
0.16
'
29.75
0.00
14.86
18.53
0.16 -
- 0.16
29.83
0.00
14.86
18.53
_
0.16
_
- 0.16
29.92
0.00
14.86
18.52
0.16 - -
- - 0.16
30.00
0.00
14.86
18.51
0.16 -
- 0.16
'
30.08
0.00
14.86
18.50
_
0.16
_
0.16
30.17
0.00
14.86
18.49
0.16 - -
- - 0.16
30.25
0.00
14.86
18.48
0.15 - -
- - 0.15
30.33
0.00
14.86
18.47
0.15 -
- 0.15
30.42
0.00
14.86
18.47
_
0.15
_
0.15
30.50
0.00
14.85
18.46
0.15 - -
- - 0.15
30.58
30.67
0.00
0.00
14.85
14.85
18.45
18.44
0.15 - _
0.15
_ - 0.15
0.15
30.75
0.00
14.85
18.43
0.15 - -
- - 0.15
30.83
0.00
14.85
18.42
0.15 - -
- - 0.15
30.92
0.00
14.85
18.42
0.15 -
- 0.15
31.00
0.00
14.85
18.41
_
0.15
_
0.15
31.08
0.00
14.85
18.40
0.15 - -
- - 0.15
31.
0.00
14.85
18.3
0.15
0.15
'
31.25 25
0.00
14.85
18.38
- _
0.15
_ -
0.15
31.33
0.00
14.85
18.37
0.15
- - 0.15
31.42
0.00
14.85
18.37
0.15 - -
- - 0.15
31.50
0.00
14.85
18.36
0.15 -
- 0.15
'
31.58
0.00
14.84
18.35
_
0.15
_
0.15
'
Continues on next page...
i\I

I
' THE KEYS
Hydrograph Discharge Table
Pegs 9
Time
Inflow
Elevation
Culy. A
Culy. B Cuty. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
Ids)
(cfs) (Cfs) (cfs) (Cfs) (cfs)
(cfs)
31.67
0.00
14.84
18.34
0.15
0.15
31.75
0.00
14.84
18.33
0.15 - - - -
0.15
31.83
0.00
14.84
18.32
0.15 - - - -
0.15
31.92
0.00
14.84
18.32
0.15 - - - -
0.15
'
32.00
0.00
14.84
18.31
0.15 - -
0.15
32.08
0.00
14.84
18.30
_ _
0.15
0.15
32.17
0.00
14.84
18.29
0.15 - - - -
0.15
'
32.25
32.33
0.00
0.00
14.84
14.84
18.28
18.28
0.15 - _ _ -
0.15
0.15
0.15
32.42
0.00
14.84
18.27
0.15 - - - -
0.15
32.50
0.00
14.84
18.26
0.15 - - - -
0.15
32.58
0.00
14.84
18.25
0.15 -
0.15
32.67
0.00
14.83
18.24
_ _ _
0.15
0.15
32.75
0.00
14.83
18.24
0.15 - - - -
0.15
32.
0.00
14.83
18.23
0.15
0.15
'
32.92 92
0.00
14.83
18.22
_ _ -
0.15
0.15
33.00
0.00
14.83
18.21
0.15 -
0.15
33.08
0.00
14.83
18.20
0.15 - - - -
0.15
33.17
0.00
14.83
18.20
0.15 - -
0.15
'
33.25
0.00
14.83
18.19
_ _
0.15
0.15
33.33
0.00
14.83
18.18
0.15 - - - -
0.15
33.42
0.00
14.83
18.17
0.15 - - - -
0.15
33.50
0.00
14.83
18.16
0.14 - -
0.14
33.58
0.00
14.83
18.16
_ _
0.14
0.14
33.67
0.00
14.83
18.15
0.14 - - - -
0.14
'
33.75
33.83
0.00
0.00
14.83
14.82
18.14
18.13
0.14 - _ _ -
0.14
0.14
0.14
33.92
0.00
14.82
18.12
0.14 - - - -
0.14
34.00
0.00
14.82
18.12
0.14 - - - -
0.14
34.08
0.00
14.82
18.11
0.14 - -
0.14
'
34.17
0.00
14.82
18.10
_ _
0.14
0.14
34.25
0.00
14.82
18.09
0.14 - - - -
0.14
34.33
0.00
14.82
18.08
0.14 - - - -
0.14
'
34.42
0.00
14.82
18.08
0.14 - -
0.14
34.50
0.00
14.82
18.07
_ _
0.14
0.14
34.58
0.00
14.82
18.06
0.14 - - - -
0.14
34.67
34.75
0.00
0.00
14.82
14.82
18.05
18.04
0.14 - _ _ -
0.14
0.14
0.14
34.83
0.00
14.82
18.04
0.14 - - - -
0.14
34.92
0.00
14.81
18.03
0.14 - - - -
0.14
35.00
0.00
14.81
18.02
0.14 - -
0.14
t
35.08
0.00
14.81
18.01
_ _
0.14
0.14
35.17
0.00
14.81
18.00
0.14 - - - -
0.14
'
35.25
35.33
0.00
0.00
14.81
14.81
18.00
17.99
0.14 - _ _ -
0.14
0.14
0.14
35.42
0.00
14.81
17.98
0.14 - - - -
0.14
35.50
0.00
14.81
17.97
0.14 - - - -
0.14
35.58
0.00
14.81
17.96
0.14 - -
0.14
'
35.67
0.00
14.81
17.96
_ _
0.14
0.14
Continues on next page...
1

I
1
1
1
I
1
1
THE KEYS
Hydrograph Discharge Table
Page 10
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
Ids)
Ids) (cfs) (cfs) (cfs) (cfs)
(cfs)
35.75
0.00
14.81
17.95
0.14 - - - -
0.14
35.83
0.00
14.81
17.94
0.14 - - - -
0.14
35.92
0.00
14.81
17.93
0.14 - - - -
0.14
36.00
0.00
14.81
17.92
0.14 - - - -
0.14
36.08
0.00
14.81
17.92
0.14 - - - -
0.14
36.17
0.00
14.80
17.91
0.14 - - - -
0.14
36.25
0.00
14.80
17.90
0.14 - - - -
0.14
36.33
0.00
14.80
17.89
0.14 - - - -
0.14
36.42
0.00
14.80
17.88
0.14 - - - -
0.14
36.50
0.00
14.80
17.88
0.14 - - - -
0.14
36.58
0.00
14.80
17.87
0.14 - - - -
0.14
36.67
0.00
14.80
17.86
0.14 - - - -
0.14
36.75
0.00
14.80
17.85
0.14 - - - -
0.14
36.83
0.00
14.80
17.85
0.14 - - - -
0.14
36.92
0.00
14.80
17.84
0.14 - - - -
0.14
37.00
0.00
14.80
17.83
0.14 - - - -
0.14
37.08
0.00
14.80
17.82
0.14 - - - -
0.14
37.17
0.00
14.80
17.81
0.14 - - - -
0.14 .
37.25
0.00
14.80
17.81
0.14 - - - -
0.14
37.33
0.00
14.79
17.80
0.14 - - - -
0.14
37.42
0.00
14.79
17.79
0.14 - - - -
0.14
37.50
0.00
14.79
17.78
0.14 - - - -
0.14
37.58
0.00
14.79
17.77
0.14 - - - -
0.14
37.67
0.00
14.79
17.77
0.14 - - - -
0.14
37.75
0.00
14.79
17.76
0.14 - - - -
0.14
37.83
0.00
14.79
17.75
0.14 - - - -
0.14
37.92
0.00
14.79
17.74
0.14 - - - -
0.14
38.00
0.00
14.79
17.74
0.14 - - - -
0.14
38.08
0.00
14.79
17.73
0.14 - - - -
0.14
38.17
0.00
14.79
17.72
0.14 - - - -
0.14
38.25
0.00
14.79
17.71
0.14 - - - -
0.14
38.33
0.00
14.79
17.70
0.14 - - - -
0.14
38.42
0.00
14.79
17.70
0.14 - - - -
0.14
38.50
0.00
14.78
17.69
0.14 - - - -
0.14
38.58
0.00
14.78
17.68
0.14 - - - -
0.14
38.67
0.00
14.78
17.67
0.14 - - - -
0.14
38.75
0.00
14.78
17.67
0.14 - - - -
0.14
38.83
0.00
14.78
17.66
0.14 - - - -
0.14
38.92
0.00
14.78
17.65
0.14 - - - -
0.14
39.00
0.00
14.78
17.64
0.14 - - - -
0.14
39.08
0.00
14.78
17.64
0.14 - - - -
0.14
39.17
0.00
14.78
17.63
0.13 - - - -
0.13
39.25
0.00
14.78
17.62
0.13 - - - -
0.13
39.33
0.00
14.78
17.61
0.13 - - - -
0.13
39.42
0.00
14.78
17.60
0.13 - - - -
0.13
39.50
0.00
14.78
17.60
0.13 - - - -
0.13
39.58
0.00
14.78
17.59
0.13 - - - -
0.13
39.67
0.00
14.78
17.58
0.13 - - - -
0.13
39.75
0.00
14.77
17.57
0.13 - - - -
0.13
Continues on next page...
1

' THE KEYS pap I I
Hydrograph Discharge Table
'
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(Cfs)
(Cfs) (cfs) (Cfs) (cfs) (Cfs)
(cfs)
39.83
0.00
14.77
17.57
0.13 - -
0.13
39.92
0.00
14.77
17.56
_ _
0.13
0.13
40.00
0.00
14.77
17.55
0.13 - - - -
0.13
40.08
0.00
14.77
17.54
0.13 - - - -
0.13
40.17
0.00
14.77
17.54
0.13 - -
0.13
40.25
0.00
14.77
1T53
_ _
0.13
0.13
40.33
0.00
14.77
17.52
0.13 - - - -
0.13
40.42
0.00
14.77
17.51
0.13 - -
0.13
40.50
0.00
14.77
17.51
_ _
0.13
0.13
40.58
0.00
14.77
17.50
0.13 - - - -
0.13
40.67
0.00
14.77
17.49
0.13 - - - -
0.13
40.75
0.00
14.77
17.48
0.13 - -
0.13
40.83
0.00
14.77
17.48
_ _
0.13
0.13
40.92
0.00
14.77
17.47
0.13 - - - -
0.13
41.0
41.08
0.00
0.00
14.76
14.76
17.4
17.45
0.13 - _ _ -
0.13
0.13
0.13
41.17
0.00
14.76
17.45
0.13
0.13
41.25
0.00
14.76
17.44
0.13 - - - -
0.13
41.33
0.00
14.76
17.43
0.13 - -
0.13
'
41.42
0.00
14.76
17.42
_ _
0.13
0.13
41.50
0.00
14.76
17.42
0.13 - - - -
0.13
41.58
0.00
14.76
17.41
0.13 - - - -
0.13
41.67
0.00
14.76
17.40
0.13 - -
0.13
41.75
0.00
14.76
17.39
_ _
0.13
0.13
41.83
0.00
14.76
17.38
0.13 - - - -
0.13
41.92
42.00
0.00
0.00
14.76
14.76
17.38
17.37
0.13 - _ _ -
0.13
0.13
0.13
42.08
0.00
14.76
17.36
0.13 - - - -
0.13
42.17
0.00
14.76
17.35
0.13 - - - -
0.13
42.25
0.00
14.75
17.35
0.13 - _ -
0.13
'
42.33
0.00
14.75
17.34
_
0.13
0.13
42.42
0.00
14.75
17.33
0.13 - - - -
0.13
42.50
0.00
14.75
17.32
0.13 - - - -
0.13
'
42.58
0.00
14.75
17.32
0.13 - -
0.13
42.67
0.00
14.75
17.31
_ _
0.13
0.13
42.75
0.00
14.75
17.30
0.13 - - - -
0.13
42.83
0.00
14.75
17.29
0.13 - -
0.13
42.92
0.00
14.75
17.29
_ _
0.13
0.13
43.00
0.00
14.75
17.28
0.13 - - - -
0.13
43.08
0.00
14.75
17.27
0.13 - - - -
0.13
'
43.17
0.00
14.75
17.26
0.13 - -
0.13
43.25
0.00
14.75
17.26
_ _
0.13
0.13
43.33
0.00
14.75
17.25
0.13 - - - -
0.13
'
43.42
43.50
0.00
0.00
14.75
14.74
17.24
17.23
0.13 - _ _ -
0.13
0.13
'0.13
43.58
0.00
14.74
17.23
0.13 - - - -
0.13
43.67
0.00
14.74
17.22
0.13 - - - -
0.13
43.75
0.00
14.74
17.21
0.13 - -
0.13
'
43.83
0.00 _
14.74
17.20
_ _
0.13
0.13
' Continues on next page...
1

THE KEYS
Hydrograph Discharge Table
Page 12
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hm)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
Ids)
43.92
0.00
14.74
17.20
0.13 - - - -
0.13
44.00
0.00
14.74
17.19
0.13 - - - -
0.13
44.08
0.00
14.74
17.18
0.13 - - - -
0.13
44.17
0.00
14.74
17.17
0.13 - - - -
0.13
44.25
0.00
14.74
17.17
0.12 - - - -
0.12
44.33
0.00
14.74
17.16
0.12 - - - -
0.12
44.42
0.00
14.74
17.15
0.12 - - - -
0.12
44.50
0.00
14.74
17.14
0.12 - - - -
0.12
44.58
0.00
14.74
17.14
0.12 - - - -
0.12
44.67
0.00
14.74
17.13
0.12 - - - -
0.12
44.75
0.00
14.74
17.12
0.12 - - - -
0.12
44.83
0.00
14.73
17.11
0.12 - - - -
0.12
44.92
0.00
14.73
17.11
0.12 - - - -
0.12
45.00
0.00
14.73
17.10
0.12 - - - -
0.12
45.08
0.00
14.73
17.09
0.12 - - - -
0.12
45.17
0.00
14.73
17.09
0.12 - - - -
0.12
45.25
0.00
14.73
17.08
0.12 - - - -
0.12
45.33
0.00
14.73
17.07
0.12 - - - -
0.12
45.42
0.00
14.73
17.06
0.12 - - - -
0.12
45.50
0.00
14.73
17.06
0.12 - - - -
0.12
45.58
0.00
14.73
17.05
0.12 - - - -
0.12
45.67
0.00
14.73
17.04
0.12 - - - -
0.12
45.75
0.00
14.73
17.03
0.12 - - - -
0.12
45.83
0.00
14.73
17.03
0.12 - - - -
0.12
45.92
0.00
14.73
17.02
0.12 - - - -
0.12
46.00
0.00
14.73
17.01
0.12 - - - -
0.12
46.08
0.00
14.73
17.01
0.12 - - - -
0.12
46.17
0.00
14.72
17.00
0.12 - - - -
0.12
46.25
0.00
14.72
16.99
0.12 - - - -
0.12
46.33
0.00
14.72
16.99
0.12 - - - -
0.12
46.42
0.00
14.72
16.98
0.12 - - - -
0.12
46.50
0.00
14.72
16.97
0.12 - - - -
0.12
46.58
0.00
14.72
16.96
0.12 - - - -
0.12
46.67
0.00
14.72
16.96
0.12 - - - -
0.12
46.75
0.00
14.72
16.95
0.12 - - - -
0.12
46.83
0.00
14.72
16.94
0.12 - - - -
0.12
46.92
0.00
14.72
16.94
0.12 - - - -
0.12
47.00
0.00
14.72
16.93
0.12 - - - -
0.12
47.08
0.00
14.72
16.92
0.12 - - - -
0.12
47.17
0.00
14.72
16.91
0.12 - - - -
0.12
47.25
0.00
14.72
16.91
0.12 - - - -
0.12
47.33
0.00
14.72
16.90
0.12 - - - -
0.12
47.42
0.00
14.72
16.89
0.12 - - - -
0.12
47.50
0.00
14.72
16.89
0.12 - - - -
0.12
47.58
0.00
14.71
16.88
0.12 - - - -
0.12
47.67
0.00
14.71
16.87
0.12 - - - -
0.12
47.75
0.00
14.71
16.87
0.12 - - - -
0.12
47.83
0.00
14.71
16.86
0.12 - - - -
0.12
47.92
0.00
14.71
16.85
0.12 - - - -
0.12
Continues on next page...

'
THE KEYS
Page 13
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
48.00
0.00
14.71
16.85
0.12 - -
0.12
48.08
0.00
14.71
16.84
_ _
0.12
0.12
48.17
0.00
14.71
16.83
0.12 - - - -
0.12
48.25
0.00
14.71
16.82
0.12 - - - -
0.12
48.33
0.00
14.71
16.82
0.12 - -
0.12
48.42
0.00
14.71
16.81
_ _
0.12
0.12
48.50
0.00
14.71
16.80
0.12 - - - -
0.12
48.58
48.67
0.00
0.00
14.71
14.71
16.80
16.79
0.11 - _ _ -
0.11
0.11
0.11
48.75
0.00
14.71
16.78
0.11 - - - -
0.11
48.83
0.00
14.71
16.78
0.11 - - - -
0.11
48.92
0.00
14.71
16.77
0.11
0.11
49.00
0.00
14.70
16.76
0.11 - - - -
0.11
49.08
0.00
14.70
16.76
0.11 - - - -
0.11
49.17
0.00
14.70
16.75
0.11 -
0.11
49.25
0.00
14.70
16.74
0.11 - -
0.11
49.33
0.00
14.70
16.74
_ _
0.11
0.11
49.42
0.00
14.70
16.73
0.11 - - - -
0.11
49.50
49.58
0.00
0.00
14.70
14.70
16.72
16.72
0.11 - _ _ -
0.11
0.11
49.67
0.00
14.70
16.71
0.11 - - - -
0.11
0.11
49.75
0.00
14.70
16.70
0.11 - - -
0.11
49.83
0.00
14.70
16.70
0.11 - -
0.11
49.92
0.00
14.70
16.69
_ _
0.11
0.11
50.00
0.00
14.70
16.68
0.11 - - - -
0.11
'
50.08
50.17
0.00
0.00
14.70
14.70
16.68
16.67
0.11 - - - -
0.11 - - -
0.11
0.11
50.25
0.00
14.70
16.66
-
0.11 - - - -
0.11
50.33
0.00
14.70
16.66
0.11 - - - -
0.11
50.42
0.00
14.70
16.65
0.11 - -
0.11
50.50
0.00
14.69
16.64
_ _
0.11
0.11
50.58
0.00
14.69
16.63
0.11 - - - -
0.11
50.67
0.00
14.69
16.63
0.11 - - - -
0.11
'
50.75
0.00
14.69
16.62
0.11 - -
0.11
50.83
0.00
14.69
16.61
_ _
0.11
0.11
50.92
0.00
14.69
16.61
0.11 - - - -
0.11
51.00
51.08
0.00
0.00
14.69
14.69
16.60
0.11 - _ _ -
0.11
0.11
0.11
51.17
0.00
14.69
.16.59
16.59
0.11 - - - -
0.11
51.25
0.00
14.69
16.58
0.11 - - - -
0.11
0.00
14.69
16.57
0.11 - -
0.11
'51.33
51.42
0.00
14.69
16.57
_ _
0.11
0.11
51.50
0.00
14.69
16.56
0.11 - - - -
0.11
1.
0.00
14.69
16.55
0.11
0.11
'
67
51.67
0.00
14.69
16.55
- _ _ -
0.11
0.11
51.75
0.00
14.69
16.54
0.11 - - -
011
51.83
0.00
14.69
16.53
0.11 - - - -
0.11
0.00
14.69
16.53
0.11 -
0.11
'51.92
52.00
0.00
14.68
16.52
_ _ =
0.11
0.11
Continues on next page...

I
'
THE KEYS
Pap 14
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
52.08
0.00
14.68
16.51
0.11 - -
0.11
52.17
0.00
14.68
16.51
_ _
0.11
0.11
52.25
0.00
14.68
16.50
0.11 - - - -
0.11
52.33
0.00
14.68
16.49
0.11 - - - -
0.11
52.42
0.00
14.68
16.49
0.11 - -
0.11
52.50
0.00
14.68
16.48
_ _
0.11
0.11
52.58
0.00
14.68
16.47
0.11 - - - -
0.11
52.67
52.75
0.00
0.00
14.68
14.68
16.47
16.46
0.11 - _ _ -
0.11
0.11
52.83
0.00
14.68
16.45
0.11 - - - -
0.11
0.11
52.92
0.00
14.68
16.45
0.11 - - - -
0.11
53.00
0.00
14.68
16.44
0.11 - -
0.11
53.08
0.00
14.68
16.43
_ _
0.11
0.11
53.17
0.00
14.68
16.43
0.11 - - - -
0.11
53.25
0.00
14.68
16.42
0.11 - -
0.11
'
53.33
0.00
14.68
16.41
0.11 - -
0.11
53.42
0.00
14.68
16.41
_ _
0.11 -
0.11
53.50
0.00
14.67
16.40
0.11 - - - -
0.11 .
'
53.58
53.67
0.00
0.00
14.67
14.67
16.39
16.39
0.11 - _ _ -
0.11
0.11
0.11
53.75
0.00
14.67
16.38
0.11 - - - -
0.11
53.83
0.00
14.67
16.37
0.11 - - - -
0.11
53.92
0.00
14.67
16.37
0.10 - -
0.10
54.00
0.00
14.67
16.36
_ _
0.10
0.10
54.08
0.00
14.67
16.36
0.10 - - - -
0.10
'
54.17
54.25
0.00
0.00
14.67
14.67
16.35
16.34
0.10 - - -
0.10 - - - -
0.10
0.10
54.33
0.00
14.67
16.34
0.10 - - -
0.10
54.42
0.00
14.67
16.33
0.10 - - - -
0.10
54.50
0.00
14.67
16.32
0.10 - -
0.10
'
54.58
0.00
14.67
16.32
_ _
0.10
0.10
54.67
0.00
14.67
16.31
0.10 - - - -
0.10
54.75
0.00
14.67
16.30
0.10 - - - -
0.10
54.83
0.00
14.67
16.30
0.10 - -
0.10
54.92
0.00
14.67
16.29
_ _
0.10
0.10
55.00
0.00
14.67
16.29
0.10 - - - -
0.10
55.08
55.17
0.00
0.00
14.66
14.66
16.28
16.27
0.10 - _ _ -
0.10
0.10
55.25
0.00
14.66
16.27
0.10 - - - -
0.10
0.10
55.33
0.00
14.66
16.26
0.10 - - - -
0.10
55.42
0.00
14.66
16.25
0.10 - -
0.10
'
55.50
0.00
14.66
16.25
_ _
0.10
0.10
55.58
0.00
14.66
16.24
0.10 - - , - -
0.10
'
5.
55.75
75
0.00
0.00
14.66
14.66
16.23
16.23
0.10 - _ _ -
0.10
0.10
0.10
55.83
0.00
14.66
16.22
0.10 - - -
0.10
55.92
0.00
14.66
16.22
0.10 - - - -
0.10
56.00
0.00
14.66
16.21
0.10 - - - -
0.10
f
56.08
0.00
14.66
16.20
0.10 - - - -
0.10
I
Continues on next page...

I
THE KEYS Page 75
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (Cfs) (cfs) (cfs)
(cfs)
56.17
0.00
14.66
16.20
0.10 - -
0.10
56.25
0.00
14.66
16.19
_ _
0.10
0.10
56.33
0.00
14.66
16.18
0.10 - - - -
0.10
56.42
0.00
14.66
16.18
0.10 - - - -
0.10
56.50
0.00
14.66
16.17
0.10 - -
0.10
56.58
0.00
14.66
16.17
_ _
0.10
0.10
56.67
0.00
14.65
16.16
0.10 - - - -
0.10
'
56.
56.83 83
0.00
0.00
14.65
14.65
16.15
16.15
0.10 - _ _ -
0.10
0.10
0.10
56.92
0.00
14.65
16.14
0.10 - -
0.10
57.00
0.00
14.65
16.14
0.10 - - - -
0.10
57.08
0.00
14.65
16.13
0.10 - -
0.10
57.17,
0.00
14.65
16.12
_ _
0.10
0.10
57.25
0.00
14.65
16.12
0.10 - - - -
0.10
57.33
0.00
14.65
16.11
0.10 - - - -
0.10
1
57.42
0.00
14.65
16.10
0.10 - -
0.10
57.50
0.00
14.65
16.10
_ _
0.10
0.10
57.58
0.00
14.65
16.09
0.10 - - - -
0.10
57.67
57.75
0.00
0.00
14.65
14.65
16.09
16.08
0.10 - - - -
0.10 - -
0.10
0.10
57.83
0.00
14.65
16.07
- -
0.10 - - - -
0.10
57.92
0.00
14.65
16.07
0.10 - - - -
0.10
58.00
0.00
14.65
16.06
0.10 - -
0.10
58.08
0.00
14.65
16.06
_ _
0.10
0.10
58.17
0.00
14.65
16.05
0.10 - - - -
0.10
58.25
0.00
14.65
16.04
0.10 -
0.10
'
58.33
0.00
14.64
16.04
0.10 - -
0.10
58.42
0.00
14.64
16.03
_ _
0.10
0.10
58.50
0.00
14.64
16.03
0.10 - - - -
0.10
'
58.58
58.67
0.00
0.00
14.64
14.64
16.02
16.01
0.10 - _ _ -
0.10
0.10
58.75
0.00
14.64
16.01
0.10 - - - -
0.10
0.10
58.83
0.00
14.64
16.00
0.10 - - - -
0.10
58.92
0.00
14.64
16.00
0.10 - -
0.10
59.00
0.00
14.64
15.99
_ _
0.10
0.10
59.08
0.00
14.64
15.98
0.10 - - - -
0.10
59.17
59.25
0.00
0.00
14.64
14.64
15.98
15.97
0.10 - _ _ -
0.10
0.10
0.10
59.33
0.00
14.64
15.97
0.10 - - - -
0.10
59.42
0.00
14.64.
15.96
0.10 - - - -
0.10
0.00
14.64
15.95
0.10 - -
0.10
'59.50
59.58
0.00
14.64
15.95
_ _
0.10
0.10
59.67
0.00
14.64
15.94
0.10 - - - -
0.10
59.75
0.00
14.64
15.93
0.10 - - -
0.10
'59.83
0.00
14.64
15.93
0.10 - -
0.10
59.92
0.00
14.64
15.92
_ _
0.10
0.10
60.00
0.00
14.64
15.92
0.10 - - - -
0.10
60.08
60.17
0.00
0.00
14.63
14.63
15.91
15.90
0.09 - _ _ -
0.09
0.09
0.09
IContinues on next page...
I

THE KEYS
Page 16
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
Ids)
(ft)
(cfs)
(Cfs) (Cfs) (cfs) (Cfs) (Cfs)
(Cfs)
60.25
0.00
14.63
15.90
0.09 - - - -
0.09
I
60.33
0.00
14.63
15.89
0.09 - - - -
0.09
60.42
0.00
14.63
15.89
0.09 - - - -
0.09
60.50.
0.00
14.63
15.88
0.09 - - -
0.09
60.58
0.00
14.63
15.87
0.09 - -
0.09
60.67
0.00
14.63
15.87
_ _
0.09
0.09
60.75
0.00
14.63
15.86
0.09 - - - -
0.09
60.83
60.92
0.00
0.00
14.63
14.63
15.86
15.85
0.09 - _ _ -
0.09
0.09
0.09
61.00
0.00
14.63
15.84
0.09 - - - -
0.09
61.08
0.00
14.63
15.84
0.09 - - - -
0.09
61.17
0.00
14.63
15.83
0.09 - -
0.09
61.25
0.00
14.63
15.82
_ _
0.09
0.09
61.33
0.00
14.63
15.82
0.09 - - - -
0.09
61.42
0.00
14.63
15.81
0.09 -
0.09
'
61.50
0.00
14.63
15.81
0.09 - - -
0.09
61.58
0.00
14.63
15.80
_
0.09 - -
0.09
61.67
0.00
14.63
15.79
0.09 - - - -
0.09
61.75
0.00
14.63
15.79
0.09 - -
0.09
61.83
0.00
14.62
15.78
_ _
0.09
0.09
61.92
0.00
14.62
15.78
0.09 - - - -
0.09
62.00
0.00
14.62
15.77
0.09 - -
0.09
62.08
0.00
14.62
15.76
0.09 - -
0.09
62.17
0.00
14.62
15.76
_ _
0.09
0.09
62.25
0.00
14.62
15.75
0.09 - - - -
0.09
62.33
62.42
0.00
0.00
14.62
14.62
15.75
15.74
0.09 - _ _ -
0.09
0.09
0.09
62.50
0.00
14.62
15.73
0.09 - - - -
0.09
62.58
0.00
14.62
15.73
0.09 - - - -
0.09
62.67
0.00
14.62
15.72
0.09 - -
0.09
62.75
0.00
14.62
15.72
_ _
0.09
0.09
62.83
0.00
14.62
15.71
0.09 - - - -
0.09
62.92
0.00
14.62
15.71
0.09 - - - -
0.09
63.00
0.00
14.62
15.70
0.09 - -
0.09
63.08
0.00
14.62
15.69
_ _
0.09
0.09
63.17
0.00
14.62
15.69
0.09 - - - -
0.09
63.25
63.33
0.00
0.00
14.62
14.62
15.68
15.68
0.09 - _ _ -
0.09
0.09
63.42
0.00
14.62
15.67
0.09 - - - -
0.09
0.09
63.50
0.00
14.62
15.66
0.09 - - - -
0.09
'63.58
0.00
14.62
15.66
0.09 - -
0.09
63.67
0.00
14.61
15.65
_ _
0.09
0.09
63.75
0.00
14.61
15.65
0.09 - - - -
0_09
63.83
63.92
0.00
0.00
14.61
14.61
15.64
15.63
0.09 - _ _ -
0.09
0.09
0.09
64.00
0.00
14.61
15.63
0.09 - - - -
0.09
64.08
0.00
14.61
15.62
0.09 - - - -
0.09
64.17
0.00
14.61
15.62
0.09 - -
0.09
64.25
0.00
14.61
15.61
_ _
0.09
0.09
I
Continues on next page...

I
THE KEYS Page 17
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A
Weir B Weir C Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs)
(cfs) (Cfs) (cfs)
64.33
0.00
14.61
15.61
0.09 - -
- - 0.09
64.42
0.00
14.61
15.60
0.09 - -
- - 0.09
64.50
0.00
14.61
15.59
0.09 - -
- - 0.09
64.58
0.00
14.61
15.59
0.09 - -
- - 0.09
64.67
0.00
14.61
15.58
0.09 -
- 0.09
64.75
0.00
14.61
15.58
_
0.09
_
0.09
64.83
0.00
14.61
15.57
0.09 - -
- - 0.09
'
64.92
65.00
0.00
0.00
14.61
14.61
15.57
15.56
0.09 - _
0.09
_ - 0.09
0.09
65.08
0.00
14.61
15.55
0.09 - -
- - 0.09
65.17
0.00
14.61
15.55
0.09 - -
- - 0.09
65.25
0.00
14.61
15.54
0.09 -
- 0.09
65.33
0.00
14.61
15.54
_
0.09
_
0.09
65.42
0.00
14.61
15.53
0.09 - -
- - 0.09
65.50
0.00
14.60
15.52
0.09 - -
- 0.09
'
65.58
0.00
14.60
15.52
0.09 -
- 0.09
65.67
0.00
14.60
15.51
_
0.09
_
0.09
65.75
0.00
14.60
15.51
0.09 - -
- - 0.09
65.83
65.92
0.00
0.00
14.60
14.60
15.50
15.50
0.09 - _
0.09
_ - 0.09
0.09
66.00
0.00
14.60
15.49
0.09 - -
- - 0.09
66.08
0.00
14.60
15.48
0.09 - -
- - 0.09
1
66.17
0.00
14.60
15.48
0.09 -
- 0.09
66.25
0.00
14.60
15.47
_
0.09
_
0.09
66.33
0.00
14.60
15.47
0.09 - -
- - 0.09
66.
0.00
14.60
15.46
0.09
0.09
66.50 50
0.00
14.60
15.46
- _
0.09
_ -
0.09
66.58
0.00
14.60
15.45
0.09
- - 0.09
66.67
0.00
14.60
15.45
0.09 - -
- - 0.09
66.75
0.00
14.60
15.44
0.09 -
- 0.09
'
66.83
0.00
14.60
15.43
_
0.09
_
0.09
66.92
0.00
14.60
15.43
0.09 - -
- - 0.09
67.00
0.00
14.60
15.42
0.09 - -
- - 0.09
67.08
0.00
14.60
15.42
0.09 -
- 0.09
67.17
0.00
14.60
15.41
_
0.09
_
0.09
67.25
0.00
14.60
15.41
0.09 - -
- - 0.09
'67.33
67.42
0.00
0.00
14.59
14.59
15.40
15.39
0.09 - _
0.09
_ - 0.09
0.09
67.50
0.00
14.59
15.39
0.09 - -
- - 0.09
67.58
0.00
14.59
15.38
0.09 - -
- - 0.09
67.67
0.00
14.59
15.38
0.09 -
- 0.09
67.75
0.00
14.59
15.37
_
0.09
_
0.09
67.83
0.00
14.59
15.37
0.09 - -
- - 0.09
6.
68.00 00
0.00
0.00
14.59
14.59
15.36
15.36
0.09 - _
0.09
_ - 0.09
0.09
68.08
0.00
14.59
15.35
0.09
- 0.09
68.17
0.00
14.59
15.34
0.09 - -
- - 0.09
68.25
0.00
14.59
15.34
0.09 -
- 0.09
68.33
0.00
14.59
15.33
_
0.09
_
0.09
Continues on next page...

THE KEYS Pape 78
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B CUIV. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(Cfs) (Cfs) Ids) (Cfs) (Cfs)
(Cfs)
68.42
0.00
14.59
15.33
0.09 - -
0.09
68.50
0.00
14.59
15.32
_ _
0.09
0.09
68.58
0.00
14.59
15.32
0.09 - - - -
0.09
68.67
0.00
14.59
15.31
0.08 - - - -
0.08
1
68.75
0.00
14.59
15.31
0.08 - -
0.08
68.83
0.00
14.59
15.30
_ _
0.08
0.08
68.92
0.00
14.59
15.30
0.08 - - - -
0.08
'
69.00
69.08
0.00
0.00
14.59
14.59
15.29
15.28
0.08 - _ _ -
0.08
0.08
0.08
69.17
0.00
14.59
15.28
0.08 - - - -
0.08
69.25
0.00
14.58
15.27
0.08 - - - -
0.08
69.33
0.00
14.58
15.27
0.08 -
0.08
69.42
0.00
14.58
15.26
= _ _
0.08
0.08
69.50
0.00
14.58
15.26
0.08 - - - -
0.08
69.
0.00
14.58
15.25
0.08
0.08
69.67 67
0.00
14.58
15.25
_ _ -
0.08
0.08
69.75
0.00
14.58
15.24
0.08 -
0.08
69.83
0.00
14.58
15.24
0.08 - - - -
0.08
69.92
0.00
14.58
15.23
0.08 - -
0.08
70.00
0.00
14.58
15.22
_ _
0.08
0.08
70.08
0.00
14.58
15.22
0.08 - - - -
0.08
70.17
0.00
14.58
15.21
0.08 - - - -
0.08
'
70.25
0.00
14.58
15.21
0.08 - -
0.08
70.33
0.00
14.58
15.20
_ _
0.08
0.08
70.42
0.00
14.58
15.20
0.08 - - - -
0.08
'
70.5
70.58
0.00
0.00
14.58
14.58
15.19
15.19
0.08 - _ _ -
0.08
0.08
0,08
70.67
0.00
14.58
15.18
0.08 - - -
0.08
70.75
0.00
14.58
15.17
0.08 - - - -
0.08
70.83
0.00
14.58
15.17
0.08 - -
0.08
'
70.92
0.00
14.58
15.16
_ _
0.08
0.08
71.00
0.00
14.58
15.16
0.08 - - - -
0.08
71.08
0.00
14.58
15.15
0.08 - - -
0.08
71.17
0.00
14.58
15.15
0.08 - -
0.08
71.25
0.00
14.57
15.14
_ _
0.08
0.08
71.33
0.00
14.57
15.14
0.08 - - - -
0.08
'
71.42
71.50
0.00
0.00
14.57
14.57
15.13
15.12
0.08 - _ _ -
0.08
0.08
0.08
71.58
0.00
14.57
15.12
0.08 - - - -
0.08
71.67
0.00
14.57
15.11
0.08 - - - -
0.08
71.75
0.00
14.57
15.11
0.08 - -
0.08
I
71.83
0.00
14.57
15.10
_ _
0.08
0.08
71.92
0.00
14.57
15.10
0.08 - - - -
0.08
72,00
72.08
0.00
0.00
14,57
14.57
15.09
15.09
0.08 - - - -
0.08 - - - -
0.08
0.08
72.17
0.00
14.57
15.08
0.08 - - - -
0.08
72.25
0.00
14.57
15.07
0.08 - - - -
0.08
72.33
0.00
14.57
15.07
0.08 - -
0.08
72.42
0.00
14.57
15.06
_ _
0.08
0.08
' Continues on next page...

THE KEYS Page 78
Hydrograph Discharge Table
Time
Inflow
Elevation
Culv. A
Culy. B Culy. C WeirA Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (Cfs) (cfs) (Cfs)
(cfs)
72.50
0.00
14.57
15.06
0.08 - -
0.08
72.58
0.00
14.57
15.05
_ _
0.08
0.08
72.67
0.00
14.57
15.05
0.08 - - - -
0.08
72.75
0.00
14.57
15.04
0.08 - - - -
0.08
'
72.83
0.00
14.57
15.04
0.08 - -
0.08
72.92
0.00
14.57
15.03
_ _
0.08
0.08
73.00
0.00
14.57
15.03
0.08 - - - -
0.08
I
73.011
73.17
0.00
0.00
14.57
14.57
15.02
15.01
0.08 - _ _ -
0.08
0.08
0.08
73.25
0.00
14.57
15.01
0.08 - - - -
0.08
73.33
0.00
14.56
15.00
0.08 - - - -
0.08
73.42
0.00
14.56
15.00
0.08 - -
0.08
73.50
0.00
14.56
14.99
_ _
0.08
0.08
73.58
0.00
14.56
14.99
0.08 - - - -
0.08
73.67
0.00
14.56
14.98
0.08 - - - -
0.08
'
73.75
0.00
14.56
14.98
0.08 -
0.08
73.83
0.00
14.56
14.97
_ _
0.08 -
0.08
73.92
0.00
14.56
14.97
0.08 - - - -
0.08
74.00
74.08
0.00
0.00
14.56
14.50
14.96
14.96
0.08 - _ _ -
0.08
0.08
0.08
74.17
0.00
14.56
14.95
0.08 - - - -
0.08
74.25
0.00
14.56
14.94
0.08 - - - -
0.08
74.33
0.00
14.56
14.94
0.08 -
0.08
74.42
0.00
14.56
14.93
= _ _
0.08
0.08
74.50
0.00
14.56
14.93
0.08 - - - -
0.08
74.58
0.00
14.56
14.92
0.08 -
0.08
'74.67
0.00
14.56
14.92
0.08 - -
0.08
74.75
0.00
14.56
14.91
_ _
0.08
0.08
74.83
0.00
14.56
14.91
0.08 - - - - '
0.08
74.92
75.00
0.00
0.00
14.56
14.56
14.90
14.90
0.08 - _ _ -
0.08
0.08
75.08
0.00
14.56
14.89
0.08 - - - -
0.08
0.08
75.17
0.00
14.56
14.89
0.08 - - - -
0.08
75.25
0.00
14.56
14.88
0.08 - -
0.08
75.33
0.00
14.56
14.88
_ _
0.08
0.08
75.42
0.00
14.55
14.87
0.08 - - - -
0.08
'75.50
75.58
0.00
0.00
14.55
14.55
14.87
14.86
0.08 - _ _ -
0.08
0.08
0.08
75.67
0.00
14.55
14.86
0.08 - - - -
0.08
75.75
0.00
14.55
14.85
0.08 - - - -
0.08
75.83
0.00
14.55
14.84
0.08 - -
0.08
75.92
0.00
14.55
14.84
_ _
0.08
0.08
76.00
0.00
14.55
14.83
0.08 - - - -
0.08
0.00
14.55
14.83
0.08
0.08
'76.17
76.17
0.00
14.55
14.82
- _ _ -
0.08
0.08
76.25
0.00
14.55
14.82
0.08
0.08
76.33
0.00
14.55
14.81
0.08 - - - -
0.08
76.42
76.50
0.00
0.00
14.55
14.55
14.81
0.08 - _ _ -
0.08
14.80
0.08
0.08
Continues on next page...
I

THE KEYS
Hydrograph Discharge Table
Page 20
Time
Inflow
Elevation
Culv. A
Culy. B CUIV. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(CIS)
(cfs) (Cfs) (Cfs) (Cfs) (cfs)
(cfs)
76.58
0.00
14.55
14.80
0.08 - - - -
0.08
76.67
0.00
14.55
14.79
0.08 - - - -
0.08
76.75
0.00
14.55
14.79
0.08 - - - -
0.08
76.83
0.00
14.55
14.78
0.08 - - - -
0.08
76.92
0.00
14.55
14.78
0.08 - - - -
0.08
77.00
0.00
14.55
14.77
0.07 - - - -
0.07
77.08
0.00
14.55
14.77
0.07 - - - -
0.07
77.17
0.00
14.55
14.76
0.07 - - - -
0.07
77.25
0.00
14.55
14.76
0.07 - - - -
0.07
77.33
0.00
14.55
14.75
0.07 - - - -
0.07
77.42
0.00
14.55
14.75
0.07 - - - -
0.07
77.50
0.00
14.55
14.74
0.07 - - - -
0.07
77.58
0.00
14.54
14.74
0.07 - - - -
0.07
77.67
0.00
14.54
14.73
0.07 - - - -
0.07
77.75
0.00
14.54
14.73
0.07 - - - -
0.07
77.83
0.00
14.54
14.72
0.07 - - - -
0.07
77.92
0.00
14.54
14.72
0.07 - - - -
0.07
78.00
0.00
14.54
14.71
0.07 - - - -
0.07
78.08
0.00
14.54
14.71
0.07 - - - -
0.07
78.17
0.00
14.54
14.70
0.07 - - - -
0.07
78.25
0.00
14.54
14.70
0.07 - - - -
0.07
78.33
0.00
14.54
14.69
0.07 - - - -
0.07
78.42
0.00
14.54
14.69
0.07 - - - -
0.07
78.50
0.00
14.54
14.68
0.07 - - - -
0.07
78.58
0.00
14.54
14.68
0.07 - - - -
0.07
78.67
0.00
14.54
14.67
0.07 - - - -
0.07
78.75
0.00
14.54
14.67
0.07 - - - -
0.07
78.83
0.00
14.54
14.66
0.07 - - - -
0.07
78.92
0.00
14.54
14.66
0.07 - - - -
0.07
79.00
0.00
14.54
14.65
0.07 - - - -
0.07
79.08
0.00
14.54
14.65
0.07 - - - -
0.07
79.17
0.00
14.54
14.64
0.07 - - - -
0.07
79.25
0.00
14.54
14.64
0.07 - - - -
0.07
79.33
0.00
14.54
14.63
0.07 - - - -
0.07
79.42
0.00
14.54
14.63
0.07 - - - -
0.07
79.50
0.00
14.54
14.62
0.07 - - - -
0.07
79.58
0.00
14.54
14.62
0.07 - - - -
0.07
79.67
0.00
14.54
14.61
0.07 - - - -
0.07
79.75
0.00
14.54
14.61
0.07 - - - -
0.07
79.83
0.00
14.53
14.60
0.07 - - - -
0.07
79.92
0.00
14.53
14.60
0.07 - - - -
0.07
80.00
0.00
14.53
14.59
0.07 - - - -
0.07
80.08
0.00
14.53
14.59
0.07 - - - -
0.07
80.17
0.00
14.53
14.58
0.07 - - - -
0.07
80.25
0.00
14.53
14.58
0.07 - - - -
0.07
80.33
0.00
14.53
14.57
0.07 - - - -
0.07
80.42
0.00
14.53
14.57
0.07 - - - -
0.07
80.50
0.00
14.53
14.56
0.07 - - - -
0.07
80.58
0.00
14.53
14.56
0.07 - - - -
0.07
Continues on next page...
r

I
i
THE KEYS
Hydrograph Discharge Table
Page 21
Time
Inflow
Elevation
Culy. A
Culy. B CUIV. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
Ids) (Cfs) (Cfs) (Cfs) (Cfs)
(Cfs)
80.67
0.00
14.53
14.55
0.07 - - - -
0.07
80.75
0.00
14.53
14.55
0.07 - - - --
0.07
80.83
0.00
14.53
14.54
0.07 - - - -
0.07
80.92
0.00
14.53
14.54
0.07 - - - -
0.07
81.00
0.00
14.53
14.54
0.07 - - - -
0.07
81.08
0.00
14.53
14.53
0.07 - - - -
0.07
81.17
0.00
14.53
14.53
0.07 - - - -
0.07
81.25
0.00
14.53
14.52
0.07 - - - -
0.07
81.33
0.00
14.53
14.52
0.07 - - - -
0.07
81.42
0.00
14.53
14.51
0.07 - - - -
0.07
81.50
0.00
14.53
14.51
0.07 - - - -
0.07
81.58
0.00
14.53
14.50
0.07 - - - -
0.07
81.67
0.00
14.53
14.50
0.07 - - - -
0.07
81.75
0.00
14.53
14.49
0.07 - - - -
0.07
81.83
0.00
14.53
14.49
0.07 - - - -
0.07
81.92
0.00
14.53
14.48
0.07 - - - -
0.07
82.00
0.00
14.53
14.48
0.07 - - - -
0.07
82.08
0.00
14.53
14.47
0.07 - - - -
0.07
82.17
0.00
14.52
14.47
0.07 - - - -
0.07
82.25
0.00
14.52
14.46
0.07 - - - -
0.07
82.33
0.00
14.52
14.46
0.07 - - - -
0.07
82.42
0.00
14.52
14.45
0.07 - - - -
0.07
82.50
0.00
14.52
14.45
0.07 - - - -
0.07
82.58
0.00
14.52
14.44
0.07 - - - -
0.07
82.67
0.00
14.52
14.44
0.07 - - - -
0.07
82.75
0.00
14.52
14.44
0.07 - - - -
0.07
82.83
0.00
14.52
14.43
0.07 - - - -
0.07
82.92
0.00
14.52
14.43
0.07 - - - -
0.07
83.00
0.00
14.52
14.42
0.07 - - - -
0.07
83.08
0.00
14.52
14.42
0.07 - - - -
0.07
83.17
0.00
14.52
14.41
0.07 - - - -
0.07
83.25
0.00
14.52
14.41
0.07 - - - -
0.07
83.33
0.00
14.52
14.40
0.07 - - - -
0.07
83.42
0.00
14.52
14.40
0.07 - - - -
0.07
83.50
0.00
14.52
14.39
0.07 - - - -
0.07
83.58
0.00
14.52
14.39
0.07 - - - -
0.07
83.67
0.00
14.52
14.38
0.07 - - - -
0.07
83.75
0.00
14.52
14.38
0.07 - - - -
0.07
83.83
0.00
14.52
14.37
0.07 - - - -
0.07
83.92
0.00
14.52
14.37
0.07 - - - -
0.07
84.00
0.00
14.52
14.36
0.07 - - - -
0.07
84.08
0.00
14.52
14.36
0.07 - - - -
0.07
84.17
0.00
14.52
14.35
0.07 - - - -
0.07
84.25
0.00
14.52
14.35
0.07 - - - -
0.07
84.33
0.00
14.52
14.35
0.07 - - - -
0.07
84.42
0.00
14.52
14.34
0.07 - - - -
0.07
84.50
0.00
14.52
14.34
0.07 - - - -
0.07
84.58
0.00
14.52
14.33
0.07 - - - -
0.07
84.67
0.00
14.51
14.33
0.07 - - - -
0.07
Continues on next page...
r

THE KEYS - Page 72
' Hydrograph Discharge Table
'
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (Cfs) (Cfs) (cfs)
(Cfs)
84.75
0.00
14.51
14.32
0.06 - -
0.06
'
84.83
0.00
14.51
14.32
_ _
0.06
0.06
84.92
0.00
14.51
14.31
0.06 - - - -
0.06
85.00
0.00
14.51
14.31
0.06 - - - -
0.06
'
85.08
0.00
14.51
14.30
0.06 - -
0.06
85.17
0.00
14.51
14.30
_ _
0.06
0.06
85.25
0.00
14.51
14.29
0.06 - - - -
0.06
85.33
85.42
0,00
0.00
14,51
14.51
14.29
14.28
0.00 - _ _ -
0.06
0.06
0.06
85.50
0.00
14.51
14.28
0.06 - - - -
0.06
85.58
0.00
14.51
14.28
0.06 - - - -
0.06
85.67
0.00
14.51
14.27
0.06 - -
0.06
85.75
0.00
14.51
14.27
_ _
0.06
0.06
85.83
0.00
14.51
14.26
0.06 - - - -
0.06
85.92
0.00
14.51
14.26
0.06 - - -
0.06
'
86.00
0.00
14.51
14.25
0.06 - -
0.06
86.08
0.00
14.51
14.25
_ _
0.06 -
0.06
86.17
0.00
14.51
14.24
0.06 - - - -
0.06
86.25
86.33
0.00
0.00
14.51
14.51
14.24
14.23
0.06 - _ _ -
0.06
0.06
86.42
0.00
14.51
14.23
0.06 - - - -
0.06
0.06
86.50
0.00
14.51
14.23
0.06 - - - -
0.06
86.58
0.00
14.51
14.22
0.06 - -
0.06
86.67
0.00
14.51
14.22
_ _
0.06
0.06
86.75
0.00
14.51
14.21
0.06 - - - -
0.06
86.
0.00
14.51
14.21
0.06
0.06
86.92 92
0.00
14.51
14.20
- _ _ -
0.06
006
87.00
0.00
14.51
14.20
0.06 - -
0.06
87.08
0.00
14.51
14.20
0.06 - - - -
0.06
87.17
0.00
14.51
14.19
0.06 - -
0.06
'
87.25
0.00
14.50
14.19
_ _
0.06
0.06
87.33
0.00
14.50
14.18
0.06 - - - -
0.06
87.42
0.00
14.50
14.18
0.06 - - - -
0.06
I
87.50
0.00
14.50
14.17
0.06 - -
0.06
87.58
0.00
14.50
14.17
_ _
0.06
0.06
87.67
0.00
14.50
14.17
0.06 - - - -
0.06
87.75
87.83
0.00
0.00
14.50
14.50
14.16
14.16
0.06 - _ _ -
0.06
0.06
0.06
87.92
0.00
14.50
14.15
0.06 - - - -
0.06
88.00
0.00
14.50
14.15
0.06 - - - -
0.06
88.08
0.00
14.50
14.14
0.06 - -
0.06
88.17
0.00
14.50
14.14
_ _
0.06
0.06
88.25
0.00
14.50
14.14
0.06 - - - -
0.06
88.
88.42 42
0.00
0.00
14.50
14.50
14.13
14.13
0.06 - _ _ -
0.06
0.06
0,06
88.50
0.00
14.50
14.12
0.06 - - -
0.06
88.58
0.00
14.50
14.12
0.06 - - - -
0.06
88.67
0.00
14.50
14.11
0.06 - -
0.06
88.75
0.00
14.50
14.11
_ _
0.06
0.06
Continues on next page...

THE KEYS
Hydrograph Discharge Table
Page 23
Time
Inflow
Elevation
Culy. A
Culv. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) Ids) (cfs) Ids)
(cfs)
88.83
0.00
14.50
14.11
0.06 - - - -
0.06
88.92
0.00
14.50
14.10
0.06 - - - -
0.06
89.00
0.00
14.50
14.10
0.06 - - - -
0.06
89.08
0.00
14.50
14.09
0.06 - - - -
0.06
89.17
0.00
14.50
14.09
0.06 - - -
0.06
89.25
0.00
14.50
14.09
0.06 - - - -
0.06
89.33
0.00
14.50
14.08
0.06 - - - -
0.06
89.42
0.00
14.50
14.08
0.06 - - - -
0.06
89.50
0.00
14.50
14.07
0.06 - - - -
0.06
89.58
0.00
14.50
14.07
0.06 - - - -
0.06
89.67
0.00
14.50
14.07
0.06 - - - -
0.06
89.75
0.00
14.50
14.06
0.06 - - -
0.06
89.83
0.00
14.50
14.06
0.06 - - - -
0.08
89.92
0.00
14.50
14.05
0.05 - - - -
0.05
90.00
0.00
14.50
14.05
0.05 - - - -
0.05.
90.08
0.00
14.50
14.05
0.05 - - - -
0.05
90.17
0.00
14.49
14.04
0.05 - - - -
0.05
90.25
0.00
14.49
14.04
0.05 - - - -
0.05
90.33
0.00
14.49
14.03
0.05 - - - -
0.05
90.42
0.00
14.49
14.03
0.05 - - - -
0.05
90.50
0.00
14.49
14.03
0.05 - - - -
0.05
90.58
0.00
14.49
14.02
0.05 - - - -
0.05
90.67
0.00
14.49
14.02
0.05 - - - -
0.05
90.75
0.00
14.49
14.02
0.05 - - - -
0.05
90.83
0.00
14.49
14.01
0.05 - - - -
0.05
90.92
0.00
14.49
14.01
0.05 - - - -
0.05
91.00
0.00
14.49
14.00
0.05 - - - -
0.05
91.08
0.00
14.49
14.00
0.05 - - - -
0.05
91.17
0.00
14.49
14.00
0.05 - - - -
0.05
91.25
0.00
14.49
13.99
0.05 - - - -
0.05
91.33
0.00
14.49
13.99
0.05 - - - -
0.05
91.42
0.00
14.49
13.98
0.05 - - - -
0.05
91.50
0.00
14.49
13.98
0.05 - - - -
0.05
91.58
0.00
14.49
13.98
0.05 - - - -
0.05
91.67
0.00
14.49
13.97
0.05 - - - -
0.05
91.75
0.00
14.49
13.97
0.05 - - - -
0.05
91.83
0.00
14.49
13.97
0.05 - - - -
0.05
91.92
0.00
14.49
13.96
0.05 - - - -
0.05
92.00
0.00
14.49
13.96
0.05 - - - -
0.05
92.08
0.00
14.49
13.95
0.05 - - - -
0.05
92.17
0.00
14.49
13.95
0.05 - - - -
0.05
92.25
0.00
14.49
13.95
0.05 - - - -
0.05
92.33
0.00
14.49
13.94
0.05 - - - -
0.05
92.42
0.00
14.49
13.94
0.05 - - - -
0.05
92.50
0.00
14.49
13.94
0.05 - - - -
0.05
92.58
0.00
14.49
13.93
0.05 - - - -
0.05
92.67
0.00
14.49
13.93
0.05 - - - -
0.05
92.75
0.00
14.49
13.93
0.05 - - - -
0.05
92.83
0.00
14.49
13.92
0.05 - - - -
0.05
Continues on next page...

' THE KEYS Page 24
Hydrograph Discharge Table
Time
Inflow
Elevation
Culv. A
Culy. B Culy. C Weir A
Weir B Weir C Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (Cfs)
(Cfs) (cfs) (Cfs)
92.92
0.00
14.49
13.92
0.05 -
- 0.05
93.00
0.00
14.49
13.91
_
0.05
_
0.05
93.08
0.00
14.49
13.91
0.05 - -
- - 0.05
93.17
0.00
14.49
13.91
0.05 - -
- 0.05
'
93.25
0.00
14.49
13.90
0.05 -
- 0.05
93.33
0.00
14.48
13.90
_
0.05
_
0.05
93.42
0.00
14.48
13.90
0.05 - -
- - 0.05
93.50
93.58
0.00
0.00
14.48
14.48
13.89
13.89
0.05 - _
0.05
_ - 0.05
0.05
93.67
0.00
14.48
13.89
0.05 - -
- - 0.05
93.75
0.00
14.48
13.88
0.05 - -
- - 0.05
93.83
0.00
14.48
13.88
0.05 -
- 0.05
'
93.92
0.00
14.48
13.88
_
0.05
_
0.05
94.00
0.00
14.48
13.87
0.05 - -
- - 0.05
94.08
0.00
14.48
13.87
0.05 -
0.05
94.17
0.00
14.48
13.87
0.05 -
- 0.05
94.25
0.00
14.48
13.86
_
0.05
_
- 0.05
94.33
0.00
14.48
13.86
0.05 - -
- - 0.05
94.42
0.00
14.48
13.86
0.05 -
- 0.05
94.50
0.00
14.48
13.85
_
0.05
_
0.05
94.58
0.00
14.48
13.85
0.05 - -
- - 0.05
94.67
0.00
14.48
13.85
0.05 - -
- - 0.05
1
94.75
0.00
14.48
13.84
0.05 -
- 0.05
94.83
0.00
14.48
13.84
_
0.05
_
0.05
94.92
0.00
14.48
13.84
0.05 - -
- - 0.05
95.00
95.08
0.00
0.00
14.48
14.48
13.83
13.83
0.05 - _
0.05
_ - 0.05
0.05
95.17
0.00
14.48
13.82
0.05 - -
- - 0.05
95.25
0.00
14.48
13.82
0.05 - -
- - 0.05
95.33
0.00
14.48
13.82
0.05 -
- 0.05
'
95.42
0.00
14.48
13.81
_
0.05
_
0.05
95.50
0.00
14.48
13.81
0.05 - -
- - 0.05
95.58
0.00
14.48
13.81
0.05 - -
- - 0.05
95.67
0.00
14.48
13.81
0.05 -
0.05
95.75
0.00
14.48
13.80
_
0.05
_
_ 0.05
95.83
0.00
14.48
13.80
0.05 - -
- - 0.05
95.92
96.00
0.00
0.00
14.48
14.48
13.80
13.79
0.05 - _
0.05
_ - 0.05
0.05
96.08
0.00
14.48
13.79
0.04 - -
- - 0.04
96.17
0.00
14.48
13.79
0.04 - -
- - 0.04
'
96.25
0.00
14.48
13.78
0.04 -
0.04
96.33
0.00
14.48
13.78
0.04 -
- - 0.04
96.42
0.00
14.48
13.78
0.04 - -
- - 0.04
96.50
96.58
0.00
0.00
14.48
14.48
13.77
13.77
0.04 - _
0.04
_ - 0.04
0.04
96.67
0.00
14.48
13.77
0.04 - -
- - 0.04
96.75
0.00
14.48
13.76
0.04 - -
- - 0.04
0.00
14.48
13.76
0.04 -
0.04
'96.83
96.92
0.00
14.47
13.76
_
0.04
_ =
0.04
rContinues
on next page...
r

I
THE KEYS
' Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(Cfs) (Cfs) (Cfs) (Cfs) (Cfs)
(cfs)
'
97.00
97.08
0.00
0.00
14.47
14.47
13.75
13.75
0.04 - _ _ -
0.04
0.04
0.04
97.17
0.00
14.47
13.75
0.04 - - - -
0.04
97.25
0.00
14.47
13.74
0.04 - - - -
0_04
'
97.33
0.00
14.47
13.74
0.04 - -
0.04
97.42
0.00
14.47
13:74
_ _
0.04
0.04
97.50
0.00
14.47
13.73
0.04 - - - -
0.04
97.58
97.67
0.00
0.00
14.47
14.47
13.73
13.73
0.04 - _ _ -
0.04
0.04
97.75
0.00
14.47
13.73
0.04 - - - -
0.04
0.04
97.83
0.00
14.47
13.72
0.04 - - - -
0.04
97.92
0.00
14.47
13.72
0.04 - -
0.04
98.00
0.00
14.47
13.72
_ _
0.04
0.04
98.08
0.00
14.47
13.71
0.04 - - - -
0.04
98.17
0.00
14.47
13.71
0.04 - - - -
0.04
'
98.25
0.00
14.47
13.71
0.04 - . -
0.04
98.33
0.00
14.47
13.70
_ _
0.04
0 04
98.42
0.00
14.47
13.70
0.04 - - - -
0.04
'
98.50
98.58
0.00
0.00
14.47
14.47
13.70
13.70
0.04 - _ _ -
0.04
0.04
0.04
98.67
0.00
14.47
13.69
0.04 - - - -
0.04
98.75
0.00
14.47
13.69
0.04 - - - -
0.04
98.83
0.00
14.47
13.69
0.04 -
0.04
98.92
0.00
14.47
13.68
_
0.04 _ _
0_04
99.00
0.00
14.47
13.68
0.04 - - - -
0.04
99.08
0.00
14.47
13.68
0.04
0.04
99.17
0.00
14.47
13.67
0.04 - -
0.04
99.25
0.00
14.47
13.67
_ _
0.04 -
0.04
99.33
0.00
14.47
13.67
0.04 - - - -
0.04
99.42
99.50
0.00
0.00
14.47
14.47
13.67
13.66
0.04 - _ _ -
0.04
0.04
0.04
99.58
0.00
14.47
13.66
0.04 - - - -
0.04
99.67
0.00
14.47
13.66
0.04 - - - -
0.04
0.00
14.47
13.65
0.04 - -
0.04
'99.75
99.83
0.00
14.47
13.65
_ _
0.04
0.04
99.92
0.00
14.47
13.65
0.04 - - - -
0.04
'100.00
100.08
0.00
0.00
14.47
14.47
13.65
13.64
0.04 - _ _ -
0.04
0.04
100.17
0.00
14.47
13.64
0.04 - - - -
0.04
0.04
100.25
0.00
14.47
13.64
0.04 - - - -
0.04
100.33
0.00
14.47
13.63
0.04 - -
0.04
100.42
0.00
14.47
13.63
_ _
0.04
0.04
100.50
0.00
14.47
13.63
0.04 - - - -
0.04
100.58
0.00
14.47
13.63
0.04
0.04
100.67
0.00
14.47
13.62
0.04 - -
0.04
100.75
0.00
14.47
13.62
_ _
0.04 -
0.04
100.83
0.00
14.47
13.62
0.04 - - - -
0.04
0.00
14.46
13.62
0.04 - -
0.04
'100.92
101.00
0.00
14.46
13.61
_ _
0.04
0.04
Continues on next page...

I
THE KEYS Page 26
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (Cfs) (Cfs) (Cfs)
(Cfs)
101.08
0.00
14.46
13.61
0.04 - -
0.04
'
101.17
0.00
14.46
13.61
_ _
0.04
0.04
101.25
0.00
14.46
13.60
0.04 - - - -
0.04
101.33
0.00
14.46
13.60
0.04 - - - _
0.04
101.42
0.00
14.46
13.60
0.04 - -
0.04
101.50
0.00
14.46
13.60
_ _
0.04
0.04
101.58
0.00
14.46
13.59
0.04 - - - -
0.04
101.67
101.75
0.00
0.00
14.46
14.46
13.59
13.59
0.04 - _ _ -
0.04
0.04
0.04
101.83
0.00
14.46
13.59
0.04 - - - -
0.04
101.92
0.00
14.46
13.58
0.04 - - - _
0.04
102.00
0.00
14.46
13.58
0.04 - -
0.04
1
102.08
0.00
14.46
13.58
_ _
0.04
0.04
102.17
0.00
14.46
13.57
0.04 - - - -
0,04
102.25
0.00
14.46
13.57
0.04 - - - -
0.04
102.33
0.00
14.46
13.57
0.04 -
0.04
102.42
0.00
14.46
13.57
_ _ =
0.04
0.04
102.50
0.00
14.46
13.56
0.04 - - - -
0.04
'
102.58
102.67
0.00
0.00
14.46
14.46
13.56
13.56
0.04 - _ _ -
0.04
0.04
0_04
102.75
0.00
14.46
13.56
0.04 - - - -
0.04
102.83
0.00
14.46
13.55
0.04 - - - -
0.04
102.92
0.00
14.46
13.55
0.04 - -
0.04
'
103.00
0.00
14.46
13.55
_ _
0.04
0.04
103.08
0.00
14.46
13.55
0.04 - - - -
0.04
103.17
0.00
14.46
13.54
0.04
0.04
'
103.25
0.00
14.46
13.54
0.04 - - -
0.04
103.33
0.00
14.46
13.54
_
0.04 - -
0.04
103.42
0.00
14.46
13.53
0.04 - - - -
0.04
103.50
0.00
14.46
13.53
0.04 - -
0.04
'
103.58
0.00
14.46
13.53
_ _
0.04
0.04
103.67
0.00
14.46
13.53
0.03 - - - -
0.03
103.75
0.00
14.46
13.52
0.03 - - - -
0.03
'
103.83
0.00
14.46
13.52
0.03 - -
0.03
103.92
0.00
14.46
13.52
_ _
0.03
0.03
104.00
0.00
14.46
13.52
0.03 - - - -
0.03
104.08
104.17
0.00
0.00
14.46
14.46
13.51
13.51
0.03 - _ _ -
0.03
0.03
0.03
104.25
0.00
14.46
13.51
0.03 - - - -
0.03
104.33
0.00
14.46
13.51
0.03 - - - -
0.03
104.42
0.00
14.46
13.50
0.03 - -
0.03
104.50
0.00
14.46
13.50
_ _
0.03
0.03
104.58
0.00
14.46
13.50
0.03 - - - -
0.03
'104.
104.75 75
0.00
0.00
14.46
14.46
13.49
13.49
0.03 - _ _ -
0.03
0.03
0.03
104.83
0.00
14.46
13.49
0.03 - -
0.03
104.92
0.00
14.46
13.49
0.03 - - - -
0.03
0.00
14.46
13.48
0.03 - -
0.03
'105.00
105.08
0.00
14.46
13.48
_ _
0.03
0.03
Continues on next page...

I
[1
I
THE KEYS page 27
Hydrograph Discharge Table
Time
Inflow
Elevation
Culv. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (Cfs) (Cfs) (Cfs) (Cfs)
(Cfs)
105.17
0.00
14.46
13.48
0.03 - - - -
0.03
105.25
0.00
14.46
13.48
0.03 - - - -
0.03
105.33
0.00
14.46
13.47
0.03 - - - -
0.03
105.42
0.00
14.46
13.47
0.03 - - - -
0.03
105.50
0.00
14.46
13.47
0.03 - - - -
0.03
105.58
0.00
14.45
13.47
0.03 - - - -
0.03
105.67
0.00
14.45
13.46
0.03 - - - -
0.03
105.75
0.00
14.45
13.46
0.03 - - - -
0.03
105.83
0.00
14.45
13.46
0.03 - - - -
0.03
105.92
0.00
14.45
13.46
0.03 - - - -
0.03
106.00
0.00
14.45
13.45
0.03 - - - -
0.03
106.08
0.00
14.45
13.45
0.03 - - - -
0.03
106.17
0.00
14.45
13.45
0.03 - - - -
0.03
106.25
0.00
14.45
13.45
0.03 - - - -
0.03
106.33
0.00
14.45
13.44
0.03 - - - -
0.03
106.42
0.00
14.45
13.44
0.03 - - - -
0.03
106.50
0.00
14.45
13.44
0.03 - - - -
0.03
106.58
0.00
14.45
13.44
0.03 - - - -
0.03
106.67
0.00
14.45
13.43
0.03 - - - -
0.03
106.75
0.00
14.45
13.43
0.03 - - - -
0.03
106.83
0.00
14.45
13.43
0.03 - - - -
0.03
106.92
0.00
14.45
13.43
0.03 - - - -
0.03
107.00
0.00
14.45
13.42
0.03 - - - -
0.03
107.08
0.00
14.45
13.42
0.03 - - - -
0.03
107.17
0.00
14.45
13.42
0.03 - - - -
0.03
107.25
0.00
14.45
13.42
0.03 - - - -
0.03
107.33
0.00
14.45
13.42
0.03 - - - -
0.03
107.42
0.00
14.45
13.41
0.03 - - - -
0.03
107.50
0.00
14.45
13.41
0.03 - - - -
0.03
107.58
0.00
14.45
13.41
0.03 - - - -
0.03
107.67
0.00
14.45
13.41
0.03 - - - -
0.03
107.75
0.00
14.45
13.40,
0.03 - - - -
0.03
107.83
0.00
14.45
13.40
0.03 - - - -
0.03
107.92
0.00
14.45
13.40
0.03 - - - -
0.03
108.00
0.00
14.45
13.40
0.03 - - - -
0.03
108.08
0.00
14.45
13.39
0.03 - - - -
0.03
108.17
0.00
14.45
13.39
0.03 - - - -
0.03
108.25
0.00
14.45
13.39
0.03 - - - -
0.03
108.33
0.00
14.45
13.39
0.03 - - - -
0.03
108.42
0.00
14.45
13.39
0.03 - - - -
0.03
108.50
0.00
14.45
13.38
0.03 - - - -
0.03
108.58
0.00
14.45
13.38
0.03 - - - -
0.03
108.67
0.00
14.45
13.38
0.03 - - - -
0.03
108.75
0.00
14.45
13.38
0.03 - - - -
0.03
108.83
0.00
14.45
13.37
0.03 - - - -
0.03
108.92
0.00
14.45
13.37
0.03 - - - -
0.03
109.00
0.00
14.45
13.37
0.03 - - - -
0.03
109.08
0.00
14.45
13.37
0.03 - - - -
0.03
109.17
0.00
14.45
13.37
0.03 - - - -
0.03
Continues on next page...

THE KEYS
L
11
Hydrograph Discharge Table
Page 28
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (Cfs) (Cfs) (Cfs)
(cfs)
109.25
0.00
14.45
13.36
0.03 - - - -
0.03
109.33
0.00
14.45
13.36
0.03 - - - -
0.03
109.42
0.00
14.45
13.36
0.03 - - - -
0.03
109.50
0.00
14.45
13.36
0.03 - - - -
0.03
109.58
0.00
14.45
13.35
0.03 - - - -
0.03
109.67
0.00
14.45
13.35
0.03 - - - -
0.03
109.75
0.00
14.45
13.35
0.03 - - - -
0.03
109.83
0.00
14.45
13.35
0.03 - - - -
0.03
109.92
0.00
14.45
13.35
0.03 - - - -
0.03
110.00
0.00
14.45
13.34
0.03 - - - -
0.03
110.08
0.00
14.45
13.34
0.03 - - - -
0.03
110.17
0.00
14.45
13.34
0.03 - - - -
0.03
110.25
0.00
14.45
13.34
0.03 - - - -
0.03
110.33
0.00
14.45
13.33
0.03 - - - -
0.03
110.42
0.00
14.45
13.33
0.03 - - - -
0.03
110.50
0.00
14.45
13.33
0.03 - - - -
0.03
110.58
0.00
14.45
13.33
0.03 - - - -
0.03
110.67
0.00
14.45
13.33
0.03 - - - -
0.03
110.75
0.00
14.45
13.32
0.03 - - - -
0.03
110.83
0.00
14.45
13.32
0.03 - - - -
0.03
110.92
0.00
14.45
13.32
0.03 - - - -
0.03
111.00
0.00
14.45
13.32
0.03 - - - -
0.03
111.08
0.00
14.44
13.32
0.03 - - - -
0.03
111.17
0.00
14.44
13.31
0.03 - - - -
0.03
111.25
0.00
14.44
13.31
0.03 - - - -
0.03
111.33
0.00
14.44
13.31
0.03 - - - -
0.03
111.42
0.00
14.44
13.31
0.03 - - - -
0.03
111.50
0.00
14.44
13.31
0.03 - - - -
0.03
111.58
0.00
14.44
13.30
0.03 - - - -
0.03
111.67
0.00
14.44
13.30
0.03 - - - -
0.03
111.75
0.00
14.44
13.30
0.03 - - - -
0.03
111.83
0.00
14.44
13.30
0.03 - - - -
0.03
111.92
0.00
14.44
13.30
0.03 - - - -
0.03
112.00
0.00
14.44
13.29
0.03 - - - -
0.03
112.08
0.00
14.44
13.29
0.03 - - - -
0.03
112.17
0.00
14.44
13.29
0.03 - - - -
0.03
112.25
0.00
14.44
13.29
0.03 - - - -
0.03
112.33
0.00
14.44
13.29
0.03 - - - -
0.03
112.42
0.00
14.44
13.28
0.03 - - - -
0.03
112.50
0.00
14.44
13.28
0.03 - - - -
0.03
112.58
0.00
14.44
13.28
0.03 - - - -
0.03
112.67
0.00
14.44
13.28
0.03 - - - -
0.03
112.75
0.00
14.44
13.28
0.03 - - - -
0.03
112.83
0.00
14.44
13.27
0.03 - - - -
0.03
112.92
0.00
14.44
13.27
0.03 - - - -
0.03
113.00
0.00
14.44
13.27
0.02 - - - -
0.02
113.08
0.00
14.44
13.27
0.02 - - - -
0.02
113.17
0.00
14.44
13.27
0.02 - - - -
0.02
113.25
0.00
14.44
13.26
0.02 - - - -
0.02
Continues on next page...

THE KEYS
Hydrograph Discharge Table
Page 29
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
113.33
0.00
14.44
13.26
0.02 - - - -
0.02
113.42
0.00
14.44
13.26
0.02 - - - -
0.02
113.50
0.00
14.44
13.26
0.02 - - - -
0.02
113.58
0.00
14.44
13.26
0.02 - - - -
0.02
113.67
0.00
14.44
13.26
0.02 - - - -
0.02
113.75
0.00
14.44
13.25
0.02 - - - -
0.02
113.83
0.00
14.44
13.25
0.02 - - - -
0.02
113.92
0.00
14.44
13.25
0.02 - - - -
0.02
114.00
0.00
14.44
13.25
0.02 - - - -
0.02
114.08
0.00
14.44
13.25
0.02 - - - -
0.02
114.17
0.00
14.44
13.24
0.02 - - - -
0.02
114.25
0.00
14.44
13.24
0.02 - - - -
0.02
114.33
0.00
14.44
13.24
0.02 - - - -
0.02
114.42
0.00
14.44
13.24
0.02 - - - -
0.02
114.50
0.00
14.44
13.24
0.02 - - - -
0.02
114.58
0.00
14.44
13.23
0.02 - - - -
0.02
114.67
0.00
14.44
13.23
0.02 - - - -
0.02
114.75
0.00
14.44
13.23
0.02 - - - -
0.02 .
114.83
0.00
14.44
13.23
0.02 - - - -
0.02
114.92
0.00
14.44
13.23
0.02 - - - -
0.02
115.00
0.00
14.44
13.23
0.02 - - - -
0.02
115.08
0.00
14.44
13.22
0.02 - - - -
0.02
115.17
0.00
14.44
13.22
0.02 - - - -
0.02
115.25
0.00
14.44
13.22
0.02 - - - -
0.02
115.33
0.00
14.44
13.22
0.02 - - - -
0.02
115.42
0.00
14.44
13.22
0.02 - - - -
0.02
115.50
0.00
14.44
13.22
0.02 - - - -
0.02
115.58
0.00
14.44
13.21
0.02 - - - -
0.02
115.67
0.00
U."
13.21
0.02 - - - -
0.02
115.75
0.00
14.44
13.21
0.02 - - - -
0.02
115.83
0.00
14.44
13.21
0.02 - - - -
0.02
115.92
0.00
14.44
13.21
0.02 - - - -
0.02
116.00
0.00
U."
13.20
0.02 - - - -
0.02
116.08
0.00
14.44
13.20
0.02 - - - -
0.02
116.17
0.00
14.44
13.20
0.02 - - - -
0.02
116.25
0.00
14.44
13.20
0.02 - - - -
0.02
116.33
0.00
14.44
13.20
0.02 - - - -
0.02
116.42
0.00
14.44
13.20
0.02 - - - -
0.02
116.50
0.00
14.44
13.19
0.02 - - - -
0.02
116.58
0.00
14.44
13.19
0.02 - - - -
0.02
116.67
0.00
14.44
13.19
0.02 - - - -
0.02
116.75
0.00
14.44
13.19
0.02 - - - -
0.02
116.83
0.00
14.44
13.19
0.02 - - - -
0.02
116.92
0.00
14.44
13.19
0.02 - - - -
0.02
117.00
0.00
U."
13.18
0.02 - - - -
0.02
117.08
0.00
14.44
13.18
0.02 - - - -
0.02
117.17
0.00
14.44
13.18
0.02 - - - -
0.02
117.25
0.00
14.44
13.18
0.02 - - - -
0.02
117.33
0.00
14.44
13.18
0.02 - - - -
0.02
Continues on next page...

THE KEYS Page 30
Hydrograph Discharge Table
'
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (cfs) (cfs) (Cfs) (Cfs)
(Cfs)
117.42
0.00
14.44
13.18
0.02 - -
0.02
'
117.50
0.00
14.44
13.17
_ _
0.02
0.02
117.58
0.00
14.44
13.17
0.02 - - - -
0.02
117.67
0.00
14.44
13.17
0.02 - - - -
0.02
117.75
0.00
14.44
13.17
0.02 - -
0.02
'
117.83
0.00
14.44
13.17
_ _
0.02
0.02
117.92
0.00
14.44
13.17
0.02 - - - -
0.02
'
118.0
118.08
0.00
0.00
14.44
14.43
13.16
13.16
0.02 - _ _ -
0.02
0.02
0.02
118.17
0.00
14.43
13.16
0.02
0.02
118.25
0.00
14.43
13.16
0.02 - - - -
0.02
118.33
0.00
14.43
13.16
0.02 - -
0.02
118.42
0.00
14.43
13.16
_ _
0.02
0.02
118.50
0.00
14.43
13.16
0.02 - - - -
0.02
118.58
0.00
14.43
13.15
0.02 - - - -
0.02
'
118.67
0.00
14.43
13.15
0.02 - -
0.02
118.75
0.00
14.43
13.15
_ _
0.02
0.02
118.83
0.00
14.43
13.15
0.02 - - - -
0.02 .
118,92
119.00
0,00
0.00
14,43
14.43
13.15
13.15
0.02 - _ _ -
0.02
0.02
0.02
119.08
0.00
14.43
13.14
0.02 - - - -
0.02
119.17
0.00
14.43
13.14
0.02 - - - -
0.02
119.25
0.00
14.43
13.14
0.02 - -
0.02
'
119.33
0.00
14.43
13.14
_ _
0.02
0.02
119.42
0.00
14.43
13.14
0.02 - - - -
0.02
119.5
0.00
14.43
13.14
0.02
0.02
119.58
0.00
14.43
13.13
= _ _ -
0.02
0.02
119.67
0.00
14.43
13.13
0.02
0.02
119.75
0.00
14.43
13.13
0.02 - - - -
0.02
'
119.83
119.92
0.00
0.00
14.43
14.43
13.13
13.13
0.02 - _ _ -
0.02
0.02
0.02
120.00
0.00
14.43
13.13
0.02 - - - -
0.02
'
...End
1

Reservoir Report
_
Page t
Reservoir No. 1
'
THE KEYS
Culvert / Orifice Structures
Weir Structures
[A] [B]
[C]
[A] [B]
[C]
Rise (in) = 36.0 3.3
0.0
Crest Len (ft)
= 12.6 0.0
0.0
Span (in) = 36.0 3.3
0.0
Crest El. (ft)
= 16.90 0.00
0.00
'
No. Barrels = 1 1
Invert El. (ft) = 14.00 14.40
0
0.00
Weir Coeff.
Eqn. Exp.
= 3.00 3.00
= 1.50 1.50
3.00
1.50
Length (ft) = 292.0 1.0
0.0
Multistage
= Yes No
No
Slope (%) = 0.40 1.00
0.00
'
N-Value = .023 .013
.013
Orif. Coeff. = 0.60 0.60
0.60
Multistage = - Yes
No
Tailwater Elevation = 14.00 it
Note: All aNlow h . been enely[etl untkr inM eld Mkt cmtrd.
Stage / Storage / Discharge
Table
'
Stage Storage Elevation
Culy. A Culy. B
Culy. C Weir A
Weir B Weir C
Discharge
(ft) (cult) (ft)
(cfs)
(cfs)
(cfs) (cfs)
(cfs) (cfs)
(cfs)
0.0 00 14.00
0.00
0.00
- 0.00
- -
0.00
0.0 01 14.04
3.94
0.00
0.00
0.00
0.1 02 14.08
5.58
0.00
- 0.00
- -
0.00
0.1 03 14.12
6.83
0.00
- 0.00
- -
0.00
0.2 04 14.16
7.89
0.00
- 0.00
- -
0.00
'
0.2 06 14.19
8.82
0.00
0.00
0.00
0.2 07 14.23
9.66
0.00
- 0.00
- -
0.00
'
0.3 08 14.27
0.3 09 14.31
10.43
11.16
0.00
0.00
- 0.00
0.00
_ _
0.00
0.00
0.4 10 14.35
11.83
0.00
0.00
- -
0.00
0.4 11 14.39
12.47
0.00
- 0.00
- -
0.00
0.4 40 14.39
12.49
0.00
- 0.00
-
0.00
'
0.4 68 14.39
12.50
0.00
0.00
_
0.00
0.4 97 14.39
12.52
0.00
- 0.00
- -
0.00
0.4 125 14.39
12.54
0.00
- 0.00
- -
0.00
0.4 154 14.40
12.55
0.00
- 0.00
- -
0.00
0.4 183 14.40
12.57
0.00
0.00
0.00
0.4 211 14.40
12.58
0.00
- 0.00
- -
0.00
'
0.4 240 14.40
0.4 268 14.40
12.60
12.62
0.00
0.00
- 0.00
0.00
- _
0.00
0.00
0.4 297 14.40
12.63
0.00
- 0.00
- -
0.00
0.5 3,857 14.46
13.55
0.04
- 0.00
- -
0.04
0.5 7,418 14.52
14.40
0.07
0.00
-
0.07
0.6 10,978 14.58
15.21
0.08
_
0.00
=
0.08
11
Continues on next page...

I
' THE KEYS
1
I7
L�
I
I
11
1
Stage / Storage / Discharge Table
Page 2
Stage
Storage
Elevation
Culy. A
Culy. B
Culy. C Weir A Weir B Weir C
Discharge
(ft)
(cuft)
(ft)
(cfs)
(cfs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
0.6
14,538
14.64
15.98
0.10
- 0.00 - -
0.10
0.7
18,099
14.70
16.71
0.11
- 0.00 - -
0.11
0.8
21,659
14.76
17.41
0.13
- 0.00 - -
0.13
0.8
25,219
14.82
18.08
0.14
- 0.00 - -
0.14
0.9
28,779
14.88
18.73
0.16
- 0.00 - -
0.16
0.9
32,340
14.94
19.36
0.18
- 0.00 - -
0.18
1.0
35,900
15.00
19.97
0.19
- 0.00 - -
0.19
1.1
42,396
15.10
20.95
0.21
- 0.00 - -
0.21
1.2
48,892
15.20
21.58
0.23
- 0.00 - -
0.23 -
1.3
55,388
15.30
27.44
0.24
- 0.00 - -
0.24
1.4
61,884
15.40
28.48
0.26
- 0.00 - -
0.26
1.5
68,381
15.50
29.48
0.27
- 0.00 - -
0.27
1.6
74,877
15.60
30.44
0.29
- 0.00 - -
0.29
1.7
81,373
15.70
31.38
0.30
- 0.00 - -
0.30
1.8
87,869
15.80
32.29
0.31
- 0.00 - -
0.31
1.9
94,365
15.90
33.17
0.32
- 0.00 - -
0.32
2.0
100,861
16.00
34.04
0.34
- 0.00 - -
0.34
2.1
108,093
16.10
34.88
0.35
- 0.00 - -
0.35
2.2
115,325
16.20
35.70
0.36
- 0.00 - -
0.36
2.3
122,558
16.30
36.50
0.37
- 0.00 - -
0.37
2.4
129,790
16.40
37.28
0.38
- 0.00 - -
0.38
2.5
.137,022
16.50
38.05
0.39
- 0.00 - -
0.39
2.6
144,254
16.60
38.81
0.40
- 0.00 - -
0.40
2.7
151,486
16.70
39.55
0.41
- 0.00 - -
0.41
2.8
158,719
16.80
40.27
0.42
- 0.00 - -
0.42
2.9
165,951
16.90
40.98
0.43
- 0.00 - -
0.43
3.0
173,183
17.00
41.68
0.44
- 1.19 - -
1.63
3.1
181,287
17.10
43.05
0.44
- 3.37 - -
3.82
3.2
189,390
17.20
44.37
0.45
- 6.20 - -
6.65
3.3
197,494
17.30
45.66
0.46
- 9.54 - -
10.00
3.4
205,597
17.40
46.91
0.47
- 13.33 - -
13.80
3.5
213,701
17.50
48.13
0.48
- 17.53 - -
18.00
3.6
221,805
17.60
49.32
0.46
- 22.09 - -
22.55
3.7
229,908
17.70
50.48
0.44
- 26.98 - -
27.42
3.8
238,012
17.80
51.61
0.44
- 32.20 - -
32.64
3.9
246,115
17.90
52.72
0.40
- 37.71 - -
38.11
4.0
254,219
18.00
53.81
0.34
- 43.51 - -
43.84
11

[1
1
1
STORMWATER CALCULATIONS FOR
I► Ili i 1 YI► : 1► 1 y
FROM
' KURE DUNES PHASE IV, THE KEYS & KURE BEACH VILLAGE
I
1
rl
1
II
u
4
1 35 `
O ;ar
9��EC NE D �S0i
I

Legend
Runoff
Combined
Channel Reach
Pond Route
Proj. file: 1 lNCH2.GPW I OF file: WILM.IDF 1 14 hydrographs 1 07-18-1997

Hydrograph Report Page ,
Hyd. No. 8
1-INCH STORM KURE DUNES PH IV
Hydrograph type = Manual Peak discharge = 21.32 cfs
Storm frequency = 10 yrs Time interval = 5 min
Total Volume - 12.792 cult, 0.294 SO
Hydrograph Discharge Table
Time -- Outflow
(hrs
cfs)
0.08
21.32 <<
0.17
21.32 <<
...End

1
Hydrograph Report
Page'
1
Hyd. No. 10
1
KURE DUNES
1
Hydrograph type
Storm frequency
= Reservoir
= 10 yrs
Peak discharge
Time interval
= 0.09 cis
= 5 min
Inflow hyd. No.
= 8
Reservoir name
= PHASE 4 - KURE
1
Max. Elevation
= 18.63 ft
Max. Storage
= 12,742 cult
'S`O 1nd� n1stlio° ii .
Total Volume - 12,M curt, 0.= acn
1
Hydrograph Discharge Table
Time Inflow
Elevation
Culy. A
Culy. B
Culy. C Weir A Weir B
Weir C outflow
1
(hrs) (cfs)
(ft)
(cfs)
Ids)
(cfs) (cfs) (cfs)
(cfs) (cfs)
0.08 21.32 <<
17.98
3.79
0.04
- - -
- 0.04
0.17 21.32 <<
18.42
4.08
0.08
- - -
- 0.08
0.25 0.00
18.63 <<
4.22
0.09
- 0.00 -
0.09 <<
1
0.33 0.00
18.63
4.22
0.09
0.00
= 0.09
0.42 0.00
18.63
4.22
0.09
- 0.00 -
- 0.09
0.50.00
0.58 0.00
18.63
18.63
4.22
4.22
0.09
0.09
= 0.00 -
0.00
- 0.09
0.09
0.67 0.00
18.62
4.21
0.09
0.00
0.09
0.75 0.00
18.62
4.21
0.09
- 0.00 -
- 0.09
0.83 0.00
18.62
4.21
0.09
0.00 -
- 0.09
1
0.92 0.00
18.62
4.21
0.09
= 0.00
0.09
1.00 0.00
18.62
4.21
0.09
- 0.00 -
- 0.09
1.08 0.00
18.62
4.21
0.09
- 0.00 -
- 0.09
1
1.17 0.00
18.61
4.21
0.09
0.00 -
- 0.09
1.25 0.00
18.61
4.21
0.09
= 0.00
0.09
1.33 0.00
18.61
4.20
0.09
- 0.00 -
- 0.09
1
1,42 0.00
1.50 0.00
18.61
18.61
4.20
4.20
0.09
0.09
- 0.00 -
0.00
- 0.09
0.09
1.58 0.00
18.60
4.20
0.09
- 0.00 -
- 0.09
1.67 0.00
18.60
4.20
0.09
- 0.00 -
- 0.09
1.75 0.00
18.60
4.20
0.09
- 0_00 -
- 0.09
1
1.83 0.00
18.60
4.20
0.09
0.09
1.92 0.00
18.60
4.20
0.09
- - -
- 0.09
2.00.00
18.59
4.19
0.09
0.09
1
2.08 0.00
18.59
4.19
0.09
- _ _
-
0.09
2.17 0.00
18.59
4.19
0.09
0.09
2.25 0.00
18.59
4.19
0.09
- - -
- 0.09
2.33 0.00
18.59
4.19
0.09
-
- 0.09
1
2.42 0.00
18.59
4.19
0.09
_ _
0.09
2.50 0.00
18.58
4.19
0.09
- - -
- 0.09
2.58 0.00
18.58
4.19
0.09
- -
- 0.09
1
2.67 0.00
18.58
4.19
0.09
- 0.09
2.75 0.00
18.58
4.18
0.09
_ _ _
0.09
2.83 0.00
18.58
4.18
0.09
- - -
- 0.09
1
2.92 0.00
3.00 0.00
18.57
18.57
4.18
4.18
0.09
0.09
- _ _
- 0.09
0.09
Continues on next page...
1

KURE DUNES
Page 2
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) ids) (cfs) (cfs) (cfs)
(cfs)
3.08
3.17
0.00
0.00
18.57
18.57
4.18
4.18
0.09 - _ _ -
0.09
0.09
3.25
0.00
18.57
4.18
0.09 - - - -
0.09
0.09
3.33
0.00
18.56
4.18
0.09 - - - -
0.09
3.42
0.00
18.56
4.17
0.09 - -
0.09
'
3.50
0.00
18.56
4.17
_ _
0.09
0.09
3.58
0.00
18.56
4.17
0.09 - - - -
0.09
'
3.67
3.75
0.00
0.00
18.56
18.56
4.17
4.17
0.09 - _ _ -
0.09
0.09
0.09
3.83
0.00
18.55
4.17
0.09 - - - -
0.09
3.92
0.00
18.55
4.17
0.09 - - - -
0.09
4.00
0.00
18.55
4.17
0.09 - -
0.09
'
4.08
0.00
18.55
4.17
_ _
0.09
0.09
4.17
0.00
18.55
4.16
0.09 - - - -
0.09
4.25
0.00
18.54
4.16
0.09 - - - -
0.09
'
4.33
0.00
18.54
4.16
0.09 - -
0.09
4.42
0.00
18.54
4.16
_ _
0.09
0.09
4.50
0.00
18.54
4.16
0.09 - - - -
0.09
'
4.58
4.67
0.00
0.00
18.54
18.54
4.16
4.16
0.09 - _ -
0.09 -
0.09
0.09
4.75
0.00
18.53
4.16
0.09 - - - -
0.09
4.83
0.00
18.53
4.15
0.09 - - - -
0.09
4.92
0.00
18.53
4.15
0.09 - -
0.09
'
5.00
0.00
18.53
4.15
_ _
0.09
0.09
5.08
0.00
18.53
4.15
0.09 - - - -
0.09
5.17
0.00
18.53
4.15
0.09 - - - -
0.09
5.25
0.00
18.52
4.15
0.09 - -
0.09
5.33
0.00
18.52
4.15
_ _
0.09
0.09
5.42
0.00
18.52
4.15
0.09 - - - -
0.09
5.50
5.58
0.00
0.00
18.52
18.52
4.15
4.14
0.09 - _ _ -
0.09
0.09
0.09
5.67
0.00
18.51
4.14
0.09 - - - -
0.09
5.75
0.00
18.51
4.14
0.09 - - -
0.09
5.83
0.00
18.51
4.14
0.09 - -
0.09
'
5.92
0.00
18.51
4.14
_ _
0.09
0.09
6.00
0.00
18.51
4.14
0.09 - - - -
0.09
6.
6.17 17
0.00
0.00
18.51
18.50
4.14
4.14
0.09 - _ _ -
0.09
6.09
0.09
6.25
0.00
18.50
4.14
0.09 - - -
0.09
6.33
0.00
18.50
4.13
0.09 - - - -
0.09
6.42
0.00
18.50
4.13
0.09 - -
0.09
'
6.50
0.00
18.50
4.13
_ _
0.09
0.09
6.58
0.00
18.50
4.13
0.09 - - - -
0.09
6.67
0.00
18.49
4.13
0.09 - - - -
0.09
6.75
0.00
18.49
4.13
0.09 - -
0.09
6.83
0.00
18.49
4.13
_ _
0.09
0.09
6.92
0.00
18.49
4.13
0.08 - - - -
0.08
7.00
0.00
18.49
4.13
0.08 - -
0.08
7.08
0.00
18.48
4.12
_ _
0.08
0.08
Continues on next page...

1
KURE DUNES
Page 3
Hydrograph Discharge Table
'
Time
Inflow
Elevation
Culy. A
Culy. B CUIV. C WeirA Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (cfs) Ids) (Cfs) (cfs)
(cfs)
7.17
0.00
18.48
4.12
0.08 - -
0.08
7.25
0.00
18.48
4.12
_ _
0.08
0.08
7.33
0.00
18.48
4.12
0.08 - - - -
0.08
7.42
0.00
18.48
4.12
0.08 - - - -
0.08
7.50
0.00
18.48
4.12
0.08 -
0.08
7.58
0.00
18.47
4.12
_ _ _
0.08
0.08
7.67
0.00
18.47
4.12
0.08 - - - -
0.08
'
7.75
7.83
0.00
0.00
18.47
18.47
4.12
4.11
0.08 - _ _ -
0.08
0.08
0.08
7.92
0.00
18.47
4.11
0.08 - - - -
0.08
8.00
0.00
18.47
4.11
0.08 - - - -
0.08
8.08
0.00
18.46
4.11
0.08 - -
0.08
8.17
0.00
18.46
4.11
_ _
0.08
0.08
8.25
0.00
18.46
4.11
0.08 - - - -.
0.08
8.33
0.00
18.46
4.11
0.08 - - - -
0.08
'
8.42
0.00
18.46
4.11
0.08
0.08
8.50
0.00
18.46
4.11
0.08 - - - -
0.08
8.58
0.00
18.45
4.10
0.08 - - - -
0.08 .
'
8.67
8.75
0.00
0.00
18.45
18.45
4.10
4.10
0.08 - _ _ -
0.08
0.08
0.08
8.83
0.00
18.45
4.10
0.08 - - - -
0.08
8.92
0.00
18.45
4.10
0.08 - - - -
0.08
9.00
0.00
18.45
4.10
0.08 - -
0.08
'
9.08
0.00
18.44
4.10
_ _
0.08
0.08
9.17
0.00
18.44
4.10
0.08 - - - -
0.08
9.33
0.00
18.44
4.09
0.08
0.08
9.33
0.00
18.44
4.09
- _ _ -
0.08
0.08
9.42
0.00
18.44
4.09
0.08
0.08
9.50
0.00
18.44
4.09
0.08 - - - -
0.08
9.58
0.00
18.43
4.09
0.08 - -
0.08
'
9.67
0.00
18.43
4.09
_ _
0.08
0.08
9.75
0.00
18.43
4.09
0.08 - - - -
0.08
9.83
0.00
18.43
4.09
0.08 - - - -
0.08
'
9.92
0.00
18.43
4.09
0.08 - -
0.08
10.00
0.00
18.43
4.09
_ _
0.08
0.08
10.08
0.00
18.42
4.08
0.08 - - - -
0.08
'
10.17
10.25
0.00
0.00
18.42
18.42
4.08
4.08
0.08 - _ _ -
0.08
0.08
0.08
10.33
0.00
18.42
4.08
0.08 - - - -
0.08
10.42
0.00
18.42
4.08
0.08 - - - -
0.08
10.50
0.00
18.42
4.08
0.08 - -
0.08
'
10.58
0.00
18.41
4.08
_ _
0.08
0.08
10.67
0.00
18.41
4.08
0.08 - - - -
0.08
10.83
0.00
18.41
4.08
0.08
0.08
'
10.83
0.00
18.41
4.08
- _ _ -
0.08
0.08
10.92
0.00
18.41
4.07
0.08
0.08
11.00
0.00
18.41
4.07
0.08 - - - -
0.08
11.08
0.00
18.40
4.07
0.08 -
0.08
'
11.17
0.00
18.40
4.07
_ _ =
0.08
0.08
1
Continues on next page...
�I

11
1
1
1
I
KURE DUNES
Page 4
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C WeirA Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(Cfs)
11.25
0.00
18.40
4.07
0.08 - - - -
0.08
11.33
0.00
18.40
4.07
0.08 - - - -
0.08
11.42
0.00
18.40
4.07
0.08 - - - -
0.08
11.50
0.00
18.40
4.07
0.08 - - - -
0.08
11.58
0.00
18.39
4.07
0.08 - - - -
0.08
11.67
0.00
18.39
4.06
0.08 - - - -
0.08
11.75
0.00
18.39
4.06
0.08 - - - -
0.08
11.83
0.00
18.39
4.06
0.08 - - - -
0.08
11.92
0.00
18.39
4.06
0.08 - - - -
0.08
12.00
0.00
18.39
4.06
0.08 - - - -
0.08
12.08
0.00
18.39
4.06
0.08 - - - -
0.08
12.17
0.00
18.38
4.06
0.08 - - - -
0.08
12.25
0.00
18.38
4.06
0.08 - - - -
0.08
12.33
0.00
18.38
4.06
0.08 - - - -
0.08
12.42
0.00
18.38
4.06
0.08 - - - -
0.08
12.50
0.00
18.38
4.05
0.08 - - - -
0.08
12.58
0.00
18.38
4.05
0.08 - - - -
0.08
12.67
0.00
18.37
4.05
0.08 - - - -
0.08
12.75
0.00
18.37
4.05
0.08 - - - -
0.08
12.83
0.00
18.37
4.05
0.08 - - - -
0.08
12.92
0.00
18.37
4.05
0.08 - - - -
0.08
13.00
0.00
18.37
4.05
0.08 - - - -
0.08
13.08
0.00
18.37
4.05
0.08 - - - -
0.08
13.17
0.00
18.36
4.05
0.08 - - - -
0.08
13.25
0.00
18.36
4.04
0.08 - - - -
0.08
13.33
0.00
18.36
4.04
0.08 - - - -
0.08
13.42
0.00
18.36
4.04
0.08 - - - -
0.08
13.50
0.00
18.36
4.04
0.08 - - - -
0.08
13.58
0.00
18.36
4.04
0.08 - - - -
0.08
13.67
0.00
18.36
4.04
0.08 - - - -
0.08
13.75
0.00
18.35
4.04
0.08 - - - -
0.08
13.83
0.00
18.35
4.04
0.08 - - - -
0.08
13.92
0.00
18.35
4.04
0.08 - - - -
0.08
14.00
0.00
18.35
4.04
0.08 - - - -
0.08
14.08
0.00
18.35
4.03
0.08 - - - -
0.08
14.17
0.00
18.35
4.03
0.08 - - - -
0.08
14.25
0.00
18.34
4.03
0.08 - - - -
0.08
14.33
0.00
18.34
4.03
0.07 - - - -
0.07
14.42
0.00
18.34
4.03
0.07 - - - -
0.07
14.50
0.00
18.34
4.03
0.07 - - - -
0.07
14.58
0.00
18.34
4.03
0.07 - - - -
0.07
14.67
0.00
18.34
4.03
0.07 - - - -
0.07
14.75
0.00
18.34
4.03
0.07 - - - -
0.07
14.83
0.00
18.33
4.03
0.07 - - - -
0.07
14.92
0.00
18.33
4.02
0.07 - - - -
0.07
15.00
0.00
18.33
4.02
0.07 - - - -
0.07
15.08
0.00
18.33
4.02
0.07 - - - -
0.07
15.17
0.00
18.33
4.02
0.07 - - - -
0.07
15.25
0.00
18.33
4.02
0.07 - - - -
0.07
Continues on next page...

11
11
1
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[]
k
1
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1
KURE DUNES Page 5
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
Ids)
Ids) (cfs) (cfs) (cfs) (cfs)
(cfs)
15.33
0.00
18.32
4.02
0.07 - - - -
0.07
15.42
0.00
18.32
4.02
0.07 - - - -
0.07
15.50
0.00
18.32
4.02
0.07 - - - -
0.07
15.58
0.00
18.32
4.02
0.07 - - - -
0.07
15.67
0.00
18.32
4.02
0.07 - - - -
0.07
15.75
0.00
18.32
4.01
0.07 - - - -
0.07
15.83
0.00
18.32
4.01
0.07 - - - -
0.07
15.92
0.00
18.31
4.01
0.07 - - - -
0.07
16.00
0.00
18.31
4.01
0.07 - - - -.
0.07
16.08
0.00
18.31
4.01
0.07 - - - -
0.07
16.17
0.00
18.31
4.01
0.07 - - - -
0.07
16.25
0.00
18.31
4.01
0.07 - - - -
0.07
16.33
0.00
18.31
4.01
0.07 - - - -
0.07
16.42
0.00
18.31
4.01
0.07 - - - -
0.07
16.50
0.00
18.30
4.01
0.07 - - - -
0.07
16.58
0.00
18.30
4.00
0.07 - - - -
0.07
16.67
0.00
18.30
4.00
0.07 - - - -
0.07
16.75
0.00
18.30
4.00
0.07 - - - -
0.07
16.83
0.00
18.30
4.00
0.07 - - - -
0.07
16.92
0.00
18.30
4.00
0.07 - - - -
0.07
17.00
0.00
18.30
4.00
0.07 - - - -
0.07
17.08
0.00
18.29
4.00
0.07 - - - -
0.07
17.17
0.00
18.29
4.00
0.07 - - - -
0.07
17.25
0.00
18.29
4.00
0.07 - - - -
0.07
17.33
0.00
18.29
4.00
0.07 - - - -
0.07
17.42
0.00
18.29
4.00
0.07 - - - -
0.07
17.50
0.00
18.29
3.99
0.07 - - - -
0.07
17.58
0.00
.18.29
3.99
0.07 - - - -
0.07
17.67
0.00
18.28
3.99
0.07 - - - -
0.07
17.75
0.00
18.28
3.99
0.07 - - - -
0.07
17.83
0.00
18.28
3.99
0.07 - - - -
0.07
17.92
0.00
18.28
3.99
0.07 - - - -
0.07
18.00
0.00
18.28
3.99
0.07 - - - -
0.07
18.08
0.00
18.28
3.99
0.07 - - - -
0.07
18.17
0.00
18.28
3.99
0.07 - - - -
0.07
18.25
0.00
18.27
3.99
0.07 - - - -
0.07
18.33
0.00
18.27
3.98
0.07 - - - -
0.07
18.42
0.00
18.27
3.98
0.07 - - - -
0.07
18.50
0.00
18.27
3.98
0.07 - - - -
0.07
18.58
0.00
18.27
3.98
0.07 - - - -
0.07
18.67
0.00
18.27
3.98
0.07 - - - -
0.07
18.75
0.00
18.27
3.98
0.07 - - - -
0.07
18.83
0.00
18.26
3.98
0.07 - - - -
0.07
18.92
0.00
18.26
3.98
0.07 - - - -
0.07
19.00
0.00
18.26
3.98
0.07 - - - -
0.07
19.08
0.00
18.26
3.98
0.07 - - - -
0.07
19.17
0.00
18.26
3.97
0.07 - - - -
0.07
19.25
0.00
18.26
3.97
0.07 - - - -
0.07
19.33
0.00
18.26
3.97
0.07 - - - -
0.07
Continues on next page...
11

'
KURE DUNES
pap 6
Hydrograph Discharge Table
'
Time
Inflow
Elevation
Culy. A
Culy. B CuIv. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) Ids) (Cfs)
(cfs)
19.42
0.00
18.25
3.97
0.07 - -
0.07
'
19.50
0.00
18.25
3.97
_ _
0.07
0.07
19.58
0.00
18.25
3.97
0.07 - - - -
0.07
19.67
0.00
18.25
3.97
0.07 - - - -
0.67
19.75
0.00
18.25
3.97
0.07 - -
0.07
19.83
0.00
18.25
3.97
_ _
0.07
0.07
19.92
0.00
18.25
3.97
0.07 - - - -
0.07
20,00
20.08
0.00
0.00
18,24
18.24
3.97
3.96
0.07 - _ _ -
0.07
0.07
0.07
20.17
0.00
18.24
3.96
0.07 - - - -
0.07
20.25
0.00
18.24
3.96
0.07 - - - -
0.07
20.33
0.00
18.24
3.96
0.07 -
0.07
'
20.42
0.00
18.24
3.96
= _ _
0.07
0.07
20.50
0.00
18.24
3.96
0.07 - - - -
0.07
20.58
0.00
18.23
3.96
0.07 - - - -
0.07
'
20.67
0.00
18.23
3.96
0.07
0.07
20.75
0.00
18.23
3.96
= _ _ =
0.07
0.07
20.83
0.00
18.23
3.96
0.07 - - - -
0.07 .
20.92
21.00
0.00
0.00
18.23
18.23
3.96
3.95
0.07 = _ _ -
0.07
0.07
0.07
21.08
0.00
18.23
3.95
0.07 - - - -
0.07
21.17
0.00
18.23
3.95
0.07 - - - -
0.07
21.25
0.00
18.22
3.95
0.07 -
0.07
'
21.33
0.00
18.22
3.95
= _ _
0.07
0.07
21.42
0.00
18.22
3.95
0.07 - - -
0.07
21.5
0.00
18.22
3.95
0.07
0.07
'
21.58
0.00
18.22
3.95
= _ _ -
0.07
0.07
21.67
0.00
18.22
3.95
0.07
0.07
21.75
0.00
18.22
3.95
0.06 - - - -
0.06
21.83
0.00
18.21
3.95
0.06 -
0.06
'
21.92
0.00
18.21
3.94
= _ _
0.08
0.06
22.00
0.00
18.21
3.94
0.06 - - - -
0.06
22.08
0.00
18.21
3.94
0.06 - - - -
0.06
'
22.17
0.00
18.21
3.94
0.06 - -
0.06
22.25
0.00
18.21
3.94
_ _
0.06
0.06
22.33
0.00
18.21
3.94
0.06 - - - -
0.06
'
22,42
22.50
0,00
0.00
18.21
18.20
3.94
3.94
0.06 - _ _ _
0.06
0.06
0.06
22.58
0.00
18.20
3.94
0.06 - - - -
0.06
22.67
0.00
18.20
3.94
0.06 - - - -
0.06
22.75
0.00
18.20
3.94
0.06 -
0.06
'
22.83
0.00
18.20
3.94
= _ _
0.06
0.06
22.92
0.00
18.20
3.93
0.06 - - - -
0.06
23.0
0.00
18.20
3.93
0.06
0.06
'
23.08
0.00
18.20
3.93
= _ _ -
0.06
0.06
23.17
0.00
18.19
3.93
0.06
0.06
23.25
0.00
18.19
3.93
0.06 - - - -
0.06
23.33
0.00
18.19
3.93
0.06
0.06
'
23.42
0.00
18.19
3.93
_ _ _ =
0.06
0.06
Continues on next page...
t

IJ
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I
I
t
I
I
1
I
1
I
I
I
I
1
KURE DUNES
Hydrograph Discharge Table
Pegs 7
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (CIS) (Cfs) (Cfs)
(Cfs)
23.50
0.00
18.19
3.93
0.06 - - - -
0.06
23.58
0.00
18.19
3.93
0.06 - - - -
0,06
23.67
0.00
18.19
3.93
0.06 - - - -
0.06
23.75
0.00
18.18
3.93
0.06 - - - -
0.06
23.83
0.00
18.18
3.92
0.06 - - - -
0.06
23.92
0.00
18.18
3.92
0.06 - - - -
0.06
24.00
0.00
18.18
3.92
0.06 - - - -
0.06
24.08
0.00
18.18
3.92
0.06 - - - -
0.06
24.17
0.00
18.18
3.92
0.06 - - - -
0.06
24.25
0.00
18.18
3.92
0.06 - - - -
0.06
24.33
0.00
18.18
3.92
0.06 - - - -
0.06
24.42
0.00
18.17
3.92
0.06 - - - -
0.06
24.50
0.00
18.17
3.92
0.06 - - - -
0.06
24.58
0.00
18.17
3.92
0.06 - - - -
0.06
24.67
0.00
18.17
3.92
0.06 - - - -
0.06
24.75
0.00
18.17
3.92
0.06 - - - -
0.06
24.83
0.00
18.17
3.91
0.06 - - - -
0.06
24.92
0.00
18.17
3.91
0.06 - - - -
0.06
25.00
0.00
18.17
3.91
0.06 - - - -
0.06
25.08
0.00
18.16
3.91
0.06 - - - -
0.06
25.17
0.00
18.16
3.91
0.06 - - - -
0.06
25.25
0.00
18.16
3.91
0.06 - - - -
0.06
25.33
0.00
18.16
3.91
0.06 - - - -
0.06
25.42
0.00
18.16
3.91
0.06 - - - -
0.06
25.50
0.00
18.16
3.91
0.06 - - - -
0.06
25.58
0.00
18.16
3.91
0.06 - - - -
0.06
25.67
0.00
18.16
3.91
0.06 - - - -
0.06
25.75
0.00
18.16
3.91
0.06 - - - -
0.06
25.83
0.00
18.15
3.90
0.06 - - - -
0.06
25.92
0.00
18.15
3.90
0.06 - - - -
0.06
26.00
0.00
18.15
3.90
0.06 - - - -
0.06
26.08
0.00
18.15
3.90
0.06 - - - -
0.06
26.17
0.00
18.15
3.90
0.06 - - - -
0.06
26.25
0.00
18.15
3.90
0.06 - - - -
0.06
26.33
0.00
18.15
3.90
0.06 - - - -
0.06
26.42
0.00
18.15
3.90
0.06 - - - -
0.06
26.50
0.00
18.14
3.90
0.06 - - - -
0.06
26.58
0.00
18.14
3.90
0.06 - - - -
0.06
26.67
0.00
18.14
3.90
0.06 - - - -
0.06
26.75
0.00
18.14
3.90
0.06 - - - -
0.06
26.83
0.00
18.14
3.89
0.06 - - - -
0.06
26.92
0.00
18.14
3.89
0.06 - - - -
0.06
27.00
0.00
18.14
3.89
0.06 - - - -
0.06
27.08
0.00
18.14
3.89
0.06 - - - -
0.06
27.17
0.00
18.13
3.89
0.06 - - - -
0.06
27.25
0.00
18.13
3.89
0.06 - - - -
0.06
27.33
0.00
18.13
3.89
0.06 - - - -
0.06
27.42
0.00
18.13
3.89
0.06 - - - -
0.06
27.50
0.00
18.13
3.89
0.06 - - - -
0.06
Continues on next page...
I

I
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I
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I
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I
KURE DUNES
Hydrograph Discharge Table
Page 8
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) Ids) (cfs) (cfs)
(cfs)
27.58
0.00
18.13
3.89
0.06 - - - -
0.06
27.67
0.00
18.13
3.89
0.06 - - - -
0.06
27.75
0.00
18.13
3.89
0.06 - - - -
0.06
27.83
0.00
18.13
3.88
0.06 - - - -
0.06
27.92
0.00
18.12
3.88
0.06 - - - -
0.06
28.00
0.00
18.12
3.88
0.06 - - - -
0.06
28.08
0.00
18.12
3.88
0.06 - - - -
0.06
28.17
0.00
18.12
3.88
0.06 - - - -
0.06
28.25
0.00
18.12
3.88
0.06 - - - -
0.06
28.33
0.00
18.12
3.88
0.06 - - - -
0.06
28.42
0.00
18.12
3.88
0.06 - - - -
0.06
28.50
0.00
18.12
3.88
0.06 - - - -
0.06
28.58
0.00
18.12
3.88
0.06 - - - -
0.06
28.67
0.00
18.11
3.88
0.06 - - - -
0.06
28.75
0.00
18.11
3.88
0.06 - - - -
0.06
28.83
0.00
18.11
3.88
0.06 - - - -
0.06
28.92
0.00
18.11
3.87
0.06 - - - -
0.06
29.00
0.00
18.11
3.87
0.06 - - - -
0.06
29.08
0.00
18.11
3.87
0.06 - - - -
0.06
29.17
0.00
18.11
3.87
0.05 - - - -
0.05
29.25
0.00
18.11
3.87
0.05 - - - -
0.05
29.33
0.00
18.10
3.87
0.05 - - - -
0.05
29.42
0.00
18.10
3.87
0.05 - - - -
0.05
29.50
0.00
18.10
3.87
0.05 - - - -
0.05
29.58
0.00
18.10
3.87
0.05 - - - -
0.05
29.67
0.00
18.10
3.87
0.05 - - - -
0.05
29.75
0.00
18.10
3.87
0.05 - - - -
0.05
29.83
0.00
18.10
3.87
0.05 - - - -
0.05
29.92
0.00
18.10
3.87
0.05 - - - -
0.05
30.00
0.00
18.10
3.86
0.05 - - - -
0.05
30.08
0.00
18.10
3.86
0.05 - - - -
0.05
30.17
0.00
18.09
3.86
0.05 - - - -
0.05
30.25
0.00
18.09
3.86
0.05 - - - -
0.05
30.33
0.00
18.09
3.86
0.05 - - - -
0.05
30.42
0.00
18.09
3.86
0.05 - - - -
0.05
30.50
0.00
18.09
3.86
0.05 - - - -
0.05
30.58
0.00
18.09
3.86
0.05 - - - -
0.05
30.67
0.00
18.09
3.86
0.05 - - - -
0.05
30.75
0.00
18.09
3.86
0.05 - - - -
0.05
30.83
0.00
18.09
3.86
0.05 - - - -
0.05
30.92
0.00
18.08
3.86
0.05 - - - -
0.05
31.00
0.00
18.08
3.86
0.05 - - - -
0.05
31.08
0.00
18.08
3.86
0.05 - - -
0.05
31.17
0.00
18.08
3.85
0.05 - - - -
0.05
31.25
0.00
18.08
3.85
0.05 - - - -
0.05
31.33
0.00
18.08
3.85
0.05 - - - -
0.05
31.42
0.00
18.08
3.85
0.05 - - - -
0.05
31.50
0.00
18.08
3.85
0.05 - - - -
0.05
31.58
0.00
18.08
3.85
0.05 - - - -
0.05
Continues on next page...

1
KURE DUNES
pW 9
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
ids) (cfs) (Cfs) (cfs) (cfs)
(cfs)
31.67
0.00
18.07
3.85
0.05 - -
0.05
'
31.75
0.00
18.07
3.85
_ _
0.05
0.05
31.83
0.00
18.07
3.85
0.05 - - - -
0.05
31.
0.00
18.07
3.85
0.05
0.05
32.00 00
0.00
18.07
3.85
- _ _ -
0.05
0.05
32.08
0.00
18.07
3.85
0.05
0.05
32.17
0.00
18.07
3.85
0.05 - - - -
0.05
32.25
32.33
0.00
0.00
18.07
18.07
3.85
3.84
0.05 - _ _ -
0.05
0.05
0.05
32.42
0.00
18.07
3.84
0.05 - - - -
0.05
32.50
0.00
18.06
3.84
0.05 - - - -
0.05
32.58
0.00
18.06
3.84
0.05 - -
0.05
32.67
0.00
18.06
3.84
_ _
0.05
0.05
32.75
0.00
18.06
3.84
0.05 - - - -
0.05
32.
32.92 92
0.00
0.00
18.06
18.06
3.84
3.84
0.05 - _ _ -
0.05
0.05
0.05
33.00
0.00
18.06
3.84
0.05 - -
0.05
33.08
0.00
18.06
3.84
0.05 - - - -
0.05
33.17
0.00
18.06
3.84
0.05 - -
0.05
33.25
0.00
18.06
3.84
_ _
0.05
0.05
33.33
0.00
18.05
3.84
0.05 - - - -
0.05
33.42
0.00
18.05
3.84
0.05 - - - -
0.05
33.50
0.00
18.05
3.83
0.05 - - - -
0.05
33.58
0.00
18.05
3.83
0.05 - - - -
0.05
33.67
0.00
18.05
3.83
0.05 - - - -
0.05
'
33.75
33.83
0.00
0.00
18.05
18.05
3.83
3.83
0.05 - _ _ -
0.05
0.05
0.05
33.92
0.00
18.05
3.83
0.05 - - - -
0.05
34.00
0.00
18.05
3.83
0.05 - - - -
0.05
34.08
0.00
18.05
3.83
0.05 - -
0.05
34.17
0.00
18.04
3.83
_ _
0.05
0.05
34.25
0.00
18.04
3.83
0.05 - - - -
0.05
34.33
0.00
18.04
3.83
0.05 - - - -
0.05
34.42
0.00
18.04
3.83
0.05 - -
0.05
34.50
0.00
18.04
3.83
_ _
0.05
0.05
34.58
0.00
18.04
3.83
0.05 - - - -
0.05
34.67
0.00
18.04
3.83
0.05 - -
0.05
34.75
0.00
18.04
3.82
_ _
0.05
0.05
34.83
0.00
18.04
3.82
0.05 - - - -
0.05
34.92
0.00
18.04
3.82
0.05 - - - -
0.05
35.00
0.00
18.04
3.82
0.05 - -
0.05
35.08
0.00
18.03
3.82
_ _
0.05
0.05
35.17
0.00
18.03
3.82
0.05 - - - -
0.05
35.25
35.33
0.00
0.00
18.03
18.03
3.82
3.82
0.05 - _ _ -
0.05
0.05
0.05
35.42
0.00
18.03
3.82
0.05 - - - -
0.05
35.50
0.00
18.03
3.82
0.05 - - - -
0.05
35.58
0.00
18.03
3.82
0.04 - -
0.04
35.67
0.00
18.03
3.82
_ _
0.04
0.04
Continues on next page...

' KURE DUNES p9e 10
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A WeirEl Weir C
Outflow
(hrs)
(cfs)
(ft)
(CIS)
(cfs) (cfs) (cfs) (Cfs) (Cfs)
(cfs)
35.75
0.00
18.03
3.82
0.04 -
0.04
35.83
0.00
18.03
3.82
_ _ _
0.04
0.04
35.92
0.00
18.03
3.82
0.04 - - - -
0.04
36.0
0.00
18.02
3.81
0.04
0.04
36.08
0.00
18.02
3.81
- _ _ -
0.04
0,04
36.17
0.00
18.02
3.81
0.04
0.04
36.25
0.00
18.02
3.81
0.04 - - - -
0.04
36.33
36.42
0.00
0.00
18.02
18.02
3.81
3.81
0.04 - _ _ -
0.04
0.04
0,04
36.50
0.00
18.02
3.81
0.04 - - - -
0,04
36.58
0.00
18.02
3.81
0.04 - - - -
0.04
'
36.67
0.00
18.02
3.81
0.04 - -
0.04
36.75
0.00
18.02
3.81
_ _
0.04
0.04
36.83
0.00
18.02
3.81
0.04 - - - -
0.04
3.
37.00 00
0.00
0.00
18.01
18.01
3.81
3.81
0.04 - _ _ =
0.04
0.04
0.04
37.08
0.00
18.01
3.81
0.04 - -
0.04
37.17
0.00
18.01
3.81
0.04 - - - -
0.04 .
37.25
0.00
18.01
3.81
0.04
0.04
'
37.33
0.00
18.01
3.80
0.04 - - - -
0.04
37.42
0.00
18.01
3.80
0.04 - - - -
0.04
37.5
0.00
18.01
3.80
0.04
0.04
37.58
0.00
18.01
3.80
- _ _ -
0.04
p,04
37.67
0.00
18.01
3.80
0.04
0.04
37.75
0.00
18.01
3.80
0.04 - - - -
0.04
'
37.83
37.92
0.00
0.00
18.00
18.00
3.80
3.80
0.04 - _ _ -
0.04
0.04
0.04
38.00
0.00
18.00
3.80
0.04 - - - -
0.04
38.08
0.00
18.00
3.80
0.04 - - - -
0.04
38.17
0.00
18.00
3.80
0.04 -
0.04
38.25
0.00
18.00
3.80
_ _ _
0.04
0.04
38.33
0.00
18.00
3.80
0.04 - - - -
0.04
38.
0.00
18.00
3.80
0.04
0.04
'
38.50 50
0.00
18.00
3.80
- _ _ -
0.04
0.04
38.58
0.00
18.00
3.80
0.04
0.04
38.67
0.00
18.00
3.80
0.04. - - - -
0.04
38.75
0.00
18.00
3.79
0.04 - -
0.04
'
38.83
0.00
17.99
3.79
_ _
0.04
0.04
38.92
0.00
17.99
3.79
0.04 - - - -
0.04
39.00
0.00
17.99
3.79
0.04 - - - -
0.04
1
39.08
0.00
17.99
3.79
0.04
0.04
39.17
0.00
17.99
3.79
0.04 - - - -
0.04
39.25
0.00
17.99
3.79
0.04 - - - -
0.04
39.33
39.42
0.00
0.00
17.99
17.99
3.79
3.79
0.04 - - - -
0.04 - - - -
0.04
0.04
39.50
0.00
17.99
3.79
0.04 - - - -
0.04
39.58
0.00
17.99
3.79
0.04 - - - -
0.04
39.67
0.00
17.99
3.79
0.04 - -
0.04
1�
39.75
0.00
17.98
3.79
_ _
0.04
0.04
1 Confines on next page...
,1

KURE DUNES page 11
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A
Weir B Weir C Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (Cfs) (cfs)
(cfs) (cfs) (cfs)
39.83
0.00
17.98
3.79
0.04 -
- 0.04
39.92
0.00
17.98
3.79
_
0.04
_
0.04
40.00
0.00
17.98
3.79
0.04 - -
- - 0.04
40.08
0.00
17.98
3.78
0.04 - -
- - 0.04
1
40.17
0.00
17.98
3.78
0.04 -
- 0.04
40.25
0.00
17.98
3.78
_
0.04
_
0.04
40.33
0.00
17.98
3.78
0.04 -
- - 0.04
40.
40.50 50
0.00
0.00
17.98
17.98
3.78
3.78
0.04 - _
0.04
_ - 0.04
0.04
40.58
0.00
17.98
3.78
0.04 -
- - 0.04
40.67
0.00
17.97
3.78
0.04 - -
- - 0.04
40.75
0.00
17.97
3.78
0.04 -
- 0.04
40.83
0.00
17.97
3.78
_
0.04
_
0.04
40.92
0.00
17.97
3.78
0.04 - -
- - 0.04
41.0
0.00
17.97
3.78
0.04
0.04
41.08
0.00
17.97
3.78
- _
0.04
_ -
0.04
41.17
0.00
17.97
3.78
0.04
0.04
41.25
0.00
17.97
3.78
0.04 - -
- - 0.04
41.
41.42 42
0.00
0.00
17.97
17.97
3.78
3.77
0.04 - _
0.04
_ - 0.04
0.04
41.50
0.00
17.97
3.77
0.04
0.04
41.58
0.00
17.96
3.77
0.04 - -
- - 0.04
41.67
0.00
17.96
3.77
0.04 - -
- - 0.04
41.75
0.00
17.96
3.77
0.04 - -
- - 0.04
41.83
0.00
17.96
3.77
0.04 - -
- - 0.04
41.
0.00
17.96
3.77
0.04
0.04
1
42.00 00
0.00
17.96
3.77
- _
0.04
_ -
0.04
42.08
0.00
17.96
3.77
0.04
0.04
42.17
0.00
17.96
3.77
0.04 - -
- - 0.04
42.25
0.00
17.96
3.77
0.04 -
- 0.04
42.33
0.00
17.96
3.77
_
0.04
_
0.04
42.42
0.00
17.96
3.77
0.04 - -
- - 0.04
42.50
0.00
17.96
3.77
0.04 - -
- - 0.04
42.58
0.00
17.95
3.77
0.04 -
- 0.04
'
42.67
0.00
17.95
3.77
_
0.04
_
0.04
42.75
0.00
17.95
3.77
0.04 - -
- - 0.04
42.
0.00
17.95
3.76
0.04
0.04
42.92 92
0.00
17.95
3.76
- _
0.04
_ -
0.04
43.00
0.00
17.95
3.76
0.04
- - 0.04
43.08
0.00
17.95
3.76
0.04 - -
- - 0.04
43.17
0.00
17.95
3.76
0.04 -
- 0.04
43.25
0.00
17.95
3.76
_
0.04
_
0.04
43.33
0.00
17.95
3.76
0.04 - -
- 0.04
43,42
0,00
17,95
3.76
0.04 - -
- - 0.04
43.50
0.00
17.95
3.76
0.04 - -
- - 0.04
43.58
0.00
17.95
3.76
0.04 - -
- - 0.04
43.67
0.00
17.94
3.76
0.03 - -
- - 0.03
43.75
0.00
17.94
3.76
0.03 - -
- - 0.03
,�.
43.83
0.00
17.94
3.76
0.03 - -
- - 0.03
Continues on next page...
I

I
I
I
i
I
KURE DUNES
Hydrograph Discharge Table
Page 12
Time
Inflow
Elevation
Culy. A
Culy. B Cuhr. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
43.92
0.00
17.94
3.76
0.03 - - - -
0.03
44.00
0.00
17.94
3.76
0.03 - - - -
0.03
44.08
0.00
17.94
3.76
0.03 - - - -
0.03
44.17
0.00
17.94
3.76
0.03 - - - -
0.03
44.25
0.00
17.94
3.75
0.03 - - - -
0.03
44.33
0.00
17.94
3.75
0.03 - - - -
0.03
44.42
0.00
17.94
3.75
0.03 - - - -
0.03
44.50
0.00
17.94
3.75
0.03 - - - -
0.03
44.58
0.00
17.94
3.75
0.03 - - - -
0.03
44.67
0.00
17.94
3.75
0.03 - - - -
0.03
44.75
0.00
17.93
3.75
0.03 - - - -
0.03
44.83
0.00
17.93
3.75
0.03 - - - -
0.03
44.92
0.00
17.93
3.75
0.03 - - - -
0.03
45.00
0.00
17.93
3.75
0.03 - - - -
0.03
45.08
0.00
17.93
3.75
0.03 - - - -
0.03
45.17
0.00
17.93
3.75
0.03 - - - -
0.03
45.25
0.00
17.93
3.75
0.03 - - - -
0.03
45.33
0.00
17.93
3.75
0.03 - - - -
0.03
45.42
0.00
17.93
3.75
0.03 - - - -
0.03
45.50
0.00
17.93
3.75
0.03 - - - -
0.03
45.58
0.00
17.93
3.75
0.03 - - - -
0.03
45.67
0.00
17.93
3.75
0.03 - - - -
0.03
45.75
0.00
17.93
3.75
0.03 - - -
0.03
45.83
0.00
17.93
3.75
0.03 - - - -
0.03
45.92
0.00
17.92
3.74
0.03 - - - -
0.03
46.00
0.00
17.92
3.74
0.03 - - - -
0.03
46.08
0.00
17.92
3.74
0.03 - - - -
0.03
46.17
0.00
17.92
3.74
0.03 - - - -
0.03
46.25
0.00
17.92
3.74
0.03 - - - -
0.03
46.33
0.00
17.92
3.74
0.03 - - - -
0.03
46.42
0.00
17.92
3.74
0.03 - - - -
0.03
46.50
0.00
17.92
3.74
0.03 - - - -
0.03
46.58
0.00
17.92
3.74
0.03 - - - -
0.03
46.67
0.00
17.92
3.74
0.03 - - - -
0.03
46.75
0.00
17.92
3.74
0.03 - - - -
0.03
46.83
0.00
17.92
3.74
0.03 - - - -
0.03
46.92
0.00
17.92
3.74
0.03 - - - -
0.03
47.00
0.00
17.92
3.74
0.03 - - - -
0.03
47.08
0.00
17.91
3.74
0.03 - - - -
0.03
47.17
0.00
17.91
3.74
0.03 - - - -
0.03
47.25
0.00
17.91
3.74
0.03 - - - -
0.03
47.33
0.00
17.91
3.74
0.03 - - - -
0.03
47.42
0.00
17.91
3.74
0.03 - - - -
0.03
47.50
0.00
17.91
3.74
0.03 - - - -
0.03
47.58
0.00
17.91
3.73
0.03 - - - -
0.03
47.67
0.00
17.91
3.73
0.03 - - - -
0.03
47.75
0.00
17.91
3.73
0.03 - - - -
0.03
47.83
0.00
17.91
3.73
0.03 - - - -
0.03
47.92
0.00
17.91
3.73
0.03 - - - -
0.03
Confines on next page...

KURE DUNES Page 13
Hydrograph Discharge Table
Time
Inflow
Elevation
Cuiv. A
Culy. B Culy. C Weir A
Weir B Weir C Outflow
(hrs)
(cfs)
(ft)
(Cfs)
(cfs) (cfs) (cfs)
(cfs) (cfs) (cfs)
48.00
0.00
17.91
3.73
0.03 -
- 0.03
48.08
0.00
17.91
3.73
_
0.03
_
0.03
48.17
0.00
17.91
3.73
0.03 - -
- - 0.03
48.25
0.00
17.91
3.73
0.03 - -
- - 0.03
48.33
0.00
17.90
3.73
0.03 -
- 0.03
48.42
0.00
17.90
3.73
_
0.03
_
0.03
48.50
0.00
17.90
3.73
0.03 - -
- - 0.03
1
48.58
48.67
0.00
0.00
17.90
17.90
3.73
3.73
0.03 - -
0.03 -
- - 0.03
- - 0.03
48.75
0.00
17.90
3.73
_
0.03
- - 0.03
48.83
0.00
17.90
3.73
0.03 - -
- - 0.03
48.92
0.00
17.90
3.73
0.03 -
- 0.03
49.00
0.00
17.90
3.73
_
0.03
_
0.03
49.08
0.00
17.90
3.73
0.03 - -
- - 0.03
49.
0.00
17.90
3.73
0.03
0.03
1
49.25 25
0.00
17.90
3.73
- _
0.03
_ -
0.03
49.33
0.00
17.90
3.72
0.03
0.03
49.42
0.00
17.90
3.72
0.03 - -
- - 0.03
49.50
0.00
17.90
3.72
0.03 -
- 0.03
49.58
0.00
17.89
3.72
_
0.03
_
0.03
49.67
0.00
17.89
3.72
0.03 - -
- - 0.03
49.75
0.00
17.89
3.72
0.03 - -
- - 0.03
49.83
0.00
17.89
3.72
0.03 -
- 0.03
49.92
0.00
17.89
3.72
_
0.03
_
0.03
50.00
0.00
17.89
3.72
0.03 - -
- - 0.03
t
50.
50.17 17
0.00
0.00
17.89
17.89
3.72
3.72
0
0.03- _
0.03
_ - 0.03
0.03
50.25
0.00
17.89
3.72
0.03
0.03
50.33
0.00
17.89
3.72
0.03 - -
- - 0.03
50.42
0.00
17.89
3.72
0.03 - -
- - 0.03
50.50
0.00
17.89
3.72
0.03 - -
- - 0.03
50.58
0.00
17.89
3.72
0.03 - -
- - 0.03
50.67
0.00
17.89
3.72
0.03 - -
- - 0.03
50.75
0.00
17.89
3.72
0.03 -
- 0.03
50.83
0.00
17.89
3.72
_
0.03
_
0.03
50.92
0.00
17.88
3.72
0.03 - -
- - 0.03
51.00
51.08
0.00
0.00
17.88
17.88
3.72
3.72
0.03 - -
0.03 - -
- - 0.03
- - 0.03
51.17
0.00
17.88
3.72
0.03 - -
- - 0.03
51.25
0.00
17.88
3.71
0.03 - -
- - 0.03
51.33
0.00
17.88
3.71
0.03 -
- 0.03
51.42
0.00
17.88
3.71
_
0.03
_
0.03
51.50
0.00
17.88
3.71
0.03 - -
- - 0.03
51.
0.00
17.88
3.71
0.03
0.03
51.67 67
0.00
17.88
3.71
- _
0.03
_ -
0.03
51.75
0.00
17.88
3.71
0.03
0.03
51.83
0.00
17.88
3.71
0.03 - -
- - 0.03
51.92
0.00
17.88
3.71
0.03 - -
- - 0.03
52.00
0.00
17.88
3.71
0.03 - -
- - 0.03
"r
Coniinues on next page...
I

KURE DUNES
page 14
Hydrograph
Discharge Table
Time
Inflow
Elevation
Culy. A
CuN. B CuIv. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (efs) (cfs) (cfs) (cfs)
(cfs)
52.08
0.00
17.88
3.71
0.03 -
0.03
52.17
0.00
17.88
3.71
_ _ _
0.03
0.03
52.25
0.00
17.88
3.71
0.03 - - - -
0.03
52.33
0.00
17.87
3.71
0.03 - - - -
0.03
52.42
0.00
17.87
3.71
0.03 - -
0.03
1
52.50
0.00
17.87
3.71
_ _
0.03
0.03
52.58
0.00
17.87
3.71
0.03 - - - -
0.03
52.
52.75 75
0.00
0.00
17.87
17.87
3.71
3.71
0.03 - _ _ -
0.03
0.03
0.03
52.83
0.00
17.87
3.71
0.03
0.03
52.92
0.00
17.87
3.71
0.03 - - - -
0.03
53.00
0.00
17.87
3.71
0.03 - - - -
0.03
53.08
0.00
17.87
3.71
0.03 - - - -
0.03
53.17
0.00
17.87
3.70
0.03 - - - -
0.03
53.25
0.00
17.87
3.70
0.03 - - - -
0.03
'
53.33
0.00
17.87
3.70
0.03 - -
0.03
53.42
0.00
17.87
3.70
_ _
0.03
0.03
53.50
0.00
17.87
3.70
0.03 - - - -
0.03 .
53.58
0.00
17.87
3.70
0.03 - -
0.03
53.67
0.00
17.87
3.70
_ _
0.03
0.03
53.75
0.00
17.86
3.70
0.03 - - - -
0.03
53.83
0.00
17.86
3.70
0.03 - - - -
0.03
53.92
0.00
17.86
3.70
0.03 - -
0.03
54.00
0.00
17.86
3.70
_ _
0.02
0.02
54.08
0.00
17.86
3.70
0.02 - - - -
0.02
54.17
0.00
17.86
3.70
0.02 - - - -
0.02
'.
54.25
0.00
17.86
3.70
0.02 - -
0.02
54.33
0.00
17.86
3.70
_ _
0.02
0.02
54.42
0.00
17.86
3.70
0.02 - - - -
0.02
54.50
0.00
17.86
3.70
0.02 - - - -
0.02
54.58
0.00
17.86
3.70
0.02 - - - -
0.02
54.67
0.00
17.86
3.70
0.02 - - - -
0.02
54.75
0.00
17.86
3.70
0.02 - - - -
0.02
54.83
0.00
17.86
3.70
0.02 - -
0.02
54.92
0.00
17.86
3.70
_ _
0.02
0.02
55.00
0.00
17.86
3.70
0.02 - - - -
0.02
55.08
55.17
0.00
0.00
17.86
17.86
3.70
3.70
0.02 - _ _ -
0.02
0.02
0.02
55.25
0.00
17.86
3.69
0.02 - - - -
0.02
55.33
0.00
17.85
3.69
0.02 - - - -
0.02
55.42
0.00
17.85
3.69
0.02 - -
0.02
55.50
0.00
17.85
3.69
_ _
0.02
0.02
55.58
0.00
17.85
3.69
0.02 - - - -
0.02
55.
0.00
17.85
3.69
0.02
0.02
55.75 75
0.00
17.85
3.69
- _ _ -
0.02
0.02
55.83
0.00
17.85
3.69
0.02
0.02
55.92
0.00
17.85
3.69
0.02 - - - -
0.02
56.00
0.00
17.85
3.69
0.02 - -
0.02
I
56.08
0.00
17.85
3.69
_ _
0.02
0.02
.1
Confines on next page...

KURE DUNES Page 15
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A
Weir B Weir C Outflow
(hrs)
(cfs)
(ft)
(Cfs)
(Cfs) (cfs) (Cfs)
(cfs) (Cfs) (cfs)
56.17
0.00
17.85
3.69
0.02 -
- 0.02
56.25
0.00
17.85
3.69
_
0.02
_
0.02
56.33
0.00
17.85
3.69
0.02 - -
- - 0.02
56.42
0.00
17.85
3.69
0.02 - -
- - 0.02
1
56.50
0.00
17.85
3.69
0.02 -
- 0.02
56.58
0.00
17.85
3.69
_
0.02
_
0.02
56.67
0.00
17.85
3.69
0.02 - -
- - 0.02
56.75
0.00
17.85
3.69
0.02 -
- 0.02
56.83
0.00
17.85
3.69
_
0.02
_
0.02
56.92
0.00
17.84
3.69
0.02 - -
- - 0.02
57.00
0.00
17.84
3.69
0.02 - -
- - 0.02
57.08
0.00
17.84
3.69
0.02 -
- 0.02
57.17
0.00
17.84
3.69
_
0.02
_
0.02
57.25
0.00
17.84
3.69
0.02 - -
- - 0.02
57.
0.00
17.84
3.69
0.02
0.02
57.42 42
0.00
17.84
3.69
- _
0.02
_ -
0.02
57.50
0.00
17.84
3.68
0.02
0.02
57.58
0.00
17.84
3.68
0.02 - -
- - 0.02 .
57.67
0.00
17.84
3.68
0.02 -
- 0.02
57.75
0.00
17.84
3.68
_
0.02
_
0.02
57.83
0.00
17.84
3.68
0.02 - -
- - 0.02
57.92
0.00
17.84
3.68
0.02 - -
- - 0.02
58.00
0.00
17.84
3.68
0.02 -
0.02
58.08
0.00
17.84
3.68
_
0.02
_ _.
0.02
58.17
0.00
17.84
3.68
0.02 - -
- - 0.02
58.
58.33 33
0.00
0.00
17.84
17.84
3.68
3.68
0.02 - _
0.02
_ - 0.02
0.02
58.42
0.00
17.84
3.68
0.02
- 0.02
58.50
0.00
17.84
3.68
0.02 - -
- - 0.02
58.58
0.00
17.83
3.68
0.02 -
- 0.02
1
58.67
0.00
17.83
3.68
_
0.02
_
0.02
58.75
0.00
17.83
3.68
0.02 - -
- - 0.02
58.83
0.00
17.83
3.68
0.02 - -
- - 0.02
58.92
0.00
17.83
3.68
0.02 -
- 0.02
59.00
0.00
17.83
3.68
_
0.02
_
0.02
59.08
0.00
17.83
3.68
0.02 - -
- - 0.02
59.17
0.00
17.83
3.68
0.02 -
- 0.02
59.25
0.00
17.83
3.68
_
0.02
_
0.02
59.33
0.00
17.83
3.68
0.02 - -
- - 0.02
59.42
0.00
17.83
3.68
0.02 - -
- - 0.02
59.50
0.00
17.83
3.68
0.02 -
- 0.02
59.58
0.00
17.83
3.68
_
0.02
_
0.02
59.67
0.00
17.83
3.68
0.02 - -
- - 0.02
59.83
0.00
17.83
3.67
0.02
0.02
59.83
0.00
17.83
3.67
- _
0.02
_ -
0.02
59.92
0.00
17.83
3.67
0.02
0.02
60.00
0.00
17.83
3.67
0.02 - -
- - 0.02
60.08
0.00
17.83
3.67
0.02 -
- 0.02
1
60.17
0.00
17.83
3.67
_
0.02
_
0.02
Continues on next page...

I
KURE DUNES page 16
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A WeirEl Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
60.25
0.00
17.83
3.67
0.02 - -
0.02
60.33
0.00
17.82
3.67
_ _
0.02
0.02
60.42
0.00
17.82
3.67
0.02 - - - -
0.02
60.50
0.00
17.82
3.67
0.02 - - - -
0.02
'
60.58
0.00
17.82
3.67
0.02 - -
0.02
60.67
0.00
17.82
3.67
_ _
0.02
0.02
60.75
0.00
17.82
3.67
0.02 - - - -
0.02
1
60.83
60.92
0.00
0.00
17.82
17.82
3.67
3.67
0.02 - _ _ -
0.02
0.02
0.02
61.00
0.00
17.82
3.67
0.02 - - - -
0.02
61.08
0.00
17.82
3.67
0.02 - - - -
0.02
61.17
0.00
17.82
3.67
0.02
0.02
61.25
0.00
17.82
3.67
0.02 - - - -
0.02
61.33
0.00
17.82
3.67
0.02 - - - -
0.02
61.
0.00
17.82
3.67
0.02
0.02
'
61.50 50
0.00
17.82
3.67
- _ _ =
0.02
0,02
61.58
0.00
17.82
3.67
0.02
0.02
61.67
0.00
17.82
3.67
0.02 - - - -
0.02
61.75
0.00
17.82
3.67
0.02 -
0.02
61.83
0.00
17.82
3.67
_ _ =
0.02
0.02
61.92
0.00
17.82
3.67
0.02 - - - -
0.02
62.00
0.00
17.82
3.67
0.02 - - - -
0.02
62.08
0.00
17.82
3.67
0.02 - - - -
0.02
62.17
0.00
17.82
3.67
0.02 - - - -
0.02
62.25
0.00
17.81
3.67
0.02 - - - -
0.02
62.
62.42 42
0.00
0.00
17.81
17.81
3.67
3.67
0.02 - _ _ -
0.02
0.02
0.02
62.50
0.00
17.81
3.66
0.02 - - -
0.02
62.58
0.00
17.81
3.66
0.02 - - - -
0.02
62.67
0.00
17.81
3.66
0.02 - -
0.02
62.75
0.00
17.81
3.66
_ _
0.02
0.02
62.83
0.00
17.81
3.66
0.02 - - - -
0.02
62.92
0.00
17.81
3.66
0.02 - - - -
0.02
'
63.00
0.00
17.81
3.66
0.02 - -
0.02
63.08
0.00
17.81
3.66
_ _
0.02
0.02
63.17
0.00
17.81
3.66
0.02 - - - -
0.02
'
63.25
63.33
0.00
0.00
17.81
17.81
3.66
3.66
0.02 - _ _ -
0.02
0.02
0.02
63.42
0.00
17.81
3.66
0.02 - - - -
0.02
63.50
0.00
17.81
3.66
0.02 - - - -
0.02
'
63.58
0.00
17.81
3.66
0.02 - -
0.02
63.67
0.00
17.81
3.66
_ _
0.02
0.02
63.75
0.00
17.81
3.66
0.02 - - - -
0.02
1
63.
63.92 92
0.00
0.00
17.81
17.81
3.66
3.66
0.02 - _ _ -
0.02
0.02
0,02
64.00
0.00
17.81
3.66
0.02 - - -
0.02
64.08
0.00
17.81
3.66
0.02 - - - -
0.02
0.00
17.81
3.66
0.02 - -
0.02
'64.17
64.25
0.00
17.81
3.66
_ _
0.02
0.02
' Continues on next page...

1
1 KURE DUNES page 17
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A
Weir B Weir C Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (Cfs)
(cfs) (Cfs) (Cfs)
64.33
0.00
17.80
3.66
0.02 -
- 0.02
1
64.42
0.00
17.80
3.66
_
0.02
_
0.02
64.50
0.00
17.80
3.66
0.02 - -
- - 0.02
64.58
0.00
17.80
3.66
0.02 - -
- - 0.02
64.67
0.00
17.80
3.66
0.02 -
- 0.02
64.75
0.00
17.80
3.66
_
0.02
_
0.02
64.83
0.00
17.80
3.66
0.02 - -
- - 0.02
64.92
0.00
17.80
3.66
0.02 -
- 0.02
65.00
0.00
17.80
3.66
_
0.02
_
0.02
65.08
0.00
17.80
3.66
0.02 - -
- - 0.02
65.17
0.00
17.80
3.66
0.02 - -
- - 0.02
65.25
0.00
17.80
3.66
0.02 -
- 0.02
I
65.33
0.00
17.80
3.66
_
0.02
_
0.02
65.42
0.00
17.80
3.65
0.02 - -
- - 0.02
65.50.
65.58
0.00
0.00
17.80
17.80
3.65
3.65
0.02 - _
0.02
_ - 0.02
0.02
65.67
0.00
17.80
3.65
0.02
0.02
65.75
0.00
17.80
3.65
0.02 - -
- - 0.02
65.83
0.00
17.80
3.65
0.02 -
- 0.02
65.92
0.00
17.80
3.65
_
0.02
_
0.02
66.00
0.00
17.80
3.65
0.02 - -
- - 0.02
66.08
0.00
17.80
3.65
0.02 - -
- - 0.02
66.17
0.00
17.80
3.65
0.02 -
- 0.02
66.25
0.00
17.80
3.65
_
0.02
_
0.02
66.33
0.00
17.80
3.65
0.02 - -
- - 0.02
66.
66.50 50
0.00
0.00
17.80
17.80
3.65
3.65
0.02 - _
0.02
_ - 0.02
0.02
66.58
0.00
17.79
3.65
0.02 -
- - 0.02
66.67
0.00
17.79
3.65
0.02 - -
- - 0.02
66.75
0.00
17.79
3.65
0.02 -
- 0.02
I
66.83
0.00
17.79
3.65
_
0.02
_
0.02
66.92
0.00
17.79
3.65
0.02 - -
- - 0.02
67.00
0.00
17.79
3.65
0.02 - -
- - 0.02
67.08
0.00
17.79
3.65
0.02 -
- 0.02
67.17
0.00
17.79
3.65
_
0.02
_
0.02
67.25
0.00
17.79
3.65
0.02 - -
- - 0.02
67.33
0.00
17.79
3.65
0.01 -
- 0.01
67.42
0.00
17.79
3.65
_
0.01
_
0.01
67.50
0.00
17.79
3.65
0.01 - -
- - 0.01
67.58
0.00
17.79
3.65
0.01 - -
- - 0.01
67.67
0.00
17.79
3.65
0.01 -
- 0.01
67.75
0.00
17.79
3.65
_
0.01
_
0.01
67.83
0.00
17.79
3.65
0.01 - -
- - 0.01
1
6.
68.00 00
0.00
0.00
17.79
17.79
3.65
3.65
0.01 - _
0.01
_ - 0.01
0.01
68.08
0.00
17.79
3.65
0.01 -
- - 0.01
68.17
0.00
17.79
3.65
0.01 - -
- - 0.01
68.25
0.00
17.79
3.65
0.01 -
- 0.01
68.33
0.00
17.79
3.65
_
0.01
_
0.01
Continues on next page...

KURE DUNES
Page 18
1
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
Ids)
(cfs) (cfs) (cfs) (cfs) (cfs)'
(cfs)
68.42
0.00
17.79
3.65
0.01 - -
0.01
68.50
0.00
17.79
3.65
_ _
0.01
0.01
68.58
0.00
17.79
3.65
0.01 - - - -
0.01
68.67
0.00
17.79
3.65
0.01 - - - -
0.01
I
68.75
0.00
17.79
3.64
0.01 - -
0.01
68.83
0.00
17.79
3.64
_ _
0.01
0.01
68.92
0.00
17.79
3.64
0.01 - - - -
0.01
69.0
69.08
0.00
0.00
17.7
17.788
3.64
3.64
0.01 - _ _ -
0.01
0.01
0.01
69.17
0.00
17.78
3.64
0.01 -
0.01
69.25
0.00
17.78
3.64
0.01 - - - -
0.01
69.33
0.00
17.78
3.64
0.01 - -
0.01
69.42
0.00
17.78
3.64
_ _
0.01
0.01
69.50
0.00
17.78
3.64
0.01 - - - -
0.01
69.58
0.00
17.78
3.64
0.01 - - - -
0.01
69.67
0.00
17.78
3.64
0.01 -
0.01
69.75
0.00
17.78
3.64
_ _ =
0.01
0.01
69.83
0.00
17.78
3.64
0.01 - - - -
0.01
1
69.92
70.00
0.00
0.00
17.78
17.78
3.64
3.64
0.01 - _ _ =
0.01
0.01
0.01
70.08
0.00
17.78
3.64
0.01 - - - -
0.01
70.17
0.00
17.78
3.64
0.01 - - - -
0.01
70.25
0.00
17.78
3.64
0.01 -
0.01
'
70.33
0.00
17.78
3.64
_ _ =
0.01
0.01
70.42
0.00
17.78
3.64
0.01 - - - -
0.01
70.5
0.00
17.78
3.64
0.01
0.01
70.58
0.00
17.78
3.64
- _ _ -
0.01
0.01
70.67
0.00
17.78
3.64
0.01
0.01
70.75
0.00
17.78
3.64
0.01 - - - -
0.01
70.83
0.00
17.78
3.64
0.01 - -
0.01
70.92
0.00
17.78
3.64
_ _
0.01
0.01
71.00
0.00
17.78
3.64
0.01 - - - -
0.01
71.08
0.00
17.78
3.64
0.01 - - - -
0.01
'
71.17
0.00
17.78
3.64
0.01 - -
0.01
71.25
0.00
17.78
3.64
_ _
0.01
0.01
71.33
0.00
17.78
3.64
0.01 - - - -
0.01
71.
71.50 50
0.00
0.00
17.78
17.78
3.64
3.64
0.01 - _ _ -
0.01
0.01
0.01
71.58
0.00
17.78
3.64
0.01 - - - -
0.01
71.67
0.00
17.78
3.64
0.01 - - - -
0.01
71.75
0.00
17.78
3.64
0.01 - -
0.01
'
71.83
0.00
17.78
3.64
_ _
0.01
0.01
71.92
0.00
17.78
3.64
0.01 - - - -
0.01
72.0
0.00
17.77
3.64
0.01
0.01
1
72.08
0.00
17.77
3.64
- _ _ -
0.01
0.01
72.17
0.00
17.77
3.64
0.01
0.01
72.25
0.00
17.77
3.64
0.01 - - - -
0.01
72.33
0.00
17.77
3.64
0.01 -
0.01
1
72.42
0.00
17.77
3.64
= _ _
0.01
0.01
I
Confinues on next page...

KURE DUNES page 19
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
72.50
0.00
17.77
3.64
0.01 - - - -
0.01
72.58
0.00
17.77
3.64
0.01 - - - -
0.01
72.67
0.00
17.77
3.64
0.01 - - - -
0.01
72.75
0.00
17.77
3.63
0.01 - - - -
0.01
72.83
0.00
17.77
3.63 -
. 0.01 - - - -
'0.01
72.92
0.00
17.77
3.63
0.01 - - - -
0.01
73.00
0.00
17.77
3.63
0.01 - - - -
0.01
73.08
0.00
17.77
3.63
0.01 - - - -
0.01
73.17
0.00
17.77
3.63
0.01 - - - -
0.01
73.25
0.00
17.77
3.63
0.01 - - - -
0.01
End

Reservoir Report
Page t
Reservoir No. 2
PHASE 4 - KURE DUNES
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[A]
[B]
[C]
Rise (in) =
15.0
2.0
0.0
Crest Len (ft)
= 8.0
10.0
0.0
Span (in) =
15.0
2.0
0.0
Crest El. (ft)
= 18.70
21.50
0.00
No. Barrels =
1
1
0
Weir Coeff.
= 3.00
3.00
3.00
Invert El. (ft) =
16.22
17.75
0.00
Eqn. Exp.
= 1.50
1.50
1.50
Length (ft) =
725.0
0.0
0.0
Multistage
= Yes
Yes
No
Slope (%) =
0.30
0.00
0.00
N-Value =
.013
.013
.013
Orif. Coeff. =
0.60
0.60
0.60
Multistage =
-
Yes
No
Tailwater Elevation = 15.18
it
IJo[e: III oWlo have peen amyied under Inlet aM ou t wneol.
1
'/
Stage / Storage Discharge
Table
Stage Storage
Elevation
Culy. A Culy. B
Culy. C Weir A
Weir B
Weir C
Discharge
(ft) (cuft)
(ft)
(cfs)
(cfs)
(cfs) (cfs)
(cfs)
(cfs)
(cfs)
0.0 00
16.22
0.00
0.00
0.00
0.00
-
0.00
0.2 01
16.37
1.63
0.00
_
0.00
0.00
0.00
0.3 01
16.52
2.30
0.00
- 0.00
0.00
-
0.00
'
0.5 02
0.6 02
16.68
16.83
2,82
2.96
0.00
0.00
- 0.00
0.00
0.0o
0.00
-
0.00
0.00
0.8 03
16.98
3.10
0.00
0.00
0.00
0.00
0.9 04
17.13
3.23
0.00
- 0.00
0.00
-
0.00
1.1 04
17.28
3.35
0.00
0.00
0.00
0.00
1
1.2 05
17.44
3.41
0.00
_
0.00
0.00
_
0.00
1.4 05
17.59
3.50
0.00
- 0.00
0.00
-
0.00
1.5 06
17.74
3.61
0.00
- 0.00
0.00
-
0.00
1.5 12
17.74
3.61
0.00
0.00
0.00
-
0.00
1.5 19
17.74
3.61
0.00
_
0.00
0.00
0.00
1.5 25
17.74
3.61
0.00
- 0.00
0.00
-
0.00
1.5 32
1.5 38
17.74
17.74
3.61
3.61
0.00
0.00
- 0.00
0.00
0.00
0.00
-
0.00
0.00
1.5 44
17.75
3.62
0.00
- 0.00
0.00
-
0.00
1.5 51
17.75
3.62
0.00
- 0.00
0.00
-
0.00
1.5 57
17.75
3.62
0.00
0.00
0.00
0.00
1.5 64
17.75
3.62
0.00
_
0.00
0.00
_
0.00
1.5 70
17.75
3.62
0.00
- 0.00
0.00
-
0.00
1
1.6 405
1.6 740
17,77
17.80
3.64
3.65
0.01
0.02
- 0,00
0.00
0,00
0.00
-
0.01
0.02
1.6 1,075
17.82
3.67
0.02
0.00
0.00
0.02
I
Continues on next page...
I

JL
PHASE 4 - KURE DUNES Page 2
Stage / Storage / Discharge Table
Stage Storage Elevation Culy. A Culy. B Culy. C Weir A Weir B Weir C Discharge
(ft) (cuft) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs)
1.6
1,410
17.85
3.69
0.02 -
0.00
0.00
0.02
'
1.7
1,746
17.87
3.71
0.03
0.00
_
0.00
0.03
1.7
2,081
17.90
3.73
0.03 -
0.00
0.00 -
0.03
1.7
2,416
17.92
3.75
0.03 -
0.00
0.00 -
0.03
1.7
2,751
17.95
3.76
0.04 -
0.00
0.00 -
0.04
1.8
3,086
17.97
3.78
0.04
0.00
0.00
0.04
1.8
3,421
18.00
3.80
0.04 -
0.00
0.00 -
0.04
1.9
2.0
4,890
6,360
18.10
18.20
3.87
3.94
0.05 -
0.06
0.00
0.00
0.00 _
0.00
0.05
0.06
2.1
7,829
18.30
4.00
0.07
0.00
0.00 -
0.07
2.2
9,298
18.40
4.07
0.08 -
0,00
0.00 -
0.08
2.3
10,767
18.50
4.13
0.09 -
0.00
0.00
0.09
2.4
12,237
18.60
4.20
0.09
0.00
_
0.00
0.09
2.5
13,706
18.70
4.26
0.10 -
0.00
0.00 -
0.10
2.6
15,175
18.80
4.32
0.10 -
0.78
0.00 -
0.86
2.7
16,645
18.90
4.38
0.11 -
2.15
0.00 -
2.26
2.8
18,114
19.00
4.44
0.11
3.94
0.00
4.06
2.9
19,757
19.10
4.50
0.09 -
6.07
0.00 -
4.50
1
3.0
3.1
21,400
23,043
19.20
19.30
4.56
4.62
0.00 _
0.00
8.49
11.15
0.00 -
0.00
4.56
4.62
3.2
24,686
19.40
4.68
0.00 -
14.06
0.00 -
4.68
3.3
26,329
19.50
4.74
0.00 -
17.17
0.00 -
4.74
3.4
27,972
19.60
4.79
0.00 -
20.49
0.00 -
4.79
3.5
29,615
19.70
4.85
0.00
24.00
0.00
4.85
3.6
31,258
19.80
4.90
0.00 -
27.69
0.00 -
4.90
3.7
32,901
19.90
4,96
0,00 -
31.55
0,00 -
4,96
'
3.8
34,544
20.00
5.01
0.00
35.57
0.00
5.01
3.9
36,444
20.10
5.06
0.00
39.76
0.00
5.06
4.0
38,344
20.20
5.11
0.00 -
44.09
0.00 -
5.11
4.1
40,243
20.30
5.17
0.00
48.57
0.00
5.17
'
4.2
42,143
20.40
5.22
_
0.00
53.20
_
0.00
5.22
4.3
44,043
20.50
5.27
0.00 -
57.96
0.00 -
5.27
4.4
45,943
20.60
5.32
0.00 -
62.86
0.00 -
5.32
'
4.5
47,843
20.70
5.37
0.00 -
67.88
0.00
5.37
4.6
49,742
20.80
5.42
0.00
73.04
_
0.00
5.42
4.7
51,642
20.90
5.47
0.00 -
78.32
0.00 -
5.47
4.8
4.8
53,542
54,614
21.00
21.05
5.52
5.54
0.00 _
0.00
83.71
86.46
0.00 _
0.00
5.52
5.54
4.9
55,687
21.10
5.56
0.00 -
89.23
0.00 -
5.56
4.9
56,759
21.15
5.59
0.00 -
92.04
0.00 -
5.59
5.0
57,831
21.20
5.61
0.00
94.87
0.00
5.61
'
5.0
58,904
21.25
5.64
_
0.00
97.73
_
0.00
5.64
5.1
59,976
21.30
5.66
0.00 -
100.62
0.00 -
5.66
5.1
61,048
21.35
5.68
0.00 -
103.53
0.00 -
5.68
5.2
62,120
21.40
5.71
0.00
106.48
0.00
5.71
5.2
63,193
21.45
5.73
0.00
109.45
0.00
5.73
5.3
64,265
21.50
5.75
0.00 -
112.45
0.00 -
5.75
I
I

Hydrograph Report
Hyd. No. 9
1-INCH STORM THE KEYS
Hydrograph type = Manual
Storm frequency = 10 yrs
Hydrograph Discharge Table
Time -- Outflow
(hrs
cfs)
0.08
80.26 <<
0.17
80.26 <<
... End
Page 1
Peak discharge = 80.26 cis
Time interval = 5 min
Total Volume = 48,156 cult, 1.106 aoft

Hydrograph Report
page I
Hyd. No. 11
Hydrograph type = Combine
Peak discharge
= 80.34 cfs
Storm frequency = 10 yrs
Time interval
= 5 min
1 st inflow hyd. No. = 9
2nd inflow hyd. No.
= 10
'
= 60,077 1.M acft
Total volume
curt,
Hydrograph Discharge Table
'
Time 1st Inflow +
2nd Inflow _
Outflow
(hrs) (cfs)
(cfs)
(cfs)
0.08 8026 <<
0.04
80.30
0.17 80.26 <<
0.08
80.34 <<
0.25 0.00
0.09 <<
0.09
0.33 0.00
0.09
0.09
0.42 0.00
0.09
0.09
1
0,50 0.00
0.58 0.00
0.09
0.09
0.09
0.09
0.67 0.00
0.09
0.09
0.75 0.00
0.09
0.09
0.83 0.00
0.09
0.09
0.92 0.00
0.09
0.09
1.00 0.00
0.09
0.09
1.08 0.00
0.09
0.09
1.17 0.00
0.09
0.09
'
1.25 0.00
0.09
0.09
1.33 0.00
0.09
0.09
1.42 0.00
0.09
0.09
1
1.50 0.00
0.09
0.09
1.58 0.00
0.09
0.09
1.67 0.00
0.09
0.09
1.75 0.00
0.09
0.09
1.83 0.00
0.09
0.09
1.92 0.00
0.09
0.09
2,00 0,00
0.09
0.09
2.08 0.00
0.09
0.09
2.17 0.00
0.09
0.09
2.25 0.00
0.09
0.09
2.33 0.00
0.09
0.09
2.42 0.00
0.09
0.09
2.50 0.00
0.09
0.09
2.58 0.00
0.09
0.09
2.67 0.00
0.09
0.09
2.75 0.00
0.09
0.09
2.83 0.00
0.09
0.09
2.92 0.00
0.09
0.09
3.00 0.00
0.09
0.09
Continues on next page...

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11
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Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
3.08
0.00
0.09
0.09
3.17
0.00
0.09
0.09
3.25
0.00
0.09
0.09
3.33
0.00
0.09
0.09
3.42
0.00
0.09
0.09
3.50
0.00
0.09
0.09
3.58
0.00
0.09
0.09
3.67
0.00
0.09
0.09
3.75
0.00
0.09
0.09
3.83
0.00
0.09
0.09
3.92
0.00
0.09
0.09
4.00
0.00
0.09
0.09
4.08
0.00
0.09
0.09
4.17
0.00
0.09
0.09
4.25
0.00
0.09
0.09
4.33
0.00
0.09
0.09
4.42
0.00
0.09
0.09
4.50
0.00
0.09
0.09
4.58
0.00
0.09
0.09
4.67
0.00
0.09
0.09
4.75
0.00
0.09
0.09
4.83
0.00
0.09
0.09
4.92
0.00
0.09
0.09
5.00
0.00
0.09
0.09
5.08
0.00
0.09
0.09
5.17
0.00
0.09
0.09
5.25
0.00
0.09
0.09
5.33
0.00
0.09
0.09
5.42
0.00
0.09
0.09
5.50
0.00
0.09
0.09
5.58
0.00
0.09
0.09
5.67
0.00
0.09
0.09
5.75
0.00
0.09
0.09
5.83
0.00
0.09
0.09
5.92
0.00
0.09
0.09
6.00
0.00
0.09
0.09
6.08
0.00
0.09
0.09
6.17
0.00
0.09
0.09
6.25
0.00
0.09
0.09
6.33
0.00
0.09
0.09
6.42
0.00
0.09
0.09
6.50
0.00
0.09
0.09
6.58
0.00
0.09
0.09
6.67
0.00
0.09
0.09
6.75
0.00
0.09
0.09
6.83
0.00
0.09
0.09
6.92
0.00
0.08
0.08
7.00
0.00
0.08
0.08
7.08
0.00
0.08
0.08
Continues on next page...
Pape 2

Page 3
Hydrograph Discharge Table
rTime
1st Inflow +
2nd Inflow =
outflow
(hrs)
(cfs)
(cfs)
(cfs)
7.17
0.00
0.08
0.08
7.25
0.00
0.08
0.08
7.33
0.00
0.08
0.08
7.42
0.00
0.08
0.08
7.50
0.00
0.08
0.08
7.58
0.00
0.08
0.08
7.67
0.00
0.08
0.08
7.75
0.00
0.08
0.08
7.83
0.00
0.08
0.08
7.92
0.00
0.08
0.08
8.00
0.00
0.08
0.08
8.08
0.00
0.08
0.08
8.17
0.00
0.08
0.08
8.25
0.00
0.08
0.08
8.33
0.00
0.08
0.08
0.08
0.08
8.42
0.00
8.50
0.00
0.08
0.08
8.58
0.00
0.08
0.08
'
8.67
0.00
0.08
0.08
8.75
0.00
0.08
0.08
8.83
0.00
0.08
0.08
8.92
0.00
0.08
0.08
9.00
0.00
0.08
0.08
9.08
0.00
0.08
0.08
9.17
0.00
0.08
0.08
9.25
0.00
0.08
0.08
0.08
9.33
0.00
0.08
9.42
0.00
0.08
0.08
9.50
0.00
0.08
0.08
1
9.58
0.00
0.08
0.08
9.67
0.00
0.08
0.08
9.75
0.00
0.08
0.08
9.83
0.00
0.08
0.08
0.08
0.08
9.92
0.00
10.00
0.00
0.08
0.08
10.08
0.00
0.08
0.08
10.17
0.00
0.08
0.08
10.25
0.00
0.08
0.08
10.33
0.00
0.08
0.08
10.42
0.00
0.08
0.08
'
10.50
0.00
0.08
0.08
10.58
0.00
0.08
0.08
10.67
0.00
0.08
0.08-,
'
10.75
0.00
0.08
0.08
0.08
10.83
0.00
0.08
10.92
0.00
0.08
0.08
11.00
0.00
0.08
0.08
'
11.08
0.00
0.08
0.08
11.17
0.00
0.08
0.08
Continues on next page...
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Hydrograph Discharge Table
Time
1st inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
11.25
0.00
0.08
0.08
11.33
0.00
0.08
0.08
11.42
0.00
0.08
0.08
11.50
0.00
0.08
0.08
11.58
0.00
0.08
0.08
11.67
0.00
0.08
0.08
11.75
0.00
0.08
0.08
11.83
0.00
0.08
0.08
11.92
0.00
0.08
0.08
12.00
0.00
0.08
0.08
12.08
0.00
0.08
0.08
12.17
0.00
0.08
0.08
12.25
0.00
0.08
0.08
12.33
0.00
0.08
0.08
12.42
0.00
0.08
0.08
12.50
0.00
0.08
0.08
12.58
0.00
0.08
0.08
12.67
0.00
0.08
0.08
12.75
0.00
0.08
0.08
12.83
0.00
0.08
0.08
12.92
0.00
0.08
0.08
13.00
0.00
0.08
0.08
13.08
0.00
0.08
0.08
13.17
0.00
0.08
0.08
13.25
0.00
0.08
0.08
13.33
0.00
0.08
0.08
13.42
0.00
0.08
0.08
13.50
0.00
0.08
0.08
13.58
0.00
0.08
0.08
13.67
0.00
0.08
0.08
13.75
0.00
0.08
0.08
13.83
0.00
0.08
0.08
13.92
0.00
0.08
0.08
14.00
0.00
0.08
0.08
14.08
0.00
0.08
0.08
14.17
0.00
0.08
0.08
14.25
0.00
0.08
0.08
14.33
0.00
0.07
0.07
14.42
0.00
0.07
0.07
14.50
0.00
0.07
0.07
14.58
0.00
0.07
0.07
14.67
0.00
0.07
0.07
14.75
0.00
0.07
0.07
14.83
0.00
0.07
0.07
14.92
0.00
0.07
0.07
15.00
0.00
0.07
0.07
15.08
0.00
0.07
0.07
15.17
0.00
0.07
0.07
15.25
0.00
0.07
0.07
Continues on next page...
Page 4

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r
Hydrograph Discharge Table
Time
7st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
15.33
0.00
0.07
0.07
15.42
0.00
0.07
0.07
15.50
0.00
0.07
0.07
15.58
0.00
0.07
0.07
15.67
0.00
0.07
0.07
15.75
0.00
0.07
0.07
15.83
0.00
0.07
0.07
15.92
0.00
0.07
0.07
16.00
0.00
0.07
0.07
16.08
0.00
0.07
0.07
16.17
0.00
0.07
0.07
16.25
0.00
0.07
0.07
16.33
0.00
0.07
0.07
16.42
0.00
0.07
0.07
16.50
0.00
0.07
0.07
16.58
0.00
0.07
0.07
16.67
0.00
0.07
0.07
16.75
0.00
0.07
0.07
16.83
0.00
0.07
0.07
16.92
0.00
0.07
0.07
17.00
0.00
0.07
0.07
17.08
0.00
0.07
0.07
17.17
0.00
0.07
0.07
17.25
0.00
0.07
0.07
17.33
0.00
0.07
0.07
17.42
0.00
0.07
0.07
17.50
0.00
0.07
0.07
17.58
0.00
0.07
0.07
17.67
0.00
0.07
0.07
17.75
0.00
0.07
0.07
17.83
0.00
0.07
0.07
17.92
0.00
0.07
0.07
18.00
0.00
0.07
0.07
18.08
0.00
0.07
0.07
18.17
0.00
0.07
0.07
18.25
0.00
0.07
0.07
18.33
0.00
0.07
0.07
18.42
0.00
0.07
0.07
18.50
0.00
0.07
0.07
18.58
0.00
0.07
0.07
18.67
0.00
0.07
0.07
18.75
0.00
0.07
0.07
18.83
0.00
0.07
0.07
18.92
0.00
0.07
0.07
19.00
0.00
0.07
0.07
19.08
0.00
0.07
0.07
19.17
0.00
0.07
0.07
19.25
0.00
0.07
0.07
19.33
0.00
0.07
0.07
Continues on next page...
Page 5

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�1
1
I
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
19.42
0.00
0.07
0.07
19.50
0.00
0.07
0.07
19.58
0.00
0.07
0.07
19.67
0.00
0.07
0.07
19.75
0.00
0.07
0.07
19.83
0.00
0.07
0.07
19.92
0.00
0.07
0.07
20.00
0.00
0.07
0.07
20.08
0.00
0.07
0.07
20.17
0.00
0.07
0.07
20.25
0.00
0.07
0.07
20.33
0.00
0.07
0.07
20.42
0.00
0.07
0.07
20.50
0.00
0.07
0.07
20.58
0.00
0.07
0.07
20.67
0.00
0.07
0.07
20.75
0.00
0.07
0.07
20.83
0.00
0.07
0.07
20.92
0.00
0.07
0.07
21.00
0.00
0.07
0.07
21.08
0.00
0.07
0.07
21.17
0.00
0.07
0.07
21.25
0.00
0.07
0.07
21.33
0.00
0.07
0.07
21.42
0.00
0.07
0.07
21.50
0.00
0.07
0.07
21.58
0.00
0.07
0.07
21.67
0.00
0.07
0.07
21.75
0.00
0.06
0.08
21.83
0.00
0.06
0.06
21.92
0.00
0.06
0.06
22.00
0.00
0.06
0.06
22.08
0.00
0.06
0.06
22.17
0.00
0.06
0.06
22.25
0.00
0.06
0.06
22.33
0.00
0.06
0.06
22.42
0.00
0.06
0.06
22.50
0.00
0.06
0.06
22.58
0.00
0.06
0.06
22.67
0.00
0.06
0.06
22.75
0.00
0.06
0.06
22.83
0.00
0.06
0.06
22.92
0.00
0.06
0.06
23.00
0.00
0.06
0.06
23.08
0.00
0.06
0.06
23.17
0.00
0.06
0.06
23.25
0.00
0.06
0.06
23.33
0.00
0.06
0.06
23.42
0.00
0.06
0.06
Continues on next page...
Page 6

Page 7
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
23.50
0.00
0.06
0.06
23.58
0.00
0.06
0.06
23.67
0.00
0.06
0.06
23.75
0.00
0.06
0.06
23.83
0.00
0.06
0.06
23.92
0.00
0.06
0.06
24.00
0.00
0.06
0.06
24.08
0.00
0.06
0.06
24.17
0.00
0.06
0.06
24.25
0.00
0.06
0.06
24.33
0.00
0.06
0.06
24.42
0.00
0.06
0.06
24.50
0.00
0.06
0.06
24.58
0.00
0.06
0.06
24.67
0.00
0.06
0.06
24.75
0.00
0.06
0.06
24.83
0.00
0.06
0.06
24.92
0.00
0.06
0.06
25.00
0.00
0.06
0.06
25.08
0.00
0.06
0.06
25.17
0.00
0.06
0.06
25.25
0.00
0.06
0.06
25.33
0.00
0.06
0.06
25.42
0.00
0.06
0.06
25.50
0.00
0.06
0.06
25.58
0.00
0.06
0.06
25.67
0.00
0.06
0.06
25.75
0.00
0.06
0.06
25.83
0.00
0.06
0.06
25.92
0.00
0.06
0.06
26.00
0.00
0.06
0.06
26.08
0.00
0.06
0.06
26.17
0.00
0.06
0.06
26.25
0.00
0.06
0.06
26.33
0.00
0.06
0.06
26.42
0.00
0.06
0.06
26.50
0.00
0.06
0.06
26.58
0.00
0.06
0.06
26.67
0.00
0.06
0.05
26.75
0.00
0.06
0.06
26.83
0.00
0.06
0.06
26.92
0.00
0.06
0.06
27.00
0.00
0.06
0.06
27.08
0.00
0.06
0.06
27.17
0.00
0.06
0.06
27.25
0.00
0.06
0.06
27.33
0.00
0.06
0.06
27.42
0.00
0.06
0.06
27.50
0.00
0.06
0.06
Continues on next page...

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Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
27.58
0.00
0.06
0.06
27.67
0.00
0.06
0.06
27.75
0.00
0.06
0.06
27.83
0.00
0.06
0.06
27.92
0.00
0.06
0.06
28.00
0.00
0.06
0.06
28.08
0.00
0.06
0.06
28.17
0.00
0.06
0.06
28.25
0.00
0.06
0.06
28.33
0.00
0.06
0.06
28.42
0.00
0.06
0.06
28.50
0.00
0.06
0.06
28.58
0.00
0.06
0.06
28.67
0.00
0.06
0.06
28.75
0.00
0.06
0.06
28.83
0.00
0.06
0.06
28.92
0.00
0.06
0.06
29.00
0.00
0.06
0.06
29.08
0.00
0.06
0.06
29.17
0.00
0.05
0.05
29.25
0.00
0.05
0.05
29.33
0.00
0.05
0.05
29.42
0.00
0.05
0.05
29.50
0.00
0.05
0.05
29.58
0.00
0.05
0.05
29.67
0.00
0.05
0.05
29.75
0.00
0.05
0.05
29.83
0.00
0.05
0.05
29.92
0.00
0.05
0.05
30.00
0.00
0.05
0.05
30.08
0.00
0.05
0.05
30.17
0.00
0.05
0.05
30.25
0.00
0.05
0.05
30.33
0.00
0.05
0.05
30.42
0.00
0.05
0.05
30.50
0.00
0.05
0.05
30.58
0.00
0.05
0.05
30.67
0.00
0.05
0.05
30.75
0.00
0.05
0.05
30.83
0.00
0.05
0.05
30.92
0.00
0.05
0.05
31.00
0.00
0.05
0.05
31.08
0.00
0.05
0.05
31.17
0.00
0.05
0.05
31.25
0.00
0.05
0.05
31.33
0.00
0.05
0.05
31.42
0.00
0.05
0.05
31.50
0.00
0.05
0.05
31.58
0.00
0.05
0.05
Continues on next page...
Page 8
I

I
71
LJ
I
11
1
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
31.67
0.00
0.05
0.05
31.75
0.00
0.05
0.05
31.83
0.00
0.05
0.05
31.92
0.00
0.05
0.05
32.00
0.00
0.05
0.05
32.08
0.00
0.05
0.05
32.17
0.00
0.05
0.05
32.25
0.00
0.05
0.05
32.33
0.00
0.05
0.05
32.42
0.00
0.05
0.05
32.50
0.00
0.05
0.05
32.58
0.00
0.05
0.05
32.67
0.00
0.05
0.05
32.75
0.00
0.05
0.05
32.83
0.00
0.05
0.05
32.92
0.00
0.05
0.05
33.00
0.00
0.05
0.05
33.08
0.00
0.05
0.05
33.17
0.00
0.05
0.05
33.25
0.00
0.05
0.05
33.33
0.00
0.05
0.05
33.42
0.00
0.05
0.05
33.50
0.00
0.05
0.05
33.58
0.00
0.05
0.05
33.67
0.00
0.05
0.05
33.75
0.00
0.05
0.05
33.83
0.00
0.05
0.05
33.92
0.00
0.05
0.05
34.00
0.00
0.05
0.05
34.08
0.00
0.05
0.05
34.17
0.00
0.05
0.05
34.25
0.00
0.05
0.05
34.33
0.00
0.05
0.05
34.42
0.00
0.05
0.05
34.50
0.00
0.05
0.05
34.58
0.00
0.05
0.05
34.67
0.00
0.05
0.05
34.75
0.00
0.05
0.05
34.83
0.00
0.05
0.05
34.92
0.00
0.05
0.05
35.00
0.00
0.05
0.05
35.08
0.00
0.05
0.05
35.17
0.00
0.05
0.05
35.25
0.00
0.05
0.05
35.33
0.00
0.05
0.05
35.42
0.00
0.05
0.05
35.50
0.00
0.05
0.05
35.58
0.00
0.04
0.04
35.67
0.00
0.04
0.04
Continues on next page...
Page 9
I

i
1
1
F
1
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
35.75
0.00
0.04
0.04
35.83
0.00
0.04
0.04
35.92
0.00
0.04
0.04
36.00
0.00
0.04
0.04
36.08
0.00
0.04
0.04
36.17
0.00
0.04
0.04
36.25
0.00
0.04
0.04
36.33
0.00
0.04
0.04
36.42
0.00
0.04
0.04
36.50
0.00
0.04
0.04
36.58
0.00
0.04
0.04
36.67
0.00
0.04
0.04
36.75
0.00
0.04
0.04
36.83
0.00
0.04
0.04
36.92
0.00
0.04
0.04
37.00
0.00
0.04
0.04
37.08
0.00
0.04
0.04
37.17
0.00
0.04
0.04
37.25
0.00
0.04
0.04
37.33
0.00
0.04
0.04
37.42
0.00
0.04
0.04
37.50
0.00
0.04
0.04
37.58
0.00
0.04
0.04
37.67
0.00
0.04
0.04
37.75
0.00
0.04
0.04
37.83
0.00
0.04
0.04
37.92
0.00
0.04
0.04
38.00
0.00
0.04
0.04
38.08
0.00
0.04
0.04
38.17
0.00
0.04
0.04
38.25
0.00
0.04
0.04
38.33
0.00
0.04
0.04
38.42
0.00
0.04
0.04
38.50
0.00
0.04
0.04
38.58
0.00
0.04
0.04
38.67
0.00
0.04
0.04
38.75
0.00
0.04
0.04
38.83
0.00
0.04
0.04
38.92
0.00
0.04
0.04
39.00
0.00
0.04
0.04
39.08
0.00
0.04
0.04
39.17
0.00
0.04
0.04
39.25
0.00
0.04
0.04
39.33
0.00
0.04
0.04
39.42
0.00
0.04
0.04
39.50
0.00
0.04
0.04
39.58
0.00
0.04
0.04
39.67
0.00
0.04
0.04
39.75
0.00
0.04
0.04
Continues on next page...
Page 10
i

page 11
Hydrograph Discharge Table
'
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
39.83
0.00
0.04
0.04
39.92
0.00
0.04
0.04
40.00
0.00
0.04
0.04
40.08
0.00
0.04
0.04
40.17
0.00
0.04
0.04
40.25
0.00
0.04
0.04
40.33
0.00
0.04
0.04
'
40.42
0.00
0.04
0.04
40.50
0.00
0.04
0.04
40.58
0.00
0.04
0.04
40.67
0.00
0.04
0.04
40.75
0.00
0.04
0.04
40.83
0.00
0.04
0.04
40.92
0.00
0.04
0.04
41.00
0.00
0.04
0.04
'
41.08
0.00
0.04
0.04
41.17
0.00
0.04
0.04
41.25
0.00
0.04
0.04
41.33
0.00
0.04
0.04
41.42
0.00
0.04
0.04
41.50
0.00
0.04
0.04
41.58
0.00
0.04
0.04
41.67
0.00
0.04
0.04
41.75
0.00
0.04
0.04
41.83
0.00
0.04
0.04
41.92
0.00
0.04
0.04
42.00
0.00
0.04
0.04
42.08
0.00
0.04
0.04
42.17
42.25
0.00
0.00
0.04
0.04
0.04
0.04
42.33
0.00
0.04
0.04
42.42
0.00
0.04
0.04
42.50
0.00
0.04
0.04
42.58
0.00
0.04
0.04
42.67
0.00
0.04
0.04
42.75
0.00
0.04
0.04
42.83
0.00
0.04
0.04
42.92
0.00
0.04
0.04
43.00
0.00
0.04
0.04
43.08
0.00
0.04
0.04
'
43.17
0.00
0.04
0.04
43.25
0.00
0.04
0.04
43.33
0.00
0.04
0.04
43.42
0.00
0.04
0.04
43.50
0.00
0.04
0.04
43.58
0.00
0.04
0.04
43.67
0.00
0.03
0.03
'
43.75
0.00
0.03
0.03
43.83
0.00
0.03
0.03
Continues
on next page...
I

1
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
43.92
0.00
0.03
0.03
44.00
0.00
0.03
0.03
44.08
0.00
0.03
0.03
44.17
0.00
0.03
0.03
44.25
0.00
0.03
0.03
44.33
0.00
0.03
0.03
44.42
0.00
0.03
0.03
44.50
0.00
0.03
0.03
44.58
0.00
0.03
0.03
44.67
0.00
0.03
0.03
44.75
0.00
0.03
0.03
44.83
0.00
0.03
0.03
44.92
0.00
0.03
0.03
45.00
0.00
0.03
0.03
45.08
0.00
0.03
0.03
45.17
0.00
0.03
0.03
45.25
0.00
0.03
0.03
45.33
0.00
0.03
0.03
45.42
0.00
0.03
0.03
45.50
0.00
0.03
0.03
45.58
0.00
0.03
0.03
45.67
0.00
0.03
0.03
45.75
0.00
0.03
0.03
45.83
0.00
0.03
0.03
45.92
0.00
0.03
0.03
46.00
0.00
0.03
0.03
46.08
0.00
0.03
0.03
46.17
0.00
0.03
0.03
46.25
0.00
0.03
0.03
46.33
0.00
0.03
0.03
46.42
0.00
0.03
0.03
46.50
0.00
0.03
0.03
46.58
0.00
0.03
0.03
46.67
0.00
0.03
0.03
46.75
0.00
0.03
0.03
46.83
0.00
0.03
0.03
46.92
0.00
0.03
0.03
47.00
0.00
0.03
0.03
47.08
0.00
0.03
0.03
47.17
0.00
0.03
0.03
47.25
0.00
0.03
0.03
47.33
0.00
0.03
0.03
47.42
0.00
0.03
0.03
47.50
0.00
0.03
0.03
47.58
0.00
0.03
0.03
47.67
0.00
0.03
0.03
47.75
0.00
0.03
0.03
47.83
0.00
0.03
0.03
47.92
0.00
0.03
0.03
Continues on next page...
Page 12

11
1
11
1
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
48.00
0.00
0.03
0.03
48.08
0.00
0.03
0.03
48.17
0.00
0.03
0.03
48.25
0.00
0.03
0.03
48.33
0.00
0.03
0.03
48.42
0.00
0.03
0.03
48.50
0.00
0.03
0.03
48.58
0.00
0.03
0.03
48.67
0.00
0.03
0.03
48.75
0.00
0.03
0.03
48.83
0.00
0.03
0.03
48.92
0.00
0.03
0.03
49.00
0.00
0.03
0.03
49.08
0.00
0.03
0.03
49.17
0.00
0.03
0.03
49.25
0.00
0.03
0.03
49.33
0.00
0.03
0.03
49.42
0.00
0.03
0.03
49.50
0.00
0.03
0.03
49.58
0.00
0.03
0.03
49.67
0.00
0.03
0.03
49.75
0.00
0.03
0.03
49.83
0.00
0.03
0.03
49.92
0.00
0.03
0.03
50.00
0.00
0.03
0.03
50.08
0.00
0.03
0.03
50.17
0.00
0.03
0.03
50.25
0.00
0.03
0.03
50.33
0.00
0.03
0.03
50.42
0.00
0.03
0.03
50.50
0.00
0.03
0.03
50.58
0.00
0.03
0.03
50.67
0.00
0.03
0.03
50.75
0.00
0.03
0.03
50.83
0.00
0.03
0.03
50.92
0.00
0.03
0.03
51.00
0.00
0.03
0.03
51.08
0.00
0.03
0.03
51.17
0.00
0.03
0.03
51.25
0.00
0.03
0.03
51.33
0.00
0.03
0.03
51.42
0.00
0.03
0.03
51.50
0.00
0.03
0.03
51.58
0.00
0.03
0.03
51.67
0.00
0.03
0.03
51.75
0.00
0.03
0.03
51.83
0.00
0.03
0.03
51.92
0.00
0.03
0.03
52.00
0.00
0.03
0.03
Continues on next page...
Page 13

L1
Li
1
1
I
1
1
1
Hydrograph Discharge Table
Time
Ist Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
52.08
0.00
0.03
0.03
52.17
0.00
0.03
0.03
52.25
0.00
0.03
0.03
52.33
0.00
0.03
0.03
52.42
0.00
0.03
0.03
52.50
0.00
0.03
0.03
52.58
0.00
0.03
0.03
52.67
0.00
0.03
0.03
52.75
0.00
0.03
0.03
52.83
0.00
0.03
0.03
52.92
0.00
0.03
0.03
53.00
0.00
0.03
0.03
53.08
0.00
0.03
0.03
53.17
0.00
0.03
0.03
53.25
0.00
0.03
0.03
53.33
0.00
0.03
0.03
53.42
0.00
0.03
0.03
53.50
0.00
0.03
0.03
53.58
0.00
0.03
0.03
53.67
0.00
0.03
0.03
53.75
0.00
0.03
0.03
53.83
0.00
0.03
0.03
53.92
0.00
0.03
0.03
54.00
0.00
0.02
0.02
54.08
0.00
0.02
0.02
54.17
0.00
0.02
0.02
54.25
0.00
0.02
0.02
54.33
0.00
0.02
0.02
54.42
0.00
0.02
0.02
54.50
0.00
0.02
0.02
54.58
0.00
0.02
0.02
54.67
0.00
0.02
0.02
54.75
0.00
0.02
0.02
54.83
0.00
0.02
0.02
54.92
0.00
0.02
0.02
55.00
0.00
0.02
0.02
55.08
0.00
0.02
0.02
55.17
0.00
0.02
0.02
55.25
0.00
0.02
0.02
55.33
0.00
0.02
0.02
55.42
0.00
0.02
0.02
55.50
0.00
0.02
0.02
55.58
0.00
0.02
0.02
55.67
0.00
0.02
0.02
55.75
0.00
0.02
0.02
55.83
0.00
0.02
0.02
55.92
0.00
0.02
0.02
56.00
0.00
0.02
0.02
56.08
0.00
0.02
0.02
Continues on next page...
Page 14

�I
ri
U
L.�
1
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
56.17
0.00
0.02
0.02
56.25
0.00
0.02
0.02
56.33
0.00
0.02
0.02
56.42
0.00
0.02
0.02
56.50
0.00
0.02
0.02
56.58
0.00
0.02
0.02
56.67
0.00
0.02
0.02
56.75
0.00
0.02
0.02
56.83
0.00
0.02
0.02
56.92
0.00
0.02
0.02
57.00
0.00
0.02
0.02
57.08
0.00
0.02
0.02
57.17
0.00
0.02
0.02
57.25
0.00
0.02
0.02
57.33
0.00
0.02
0.02
57.42
0.00
0.02
0.02
57.50
0.00
0.02
0.02
57.58
0.00
0.02
0.02
57.67
0.00
0.02
0.02
57.75
0.00
0.02
0.02
57.83
0.00
0.02
0.02
57.92
0.00
0.02
0.02
58.00
0.00
0.02
0.02
58.08
0.00
0.02
0.02
58.17
0.00
0.02
0.02
58.25
0.00
0.02
0.02
58.33
0.00
0.02
0.02
58.42
0.00
0.02
0.02
58.50
0.00
0.02
0.02
58.58
0.00
0.02
0.02
58.67
0.00
0.02
0.02
58.75
0.00
0.02
0.02
58.83
0.00
0.02
0.02
58.92
0.00
0.02
0.02
59.00
0.00
0.02
0.02
59.08
0.00
0.02
0.02
59.17
0.00
0.02
0.02
59.25
0.00
0.02
0.02
59.33
0.00
0.02
0.02
59.42
0.00
0.02
0.02
59.50
0.00
0.02
0.02
59.58
0.00
0.02
0.02
59.67
0.00
0.02
0.02
59.75
0.00
0.02
0.02
59.83
0.00
0.02
0.02
59.92
0.00
0.02
0.02
60.00
0.00
0.02
0.02
60.08
0.00
0.02
0.02
60.17
0.00
0.02
0.02
Continues on next page...
Page 15

[1
1
u
1
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
60.25
0.00
0.02
0.02
60.33
0.00
0.02
0.02
60.42
0.00
0.02
0.02
60.50
0.00
0.02
0.02
60.58
0.00
0.02
0.02
60.67
0.00
0.02
0.02
60.75
0.00
0.02
0.02
60.83
0.00
0.02
0.02
60.92
0.00
0.02
0.02
61.00
0.00
0.02
0.02
61.08
0.00
0.02
0.02
61.17
0.00
0.02
0.02
61.25
0.00
0.02
0.02
61.33
0.00
0.02
0.02
61.42
0.00
0.02
0.02
61.50
0.00
0.02
0.02
61.58
0.00
0.02
0.02
61.67
0.00
0.02
0.02
61.75
0.00
0.02
0.02
61.83
0.00
0.02
0.02
61.92
0.00
0.02
0.02
62.00
0.00
0.02
0.02
62.08
0.00
0.02
0.02
62.17
0.00
0.02
0.02
62.25
0.00
0.02
0.02
62.33
0.00
0.02
0.02
62.42
0.00
0.02
0.02
62.50
0.00
0.02
0.02
62.58
0.00
0.02
0.02
62.67
0.00
0.02
0.02
62.75
0.00
0.02
0.02
62.83
0.00
0.02
0.02
62.92
0.00
0.02
0.02
63.00
0.00
0.02
0.02
63.08
0.00
0.02
0.02
63.17
0.00
0.02
0.02
63.25
0.00
0.02
0.02
63.33
0.00
0.02
0.02
63.42
0.00
0.02
0.02
63.50
0.00
0.02
0.02
63.58
0.00
0.02
0.02
63.67
0.00
0.02
0.02
63.75
0.00
0.02
0.02
63.83
0.00
0.02
0.02
63.92
0.00
0.02
0.02
64.00
0.00
0.02
0.02
64.08
0.00
0.02
0.02
64.17
0.00
0.02
0.02
64.25
0.00
0.02
0.02
Continues on next page...
Page 16
1

11
11
I
1
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
64.33
0.00
0.02
0.02
64.42
0.00
0.02
0.02
64.50
0.00
0.02
0.02
64.58
0.00
0.02
0.02
64.67
0.00
0.02
0.02
64.75
0.00
0.02
0.02
64.83
0.00
0.02
0.02
64.92
0.00
0.02
0.02
65.00
0.00
0.02
0.02
65.08
0.00
0.02
0.02
65.17
0.00
0.02
0.02
65.25
0.00
0.02
0.02
65.33
0.00
0.02
0.02
65.42
0.00
0.02
0.02
65.50
0.00
0.02
0.02
65.58
0.00
0.02
0.02
65.67
0.00
0.02
0.02
65.75
0.00
0.02
0.02
65.83
0.00
0.02
0.02
65.92
0.00
0.02
0.02
66.00
0.00
0.02
0.02
66.08
0.00
0.02
0.02
66.17
0.00
0.02
0.02
66.25
0.00
0.02
0.02
66.33
0.00
0.02
0.02
66.42
0.00
0.02
0.02
66.50
0.00
0.02
0.02
66.58
0.00
0.02
0.02
66.67
0.00
0.02
0.02
66.75
0.00
0.02
0.02
66.83
0.00
0.02
0.02
66.92
0.00
0.02
0.02
67.00
0.00
0.02
0.02
67.08
0.00
0.02
0.02
67.17
0.00
0.02
0.02
67.25
0.00
0.02
0.02
67.33
0.00
0.01
0.01
67.42
0.00
0.01
0.01
67.50
0.00
0.01
0.01
67.58
0.00
0.01
0.01
67.67
0.00
0.01
0.01
67.75
0.00
0.01
0.01
67.83
0.00
0.01
0.01
67.92
0.00
0.01
0.01
68.00
0.00
0.01
0.01
68.08
0.00
0.01
0.01
68.17
0.00
0.01
0.01
68.25
0.00
0.01
0.01
68.33
0.00
0.01
0.01
Continues on next page...
Page 17
11

1
1
1
I
I
1
�J
Hydrograph Discharge Table
Time 1st Inflow + 2nd Inflow
(hrs) (cfs) (cfs)
Outflow
(cfs)
68.42
0.00
0.01
0.01
68.50
0.00
0.01
0.01
68.58
0.00
0.01
0.01
68.67
0.00
0.01
0.01
68.75
0.00
0.01
0.01
68.83
0.00
0.01
0.01
68.92
0.00
0.01
0.01
69.00
0.00
0.01
0.01
69.08
0.00
0.01
0.01
69.17
0.00
0.01
0.01
69.25
0.00
0.01
0.01
69.33
0.00
0.01
0.01
69.42
0.00
0.01
0.01
69.50
0.00
0.01
0.01
69.58
0.00
0.01
0.01
69.67
0.00
0.01
0.01
69.75
0.00
0.01
0.01
69.83
0.00
0.01
0.01
69.92
0.00
0.01
0.01
70.00
0.00
0.01
0.01
70.08
0.00
0.01
0.01
70.17
0.00
0.01
0.01
70.25
0.00
0.01
0.01
70.33
0.00
0.01
0.01
70.42
0.00
0.01
0.01
70.50
0.00
0.01
0.01
70.58
0.00
0.01
0.01
70.67
0.00
0.01
0.01
70.75
0.00
0.01
0.01
70.83
0.00
0.01
0.01
70.92
0.00
0.01
0.01
71.00
0.00
0.01
0.01
71.08
0.00
0.01
0.01
71.17
0.00
0.01
0.01
71.25
0.00
0.01
0.01
71.33
0.00
0.01
0.01
71.42
0.00
0.01
0.01
71.50
0.00
0.01
0.01
71.58
0.00
0.01
0.01
71.67
0.00
0.01
0.01
71.75
0.00
0.01
0.01
71.83
0.00
0.01
0.01
71.92
0.00
0.01
0.01
72.00
0.00
0.01
0.01
72.08
0.00
0.01
0.01
72.17
0.00
0.01
0.01
72.25
0.00
0.01
0.01
72.33
0.00
0.01
0.01
72.42
0.00
0.01
0.01
Continues on next page...
Page 18

Hydrograph Discharge Table
Time 1st Inflow + 2nd Inflow
(hrs) (cfs) (cfs)
72.50
0.00
0.01
72.58
0.00
0.01
72.67
0.00
0.01
72.75
0.00
0.01
72.83
0.00
0.01
72.92
0.00
0.01
73.00
0.00
0.01
73.08
0.00
0.01
73.17
0.00
0.01
73.25
0.00
0.01
End
Outflow
(cfs)
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
0.01
Pap 19

I
1
1
L�
1
1
Hydrograph Report Page t
Hyd. No. 12
THE KEYS
Hydrograph type
= Reservoir
Peak discharge
= 0.22 cfs
Storm frequency
= 10 yrs
Time interval
= 5 min
Inflow hyd. No.
= 11
Reservoir name
= THE KEYS
Max. Elevation
= 15.19 ft
Max. Storage
= 48,090 cult
sw.� ledlw mathatl u .
Hydrograph Discharge Table
Total Volume - 56,613 cult, 1.3W acft
Time
Inflow
Elevation
Culv. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (Cfs) (Cfs) (Cfs)
Ids)
0.08
80.30
14.60
15.44
0.09 - - - -
0.09
0.17
80.34 <<
15.00
20.00
0.19 - - - -
0.19
0.25
0.09
15.19 <<
21.50
0.22 - - - -
0.22 <<
0.33
0.09
15.19
21.50
0.22 - - - -
0,22
0.42
0.09
15.19
21.50
0.22 - - - -
0,2
0.50
0.09
15.19
21.49
0.22 - - - -
0.22
0.58
0.09
15.19
21.49
0.22 - - - -
0.22
0.67
0.09
15.18
21.49
0.22 - -, - -
0,22
0.75
0.09
15.18
21.48
0.22 - - - -
0_22
0.83
0.09
15.18
21.48
0.22 - - - -
0.22
0.92
0.09
15.18
21.47
0.22 - - - -
0,22
1.00
0.09
15.18
21.47
0.22 - - - -
0.22
1.08
0.09
15.18
21.47
0.22 - - - -
0.22
1.17
0.09
15.18
21.46
0.22 - - - -
0,22
1.25
0.09
15.18
21.46
0.22 - - - -
0.22
1.33
0.09
15.18
21.46
0.22 - - - -
0,22
1.42
0.09
15.18
21.45
0.22 - - - -
0,22
1.50
0.09
15.18
21.45
0.22 - - - -
0,22
1.58
0.09
15.18
21.44
0.22 - - - -
0.22
1.67
0.09
15.18
21.44
0.22 - - - -
0.22
1.75
0.09
15.18
21.44
0.22 - - - -
0,22
1.83
0.09
15.18
21.43
0.22 - - - -
0.22
1.92
0.09
15.18
21.43
0.22 - - - -
0,22
2.00
0.09
15.18
21.42
0.22 - - - -
0,22
2.08
0.09
15.17
21.42
0.22 - - - -
0,22
2.17
0.09
15.17
21.42
0.22 - - - -
0,22
2.25
0.09
15.17
21.41
0.22 - - - -
0,22
2.33
0.09
15.17
21.41
0.22 - - - -
0.22
2.42
0.09
15.17
21.41
0.22 - - - -
0,22
2.50
0.09
15.17
21.40
0.22 - - - -
0.22
2.58
0.09
15.17
21.40
0.22 - - - -
0.22
2.67
0.09
15.17
21.39
0.22 - - - -
0.22
2.75
0.09
15.17
21.39
0.22 - - - -
0,22
2.83
0.09
15.17
21.39
0.22 - - - -
0.22
2.92
0.09
15.17
21.38
0.22 - - - -
0.22
3.00
0.09
15.17
21.38
0.22 - - - -
0,22
Continues on next page...

THE KEYS
' Hydrograph Discharge Table
Page 2
'
Time
Inflow
Elevation
Culy. A
Culy. B CuIv. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (Cfs) (Cfs) Ids) (cfs)
(cfs)
3.08
0.09
15.17
21.37
0.22
0.22
3.17
0.09
15.17
21.37
0.22 - - - -
0.Y2
3.25
0.09
15.17
21.37
0.22 - - - -
0.22
3.33.
0.09
15.17
21.36
0.22 - - - -
0,22
'
3.42
0.09
15.16
21.36
0.22 - -
0.22
3.50
0.09
15.16
21.36
_ _
0.22
0_22
3.58
0.09
15.16
21.35
0.22 - - - -
0.22
3.67
3.75
0.09
0.09
15.16
15.16
21.35
21.34
0.22 - _ _ -
0.22
0.22
0.22
3.83
0.09
15.16
21.34
0.22 - - - -
0,22
3.92
0.09
15.16
21.34
0.22 - - - -
0,22
4.00
0.09
15.16
21.33
0.22 -
0,22
'
4.08
0.09
15.16
21.33
_ _ =
0.22
0.22
4.17
0.09
15.16
21.32
0.22 - - - -
0.22
4.25
0.09
15.16
21.32
0.22 - - - -
0,22
'
4.33
0.09
15.16
21.32
0.22 -
0,22
4.42
0.09
15.16
21.31
_ _ =
0.22
0,22
4.50
0.09
15.16
21.31
0.22 - - - -
0,22
'
4.58
4.67
0.09
0.09
15.16
15.16
21.31
21.30
0.22 - _ _ -
0.22
0,22
0,22
4.75
0.09
15.16
21.30
0.22 - - - -
0,22
4.83
0.09
15.15
21.29
0.22 - - - -
0.22
4.92
0.09
15.15
21.29
0.22 - -
0_22
'
5.00
0.09
15.15
21.29
_ _
0.22
0,22
5.08
0.09
15.15
21.28
0.22 - - - -
0.22
5.17
0.09
15.15
21.28
0.22 -
0.22
'
5.25
0.09
15.15
21.27
0.22 -
0.22
5.33
0.09
15.15
21.27
0.22 - - -
0.22
5.42
0.09
15.15
21.27
0.22 - - - -
0.22
'
5.50
5.58
0.09
0.09
15.15
15.15
21.26
21.26
0.22 - _ _ -
0.22
0,22
0.22
5.67
0.09
15.15
21.26
0.22 - - - -
0.22
5.75
0.09
15.15
21.25
0.22 - - - -
0.22
5.83
0.09
15.15
21.25
0.22
0.22
5.92
0.09
15.15
21.24
0.22 - - - -
0.22
6.00
0.09
15.15
21.24
0.22 - - - -
0.22
6.08
6.17
0.09
0.09
15.15
15.14
21.24
21.23
0.22 -
0.22 - -
0.22
0.22
6.25
0.09
15.14
21.23
-
0.22 - - - -
0.22
6.33
0.09
15.14
21.23
0.22 - - - -
0,22
6.42
0.09
15.14
21.22
0.22
0,22
6.50
0.09
15.14
21.22
0.22 - - - -
0.22
6.58
0.09
15.14
21.21
0.22 - - - -
0.22
6.67
0.09
15.14
21.21
0.22 -
0.22
'
6.75
0.09
15.14
21.21
0.22 -
0,22
6.83
0.09
15.14
21.20
0.22 - - -
0.22
6.92
0.08
15.14
21.20
0.22 - - - -
0.22
7.00
0.08
15.14
21.19
0.22
0.22
'
7.08
0.08
15.14
21.19
0.22 - - - -
0.22
1
Continues on next page...

THE KEYS
I
I
I
,I
I
i
I
11
I
1
I
l
1
Hydrograph Discharge Table
Page 3
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (Cfs)
(Cfs)
7.17
0.08
15.14
21.19
0.22 - - - -
0.22
7.25
0.08
15.14
21.18
0.21 - - - -
0.21
7.33
0.08
15.14
21.18
0.21 - - - -
0.21
7.42
0.08
15.14
21.18
0.21 - - - -
021
7.50
0.08
15.14
21.17
0.21 - - - -
0.21
7.58
0.08
15.13
21.17
0.21 - - - -
021
7.67
0.08
15.13
21.16
0.21 - - - -
0.21
7.75
0.08
15.13
21.16
0.21 - - - -
0.21
7.83
0.08
15.13
21.16
0.21 - - - -
0.21
7.92
0.08
15.13
21.15
0.21 - - - -
0.21
8.00
0.08
15.13
21.15
0.21 - - - -
0.21
8.08
0.08
15.13
21.14
0.21 - - - -
0.21
8.17
0.08
15.13
21.14
0.21 - - - -
0.21
8.25
0.08
15.13
21.14
0.21 - - - -
0.21
8.33
0.08
15.13
21.13
0.21 - - - -
0.21
8.42
0.08
15.13
21.13
0.21 - - - -
0.21
8.50
0.08
15.13
21.13
0.21 - - - -
021
8.58
0.08
15.13
21.12
0.21 - - - -
0.21
8.67
0.08
15.13
21.12
0.21 - - - -
0.21
8.75
0.08
15.13
21.11
0.21 - - - -
021
8.83
0.08
15.13
21.11
0.21 - - - -
0.21
8.92
0.08
15.13
21.11
0.21 - - - -
0.21
9.00
0.08
15.12
21.10
0.21 - - - -
0.21
9.08
0.08
15.12
21.10
0.21 - - - -
0.21
9.17
0.08
15.12
21.09
0.21 - - - -
021
9.25
0.08
15.12
21.09
0.21 - - - -
0.21
9.33
0.08
15.12
21.09
0.21 - - - -
021
9.42
0.08
15.12
21.08
0.21 - - - -
0.21
9.50
0.08
15.12
21.08
0.21 - - - -
0.21
9.58
0.08
15.12
21.08
0.21 - - - -
0.21
9.67
0.08
15.12
21.07
0.21 - - - -
0.21
9.75
0.08
15.12
21.07
0.21 - - - -
021
9.83
0.08
15.12
21.06
0.21 - - - -
021
9.92
0.08
15.12
21.06
0.21 - - - -
0.21
10.00
0.08
15.12
21.06
0.21 - - - -
021
10.08
0.08
15.12
21.05
0.21 - - - -
0.21
10.17
0.08
15.12
21.05
0.21 - - - -
021
10.25
0.08
15.12
21.04
0.21 - - - -
021
10.33
0.08
15.11
21.04
0.21 - - - -
021
10.42
0.08
15.11
21.04
0.21 - - - -
0.21
10.50
0.08
15.11
21.03
0.21 - - - -
021
10.58
0.08
15.11
21.03
0.21 - - - _
0.21
10.67
0.08
15.11
21.03
0.21 - - - -
0.21
10.75
0.08
15.11
21.02
0.21 - - - -
0.21
10.83
0.08
15.11
21.02
0.21 - - - -
0.21
10.92
0.08
15.11
21.01
0.21 - - - -
0.21
11.00
0.08
15.11
21.01
0.21 - - - -
0.21
11.08
0.08
15.11
21.01
0.21 - - - -
0.21
11.17
0.08
15.11
21.00
0.21 - - - -
021
Continues on next page...
I

' THE KEYS Page 4
Hydrograph Discharge Table
Time
Inflow
Elevation
Culv. A
Culy. B
Culy. C Weir A Weir B Weir C Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
11.25
0.08
15.11
21.00
0.21
0.21
11.33
0.08
15.11
20.99
0.21
- - - - 0.21
11.42
0.08
15.11
20.99
0.21
- - - - 6.21
11.50
0.08
15.11
20.99
0.21
- - - 021
1
11.58
0.08
15.11
20.98
0.21
- 0.21
11.67
0.08
15.11
20.98
0.21
- - - 0.21
11.75
0.08
15.10
20.98
0.21
- - - _ 0.21
'
11.83
11.92
0.08
0.08
15.10
15.10
20.97
20.97
0.21
0.21
0.21
-
12.00
0.08
15.10
20.96
0.21
- - - 0.21
- - - - 0.21
12.08
0.08
15.10
20.96
0.21
- - - - 0.21
12.17
0.08
15.10
20.96
0.21
- 0.21
12.25
0.08
15.10
20.95
0.21
- - - 021
12.33
0.08
15.10
20.95
0.21
- - - - 0.21
12.
0.08
15.10
20.94
0.21
0.21
'
12.50 50
0.08
15.10
20.94
0.21
- - 0.21
12.58
0.08
15.10
20.93
0.21
- - 021
12.67
0.08
15.10
20.93
0.21
- - - - 0.21
t
12.75
12.83
0.08
0.08
15.10
15.10
20.92
20.91
0.21
0.21
0.21
-
- - - 0.21
12.92
0.08
15.10
20.91
0.21
- - - - 0.21
13.00
0.08
15.10
20.90
0.21
- - - - 0.21
13.08
0.08
15.09
20.90
0.21
- - 0.21
13.17
0.08
15.09
20.89
0.21
_ _
0.21
13.25
0.08
15.09
20.88
0.21
- - - - 021
13.
13.42 42
0.08
0.08
15.09
15.09
20.8
20.87
0.21
0.21
- _ _ - 0.21
021
13.50
0.08
15.09
20.87
0.21
- - - 0.21
13.58
0.08
15.09
20.86
0.21
- - - - 0.21
13.67
0.08
15.09
20.85
0.21
- - 0.21
'
13.75
0.08
15.09
20.85
0.21
_ _
0.21
13.83
0.08
15.09
20.84
0.21
- - - - 0.21
13.92
0.08
15.09
20.84
0.21
- - 0.21
t
14.00
0.08
15.09
20.83
0.21
- - 0.21
14.08
0.08
15.09
20.83
0.21
_ _
0.21
14.17
0.08
15.09
20.82
0.21
- - - - 0.21
14.25
0.08
15.09
20.81
0.21
- 0.21
14.33
0.07
15.09
20.81
0.21
- - - 0.21
14.42
0.07
.15.09
20.80
0.21
- - - - 0.21
14.50
0.07
15.08
20.80
0.21
- - - - 0.21
'14.58
0.07
15.08
20.79
0.21
- - 0.21
14.67
0.07
15.08
20.78
0.21
_ _
0.21
14.75
0.07
15.08
20.78
0.21
- - - - 0.21
0.07
15.08
20.77
0.20
- - 0.20
'14.83
14.92
0.07
15.08
20.77
0.20
_ _
0.20
15.00
0.07
15.08
20.76
0.20
- - - - 0.20
15.08
0.07
15.08
20.75
0.20
- - - - 0.20
15.17
0.07
15.08
20.75
0.20
- - 0.20
15.25
0.07
15.08
20.74
0.20
_ _
0.20
'
Continues on next page...
1

THE KEYS Page 5
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culv. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
Ids)
(ft)
(cfs)
Ids) (cfs) Ids) (cfs) (Cfs)
(cfs)
15.33
0.07
15.08
20.74
0.20 - -
0.20
15.42
0.07
15.08
20.73
_ _
0.20
0.20
15.50
0.07
15.08
20.73
0.20 - - - -
0.20
15.
0.07
15.08
20.72
0.20
0.20
'
15.67 67
0.07
15.08
20.71
- _ _ -
0.20
0.20
15.75
0.07
15.08
20.71
0.20
0.20
15.83
0.07
15.07
20.70
0.20 - - - -
0.20
15.92
0.07
15.07
20.70
0.20 - -
0.20
'
16.00
0.07
15.07
20.69
_ _
0.20
0.20
16.08
0.07
15.07
20.68
0.20 - - - -
0.20
16.17
0.07
15.07
20.68
0.20 - - - -
0.20
16.25
0.07
15.07
20.67
0.20 - -
0.20
16.33
0.07
15.07
20.67
_ _
0.20
020
16.42
0.07
15.07
20.66
0.20 - - - -
0.20
1
16.50
16.58
0.07
0.07
15.07
15.07
20.65
20.65
0.20 - - - -
0.20 - - - -
0.20
0.20
16.67
0.07
15.07
20.64
0.20 - - - -
0.20
16.75
0.07
15.07
20.64
0.20 - - - -
0.20
16.83
0.07
15.07
20.63
0.20 - -
0.20
16.92
0.07
15.07
20.63
_ _
0.20
0.20
17.00
0.07
15.07
20.62
0.20 - - - -
0.20
17.08
0.07
15.07
20.61
0.20 - - - -
0.20
'
17.17
0.07
15.07
20.61
0.20 - -
0.20
17.25
0.07
15.06
20.60
_ _
0.20
0.20
17.33
0.07
15.06
20.60
0.20 - - - -
0.20
'
17.42
17.50
0.07
0.07
15.06
15.06
20.59
20.58
0.20 - _ _ -
0.20
0.20
0.20
17.58
0.07
15.06
20.58
0.20 - - - -
0.20
17.67
0.07
15.06
20.57
0.20 - - - -
0.20
17.75
0.07
15.06
20.57
0.20 - -
0.20
17.83
0.07
15.06
20.56
_ _
0.20
0.20
17.92
0.07
15.06
20.55
0.20 - - - -
0.20
18.0
0.07
15.06
20.5
0.20
00.200
18.08
0.07
15.06
20.54
- _ _ -
0.20
0.20
18.17
0.07
15.06
20.54
0.20 - -
0.20
18.25
0.07
15.06
20.53
0.20 - - - -
0.20
18.33
0.07
15.06
20.53
0.20 - -
0.20
18.42
0.07
15.06
20.52
_ _
0.20
0.20
18.50
0.07
15.06
20.51
0.20 - - - -
0.20
18.58
0.07
15.06
20.51
0.20 - - - -
0.20
18.67
0.07
15.05
20.50
0.20 - -
0.20
18.75
0.07
15.05
20.50
_ _
0.20
0.20
18.83
0.07
15.05
20.49
0.20 - - - -
0.20
18.92
19.00
0.07
0.07
15.05
15.05
20.48
20.48
0.20 - _ _ -
0.20
0.20
0.20
19.08
0.07
15.05
20.47
0.20 - - - -
0.20
19.17
0.07
15.05
20.47
0.20 - - - -
0.20
19.25
0.07
15.05
20.46
0.20 -
0.20
19.33
0.07
15.05
20.46
_ _
0.20 _
0.20
Continues on next page..

THE KEYS - Pap 6
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
Ids)
Ids) Ids) Ids) Ids) (cfs)
(Cfs)
19.42
0.07
15.05
20.45
0.20 - -
0.20
19.50
0.07
15.05
20.44
_ _
0.20
0.Y0
19.58
0.07
15.05
20.44
0.20 - - - -
0.20
19.67
0.07
15.05
20.43
0.20 - - - -
0.20
19.75
0.07
15.05
20.43
0.20 - -
0.20
19.83
0.07
15.05
20.42
_ _
0.20
0.20
19.92
0.07
15.05
20.41
0.20 - - - -
0.20
20.00
0.07
0.07
15.04
15.04
20.41
20.40
0.20 - _ _ -
0.20
0.2020.08
0.20
20.17
0.07
15.04
20.40
0.20 - - - -
020
20.25
0.07
15.04
20.39
0.20 - - - -
0.20
20.33
0.07
15.04
20.38
0.20 - - - -
0.20
20.42
0.07
15.04
20.38
0.20 - - - -
0.20
20.50
0.07
15.04
20.37
0.20 - - - -
0.20
20.58
0.07
15.04
20.37
0.20 - - -
0.20
L
20.67
0.07
15.04
20.36
0.20 - -
0.20
20.75
0.07
15.04
20.36
_ _
0.20
0.20
20.83
0.07
15.04
20.35
0.20 - - - -
0.20
20.92
21.00
0.07
0.07
15.04
15.04
20.34
20.34
0.20 - _ _ -
0.20
0.20
0.20
21.08
0.07
15.04
20.33
0.20 - - - -
0.20
21.17
0.07
15.04
20.33
0.20 - - - -
0.20
'
21.25
0.07
15.04
20.32
0.20 - -
0.2021.33
0.07
15.04
20.31
_ _
0.20
0.20
21.42
0.07
15.03
20.31
0.20 - - - -
0.20
'
21.5
21.58
0.07
0.07
15.03
15.03
20.30
20.30
0.20 - _ _ -
0.20
0.20
0.20
21.67
0.07
15.03
20.29
0.20 - -
0.20
21.75
0.06
15.03
20.28
0.20 - - - -
0.20
21.83
0.06
15.03
20.28
0.20 - -
0.20
21.92
0.06
15.03
20.27
_ _
0.20
0.20
22.00
0.06
15.03
20.27
0.19 - - - -
0.19
22.08
0.06
15.03
20.26
0.19 - - - -
0.19
22.17
0.06
15.03
20.26
0.19 - -
0.19
22.25
0.06
15.03
20.25
_ _
0.19 - -
0.19
22.33
0.06
15.03
20.24
0.19 - - - -
0.19
22.42
22.50
0.06
0.06
15.03
15.03
20.24
20.23
0.19 - - - -
0.19 - - -
0.19
0.19
22.58
0.06
15.03
20.23
-
0.19 - - - -
0.19
22.67
0.06
15.03
20.22
0.19 - - - -
0.19
22.75
0.06
15.02
20.21
0.19 - -
0.19
22.83
0.06
15.02
20.21
_ _
0.19
0.19
22.92
0.06
15.02
20.20
0.19 - - - -
0.19
23.00
0.06
15.02
20.20
0.19 -
0.19
23.08
0.06
15.02
20.19
0.19 - -
0.19
23.17
0.06
15.02
20.19
_ _
0.19 -
0.19
23.25
0.06
15.02
20.18
0.19 - - - -
0.19
23.33
0.06
15.02
20.17
0.19 - -
0.19
23.42
0.06
15.02
20.17
_ _
0.19
0.19
1 Continues on next page...
I

THE KEYS page T
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs).
(ft)
(cfs)
(cfs) (cfs) (Cfs) (cfs) (cfs)
(cfs)
23.50
0.06
15.02
20.16
0.19 - -
0.19
23.58
0.06
15.02
20.16
_ _
0.19
0.19
23.67
0.06
15.02
20.15
0.19 - - - -
0.19
23.75
0.06
15.02
20.14
0.19 - - - -
0,19
23.83
0.06
15.02
20.14
0.19 - -
0.19
23.92
0.06
15.02
20.13
_ _
0.19
0.19
24.00
0.06
15.02
20.13
0.19 - - - -
0.19
24.08
0.06
15.02
20.12
0.19 -
0.19
24.17
0.06
15.01
20.11
_ _ _
0.19
0.19
24.25
0.06
15.01
20.11
0.19 - - - -
0.19
24.33
0.06
15.01
20.10
0.19 - - - -
0.19
24.42
0.06
15.01
20.10
0.19 - -
0.19
24.50
0.06
15.01
20.09
_ _
0.19
0.19
24.58
0.06
15.01
20.09
0.19 - - - -
0.19
L
24.67
24.75
0.06
0.06
15.01
15.01
20.08
20.07
0.19 - - - -
0.19 - -
0.19
0.19
24.83
0.06
15.01
20.07
_ _
0.19 -
0.19
24.92
0.06
15.01
20.06
0.19 - - - -
0.19
25.00
0.06
15.01
20.06
0.19 - -
0.19
I
25.08
0.06
15.01
20.05
_ _
0.19
0.19
25.17
0.06
15.01
20.04
0.19 - - - -
0.19
25.25
0.06
15.01
20.04
0.19 - - - -
0.19
'
25.33
0.06
15.01
20.03
0.19 - -
0.19
25.42
0.06
15.01
20.03
_ _
0.19
0.19
25.50
0.06
15.01
20.02
0.19 - - - -
0.19
'
25.58
25.67
0.06
0.06
15.00
15.00
20.01
20.01
0.19 - _ _ -
0.19
0.19
0.19
25.75
0.06
15.00
20.00
0.19 - - - -
0.19
25.83
0.06
15.00
20.00
0.19 - - - -
0.19
25.92
0.06
15.00
19.99
0.19 - -
0.19
26.00
0.06
15.00
19.99
_ _
0.19
0.19
26.08
0.06
15.00
19.98
0.19 - - - -
0.19
26.
0.06
15.00
19.97
0.19
0.19
26.25 25
0.06
15.00
19.97
- _ _ -
0.19
0.19
26.33
0.06
15.00
19.96
0.19
0.19
26.42
0.06
15.00
19.95
0.19 - - - -
0.19
26.50
0.06
15.00
19.95
0.19 - -
0.19
26.58
0.06
15.00
19.94
_ _
0.19
0.19
26.67
0.06
15.00
19.93
0.19 - - -
0.19
26.75
0.06
15.00
19.93
0.19 - - - -
0.19
26.83
0.06
15.00
19.92
0.19
0.19
26.92
0.06
14.99
19.91
0.19 - - - -
0.19
27.00
0.06
14.99
19.91
0.19 - - - -
0.19
27.08
27.17
0.06
0.06
14.99
14.99
19.90
19.89
0.19 - _ _ -
0.19
0.19
0.19
27.25
0.06
14.99
19.89
0.19 - - - -
0.19
27.33
0.06
14.99
19.88
0.19 - - - -
0.19
27.42
0.06
14.99
19.87
0.19 - -
0.19
27.50
0.06
14.99
19.87
_ _
0.19
0.19
IContinues on next page...
I

THE KEYS pap 8
Hydrograph Discharge Table
Time
Inflow
Elevation
Culv. A
Culy. B Culy. C Weir A
Weir B Weir C Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (Cfs)
(Cfs) (Cfs) (Cfs)
27.58
0.06
14.99
19.86
0.19 -
- 0.19
27.67
0.06
14.99
19.85
_
0.19
_
0.19
27.75
0.06
14.99
19.85
0.19 - -
- - 0.19
27.83
0.06
14.99
19.84
0.19 - -
- - 0.19
27.92
0.06
14.99
19.83
0.19
0.19
28.00
0.06
14M
19.83
0.19 - -
- - 0.19
28.08
0.06
14.99
19.82
0.19 - -
- - 0.19
28.17
0,06
14.98
19.81
0.19 -
- 0.19
28.25
0.06
14.98
19.81
_
0.19
_
0.19
28.33
0.06
14.98
19.80
0.19 - -
- - 0.19
28.42
0.06
14.98
19.79
0.19 - -
- - 0.19
28.50
0.06
14.98
19.79
0.19 -
- 0.19
28.58
0.06
14.98
19.78
_
0.19
_
0.19
28.67
0.06
14.98
19.77
0.18 - -
- - 0.18
�
28.
28.83 83
0.06
0.06
14.98
14.98
19.7
19.76
0.18
0.18
0.18
0.18
28.92
0.06
14.98
19.75
0.18 - -
- - 0.18
29.00
0.06
14.98
19.75
0.18 - -
- - 0.18
29.08
0.06
14.98
19.74
0.18 - -
- - 0.18
29.17
0.05
14.98
19.73
0.18 - -
- - 0.18
29.25
0.05
14.98
19.73
0.18 - -
- - 0.18
29.33
0.05
14.98
19.72
0.18 - -
- - 0.18
'
29.42
0.05
14.97
19.71
0.18 -
- 0.18
29.50
0.05
14.97
19.71
_
0.18
_
0.18
29.58
0.05
14.97
19.70
0.18 - -
- - 0.18
'
29,67
29.75
0,05
0.05
14,97
14.97
19.70
19.69
0.18 - _
0.18
_ - 0.18
0.18
29.83
0.05
14.97
19.68
0.18 - -
- - 0.18
29.92
0.05
14.97
19.68
0.18 - -
- - 0.18
30.00
0.05
14.97
19.67
0.18 -
- 0.18
30.08
0.05
14.97
19.66
_
0.18
_
0.18
30.17
0.05
14.97
19.66
0.18 - -
- - 0.18
30.25
0.05
14.97
19.65
0.18 - -
- - 0.18
30.33
0.05
14.97
19.64
0.18 -
- 0.18
30.42
0.05
14.97
19.64
_
0.18
_
0.18
30.50
0.05
14.97
19.63
0.18 - -
- - 0.18
30.58
0.05
14.97
19.62
0.18 - -
- - 0.18
�.
30.67
0.05
14.96
19.62
0.18 - -
- - 0.18
30.75
0.05
14.96
19.61
0.18 - -
- - 0.18
30.83
0.05
14.96
19.60
0.18 - -
- - 0.18
30.92
0.05
14.96
19.60
0.18 -
- 0.18
31.00
0.05
14.96
19.59
_
0.18
_
0.18
31.08
0.05
14.96
19.58
0.18 - -
- - 0.18
31.
31.25 25
0.05
0.05
14.96
14.96
19.58
19.57
0.18 - _
0.18
_ - 018
0.18
31.33
0.05
14.96
19.56
0.18 - -
- - 0.18
31.42
0.05
14.96
19.56
0.18 - -
- - 0.18
31.50
0.05
14.96
19.55
0.18 -
- 0.18
31.58
0.05
14.96
19.54
_
0.18
_
0.18
Continues on next page...

I
THE KEYS page 9
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A
Weir B Weir C Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs)
(cfs) (efs) (cfs)
31.67
0.05
14.96
19.54
0.18
0.18
31.75
0.05
14.96
19.53
0.18 - -
- - 0.18
31.83
0.05
14.96
19.52
0.18 - -
- - 0.18
31.92
0.05
14.96
19.52
0.18 - -
- - 0.18
32.00
0.05
14.95
19.51
0.18 -
- 0.18
32.08
0.05
14.95
19.50
_
0.18
_
0.18
32.17
0.05
14.95
19.50
0.16 - -
- - 0.18
32,25
32.33
0.05
0.05
14,95
14.95
19.49
19.48
0.18 - _
0.18
_ - 0.18
0.18
32.42
0.05
14.95
19.48
0.18 - -
- - 0.18
32.50
0.05
14.95
19.47
0.18 - -
- - 0.18
32.58
0.05
14.95
19.46
0.18
0.18
32.67
0.05
14.95
19.46
= _
0.18
_ =
0.18
32.75
0.05
14.95
19.45
0.18 - -
- - 0.18
32.83
0.05
14.95
19.44
0.18 - -
- - 0.18
32.92
0.05
14.95
19.44
0.18 -
0.18
33.00
0.05
14.95
19.43
_
0.18
_ =
0.18
33.08
0.05
14.95
19.42
0.18 - -
- - 0.18
33.17
33.25
0.05
0.05
14.95
14.94
19.42
19.41
0.18 - -
0.18 - -
- - 0.18
- - 0.18
33.33
0.05
14.94
19.40
0.18 - -
- - 0.18
33.42
0.05
14.94
19.40
0.18 - -
- - 0.18
33.50
0.05
14.94
19.39
0.18 -
- 0.18
33.58
0.05
14.94
19.38
_
0.18
_
0.18
33.67
0.05
14.94
19.38
0.18 - -
- - 0.18
33.
33.83 83
0.05
0.05
14.94
14.94
19.3
19,36
0.18 - _
0.18
_ - 0.18
0.18
33.92
0.05
14.94
19.36
0.18
- 0.18
34.00
0.05
14.94
19.35
0.18 - -
- - 0.18
34.08
0.05
14.94
19.34
0.18
0.18
34.17
0.05
14.94
19.34
0.18 - -
- - 0.18
34.25
0.05
14.94
19.33
0.18 - -
- - 0.18
34,33
0.05
14.94
19.32
0.18 - -
- - 0.18
34.42
0.05
14.94
19.32
0.18
- 0.18
34.50
0.05
14.93
19.31
_ _
0.18
_
0.18
34.58
0.05
14.93
19.30
0.18 - -
- - 0.18
34.67
34.75
0.05
0.05
14.93
14.93
19.30
19.29
0.17 - _
0.17
_ - 0.17
0.17
34.83
0.05
14.93
19.28
0.17 - -
- - 0.17
34.92
0.05
14.93
19.28
0.17 - -
- - 0.17
35.00
0.05
14.93
19.27
0.17 -
- 0.17
'
35.08
0.05
14.93
19.26
_
0.17
_
0.17
35,17
0.05
14.93
19.26
0.17 - -
- - 0.17
35.
35.33 33
0.05
0.05
14.93
14.93
19.2
19.24
0.17 - _
0.17
_ - 017
0.17
35.42
0.05
14.93
19.24
0.17
- 0.17
35.50
0.05
14.93
19.23
0.17 - -
- - 0.17
35.58
0.04
14.93
19.22
0.17 - -
- - 0.17
35.67
0.04
14.93
19.21
0.17 - -
- - 0.17
Continues on next page...

I
1 THE KEYS Page 10
Hydrograph Discharge Table
Time
Inflow
Elevation
Culv. A
Culy. B Culy. C Weir A
Weir B Weir C Outflow
(hm)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (Cfs)
(Cfs) (Cfs) (Cfs)
35.75
0.04
14.83
19.21
0.17 -
- 0,17
35.83
0.04
14.92
19.20
_
0.17
_
0,17
35.92
0.04
14.92
19.19
0.17 - -
- - 0.17
36.00
0.04
14.92
19.19
0.17 - -
- - 0,17
36.08
0.04
14.92
19.18
0.17
0.17
36.17
0.04
14.92
19.17
0.17 - -
- - 0.17
36.25
0.04
14.92
19.17
0.17 - -
- - 0,17
36.33
36.42
0.04
0.04
14.92
14.92
19.16
19.15
0.17 - _
0.17
_ - 0.17
0,17
36.50
0.04
14.92
19.15
0.17 - -
- - 0,17
36.58
0.04
14.92
19.14
0.17 - -
- - 0,17
36.67
0.04
14.92
19.13
0.17 - -
- - 0.17
36.75
0.04
14.92
19.13
0.17 - -
- - 0.17
36.83
0.04
14.92
19.12
0.17 - -
- - 0.17
3.
0.04
14.92
19.11
0.17
0.17
37.00 00
0.04
14.92
19.11
0.17
- 0,17
37.08
0.04
14.91
19.10
0.17 - -
- - 0.17
37.17
0.04
14.91
19.09
0.17 - -
- - 0.17
37.25
0.04
14.91
19.09
0.17 -
- 0,17
'
37.33
0.04
14.91
19.08
_
0.17
_
0,17
37.42
0.04
14.91
19.07
0.17 - -
- - 0.17
37.50
0.04
14.91
19.07
0.17 - -
- - 0,17
37.58
0.04
14.91
19.06
0.17 -
- 0,17
37.67
0.04
14.91
19.05
_
0.17
_
0.17
37.75
0.04
14.91
19.05
0.17 - -
- - 0.17
37,83
37.92
0,04
0.04
14.91
14.91
19.04
19.03
0.17 - _
0.17
_ - 0,17
0,17
38.00
0.04
14.91
19.03
0.17 - -
- - 0,17
38.08
0.04
14.91
19.02
0.17 - -
- - 0.17
38.17
0.04
14.91
19.01
0.17
0.17
38.25
0.04
14.91
19.00
0.17 - -
- - 0.17
38.33
0.04
14.91
19.00
0.17 - -
- - 0,17
38.50
38.50
0.04
0.04
14.90
14.90
18.98
18.98
0.17 - _
0.17
_ - 0,17
0,17
38.58
0.04
14.90
18.98
0.17
0.17
38.67
0.04
14.90
18.97
0.17 - -
- - 0.17
38.75
38.83
0.04
0.04
14.90
14.90
18.96
18.96
0.17 - -
0.17 - -
- - 0,17
- - 0,17
38.92
0.04
14.90
18.95
0.17 - -
- - 0,17
39.00
0.04
14.90
18.94
0.17 - -
- - 0,17
39.08
0.04
14.90
18.94
0.17 -
- 0,17
39.17
0.04
14.90
18.93
_
0.17
_
0_17
39.25
0.04
14.90
18.92
0.17 - -
- - 0.17
39.33
39.42
0.04
0.04
14.90
14.90
18.92
18.91
0.17 - _
0.17
_ - 0,17
0,17
39.50
0.04
14.90
18.90
0.17 - -
- - 0.17
39.58
0.04
14.90
18.90
0.17 - -
- - 0.17
39.67
0.04
14.89
18.89
0.17
0.17
1
39.75
0.04
14.89
18.88
0.17 - -
- - 0,17
iContinues
on next page...
I

I
' THE KEYS Page »
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B
Culy. C WeirA Weir B Weir C Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
39.83
0.04
14.89
18.88
0.17
0.17
39.92
0.04
14.89
18.87
0.17
- - - - 0.17
40.00
0.04
14.89
18.86
0.17
- - - - 0.17
40.08
0.04
14.89
18.86
0.17
- - - - 0.17
40.17
0.04
14.89
18.85
0.17
- - 0.17
40.25
0.04
14.89
18.64
0.17
_ _
0.17
40.33
0.04
14.89
18.84
0.17
- - - - 0.17
40.42
40.50
0.04
0.04
14.89
14.89
18.83
18.82
0.16
0.16
- _ _ - 0.16
0.16
40.58
0.04
14.89
18.82
0.16
- - - - 0.16
40.67
0.04
14.89
18.81
0.16
- - - - 0.16
40.75
0.04
14.89
18.80
0.16
- - - - 0.16
40.83
0.04
14.89
18.80
0.16
- - - - 0.16
40.92
0.04
14.89
18.79
0.16
- - - - 0.16
41.00
0.04
14.88
18.78
0.16
- - 0.16
41.08
0.04
14.88
18.78
0.16
- 0.16
41.17
0.04
14.88
18.77
0.16
_ _ =
0.16
41.25
0.04
14.88
18.76
0.16
- - - - 0.16
41.33
41.42
0.04
0.04
14.88
14.88
18.76
18.75
0.16
0.16
- _ _ = 0.16
0.16
41.50
0.04
14.88
18.75
0.16
- - - - 0.18
41.58
0.04
14.88
18.74
0.16
- - - - 0.16
41.67
0.04
14.88
18.73
0.16
- - 0.16
1
41.75
0.04
14.88
18.72
0.16
_ _
0.16
41.83
0.04
14.88
18.72
0.16
- - - - 0.16
41.
42.00 00
0.04
0.04
14.88
14.88
18.71
18.70
0.16
0.16
- _ _ - 0.16
0.16
42.08
0.04
14.88
18.70
0.16
- 0.16
42.17
0.04
14.88
18.69
0.16
- - - - 0.16
42.25
0.04
14.88
18.68
0.16
- - 0.16
42.33
0.04
14.87
18.68
0.16
_ _
0.16
42.42
0.04
14.87
18.67
0.16
- - - - 0.16
42.50
0.04
14.87
18.66
0.16
- - - - 0.16
1
42.58
0.04
14.87
18.66
0.16
- - 0.16
42.67
0.04
14.87
18.65
0.16
_ _
0.16
42.75
0.04
14.87
18.64
0.16 .
- - - - 0.16
42.83
42.92
0.04
0.04
14.87
14.87
18.64
18.63
0.16
0.16
- _ _ - 0.16
0.16
43.00
0.04
14.87
18.62
0.16
- - - - 0.16
43.08
0.04
14.87
18.62
0.16
- - - - 0.16
43.17
0.04
14.87
18.61
0.16
- - 0.16
43.25
0.04
14.87
18.60
0.16
_ _
0.16
43.33
0.04
14.87
18.60
0.16
- - - - 0.16
43.
43.50 50
0.04
0.04
14.87
14.87
18.5
18.58
0.16
0.16
- _ _ - 0.16
0.16
43.58
0.04
14.87
18.58
0.16
- - - 0.16
43.67
0.03
14.86
18.57
0.16
- - - - 0.16
43.75
0.03
14.86
18.56
0.16
- - 0.16
43.83
0.03
14.86
18.56
0.16
_ _
0.16
'
Continues on next page...
I

I
THE KEYS Page 12
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
Ids) (cfs) (cfs) (cfs) (cfs)
(cfs)
43.92
0.03
14.86
18.55
0.16 - -
0.16
44.00
0.03
14.86
18.54
_ _
0.16
0.16
44.08
0.03
14.86
18.54
0.16 - - - -
0.16
44.17
0.03
14.86
18.53
0.16 - - - -
0.16
44.25
0.03
14.86
18.52
0.16 - -
0.16
44.33
0.03
14.86
18.52
_ _
0.16
0.16
44.42
0.03
14.86
18.51
0.16 - - - -
0.16
44.50
44.58
0.03
0.03
14.86
14.86
18.50
18.50
0.16 - _ _ -
0.16
0.16
0.16
44.67
0.03
14.86
18.49
0.16 - - - -
0.16
44.75
0.03
14.86
18.48
0.15 - - - -
0.15
44.83
0.03
14.86
18.48
0.15 - -
0.15
44.92
0.03
14.86
18.47
_ _
0.15
0.15
45.00
0.03
14.85
18.46
0.15 - - - -
0.15
45.08
0.03
14.85
18.46
0.15 - - - -
0.15
45.17
0.03
14.85
18.45
0.15 - -
0.15
45.25
0.03
14.85
18.44
_ _
0.15
0.15
45.33
0.03
14.85
18.44
0.15 - - - -
0.15
45.42
45.50
0.03
0.03
14.85
14.85
18.43
18.42
0.15 - _ _ -
0.15
0.15
0.15
45.58
0.03
14.85
18.42
0.15 - - - -
0.15
45.67
0.03
14.85
18.41
0.15 - - - -
0.15
45.75
0.03
14.85
18.40
0.15 - -
0.15
45.83
0.03
14.85
18.40
_ _
0.15
0.15
45.92
0.03
14.85
18.39
0.15 - - - -
0.15
46.0
46.08
0.03
0.03
14.85
14.85
18.38
18.38
0.15 - _ _ -
0.15
0.15
0.15
46.17
0.03
14.85
18.37
0.15
0.15
46.25
0.03
14.85
18.36
0.15 - - - -
0.15
46.33
0.03
14.85
18.36
0.15 - -
0.15
46.42
0.03
14.84
18.35
_ _
0.15
0.15
46.50
0.03
14.84
18.34
0.15 - - - -
0.15
46.58
0.03
14.84
18.34
0.15 - - - -
0.15
1
46.67
0.03
14.84
18.33
0.15 - -
0.15
46.75
0.03
14.84
18.32
_ _
0.15
0.15
46.83
0.03
14.84
18.32
0.15 - - - -
0.15
46.92
47.00
0.03
0.03
14.84
14.84
18.31
18.30
0.15 - - - -
0.15 - - - -
0.15
0.15
47.08
0.03
14.84
18.30
0.15 - - -
0.15
47.17
0.03
14.84
18.29
0.15 - - - -
0.15
47.25
0.03
14.84
18.28
0.15 - -
0.15
47.33
0.03
14.84
18.28
_ _
0.15
0.15
47.42
0.03
14.84
18.27
0.15 - - - -
0.15
47.5
0.03
14.84
18.2
0.15
0.15
47.58
0.03
14.84
18.26
- _ _ -
0.15
0.15
47.67
0.03
14.84
18.25
0.15 -
0.15
47.75
0.03
14.83
18.25
0.15 - - - -
0.15
47.83
0.03
14.83
18.24
0.15 - -
0.15
47.92
0.03
14.83
18.23
_ _
0.15
0.15
I
Continues on next page...
I

I
THE KEYS Page 13
Hydrograph Discharge Table
Time
Inflow
Elevation
Culv. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
48.00
0.03
14.83
18.23
0.15 - -
0.15
48.08
0.03
14.83
18.22
_ _
0.15
0.15
48.17
0.03
14.83
18.21
0.15 - - - -
0.15
48.25
0.03
14.83
18.21
0.15 - - - -
0.15
48.33
0.03
14.83
18.20
0.15 - -
0.15
48.42
0.03
14.83
18.19
_ _
0.15
0.15
48.50
0.03
14.83
18.19
0.15 - - - -
0.15
48.58
48.67
0.03
0.03
14.83
14.83
18.18
18.18
0.15 - _ _ -
0.15
0.15
0.15
48.75
0.03
14.83
18.17
0.15 - - - -
0.15
48.83
0.03
14.83
18.16
0.14 - - -
0.14
48.92
0.03
14.83
18.16
0.14 - -
0.14
49.00
0.03
14.83
18.15
_ _
0.14
0.14
49.08
0.03
14.83
18.14
0.14 - - - -
0.14
49.17
0.03
14.82
18.14
0.14 - -
0.14
1
49.25
0.03
14.82
18.13
0.14 -
0.14
49.33
0.03
14.82
18,12
_ _ =
0.14
0.14
49.42
0.03
14.82
18.12
0.14 - - - -
0.14
49.50
49.58
0.03
0.03
14.82
14,82
18.11
18.11
0.14 - _ _ -
0.14
0.14
0.14
49.67
0.03
14.82
18.10
0.14 - - - -
0.14
49.75
0.03
14.82
18.09
0.14 - - - -
0.14
49.83
0.03
14.82
18.09
0.14 - -
0.14
49.92
0.03
14.82
18.08
_ _
0.14
0.14
50.00
0.03
14.82
18.07
0.14 - - - -
0.14
50.
50.17 17
0.03
0.03
14.82
14.82
18.0
18.06
0.14 - _ _ -
0.14
0.14
0.14
50.25
0.03
14.82
18.05
0.14 - - -
0.14
50.33
0.03
14.82
18.05
0.14 - - - -
0.14
50.42
0.03
14.82
18.04
0.14 - -
0.14
50.50
0.03
14.82
18.04
_ _
0.14
0.14
50.58
0.03
14.82
18.03
0.14 - - - -
0.14
50.67
0.03
14.81
18.02
0.14 - - - -
0.14
50.75
0.03
14.81
18.02
0.14 -
0.14
50.83
0.03
14.81
18.01
_ _
0.14 -
0.14
50.92
0.03
14.81
18.00
0.14 - - - --
0.14
51.00
51.08
0.03
0.03
14.81
14.81
18.00
17.99
0.14 - _ _ -
0.14
0.14
0.14
51.17
0.03
14.81
17.98
0.14 - - - -
0.14
51.25
0.03
14.81
17.98
0.14 - - - -
0.14
51.33
0.03
14.81
17.97
0.14 - -
0.14
51.42
0.03
14.81
17.96
_ _
0.14
0.14
51.50
0.03
14.81
17.96
0.14 - - - -
0.14
51.
51.67 67
0.03
0.03
14.81
14.81
17.9
17.94
0.14 - _ _ -
0.14
0.14
0.14
51.75
0.03
14.81
17.94
0.14 - - -
0.14
51.83
0.03
14.81
17.93
0.14 - - - -
0.14
51.92
0.03
14.81
17.93
0.14 - -
0.14
52.00
0.03
14.81
17.92
_ _
0.14
0.14
I
Continues on next page...

THE KEYS page 14
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B
Culy. C Weir A Weir B Weir C Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
52.08
0.03
14.80
17.91
0.14
- - 0.14
52.17
0.03
14.80
17.91
0.14
_ _
0.14
52.25
0.03
14.80
17.90
0.14
- - - - 0.14
52.
0.03
14.80
17.89
0.14
0.14
52.42 42
0.03
14:80
17.89
0.14
- _ _ -
0.14
52.50
0.03
14.80
17.88
0.14
0.14
52.58
0.03
14.80
17.87
0.14
- - - - 0.14
52.67
52.75
0.03
0.03
14.80
14.80
17.87
17.86
0.14
0.14
- _ _ - 0.14
0.14
52.83
0.03
14.80
17.85
0.14
- - - - 0.14
52.92
0.03
14.80
17.85
0.14
- - - - 0.14
53.00
0.03
14.80
17.84
0.14
- - 0.14
53.08
0.03
14.80
17.84
0.14
_ _
0.14
53.17
0.03
14.80
17.83
0.14
- - - - 0.14
0.03
14.80
17.82
0.14
0.14
'
53.33
53.33
0.03
14.80
17.82
0.14
- _ _ -
0.14
53.42
0.03
14.80
17.81
0.14
0.14
53.50
0.03
14.79
17.80
0.14
- - - - 0.14
53.58
0.03
14.79
17.80
0.14
- - 0.14
'
53.67
0.03
14.79
17.79
0.14
_ _
0.14
53.75
0.03
14.79
17.78
0.14
- - - - 0.14
53.83
0.03
14.79
17.78
0.14
- - - - 0.14
53.92
0.03
14.79
17.77
0.14
- - 0.14
'
54.00
0.02
14.79
17.77
0.14
_ _
0.14
54.08
0.02
14.79
17.76
0.14
- - - - 0.14
'
4.
54.25
25
0.02
0.02
14.79
14.79
17.75
17.75
0.14
0.14
- _ _ - 0.14
0.14
54.33
0.02
14.79
17.74
0.14
- - - 0.14
54.42
0.02
14.79
17.73
0.14
- - - - 0.14
54.50
0.02
14.79
17.73
0.14
- 0.14
54.58
0.02
14.79
17.72
0.14
_ _ _
0.14
54.67
0.02
14.79
17.71
0.14
- - - - 0.14
54.75
0.02
14.79
17.71
0.14
- - - - 0.14
54.83
0.02
14.79
17.70
0.14
- - 0.14
54.92
0.02
14.79
17.70
0.14
_ _
0.14
55.00
0.02
14.78
17.69
0.14.
- - - - 0.14
55.08
55.17
0.02
0.02
14.78
14.78
17.68
17.68
0.14
0.14
- _ _ - 0.14
0.14
55.25
0.02
14.78
17.67
0.14
- - - - 0.14
55.33
0.02
14.78
17.66
0.14
- - - - 0.14
55.42
0.02
14.78
17.66
0.14
- - - - 0.14
55.50
0.02
14.78
17.65
0.14
- - - - 0.14
55.58
0.02
14.78
17.64
0.14
- - - - 0.14
55.67
55.75
0.02
0.02
14.78
14.78
17.64
17.63
0.14
0.14
- - - - 0.14
- - - 0.14
55.83
0.02
14.78
17.63
0.13
_
- - 0.13
55.92
0.02
14.78
17.62
0.13
- - - - 0.13
56.00
0.02
14.78
17.61
0.13
- - 0.13
'
56.08
0.02
14.78
17.61
0.13
_ _
0.13
Continues on next page...

THE KEYS Pegs 15
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
Ids)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
56.17
0.02
14.78
17.60
0.13 - -
0.13
56.25
0.02
14.78
17.59
_ _
0.13
0.13
56.33
0.02
14.78
17.59
0.13 - - - -
0.13
56.42
0.02
14.78
17.58
0.13 - - - -
0.13
56.50
0.02
14.77
17.58
0.13 - -
0.13
56.58
0.02
14.77
17.57
_ _
0.13
0.13
56.67
0.02
14.77
17.56
0.13 - - - -
0.13
56.75
56.83
0.02
0.02
14.77
14.77
17.56
17.55
0.13 - - - -
0.13 - -
0.13
56.92
0.02
14.77
17.54
- -
0.13 - - - -
0.13
0.13
57.00
0.02
14.77
17.54
0.13 - - - -
0.13
57.08
0.02
14.77
17.53
0.13 - -
0.13
57.17
0.02
14.77
17.52
_ _
0.13
0.13
57.25
0.02
14.77
17.52
0.13 - - - -
0.13
57.33
0.02
14.77
17.51
0.13 -
0.13
57.42
0.02
14.77
17.51
0.13 - -
0.13
57.50
0.02
14.77
17.50
_ _
0.13
0.13
57.58
0.02
14.77
17.49
0.13 - - - -
0.13
'
57.67
57.75
0.02
0.02
14.77
14.77
17.49
17.48
0.13 -
0.13 -
0.13
57.83
0.02
14.77
17.47
- -
0.13 - - - -
0.13
0.13
57.92
0.02
14.77
17.47
0.13 - - - -
0.13
58.00
0.02
14.76
17.46
0.13 - -
0.13
58.08
0.02
14.76
17.46
_ _
0.13
0.13
58.17
0.02
14.76
17.45
0.13 - - - -
0.13
58.
58.33 33
0.02
0.02
14.76
14.76
17.44
17.44
0.13 - _ _ -
0.13
0.13
0.13
58.42
0.02
14.76
17.43
0.13 - - -
0.13
58.50
0.02
14.76
17.42
0.13 - - - -
0.13
56.58
0.02
14.76
17.42
0.13 - -
0.13
58.67
0.02
14.76
17.41
_ _
0.13
0.13
58.75
0.02
14.76
17.41
0.13 - - - -
0.13
58.83
0.02
14.76
17.40
0.13 - - -
0.13
1
58.92
0.02
14.76
17.39
0.13 - -
0.13
59.00
0.02
14.76
17.39
_ _
0.13
0.13
59.08
0.02
14.76
17.38
0.13 - - - -
0.13
59.17
59.25
0.02
0.02
14.76
14.76
17.37
17.37
0.13 = _ _ -
0.13
0.13
59.33
0.02
14.76
17.36
0.13 - - - -
0.13
0.13
59.42
0.02
14.76
17.35
0.13 - - - -
0.13
59.50
0.02
14.75
17.35
0.13 -
0.13
59.58
0.02
14.75
17.34
= _ _
0.13
0.13
59.67
0.02
14.75
17.33
0.13 - - - --
0.13
59.
59.83 83
0.02
0.02
14.75
14.75
17.3
17.32
0.13 - _ _
0.13
0.13
0.13
59.92
0.02
14.75
17.32
_
0.13 - - - -
0.13
60.00
0.02
14.75
17.31
0.13 - - - -
0.13
60.08
0.02
14.75
17.30
0.13 - -
0.13
60.17
0.02
14.75
17.30
_ _
0.13
0.13
Continues on next page...
r

11
I
I
I
11
I
I
I
THE KEYS
Hydrograph Discharge Table
Page 16
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
60.25
0.02
14.75
17.29
0.13 - - - -
0.13
60.33
0.02
14.75
17.28
0.13 - - - -
0.13
60.42
0.02
14.75
17.28
0.13 - - - -
0.13
60.50
0.02
14.75
17.27
0.13 - - - -
0.13
60.58
0.02
14.75
17.26
0.13 - - - -
0.13
60.67
0.02
14.75
17.26
0.13 - - - -
0.13
60.75
0.02
14.75
17.25
0.13 - - - -
0.13
60.83
0.02
14.75
17.25
0.13 - - - -
0.13
60.92
0.02
14.75
17.24
0.13 - - - -
0.13
61.00
0.02
14.74
17.23
0.13 - - - -
0.13
61.08
0.02
14.74
17.23
0.13 - - - -
0.13
61.17
0.02
14.74
17.22
0.13 - - - -
0.13
61.25
0.02
14.74
17.21
0.13 - - - -
0.13
61.33
0.02
14.74
17.21
0.13 - - - -
0.13
61.42
0.02
14.74
17.20
0.13 - - - -
0.13
61.50
0.02
14.74
17.19
0.13 - - - -
0.13
61.58
0.02
14.74
17.19
0.13 - - - -
0.13
61.67
0.02
14.74
17.18
0.13 - - - -
0.13
61.75
0.02
14.74
17.18
0.13 - - - -
0.13
61.83
0.02
14.74
17.17
0.12 - - - -
0.12
61.92
0.02
14.74
17.16
0.12 - - - -
0.12
62.00
0.02
14.74
17.16
0.12 - - - -
0.12
62.08
0.02
14.74
17.15
0.12 - - - -
0.12
62.17
0.02
14.74
17.14
0.12 - - - -
0.12
62.25
0.02
14.74
17.14
0.12 - - - -
0.12
62.33
0.02
14.74
17.13
0.12 - - - -
0.12
62.42
0.02
14.74
17.13
0.12 - - - -
0.12
62.50
0.02
14.74
17.12
0.12 - - - -
0.12
62.58
0.02
14.73
17.11
0.12 - - - -
0.12
62.67
0.02
14.73
17.11
0.12 - - - -
0.12
62.75
0.02
14.73
17.10
0.12 - - - -
0.12
62.83
0.02
14.73
17.10
0.12 - - - -
0.12
62.92
0.02
14.73
17.09
0.12 - - - -
0.12
63.00
0.02
14.73
17.08
0.12 - - - -
0.12
63.08
0.02
14.73
17.08
0.12 - - - -
0.12
63.17
0.02
14.73
17.07
0.12 - - - -
0.12
63.25
0.02
14.73
17.06
0.12 - - - -
0.12
63.33
0.02
14.73
17.06
0.12 - - - -
0.12
63.42
0.02
14.73
17.05
0.12 - - - -
0.12
63.50
0.02
14.73
17.05
0.12 - - - -
0.12
63.58
0.02
14.73
17.04
0.12 - - - -
0.12
63.67
0.02
14.73
17.03
0.12 - - - -
0.12
63.75
0.02
14.73
17.03
0.12 - - - -
0.12
63.83
0.02
14.73
17.02
0.12 - - - -
0.12
63.92
0.02
14.73
17.02
0.12 - - - -
0.12
64.00
0.02
14.73
17.01
0.12 - - - -
0.12
64.08
0.02
14.73
17.00
0.12 - - - -
0.12
64.17
0.02
14.72
17.00
0.12 - - - -
0.12
64.25
0.02
14.72
16.99
0.12 - - - -
0.12
Continues on next page...

THE KEYS
Hydrograph Discharge Table
Page 17
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
64.33
0.02
14.72
16.98
0.12 - - - -
0.12
64.42
0.02
14.72
16.98
0.12 - - - -
0.12
64.50
0.02
14.72
16.97
0.12 - - - -
0.12
64.58
0.02
14.72
16.97
0.12 - - - -
0.12
64.67
0.02
14.72
16.96
0.12 - - - -
0.12
64.75
0.02
14.72
16.95
0.12 - - - -
0.12
64.83
0.02
14.72
16.95
0.12 - - - -
0.12
64.92
0.02
14.72
16.94
0.12 - - - -
0.12
65.00
0.02
14.72
16.94
0.12 - - - -
0.12
65.08
0.02
14.72
16.93
0.12 - - - -
0.12
65.17
0.02
14.72
16.92
0.12 - - - -
0.12
65.25
0.02
14.72
16.92
0.12 - - - -
0.12
65.33
0.02
14.72
16.91
0.12 - - - -
0.12
65.42
0.02
14.72
16.91
0.12 - - - -
0.12
65.50
0.02
14.72
16.90
0.12 - - - -
0.12
65.58
0.02
14.72
16.89
0.12 - - - -
0.12
65.67
0.02
14.72
16.89
0.12 - - - -
0.12
65.75
0.02
14.71
16.88
0.12 - - -
0.12
65.83
0.02
14.71
16.88
0.12 - - - -
0.12
65.92
0.02
14.71
16.87
0.12 - - - -
0.12
66.00
0.02
14.71
16.86
0.12 - - - -
0.12
66.08
0.02
14.71
16.86
0.12 - - - -
0.12
66.17
0.02
14.71
16.85
0.12 - - - -
0.12
66.25
0.02
14.71
16.85
0.12 - - - -
0.12
66.33
0.02
14.71
16.84
0.12 - - - -
0.12
66.42
0.02
14.71
16.84
0.12 - - - -
0.12
66.50
0.02
14.71
16.83
0.12 - - - -
0.12
66.58
0.02
14.71
16.82
0.12 - - - -
0.12
66.67
0.02
14.71
16.82
0.12 - - - -
0.12
66.75
0.02
14.71
16.81
0.12 - - - -
0.12
66.83
0.02
14.71
16.81
0.12 - - - -
0.12
66.92
0.02
14.71
16.80
0.11 - - - -
0.11
67.00
0.02
14.71
16.79
0.11 - - - -
0.11
67.08
0.02
14.71
16.79
0.11 - - - -
0.11
67.17
0.02
14.71
16.78
0.11 - - - -
0.11
67.25
0.02
14.71
16.78
0.11 - - - -
0.11
67.33
0.01
14.71
16.77
0.11 - - - -
0.11
67.42
0.01
14.70
16.76
0.11 - - - -
0.11
67.50
0.01
14.70
16.76
0.11 - - - -
0.11
67.58
0.01
14.70
16.75
0.11 - - - -
0.11
67.67
0.01
14.70
16.75
0.11 - - - -
0.11
67.75
0.01
14.70
16.74
0.11 - - - -
0.11
67.83
0.01
14.70
16.74
0.11 - - - -
0.11
67.92
0.01
14.70
16.73
0.11 - - - -
0.11
68.00
0.01
14.70
16.72
0.11 - - - -
0.11
68.08
0.01
14.70
16.72
0.11 - - - -
0.11
68.17
0.01
14.70
16.71
0.11 -. - - -
0.11
68.25
0.01
14.70
16.71
0.11 - - - -
0.11
68.33
0.01
14.70
16.70
0.11 - - - -
0.11
Continues on next page...

I
THE KEYS Page 18
' Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A
Weir B Weir C Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (Cfs)
(cfs) (cfs) (Cfs)
68.42
68.50
0.01
0.01
14.70
14.70
16.69
16.69
0.11 - _
0.11
_ - 0.11
0.11
68.58
0.01
14.70
16.68
0.11 - -
- - 0.11
68.67
0.01
14.70
16.68
0.11 - -
- - 0.11
68.75
0.01
14.70
16.67
0.11 -
- 0.11
68.83
0.01
14.70
16.66
_
0.11
_
0.11
68.92
0.01
14.70
16.66
0.11 - -
- - 0.11
69.0
0.01
14.
16.65
0.11
0.11
69.08
0.01
14.6969
16.65
- _
0.11
_ -
0.11
69.17
0.01
14.69
16.64
0.11
- - 0.11
69.25
0.01
14.69
16.63
0.11 - -
- - 0.11
69.33
0.01
14.69
16.63
0.11 -
- 0.11
69.42
0.01
14.69
16.62
_
0.11
_
0.11
69.50.
0.01
14.69
16.62
0.11 - -
- - 0.11
69.58
0.01
14.69
16.61
0.11 - -
- - 0.11
69.67
0.01
14.69
16.60
0.11 -
- 0.11
69.75
0.01
14.69
16.60
_
0.11
_
0.11
69.83
0.01
14.69
16.59
0.11 - -
- - 0.11
69.92
70.00
0.01
0.01
14.69
14.69
16.59
16.58
0.11 - _
0.11
_ - 0.11
0.11
70.08
0.01
14.69
16.57
0.11 - -
- - 0.11
70.17
0.01
14.69
16.57
0.11 - -
- - 0.11
70.25
0.01
14.69
16.56
0.11 -
- 0.11
70.33
0.01
14.69
16.56
_
0.11
_
0.11
70.42
0.01
14.69
16.55
0.11 - -
- - 0.11
70.50
0.01
14.69
16.54
0.11 - -
- 011
70.58
0.01
14.69
16.54
0.11 -
- 0.11
70.67
0.01
14.69
16.53
_
0.11
_
0.11
70.75
0.01
14.69
16.53
0.11 - -
- - 0.11
70.83
70.92
0.01
0.01
14.68
14.68
16.52
16.51
0.11 - _
0.11
_ - 0.11
71.00
0.01
14.68
16.51
0.11 - -
0.11
- - 0.11
71.08
0.01
14.68
16.50
0.11 - -
- 0.11
71.17
0.01
14.68
16.50
0.11 -
0.11
71.25
0.01
14.68
16.49
_
0.11
- - 011
71.33
0.01
14.68
16.49
0.11 - -
- - 011
71.
0.01
14.68
16.4
0.11
0.11
71.50 50
0.01
14.68
16.47
- 0.11
- 0.11
71.58
0.01
14.68
16.47
0.11 -
- - 0.11
71.67
0.01
14.68
16.46
0.11 - -
- - 0.11
71.75
0.01
14.68
16.46
0.11 -
- 011
71.83
0.01
14.68
16.45
_
0.11
_
0.11
71.92
0.01
14.68
16.44
0.11 - -
- - 0.11
72.00
0.01
14.68
16.44
0.11 - -
- - 0.11
72.08
0.01
14.68
16.43
0.11 -
- 0.11
72.17
0.01
14.68
16.43
_
0.11
_
0.11
72.25
0.01
14.68
16.42
0.11 - -
- - 0.11
'72,33
72.42
0,01
0.01
14,68
14.68
16.41
16.41
0.11 -
0.11 _
_ - 0.11
0.11
Continues on next page...

I
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1
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THE KEYS
Hydrograph Discharge Table
Pepe 19
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
Ids)
(ft)
(cfs)
(Cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
72.50
0.01
14.67
16.40
0.11 - - - -
0.11
72.58
0.01
14.67
16.40
0.11
0.11
72.67
0.01
14.67
16.39
0.11 - - - -
0.11
72.75
0.01
14.67
16.39
0.11 - - - -
0.11
72.83
0.01
14.67
16.38
0.11 - - - -
0.11
72.92
0.01
14.67
16.37
0.10 - - - -
0.10
73.00
0.01
14.67
16.37
0.10 - - - -
0.10
73.08
0.01
14.67
16.36
0.10 - - - -
0.10
73.17
0.01
14.67
16.36
0.10 - - - -
0.10
73.25
0.01
14.67
16.35
0.10 - - - -
0.10
73.33
0.01
14.67
16.34
0.10 - - - -
0.10
73.42
0.01
14.67
16.34
0.10 - - - -
0.10
73.50
0.01
14.67
16.33
0.10 - - - -
0.10
73.58
0.01
14.67
16.33
0.10 - - - -
0.10
73.67
0.01
14.67
16.32
0.10 - - - -
0.10
73.75
0.01
14.67
16.32
0.10 - - - -
0.10
73.83
0.01
14.67
16.31
0.10 - - - -
0.10
73.92
0.01
14.67
16.30
0.10 - - - -
0.10
74.00
0.01
14.67
16.30
0.10 - - - -
0.10
74.08
0.01
14.67
16.29
0.10 - - - -
0.10
74.17
0.01
14.67
16.29
0.10 - - - -
0.10
74.25
0.01
14.66
16.28
0.10 - - - -
0.10
74.33
0.01
14.66
16.28
0.10 - - - -
0.10
74.42
0.01
14.66
16.27
0.10 - - - -
0.10
74.50
0.01
14.66
16.26
0.10 - - - -
0.10
74.58
0.01
14.66
16.26
0.10 - - - -
0.10
74.67
0.01
14.66
16.25
0.10 - - - -
0.10
74.75
0.01
14.66
16.25
0.10 - - - -
0.10
74.83
0.01
14.66
16.24
0.10 - - - -
0.10
74.92
0.01
14.66
16.23
0.10 - - - -
0.10
75.00
0.01
14.66
16.23
0.10 - - - -
0.10
75.08
0.01
14.66
16.22
0.10 - - - -
0.10
75.17
0.01
14.66
16.22
0.10 - - - -
0.10
75.25
0.01
14.66
16.21
0.10 - - - -
0.10
75.33
0.01
14.66
16.21
0.10 - - - -
0.10
75.42
0.01
14.66
16.20
0.10 - - - -
0.10
75.50
0.01
14.66
16.19
0.10 - - - -
0.10
75.58
0.01
14.66
16.19
0.10 - - - -
0.10
75.67
0.01
14.66
16.18
0.10 - - - -
0.10
75.75
0.01
14.66
16.18
0.10 - - - -
0.10
75.83
0.01
14.66
16.17
0.10 - - - -
0.10
75.92
0.01
14.66
16.17
0.10 - - - -
0.10
76.00
0.01
14.65
16.16
0.10 - - - -
0.10
76.08
0.01
14.65
16.15
0.10 - - - -
0.10
76.17
0.01
14.65
16.15
0.10 - - - -
0.10
76.25
0.01
14.65
16.14
0.10 - - - -
0.10
76.33
0.01
14.65
16.14
0.10 - - - -
0.10
76.42
0.01
14.65
16.13
0.10 - - - -
0.10
76.50
0.01
14.65
16.13
0.10 - - - -
0.10
Continues on next page...
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1
11
THE KEYS
Page 20
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(Cfs) (Cfs) (cfs) (cfs) (cfs)
(cfs)
76.58
0.01
14.65
16.12
0.10 - - - -
0.10
76.67
0.01
14.65
16.11
0.10 - - - -
0.10
76.75
0.01
14.65
16.11
0.10 - - - -
0.10
76.83
0.01
14.65
16.10
0.10 - - - -
0.10
76.92
0.01
14.65
16.10
0.10 - - - -
0.10
77.00
0.01
14.65
16.09
0.10 - - - -
0.10
77.08
0.01
14.65
16.09
0.10 - - - -
0.10
77.17
0.01
14.65
16.08
0.10 - - - -
0.10
77.25
0.01
14.65
16.07
0.10 - - - -
0.10
77.33
0.01
14.65
16.07
0.10 - - - -
0.10
77.42
0.01
14.65
16.06
0.10 - - - -
0.10
77.50
0.01
14.65
16.06
0.10 - - - -
0.10
77.58
0.01
14.65
16.05
0.10 - - - -
0.10
77.67
0.01
14.65
16.05
0.10 - - - -
0.10
77.75
0.01
14.65
16.04
0.10 - - - -
0.10
77.83
0.01
14.64
16.03
0.10 - - - -
0.10
77.92
0.01
14.64
16.03
0.10 - - - -
0.10
78.00
0.01
14.64
16.02
0.10 - - - -
0.10
78.08
0.01
14.64
16.02
0.10 - - - -
0.10
78.17
0.01
14.64
16.01
0.10 - - - -
0.10
78.25
0.01
14.64
16.01
0.10 - - - -
0.10
78.33
0.01
14.64
16.00
0.10 - - - -
0.10
78.42
0.01
14.64
15.99
0.10 - - - -
0.10
78.50
0.01
14.64
15.99
0.10 - - - -
0.10
78.58
0.01
14.64
15.98
0.10 - - - -
0.10
78.67
0.01
14.64
15.98
0.10 - - - -
0.10
78.75
0.01
14.64
15.97
0.10 - - - -
0.10
78.83
0.00
14.64
15.97
0.10 - - - -
0.10
78.92
0.00
14.64
15.96
0.10 - - - -
0.10
79.00
0.00
14.64
15.95
0.10 - - - -
0.10
79.08
0.00
14.64
15.95
0.10 - - - -
0.10
79.17
0.00
14.64
15.94
0.10 - - - -
0.10
79.25
0.00
14.64
15.94
0.10 - - - -
0.10
79.33
0.00
14.64
15.93
0.10
0.10
79.42
0.00
14.64
15.92
0.10 - - - -
0.10
79.50
0.00
14.64
15.92
0.10 - - - -
0.10
79.58
0.00
14.64
15.91
0.10 - - - -
0.10
79.67
0.00
14.63
15.91
0.09 - - - -
0.09
79.75
0.00
14.63
15.90
0.09 - - -
0.09
79.83
0.00
14.63
15.90
0.09 - - - -
0.09
79.92
0.00
14.63
15.89
0.09 - - - -
0.09
80.00
0.00
14.63
15.88
0.09 - - - -
0.09
80.08
0.00
14.63
15.88
0.09 - - - -
0.09
80.17
0.00
14.63
15.87
0.09 - - - -
0.09
80.25
0.00
14.63
15.87
0.09 - - - -
0.09
80.33
0.00
14.63
15.86
0.09 - - - -
0.09
80.42
0.00
14.63
15.85
0.09 - - - -
0.09
80.50
0.00
14.63
15.85
0.09 - - - -
0_09
80.58
0.00
14.63
15.84
0.09 - - - -
0.09
Continues on next page...
I

I
THE,KEYS pap 21
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A
Weir B Weir C Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs)
(cfs). (cfs) (cfs)
80.67
0.00
14.63
15.84
0.09 -
- 0.09
80.75
0.00
14.63
15.83
_
0.09
_
0.09
80.83
0.00
14.63
15.83
0.09 - -
- - 0.09
80.92
0.00
14.63
15.82
0.09 - -
- - 0.09
81.00
0.00
14.63
15.81
0.09 -
0.09
81.08
0.00
14.63
15.81
_
0.09
_ _
0.09
81.17
0.00
14.63
15.80
0.09 - -
- - 0.09
81.25
81.33
0.00
0.00
14.63
14.63
15.80
15.79
0.09 - _
0.09
_ - 0.09
0.09
81.42
0.00
14.63
15.79
0.09 - -
- - 0.09
81.50
0.00
14.62
15.78
0.09 - -
- - 0.09
81.58
0.00
14.62
15.77
0.09 -
- 0.09
'
81.67
0.00
14.62
15.77
_
0.09
_
0.09
81.75
0.00
14.62
15.76
0.09 - -
- - 0.09
81.92
0.00
14.62
15.75
0.09
0.09
81.92
0.00
14.62
15.75
- _
0.09
_ -
0.09
82.00
0.00
14.62
15.74
0.09
0.09
82.08
0.00
14.62
15.74
0.09 - -
- - 0.09 .
82.17
0.00
14.62
15.73
0.09 -
- 0.09
82.25
0.00
14.62
15.73
_
0.09
_
0.09
82.33
0.00
14.62
15.72
0.09 - -
- - 0.09
82.42
0.00
14.62
15.72
0.09 - -
- - 0.09
82.50
0.00
14.62
15.71
0.09 -
- 0.09
82.58
0.00
14.62
15.70
_
0.09
_
0.09
82.67
0.00
14.62
15.70
0.09 - -
- - 0.09
82.
82.83 83
0.00
0.00
14.62
14.62
15.69
15.69
0.09 - _
0.09
_ - 0.09
0.09
82.92
0.00
14.62
15.68
0.09
0.09
83.00
0.00
14.62
15.68
0.09 - -
- - 0.09
83.08
0.00
14.62
15.67
0.09 -
- 0.09
'
83.17
0.00
14.62
15.66
_
0.09
_
0.09
83.25
0.00
14.62
15.66
0.09 - -
- - 0.09
83.33
0.00
14.61
15.65
0.09 - -
- - 0.09
'
83.42
0.00
14.61
15.65
0.09
- 0.09
83.50
0.00
14.61
15.64
_ _
0.09
_
0.09
83.58
0.00
14.61
15.64
0.09 - -
- - 0.09
'
83.67
83.75
0.00
0.00
14.61
14.61
15.63
15.63
0.09 - _
0.09
_ - 0.09
0.09
83.83
0.00
14.61
15.62
0.09 - -
- - 0.09
83.92
0.00
14.61
15.61
0.09 - -
- - 0.09
84.00
0.00
14.61
15.61
0.09 -
- 0.09
84.08
0.00
14.61
15.60
_
0.09
_
0.09
84.17
0.00
14.61
15.60
0.09 - -
- - 0.09
84.
84.33 33
0.00
0.00
14.61
14.61
15.59
15.59
0.09 - _
0.09
_ - 0.09
0.09
84.42
0.00
14.61
15.58
0.09 -
- - 0.09
84.50
0.00
14.61
15.57
0.09 - -
- - 0.09
. 84.58
0.00
14.61
15.57
0.09 -
- 0.09
84.67
0.00
14.61
15.56
_
0.09
_
0.09
Continues on next page...
I

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THE KEYS
Page 22
Hydrograph Discharge Table
Time
Inflow
Elevation
Culv. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(Cfs)
84.75
0.00
14.61
15.56
0.09 - -
0.09
84.83
0.00
14.61
15.55
_ _
0.09
0.09
84.92
0.00
14.61
15.55
0.09 - - - -
0.09
85.00
0.00
14.61
15.54
0.09 - - - -
0.09
85.08
0.00
14.61
15.54
0.09 - -
0.09
85.17
0.00
14.61
15.53
_ _
0.09
0.09
85.25
0.00
14.60
15.52
0.09 - - - -
0.09
85.33
85.42
0.00
0.00
14.60
14.60
15.52
15.51
0.09 - _ _ -
0.09
0.09
0.09
85.50
0.00
14.60
15.51
0.09 - - - -
0.09
85.58
0.00
14.60
15.50
0.09 - - - -
0.09
85.67
0.00
14.60
15.50
0.09 - -
0.09
85.75
0.00
14.60
15.49
_ _
0.09
0.09
85.83
0.00
14.60
15.49
0.09 - - - -
0.09
8.
0.00
14.60
15.48
0.09
0.09
86.00 00
0.00
14.60
15.47
- _ _ -
0.09
0.09
86.08
0.00
14.60
15.47
0.09 -
0.09
86.17
0.00
14.60
15.46
0.09 - - - -
0.09
86.25
0.00
14.60
15.46
0.09 - -
0.09
'
86.33
0.00
14.60
15.45
_ _
0.09
0.09
86.42.
0.00
14.60
15.45
0.09 - - - -
0.09
86.50
0.00
14.60
15.44
0.09 - - - -
0.09
'86.58
0.00
14.60
15.44
0.09 - -
0.09
86.67
0.00
14.60
15.43
_ _
0.09
0.09
86.75
0.00
14.60
15.42
0.09 - - - -
0.09
'86.83
86.92
0.00
0.00
14.60
14.60
15.42
15.41
0.09 - _ _ -
0.09
0.09
0.09
87.00
0.00
14.60
15.41
0.09 - - - -
0.09
87.08
0.00
14.60
15.40
0.09 - - - -
0.09
87.17
0.00
14.59
15.40
0.09 - -
0.09
87.25
0.00
14.59
15.39
_ _
0.09
0.09
87.33
0.00
14.59
15.39
0.09 - - - -
0.09
87.
0.00
14.59
15.38
0.09
0.09
87.50 50
0.00
14.59
15.37
- _ _ -
0.09
0.09
87.58
0.00
14.59
15.37
0.09
0.09
87.67
0.00
14.59
15.36
0.09 - - - =
0.09
87.75
87.83
0.00
0.00
14.59
14.59
15.36
15.35
0.09 - _ _ -
0.09
0.09
87.92
0.00
14.59
15.35
0.09 - - - -
0.09
0.09
88.00
0.00
14.59
15.34
0.09 - - - -
0.09
'88.08
0.00
14.59
15.34
0.09 - -
0.09
88.17
0.00
14.59
15.33
_ _
0.09
0.09
88.25
0.00
14.59
15.33
0.09 - - - -
0.09
88.33
88.42
0.00
0.00
14.59
14.59
15.32
15.32
0.09 - _ _ -
0.08
0.09
0.08
88.50
0.00
14.59
15.31
0.08 - - - -
0.08
88.58
0.00
14.59
15.30
0.08 - - - -
0.08
0.00
14.59
15.30
0.08 - -
0.08
'88.67
88.75
0.00
14.59
15.29
_ _
0.08
0.08
Continues on next page...

THE KEYS
Hydrograph Discharge Table
Pape 23
'
Time
' Inflow
Elevation
Culv. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hm)
(Cfs)
(ft)
(Cfs)
(cfs) (Cfs) (Cfs) (Cfs) (Cfs)
(Cfs)
88.83
0.00
14.59
15.29
0.08 - -
0.08
88.92
0.00
14.59
15.28
_ _
0.08
0.08
89.00
0.00
14.59
15.28
0.08 - - - -
0.08
89.08
0.00
14.58
15.27
0.08
0.08
89.17
0.00
14.58
15.27
0.08 - -
0.08
89.25
0.00
14.58
15.26
_ _
0.08
0.08
89.33
0.00
14.58
15.26
0.08 - - - -
0.08
'
89.42
89.50
0.00
0.00
14.58
14.58
15.25
15.25
0.08 - _ _ -
0.08
0.08
0.08
89.58
0.00
14.58
15.24
0.08 - - - -
0.08
89.67
0.00
14.58
15.23
0.08 - - - -
0.08
89.75
0.00
14.58
15.23
0.08 - -
0.08
'
89.83
0.00
14.58
15.22
_ _
0.08
0.08
89.92
0.00
14.58
15.22
0.08 - - - -
0.08
90.00
0.00
14.58
15.21
0.08 - - - -
0.08
90.08
0.00
14.58
15.21
0.08 -
0.08
90.17
0.00
14.58
15.20
_ _ =
0.08
0.08
90.25
0.00
14.58
15.20
0.08 - - - -
0.08
90.33
90.42
0.00
0.00
14.58
14.58
15.19
15.19
0.08 - _ _ -
0.08
0.08
0.08
90.50
0.00
14.58
15.18
0.08 - - - -
0.08
90.58
0.00
14.58
15.17
0.08 - - - -
0.08
90.67
0.00
14.58
15.17
0.08 - -
0.08
90.75
0.00
14.58
15.16
_ _
0.08
0.08
90.83
0.00
14.58
15.16
0.08 - - - -
0.08
'
9.
91.00 00
0.00
0.00
14.58
14.58
15.15
15.15
0.08 - _ _ -
0.08
0.08
0.08
91.08
0.00
14.57
15.14
0.08 -
0.08
91.17
0.00
14.57
15.14
0.08 - - - -
0.08
91.25
0.00
14.57
15.13
0.08 - -
0.08
91.33
0.00
14.57
15.13
_ _
0.08
0.08
91.42
0.00
14.57
15.12
0.08 - - - -
0.08
91.50
0.00
14.57
15.11
0.08 - - - -
0.08
'
91.58
0.00
14.57
15.11
0.08 - -
0.08
91.67
0.00
14.57
15.10
_ _
0.08
0.08
91.75
0.00
14.57
15.10
0.08 - - - -
0.08
'91.83
91.92
0.00
0.00
14.57
14.57
15.09
15.09
0.08 - _ _ -
0.08
0.08
0.08
92.00
0.00
14.57
15.08
0.08 - - - -
0.08
92.08
0.00
14.57
15.08
0.08 - - - -
0.08
0.00
14.57
15.07
0.08 - -
0.08
'92.17
92.25
0.00
14.57
15.07
_ _
0.08
0.08
92.33
0.00
14.57
15.06
0.08 - - - -
0.08
92.
0.00
14.57
15.05
0.08
0.08
92.50 50
0.00
14.57
15.05
- _ _ -
0.08
0.08
92.58
0.00
14.57
15.04
0.08 - -
0.08
92.67
0.00
14.57
15.04
0.08 - - - -
0.08
0.00
14.57
15.03
0.08 - -
0.08
'92.75
92.83
0.00
14.57
15.03
_ _
0.08
0.08
Continues on next page...

C
1
I
r
THE. KEYS Page 24
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C WeirA Weir B Weir C
Outflow,
(hrs)
(Cfs)
(ft)
(cfs)
(Cfs) (Cfs) (Cfs) (Cfs) (Cfs)
(Cfs)
92.92
0.00
14.57
15.02
0.08 - - - -
0.08
93.00
0.00
14.57
15.02
0.08 - - - -
0.08
93.08
0.00
14.57
15.01
0.08 - - - -
0.08
93.17
0.00
14.56
15.01
0.08 - - - -
0.08
93.25
0.00
14.56
15.00
0.08 - - - -
0.08
93.33
0.00
14.56
15.00
0.08 - - - -
0.08
93.42
0.00
14.56
14.99
0.08 - - - -
0.08
93.50
0.00
14.56
14.98
0.08 - - - -
0.08
93.58
0.00
14.56
14.98
0.08 - - - -
0.08
93.67
0.00
14.56
14.97
0.08 - - - -
0.08
93.75
0.00
14.56
14.97
0.08 - - - -
0.08
93.83
0.00
14.56
14.96
0.08 - - - -
0.08
93.92
0.00
14.56
14.96
0.08 - - - -
0,08
94.00
0.00
14.56
14.95
0.08 - - - -
0.08
94.08
0.00
14.56
14.95
0.08 - - - -
0.08
94.17
0.00
14.56
14.94
0.08 - - - -
0.08
94.25
0.00
14.56
14.94
0.08 - - - -
0.08
94.33
0.00
14.56
14.93
0.08 - - - -
0.08
94.42
0.00
14.56
14.93
0.08 - - - -
0.08
94.50
0.00
14.56
14.92
0.08 - - - -
0.08
94.58
0.00
14.56
14.92
0.08 - - - -
0.08
94.67
0.00
14.56
14.91
0.08 - - - -
0.08
94.75
0.00
14.56
14.91
0.08 - - - -
0,08
94.83
0.00
14.56
14.90
0.08 - - - -
0.08
94.92
0.00
14.56
14.89
0.08 - - - -
0.08
95.00
0.00
14.56
14.89
0.08 - - - -
0.08
95.08
0.00
14.56
14.88
0.08 - - - -
0.08
95.17
0.00
14.56
14.88
0.08 - - - -
0.08
95.25
0.00
14.56
14.87
0.08 - - - -
0.08
95.33
0.00
14.55
14.87
0.08 - - - -
0.08
95.42
0.00
14.55
14.86
0.08 - - - -
0.08
95.50
0.00
14.55
14.86
0.08 - - - -
0.08
95.58
0.00
14.55
14.85
0.08 - - - -
0.08
95.67
0.00
14.55
14.85
0.08 - - - -
0.08
95.75
0.00
14.55
14.84
0.08 - - - -
0.08
95.83
0.00
14.55
14.84
0.08 - - - -
0.08
95.92
0.00
14.55
14.83
0.08 - - - -
0.08
96.00
0.00
14.55
14.83
0.08 - - - -
0.08
96.08
0.00
14.55
14.82
0.08 - - - -
0.08
96.17
0.00
14.55
14.82
0.08 - - - -
0.08
96.25
0.00
14.55
14.81
0.08 - - - -
0.08
96.33
0.00
14.55
14.81
0.08 - - - -
0.08
96.42
0.00
14.55
14.80
0.08 - - - -
0.08
96.50
0.00
14.55
14.80
0.08 - - - -
0.08
96.58
0.00
14.55
14.79
0.08 - - - -
0.08
96.67
0.00
14.55
14.79
0.08 - - - -
0.08
96.75
0.00
14.55
14.78
0.08 - - - -
0.08
96.83
0.00
14.55
14.78
0.08 - - - -
0.08
96.92
0.00
14.55
14.77
0.07 - - - -
0.07
Continues on next page...
I

p
I
I
1
THE KEYS
Page 25
Hydrograph Discharge Table
Time
Inflow
Elevation
Culv. A
Culy. B CuIv. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
97.00
0.00
14.55
14.77
0.07 - - - -
0.07
97.08
0.00
14.55
14.76
0.07 - - - -
0.07
97.17
0.00
14.55
14.76
0.07 - - - -
0.07
97.25
0.00
14.55
14.75
0.07 - - - -
0.07
97.33
0.00
14.55
14.75
0.07 - - - -
0.07
97.42
0.00
14.55
14.74
0.07 - - - -
0.07
97.50
0.00
14.54
14.74
0.07 - - - -
0.07
97.58
0.00
14.54
14.73
0.07 - - - -
0.07
97.67
0.00
14.54
14.73
0.07 - - - -
0.07
97.75
0.00
14.54
14.72
0.07 - - - -
0.07
97.83
0.00
14.54
14.72
0.07 - - - -
0.07
97.92
0.00
14.54
14.71
0.07 - - - -
0.07
98.00
0.00
14.54
14.71
0.07 - - - -
0.07
98.08
0.00
14.54
14.70
0.07 - - - -
0.07
98.17
0.00
14.54
14.70
0.07 - - - -
0.07
98.25
0.00
14.54
14.69
0.07 - - - -
0.07
98.33
0.00
14.54
14.69
0.07 - - - -
0.07
98.42
0.00
14.54
14.68
0.07 - - - -
0.07
98.50
0.00
14.54
14.68
0.07 - - - -
0.07
98.58
0.00
14.54
14.67
0.07 - - - -
0.07
98.67
0.00
14.54
14.67
0.07 - - - -
0.07
98.75
0.00
14.54
14.66
0.07 - - - -
0.07
98.83
0.00
14.54
14.66
0.07 - - - -
0.07
98.92
0.00
14.54
14.65
0.07 - - - -
0.07
99.00
0.00
14.54
14.65
0.07 - - - -
0.07
99.08
0.00
14.54
14.64
0.07 - - - -
0.07
99.17
0.00
14.54
14.64
0.07 - - - -
0.07
99.25
0.00
14.54
14.63
0.07 - - - -
0.07
99.33
0.00
14.54
14.63
0.07 - - - -
0.07
99.42
0.00
14.54
14.62
0.07 - - - -
0.07
99.50
0.00
14.54
14.62
0.07 - - - -
0.07
99.58
0.00
14.54
14.61
0.07 - - - -
0.07
99.67
0.00
14.54
14.61
0.07 - - - -
0.07
99.75
0.00
14.53
14.60
0.07 - - - -
0.07
99.83
0.00
14.53
14.60
0.07 - - - -
0.07
99.92
0.00
14.53
14.59
0.07. - - - -
0.07
100.00
0.00
14.53
14.59
0.07 - - - -
0.07
100.08
0.00
14.53
14.58
0.07 - - - -
0.07
100.17
0.00
14.53
14.58
0.07 - - - -
0.07
100.25
0.00
14.53
14.57
0.07 - - - -
0.07
100.33
0.00
14.53
14.57
0.07 - - - -
0.07
100.42
0.00
14.53
14.56
0.07 - - - -
0.07
100.50
0.00
14.53
14.56
0.07 - - - -
0.07
100.58
0.00
14.53
14.55
0.07 - - - -
0.07
100.67
0.00
14.53
14.55
0.07 - - - -
0.07
100.75
0.00
14.53
14.54
0.07 - - - -
0.07
100.83
0.00
14.53
14.54
0.07 - - - -
0.07
100.92
0.00
14.53
14.54
0.07 - - - -
0.07
101.00
0.00
14.53
14.53
0.07 - - - -
0.07
Continues on next page...
I

THE KEYS
Hydrograph Discharge Table
Page 26
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs) (Cfs) (Cfs) (Cfs) (Cfs)
(Cfs)
101.08
0.00
14.53
14.53
0.07 - - - -
0.07
101.17
0.00
14.53
14.52
0.07 - - - -
0.07
101.25
0.00
14.53
14.52
0.07 - - - -
0.07
101.33
0.00
14.53
14.51
0.07 - - - -
0.07
101.42
0.00
14.53
14.51
0.07 - - - -
0.07
101.50
0.00
14.53
14.50
0.07 - - - -
0.07
101.58
0.00
14.53
14.50
0.07 - - - -
0.07
101.67
0.00
14.53
14.49
0.07 - - - -
0.07
101.75
0.00
14.53
14.49
0.07 - - - -
0.07
101.83
0.00
14.53
14.48
0.07 - - - -
0.07
101.92
0.00
14.53
14.48
0.07 - - - -
0.07
102.00
0.00
14.53
14.47
0.07 - - - -
0.07
102.08
0.00
14.53
14.47
0.07 - - - -
0.07
102.17
0.00
14.52
14.46
0.07 - - - -
0.07
102.25
0.00
14.52
14.46
0.07 - - - -
0.07
102.33
0.00
14.52
14.45
0.07 - - - -
0.07
102.42
0.00
14.52
14.45
0.07 - - - -
0.07
102.50
0.00
14.52
14.45
0.07 - - - -
0.07
102.58
0.00
14.52
14.44
0.07 - - - -
0.07
102.67
0.00
14.52
14.44
0.07 - - - -
0.07
102.75
0.00
14.52
14.43
0.07 - - - -
0.07
102.83
0.00
14.52
14.43
0.07 - - - -
0.07
102.92
0.00
14.52
14.42
0.07 - - - -
0.07
103.00
0.00
14.52
14.42
0.07 - - - -
0.07
103.08
0.00
14.52
14.41
0.07 - - - -
0.07
103.17
0.00
14.52
14.41
0.07 - - - -
0.07
103.25
0.00
14.52
14.40
0.07 - - - -
0.07
103.33
0.00
14.52
14.40
0.07 - - - -
0.07
103.42
0.00
14.52
14.39
0.07 - - - -
0.07
103.50
0.00
14.52
14.39
0.07 - - - -
0.07
103.58
0.00
14.52
14.38
0.07 - - - -
0.07
103.67
0.00
14.52
14.38
0.07 - - - -
0.07
103.75
0.00
14.52
14.37
0.07 - - - -
0.07
103.83
0.00
14.52
14.37
0.07 - - - -
0.07
103.92
0.00
14.52
14.37
0.07 - - - -
0.07
104.00
0.00
14.52
14.36
0.07 - - - -
0.07
104.08
0.00
14.52
14.36
0.07 - - - -
0.07
104.17
0.00
14.52
14.35
0.07 - - - -
0.07
104.25
0.00
14.52
14.35
0.07 - - - -
0.07
104.33
0.00
14.52
14.34
0.07 - - - -
0.07
104.42
0.00
14.52
14.34
0.07 - - - -
0.07
104.50
0.00
14.52
14.33
0.07 - - - -
0.07
104.58
0.00
14.51
14.33
0.07 - - - -
0.07
104.67
0.00
14.51
14.32
0.06 - - - -
0.06
104.75
0.00
14.51
14.32
0.06 - - - -
0.06
104.83
0.00
14.51
14.31
0.06 - - - -
0.06
104.92
0.00
14.51
14.31
0.06 - - - -
0.06
105.00
0.00
14.51
14.30
0.06 - - - -
0.06
105.08
0.00
14.51
14.30
0.06 - - - -
0.06
Continues on next page...

THE KEYS
Page V
Hydrograph Discharge Table
'
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
Ids)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
105.17
0.00
14.51
14.29
0.06 - -
0.06
'
105.25
0.00
14.51
14.29
_ _
0.06
0.06
105.33
0.00
14.51 ,
14.29
0.06 - - - -
0.06
105.42
0.00
14.51
14.28
0.06 - - - -
0.06
'
105.50
0.00
14.51
14.28
0.06 - -
0.06
105.58
0.00
14.51
14.27
_ _
0.06
0.06
105.67
0.00
14.51
14.27
0.06 - - - -
0,06
'
105.75
105.83
0.00
0.00
14.51
14.51
14.26
14.26
0.06 - _ _ -
0.06
0.06
0.06
105.92
0.00
14.51
14.25
0.06 - - - -
0.06
106.00
0.00
14.51
14.25
0.06 - - - -
0.06
106.08
0.00
14.51
14.24
0.06 - -
0.06
106.17
0.00
14.51
14.24
_ _
0.06
0.06
106.25
0.00
14.51
14.24
0.06 - - - -
0.06
106.33
0.00
14.51
14.23
0.06 - - - -
0.06
'
106.42
0.00
14.51
14.23
0.06 -
0.06
106.50
0.00
14.51
14.22
_ _ =
0.06
0.06
106.58
0.00
14.51
14.22
0.06 - - - -
0.06
106.67
106.75
0.00
0.00
14.51
14.51
14.21
14.21
0.06 - _ _ -
0.06
0.06
0.06
106.83
0.00
14.51
14.21
0.06 - - - -
0.06
106.92
0.00
14.51
14.20
0.06 - - - -
0.06
107.00
0.00
14.51
14.20
0.06 -
0.06
107.08
0.00
14.51
14.19
_ _ -
0.06
0.06
107.17
0.00
14.51
14.19
0.06 - - - -
0.06
107.
107.33 33
0.00
0.00
14.50
14.50
14.18
14.18
0.06 - _ _ -
0.06
006
0..06
107.42
0.00
14.50
14.17
0.06 -
0.06
107.50
0.00
14.50
14.17
0.06 - - - -
0,06
107.58
0.00
14.50
14.17
0.06 - -
0.08
107.67
0.00
14.50
14.16
_ _
0.06
0.06
107.75
0.00
14.50
14.16
0.06 - - - -
0.06
107.83
0.00
14.50
14.15
0.06 - - - -
0.06
107.92
0.00
14.50
14.15
0.06 - -
0.06
108.00
0.00
14.50
14.15
_ _
0.06
0.06
108.08
0.00
14.50
14.14
0.06 - - - -
0.06
'108.17
108.25
0.00
0.00
14.50
14.50
14.14
14.13
0.06 - _ _ -
0.06
0.06
0.06
108.33
0.00
14.50
14.13
0.06 - - - -
0.06
108.42
0.00
14.50
14.12
0.06 - - - -
0.06
108.50
0.00
14.50
14.12
0.06 - -
0.06
108.58
0.00
14.50
14.12
_ _
0.06
0.06
108.67
0.00
14.50
14.11
0.06 - - - -
0.06
108.
0.00
14.50
14.11
0.06
0.06
108.83 83
0.00
14.50
14.10
- _ _ -
0.06
0.06
108.92
0.00
14.50
14.10
0.06 - - -
0.06
109.00
0.00
14.50
14.10
0.06 - - - -
0.06
0.00
14.50
14.09
0.06 - -
0.06
'109.08
109.17
0.00
14.50
14.09
_ _
0.06
0.06
Continues on next page...

'
THE KEYS
Pigs 28
Hydrograph Discharge Table
'
Time
Inflow
Elevation
Culv. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (Cfs) (cfs)
(cfs)
109.25
0.00
14.50
14.08
0.06 - -
0.06
'
109.33
0.00
14.50
14.08
_ _
0.06
0.06
109.42
0.00
14.50
14.08
0.06 - - - -
0.06
109.50
0.00
14.50
14.07
0.06 - - - -
0.06
'
109.58
0.00
14.50
14.07
0.06 - -
0.06
109.67
0.00
14.50
14.06
_ _
0.06
0.06
109.75
0.00
14.50
14.06
0.06 - - - -
0.06
'
109.83
109.92
0,00
0.00
14.50
14.50
14.06
14.05
0.05 - _ _ -
0.05
0.05
0.05
110.00
0.00
14.50
14.05
0.05 - - - -
0.05
110.08
0.00
14.49
14.04
0.05 - - - -
0.05
110.17
0.00
14.49
14.04
0.05 - -
0.05
110.25
0.00
14.49
14.04
_ _
0.05
0.05
110.33
0.00
14.49
14.03
0.05 - - - -
0.05
110.42
0.00
14.49
14.03
0.05 - - - -
0.05
'
110.50
0.00
14.49
14.02
0.05 - -
0.05
110.58
0.00
14.49
14.02
_ _
0.05
0.05
110.67
0.00
14.49
14.02
0.05 - - - =
0.05
110.75
0.00
14.49
14.01
0.05 - -
0.05
110.83
0.00
14.49
14.01
_ _
0.05
0.05
110.92
0.00
14.49
14.01
0.05 - - - -
0.05
111.00
0.00
14.49
14.00
0.05 - - - -
0.05
111.08
0.00
14.49
14.00
0.05 - -
0.05
111.17
0.00
14.49
13.99
_ _
0.05
0.05
111.25
0.00
14.49
13.99
0.05 - - - -
0.05
111.42
0.00
14.49
13.98
0.05
0.05
111.42
0.00
14.49
13.98
- _ _ -
0.05
0.05
111.50
0.00
14.49
13.98
0.05
0.05
111.58
0.00
14.49
13.97
0.05 - - - -
0.05
111.67
0.00
14.49
13.97
0.05 - -
0.05
111.75
0.00
14.49
13.97
_ _
0.05
0.05
111.83
0.00
14.49
13.96
0.05 - - - -
0.05
111.92
0.00
14.49
13.96
0.05 - - - -
0.05
'
112.00
0.00
14.49
13.96
0.05 -
0.05
112.08
0.00
14.49
13.95
_ _ _
0.05
0.05
112.17
0.00
14.49
13.95
0.05 . - - - -
0.05
'
112.25
112.33
0.00
0.00
14.49
14.49
13.95
13.94
0.05 - _ _ -
0.05
0.05
0.05
112.42
0.00
14.49
13.94
0.05 - - - -
0.05
112.50
0.00
14.49
13.93
0.05 - - - -
0.05
112.58
0.00
14.49
13.93
0.05 - -
0.05
'
112.67
0.00
14.49
13.93
_ _
0.05
0.05
112.75
0.00
14.49
13.92
0.05 - - - -
0.05
112.
0.00
14.49
13.92
0.05
0.05
112.92 92
0.00
14.49
13.92
- _ _ -
0.05
0.05
113.00
0.00
14.49
13.91
0.05
0.05
113.08
0.00
14.49
13.91
0.05 - - - -
0.05
0.00
14.49
13.91
0.05 -
0.05
'113.17
113.25
0.00
14.49
13.90
_ _
0.05 _
0.05
ConBnues on next page...

THE KEYS
' Hydrograph Discharge Table
Page 29
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C WeirA Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (cfs) (cfs)
(cfs)
113.33
0.00
14.48
13.90
0.05 - -
0.05
113.42
0.00
14.48
13.90
_ _
0.05
0.05
113.50
0.00
14.48
13.89
0.05 - - - -
0.05
113.58
0.00
14.48
13.89
0.05 - - - -
0.05
'
113.67
0.00
14.48
13.88
0.05 -
0.05
113.75
0.00
14.48
13.88
_ _
0.05 _
0.05
113.83
0.00
14.48
13.88
0.05 - - - -
0.05
'
113.
114.00 00
0.00
0.00
14.48
14.48
13.87
13.87
0.05 - _ _ -
0.05
0.05
0.05
114.08
0.00
14.48
13.87
0.05 - - -
0.05
114.17
0.00
14.48
13.86
0.05 - - - -
0.05
114.25
0.00
14.48
13.86
0.05 - -
0.05
114.33
0.00
14.48
13.86
_ _
0.05
0.05
114.42
0.00
14.48
13.85
0.05 - - - -
0.05
114.50
0.00
14.48
13.85
0.05 - - - -
0.05
'
114.58
0.00
14.48
13.85
0.05
0.05
114.67
0.00
14.48
13.84
_ _ =
0.05 _
0.05
114.75
0.00
14.48
13.84
0.05 - - - -
0.05
114.83
114.92
0.00
0.00
14.48
14.48
13.84
13.83
0.05 - _ _ -
0.05
0.05
0.05
115.00
0.00
14.48
13.83
0.05 - - - -
0.05
115.08
0.00
14.48
13.83
0.05 - - - -
0.05
115.17
0.00
14.48
13.82
0.05 - -
0.05
115.25
0.00
14.48
13.82
_ _
0.05
0.05
115.33
0.00
14.48
13.82
0.05 - - - -
0.05
115.42
0.00
14.48
13.81
0.05 - -
0.05
'
115.50
0.00
14.48
13.81
0.05 - -
0.05
115.58
0.00
14.48
13.81
_ _
0.05
0.05
115.67
0.00
14.48
13.80
0.05 - - - -
0.05
115.75
115.83
0.00
0.00
14.48
14.48
13.80
13.80
0.05 - _ _ -
0.05
0.05
0.05
115.92
0.00
14.48
13.79
0.05 - - - -
0.05
116.00
0.00
14.48
13.79
0.04 - - - -
0.04
116.08
0.00
14.48
13.79
0.04 - -
0.04
116.17
0.00
14.48
13.78
_ _
0.04
0.04
116.25
0.00
14.48
13.78
0.04 - - - -
0.04
'
116.33
116.42
0.00
0.00
14.48
14.48
13.78
13.77
0.04 - _ _ -
0.04
0.04
0.04
116.50
0.00
14.48
13.77
0.04 - - - -
0.04
116.58
0.00
14.48
13.77
0.04 - - - -
0.04
116.67
0.00
14.48
13.76
0.04 - -
0.04
116.75
0.00
14.48
13.76
_ _
0.04
0.04
116.83
0.00
14.47
13.76
0.04 - - - -
0.04
116.92
0.00
14.47
13.76
0.04 -
0.04
'117.00
0.00
14.47
13.75
0.04 - -
0.04
117.08
0.00
14.47
13.75
_ _
0.04 -
0.04
117.17
0.00
14.47
13.75
0.04 - - - -
p 04
'117.25
117.33
0.00
0.00
14.47
14.47
13.74
13.74
0.04 - _ _ -
0.04
0.04
0.04
Continues on next page...

F
�I
[J
11
THE KEYS Peg@ 30
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs) (cfs) (cfs) (Cfs) (cfs)
(cfs)
117.42
0.00
14.47
13.74
0.04 - - - -
0.04
117.50
0.00
14.47
13.73
0.04 - - - -
0.04
117.58
0.00
14.47
13.73
0.04 - - - -
0.04
117.67
0.00
14.47
13.73
0.04 - - - -
0.04
117.75
0.00
14.47
13.72
0.04 - - - -
0.04
117.83
0.00
14.47
13.72
0.04 - - - -
0.04
117.92
0.00
14.47
13.72
0.04 - - - -
0.04
118.00
0.00
14.47
13.71
0.04 - - - -
0.04
118.08
0.00
14.47
13.71
0.04 - - - -
0.04
118.17
0.00
14.47
13.71
0.04 - - - -
0.04
118.25
0.00
14.47
13.71
0.04 - - - -
0.04
118.33
0.00
14.47
13.70
0.04 - - - -
0.04
118.42
0.00
14.47
13.70
0.04 - - - -
0.04
118.50
0.00
14.47
13.70
0.04 - - - -
0.04
118.58
0.00
14.47
13.69
0.04 - - - -
0.04
118.67
0.00
14.47
13.69
0.04 - - - -
0.04
118.75
0.00
14.47
13.69
0.04 - - - -
0.04
118.83
0.00
14.47
13.69
0.04 - - - -
0.04
118.92
0.00
14.47
13.68
0.04 - - - -
0.04
119.00
0.00
14.47
13.68
0.04 - - - -
0,04
119.08
0.00
14.47
13.68
0.04 - - - -
0.04
119.17
0.00
14.47
13.67
0.04 - - - -
0.04
119.25
0.00
14.47
13.67
0.04 - - - -
0.04
119.33
0.00
14.47
13.67
0.04 - - - -
0.04
119.42
0.00
14.47
13.66
0.04 - - - -
0.04
119.50
0.00
14.47
13.66
0.04 - - - -
0.04
119.58
0.00
14.47
13.66
0.04 - - - -
0.04
119.67
0.00
14.47
13.66
0.04 - - - -
0.04
119.75
0,00
14.47
13.65
0.04 - - - -
0,04
119.83
0.00
14.47
13.65
0.04 - - - -
0.04
119.92
0.00
14.47
13.65
0.04 - - - -
0.04
120.00
0.00
14.47
13.64
0.04 - - - -
0.04
End

t Reservoir Report
Page 1
Reservoir No. 1
THE KEYS
'
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[A] [B]
[C]
'
Rise (in) =
36.0
3.3
0.0
Crest Len (ft)
- 12.6 0.0
0.0
Span (in) =
36.0
3.3
0.0
Crest El. (ft)
= 16.90 0.00
0.00
No. Barrels =
1
1
0
Weir Coeff.
= 3.00 3.00
3.00
'
Invert El. (ft) =
14.00
14.40
0.00
Eqn. Exp.
= 1.50 1.50
1.50
Length (ft) =
292.0
1.0
0.0
Multistage
= Yes No
No
Slope (%) =
0.40
1.00
0.00
N-Value =
.023
.013
.013
Orif. Coeff. =
0.60
0.60
0.60
'
Mufti -Stage =
-
Yes
No
Tailwater Elevation = 14.00 It
Nob: All outllo h been enelyied under Inlet" eudet mnW,
Stage / Storage / Discharge Table
'
Stage Storage
Elevation
Culy. A Culy. B
Culy. C Weir A
Weir B Weir C
Discharge
(ft) (cuft)
(ft)
(cfs)
(cfs)
(cfs) (cfs)
(cfs) (cfs)
(cfs)
0.0 00
14.00
0.00
0.00
- 0.00
- -
0.00
0.0 01
14.04
3.94
0.00
0.00
0.00
0.1 02
14.08
5.58
0.00
- 0.00
- -
0.00
0.1 03
0.2 04
14.1.8
14.16
7.89
0.00
0.00
- 0.00
0.00
- -
0.00
0.00
0.2 06
14.19
8.82
0.00
0.00
0.00
0.2 07
14.23
9.66
0.00
- 0.00
- -
0.00
0.3 08
14.27
10.43
0.00
0,00
- -
0.00
0.3 09
14.31
11.16
0.00
_ 0.00
0.00
0.4 10
14.35
11.83
0.00
- 0.00
- -
0.00
0.4 11
14.39
12.47
0.00
- 0.00
- -
0.00
'
0.4 40
14.39
12.49
0.00
- 0.00
-
0.00
0.4 68
14.39
12.50
0.00
0.00
_
0.00
0.4 97
14.39
12.52
0.00
- 0.00
- -
0.00
'
0.4 125
0.4 154
14.39
14.40
12.54
12.55
0.00
0.00
_ 0.00
0.00
- -
0.00
0.00
0.4 183
14.40
12.57
0.00
- 0.00
- -
0.00
0.4 211
14.40
12.58
0.00
- 0.00
- -
0.00
0.4 240
14.40
12.60
0.00
0.00
0.00
0.4 268
14.40
12.62
0.00
_
0.00
_ _
0.00
0.4 297
14.40
12.63
0.00
- 0.00
- -
0.00
'
0.5 3,857
0.5 7,418
14.46
14.52
13.55
14.40
0.04
0.07
- 0.00
0.00
- -
0.04
0.07
0.6 10,978
14.58
15.21
0.08
0.00
- -
0.08
'
Continues on next page...

THE KEYS
paM 2
Stage / Storage
/ Discharge Table
'
Stage
Storage
Elevation
Culy. A
Culy. B
Culy. C Weir A Weir B Weir C
Discharge
(ft)
(cuft)
(ft)
(cfs)
(cfs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
0.6
14,538
14.64
15.98
0.10
- 0.00
0.10
'
0.7
18,099
14.70
16.71
0.11
_ _
0.00
0.11
0.8
21,659
14.76
17.41
0.13
- 0.00 - -
0.13
0.8
25,219
14.82
18.08
0.14
- 0.00 - -
0.14
'
0.9
28,779
14.88
18.73
0.16
0.00 -
0.16
0.9
32,340
14.94
19.36
0.18
_ _
0.00
0.18
1.0
35,900
15.00
19.97
0.19
- 0.00 - -
0.19
'
1.1
1.2
42,396
48,892
15.10
15.20
20.95
21.58
0.21
0.23
- 0.00 _ -
0.00
0.21
0.23
1.3
55,388
15.30
27.44
0.24
0.00. - -
0.24
1.4
61,884
15.40
28:48
0.26
- 0.00 - -
0.26
1.5
68,381
15.50
29.48
0.27
- 0.00 -
0.27
1.6
74,877
15.60
30.44
0.29
_
0.00
0.29
1.7
81,373
15.70
31.38
0.30
- 0.00 - -
0.30
1.8
87,869
15.80
32.29
0.31
- 0.00 - -
0.31
'
1.9
94,365
15.90
33.17
0.32
- 0.00
0.32
2.0
100,861
16.00
34.04
0.34
_ =
0.00
0.34
2.1
1013,093
16.10
34.88
0.35
- 0.00 - -
0.35
2.2
2.3
115,325
122,558
16.20
16.30
35.70
36.50
0.36
0.37
_ 0.00 _ -
0.00
0.36
0.37
2.4
129,790
16.40
37.28
0.38
- 0.00 - -
0.38
2.5
137,022
16.50
38.05
0.39
- 0.00 - -
0.39
2.6
144,254
16.60
38.81
0.40
- 0.00
0.40
'
2.7
151,486
16.70
39.55
0.41
_ _
0.00
0.41
2.8
158,719
16.80
40.27
0.42
- 0.00 - -
0.42
2.9
165,951
16.90
40.98
0.43
- 0.00 - -
0.43
'
3.0
173,183
17.00
41.68
0.44
1.19
1.63
3.1
181,287
17.10
43.05
0.44
3.37
3.82
3.2
189,390
17.20
44.37
0.45
- 6.20 - -
6.65
3.3
197,494
17.30
45.66
0.46
- 9.54
10.00
'
3.4
205,597
17.40
46.91
0.47
_ _
13.33
13.80
3.5
213,701
17.50
48.13
0.48
- 17.53 - -
18.00
3.6
221,805
17.60
49.32
0.46
- 22.09 - -
22.55
3.7
229,908
17.70
50.48
0.44
- 26.98 - -
27.42
3.8
238,012
17.80
51.61
0.44
32.20
32.64
3.9
246,115
17.90
52.72
0.40
- 37.71 - -
38.11
'
4.0
254,219
18.00
53.81
0.34
- 43.51 - -
43.84

ate. SU1Eo�
M
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
July 3, 1997
Mr. Dan Dawson
Dawson Engineering
3177 Wrightsville Avenue
Wilmington, NC 28403
Subject: ADDITIONAL INFORMATION
Kure Dunes Phase IV
Stormwater Project No. Sw8 961234
New Hanover County
Dear Mr. Dawson:
In order to judge the effect of the runoff from the Kure Dunes pond on the downstream Keys pond,
please provide calculations and a written summation of the functioning of the Keys pond in response to the
1" storm. The calculations submitted have a lot of hydrographs included, but no explanation of their
derivation, assumptions, conclusions, etc.
Please provide this information by August 3, 1997. If you have any questions, please do not hesitate
to call me at [phone].
Sincerely,
Linda Lewis
Environmental Engineer
RSS/arl: S:\WQS\STORMWAT\ADDINFO\961234.JUL
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

� STATE o�
e ram,
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
May 16, 1997
Mr. Dan Dawson, P.E.
Dawson Engineering
3177 Wrightsville Avenue
Wilmington, NC 28403
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 961234
Kure Dunes Phase IV
New Hanover County
Dear Mr. Dawson:
The Wilmington Regional Office received a Stormwater Management Permit Application for Kure Dunes Phase
IV on May 6, 1997. A preliminary review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
The State does not currently have design guidelines for ponds in series. Either the Phase IV pond must
bypass the Keys' pond, or the Keys' pond must be enlarged in both surface area and volume to meet
current design criteria. The Key's is not obligated to take the Phase IV runoff unless an agreement exists
between the two owners.
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 June 16, 1997, or the application will be returned as incomplete.
The return of a project will necessitate resubmittal of all required items, including the application fee. If you 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\961234.MAY
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affrraative Action Employer
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. Division of Water Quality Jonathan B. Howes
Governor Water Quality Section Secretary
May 16, 1997
Mr. Dan Dawson, P.E.
Dawson Engineering
3177 Wrightsville Avenue
Wilmington, NC 28403
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 961234
Kure Dunes Phase IV
New Hanover County
Dear Mr. Dawson:
The Wilmington Regional Office received a Stormwater Management Permit Application for Kure Dunes Phase
IV on May 6, 1997. A preliminary review of that information has determined that the application is not complete. The
following information is needed to continue the stormwater review:
The State does not currently have design guidelines for ponds in series. Either the Phase IV pond must
bypass the Keys' pond, or the Keys' pond must be enlarged in both surface area and volume to meet
current design criteria. The Key's is not obligated to take the Phase IV runoff unless an agreement exists
between the two owners.
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 June 16, 1997, or the application will be returned as incomplete.
The return of a project will necessitate resubmittal of all required items, including the application fee. If you 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\961234.MAY
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affrraative Action Employer

Engines: ng
Land Planning
Surveying
May 5, 1997
Ms. Linda Lewis
N.C. Department of Environment,
Health, and Natural Resources
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Stormwater Control Permit for
Kure Dunes, Phase IV
New Hanover County
Project No. 9611
Dear Ms. Lewis:
DAWSON ENGINEERING
3177 Wrightsville Avenue
Wilmington, NC 28403
[phone]
RECEIVED
MAY 0 6 1997
BY:'SWSC((u123+
As a follow-up to the letter I sent to you on February 24, 1997, I am providing you with the following additional
information:
Referring to item No. 2 of your January 16, 1997 letter, the Kure Beach Associates currently do not know how
they will develop Kure Dunes Phase IV. Kure Beach Associates request NCDWQ approval of the requested
permit for the site assuming that the site is 44.0% impervious. If the plans are changed after obtaining the permit,
a modification will be submitted. Upon approval, Kure Beach Associates would like to construct only the pond
and the piped system from the pond outlet to the drop inlet at the intersection of Anchor Way and Sloop Pointe
Lane as shown on sheet C-6.
Referring to item No. 3, the proposed contours, road high and low point elevations are noted on the plans.
Referring to item No. 4, a note has been placed on the plans stating that no wetlands exist on site.
Referring to item No. 5, calculations are being provided for the Phase IV pond as well as the total area draining
into the Keys pond. Calculations for the recharge trench are also being provided. See Attachment No. 1 at
the end of the calculations.
Referring to item No. 6, a dimensioned, typical unit footprint with a driveway is shown on sheet C-I of the plans.
Referring to item No. 7, a note has been placed on the plans stating that all roof drains must be directed into the
street or directed such that the runoff is directed to the pond or recharge trench.
Referring to item No. 8, two sets of revised plans, C-1 thru C-7, and calculations are being provided.
• C-1 "Drainage Plan" dated 10/9/97 revised 4/28/97
• C-2
"Kure Dunes Lane Plan/Profile", dated 4/28/97
• C-3
"Anchor Way Plan/Profile", dated 4/28/97
• C-4
"SandMan Drive Plan/Profile", dated 4/28/97
• C-5
"Miscellaneous Details", dated 4/28/97

• C-6 "Construction Option", dated 4/28/97
• C-7 "Overall Layout of Kure Dunes", dated 4/28/97
Referring to item No. 9, an overall plan of the Kure Dunes development is provided.
Referring to item No. 10, the 90% TSS chart was used to determine the required surface area of the pond.
Referring to item No. 11, the 1.5-inch runoff volume for the detention pond has been changed to a 1-inch runoff
volume.
In addition, calculations are provided for the recharge trench located at station 8+10 on Kure Dune Lane. Soils
information previously submitted for the Phase II Kure Dunes Project was used. This information is attached to
the calculations. The closest soil boring was "P", which had a ground elevation of 23.4 and an apparent high
seasonal ground water elevation of 18.6. The location of where the recharge trench is up slope of the boring. The
ground elevation of the recharge trench is approximately elevation 27. Groundwater will be significantly lower
than the bottom of the recharge trench elevation of 21.50.
A revised permit is also provided which reflects changes which were made when the roads were designed.
Thank you for your consideration of this request. If you need additional information please call.
Very truly yours,
DAWSON ENGINEERING
Mark N. Hargrove, P.E.
cc: Joe Heame w/ enclosures

STORMWATER CALCULATIONS FOR
KURE DUNES PHASE IV
KURE BEACH, NC
D E C E I V E
MAY 0 61997 D
E M ��11
PROJ k
PREPARED BY
BY
DAWSON ENGINEERING
3177 WRIGHTSVILLE AVENUE
WILMINGTON, N.C. 28403
[phone]
APRIL 28, 1997
btu
�y4-...FHG NGQ; •JQZ
'{//C ..•' *Cj

DAWSON ENGINEERING
Engineering 3177 Wrightsville Avenue
Land Planning Wilmington, NC 28403
Surveying [phone]
TOTAL AREA DRAINING TO POND:
= 344,133 SF
= 7.90 ACRES (SEE SHEET DP-1, DRAINAGE PLAN)
TOTAL PROPOSED IMPERVIOUS SURFACE
AREA DRAINING TO POND:
ROADS
= 39,099 SF ✓
4� 38 TOWNHOUSE UNITS
= 67,032 SF
1 QUADRAPLEX UNIT
= 6,048 SF✓
41 L QUNOI; 42 DRIVEWAYS
= 25,200 SF
RECREATION AREA
= 7,848 SF ✓
2-2/3 LOTS 0, 4.534 SF/LOT FROM PHASE III
= 12.091 SF
= 151,272 SF = 3.47 ACRES (SEE DP-1)
REQUIRED STORAGE FOR 1-INCH OF RUNOFF FOR POND: (use Schueler Method)
= 0.05 + 0.009 (I)
= 0.05 + 0.009(44.0) = 0.446
= (1")(0.446)(1/12)(7.90)(43,560)
= 12,790 CF (13,456 CF PROVIDED - SEE NEXT PAGE)
REQUIRED STORAGE FOR FOREBAY: 20% OF FIRST 1-INCH RUNOFF
= (0.2)(12,790)
= 2,558 CF (2,717 CF PROVIDED - SEE NEXT PAGE)
PERCENT IMPERVIOUS DRAINAGE AREA FOR POND:
= 151,272 SF / 344,130 SF
= 44.0 %
POND DEPTH SA/DA %
(FI)
4.5 3.42
POND SURFACE AREA (MIN.)
(SF)
IF POND DEPTH = 4.5 FT, MINIMUM SURFACE AREA = 11,769 SF
USED 90% TSS CHART TO SIZE POND
11,769
AREA @ ELEVATION 17.75 = 12,970 SF > 11,769 SF (SEE SHEET DP-1)
PROJECT: KURE DUNES, PHASE IV SUBJECT: POND CALCULATIONS JOB NO.: 9611
PREPARED BY: DATE: CHECKED BY: DATE: PAGE NO OF

Engineering
Land Planning
Surveying
DAWSON ENGINEERING
3177 Wrightsville Avenue
Wilmington, NC 28403
[phone]
STAGE - AREA - STORAGE FOR 1-INCH RUNOFF (SEE SHEET C-1)
ELEV.
AREA
STORAGE
TOT. STORAGE
(F7)
(SF)
(CF)
(CF)
NORMAL
17.75
12970
0
POOL
3351
18.00
13840
3351
10105
1"RUNOFF
18.70
15030
13456
STAGE - AREA - STORAGE FOR FOREBAY (SEE SHEET C-1)
ELEV.
AREA
STORAGE
TOT. STORAGE
(F7)
(SF)
(CF)
(CF)
FOREBAYINV
15.00
519
0
294
15.50
657
294
367
16.00
809
661
446
16.50
975
1107
523
17.00
1116
1630
669
17.50
1559
2299
418
BERM ELEV
17.75
1782
2717
PROJECT: KURE DUNES, PHASE IV SUBJECT: POND CALCULATIONS JOB NO.: 9611
PREPARED BY: DATE: CHECKED BY: DATE: PAGE NO OF

DAWSON ENGINEERING
Engineering
Land Planning
Surveying
3177 Wrightsville Avenue
Wilmington, NC 28403
(910) 7624200
POND RELEASE TIME FOR CONTROL PIPE:
ELEV.
EFF. STORAGE
VOL. RELEASED
OUTFLOW RATE
RELEASE TIME
(F7)
(CF)
(CF)
(CFS)
(HOURS)
18.70
15,030
4,332
0.102
11.8
18.50
10,698
3,673
0.091
11.2
18.25
7,025
3,674
0.074
13.7
18.00
3,351
3,351
0.053
17.7
17.75
-
TOTAL HOURS
54.4
DAYS
2.3
CONTROL PIPE:
2
INCH
USED ORIFICE EQUATION TO DETERMINE OUTFLOW RATE
Q = Cd'A`(2gh)A1/2
PROJECT: KURE DUNES, PHASE IV SUBJECT: POND CALCULATIONS JOB NO.: 9611
PREPARED BY: DATE: CHECKED BY: DATE: PAGE NO OF

Engineering
Land Planning
Surveying
RECHARGE TRENCH
STA ± 8+10, KURE DUNES LANE
DRAINAGE AREA = 36,833 SF = 0.846 AC
IMPERVIOUS AREA = 17,746 SF = 0.407 AC
% IMP = (17,746/36,833) = 48.2%
DAWSON ENGINEERING
3177 Wrightsville Avenue
Wilmington, NC 28403
[phone]
REQUIRED STORAGE FOR 1-INCH OF RUNOFF FOR DRAINAGE AREA: (use Schueler
Method)
= 0.05 + 0.009 (I)
= 0.05 + 0.009(48.2) = 0.484
= (1")(0.484)(1/12)(.846)(43,560)
= 1,486 CF
USE 2.75'x 10.0' RECHARGE TRENCH W/ 2 - 12" PERFORATED PIPES
STORAGE VOLUME PER FOOT = PI(DA2)/4 = (PI)(l)/4 = 0.79 SF x 2 = 1.58 SF
5
STONE VOLUME = (2.75 x 10.0)- 1.58 = 25.92 SF
STORAGE = (25.92 SF x 0.4(VOIDS)) + 1.58 SF = 11.95 CF/FT ✓
L = STORAGE/(I 1.95 CF/FT)
L = 1,486 CF/11.95 CF/FT = 124 LF NEEDED --( SEE PLANS SHEET C-2)
NOTE: 125 LF OF TWIN 12" PERFORATED PIPES IN A 10' WIDE TRENCH IS PROVIDED
CHECK INFILTRATION RATE:
INFILTRATE WITHIN 5 DAYS
1,486/(5 DAYS)(24 HRS) = 12.38 CF/HR OR 93 GAUHR
FROM SOILS REPORT, MINIMUM INFILTRATION RATE WAS 5.5 GAUHR. USE FACTOR OF SAFETY OF 2 =
2.75 GAL/HR/SF AS SYSTEM RATE
AVAILABLE RATE = 10' x 125' x 2.75 GAUHR/SF = 3,438 GAUHR
THEREFORE, SYSTEM RATE EXCEEDS REQUIRED EXFLLTRATION
PROJECT: KURE DUNES, PHASE IV SUBJECT: POND CALCULATIONS JOB NO.: 9611
PREPARED BY: DATE: CHECKED BY: DATE: PAGE NO OF

Legend
Runoff
Combined
Chahnel Reach
Pond Route
Proj. file: TOTAL.GPW OF file: WILM.IDF 7 hydrographs 04-23-1997

Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(acft)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
23.8
5
755
3.79
10
—
THE KEYS
2
SCS Runoff
11.5
5
755
1.84
10
—
PHASE 4- KURE
3
Reservoir
1.5
5
925
0.95
10
2
18.85
54551
KURE DUNES
4
Combine
23.8
5
755
4.74
10
1+3
COMBINED
5
SCS Runoff
13.5
5
760
2.41
10
—
—
KB VILLAGE
6
Combine
37.1
5
755
7.15
10
4+5
—
COMBINED& KBV
7
Reservoir
10.3
5
815
4.55
10
6
P
16.16
134808
THE KEYS
Proj. file: TOTAL.GPW
OF file: WILM.IDF
Run date: 04-23-1997

Hydrograph Report
Hyd. No. 1
THE KEYS
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs
= 15.66 ac
_ .4
= LAG
= 7.00 in
= 24 hrs
Hydrograph Discharge Table
Peak discharge
Time interval
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
Page 1
= 23.79 cfs
= 5 min
= 63
= 500 ft
= 46.3 min
= Type III
= 484
Total Volume = 164,901 cult, 3.786 acft
Time -- Outflow
Time -- Outflow
Time -- Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
10.83
0.51
13.50
6.42
-16.17
2.39
18.83
1.26
10.92
0.59
13.58
5.86
16.25
2.32
18.92
1.25
11.00
0.67
13.67
5.48
16.33
2.26
19.00
1.24
11.08
0.77
13.75
5.21
16.42
2.20
19.08
1.23
11.17
0.87
13.83
4.99
16.50
2.14
19.17
1.22
11.25
0.98
13.92
4.80
16.58
2.09
19.25
1.21
11.33
1.11
14.00
4.63
16.67
2.04
19.33
1.20
11.42
1.26
14.08
4.48
16.75
2.00
19.42
1.19
11.50
1.44
14.17
4.34
16.83
1.96
19.50
1.18
11.58
1.66
14.25
4.21
16.92
1.92
19.58
1.17
11.67
1.99
14.33
4.09
17.00
1.88
19.67
1.16
11.75
2.47
14.42
3.97
17.08
1.85
19.75
1.15
11.83
3.18
14.50
3.87
17.17
1.82
19.83
1.14
11.92
4.23
14.58
3.76
17.25
1.79
19.92
1.13
12.00
6.13
14.67
3.67
17.33
1.76
20.00
1.12
12.08
8.96
14.75
3.58
17.42
1.72
20.08
1.11
12.17
12.16
14.83
3.50
17.50
1.69
20.17
1.10
12.25
15.53
14.92
3.43
17.58
1.66
20.25
1.09
12.33
18.84
15.00
3.35
17.67
1.63
20.33
1.08
12.42
21.84
15.08
3.28
17.75
1.60
20.42
1.07
12.50
23.58
15.17
3.22
17.83
1.57
20.50
1.06
12.58
23.79 <<
15.25
3.15
17.92
1.53
20.58
1.05
12.67
23.24
15.33
3.08
18.00
1.50
20.67
1.04
12.75
22.06
15.42
3.01
18.08
1.47
20.75
1.03
12.83
20.39
15.50
2.95
18.17
1.44
20.83
1.02
12.92
18.38
15.58
2.88
18.25
1.41
20.92
1.02
13.00
16.21
15.67
2.81
18.33
1.38
21.00
1.01
13.08
14.03
15.75
2.74
18.42
1.35
21.08
1.00
13.17
11.87
15.83
2.67
18.50
1.33
21.17
0.99
13.25
9.84
15.92
2.60
18.58
1.31
21.25
0.98
13.33
8.25
16.00
2.53
18.67
1.29
21.33
0.97
13.42
7.20
16.08
2.46
18.75
1.27
21.42
0.96
Continues on next page...

THE KEYS
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
21.50 0.95
21.58 0.94
21.67 0.93
21.75 0.92
21.83 0.91
21.92 0.90
22.00 0.89
22.08 0.89
22.17 0.90
22.25 0.91
22.33 0.92
22.42 0.94
22.50 0.95
22.58 0.94
22.67 0.93
22.75 0.92
22.83 0.90
22.92 0.89
23.00 0.88
23.08 0.86
23.17 0.85
23.25 0.83
23.33 0.81
23.42 0.81
23.50 0.80
23.58 0.79
23.67 0.78
23.75 0.78
23.83 0.77
23.92 0.76
24.00 0.75
24.08 0.73
24.17 0.70
24.25 0.64
24.33 0.58
24.42 0.50
...End
Page 2

Hydrograph Report
Hyd. No. 2
PHASE 4 - KURE DUNES
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs
= 7.9 ac
1 %
= LAG
= 7.00 in
= 24 hrs
Hydrograph Discharge Table
Peak discharge
Time interval
Curve number
Hydraulic length
Time of conc. (Tc)
Distribution
Shape factor
Page 1
= 11.54 cfs
= 5 min
= 62
= 775 ft
= 42.7 min
= Type III
= 484
Total Volume = 80,325 cult, 1.844 acft
Time -- Outflow
Time -- Outflow
Time -- Outflow
Time -- Outflow
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
(hrs
cfs)
11.42
0.56
14.08
2.21
-16.75
0.99
19.42
0.59
11.50
0.64
14.17
2.14
16.83
0.97
19.50
0.58
11.58
0.75
14.25
2.08
16.92
0.95
19.58
0.58
11.67
0.90
14.33
2.02
17.00
0.93
19.67
0.57
11.75
1.13
14.42
1.96
17.08
0.92
19.75
0.57
11.83
1.47
14.50
1.91
17.17
0.90
19.83
0.56
11.92
1.98
14.58
1.86
17.25
0.88
19.92
0.56
12.00
2.89
14.67
1.81
17.33
0.87
20.00
0.55
12.08
4.26
14.75
1.77
17.42
0.85
20.08
0.55
12.17
5.82
14.83
1.73
17.50
0.84
20.17
0.55
12.25
7.46
14.92
1.69
17.58
0.82
20.25
0.54
12.33
9.08
15.00
1.66
17.67
0.81
20.33
0.54
12.42
10.55
15.08
1.62
17.75
0.79
20.42
0.53
12.50
11.42
15.17
1.59
17.83
0.77
20.50
0.53
12.58
11.54 <<
15.25
1.55
17.92
0.76
20.58
0.52
12.67
11.29
15.33
1.52
18.00
0.74
20.67
0.52
12.75
10.73
15.42
1.49
18.08
0.73
20.75
0.51
12.83
9.93
15.50
1.45
18.17
0.71
20.83
0.51
12.92
8.96
15.58
1.42
18.25
0.70
20.92
0.50
13.00
7.92
15.67
1.39
18.33
0.68
13.08
6.86
15.75
1.35
18.42
0.67
13.17
5.82
15.83
1.32
18.50
0.66
...End
13.25
4.83
15.92
1.28
18.58
0.65
13.33
4.05
16.00
1.25
18.67
0.64
13.42
3.54
16.08
1.21
18.75
0.63
13.50
3.16
16.17
1.18
18.83
0.62
13.58
2.89
16.25
1.15
18.92
0.62
13.67 .
2.70
16.33
1.12
19.00
0.61
13.75
2.56
16.42
1.09
19.08
0.61
13.83
2.46
16.50
1.06
19.17
0.60
13.92
2.37
16.58
1.03
19.25
0.60
14.00
2.28
16.67
1.01
19.33
0.59

Hydrograph Report
Hyd. No. 3
KURE DUNES
Hydrograph type = Reservoir
Storm frequency = 10 yrs
Inflow hyd. No. = 2
Max. Elevation = 18.85 ft
Peak discharge
Time interval
Reservoir name
Max. Storage
Page 1
= 1.50 cfs
= 5 min
= PHASE 4 - KURE
= 54,551 cuft
smrage mamacroo memos us . Total Volume = 41,441 cuft, 0.951 acft
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B
Culy. C Weir A WeirEl Weir C
Outflow
(hrs)
(cfs)
(ft)
Ids)
(cfs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
14.58
1.86
18.75
3.76
0.10
- 0.42 - -
0.52
14.67
1.81
18.78
3.77
0.10
- 0.61 - -
0.71
14.75
1.77
18.80
3.79
0.10
- 0.76 - -
0.87
14.83
1.73
18.82
3.80
0.10
- 0.98 - -
1.09
14.92
1.69
18.83
3.81
0.10
- 1.14 - -
1.24
15.00
1.66
18.83
3.81
0.11
- 1.24 - -
1.35
15.08
1.62
18.84
3.82
0.11
- 1.32 - -
1.42
15.17
1.59
18.84
3.82
0.11
- 1.36 - -
1.47
15.25
1.55
18.85
3.82
0.11
- 1.39 - -
1.49
15.33
1.52
18.85
3.82
0.11
- 1.40 - -
1.50
15.42
1.49
18.85 <<
3.82
0.11
- 1.40 - -
1.50 <<
15.50
1.45
18.85
3.82
0.11
- 1.39 - -
1.50
15.58
1.42
18.84
3.82
0.11
- 1.38 - -
1.48
15.67
1.39
18.84
3.82
0.11
- 1.36 - -
1.46
15.75
1.35
18.84
3.82
0.11
- 1.33 - -
1.44
15.83
1.32
18.84
3.82
0.11
- 1.31 - -
1.41
15.92
1.28
18.84
3.81
0.11
- 1.28 - -
1.39
16.00
1.25
18.84
3.81
0.11
- 1.25 - -
1.36
16.08
1.21
18.83
3.81
0.10
- 1.22 - -
1.33
16.17
1.18
18.83
3.81
0.10
- 1.19 - -
1.29
16.25
1.15
18.83
3.81
0.10
- 1.16 - -
1.26
16.33
1.12
18.83
3.81
0.10
- 1.12 - -
1.23
16.42
1.09
18.82
3.80
0.10
- 1.09 - -
1.20
16.50
1.06
18.82
3.80
0.10
- 1.06 - -
1.17
16.58
1.03
18.82
3.80
0.10
- 1.03 - -
1.14
16.67
1.01
18.82
3.80
0.10
- 1.00 - -
1.11
16.75
0.99
18.82
3.80
0.10
- 0.98 - -
1.08
16.83
0.97
18.81
3.80
0.10
- 0.95 - -
1.05
16.92
0.95
18.81
3.80
0.10
- 0.93 - -
1.03
17.00
0.93
18.81
3.79
0.10
- 0.90 - -
1.01
17.08
0.92
18.81
3.79
0.10
- 0.88 - -
0.99
17.17
0.90
18.81
3.79
0.10
- 0.86 - -
0.97
17.25
0.88
18.81
3.79
0.10
- 0.84 - -
0.95
17.33
0.87
18.80
3.79
0.10
- 0.83 - -
0.93
17.42
0.85
18.80
3.79
0.10
- 0.81 - -
0.91
17.50
0.84
18.80
3.79
0.10
- 0.79 - -
0.90
Continues on next page...

KURE DUNES
Hydrograph Discharge Table
Page 2
Time
Inflow
Elevation
Culy. A
Culy. B
Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(Cfs)
(ft)
(Cfs)
(Cfs)
(Cfs) (Cfs) (Cfs) (Cfs)
(Cfs)
17.58
0.82
18.80
3.79
0.10
- 0.78 - -
0.88
17.67
0.81
18.80
3.79
0.10
- 0.76 - -
0.86
17.75
0.79
18.80
3.79
0.10
- 0.75 - -
0.85
17.83
0.77
18.80
3.79
0.10
- 0.74 - -
0.84
17.92
0.76
18.80
3.78
0.10
- 0.73 - -
0.83
18.00
0.74
18.79
3.78
0.10
- 0.72 - -
0.82
18.08
0.73
18.79
3.78
0.10
- 0.71 - -
0.81
18.17
0.71
18.79
3.78
0.10
- 0.69 - -
0,80
18.25
0.70
18.79
3.78
0.10
- 0.68 - -
0.78
18.33
0.68
18.79
3.78
0.10
- 0.67 - -
0.77
18.42
0.67
18.79
3.78
0.10
- 0.65 - -
0.76
18.50
0.66
18.78
3.78
0.10
- 0.64 - -
0.74
18.58
0.65
18.78
3.78
0.10
- 0.63 - -
0.73
18.67
0.64
18.78
3.77
0.10
- 0.61 - -
0.72
18.75
0.63
18.78
3.77
0.10
- 0.60 - -
0.71
18.83
0.62
18.78
3.77
0.10
- 0.59 - -
0.69
18.92
0.62
18.78
3.77
0.10
- 0.58 - -
0.68
19.00
0.61
18.78
3.77
0.10
- 0.57 - -
0.67
19.08
0.61
18.77
3.77
0.10
- 0.56 - -
0.66
19.17
0.60
18.77
3.77
0.10
- 0.55 - -
0.66
19.25
0.60
18.77
3.77
0.10
- 0.55 - -
0.65
19.33
0.59
18.77
3.77
0.10
- 0.54 - -
0.64
19.42
0.59
18.77
3.77
0.10
- 0.53 - -
0.63
19.50
0.58
18.77
3.77
0.10
- 0.52 - -
0.63
19.58
0.58
18.77
3.76
0.10
- 0.52 - -
0.62
19.67
0.57
18.77
3.76
0.10
- 0.51 - -
0.61
19.75
0.57
18.77
3.76
0.10
- 0.51 - -
0.61
19.83
0.56
18.77
3.76
0.10
- 0.50 - -
0.60
19.92
0.56
18.77
3.76
0.10
- 0.49 - -
0.60
20.00
0.55
18.76
3.76
0.10
- 0.49 - -
0.59
20.08
0.55
18.76
3.76
0.10
- 0.48 - -
0.58
20.17
0.55
18.76
3.76
0.10
- 0.48 - -
0.58
20.25
0.54
18.76
3.76
0.10
- 0.47 - -
0.57
20.33
0.54
18.76
3.76
0.10
- 0.47 - -
0.57
20.42
0.53
18.76
3.76
0.10
- 0.46 - -
0.56
20.50
0.53
18.76
3.76
0.10
- 0.46 - -
0.56
20.58
0.52
18.76
3.76
0.10
- 0.45 - -
0.55
20.67
0.52
18.76
3.76
0.10
- 0.45 - -
0.55
20.75
0.51
18.76
3.76
0.10
- 0.44 - -
0.54
20.83
0.51
18.76
3.76
0.10
- 0.44 - -
0.54
20.92
0.50
18.76
3.76
0.10
- 0.43 - -
0.53
21.00
0.50
18.76
3.76
0.10
- 0.43 - -
0.53
21.08
0.49
18.76
3.76
0.10
- 0.42 - -
0.52
21.17
0.49
18.76
3.76
0.10
- 0.42 - -
0.52
21.25
0.48
18.75
3.76
0.10
- 0.41 - -
0.51
21.33
0.48
18.75
3.75
0.10
- 0.41 - -
0.51
21.42
0.47
18.75
3.75
0.10
- 0.40 - -
0.50
.End

Reservoir Report
Reservoir No. 2
PHASE 4 - KURE DUNES
Culvert / Orifice Structures
Weir Structures
Page 1
[A]
[B]
[C]
[A]
[B]
[C]
Rise (in)
= 15.0
2.0
0.0
Crest Len (ft)
= 8.0
10.0
0.0
Span (in)
= 15.0
2.0
0.0
Crest El. (ft)
= 18.70
21.50
0.00
No. Barrels
= 1
1
0
Weir Coeff.
= 3.00
3.00
3.00
Invert El. (ft)
= 16.22
17.75
0.00
Eqn. Exp.
= 1.50
1.50
1.50
Length (ft)
= 725.0
1.0
0.0
Multistage
= Yes
Yes
No
Slope (%)
= 0.30
1.00
0.00
N-Value
= • .013
.013
.013
Crif. Coeff.
= 0.60
0.60
0.60
Multistage
= -
Yes
No
Tailwater Elevation = 16.11
ft
Note: All outflows have Caen enalWed under inlet and outlet wntrol. -
Stage / Storage / Discharge Table
Stage
Storage
Elevation
Culy. A
Culy. B
Culy. C Weir A
Weir B Weir C
Discharge
(ft)
(cuft)
(ft)
(cfs)
(cfs)
(cfs) (cfs)
(cfs) (cfs)
(cfs)
0.0
00
13.25
0.00
0.00
- 0.00
0.00 -
0.00
0.1
444
13.32
0.00
0.00
- 0.00
0.00 -
0.00
0.2
887
13.40
0.00
0.00
- 0.00
0.00 -
0.00
0.2
1,331
13.48
0.00
0.00
- 0.00
0.00 -
0.00
0.3
1,775
13.55
0.00
0.00
- 0.00
0.00 -
0.00
0.4
2,219
13.63
0.00
0.00
- 0.00
0.00 -
0.00
0.4
2,662
13.70
0.00
0.00
- 0.00
0.00 -
0.00
0.5
3.106
13.77
0.00
0.00
- 0.00
0.00 -
0.00
0.6
3,550
13.85
0.00
0.00
- 0.00
0.00 -
0.00
0.7
3,993
13.93
0.00
0.00
- 0.00
0.00 -
0.00
0.8
4,437
14.00
0.00
0.00
- 0.00
0.00 -
0.00
0.9
5,137
14.10
0.00
0.00
- 0.00
0.00 -
0.00
0.9
5,837
14.20
0.00
0.00
- 0.00
0.00 -
0.00
1.0
6,537
14.30
0.00
0.00
- 0.00
0.00 -
0.00
1.1
7,237
14.40
0.00
0.00
- 0.00
0.00 -
0.00
1.3
7,937
14.50
0.00
0.00
- 0.00
0.00 -
0.00
1.4
8,636
14.60
0.00
0.00
- 0.00
0.00 -
0.00
1.5
9,336
14.70
0.00
0.00
- 0.00
0.00 -
0.00
1.5
10,036
14.80
0.00
0.00
- 0.00
0.00 -
0.00
1.6
10,736
14.90
0.00
0.00
- 0.00
0.00 -
0.00
1.8
11,436
15.00
0.00
0.00
- 0.00
0.00 -
0.00
1.9
12,269
15.10
0.00
0.00
- 0.00
0.00 -
0.00
2.0
13,103
15.20
0.00
0.00
- 0.00
0.00 -
0.00
2.0
13,936
15.30
0.00
0.00
- 0.00
0.00 -
0.00
Continues on next page...

PHASE 4- KURE DUNES
Stage / Storage / Discharge Table
Page 2
Stage
Storage
Elevation
Culy. A
Culy. B
Culy. C Weir A
Weir B Weir C
Discharge
(ft)
(cuft)
(ft)
(cfs)
(cfs)
(cfs) (cfs)
(cfs) (cfs)
(cfs)
2.2
14,769
15.40
0.00
0.00
- 0.00
0.00 -
0.00
2.3
15,603
15.50
0.00
0.00
- 0.00
0.00 -
0.00
2.3
16,436
15.60
0.00
0.00
- 0.00
0.00 -
0.00
2.5
17,269
15.70
0.00
0.00
- 0.00
0.00 -
0.00
2.5
18,102
15.80
0.00
0.00
- 0.00
0.00 -
0.00
2.6
18,936
15.90
0.00
0.00
- 0.00
0.00 -
0.00
2.8
19,769
16.00
0.00
0.00
- 0.00
0.00 -
0.00
2.8
20,747
16.10
0.00
0.00
- 0.00
0.00 -
0.00
3.0
21,724
16.20
0.00
0.00
- 0.00
0.00 -
0.00
3.0
22,702
16.30
1.01
0.00
- 0.00
0.00 -
0.00
3.2
23,679
16.40
1.24
0.00
- 0.00
0.00 -
0.00
3.3
24,657
16.50
1.44
0.00
- 0.00
0.00 -
0.00
3.3
25,634
16.60
1.62
0.00
- 0.00
0.00 -
0.00
3.4
26,612
16.70
1.77
0.00
- 0.00
0.00 -
0.00
3.5
27,589
16.80
1.92
0.00
- 0.00
0.00 -
0.00
3.6
28,567
16.90
2.05
0.00
- 0.00
0.00 -
0.00
3.8
29,544
17.00
2.18
0.00
- 0.00
0.00 -
0.00
3.8
30,131
17.05
2.24
0.00
- 0.00
0.00 -
0.00
3.8
30,719
17.10
2.30
0.00
- 0.00
0.00 -
0.00
3.9
31,306
17.15
2.35
0.00
- 0.00
0.00 -
0.00
4.0
31,893
17.20
2.41
0.00
- 0.00
0.00 -
0.00
4.0
32,481
17.25
2.47
0.00
- 0.00
0.00 -
0.00
4.1
33,068
17.30
2.52
0.00
- 0.00
0.00 -
0.00
4.1
33,655
17.35
2.57
0.00
- 0.00
0.00 -
0.00
4.2
34,242
17.40
2.62
0.00
- 0.00
0.00 -
0.00
4.2
34,830
17.45
2.67
0.00
- 0.00
0.00 -
0.00
4.3
35,417
17.50
2.72
0.00
- 0.00
0.00 -
0.00
4.3
36,087
17.55
2.77
0.00
- 0.00
0.00 -
0.00
4.3
36,757
17.60
2.82
0.00
- 0.00
0.00 -
0.00
4.4
37,428
17.65
2.87
0.00
- 0.00
0.00 -
0.00
4.5
38,098
17.70
2.91
0.00
- 0.00
0.00 -
0.00
4.5
38,768
17.75
2.96
0.00
- 0.00
0.00 -
0.00
4.6
39,438
17.80
3.00
0.01
- 0.00
0.00 -
0.01
4.6
40,108
17.85
3.05
0.02
- 0.00
0.00 -
0.02
4.7
40,779
17.90
3.09
0.03
- 0.00
0.00 -
0.03
4.7
41,449
17.95
3.13
0.04
- 0.00
0.00 -
0.04
4.8
42,119
18.00
3.17
0.04
- 0.00
0.00 -
0.04
4.8
43,588
18.10
3.26
0.05
- 0.00
0.00 -
0.05
4.9
45,058
18.20
3.34
0.06
- 0.00
0.00 -
0.06
5.1
46,527
18.30
3.42
0.07
- 0.00
0.00 -
0.07
5.2
47,997
18.40
3.49
0.08
- 0.00
0.00 -
0.08
5.3
49,466
18.50
3.57
0.09
- 0.00
0.00 -
0.09
5.3
50,935
18.60
3.64
0.09
- 0.00
0.00 -
0.09
5.4
52,405
18.70
3.72
0.10
- 0.00
0.00 -
0.10
5.5
53,874
18.80
3.79
0.10
- 0.76
0.00 -
0.86
5.6
55,344
18.90
3.86
0.11
- 2.15
0.00 -
2.26
5.8
56,813
19.00
3.93
0.11
- 3.94
0.00 -
3.93
5.8
58,456
19.10
3.99
0.00
- 6.07
0.00 -
3.99
5.9
60,099
19.20
4.06
0.00
- 8.49
0.00 -
4.06
Continues on next page...

PHASE 4- KURE DUNES Page 3
Stage / Storage / Discharge Table
Stage
Storage
Elevation
Culy. A
Culy. B
Culy. C Weir A
Weir B Weir C
Discharge
(ft)
(cuft)
(ft)
(cfs)
(cfs)
(cfs) (cfs)
(cfs) (cfs)
(cfs)
6.1
61,742
19.30
4.12
0.00
- 11.15
0.00 -
4.12
6.2
63,385
19.40
4.19
0.00
- 14.06
0.00 -
4.19
6.3
65,028
19.50
4.25
0.00
- 17.17
0.00 -
4.25
6.3
66,671
19.60
4.31
0.00
- 20.49
0.00 -
4.31
6.4
68,314
19.70
4.38
0.00
- 24.00
0.00 -
4.38
6.5
69,957
19.80
4.44
0.00
- 27.69
0.00 -
4.44
6.6
71,600
19.90
4.50
0.00
- 31.55
0.00 -
4.50
6.8
73,243
20.00
4.55
0.00
- 35.57
0.00 -
4.55
6.8
75,143
20.10
4.61
0.00
- 39.76
0.00 -
4.61
6.9
77,043
20.20
4.67
0.00
- 44.09
0.00 -
4.67
7.1
78,942
20.30
4.73
0.00
- 48.57
0.00 -
4.73
7.2
80,842
20.40
4.78
0.00
- 53.20
0.00 -
4.78
7.3
82,742
20.50
4.84
0.00
- 57.96
0.00 -
4.84
7.3
84,642
20.60
4.89
0.00
- 62.86
0.00 -
4.89
7.4
86,542
20.70
4.95
0.00
- 67.88
0.00 -
4.95
7.5
88,441
20.80
5.00
0.00
- 73.04
0.00 -
5.00
7.6
90,341
20.90
5.05
0.00
- 78.32
0.00 -
5.05
7.8
92,241
21.00
5.11
0.00
- 83.71
0.00 -
5.11
7.8
93,313
21.05
5.13
0.00
- 86.46
0.00 -
5.13
7.8
94,386
21.10
5.16
0.00
- 89.23
0.00 -
5.16
7.9
95,458
21.15
5.18
0.00
- 92.04
0.00 -
5.18
8.0
96,530
21.20
5.21
0.00
- 94.87
0.00 -
5.21
8.0
97,602
21.25
5.24
0.00
- 97.73
0.00 -
5.24
8.1
98,675
21.30
5.26
0.00
- 100.62
0.00 -
5.26
8.1
99,747
21.35
5.29
0.00
- 103.53
0.00 -
5.29
8.2
100,819
21.40
5.31
0.00
- 106.48
0.00 -
5.31
8.2
101,892
21.45
5.34
0.00
- 109.45
0.00 -
5.34
8.3
102,964
21.50
5.36
0.00
- 112.45
0.00 -
5.36

Hydrograph Report
Hyd. No. 4
COMBINED
Hydrograph type = Combine
Storm frequency = 10 yrs
1 st inflow hyd. No. = 1
Page 1
Peak discharge = 23.79 cfs
Time interval = 5 min
2nd inflow hyd. No. = 3
Total Volume = 206,342 cult, 4.737 acft
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
10.83
0.51
0.00
0.51
10.92
0.59
0.00
0.59
11.00
0.67
0.00
0.67
11.08
0.77
0.00
0.77
11.17
0.87
0.00
0.87
11.25
0.98
0.00
- 0.98
11.33
1.11
0.00
1.11
11.42
1.26
0.00
1.26
11.50
1.44
0.00
1.44
11.58
1.66
0.00
1.66
11.67
1.99
0.00
1.99
11.75
2.47
0.00
2.47
11.83
3.18
0.00
3.18
11.92
4.23
0.00
4.23
12.00
6.13
0.00
6.13
12.08
8.96
0.00
8.96
12.17
12.16
0.00
12.16
12.25
15.53
0.00
15.53
12.33
18.84
0.00
18.84
12.42
21.84
0.00
21.84
12.50
23.58
0.00
23.58
12.58
23.79 <<
0.00
23.79 <<
12.67
23.24
0.00
23.24
12.75
22.06
0.00
22.06
12.83
20.39
0.00
20.39
12.92
18.38
0.00
18.38
13.00
16.21
0.00
16.21
13.08
14.03
0.00
14.03
13.17
11.87
0.02
11.89
13.25
9.84
0.03
9.87
13.33
8.25
0.04
8.29
13.42
7.20
0.05
7.26
13.50
6.42
0.06
6.48
13.58
5.86
0.07
5.93
13.67
5.48
0.07
5.55
13.75
5.21
0.07
5.28
Continues on next page...

COMBINED
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
13.83
4.99
0.08
5.07
13.92
4.80
0.08
4.88
14.00
4.63
0.08
4.72
14.08
4.48
0.09
4.57
14.17
4.34
0.09
4.43
14.25
4.21
0.09
4.31
14.33
4.09
0.09
4.19
14.42
3.97
0.10
4.07
14.50
3.87
0.29
4.15
14.58
3.76
0.52
4.28
14.67
3.67
0.71
4.38
14.75
3.58
0.87
4.45
14.83
3.50
1.09
4.59
14.92
3.43
1.24
4.67
15.00
3.35
1.35
4.70
15.08
3.28
1.42
4.70
15.17
3.22
1.47
4.68
15.25
3.15
1.49
4.64
15.33
3.08
1.50
4.59
15.42
3.01
1.50 <<
4.52
15.50
2.95
1.50
4.44
15.58
2.88
1.48
4.36
15.67
2.81
1.46
4.27
15.75
2.74
1.44
4.18
15.83
2.67
1.41
4.08
15.92
2.60
1.39
3.98
16.00
2.53
1.36
3.88
16.08
2.46
1.33
3.78
16.17
2.39
1.29
3.68
16.25
2.32
1.26
3.58
16.33
2.26
1.23
3.49
16.42
2.20
1.20
3.39
16.50
2.14
1.17
3.30
16.58
2.09
1.14
3.22
16.67
2.04
1.11
3.15
16.75
2.00
1.08
3.08
16.83
1.96
1.05
3.01
16.92
1.92
1.03
2.95
17.00
1.88
1.01
2.89
17.08
1.85
0.99
2.84
17.17
1.82
0.97
2.79
17.25
1.79
0.95
2.74
17.33
1.76
0.93
2.69
17.42
1.72
0.91
2.64
17.50
1.69
0.90
2.59
17.58
1.66
0.88
2.54
17.67
1.63
0.86
2.49
17.75
1.60
0.85
2.45
17.83
1.57
0.84
2.41
Continues on next page...
Page 2

COMBINED
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
17.92
1.53
0.83
2.37
18.00
1.50
0.82
2.32
18.08
1.47
0.81
2.28
18.17
1.44
0.80
2.23
18.25
1.41
0.78
2.19
18.33
1.38
0.77
2.15
18.42
1.35
0.76
2.11
18.50
1.33
0.74
2.07
18.58
1.31
0.73
2.04
18.67
1.29
0.72
2.01
18.75
1.27
0.71
1.98
18.83
1.26
0.69
1.95
18.92
1.25
0.68
1.93
19.00
1.24
0.67
1.91
19.08
1.23
0.66
1.89
19.17
1.22
0.66
1.87
19.25
1.21
0.65
1.85
19.33
1.20
0.64
1.84
19.42
1.19
0.63
1.82
19.50
1.18
0.63
1.80
19.58
1.17
0.62
1.79
19.67
1.16
0.61
1.77
19.75
1.15
0.61
1.76
19.83
1.14
0.60
1.74
19.92
1.13
0.60
1.73
20.00
1.12
0.59
1.71
20.08
1.11
0.58
1.70
20.17
1.10
0.58
1.68
20.25
1.09
0.57
1.67
20.33
1.08
0.57
1.65
20.42
1.07
0.56
1.64
20.50
1.06
0.56
1.62
20.58
1.05
0.55
1.61
20.67
1.04
0.55
1.59
20.75
1.03
0.54
1.58
20.83
1.02
0.54
1.56
20.92
1.02
0.53
1.55
21.00
1.01
0.53
1.53
21.08
1.00
0.52
1.52
21.17
0.99
0.52
1.51
21.25
0.98
0.51
1.49
21.33
0.97
0.51
1.48
21.42
0.96
0.50
1.46
21.50
0.95
0.50
1.45
21.58
0.94
0.50
1.43
21.67
0.93
0.49
1.42
21.75
0.92
0.49
1.40
21.83
0.91
0.48
1.39
21.92
0.90
0.48
1.37
Continues on next page...
Page 3

COMBINED
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
22.00
0.89
0.47
1.36
22.08
0.89
0.47
1.36
22.17
0.90
0.46
1.37
22.25
0.91
0.46
1.37
22.33
0.92
0.46
1.38
22.42
0.94
0.46
1.40
22.50
0.95
0.46
1.41
22.58
0.94
0.46
1.40
22.67
0.93
0.46
1.39
22.75
0.92
0.46
1.38
22.83
0.90
0.46
1.36
22.92
0.89
0.46
1.35
23.00
0.88
0.45
1.33
23.08
0.86
0.45
1.31
23.17
0.85
0.45
1.29
23.25
0.83
0.44
1.27
23.33
0.81
0.44
1.25
23.42
0.81
0.43
- 1.24
23.50
0.80
0.43
1.23
23.58
0.79
0.42
1.21
23.67
0.78
0.42
1.20
23.75
0.78
0.41
1.19
23.83
0.77
0.41
1.18
23.92
0.76
0.40
1.17
24.00
0.75
0.40
1.15
24.08
0.73
0.40
1.13
24.17
0.70
0.39
1.09
24.25
0.64
0.38
1.03
24.33
0.58
0.37
0.95
24.42
0.50
0.36
0.86
24.50
0.41
0.34
0.75
24.58
0.33
0.31
0.64
24.67
0.25
0.29
0.54
...End
Page 4

Hydrograph Report
Hyd. No. 5
KB VILLAGE
Hydrograph type
Storm frequency
Drainage area
Basin Slope
Tc method
Total precip.
Storm duration
= SCS Runoff
= 10 yrs
= 10.53 ac
_ .3 %
= LAG
= 7.00 in
= 24 hrs
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
Time -- Outflow
(hrs cfs)
Page 1
Peak discharge
= 13.55 cfs
Time interval
= 5 min
Curve number
= 61
Hydraulic length
= 500 ft
Time of conc. (Tc)
= 56.3 min
Distribution
= Type III
Shape factor
= 484
Total Volume = 105,123 cult, 2.413 acft
Time -- Outflow
(hrs cfs)
Time -- Outflow
(hrs cfs)
11.42
0.56
14.08
3.09
-16.75
1.36
19.42
0.79
11.50
0.65
14.17
2.98
16.83
1.33
19.50
0.78
11.58
0.77
14.25
2.88
16.92
1.30
19.58
0.78
11.67
0.93
14.33
2.79
17.00
1.27
19.67
0.77
11.75
1.17
14.42
2.70
17.08
1.25
19.75
0.77
11.83
1.51
14.50
2.63
17.17
1.23
19.83
0.76
11.92
2.01
14.58
2.56
17.25
1.20
19.92
0.75
12.00
2.89
14.67
2.49
17.33
1.18
20.00
0.75
12.08
4.23
14.75
2.43
17.42
1.16
20.08
0.74
12.17
5.79
14.83
2.37
17.50
1.14
20.17
0.73
12.25
7.48
14.92
2.32
17.58
1.12
20.25
0.73
12.33
9.22
15.00
2.27
17.67
1.10
20.33
0.72
12.42
10.91
15.08
2.22
17.75
1.08
20.42
0.72
12.50
12.41
15.17
2.17
17.83
1.06
20.50
0.71
12.58
13.33
15.25
2.12
17.92
1.04
20.58
0.70
12.67
13.55 <<
15.33
2.08
18.00
1.02
20.67
0.70
12.75
13.40
15.42
2.03
18.08
0.99
20.75
0.69
12.83
12.97
15.50
1.99
18.17
0.97
20.83
0.68
12.92
12.29
15.58
1.94
18.25
0.95
20.92
0.68
13.00
11.44
15.67
1.90
18.33
0.94
21.00
0.67
13.08
10.49
15.75
1.86
18.42
0.92
21.08
0.66
13.17
9.49
15.83
1.81
18.50
0.90
21.17
0.66
13.25
8.46
15.92
1.76
18.58
0.88
21.25
0.65
13.33
7.43
16.00
1.72
18.67
0.87
21.33
0.65
13.42
6.41
16.08
1.67
18.75
0.86
21.42
0.64
13.50
5.46
16.17
1.63
18.83
0.85
21.50
0.63
13.58
4.71
16.25
1.58
18.92
0.84
21.58
0.63
13.67
4.21
16.33
1.54
19.00
0.83
21.67
0.62
13.75
3.84
16.42
1.50
19.08
0.82
21.75
0.61
13.83
3.56
16.50
1.46
19.17
0.81
21.83
0.61
13.92
3.36
16.58
1.42
19.25
0.80
21.92
0.60
14.00
3.21
16.67
1.39
19.33
0.80
22.00
0.59
Continues on next page...

KB VILLAGE
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
22.08 0.60
22.17 0.60
22.25 0.60
22.33 0.60
22.42 0.61
22.50 0.61
22.58 0.62
22.67 0.61
22.75 0.61
22.83 0.60
22.92 0.59
23.00 0.59
23.08 0.58
23.17 0.57
23.25 0.56
23.33 0.56
23.42 0.55
23.50 0.54
23.58 0.53
23.67 0.52
23.75 0.52
23.83 0.51
23.92 0.51
24.00 0.50
Mil
Page 2

Hydrograph Report
Hyd. No. 6
COMBINED & KBV
Hydrograph type = Combine
Storm frequency = 10 yrs
1st inflow hyd. No. = 4
Page 1
Peak discharge = 37.12 cfs
Time interval = 5 min
2nd inflow hyd. No. = 5
Total Volume = 311,465 cuft, 7.150 acft
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
10.75
0.44
0.12
0.56
10.83
0.51
0.16
0.67
10.92
0.59
0.20
0.79
11.00
0.67
0.24
0.92
11.08
0.77
0.29
1.06
11.17
0.87
0.35
- 1.21
11.25
0.98
0.41
1.39
11.33
1.11
0.48
1.59
11.42
1.26
0.56
1.82
11.50
1.44
0.65
2.09
11.58
1.66
0.77
2.43
11.67
1.99
0.93
2.92
11.75
2.47
1.17
3.63
11.83
3.18
1.51
4.69
11.92
4.23
2.01
6.24
12.00
6.13
2.89
9.02
12.08
8.96
4.23
13.19
12.17
12.16
5.79
17.95
12.25
15.53
7.48
23.01
12.33
18.84
9.22
28.07
12.42
21.84
10.91
32.75
12.50
23.58
12.41
35.99
12.58
23.79 <<
13.33
37.12 <<
12.67
23.24
13.55 <<
36.78
12.75
22.06
13.40
35.46
12.83
20.39
12.97
33.35
12.92
18.38
12.29
30.67
13.00
16.21
11.44
27.65
13.08
14.03
10.49
24.52
13.17
11.89
9.49
21.38
13.25
9.87
8.46
18.34
13.33
8.29
7.43
15.72
13,42
7.26
6.41
13.67
13.50
6.48
5.46
11.94
13.58
5.93
4.71
10.64
13.67
5.55
4.21
9.76
Continues on next page...

COMBINED 8 KBV
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
13.75
5.28
3.84
9.12
13.83
5.07
3.56
8.63
13.92
4.88
3.36
8.24
14.00
4.72
3.21
7.93
14.08
4.57
3.09
7.66
14.17
4.43
2.98
7.41
14.25
4.31
2.88
7.18
14.33
4.19
2.79 -
6.97
14.42
4.07
2.70
6.78
14.50
4.15
2.63
6.78
14.58
4.28
2.56
6.84
14.67
4.38
2.49
6.87
14.75
4.45
2.43
6.88
14.83
4.59
2.37
6.96
14.92
4.67
2.32
6.99
15.00
4.70
2.27
6.97
15.08
4.70
2.22
6.92
15.17
4.68
2.17
- 6.85
15.25
4.64
2.12
6.76
15.33
4.59
2.08
6.66
15.42
4.52
2.03
6.55
15.50
4.44
1.99
6.43
15.58
4.36
1.94
6.30
15.67
4.27
1.90
6.17
15.75
4.18
1.86
6.03
15.83
4.08
1.81
5.89
15.92
3.98
1.76
5.75
16.00
3.88
1.72
5.60
16.08
3.78
1.67
5.46
16.17
3.68
1.63
5.31
16.25
3.58
1.58
5.17
16.33
3.49
1.54
5.03
16.42
3.39
1.50
4.89
16.50
3.30
1.46
4.76
16.58
3.22
1.42
4.65
16.67
3.15
1.39
4.54
16.75
3.08
1.36
4.43
16.83
3.01
1.33
4.34
16.92
2.95
1.30
4.25
17.00
2.89
1.27
4.17
17.08
2.84
1.25
4.09
17.17
2.79
1.23
4.01
17.25
2.74
1.20
3.94
17.33
2.69
1.18
3.87
17.42
2.64
1.16
3.80
17.50
2.59
1.14
3.73
17.58
2.54
1.12
3.66
17.67
2.49
1.10
3.59
17.75
2.45
1.08
3.53
Continues on next page...
Page 2

COMBINED & KBV
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
17.83
2.41
1.06
3.47
17.92
2.37
1.04
3.40
18.00
2.32
1.02
3.34
18.08
2.28
0.99
3.27
18.17
2.23
0.97
3.21
18.25
2.19
0.95
3.15
18.33
2.15
0.94
3.08
18.42
2.11
0.92
3.03
18.50
2.07
0.90
2.97
18.58
2.04
0.88
2.92
18.67
2.01
0.87
2.88
18.75
1.98
0.86
2.84
18.83
1.95
0.85
2.80
18.92
1.93
0.84
2.77
19.00
1.91
0.83
2.74
19.08
1.89
0.82
2.71
19.17
1.87
0.81
2.68
19.25
1.85
0.80
- 2.66
19.33
1.84
0.80
2.63
19.42
1.82
0.79
2.61
19.50
1.80
0.78
2.59
19.58
1.79
0.78
2.56
19.67
1.77
0.77
2.54
19.75
1.76
0.77
2.52
19.83
1.74
0.76
2.50
19.92
1.73
0.75
2.48
20.00
1.71
0.75
2.46
20.08
1.70
0.74
2.44
20.17
1.68
0.73
2.41
20.25
1.67
0.73
2.39
20.33
1.65
0.72
2.37
20.42
1.64
0.72
2.35
20.50
1.62
0.71
2.33
20.58
1.61
0.70
2.31
20.67
1.59
0.70
2.29
20.75
1.58
0.69
2.27
20.83
1.56
0.68
2.25
20.92
1.55
0.68
2.23
21.00
1.53
0.67
2.21
21.08
1.52
0.66
2.18
21.17
1.51
0.66
2.16
21.25
1.49
0.65
2.14
21.33
1.48
0.65
2.12
21.42
1.46
0.64
2.10
21.50
1.45
0.63
2.08
21.58
1.43
0.63
2.06
21.67
1.42
0.62
2.04
21.75
1.40
0.61
2.02
21.83
1.39
0.61
1.99
Continues on next page...
Page 3

COMBINED & KBV
Hydrograph Discharge Table
Time
1st Inflow +
2nd Inflow =
Outflow
(hrs)
(cfs)
(cfs)
(cfs)
21.92
1.37
0.60
1.97
22.00
1.36
0.59
1.95
22.08
1.36
0.60
1.96
22.17
1.37
0.60
1.96
22.25
1.37
0.60
1.97
22.33
1.38
0.60
1.99
22.42
1.40
0.61
2.00
22.50
1.41
0.61
2.02
22.58
1.40
0.62
2.02
22.67
1.39
0.61
2.00
22.75
1.38
0.61
1.98
22.83
1.36
0.60
1.96
22.92
1.35
0.59
1.94
23.00
1.33
0.59
1.92
23.08
1.31
0.58
1.89
23.17
1.29
0.57
1.86
23.25
1.27
0.56
1.84
23.33
1.25
0.56
- 1.81
23.42
1.24
0.55
1.79
23.50
1.23
0.54
1.76
23.58
1.21
0.53
1.74
23.67
1.20
0.52
1.73
23.75
1.19
0.52
1.71
23.83
1.18
0.51
1.69
23.92
1.17
0.51
1.68
24.00
1.15
0.50
1.66
24.08
1.13
0.49
1.62
24.17
1.09
0.47
1.56
24.25
1.03
0.45
1.47
24.33
0.95
0.42
1.37
24.42
0.86
0.38
1.23
24.50
0.75
0.33
1.08
24.58
0.64
0.28
0.92
24.67
0.54
0.23
0.77
24.75
0.45
0.19
0.64
24.83
0.37
0.15
0.52
...End
Page 4

Hydrograph Report
Hyd. No. 7
THE KEYS
Hydrograph type = Reservoir
Storm frequency = 10 yrs
Inflow hyd. No. = 6
Max. Elevation = 16.16 ft
Storage Indiczgon method used.
Hydrograph Discharge Table
Peak discharge
Time interval
Reservoir name
Max. Storage
Page 1
= 10.31 cfs
= 5 min
= THE KEYS
= 134,808 cuft
Total Volume = 198,037 cull, 4.546 acft
Time
Inflow
Elevation
Culy. A
Culy. B
Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
13.08
24.52
15.98
4.85
0.04
- 42.15 - -
4.89
13.17
21.38
16.05
7.58
0.06
- 46.43 - -
7.64
13.25
18.34
16.10
8.83
0.07
- 49.35 - -
8.91
13.33
15.72
16.13
9.51
0.08
- 51.38 - -
9.58
13.42
13.67
16.15
9.91
0.08
- 52.67 - -
10.00
13.50
11.94
16.16
10.14
0.08
- 53.37 - -
10.22
13.58
10.64
16.16
10.22
0.08
- 53.64 - -
10.31 <<
13.67
9.76
16.16
10.22
0.08
- 53.62 - -
10.30
13.75
9.12
16.16
10.15
0.08
- 53.40 - -
10.23
13.83
8.63
16.16
10.04
0.08
- 53.06 - -
10.12
13.92
8.24
16.15
9.90
0.08
- 52.63 - -
9.99
14.00
7.93
16.14
9.75.
0.08
- 52.16 - -
9.83
14.08
7.66
16.13
9.59
0.08
- 51.64 - -
9.67
14.17
7.41
16.12
9.42
0.08
- 51.10 - -
9.50
14.25
7.18
16.12
9.24
0.08
- 50.55 - -
9.32
14.33
6.97
16.11
9.06
0.07
- 49.99 - -
9.14
14.42
6.78
16.10
8.87
0.07
- 49.42 - -
8.94
14.50
6.78
16.09
8.65
0.07
- 48.91 - -
8.72
14.58
6.84
16.08
8.45
0.07
- 48.45 - -
8.52
14.67
6.87
16.08
8.28
0.07
- 48.06 - -
8.35
14.75
6.88
16.07
8.13
0.07
- 47.71 - -
8.19
14.83
6.96
16.06
8.00
0.07
- 47.40 - -
8.06
14.92
6.99
16.06
7.88
0.06
- 47.14 - -
7.95
15.00
6.97
16.06
7.78
0.06
- 46.91 - -
7.85
15.08
6.92
16.05
7.69
0.06
- 46.70 - -
7.75
15.17
6.85
16.05
7.60
0.06
- 46.49 - -
7.66
15.25
6.76
16.05
7.51
0.06
- 46.28 - -
7.58
15.33
6.66
16.04
7.42
0.06
- 46.08 - -
7.49
15.42
6.55
16.04
7.33
0.06
- 45.87 - -
7.39
15.50
6.43
16.04
7.24
0.06
- 45.65 - -
7.30
15.58
6.30
16.03
7.15
0.06
- 45.43 - -
7.20
15.67
6.17
16.03
7.05
0.06
- 45.20 - -
7.10
15.75
6.03
16.02
6.94
0.06
- 44.96 - -
7.00
15.83
5.89
16.02
6.84
0.06
- 44.71 - -
6.89
15.92
5.75
16.02
6.73
0.06
- 44.46 - -
6.78
16.00
5.60
16.01
6.61
0.05
- 44.19 - -
6.67
Continues on next page...

THE KEYS Page 2
Hydrograph Discharge Table
Time
Inflow
Elevation
Culy. A
Culy. B
Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
16.08
5.46
16.01
6.50
0.05
- 43.92 - -
6.55
16.17
5.31
16.00
6.38
0.05
- 43.64 - -
6.43
16.25
5.17
16.00
6.16
0.05
- 43.36 - -
6.21
16.33
5.03
15.99
5.88
0.05
- 43.10 - -
5.93
16.42
4.89
15.99
5.63
0.05
- 42.88 - -
5.68
16.50
4.76
15.99
5.42
0.04
- 42.68 - -
5.46
16.58
4.65
15.98
5.23
0.04
- 42.50 - -
5.27
16.67
4.54
15.98
5.06
0.04
- 42.34 - -
5.10
16.75
4.43
15.98
4.90
0.04
- 42.20 - -
4.94 -
16.83
4.34
15.98
4.76
0.04
- 42.07 - -
4.80
16.92
4.25
15.97
4.63
0.04
- 41.95 - -
4.67
17.00
4.17
15.97
4.51
0.04
- 41.84 - -
4.55
17.08
4.09
15.97
4.41
0.04
- 41.74 - -
4.44
17.17
4.01
15.97
4.31
0.04
- 41.65 - -
4.34
17.25
3.94
15.97
4.21
0.03
- 41.57 - -
4.25
17.33
3.87
15.97
4.13
0.03
- 41.48 - -
4.16
17.42
3.80
15.96
4.04
0.03
- 41.41 - -
4.08
17.50
3.73
15.96
3.96
0.03
- 41.34 - -
4.00
17.58
3.66
15.96
3.89
0.03
- 41.26 - -
3.92
17.67
3.59
15.96
3.81
0.03
- 41.20 - -
3.85
17.75
3.53
15.96
3.74
0.03
- 41.13 - -
3.77
17.83
3.47
15.96
3.67
0.03
- 41.07 - -
3.70
17.92
3.40
15.96
3.60
0.03
- 41.00 - -
3.63
18.00
3.34
15.96
3.54
0.03
- 40.94 - -
3.57
18.08
3.27
15.95
3.47
0.03
- 40.88 - -
3.50
18.17
3.21
15.95
3.41
0.03
- 40.82 - -
3.43
18.25
3.15
15.95
3.34
0.03
- 40.76 - -
3.37
18.33
3.08
15.95
3.28
0.03
- 40.70 - -
3.30
18.42
3.03
15.95
3.21
0.03
- 40.64 - -
3.24
18.50
2.97
15.95
3.15
0.03
- 40.59 - -
3.18
18.58
2.92
15.95
3.09
0.03
- 40.53 - -
3.12
18.67
2.88
15.95
3.04
0.02
- 40.48 - -
3.06
18.75
2.84
15.95
2.99
0.02
- 40.43 - -
3.01
18.83
2.80
15.95
2.94
0.02
- 40.39 - -
2.96
18.92
2.77
15.95
2.89
0.02
- 40.35 - -
2.92
19.00
2.74
15.94
2.85
0.02
- 40.31 - -
2.87
19.08
2.71
15.94
2.81
0.02
- 40.27 - -
2.84
19.17
2.68
15.94
2.78
0.02
- 40.24 - -
2.80
19.25
2.66
15.94
2.74
0.02
- 40.21 - -
2.77
19.33
2.63
15.94
2.71
0.02
- 40.18 - -
2.73
19.42
2.61
15.94
2.68
0.02
- 40.15 - -
2.71
19.50
2.59
15.94
2.66
0.02
- 40.13 - -
2.68
19.58
2.56
15.94
2.63
0.02
- 40.10 - -
2.65
19.67
2.54
15.94
2.61
0.02
- 40.08 - -
2.63
19.75
2.52
15.94
2.58
0.02
- 40.06 - -
2.60
19.83
2.50
15.94
2.56
0.02
- 40.04 - -
2.58
19.92
2.48
15.94
2.54
0.02
- 40.02 - -
2.56
20.00
2.46
15.94
2.51
0.02
- 39.99 - -
2.53
20.08
2.44
15.94
2.49
0.02
- 39.97 - -
2.51
Continues on next page...

THE KEYS
Hydrograph Discharge Table
Page 3
Time
Inflow
Elevation
Culy. A
Culy. B
Culy. C Weir A Weir B Weir C
Outflow
(hrs)
(cfs)
(ft)
(cfs)
(cfs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
20.17
2.41
15.94
2.47
0.02
- 39.95 - -
2.49
20.25
2.39
15.94
2.45
0.02
- 39.93 - -
2.47
20.33
2.37
15.94
2.43
0.02
- 39.91 - -
2.45
20.42
2.35
15.94
2.41
0.02
- 39.90 - -
2.42
20.50
2.33
15.94
2.38
0.02
- 39.88 - -
2.40
20.58
2.31
15.94
2.36
0.02
- 39.86 - -
2.38
20.67
2.29
15.94
2.34
0.02
- 39.84 - -
2.36
20.75
2.27
15.94
2.32
0.02
- 39.82 - -
2.34
20.83
2.25
15.94
2.30
0.02
- 39.80 - -
2.32
20.92
2.23
15.94
2.28
0.02
- 39.78 - -
2.30
21.00
2.21
15.94
2.26
0.02
- 39.76 - -
2.28
21.08
2.18
15.94
2.24
0.02
- 39.74 - -
2.26
21.17
2.16
15.93
2.22
0.02
- 39.72 - -
2.24
21.25
2.14
15.93
2.20
0.02
- 39.70 - -
2.21
21.33
2.12
15.93
2.18
0.02
- 39.68 - -
2.19
21.42
2.10
15.93
2.15
0.02
- 39.66 - -
2.17
21.50
2.08
15.93
2.13
0.02
- 39.64 - -
2.15
21.58
2.06
15.93
2.11
0.02
- 39.63 - -
2.13
21.67
2.04
15.93
2.09
0.02
- 39.61 - -
2.11
21.75
2.02
15.93
2.07
0.02
- 39.59 - -
2.09
21.83
1.99
15.93
2.05
0.02
- 39.57 - -
2.07
21.92
1.97
15.93
2.03
0.02
- 39.55 - -
2.05
22.00
1.95
15.93
2.01
0.02
- 39.53 - -
2.02
22.08
1.96
15.93
1.99
0.02
- 39.51 - -
2.01
22.17
1.96
15.93
1.98
0.02
- 39.50 - -
2.00
22.25
1.97
15.93
1.97
0.02
- 39.50 - -
1.99
22.33
1.99
15.93
1.97
0.02
- 39.49 - -
1.99
22.42
2.00
15.93
1.97
0.02
- 39.50 - -
1.99
22.50
2.02
15.93
1.98
0.02
- 39.50 - -
2.00
22.58
2.02
15.93
1.99
0.02
- 39.51 - -
2.00
22.67
2.00
15.93
1.99
0.02
- 39.51 - -
2.00
22.75
1.98
15.93
1.99
0.02
- 39.51 - -
2.00
22.83
1.96
15.93
1.98
0.02
- 39.50 - -
1.99
22.92
1.94
15.93
1.97
0.02
- 39.49 - -
1.98
23.00
1.92
15.93
1.95
0.02
- 39.48 - -
1.97
23.08
1.89
15.93
1.94
0.02
- 39.46 - -
1.95
23.17
1.86
15.93
1.92
0.02
- 39.45 - -
1.93
23.25
1.84
15.93
1.90
0.02
- 39.43 - -
1.91
23.33
1.81
15.93
1.87
0.02
- 39.40 - -
1.89
23.42
1.79
15.93
1.85
0.02
- 39.38 - -
1.87
23.50
1.76
15.93
1.83
0.02
- 39.36 - -
1.84
23.58
1.74
15.93
1.81
0.01
- 39.34 - -
1.82
23.67
1.73
15.93
1.78
0.01
- 39.32 - -
1.80
23.75
1.71
15.93
1.76
0.01
- 39.30 - - -
1.78
23.83
1.69
15.93
1.74
0.01
- 39.28 - -
1.76
23.92
. 1.68
15.93
1.72
0.01
- 39.27 - -
1.74
24.00
1.66
15.93
1.71
0.01
- 39.25 - -
1.72
24.08
1.62
15.93
1.69
0.01
- 39.23 - -
1.70
24.17
1.56
15.93
1.66
0.01
- 39.21 - -
1.67
Continues on next page...

THE KEYS
Hydrograph Discharge Table
Time
Inflow
Elevation
(hrs)
(cfs)
(ft)
24.25
1.47
15.93
24.33
1.37
15.92
24.42
1.23
15.92
24.50
1.08
15.92
24.58
0.92
15.92
24.67
0.77
15.92
24.75
0.64
15.92
24.83
0.52
15.91
24.92
0.42
15.91
25.00
0.33
15.91
25.08
0.25
15.91
25.17
0.19
15.91
End
Culy. A Culy. B Culy. C Weir A Weir B Weir C
(Cfs)
(cfs)
(cfs) (cfs) (cfs) (cfs)
1.62
0.01
- 39.17 - -
1.57
0.01
- 39.12 - -
1.49
0.01
- 39.05 - -
1.41
0.01
- 38.97 - -
1.30
0.01
- 38.87 - -
1.18
0.01
- 38.77 - -
1.06
0.01
- 38.65 - -
0.94
0.01
- 38.54 - -
0.82
0.01
- 38.43 - -
0.70
0.01
- 38.32 - -
0.60
0.00
- 38.22 - -
0.50
0.00
- 38.14 - -
Page 4
Outflow
(cfs)
1.63
1.58
1.51
1.42
1.31
1.19
1.07
0.94
0.82
0.71
0.60
0.50

Reservoir Report
Page 1
Reservoir No. 1
THE KEYS
Culvert / Orifice Structures Weir Structures
[A] [B] [C] [A] [B] [C]
Rise (in)
= 36.0
2.5
0.0 ,
Crest Len (ft)
= 12.6
0.0
0.0
Span (in)
= 36.0
2.5
0.0
Crest El. (ft)
= 14.90
0.00
0.00
No. Barrels
= 1
1
0
Weir Coeff.
= 3.00
3.00
3.00
Invert El. (ft)
= 14.00
14.40
0.00
Eqn. Exp.
= 1.50
1.50
1.50
Length (ft)
= 292.0
1.0
0.0
Multistage
= Yes
No
No
Slope (%)
= 0.40
1.00
0.00
N-Value
= .023
.013
.013
Orif. Coeff.
= 0.60
0.60
0.60
Multistage
= -
No
No
Tailwater Elevation
= 15.90 It
Nob: All oudlo have been unalyted under Inlet and outlet wneol
-
Stage / Storage
/ Discharge Table
Stage
Storage
Elevation
Culy. A
Culy. B
Culy. C Weir A Weir B Weir C
Discharge
(ft)
(cuft)
(ft)
(cfs)
(cfs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
0.0
00
14.00
0.00
0.00
- 0.00 - -
0.00
0.0
2,235
14.04
0.00
0.00
- 0.00 - -
0.00
0.1
4,471
14.08
0.00
0.00
- 0.00 - -
0.00
0.1
6,706
14.12
0.00
0.00
- 0.00 - -
0.00
0.2
8,941
14.16
0.00
0.00
- 0.00 - -
0.00
0.2
11,177
14.20
0.00
0.00
- 0.00 - -
0.00
0.2
13,412
14.24
0.00
0.00
- 0.00 - -
0.00
0.3
15,647
14.28
0.00
0.00
- 0.00 - -
0.00
0.3
17,882
14.32
0.00
0.00
- 0.00 - -
0.00
0.4
20,118
14.36
0.00
0.00
- 0.00 - -
0.00
0.4
22,353
14.40
0.00
0.00
- 0.00 - -
0.00
0.5
25,913
14.46
0.00
0.00
- 0.00 - -
0.00
0.5
29,474
14.52
0.00
0.00
- 0.00 - -
0.00
0.6
33,034
14.58
0.00
0.00
- 0.00 - -
0.00
0.6
36,594
14.64
0.00
0.00
- 0.00 - -
0.00
0.7
40,155
14.70
0.00
0.00
- 0.00 - -
0.00
0.8
43,715
14.76
0.00
0.00
- 0.00 - -
0.00
0.8
47,275
14.82
0.00
0.00
- 0.00 - -
0.00
0.9
50,835
14.88
0.00
0.00
- 0.00 - -
0.00
0.9
54,396
14.94
0.00
0.00
- 0.30 - -
0.00
1.0
57,956
15.00
0.00
0.00
- 1.19 - -
0.00
1.1
64,452
15.10
0.00
0.00
- 3.37 - -
0.00
1.2
70,948
15.20
0.00
0.00
- 6.20 - -
0.00
1.3
77,444
15.30
0.00
0.00
- 9.54 - -
0.00
Continues on next page...

THE KEYS Page 2
Stage / Storage / Discharge Table
Stage
Storage
Elevation
Culy. A
Culy. B
Culy. C Weir A Weir B Weir C
Discharge
(ft)
(cuft)
(ft)
(cfs)
(cfs)
(cfs) (cfs) (cfs) (cfs)
(cfs)
1.4
83,940
15.40
0.00
0.00
- 13.33 - -
0.00
1.5
90,437
15.50
0.00
0.00
- 17.53 - -
0.00
1.6
96,933
15.60
0.00
0.00
- 22.09 - -
0.00
1.7
103,429
15.70
0.00
0.00
- 26.98 - -
0.00
1.8
109.925
15.80
0.00
0.00
- 32.20 - -
0.00
1.9
116,421
15.90
0.04
0.00
- 37.71 - -
0.04
2.0
122,917
16.00
6.32
0.05
- 43.51 - -
6.37
2.1
130,149
16.10
8.93
0.07
- 49.57 - -
9.00
2.2
137,381
16.20
10.94
0.09
- 55.89 - -
11.03
2.3
144,614
16.30
12.63
0.10
- 62.47 - -
12.73
2.4
151,846
16.40
14.12
0.12
- 69.28 - -
14.24
2.5
159,078
16.50
15.47
0.13
- 76.32 - -
15.60
2.6
166,310
16.60
16.71
0.14
- 83.59 - -
16.85
2.7
173,542
16.70
17.86
0.15
- 91.07 - -
18.01
2.8
180,775
16.80
18.95
0.16
- 98.76 - -
19.10
2.9
188,007
16.90
19.97
0.16
- 106.66 - -
20.14
3.0
195.239
17.00
20.95
0.17
- 114.76 - -
21.12
3.1
203,343
17.10
21.88
0.18
- 123.05 - -
22.06
3.2
211,446
17.20
22.77
0.19
- 131.54 - -
22.96
3.3
219,550
17.30
23.63
0.19
- 140.21 - -
23.83
3.4
227,653
17.40
24.46
0.20
- 149.06 - -
24.66
3.5
235,757
17.50
25.26
0.21
- 158.09 - -
25.47
3.6
243,861
17.60
26.04
0.21
- 167.30 - -
26.26
3.7
251,964
17.70
26.80
0.22
- 176.68 - -
27.02
3.8
260,068
17.80
27.53
0.23
- 186.23 - -
27.76
3.9
268,171
17.90
28.25
0.23
- 195.95 - -
28.48
4.0
276,275
18.00
28.94
0.24
- 205.83 - -
29.18

ATTAclm&n,r No ,
O 7650 MARKET STREET
WILMINGTON, NORTH CAROIJNA 28405
ENGINEERING.
" OFFICE: 919-686-
FAX:. [phone]
October 16;1902
r 1 r
Henry von -Oesen & 'Associates
Post Office:Box`'2087 ...: -
Wilmington,.:'North Carolina 28402
Attention Mr Carl Farmer
Reference - Hydraulic conduct iJlty Testing '
' Kure_Dunes.-Phase;II
Kure• each;.;'No,-th''Caro llna ;' y
lob No::204=.92 '
. Dear. -Mr Farmer ,-
1 Soil '•Tech .Engineering, .Inc has Y.ecently :completed „an.
-`evaluetion'of'the'on-site soils for :'storinwater': fifiltr.ation. .fr=om the
.:proposed.: Kure Dunes...Phase'`ZI projact;.. .'?he -purpose `of -our evaluation.
-.;was"'to 'determine the hyd.raulic`co"nductivity of'.the._existing:soil's at
'the two designated stormwater':discharge ,'areas
` F Y
As : requested; our representatives preformed ln`iitT atio
to ts',and conduc �d:aubsu fa e': sampling of.; t e .dn ,r z...so> 1 'at the. -�
two.:'designat d 'locations' adjacent to' Lat:,T25 and'- Lot 'n2o �t . each.
location tfie 'l�ratio,n rater of the existing soll� .at t`a'AGes� n:
`depth.' of disrha gP was determined w,th `she 'use of doub e ring '
znfllrrometers 'Tile suL-surfa.c :' so1Is' were ._lnvestica�ed:.with ''a Fa, d_ y•
auger _to a !depth of .48;.inches below tha-pr,esant gr..ound surfac .af eac`T.;_;
location ,Samples of 'th.e..var_i:aussoli s r..ata :encounters du .ing_out
"auger`.:probes' were obtained for ..further` anals,s s' •'.Selec samp1 w re'
te. Stvd Zn CUi lab:Dr,a.,orY f or ,grain size analYsis in C. r;.a T1
t.he ';nmerlCan SJCl.ety :.foi Test1ng..:aTld :;Materlals'..(AS.TM) prc- ��ure�
"entltlad ASTi7 D-422 Particle Si�e'AnalYsis.Of.,Soil�
Based. 'on the resul1ts of ou field and 'kaborata Y t=s`lny
'the on site soils were a'relatively,fr.2e 'draining sand which.'contains
:cIay':o:r`silt.;size particles.( f.ines):_Yanging=from 0.8'to 2:0'`percent - '>
Groundwater ":was .measured .::each : `locations `.and ranged11
.from' 38 'to
inches below the. existing%:surface:n 0ur-'';tests indicated::=that 'the,,J ;
existing '.infiltration rate would'ranga from 5. S eto -18..''S :gallons .F?
:.hour -per square foot. =0ur tests 'at Lot:.#25 indicated'a-.slower rat=.of.
infiltration that. at Lot'#28. 'This condition%could exist because of a
higher groundwater..condition.(up-gradient),' the soil_:structure•itself
or .the :_density -,`of.' the in-placa_'material ::We suggest
_'appropriate •safety factor' be-.appUad to these -infiltration. rates
design of,�.a`stormwater, collection'and:''filtration'sy'stem..jrZ
.`'•_:•:.,::':'::;_' '*

%204al'O
.. . ..............
. . . .......
Az 'ta.

Infiltration Data
Kure Dunes - Phase II
Kure Beach, North Carolina
Job No. 204-92
Test Location Depth Infiltration Rate
Lot #25
-20" 5.5 gallons per hour per square foot
Lot #28
_26" 18.5 gallons per hours per square foot
Depth indicated is measured below the existing ground surface.
Infiltration rate is actual rate obtained from field test data.
Location:
Depth
Sieve Size
#4
#8
#10
#40
#80
#200 .
Percent Moisture:
Soil Description:
Grain Size Analysis
Kure Dunes - Phase II
Kure Beach, North Carolina
Job No. 204-92
Lot #25
24-48"
99.9
37.3
2.0
0.8
4.5
Lot #28
0-36"
Percent Passing, BY Weight
96.8 "
95.8
94.5
63.0
8.5
2.0
Brown/Light
Gray Fine to
Mediumu SAND
13.0
Black Fine
to Medium
SAND With
Organics
Lot #28
36-48"
99.2
63.8
4.4
0.9
21.2
Brown Fine
to Medivan
SAND

Site Evaluation
Kure Dimes - Phase II
'
Kure Beach. North Carolina
Job No. 204-92
October 12, 1992
->
Location
Depth
Description
Lot #25
0-24"
Tan/Brown/Gray Fine to Medium SAND
24-48"
Brown/Light Gray Fine to Median SAND
Groundwater was
encountered at 38"
below ground surface.
Lot #28 _.__
0-36"
Black Fine to Medium SAND with Organics
36-48"
Brown Fine to Medium SAND
Groundwater was
encountered at 48"
below ground surface.
_
a
a K�

Spotters
I \ /Court
I
I
Lot 23 Lot 24 Iot 25ot 26 Lot 27 Lot 28
i\
[] Denotes location of our testing and investigation
ENOINFCRI A
Kure Dunes - Phase II

v
- . Top
24.
"Z Al
_ � Ems _ 2u.0
=l p• o E k
' 3(o
D.I#S Z2.Zo -HOht Rpx
_ Wln - s 1rt
zu zz-sa
o.
tix •Z _
¢3 ELF I
J. ;:;p 2Z.21`7-=,
O.
IZ rno ZZ20 —r—_. IToR 3Z }�
6 = laUi zo.Zo
IID
L_IL6
ZZ
TITO EznT l23 28
�}u7 -ram 24 25Z(e ..:-
— CH_IYPE A4 IZ• F7 N� Z4':
-
- n_ lJNV Ysol"j-14.65 :� .\�. - - - - • I .C, -
HENRY VON OESEN AND ASSOCIATES
CONSULTING ENGINEERS AND PLANNERS
805 NORTH THIRD ST. DRAWER 2087
�•��_=`_ WILMINGTON, NORTH CAROLINA 28402
�Ik�=-- Oi�1'�dSi1FJ�'2 SEE�tTTZ�
u.s. E ku2F T��NFs ' P1iPsr_
_ .�_u__ -
EXS�ISTr m5

SOIL CLASSIFICATION REPORT = --
JOB NAME Ll-ucrz vUNrS JOB NO.
�OCAT I ON jfA Jt( LTy 0 K oarz (1704 DATE It /1 ';b /Q 2
FIELD OBSERVATION BY P2 OFFICE CLASSIFICATION BY
TYPE OF TEST OR SAMPLING TO P (f1a00nJ C) r Ljr-V Z 7 Y
Depth
Boring No.
From To
(See footnotes)
Soil Description
Type
(I)
Color
(2)
Grada-
ttion
(3)
Comp-
action
(4)
Compre-
ssible
(5)
Odor
(6)
Water
Content
(7)
Foreign
Content
(8)
Remar
Oy
2".
pup
'&NAM
(1)rzD
Lmc;
54*jr?
We_
VIZY
V
a
loY s/2
I
.
SSu
Co2"
(D2"
-12"
I
to eh/t
IoY2/4/1
IoYe/5/t
I
I
I
i
S,m.
PGFRF
22"
85"
toYa/2/I
T
-Y_
1
SM
I
)J
L W
TTTA.
ylL_f
U S-
(go
c2 Q
V. is,
GTO-W
U 0 W
iMr-
or—
S
Ury
µ4--G
9�'
u
I
(i) Sand, silt, clay, loam, muck, gravel, cemented material, peat, humus, lumpy content,
gumbo, marl; shell rock, coquina, hardpan or combinations of above -
(2) Color: Indicate each change
(3) Gradation: Fine, medium, coarse or any combination _
(4) .Compaction: Loose, firm, dense, well compacted y
(5) ompL re s ble: Compare with sand, clay, organic material, spongey
(6) Odor. Smell each change in strata
(7) Water Content: Very dry, dry, slightly moist, very moist, saturated, dripping wet
(8) Foreign Content: Scattered or dense pebbles, wood chips, saw dust, limbs, twigs,
roots, insects, shells (color), -lumps, clods
:..,:.Note: Is surface erosion noticeable? - _.... .
What pitch slopes (longitudinal. and transverse). are stable in area.

OWNER:
KURE
BEACH
I
I
I
I
11
I,l 1
lj l
k'I
6" x 8" R
DUCER
t:q
8-1
CH GV
1
_
SSMH-1, STA 0
37.20
II
RIM = 23.50, 5.
6' LT
-
INV = 17.70
CONNECT PRO OSED
CURBING TO
STING
C
SING
l r`
I
I
J 11
f II
lj I, I
32
28
24
20
16
12
8
V//
PROPOSED STORM MANHOLE
RIM = 23.00
INV - 18.03 (S)
PI STA = 2+20.10
0'59'56"
= 0'59'56"
Dc = 0'59'56"
Into
0
T = 50.00
0.r o
PI ST = 0+63.70
5
R= 5735.51
M
Ic = 1'50'55"
51 LF - 24" RCP
L = 100.00
U)
Do = 1*50,560
1.0
%, INV = 17.541
I
Dc = 1'50'56"
PROPOSED CATCH BASIN
T = 00
5
Q
WITH INLET PROTECTION
RD CL STA 2+96.78, 19.32 LT
R = 3 98.97
114
- 24" RCP
T/G = 23.98
L= 9 99
00.3x
INV= 20.38
7
LF - 24" RCP
PROPOSED MANHOLE
00.3 9"
I RD CL STA 1+77.44, 19.65 LT
N
T/G = 24.00
D
29 LF - 18" R P
PROP
D CATCH BASIN
=
INV 19.17�
A
00.3 .
WITH
ET PROTECTION
1
0.45, 12.00 LT
jSTA
8-INCH 90' B D
T/G
3.28
STA 0+88 99
INV =
1 .40
0
21.34 T
_.. w
126 L.F. 8_� 00.47.
8-INCH 45' 1
PROPO ED CATCH BA N STA 1+49.96
13 - 45' BEND
WITH I LET PROTECTIO 16.65 RT
1
STA 0+88.99
RD CI TA 1+38.60, 1 .70 RT
14.95 LT
T/G = 23.15
INV = 9.60
PROPOSED CATCH BASIN
WITH INLET PROTECTION
8-INCH 5' BEND
CL STA 99.94, 19.92 RT
STA 1+3 .17
T/G = 23.10
I
26.08 RT
INV = 19.49
;
8-IN^H 0' BEND
8-INCH 45' BEND
STA 1+3 .67
STA 0+99.95
I 33.47 RT
25.98 RT
(
Q
8" x 8" TEE
STA 0+99.26
30.70 RT
GV
37 '_F - 15" RCP
4 0.3 % o
I'+
z
n
ai
O ;
' 37 LF - 18" RCP
0 0.3 %
IPROPOSED CATCH BASIN
WITH INLET PROTECTION
RD CL STA 3+35.42, 19.32 RT
T/G = 24.21
INV 20.49
29 LF - 15" RCP
00.3 % _
F. PVC ®�
233
38 s - KUR UNES [5\NE
i w w
FIRE YDRANT, 6" GV WATER SERA E
8" 8" TEE 8" x " TEE & SEWER SE VICE
STA 3+47.59 STA. +64.92 (TYP.)
18.3 RT C. H E CAP = 26.30
2 - 8-INCH GV SSMH 3, STA 5+47.92
24" RCP PROP SED CATCH BASIN RIM = 24.6E, 5.37' LT
0 0.83 % WITH I LET PROTECTION INV = 15.65
RD CL STA 3+34.48, 12.0 RT
a TIG = 24.85
-+ INV = 0.58
r STA 3 16.10 KURE DUNES LANE _
B STA 0 00 ANCHOR WAY
N SSMH-2, STA 3+14.90
+ RIM = 24.44, .61' LT
Jo INV = 16.58
O 5 '15"E
S79
582.38ft
'1
411,
�1
~l
Nib .....
1I {
PI STA = 6+25.74
Ic =
9'14'41"
Do =
19'05'55"
Dc =
1911`17"
T =
24.26
R =
300.00
L =
48.41
wH POINT IN ROAD
6
STA +76.07
CL ELEV = 26.57
1+ 55 FT TRANSIT
L
85
so v
$
260 L.F.
w
w
~
EXSSMH-1, STA 8 7.20--�
n
RIM = 24.44, 4.28' LT
INV = 14.00 (FRO SSMH-3)
11
11
EXISTING INV = 11. 5
+
(NOTE, EXISTING R ELEV
+
+
IS 23.66 RIM MUS BE
RAISED 0.62 FT)
C NNECT
TO EXISTING 8-INCH TERMAIN
_
8 INCH GV
rg'52' 5"
N70 2'00'W
40.0 It
190.0Oft
t31.ts� "W
N87'05
STA = 8+35.84
IPI
Ic
17-34'45"
Do
= 1T43'03
Dc
= 17'4723"
-`-T=-,OAA- -_
R =
323.37
L =
99.21
W
n
RECHAF;E TRENCH
Go/
SEE DE (AILS ON SHEET C-5
In 'a
/
z�
ZONE -I PROPOSED CATCi BASIN (SEE DETAIL SHEET C-5) WITH INLET PROTECTION
to RD CL STA 8+1345. 13.84 LT
T/G = 24.03
INV = 21.00
INV = 22.00 (IN% OUT)
24 LF - 15" RCP
0.83 %
NOTE: ALL STORMWATER RUNOFF IN EXCESS OF THE
10-YR, 24-HR STORM SHALL RUN ALONG THE CURB
INTO THE DRAINAGE SYSTEM IN PHASE II WHICH WILL
DIRECT THE STORMWATER TO THE WET POND
IN PHASE III.
VPROPOSED CATCH BASIN
W n-I INLET PROTECTION
Re CL Sl-A 8+20.27, 13.84 RT
T, G = 23.93
1111 21.20
INrLUDEf1 IN PREVIOUSLY
ITTE.' Ph 11 CALCULATIONS
36
32
n
rn
;CD
VPI SA=7+0
ri
<
'a
+
;M
VPI E
= 26.80
Cq
:N
o
N
N
CURV4
LEN = 100.00
GooIt
' II
;W
E
ISTING GROUND SURFACE
a
,a
F
w
SMH-3
TA 5+4T 92
W
w
28
i-1 I STA 0+37.20
�
>
RIM =
24.44. 2.
1 LT
Him 25
EX
SMH-1, S
A 8+07.20 w
4, 4.28 LT
_
= 23.50, 5.56' LT
IM = 24.
0.59%
2.2
`
_. - ---
24
-0 9'
15" F
Cp
O
18"
RCP
5" RCP
(6
to
-
,q
WATER
I
-
n
N
20
w
p
0 N
8"
PVC WATER MAIN
. M
II
278 L.F.
8 PVC
0.4%
_.
a
a. w
o_ � a INV= 17.
0
INV = 1
233 L.F. B' PVC 0
0.4%
16
m M
VPI STA
1+22
.58
26o
,.
VPI EL =
23.34
CURVE L
N = 150.)0
INV
15.65
N N I I 04 04 I I I N
0+00 1+00 2+00 3+00
4+00 5+00 6+00 7+00 8+00
12
ASSOCIATES
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
P.O. BOX 22
KURE BEACH, N.C. 28449
[phone]
PROJECT:
PHASE IV
KURE DUNES
W
WK
Engineers
DICKSON
Planners
Surveyors
3177 WRIGHTSVILLE AVENUE
WILMINGTON, NC 28403
(910) 762- 4200
Raleigh, NC Asheville, NC
Columbia, SC Charlotte, NC
Atlanta, GA Hickory, NC
DRAWN BY: DED
CHECKED BY: DIED
DATE: 4/28/97
SCALE: 1 "=40'
REVISIONS
NO,
DATE
DESCRIPTION
BY
1
4/28/97
ISSUED FOR NCDWQ PERMIT ONLY
MNH
2
9/15/97
REVISIONS PER NCDWQ
MNH
3
12/23/97ISSUED
FOR KURE BEACH
MNH
APPROVAL ONLY
4
1/19/98
REVISIONS PER KURE BEACH
MNH
ENGINEER'S COMMENTS
5
5/7/98
CHANGED LAYOUT TO SINGLE
MNH
FAMILY, MODIFIED SEWER &
CHANGED 30" RCP TO 24" RCP
SHEET TITLE
KURE DUNES LANE
PLAN/PROFILE
PROJECT NO. 9611
SHEET NO.
C11=11112
R:\9611\9430\RCP01012.DWG
1 +00

OWNER:
PROPOSED STORM DRAINAGE
SEE SHEET C-2
I
8" x 8" TEE
' W
SCALES: z
1" =40' HOR Q
J
1" =4' VIER
z
0
32
pAi
24
20
II q
J
V) a
CL
0
O m
m
PROPOSED STORM DRAINAGE
SEE SHEET C-2
169 S.Y. CLASS B RIPRAP
INVERT = 17.04
ANCHOR WAY s
M M
SSM STA 1+55.44
5.71 RT
8-INCH 45' BEND RIM = 25.71
STA 0+27.72 INV = 21.00
18.23 RT
8-INCH 45' BEND
STA 0+20.96
24.96 RT
I INCH BEND
STA 0+20.0.95 5
31.59 RT
1-INCH BACKFLOW PREVENTER
ZURN/WILKINS MODEL NO. 975XL
W/ ENCLOSURE MANUFACTURED
BY BIRCHFIELD ENTERPRISES, INC.
MODEL NO. A-30S
N I W
TOP OF CATCH BASIN = 18.15
2" CONTROL PIPE ORIFICE INVERT = 17.00
OUTLET PIPE INVERT = 16.10
46 LF 15" RCP
56 S.Y.
RIPARP
PROP ED STORM MANHOL
RD CL TA 3+36.60, 141.1 LT
RIM = 2.50
INV = 1 .06
60AR150 LF - 24" RCP O 0.3%
INV
PROPOSED STOR
RD CL STA 4+92.2
F
SSMH-5, STA 4+00.294.35 RTRIM 23.02
INV 17.75
20 L.F. 8" DIP1.33%
WATER SERVICE
& SEWER SERVICE
(TYP•)
,6a �F
HIGH POINT IN
5 STA 6
RD CL
ELE ELEV 5 V =
1-INCH WA R METER
CIRCULAR
Ic = 28'25'37"
Do 22*19'36:
Dc = 22'28'14
T
R = 256.62
L = 127.32
M� L 86 LF 24" RCP \
O 0.3%
PROP ED STORM MANHOLE
RD CL S 4+08.28, 8.89 RT
RIM = 22.09
INV = 15.66
PROPOSED STOR MANHOLE
RD CL STA 3+22. 1, 8.42 RT
RIM = 23.83
INV = 15.46
FIRE HYDR NT, 6" GV
8" x 6" TE
STA. 2+38.
C. HOSE CAP = 27.86
VPI 1SIA = Z+Mt)
VPI JEL = 27.00
CURIVE LEN=1300.00
20 r.F. 8"
O 1.
O 0.379.
PROPOSED STORM MANHOLE
PROPOSED STORM MANHOLE
RIM = 20.75 +Y.t 1to9.5 - I RIM = 18.00 / 1 } ;
INV = 15.93 Rlt,i 5- INV =`14J9
{
w` \ \
PROPOSED STORM MANHOLE 4Nttp i 0i FJU r y
140 LF 15" RCP RIM = 18.50 ^..�-�h;� e�.ll_DIN-.,,,,y���yr�
INV = 15.03 t r
,1 59 LF 15" RCP
00.3% r' iR.I
-+8
w '•" IttiV t, t - 4r' ',IINY.
ROPOSED CATCH BASIN ^
!LINE I YNE / /
WITH INLET PROTECTION is f ,1 } / ✓ jj 2
nr? rF:t I. 0, / ( R� MnW' i H. P`' o�
RD CL STA 5+43.47 N 701 FO
T/G10. 5 LT i 1 P`'a,rrifr'i011p!`.11'H.FI",4N I ' k'r.•`\ / - ,ti' 61_R
1 INV = 162
6.12 \___,
%
MANHOLE `'1 ��� I } �� ��. i`ll i'' �.P.y•, ! b„ r '•�� elkt� 1-14:
17.78 LT -
- 20 L.F. 8" DIP F / 8 LF 15" RCP O 0.3%
20.55
= 15.51 O 0.4% � I N :�� ` _ __ � `�'• ,, CONNECT TO EXISTING
CATCH BASIN
2� u�, INVERT = 14.76
_ 1_F Ph71 t t �,�„<,., iE�'' '`i� IN" aJ 1- r
41 L.F. 8" OVC �( V TL - IN .(� 11 a SANI tt 94 le
;e`tlec,
132 L. 8" VG 0 2.46% tN J
1
CLEAN n F
P
VjE1 C.'.;; ( rr I�0 r ,i
131 LF 18" RCP I ! I! ! "�
I f l,FdDcR yr .!IINr. INV.
O 0.3%
SSMH-6, STA 5+32.95 > G!_4 AN �F
1.17 RT it IrSE JrlrR ', .Fd
8-INCH 11. 5' BEND RIM = 19.72 (AI R ,g't•'Fa, I I I I / 610i< /
STA 4+62.1 INV = 14.50 + NC 5 % 'F� I / / , 14c' /
20.68 RT U I 15ti?P
55..
=, F
a.
22 LF 18" RCP
8-INCH 11.25' BEND O 0.3%
STA 4+13.26
19.05 RT PROPOSED CATCH BASIN
WITH INLET PROTECTION I
RCULAR RDGCL STTAG2+43.34, 10.�5 RT_ J
0 = 2918 28" INV 16.05
CONNECT TO EXISTING END OF ANCHOR WAY
'p a = 18'43'39" LENGTH EQUALS APPROX. 20 FEET
r D = 18'48'43" CONNECT TO EXISTING 8-INCH WATERMAIN
T = 80.00 8-INCH GV
a,rt pr,
R 305.94 t.a.6. 165
x
ap L 156.50
02' '40"W
140. 1t
NOTE: WATER MAIN TO BE DUCTILE IRON PIPE FROM
STA. 4+07 TO STA. 5+50.
It
7
32
28
M,I
20
INV =
17.75
"r
8 pVC
i
R
P
16'
16
211
CL
A 0+00
ANCHOR WAY =
4" RCP
CL
A 3+14.
3 KURE DUNES LANE
56 L.F
8" PVC
1.33%
ELEV
22.66
INV = 14.50
LO
20 L.F. B" DIP O 0.47
N
41 LF. 8" PVC 40
0.4%
12
12
INV OUT
14.26
IIIV
= 12.7
II
VPI STA = 5+00
ra
II
J
VPI EL 19.90
n
w
CURVE LEN = 120.00
ro
¢i
LO
II
_m
II
8
8
rn
w
WW
4
Ui
2+00
Id
N
N
4+00
N
I
VA. 1111
8+00
4
KURE BEACH
ASSOCIATES
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
P.O. BOX 22
KURE BEACH, N.C. 28449
[phone]
PROJECT:
PHASE IV
KURE DUNES
WK
Engineers DICKSON
Planners
Surveyors
3177 WRIGHTSVILLE AVENUE
WILMINGTON, NC 28403
[phone]
Raleigh, NC Asheville, NC
Columbia, SC Charlotte, NC
Atlanta, GA Hickory, NC
DRAWN BY: DIED
CHECKED BY: DED
DATE: 4/28/97
SCALE: 1 "=40'
REVISIONS
NO.
DATE
DESCRIPTION
BY
1
4/28/97
ISSUED FOR NCDWQ PERMIT ONLY
MNH
2
9/15/97
REVISIONS PER NCDWQ
MNH
3
12/23/97ISSUED
FOR KURE BEACH
MNH
APPROVAL ONLY
4
1/19/98
REVISIONS PER KURE BEACH
MNH
ENGINEER'S COMMENTS
5
5/7/98
CHANGED LAYOUT TO SINGLE
MNH
FAMILY, REVISED SEWER, AND
ADDED 1-INCH BACKFLOW
PREVENTER & 1-INCH
WATER METER
SHEET TITLE
ANCHOR WAY
PLAN/PROFILE
PROJECT NO. 9611
SHEET NO.
C-3
R:\9611\9430\RCP01012.DWG
1 +00
1 +00
3+00
I
6+00

OWNER:
KURE BEACH
--
VPI STA
3+15.7
VPI EL =
27.83
36
36
CURVE L
N = 75.0
HI H
POINT
F EXISTING PAVEMENT
STk
3+10. E
EV 27.63
32
32
END
OF EXISTING PAVEMENT
STA
3+37.79.
a
EX
iSTING SU
FACE
ELEV
27.24
m
a
28
28
1.46
0
---....ea
w
_
CL
STA 1+2
.19 KURE. DUNES LANE _
CL
STA 4+94.47
SANDMAN DRIVE
24
24
E
V 23.51
Co
n
+
ao
N
to
N
Cq
1':+
a?N"
J
H
J
20
20
W
J
D
0-
w
D
>
Y
16
16
12
12
o
n
8
N
N
N j
8
ff 0+00
1+00 2+00
3+00
4+00
5+00 6+00 7+00 8+00 9+00
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
P.O. BOX 22
KURE BEACH, N.C. 28449
[phone]
PROJECT:
PHASE IV
KURE DUNES
W WK
Engineers OICKSON
Planners
Surveyors
3177 WRIGHTSVILLE AVENUE
WILMINGTON, NC 28403
[phone]
Raleigh, NC Asheville, NC
Columbia, SC Charlotte, NC
Atlanta, GA Hickory, NC
DRAWN BY: DIED
CHECKED BY: DED
DATE: 4/28/97
SCALE: 1
REVISIONS
NO.
DATE
DESCRIPTION
BY
1
4/28/97
ISSUED FOR NCDWQ PERMIT ONLY
MNH
2
9/15/97
REVISIONS PER NCDWQ
MNH
3
12/23/97ISSUED
FOR KURE BEACH
MNH
APPROVAL ONLY
4
1/19/98
REVISIONS PER KURE BEACH
MNH
ENGINEERS COMMENTS
5
5/7/98
CHANGED LAYOUT TO SINGLE
MNH
FAMILY
SHEET TITLE
ANCHOR WAY EXTENSION
PLAN/PROFILE
W/ POND DIMENSIONS
PROJECT NO. 9611
SHEET NO.
C-4
R:\9611\9430\RCP01012.DWG
__T_ ___ __. -

A�I II
II II
---J U
SILT BARRIER FENCE SECTION A - A
N.T.S.
PLAN VIEW
La
NOTES:
La=LENGTH OF APRON
d=DEPTH OF RIPRAP 12" TREVIRA SPUNBOUND TYPE S-1115
OR APPROVED EQUAL FILTER FABRIC
SECTION A -A
N.T.S.
1-INCH STORAGE ELEV. = 18.15
3:1 SIDESLOPE
TOP OF BANK ELEV 22.0
CAST IRON FRAME
AND GRATE A
1-INCH STORAGE ELEV 18.30
LEVEL ACROSS TOP ELEV 17.25 I- -L 10 FT _ _ NORMAL POOL ELEV 17.00
NORMAL POOL ELEV 17.00 _ _ _ _ _ _
ELEV 16.25
3:1 SIDESLOPE
6:1 SIDESLOPE 3:1 SIDESLOPE
BEGINS AT ELEV 16.25 AND
ENDS AT ELEV 17.25 FORE BAY BERM ELEV 17.00
TT M LEV 12 50 POND BOTTOM
BO 0 E Q
NORMAL POOL EL. 17.00
00 15" RCP BOTTOM ELEV 11.00 Q
IE 16.10
OUTLET CONTROL PIPE
2" PVC PIPE TYPICAL POND X-SECTION
CASTIRON FRAME & COVER
,: a.... N.T.S.
PRECASE BOX (24" X 24") ZE' a
COVER SHALL BE FLUSH WITH
NOTES:
GROUT
6" EXTENDED BASE
1. CATCH BASIN BASE SHALL BE PRECAST
CONCRETE RINGS MAY BE USED
TO BRING
FRAME AND COVER UP
TO GRADE
CONCRETE AND CONFORM TO ASTM C-478.
(NOT -TO -EXCEED 12"
IN HEIGHT)
2. OUTLET CONTROL PIPE SHALL BE 2 INCH
SHC-40 PVC PIPE W/ 45' BEND
3. FRAME & GRATE SHALL BE DEWEY BROS.
NO. CH-BN-3A
OUTLET
CONTROL DETAIL
NOTES:
N.T.S.
1.MANHOLES SHALL BE PRECAST CONCRETE
AND CONFORM TO ASTM C-478.
2.MANHOLE FRAME AND COVER SHALL BE
DEWEY BROS. MH-RCR-2001 OR
APPROVED EQUAL.
e
3.MANHOLE STEPS SHALL BE
POLYPROPYLENE ENCAPSULATED STEEL
NOT LESS THAN 10-INCHES WIDE
50 FT R/W
CONFORMING TO ASTM C-478.
4.PIPE CONNECTIONS SHALL BE RESILIENT
_
CONNECTORS CONFORMING TO ASTM C-923.
11' 2' 24' 2' 11
1/2" PER FT 1/4" PER FT 1/4" PER FT 1/2' PER FT
SLOPES= 3:1 SLOPES= 3:1
MODIFIED VALLEY CURB 6" ABC & 1-1/2" 1-2
TYPICAL ROAD
N.T.S.
GROUND
SEE PROFILE
FOR RIM ELEV.
h
2'-8" TO 5'-4"
1'-4" TO 4'-0"
VARIES SEE PROFILE
1'-4" TO 5'-4"
6" 6"
PRECAST MANHOLE
N.T.S.
W Z
(n J
NOTE:
FRAME AND GRATE TO BE
DEWEY BROS. CH-BN-3A
GRILL CATCH
BASIN
N.T.S.
ELEV 22.0
ELEV 17.25
6:1 SIDESLOPE
BEGINS AT ELEV 16.25 AND
ENDS AT ELEV 17.25
8" 2,
8" 2 -0" MIN.
CONTINUOUS
CONCRETE COPING
8"
3/4" CEMENT
PLASTER TYP.
ALL SIDES
INLET OUTLET
PIPE
PIPE
' ..�'.. . "�..'I'.
SECTION "A -A"
w ef
a i �
2.5 PT
MIN. 2.0 FT
5.0 FT
2.5 FT
VARIES AS DIRECTED BY ENGINEER (10' MAX.)
TOP STRAND MIN. #10 GUAGE 12" PERFORATED CAP
STAY WIRES MIN.
4.0 FT
1.25 FT
FILTER FABRIC WRAP W/ 2'
LAP, MIRAFI 140N OR EQUAL
#12-1/2 GUAGE
RECHARGE TRENCH
3.0 FT
+ -�
LINE WIRES MIN.
#12-1/2 GUAGE
12" FABRICATED ALUMINUM TEE
N0. 57 WASHED STONE
INV ELEV 22.00
12" PERFORATED CORRUGATED ALLUMINUM
0.75 FT PIPE W/ 12" FILTER FABRIC OVERLAP
/x
SECURE W/ STRAPS
j
\//
12" FABRICATED ALUMINUM ELBOW
/j
BOTTOM STRAND MIN. #10 GUAGE\�
/\
10.0 FT
/\\
�\
12" ALUM PIPE
T/G ELEV = 24.03
INV 22.00
NOTE: DEEPEST ELEVATION OF TRENCH SHALL
RECHARGE TRENCH BE ELEVATION 21.50.
PERFOREATED END CAP
%\
//\
SEE DETAIL THIS SHEET
N.T.S.
STEEL OR WOOD POST 7 � �\
�
� INV 22.00
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4, WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN 09 WIRE STAPLES
1-1/2" LONG
GROUND
H
to
0
a
0
0
3
N.T.S.
RIC
BY
PLAN
�1
N.T.S.
C..
INV 21.00
SECTION A -A
e
12" x 12" OPENNING
W/ NO. 57 STONE
3/4" DIA. HOLES
TYPICAL FULL CIRCLE
8 - 1/2" DIA. HOLES TO MATCH FLANGE
ON 12" CAP. USE 3/8" SS BOLTS W/
WASHERS EACH LOCATION
D
D a
�0000
a 00000
\0000/
0 000,
2" TYP
PERFORATED END CAP
N.T.S.
OWNER:
KURE BEACF
ASSOCIATES
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
637 FORT FISHER BLVD. N.
NORTH KURE BEACH, N.C. 28449
(910) 458- 4046
PROJECT:
PHASE IV
w WK
Engineers DICKSON
Planners
Surveyors
3177 WRIGHTSVILLE AVENUE
WILMINGTON, NC 28403
[phone]
Raleigh, NC Asheville, NC
Columbia, SC Charlotte, NC
Atlanta, GA Hickory, NC
DRAWN BY: DED
CHECKED BY: DED
DATE: 4/28/97
SCALE. 1 "=40'
REVISIONS
NO.
DATE
DESCRIPTION
BY
1
4/28/97
ISSUED FOR NCDWQ PERMIT ONLY
MNH
2
9/15/97
REVISIONS PER NCDWQ
MNH
3
11/3/97
REVISED RECHARGE TRENCH
MNH
4
12/23/97ISSUED
FOR KURE BEACH
MNH
APPROVAL
5
5/11/98
REVISED POND X-SECTION ELEVATIONS
MNH
SHEET TITLE
MISCELLANEOUS
DETAILS
PROJECT NO. 9611
SHEET NO.
C-5
R:\9611\9430\PRELPLAN.DWG

EXIST.
GROUN[.
ENNIS CLEANOUT COVER (EEVB001)
TOP OF COVER SHALL BE FLUSH WITH GROUND
CLEANOUT: 6" X 4' COMBINATION WYE,
4' DIA SCH. 40 STACK, 4' CLEANOUT
FITTINGS AND THREADED PVC PLUG.
6" SDR-35 TO SCHEDULE 40 ADAPTER
6" DIA. SCH. 40 PVC PIPE O 1/4" PER FT.
8" - 45 DEG. BEND (SDR-35)
— 8" X 6' WYE (SDR-35)
NOTE WHERE POSSIBLE, PROVIDE DUAL SEWER SERVICE WHICH INCLUDES 6-INCH
PVC SEWER LATERAL, 6" x 4' DOUBLE COMBINATION W/ 4-INCH PLUGS AND
4-INCH PVC CLEANOUT AND PLUG INCLUDING CLEANOUT CASTING BEDDED IN
STONE. USE 4-INCH SEWER LATERAL AND FITTINGS FOR A SINGLE SERVICE.
SEWER SERVICE LATERAL
N.T.S.
PLAN
BENDS
50'
6" MIN.
2" - 3"
COARSE AGGREGATE
12' MIN.
TEMPORARY CONSTRUCTION
ENTRANCE f EXIT
N.T.S.
- OR AS
DIRECTED Q,
WATER METER
(YOKE WHEN REQ'D)
WATER METER BOX
CURB STOP
3/4" CORPORATION STOP POLYETHYLENE SERVICE
SEE SPECS.
03 d
d �
d 1 ,
d A.
03 d" .
e.
4 .
SECTION X-X
BENDS & TEES
2-2 1/2" HOSE NOZZLES
4 1/2" PUMPER CONNECTION
FACE TO CENTER LINE
OF STREET OR PARKING LOT
WORD "WATER" ON COVER
C.I. VALVE BOX
GATE VALVE MIN. SIZE 6"
TURN RIGHT TO OPEN—
1" CC X CTS - COMP. CORP. STOP NOTE: 1—DUCTILE IRON PIPE
TAP INTO B" LINE REQUIRED ON ALL HYDRANT
BRANCH LINES
1
5
DUAL WATER SERVICE
N.T.S.
NOTE: PROVIDE DOUBLE SERVICE WHERE DIRECTED INCLUDING
1-INCH CORPORATION STOP WITH TAPPING SADDLE, 1-INCH
YOKE, 2-3/4" CURB STOPS AND TWO METER BOXES.
WATER SERVICE DETAIL
N.T.S. D
� 4 4
n 4 �
d
4 1. 7
V is
� n 4
X� PLAN
TEES
11
) v
to v
U p
T
1
0
4
2'- 0"
STANDARD CURB SECTION
TYPE "D"
N.T.S.
SIZE
a BEN B
9A
450 BE BS
A
22 A1/2 BEBNDS
A TEES B
CPLUGSD
6"
16"
10"
9"
10"
6"
8"
10"
12"
10"
21"
8'
22"
13"
12"
13"
8"
10"
13"
16"
112"
29"
10"
26"
17"
14'
17'
10"
13"
16
20
14"
36"
12'
29"
21"
16"
21"
11"
16"
18"
24"
16"
41"
14'
35"
24"
19"
24"
12"
20"
22"
27"
18"
48"
16"
38"
27"
21"
27"
12"
24"
24"
30"
20"
54"
NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer.
All bearing surfaces to be carried to undisturbed ground.
PLAN & ELEVATION
PLUGS
STANDARD THRUST BLOCK
FOR WATER MAINS
N.T.S.
HYDRANT /-3/4" GALVANIZED RODS
0
FULL 18' JOINT
6" PIPE
0
r
MAIN
O
HYDRANT TO
SECTION OR HYDRANT LUGS
HAVE BREAK TIE BOLTS RETAINER CLAMP
REMOVABLE
BARREL
JOINT RESTRAINT
BURY LINE FLUSH WITH
HYDRANT TO 1ST FULL JOINT OF PIPE
I
FINISH GRADE
W
a
I
>-
Or
m
DRAIN
ONCRETE PAD
15"X15"X6"
FIRE HYDRANT
N.T.S.
CASTING
4" BASE
15"
JOINT RESTRAINT
HYDRANT TO MAIN TEE
3/4" TIE BOLTS
HYDRANT JOINT
N.T.S.
2" ASPHALT
8" BRICKS
CASTING SHALL BE:
DEWEY BROS. NO, MH—VA-1 2"0 2" x
' MINIMUM AVERAGE WEIGHT c
RING 96 LBS. m .p
COVER 40 LBS. CONCRETE b Z
12
.: --1 12 .:
11"
TYPICAL DETAIL
MONUMENT CASTING AND BASE
N.T.S.
SEEDING MIXTURE RATE (LB/ACRE)
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
COMMON BERMUDAGRASS 10
GERMAN MILLET 10
SEEDING DATES: APRIL 1 - JULY 15
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 3000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 500 LB ACRE 10-10-10 FERTILIZER
BERMUDAGRASS MAY BE REPLACED WITH 5 LB/ACRE CENTIPEDEGRASS
PERMANENT SEEDING
WINTER AND EARLY SPRING
SEEDING MIXTURE RATE (LB/ACRE)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY
COVER IS NOT TO EXTEND BEYOND JUNE.
SEEDING DATES: DEC 1 - APRIL 15
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 750 LB ACRE 10-10-10 FERTILIZER
w
W
z
a
SUMMER FALL
SEEDING MIXTURE RATE (LB/ACRE) SEEDING MIXTURE RATE (LB/ACRE)
GERMAN MILLET 40 RYE (GRAIN) 120
SEEDING DATES: APRIL 15 - AUG 15 SEEDING DATES: DEC 1 - APRIL 15
APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH APPLY 4000 LB/ACRE GRAIN STRAW FOR MULCH
APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE APPLY 2000 LB/ACRE GROUND AGRICULTURE LIMESTONE
APPLY 750 LB/ACRE 10-10-10 FERTILIZER APPLY 1000 LB/ACRE 1D-10-10 FERTILIZER
TEMPORARY SEEDING
OWNER:
KURE BEACH
ASSOCIATES
KURE BEACH
NEW HANOVER CO.
NORTH CAROLINA
637 FORT FISHER AVENUE
NORTH KURE BEACH, N.C. 28409
(910) 458- 4046
PROJECT:
PHASE IV
KURE DUNES
W WK
Engineers DICKSON
Planners
Surveyors
3177 WRIGHTSVILLE AVENUE
WILMINGTON, NC 28403
[phone]
Raleigh, NC Asheville, NC
Columbia, SC Charlotte, NC
Atlanta, GA Hickory, NC
DRAWN BY: DIED
CHECKED BY: DIED
DATE: 2/18/97
SCALE: 1 "=40'
REVISIONS
NO. DATE DESCRIPTION BY
1 10/9/96 FINAL DESIGN - NOT RELEASED HSR
FOR CONSTRUCTION
2 3/14/97 PER NCDWQ COMMENTS MNH
3 12/23/97 ISSUED FOR KURE BEACH MNH
APPROVAL
4 1/19/98 REVISIONS PER KURE BEACH MNH
ENGINEER'S COMMENTS
5 5/8/98 ADDED DUAL WATER SERVICE MNH
SHEET TITLE
MISCELLANEOUS
DETAILS
PROJECT NO. 9611
SHEET NO.
C111111111111115A
R:\9611\9430\PRELPLAN.DWG
SHEET TITLE
MISCELLANEOUS
DETAILS
PROJECT NO. 9611
SHEET NO.
C111111111111115A
R:\9611\9430\PRELPLAN.DWG