SW8010706_HISTORICAL FILE_20051011

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 U10-lU�o
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Sp HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 cUo 51 o I I
YYYYMMDD

r (1.
t.. OF wArF90 Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
O Alan W. Klimek, P.E. Director
Division of Water Quality
October 11, 2005
Mr. D. Logan, Managing Member
DLBE Commercial Investments, LLC©
6740 Netherlands Drive, Suite F
Wilmington, NC 28405
Subject: Permit No. SW8 010706 Modification
Waterford Commercial Phase II & III (formerly Magnolia Business Park)
High Density Subdivision Stormwater Project
Brunswick County
Dear Mr. Logan:
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Waterford
Commercial Phase II & III (formerly Magnolia Business Park) on October 6, 2005. 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 010706 Modification, dated October 11, 2005,
for the construction of the project, Waterford Commercial Phase II & III.
This permit modifies Permit No. SW8 010706, issued November 21, 2001, and modified September 23, 2004 as
follows: (a) changes ownership from Waterford Commercial Investment, LLC to DLBE Commercial Investments,
LLC; (b) changes the project name from Magnolia Business Park to Waterford Commercial Phase II & III; (c)
changes the Lot configuration from 4 lots at 500,688 ft2 to 15 lots at 817,186 ft2 of impervious area; (d) increases
the drainage area from 15.24 acres to 23.3 acres; and (e) modifies the wet detention pond design.
This permit shall be effective from the date of issuance until October 11, 2015, and shall be subject to the
conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance
requirements in this permit. Failure to establish an adequate system for operation and maintenance of the
stormwater management system will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request
an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request
must be in the form of a written petition, conforming to Chapter 150E of the North Carolina General Statutes, and
filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such
demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Paul Bartlett, or
me at [phone].
Sincere
)%
Edward ec%�B
Regional Supervisor
Surface Water Protection Section
ENB/ptb S:\WQS\STORMWATER\PERMIT\0107O6Mod.octO5
cc: F. Comer Lyons, P.E., Cape Fear Engineering, Inc.
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Paul T. Bartlett, P.E.
Wilmington Regional Office
Central Files
North Carolina Division or Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Services-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.encstate nc us NQrthCaro/l/ina
1 An Equal Opportunity/AffirmativeAction Employer —50%Recycled/10%Post Consumer Paper Xatumll

State Stormwater Management Systems
Permit No. SW8 010706 Modification
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
D. Logan & DLBE Commercial Investments, LLC
Waterford Commercial Phase II & 111 (formerly Magnolia Business Park)
Brunswick County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H A 000 (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 October 11, 2015 and shall
be subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data. This permit modifies Permit
No. SW8 010706, issued November 21, 2001, and modified September 23, 2004
as follows: (a) changes ownership from Waterford Commercial Investment, LLC to
DLBE Commercial Investments, LLC; (b) changes the project name from Magnolia
Business Park to Waterford Commercial Phase II & III; (c) changes the Lot
configuration from 4 lots at 500,688 ft to 15 lots at 81 186 ft2 of impervious area;
(d) increases the drainage area from 15.24 acres to3 acres; and (e) modifies
23.
the wet detention pond design. �,I e) l;Le 4° *D
This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.5 on page 3 of this perrr�it. The subdivision is
permitted for 15 lots with a built-ypon area of 817,186 ft total. Overall impervious
area for the project is 865,570 ft . Each lot is allowed a maximum amount of built -
upon area, in square feet, as listed by Attachment A to this permit. The built -upon
area for the 15 lots of this project replaces the previously permitted lot allotment of
Lot 1 @ 202,855; Lot 2 @107,927; Lot 3 @110,431; and Lot 4 @79,475 ft .
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. All stormwater collection and treatment systems must be located in either dedicated
common areas or recorded easements. The final plats for the project will be
recorded showing all such required easements, in accordance with the approved
plans.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
5. The following design criteria have been permitted for the wet detention pond and
must be maintained in the system at all times:
a. Drainage Area, 9cres:
23.3
Onsite, ft :
1,014,948
Offsite, ft2:
Rerouted, per Engineer
b. Total Imperviqus Surfaces, ft2:
865,570
Lots, ft :
817,186
Onsite streets, ft2:
47,946
Other onsite, ft2:
438
C. Design Storm, inches:
1.0
d. Pond Depth, feet:
7.0
e. TSS Removal Efficiency, %:
90
f. Permanent Pool Elevation, FMSL:
23.0
g. Permanent Pool Surface Area, ft2:
40,336
h. Temporary Storage Elevation, FMSL:
25.4
i. Permitted Storage Volume, ft3:
103,931
j. Controlling Orifice:
3.0" ¢ pipe
k. Permitted Forebay Volume, ft3:
49,611
I. Receiving Stream / River Basin:
Jackeys Creek / Cape Fear
M. Stream Index Number:
18-77-3
n. Classification of Water Body:
"C Sw"
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in,
alter, or pipe any drainage feature
(such as swales) shown on the approved plans
as part of the stormwater
management system without submitting a revision to the permit and receiving
approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for the
entire lot, including driveways and sidewalks, does not exceed the allowable built -
upon area. Once the lot transfer is complete, the built -upon area may not be
revised without approval from the Division of Water Quality, and responsibility for
meeting the built -upon area limit is transferred to the individual property owner.
3. If an Architectural Review Committee (ARC) is required to review plans for
compliance with the BUA limit, the plans reviewed must include sidewalks and
driveways. Any approvals given by the ARC do not relieve the lot owner of the
responsibility to maintain compliance with the permitted BUA limit.
Page 3 of 9
i ,

State Stormwater Management Systems
Permit No. SW8 010706 Modification
The Director may notify the permittee when the permitted site does not meet one or
more of the minimum requirements of the permit or the stormwater rules. 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.
5. The permittee shall submit to the Director and shall have received approval for revised
plans, specifications, and calculations prior to construction, for any modification to the
approved plans, including, but not limited to, those listed below:
a. Any revision to the approved plans, regardless of size, including built -upon
area and stormwater management.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of the project area. The project area is
defined as all property owned by the permittee, for which Sedimentation and
Erosion Control Plan approval was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
6. The Director may determine that other revisions to the project should require a
modification to the permit.
7. The stormwater management system shall be constructed in its entirety, vegetated
and operational for its intended use prior to the construction of any built -upon
surface.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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.
10. Decorative spray fountains will be allowed in the stormwater treatment system, subject
to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent pool
surface.
b. Separated units, where the nozzle, pump and intake are connected by tubing, may
be used only if they draw water from the surface in the deepest part of the pond.
c. The falling water from the fountain must be centered in the pond, away from the
shoreline.
d. The maximum horsepower for a fountain in this pond is % horsepower.
11. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
12. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
13. Prior to transfer of the permit, the stormwater facilities must be inspected by DWQ
personnel, and determined to be in compliance with all permit conditions. Any items
not in compliance must be repaired or replaced to design condition prior to the transfer.
Records of maintenance activities performed to date will be required.
14. 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, catch basins and
piping.
g. Access to the outlet structure must be available at all times.
15. 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.
16. Prior to the sale of any lot, deed restrictions must be recorded which limit the built -
upon area per lot to the amount as shown on Attachment A to this permit. The
recorded statements must follow the form:
The maximum built -upon area per lot, in square feet, is limited to the amount
listed on Attachment A to Stormwater Management Permit No. SW8 010706
Modification, issued October 11, 2005. This allotted amount includes any built -
upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon
area includes, but is not limited to, structures, asphalt, concrete, gravel, brick,
stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
b. The covenants pertaining to stormwater regulations may not be changed or
deleted without concurrence of the State.
Alteration of the drainage as shown on the approved plan may not take place
without the concurrence of the State.
d. All runoff on the lot must drain into the permitted system. This may be
accomplished through a variety of means including: a piped collection system
which ultimately discharges into the stormwater facility; appropriate gradin g of the
lot such that the built -upon surfaces drain into the facility; or graded swales which
collect runoff and direct into the stormwater facility.
e. Each lot within the subdivision whose ownership is not retained by the permittee,
must submit a separate Offsite Stormwater Management Permit application
package to the Division of Water Quality and receive a permit prior to any
construction on the lot.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
17. A copy of the recorded deed restrictions must be submitted to the Division within 30
days of the date of recording the plat, and prior to selling lots. The recorded copy must
bear the signature of the Permittee, the deed book number and page, and
stamp/signature of the Register of Deeds.
18. 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.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel,
brick, stone, slate, coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
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 "Name/Ownership Change
Form" must be submitted to the Division of Water Quality accompanied by appropriate
documentation from the parties involved, such as a copy of the deed of trust. Other
supporting materials, such as a signed Operation and Maintenance plan in the case of
engineered systems, will also be required. The project must be in good standing with
DWQ. The approval of this request will be considered on its merits and may or may not
be approved.
2. The permittee is responsible for compliance with all permit conditions until such time
as the Division approves the transfer.
3. Failure to abide by the conditions and limitations contained in this permit may subject
the Permittee to enforcement action by the Division of Water Quality, in accordance
with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with any
and all statutes, rules, regulations, or ordinances which may be imposed by other
government agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action, including
those as may be required by this Division, such as the construction of additional or
replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing
of a request for a permit modification, revocation and reissuance or termination does
not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by the
Permittee for a minimum of ten years from the date of the completion of construction.
Permit issued this the 11th day of October 2005.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
ATTACHMENT A
IMPERVIOUS AREA PER LOT
WATERFORD COMMERCIAL PHASE II & III
Lot
Total Area, sq.ft.
Total Area, ac.
Impervious
Area, sq.ft.
Impervious
Area, ac.
% Impervious
2
30,928
0.71
26,572
0.61
85.9
3
129,809
2.98
110,642
2.54
85.2
4
93,654
2.15
79,279
1.82
84.7
5
30,492
0.70
26,136
0.60
85.7
6
63,162
1.45
54,450
1.25
86.2
7
43,124
0.99
37,462
0.86
86.9
7A
63,598
1 1.46
54,886
1.26
86.3
8
47,480
1.09
40,946
0.94
86.2
9
77,101
1.77
66,647
1.53
86.4
10
47,916
1.10
41,382
0.95
86.4
11
73,616
1.69
63,598
1.46
86.4
12
61,855
1.42
53,579
1.23
86.6
13
62,726
1.44
54,014
1.24
86.1
14
62,726
1.44
54,014
1.24
86.1
15
61,855
1.42
53,579
1.23
86.6
Totals
950,042
21.81
817,186
18.76
86.0
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
Waterford Commercial
Stormwater Permit No.
Brunswick County
Phase II & III
SW8 010706 Modification
Designer's Certification
Page 1 of 2
i, , as a duly registered in
the State of North Carolina, having been authorized to observe (periodically/weekly/full time)
the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best
of my abilities, due care and diligence was used in the observation of the project construction
such that the construction was observed to be built within substantial compliance and intent of
the approved plans and specifications.
The checklist of items on page 2 of this form are a part of this Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 010706 Modification
Certification Requirements: Page 2 of 2
1. The drainage area to the system contains approximately the permitted acreage.
2. The drainage area to the system contains no more than the permitted amount of
built -upon area.
3. All the built -upon area associated with the project is graded such that the runoff
drains to the system.
4. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting
of the system.
10. The permitted amounts of surface area and/or volume have been provided.
11. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, a
forebay, and the vegetated filter.
14. The overall dimensions of the system, as shown on the approved plans, are
provided.
cc: NCDENR-DWQ Regional Office
Delaney Aycock, Brunswick County Building Inspections
Jeff Phillips, Brunswick County Engineering
Page 9 of 9

. ,.
10/6/b�Af�—llcdeeef�er�r,`�i7O�ls'
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION:
1. Applicant's name (specify the name of the corporation, individual, etc. who owns the project):
DLBE Commercial Investments, L.L.0
2. Print Owner/Signing Official's name and title (person legally es
ponsible for facility and compliance):
D. Agent
Registered , Lo anRe A
g g S
3. Mailing Address for person listed in item 2
6740 Netherlands Drive Suite F
City: Wilmington State: NC Zip:
Telephone Number: [phone]
28405
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Waterford Commercial Phase II & III
5. Location of Project (street address):
City
Belville
County: Brunswick
6. Directions to project (from nearest major intersection):
Located along the north right-of-way on Hwy 17 at the Poole Road intersection
7. Latitude: 34012'56"
Longitude: 78001'23"
8. Contact person who can answer questions about the project:
Name: D.
11. PERMIT INFORMATION:
1. Specify whether project is (check one): New
Telephone Number: [phone]
of project
Renewal X Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the
existing permit number S W8 010706 And its issue date (if known) November 21, 2001
Form: SWU-101 Version3.99 Page I of

3. Specify the type of project (check one):
Low Density X High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404/401 Permit NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be treated in a wet detention basin.
2. Stormwater runoff from this project drains to the
3. Total Project Area: 23.3
5. How many drainage basins does the project have? 1
Fear
River basin.
4. Project Built Upon Area: 85.4 %
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Jacke s Creek
Receiving Stream Class
C Sw
Drainage Area
1,014,948 sf 23.3 ac.
Existing Impervious* Area
N/A
Proposed Impervious* Area
ja& 5_-(0 96G,844�f 19.9 ac.
% Impervious* Area total
85.4 %
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings
N/A
On -site Streets
47,946 sf (I. I ac.
On -site Parkin
N/A
On -site Sidewalks
N/A
Other on -site
817,624 sf I8.77ac.
F See -
Off site
N/A
Total: 865,5110 sf 19.9 ac.)
Total:
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
7. How was the off -site impervious area listed above derived? N/A
Form: SWU-101 Version 3.99
Page 2 of 4

IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS (see d"J)
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit number
as issued by the Division of Water Quality. These covenants may not be
changed or deleted without the consent of the State.
2. No more than ** square feet of anv lot shall be covered by structures or impervious materials
Impervious materials include asphab, gravel, concrete, brick, stone, slate or similar material but do not include wood
decking or the water surface ofswinuning pools.
** SeeW fquirentenl.
pu
3. Swales shall not be filled in, piped, or altered except as necessary to provide driveway crossings.
4. Built -upon area in excess area of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runofffrom outparcels or fitture development shall be directed into the permitted stormwater control
.system. These connections to the stornnvater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land , that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement form(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater and General Permits Unit at [phone] for the status
and availability of these forms.
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Low Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Supplement
Form SWU-109
Innovative Best Management Practice Supplement
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. The complete application package should be
submitted to the appropriate DWQ Regional Office.
Form: SWU-101 Version 3.99 Page 3 of

Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $420 (payable to NCDENR)
• Detailed narrative description of stormwater treatment /management
• Two copies of plans and specifications, including:
-Development/Project name
-Engineer and firm
-Legend
-North Arrow
-Scale
-Revision number & date
-Mean high water line
-Dimensioned property / project boundary
-Location map with named streets or NCSR numbers
-Original contours, proposed contours, spot elevations, finished floor elevations
-Details of roads, drainage features, collection systems, and stormwater control measures
-Wetlands delineated, or a note on plans that none exist
-Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
-Drainage areas delineated
-Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide information on you
behalf, please complete this section:
Designated agent (individual or firm): Cape Fear Engineering, Inc.
Mailing Address: 151 Poole Road, Suite 100
City:
Belville
State: NC
Phone: [phone] Fax: [phone]
VIII. APPLICANT'S CERTIFICATION
Zip: 28451
1, (print or type name ofperson listed in General Information, item 2) D. Logan r
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H. 1000.
Signature: � =Z. �— Date:
Form: SWU-101 Version3.99 Page 4of4

I of 2
INFORMATION PERTAINING TO DEED RESTRICTIONS
AND PROTECTIVE COVENANTS
In accordance with Title 15 NCAC 2H.1000, the Coastal Stormwater Management
Regulations, deed restrictions and protective covenants are required for High Density
Commercial Subdivisions where lots will be subdivided and sold. Deed restrictions and
protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility. The
following deed restrictions and covenants must be recorded prior to the sale of any lot:
The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 010706 MOD, as issued by the Division
of Water Quality under NCAC 2H.1000.
2. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the
express written consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not to �tt>ijb�
the concurrence of the Division of Water Quality.
OGT 06
6. The maximum allowable built -upon area per lot is as follows:
Lot
Total Area
Total Area
Impervious Area
Impervious Area
% Impe vious
(sq. ft.)
(ac.)
(sq. ft.)
(ac.)
2
30928
0.71
26572
0.61
85.9
3
129809
2.98
110642
2.54
85.2
4
93654
2.15
85000
1.95
90.7
5
30492
0.70
26136
0.60
85.7
6
63162
1.45
54450
1.25
86.2
7
43124
0.99
37462
0.86
86.9
7A
63598
1.46
47165
1.13
77.4
8
47480
1.09
40946
0.94
86.2
9
77101
1.77
66647
1.53
86.4
10
47916
1.10
41382
0.95
86.4
11
73616
1.69
63598
1.46
86.4
12
61855
1.42
53579
1.23
86.6
13
62726
1.44
54014
1.24
86.1
14
62726
1.44
54014
1.24
86.1
15
61855
1.42
53579
1.23
86.6
Total
950044
21.81
815186
18.71
These allotted amounts include any built -upon area constructed within the lot property
boundaries, and that portion of the right-of-way between the front lot line and the edge
of the pavement. Built upon area includes, but is not limited to, structures, asphalt,
concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
43

2 of 2
7. All runoff from the built -upon areas on the lot must drain into the permitted system. This
may be accomplished through a variety of means including: a piped collection system,
which ultimately discharges into the stormwater facility; appropriate grading of the lot
such that the built -upon surfaces drain into the stormwater facility; or graded swales
which collect runoff and direct it into the stormwater facility.
8. Each lot whose ownership is not retained by the permittee, is required to submit a
separate stormwater permit application to the Division of Water Quality and receive a
permit prior to construction.
I acknowledge and agree by my signature below that the information stated above will govern
stormwater controls for this development in so much as these controls may be subject to future
modifications of design and / or governing statutes.
Print name: D. Logan
Title: Managing Member
Address: 6740 Netherlands Drive Suite F, Wilmington, NC 28405
Phone: [phone]
Signature: -d ( /
Date: / U —( —ys
I, �� �. ooL(&,,,,�,a Notary Public for the State of /Vo7f% (3�✓n� A,
County of JBRuK)Sv_)fcs do hereby certify that �• LOGAAJ
personally appeared before me this 6n� day of &62.� , zaa,S ,and acknowledge
the due execution of the foregoing wet detention basin maintenance requirements. Witness
my hand and official seal,
�OTA4-
GO•
-*&aoo •
SEAL
My commission expires J u 1, 1 q, 2 004

4FCAPE FEAR
Engineering, Inc.
October 4. 2005
Paul T. Bartlett. P.E.
Environmental Engineer
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: 5tormwater Project No. 5W8 010.70G Modification
Waterford Commercial Phase II d III
Brunswick County
Dear Mr. Bartlett
Cape Fear Engineering has received the second request for additional information regarding the subject
development. In response, please consider the following.
Item # I : Plan sheet D-2 has been enclosed for your files. This sheet reflects the modified 5tormwater
pond cross-section and design elevations as requested.
Item #2: 5igne6 and notarized deed restrictions are enclosed.
I believe these additional documents complete the permit package for 5W8 01070GMOD and allow for
the subsequent permitting of Lot #8 at Waterford Commercial Phase II * III
Please let our office know if any further information is required prior to approval of the subject application.
51ncerely,
E. Comer Lyons
cc : Pile (660-01)
enclosures
151 Pooie Road, Suite 100 • 8elville, NC 28451 • TEL: [phone] • FAX [phone]
www.capefearengineerino.com
11 b,M106BM11AA. I AAI01,MW l uurl"I17RCUl tr Ill I'otl„II I).4.n:dne

P. 1
* * * COMMUNICATION RESULT REPORT ( OCT. 4.2005 10:45RM ) * * *
FILE MODE
---------------
234 MEMORY TX
TTI NCDENR WIRO
OPTION ADDRESS (GROUP) RESULT PAGE
----------------------------------------------------------------- 45OK P.
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SWEET
William G. Ross, Jr., Secretary
Date: 10/4/05 No, of Pages: 5 (Incl. Cover)
To: F. Comer Lyons From: Paul Bartlett
Company: Cape Fear Eng. Water Quality Section
Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 010706 Modification
Project Name: Waterford Commercial Phase it & III
MESSAGE:
Comer,
A Request for Additional Information is attached for the subject project, The original will
be mailed to Mr. Logan, and a copy will be mailed to you,

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor William G. Ross, Jr., Secretary
FAX COVER SHEET
Date: 10/4/05 No. of Pages: 5 (Incl. Cover)
To: F. Comer Lyons From: Paul Bartlett
Company: Cape Fear Eng. Water Quality Section -
Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 010706 Modification
Project Name: Waterford Commercial Phase II & III
MESSAGE:
Comer,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Logan, and a copy will be mailed to you.
ENB\ptb: S:\WQS\STORMWATER\ADDINFO\2005\010706MOD.oct05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

OF W ATF9 Michael F. Easley, Governor
William G. Ross, Jr., Secretary
co North Carolina Department of Environment and Natural Resources
p Y Alan W. Klimek, P.E. Director
Division of Water Quality
October 4, 2005
Mr. D. I. Logan, Managing Member
DLBE Commercial Investments, LLC
6740 Netherlands Drive, Suite F
Wilmington, NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 010706 Modification
Waterford Commercial Phase II & III
Brunswick County
Dear Mr. Logan:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Waterford Commercial Phase I I & III on September 21, 2005, and a revised application on
September 30, 2005. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater
reviex1elevation
Please provide a pond detail that illustrates the proposed temporary pool
and outlet structure overflow elevation at 25.4 ft. Attached is a copy of
/ the existing details from Tripp Engineering Drawing C2, approved by DWQ on
i p�b o November 21, 2001, for Permit No.SW8 010706 that can be revised to generate
the requested details.
V2.Please provide original, signed, and notarized Deed Restrictions and Protective
Covenants using the attached shell. In Section 6, referring to the previously
10/G 05 submitted table of Page 3A of 4 is sufficient.
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 11, 2005, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of
all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The
request must indicate the date by which you expect to submit the required information.
North Carolina Division of Water Quality 127 Cardlna! Drive Extension Phone [phone] Customer Servicel-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Interneth2o em state nc us
An Equal OpportunitylAffirmative Acton Employer— 50% Recycled/10% Post Consumer Paper
NNaoe Carolina
turally

Mr. D. I. Logan, Managing Member
October 4, 2005
Stormwater Application No. SW8 010706 Modification
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
SincQrely, �
1'�'ld 1, 7-/4,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:\WQS\STORMWATER\ADDINFO\2005\010706MOD.oct05
cc: F. Comer Lyons, Cape Fear Engineering, Inc.
Paul Bartlett

MIN.
.ir FOUNDATION
MATERIAL
ILE IRON PIPE
Ls
EMBANKMENT
/ 1 TED PLAN
VEGETATED SHELF TO BE PLAN
w11AN0 SPECIES, AS LISTED 0E1GY
7• x 1/B" BEARING BARS. FASTEN wi1H
GA�V. n/I GRATING — 4 x 1-1 ♦ x1/4 GALVANIZED
TYPE I CPS. ATTACH TO 1-1/ OUTLET STRUCTURE-7
ANGLL FWL MORTAR FRAME TO TOP /
POO(� i's�-p TOP OF �� �1
E� 27.0
POOL EL. 23.0
NORMAL F1 224
1 6
Z
MAIN POOL
20.0 1BOTTOM
L. 3 EL. 16.1
CENTER
fO BE PLANTED `NIV TMREE1 SO AR 1 PLANT `0
,WE
ES TYPES: COMMON E WILDRCNERRY
DOCK ON
^, ,
POND WEED
SEDGES O1.
36-RGP
I
I I
3 TEMPORARY
r -r
GRAVEL
�1 •, ^, IF.y FILTER
BOTTOIA 16.0
SECTION A - A
DETENTION POND OUTLET STRUCTURE
NTS
s;v8 0(0'70C
41

4FCAPE FEAR
Engineering, Inc.
September 30. 2005
Paul T. Bartlett. P.E.
Environmental Engineer
North Carolina Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: 5tormwater Project No. 5W8 01070G Modification =!—k
Waterford Commercial Phase II t III
Brunswick County
Dear Mr. Bartlett:
Cape Fear Engmeermg has received the request for additional information regarding the subject
development. In response, the 5tormwater Plan has been revised to address the five comments therein.
Responses are summarized as follows -
Item # I : The temporary pool elevation was previously 25.0 ft, as illustrated on the pond and outlet
structure that was approved November 2 1, 2001 for Permit No. 5W8 010706. 25.4 ft will
be the temporary pool elevation upon approval of this modification. Our calculations show the
pond can handle this additional water and the outlet modification was discussed and agreed upon
in our pre -submittal meeting.
Item #2: The storm drain schedule of invert and rim elevations was added to Drawing C-200.
Item #3: A separate plan was drafted illustrating the built upon conditions at the site
Item #4: A copy of the proposed deed restrictions per page 3A of the application is enclosed.
Item #5: The power line easement was not added to Drawing C-200 511`Ce it has been relocated to run
along U5 Highway 17 and no longer runs through the project boundary.
An additional item of merit that I would like to note follows. Lot #4 was originally permitted with an
impervious allocation of 79,475 561 ft. From the permit drawmgs approved 1 112 1 /01 , however, this lot
had a proposed impervious of approximately 85,000 sq ft For this reason, I have reduced the
impervious allocation to Lot #7A (the pond lot) and added this extra impervious to Lot #4, resolving this
issue. This change is reflected on page 3A of 4 (enclosed) and on the Built Upon Conditions drawmg
submitted herewith as Sheet 2.
1 believe that these changes address the 5tate'5 concerns. Please let our office know if any further
information is required.
Sincerely,
F Comer Lyons
cc : File (660-01)
enclosures
151 Poole Road, Suite 100 • Belville, NC 28451 • TEL: (910)3,53-1044 • FAX [phone]
www.capefearengineering.com
o vwA fi60-0Ib,d Ii ITOR%I W I amI][ RYhv Mlnmvu

Page 3A of 4 : Impervious Area Per Lot
Lot
Total Area
(sq. ft.
Total Area
ac.
Impervious Area
sq. ft.
Impervious Area
ac.
% Impervious
2
30928
0.71
26572
0.61
85.9
3
129809
2.98
110642
2.54
85.2
4
93654
2.15
85000
1.95
90.7
5
30492
0.70
26136
0.60
85.7
6
63162
1.45
54450
1.25
86.2
7
43124
0.99
37462
0.86
86.9
7A
63598
1.46
47165
1.13
77.4
8
47480
1.09
40946
0.94
86.2
9
77101
1.77
66647
1.53
86.4
10
47916
1.10
41382
0.95
86.4
11
73616
1.69
63598
1.46
86.4
12
61855
1.42
53579
1.23
86.6
13
62726
1.44
54014
1.24
86.1
14
62726
1.44
54014
1.24
86.1
15
61855
1.42
53579
1.23
86.6
Total
1 9500441
21.811
8151861
18.71
P:\660\660-01 \Admin\STORM WTR\impareaperlotbreakdown.xls

Page 3A of 4 : Impervious Area Per Lot
Lot
Total Area
(sq. ft.
Total Area
(ac.
Impervious Area
sq. ft.)
Impervious Area
(ac.
% Impervious
2
30928
0.71
26572
0.61
85.9
3
129809
2.98
110642
2.54
85.2
4
93654
2.15
85000
1.95
90.7
5
30492
0.70
26136
0.60
85.7
6
63162
1.45
54450
1.25
86.2
7
43124
0.99
37462
0.86
86.9
7A
63598
1.46
47165
1.13
77.4
8
47480
1.09
40946
0.94
86.2
9
77101
1.77
66647
1.53
86.4
10
47916
1.10
41382
0.95
86.4
P:\660\660-01\Admin\STORMWTR\impareaperiotbreakdown.xls

P. 1
u * * COMMUNICATION RESULT REPORT ( SEP.23.2005 4:09PM ) *
TTI
FILE MODE OPTION ADDRESS (GROUP) RESULT
---------------------------------------------------------------------------------
997 MEMORY TX 93831045 OK
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
23� �
t a��la r
NCDENR WIRO
PAGE
--------------
P. 5/5
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F, Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 9/23/05 No, of Pages: 5 (Incl. Cover)
To: F. Comer Lyons From: Paul Bartlett
Company: Cape Fear Eng. Water Quality Section -
Stormwater
FAX #; [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 010706 Modification
Project Name: Waterford Commercial Phase II & III
DWQ Stormwater Project Number: SW8 050909
Project Name: Waterford Commercial Lot 8
MESSAGE:
Comer,

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
FAX COVER SHEET
William G. Ross, Jr., Secretary
Date: 9/23/05 No. of Pages: 5 (Incl. Cover)
To: F. Comer Lyons From: Paul Bartlett
Company: Cape Fear Eng. Water Quality Section -
Stormwater
FAX #: [phone] FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 010706 Modification
Project Name: Waterford Commercial Phase II & III
DWQ Stormwater Project Number: SW8 050909
Project Name: Waterford Commercial Lot 8
MESSAGE:
Comer,
A Request for Additional Information is attached for the subject projects. The original
will be mailed to Mr. Logan, and a copy will be mailed to you.
/J
ENB\ptb: S:\WQS\STORMWATER\ADDINFO\2005\010706MOD.sept05
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
--I
September 23, 2005
Mr. D. I. Logan, Managing Member
DLBE Commercial Investments, LLC
6740 Netherlands Drive, Suite F
Wilmington, NC 28405
Subject: Request for Additional Information
Stormwater Project No. SW8 010706 Modification
Waterford Commercial Phase II & III
Brunswick County
Alan W. Klimek, P.E. Director
Division of Water Quality
L') c) �fr
w/s
Dear Mr. Logan:
The Wilmington Regional Office received a Stormwater Management Permit Application for
Waterford Commercial Phase II & III on September 21, 2005. A preliminary review of that
information Pas determined that the application is not compI t The following information is
needed to,c ntinue the stormwa er view: ✓rP�l Mp -
rif thyt�ernpora eva on. esupplement and calculations list
25. and 5.0 rated for the pond and outlet structure on Drawings C1
o� ( s et 1 of anC2 (shee 2 of 2) that were a roved Nov
r ��} ermit No.-SW8_010706. ase-revise e-pon detail pond -se o , andoulef
structure detail on the drawino .
P1ea�atld—a sto—Tm reschedule of invert and rim elevations to Drawing C-200.
3 l/Please provide a separate plan that illustrates existing conditions and built -upon
�2�i3lo area at the site.
11 4. Please provide a copy of the proposed deed restrictions for the new lot
4 / configuration per page 3A of the application to include all required conditions and
limitations.
5. �Kase add the power line easement to Drawing C-200.
'0(��o ( " Q�r 'a" I g"�� 0-"- lli "r V
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 September 30, 2005, or
the application will be returned as incomplete. The return of a project will necessitate
resubmittal of all required items, including the application fee.
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Servicel-877-623-6748 One
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2oenrstatencus NorthCarolina
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper y/�(ltuwll y

Mr. D. I. Logan, Managing Member
September 23, 2005
Stormwater Application No. SW8 010706 Modification
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance under
an approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and
is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Since ely,
Paul T. Bartlett, P.E.
Environmental Engineer
ENB/ptb: S:\WQS\STORMWATER\ADDINFO\2005\010706MOD.sept05
cc: F. Comer Lyons, Cape Fear Engineering, Inc.
Paul Bartlett

Page 1 of 1
North Carolina
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Secretary SECRETARY OF STATE
PO Box 29622 Raleigh, NC 27626-0622 [phone]
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Current -Active
5/7/2004
Domestic
NC
Perpetual
Logan, D 1
6740 Netherlands Drive /
Suite F ✓/
Wilmington NC 28405
6740 Netherlands Drive
Suite F
Wilmington NC 28405
6740 Netherlands Drive
Suite F
Wilmington NC 28405
Principal Mailing Address: No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
http://www. secretary. state.nc. us/Corporations/Corp. aspx?Pitcmld=6467750 . 9/22/2005

C200509800245
ITED LIABILITY COMPANY (LLC)
. Ivv UAL REF6ORT
NAME OF LIMITED LIABILITY COMPANY:
DLBE COMMERCIAL
STATE OF OReAmu ION: NC
f LLC
0724917
Date Filed: 5/17/2005 1:35:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C200508800245
SECRETARY OF STATE LLC. ID NUMBER: mm YEAR ENDING: 12 / 31 / 04
MOIRWOAY/YFAR
FEDERAL EMPLOYER IO NU MBER: 201172164
IF TM 16 THE INITIALANNUAL REPORT FILING. PLEASE COMPLETE THE ENTIRE FORM. IF YOUR %
LLCS INFORMATION W NOT CHANGEO SINCE THE PREVIOUS REPORT, PLEASE CIM THE BOX
ND ACOMPLETE LIE 8 ONLY.
1. REGISTERED AGENT 6 REGISTERED OFFICE MAILING ADDRESS:
—� - - --- - �- 3�13Fi.�._ (-_0.�,/h� �1�bUA-�(�►F,�l.Hu8E2
2. STREET ADDRESS AND COUNTY a REGISTERED OFFICE:
%?�l0 - F AJ e�eo-(a u & Dr
S. IF THE REGISTERED AGENT OMWO, 818NMTURE OF THE NEW AGENT:
SIGNATURE CONSTITUTES CONSENT TO THE APPOINTMENT
4. ENTER PRINCIPAL OFFICE ADDRESS HERE: ADDRESS -
5. ENTER PRINCIPAL OFFICE TELEPHONE NUMBER HERE: r 10 � g �, -) (? 5-
PLUM INCLUDE AREA CODE
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�y11FA1R�LAIET
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S. CERTIFICATION OF ANNUAL REPORT MUBT BE COMPLETED SY ALL LIMITED LIABILITY COMMNIES
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FORM MUBTBE SIGNED BY A MANAGER OF THE L.L.C. 11 DATE j
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TYPE OR PRAT NAME vTYPE OR PRINT TITLE
ANNUAL REPORT FEE: $20000 MAIL 70: SeaW ry o1 ShL • Coipon0one DIMon • Past ORIce Box M25 • RtldDh, NC TTB26-0526
oamc�

gagn
CAPE FEAR
'r�
Engineering, Inc.
151 Poole Boeq Suite 100
BeNille, NC 28451
TEL [phone]
FAX [phone]
www.capefearengineering.com
To:
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn:
Cameron Weaver
Transmittal
Date: 9-7-05
File: 660-01
Subject: SW8 010706
Waterford Commercial Phase II &III
Stormwater Modification
❑ As Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
❑ Sent via Mail ❑ Sent via Courier
Quantity
Drawing No.
Description
1
Stormwater Management Permit Fee (Check for $4,000.00)
2
Stormwater Management Permit Application
2
BMP Supplement (1 Wet Detention Pond: 2 Copies)
2
Design Narrative & Calculations
2
SETS
Plans- Final Design Not For Construction
REMARKS
Ate-
0
at � -y r DW
CC: o ✓ / Cape F r Engineedrig, Inc.
File (660-01)�l`6
,t t Signed
0 I I Omer LvQVs, P.E.
d
P\660\660-01Wdmin\STORMW R\trans DENR 9-7-05 doc

CAPE FEAR
Engineering, Inc.
September 9. 2005
Paul Bartlett, P.E.
Express Permitting
NC DENR-Wilmington
127 Cardinal Drive Extension
Wilmington, NC 25405-3845
Re: Waterford Commercial Phase II E III
5tormwater Express Permit Review
Existing Permit
Dear Mr. Bartlett
Thank you for taking the time to meet with Cape Fear Engineering on September 7" concerning the
subject express 5tormwater submittal. As a result of our conversation that day, certain changes have
been made to the overall permit modification transmitted herewith.
We have broken out an individual line item for impervious area to construct the double -lane, two-way
street shown on the plan. This impervious area is not reflected in impervious allocation to individual lots,y�
within the modified subdivision and may be built, partially or on whole, by the project owner ar�r,Vy l t ,
tenant(s). j'r���
In addition, we have returned the two existing lots. lying on the western edcje—of t ommeraal
subdivision and built under existing permit numbers 5W8 01070G and 5W8 04090� to their apparent
configuration and impervious allocations shown at the time of their permitting Furthermore, these lots
have been numbered in accordance with the original permit documents for consistency and ease of review.
Lastly, it is our understanding that the existing offsite permit for lot number three can remain valid by
submitting this modification as described above and we agree this perspective should streamline the
modification process and remove potential redundancy in the offsite permits.
Please contact our office if you have any questions or concerns.
51ncerely,
Y
Comer Lyons. P.E.
4...Xil' Y E�
SEP 2 Z005
j�Y: C) 0p3 'o(A
151 Poole Road, Suite 100 • Belville, NC 2e451 • TEL: [phone] • FAX: [phone]
www.capefearengineering.com
P«.nn,eeu.nlAAdm­�19 MdAlWIR% I I II � uVun, P RnMu 0-a.0:dn,

Q
Storm Water / Erosion Control
Design Narrative and Calculations
Subject:
Waterford Commercial
Phase II & III
Brunswick County, North Carolina
Prepared for
DLBL Commercial Investments, L.L.0
Wilmington, North Carolina
Date: September 2005
Prepared by 1 sy 8
Cape Fear Engineering, Inc.
151 Poole Road, Suite 100
Belville, North Carolina 28451
[phone]

DESIGN NARRATIVE
L GENERAL:
The project site is located off of Hwy 17 at Gregory Road adjacent to the current Waterford
Development. The project lies entirely within the city limits of Belville- Brunswick County,
North Carolina.
This development site is an existing Industrial subdivision that the client intends to recast as a
commercial subdivision in complement to the Waterford residential.
Approximately 23 acres comprises the subdivision with 5 acres having been previously built
under existing permits. Subsequent to the existing development and permits, there is a
substantial wet detention basin on site and this project will utilize the same for treatment of all
existing and proposed impervious surfaces.
2. EXISTING SITE:
Currently, two lots within the proposed subdivision have been built under the existing permit.
The remainder of the site is relatively flat with slopes typically less than one (1) percent. The
vegetation consists primarily of grasses and minor ground cover within the area of the future
improvements. Subsurface soils are typically a mixture of sands, silty sands and organics. The
stormwater pond for this site is now existing and stabilized.
3. PROPOSED IMPROVEMENTS:
At this time, proposed improvements will consist solely of underground utilities- Stormwater
Conveyance, Sanitary Sewer, Public Water Supply- to accommodate the desired commercial
construction.
The proposed utilities will be placed to allow future connections, from each individual lot,
without the need to cross property lines.
Additionally, the existing stormwater pond will be bulkheaded above the temporary pool to
allow for future travel aisles around the area of the pond.
4. DRAINAGE CONSIDERATIONS:
As this area was previously permitted and partially constructed, stormwater will be treated in the
existing, on site pond. Via grate inlets and curb inlets, runoff from impervious areas will enter an
engineered system and travel to the pond for detention. After treatment, stormwater will be
routed through the pond's outlet structure to the existing discharge point along U.S. Highway 17.

5. EROSION CONTROL CONSIDERATIONS:
The site will employ temporary and semi -permanent means to control erosion from the site. Silt
fence and inlet protection will reduce sediment entering the conveyance system and the on site
pond will act as storage for transported sediment.
The area of disturbance is limited to that shown on the plans and graded slopes are not to exceed
three (3) to one (1) with vegetative establishment a priority.
6. MAINTENANCE CONSIDERATIONS:
During construction, the Contractor shall be required to inspect and repair as needed all erosion
control devices after any significant rain event. Any measure found not performing its intended
function, shall be repaired immediately. Upon completion of construction the establishment of
permanent ground cover will be a priority.

Erosion and Sedimentation Control
1.01 General: The contractor shall be responsible for erosion and sedimentation
control within the construction limits; for prevention of sediment laden runoff leaving the
construction limits or entering ditches, streams or water impoundments; and for
implementation of necessary erosion and sedimentation control measures to meet the
requirements of the North Carolina Department of Environment, Health, and Natural
Resources. The Contractor shall also be responsible for all damages or fines resulting
from erosion or sediment laden runoff in the execution of his contract.
1.02 Construction Sequence: While the use of erosion and sedimentation control
devices is especially important on areas of steep topography, easily erodible soils and
sites in close proximity to water courses throughout the construction period, the control
measures should be installed prior to the commencement of land clearing and shall be
fully maintained and periodically inspected until final restoration and stabilization is
completed. Unrestored cleared areas shall be kept to a minimum. Disturbed areas
ahead of construction shall only be accomplished on those segments for the shortest
practical distance as required for continual progress.
Final restoration shall not be delayed until completion of the project but will be carried
out in phases as the work proceeds. Under no circumstances will any areas be left
denuded for more than (30) thirty calendar days without some form of stabilization until
final restoration is complete.
1.03 Sedimentation: Control Measures: The following are some of the sediment
control devices or measures that may be required to prevent sedimentation of streams,
water courses, or drainage structures:
1. Earth berms and/or diversion and intercept ditches.
2. Sediment traps
3. Filter berms
4. Filter inlets
5. Silt fences - not to be placed in streams or ditches perpendicular to flow.
6. Check dams gravel filter
7. Gravel construction exit
1.03.1 Erosion Control Measures: Some of the soil erosion control measures which
may be required in this contract are:
1. Earth slope protection
2. Diagonal water break diversion berms
3. Diversion channels
4. Preservation of existing vegetation
5. Storm inlet protection

6. Stream crossings
7. Energy dissipators
8. Matting of re -seeded areas
1.03.2 Detail Drawing: Examples of sedimentation and erosion control details are
shown in these plans for installation at locations designated in the plans or as otherwise
required by the regulating agency, or the owner as work proceeds.
1.04 Stream Protection: Where construction activities are necessary in close proximity
to streams, and other waterways, they shall be performed in a manner that does not
contribute to degradation of or blockage of the stream -flow. In order to prevent possible
degradation or blockages, the contractor shall be required to:
1. Keep all construction debris, excavated materials, brush, rocks, refuse and topsoil
as far from these waterways as possible. Restrict machinery operation or stream
crossings in waterways to the extent necessary for construction of utilities crossings.
2. If construction work areas are necessary in a waterway, they shall be protected as
indicated on the plans.
3. If temporary roadways are essential for the construction activities, they shall be
constructed of soils which are not highly erodible materials and must not span more than
half way across the water course or wetland area at any one time unless otherwise
approved by the Engineer. These temporary roadways shall be entirely removed as soon
as their requirement is met. Work in these areas shall follow the requirements of the
Corp of Engineers or CAMA permit, or plans as applicable.
1.05 Construction Access: The travel of equipment to and from the construction areas
shall be minimized not only to protect areas that will not be denuded, but also to prevent
the spreading of sediment within and outside of the construction areas. Therefore, special
construction equipment travel corridors will be established for this use and instructions
shall be issued for their use. Use of these corridors must be fully enforced. Other non-
essential traffic will be restricted or discouraged. Indiscriminate and convenience traffic
shall not be allowed.
1.06 Stockpile/Barrow Areas: The Contractor shall be responsible for selecting,
obtaining and maintaining stockpile or borrow areas which he may require to complete
the contract. He is also required to design and incorporate all necessary sediment and
erosion controls measures necessary to prevent erosion and contribution of sediment to
adjacent areas. The Contractor is responsible to obtain all necessary permits or approvals
for borrow or spoil areas outside the construction limits.
1.07 Disposal of Excess Water From Excavations: The Contractor shall practice
management of excess water pumped from excavation to reduce the production and
spreading of sediment. Pumped water shall be discharged onto stabilized surfaces and
allowed to filter through existing vegetation if possible, otherwise, additional control

measures may be necessary. If ditches are required to remove pumped water from
construction excavations, they shall be given the same consideration as any other man-
made waterway and they shall be stabilized as to not degrade and produce sediment.
1.08 Excavation and Backfill: Excavation shall be closely controlled and all the
material removed from the excavation shall be selectively stockpiled in areas where a
minimum of sediment will be generated and where other damage will not result from the
piled material. Drainage ways shall be protected at all times and the placement of
material in Drainage ways for convenience shall not be allowed. Backfilling operations
shall be performed in such a manner that remaining trees are not damaged.
1.09 Final Grading and Seeding: Finish grading, topsoiling, seeding and/or sodding
shall be performed after the construction phase is complete. Permanent vegetation of the
areas, that have been disturbed, shall be re-established as rapidly as possible. If the
completion of the construction activities do not coincide with a season in which
permanent vegetation can be generated, an interim or temporary program is required.
This shall include soil conditioners and mulching as necessary for soil stabilization. In
any case, sediment and erosion controls shall be installed promptly and their maintenance
assured.
1.10 Approval: The approved Erosion Control Plan will be provided by the Owner.
Any standard conditions relating to soil erosion and sediment control issued to the
Contractor as a part of any permits shall be available at the job site at all times.

CALCULATIONS
PROJECT: WA-ra Fe ra> C04 N(GQc IAL - A I E IC ►�
CLIENT: U V✓.p IrO C.
SUBJECT - 'S Fi7 t lol e'A -r :2 i ,5xA 6 C
DATE:
PROJ. NO.: 6 L o -t) (
DESIGNED BY: 2-0 1—
Oe Poole Road, nuke ioo CAPE FEAR
6dvtlle, NC ZB451
TEL (MO) W310"
M- (MO) W-M045 Engineering, Inc.
wwwxapeW remineednadom

3,56 11
zC P
139-9DIe�2 OF
2"E 2 uX, 2 .
� l S'c Ile AEG 3 -t Afflendm
NEW YORK DOT DISSIPATOR MEMOD
FOR USE IN DEFINED CHANNELS
(Source: Bank and channel Imbig procedures% New York DepmWW
of ThnVortafian, Division of Design and Construction, 1971.)
Note: To use the following chart you most know:
(1) Q fell capacity
(2) Qto
(3) V full
(4) Vto
where Q = discharge in cfs and V = Velocity in FPS.
ESTIMATION OF STONE SIZE AND DIMENSIONS FOR
CULVERT APRONS
Step 1) Compute flow velocity Vo at culvert or paved channel outkL
Step 2) For pipe culverts Do is diameter.
For pipe arch, arch and box culverts, and paved channel outkts.
Do=Ao, where Ar crass -sectional aura of flow at oatleL
For multiple culverts, use Do--11SxDo of single culvert.
Step 3) For apron grades of 10%orsteeper, use recommendations
For watt higher zone. (Cones 1 through 6).
ml..artrt rtlQll.l.
M....lart.l[m.11[rtrtrtO
m..lQrtmmII.lm.i.
DIImV I[rtmlrtrt[[[I[[rtl.
rt...artam.a
rtu.trtrtQQrtl[O
WIYa.Y
ai.al.a W I.rtII..IIaat.1W
4rtaia.a....rt.aall/
a.ul:L.vrtvaa
urtrtn
net.
uvamu
valve u
ilv.mm.rtuurtu
uurtuuvnaullv.vvu
atvva\ay.�mvul[vla.
W a.amuau
uv
nnur v.mum.vrtu.murt[.nmu.luvvll
.am0m.m.alluvvlmv.W
tmurt...vm
sm��vmamu[umavl.m[Imu�l[u
ucam.vaavvvvvnvm[v.[avvvrtvvv
mtvrtvo•
vv.ivuv
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vvuuv
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n [.vrt
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lRII 1...l..am.luaa....a.
rt..QIIv..aaR..vO
[ ®III�a....\ml[.I[[
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amatII..��mlammrtaaW
rt.I..rt..
Watl.m
amO'lim.l�amm[.ml[rtm.rtrttm[mrt
nr..vv®vaa.�..[tmva...vvv..l.uvv..v
II.a Wa[.vrtrtata.amvvurt.mrtl.
vvay.rtm+aavv..vv�vuvartrtvvrtv
Wart.art
o:uaaortu.matlartvv.rt
mf[Ifl..v.rma®�vlivu
iv.IlmvI.I.Wm
mmamrtvvvu
muav[u.ir
i\laavtm�[[n;©uvn-..Icvvv.[u®vvc.vv
vm�.[[amvrtemIIv.v...vu
,our• IIrtaaa.ml...I..�..t.aa.aav
W mvvmm
nmamt►�'vvllulr[
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�
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n�uu ell uvaa®-vuvul;
v[mv u
vv ul[rt
u®mvmal.vs�.mm�-.au.m
O DII�`I.rtmlamRla©rt
W��RIrtrtLrtRll
Wau..v
rtQrtII.UWIQ�mQauL�lm[m�
m[.IIula...IQLV..II..rtn
.am.rtIIrt
� W_ml.�_oII.
W
arm®v.m..v.
ivvv
v
vavl.v.m.avv
un,.avuatl[llimuvm[
vvuurtvuuv
urt
mm�
m © o[iii
i�uu.O.m
miR.mi..l
I.nf. taaL.a.lQrtrt
R[W.4`a
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W.[Irtl....l
v(�j.mvmaurt
�.s•v[u.amvuvvvo
vvvrv.ca.lulivvvul.rt
�W W
I.nrtull
mrt llaml®\mQu.1l...rt..a'VIIIRI.
rt..l.
ml! tlPrtrt.mpVmlam.a[.[m��\Ila[.rtW.
a.11,m-.mvi..._.rt..auW
vl.nala�vl.v....
War mL.[.mm.
V.
W1.1rt.laam.f.V.IW.
arm R.vL�.W1.Q.Il1VI..a...WII...II.�-1I1
a ( s
I*= 8b&kl
io, Is ar a
DW+ETER (FL)

a
3xz
-6�f
I :::. IZ dl
ZS �is°leg.
CL.,
s 6ME FUNS 04EAvv) CL 2 I s x D. I to x a I
a srnuF Fuimm tHEAVn CL 2 I s x m to x D. I
Fig. sz.h2
WA& = 3 tames pipe dia (mim.)
DETERMINATION OF STONE SIXES FOR DUMPED STONE
CHANNEL LININGS AND REVEIMENiS
Step 1) Use figure 8A6b3 to determine mwdmam stone size (e g. far 12
Fps=20'or55016s.
Step2) Use fig=&06.6.4todeteemiueameptaNesmerangeSw=w
(for12FPShis m500I &far75%ofsbvaidthematamnm
saidmiaimmrtsaageiowdgu daWbe25-S00 tsa
Note:ln&wmmmgdiamdwlodtmforumbuiopand=vMiaiL=
the folbwiog eoefixeiems Of musba=
Diameter
Mamin's
KM thiclmess
(inches)
v
of boas
(inches)
Hue
3
OA31
9
12
-�— Light
6
OA35
12
is
Medmm
13
0.040
is
24
Heavy
23
0.044
30
36
(mil
(mil
e ..� Wv. t209

9
07
n
uu
1
�L7•':S ii�li� 141 i.
I�•jl 11
• I : It
.•, a
40
.i:H—lm
•
7-
�fR! �.
! I
t;
10111
'
rV..A. .�.
lip-•��i...1�7fi'.7,�1
...
, . . - 1N .... 11.
.....
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• '• j �1
1.:17�. .
1i17
i1i1
Bitm7
I lit
Dom. • • ••
•
1
1
1
I
I
0 2 4 6 8 10 12 14 is la Lit
%%b ty in feetRSea.
a
Ii Based anlsbesflClxlle
b 4Vcak3 u,c 115'66 ill^&
0 Fig. 8A6h3 Max. Stone Sure for Rip flap
a
a
m
m
c
1,000 a$i
'o
Soo s
250 3
100
so
I ro 9 :F� C
Maximum weight of
shone required
Minimum and maximum range
in weight of stones
Weight range of
75% of stones
(lbs•)
(1ts•)
(tbs.)
150
25 - 150
50 - 150
200
25 - 200
50 - 200
250
25 - 250
50 - 250
400
25 - 400
100 - 400
600
25 - 600
150 - 600
800
25 - 800
200 - 800
1,000
50 - 1.000
250 - 1,000
1,300
50 - 1,300
325 - 1.300
1,600
50 - 1,600
400 - 1,600
2,000
75 - 2,000
600 - 2,000
2,700
100 - 2,700
800 - 2,700
Figure 8A6b4 Godation of Rip Rap
So== Burk and 1d ti W Fowdmm "New Yo* Depmtmem of Tramp nom Di► um of Dsip mid Comhor" ign-
Re[ 12M 8:06.7

WET POND DATA SHEET
WATERFORD COMMERCIAL
DESIGN POND # I
DRAINAGE AREA (Ad) =
IMPERVIOUS AREA (Ai):
EXISTING:
FUTURE ROADS
FUTURE LOTS
CONTINGENCY:
TOTAL:
PERCENT IMPERVIOUS (1):
23.3 ACRE5
4.3G ACRES
1. 10 ACRES
14.44 ACRES
0.00 ACRES
19.90 ACRE5
I = Ad/Ai = 85% F
POND# I SHALL BE 7' DEEP AND DESIGNED TO REMOVE 90 % T55.
SA/DA= 3.7
REQUIRED SURFACE AREA AT PERMANENT POOL:
5AF�EQ = 0.65045 AC. = 37045.G 5F
SURFACE AREA PROVIDED AT PERMANENT POOL (EL. 70)= 4033G SF
SA PROV'D= 4033E ✓ > 37045.E =5A REQD ✓ OK
...........................................................................................................................
MINIMUM REQUIRED VOLUME (SIMPLE METHOD BY TOM SCHUELER):
Rv=0.05+0.009'(I)
Rv= 0.815
VOLUME= I .5"RV'Ad = 2.373G9 AC -FT
103398 FT ^ 3
POND# I DATA SHEET
PAGE I Of 4
AUGUST2005

VOLUME PROVIDED AT TEMPORARY POOL:
INCREM. TOTAL
EL.
5A (SF)
VOL. (CF) VOL. (CF)
23
4033G
0 0
i, 24
42687
41511.5 41511.5
F(d� dw0/ -�25
45093
43890 8540 L.5
26
47553
46323 131725
5ET TEMP. POOL ELEVATION:
REQ'D EL.= 25.3885 f-SAY (25:4
VOL. PROV ID = 103931 F--------------
.....................................................................................................................
VOL. PROV'D= 103931 > 103398 =VOL. REQ'D OK::
...........................................................................................................................
FOREBAY 51ZING:
PERMANENT POOL VOLUME:
EL.
5A (50
16
25445
17
27400
18
29412
19
31452
20
'336 Y0
21
3579G
22
38038,
23
40336
REQ'D VOLUME = 20% TOTAL =
INCREM. TOTAL
VOL. (CF) VOL. (CF)
0r 0
26422.5 26422.5
284OG 54828.5
30447 85275.5
3254G 117822
34703 152525
36917 189442
39157 228629�
4572G CF
POND# I DATA 5HEET
PAGE 2 OF 4
5EPTEMDER 2005

CHECK FOREBAY VOLUME:
INCREM.
TOTAL
Ej—
5A (5F)
VOL, (CF)
VOL. (CF)
17
7128
Q
Q
18
8175
7651.5
7651.5
19
9282
8728.5
16380
20
10447 9864.5
26244.5
21
IF1669
11055
37302.5
22
12947
12308
_
49610.5
PROV'D VOLUME =
49G 10.5
CF (5' DEEP FOREBAY)
.......................................................................................................................
VOL. PROV'D= 496 10.5 > 45726 ✓=VOL. REQ'D OK
..........................................................................................................................
ORIFICE 51ZING: REQ'D DRAWDOWN TIME = 2-5 DAYS
Q2= 0.59837 CF5 (FOR 2 DAY DRAWDOWN)
Q5= 0.23935 CFS (FOR 5 DAY DRAWDOWN)
SELECT A 3.0 INCH CIRCULAR ORIFICE, EL. 45' (PERM. POOL EL.)
Q PROV'D= Cd'A'(26jh)^ 1/2 WHERE: Cd= 0.6
A= 0.04909 5F
g= 32.2 FP5/5
h= avg head: (2.4'-1
1.13175
Q PROV'D= 0.25144
................................................................
02> 0.25144 >05 OK
ti...................................................................
571 2)/2
POND# I DATA 5HEET
PAGE 3 OF: 4
5EPTEMDFP 2005

Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cuft)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(it)
Maximum
storage
(cult)
Hydrograph
description
1
Rational
48.91
1
20
58,691
100
—
Existing Condition
2
Rational
166.82
1
10
100,093
100
—
Post Development
3
Reservoir
0.34
1
20
27,057
100
2
25.31
99.855
Post through Pond
4
Reservoir
0.34
1
20
26,825
100
2
25.31
99,858
Reality check post
Proj. file: pre_post_8-9-05.GPWI
OF file: BrunCo hydrograph1VeMMOate: 09-01-2005

Hydrograph Report
Hyd. No. 1
Existing Conditions
Page 1
English
Hydrograph type
= Rational
Peak discharge =
48.91 cfs
Storm frequency
= 100 yrs
Time interval =
1 min
Drainage area
= 23.3 ac
Runoff coeff. =
0.3
Intensity
= 7.00 in
Time of conc. (Tc) =
20 min
I-D-F Curve
= BrunCo_hydrograph_ver6.IDF
Reced. limb factor =
1
Total Volume = 58,691 cult
Hydrograph Discharge Table
Time — Outflow
(hrs cfs)
0.32
46.46
0.33
48.91 <<
0.35
46.46
0.37
44.02
...End

Hydrograph Report
Hyd. No. 2
Post Development
Page 1
English
Hydrograph type
= Rational
Peak discharge =
166.82 cfs
Storm frequency
= 100 yrs
Time interval =
1 min
Drainage area
= 23.3 ac
Runoff coeff. =
0.84
Intensity
= 8.52 in
Time of conc. (Tc) =
10 min
I-D-F Curve
= BrunCo_hydrograph_ver6.IDF
Reced. limb factor =
1
Total Volume = 100,093 cult
Hydrograph Discharge Table
Time -- Outflow
(hrs cfs)
0.15 150.14
0.17 166.82 <<
0.18 150.14
.End

Hydrograph Report
Hyd. No. 3
Post through Pond
Hydrograph type
= Reservoir
Storm frequency
= 100 yrs
Inflow hyd. No.
= 2
Max. Elevation
= 25.31 ft
storage Indication method used.
Hydrograph Discharge Table
Time Inflow
(hrs) cfs
0.23 100.09
0.25 83.41
0.27 66.73
0.28 50.05
0.30 33.36
0.32 16.68
0.33 0.00
0.35 0.00
0.37 0.00
0.38 0.00
0.40 0.00
0.42 0.00
0.43 0.00
0.45 0.00
0.47 0.00
0.48 0.00
0.50 0.00
0.52 0.00
0.53 0.00
0.55 0.00
0.57 0.00
0.58 0.00
0.60 0.00
0.62 0.00
0.63 0.00
0.65 0.00
0.67 0.00
0.68 0.00
0.70 0.00
0.72 0.00
0.73 0.00
0.75 0.00
0.77 0.00
0.78 0.00
0.80 0.00
0.82 0.00
Peak discharge
Time interval
Reservoir name
Max. Storage
Page 1
English
= 0.34 cfs
= 1 min
= Existing Pond
= 99,855 cuft
Total Volume = 27,057 cult
Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
fit cfs cfs cfs cfs cfs cfs cfs cfs cfs
24.92
10.51
0.31 -
- - - -
- 0.31
25.04
11.44
0.32 -
- - - -
- 0.32
25.14
12.11
0.33 -
- - - -
- 0.33
25.22
12.60
0.33 -
- - - -
- 0.33
25.27
12.92
0.34 -
- - - -
- 0.34
25.30
13.11
0.34 -
- 0.00 - -
- 0.34
25.31
13.17
0.34 -
- 0.00 - -
- 0.34 <<
25.31
13.16
0.34 -
-- 0.00 - -
- 0.34
25.31
13.16
0.34 -
- 0.00 - -
- 0.34
25.31
13.16
0.34 -
- 0.00 - -
- 0.34
25.31
13.16
0.34 -
- 0.00 - -
- 0.34
25.31
13.15
0.34 -
- 0.00 - -
- 0.34
25.31
13.15
0.34 -
- 0.00 - -
- 0.34
25.31
13.15
0.34 -
- 0.00 - -
-- 0.34
25.31
13.15
0.34 -
- 0.00 - -
- 0.34
25.31
13.15
0.34 --
- 0.00 - -
- 0.34
25.31
13.14
0.34 -
-- 0.00 - -
-- 0.34
25.31
13.14
0.34 --
- 0.00 - -
- 0.34
25.31
13.14
0.34 -
- 0.00 -- -
- 0.34
25.31
13.14
0.34 --
- 0.00 -- -
-- 0.34
25.31
13.13
0.34 -
- 0.00 - -
-- 0.34
25.31
13.13
0.34 -
-- 0.00 -- ---
-- 0.34
25.30
13.13
0.34 --
- 0.00 - -
--- 0.34
25.30
13.13
0.34 -
- 0.00 - -
- 0.34
25.30
13.12
0.34 -
- 0.00 - -
- 0.34
25.30
13.12
0.34 -
- 0.00 -- -
- 0.34
25.30
13.12
0.34 -
- 0.00 - -
- 0.34
25.30
13.12
0.34 -
- 0.00 - -
- 0.34
25.30
13.12
0.34 -
- 0.00 - -
- 0.34
25.30
13.11
0.34 -
- 0.00 - -
- 0.34
25.30
13.11
0.34 -
- 0.00 - -
- 0.34
25.30
13.11
0.34 -
- 0.00 - -
- 0.34
25.30
13.11
0.34 -
- 0.00 - -
- 0.34
25.30
13.10
0.34 -
- 0.00 - -
- 0.34
25.30
13.10
0.34 -
- - -- -
- 0.34
25.30
13.10
0.34 -
- - -- -
- 0.34
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 2
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
0.83
0.00
25.30
13.10
0.34 -
--- -- -- -- - 0.34
0.85
0.00
25.30
13.09
0.34 --
-- --- -- - -- 0.34
0.87
0.00
25.30
13.09
0.34 ---
- --- - - ----- 0.34
0.88
0.00
25.30
13.09
0.34 ---
- -- - - -- 0.34
0.90
0.00
25.30.
13.09
0.34 -
-- --- - - - 0.34
0.92
0.00
25.30
13.08
0.34 -
-- - - - - 0.34
0.93
0.00
25.30
13.08
0.34 ---
--- - - - -- 0.34
0.95
0.00
25.30
13.08
0.34 -
- - - - - 0.34
0.97
0.00
25.30
13.08
0.34 -
- - - - - 0.34
0.98
0.00
25.29
13.07
0.34 -
- - - - - 0.34
1.00
0.00
25.29
13.07
0.34 -
- - - - - 0.34
1.02
0.00
25.29
13.07
0.34 -
- - - - - 0.34
1.03
0.00
25.29
13.06
0.34 -
- - - - - 0.34
1.05
0.00
25.29
13.06
0.34 -
- - - - - 0.34
1.07
0.00
25.29
13.06
0.34 -
- - - - - 0.34
1.08
0.00
25.29
13.06
0.34 -
- - - - - 0.34
1.10
0.00
25.29
13.05
0.34 ---
- - - - - 0.34
1.12
0.00
25.29
13.05
0.34 --
- - - - - 0.34
1.13
0.00
25.29
13.05
0.34 -
- - - - - 0.34
1.15
0.00
25.29
13.05
0.34 ---
- - - - - 0.34
1.17
0.00
25.29
13.04
0.34 --
- - - - - 0.34
1.18
0.00
25.29
13.04
0.34 -
- - - - - 0.34
1.20
0.00
25.29
13.04
0.34 -
- -- - -- - 0.34
1.22
0.00
25.29
13.04
0.34 -
- - - - - 0.34
1.23
0.00
25.29
13.03
0.34 -
- - - - - 0.34
1.25
0.00
25.29
13.03
0.34 -
- - - - - 0.34
1.27
0.00
25.29
13.03
0.34 -
- - - - - 0.34
1.28
0.00
25.29
13.03
0.34 -
- - - - - 0.34
1.30
0.00
25.29
13.02
0.34 -
- - - - - 0.34
1.32
0.00
25.29
13.02
0.34 -
- - - - - 0.34
1.33
0.00
25.29
13.02
0.34 -
- - - - - 0.34
1.35
0.00
25.29
13.02
0.34 -
- - - - - 0.34
1.37
0.00
25.28
13.01
0.34 -
- - - - - 0.34
1.38
0.00
25.28
13.01
0.34 -
-- - - - - 0.34
1.40
0.00
25.28
13.01
0.34 -
- --- - - - 0.34
1.42
0.00
25.28
13.00
0.34 --
- --- - - - 0.34
1.43
0.00
25.28
13.00
0.34 --
- - - - -- 0.34
1.45
0.00
25.28
13.00
0.34 -
- - - - 0.34
1.47
0.00
25.28
13.00
0.34 --
-- -- -- - -- 0.34
1.48
0.00
25.28
12.99
0.34 ---
-- -- - -- -- 0.34
1.50
0.00
25.28
12.99
0.34 --
--- --- -- -- --- 0.34
1.52
0.00
25.28
12.99
0.34 -
-- - - - -- 0.34
1.53
0.00
25.28
12.99
0.34 ---
-- - - - - 0.34
1.55
0.00
25.28
12.98
0.34 --
-- - - - - 0.34
1.57
0.00
25.28
12.98
0.34 --
-- -- - - - 0.34
1.58
0.00
25.28
12.98
0.34 -
- - - - - 0.34
1.60
0.00
25.28
12.98
0.34 --
- - - - - 0.34
1.62
0.00
25.28
12.97
0.34 ---
-- - - - - 0.34
1.63
0.00
25.28
12.97
0.34 -
- - - - - 0.34
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 3
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C MID Outflow
(hrs)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
1.65
0.00
25.28
12.97
0.34 -
- - ---- -- - 0.34
1.67
0.00
25.28
12.97
0.34 -
- --- -- -- - 0.34
1.68
0.00
25.28
12.96
0.34 -
- - -- - -- 0.34
1.70
0.00
25.28
12.96
0.34 -
- - - -- - 0.34
1.72
0.00
25.28
12.96
0.34 -
- - - - - 0.34
1.73
0.00
25.28
12.96
0.34 -
- - - - - 0.34
1.75
0.00
25.27
12.95
0.34 -
- - - - - 0.34
1.77
0.00
25.27
12.95
0.34 -
- - - - - 0.34
1.78
0.00
25.27
12.95
0.34 -
- - - - - 0.34
1.80
0.00
25.27
12.94
0.34 -
- - - - - 0.34
1.82
0.00
25.27
12.94
0.34 -
- - - - - 0.34
1.83
0.00
25.27
12.94
0.34 -
- - - - - 0.34
1.85
0.00
25.27
12.94
0.34 -
-- - - - -- 0.34
1.87
0.00
25.27
12.93
0.34 -
- - - - - 0.34
1.88
0.00
25.27
12.93
0.34 -
- - - -- - 0.34
1.90
0.00
25.27
12.93
0.34 -
- - - - - 0.34
1.92
0.00
25.27
12.93
0.34 -
- - - - - 0.34
1.93
0.00
25.27
12.92
0.34 -
- - - - - 0.34
1.95
0.00
25.27
12.92
0.34 -
- - - - - 0.34
1.97
0.00
25.27
12.92
0.34 -
- - - - - 0.34
1.98
0.00
25.27
12.92
0.34 -
- - - - - 0.34
2.00
0.00
25.27
12.91
0.34 -
- - - - - 0.34
2.02
0.00
25.27
12.91
0.34 -
- - - - - 0.34
2.03
0.00
25.27
12.91
0.34 -
- - - - - 0.34
2.05
0.00
25.27
12.91
0.34 -
- - - - - 0.34
2.07
0.00
25.27
12.90
0.34 -
- - - - - 0.34
2.08
0.00
25.27
12.90
0.34 -
- - - - - 0.34
2.10
0.00
25.27
12.90
0.34 -
- - - - - 0.34
2.12
0.00
25.27
12.90
0.34 -
--- - --- - - 0.34
2.13
0.00
25.26
12.89
0.34 -
- - -- - - 0.34
2.15
0.00
25.26
12.89
0.34 --
- - - - -- 0.34
2.17
0.00
25.26
12.89
0.34 -
- - - - - 0.34
2.18
0.00
25.26
12.88
0.34 -
- - - - - 0.34
2.20
0.00
25.26
12.88
0.34 -
- - - - - 0.34
2.22
0.00
25.26
12.88
0.34 -
- - - - - 0.34
2.23
0.00
25.26
12.88
0.34 -
- - - - - 0.34
2.25
0.00
25.26
12.87
0.34 -
- - - - - 0.34
2.27
0.00
25.26
12.87
0.34 -
- - - - - 0.34
2.28
0.00
25.26
12.87
0.34 -
- - - - - 0.34
2.30
0.00
25.26
12.87
0.34 -
- - - - - 0.34
2.32
0.00
25.26
12.86
0.34 -
- - -- - -- 0.34
2.33
0.00
25.26
12.86
0.34 ---
- -- - -- -- 0.34
2.35
0.00
25.26
12.86
0.34 -
- --- -- --- -- 0.34
2.37
0.00
25.26
12.86
0.34 -
- - -- -- - 0.34
2.38
0.00
25.26
12.85
0.34 -
--- --- -- - -- 0.34
2.40
0.00
25.26
12.85
0.34 -
- -- - -- - 0.34
2.42
0.00
25.26
12.85
0.34 --
- -- - -- - 0.34
2.43
0.00
25.26
12.85
0.34 -
-- - - - - 0.34
2.45
0.00
25.26
12.84
0.34 -
- - - - - 0.34
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 4
Time Inflow Elevation Clv A Clv B CIv C Clv D Wr A Wr B Wr C MID Outflow
(hrs)
cfs
ft
cfs
cfs cis cfs cfs cfs cfs cis
cfs
2.47
0.00
25.26
12.84
0.34 - - -- - -- -
0.34
2.48
0.00
25.26
12.84
0.34 - -- --- - - --
0.34
2.50
0.00
25.26
12.84
0.34 - -- -- - - --
0.34
2.52
0.00
25.25
12.83
0.34 - --- -- --- - --
0.34
2.53
0.00
25.25
12.83
0.34 - - -- --- - -
0.34
2.55
0.00
25.25
12.83
0.34 -- -- --- -- -- -
0.34
2.57
0.00
25.25
12.83
0.34 - -- - - - -
0.34
2.58
0.00
25.25
12.82
0.34 -- --- -- - - ---
0.34
2.60
0.00
25.25
12.82
0.34 - -- -- - -- --
0.34
2.62
0.00
25.25
12.82
0.34 - -- -- - -- -
0.34
2.63
0.00
25.25
12.81
0.33 - --- --- - - --
0.33
2.65
0.00
25.25
12.81
0.33 -- -- -- --- - -
0.33
2.67
0.00
25.25
12.81
0.33 --- -- -- - - --
0.33
2.68
0.00
25.25
12.81
0.33 -- ----- -- - - --
0.33
2.70
0.00
25.25
12.80
0.33 - -- -- - - --
0.33
2.72
0.00
25.25
12.80
0.33 -- -- - - - --
0.33
2.73
0.00
25.25
12.80
0.33 -- -- - - - -
0.33
2.75
0.00
25.25
12.80
0.33 - ---- - - - -
0.33
2.77
0.00
25.25
12.79
0.33 -- --- - - - -
0.33
2.78
0.00
25.25
12.79
0.33 - --- - - - -
0.33
2.80
0.00
25.25
12.79
0.33 -- -- - - - -
0.33
2.82
0.00
25.25
12.79
0.33 - - - -- - -
0.33
2.83
0.00
25.25
12.78
0.33 - -- - - - -
0.33
2.85
0.00
25.25
12.78
0.33 -- -- - - - -
0.33
2.87
0.00
25.25
12.78
0.33 - - - - - -
0.33
2.88
0.00
25.25
12.78
0.33 -- - - - - -
0.33
2.90
0.00
25.24
12.77
0.33 - - - - - -
0.33
2.92
0.00
25.24
12.77
0.33 - - - - - --
0.33
2.93
0.00
25.24
12.77
0.33 - - - - - -
0.33
2.95
0.00
25.24
12.77
0.33 - - - - - -
0.33
2.97
0.00
25.24
12.76
0.33 -- - -- - - -
0.33
2.98
0.00
25.24
12.76
0.33 - - - - - --
0.33
3.00
0.00
25.24
12.76
0.33 - - - - - --
0.33
3.02
0.00
25.24
12.76
0.33 -- - - - - -
0.33
3.03
0.00
25.24
12.75
0.33 --- - -- --- - -
0.33
3.05
0.00
25.24
12.75
0.33 - - -- - - -
0.33
3.07
0.00
25.24
12.75
0.33 - - - -- - -
0.33
3.08
0.00
25.24
12.74
0.33 - - - --- -- -
0.33
3.10
0.00
25.24
12.74
0.33 -- -- -- -- - -
0.33
3.12
0.00
25.24
12.74
0.33 - - --- ---- -- --
0.33
3.13
0.00
25.24
12.74
0.33 -- --- ---- ---- ----
0.33
3.15
0.00
25.24
12.73
0.33 --- - -- -- - --
0.33
3.17
0.00
25.24
12.73
0.33 - - -- --- -- --
0.33
3.18
0.00
25.24
12.73
0.33 - -- - -- --- --
0.33
3.20
0.00
25.24
12.73
0.33 - - --- ---- - --
0.33
3.22
0.00
25.24
12.72
0.33 -- - -- --- --- ---
0.33
3.23
0.00
25.24
12.72
0.33 - -- - - -- --
0.33
3.25
0.00
25.24
12.72
0.33 - -- --- --- - -
0.33
3.27
0.00
25.24
12.72
0.33 --- --- -- - -- ----
0.33
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 5
Time
Inflow
Elevation
Clv A
Clv B Civ C Clv D Wr A
Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs cfs
cfs cfs cfs cfs
3.28
0.00
25.23
12.71
0.33 -- --- --
- - -- 0.33
3.30
0.00
25.23
12.71
0.33 - --- --
- --- -- 0.33
3.32
0.00
25.23
12.71
0.33 -- -- --
-- - --- 0.33
3.33
0.00
25.23
12.71
0.33 -- -- ----
- - -- 0.33
3.35
0.00
25.23
12.70
0.33 -- -- -
- -- -- 0.33
3.37
0.00
25.23
12.70
0.33 -- --- ---
- -- -- 0.33
3.38
0.00
25.23
12.70
0.33 - - --
-- -- -- 0.33
3.40
0.00
25.23
12.70
0.33 - -- -
-- --- --- 0.33
3.42
0.00
25.23
12.69
0.33 - -- --
- -- -- 0.33
3.43
0.00
25.23
12.69
0.33 -- -- --
-- -- - 0.33
3.45
0.00
25.23
12.69
0.33 - ---- --
- -- --- 0.33
3.47
0.00
25.23
12.69
0.33 - -- -
- -- --- 0.33
3.48
0.00
25.23
12.68
0.33 -- -- -
-- --- -- 0.33
3.50
0.00
25.23
12.68
0.33 -- -- ---
-- --- -- 0.33
3.52
0.00
25.23
12.68
0.33 --- - --
- -- - 0.33
3.53
0.00
25.23
12.68
0.33 -- -- --
- -- - 0.33
3.55
0.00
25.23
12.67
0.33 -- - --
-- -- - 0.33
3.57
0.00
25.23
12.67
0.33 -- - ---
-- - -- 0.33
3.58
0.00
25.23
12.67
0.33 - - -
- -- - 0.33
3.60
0.00
25.23
12.66
0.33 -- -- -
- - - 0.33
3.62
0.00
25.23
12.66
0.33 -- - --
- - - 0.33
3.63
0.00
25.23
12.66
0.33 - - -
- - - 0.33
3.65
0.00
25.23
12.66
0.33 - - -
- - - 0.33
3.67
0.00
25.22
12.65
0.33 - - -
- - - 0.33
3.68
0.00
25.22
12.65
0.33 -- - --
- -- - 0.33
3.70
0.00
25.22
12.65
0.33 -- - -
- - - 0.33
3.72
0.00
25.22
12.65
0.33 - - -
- - - 0.33
3.73
0.00
25.22
12.64
0.33 - - -
- - - 0.33
3.75
0.00
25.22
12.64
0.33 -- - -
- - - 0.33
3.77
0.00
25.22
12.64
0.33 -- - -
- - - 0.33
3.78
0.00
25.22
12.64
0.33 - - -
- - - 0.33
3.80
0.00
25.22
12.63
0.33 -- - -
- - - 0.33
3.82
0.00
25.22
12.63
0.33 - - -
- - - 0.33
3.83
0.00
25.22
12.63
0.33 -- - -
- - - 0.33
3.85
0.00
25.22
12.63
0.33 -- -- -
- - - 0.33
3.87
0.00
25.22
12.62
0.33 -- - -
- - - 0.33
3.88
0.00
25.22
12.62
0.33 -- - -
- - - 0.33
3.90
0.00
25.22
12.62
0.33 -- -- --
- - -- 0.33
3.92
0.00
25.22
12.62
0.33 ---- -- -
- - - 0.33
3.93
0.00
25.22
12.61
0.33 --- - --
-- - -- 0.33
3.95
0.00
25.22
12.61
0.33 --- -- ----
- --- -- 0.33
3.97
0.00
25.22
12.61
0.33 --- --- --
-- - - 0.33
3.98
0.00
25.22
12.61
0.33 - - -
-- -- ---- 0.33
4.00
0.00
25.22
12.60
0.33 --- --- ---
- --- ---- 0.33
4.02
0.00
25.22
12.60
0.33 --- --- --
--- - - 0.33
4.03
0.00
25.22
12.60
0.33 -- --
-- - -- 0.33
4.05
0.00
25.21
12.60
0.33 -- - -
--- ---- ----- 0.33
4.07
0.00
25.21
12.59
0.33 -- --- --
- -- --- 0.33
4.08
0.00
25.21
12.59
0.33 --- ----
--- --- ---- 0.33
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 6
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cis
cis cis
cfs cfs cis cis cfs cfs
4.10
0.00
25.21
12.59
0.33 -
- - - - - 0.33
4.12
0.00
25.21
12.59
0.33 --
- -- - - - 0.33
4.13
0.00
25.21
12.58
0.33 -
- - - - - 0.33
4.15
0.00
25.21
12.58
0.33 --
- - - - - 0.33
4.17
0.00
25.21
12.58
0.33 -
- -- - - - 0.33
4.18
0.00
25.21
12.57
0.33 -
- - - - - 0.33
4.20
0.00
25.21
12.57
0.33 -
- --- -- - -- 0.33
4.22
0.00
25.21
12.57
0.33 -
- - - - - 0.33
4.23
0.00
25.21
12.57
0.33 -
- --- - - - 0.33
4.25
0.00
25.21
12.56
0.33 -
- -- - -- - 0.33
4.27
0.00
25.21
12.56
0.33 -
- -- - - - 0.33
4.28
0.00
25.21
12.56
0.33 --
-- -- - - - 0.33
4.30
0.00
25.21
12.56
0.33 -
- -- - - - 0.33
4.32
0.00
25.21
12.55
0.33 -
- -- -- - - 0.33
4.33
0.00
25.21
12.55
0.33 --
- - - - - 0.33
4.35
0.00
25.21
12.55
0.33 -
- -- - - - 0.33
4.37
0.00
25.21
12.55
0.33 -
-- --- - - - 0.33
4.38
0.00
25.21
12.54
0.33 -
- - - - - 0.33
4.40
0.00
25.21
12.54
0.33 -
- --- - - - 0.33
4.42
0.00
25.21
12.54
0.33 -
- - - - - 0.33
4.43
0.00
25.21
12.54
0.33 -
- - - - - 0.33
4.45
0.00
25.20
12.53
0.33 -
- - - - - 0.33
4.47
0.00
25.20
12.53
0.33 -
- - - - - 0.33
4.48
0.00
25.20
12.53
0.33 -
- - - - - 0.33
4.50
0.00
25.20
12.53
0.33 -
- - - - - 0.33
4.52
0.00
25.20
12.52
0.33 -
- - - - - 0.33
4.53
0.00
25.20
12.52
0.33 -
-- - - - - 0.33
4.55
0.00
25.20
12.52
0.33 -
- - - - - 0.33
4.57
0.00
25.20
12.52
0.33 -
-- - - - - 0.33
4.58
0.00
25.20
12.51
0.33 -
- - - - - 0.33
4.60
0.00
25.20
12.51
0.33 -
- - - - - 0.33
4.62
0.00
25.20
12.51
0.33 -
- - - - -- 0.33
4.63
0.00
25.20
12.51
0.33 -
- - - - - 0.33
4.65
0.00
25.20
12.50
0.33 --
- -- -- - - 0.33
4.67
0.00
25.20
12.50
0.33 -
- - - - - 0.33
4.68
0.00
25.20
12.50
0.33 -
-- - - - - 0.33
4.70
0.00
25.20
12.49
0.33 ---
- - -- - - 0.33
4.72
0.00
25.20
12.49
0.33 -
- - - - - 0.33
4.73
0.00
25.20
12.49
0.33 --
- - ---- -- - 0.33
4.75
0.00
25.20
12.49
0.33 --
- - - - - 0.33
4.77
0.00
25.20
12.48
0.33 --
- - --- -- - 0.33
4.78
0.00
25.20
12.48
0.33 --
- - --- -- - 0.33
4.80
0.00
25.20
12.48
0.33 -
- - - - - 0.33
4.82
0.00
25.20
12.47
0.33 --
-- -- --- --- -- 0.33
4.83
0.00
25.19
12.47
0.33 -
- - - - - 0.33
4.85
0.00
25.19
12.47
0.33 ---
-- --- --- -- - 0.33
4.87
0.00
25.19
12.47
0.33 --
-- -- --- - - 0.33
4.88
0.00
25.19
12.46
0.33 -
- - - - - 0.33
4.90
0.00
25.19
12.46
0.33 ---
--- --- - --- - 0.33
Continues on next page...

Post through Pond Page 7
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
It
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
4.92
0.00
25.19
12.46
0.33 -
- -- - - -- 0.33
4.93
0.00
25.19
12.45
0.33 -
- -- - - - 0.33
4.95
0.00
25.19
12.45
0.33 -
-- ---- - - -- 0.33
4.97
0.00
25.19
12.45
0.33 -
- -- -- - - 0.33
4.98
0.00
25.19
12.45
0.33 -
-- -- --- - --- 0.33
5.00
0.00
25.19
12.44
0.33 -
--- --- - - --- 0.33
5.02
0.00
25.19
12.44
0.33 -
-- - - -- - 0.33
5.03
0.00
25.19
12.44
0.33 -
-- - - -- -- 0.33
5.05
0.00
25.19
12.43
0.33 -
- - - -- - 0.33
5.07
0.00
25.19
12.43
0.33 --
-- - - - -- 0.33
5.08
0.00
25.19
12.43
0.33 -
- - - - - 0.33
5.10
0.00
25.19
12.43
0.33 -
- - - - - 0.33
5.12
0.00
25.19
12.42
0.33 -
- - - - - 0.33
5.13
0.00
25.19
12.42
0.33 -
- - - - - 0.33
5.15
0.00
25.19
12.42
0.33 -
- - - - - 0.33
5.17
0.00
25.19
12.41
0.33 -
- - - - - 0.33
5.18
0.00
25.19
12.41
0.33 -
- - - - - 0.33
5.20
0.00
25.19
12.41
0.33 -
- - - - - 0.33
5.22
0.00
25.19
12.41
0.33 -
- - - - - 0.33
5.23
0.00
25.18
12.40
0.33 -
- - - - - 0.33
5.25
0.00
25.18
12.40
0.33 -
- - - - - 0.33
5.27
0.00
25.18
12.40
0.33 -
- - - - - 0.33
5.28
0.00
25.18
12.40
0.33 -
- - - - - 0.33
5.30
0.00
25.18
12.39
0.33 -
- - - - - 0.33
5.32
0.00
25.18
12.39
0.33 -
- - - - - 0.33
5.33
0.00
25.18
12.39
0.33 -
- - - - - 0.33
5.35
0.00
25.18
12.38
0.33 -
- - - - - 0.33
5.37
0.00
25.18
12.38
0.33 -
- - - - -- 0.33
5.38
0.00
25.18
12.38
0.33 -
- - - - --- 0.33
5.40
0.00
25.18
12.38
0.33 -
- - - - -- 0.33
5.42
0.00
25.18
12.37
0.33 -
- - - -- --- 0.33
5.43
0.00
25.18
12.37
0.33 -
- - - - -- 0.33
5.45
0.00
25.18
12.37
0.33 -
- - - - -- 0.33
5.47
0.00
25.18
12.36
0.33 -
- - - - -- 0.33
5.48
0.00
25.18
12.36
0.33 -
- - - -- - 0.33
5.50
0.00
25.18
12.36
0.33 -
- - - - -- 0.33
5.52
0.00
25.18
12.36
0.33 -
- - - - - 0.33
5.53
0.00
25.18
12.35
0.33 -
- - - - - 0.33
5.55
0.00
25.18
12.35
0.33 -
- - - - - 0.33
5.57
0.00
25.18
12.35
0.33 -
- - - - - 0.33
5.58
0.00
25.18
12.34
0.33 -
- - - - -- 0.33
5.60
0.00
25.18
12.34
0.33 -
- - --- - - 0.33
5.62
0.00
25.17
12.34
0.33 -
- - - - - 0.33
5.63
0.00
25.17
12.34
0.33 -
- - - - - 0.33
5.65
0.00
25.17
12.33
0.33 -
- - - - - 0.33
5.67
0.00
25.17
12.33
0.33 -
- - - - - 0.33
5.68
0.00
25.17
12.33
0.33 -
- - -- - - 0.33
5.70
0.00
25.17
12.32
0.33 -
- - - - - 0.33
5.72
0.00
25.17
12.32
0.33 -
- -- - - - 0.33
Continues on next page...

Post through Pond Page 8
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
5.73
0.00
25.17
12.32
0.33 -
- - - - - 0.33
5.75
0.00
25.17
12.32
0.33 -
- - - - - 0.33
5.77
0.00
25.17
12.31
0.33 -
- - - - - 0.33
5.78
0.00
25.17
12.31
0.33 -
- - - - - 0.33
5.80
0.00
25.17
12.31
0.33 -
- - - - - 0.33
5.82
0.00
25.17
12.30
0.33 -
- - - - - 0.33
5.83
0.00
25.17
12.30
0.33 -
- - - - - 0.33
5.85
0.00
25.17
12.30
0.33 -
- -- - - - 0.33
5.87
0.00
25.17
12.30
0.33 -
- - - -- - 0.33
5.88
0.00
25.17
12.29
0.33 -
- - - - - 0.33
5.90
0.00
25.17
12.29
0.33 -
- -- - -- - 0.33
5.92
0.00
25.17
12.29
0.33 -
-- - - - - 0.33
5.93
0.00
25.17
12.28
0.33 -
- -- - -- - 0.33
5.95
0.00
25.17
12.28
0.33 -
-- -- - - - 0.33
5.97
0.00
25.17
12.28
0.33 -
-- - - -- - 0.33
5.98
0.00
25.17
12.28
0.33 -
-- - -- -- - 0.33
6.00
0.00
25.16
12.27
0.33 --
- - - - - 0.33
6.02
0.00
25.16
12.27
0.33 -
- -- - - - 0.33
6.03
0.00
25.16
12.27
0.33 -
- - - - - 0.33
6.05
0.00
25.16
12.27
0.33 -
- - -- - - 0.33
6.07
0.00
25.16
12.26
0.33 -
- - - - - 0.33
6.08
0.00
25.16
12.26
0.33 -
- - - - - 0.33
6.10
0.00
25.16
12.26
0.33 -
- - - - - 0.33
6.12
0.00
25.16
12.25
0.33 -
- - - - - 0.33
6.13
0.00
25.16
12.25
0.33 -
- - - - - 0.33
6.15
0.00
25.16
12.25
0.33 -
- - - - - 0.33
6.17
0.00
25.16
12.25
0.33 -
- - - - - 0.33
6.18
0.00
25.16
12.24
0.33 -
- - - - - 0.33
6.20
0.00
25.16
12.24
0.33 -
- - - - - 0.33
6.22
0.00
25.16
12.24
0.33 -
- - - - - 0.33
6.23
0.00
25.16
12.23
0.33 -
- - - - -- 0.33
6.25
0.00
25.16
12.23
0.33 -
- - - - - 0.33
6.27
0.00
25.16
12.23
0.33 --
- - - - - 0.33
6.28
0.00
25.16
12.23
0.33 -
- --- -- - - 0.33
6.30
0.00
25.16
12.22
0.33 -
- --- - - - 0.33
6.32
0.00
25.16
12.22
0.33 --
- -- -- - - 0.33
6.33
0.00
25.16
12.22
0.33 -
-- ---- --- - - 0.33
6.35
0.00
25.16
12.21
0.33 -
-- - - - - 0.33
6.37
0.00
25.16
12.21
0.33 -
-- - - -- -- 0.33
6.38
0.00
25.16
12.21
0.33 ---
-- --- --- -- - 0.33
6.40
0.00
25.15
12.21
0.33 -
- --- - --- - 0.33
6.42
0.00
25.15
12.20
0.33 -
-- -- -- -- -- 0.33
6.43
0.00
25.15
12.20
0.33 --
-- -- - - - 0.33
6.45
0.00
25.15
12.20
0.33 -
- - - - - 0.33
6.47
0.00
25.15
12.19
0.33 -
- - - - - 0.33
6.48
0.00
25.15
12.19
0.33 -
- - - - - 0.33
6.50
0.00
25.15
12.19
0.33 --
- -- - - - 0.33
6.52
0.00
25.15
12.19
0.33 -
- - - - - 0.33
6.53
0.00
25.15
12.18
0.33 -
- -- - - - 0.33
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 9
Time Inflow Elevation Civ A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cis cis
6.55
0.00
25.15
12.18
0.33 --
- -- - --- - 0.33
6.57
0.00
25.15
12.18
0.33 -
- - - - - 0.33
6.58
0.00
25.15
12.17
0.33 --
- - --- -- - 0.33
6.60
0.00
25.15
12.17
0.33 -
-- - - -- - 0.33
6.62
0.00
25.15
12.17
0.33 -
- - - - - 0.33
6.63
0.00
25.15
12.17
0.33 -
- - - - - 0.33
6.65
0.00
25.15
12.16
0.33 -
- - - - - 0.33
6.67
0.00
25.15
12.16
0.33 -
- - - - - 0.33
6.68
0.00
25.15
12.16
0.33 -
- - - - - 0.33
6.70
0.00
25.15
12.16
0.33 -
- - - - - 0.33
6.72
0.00
25.15
12.15
0.33 -
- - - - - 0.33
6.73
0.00
25.15
12.15
0.33 -
-- - - -- - 0.33
6.75
0.00
25.15
12.15
0.33 -
- -- - --- - 0.33
6.77
0.00
25.15
12.14
0.33 -
-- - - -- - 0.33
6.78
0.00
25.15
12.14
0.33 -
-- -- - - - 0.33
6.80
0.00
25.14
12.14
0.33 -
- - - - - 0.33
6.82
0.00
25.14
12.14
0.33 -
- - - - - 0.33
6.83
0.00
25.14
12.13
0.33 --
- -- - - - 0.33
6.85
0.00
25.14
12.13
0.33 -
- - - - - 0.33
6.87
0.00
25.14
12.13
0.33 -
- - - - - 0.33
6.88
0.00
25.14
12.12
0.33 -
- - - - - 0.33
6.90
0.00
25.14
12.12
0.33 -
- - - - - 0.33
6.92
0.00
25.14
12.12
0.33 -
- - - - - 0.33
6.93
0.00
25.14
12.12
0.33 -
- - - - - 0.33
6.95
0.00
25.14
12.11
0.33 -
- - - - - 0.33
6.97
0.00
25.14
12.11
0.33 -
- - - - - 0.33
6.98
0.00
25.14
12.11
0.33 -
- - - -- - 0.33
7.00
0.00
25.14
12.10
0.33 -
- --- - - - 0.33
7.02
0.00
25.14
12.10
0.33 -
- -- -- -- - 0.33
7.03
0.00
25.14
12.10
0.33 -
- - -- - - 0.33
7.05
0.00
25.14
12.10
0.33 -
-- -- - -- - 0.33
7.07
0.00
25.14
12.09
0.33 -
- - - - - 0.33
7.08
0.00
25.14
12.09
0.33 -
- - - - - 0.33
7.10
0.00
25.14
12.09
0.33 -
- - - - - 0.33
7.12
0.00
25.14
12.09
0.33 -
- - - -- - 0.33
7.13
0.00
25.14
12.08
0.33 -
- - - - - 0.33
7.15
0.00
25.14
12.08
0.33 -
- - - - - 0.33
7.17
0.00
25.14
12.08
0.33 -
- - - - - 0.33
7.18
0.00
25.13
12.07
0.33 -
- - - - -- 0.33
7.20
0.00
25.13
12.07
0.33 -
- - - -- - 0.33
7.22
0.00
25.13
12.07
0.33 --
-- -- - - - 0.33
7.23
0.00
25.13
12.07
0.33 ---
- --- - --- --- 0.33
7.25
0.00
25.13
12.06
0.33 ----
--- - - - - 0.33
7.27
0.00
25.13
12.06
0.33 ----
-- - -- -- - 0.33
7.28
0.00
25.13
12.06
0.33 --
--- -- -- -- -- 0.33
7.30
0.00
25.13
12.05
0.33 ---
- - -- -- - 0.33
7.32
0.00
25.13
12.05
0.33 ---
-- - - -- - 0.33
7.33
0.00
25.13
12.05
0.33 --
-- - -- --- - 0.33
7.35
0.00
25.13
12.05
0.33 ---
- - - - -- 0.33
Continues on next page...

Post through Pond Page 10
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C MID Outflow
(hrs)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
7.37
0.00
25.13
12.04
0.33 -
- - - - - 0.33
7.38
0.00
25.13
12.04
0.33 -
- - - - - 0.33
7.40
0.00
25.13
12.04
0.32 -
- - - - -- 0.32
7.42
0.00
25.13
12.03
0.32 -
- - - - - 0.32
7.43
0.00
25.13
12.03
0.32 -
-- - - - - 0.32
7.45
0.00
25.13
12.03
0.32 --
- - - -- - 0.32
7.47
0.00
25.13
12.03
0.32 -
- - - -- - 0.32
7.48
0.00
25.13
12.02
0.32 -
-- - - - - 0.32
7.50
0.00
25.13
12.02
0.32 -
- - - - - 0.32
7.52
0.00
25.13
12.02
0.32 -
- - - - - 0.32
7.53
0.00
25.13
12.02
0.32 -
- - - - - 0.32
7.55
0.00
25.13
12.01
0.32 -
- - - - - 0.32
7.57
0.00
25.13
12.01
0.32 -
- - - - - 0.32
7.58
0.00
25.12
12.01
0.32 -
- - - - - 0.32
7.60
0.00
25.12
12.00
0.32 -
- - - - - 0.32
7.62
0.00
25.12
12.00
0.32 --
- - - - - 0.32
7.63
0.00
25.12
12.00
0.32 -
- -- - - - 0.32
7.65
0.00
25.12
12.00
0.32 -
- - - - - 0.32
7.67
0.00
25.12
11.99
0.32 -
- - - - - 0.32
7.68
0.00
25.12
11.99
0.32 -
- - - - - 0.32
7.70
0.00
25.12
11.99
0.32 -
- - - - - 0.32
7.72
0.00
25.12
11.98
0.32 -
- - - - - 0.32
7.73
0.00
25.12
11.98
0.32 -
- - - - - 0.32
7.75
0.00
25.12
11.98
0.32 -
- - - - - 0.32
7.77
0.00
25.12
11.98
0.32 -
- - - - - 0.32
7.78
0.00
25.12
11.97
0.32 -
- - - - - 0.32
7.80
0.00
25.12
11.97
0.32 -
- - - - - 0.32
7.82
0.00
25.12
11.97
0.32 -
- - - - - 0.32
7.83
0.00
25.12
11.97
0.32 -
- - - - - 0.32
7.85
0.00
25.12
11.96
0.32 -
- - - - - 0.32
7.87
0.00
25.12
11.96
0.32 -
- - - - - 0.32
7.88
0.00
25.12
11.96
0.32 -
- - - - - 0.32
7.90
0.00
25.12
11.95
0.32 -
- - - - - 0.32
7.92
0.00
25.12
11.95
0.32 -
- - - - - 0.32
7.93
0.00
25.12
11.95
0.32 -
- - - - - 0.32
7.95
0.00
25.12
11.95
0.32 -
- - - - - 0.32
7.97
0.00
25.12
11.94
0.32 -
- - - - - 0.32
7.98
0.00
25.11
11.94
0.32 -
- - - - - 0.32
8.00
0.00
25.11
11.94
0.32 -
- - - - - 0.32
8.02
0.00
25.11
11.93
0.32 -
- - - - - 0.32
8.03
0.00
25.11
11.93
0.32 -
- - - - - 0.32
8.05
0.00
25.11
11.93
0.32 -
- - - - - 0.32
8.07
0.00
25.11
11.93
0.32 -
- -- - - - 0.32
8.08
0.00
25.11
11.92
0.32 -
- - - - - 0.32
8.10
0.00
25.11
11.92
0.32 -
- - - - - 0.32
8.12
0.00
25.11
11.92
0.32 -
-- - - - - 0.32
8.13
0.00
25.11
11.91
0.32 -
- - - - - 0.32
8.15
0.00
25.11
11.91
0.32 -
-- -- - - - 0.32
8.17
0.00
25.11
11.91
0.32 -
- - - - - 0.32
Continues on next page...

Post through Pond Page 11
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
8.18
0.00
25.11
11.91
0.32 -
- -- - - - 0.32
8.20
0.00
25.11
11.90
0.32 -
-- -- -- - - 0.32
8.22
0.00
25.11
11.90
0.32 -
-- - -- - -- 0.32
8.23
0.00
25.11
11.90
0.32 -
- - - - - 0.32
8.25
0.00
25.11
11.90
0.32 -
- -- - - - 0.32
8.27
0.00
25.11
11.89
0.32 -
- - - - - 0.32
8.28
0.00
25.11
11.89
0.32 -
- - -- - - 0.32
8.30
0.00
25.11
11.89
0.32 --
- - - - - 0.32
8.32
0.00
25.11
11.88
0.32 -
-- - --- - - 0.32
8.33
0.00
25.11
11.88
0.32 -
- -- - - - 0.32
8.35
0.00
25.11
11.88
0.32 -
- - - - - 0.32
8.37
0.00
25.11
11.88
0.32 -
- -- - - - 0.32
8.38
0.00
25.10
11.87
0.32 -
- - - - - 0.32
8.40
0.00
25.10
11.87
0.32 -
-- - - - -- 0.32
8.42
0.00
25.10
11.87
0.32 -
- --- -- - -- 0.32
8.43
0.00
25.10
11.86
0.32 -
- - - - -- 0.32
8.45
0.00
25.10
11.86
0.32 -
- - - - - 0.32
8.47
0.00
25.10
11.86
0.32 -
- - - - - 0.32
8.48
0.00
25.10
11.86
0.32 -
- - - - - 0.32
8.50
0.00
25.10
11.85
0.32 -
- - - - -- 0.32
8.52
0.00
25.10
11.85
0.32 -
-- -- - - - 0.32
8.53
0.00
25.10
11.85
0.32 -
- - - - - 0.32
8.55
0.00
25.10
11.85
0.32 -
- - - - - 0.32
8.57
0.00
25.10
11.84
0.32 -
- - - - - 0.32
8.58
0.00
25.10
11.84
0.32 -
- - - - - 0.32
8.60
0.00
25.10
11.84
0.32 -
-- - - - - 0.32
8.62
0.00
25.10
11.83
0.32 -
-- - - - - 0.32
8.63
0.00
25.10
11.83
0.32 -
-- -- - - -- 0.32
8.65
0.00
25.10
11.83
0.32 -
- - - - - 0.32
8.67
0.00
25.10
11.82
0.32 -
- - - - - 0.32
8.68
0.00
25.10
11.82
0.32 -
- - - - - 0.32
8.70
0.00
25.10
11.82
0.32 -
-- - - - - 0.32
8.72
0.00
25.10
11.82
0.32 -
-- - -- - -- 0.32
8.73
0.00
25.10
11.81
0.32 -
-- - - - - 0.32
8.75
0.00
25.10
11.81
0.32 -
-- - - - - 0.32
8.77
0.00
25.10
11.81
0.32 -
- - - - - 0.32
8.78
0.00
25.09
11.80
0.32 -
- - - - - 0.32
8.80
0.00
25.09
11.80
0.32 -
- - - - - 0.32
8.82
0.00
25.09
11.80
0.32 --
--- -- - - -- 0.32
8.83
0.00
25.09
11.79
0.32 --
----- -- - -- -- 0.32
8.85
0.00
25.09
11.79
0.32 -
-- - -- -- - 0.32
8.87
0.00
25.09
11.79
0.32 --
- - - - - 0.32
8.88
0.00
25.09
11.79
0.32 -
- - - - - 0.32
8.90
0.00
25.09
11.78
0.32 -
- - - -- - 0.32
8.92
0.00
25.09
11.78
0.32 -
-- - ---- -- - 0.32
8.93
0.00
25.09
11.78
0.32 ---
----- -- --- - - 0.32
8.95
0.00
25.09
11.77
0.32 --
--- - --- - - 0.32
8.97
0.00
25.09
11.77
0.32 --
-- - - - - 0.32
8.98
0.00
25.09
11.77
0.32 -
- - - - - 0.32
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 12
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C MID Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
9.00
0.00
25.09
11.76
0.32 - - -
- - - 0.32
9.02
0.00
25.09
11.76
0.32 - - -
- - - 0.32
9.03
0.00
25.09
11.76
0.32 - - -
- - - 0.32
9.05
0.00
25.09
11.76
0.32 - - -
- - - 0.32
9.07
0.00
25.09
11.75
0.32 - - -
- - -- 0.32
9.08
0.00
25.09
11.75
0.32 - - -
- -- - 0.32
9.10
0.00
25.09
11.75
0.32 - -- --
- - -- 0.32
9.12
0.00
25.09
11.74
0.32 - -- -
-- - --- 0.32
9.13
0.00
25.09
11.74
0.32 - - - -
- - -- 0.32
9.15
0.00
25.09
11.74
0.32 -- - --
- - -- 0.32
9.17
0.00
25.09
11.73
0.32 - -- -
- -- -- 0.32
9.18
0.00
25.08
11.73
0.32 - - -
- - - 0.32
9.20
0.00
25.08
11.73
0.32 -- -- -
- -- -- 0.32
9.22
0.00
25.08
11.73
0.32 - - -
- - - 0.32
9.23
0.00
25.08
11.72
0.32 - - -
- - -- 0.32
9.25
0.00
25.08
11.72
0.32 - - -
- - -- 0.32
9.27
0.00
25.08
11.72
0.32 - - -
- - - 0.32
9.28
0.00
25.08
11.71
0.32 - - -
- - - 0.32
9.30
0.00
25.08
11.71
0.32 - - -
- - - 0.32
9.32
0.00
25.08
11.71
0.32 - - -
- - - 0.32
9.33
0.00
25.08
11.70
0.32 - - -
- - - 0.32
9.35
0.00
25.08
11.70
0.32 - -- -
- - - 0.32
9.37
0.00
25.08
11.70
0.32 -- - -
- - -- 0.32
9.38
0.00
25.08
11.69
0.32 - -- ---
- - - 0.32
9.40
0.00
25.08
11.69
0.32 -- --- --
- -- -- 0.32
9.42
0.00
25.08
11.69
0.32 - -- ----
- - - 0.32
9.43
0.00
25.08
11.69
0.32 - - --
- - - 0.32
9.45
0.00
25.08
11.68
0.32 -- -- -
- - - 0.32
9.47
0.00
25.08
11.68
0.32 - - -
- - - 0.32
9.48
0.00
25.08
11.68
0.32 - - -
- - - 0.32
9.50
0.00
25.08
11.67
0.32 -- - -
- - - 0.32
9.52
0.00
25.08
11.67
0.32 - - -
- - - 0.32
9.53
0.00
25.08
11.67
0.32 - - -
- - - 0.32
9.55
0.00
25.08
11.66
0.32 - - -
- - - 0.32
9.57
0.00
25.08
11.66
0.32 -- - -
- - - 0.32
9.58
0.00
25.07
11.66
0.32 - - -
- - - 0.32
9.60
0.00
25.07
11.66
0.32 - - -
- - - 0.32
9.62
0.00
25.07
11.65
0.32 - - -
- - -- 0.32
9.63
0.00
25.07
11.65
0.32 -- - --
- - - 0.32
9.65
0.00
25.07
11.65
0.32 -- -- -
-- - -- 0.32
9.67
0.00
25.07
11.64
0.32 -- - ---
-- -- -- 0.32
9.68
0.00
25.07
11.64
0.32 --- - --
--- -- -- 0.32
9.70
0.00
25.07
11.64
0.32 --- -- -
-- - -- 0.32
9.72
0.00
25.07
11.63
0.32 -- - -
- -- -- 0.32
9.73
0.00
25.07
11.63
0.32 -- - -
-- - -- 0.32
9.75
0.00
25.07
11.63
0.32 - - -
- - - 0.32
9.77
0.00
25.07
11.63
0.32 --- - -
- - - 0.32
9.78
0.00
25.07
11.62
0.32 - - -
-- - - 0.32
9.80
0.00
25.07
11.62
0.32 - - -
- - - 0.32
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 13
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cis
cis cis cfs
cfs cfs cfs cis cis
9.82
0.00
25.07
11.62
0.32 - --
-- -- - - 0.32
9.83
0.00
25.07
11.61
0.32 - -
- - - - 0.32
9.85
0.00
25.07
11.61
0.32 - -
- - - - 0.32
9.87
0.00
25.07
11.61
0.32 - -
- - - - 0.32
9.88
0.00
25.07
11.60
0.32 -- --
- - --- - 0.32
9.90
0.00
25.07
11.60
0.32 - -
-- - - - 0.32
9.92
0.00
25.07
11.60
0.32 - -
- - - - 0.32
9.93
0.00
25.07
11.60
0.32 - -
- - - - 0.32
9.95
0.00
25.07
11.59
0.32 - -
- - - - 0.32
9.97
0.00
25.07
11.59
0.32 - --
- -- - - 0.32
9.98
0.00
25.06
11.59
0.32 - -
- - - - 0.32
10.00
0.00
25.06
11.58
0.32 - -
- - - - 0.32
10.02
0.00
25.06
11.58
0.32 - -
- - - - 0.32
10.03
0.00
25.06
11.58
0.32 -- -
- - -- - 0.32
10.05
0.00
25.06
11.57
0.32 -- -
-- -- - - 0.32
10.07
0.00
25.06
11.57
0.32 - -
- - - - 0.32
10.08
0.00
25.06
11.57
0.32 - -
- - - - 0.32
10.10
0.00
25.06
11.57
0.32 - -
- - - - 0.32
10.12
0.00
25.06
11.56
0.32 --- -
-- - - - 0.32
10.13
0.00
25.06
11.56
0.32 -- --
- - - - 0.32
10.15
0.00
25.06
11.56
0.32 - -
- - - - 0.32
10.17
0.00
25.06
11.55
0.32 - -
- - - - 0.32
10.18
0.00
25.06
11.55
0.32 - -
- - - - 0.32
10.20
0.00
25.06
11.55
0.32 - ---
- - - - 0.32
10.22
0.00
25.06
11.55
0.32 - -
- - - - 0.32
10.23
0.00
25.06
11.54
0.32 - -
- - - - 0.32
10.25
0.00
25.06
11.54
0.32 - -
- - - - 0.32
10.27
0.00
25.06
11.54
0.32 - -
- - - -- 0.32
10.28
0.00
25.06
11.53
0.32 - -
- - - - 0.32
10.30
0.00
25.06
11.53
0.32 - -
-- - - -- 0.32
10.32
0.00
25.06
11.53
0.32 - -
- - - - 0.32
10.33
0.00
25.06
11.52
0.32 - -
- - - - 0.32
10.35
0.00
25.06
11.52
0.32 -- --
--- - - --- 0.32
10.37
0.00
25.06
11.52
0.32 -- -
-- - -- --- 0.32
10.38
0.00
25.05
11.52
0.32 - -
- - --- - 0.32
10.40
0.00
25.05
11.51
0.32 - -
- - - - 0.32
10.42
0.00
25.05
11.51
0.32 - -
- - - - 0.32
10.43
0.00
25.05
11.51
0.32 - -
--- - - - 0.32
10.45
0.00
25.05
11.50
0.32 --- --
- --- -- 0.32
10.47
0.00
25.05
11.50
0.32 ---- -
- - - - 0.32
10.48
0.00
25.05
11.50
0.32 - -
-- - - - 0.32
10.50
0.00
25.05
11.49
0.32 - -
- - - - 0.32
10.52
0.00
25.05
11.49
0.32 -- -
-- - -- - 0.32
10.53
0.00
25.05
11.49
0.32 --- --
-- -- - - 0.32
10.55
0.00
25.05
11.49
0.32 --- -
-- - - - 0.32
10.57
0.00
25.05
11.48
0.32 - -
- - - - 0.32
10.58
0.00
25.05
11.48
0.32 -- --
--- - - - 0.32
10.60
0.00
25.05
11.48
0.32 --- --
--- - --- - 0.32
10.62
0.00
25.05
11.47
0.32 --- --
- - - - 0.32
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 14
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
10.63
0.00
25.05
11.47
0.32 -
- - - -- - 0.32
10.65
0.00
25.05
11.47
0.32 -
- - - - - 0.32
10.67
0.00
25.05
11.46
0.32 -
- - - - - 0.32
10.68
0.00
25.05
11.46
0.32 -
- - - - - 0.32
10.70
0.00
25.05
11.46
0.32 -
- - -- --- - 0.32
10.72
0.00
25.05
11.46
0.32 --
- -- ___ - 0.32
10.73
0.00
25.05
11.45
0.32 -
- - --- -- - 0.32
10.75
0.00
25.05
11.45
0.32 -
- - -- -_ - 0.32
10.77
0.00
25.05
11.45
0.32 -
- -- - - - 0.32
10.78
0.00
25.04
11.44
0.32 -
- - - - - 0.32
10.80
0.00
25.04
11.44
0.32 -
- -- - -- - 0.32
10.82
0.00
25.04
11.44
0.32 -
--- -- - - - 0.32
10.83
0.00
25.04
11.43
0.32 --
- - - -_ - 0.32
10.85
0.00
25.04
11.43
0.32 -
- - - - - 0.32
10.87
0.00
25.04
11.43
0.32 -
- - - - - 0.32
10.88
0.00
25.04
11.43
0.32 -
- - - - - 0.32
10.90
0.00
25.04
11.42
0.32 -
- - - - - 0.32
10.92
0.00
25.04
11.42
0.32 -
- - - - - 0.32
10.93
0.00
25.04
11.42
0.32 -
- - - - -- 0.32
10.95
0.00
25.04
11.41
0.32 --
- - - - -- 0.32
10.97
0.00
25.04
11.41
0.32 -
- - - - - 0.32
10.98
0.00
25.04
11.41
0.32 -
- - - - - 0.32
11.00
0.00
25.04
11.40
0.32 -
- - - - - 0.32
11.02
0.00
25.04
11.40
0.32 -
- - - - - 0.32
11.03
0.00
25.04
11.40
0.32 -
-- - - - - 0.32
11.05
0.00
25.04
11.40
0.32 -
- - - - - 0.32
11.07
0.00
25.04
11.39
0.32 -
- - - -- - 0.32
11.08
0.00
25.04
11.39
0.32 -
- - - -- - 0.32
11.10
0.00
25.04
11.39
0.32 -
- - - - - 0.32
11.12
0.00
25.04
11.38
0.32 -
- - - - - 0.32
11.13
0.00
25.04
11.38
0.32 -
- - -- -- - 0.32
11.15
0.00
25.04
11.38
0.32 -
- -- - -- -- 0.32
11.17
0.00
25.04
11.38
0.32 -
-- - - -_ - 0.32
11.18
0.00
25.04
11.37
0.32 -
- - - - - 0.32
11.20
0.00
25.03
11.37
0.32 -
- - - - - 0.32
11.22
0.00
25.03
11.37
0.32 -
-- - - - - 0.32
11.23
0.00
25.03
11.36
0.32 -
- - - -- -- 0.32
11.25
0.00
25.03
11.36
0.32 -
-- - - - - 0.32
11.27
0.00
25.03
11.36
0.32 -----
-- - - - 0.32
11.28
0.00
25.03
11.35
0.32 -
---- -- - -- - 0.32
11.30
0.00
25.03
11.35
0.32 -
- - - -- - 0.32
11.32
0.00
25.03
11.35
0.32 -
- - - - - 0.32
11.33
0.00
25.03
11.35
0.32 -
-- - - - - 0.32
11.35
0.00
25.03
11.34
0.32 --
-- -- - -__ -- 0.32
11.37
0.00
25.03
11.34
0.32 ----
----- --- - ----- ---- 0.32
11.38
0.00
25.03
11.34
0.32 -
-- --- --- --- - 0.32
11.40
0.00
25.03
11.33
0.32 -
- - -- --- - 0.32
11.42
0.00
25.03
11.33
0.32 -
- - --- -- -- 0.32
11.43
0.00
25.03
11.33
0.32 -
- - - - - 0.32
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 15
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cis cfs cis cis
cfs cis cfs
11.45
0.00
25.03
11.32
0.32 - - - --
- - 0.32
11.47
0.00
25.03
11.32
0.32 - - - -
- - 0.32
11.48
0.00
25.03
11.32
0.32 - - - --
- --- 0.32
11.50
0.00
25.03
11.32
0.32 - - - --
- -- 0.32
11.52
0.00
25.03
11.31
0.32 - - - -
- - 0.32
11.53
0.00
25.03
11.31
0.32 - - - -
- - 0.32
11.55
0.00
25.03
11.31
0.32 - - - -
- - 0.32
11.57
0.00
25.03
11.30
0.32 -- - - --
- -- 0.32
11.58
0.00
25.03
11.30
0.32 - - - -
- - 0.32
11.60
0.00
25.02
11.30
0.32 - - - -
- - 0.32
11.62
0.00
25.02
11.29
0.32 - - - -
- - 0.32
11.63
0.00
25.02
11.29
0.32 - ----- - --
- -- 0.32
11.65
0.00
25.02
11.29
0.32 - - -- --
- - 0.32
11.67
0.00
25.02
11.29
0.32 - - - -
- - 0.32
11.68
0.00
25.02
11.28
0.32 - -- -- --
- - 0.32
11.70
0.00
25.02
11.28
0.32 - -- -- ---
- - 0.32
11.72
0.00
25.02
11.28
0.32 - -- - ---
- - 0.32
11.73
0.00
25.02
11.27
0.32 - - - -
- - 0.32
11.75
0.00
25.02
11.27
0.32 - -- - -
- - 0.32
11.77
0.00
25.02
11.27
0.32 - -- - --
- - 0.32
11.78
0.00
25.02
11.27
0.32 - - -- -
- - 0.32
11.80
0.00
25.02
11.26
0.32 - - - -
- - 0.32
11.82
0.00
25.02
11.26
0.32 - - - -
- - 0.32
11.83
0.00
25.02
11.26
0.32 - - -- -
- - 0.32
11.85
0.00
25.02
11.25
0.32 - - -- -
- - 0.32
11.87
0.00
25.02
11.25
0.32 - - - -
- - 0.32
11.88
0.00
25.02
11.25
0.32 - - - -
- - 0.32
11.90
0.00
25.02
11.24
0.32 - - -- -
- - 0.32
11.92
0.00
25.02
11.24
0.32 - - -- -
- - 0.32
11.93
0.00
25.02
11.24
0.32 - - - -
- - 0.32
11.95
0.00
25.02
11.24
0.32 - - - -
- - 0.32
11.97
0.00
25.02
11.23
0.32 - - - -
- - 0.32
11.98
0.00
25.02
11.23
0.32 - -- -- -
- -- 0.32
12.00
0.00
25.02
11.23
0.32 - - - -
- -- 0.32
12.02
0.00
25.01
11.22
0.32 - - - -
- - 0.32
12.03
0.00
25.01
11.22
0.32 - - - -
- - 0.32
12.05
0.00
25.01
11.22
0.32 ---- -- --- -
- - 0.32
12.07
0.00
25.01
11.22
0.32 --- -- -- --
- --- 0.32
12.08
0.00
25.01
11.21
0.32 - - - -
- - 0.32
12.10
0.00
25.01
11.21
0.32 - - - -
- --- 0.32
12.12
0.00
25.01
11.21
0.32 -- -- --
- ----- 0.32
12.13
0.00
25.01
11.20
0.32 -- - -- --
- ----- 0.32
12.15
0.00
25.01
11.20
0.32 -- - - -
- -- 0.32
12.17
0.00
25.01
11.20
0.31 - - - --
- - 0.31
12.18
0.00
25.01
11.19
0.31 - - --- --
- -- 0.31
12.20
0.00
25.01
11.19
0.31 --- -- --- -
-- -- 0.31
12.22
0.00
25.01
11.19
0.31 -- - - --
- - 0.31
12.23
0.00
25.01
11.19
0.31 - - - -
- - 0.31
12.25
0.00
25.01
11.18
0.31 - - -- ---
- -- 0.31
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 16
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cis cfs cfs cfs cfs cfs
12.27
0.00
25.01
11.18
0.31 - -- --
-- - --- 0.31
12.28
0.00
25.01
11.18
0.31 --- -- -
-- -- --- 0.31
12.30
0.00
25.01
11.17
0.31 - - -
- - -- 0.31
12.32
0.00
25.01
11.17
0.31 -- -- --
- - - 0.31
12.33
0.00
25.01
11.17
0.31 - - -
- - -- 0.31
12.35
0.00
25.01
11.16
0.31 -- - -
-- - -- 0.31
12.37
0.00
25.01
11.16
0.31 - - -
-- -- -- 0.31
12.38
0.00
25.01
11.16
0.31 - - -
- - -- 0.31
12.40
0.00
25.01
11.16
0.31 - - -
- - -- 0.31
12.42
0.00
25.00
11.15
0.31 - - -
-- - - 0.31
12.43
0.00
25.00
11.15
0.31 - - -
- - - 0.31
12.45
0.00
25.00
11.15
0.31 - - -
- -- - 0.31
12.47
0.00
25.00
11.14
0.31 - - -
- - - 0.31
12.48
0.00
25.00
11.14
0.31 - - -
- - - 0.31
12.50
0.00
25.00
11.14
0.31 - - -
- - - 0.31
12.52
0.00
25.00
11.14
0.31 - - -
-- - -- 0.31
12.53
0.00
25.00
11.13
0.31 - - -
- -- - 0.31
12.55
0.00
25.00
11.13
0.31 - - -
- -- - 0.31
12.57
0.00
25.00
11.13
0.31 - - --
- - - 0.31
12.58
0.00
25.00
11.12
0.31 - - -
- - - 0.31
12.60
0.00
25.00
11.12
0.31 - -- -
- -- - 0.31
12.62
0.00
25.00
11.12
0.31 - - --
- -- - 0.31
12.63
0.00
25.00
11.11
0.31 - - --
- - - 0.31
12.65
0.00
25.00
11.11
0.31 - -- -
- - - 0.31
12.67
0.00
25.00
11.11
0.31 - - -
- - - 0.31
12.68
0.00
25.00
11.10
0.31 - - --
- - - 0.31
12.70
0.00
25.00
11.10
0.31 - - -
- - - 0.31
12.72
0.00
25.00
11.10
0.31 - - -
- - - 0.31
12.73
0.00
25.00
11.09
0.31 - - -
- - - 0.31
12.75
0.00
25.00
11.09
0.31 - - -
- - - 0.31
12.77
0.00
25.00
11.09
0.31 - - -
- - - 0.31
12.78
0.00
25.00
11.08
0.31 - - -
- - - 0.31
12.80
0.00
25.00
11.08
0.31 - - -
- - - 0.31
12.82
0.00
24.99
11.08
0.31 - - -
- - - 0.31
12.83
0.00
24.99
11.07
0.31 - -- -
- - - 0.31
12.85
0.00
24.99
11.07
0.31 - - -
- - - 0.31
12.87
0.00
24.99
11.07
0.31 - -- --
- - - 0.31
12.88
0.00
24.99
11.06
0.31 -- -- --
- - - 0.31
12.90
0.00
24.99
11.06
0.31 --- - ---
-- - - 0.31
12.92
0.00
24.99
11.06
0.31 - --- -
- - --- 0.31
12.93
0.00
24.99
11.05
0.31 ----- - --
-- - - 0.31
12.95
0.00
24.99
11.05
0.31 --- --- ---
-- - -- 0.31
12.97
0.00
24.99
11.05
0.31 ----- -- --
- - -- 0.31
12.98
0.00
24.99
11.04
0.31 -- - ---
- - --- 0.31
13.00
0.00
24.99
11.04
0.31 ---- - -
- - -- 0.31
13.02
0.00
24.99
11.04
0.31 -- -- -
- - -- 0.31
13.03
0.00
24.99
11.03
0.31 -- - -
-- - - 0.31
13.05
0.00
24.99
11.03
0.31 --- - -
- - -- 0.31
13.07
0.00
24.99
11.03
0.31 -- - -
- -- - 0.31
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 17
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs cfs cfs cfs cfs
cfs
13.08
0.00
24.99
11.02
0.31 -- - -- -- -- -
0.31
13.10
0.00
24.99
11.02
0.31 -- -- --- - - -
0.31
13.12
0.00
24.99
11.02
0.31 - - --- - - --
0.31
13.13
0.00
24.99
11.01
0.31 - -- --- - - -
0.31
13.15
0.00
24.99
11.01
0.31 - - -- -- - -
0.31
13.17
0.00
24.99
11.01
0.31 - - - -- - -
0.31
13.18
0.00
24.99
11.00
0.31 - - -- - - -
0.31
13.20
0.00
24.98
11.00
0.31 - - - - - -
0.31
13.22
0.00
24.98
11.00
0.31 - - - - - -
0.31
13.23
0.00
24.98
11.00
0.31 - - - - - -
0.31
13.25
0.00
24.98
10.99
0.31 - - - - - -
0.31
13.27
0.00
24.98
10.99
0.31 - - - - - -
0.31
13.28
0.00
24.98
10.99
0.31 - - - - - -
0.31
13.30
0.00
24.98
10.98
0.31 - - - - - -
0.31
13.32
0.00
24.98
10.98
0.31 - - - - - -
0.31
13.33
0.00
24.98
10.98
0.31 - - - -- - -
0.31
13.35
0.00
24.98
10.97
0.31 - - -- - -- -
0.31
13.37
0.00
24.98
10.97
0.31 - - - - - -
0.31
13.38
0.00
24.98
10.97
0.31 - - - - - -
0.31
13.40
0.00
24.98
10.96
0.31 -- - - - - -
0.31
13.42
0.00
24.98
10.96
0.31 - --- - - - -
0.31
13.43
0.00
24.98
10.96
0.31 - - - - - -
0.31
13.45
0.00
24.98
10.95
0.31 - - - - - -
0.31
13.47
0.00
24.98
10.95
0.31 - - - - - -
0.31
13.48
0.00
24.98
10.95
0.31 - - - - - -
0.31
13.50
0.00
24.98
10.94
0.31 - - - - - -
0.31
13.52
0.00
24.98
10.94
0.31 - - - - - -
0.31
13.53
0.00
24.98
10.94
0.31 - - - - - -
0.31
13.55
0.00
24.98
10.93
0.31 - - - - - -
0.31
13.57
0.00
24.98
10.93
0.31 - - - - - -
0.31
13.58
0.00
24.98
10.93
0.31 - - - - - -
0.31
13.60
0.00
24.97
10.92
0.31 - - - - - -
0.31
13.62
0.00
24.97
10.92
0.31 - - - - - -
0.31
13.63
0.00
24.97
10.92
0.31 - - - - - -
0.31
13.65
0.00
24.97
10.91
0.31 - - - - - --
0.31
13.67
0.00
24.97
10.91
0.31 - - - - - -
0.31
13.68
0.00
24.97
10.91
0.31 -- - --- - - -
0.31
13.70
0.00
24.97
10.90
0.31 -- - -- -- - -
0.31
13.72
0.00
24.97
10.90
0.31 - -- --- -- -- --
0.31
13.73
0.00
24.97
10.90
0.31 ----- --- --- -- -- -
0.31
13.75
0.00
24.97
10.89
0.31 --- --- --- -- - -
0.31
13.77
0.00
24.97
10.89
0.31 -- - -- - - --
0.31
13.78
0.00
24.97
10.89
0.31 - - -- - - -
0.31
13.80
0.00
24.97
10.88
0.31 - - --- - - -
0.31
13.82
0.00
24.97
10.88
0.31 --- - -- - - -
0.31
13.83
0.00
24.97
10.88
0.31 -- - - - - -
0.31
13.85
0.00
24.97
10.87
0.31 - - -- - - -
0.31
13.87
0.00
24.97
10.87
0.31 - - - - - -
0.31
13.88
0.00
24.97
10.87
0.31 - - - - - -
0.31
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 18
Time Inflow Elevation Clv A Civ B Clv C MID Wr A Wr B Wr C MID Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
13.90
0.00
24.97
10.86
0.31 - - -
- - -- 0.31
13.92
0.00
24.97
10.86
0.31 - - -
- - - 0.31
13.93
0.00
24.97
10.86
0.31 - - -
- - - 0.31
13.95
0.00
24.97
10.85
0.31 - - -
- - - 0.31
13.97
0.00
24.97
10.85
0.31 - - -
- -- - 0.31
13.98
0.00
24.96
10.85
0.31 - - -
- - -- 0.31
14.00
0.00
24.96
10.84
0.31 - - --
- -- - 0.31
14.02
0.00
24.96
10.84
0.31 - -- --
- -- - 0.31
14.03
0.00
24.96
10.84
0.31 - - ---
--- -- - 0.31
14.05
0.00
24.96
10.83
0.31 - - --
-- -- - 0.31
14.07
0.00
24.96
10.83
0.31 - - --
- - -- 0.31
14.08
0.00
24.96
10.83
0.31 - - --
- - - 0.31
14.10
0.00
24.96
10.82
0.31 - - -
- - - 0.31
14.12
0.00
24.96
10.82
0.31 - -- -
- - - 0.31
14.13
0.00
24.96
10.82
0.31 - - -
- - - 0.31
14.15
0.00
24.96
10.81
0.31 - - -
- - - 0.31
14.17
0.00
24.96
10.81
0.31 - -- -
- - - 0.31
14.18
0.00
24.96
10.81
0.31 - - -
- - - 0.31
14.20
0.00
24.96
10.80
0.31 - - -
- - - 0.31
14.22
0.00
24.96
10.80
0.31 - - -
- - - 0.31
14.23
0.00
24.96
10.80
0.31 - - -
- - - 0.31
14.25
0.00
24.96
10.79
0.31 - - -
- - - 0.31
14.27
0.00
24.96
10.79
0.31 - -- -
- - - 0.31
14.28
0.00
24.96
10.79
0.31 - -- -
- - - 0.31
14.30
0.00
24.96
10.78
0.31 - -- -
- - - 0.31
14.32
0.00
24.96
10.78
0.31 -- -- -
- - - 0.31
14.33
0.00
24.96
10.78
0.31 - - -
- - - 0.31
14.35
0.00
24.96
10.77
0.31 - - -
- - - 0.31
14.37
0.00
24.96
10.77
0.31 - - -
- - - 0.31
14.38
0.00
24.95
10.77
0.31 - - -
- - - 0.31
14.40
0.00
24.95
10.76
0.31 -- - -
- - -- 0.31
14.42
0.00
24.95
10.76
0.31 - - -
- - - 0.31
14.43
0.00
24.95
10.76
0.31 - - -
- - - 0.31
14.45
0.00
24.95
10.75
0.31 - - -
- - - 0.31
14.47
0.00
24.95
10.75
0.31 - - -
- - - 0.31
14.48
0.00
24.95
10.75
0.31 -- - -
- - - 0.31
14.50
0.00
24.95
10.74
0.31 - - -
- - - 0.31
14.52
0.00
24.95
10.74
0.31 - - -
- - - 0.31
14.53
0.00
24.95
10.74
0.31 -- -- -
- - - 0.31
14.55
0.00
24.95
10.73
0.31 - -- --
- -- --- 0.31
14.57
0.00
24.95
10.73
0.31 ---- -- --
- -- -- 0.31
14.58
0.00
24.95
10.73
0.31 --- -- --
- ---- - 0.31
14.60
0.00
24.95
10.73
0.31 -- - --
-- --- -- 0.31
14.62
0.00
24.95
10.72
0.31 - - -
-- - --- 0.31
14.63
0.00
24.95
10.72
0.31 --- - --
-- - - 0.31
14.65
0.00
24.95
10.72
0.31 - -- -
- -- -- 0.31
14.67
0.00
24.95
10.71
0.31 - - -
-- --- -- 0.31
14.68
0.00
24.95
10.71
0.31 - - -
- - - 0.31
14.70
0.00
24.95
10.71
0.31 -- - -
-- - - 0.31
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 19
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cis cfs cis cfs cfs
cfs
14.72
0.00
24.95
10.70
0.31 -- -- -- - - -
0.31
14.73
0.00
24.95
10.70
0.31 - - - - - -
0.31
14.75
0.00
24.95
10.70
0.31 - - - - - -
0.31
14.77
0.00
24.94
10.69
0.31 - - - - - -
0.31
14.78
0.00
24.94
10.69
0.31 - - - - - -
0.31
14.80
0.00
24.94
10.69
0.31 - - - - - -
0.31
14.82
0.00
24.94
10.68
0.31 - - - - - -
0.31
14.83
0.00
24.94
10.68
0.31 - - -- - - -
0.31
14.85
0.00
24.94
10.68
0.31 -- --- -- - - -
0.31
14.87
0.00
24.94
10.67
0.31 -- ---- -- - - -
0.31
14.88
0.00
24.94
10.67
0.31 -- ---- - - - -
0.31
14.90
0.00
24.94
10.67
0.31 - --- -- -- - -
0.31
14.92
0.00
24.94
10.66
0.31 --- -- -- - - -
0.31
14.93
0.00
24.94
10.66
0.31 - - - - - -
0.31
14.95
0.00
24.94
10.66
0.31 - - - - - -
0.31
14.97
0.00
24.94
10.65
0.31 - - - - - -
0.31
14.98
0.00
24.94
10.65
0.31 - - - - - -
0.31
15.00
0.00
24.94
10.65
0.31 - - - - - -
0.31
15.02
0.00
24.94
10.64
0.31 - - - - - -
0.31
15.03
0.00
24.94
10.64
0.31 - - - - - -
0.31
15.05
0.00
24.94
10.64
0.31 - - -- - - -
0.31
15.07
0.00
24.94
10.63
0.31 - - - - - -
0.31
15.08
0.00
24.94
10.63
0.31 -- --- - - - ---
0.31
15.10
0.00
24.94
10.63
0.31 - -- - - - --
0.31
15.12
0.00
24.94
10.62
0.31 - - - - - -
0.31
15.13
0.00
24.94
10.62
0.31 - - - - - -
0.31
15.15
0.00
24.94
10.62
0.31 - - - - - -
0.31
15.17
0.00
24.93
10.61
0.31 - - - - - -
0.31
15.18
0.00
24.93
10.61
0.31 - - - - - -
0.31
15.20
0.00
24.93
10.61
0.31 - - - - - -
0.31
15.22
0.00
24.93
10.60
0.31 - - - - - --
0.31
15.23
0.00
24.93
10.60
0.31 - - - - - -
0.31
15.25
0.00
24.93
10.60
0.31 - --- - -- - -
0.31
15.27
0.00
24.93
10.59
0.31 - -- -- - - --
0.31
15.28
0.00
24.93
10.59
0.31 - - - - - --
0.31
15.30
0.00
24.93
10.59
0.31 - - - - - -
0.31
15.32
0.00
24.93
10.58
0.31 - -- - - - --
0.31
15.33
0.00
24.93
10.58
0.31 - - - - -- --
0.31
15.35
0.00
24.93
10.58
0.31 - - - - - -
0.31
15.37
0.00
24.93
10.57
0.31 - - - - - -
0.31
15.38
0.00
24.93
10.57
0.31 - - - - - -
0.31
15.40
0.00
24.93
10.57
0.31 - - - - - -
0.31
15.42
0.00
24.93
10.57
0.31 -- - - - - -
0.31
15.43
0.00
24.93
10.56
0.31 - - - -- -- --
0.31
15.45
0.00
24.93
10.56
0.31 - --- -- -- -- --
0.31
15.47
0.00
24.93
10.56
0.31 -- -- ---- - - -
0.31
15.48
0.00
24.93
10.55
0.31 -- - --- - -- - -
0.31
15.50
0.00
24.93
10.55
0.31 --- - - - - --
0.31
15.52
0.00
24.93
10.55
0.31 - - - - --
0.31
Continues on next page...

Post through Pond
Hydrograph Discharge Table
Page 20
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C MID Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs
cfs cfs cis cis cfs
15.53
0.00
24.93
10.54
0.31 - -
- - - - 0.31
15.55
0.00
24.93
10.54
0.31 - -
- - - - 0.31
15.57
0.00
24.92
10.54
0.31 - -
- -- - - 0.31
15.58
0.00
24.92
10.53
0.31 - -
- - - - 0.31
15.60
0.00
24.92
10.53
0.31 - -
- - - - 0.31
15.62
0.00
24.92
10.53
0.31 -- --
- - - - 0.31
15.63
0.00
24.92
10.52
0.31 - -
- - - - 0.31
15.65
0.00
24.92
10.52
0.31 - -
- -- - - 0.31
15.67
0.00
24.92
10.52
0.31 - -
- - - - 0.31
15.68
0.00
24.92
10.51
0.31 -- ----
- - - - 0.31
15.70
0.00
24.92
10.51
0.31 - --
--- - - - 0.31
15.72
0.00
24.92
10.51
0.31 -- -
--- - - - 0.31
15.73
0.00
24.92
10.50
0.31 -- --
--- - - - 0.31
15.75
0.00
24.92
10.50
0.31 ---- ----
- - - -- 0.31
15.77
0.00
24.92
10.50
0.31 -- ---
-- -- - - 0.31
15.78
0.00
24.92
10.49
0.31 --- -
--- - - - 0.31
15.80
0.00
24.92
10.49
0.31 ----- -
--- - --- - 0.31
15.82
0.00
24.92
10.49
0.31 ----- -
-- - - - 0.31
15.83
0.00
24.92
10.48
0.31 - -
- - - - 0.31
15.85
0.00
24.92
10.48
0.31 -- -
- - -- - 0.31
15.87
0.00
24.92
10.48
0.31 --- -
- - - - 0.31
15.88
0.00
24.92
10.47
0.31 - --
- - - - 0.31
15.90
0.00
24.92
10.47
0.31 - -
- - - - 0.31
15.92
0.00
24.92
10.47
0.31 - -
- - - - 0.31
15.93
0.00
24.92
10.46
0.31 - -
- - - - 0.31
15.95
0.00
24.92
10.46
0.31 - --
- - - - 0.31
15.97
0.00
24.91
10.46
0.31 - -
- - - - 0.31
15.98
0.00
24.91
10.45
0.31 -- -
- - - - 0.31
16.00
0.00
24.91
10.45
0.31 - -
- - - - 0.31
16.02
0.00
24.91
10.45
0.31 - -
- - - - 0.31
16.03
0.00
24.91
10.44
0.31 - -
- - - - 0.31
16.05
0.00
24.91
10.44
0.31 - -
- - - - 0.31
16.07
0.00
24.91
10.44
0.31 - -
- - - - 0.31
16.08
0.00
24.91
10.44
0.31 - -
- - - - 0.31
16.10
0.00
24.91
10.43
0.31 - -
- - - - 0.31
16.12
0.00
24.91
10.43
0.31 - -
- - - - 0.31
16.13
0.00
24.91
10.43
0.31 - -
- - - - 0.31
16.15
0.00
24.91
10.42
0.31 - -
- - - - 0.31
16.17
0.00
24.91
10.42
0.31 - -
- - - - 0.31
16.18
0.00
24.91
10.42
0.31 -- -
- - - - 0.31
16.20
0.00
24.91
10.41
0.31 - -
- - - - 0.31
16.22
0.00
24.91
10.41
0.31 - -
- - - - 0.31
16.23
0.00
24.91
10.41
0.31 - -
-- - -- - 0.31
16.25
0.00
24.91
10.40
0.31 - -
- - - -- 0.31
16.27
0.00
24.91
10.40
0.31 - -
- - - - 0.31
16.28
0.00
24.91
10.40
0.31 - -
-- - - - 0.31
16.30
0.00
24.91
10.39
0.31 - -
--- --- - - 0.31
16.32
0.00
24.91
10.39
0.31 - -
-- - - - 0.31
16.33
0.00
24.91
10.39
0.31 -- -
-- - - - 0.31
Continues on next page...

Hydrograph
Report
Page 1
English
Hyd. No. 4
Reality check post pnd
Hydrograph type =
Reservoir
Peak discharge
= 0.34 cfs
Storm frequency =
100 yrs
Time interval
= 1 min
Inflow hyd. No. =
2
Reservoir name
= Reality Check f
Max. Elevation =
25.31 ft
Max. Storage
= 99,858 cuft
S"e Indicafion whoa used Total Volume = 26,825 cult
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Civ C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.23
100.09
24.92
5.82
0.30 ---
- - -- -
- 0.30
0.25
83.41
25.04
6.22
0.31 -
---- ---- --- -
-- 0.31
0.27
66.73
25.14
7.37
0.32 --
- - -- -
- 0.32
0.28
50.05
25.22
8.16
0.33 -
- - -- -
- 0.33
0.30
33.36
25.27
8.67
0.33 -
- - -- -
- 0.33
0.32
16.68
25.30
8.97
0.34 -
- 0.00 - -
- 0.34
0.33
0.00
25.31 <<
9.06
0.34 -
- 0.00 - -
- 0.34 <<
0.35
0.00
25.31
9.05
0.34 -
- 0.00 - -
- 0.34
0.37
0.00
25.31
9.05
0.34 -
- 0.00 - -
- 0.34
0.38
0.00
25.31
9.05
0.34 -
- 0.00 - -
- 0.34
0.40
0.00
25.31
9.04
0.34 -
- 0.00 - -
- 0.34
0.42
0.00
25.31
9.04
0.34 -
- 0.00 - -
- 0.34
0.43
0.00
25.31
9.03
0.34 -
- 0.00 - -
- 0.34
0.45
0.00
25.31
9.03
0.34 --
- 0.00 - -
- 0.34
0.47
0.00
25.31
9.03
0.34 -
- 0.00 - -
- 0.34
0.48
0.00
25.31
9.02
0.34 -
- 0.00 - -
- 0.34
0.50
0.00
25.31
9.02
0.34 -
- 0.00 - -
- 0.34
0.52
0.00
25.31
9.02
0.34 -
- 0.00 - -
- 0.34
0.53
0.00
25.31
9.01
0.34 -
- 0.00 - -
- 0.34
0.55
0.00
25.31
9.01
0.34 -
- 0.00 - -
-- 0.34
0.57
0.00
25.31
9.00
0.34 -
- 0.00 - -
- 0.34
0.58
0.00
25.31
9.00
0.34 -
- 0.00 - -
- 0.34
0.60
0.00
25.31
9.00
0.34 -
- 0.00 - -
- 0.34
0.62
0.00
25.30
8.99
0.34 -
- 0.00 - -
- 0.34
0.63
0.00
25.30
8.99
0.34 -
- 0.00 - --
- 0.34
0.65
0.00
25.30
8.99
0.34 -
- 0.00 - -
- 0.34
0.67
0.00
25.30
8.98
0.34 --
-- 0.00 --- ---
- 0.34
0.68
0.00
25.30
8.98
0.34 ---
-- 0.00 ----- --
- 0.34
0.70
0.00
25.30
8.98
0.34 ---
-- 0.00 - ---
-- 0.34
0.72
0.00
25.30
8.97
0.34 --
-- 0.00 ---- ----
-- 0.34
0.73
0.00
25.30
8.97
0.34 -----
-- 0.00 ----- ---
--- 0.34
0.75
0.00
25.30
8.96
0.34 ---
-- 0.00 -- --
- 0.34
0.77
0.00
25.30
8.96
0.34 --
- 0.00 ----- --
- 0.34
0.78
0.00
25.30
8.96
0.34 --
- 0.00 - --
- 0.34
0.80
0.00
25.30
8.95
0.34 --
- ---- -- -
-- 0.34
0.82
0.00
25.30
8.95
0.34 --
- - - -
- 0.34
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 2
Time Inflow Elevation CIv A Clv B Clv C MID Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cis cfs cfs
0.83
0.00
25.30
8.94
0.34 -
- - - - - 0.34
0.85
0.00
25.30
8.94
0.34 --
-- - - - - 0.34
0.87
0.00
25.30
8.94
0.34 --
-- --- -- - - 0.34
0.88
0.00
25.30
8.93
0.34 --
-- - - - - 0.34
0.90
0.00
25.30
8.93
0.34 -
-- -- - - - 0.34
0.92
0.00
25.30
8.92
0.34 -
- - - - - 0.34
0.93
0.00
25.30
8.92
0.34 -
- - - - - 0.34
0.95
0.00
25.30
8.92
0.34 -
-- - - - - 0.34
0.97
0.00
25.30
8.91
0.34 --
- -- - - - 0.34
0.98
0.00
25.30
8.91
0.34 -
-- -- -- -- - 0.34
1.00
0.00
25.29
8.90
0.34 --
- - - - - 0.34
1.02
0.00
25.29
8.90
0.34 -
- - - - - 0.34
1.03
0.00
25.29
8.90
0.34 -
- - - - - 0.34
1.05
0.00
25.29
8.89
0.34 -
- - - - - 0.34
1.07
0.00
25.29
8.89
0.34 -
- - - - - 0.34
1.08
0.00
25.29
8.88
0.34 -
--- - - - - 0.34
1.10
0.00
25.29
8.88
0.34 -
- -- - -- - 0.34
1.12
0.00
25.29
8.87
0.34 -
- -- - -- - 0.34
1.13
0.00
25.29
8.87
0.34 -
- - - - - 0.34
1.15
0.00
25.29
8.87
0.34 -
- - - - - 0.34
1.17
0.00
25.29
8.86
0.34 -
- - - - - 0.34
1.18
0.00
25.29
8.86
0.34 -
- - - - - 0.34
1.20
0.00
25.29
8.85
0.34 -
- - -- - -- 0.34
1.22
0.00
25.29
8.85
0.34 -
- -- - - - 0.34
1.23
0.00
25.29
8.85
0.34 -
- - - - - 0.34
1.25
0.00
25.29
8.84
0.34 -
- - - - - 0.34
1.27
0.00
25.29
8.84
0.33 -
- - - - - 0.33
1.28
0.00
25.29
8.83
0.33 -
- - - - - 0.33
1.30
0.00
25.29
8.83
0.33 -
- - - - - 0.33
1.32
0.00
25.29
8.83
0.33 -
- - - - - 0.33
1.33
0.00
25.29
8.82
0.33 -
- - - - - 0.33
1.35
0.00
25.29
8.82
0.33 --
- - - - - 0.33
1.37
0.00
25.29
8.81
0.33 -
- - - - - 0.33
1.38
0.00
25.28
8.81
0.33 -
- - - - - 0.33
1.40
0.00
25.28
8.80
0.33 -
- - - - - 0.33
1.42
0.00
25.28
8.80
0.33 ---
- - - - - 0.33
1.43
0.00
25.28
8.80
0.33 ---
-- -- -- -- - 0.33
1.45
0.00
25.28
8.79
0.33 -
-- -- --- -- - 0.33
1.47
0.00
25.28
8.79
0.33 --
-- - - - - 0.33
1.48
0.00
25.28
8.78
0.33 -
- - - - - 0.33
1.50
0.00
25.28
8.78
0.33 -
- - - - - 0.33
1.52
0.00
25.28
8.78
0.33 -
-- - - - - 0.33
1.53
0.00
25.28
8.77
0.33 -
-- -- - -- - 0.33
1.55
0.00
25.28
8.77
0.33 --
--- -- - --- --- 0.33
1.57
0.00
25.28
8.76
0.33 -
-- --- --- --- --- 0.33
1.58
0.00
25.28
8.76
0.33 -
- - - -- - 0.33
1.60
0.00
25.28
8.76
0.33 -
- - - -- - 0.33
1.62
0.00
25.28
8.75
0.33 -
- - - - - 0.33
1.63
0.00
25.28
8.75
0.33 --
- - -- -- - 0.33
Continues on next page...

Reality check post pnd Page 3
Hydrograph Discharge Table
Time Inflow Elevation Clv A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
1.65
0.00
25.28
8.74
0.33 -
- --- - - - 0.33
1.67
0.00
25.28
8.74
0.33 --
--- --- --- -- -- 0.33
1.68
0.00
25.28
8.74
0.33 -
- -- - - -- 0.33
1.70
0.00
25.28
8.73
0.33 -
-- -- - -- -- 0.33
1.72
0.00
25.28
8.73
0.33 --
-- -- -- - - 0.33
1.73
0.00
25.28
8.72
0.33 -
-- - - -- -- 0.33
1.75
0.00
25.28
8.72
0.33 -
- - - - - 0.33
1.77
0.00
25.27
8.71
0.33 -
- -- -- --- - 0.33
1.78
0.00
25.27
8.71
0.33 -
- - -- - -- 0.33
1.80
0.00
25.27
8.71
0.33 -
- - -- - - 0.33
1.82
0.00
25.27
8.70
0.33 --
- - -- - - 0.33
1.83
0.00
25.27
8.70
0.33 -
-- -- -- - --- 0.33
1.85
0.00
25.27
8.69
0.33 -
-- - -- -- - 0.33
1.87
0.00
25.27
8.69
0.33 -
- - --- -- - 0.33
1.88
0.00
25.27
8.69
0.33 -
- -- - -- - 0.33
1.90
0.00
25.27
8.68
0.33 -
- -- -- - -- 0.33
1.92
0.00
25.27
8.68
0.33 -
- - - -- -- 0.33
1.93
0.00
25.27
8.67
0.33 -
- - - - - 0.33
1.95
0.00
25.27
8.67
0.33 -
- - -- - - 0.33
1.97
0.00
25.27
8.67
0.33 -
- - -- - - 0.33
1.98
0.00
25.27
8.66
0.33 -
- - - - - 0.33
2.00
0.00
25.27
8.66
0.33 -
- - - - - 0.33
2.02
0.00
25.27
8.65
0.33 -
- - -- - - 0.33
2.03
0.00
25.27
8.65
0.33 -
- - - - - 0.33
2.05
0.00
25.27
8.65
0.33 -
- - - - - 0.33
2.07
0.00
25.27
8.64
0.33 -
- - - - - 0.33
2.08
0.00
25.27
8.64
0.33 -
- - -- - - 0.33
2.10
0.00
25.27
8.63
0.33 -
--- - - - - 0.33
2.12
0.00
25.27
8.63
0.33 -
- -- - - - 0.33
2.13
0.00
25.27
8.63
0.33 -
- - - - - 0.33
2.15
0.00
25.26
8.62
0.33 -
-- - - - - 0.33
2.17
0.00
25.26
8.62
0.33 -
-- - - - - 0.33
2.18
0.00
25.26
8.61
0.33 -
- - -- - - 0.33
2.20
0.00
25.26
8.61
0.33 -
-- -- - - -- 0.33
2.22
0.00
25.26
8.60
0.33 ---
-- -- - - - 0.33
2.23
0.00
25.26
8.60
0.33 -
-- -- - -- -- 0.33
2.25
0.00
25.26
8.60
0.33 ---
--- -- -- - -- 0.33
2.27
0.00
25.26
8.59
0.33 -
---- - -- - -- 0.33
2.28
0.00
25.26
8.59
0.33 -
-- - -- --- -- 0.33
2.30
0.00
25.26
8.58
0.33 -----
--- ---- -- - --- 0.33
2.32
0.00
25.26
8.58
0.33 ---
--- -- - -- --- 0.33
2.33
0.00
25.26
8.58
0.33 --
--- -- - -- -- 0.33
2.35
0.00
25.26
8.57
0.33 ----
-- - -- -- - 0.33
2.37
0.00
25.26
8.57
0.33 ---
- - - --- --- 0.33
2.38
0.00
25.26
8.56
0.33 -
--- -- -- --- -- 0.33
2.40
0.00
25.26
8.56
0.33 --
--- --- -- - -- 0.33
2.42
0.00
25.26
8.56
0.33 -
- -- - -- --- 0.33
2.43
0.00
25.26
8.55
0.33 --
--- - -- --- -- 0.33
2.45
0.00
25.26
8.55
0.33 --
-- -- -- -- -- 0.33
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 4
Time Inflow Elevation Clv A Clv B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs
cfs cis cfs cfs cfs
2.47
0.00
25.26
8.54
0.33 -- --
-- - -- - 0.33
2.48
0.00
25.26
8.54
0.33 - -
-- - - - 0.33
2.50
0.00
25.26
8.54
0.33 - -
- - - - 0.33
2.52
0.00
25.26
8.53
0.33 - -
- - - - 0.33
2.53
0.00
25.25
8.53
0.33 - -
- - - - 0.33
2.55
0.00
25.25
8.52
0.33 - -
- - - - 0.33
2.57
0.00
25.25
8.52
0.33 - --
- - - - 0.33
2.58
0.00
25.25
8.52
0.33 - --
- - - - 0.33
2.60
0.00
25.25
8.51
0.33 - -
-- - - -- 0.33
2.62
0.00
25.25
8.51
0.33 -- ---
--- - - - 0.33
2.63
0.00
25.25
8.50
0.33 -- --
- - - --- 0.33
2.65
0.00
25.25
8.50
0.33 -- -
- - - - 0.33
2.67
0.00
25.25
8.49
0.33 -- -
-- - - - 0.33
2.68
0.00
25.25
8.49
0.33 - --
- - - -- 0.33
2.70
0.00
25.25
8.49
0.33 - -
- - - - 0.33
2.72
0.00
25.25
8.48
0.33 - -
- - - - 0.33
2.73
0.00
25.25
8.48
0.33 - -
- - - - 0.33
2.75
0.00
25.25
8.47
0.33 - -
- - - - 0.33
2.77
0.00
25.25
8.47
0.33 - -
- - - - 0.33
2.78
0.00
25.25
8.47
0.33 - -
- - - -- 0.33
2.80
0.00
25.25
8.46
0.33 - -
- - - - 0.33
2.82
0.00
25.25
8.46
0.33 - --
- - - - 0.33
2.83
0.00
25.25
8.45
0.33 --- --
- - - - 0.33
2.85
0.00
25.25
8.45
0.33 - --
- - - - 0.33
2.87
0.00
25.25
8.45
0.33 - -
- - - - 0.33
2.88
0.00
25.25
8.44
0.33 - -
- - - - 0.33
.2.90
0.00
25.25
8.44
0.33 - -
- - - - 0.33
2.92
0.00
25.24
8.43
0.33 - -
- - - - 0.33
2.93
0.00
25.24
8.43
0.33 - -
- - - - 0.33
2.95
0.00
25.24
8.43
0.33 - -
- - - - 0.33
2.97
0.00
25.24
8.42
0.33 - -
- - - - 0.33
2.98
0.00
25.24
8.42
0.33 - -
- -- - - 0.33
3.00
0.00
25.24
8.41
0.33 - --
-- - - - 0.33
3.02
0.00
25.24
8.41
0.33 - -
-- -- -- - 0.33
3.03
0.00
25.24
8.41
0.33 - -
-- - -- - 0.33
3.05
0.00
25.24
8.40
0.33 - -
- - - - 0.33
3.07
0.00
25.24
8.40
0.33 - -
- - - - 0.33
3.08
0.00
25.24
8.39
0.33 - -
- - - - 0.33
3.10
0.00
25.24
8.39
0.33 - -
- - - - 0.33
3.12
0.00
25.24
8.39
0.33 - -
- - - - 0.33
3.13
0.00
25.24
8.38
0.33 - -
-- - -- - 0.33
3.15
0.00
25.24
8.38
0.33 - -
- - - - 0.33
3.17
0.00
25.24
8.37
0.33 - -
-- - - - 0.33
3.18
0.00
25.24
8.37
0.33 - --
-- - -- - 0.33
3.20
0.00
25.24
8.36
0.33 -- -
-- - -- -- 0.33
3.22
0.00
25.24
8.36
0.33 -- -
-- -- -- - 0.33
3.23
0.00
25.24
8.36
0.33 -- ---
-- - --- - 0.33
3.25
0.00
25.24
8.35
0.33 -- --
---- - - - 0.33
3.27
0.00
25.24
8.35
0.33 - -
--- - - - 0.33
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 5
Time Inflow Elevation Clv A Clv B Clv C MID Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cis cis
cfs cis cfs cis cis cis
3.28
0.00
25.24
8.34
0.33 -
- - - - - 0.33
3.30
0.00
25.24
8.34
0.33 -
- - - - - 0.33
3.32
0.00
25.23
8.34
0.33 -
- - - - - 0.33
3.33
0.00
25.23
8.33
0.33 -
- - - - - 0.33
3.35
0.00
25.23
8.33
0.33 --
- - - - - 0.33
3.37
0.00
25.23
8.32
0.33 -
- - - - - 0.33
3.38
0.00
25.23
8.32
0.33 --
- -- - - - 0.33
3.40
0.00
25.23
8.32
0.33 --
- --- - - - 0.33
3.42
0.00
25.23
8.31
0.33 ---
--- --- - - - 0.33
3.43
0.00
25.23
8.31
0.33 -
- -- -- - - 0.33
3.45
0.00
25.23
8.30
0.33 --
- - - - - 0.33
3.47
0.00
25.23
8.30
0.33 --
--- - - - - 0.33
3.48
0.00
25.23
8.30
0.33 -
- - - - - 0.33
3.50
0.00
25.23
8.29
0.33 -
- -- - - - 0.33
3.52
0.00
25.23
8.29
0.33 -
- - - - - 0.33
3.53
0.00
25.23
8.28
0.33 -
- - - - - 0.33
3.55
0.00
25.23
8.28
0.33 -
- - - - - 0.33
3.57
0.00
25.23
8.28
0.33 -
- - - - - 0.33
3.58
0.00
25.23
8.27
0.33 -
- - - - - 0.33
3.60
0.00
25.23
8.27
0.33 -
- - - - - 0.33
3.62
0.00
25.23
8.26
0.33 -
- - - - - 0.33
3.63
0.00
25.23
8.26
0.33 -
- - - - - 0.33
3.65
0.00
25.23
8.26
0.33 -
- - - - - 0.33
3.67
0.00
25.23
8.25
0.33 -
- - - - - 0.33
3.68
0.00
25.23
8.25
0.33 --
--- -- - - - 0.33
3.70
0.00
25.22
8.24
0.33 --
-- - - - -- 0.33
3.72
0.00
25.22
8.24
0.33 -
-- --- -- - - 0.33
3.73
0.00
25.22
8.24
0.33 -
- - - - - 0.33
3.75
0.00
25.22
8.23
0.33 -
- - - -- - 0.33
3.77
0.00
25.22
8.23
0.33 -
- - - - - 0.33
3.78
0.00
25.22
8.22
0.33 -
- - - - - 0.33
3.80
0.00
25.22
8.22
0.33 -
- - - - - 0.33
3.82
0.00
25.22
8.22
0.33 -
- - - - - 0.33
3.83
0.00
25.22
8.21
0.33 -
- - - - - 0.33
3.85
0.00
25.22
8.21
0.33 -
- - - - - 0.33
3.87
0.00
25.22
8.20
0.33 -
- - - - - 0.33
3.88
0.00
25.22
8.20
0.33 -
- - - - - 0.33
3.90
0.00
25.22
8.20
0.33 -
- - - - - 0.33
3.92
0.00
25.22
8.19
0.33 -
- - - - - 0.33
3.93
0.00
25.22
8.19
0.33 --
-- - - -- - 0.33
3.95
0.00
25.22
8.18
0.33 -
-- - - --- -- 0.33
3.97
0.00
25.22
8.18
0.33 --
- --- --- - -- 0.33
3.98
0.00
25.22
8.17
0.33 --
-- -- - -- -- 0.33
4.00
0.00
25.22
8.17
0.33 -
- - -- - - 0.33
4.02
0.00
25.22
8.17
0.33 --
- --- - - -- 0.33
4.03
0.00
25.22
8.16
0.33 -
- - - - -- 0.33
4.05
0.00
25.22
8.16
0.33 -
- - - - -- 0.33
4.07
0.00
25.22
8.15
0.33 -
- - - - -- 0.33
4.08
0.00
25.22
8.15
0.33 -
- - - - - 0.33
Continues on next page...

Reality check post pnd Page 6
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
Cfs c% cfs
Cfs C% Cfs cfs cis
4.10
0.00
25.21
8.15
0.33 - -
- - - - 0.33
4.12
0.00
25.21
8.14
0.33 - --
- - - - 0.33
4.13
0.00
25.21
8.14
0.33 - -
- - - - 0.33
4.15
0.00
25.21
8.13
0.33 - -
-- - - - 0.33
4.17
0.00
25.21
8.13
0.33 - -
-- - - - 0.33
4.18
0.00
25.21
8.13
0.33 - -
-- - - - 0.33
4.20
0.00
25.21
8.12
0.33 - -
- - - - 0.33
4.22
0.00
25.21
8.12
0.33 - -
--- -- - - 0.33
4.23
0.00
25.21
8.11
0.33 - -
-- -- - -- 0.33
4.25
0.00
25.21
8.11
0.33 - --
- - - -- 0.33
4.27
0.00
25.21
8.11
0.33 - --
--- - - - 0.33
4.28
0.00
25.21
8.10
0.33 - -
--- --- -- - 0.33
4.30
0.00
25.21
8.10
0.33 --- --
-- -- - --- 0.33
4.32
0.00
25.21
8.09
0.33 - --
-- - -- -- 0.33
4.33
0.00
25.21
8.09
0.33 - ---
--- -- - - 0.33
4.35
0.00
25.21
8.09
0.33 -- -
--- -- - - 0.33
4.37
0.00
25.21
8.08
0.33 - --
- - - --- 0.33
4.38
0.00
25.21
8.08
0.33 -- -
- - - - 0.33
4.40
0.00
25.21
8.07
0.33 - -
- - - - 0.33
4.42
0.00
25.21
8.07
0.33 - -
- - - - 0.33
4.43
0.00
25.21
8.07
0.33 - -
- - - - 0.33
4.45
0.00
25.21
8.06
0.33 - -
- - - - 0.33
4.47
0.00
25.21
8.06
0.33 - -
- - - - 0.33
4.48
0.00
25.20
8.05
0.33 - -
- - - - 0.33
4.50
0.00
25.20
8.05
0.33 - -
- - - - 0.33
4.52
0.00
25.20
8.05
0.33 - -
- - - - 0.33
4.53
0.00
25.20
8.04
0.33 - -
- - - - 0.33
4.55
0.00
25.20
8.04
0.33 - -
- - - - 0.33
4.57
0.00
25.20
8.03
0.33 - -
- - - - 0.33
4.58
0.00
25.20
8.03
0.33 - -
- - - - 0.33
4.60
0.00
25.20
8.03
0.33 - -
- - - - 0.33
4.62
0.00
25.20
8.02
0.33 - -
- - - - 0.33
4.63
0.00
25.20
8.02
0.33 - -
- - - - 0.33
4.65
0.00
25.20
8.01
0.33 - -
- - - - 0.33
4.67
0.00
25.20
8.01
0.33 - -
-- - - - 0.33
4.68
0.00
25.20
8.01
0.33 - -
- - - - 0.33
4.70
0.00
25.20
8.00
0.33 - -
-- - - - 0.33
4.72
0.00
25.20
8.00
0.33 - -
- - - - 0.33
4.73
0.00
25.20
7.99
0.33 - -
- - - - 0.33
4.75
0.00
25.20
7.99
0.33 - -
- -- - - 0.33
4.77
0.00
25.20
7.98
0.33 - --
- - - - 0.33
4.78
0.00
25.20
7.98
0.33 - -
- - - - 0.33
4.80
0.00
25.20
7.97
0.33 -- -
-- - - - 0.33
4.82
0.00
25.20
7.97
0.33 - -
- - - -- 0.33
4.83
0.00
25.20
7.96
0.33 - ---
- - - - 0.33
4.85
0.00
25.20
7.96
0.33 - ---
-- -- -- - 0.33
4.87
0.00
25.20
7.96
0.33 -- -
---- - - --- 0.33
4.88
0.00
25.19
7.95
0.33 - --
-- -- - -- 0.33
4.90
0.00
25.19
7.95
0.33 - --
--- - - -- 0.33
Continues on next page...

Reality check post pnd Page 7
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
4.92
0.00
25.19
7.94
0.33 --
--- -- - - - 0.33
4.93
0.00
25.19
7.94
0.33 -
--- - - -- - 0.33
4.95
0.00
25.19
7.93
0.33 -
- - - - - 0.33
4.97
0.00
25.19
7.93
0.33 -
- - - - - 0.33
4.98
0.00
25.19
7.92
0.33 -
- - - - - 0.33
5.00
0.00
25.19
7.92
0.33 -
- - - - -- 0.33
5.02
0.00
25.19
7.91
0.33 -
- - - - - 0.33
5.03
0.00
25.19
7.91
0.33 -
- -- - - - 0.33
5.05
0.00
25.19
7.91
0.33 -
- -- -- - - 0.33
5.07
0.00
25.19
7.90
0.33 -
-- -- - - -- 0.33
5.08
0.00
25.19
7.90
0.33 -
- -- - - --- 0.33
5.10
0.00
25.19
7.89
0.33 -
- --- - - 0.33
5.12
0.00
25.19
7.89
0.33 -
- -- - - - 0.33
5.13
0.00
25.19
7.88
0.33 -
- - - - - 0.33
5.15
0.00
25.19
7.88
0.33 -
- - - - - 0.33
5.17
0.00
25.19
7.87
0.33 -
- - - - - 0.33
5.18
0.00
25.19
7.87
0.33 -
- - - - - 0.33
5.20
0.00
25.19
7.86
0.33 -
- - - - - 0.33
5.22
0.00
25.19
7.86
0.33 -
- - - - - 0.33
5.23
0.00
25.19
7.86
0.33 -
- - - - - 0.33
5.25
0.00
25.19
7.85
0.33 -
- - - - - 0.33
5.27
0.00
25.18
7.85
0.33 -
- - - - - 0.33
5.28
0.00
25.18
7.84
0.33 -
- -- - - - 0.33
5.30
0.00
25.18
7.84
0.33 -
- - - - - 0.33
5.32
0.00
25.18
7.83
0.33 -
- - - - -- 0.33
5.33
0.00
25.18
7.83
0.33 -
- - - - - 0.33
5.35
0.00
25.18
7.82
0.33 -
- - - - - 0.33
5.37
0.00
25.18
7.82
0.33 -
- - - - - 0.33
5.38
0.00
25.18
7.81
0.33 -
- - - - - 0.33
5.40
0.00
25.18
7.81
0.33 -
- - - - - 0.33
5.42
0.00
25.18
7.81
0.33 -
- - - - - 0.33
5.43
0.00
25.18
7.80
0.33 -
- - - - - 0.33
5.45
0.00
25.18
7.80
0.33 --
-- - - - - 0.33
5.47
0.00
25.18
7.79
0.33 -
- -- -- - - 0.33
5.48
0.00
25.18
7.79
0.33 -
- - - - - 0.33
5.50
0.00
25.18
7.78
0.33 -
- - - - -- 0.33
5.52
0.00
25.18
7.78
0.33 -
- - -- - - 0.33
5.53
0.00
25.18
7.77
0.33 -
-- - - - - 0.33
5.55
0.00
25.18
7.77
0.33 -
- - - - - 0.33
5.57
0.00
25.18
7.76
0.33 -
-- -- - - - 0.33
5.58
0.00
25.18
7.76
0.33 -
- - - - - 0.33
5.60
0.00
25.18
7.76
0.33 -
- - - - - 0.33
5.62
0.00
25.18
7.75
0.33 -
----- --- - - - 0.33
5.63
0.00
25.18
7.75
0.33 -
--- -- --- - -- 0.33
5.65
0.00
25.18
7.74
0.33 -
----- - -- -- 0.33
5.67
0.00
25.17
7.74
0.33 --
----- ----- --- - ---- 0.33
5.68
0.00
25.17
7.73
0.33 --
----- -- --- - - 0.33
5.70
0.00
25.17
7.73
0.33 ---
- -- -- -- ---- 0.33
5.72
0.00
25.17
7.72
0.33 -
- -- --- -- -- 0.33
Continues on next page...

Reality check post pnd Page 8
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
It
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
5.73
0.00
25.17
7.72
0.33 --
-- -- -- --- --- 0.33
5.75
0.00
25.17
7.71
0.33 -
- -- -- --- -- 0.33
5.77
0.00
25.17
7.71
0.33 --
- - - -- - 0.33
5.78
0.00
25.17
7.71
0.33 -
-- -- - -- - 0.33
5.80
0.00
25.17
7.70
0.33 --
-- -- - -- - 0.33
5.82
0.00
25.17
7.70
0.33 -
- -- -- - - 0.33
5.83
0.00
25.17
7.69
0.33 -
- -- - - - 0.33
5.85
0.00
25.17
7.69
0.33 -
- -- - - - 0.33
5.87
0.00
25.17
7.68
0.33 -
- --- - - - 0.33
5.88
0.00
25.17
7.68
0.33 --
- - - - -- 0.33
5.90
0.00
25.17
7.67
0.33 -
- -- - - - 0.33
5.92
0.00
25.17
7.67
0.33 --
- - - - - 0.33
5.93
0.00
25.17
7.67
0.33 -
- -- - - -- 0.33
5.95
0.00
25.17
7.66
0.33 -
- - - - - 0.33
5.97
0.00
25.17
7.66
0.33 -
- - - - - 0.33
5.98
0.00
25.17
7.65
0.33 -
- - - - - 0.33
6.00
0.00
25.17
7.65
0.33 --
- - - - - 0.33
6.02
0.00
25.17
7.64
0.33 -
- - - - - 0.33
6.03
0.00
25.17
7.64
0.33 -
- - - - - 0.33
6.05
0.00
25.17
7.63
0.32 -
- - - - - 0.32
6.07
0.00
25.16
7.63
0.32 -
- - - - - 0.32
6.08
0.00
25.16
7.62
0.32 -
- - - - - 0.32
6.10
0.00
25.16
7.62
0.32 -
- - - - - 0.32
6.12
0.00
25.16
7.62
0.32 -
- - - - - 0.32
6.13
0.00
25.16
7.61
0.32 -
- - - - - 0.32
6.15
0.00
25.16
7.61
0.32 -
- - - - - 0.32
6.17
0.00
25.16
7.60
0.32 -
- - - - - 0.32
6.18
0.00
25.16
7.60
0.32 -
- - - - - 0.32
6.20
0.00
25.16
7.59
0.32 -
- - - - - 0.32
6.22
0.00
25.16
7.59
0.32 -
- - - - - 0.32
6.23
0.00
25.16
7.58
0.32 -
- - - - - 0.32
6.25
0.00
25.16
7.58
0.32 -
- - - - - 0.32
6.27
0.00
25.16
7.57
0.32 -
- - - - - 0.32
6.28
0.00
25.16
7.57
0.32 --
- - - - - 0.32
6.30
0.00
25.16
7.57
0.32 --
- - - - - 0.32
6.32
0.00
25.16
7.56
0.32 --
-- - - - - 0.32
6.33
0.00
25.16
7.56
0.32 --
- - - - - 0.32
6.35
0.00
25.16
7.55
0.32 -
-- - - - - 0.32
6.37
0.00
25.16
7.55
0.32 -
- - - -- - 0.32
6.38
0.00
25.16
7.54
0.32 --
-- - - -- - 0.32
6.40
0.00
25.16
7.54
0.32 -
- - -- - - 0.32
6.42
0.00
25.16
7.53
0.32 --
- - - --- - 0.32
6.43
0.00
25.16
7.53
0.32 -
--- -- --- - -- 0.32
6.45
0.00
25.15
7.53
0.32 --
--- -- --- --- -- 0.32
6.47
0.00
25.15
7.52
0.32 -
-- - - --- --- 0.32
6.48
0.00
25.15
7.52
0.32 --
- -- -- --- -- 0.32
6.50
0.00
25.15
7.51
0.32 --
- -- --- -- -- 0.32
6.52
0.00
25.15
7.51
0.32 ---
---- -- -- -- --- 0.32
6.53
0.00
25.15
7.50
0.32 -
-- -- - --- -- 0.32
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 9
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
It
cfs
cfs cfs
cfs cfs cfs cfs cis cfs
6.55
0.00
25.15
7.50
0.32 -
- - - - - 0.32
6.57
0.00
25.15
7.49
0.32 -
- - - - - 0.32
6.58
0.00
25.15
7.49
0.32 -
- - - -- -- 0.32
6.60
0.00
25.15
7.48
0.32 -
- - - - -- 0.32
6.62
0.00
25.15
7.48
0.32 -
- - - - -- 0.32
6.63
0.00
25.15
7.48
0.32 ---
-- -- -- --- - 0.32
6.65
0.00
25.15
7.47
0.32 -
- - - -- -- 0.32
6.67
0.00
25.15
7.47
0.32 -
- - - -- - 0.32
6.68
0.00
25.15
7.46
0.32 -
- - - - - 0.32
6.70
0.00
25.15
7.46
0.32 -
- - - -- - 0.32
6.72
0.00
25.15
7.45
0.32 -
- - - - - 0.32
6.73
0.00
25.15
7.45
0.32 -
- - - - - 0.32
6.75
0.00
25.15
7.44
0.32 -
-- - - -- - 0.32
6.77
0.00
25.15
7.44
0.32 -
- - - -- -- 0.32
6.78
0.00
25.15
7.44
0.32 -
- --- - - -- 0.32
6.80
0.00
25.15
7.43
0.32 --
- -- - -- - 0.32
6.82
0.00
25.15
7.43
0.32 -
- - - - - 0.32
6.83
0.00
25.15
7.42
0.32 -
- - - - - 0.32
6.85
0.00
25.14
7.42
0.32 -
- - - - - 0.32
6.87
0.00
25.14
7.41
0.32 -
- - - - - 0.32
6.88
0.00
25.14
7.41
0.32 -
- - - - - 0.32
6.90
0.00
25.14
7.40
0.32 -
- -- - - - 0.32
6.92
0.00
25.14
7.40
0.32 -
- -- - - - 0.32
6.93
0.00
25.14
7.39
0.32 -
- - - - - 0.32
6.95
0.00
25.14
7.39
0.32 -
- - - - - 0.32
6.97
0.00
25.14
7.39
0.32 -
- - - - - 0.32
6.98
0.00
25.14
7.38
0.32 -
- - - - - 0.32
7.00
0.00
25.14
7.38
0.32 -
- - - - - 0.32
7.02
0.00
25.14
7.37
0.32 -
- - - - - 0.32
7.03
0.00
25.14
7.37
0.32 -
- - - - - 0.32
7.05
0.00
25.14
7.36
0.32 -
- - - - - 0.32
7.07
0.00
25.14
7.36
0.32 -
- -- - - - 0.32
7.08
0.00
25.14
7.35
0.32 -
-- - - - -- 0.32
7.10
0.00
25.14
7.35
0.32 -
- - - - -- 0.32
7.12
0.00
25.14
7.35
0.32 -
- - - - - 0.32
7.13
0.00
25.14
7.34
0.32 -
- - - - - 0.32
7.15
0.00
25.14
7.34
0.32 -
- - - - - 0.32
7.17
0.00
25.14
7.33
0.32 -
- - - - - 0.32
7.18
0.00
25.14
7.33
0.32 -
- --- - --- -- 0.32
7.20
0.00
25.14
7.32
0.32 --
- - - - 0.32
7.22
0.00
25.14
7.32
0.32 -
-- --- --- -- 0.32
7.23
0.00
25.14
7.31
0.32 -
- -- - -- -- 0.32
7.25
0.00
25.13
7.31
0.32 -
- -- - - -- 0.32
7.27
0.00
25.13
7.31
0.32 -
- - - -- - 0.32
7.28
0.00
25.13
7.30
0.32 -
- - - - - 0.32
7.30
0.00
25.13
7.30
0.32 -
- - - - - 0.32
7.32
0.00
25.13
7.29
0.32 -
- - - - - 0.32
7.33
0.00
25.13
7.29
0.32 -
- --- - - - 0.32
7.35
0.00
25.13
7.28
0.32 --
- -- -- -- 0.32
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 10
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs cfs cfs cfs cfs
cfs
7.37
0.00
25.13
7.28
0.32 - - - - - -
0.32
7.38
0.00
25.13
7.27
0.32 - - - - - -
0.32
7.40
0.00
25.13
7.27
0.32 - - - - - -
0.32
7.42
0.00
25.13
7.26
0.32 - - - - - -
0.32
7.43
0.00
25.13
7.26
0.32 -- - - - - -
0.32
7.45
0.00
25.13
7.26
0.32 - -- -- - -- -
0.32
7.47
0.00
25.13
7.25
0.32 -- - -- - - -
0.32
7.48
0.00
25.13
7.25
0.32 - - - -- -- -
0.32
7.50
0.00
25.13
7.24
0.32 --- --- --- ---- -
0.32
7.52
0.00
25.13
7.24
0.32 -- -- -- - --- -
0.32
7.53
0.00
25.13
7.23
0.32 - - - - - -
0.32
7.55
0.00
25.13
7.23
0.32 -- - - -- - -
0.32
7.57
0.00
25.13
7.22
0.32 - - - - -- -
0.32
7.58
0.00
25.13
7.22
0.32 - - - - - -
0.32
7.60
0.00
25.13
7.22
0.32 - - - - - -
0.32
7.62
0.00
25.13
7.21
0.32 - - - - - -
0.32
7.63
0.00
25.13
7.21
0.32 - - - - - -
0.32
7.65
0.00
25.12
7.20
0.32 - - - - - -
0.32
7.67
0.00
25.12
7.20
0.32 - - - - - -
0.32
7.68
0.00
25.12
7.19
0.32 - - - - - -
0.32
7.70
0.00
25.12
7.19
0.32 - - - - - -
0.32
7.72
0.00
25.12
7.18
0.32 - - - - - -
0.32
7.73
0.00
25.12
7.18
0.32 - -- - - - -
0.32
7.75
0.00
25.12
7.18
0.32 - - - - - -
0.32
7.77
0.00
25.12
7.17
0.32 -- -- - - - --
0.32
7.78
0.00
25.12
7.17
0.32 ----- - - -- - -
0.32
7.80
0.00
25.12
7.16
0.32 - - - - - -
0.32
7.82
0.00
25.12
7.16
0.32 - - - - - -
0.32
7.83
0.00
25.12
7.15
0.32 - - - - - -
0.32
7.85
0.00
25.12
7.15
0.32 -- - - - - -
0.32
7.87
0.00
25.12
7.14
0.32 - - - - - -
0.32
7.88
0.00
25.12
7.14
0.32 - - - - - -
0.32
7.90
0.00
25.12
7.14
0.32 - - - - - -
0.32
7.92
0.00
25.12
7.13
0.32 - - - - - -
0.32
7.93
0.00
25.12
7.13
0.32 - - - - - -
0.32
7.95
0.00
25.12
7.12
0.32 - - - - - -
0.32
7.97
0.00
25.12
7.12
0.32 - - - - - -
0.32
7.98
0.00
25.12
7.11
0.32 - - - - - -
0.32
8.00
0.00
25.12
7.11
0.32 --- -- - - - -
0.32
8.02
0.00
25.12
7.10
0.32 - -- - - - -
0.32
8.03
0.00
25.12
7.10
0.32 - -- - -- - ---
0.32
8.05
0.00
25.11
7.10
0.32 --- --- - - --- -
0.32
8.07
0.00
25.11
7.09
0.32 - -- - - --- --
0.32
8.08
0.00
25.11
7.09
0.32 - - -- -- -- -
0.32
8.10
0.00
25.11
7.08
0.32 -- - - - - -
0.32
8.12
0.00
25.11
7.08
0.32 -- -- - - - --
0.32
8.13
0.00
25.11
7.01
-0.32 - - - - - -
0.32
8.15
0.00
25.11
7.07
0.32 - - - - - -
0.32
8.17
0.00
25.11
7.06
0.32 - - - -- - -
0.32
Continues on next page...

Reality check post pad
Hydrograph Discharge Table
Page 11
Time Inflow Elevation Clv A Civ B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs cfs cis cis cfs
cfs
8.18
0.00
25.11
7.06
0.32 - - - - - -
0.32
8.20
0.00
25.11
7.05
0.32 -- - - - - -
0.32
8.22
0.00
25.11
7.05
0.32 - - - -- - ---
0.32
8.23
0.00
25.11
7.05
0.32 - - - - - -
0.32
8.25
0.00
25.11
7.04
0.32 - - - - - -
0.32
8.27
0.00
25.11
7.04
0.32 - - - - - -
0.32
8.28
0.00
25.11
7.03
0.32 -- - - -- - -
0.32
8.30
0.00
25.11
7.03
0.32 -- - - - - -
0.32
8.32
0.00
25.11
7.02
0.32 - - - - - -
0.32
8.33
0.00
25.11
7.02
0.32 - - - - - -
0.32
8.35
0.00
25.11
7.01
0.32 -- - - - - -
0.32
8.37
0.00
25.11
7.01
0.32 - - - - - -
0.32
8.38
0.00
25.11
7.01
0.32 - - - - - -
0.32
8.40
0.00
25.11
7.00
0.32 - - - - - -
0.32
8.42
0.00
25.11
7.00
0.32 -- - -- -- - -
0.32
8.43
0.00
25.11
6.99
0.32 - - - - - -
0.32
8.45
0.00
25.10
6.99
0.32 - - - - - -
0.32
8.47
0.00
25.10
6.98
0.32 -- - -- - - -
0.32
8.48
0.00
25.10
6.98
0.32 - -- -- - - --
0.32
8.50
0.00
25.10
6.97
0.32 - - - - - -
0.32
8.52
0.00
25.10
6.97
0.32 - - - - - -
0.32
8.53
0.00
25.10
6.97
0.32 - - - - - -
0.32
8.55
0.00
25.10
6.96
0.32 -- - - - - -
0.32
8.57
0.00
25.10
6.96
0.32 - - - - - -
0.32
8.58
0.00
25.10
6.95
0.32 - - - - - -
0.32
8.60
0.00
25.10
6.95
0.32 - - - - - -
0.32
8.62
0.00
25.10
6.94
0.32 - - - - -- --
0.32
8.63
0.00
25.10
6.94
0.32 - - - - - -
0.32
8.65
0.00
25.10
6.93
0.32 - - - - - -
0.32
8.67
0.00
25.10
6.93
0.32 - - - - - --
0.32
8.68
0.00
25.10
6.92
0.32 - - - - - -
0.32
8.70
0.00
25.10
6.92
0.32 - - - - - -
0.32
8.72
0.00
25.10
6.91
0.32 - - - - - -
0.32
8.73
0.00
25.10
6.91
0.32 - - - - - -
0.32
8.75
0.00
25.10
6.90
0.32 - -- - -- -- ---
0.32
8.77
0.00
25.10
6.90
0.32 - - - - - -
0.32
8.78
0.00
25.10
6.89
0.32 - - - - -- -
0.32
8.80
0.00
25.10
6.89
0.32 - - - -- -- -
0.32
8.82
0.00
25.10
6.88
0.32 --- - -- --- - ----
0.32
8.83
0.00
25.10
6.88
0.32 - - - - - --
0.32
8.85
0.00
25.09
6.87
0.32 - - -- -- - -
0.32
8.87
0.00
25.09
6.87
0.32 --- - - --- - ---
0.32
8.88
0.00
25.09
6.86
0.32 --- - - --- -- ---
0.32
8.90
0.00
25.09
6.86
0.32 - - - - - -
0.32
8.92
0.00
25.09
6.85
0.32 -- - - -- - -
0.32
8.93
0.00
25.09
6.85
0.32 ---- - -- -- - -
0.32
8.95
0.00
25.09
6.84
0.32 --- --- - -- - -
0.32
8.97
0.00
25.09
6.83
0.32 -- -- - -- - -
0.32
8.98
0.00
25.09
6.83
0.32 -- - - --- - -
0.32
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 12
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs cfs cfs cfs cfs
cfs
9.00
0.00
25.09
6.82
0.32 - - - - - -
0.32
9.02
0.00
25.09
6.82
0.32 - - - - - -
0.32
9.03
0.00
25.09
6.81
0.32 - - - - - -
0.32
9.05
0.00
25.09
6.81
0.32 - - - - - --
0.32
9.07
0.00
25.09
6.80
0.32 -- - -- - -- --
0.32
9.08
0.00
25.09
6.80
0.32 -- - --- --- - ---
0.32
9.10
0.00
25.09
6.79
0.32 - - - --- - --
0.32
9.12
0.00
25.09
6.79
0.32 - -- - - -- --
0.32
9.13
0.00
25.09
6.78
0.32 - - - - - -
0.32
9.15
0.00
25.09
6.78
0.32 - - - -- - -
0.32
9.17
0.00
25.09
6.77
0.32 - - - - - -
0.32
9.18
0.00
25.09
6.77
0.32 - - - - - -
0.32
9.20
0.00
25.09
6.76
0.32 - - - - - -
0.32
9.22
0.00
25.09
6.76
0.32 - - - -- - -
0.32
9.23
0.00
25.09
6.75
0.32 - - - - - -
0.32
9.25
0.00
25.09
6.75
0.32 - - - - - -
0.32
9.27
0.00
25.08
6.74
0.32 - - - --- - -
0.32
9.28
0.00
25.08
6.73
0.32 -- -- - -- - -
0.32
9.30
0.00
25.08
6.73
0.32 -- -- - -- - -
0.32
9.32
0.00
25.08
6.72
0.32 - -- -- -- - -
0.32
9.33
0.00
25.08
6.72
0.32 - - -- - - -
0.32
9.35
0.00
25.08
6.71
0.32 - - - - - -
0.32
9.37
0.00
25.08
6.71
0.32 - - - - - -
0.32
9.38
0.00
25.08
6.70
0.32 - - - - - -
0.32
9.40
0.00
25.08
6.70
0.32 - - - - - -
0.32
9.42
0.00
25.08
6.69
0.32 - - - - - -
0.32
9.43
0.00
25.08
6.69
0.32 - - - - - -
0.32
9.45
0.00
25.08
6.68
0.32 - - - - - -
0.32
9.47
0.00
25.08
6.68
0.32 - - - - - -
0.32
9.48
0.00
25.08
6.67
0.32 - - -- - - -
0.32
9.50
0.00
25.08
6.67
0.32 - - - - - -
0.32
9.52
0.00
25.08
6.66
0.32 -- - -- - - -
0.32
9.53
0.00
25.08
6.66
0.32 - - -- - - --
0.32
9.55
0.00
25.08
6.65
0.32 - -- - - - -
0.32
9.57
0.00
25.08
6.65
0.32 - -- - - - -
0.32
9.58
0.00
25.08
6.64
0.32 - - -- - - -
0.32
9.60
0.00
25.08
6.64
0.32 - - - - - -
0.32
9.62
0.00
25.08
6.63
0.32 - - - - - --
0.32
9.63
0.00
25.08
6.62
0.32 - - - - - -
0.32
9.65
0.00
25.08
6.62
0.32 - - - - - -
0.32
9.67
0.00
25.07
6.61
0.32 - - - - -- -
0.32
9.68
0.00
25.07
6.61
0.32 -- - - -- --- ---
0.32
9.70
0.00
25.07
6.60
0.32 - - --- --- - --
0.32
9.72
0.00
25.07
6.60
0.32 ---- - -- ---- --- --
0.32
9.73
0.00
25.07
6.59
0.32 -- - - -- --- --
0.32
9.75
0.00
25.07
6.59
0.32 -- -- -- ---- -- --
0.32
9.77
0.00
25.07
6.58
0.32 -- - -- ---- -- -
0.32
9.78
0.00
25.07
6.58
0.32 - -- - -- --- -
0.32
9.80
0.00
25.07
6.57
0.32 - - - ---- - -
0.32
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 13
Time Inflow Elevation Civ A Civ B Clv C Civ D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cis cis cfs cfs cfs cfs cfs
cfs
9.82
0.00
25.07
6.57
0.32 - - - - - -
0.32
9.83
0.00
25.07
6.56
0.32 - - - - - --
0.32
9.85
0.00
25.07
6.56
0.32 - - - - - -
0.32
9.87
0.00
25.07
6.55
0.32 - - - - - -
0.32
9.88
0.00
25.07
6.55
0.32 - - - - - ---
0.32
9.90
0.00
25.07
6.54
0.32 - - - - - --
0.32
9.92
0.00
25.07
6.54
0.32 - -- - - - --
0.32
9.93
0.00
25.07
6.53
0.32 -- --- - -- - -
0.32
9.95
0.00
25.07
6.53
0.32 - --- - - --- ---
0.32
9.97
0.00
25.07
6.52
0.32 --- -- --- -- --- --
0.32
9.98
0.00
25.07
6.52
0.32 -- - - - - -
0.32
10.00
0.00
25.07
6.51
0.32 -- -- -- - - -
0.32
10.02
0.00
25.07
6.50
0.32 -- - - - - -
0.32
10.03
0.00
25.07
6.50
0.32 - - - - - -
0.32
10.05
0.00
25.07
6.49
0.32 - - - - - -
0.32
10.07
0.00
25.06
6.49
0.32 - - - - - -
0.32
10.08
0.00
25.06
6.48
0.32 - - - - - -
0.32
10.10
0.00
25.06
6.48
0.32 - - - - - -
0.32
10.12
0.00
25.06
6.47
0.32 - - - - - -
0.32
10.13
0.00
25.06
6.47
0.32 - - - - - -
0.32
10.15
0.00
25.06
6.46
0.32 - - - - - -
0.32
10.17
0.00
25.06
6.46
0.32 - - - - - -
0.32
10.18
0.00
25.06
6.45
0.32 - - -- - - -
0.32
10.20
0.00
25.06
6.45
0.32 - - - - - -
0.32
10.22
0.00
25.06
6.44
0.32 - - - - - -
0.32
10.23
0.00
25.06
6.44
0.32 -- -- - - - -
0.32
10.25
0.00
25.06
6.43
0.32 - -- - - - -
0.32
10.27
0.00
25.06
6.43
0.32 - - - - - --
0.32
10.28
0.00
25.06
6.42
0.32 - - - - - -
0.32
10.30
0.00
25.06
6.42
0.32 - - - - - -
0.32
10.32
0.00
25.06
6.41
0.32 - - - - - -
0.32
10.33
0.00
25.06
6.41
0.32 - - - - - -
0.32
10.35
0.00
25.06
6.40
0.32 - - - - - -
0.32
10.37
0.00
25.06
6.40
0.32 - - - - - -
0.32
10.38
0.00
25.06
6.39
0.32 - - - - - -
0.32
10.40
0.00
25.06
6.38
0.32 - - - - - -
0.32
10.42
0.00
25.06
6.38
0.32 - - - - - -
0.32
10.43
0.00
25.06
6.37
0.32 - - -- - - -
0.32
10.45
0.00
25.06
6.37
0.32 - -- - - - -
0.32
10.47
0.00
25.06
6.36
0.32 -- -- - - -- --
0.32
10.48
0.00
25.05
6.36
0.32 -- -- - - ----- ----
0.32
10.50
0.00
25.05
6.35
0.32 - --- -- -- --
0.32
10.52
0.00
25.05
6.35
0.32 -- ---- --- --- --- --
0.32
10.53
0.00
25.05
6.34
0.32 - -- - - -- ---
0.32
10.55
0.00
25.05
6.34
0.32 - --- - -- - --
0.32
10.57
0.00
25.05
6.33
0.32 - --- -- - -- -
0.32
10.58
0.00
25.05
6.33
0.32 - --- -- - - -
0.32
10.60
0.00
25.05
6.32
0.32 - - - - - -
0.32
10.62
0.00
25.05
6.32
0.32 - --- - - -- -
0.32
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 14
Time
Inflow
Elevation
Clv A
CIv B Clv C Clv D Wr A
Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs cfs
cfs cfs cfs cfs
10.63
0.00
25.05
6.31
0.32 -- ----- -
-- - -- 0.32
10.65
0.00
25.05
6.31
0.32 - - --
- -- - 0.32
10.67
0.00
25.05
6.30
0.32 - -- -
- - - 0.32
10.68
0.00
25.05
6.30
0.32 - - -
- - - 0.32
10.70
0.00
25.05
6.29
0.32 - - -
- - - 0.32
10.72
0.00
25.05
6.29
0.32 - - -
- - - 0.32
10.73
0.00
25.05
6.28
0.32 - - -
- - - 0.32
10.75
0.00
25.05
6.28
0.32 -- --- -
-- - - 0.32
10.77
0.00
25.05
6.27
0.32 - --- --
--- - -- 0.32
10.78
0.00
25.05
6.26
0.32 -- --- --
-- - - 0.32
10.80
0.00
25.05
6.26
0.32 - -- -
- - - 0.32
10.82
0.00
25.05
6.25
0.32 - - -
- - - 0.32
10.83
0.00
25.05
6.25
0.32 - - -
- - - 0.32
10.85
0.00
25.05
6.24
0.32 - - -
- - - 0.32
10.87
0.00
25.05
6.24
0.31 - - -
- - - 0.31
10.88
0.00
25.04
6.23
0.31 -- - -
- - - 0.31
10.90
0.00
25.04
6.23
0.31 ----- - ---
--- - -- 0.31
10.92
0.00
25.04
6.22
0.31 ----- -- -
-- - --- 0.31
10.93
0.00
25.04
6.22
0.31 - - -
- - - 0.31
10.95
0.00
25.04
6.21
0.31 -- - -
- - - 0.31
10.97
0.00
25.04
6.21
0.31 - - -
- - - 0.31
10.98
0.00
25.04
6.20
0.31 - - -
- - - 0.31
11.00
0.00
25.04
6.20
0.31 -- - -
- - - 0.31
11.02
0.00
25.04
6.19
0.31 -- - -
- - - 0.31
11.03
0.00
25.04
6.19
0.31 - - -
- - - 0.31
11.05
0.00
25.04
6.18
0.31 - - -
- - - 0.31
11.07
0.00
25.04
6.18
0.31 - - -
- - - 0.31
11.08
0.00
25.04
6.17
0.31 - - -
- - - 0.31
11.10
0.00
25.04
6.17
0.31 - - -
- - - 0.31
11.12
0.00
25.04
6.16
0.31 - - -
- - - 0.31
11.13
0.00
25.04
6.16
0.31 - - -
- - - 0.31
11.15
0.00
25.04
6.15
0.31 - - -
- - - 0.31
11.17
0.00
25.04
6.15
0.31 - - -
- - - 0.31
11.18
0.00
25.04
6.14
0.31 - -- -
- - - 0.31
11.20
0.00
25.04
6.14
0.31 - --- -
- - - 0.31
11.22
0.00
25.04
6.13
0.31 - - -
- - - 0.31
11.23
0.00
25.04
6.12
0.31 - - -
- - - 0.31
11.25
0.00
25.04
6.12
0.31 - - -
- - - 0.31
11.27
0.00
25.04
6.11
0.31 - -- --
- - - 0.31
11.28
0.00
25.04
6.11
0.31 - -- -
- - - 0.31
11.30
0.00
25.03
6.10
0.31 -- ----- --
- - - 0.31
11.32
0.00
25.03
6.10
0.31 -- --- --
- - - 0.31
11.33
0.00
25.03
6.09
0.31 - ----- --
- - - 0.31
11.35
0.00
25.03
6.09
0.31 - ----- ---
-- -- - 0.31
11.37
0.00
25.03
6.08
0.31 - -- --
- - - 0.31
11.38
0.00
25.03
6.08
0.31 - - -
- - - 0.31
11.40
0.00
25.03
6.07
0.31 - - --
- - - 0.31
11.42
0.00
25.03
6.07
0.31 - --- --
-- -- - 0.31
11.43
0.00
25.03
6.06
0.31 - --- -
-- -- -- 0.31
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 15
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs Cfs
cfs cfs cfs cfs cfs cfs
11.45
0.00
25.03
6.06
0.31 --
- - - -- --- 0.31
11.47
0.00
25.03
6.05
0.31 -
- - - - - 0.31
11.48
0.00
25.03
6.05
0.31 -
- - - - - 0.31
11.50
0.00
25.03
6.04
0.31 -
- - - - - 0.31
11.52
0.00
25.03
6.04
0.31 -
- -- - - - 0.31
11.53
0.00
25.03
6.03
0.31 -
- - - - - 0.31
11.55
0.00
25.03
6.03
0.31 -
- - - - - 0.31
11.57
0.00
25.03
6.02
0.31 --
-- - - -- - 0.31
11.58
0.00
25.03
6.02
0.31 -
- - - - - 0.31
11.60
0.00
25.03
6.01
0.31 -
-- --- - - - 0.31
11.62
0.00
25.03
6.01
0.31 -
- - - - - 0.31
11.63
0.00
25.03
6.00
0.31 -
- - - - - 0.31
11.65
0.00
25.03
6.00
0.31 --
- -- - - - 0.31
11.67
0.00
25.03
5.99
0.31 -
- -- - - - 0.31
11.68
0.00
25.03
5.99
0.31 -
-- ---- - -- - 0.31
11.70
0.00
25.02
5.98
0.31 -
- - - - - 0.31
11.72
0.00
25.02
5.97
0.31 -
- -- - -- - 0.31
11.73
0.00
25.02
5.97
0.31 --
- - - - - 0.31
11.75
0.00
25.02
5.96
0.31 -
- -- - - - 0.31
11.77
0.00
25.02
5.96
0.31 -
- -- - - - 0.31
11.78
0.00
25.02
5.95
0.31 -
- - - - - 0.31
11.80
0.00
25.02
5.95
0.31 -
-- -- - - - 0.31
11.82
0.00
25.02
5.94
0.31 -
- - - - - 0.31
11.83
0.00
25.02
5.94
0.31 -
-- - - - - 0.31
11.85
0.00
25.02
5.93
0.31 -
- -- - - - 0.31
11.87
0.00
25.02
5.93
0.31 -
- - - - - 0.31
11.88
0.00
25.02
5.92
0.31 -
- - - - -- 0.31
11.90
0.00
25.02
5.92
0.31 -
- - - - - 0.31
11.92
0.00
25.02
5.91
0.31 -
-- -- - - - 0.31
11.93
0.00
25.02
5.91
0.31 -
- - - - - 0.31
11.95
0.00
25.02
5.90
0.31 -
- - - - -- 0.31
11.97
0.00
25.02
6.90
0.31 -
-- - - - - 0.31
11.98
0.00
25.02
5.89
0.31 -
-- - - - - 0.31
12.00
0.00
25.02
5.89
0.31 -
-- - - - - 0.31
12.02
0.00
25.02
5.88
0.31 -
- - - - -- 0.31
12.03
0.00
25.02
5.88
0.31 --
-- - - -- -- 0.31
12.05
0.00
25.02
5.87
0.31 -
- - - - - 0.31
12.07
0.00
25.02
5.87
0.31 -
- - - - -- 0.31
12.08
0.00
25.02
5.86
0.31 -
-- - -- - -- 0.31
12.10
0.00
25.02
5.86
0.31 -
- - - - - 0.31
12.12
0.00
25.01
5.85
0.31 --
-- -- --- --- --- 0.31
12.13
0.00
25.01
5.85
0.31 -
- - - - - 0.31
12.15
0.00
25.01
5.84
0.31 ---
- -- -- -- -- 0.31
12.17
0.00
25.01
5.84
0.31 -
-- - - - - 0.31
12.18
0.00
25.01
5.83
0.31 -
- -- -- - - 0.31
12.20
0.00
25.01
5.83
0.31 -
- - - - - 0.31
12.22
0.00
25.01
5.82
0.31 -
- -- - -- - 0.31
12.23
0.00
25.01
5.82
0.31 -
--- -- ---- --- - 0.31
12.25
0.00
25.01
5.81
0.31 -
- - -- - - 0.31
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 16
Time
Inflow
Elevation
Clv A
Clv B Clv C Clv D Wr A
Wr B Wr C Wr D Outflow
(hrs)
cfs
It
cfs
cfs cis cfs cfs
cfs cfs cfs cfs
12.27
0.00
25.01
5.80
0.31 - - -
- - - 0.31
12.28
0.00
25.01
5.80
0.31 -- -- --
- - -- 0.31
12.30
0.00
25.01
5.79
0.31 - - -
- - - 0.31
12.32
0.00
25.01
5.79
0.31 - -- ---
- - -- 0.31
12.33
0.00
25.01
5.78
0.31 - -- -
- - - 0.31
12.35
0.00
25.01
5.78
0.31 - - -
- - -- 0.31
12.37
0.00
25.01
5.77
0.31 - - -
- - -- 0.31
12.38
0.00
25.01
5.77
0.31 - - -
- - - 0.31
12.40
0.00
25.01
5.76
0.31 - - -
- - - 0.31
12.42
0.00
25.01
5.76
0.31 - - -
-- - - 0.31
12.43
0.00
25.01
5.75
0.31 - -- ---
-- - -- 0.31
12.45
0.00
25.01
5.75
0.31 - - -
- - - 0.31
12.47
0.00
25.01
5.74
0.31 - -- -
- - -- 0.31
12.48
0.00
25.01
5.74
0.31 - - -
- - - 0.31
12.50
0.00
25.01
5.73
0.31 - -- --
- - --- 0.31
12.52
0.00
25.01
5.73
0.31 - - -
- - - 0.31
12.53
0.00
25.00
5.72
0.31 - - --
- - -- 0.31
12.55
0.00
25.00
5.72
0.31 - - -
- - - 0.31
12.57
0.00
25.00
5.71
0.31 - -- -
- - - 0.31
12.58
0.00
25.00
5.71
0.31 - -- --
-- - - 0.31
12.60
0.00
25.00
5.70
0.31 - - -
- - - 0.31
12.62
0.00
25.00
5.70
0.31 - - -
- - - 0.31
12.63
0.00
25.00
5.69
0.31 - - -
- - - 0.31
12.65
0.00
25.00
5.69
0.31 - - -
- - - 0.31
12.67
0.00
25.00
5.68
0.31 - - -
- - - 0.31
12.68
0.00
25.00
5.68
0.31 - -- --
-- - - 0.31
12.70
0.00
25.00
5.67
0.31 - - -
- - - 0.31
12.72
0.00
25.00
5.67
0.31 -- - -
- - - 0.31
12.73
0.00
25.00
5.66
0.31 - - -
- - - 0.31
12.75
0.00
25.00
5.66
0.31 -- - -
- - - 0.31
12.77
0.00
25.00
5.67
0.31 - - -
- - - 0.31
12.78
0.00
25.00
5.67
0.31 - - -
-- - - 0.31
12.80
0.00
25.00
5.67
0.31 - - -
- - - 0.31
12.82
0.00
25.00
5.67
0.31 - - -
- - - 0.31
12.83
0.00
25.00
5.67
0.31 - - -
- - -- 0.31
12.85
0.00
25.00
5.67
0.31 - - -
- - - 0.31
12.87
0.00
25.00
5.67
0.31 - - -
- - -- 0.31
12.88
0.00
25.00
5.67
0.31 - - -
- - - 0.31
12.90
0.00
25.00
5.67
0.31 -- - --
- - 0.31
12.92
0.00
25.00
5.67
0.31 - - -
- - - 0.31
12.93
0.00
24.99
5.67
0.31 -- --- -
- --- 0.31
12.95
0.00
24.99
5.67
0.31 - - -
-- - - 0.31
12.97
0.00
24.99
5.68
0.31 -- -- --
- - ---- 0.31
12.98
0.00
24.99
5.68
0.31 -- - --
- - ----- 0.31
13.00
0.00
24.99
5.68
0.31 -- - --
-- - -- 0.31
13.02
0.00
24.99
5.68
0.31 - - --
- - --- 0.31
13.03
0.00
24.99
5.68
0.31 - - --
-- - -- 0.31
13.05
0.00
24.99
5.68
0.31 -- -- --
-- - --- 0.31
13.07
0.00
24.99
5.68
0.31 - - --
- - - 0.31
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 17
Time
Inflow
Elevation
Clv A
Clv B Clv C Clv D Wr A
Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs cfs
cis cfs cfs cfs
13.08
0.00
24.99
5.68
0.31 - - -
- - - 0.31
13.10
0.00
24.99
5.68
0.31 - - -
- - - 0.31
13.12
0.00
24.99
5.68
0.31 - -- -
- - - 0.31
13.13
0.00
24.99
5.68
0.31 - - -
- - - 0.31
13.15
0.00
24.99
5.69
0.31 - - -
- - - 0.31
13.17
0.00
24.99
5.69
0.31 --- --- -
-- - --- 0.31
13.18
0.00
24.99
5.69
0.31 - --- -
- - - 0.31
13.20
0.00
24.99
5.69
0.31 -- --- -
- - - 0.31
13.22
0.00
24.99
5.69
0.31 -- --- --
-- - - 0.31
13.23
0.00
24.99
5.69
0.31 ---- ----- -
-- - - 0.31
13.25
0.00
24.99
5.69
0.31 - - -
-- - - 0.31
13.27
0.00
24.99
5.69
0.31 -- -- -
- -- - 0.31
13.28
0.00
24.99
5.69
0.31 -- - -
- - - 0.31
13.30
0.00
24.99
5.69
0.31 - - -
- - - 0.31
13.32
0.00
24.98
5.69
0.31 - - -
- - - 0.31
13.33
0.00
24.98
5.69
0.31 - - -
- - - 0.31
13.35
0.00
24.98
5.70
0.31 - - -
- - - 0.31
13.37
0.00
24.98
5.70
0.31 - - -
- - - 0.31
13.38
0.00
24.98
5.70
0.31 - - -
- - - 0.31
13.40
0.00
24.98
5.70
0.31 - - -
- - - 0.31
13.42
0.00
24.98
5.70
0.31 - - -
- - - 0.31
13.43
0.00
24.98
5.70
0.31 - - -
- - - 0.31
13.45
0.00
24.98
5.70
0.31 - - -
- - - 0.31
13.47
0.00
24.98
5.70
0.31 - - -
- - - 0.31
13.48
0.00
24.98
5.70
0.31 - - -
- - - 0.31
13.50
0.00
24.98
5.70
0.31 -- - -
- - - 0.31
13.52
0.00
24.98
5.70
0.31 - - -
- - - 0.31
13.53
0.00
24.98
5.71
0.31 - - -
- - - 0.31
13.55
0.00
24.98
5.71
0.31 - - -
- - - 0.31
13.57
0.00
24.98
5.71
0.31 - - -
- - - 0.31
13.58
0.00
24.98
5.71
0.31 - - -
- - - 0.31
13.60
0.00
24.98
5.71
0.31 - - -
- - - 0.31
13.62
0.00
24.98
5.71
0.31 - - -
- - - 0.31
13.63
0.00
24.98
5.71
0.31 - - -
- - - 0.31
13.65
0.00
24.98
5.71
0.31 - - -
- - - 0.31
13.67
0.00
24.98
5.71
0.31 - - -
- - - 0.31
13.68
0.00
24.98
5.71
0.31 - - -
- -- - 0.31
13.70
0.00
24.98
5.71
0.31 - - -
- - - 0.31
13.72
0.00
24.97
5.71
0.31 - ---- ---
- - -- 0.31
13.73
0.00
24.97
5.72
0.31 ---- --- -
--- -- -- 0.31
13.75
0.00
24.97
5.72
0.31 -- --- ----
--- -- - 0.31
13.77
0.00
24.97
5.72
0.31 -- --
-- --- -- 0.31
13.78
0.00
24.97
5.72
0.31 ---- ----- --
---- --- - 0.31
13.80
0.00
24.97
5.72
0.31 ---- -- ---
--- - -- 0.31
13.82
0.00
24.97
5.72
0.31 - --- --
--- -- - 0.31
13.83
0.00
24.97
5.72
0.31 - -- -
- -- - 0.31
13.85
0.00
24.97
5.72
0.31 --- - --
- - - 0.31
13.87
0.00
24.97
5.72
0.31 - - -
- - - 0.31
13.88
0.00
24.97
5.72
0.31 -- - -
- - - 0.31
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 18
Time
Inflow
Elevation
Clv A
Clv B Clv C Clv D Wr A
Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs cfs
cfs cfs cfs cfs
13.90
0.00
24.97
5.72
0.31 - - -
- - - 0.31
13.92
0.00
24.97
5.73
0.31 --- - -
- - -- 0.31
13.93
0.00
24.97
5.73
0.31 - - -
- - - 0.31
13.95
0.00
24.97
5.73
0.31 - - -
- - - 0.31
13.97
0.00
24.97
5.73
0.31 - - -
- - - 0.31
13.98
0.00
24.97
5.73
0.31 - - -
- - - 0.31
14.00
0.00
24.97
5.73
0.31 - - -
- - - 0.31
14.02
0.00
24.97
5.73
0.31 - - -
- - - 0.31
14.03
0.00
24.97
5.73
0.31 - - -
- - - 0.31
14.05.0.00
24.97
5.73
0.31 - - -
- - - 0.31
14.07
0.00
24.97
5.73
0.31 - - -
- - - 0.31
14.08
0.00
24.97
5.73
0.31 - - -
- - - 0.31
14.10
0.00
24.97
5.73
0.31 - - -
- - - 0.31
14.12
0.00
24.96
5.74
0.31 - - -
- - - 0.31
14.13
0.00
24.96
5.74
0.31 -- - ----
- - -- 0.31
14.15
0.00
24.96
5.74
0.31 - - -
- - - 0.31
14.17
0.00
24.96
5.74
0.31 -- -- --
- - ---- 0.31
14.18
0.00
24.96
5.74
0.31 - - --
- - - 0.31
14.20
0.00
24.96
5.74
0.31 - - --
- - - 0.31
14.22
0.00
24.96
5.74
0.31 - -- -
-- - -- 0.31
14.23
0.00
24.96
5.74
0.31 - - -
- - - 0.31
14.25
0.00
24.96
5.74
0.31 -- - -
- - - 0.31
14.27
0.00
24.96
5.74
0.31 - - -
- - - 0.31
14.28
0.00
24.96
5.74
0.31 -- - --
- - -- 0.31
14.30
0.00
24.96
5.75
0.31 - - -
- - - 0.31
14.32
0.00
24.96
5.75
0.31 -- - --
- - -- 0.31
14.33
0.00
24.96
5.75
0.31 - - -
- - - 0.31
14.35
0.00
24.96
5.75
0.31 -- - --
- - --- 0.31
14.37
0.00
24.96
5.75
0.31 - - -
- - - 0.31
14.38
0.00
24.96
5.75
0.31 -- - -
- - - 0.31
14.40
0.00
24.96
5.75
0.31 - - -
- - - 0.31
14.42
0.00
24.96
5.75
0.31 - - --
- - - 0.31
14.43
0.00
24.96
5.75
0.31 - - -
- - - 0.31
14.45
0.00
24.96
5.75
0.31 - - -
- - - 0.31
14.47
0.00
24.96
5.75
0.31 - -- --
- - -- 0.31
14.48
0.00
24.96
5.75
0.31 -- - -
- - - 0.31
14.50
0.00
24.96
5.76
0.31 -- - --
-- - - 0.31
14.52
0.00
24.95
5.76
0.31 - - -
- - - 0.31
14.53
0.00
24.95
5.76
0.31 -- -- -
-- - -- 0.31
14.55
0.00
24.95
5.76
0.31 - - -
- - - 0.31
14.57
0.00
24.95
5.76
0.31 -- - --
-- --- - 0.31
14.58
0.00
24.95
5.76
0.31 - - -
- - - 0.31
14.60
0.00
24.95
5.76
0.31 - - -
- - - 0.31
14.62
0.00
24.95
5.76
0.31 - - -
- - - 0.31
14.63
0.00
24.95
5.76
0.31 - - -
--- - - 0.31
14.65
0.00
24.95
5.76
0.31 - -- -
--- - --- 0.31
14.67
0.00
24.95
5.76
0.31 -- - -
-- - -- 0.31
14.68
0.00
24.95
5.77
0.31 -- ---
----- - - 0.31
14.70
0.00
24.95
5.77
0.31 - - -
- - -- 0.31
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 19
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs cfs cfs cfs cfs
cfs
14.72
0.00
24.95
5.77
0.31 - -- - - - -
0.31
14.73
0.00
24.95
5.77
0.31 - - -- - - -
0.31
14.75
0.00
24.95
5.77
0.31 - - - - - -
0.31
14.77
0.00
24.95
5.77
0.31 - - - - - -
0.31
14.78
0.00
24.95
5.77
0.31 - - - - - -
0.31
14.80
0.00
24.95
5.77
0.31 - - - - - -
0.31
14.82
0.00
24.95
5.77
0.31 - - - - - -
0.31
14.83
0.00
24.95
5.77
0.31 - - - - - -
0.31
14.85
0.00
24.95
5.77
0.31 - - -- -- - -
0.31
14.87
0.00
24.95
5.77
0.31 -- - -- - - --
0.31
14.88
0.00
24.95
5.78
0.31 - -- - - - -
0.31
14.90
0.00
24.94
5.78
0.31 - - - - - -
0.31
14.92
0.00
24.94
5.78
0.31 - - - - - -
0.31
14.93
0.00
24.94
5.78
0.31 - - - - - -
0.31
14.95
0.00
24.94
5.78
0.31 - - - - - -
0.31
14.97
0.00
24.94
5.78
0.31 - -- - - - -
0.31
14.98
0.00
24.94
5.78
0.31 - -- - -- - -
0.31
15.00
0.00
24.94
5.78
0.31 -- --- - -- -- -
0.31
15.02
0.00
24.94
5.78
0.31 - -- - - - -
0.31
15.03
0.00
24.94
5.78
0.31 - - - - - -
0.31
15.05
0.00
24.94
5.78
0.31 - - - - - -
0.31
15.07
0.00
24.94
5.79
0.31 - - - - - -
0.31
15.08
0.00
24.94
5.79
0.31 - - - - - -
0.31
15.10
0.00
24.94
5.79
0.31 - - - - - -
0.31
15.12
0.00
24.94
5.79
0.31 - -- - - - -
0.31
15.13
0.00
24.94
5.79
0.31 - -- - -- - -
0.31
15.15
0.00
24.94
5.79
0.31 - - - - - -
0.31
15.17
0.00
24.94
5.79
0.31 - - - - - -
0.31
15.18
0.00
24.94
5.79
0.31 - - - - - -
0.31
15.20
0.00
24.94
5.79
0.31 - - - - - -
0.31
15.22
0.00
24.94
5.79
0.31 - - - - - -
0.31
15.23
0.00
24.94
5.79
0.31 - - - -- - -
0.31
15.25
0.00
24.94
5.79
0.31 - - - - - -
0.31
15.27
0.00
24.94
5.80
0.31 - - - -- - -
0.31
15.28
0.00
24.94
5.80
0.31 - - - - - -
0.31
15.30
0.00
24.93
5.80
0.31 - - - - - -
0.31
15.32
0.00
24.93
5.80
0.31 - - - - - -
0.31
15.33
0.00
24.93
5.80
0.31 - - - - - -
0.31
15.35
0.00
24.93
5.80
0.31 - - - - - -
0.31
15.37
0.00
24.93
5.80
0.31 -- - - -- - --
0.31
15.38
0.00
24.93
5.80
0.31 - -- -- - - --
0.31
15.40
0.00
24.93
5.80
0.31 --- - --- - -- --
0.31
15.42
0.00
24.93
5.80
0.31 --- --- -- - - -
0.31
15.43
0.00
24.93
5.80
0.31 - -- -- - - -
0.31
15.45
0.00
24.93
5.81
0.31 - -- - - - -
0.31
15.47
0.00
24.93
5.81
0.31 - - - - - -
0.31
15.48
0.00
24.93
5.81
0.31 - - - - - -
0.31
15.50
0.00
24.93
5.81
0.31 - - - - - -
0.31
15.52
0.00
24.93
5.81
0.31 - --- - - - -
0.31
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 20
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(hrs)
cfs
ft
cfs
cfs cfs cfs cfs cfs
cfs cfs cfs
15.53
0.00
24.93
5.81
0.30 - - - -
- - 0.30
15.55
0.00
24.93
5.81
0.30 - - - -
- - 0.30
15.57
0.00
24.93
5.81
0.30 - - - -
- - 0.30
15.58
0.00
24.93
5.81
0.30 - - - -
- - 0.30
15.60
0.00
24.93
5.81
0.30 - - - -
- - 0.30
15.62
0.00
24.93
5.81
0.30 - - - -
- - 0.30
15.63
0.00
24.93
5.81
0.30 - - - -
- - 0.30
15.65
0.00
24.93
5.82
0.30 - - - -
- - 0.30
15.67
0.00
24.93
5.82
0.30 - - - -
- - 0.30
15.68
0.00
24.93
5.82
0.30 - - - -
- - 0.30
15.70
0.00
24.92
5.82
0.30 - - - -
- - 0.30
15.72
0.00
24.92
5.82
0.30 - - - -
- - 0.30
15.73
0.00
24.92
5.82
0.30 - - - -
- - 0.30
15.75
0.00
24.92
5.82
0.30 - - - -
- - 0.30
15.77
0.00
24.92
5.82
0.30 - - - -
- - 0.30
15.78
0.00
24.92
5.82
0.30 - - - -
- - 0.30
15.80
0.00
24.92
5.82
0.30 - - - -
- - 0.30
15.82
0.00
24.92
5.82
0.30 - - - -
- - 0.30
15.83
0.00
24.92
5.82
0.30 - - - -
- - 0.30
15.85
0.00
24.92
5.83
0.30 - - - -
- - 0.30
15.87
0.00
24.92
5.83
0.30 - - - -
- - 0.30
15.88
0.00
24.92
5.83
0.30 - - - --
- -- 0.30
15.90
0.00
24.92
5.83
0.30 - - - -
- - 0.30
15.92
0.00
24.92
5.83
0.30 -- - - -
- - 0.30
15.93
0.00
24.92
5.83
0.30 - - - --
- - 0.30
15.95
0.00
24.92
5.83
0.30 - - - -
- - 0.30
15.97
0.00
24.92
5.83
0.30 - -- -- -
- - 0.30
15.98
0.00
24.92
5.83
0.30 --- - - -
- - 0.30
16.00
0.00
24.92
5.83
0.30 - -- - -
- - 0.30
16.02
0.00
24.92
5.83
0.30 - -- - -
- - 0.30
16.03
0.00
24.92
5.84
0.30 -- - - -
- - 0.30
16.05
0.00
24.92
5.84
0.30 - - - -
- - 0.30
16.07
0.00
24.92
5.84
0.30 - - - -
- - 0.30
16.08
0.00
24.92
5.84
0.30 - - - -
- - 0.30
16.10
0.00
24.91
5.84
0.30 - - - -
- - 0.30
16.12
0.00
24.91
5.84
0.30 - - - -
- - 0.30
16.13
0.00
24.91
5.84
0.30 - - - -
- - 0.30
16.15
0.00
24.91
5.84
0.30 - - - -
- - 0.30
16.17
0.00
24.91
5.84
0.30 - - - -
- - 0.30
16.18
0.00
24.91
5.84
0.30 - - - -
- - 0.30
16.20
0.00
24.91
5.84
0.30 - - - -
- - 0.30
16.22
0.00
24.91
5.84
0.30 - - - -
- - 0.30
16.23
0.00
24.91
5.85
0.30 - - - -
- - 0.30
16.25
0.00
24.91
5.85
0.30 - - - -
- - 0.30
16.27
0.00
24.91
5.85
0.30 - - - -
- - 0.30
16.28
0.00
24.91
5.85
0.30 - - - -
- - 0.30
16.30
0.00
24.91
5.85
0.30 - -- - -
- - 0.30 .
16.32
0.00
24.91
5.85
0.30 - - - -
- -- 0.30
16.33
0.00
24.91
5.85
0.30 - - - -
- - 0.30
Continues on next page...

Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
Interval
(min)
Time to
peak
(min)
Volume
(tuft)
Return
period
(yrs)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(crdt)
Hydrograph
description
1
Rational
48.91
1
20
58,691
100
—
—
Existing Condition
2
Rational
166.82
1
10
100,093
100
—
Post Development
3
Reservoir
0.34
1
20
27,057
100
2
25.31
99,855
Post through Pond
4
Reservoir
0.34
1
20
26,825
100
2
25.31
99.858
Reality check post
Proj. file: pre_post_8-9-05.GPW
OF file: BrunCo_hydrograph
vef ddilf3ate: 09-01-2005

Hydrograph Report
Page 7
English
Hyd. No. 1
Existing Conditions
Hydrograph type
= Rational
Peak discharge =
48.91 cfs
Storm frequency
= 100 yrs
Time interval =
1 min
Drainage area
= 23.3 ac
Runoff coeff. =
0.3
Intensity
= 7.00 in
Time of conc. (Tc) =
20 min
I-D-F Curve
= BrunCo_hydrograph_ver6.IDF
Reced. limb factor =
1
Total Volume = 58,691 cult
Hydrograph Discharge Table
Time — Outflow
(hrs cfs)
0.32
46.46
0.33
48.91 <<
0.35
46.46
0.37
44.02
...End

Hydrograph Report
Hyd. No. 2
Post Development
Page 1
English
Hydrograph type
= Rational
Peak discharge =
166.82 cfs
Storm frequency
= 100 yrs
Time interval =
1 min
Drainage area
= 23.3 ac
Runoff coeff. =
0.84
Intensity
= 8.52 in
Time of conc. (Tc) =
10 min
I-D-F Curve
= BrunCo_hydrograph_ver6.IDF
Reced. limb factor =
1
Total Volume = 100,093 cult
Hydrograph Discharge Table
Time — Outflow
(hrs cfs)
0.15 150.14
0.17 166.82 <<
0.18 150.14
... End

Hydrograph Report Page
English
Hyd. No. 1
Existing Conditions
Hydrograph type
= Rational
Peak discharge =
48.91 cfs
Storm frequency
= 100 yrs
Time interval =
1 min
Drainage area
= 23.3 ac
Runoff coeff. =
0.3
Intensity
= 7.00 in
Time of conc. (Tc) =
20 min
I-D-F Curve
= BrunCo_hydrograph_ver6.IDF
Reced. limb factor =
1
Total Volume = 58,691 cult
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
20 48.91 <<
...End

Hydrograph Report
Hyd. No. 2
Post Development
Page 1
English
Hydrograph type
= Rational
Peak discharge =
166.82 cfs
Storm frequency
= 100 yrs
Time interval =
1 min
Drainage area
= 23.3 ac
Runoff coeff. =
0.84
Intensity
= 8.52 in
Time of conc. (Tc) =
10 min
I-D-F Curve
= BrunCo_hydrograph_ver6.IDF
Reced. limb factor =
1
Total Volume = 100,093 cuft
Hydrograph Discharge Table
Time -- Outflow
(min cfs)
10 166.82 <<
End

Hydrograph Report
Hyd. No. 3
Post through Pond
Hydrograph type = Reservoir
Storm frequency = 100 yrs
Inflow hyd. No. = 2
Max. Elevation = 25.31 ft
SWage Indr lion medwd used
Hydrograph Discharge Table
Time Inflow
(min) cfs
18 33.36
19 16.68
20 0.00
21 0.00
22 0.00
23 0.00
24 0.00
25 0.00
26 0.00
27 0.00
28 0.00
29 0.00
30 0.00
31 0.00
32 0.00
33 0.00
34 0.00
35 0.00
36 0.00
37 0.00
38 0.00
39 0.00
40 0.00
41 0.00
42 0.00
43 0.00
44 0.00
45 0.00
46 0.00
47 0.00
48 0.00
49 0.00
50 0.00
51 0.00
52 0.00
53 0.00
Peak discharge
Time interval
Reservoir name
Max. Storage
Page 1
English
= 0.34 cfs
= 1 min
= Existing Pond
= 99,855 cuft
Total Volume = 27,057 cult
Elevation
Clv A
Clv B
Clv C Clv D Wr A Wr B Wr C
Wr D Outflow
ft
cfs
cfs
cfs cfs cfs cfs cfs
cfs cfs
25.27
12.92
0.34
- - - - -
- 0.34
25.30
13.11
0.34
- - 0.00 - -
- 0.34
25.31
13.17
0.34
- - 0.00 - -
-- 0.34 <<
25.31
13.16
0.34
- - 0.00 - -
- 0.34
25.31
13.16
0.34
- - 0.00 - -
- 0.34
25.31
13.16
0.34
- - 0.00 - -
- 0.34
25.31
13.16
0.34
- - 0.00 - -
- 0.34
25.31
13.15
0.34
- - 0.00 - -
- 0.34
25.31
13.15
0.34
- - 0.00 - -
- 0.34
25.31
13.15
0.34
- -- 0.00 - -
- 0.34
25.31
13.15
0.34
- - 0.00 - -
- 0.34
25.31
13.15
0.34
- - 0.00 - -
- 0.34
25.31
13.14
0.34
- - 0.00 - -
- 0.34
25.31
13.14
0.34
- - 0.00 - --
- 0.34
25.31
13.14
0.34
- - 0.00 - -
- 0.34
25.31
13.14
0.34
- - 0.00 - -
- 0.34
25.31
13.13
0.34
-- -- 0.00 - -
- 0.34
25.31
13.13
0.34
- - 0.00 - -
- 0.34
25.30
13.13
0.34
- - 0.00 - -
- 0.34
25.30
13.13
0.34
- - 0.00 - --
-- 0.34
25.30
13.12
0.34
- - 0.00 - -
- 0.34
25.30
13.12
0.34
- - 0.00 - --
-- 0.34
25.30
13.12
0.34
--- - 0.00 - --
-- 0.34
25.30
13.12
0.34
--- --- 0.00 -- --
- 0.34
25.30
13.12
0.34
- -- 0.00 - -
-- 0.34
25.30
13.11
0.34
--- -- 0.00 -- --
- 0.34
25.30
13.11
0.34
--- -- 0.00 --- --
-- 0.34
25.30
13.11
0.34
- -- 0.00 ---- --
-- 0.34
25.30
13.11
0.34
--- -- 0.00 ----- ---
--- 0.34
25.30
13.10
0.34
--- - 0.00 -- -
-- 0.34
25.30
13.10
0.34
-- - ---- --- ---
-- 0.34
25.30
13.10
0.34
-- --- --- -
-- 0.34
25.30
13.10
0.34
- -- --- -
-- 0.34
25.30
13.09
0.34
--- -- --- ---- ---
-- 0.34
25.30
13.09
0.34
----- --- -- --
- 0.34
25.30
13.09
0.34
---- -- --- --- -
- 0.34
Continues on next page...

Post through Pond Page 2
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B CIv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs cfs
54
0.00
25.30
13.09
0.34 ---
--- --- -- - --- 0.34
55
0.00
25.30
13.08
0.34 --
-- -- - - - 0.34
56
0.00
25.30
13.08
0.34 --
-- - - - - 0.34
57
0.00
25.30
13.08
0.34 -
- - - - -- 0.34
58
0.00
25.30
13.08
0.34 -
--- - - - - 0.34
59
0.00
25.29
13.07
0.34 --
-- -- - - - 0.34
60
0.00
25.29
13.07
0.34 -
--- -- - - - 0.34
61
0.00
25.29
13.07
0.34 ---
-- -- - - - 0.34
62
0.00
25.29
13.06
0.34 -
-- - - - - 0.34
63
0.00
25.29
13.06
0.34 -
-- - - - - 0.34
64
0.00
25.29
13.06
0.34 -
--- - - - - 0.34
65
0.00
25.29
13.06
0.34 --
-- - - - - 0.34
66
0.00
25.29
13.05
0.34 -
-- - - - - 0.34
67
0.00
25.29
13.05
0.34 -
-- -- - - - 0.34
68
0.00
25.29
13.05
0.34 -
-- - - -- - 0.34
69
0.00
25.29
13.05
0.34 -
- - - - - 0.34
70
0.00
25.29
13.04
0.34 -
- - - - - 0.34
71
0.00
25.29
13.04
0.34 -
- -- - - - 0.34
72
0.00
25.29
13.04
0.34 -
- - - - - 0.34
73
0.00
25.29
13.04
0.34 -
- - - - - 0.34
74
0.00
25.29
13.03
0.34 -
- - - - - 0.34
75
0.00
25.29
13.03
0.34 -
- - - - - 0.34
76
0.00
25.29
13.03
0.34 -
- - - - - 0.34
77
0.00
25.29
13.03
0.34 -
- - - - - 0.34
78
0.00
25.29
13.02
0.34 -
- - - - - 0.34
79
0.00
25.29
13.02
0.34 -
- - - - - 0.34
80
0.00
25.29
13.02
0.34 -
- - - - - 0.34
81
0.00
25.29
13.02
0.34 -
- - - - - 0.34
82
0.00
25.28
13.01
0.34 -
- - - - - 0.34
83
0.00
25.28
13.01
0.34 -
- - - - - 0.34
84
0.00
25.28
13.01
0.34 -
- - - - - 0.34
85
0.00
25.28
13.00
0.34 -
- - - - - 0.34
86
0.00
25.28
13.00
0.34 -
- - - - - 0.34
87
0.00
25.28
13.00
0.34 -
- - - - - 0.34
88
0.00
25.28
13.00
0.34 --
- - - - - 0.34
89
0.00
25.28
12.99
0.34 -
- - - - - 0.34
90
0.00
25.28
12.99
0.34 -
- -- - - - 0.34
91
0.00
25.28
12.99
0.34 -
- - -- - - 0.34
92
0.00
25.28
12.99
0.34 --
- - - - - 0.34
93
0.00
25.28
12.98
0.34 --
- - - - - 0.34
94
0.00
25.28
12.98
0.34 --
- - - - - 0.34
95
0.00
25.28
12.98
0.34 --
- - -- - - 0.34
96
0.00
25.28
12.98
0.34 --
- - --- - -- 0.34
97
0.00
25.28
12.97
0.34 -
- -- - - -- 0.34
98
0.00
25.28
12.97
0.34 -
- - - - - 0.34
99
0.00
25.28
12.97
0.34 -
- - - - -- 0.34
100
0.00
25.28
12.97
0.34 --
- -- - - - 0.34
101
0.00
25.28
12.96
0.34 -
- -- - -- - 0.34
102
0.00
25.28
12.96
0.34 --
- -- - - -- 0.34
Continues on next page...

Post through Pond Page 3
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
cis
ft
cis
cfs cfs cfs cis cfs cfs cfs
cfs
103
0.00
25.28
12.96
0.34 - - - - - -
0.34
104
0.00
25.28
12.96
0.34 - -- - --- - -
0.34
105
0.00
25.27
12.95
0.34 --- - -- -- -- -
0.34
106
0.00
25.27
12.95
0.34 - -- -- -- - --
0.34
107
0.00
25.27
12.95
0.34 - -- -- -- -- -
0.34
108
0.00
25.27
12.94
0.34 - - - -- - -
0.34
109
0.00
25.27
12.94
0.34 - -- - - -- -
0.34
110
0.00
25.27
12.94
0.34 --- -- -- - - -
0.34
111
0.00
25.27
12.94
0.34 - -- -- - -- -
0.34
112
0.00
25.27
12.93
0.34 - -- --- - -- -
0.34
113
0.00
25.27
12.93
0.34 - -- --- -- -- --
0.34
114
0.00
25.27
12.93
0.34 - -- - - - -
0.34
115
0.00
25.27
12.93
0.34 - -- -- - - -
0.34
116
0.00
25.27
12.92
0.34 -- --- --- -- -- -
0.34
..End

Reservoir Report
Reservoir No. 1 - Existing Pond
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Page 1
English
Stage
ft
0.00
1.00
2.00
3.00
Elevation
ft
23.00
24.00
25.00
26.00
Contour area
sqft
40,336
42,687
45,093
47,553
Incr. Storage Total storage
cuft cuft
0 0
41,512 41,512
43,890 85,402
46,323 131,725
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[D]
[A]
[B]
[C]
[D]
Rise in
= 36.0
3.0
0.0
0.0
Crest Len ft = 16.00
0.00
0.00
0.00
Span in
= 36.0
3.0
0.0
0.0
Crest El. ft = 25.40
0.00
0.00
0.00
No. Barrels
= 1
1
0
0
Weir Coeff. = 3.00
0.00
0.00
0.00
Invert El. ft
= 23.00
23.00 0.00
0.00
Eqn. Exp. = 1.50
0.00
0.00
0.00
Length ft
= 200.0
6.0
0.0
0.0
Multi -Stage = Yes
No
No
No
Slope %
= 0.10
0.10
0.00
0.00
N-Value
= .013
.010
.000
.000
Orif. Coeff.
= 0.60
0.60
0.00
0.00
Multistage
= -
Yes
No
No
Tailwater Elevation = 0.00 ft
Nob. All amwws have bean enab«d udw inW a,d outlet m 1
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft
cuft
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs
cfs
0.00
0
23.00
0.00
0.00 -
- 0.00 - - -
0.00
1.00
41,512
24.00
4.13
0.21 --
- 0.00 -- - -
0.21
2.00
85,402
25.00
11.12
0.31 -
- 0.00 - -- -
0.31
3.00
131,725
26.00
14.80
0.00 -
- 22.31 - -
14.80

Hydrograph Report
Hyd. No. 4
Reality check post pnd
Hydrograph type = Reservoir Peak discharge
Storm frequency = 100 yrs Time interval
Inflow hyd. No. = 2 Reservoir name
Max. Elevation = 25.31 ft Max. Storage
Storage IWirauon m gmd used
Hydrograph Discharge Table
Time Inflow
(min) cfs
19 16.68
20 0.00
21 0.00
22 0.00
23 0.00
24 0.00
25 0.00
26 0.00
27 0.00
28 0.00
29 0.00
30 0.00
31 0.00
32 0.00
33 0.00
34 0.00
35 0.00
36 0.00
37 0.00
38 0.00
39 0.00
40 0.00
41 0.00
42 0.00
43 0.00
44 0.00
45 0.00
46 0.00
47 0.00
48 0.00
49 0.00
50 0.00
51 0.00
52 0.00
53 0.00
54 0.00
Page 1
English
= 0.34 cfs
= 1 min
= Reality Check f
= 99,858 cuft
Total Volume = 26,825 cult
Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
25.30
8.97
0.34 -
- 0.00 - -
- 0.34
25.31 <<
9.06
0.34 -
- 0.00 - -
- 0.34 <<
25.31
9.05
0.34 -
-- 0.00 - -
- 0.34
25.31
9.05
0.34 -
- 0.00 - -
- 0.34
25.31
9.05
0.34 -
- 0.00 - -
- 0.34
25.31
9.04
0.34 -
- 0.00 - -
- 0.34
25.31
9.04
0.34 -
- 0.00 - -
- 0.34
25.31
9.03
0.34 -
- 0.00 - -
- 0.34
25.31
9.03
0.34 -
- 0.00 - -
- 0.34
25.31
9.03
0.34 -
- 0.00 - -
- 0.34
25.31
9.02
0.34 -
- 0.00 - -
- 0.34
25.31
9.02
0.34 -
- 0.00 - -
- 0.34
25.31
9.02
0.34 -
- 0.00 - -
- 0.34
25.31
9.01
0.34 -
- 0.00 - -
- 0.34
25.31
9.01
0.34 -
- 0.00 - -
- 0.34
25.31
9.00
0.34 -
- 0.00 - -
- 0.34
25.31
9.00
0.34 -
- 0.00 - -
- 0.34
25.31
9.00
0.34 -
- 0.00 - -
- 0.34
25.30
8.99
0.34 -
- 0.00 - -
- 0.34
25.30
8.99
0.34 -
- 0.00 - -
- 0.34
25.30
8.99
0.34 -
- 0.00 - -
- 0.34
25.30
8.98
0.34 -
- 0.00 - -
- 0.34
25.30
8.98
0.34 -
- 0.00 - -
- 0.34
25.30
8.98
0.34 -
- 0.00 - -
-- 0.34
25.30
8.97
0.34 --
- 0.00 - -
-- 0.34
25.30
8.97
0.34 -
-- 0.00 - --
- 0.34
25.30
8.96
0.34 --
--- 0.00 -- -
- 0.34
25.30
8.96
0.34 --
- 0.00 -- --
- 0.34
25.30
8.96
0.34 --
-- 0.00 - -
- 0.34
25.30
8.95
0.34 --
-- -- -- --
- 0.34
25.30
8.95
0.34 -
--- -- --- -
- 0.34
25.30
8.94
0.34 --
-- -- --- --
- - 0.34
25.30
8.94
0.34 --
-- - ---- --
--- 0.34
25.30
8.94
0.34 --
-- -- --
-- 0.34
25.30
8.93
0.34 --
- --- --- ---
--- 0.34
25.30
8.93
0.34 ---
---- -- -- ---
- 0.34
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 2
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
cfs
It
cfs
cfs cfs cfs cfs cfs cfs cfs
cfs
55
0.00
25.30
8.92
0.34 -- -- - - - -
0.34
56
0.00
25.30
8.92
0.34 --- -- -- - - -
0.34
57
0.00
25.30
8.92
0.34 - -- - - - -
0.34
58
0.00
25.30
8.91
0.34 -- - -- - - --
0.34
59
0.00
25.30
8.91
0.34 -- - ---- - - -
0.34
60
0.00
25.29
8.90
0.34 - -- --- - - -
0.34
61
0.00
25.29
8.90
0.34 -- - --- - - -
0.34
62
0.00
25.29
8.90
0.34 - -- - - - -
0.34
63
0.00
25.29
8.89
0.34 - -- -- - - -
0.34
64
0.00
25.29
8.89
0.34 -- -- - - - ---
0.34
65
0.00
25.29
8.88
0.34 - - -- - - -
0.34
66
0.00
25.29
8.88
0.34 - - --- -- - --
0.34
67
0.00
25.29
8.87
0.34 -- -- - - - - -
0.34
68
0.00
25.29
8.87
0.34 - - - - -- --
0.34
69
0.00
25.29
8.87
0.34 - -- -- - - -
0.34
70
0.00
25.29
8.86
0.34 - - -- - - --
0.34
71
0.00
25.29
8.86
0.34 - -- -- - - --
0.34
72
0.00
25.29
8.85
0.34 -- - - - - --
0.34
73
0.00
25.29
8.85
0.34 - - - - - -
0.34
74
0.00
25.29
8.85
0.34 - - - - - -
0.34
75
0.00
25.29
8.84
0.34 - -- - - - --
0.34
76
0.00
25.29
8.84
0.33 - - - - - -
0.33
77
0.00
25.29
8.83
0.33 - -- - - - -
0.33
78
0.00
25.29
8.83
0.33 - - - - - -
0.33
79
0.00
25.29
8.83
0.33 - - - - - --
0.33
80
0.00
25.29
8.82
0.33 - - - - - -
0.33
81
0.00
25.29
8.82
0.33 - - -- - - -
0.33
82
0.00
25.29
8.81
0.33 - - - - - -
0.33
83
0.00
25.28
8.81
0.33 - - - - - -
0.33
84
0.00
25.28
8.80
0.33 - - - - - -
0.33
85
0.00
25.28
8.80
0.33 -- - - - - -
0.33
86
0.00
25.28
8.80
0.33 - - - - - -
0.33
87
0.00
25.28
8.79
0.33 - - - - - -
0.33
88
0.00
25.28
8.79
0.33 - - - - - -
0.33
89
0.00
25.28
8.78
0.33 -- - - -- - -
0.33
90
0.00
25.28
8.78
0.33 - - - - -- -
0.33
91
0.00
25.28
8.78
0.33 -- - - - - -
0.33
92
0.00
25.28
8.77
0.33 - - - - - -
0.33
93
0.00
25.28
8.77
0.33 -- - -- -- - -
0.33
94
0.00
25.28
8.76
0.33 - -- -- -- - -
0.33
95
0.00
25.28
8.76
0.33 --- - - - -- -
0.33
96
0.00
25.28
8.76
0.33 -- - - - - -
0.33
97
0.00
25.28
8.75
0.33 - - - -- - -
0.33
98
0.00
25.28
8.75
0.33 - - - -- - -
0.33
99
0.00
25.28
8.74
0.33 -- -- -- - --- --
0.33
100
0.00
25.28
8.74
0.33 -- -- -- - - -
0.33
101
0.00
25.28
8.74
0.33 -- - -- -- - -
0.33
102
0.00
25.28
8.73
0.33 - - - - - -
0.33
103
0.00
25.28
8.73
0.33 - - - -- - --
0.33
Continues on next page...

Reality check post pnd
Hydrograph Discharge Table
Page 3
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
cis
ft
cis
cfs cis cis cfs cis cis cis
cis
104
0.00
25.28
8.72
0.33 -- - - - -- -
0.33
105
0.00
25.28
8.72
0.33 - - - - - -
0.33
106
0.00
25.27
8.71
0.33 - - - - - --
0.33
107
0.00
25.27
8.71
0.33 - - - - - --
0.33
108
0.00
25.27
8.71
0.33 - - - - - -
0.33
109
0.00
25.27
8.70
0.33 - - - - - -
0.33
110
0.00
25.27
8.70
0.33 -- - - - - -
0.33
111
0.00
25.27
8.69
0.33 - - - - - -
0.33
112
0.00
25.27
8.69
0.33 - - - - - -
0.33
113
0.00
25.27
8.69
0.33 - - -- - -- -
0.33
114
0.00
25.27
8.68
0.33 - - - - - -
0.33
115
0.00
25.27
8.68
0.33 - -- - -- - -
0.33
116
0.00
25.27
8.67
0.33 - - - - - -
0.33
End

Reservoir Report
Reservoir No. 2 - Reality Check for Ex. Pnd
Pond Data
Pond storage is based on known contour areas
Stage / Storage Table
Page 1
English
Stage Elevation
ft ft
0.00 23.00
1.00 24.00
2.00 TP, 25.00.15
3.00 26.00
Contour area
sqft
40,336
42,687
45,093gbo77
47,553
Incr. Storage Total storage
cuft cult
0 0
41,512 41,512
43,890 85,402_/03 93,
46,323 131,725
Culvert / Orifice Structures
Weir Structures
[A]
[B]
[C]
[D]
[A]
[B]
[C]
[D]
Rise in
= 24.0
3.0
0.0
0.0
Crest Len ft = 16.00
0.00
0.00
0.00
Span in
= 24.0
3.0
0.0
0.0
Crest El. ft = 25.40
0.00
0.00
0.00
No. Barrels
= 1
1
0
0
Weir Coeff. = 3.00
0.00
0.00
0.00
Invert El. ft
= 23.00
23.00 0.00
0.00
Eqn. Exp. = 1.50
0.00
0.00
0.00
Length ft
= 200.0
6.0
0.0
0.0
Multi -Stage = Yes
No
No
No
Slope %
= 0.10
0.10
0.00
0.00
N-Value
= .013
.010
.000
.000
Orif. Coeff.
= 0.60
0.60
0.00
0.00
Multi -Stage
= -
Yes
No
No
Tailwater Elevation = 0.00 ft
Nob All outlbxs haw been anayc unJer inlet antl outlet mnhal
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00
0
23.00
0.00
0.00 -
- 0.00 - -
- 0.00
1.00
41,512
24.00
3.00
0.21 -
- 0.00 - -
- 0.21
2.00
85,402
25.002S,y.
5.66
0.31 -
- 0.00 - --
- 0.31
3.00
131.725
26A0
13.87
0.00 --
- 22.31 --
- 13.87

rfi^u g>9l�5�0 Q3��f�,VE^ FEAR
North Carolina
12inol Drive. Wil
0� r�
NGINEERING
!nt of Environment
NC 28405 (910) 9
Express
9 03831045
n mot ,
FAX
Review
Sw $ 0
FILL-IN all information below and CHECK required Permit(s). FAX or email to Cameron. Weaveri8ncmail.net along with a narrative and vicinity map of the project Joe,
Projects must be submitted by 9:00 A.M. of the review date, unless prior arran em�(nts are mad
v ( 070 6 : 1 d) -L. r2 4 ��Ef �/�mkwa✓r
APPLICANT NameD-�-04A0 _
Company_ l O/,taw) ,'DWJGt S+ ANh ¢EAR ;EtrATC__
Address (0 �4o t � E l�raN_ 5 ecity State W tt.tn , rl G- Zio 7-84�untvO
PROJECT Name A6H0L tN"Dv> 10ESS
8 Z
PROJECT SYSTEM(S)-TRIBUTARY TG--­—� (STREAM NAME) Cam% RIVER BASIN
ENGINEFR/CONSULTANT QA1t5Fe,NwE��
Company e, o r t16
Address_l51 Toov6?-o 15ottE \03 City/State Wil\c. C. Zip_Z84SI Cou BPo,y��'
Phone_3e3-1044 Fax 393-104,�" EmailA:�aQ%<-- nar'l CyftW
------------- ------- ---------------- ------ ------ --------------- ----- ------- ------------------------- --------------- -- - --------------------------Cc
State or National Environmental Policy Act ($EPA, NEPA) - EA or EIS Required ❑ Yes ❑ No
❑ STREAM ORIGIN Determination; ____# of stream calls; Stream
N STORMWATER ❑ Low Density ❑ High Density -Detention Pond ❑ High Density -Other
Wetlands MUST be addressed below ❑ Low Density -Curb & Gutter ❑ High Density -Infiltration ['MOff Site
❑ COASTAL
MANAGEMENT
❑ LAND QUALITY
❑ Excavation & Fill ❑ Bridges & Culverts
❑ Upland Development ❑ Marina Development
❑ Erosion and Sedimentation Control Plan with
❑ Structures Information
❑ Urban Waterfront
acres to be disturbed.
WETLANDS (401) Wetlands on Property ❑ Yes ❑ No Isolated Wetlands on Property ❑ yes ❑ No
Check all that apply Wetlands Will Be Impacted ❑ Yes ❑ No Wetland Impacts: Acre(s)
Wetlands Delineation has been completed ❑ Yes ❑ No ❑ Buffers Impacted: Acre(s)
USA COE Approval of Delineation completed ❑ Yes ❑ No
404 Application in process w/USACOE ❑Yes ❑No / Permit received from USACE ❑Ycs ❑No
401 Application required ❑Yes ❑ No If Yes, ❑ Regular ❑ Express
-------- -----------------------------------------------------------------------------------------
Additional fees, not to exceed 50% of the original Express Review permit application fee, may be charged for
subsequent reviews due to the insufficiency of the permit applications.
For DENR use only
SUBMITTAL DATES: Fee Split for multiple permits:
SW $
CAMA $
LQS $
401 $ Total Fee Amount $

Aug 13 05 12:56y�p-- CAPE FEAR ENGINEERING
Im
DESIGN NARRATIVE
1. GENERAL: 1!t - lot-7( /-'-7�Z
The project site is located oll' of Hwy 17 at
project lies entirely within the city limt_t of
project boundary of Magnolia Busing
-_. —
area to the approved stormwatcr ma aeemt
2. EXISTINC SITE:
3103831045
�7
Ad.�n�e Leland industrial Park. The
010706). Ldl #2 was
Site topography in the area is relatively flat with slopes typically less than one (1) percent. The
vegetation consists primarily of grasses and minor ground cover within the area of the
improvements. Subsurface soils are typically a mixture of sands, silty sands and organics.
3. PROPOSED IMPROVF,MENTS:
The proposed development of Lot 42 includes the installation of sub -surface drainage, parking
lots and landscaping, and a business office for a residential and commercial construction
company.
a. DRAINAGE CONSIDERATIONS:
All drainage from the project site will drain to a piped system that will convey the collected
stormwatcr to the approved wet detention basin. We are working under the assumption that the
pond has been previously certified because other offsite permits have been issued recently for
other Projects in the Magnolia Business Park.
5. EROSION CONTROL CONSIDERATIONS:
Silt fence shall be employed to retain all sediment on -site both at the project boundary and as
protection around proposed stormwatcr inlets. We do not attticipate the nccd for any other
erosion control measures.
6. MAINTENANCE CONSIDERATIONS:
During construction, the Contractor shall be required to inspcet and repair as needed all erosion
control devices after any significant rain event. Any measure lbund not perfunming its intended
I unction, shall be repaired immediately. Upon completion of construction the establishment of
permanent ground cover will be a priority.
p.3F . T,.
Y

=-•fiJ� 19 05 12:5GF CAPE FEAR ENGINEERING 9103831045 p.2
.l
Express Storm Water Narrative
Subject:
Lot 2 at Magnolia Business Park
Brunswick County, North Carolina
Prepared for
i_ogan Construction, Developers, and Real Estate Group L.L.0
6740 Netherlands Drive Suite h
Wilmington, North Carolina 28405
[phone]
SEAL
024"
Date: August 2005
Prepared by
Cape Fear Yngineering, Inc.
IS Poole Road, Suite 100
Belville, [North Carolina 29451
[phone]
M AQAV5S

Aug 19 05 03:03p- CAPE FEAR -ENGINEERING 9103831-045
P'2h' .
L"OCATION MAP
NOT TO SCALE