20140500 Ver 1_Stormwater Info_20140519

A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
April 24, 2014
Ms. Lorraine Mohler
GHM Group, LLC
7670 Raeford Road
Fayetteville, North Carolina 28304
Subject: Stormwater Permit No. SW6140302
West Hampton Phase II Subdivision
High Density Wet Detention Basin Project
Hope Mills, Cumberland County
Dear Ms. Mohler:
John E. Skvarla, III
Secretary
The Stormwater Permitting Unit received a complete package for the West Hampton Phase II
Subdivision project on April 21, 2014. Staff review of the plans and specifications has determined
that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A
NCAC 2H.1000 and Session Law 2006 -246. We are forwarding this Stormwater Management
Permit No. SW6140302, issued April 24, 2014, for the construction, operation and maintenance of
the subject project and the stormwater BMPs.
This permit expiration date shall not charge and shall be effective from the original date of
issuance until April 24, 2022, and shall be subject to the conditions and limitations as specified
therein, and does not supersede any other agency permit that may be required. Please pay special
attention to the conditions listed in this permit regarding the Operation and Maintenance of the
BMP(s), recordation of creed restrictions. procedures four changes of ownership, transferring the
permit, and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record treed restrictions, to follow the
procedures for transfer of the permit, or to renew the permit, 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 by filing a written petition with the Office of Administrative
Hearings (OAH). The written petition must conform to Chapter 150B of the North Carolina General
Statutes. Per NCGS 143- 215(e) the petition must be filed with the OAH within thirty (30) days of
receipt of this permit. You should contact the OAH with all questions regarding the filing fee (if a
filing fee is required) and /or the details of the filing process at 6714 Mail Service Center, Raleigh,
NO 27699 -6714, or via telephone at 919 - 431 -3000, or visit their We bsite at www. N COAH. corn
Unless such demands are made this permit shall be final and binding.
1612 Mail Service Center, Raleigh, North Carolina 27699 -1612
Phone: 919 - 707 -86001 Internet: www,ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper

After thirty days from the date of this letter, this project will be kept on file at the NCDENR Division
of Energy, Mineral and Land Resources, Land Quality Section, Winston -Salem Regional Office. If
you have questions after that time, please contact Brad Cole, brad.cole @ncdenr.gov or Mike
Lawyer, mike.lawyer6a ncdenr.gov, of that office. Until that time, if you have any questions or need
additional information concerning this permit, please contact Bill Diuguid at (919) 807 -6369; or
bill.diuguid @ncdenr.gov.
Sincerely,
Original Signed by William H. Diuguid
William H. Diuguid, AICP, Plans Reviewer
for Tracy E. Davis, P.E., CPM
Director, Division of Energy,
Mineral and Land Resources
cc: NCDENR DEMLR Fayetteville Regional Office
Central Files
Stormwater Permitting Unit Files
Attachments

State Stormwater Permit
Permit No.SW6140302
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
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
GHM Group, LLC
West Hampton Phase II Subdivision
End of Princess Amelia Lane
Hope Mills area, Cumberland County
FOR THE
construction, operation and maintenance of two wet detention basins in compliance
with the provisions of 15A NCAC 2H _1000 and S. L_ 2006 -240 (hereafter referreJ to as
the "stormwalerrules'� and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Energy, Mineral and Land Resources (DEMLR), Land {duality Sect :on
and considered a part of this permit.
This permit shall be effective from the date of issuance until April 24, 2022, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. J his storrnwate1' system has beery approved for the rnan age ment of stormwater
runoff as described in Section 1,7 of this permit. The stormwater control has been
designed to handle the runoff from 490,265 square feet of impervious area.
3. The tract will be limited to the amount of built -upon area indicated in Section 1.7
of this permit, and per approved plans.
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.
5 The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 1 of 6

State Stormwater Permit
Permit No.SW6140302
6. The built -upon areas associated with this project shall be located at least 30 feet
landward of all perennial and intermittent surface waters.
7 The following design criteria have been provided in the two wet detention basins
and must be maintained at design condition:
Basin #1 Basin #2
a Drainage Area, acres: 26.6 10.1
Onsite, fin- 868,550 415,212
Offsite, ft`: 288,580 25,449
b. Total Impervioys Surfaces, ft2: 356,178 134,087
Buildings ft : 150,000 81,000
Roads /Parking, ft 2: 196,178 53,087
Other, ft2-
Offsite, ft : 10,000 0
c. Pond Depth, feet: 7.08 6.21
d. TSS removal efficiency: 90% 90%
e. Design Storm: inches 1.0 1.0
f. Permanent Pool Elevation, FMS: 99.10 111.50
9
Permitted Surface Area @PP, ft : 21,032 8,491
Permitted Storage Volume. ft 52,135 12,368
i. Storage Elevation, FMSL: 101.18 112.71
j. Controlling Orifice: inches 3.25 3.25
k Permanent Pool Volume, ft3: 68,311 25,011
I. Forebay Volume, ft3: 14,445 4,520
m. Receiving Stream /River Basin: Rockfish Creek / Cape Fear
n. Stream Index Number: 18- 13 -(18) 18- 13 -(18)
o. Classification of Water Body: "B" "B"
II. SCHEDULE OF COMPLIANCE
.1 The stormvvater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the completion of any
built -upon surface and the issuance of any certificate of occupancy.
2 During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d Immediate repair of eroded areas.
e Maintenance of all slopes in accordance with approved plans and
specifications.
f Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DEMLR. The records will indicate the date,
Page 2of6

State Stormwater Permit
Permit No.SW6140302
activity, name of person performing the work and what actions were taken.
5. The stormwater treatment system shall be constructed in accordance with the
approved plans and specifications, the conditions of this permit, and with other
supporting data.
6, Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permuted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation_ Any deviations from the
approved plans and specifications must be noted on the Certification_ A
modification may be required for those deviations,
7. 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.
6. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
. The permittee shall submit to the Director and shall have received approval for
revised plants, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b_ Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Ma)or permit was sought_
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
16. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
1 'I . A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
12 The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a completed Name /Ownership Change form, to the Division of Energy,
Mineral and Land Resources, Land Quality Section, signed by both parties. and
accompanied by supporting documentation as listed on page 2 of the form. The
Page 3 of 6

State, Stormwater Permit
Permit No.SW6140302
project must be in good standing with the Division. The approval of this request
will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Energy, Mineral
and Land Resources, Land Quality Section, in accordance with North Carolina
General Statute 143- 215.6A to 143- 215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5 In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re- issuance or
termination does not stay any permit condition.
8 Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
0 Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws: rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H '1000, and NCGS 143 -215.1 et.al.
11. The permittee shall notify the Division of any name, ownership or mailing
address changes at least 30 days prior to making such changes.
12. The permittee shall submit a renewal request with all required forms and
documentation at least 180 days prior to the expiration date of this permit.
Permit issued this the 24th day of April, 2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Original Signed by William H. Diuguid
William H. Diuguid, AICP, Plans Reviewer
for Tracy E. Davis, P.E., CPM, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 4 of 6

State Stormwater Permit
Permit No.SW6140302
West Hampton Phase II Subdivision
Stormwater Permit No. SW6140302
Cumberland Countv
Designer's Certification
I , as a duly registered
in the State of North Carolina, having been authorized to observe (periodically/ weekly/
full time) the construction of the project,
West Hampton Phase II Subdivision, end of Princess Amelia Lane, Hope Mills area
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature __
Registration Number
Date
Page 5 of 6
SEAL

State Stormwater Permit
Permit No.SW6140302
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed..into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8 All slopes are grassed with permanent vegetation.
_9 Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short -
circuiting of the system.
1. The permitted amounts of surface area and /or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13 All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
115. The required system dimensions are provided per the approved plans.
Please submit this Designer's Certification to: Brad Cole /Mike Lawyer.
NCDENR DEMLR
Fayetteville Regional Office
Land Quality Section
225 Green Street, Suite 714
Fayetteville, NC 28301
Page 6 of 6

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006 -246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built- upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Lorraine Mohler , acknowledge, affirm and agree by my signature below, that I will
cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is _5,928 square feet. 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.
OR, if the proposed built -upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built -upon area per lot, in square feet, is as listed below:
Lot # BUA Lot # BUA Lot # BUA Lot # BUA
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.
7. Each lot will maintain a 30 ** foot wide vegetated buffer between all impervious areas and surface
waters.
* *50 foot for projects located in the 20 coastal counties.
8. 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 roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Form DRPC -3 Rev.2 05Nov2009 Page 1 of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature: Date:
I, , a Notary Public in the
State of , County of
do hereby certify that personally appeared
before me this the day of 20 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Signature
My Commission expires
Form DRPC -3 Rev.2 05Nov2009 Page 2 of 2

ENGINEERING
LAND
,)uRVEYING
CONSTRUCTION
LAYOUT
GP5 SERVICES
LAND
DEVEL0PME -NT
4o9 cdicAGo
DRIVE
SUITE 112
FAYETTEVILLE
NC 285o6
Pd ONE
910 426 -6777
FAX
910 426 -5777
4p,51TF-
50LUTIONt), INC.
West Hampton Phase II
Pond #1
Drainage Area:
1,157,130 sf — 26.6 acres
Impervious Area: 356,178 sf (8.2 ac)
% Impervious: 31%
1 inch Storm Event:
Rv = 0.05 +0.009 I
Rv = runoff coefficient
I= percent impervious
Rv =0.05 +0.009 *31%
= 0.329
For volume that must be controlled:
Volume= 3,630 *Rd *Rv *A
Volume = 3,630 *(1 inch) *(0.329) *26.6 acres = 31,768 cf
Designed for 90% TSS removal so no filter strip is required:
SA/DA ratio is 1.54 for a depth of 4.5 feet
Required surface area = 26.6 ac * (0.0154) = 0.410 ac or 17,844 sf
Surface area provided = 21,032 sf

ENGINEERING
LAND
,)uRVEYING
CONSTRUCTION
LAYOUT
GP5 SERVICES
LAND
DEVEL0PME -NT
4o9 cdicAGo
DRIVE
SUITE 112
FAYETTEVILLE
NC 285o6
Pd ONE
910 426 -6777
FAX
910 426 -5777
4p,51TF-
50LUTIONt), INC.
Pond #2
Drainage Area:
441,212 sf — 10.1 acres
Impervious Area: 134,087 sf (3.1 ac)
% Impervious: 30%
1 inch Storm Event:
Rv = 0.05 +0.009 I
Rv = runoff coefficient
I= percent impervious
Rv =0.05 +0.009 *30%
= 0.320
For volume that must be controlled:
Volume= 3,630 *Rd *Rv *A
Volume = 3,630 *(1 inch) *(0.320)* 10.1 acres = 11,732 cf
Designed for 90% TSS removal so no filter strip is required:
SA/DA ratio is 1.90 for a depth of 3.0 feet
Required surface area = 10.1 ac * (0.0190) = 0.192 ac or 8,359 sf
Surface area provided = 8,491 sf

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/ debris is present.
Remove the trash /debris.
The perimeter of the wet
Areas of bare soil and /or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one -time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401 -Wet Detention Basin O &M -Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential problem:
How I will remediate the problem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one -time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401 -Wet Detention Basin O &M -Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential problem:
How I will remediate the problem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919 -733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads _5_0_ feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
94.10 Pe anen`�
------------ - - - - -- Volume
93.10
Vsft Min.
ediment
Storage
Permanent Pool Elevation 99.10
Pool
Sediment Removal Elevation 94.10 Volume
Bottom Elevation 93.10 1 1 -ft
Storage
FOREBAY
MAIN POND
Form SW401 -Wet Detention Basin O &M -Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: West Hampton Phase II
BMP drainage area number: 1
Print name: Lorraine Mohler
Title: Manager/Member
Address:7670 Raeford Road, Fayetteville, NC 28304
Phone: 910 - 221 -9901
Signature:
Date:
Note: The legally responsible parry should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I,
a Notary Public for the State of
, County of , do hereby certify that
personally appeared before me this
day of 1 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires
Form SW401 -Wet Detention Basin O &M -Rev.4 Page 4 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
Wet Detention Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
The wet detention basin system is defined as the wet detention basin,
pretreatment including forebays and the vegetated filter if one is provided.
This system (check one):
❑ does ® does not incorporate a vegetated filter at the outlet.
This system (check one):
❑ does ® does not incorporate pretreatment other than a forebay.
Important maintenance procedures:
- Immediately after the wet detention basin is established, the plants on the
vegetated shelf and perimeter of the basin should be watered twice weekly if
needed, until the plants become established (commonly six weeks).
- No portion of the wet detention pond should be fertilized after the first initial
fertilization that is required to establish the plants on the vegetated shelf.
- Stable groundcover should be maintained in the drainage area to reduce the
sediment load to the wet detention basin.
- If the basin must be drained for an emergency or to perform maintenance, the
flushing of sediment through the emergency drain should be minimized to the
maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and
within 24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a
Coastal County). Records of operation and maintenance should be kept in a known set
location and must be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/ debris is present.
Remove the trash /debris.
The perimeter of the wet
Areas of bare soil and /or
Regrade the soil if necessary to
detention basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one -time fertilizer application.
Vegetation is too short or too
Maintain vegetation at a height of
long.
approximately six inches.
Form SW401 -Wet Detention Basin O &M -Rev.4 Page 1 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential problem:
How I will remediate the problem:
The inlet device: pipe or
The pipe is clogged.
Unclog the pipe. Dispose of the
swale
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
Regrade the swale if necessary to
swale.
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
The forebay
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design depth for
possible. Remove the sediment and
sediment storage.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred.
Provide additional erosion
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
Prune according to best professional
show that pruning is needed
practices
to maintain optimal plant
health.
Plants are dead, diseased or
Determine the source of the
dying.
problem: soils, hydrology, disease,
etc. Remedy the problem and
replace plants. Provide a one -time
fertilizer application to establish the
ground cover if a soil test indicates
it is necessary.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticide is used, wipe it on
the plants rather than spraying.
The main treatment area
Sediment has accumulated to
Search for the source of the
a depth greater than the
sediment and remedy the problem if
original design sediment
possible. Remove the sediment and
storage depth.
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Algal growth covers over
Consult a professional to remove
50% of the area.
and control the algal growth.
Cattails, phragmites or other
Remove the plants by wiping them
invasive plants cover 50% of
with pesticide (do not spray).
the basin surface.
Form SW401 -Wet Detention Basin O &M -Rev.4 Page 2 of 4

Permit Number:
(to be provided by DWQ)
Drainage Area Number:
BMP element:
Potential problem:
How I will remediate the problem:
The embankment
Shrubs have started to grow
Remove shrubs immediately.
on the embankment.
Evidence of muskrat or
Use traps to remove muskrats and
beaver activity is present.
consult a professional to remove
beavers.
A tree has started to grow on
Consult a dam safety specialist to
the embankment.
remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the local NC Division of
damage have occurred at the
Water Quality Regional Office, or
outlet.
the 401 Oversight Unit at 919 -733-
1786.
The measuring device used to determine the sediment elevation shall be such
that it will give an accurate depth reading and not readily penetrate into
accumulated sediments.
When the permanent pool depth reads _5_0_ feet in the main pond, the sediment
shall be removed.
When the permanent pool depth reads 5.0 feet in the forebay, the sediment
shall be removed.
Sediment Removal
Bottom
BASIN DIAGRAM
(fill in the blanks)
106.50 Pe anen`�
------------ - - - - -- Volume
105.50 11-ft Min.
Sediment
Storage
Permanent Pool Elevation 111.50
Pool
Sediment Removal Elevation 106.50 Volume
Bottom Elevation 105.50 1 1 -ft
Storage
FOREBAY
MAIN POND
Form SW401 -Wet Detention Basin O &M -Rev.4 Page 3 of 4

Permit Number:
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: West Hampton Phase II
BMP drainage area number: 1
Print name: Lorraine Mohler
Title: Manager/Member
Address:7670 Raeford Road, Fayetteville, NC 28304
Phone: 910 - 221 -9901
Signature:
Date:
Note: The legally responsible parry should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I,
a Notary Public for the State of
, County of , do hereby certify that
personally appeared before me this
day of 1 , and acknowledge the due execution of the
forgoing wet detention basin maintenance requirements. Witness my hand and official
seal,
SEAL
My commission expires
Form SW401 -Wet Detention Basin O &M -Rev.4 Page 4 of 4

DEMLR USE ONLY
Date Received
Fee Paid
Permit Number
Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
(select all that apply) ❑ Non - Coastal SW- HQW /ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
West Hamnton Phase II
2. Location of Project (street address):
end of Princess Amelia Lane
City: Hope Mills County: Cumberland Zip: 28348
3. Directions to project (from nearest major intersection):
go west on Camden Road from intersection of Camden Road and NC Highway 59 (Hope Mills Road) for
1.5 miles. Turn left on Applegate Road. Go 0.4 miles, turn left on Bretton Woods Drive. Go 0.17 miles, turn
right on Hackberry Drive. At end of Hackberry, turn right on Sir Michael Dr. Go 626', turn left on Princess
Amelia Lane. Proiect will be at the end of the street.
4. Latitude:34° 57' 58.12" N Longitude:780 59'18.34" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU -102 - Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
®Low Density ❑High Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1- 877 - 623 - 6748):
❑CAMA Major ®Sedimentation /Erosion Control: 25.4 ac of Disturbed Area
❑NPDES Industrial Stormwater ®404/401 Permit: Proposed Impacts 0.46 acres
b. If any of these permits have already been acquired please provide the Project Name, Project/ Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ❑No ❑Yes
If yes, see S.L. 2012 -200, Part VI: httl2: / /12ortal.ncdenr.org /web /lr /rules- and - regulations
Form SWU -101 Version Oct. 31, 2013 Page 1 of 6

III. CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/ Organization: GHM Group, LLc
Signing Official & Title: Lorraine Mohler - Manager /Member
b. Contact information for person listed in item 1a above:
Street Address: 7670 Raeford Road
City: Fa
State: NC
Zip: 28304
Mailing Address (if applicable):
City: State: Zip:
Phone: (910 ) 221 -9901 Fax: (910 ) 826 -4546
Email: lorrainemohler @mohlerinvestments.com
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/ Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City:
State:
Zip:
Mailing Address (if applicable):
City: State: Zip:
Phone: ( ) Fax:
Email:
a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/ Organization:
Signing Official & Title:
b. Contact information for person listed in item 3a above:
Mailing Address:
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
4. Local jurisdiction for building permits: Cumberland County
Point of Contact: Kenneth Hairr Phone #: (910 ) 321 -6653
Form SWU -101 Version Oct. 31, 2013 Page 2 of 6

IV. PROJECT INFORMATION
1. In the space provided below, bnefly summarize how the stormwater runoff will be treated.
The project qualifies for low density. However, because of the wetland impacts, we are required to remove
85% TSS as if the project were high density. The storm water from the site is treated through the use of two
wet ponds. The water runs through a forebay and then into the main body of the pond before existing.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulations) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph 11- Post Construction
3. Stormwater runoff from this project drains to the Cape Fear River basin.
4. Total Property Area: 89.6 acres
5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': 89.6 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water
(MHVO line, and coastal wetlands landward from the NHW (or MTIM line. The resultant project area is used to
calculate overall percent built upon area (B UA). Non - coastal wetlands landward of the NHW (or MHV0 line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 24
9. How many drainage areas does the project have ?2 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
Receiving Stream Name
Rockfish Creek
Rockfish Creek
Stream Class *
B
B
Stream Index Number *
18- 13 -(18)
18- 13 -(18)
Total Drainage Area (sf)
1,157,130
441,212
On -site Drainage Area (sf)
868,550
415,763
Off -site Drainage Area (sf)
288,580
25,449
Proposed Impervious Area ** (sf)
346,178
134,087
Impervious Area ** (total)
31%
30%
Impervious- Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area _
Drainage Area _
On -site Buildings /Lots (sf)
150,000
81,000
On -site Streets (sf)
196,178
53,087
On -site Parking (sf)
On -site Sidewalks (sf)
Other on -site (sf)
Future (sf)
Off -site (sf)
10,000
Existing BUA * ** (sf)
Total (sf):
356,178
134,087
* Stream Class and Index Number can be determined at: http,/ &ortal.ncdenr.orglweblwq&slcsulclassiflcations
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
Form SWU -101 Version Oct. 31, 2013 Page 3 of 6

'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and which will be replaced by new B UA.
11. How was the off -site impervious area listed above determined? Provide documentation. The area was
determined using survey data and georefenced aerial photography.
Proiects in Union Countv: Contact DEMLR Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per I5A NCAC 02B .0600.
V. SUPPLEMENT AND O &M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O &M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http:/ /portal.ncdenr.org /web /wq /ws /su /bmp- manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http: / /portal.ncdenr.org/ web /wq /ws /su /statesw /forms_docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http: / /portal.ncdenr.org /web /wq /ws /su /maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http: / /portal.ncdenr.org/ web /wq /ws /su /statesw /forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O &M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http: / /www.envhelp.org /pages /onestopeVress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment /management for _
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
8. Two sets of plans folded to 8.5° x 14° (sealed, signed, & dated), including:
a. Development/ Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property /project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
1. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off - site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU -101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5 "x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior
to submittal, (910) 796- 7378.)
10. A copy of the most current property deed. Deed book: Page No:
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and /or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:/ /www. secretary. state .nc.us /Corporations /CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http: / /portal.ncdenr.org /web /lr /state-
stormwater -forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and /or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: C. Scott Brown, PE
Consulting Firm: 4D Sites Solutions, Inc
Mailing Address: 409 Chicago Drive, Suite 112
City: Fayetteville State: NC Zip: 28306
Phone: (910 ) 426 -6777 Fax: (910 ) 426 -5777
Email: sbrown @4dsitesolutions.com
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item Ia) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU -101 Version Oct. 31, 2013 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and /or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and
submit a completed Name /Ownership Change Form within 30 days; otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143 -215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143 - 215.6.
Signature: Date:
I, , a Notary Public for the State of County of
do hereby certify that
before me this day of
personally appeared
, and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in Contact Information, item 1a) Lorraine Mohler
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-1.1000 and any other applicable state stormwater requirements.
Signature: Date:
I, , a Notary Public for the State of County of
do hereby certify that
personally appeared
before me this _ day of , and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
Form SWU -101 Version Oct. 31, 2013 Page 6 of 6

4p,51TF-
50LUTION,5, INC.
West Hampton Phase II Storm Water Narrative
EN(7IN EEIZINC�
LAN °
The West Hampton Phase II development is a 158 lot single family residential development with the
SuIZVEYING
associated infrastructure. It is located on the west side of Woodspring Drive. The site meets the
LAYOUTUCTION
qualifications for a low density development. However, the wetland impacts from the streets and
utilities require 85% TSS removal. Therefore, permanent wet ponds have been designed to treat the
GP5 �EZvICE�
storm water from the development.
LAND
DEVELOPMENT
The storm water generated from the development will be treated through the use of two wet ponds
located near the southern edge of the development. The wet ponds are designed in accordance with
the latest NCDENR BMP manual. The storm water is transported from across the site through
underground storm drainage systems. The storm water is released into the forebay of the wet ponds.
The riser (outfall) for the ponds contains a slow release that controls the one year and ten year
storms. The pond reduces the peak flow from the development to less than the predevelopment
flows for each of the storm events.
4o9 culcAGo
DRIVE
SUITE 112
FAYETTEVILLE
NC 285o6
PIJONE
910 426 -6777
FAX
910 426 -5777

Permit No.
(to be provided by DWQ)
v0
Aff'*Mux -0
NCDENR a
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
West Hampton Phase II
Contact person
Scott Brown
Phone number
910- 426 -6777 ext. 102
Date
2/3/2014
Drainage area number
1
DESIGN INFORMATION
Site Characteristics
Drainage area
1,157,130 ft
Impervious area, post - development
356,178 ftz
% impervious
30.78 %
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
31,768 ft3
Volume provided
52,135 ft3
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5" runoff volume
ft3
Pre - development 1 -yr, 24 -hr runoff
ft3
Post - development 1 -yr, 24 -hr runoff
ft3
Minimum volume required
ft3
Volume provided
ft3
Peak Flow Calculations
Is the pre /post control of the lyr 24hr storm peak flow required?
Y (Y or N)
1 -yr, 24 -hr rainfall depth
3.0 in
Rational C, pre - development
0.30 (unitless)
Rational C, post - development
0.52 (unitless)
Rainfall intensity: 1 -yr, 24 -hr storm
0.13 in /hr OK
Pre - development 1 -yr, 24 -hr peak flow
1.04 ft3 /sec
Post - development 1 -yr, 24 -hr peak flow
0.39 ft3 /sec
Pre /Post 1 -yr, 24 -hr peak flow control
-0.65 ft3 /sec
Elevations
Temporary pool elevation
101.18 fmsl
Permanent pool elevation
99.10 fmsl
SHWT elevation (approx. at the perm. pool elevation)
99.57 fmsl
Top of 1 Oft vegetated shelf elevation
99.60 fmsl
Bottom of 1 Oft vegetated shelf elevation
98.60 fmsl Data not needed for calculation option #1, but OK if provided.
Sediment cleanout, top elevation (bottom of pond)
94.10 fmsl
Sediment cleanout, bottom elevation
93.10 fmsl Data not needed for calculation option #1, but OK if provided.
Sediment storage provided
1.00 ft
Is there additional volume stored above the state - required temp. pool? Y (Y or N)
Elevation of the top of the additional volume
101.2 fmsl OK
Form SW401 -Wet Detention Basin- Rev.9- 4/18/12 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 27,055 ft'
Area REQUIRED, permanent pool 17,820 ftz
SA /DA ratio 1.54 (unitless)
Area PROVIDED, permanent pool, Apenpool 21,032 ftz OK
Area, bottom of 1 Oft vegetated shelf, Abot shelf 18,195 ft'
Area, sediment cleanout, top elevation (bottom of pond), Abot pond 9,477 ft'
Volumes
Volume, temporary pool
Volume, permanent pool, Vpertn_ pool
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SA /DA Table Data
Design TSS removal
Coastal SA /DA Table Used?
Mountain /Piedmont SA /DA Table Used?
SA /DA ratio
Average depth (used in SA /DA table):
Calculation option 1 used? (See Figure 10 -2b)
Volume, permanent pool, Vpertn_ pool
Area provided, permanent pool, Apenpool
Average depth calculated
Average depth used in SA /DA, d.„ (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10 -2b)
Area provided, permanent pool, Apenpool
Area, bottom of 1 Oft vegetated shelf, Abot shelf
Area, sediment cleanout, top elevation (bottom of pond), Abot pond
"Depth" (distance b/w bottom of 1 Oft shelf and top of sediment)
Average depth calculated
Average depth used in SA /DA, d.„ (Round to down to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if- non - circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre - development 1 -yr, 24 -hr peak flow
Post - development 1 -yr, 24 -hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
52,135 ft OK
68,311 ft3
14,445 ft
21.1% % OK
90 %
Y (Y or N)
N (Y or N)
Y
I
Y
1.54 (unitless)
(Y or N)
68,311 ft3
21,032 ft'
4.40 ft OK
4.5 ft OK
(Y or N)
21,032 ftz
18,195 ft'
9,477 ftz
4.50 ft
ft
ft
_ (Y or N)
3.25 in
nz
0.60 (unitless)
0.00 ft
_(Y or N)
_(unitless)
_(unitless)
ft
_ft
1.04 ft3 /sec
0.39 ft3 /sec
0.23 ft3 /sec
Storage volume drawdown time
2.60 days
OK, draws down in 2 -5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
3.0 :1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK
Freeboard provided
1.4 ft
OK
Vegetated filter provided?
N
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is
PUMP OUT
Form SW401 -Wet Detention Basin- Rev.9- 4/18/12 Parts I. & II. Design Summary, Page 2 of 2

Permit No.
(to be provided by DWQ)
v0
Aff'*Mux -0
NCDENR a
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part III) must be printed, filled out and submitted along with all of the required information.
I. PROJECT INFORMATION
Project name
West Hampton Phase II
Contact person
Scott Brown
Phone number
910- 426 -6777 ext. 102
Date
2/3/2014
Drainage area number
1
DESIGN INFORMATION
Site Characteristics
Drainage area
441,212 ft
Impervious area, post - development
134,087 ftz
% impervious
30.39 %
Design rainfall depth
1.0 in
Storage Volume: Non -SA Waters
Minimum volume required
11,732 ft3
Volume provided
12,368 ft3
OK, volume provided is equal to or in excess of volume required.
Storage Volume: SA Waters
1.5" runoff volume
ft3
Pre - development 1 -yr, 24 -hr runoff
ft3
Post - development 1 -yr, 24 -hr runoff
ft3
Minimum volume required
ft3
Volume provided
ft3
Peak Flow Calculations
Is the pre /post control of the lyr 24hr storm peak flow required?
Y (Y or N)
1 -yr, 24 -hr rainfall depth
3.0 in
Rational C, pre - development
0.30 (unitless)
Rational C, post - development
0.50 (unitless)
Rainfall intensity: 1 -yr, 24 -hr storm
0.13 in /hr OK
Pre - development 1 -yr, 24 -hr peak flow
0.39 ft3 /sec
Post - development 1 -yr, 24 -hr peak flow
0.09 ft3 /sec
Pre /Post 1 -yr, 24 -hr peak flow control
-0.30 ft3 /sec
Elevations
Temporary pool elevation
112.71 fmsl
Permanent pool elevation
111.50 fmsl
SHWT elevation (approx. at the perm. pool elevation)
111.94 fmsl
Top of 1 Oft vegetated shelf elevation
112.00 fmsl
Bottom of 1 Oft vegetated shelf elevation
111.00 fmsl Data not needed for calculation option #1, but OK if provided.
Sediment cleanout, top elevation (bottom of pond)
106.50 fmsl
Sediment cleanout, bottom elevation
105.50 fmsl Data not needed for calculation option #1, but OK if provided.
Sediment storage provided
1.00 ft
Is there additional volume stored above the state - required temp. pool? Y (Y or N)
Elevation of the top of the additional volume
112.7 fmsl OK
Form SW401 -Wet Detention Basin- Rev.9- 4/18/12 Parts I. & II. Design Summary, Page 1 of 2

Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 11,855 ft'
Area REQUIRED, permanent pool 8,383 ftz
SA /DA ratio 1.90 (unitless)
Area PROVIDED, permanent pool, Apenpool 8,491 ftz OK
Area, bottom of 1 Oft vegetated shelf, Abot shelf 6,619 ft'
Area, sediment cleanout, top elevation (bottom of pond), Abot pond 2,359 ft'
Volumes
Volume, temporary pool
Volume, permanent pool, Vpertn_ pool
Volume, forebay (sum of forebays if more than one forebay)
Forebay % of permanent pool volume
SA /DA Table Data
Design TSS removal
Coastal SA /DA Table Used?
Mountain /Piedmont SA /DA Table Used?
SA /DA ratio
Average depth (used in SA /DA table):
Calculation option 1 used? (See Figure 10 -2b)
Volume, permanent pool, Vpertn_ pool
Area provided, permanent pool, Apenpool
Average depth calculated
Average depth used in SA /DA, d.„ (Round to nearest 0.5ft)
Calculation option 2 used? (See Figure 10 -2b)
Area provided, permanent pool, Apenpool
Area, bottom of 1 Oft vegetated shelf, Abot shelf
Area, sediment cleanout, top elevation (bottom of pond), Abot pond
"Depth" (distance b/w bottom of 1 Oft shelf and top of sediment)
Average depth calculated
Average depth used in SA /DA, d.„ (Round to down to nearest 0.5ft)
Drawdown Calculations
Drawdown through orifice?
Diameter of orifice (if circular)
Area of orifice (if- non - circular)
Coefficient of discharge (Co)
Driving head (Ho)
Drawdown through weir?
Weir type
Coefficient of discharge (C.)
Length of weir (L)
Driving head (H)
Pre - development 1 -yr, 24 -hr peak flow
Post - development 1 -yr, 24 -hr peak flow
Storage volume discharge rate (through discharge orifice or weir)
12,368 ft OK
25,011 ft3
4,520 ft
18.1% % OK
90 %
Y (Y or N)
N (Y or N)
Y
I
Y
1.90 (unitless)
(Y or N)
25,011 ft3
8,491 ft'
3.00 ft OK
3.0 ft OK
(Y or N)
8,491 ftz
6,619 ft'
2,359 ft2
4.50 ft
ft
ft
_ (Y or N)
1.75 in
nz
0.60 (unitless)
0.40 ft
_(Y or N)
_(unitless)
_(unitless)
ft
_ft
0.39 ft3 /sec
0.09 ft3 /sec
0.05 ft3 /sec
Storage volume drawdown time
2.80 days
OK, draws down in 2 -5 days.
Additional Information
Vegetated side slopes
3 :1
OK
Vegetated shelf slope
10 :1
OK
Vegetated shelf width
10.0 ft
OK
Length of flowpath to width ratio
3 :1
OK
Length to width ratio
2.0 :1
OK
Trash rack for overflow & orifice?
Y
(Y or N)
OK
Freeboard provided
2.3 ft
OK
Vegetated filter provided?
N
(Y or N)
OK
Recorded drainage easement provided?
Y
(Y or N)
OK
Capures all runoff at ultimate build -out?
Y
(Y or N)
OK
Drain mechanism for maintenance or emergencies is
PUMP OUT
Form SW401 -Wet Detention Basin- Rev.9- 4/18/12 Parts I. & II. Design Summary, Page 2 of 2

West Hampton Phase II Pond 41
Storm Water Control
SCS curve number
Hydraulic Soi Group : B
Area
Building (sf)
150,000
Pavement (sf)
196,178
Open space (sf)
522,372
Offsite -open space (sf)
278,580
Offsite - impervious (sf)
10,000
Total (sf)
1157130
Total (ac)
26.56
Rational Coefficient
Predevelopment
Area
Impervious (sf) 0
Open space (sf) 1,157,130
Total (ac) 1157130
Total (ac) 26.56
SCS CN
98
98
61
61
98
72
Postdevelonment
C
Area
0.95
Building (sf)
150,000
0.30
Pavement (sf)
196,178
Open space (sf)
522,372
0.30
Offsite -open space (sf)
278,580
Offsite - impervious (sf)
10,000
Total (ac)
1157130
Total (ac)
26.56
WH Phase II Pond 1 runnoff coefficient calcs.xls Printed 5/13/2014

0.95
0.95
0.30
0.40
0.95
0.52
WH Phase II Pond 1 runnoff coefficient calcs.xls Printed 5/13/2014

DESIGN REQUIREMENTS:
A. Contain the 1 inch storm
Drainage Area, (DA) = 26.6 acres
Intensity, (1) = 0.13 inches /hr
Composite Runoff Coefficient, (C) _> 0.30
Maximum Release Rate, (Q1) _> 1.04 cfs
Drainage Area, (DA) = 26.6 acres
Intensity, (1) = 0.13 inches /hr
Composite Runoff Coefficient, (C) _> 0.52
Peak Release Rate, (Q1) _> 1.80 cfs
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft) In (S) In (Z) Z est
99.0
-
-
-
-
-
99.1
21,032
1,052
1,052
0.10
6.96
-2.30
0.09
99.6
24,048
11,270
12,322
0.60
9.42
. ..........................
0.51
0.67
100.1
24,984
12,258
24,580
1.10
€
10.11
0.10
1.18
100.6
25,935
12,730
37,309
1.60
€
10.53
0.47
1.66
101.1
26,899
13,209
50,518
2.10
€
10.83
0.74
2.12
101.6
27,878
13,694
64,212
2.60
€
11.07
€
0.96
2.58
102.1
28,871
14,187
78,399
3.10
11.27
1.13
3.04
102.6
29,878
14,687
93,087
3.60
€
11.44
€
1.28
3.49
103.1
30,899
15,194
108,281
4.10
€
11.59
€
1.41
3.95
103.6
31,934
15,708
123,989
4.60
11.73
1.53
4.41
Regression Output:
b= 1.23 (X Variable Coeff)
Ks= 20,022 (e,Y- intercept)
Stage - Storage Equation is of the form: S = (Ks)(Z) b
printed: 5/13/20141055 AM Page 1 of 20

Barrel
Number of Barrels =
Dia. of Barrel =
Area of Barrel, (Ab) _
Pipe Length, (L) _
Friction Coeff, (Kp) _
Inv. of Barrel =
Riser
Elev. of Riser Crest
Rectangular
Length Weir= 24 inches
Total Weir Length=
Area of Riser =
Orifice in Riser
Dia. of Orifice =
Number of Orifices =
Area of Orifice, (Ab) _
Orifice Coefficient (Cd) _
Inv. of Orifice =
Dia. of Orifice =
Number of Orifices =
Area of Orifice, (Ab) _
Orifice Coefficient (Cd) _
Inv. of Orifice =
Width of Spillway (Approx.) _
Weir Coefficient =
Crest Elevation =
Maximum Release Rate, (Q1) _
Release Rate, (Q1) _
Normal Water Surface Elev. _
1
24 inches
3.14 sf
47.4 feet
0.01058
98.50 feet
101.25 feet
Width Weir= 36 inches
10.00 feet
6.00 sq. ft.
3.25 inches
1
0.06 sf
0.60
99.10 feet
4.000 inches
0
0.09 sf
0.60
500.00 feet
35 feet
3.0
102.60 feet
1.04 cfs
0.39 cfs
99.10 feet
Water Surface Elev. @ Outlet (Q1) = 101.18 feet
printed: 5/13/20141055 AM
Page 2 of 20

Peak Inflow, (Qp) _>
1.80 cfs
Time to Peak Calculation:
CN=
72
P= 3.02 in.
Q"-
0.82 in.
(depth of runoff)
Vol-
79,178 cf
(vol. of runoff)
Time to Peak, (Tp)
_>
528.0 minutes
(SCS TR -55)
LAR
Q/QP
r
Q
min
cfs
0.00
0.000
0
0.00
0.02
0.001
10
0.00
0.04
0.004
20
0.01
0.06
0.008
30
0.01
0.08
0.014
40
0.03
0.09
0.022
50
0.04
0.11
0.032
60
0.06
0.13
0.043
70
0.08
0.15
0.056
80
0.10
0.17
0.070
90
0.13
0.19
0.086
100
0.15
0.21
0.103
110
0.19
0.23
0.122
120
0.22
0.25
0.142
130
0.26
0.27
0.164
140
0.29
0.28
0.186
150
0.33
0.30
0.210
160
0.38
0.32
0.235
170
0.42
0.34
0.260
180
0.47
0.36
0.287
190
0.52
0.38
0.314
200
0.56
0.40
0.342
210
0.62
0.42
0.371
220
0.67
0.44
0.400
230
0.72
0.45
0.429
240
0.77
S= 3.89 in.
printed: 5/13/20141055 AM Page 3 of 20

0.47
0.458
250
0.82
0.49
0.488
260
0.88
0.51
0.518
270
0.93
0.53
0.548
280
0.98
0.55
0.577
290
1.04
0.57
0.606
300
1.09
0.59
0.635
310
1.14
0.61
0.664
320
1.19
0.63
0.691
330
1.24
0.64
0.719
340
1.29
0.66
0.745
350
1.34
0.68
0.770
360
1.39
0.70
0.795
370
1.43
0.72
0.818
380
1.47
0.74
0.841
390
1.51
0.76
0.862
400
1.55
0.78
0.882
410
1.59
0.80
0.900
420
1.62
0.81
0.917
430
1.65
0.83
0.933
440
1.68
0.85
0.947
450
1.70
0.87
0.960
460
1.73
0.89
0.971
470
1.75
0.91
0.980
480
1.76
0.93
0.987
490
1.78
0.95
0.993
500
1.79
0.97
0.997
510
1.79
0.98
0.999
520
1.80
1.00
1.000
530
1.80
1.02
0.999
540
1.80
1.04
0.996
550
1.79
1.06
0.991
560
1.78
1.08
0.984
570
1.77
1.10
0.976
580
1.76
1.12
0.966
590
1.74
1.14
0.955
600
1.72
1.16
0.942
610
1.69
1.17
0.927
620
1.67
1.19
0.911
630
1.64
1.21
0.893
640
1.61
1.23
0.874
650
1.57
1.25
0.855
660
1.54
1.27
0.834
670
1.50
1.29
0.813
680
1.46
1.31
0.794
690
1.43
1.33
0.774
700
1.39
1.34
0.756
710
1.36
1.36
0.737
720
1.33
1.38
0.719
730
1.29
1.40
0.702
740
1.26
1.42
0.685
750
1.23
1.44
0.668
760
1.20
1.46
0.652
770
1.17
1.48
0.636
780
1.14
1.50
0.620
790
1.12
1.52
0.605
800
1.09
1.53
0.591
810
1.06
1.55
0.576
820
1.04
1.57
0.562
830
1.01
1.59
0.549
840
0.99
1.61
0.535
850
0.96
1.63
0.522
860
0.94
1.65
0.510
870
0.92
1.67
0.497
880
0.89
1.69
0.485
890
0.87
1.70
0.473
900
0.85
printed: 5/13/20141055 AM Page 4 of 20

1.72
0.462
910
0.83
1.74
0.451
920
0.81
1.76
0.440
930
0.79
1.78
0.429
940
0.77
1.80
0.418
950
0.75
1.82
0.408
960
0.73
1.84
0.398
970
0.72
1.86
0.389
980
0.70
1.88
0.379
990
0.68
1.89
0.370
1000
0.67
1.91
0.361
1010
0.65
1.93
0.352
1020
0.63
1.95
0.344
1030
0.62
1.97
0.335
1040
0.60
1.99
0.327
1050
0.59
2.01
0.319
1060
0.57
2.03
0.311
1070
0.56
2.05
0.304
1080
0.55
2.06
0.296
1090
0.53
2.08
0.289
1100
0.52
2.10
0.282
1110
0.51
2.12
0.275
1120
0.50
2.14
0.269
1130
0.48
2.16
0.262
1140
0.47
2.18
0.256
1150
0.46
2.20
0.249
1160
0.45
2.22
0.243
1170
0.44
2.23
0.238
1180
0.43
2.25
0.232
1190
0.42
2.27
0.226
1200
0.41
2.29
0.221
1210
0.40
2.31
0.215
1220
0.39
2.33
0.210
1230
0.38
2.35
0.205
1240
0.37
2.37
0.200
1250
0.36
2.39
0.195
1260
0.35
2.41
0.190
1270
0.34
2.42
0.186
1280
0.33
2.44
0.181
1290
0.33
2.46
0.177
1300
0.32
2.48
0.172
1310
0.31
2.50
0.168
1320
0.30
2.52
0.164
1330
0.30
2.54
0.160
1340
0.29
2.56
0.156
1350
0.28
2.58
0.152
1360
0.27
2.59
0.149
1370
0.27
2.61
0.145
1380
0.26
2.63
0.142
1390
0.25
2.65
0.138
1400
0.25
printed: 5/13/20141055 AM Page 5 of 20

2.67
0.135
1410
0.24
2.69
0.132
1420
0.24
2.71
0.128
1430
0.23
2.73
0.125
1440
0.23
2.75
0.122
1450
0.22
2.77
0.119
1460
0.21
2.78
0.116
1470
0.21
2.80
0.113
1480
0.20
2.82
0.111
1490
0.20
2.84
0.108
1500
0.19
2.86
0.105
1510
0.19
2.88
0.103
1520
0.18
2.90
0.100
1530
0.18
2.92
0.098
1540
0.18
2.94
0.096
1550
0.17
2.95
0.093
1560
0.17
2.97
0.091
1570
0.16
2.99
0.089
1580
0.16
3.01
0.087
1590
0.16
3.03
0.084
1600
0.15
3.05
0.082
1610
0.15
3.07
0.080
1620
0.14
3.09
0.078
1630
0.14
3.11
0.077
1640
0.14
3.13
0.075
1650
0.13
3.14
0.073
1660
0.13
3.16
0.071
1670
0.13
3.18
0.069
1680
0.12
3.20
0.068
1690
0.12
3.22
0.066
1700
0.12
3.24
0.064
1710
0.12
3.26
0.063
1720
0.11
3.28
0.061
1730
0.11
3.30
0.060
1740
0.11
3.31
0.058
1750
0.10
3.33
0.057
1760
0.10
3.35
0.056
1770
0.10
3.37
0.054
1780
0.10
3.39
0.053
1790
0.10
3.41
0.052
1800
0.09
3.43
0.050
1810
0.09
3.45
0.049
1820
0.09
3.47
0.048
1830
0.09
3.49
0.047
1840
0.08
3.50
0.046
1850
0.08
3.52
0.045
1860
0.08
3.54
0.043
1870
0.08
3.56
0.042
1880
0.08
3.58
0.041
1890
0.07
3.60
0.040
1900
0.07
3.62
0.039
1910
0.07
3.64
0.038
1920
0.07
3.66
0.037
1930
0.07
3.67
0.037
1940
0.07
3.69
0.036
1950
0.06
3.71
0.035
1960
0.06
3.73
0.034
1970
0.06
3.75
0.033
1980
0.06
3.77
0.032
1990
0.06
3.79
0.032
2000
0.06
3.81
0.031
2010
0.06
3.83
0.030
2020
0.05
3.84
0.029
2030
0.05
3.86
0.029
2040
0.05
3.88
0.028
2050
0.05
3.90
0.027
2060
0.05
printed: 5/13/20141055 AM Page 6 of 20

3.92
0.027
2070
0.05
3.94
0.026
2080
0.05
3.96
0.025
2090
0.05
3.98
0.025
2100
0.04
4.00
0.024
2110
0.04
4.02
0.023
2120
0.04
4.03
0.023
2130
0.04
4.05
0.022
2140
0.04
4.07
0.022
2150
0.04
4.09
0.021
2160
0.04
4.11
0.021
2170
0.04
4.13
0.020
2180
0.04
4.15
0.020
2190
0.04
4.17
0.019
2200
0.03
4.19
0.019
2210
0.03
4.20
0.018
2220
0.03
4.22
0.018
2230
0.03
4.24
0.017
2240
0.03
4.26
0.017
2250
0.03
4.28
0.017
2260
0.03
4.30
0.016
2270
0.03
4.32
0.016
2280
0.03
4.34
0.015
2290
0.03
4.36
0.015
2300
0.03
4.38
0.015
2310
0.03
4.39
0.014
2320
0.03
4.41
0.014
2330
0.03
4.43
0.014
2340
0.02
4.45
0.013
2350
0.02
4.47
0.013
2360
0.02
4.49
0.013
2370
0.02
4.51
0.012
2380
0.02
4.53
0.012
2390
0.02
4.55
0.012
2400
0.02
4.56
0.011
2410
0.02
4.58
0.011
2420
0.02
4.60
0.011
2430
0.02
4.62
0.011
2440
0.02
4.64
0.010
2450
0.02
4.66
0.010
2460
0.02
4.68
0.010
2470
0.02
4.70
0.010
2480
0.02
4.72
0.009
2490
0.02
4.74
0.009
2500
0.02
4.75
0.009
2510
0.02
4.77
0.009
2520
0.02
4.79
0.009
2530
0.02
4.81
0.008
2540
0.02
4.83
0.008
2550
0.01
4.85
0.008
2560
0.01
4.87
0.008
2570
0.01
4.89
0.008
2580
0.01
4.91
0.007
2590
0.01
4.92
0.007
2600
0.01
4.94
0.007
2610
0.01
4.96
0.007
2620
0.01
4.98
0.007
2630
0.01
5.00
0.007
2640
0.01
5.02
0.006
2650
0.01
5.04
0.006
2660
0.01
5.06
0.006
2670
0.01
5.08
0.006
2680
0.01
5.09
0.006
2690
0.01
5.11
0.006
2700
0.01
5.13
0.005
2710
0.01
5.15
0.005
2720
0.01
printed: 5/13/20141055 AM Page 7 of 20

5.17
0.005
2730
0.01
5.19
0.005
2740
0.01
5.21
0.005
2750
0.01
5.23
0.005
2760
0.01
5.25
0.005
2770
0.01
5.27
0.005
2780
0.01
5.28
0.005
2790
0.01
5.30
0.004
2800
0.01
5.32
0.004
2810
0.01
5.34
0.004
2820
0.01
5.36
0.004
2830
0.01
5.38
0.004
2840
0.01
5.40
0.004
2850
0.01
5.42
0.004
2860
0.01
5.44
0.004
2870
0.01
5.45
0.004
2880
0.01
5.47
0.004
2890
0.01
5.49
0.003
2900
0.01
5.51
0.003
2910
0.01
5.53
0.003
2920
0.01
5.55
0.003
2930
0.01
5.57
0.003
2940
0.01
5.59
0.003
2950
0.01
5.61
0.003
2960
0.01
5.63
0.003
2970
0.01
5.64
0.003
2980
0.01
5.66
0.003
2990
0.00
5.68
0.003
3000
0.00
5.70
0.003
3010
0.00
5.72
0.003
3020
0.00
5.74
0.002
3030
0.00
5.76
0.002
3040
0.00
5.78
0.002
3050
0.00
5.80
0.002
3060
0.00
5.81
0.002
3070
0.00
5.83
0.002
3080
0.00
5.85
0.002
3090
0.00
5.87
0.002
3100
0.00
5.89
0.002
3110
0.00
5.91
0.002
3120
0.00
5.93
0.002
3130
0.00
5.95
0.002
3140
0.00
5.97
0.002
3150
0.00
5.99
0.002
3160
0.00
6.00
0.002
3170
0.00
6.02
0.002
3180
0.00
6.04
0.002
3190
0.00
6.06
0.002
3200
0.00
6.08
0.002
3210
0.00
6.10
0.002
3220
0.00
6.12
0.002
3230
0.00
6.14
0.001
3240
0.00
6.16
0.001
3250
0.00
6.17
0.001
3260
0.00
6.19
0.001
3270
0.00
6.21
0.001
3280
0.00
6.23
0.001
3290
0.00
6.25
0.001
3300
0.00
6.27
0.001
3310
0.00
6.29
0.001
3320
0.00
6.31
0.001
3330
0.00
6.33
0.001
3340
0.00
6.35
0.001
3350
0.00
6.36
0.001
3360
0.00
6.38
0.001
3370
0.00
6.40
0.001
3380
0.00
printed: 5/13/20141055 AM Page 8 of 20

6.42
0.001
3390
0.00
6.44
0.001
3400
0.00
6.46
0.001
3410
0.00
6.48
0.001
3420
0.00
6.50
0.001
3430
0.00
6.52
0.001
3440
0.00
6.53
0.001
3450
0.00
6.55
0.001
3460
0.00
6.57
0.001
3470
0.00
6.59
0.001
3480
0.00
6.61
0.001
3490
0.00
6.63
0.001
3500
0.00
6.65
0.001
3510
0.00
6.67
0.001
3520
0.00
6.69
0.001
3530
0.00
6.70
0.001
3540
0.00
6.72
0.001
3550
0.00
6.74
0.001
3560
0.00
6.76
0.001
3570
0.00
6.78
0.001
3580
0.00
6.80
0.001
3590
0.00
6.82
0.001
3600
0.00
6.84
0.001
3610
0.00
6.86
0.001
3620
0.00
6.88
0.001
3630
0.00
6.89
0.001
3640
0.00
6.91
0.001
3650
0.00
6.93
0.001
3660
0.00
6.95
0.001
3670
0.00
6.97
0.001
3680
0.00
6.99
0.000
3690
0.00
7.01
0.000
3700
0.00
7.03
0.000
3710
0.00
7.05
0.000
3720
0.00
7.06
0.000
3730
0.00
7.08
0.000
3740
0.00
7.10
0.000
3750
0.00
7.12
0.000
3760
0.00
7.14
0.000
3770
0.00
7.16
0.000
3780
0.00
7.18
0.000
3790
0.00
7.20
0.000
3800
0.00
7.22
0.000
3810
0.00
7.24
0.000
3820
0.00
7.25
0.000
3830
0.00
7.27
0.000
3840
0.00
7.29
0.000
3850
0.00
7.31
0.000
3860
0.00
7.33
0.000
3870
0.00
7.35
0.000
3880
0.00
7.37
0.000
3890
0.00
7.39
0.000
3900
0.00
7.41
0.000
3910
0.00
7.42
0.000
3920
0.00
7.44
0.000
3930
0.00
7.46
0.000
3940
0.00
7.48
0.000
3950
0.00
7.50
0.000
3960
0.00
7.52
0.000
3970
0.00
7.54
0.000
3980
0.00
7.56
0.000
3990
0.00
7.58
0.000
4000
0.00
7.60
0.000
4010
0.00
7.61
0.000
4020
0.00
7.63
0.000
4030
0.00
7.65
0.000
4040
0.00
printed: 5/13/20141055 AM Page 9 of 20

7.67
0.000
4050
0.00
7.69
0.000
4060
0.00
7.71
0.000
4070
0.00
7.73
0.000
4080
0.00
7.75
0.000
4090
0.00
7.77
0.000
4100
0.00
7.78
0.000
4110
0.00
7.80
0.000
4120
0.00
7.82
0.000
4130
0.00
7.84
0.000
4140
0.00
7.86
0.000
4150
0.00
7.88
0.000
4160
0.00
7.90
0.000
4170
0.00
7.92
0.000
4180
0.00
7.94
0.000
4190
0.00
7.95
0.000
4200
0.00
7.97
0.000
4210
0.00
7.99
0.000
4220
0.00
8.01
0.000
4230
0.00
8.03
0.000
4240
0.00
8.05
0.000
4250
0.00
8.07
0.000
4260
0.00
8.09
0.000
4270
0.00
8.11
0.000
4280
0.00
8.13
0.000
4290
0.00
8.14
0.000
4300
0.00
8.16
0.000
4310
0.00
8.18
0.000
4320
0.00
8.20
0.000
4330
0.00
8.22
0.000
4340
0.00
8.24
0.000
4350
0.00
8.26
0.000
4360
0.00
8.28
0.000
4370
0.00
8.30
0.000
4380
0.00
8.31
0.000
4390
0.00
8.33
0.000
4400
0.00
8.35
0.000
4410
0.00
8.37
0.000
4420
0.00
8.39
0.000
4430
0.00
8.41
0.000
4440
0.00
8.43
0.000
4450
0.00
8.45
0.000
4460
0.00
8.47
0.000
4470
0.00
8.49
0.000
4480
0.00
8.50
0.000
4490
0.00
8.52
0.000
4500
0.00
8.54
0.000
4510
0.00
8.56
0.000
4520
0.00
8.58
0.000
4530
0.00
8.60
0.000
4540
0.00
8.62
0.000
4550
0.00
8.64
0.000
4560
0.00
8.66
0.000
4570
0.00
8.67
0.000
4580
0.00
8.69
0.000
4590
0.00
8.71
0.000
4600
0.00
8.73
0.000
4610
0.00
8.75
0.000
4620
0.00
8.77
0.000
4630
0.00
8.79
0.000
4640
0.00
8.81
0.000
4650
0.00
8.83
0.000
4660
0.00
8.85
0.000
4670
0.00
8.86
0.000
4680
0.00
8.88
0.000
4690
0.00
8.90
0.000
4700
0.00
printed: 5/13/20141055 AM Page 10 of 20

8.92
0.000
4710
0.00
8.94
0.000
4720
0.00
8.96
0.000
4730
0.00
8.98
0.000
4740
0.00
9.00
0.000
4750
0.00
9.02
0.000
4760
0.00
9.03
0.000
4770
0.00
9.05
0.000
4780
0.00
9.07
0.000
4790
0.00
9.09
0.000
4800
0.00
9.11
0.000
4810
0.00
9.13
0.000
4820
0.00
9.15
0.000
4830
0.00
9.17
0.000
4840
0.00
9.19
0.000
4850
0.00
9.21
0.000
4860
0.00
9.22
0.000
4870
0.00
9.24
0.000
4880
0.00
9.26
0.000
4890
0.00
9.28
0.000
4900
0.00
9.30
0.000
4910
0.00
9.32
0.000
4920
0.00
9.34
0.000
4930
0.00
9.36
0.000
4940
0.00
9.38
0.000
4950
0.00
9.39
0.000
4960
0.00
9.41
0.000
4970
0.00
9.43
0.000
4980
0.00
9.45
0.000
4990
0.00
9.47
0.000
5000
0.00
9.49
0.000
5010
0.00
9.51
0.000
5020
0.00
9.53
0.000
5030
0.00
9.55
0.000
5040
0.00
9.56
0.000
5050
0.00
9.58
0.000
5060
0.00
9.60
0.000
5070
0.00
9.62
0.000
5080
0.00
9.64
0.000
5090
0.00
9.66
0.000
5100
0.00
9.68
0.000
5110
0.00
9.70
0.000
5120
0.00
9.72
0.000
5130
0.00
9.74
0.000
5140
0.00
9.75
0.000
5150
0.00
9.77
0.000
5160
0.00
9.79
0.000
5170
0.00
9.81
0.000
5180
0.00
9.83
0.000
5190
0.00
9.85
0.000
5200
0.00
9.87
0.000
5210
0.00
9.89
0.000
5220
0.00
9.91
0.000
5230
0.00
9.92
0.000
5240
0.00
9.94
0.000
5250
0.00
9.96
0.000
5260
0.00
9.98
0.000
5270
0.00
10.00
0.000
5280
0.00
10.02
0.000
5290
0.00
printed: 5/13/20141055 AM Page 11 of 20

printed: 5/13/20141055 AM Page 12 of 20
WEIR
ORIFICE
1st
2nd
EMERGENCY
TOTAL
TIME
INFLOW
STORAGE
STAGE
RISER
RISER
ORIFICE
ORIFICE
SPILLWAY
OUTFLOW
min
cfs
cif
iut
cfs )
(cfs)
(cfs)
(cfs)
(cfs)
(cfs
0.00
0.00
0
0.10
0.0
0.00
0.00
0.00
0.0
0.00
10.00
0.00
0
0.10
0.0
0.00
0.00
0.00
0.0
0.00
20.00
0.01
1
0.10
0.0
0.00
0.00
0.00
0.0
0.00
30.00
0.01
5
0.10
0.0
0.00
0.00
0.00
0.0
0.00
40.00
0.03
13
0.10
0.0
0.00
0.00
0.00
0.0
0.00
50.00
0.04
29
0.10
0.0
0.00
0.00
0.00
0.0
0.00
60.00
0.06
52
0.10
0.0
0.00
0.00
0.00
0.0
0.00
70.00
0.08
86
0.10
0.0
0.00
0.00
0.00
0.0
0.00
80.00
0.10
132
0.10
0.0
0.00
0.00
0.00
0.0
0.00
90.00
0.13
192
0.10
0.0
0.00
0.00
0.00
0.0
0.00
100.00
0.15
268
0.10
0.0
0.00
0.00
0.00
0.0
0.00
110.00
0.19
361
0.10
0.0
0.00
0.00
0.00
0.0
0.00
120.00
0.22
472
0.10
0.0
0.00
0.00
0.00
0.0
0.00
130.00
0.26
604
0.10
0.0
0.00
0.00
0.00
0.0
0.00
140.00
0.29
757
0.10
0.0
0.00
0.00
0.00
0.0
0.00
150.00
0.33
934
0.10
0.0
0.00
0.00
0.00
0.0
0.00
160.00
0.38
1135
0.10
0.0
0.00
0.00
0.00
0.0
0.00
170.00
0.42
1362
0.11
0.0
0.00
0.00
0.00
0.0
0.00
180.00
0.47
1614
0.13
0.0
0.00
0.00
0.00
0.0
0.00
190.00
0.52
1893
0.15
0.0
0.00
0.01
0.00
0.0
0.01
200.00
0.56
2198
0.17
0.0
0.00
0.01
0.00
0.0
0.01
210.00
0.62
2530
0.19
0.0
0.00
0.02
0.00
0.0
0.02
220.00
0.67
2888
0.21
0.0
0.00
0.03
0.00
0.0
0.03
230.00
0.72
3273
0.23
0.0
0.00
0.03
0.00
0.0
0.03
240.00
0.77
3683
0.25
0.0
0.00
0.04
0.00
0.0
0.04
250.00
0.82
4120
0.28
0.0
0.00
0.05
0.00
0.0
0.05
260.00
0.88
4583
0.30
0.0
0.00
0.07
0.00
0.0
0.07
270.00
0.93
5070
0.33
0.0
0.00
0.08
0.00
0.0
0.08
280.00
0.98
5582
0.35
0.0
0.00
0.09
0.00
0.0
0.09
290.00
1.04
6117
0.38
0.0
0.00
0.11
0.00
0.0
0.11
300.00
1.09
6676
0.41
0.0
0.00
0.12
0.00
0.0
0.12
310.00
1.14
7261
0.44
0.0
0.00
0.12
0.00
0.0
0.12
320.00
1.19
7871
0.47
0.0
0.00
0.13
0.00
0.0
0.13
330.00
1.24
8507
0.50
0.0
0.00
0.14
0.00
0.0
0.14
340.00
1.29
9168
0.53
0.0
0.00
0.15
0.00
0.0
0.15
350.00
1.34
9853
0.56
0.0
0.00
0.16
0.00
0.0
0.16
360.00
1.39
10562
0.59
0.0
0.00
0.17
0.00
0.0
0.17
370.00
1.43
11293
0.63
0.0
0.00
0.17
0.00
0.0
0.17
380.00
1.47
12047
0.66
0.0
0.00
0.18
0.00
0.0
0.18
390.00
1.51
12821
0.70
0.0
0.00
0.19
0.00
0.0
0.19
400.00
1.55
13616
0.73
0.0
0.00
0.19
0.00
0.0
0.19
410.00
1.59
14429
0.77
0.0
0.00
0.20
0.00
0.0
0.20
420.00
1.62
15259
0.80
0.0
0.00
0.21
0.00
0.0
0.21
430.00
1.65
16105
0.84
0.0
0.00
0.21
0.00
0.0
0.21
440.00
1.68
16966
0.87
0.0
0.00
0.22
0.00
0.0
0.22
450.00
1.70
17840
0.91
0.0
0.00
0.23
0.00
0.0
0.23
460.00
1.73
18725
0.95
0.0
0.00
0.23
0.00
0.0
0.23
470.00
1.75
19620
0.98
0.0
0.00
0.24
0.00
0.0
0.24
480.00
1.76
20524
1.02
0.0
0.00
0.25
0.00
0.0
0.25
490.00
1.78
21434
1.06
0.0
0.00
0.25
0.00
0.0
0.25
500.00
1.79
22348
1.09
0.0
0.00
0.26
0.00
0.0
0.26
510.00
1.79
23266
1.13
0.0
0.00
0.26
0.00
0.0
0.26
520.00
1.80
24184
1.17
0.0
0.00
0.27
0.00
0.0
0.27
530.00
1.80
25102
1.20
0.0
0.00
0.27
0.00
0.0
0.27
540.00
1.80
26018
1.24
0.0
0.00
0.28
0.00
0.0
0.28
550.00
1.79
26929
1.27
0.0
0.00
0.28
0.00
0.0
0.28
560.00
1.78
27834
1.31
0.0
0.00
0.29
0.00
0.0
0.29
570.00
1.77
28731
1.34
0.0
0.00
0.29
0.00
0.0
0.29
580.00
1.76
29618
1.38
0.0
0.00
0.30
0.00
0.0
0.30
590.00
1.74
30494
1.41
0.0
0.00
0.30
0.00
0.0
0.30
600.00
1.72
31357
1.44
0.0
0.00
0.30
0.00
0.0
0.30
printed: 5/13/20141055 AM Page 12 of 20

610.00
1.69
32205
1.47
0.0
0.00
0.31
0.00
0.0
0.31
620.00
1.67
33036
1.50
0.0
0.00
0.31
0.00
0.0
0.31
630.00
1.64
33849
1.53
0.0
0.00
0.32
0.00
0.0
0.32
640.00
1.61
34642
1.56
0.0
0.00
0.32
0.00
0.0
0.32
650.00
1.57
35414
1.59
0.0
0.00
0.32
0.00
0.0
0.32
660.00
1.54
36163
1.62
0.0
0.00
0.33
0.00
0.0
0.33
670.00
1.50
36890
1.64
0.0
0.00
0.33
0.00
0.0
0.33
680.00
1.46
37592
1.67
0.0
0.00
0.33
0.00
0.0
0.33
690.00
1.43
38271
1.69
0.0
0.00
0.33
0.00
0.0
0.33
700.00
1.39
38927
1.72
0.0
0.00
0.34
0.00
0.0
0.34
710.00
1.36
39560
1.74
0.0
0.00
0.34
0.00
0.0
0.34
720.00
1.33
40171
1.76
0.0
0.00
0.34
0.00
0.0
0.34
730.00
1.29
40761
1.78
0.0
0.00
0.34
0.00
0.0
0.34
740.00
1.26
41330
1.80
0.0
0.00
0.35
0.00
0.0
0.35
750.00
1.23
41879
1.82
0.0
0.00
0.35
0.00
0.0
0.35
760.00
1.20
42409
1.84
0.0
0.00
0.35
0.00
0.0
0.35
770.00
1.17
42919
1.86
0.0
0.00
0.35
0.00
0.0
0.35
780.00
1.14
43410
1.88
0.0
0.00
0.35
0.00
0.0
0.35
790.00
1.12
43884
1.89
0.0
0.00
0.36
0.00
0.0
0.36
800.00
1.09
44339
1.91
0.0
0.00
0.36
0.00
0.0
0.36
810.00
1.06
44777
1.92
0.0
0.00
0.36
0.00
0.0
0.36
820.00
1.04
45198
1.94
0.0
0.00
0.36
0.00
0.0
0.36
830.00
1.01
45603
1.95
0.0
0.00
0.36
0.00
0.0
0.36
840.00
0.99
45992
1.97
0.0
0.00
0.36
0.00
0.0
0.36
850.00
0.96
46365
1.98
0.0
0.00
0.37
0.00
0.0
0.37
860.00
0.94
46723
1.99
0.0
0.00
0.37
0.00
0.0
0.37
870.00
0.92
47066
2.00
0.0
0.00
0.37
0.00
0.0
0.37
880.00
0.89
47395
2.02
0.0
0.00
0.37
0.00
0.0
0.37
890.00
0.87
47710
2.03
0.0
0.00
0.37
0.00
0.0
0.37
900.00
0.85
48011
2.04
0.0
0.00
0.37
0.00
0.0
0.37
910.00
0.83
48298
2.05
0.0
0.00
0.37
0.00
0.0
0.37
920.00
0.81
48573
2.06
0.0
0.00
0.37
0.00
0.0
0.37
930.00
0.79
48835
2.07
0.0
0.00
0.37
0.00
0.0
0.37
940.00
0.77
49084
2.07
0.0
0.00
0.38
0.00
0.0
0.38
950.00
0.75
49321
2.08
0.0
0.00
0.38
0.00
0.0
0.38
960.00
0.73
49547
2.09
0.0
0.00
0.38
0.00
0.0
0.38
970.00
0.72
49761
2.10
0.0
0.00
0.38
0.00
0.0
0.38
980.00
0.70
49964
2.10
0.0
0.00
0.38
0.00
0.0
0.38
990.00
0.68
50156
2.11
0.0
0.00
0.38
0.00
0.0
0.38
1000.00
0.67
50338
2.12
0.0
0.00
0.38
0.00
0.0
0.38
1010.00
0.65
50509
2.12
0.0
0.00
0.38
0.00
0.0
0.38
1020.00
0.63
50670
2.13
0.0
0.00
0.38
0.00
0.0
0.38
1030.00
0.62
50822
2.13
0.0
0.00
0.38
0.00
0.0
0.38
1040.00
0.60
50963
2.14
0.0
0.00
0.38
0.00
0.0
0.38
1050.00
0.59
51096
2.14
0.0
0.00
0.38
0.00
0.0
0.38
1060.00
0.57
51219
2.15
0.0
0.00
0.38
0.00
0.0
0.38
1070.00
0.56
51334
2.15
0.0
0.00
0.38
0.00
0.0
0.38
1080.00
0.55
51440
2.15
0.0
0.00
0.38
0.00
0.0
0.38
1090.00
0.53
51538
2.16
0.0
0.00
0.38
0.00
0.0
0.38
1100.00
0.52
51627
2.16
0.0
0.00
0.38
0.00
0.0
0.38
1110.00
0.51
51708
2.16
0.0
0.00
0.38
0.00
0.0
0.38
1120.00
0.50
51782
2.17
0.0
0.00
0.38
0.00
0.0
0.38
1130.00
0.48
51848
2.17
0.0
0.00
0.39
0.00
0.0
0.39
1140.00
0.47
51907
2.17
0.0
0.00
0.39
0.00
0.0
0.39
1150.00
0.46
51959
2.17
0.0
0.00
0.39
0.00
0.0
0.39
1160.00
0.45
52003
2.17
0.0
0.00
0.39
0.00
0.0
0.39
1170.00
0.44
52041
2.17
0.0
0.00
0.39
0.00
0.0
0.39
1180.00
0.43
52072
2.18
0.0
0.00
0.39
0.00
0.0
0.39
1190.00
0.42
52097
2.18
0.0
0.00
0.39
0.00
0.0
0.39
1200.00
0.41
52116
2.18
0.0
0.00
0.39
0.00
0.0
0.39
1210.00
0.40
52128
2.18
0.0
0.00
0.39
0.00
0.0
0.39
1220.00
0.39
52134
2.18
0.0
0.00
0.39
0.00
0.0
0.39
1230.00
0.38
52135
2.18
0.0
0.00
0.39
0.00
0.0
0.39
1240.00
0.37
52130
2.18
0.0
0.00
0.39
0.00
0.0
0.39
1250.00
0.36
52119
2.18
0.0
0.00
0.39
0.00
0.0
0.39
1260.00
0.35
52103
2.18
0.0
0.00
0.39
0.00
0.0
0.39
printed: 5/13/20141055 AM Page 13 of 20

1270.00
0.34
52082
2.18
0.0
0.00
0.39
0.00
0.0
0.39
1280.00
0.33
52056
2.18
0.0
0.00
0.39
0.00
0.0
0.39
1290.00
0.33
52025
2.17
0.0
0.00
0.39
0.00
0.0
0.39
1300.00
0.32
51989
2.17
0.0
0.00
0.39
0.00
0.0
0.39
1310.00
0.31
51948
2.17
0.0
0.00
0.39
0.00
0.0
0.39
1320.00
0.30
51903
2.17
0.0
0.00
0.39
0.00
0.0
0.39
1330.00
0.30
51854
2.17
0.0
0.00
0.39
0.00
0.0
0.39
1340.00
0.29
51800
2.17
0.0
0.00
0.38
0.00
0.0
0.38
1350.00
0.28
51742
2.16
0.0
0.00
0.38
0.00
0.0
0.38
1360.00
0.27
51679
2.16
0.0
0.00
0.38
0.00
0.0
0.38
1370.00
0.27
51613
2.16
0.0
0.00
0.38
0.00
0.0
0.38
1380.00
0.26
51543
2.16
0.0
0.00
0.38
0.00
0.0
0.38
1390.00
0.25
51469
2.16
0.0
0.00
0.38
0.00
0.0
0.38
1400.00
0.25
51392
2.15
0.0
0.00
0.38
0.00
0.0
0.38
1410.00
0.24
51311
2.15
0.0
0.00
0.38
0.00
0.0
0.38
1420.00
0.24
51226
2.15
0.0
0.00
0.38
0.00
0.0
0.38
1430.00
0.23
51138
2.14
0.0
0.00
0.38
0.00
0.0
0.38
1440.00
0.23
51047
2.14
0.0
0.00
0.38
0.00
0.0
0.38
1450.00
0.22
50953
2.14
0.0
0.00
0.38
0.00
0.0
0.38
1460.00
0.21
50856
2.13
0.0
0.00
0.38
0.00
0.0
0.38
1470.00
0.21
50755
2.13
0.0
0.00
0.38
0.00
0.0
0.38
1480.00
0.20
50652
2.13
0.0
0.00
0.38
0.00
0.0
0.38
1490.00
0.20
50546
2.12
0.0
0.00
0.38
0.00
0.0
0.38
1500.00
0.19
50437
2.12
0.0
0.00
0.38
0.00
0.0
0.38
1510.00
0.19
50325
2.12
0.0
0.00
0.38
0.00
0.0
0.38
1520.00
0.18
50211
2.11
0.0
0.00
0.38
0.00
0.0
0.38
1530.00
0.18
50094
2.11
0.0
0.00
0.38
0.00
0.0
0.38
1540.00
0.18
49975
2.10
0.0
0.00
0.38
0.00
0.0
0.38
1550.00
0.17
49854
2.10
0.0
0.00
0.38
0.00
0.0
0.38
1560.00
0.17
49730
2.10
0.0
0.00
0.38
0.00
0.0
0.38
1570.00
0.16
49604
2.09
0.0
0.00
0.38
0.00
0.0
0.38
1580.00
0.16
49475
2.09
0.0
0.00
0.38
0.00
0.0
0.38
1590.00
0.16
49345
2.08
0.0
0.00
0.38
0.00
0.0
0.38
1600.00
0.15
49212
2.08
0.0
0.00
0.38
0.00
0.0
0.38
1610.00
0.15
49078
2.07
0.0
0.00
0.38
0.00
0.0
0.38
1620.00
0.14
48941
2.07
0.0
0.00
0.38
0.00
0.0
0.38
1630.00
0.14
48803
2.06
0.0
0.00
0.37
0.00
0.0
0.37
1640.00
0.14
48663
2.06
0.0
0.00
0.37
0.00
0.0
0.37
1650.00
0.13
48521
2.05
0.0
0.00
0.37
0.00
0.0
0.37
1660.00
0.13
48378
2.05
0.0
0.00
0.37
0.00
0.0
0.37
1670.00
0.13
48232
2.04
0.0
0.00
0.37
0.00
0.0
0.37
1680.00
0.12
48086
2.04
0.0
0.00
0.37
0.00
0.0
0.37
1690.00
0.12
47937
2.03
0.0
0.00
0.37
0.00
0.0
0.37
1700.00
0.12
47787
2.03
0.0
0.00
0.37
0.00
0.0
0.37
1710.00
0.12
47636
2.02
0.0
0.00
0.37
0.00
0.0
0.37
1720.00
0.11
47483
2.02
0.0
0.00
0.37
0.00
0.0
0.37
1730.00
0.11
47329
2.01
0.0
0.00
0.37
0.00
0.0
0.37
1740.00
0.11
47174
2.01
0.0
0.00
0.37
0.00
0.0
0.37
1750.00
0.10
47017
2.00
0.0
0.00
0.37
0.00
0.0
0.37
1760.00
0.10
46859
2.00
0.0
0.00
0.37
0.00
0.0
0.37
1770.00
0.10
46700
1.99
0.0
0.00
0.37
0.00
0.0
0.37
1780.00
0.10
46540
1.99
0.0
0.00
0.37
0.00
0.0
0.37
1790.00
0.10
46378
1.98
0.0
0.00
0.37
0.00
0.0
0.37
1800.00
0.09
46216
1.97
0.0
0.00
0.37
0.00
0.0
0.37
1810.00
0.09
46052
1.97
0.0
0.00
0.36
0.00
0.0
0.36
1820.00
0.09
45888
1.96
0.0
0.00
0.36
0.00
0.0
0.36
1830.00
0.09
45723
1.96
0.0
0.00
0.36
0.00
0.0
0.36
1840.00
0.08
45556
1.95
0.0
0.00
0.36
0.00
0.0
0.36
1850.00
0.08
45389
1.95
0.0
0.00
0.36
0.00
0.0
0.36
1860.00
0.08
45221
1.94
0.0
0.00
0.36
0.00
0.0
0.36
1870.00
0.08
45052
1.93
0.0
0.00
0.36
0.00
0.0
0.36
1880.00
0.08
44882
1.93
0.0
0.00
0.36
0.00
0.0
0.36
1890.00
0.07
44712
1.92
0.0
0.00
0.36
0.00
0.0
0.36
1900.00
0.07
44541
1.92
0.0
0.00
0.36
0.00
0.0
0.36
1910.00
0.07
44369
1.91
0.0
0.00
0.36
0.00
0.0
0.36
1920.00
0.07
44196
1.90
0.0
0.00
0.36
0.00
0.0
0.36
printed: 5/13/20141055 AM Page 14 of 20

1930.00
0.07
44023
1.90
0.0
0.00
0.36
0.00
0.0
0.36
1940.00
0.07
43849
1.89
0.0
0.00
0.36
0.00
0.0
0.36
1950.00
0.06
43675
1.89
0.0
0.00
0.36
0.00
0.0
0.36
1960.00
0.06
43500
1.88
0.0
0.00
0.36
0.00
0.0
0.36
1970.00
0.06
43324
1.87
0.0
0.00
0.35
0.00
0.0
0.35
1980.00
0.06
43148
1.87
0.0
0.00
0.35
0.00
0.0
0.35
1990.00
0.06
42971
1.86
0.0
0.00
0.35
0.00
0.0
0.35
2000.00
0.06
42794
1.85
0.0
0.00
0.35
0.00
0.0
0.35
2010.00
0.06
42617
1.85
0.0
0.00
0.35
0.00
0.0
0.35
2020.00
0.05
42439
1.84
0.0
0.00
0.35
0.00
0.0
0.35
2030.00
0.05
42261
1.84
0.0
0.00
0.35
0.00
0.0
0.35
2040.00
0.05
42082
1.83
0.0
0.00
0.35
0.00
0.0
0.35
2050.00
0.05
41903
1.82
0.0
0.00
0.35
0.00
0.0
0.35
2060.00
0.05
41724
1.82
0.0
0.00
0.35
0.00
0.0
0.35
2070.00
0.05
41544
1.81
0.0
0.00
0.35
0.00
0.0
0.35
2080.00
0.05
41364
1.80
0.0
0.00
0.35
0.00
0.0
0.35
2090.00
0.05
41184
1.80
0.0
0.00
0.35
0.00
0.0
0.35
2100.00
0.04
41004
1.79
0.0
0.00
0.35
0.00
0.0
0.35
2110.00
0.04
40823
1.79
0.0
0.00
0.34
0.00
0.0
0.34
2120.00
0.04
40642
1.78
0.0
0.00
0.34
0.00
0.0
0.34
2130.00
0.04
40461
1.77
0.0
0.00
0.34
0.00
0.0
0.34
2140.00
0.04
40280
1.77
0.0
0.00
0.34
0.00
0.0
0.34
2150.00
0.04
40098
1.76
0.0
0.00
0.34
0.00
0.0
0.34
2160.00
0.04
39917
1.75
0.0
0.00
0.34
0.00
0.0
0.34
2170.00
0.04
39735
1.75
0.0
0.00
0.34
0.00
0.0
0.34
2180.00
0.04
39553
1.74
0.0
0.00
0.34
0.00
0.0
0.34
2190.00
0.04
39371
1.73
0.0
0.00
0.34
0.00
0.0
0.34
2200.00
0.03
39189
1.73
0.0
0.00
0.34
0.00
0.0
0.34
2210.00
0.03
39007
1.72
0.0
0.00
0.34
0.00
0.0
0.34
2220.00
0.03
38825
1.71
0.0
0.00
0.34
0.00
0.0
0.34
2230.00
0.03
38642
1.71
0.0
0.00
0.34
0.00
0.0
0.34
2240.00
0.03
38460
1.70
0.0
0.00
0.34
0.00
0.0
0.34
2250.00
0.03
38278
1.69
0.0
0.00
0.33
0.00
0.0
0.33
2260.00
0.03
38095
1.69
0.0
0.00
0.33
0.00
0.0
0.33
2270.00
0.03
37913
1.68
0.0
0.00
0.33
0.00
0.0
0.33
2280.00
0.03
37731
1.67
0.0
0.00
0.33
0.00
0.0
0.33
2290.00
0.03
37549
1.67
0.0
0.00
0.33
0.00
0.0
0.33
2300.00
0.03
37366
1.66
0.0
0.00
0.33
0.00
0.0
0.33
2310.00
0.03
37184
1.65
0.0
0.00
0.33
0.00
0.0
0.33
2320.00
0.03
37002
1.65
0.0
0.00
0.33
0.00
0.0
0.33
2330.00
0.03
36820
1.64
0.0
0.00
0.33
0.00
0.0
0.33
2340.00
0.02
36638
1.63
0.0
0.00
0.33
0.00
0.0
0.33
2350.00
0.02
36456
1.63
0.0
0.00
0.33
0.00
0.0
0.33
2360.00
0.02
36275
1.62
0.0
0.00
0.33
0.00
0.0
0.33
2370.00
0.02
36093
1.61
0.0
0.00
0.33
0.00
0.0
0.33
2380.00
0.02
35911
1.61
0.0
0.00
0.32
0.00
0.0
0.32
2390.00
0.02
35730
1.60
0.0
0.00
0.32
0.00
0.0
0.32
2400.00
0.02
35549
1.60
0.0
0.00
0.32
0.00
0.0
0.32
2410.00
0.02
35368
1.59
0.0
0.00
0.32
0.00
0.0
0.32
2420.00
0.02
35187
1.58
0.0
0.00
0.32
0.00
0.0
0.32
2430.00
0.02
35006
1.58
0.0
0.00
0.32
0.00
0.0
0.32
2440.00
0.02
34826
1.57
0.0
0.00
0.32
0.00
0.0
0.32
2450.00
0.02
34645
1.56
0.0
0.00
0.32
0.00
0.0
0.32
2460.00
0.02
34465
1.56
0.0
0.00
0.32
0.00
0.0
0.32
2470.00
0.02
34285
1.55
0.0
0.00
0.32
0.00
0.0
0.32
2480.00
0.02
34105
1.54
0.0
0.00
0.32
0.00
0.0
0.32
2490.00
0.02
33926
1.54
0.0
0.00
0.32
0.00
0.0
0.32
2500.00
0.02
33747
1.53
0.0
0.00
0.31
0.00
0.0
0.31
2510.00
0.02
33568
1.52
0.0
0.00
0.31
0.00
0.0
0.31
2520.00
0.02
33389
1.52
0.0
0.00
0.31
0.00
0.0
0.31
2530.00
0.02
33210
1.51
0.0
0.00
0.31
0.00
0.0
0.31
2540.00
0.02
33032
1.50
0.0
0.00
0.31
0.00
0.0
0.31
2550.00
0.01
32854
1.50
0.0
0.00
0.31
0.00
0.0
0.31
2560.00
0.01
32676
1.49
0.0
0.00
0.31
0.00
0.0
0.31
2570.00
0.01
32498
1.48
0.0
0.00
0.31
0.00
0.0
0.31
2580.00
0.01
32321
1.48
0.0
0.00
0.31
0.00
0.0
0.31
printed: 5/13/20141055 AM Page 15 of 20

2590.00
0.01
32144
1.47
0.0
0.00
0.31
0.00
0.0
0.31
2600.00
0.01
31968
1.46
0.0
0.00
0.31
0.00
0.0
0.31
2610.00
0.01
31791
1.46
0.0
0.00
0.31
0.00
0.0
0.31
2620.00
0.01
31615
1.45
0.0
0.00
0.31
0.00
0.0
0.31
2630.00
0.01
31440
1.44
0.0
0.00
0.30
0.00
0.0
0.30
2640.00
0.01
31264
1.44
0.0
0.00
0.30
0.00
0.0
0.30
2650.00
0.01
31089
1.43
0.0
0.00
0.30
0.00
0.0
0.30
2660.00
0.01
30914
1.42
0.0
0.00
0.30
0.00
0.0
0.30
2670.00
0.01
30740
1.42
0.0
0.00
0.30
0.00
0.0
0.30
2680.00
0.01
30566
1.41
0.0
0.00
0.30
0.00
0.0
0.30
2690.00
0.01
30392
1.40
0.0
0.00
0.30
0.00
0.0
0.30
2700.00
0.01
30218
1.40
0.0
0.00
0.30
0.00
0.0
0.30
2710.00
0.01
30045
1.39
0.0
0.00
0.30
0.00
0.0
0.30
2720.00
0.01
29873
1.38
0.0
0.00
0.30
0.00
0.0
0.30
2730.00
0.01
29700
1.38
0.0
0.00
0.30
0.00
0.0
0.30
2740.00
0.01
29528
1.37
0.0
0.00
0.30
0.00
0.0
0.30
2750.00
0.01
29357
1.37
0.0
0.00
0.29
0.00
0.0
0.29
2760.00
0.01
29185
1.36
0.0
0.00
0.29
0.00
0.0
0.29
2770.00
0.01
29015
1.35
0.0
0.00
0.29
0.00
0.0
0.29
2780.00
0.01
28844
1.35
0.0
0.00
0.29
0.00
0.0
0.29
2790.00
0.01
28674
1.34
0.0
0.00
0.29
0.00
0.0
0.29
2800.00
0.01
28504
1.33
0.0
0.00
0.29
0.00
0.0
0.29
2810.00
0.01
28335
1.33
0.0
0.00
0.29
0.00
0.0
0.29
2820.00
0.01
28166
1.32
0.0
0.00
0.29
0.00
0.0
0.29
2830.00
0.01
27997
1.31
0.0
0.00
0.29
0.00
0.0
0.29
2840.00
0.01
27829
1.31
0.0
0.00
0.29
0.00
0.0
0.29
2850.00
0.01
27662
1.30
0.0
0.00
0.29
0.00
0.0
0.29
2860.00
0.01
27494
1.29
0.0
0.00
0.28
0.00
0.0
0.28
2870.00
0.01
27327
1.29
0.0
0.00
0.28
0.00
0.0
0.28
2880.00
0.01
27161
1.28
0.0
0.00
0.28
0.00
0.0
0.28
2890.00
0.01
26995
1.28
0.0
0.00
0.28
0.00
0.0
0.28
2900.00
0.01
26829
1.27
0.0
0.00
0.28
0.00
0.0
0.28
2910.00
0.01
26664
1.26
0.0
0.00
0.28
0.00
0.0
0.28
2920.00
0.01
26499
1.26
0.0
0.00
0.28
0.00
0.0
0.28
2930.00
0.01
26335
1.25
0.0
0.00
0.28
0.00
0.0
0.28
2940.00
0.01
26171
1.24
0.0
0.00
0.28
0.00
0.0
0.28
2950.00
0.01
26007
1.24
0.0
0.00
0.28
0.00
0.0
0.28
2960.00
0.01
25844
1.23
0.0
0.00
0.28
0.00
0.0
0.28
2970.00
0.01
25682
1.22
0.0
0.00
0.28
0.00
0.0
0.28
2980.00
0.01
25520
1.22
0.0
0.00
0.27
0.00
0.0
0.27
2990.00
0.00
25358
1.21
0.0
0.00
0.27
0.00
0.0
0.27
3000.00
0.00
25197
1.21
0.0
0.00
0.27
0.00
0.0
0.27
3010.00
0.00
25036
1.20
0.0
0.00
0.27
0.00
0.0
0.27
3020.00
0.00
24876
1.19
0.0
0.00
0.27
0.00
0.0
0.27
3030.00
0.00
24716
1.19
0.0
0.00
0.27
0.00
0.0
0.27
3040.00
0.00
24556
1.18
0.0
0.00
0.27
0.00
0.0
0.27
3050.00
0.00
24398
1.17
0.0
0.00
0.27
0.00
0.0
0.27
3060.00
0.00
24239
1.17
0.0
0.00
0.27
0.00
0.0
0.27
3070.00
0.00
24081
1.16
0.0
0.00
0.27
0.00
0.0
0.27
3080.00
0.00
23924
1.16
0.0
0.00
0.27
0.00
0.0
0.27
3090.00
0.00
23767
1.15
0.0
0.00
0.26
0.00
0.0
0.26
3100.00
0.00
23610
1.14
0.0
0.00
0.26
0.00
0.0
0.26
3110.00
0.00
23454
1.14
0.0
0.00
0.26
0.00
0.0
0.26
3120.00
0.00
23298
1.13
0.0
0.00
0.26
0.00
0.0
0.26
3130.00
0.00
23143
1.13
0.0
0.00
0.26
0.00
0.0
0.26
3140.00
0.00
22989
1.12
0.0
0.00
0.26
0.00
0.0
0.26
3150.00
0.00
22834
1.11
0.0
0.00
0.26
0.00
0.0
0.26
3160.00
0.00
22681
1.11
0.0
0.00
0.26
0.00
0.0
0.26
3170.00
0.00
22528
1.10
0.0
0.00
0.26
0.00
0.0
0.26
3180.00
0.00
22375
1.09
0.0
0.00
0.26
0.00
0.0
0.26
3190.00
0.00
22223
1.09
0.0
0.00
0.26
0.00
0.0
0.26
3200.00
0.00
22071
1.08
0.0
0.00
0.25
0.00
0.0
0.25
3210.00
0.00
21920
1.08
0.0
0.00
0.25
0.00
0.0
0.25
3220.00
0.00
21769
1.07
0.0
0.00
0.25
0.00
0.0
0.25
3230.00
0.00
21619
1.06
0.0
0.00
0.25
0.00
0.0
0.25
3240.00
0.00
21469
1.06
0.0
0.00
0.25
0.00
0.0
0.25
printed: 5/13/20141055 AM Page 16 of 20

3250.00
0.00
21320
1.05
0.0
0.00
0.25
0.00
0.0
0.25
3260.00
0.00
21172
1.05
0.0
0.00
0.25
0.00
0.0
0.25
3270.00
0.00
21024
1.04
0.0
0.00
0.25
0.00
0.0
0.25
3280.00
0.00
20876
1.03
0.0
0.00
0.25
0.00
0.0
0.25
3290.00
0.00
20729
1.03
0.0
0.00
0.25
0.00
0.0
0.25
3300.00
0.00
20582
1.02
0.0
0.00
0.25
0.00
0.0
0.25
3310.00
0.00
20436
1.02
0.0
0.00
0.24
0.00
0.0
0.24
3320.00
0.00
20291
1.01
0.0
0.00
0.24
0.00
0.0
0.24
3330.00
0.00
20146
1.01
0.0
0.00
0.24
0.00
0.0
0.24
3340.00
0.00
20001
1.00
0.0
0.00
0.24
0.00
0.0
0.24
3350.00
0.00
19857
0.99
0.0
0.00
0.24
0.00
0.0
0.24
3360.00
0.00
19714
0.99
0.0
0.00
0.24
0.00
0.0
0.24
3370.00
0.00
19571
0.98
0.0
0.00
0.24
0.00
0.0
0.24
3380.00
0.00
19429
0.98
0.0
0.00
0.24
0.00
0.0
0.24
3390.00
0.00
19287
0.97
0.0
0.00
0.24
0.00
0.0
0.24
3400.00
0.00
19145
0.96
0.0
0.00
0.24
0.00
0.0
0.24
3410.00
0.00
19005
0.96
0.0
0.00
0.24
0.00
0.0
0.24
3420.00
0.00
18864
0.95
0.0
0.00
0.23
0.00
0.0
0.23
3430.00
0.00
18725
0.95
0.0
0.00
0.23
0.00
0.0
0.23
3440.00
0.00
18585
0.94
0.0
0.00
0.23
0.00
0.0
0.23
3450.00
0.00
18447
0.94
0.0
0.00
0.23
0.00
0.0
0.23
3460.00
0.00
18309
0.93
0.0
0.00
0.23
0.00
0.0
0.23
3470.00
0.00
18171
0.92
0.0
0.00
0.23
0.00
0.0
0.23
3480.00
0.00
18034
0.92
0.0
0.00
0.23
0.00
0.0
0.23
3490.00
0.00
17898
0.91
0.0
0.00
0.23
0.00
0.0
0.23
3500.00
0.00
17762
0.91
0.0
0.00
0.23
0.00
0.0
0.23
3510.00
0.00
17627
0.90
0.0
0.00
0.23
0.00
0.0
0.23
3520.00
0.00
17492
0.90
0.0
0.00
0.23
0.00
0.0
0.23
3530.00
0.00
17358
0.89
0.0
0.00
0.22
0.00
0.0
0.22
3540.00
0.00
17224
0.88
0.0
0.00
0.22
0.00
0.0
0.22
3550.00
0.00
17091
0.88
0.0
0.00
0.22
0.00
0.0
0.22
3560.00
0.00
16958
0.87
0.0
0.00
0.22
0.00
0.0
0.22
3570.00
0.00
16826
0.87
0.0
0.00
0.22
0.00
0.0
0.22
3580.00
0.00
16695
0.86
0.0
0.00
0.22
0.00
0.0
0.22
3590.00
0.00
16564
0.86
0.0
0.00
0.22
0.00
0.0
0.22
3600.00
0.00
16433
0.85
0.0
0.00
0.22
0.00
0.0
0.22
3610.00
0.00
16304
0.85
0.0
0.00
0.22
0.00
0.0
0.22
3620.00
0.00
16174
0.84
0.0
0.00
0.22
0.00
0.0
0.22
3630.00
0.00
16046
0.84
0.0
0.00
0.21
0.00
0.0
0.21
3640.00
0.00
15918
0.83
0.0
0.00
0.21
0.00
0.0
0.21
3650.00
0.00
15790
0.82
0.0
0.00
0.21
0.00
0.0
0.21
3660.00
0.00
15663
0.82
0.0
0.00
0.21
0.00
0.0
0.21
3670.00
0.00
15537
0.81
0.0
0.00
0.21
0.00
0.0
0.21
3680.00
0.00
15411
0.81
0.0
0.00
0.21
0.00
0.0
0.21
3690.00
0.00
15286
0.80
0.0
0.00
0.21
0.00
0.0
0.21
3700.00
0.00
15161
0.80
0.0
0.00
0.21
0.00
0.0
0.21
3710.00
0.00
15037
0.79
0.0
0.00
0.21
0.00
0.0
0.21
3720.00
0.00
14914
0.79
0.0
0.00
0.21
0.00
0.0
0.21
3730.00
0.00
14791
0.78
0.0
0.00
0.20
0.00
0.0
0.20
3740.00
0.00
14668
0.78
0.0
0.00
0.20
0.00
0.0
0.20
3750.00
0.00
14547
0.77
0.0
0.00
0.20
0.00
0.0
0.20
3760.00
0.00
14426
0.77
0.0
0.00
0.20
0.00
0.0
0.20
3770.00
0.00
14305
0.76
0.0
0.00
0.20
0.00
0.0
0.20
3780.00
0.00
14185
0.76
0.0
0.00
0.20
0.00
0.0
0.20
3790.00
0.00
14066
0.75
0.0
0.00
0.20
0.00
0.0
0.20
3800.00
0.00
13947
0.75
0.0
0.00
0.20
0.00
0.0
0.20
3810.00
0.00
13828
0.74
0.0
0.00
0.20
0.00
0.0
0.20
3820.00
0.00
13711
0.73
0.0
0.00
0.20
0.00
0.0
0.20
3830.00
0.00
13594
0.73
0.0
0.00
0.19
0.00
0.0
0.19
3840.00
0.00
13477
0.72
0.0
0.00
0.19
0.00
0.0
0.19
3850.00
0.00
13361
0.72
0.0
0.00
0.19
0.00
0.0
0.19
3860.00
0.00
13246
0.71
0.0
0.00
0.19
0.00
0.0
0.19
3870.00
0.00
13131
0.71
0.0
0.00
0.19
0.00
0.0
0.19
3880.00
0.00
13017
0.70
0.0
0.00
0.19
0.00
0.0
0.19
3890.00
0.00
12904
0.70
0.0
0.00
0.19
0.00
0.0
0.19
3900.00
0.00
12791
0.69
0.0
0.00
0.19
0.00
0.0
0.19
printed: 5/13/20141055 AM Page 17 of 20

3910.00
0.00
12679
0.69
0.0
0.00
0.19
0.00
0.0
0.19
3920.00
0.00
12567
0.68
0.0
0.00
0.19
0.00
0.0
0.19
3930.00
0.00
12456
0.68
0.0
0.00
0.18
0.00
0.0
0.18
3940.00
0.00
12346
0.67
0.0
0.00
0.18
0.00
0.0
0.18
3950.00
0.00
12236
0.67
0.0
0.00
0.18
0.00
0.0
0.18
3960.00
0.00
12126
0.67
0.0
0.00
0.18
0.00
0.0
0.18
3970.00
0.00
12018
0.66
0.0
0.00
0.18
0.00
0.0
0.18
3980.00
0.00
11910
0.66
0.0
0.00
0.18
0.00
0.0
0.18
3990.00
0.00
11802
0.65
0.0
0.00
0.18
0.00
0.0
0.18
4000.00
0.00
11695
0.65
0.0
0.00
0.18
0.00
0.0
0.18
4010.00
0.00
11589
0.64
0.0
0.00
0.18
0.00
0.0
0.18
4020.00
0.00
11484
0.64
0.0
0.00
0.18
0.00
0.0
0.18
4030.00
0.00
11379
0.63
0.0
0.00
0.17
0.00
0.0
0.17
4040.00
0.00
11274
0.63
0.0
0.00
0.17
0.00
0.0
0.17
4050.00
0.00
11171
0.62
0.0
0.00
0.17
0.00
0.0
0.17
4060.00
0.00
11068
0.62
0.0
0.00
0.17
0.00
0.0
0.17
4070.00
0.00
10965
0.61
0.0
0.00
0.17
0.00
0.0
0.17
4080.00
0.00
10863
0.61
0.0
0.00
0.17
0.00
0.0
0.17
4090.00
0.00
10762
0.60
0.0
0.00
0.17
0.00
0.0
0.17
4100.00
0.00
10661
0.60
0.0
0.00
0.17
0.00
0.0
0.17
4110.00
0.00
10561
0.59
0.0
0.00
0.17
0.00
0.0
0.17
4120.00
0.00
10462
0.59
0.0
0.00
0.16
0.00
0.0
0.16
4130.00
0.00
10363
0.59
0.0
0.00
0.16
0.00
0.0
0.16
4140.00
0.00
10265
0.58
0.0
0.00
0.16
0.00
0.0
0.16
4150.00
0.00
10168
0.58
0.0
0.00
0.16
0.00
0.0
0.16
4160.00
0.00
10071
0.57
0.0
0.00
0.16
0.00
0.0
0.16
4170.00
0.00
9975
0.57
0.0
0.00
0.16
0.00
0.0
0.16
4180.00
0.00
9879
0.56
0.0
0.00
0.16
0.00
0.0
0.16
4190.00
0.00
9784
0.56
0.0
0.00
0.16
0.00
0.0
0.16
4200.00
0.00
9690
0.55
0.0
0.00
0.16
0.00
0.0
0.16
4210.00
0.00
9596
0.55
0.0
0.00
0.16
0.00
0.0
0.16
4220.00
0.00
9503
0.55
0.0
0.00
0.15
0.00
0.0
0.15
4230.00
0.00
9411
0.54
0.0
0.00
0.15
0.00
0.0
0.15
4240.00
0.00
9319
0.54
0.0
0.00
0.15
0.00
0.0
0.15
4250.00
0.00
9228
0.53
0.0
0.00
0.15
0.00
0.0
0.15
4260.00
0.00
9137
0.53
0.0
0.00
0.15
0.00
0.0
0.15
4270.00
0.00
9048
0.52
0.0
0.00
0.15
0.00
0.0
0.15
4280.00
0.00
8959
0.52
0.0
0.00
0.15
0.00
0.0
0.15
4290.00
0.00
8870
0.52
0.0
0.00
0.15
0.00
0.0
0.15
4300.00
0.00
8782
0.51
0.0
0.00
0.15
0.00
0.0
0.15
4310.00
0.00
8695
0.51
0.0
0.00
0.14
0.00
0.0
0.14
4320.00
0.00
8608
0.50
0.0
0.00
0.14
0.00
0.0
0.14
4330.00
0.00
8523
0.50
0.0
0.00
0.14
0.00
0.0
0.14
4340.00
0.00
8437
0.50
0.0
0.00
0.14
0.00
0.0
0.14
4350.00
0.00
8353
0.49
0.0
0.00
0.14
0.00
0.0
0.14
4360.00
0.00
8269
0.49
0.0
0.00
0.14
0.00
0.0
0.14
4370.00
0.00
8186
0.48
0.0
0.00
0.14
0.00
0.0
0.14
4380.00
0.00
8103
0.48
0.0
0.00
0.14
0.00
0.0
0.14
4390.00
0.00
8021
0.48
0.0
0.00
0.14
0.00
0.0
0.14
4400.00
0.00
7940
0.47
0.0
0.00
0.13
0.00
0.0
0.13
4410.00
0.00
7859
0.47
0.0
0.00
0.13
0.00
0.0
0.13
4420.00
0.00
7779
0.46
0.0
0.00
0.13
0.00
0.0
0.13
4430.00
0.00
7700
0.46
0.0
0.00
0.13
0.00
0.0
0.13
4440.00
0.00
7621
0.46
0.0
0.00
0.13
0.00
0.0
0.13
4450.00
0.00
7543
0.45
0.0
0.00
0.13
0.00
0.0
0.13
4460.00
0.00
7466
0.45
0.0
0.00
0.13
0.00
0.0
0.13
4470.00
0.00
7390
0.44
0.0
0.00
0.13
0.00
0.0
0.13
4480.00
0.00
7314
0.44
0.0
0.00
0.13
0.00
0.0
0.13
4490.00
0.00
7238
0.44
0.0
0.00
0.12
0.00
0.0
0.12
4500.00
0.00
7164
0.43
0.0
0.00
0.12
0.00
0.0
0.12
4510.00
0.00
7090
0.43
0.0
0.00
0.12
0.00
0.0
0.12
4520.00
0.00
7017
0.43
0.0
0.00
0.12
0.00
0.0
0.12
4530.00
0.00
6944
0.42
0.0
0.00
0.12
0.00
0.0
0.12
4540.00
0.00
6873
0.42
0.0
0.00
0.12
0.00
0.0
0.12
4550.00
0.00
6801
0.42
0.0
0.00
0.12
0.00
0.0
0.12
4560.00
0.00
6731
0.41
0.0
0.00
0.12
0.00
0.0
0.12
printed: 5/13/20141055 AM Page 18 of 20

4570.00
0.00
6661
0.41
0.0
0.00
0.12
0.00
0.0
0.12
4580.00
0.00
6592
0.41
0.0
0.00
0.11
0.00
0.0
0.11
4590.00
0.00
6524
0.40
0.0
0.00
0.11
0.00
0.0
0.11
4600.00
0.00
6456
0.40
0.0
0.00
0.11
0.00
0.0
0.11
4610.00
0.00
6389
0.39
0.0
0.00
0.11
0.00
0.0
0.11
4620.00
0.00
6323
0.39
0.0
0.00
0.11
0.00
0.0
0.11
4630.00
0.00
6257
0.39
0.0
0.00
0.11
0.00
0.0
0.11
4640.00
0.00
6192
0.38
0.0
0.00
0.11
0.00
0.0
0.11
4650.00
0.00
6128
0.38
0.0
0.00
0.11
0.00
0.0
0.11
4660.00
0.00
6064
0.38
0.0
0.00
0.10
0.00
0.0
0.10
4670.00
0.00
6002
0.38
0.0
0.00
0.10
0.00
0.0
0.10
4680.00
0.00
5940
0.37
0.0
0.00
0.10
0.00
0.0
0.10
4690.00
0.00
5878
0.37
0.0
0.00
0.10
0.00
0.0
0.10
4700.00
0.00
5818
0.37
0.0
0.00
0.10
0.00
0.0
0.10
4710.00
0.00
5758
0.36
0.0
0.00
0.10
0.00
0.0
0.10
4720.00
0.00
5699
0.36
0.0
0.00
0.10
0.00
0.0
0.10
4730.00
0.00
5642
0.36
0.0
0.00
0.09
0.00
0.0
0.09
4740.00
0.00
5585
0.35
0.0
0.00
0.09
0.00
0.0
0.09
4750.00
0.00
5529
0.35
0.0
0.00
0.09
0.00
0.0
0.09
4760.00
0.00
5475
0.35
0.0
0.00
0.09
0.00
0.0
0.09
4770.00
0.00
5421
0.35
0.0
0.00
0.09
0.00
0.0
0.09
4780.00
0.00
5368
0.34
0.0
0.00
0.09
0.00
0.0
0.09
4790.00
0.00
5316
0.34
0.0
0.00
0.09
0.00
0.0
0.09
4800.00
0.00
5265
0.34
0.0
0.00
0.08
0.00
0.0
0.08
4810.00
0.00
5214
0.33
0.0
0.00
0.08
0.00
0.0
0.08
4820.00
0.00
5165
0.33
0.0
0.00
0.08
0.00
0.0
0.08
4830.00
0.00
5116
0.33
0.0
0.00
0.08
0.00
0.0
0.08
4840.00
0.00
5068
0.33
0.0
0.00
0.08
0.00
0.0
0.08
4850.00
0.00
5021
0.32
0.0
0.00
0.08
0.00
0.0
0.08
4860.00
0.00
4975
0.32
0.0
0.00
0.08
0.00
0.0
0.08
4870.00
0.00
4930
0.32
0.0
0.00
0.07
0.00
0.0
0.07
4880.00
0.00
4885
0.32
0.0
0.00
0.07
0.00
0.0
0.07
4890.00
0.00
4841
0.32
0.0
0.00
0.07
0.00
0.0
0.07
4900.00
0.00
4797
0.31
0.0
0.00
0.07
0.00
0.0
0.07
4910.00
0.00
4755
0.31
0.0
0.00
0.07
0.00
0.0
0.07
4920.00
0.00
4713
0.31
0.0
0.00
0.07
0.00
0.0
0.07
4930.00
0.00
4671
0.31
0.0
0.00
0.07
0.00
0.0
0.07
4940.00
0.00
4631
0.30
0.0
0.00
0.07
0.00
0.0
0.07
4950.00
0.00
4590
0.30
0.0
0.00
0.07
0.00
0.0
0.07
4960.00
0.00
4551
0.30
0.0
0.00
0.06
0.00
0.0
0.06
4970.00
0.00
4512
0.30
0.0
0.00
0.06
0.00
0.0
0.06
4980.00
0.00
4474
0.30
0.0
0.00
0.06
0.00
0.0
0.06
4990.00
0.00
4436
0.29
0.0
0.00
0.06
0.00
0.0
0.06
5000.00
0.00
4399
0.29
0.0
0.00
0.06
0.00
0.0
0.06
5010.00
0.00
4363
0.29
0.0
0.00
0.06
0.00
0.0
0.06
5020.00
0.00
4327
0.29
0.0
0.00
0.06
0.00
0.0
0.06
5030.00
0.00
4292
0.29
0.0
0.00
0.06
0.00
0.0
0.06
5040.00
0.00
4257
0.28
0.0
0.00
0.06
0.00
0.0
0.06
5050.00
0.00
4223
0.28
0.0
0.00
0.06
0.00
0.0
0.06
5060.00
0.00
4189
0.28
0.0
0.00
0.06
0.00
0.0
0.06
5070.00
0.00
4156
0.28
0.0
0.00
0.05
0.00
0.0
0.05
5080.00
0.00
4123
0.28
0.0
0.00
0.05
0.00
0.0
0.05
5090.00
0.00
4091
0.27
0.0
0.00
0.05
0.00
0.0
0.05
5100.00
0.00
4059
0.27
0.0
0.00
0.05
0.00
0.0
0.05
5110.00
0.00
4027
0.27
0.0
0.00
0.05
0.00
0.0
0.05
5120.00
0.00
3997
0.27
0.0
0.00
0.05
0.00
0.0
0.05
5130.00
0.00
3966
0.27
0.0
0.00
0.05
0.00
0.0
0.05
5140.00
0.00
3936
0.27
0.0
0.00
0.05
0.00
0.0
0.05
5150.00
0.00
3907
0.26
0.0
0.00
0.05
0.00
0.0
0.05
5160.00
0.00
3878
0.26
0.0
0.00
0.05
0.00
0.0
0.05
5170.00
0.00
3849
0.26
0.0
0.00
0.05
0.00
0.0
0.05
5180.00
0.00
3821
0.26
0.0
0.00
0.05
0.00
0.0
0.05
5190.00
0.00
3793
0.26
0.0
0.00
0.05
0.00
0.0
0.05
5200.00
0.00
3766
0.26
0.0
0.00
0.05
0.00
0.0
0.05
5210.00
0.00
3739
0.26
0.0
0.00
0.04
0.00
0.0
0.04
5220.00
0.00
3712
0.25
0.0
0.00
0.04
0.00
0.0
0.04
printed: 5/13/20141055 AM Page 19 of 20

5230.00
0.00
3686
0.25
0.0
0.00
0.04
0.00
0.0
0.04
5240.00
0.00
3660
0.25
0.0
0.00
0.04
0.00
0.0
0.04
5250.00
0.00
3634
0.25
0.0
0.00
0.04
0.00
0.0
0.04
5260.00
0.00
3609
0.25
0.0
0.00
0.04
0.00
0.0
0.04
5270.00
0.00
3584
0.25
0.0
0.00
0.04
0.00
0.0
0.04
5280.00
0.00
3560
0.25
0.0
0.00
0.04
0.00
0.0
0.04
5290.00
0.00
3536
0.24
0.0
0.00
0.04
0.00
0.0
0.04
printed: 5/13/20141055 AM Page 20 of 20

West Hampton Phase II Pond 1
Storm Water Pond Volumes
Volume above permanent pool (Total Area)
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft)
99.0
-
-
-
93.00
99.1
21,032
1,052
1,052
0.10
99.6
24,048
11,270
12,322
0.60
100.1
24,984
12,258
24,580
1.10
100.6
25,935
12,730
37,309
1.60
101.1
26,899
13,209
50,518
2.10
101.6
27,878
13,694
64,212
2.60
102.1
28,871
14,187
78,399
3.10
102.6
29,878
14,687
93,087
3.60
103.1
30,899
15,194
108,281
4.10
103.6
31,934
15,708
123,989
4.60
Volume below permanent pool (Not including Forebay)
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(11) (sf) (efl (efl (ft)
93.0
-
-
-
93.00
93.1
8,657
433
433
93.10
93.6
9,063
4,430
4,863
93.60
94.1
9,477
4,635
9,498
94.10
94.6
9,898
4,844
14,342
94.60
95.1
10,327
5,056
19,398
95.10
95.6
10,763
5,273
24,670
95.60
96.1
11,206
5,492
30,163
96.10
96.6
11,657
5,716
35,878
96.60
97.1
12,116
5,943
41,822
97.10
97.6
12,582
6,175
47,996
97.60
98.1
13,055
6,409
54,405
98.10
98.6
13,536
6,648
61,053
98.60
99.1
15,495
7,258
68,311
99.10
Forebay volume below permanent pool
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft)
93.0
-
-
-
93.00
93.1
861
43
43
93.10
93.6
1,084
486
529
93.60
94.1
1,314
600
1,129
94.10
94.6
1,553
717
1,846
94.60
95.1
1,800
838
2,684
95.10
95.6
2,056
964
3,648
95.60
96.1
2,319
1,094
4,742
96.10
96.6
2,590
1,227
5,969
96.60
97.1
2,870
1,365
7,334
97.10
97.6
3,157
1,507
8,841
97.60
98.1
3,453
1,653
10,493
98.10
98.6
3,757
1,803
12,296
98.60
99.1
4,841
2,150
14,445
99.10
WH Pond 1 volumes.xlsx Printed 5/13/2014

DESIGN REQUIREMENTS:
A. Contain the 1 inch storm
Drainage Area, (DA) = 10.1 acres
Intensity, (1) = 0.13 inches /hr
Composite Runoff Coefficient, (C) _> 0.30
Maximum Release Rate, (Q1) _> 0.39 cfs
Drainage Area, (DA) = 10.1 acres
Intensity, (1) = 0.13 inches /hr
Composite Runoff Coefficient, (C) _> 0.50
Peak Release Rate, (Q1) _> 0.66 cfs
Contour
Contour
Incr.
Accum.
Stage
Elev.
Area
Storage
Storage (S)
(Z)
(ft)
(sf)
(cf)
(cf)
(ft)
In (S)
In (Z)
Z est
111.4
-
-
-
-
-
111.5
8,491
425
425
0.10
6.05
-2.30
0.09
112.0
10,546
4,759
5,184
0.60
. ..........................
8.55
0.51
0.66
112.5
11,194
5,435
10,619
1.10
€ 9.27
0.10
1.16
113.0
11,855
5,762
16,381
1.60
€ 9.70
0.47
1.63
113.5
12,530
6,096
22,477
2.10
€ 10.02 €
0.74
2.09
114.0
13,220
6,438
28,915
2.60
€ 10.27 €
0.96
2.54
114.5
13,924
6,786
35,701
3.10
10.48
1.13
3.00
115.0
14,642
7,142
42,842
3.60
€ 10.67 €
1.28
3.46
Regression Output:
b= 1.28
(X Variable Coeff)
Ks= 8,777
(e,Y- intercept)
Stage - Storage Equation is of the form: S = (Ks)(Z) b
printed: 5/13/20141055 AM Page 1 of 20

Barrel
Number of Barrels =
Dia. of Barrel =
Area of Barrel, (Ab) _
Pipe Length, (L) _
Friction Coeff, (Kp) _
Inv. of Barrel =
Riser
Elev. of Riser Crest
Rectangular
Length Weir= 24 inches
Total Weir Length=
Area of Riser =
Orifice in Riser
Dia. of Orifice =
Number of Orifices =
Area of Orifice, (Ab) _
Orifice Coefficient (Cd) _
Inv. of Orifice =
Dia. of Orifice =
Number of Orifices =
Area of Orifice, (Ab) _
Orifice Coefficient (Cd) _
Inv. of Orifice =
Width of Spillway (Approx.) _
Weir Coefficient =
Crest Elevation =
Maximum Release Rate, (Q1) _
Release Rate, (Q1) _
Normal Water Surface Elev. _
1
24 inches
3.14 sf
91.0 feet
0.01058
109.75 feet
112.80 feet
Width Weir= 36 inches
10.00 feet
6.00 sq. ft.
1.75 inches
1
0.02 sf
0.60
111.50 feet
4.000 inches
0
0.09 sf
0.60
500.00 feet
20 feet
3.0
114.00 feet
0.39 cfs
0.09 cfs
111.50 feet
Water Surface Elev. @ Outlet (Q1) = 112.71 feet
printed: 5/13/20141055 AM
Page 2 of 20

Peak Inflow, (Qp) _>
0.66 cfs
Time to Peak Calculation:
CN=
63
P= 3.02 in.
Q"-
0.44 in.
(depth of runoff)
Vol-
16,176 cf
(vol. of runoff)
Time to Peak, (Tp)
_>
295.4 minutes
(SCS TR -55)
LAR
Q/QP
r
Q
min
cfs
0.00
0.000
0
0.00
0.03
0.003
10
0.00
0.07
0.011
20
0.01
0.10
0.025
30
0.02
0.14
0.045
40
0.03
0.17
0.069
50
0.05
0.20
0.098
60
0.06
0.24
0.132
70
0.09
0.27
0.170
80
0.11
0.30
0.212
90
0.14
0.34
0.257
100
0.17
0.37
0.305
110
0.20
0.41
0.355
120
0.23
0.44
0.406
130
0.27
0.47
0.459
140
0.30
0.51
0.512
150
0.34
0.54
0.565
160
0.37
0.58
0.617
170
0.41
0.61
0.668
180
0.44
0.64
0.717
190
0.47
0.68
0.764
200
0.50
0.71
0.807
210
0.53
0.74
0.848
220
0.56
0.78
0.884
230
0.58
0.81
0.916
240
0.60
S= 5.87 in.
printed: 5/13/20141055 AM Page 3 of 20

0.85
0.943
250
0.62
0.88
0.965
260
0.63
0.91
0.982
270
0.64
0.95
0.993
280
0.65
0.98
0.999
290
0.66
1.02
0.999
300
0.66
1.05
0.994
310
0.65
1.08
0.983
320
0.65
1.12
0.967
330
0.63
1.15
0.945
340
0.62
1.18
0.918
350
0.60
1.22
0.887
360
0.58
1.25
0.852
370
0.56
1.29
0.815
380
0.54
1.32
0.780
390
0.51
1.35
0.747
400
0.49
1.39
0.714
410
0.47
1.42
0.684
420
0.45
1.46
0.654
430
0.43
1.49
0.626
440
0.41
1.52
0.599
450
0.39
1.56
0.573
460
0.38
1.59
0.549
470
0.36
1.62
0.525
480
0.34
1.66
0.502
490
0.33
1.69
0.481
500
0.32
1.73
0.460
510
0.30
1.76
0.440
520
0.29
1.79
0.421
530
0.28
1.83
0.403
540
0.26
1.86
0.386
550
0.25
1.90
0.369
560
0.24
1.93
0.353
570
0.23
1.96
0.338
580
0.22
2.00
0.324
590
0.21
2.03
0.310
600
0.20
2.06
0.296
610
0.19
2.10
0.284
620
0.19
2.13
0.271
630
0.18
2.17
0.260
640
0.17
2.20
0.249
650
0.16
2.23
0.238
660
0.16
2.27
0.228
670
0.15
2.30
0.218
680
0.14
2.34
0.208
690
0.14
2.37
0.199
700
0.13
2.40
0.191
710
0.13
2.44
0.183
720
0.12
2.47
0.175
730
0.11
2.50
0.167
740
0.11
2.54
0.160
750
0.11
2.57
0.153
760
0.10
2.61
0.147
770
0.10
2.64
0.140
780
0.09
2.67
0.134
790
0.09
2.71
0.128
800
0.08
2.74
0.123
810
0.08
2.78
0.118
820
0.08
2.81
0.113
830
0.07
2.84
0.108
840
0.07
2.88
0.103
850
0.07
2.91
0.099
860
0.06
2.94
0.094
870
0.06
2.98
0.090
880
0.06
3.01
0.086
890
0.06
3.05
0.083
900
0.05
printed: 5/13/20141055 AM Page 4 of 20

3.08
0.079
910
0.05
3.11
0.076
920
0.05
3.15
0.072
930
0.05
3.18
0.069
940
0.05
3.22
0.066
950
0.04
3.25
0.064
960
0.04
3.28
0.061
970
0.04
3.32
0.058
980
0.04
3.35
0.056
990
0.04
3.38
0.053
1000
0.03
3.42
0.051
1010
0.03
3.45
0.049
1020
0.03
3.49
0.047
1030
0.03
3.52
0.045
1040
0.03
3.55
0.043
1050
0.03
3.59
0.041
1060
0.03
3.62
0.039
1070
0.03
3.66
0.037
1080
0.02
3.69
0.036
1090
0.02
3.72
0.034
1100
0.02
3.76
0.033
1110
0.02
3.79
0.031
1120
0.02
3.82
0.030
1130
0.02
3.86
0.029
1140
0.02
3.89
0.028
1150
0.02
3.93
0.026
1160
0.02
3.96
0.025
1170
0.02
3.99
0.024
1180
0.02
4.03
0.023
1190
0.02
4.06
0.022
1200
0.01
4.10
0.021
1210
0.01
4.13
0.020
1220
0.01
4.16
0.019
1230
0.01
4.20
0.019
1240
0.01
4.23
0.018
1250
0.01
4.26
0.017
1260
0.01
4.30
0.016
1270
0.01
4.33
0.016
1280
0.01
4.37
0.015
1290
0.01
4.40
0.014
1300
0.01
4.43
0.014
1310
0.01
4.47
0.013
1320
0.01
4.50
0.012
1330
0.01
4.54
0.012
1340
0.01
4.57
0.011
1350
0.01
4.60
0.011
1360
0.01
4.64
0.010
1370
0.01
4.67
0.010
1380
0.01
4.70
0.010
1390
0.01
4.74
0.009
1400
0.01
printed: 5/13/20141055 AM Page 5 of 20

4.77
0.009
1410
0.01
4.81
0.008
1420
0.01
4.84
0.008
1430
0.01
4.87
0.008
1440
0.01
4.91
0.007
1450
0.00
4.94
0.007
1460
0.00
4.98
0.007
1470
0.00
5.01
0.006
1480
0.00
5.04
0.006
1490
0.00
5.08
0.006
1500
0.00
5.11
0.006
1510
0.00
5.14
0.005
1520
0.00
5.18
0.005
1530
0.00
5.21
0.005
1540
0.00
5.25
0.005
1550
0.00
5.28
0.005
1560
0.00
5.31
0.004
1570
0.00
5.35
0.004
1580
0.00
5.38
0.004
1590
0.00
5.42
0.004
1600
0.00
5.45
0.004
1610
0.00
5.48
0.003
1620
0.00
5.52
0.003
1630
0.00
5.55
0.003
1640
0.00
5.58
0.003
1650
0.00
5.62
0.003
1660
0.00
5.65
0.003
1670
0.00
5.69
0.003
1680
0.00
5.72
0.003
1690
0.00
5.75
0.002
1700
0.00
5.79
0.002
1710
0.00
5.82
0.002
1720
0.00
5.86
0.002
1730
0.00
5.89
0.002
1740
0.00
5.92
0.002
1750
0.00
5.96
0.002
1760
0.00
5.99
0.002
1770
0.00
6.02
0.002
1780
0.00
6.06
0.002
1790
0.00
6.09
0.002
1800
0.00
6.13
0.002
1810
0.00
6.16
0.001
1820
0.00
6.19
0.001
1830
0.00
6.23
0.001
1840
0.00
6.26
0.001
1850
0.00
6.30
0.001
1860
0.00
6.33
0.001
1870
0.00
6.36
0.001
1880
0.00
6.40
0.001
1890
0.00
6.43
0.001
1900
0.00
6.46
0.001
1910
0.00
6.50
0.001
1920
0.00
6.53
0.001
1930
0.00
6.57
0.001
1940
0.00
6.60
0.001
1950
0.00
6.63
0.001
1960
0.00
6.67
0.001
1970
0.00
6.70
0.001
1980
0.00
6.74
0.001
1990
0.00
6.77
0.001
2000
0.00
6.80
0.001
2010
0.00
6.84
0.001
2020
0.00
6.87
0.001
2030
0.00
6.90
0.001
2040
0.00
6.94
0.001
2050
0.00
6.97
0.001
2060
0.00
printed: 5/13/20141055 AM Page 6 of 20

7.01
0.000
2070
0.00
7.04
0.000
2080
0.00
7.07
0.000
2090
0.00
7.11
0.000
2100
0.00
7.14
0.000
2110
0.00
7.18
0.000
2120
0.00
7.21
0.000
2130
0.00
7.24
0.000
2140
0.00
7.28
0.000
2150
0.00
7.31
0.000
2160
0.00
7.34
0.000
2170
0.00
7.38
0.000
2180
0.00
7.41
0.000
2190
0.00
7.45
0.000
2200
0.00
7.48
0.000
2210
0.00
7.51
0.000
2220
0.00
7.55
0.000
2230
0.00
7.58
0.000
2240
0.00
7.62
0.000
2250
0.00
7.65
0.000
2260
0.00
7.68
0.000
2270
0.00
7.72
0.000
2280
0.00
7.75
0.000
2290
0.00
7.78
0.000
2300
0.00
7.82
0.000
2310
0.00
7.85
0.000
2320
0.00
7.89
0.000
2330
0.00
7.92
0.000
2340
0.00
7.95
0.000
2350
0.00
7.99
0.000
2360
0.00
8.02
0.000
2370
0.00
8.06
0.000
2380
0.00
8.09
0.000
2390
0.00
8.12
0.000
2400
0.00
8.16
0.000
2410
0.00
8.19
0.000
2420
0.00
8.22
0.000
2430
0.00
8.26
0.000
2440
0.00
8.29
0.000
2450
0.00
8.33
0.000
2460
0.00
8.36
0.000
2470
0.00
8.39
0.000
2480
0.00
8.43
0.000
2490
0.00
8.46
0.000
2500
0.00
8.50
0.000
2510
0.00
8.53
0.000
2520
0.00
8.56
0.000
2530
0.00
8.60
0.000
2540
0.00
8.63
0.000
2550
0.00
8.66
0.000
2560
0.00
8.70
0.000
2570
0.00
8.73
0.000
2580
0.00
8.77
0.000
2590
0.00
8.80
0.000
2600
0.00
8.83
0.000
2610
0.00
8.87
0.000
2620
0.00
8.90
0.000
2630
0.00
8.94
0.000
2640
0.00
8.97
0.000
2650
0.00
9.00
0.000
2660
0.00
9.04
0.000
2670
0.00
9.07
0.000
2680
0.00
9.10
0.000
2690
0.00
9.14
0.000
2700
0.00
9.17
0.000
2710
0.00
9.21
0.000
2720
0.00
printed: 5/13/20141055 AM Page 7 of 20

9.24
0.000
2730
0.00
9.27
0.000
2740
0.00
9.31
0.000
2750
0.00
9.34
0.000
2760
0.00
9.38
0.000
2770
0.00
9.41
0.000
2780
0.00
9.44
0.000
2790
0.00
9.48
0.000
2800
0.00
9.51
0.000
2810
0.00
9.54
0.000
2820
0.00
9.58
0.000
2830
0.00
9.61
0.000
2840
0.00
9.65
0.000
2850
0.00
9.68
0.000
2860
0.00
9.71
0.000
2870
0.00
9.75
0.000
2880
0.00
9.78
0.000
2890
0.00
9.82
0.000
2900
0.00
9.85
0.000
2910
0.00
9.88
0.000
2920
0.00
9.92
0.000
2930
0.00
9.95
0.000
2940
0.00
9.98
0.000
2950
0.00
10.02
0.000
2960
0.00
10.05
0.000
2970
0.00
10.09
0.000
2980
0.00
10.12
0.000
2990
0.00
10.15
0.000
3000
0.00
10.19
0.000
3010
0.00
10.22
0.000
3020
0.00
10.26
0.000
3030
0.00
10.29
0.000
3040
0.00
10.32
0.000
3050
0.00
10.36
0.000
3060
0.00
10.39
0.000
3070
0.00
10.42
0.000
3080
0.00
10.46
0.000
3090
0.00
10.49
0.000
3100
0.00
10.53
0.000
3110
0.00
10.56
0.000
3120
0.00
10.59
0.000
3130
0.00
10.63
0.000
3140
0.00
10.66
0.000
3150
0.00
10.70
0.000
3160
0.00
10.73
0.000
3170
0.00
10.76
0.000
3180
0.00
10.80
0.000
3190
0.00
10.83
0.000
3200
0.00
10.86
0.000
3210
0.00
10.90
0.000
3220
0.00
10.93
0.000
3230
0.00
10.97
0.000
3240
0.00
11.00
0.000
3250
0.00
11.03
0.000
3260
0.00
11.07
0.000
3270
0.00
11.10
0.000
3280
0.00
11.14
0.000
3290
0.00
11.17
0.000
3300
0.00
11.20
0.000
3310
0.00
11.24
0.000
3320
0.00
11.27
0.000
3330
0.00
11.30
0.000
3340
0.00
11.34
0.000
3350
0.00
11.37
0.000
3360
0.00
11.41
0.000
3370
0.00
11.44
0.000
3380
0.00
printed: 5/13/20141055 AM Page 8 of 20

11.47
0.000
3390
0.00
11.51
0.000
3400
0.00
11.54
0.000
3410
0.00
11.58
0.000
3420
0.00
11.61
0.000
3430
0.00
11.64
0.000
3440
0.00
11.68
0.000
3450
0.00
11.71
0.000
3460
0.00
11.74
0.000
3470
0.00
11.78
0.000
3480
0.00
11.81
0.000
3490
0.00
11.85
0.000
3500
0.00
11.88
0.000
3510
0.00
11.91
0.000
3520
0.00
11.95
0.000
3530
0.00
11.98
0.000
3540
0.00
12.02
0.000
3550
0.00
12.05
0.000
3560
0.00
12.08
0.000
3570
0.00
12.12
0.000
3580
0.00
12.15
0.000
3590
0.00
12.18
0.000
3600
0.00
12.22
0.000
3610
0.00
12.25
0.000
3620
0.00
12.29
0.000
3630
0.00
12.32
0.000
3640
0.00
12.35
0.000
3650
0.00
12.39
0.000
3660
0.00
12.42
0.000
3670
0.00
12.46
0.000
3680
0.00
12.49
0.000
3690
0.00
12.52
0.000
3700
0.00
12.56
0.000
3710
0.00
12.59
0.000
3720
0.00
12.62
0.000
3730
0.00
12.66
0.000
3740
0.00
12.69
0.000
3750
0.00
12.73
0.000
3760
0.00
12.76
0.000
3770
0.00
12.79
0.000
3780
0.00
12.83
0.000
3790
0.00
12.86
0.000
3800
0.00
12.90
0.000
3810
0.00
12.93
0.000
3820
0.00
12.96
0.000
3830
0.00
13.00
0.000
3840
0.00
13.03
0.000
3850
0.00
13.06
0.000
3860
0.00
13.10
0.000
3870
0.00
13.13
0.000
3880
0.00
13.17
0.000
3890
0.00
13.20
0.000
3900
0.00
13.23
0.000
3910
0.00
13.27
0.000
3920
0.00
13.30
0.000
3930
0.00
13.34
0.000
3940
0.00
13.37
0.000
3950
0.00
13.40
0.000
3960
0.00
13.44
0.000
3970
0.00
13.47
0.000
3980
0.00
13.50
0.000
3990
0.00
13.54
0.000
4000
0.00
13.57
0.000
4010
0.00
13.61
0.000
4020
0.00
13.64
0.000
4030
0.00
13.67
0.000
4040
0.00
printed: 5/13/20141055 AM Page 9 of 20

13.71
0.000
4050
0.00
13.74
0.000
4060
0.00
13.78
0.000
4070
0.00
13.81
0.000
4080
0.00
13.84
0.000
4090
0.00
13.88
0.000
4100
0.00
13.91
0.000
4110
0.00
13.94
0.000
4120
0.00
13.98
0.000
4130
0.00
14.01
0.000
4140
0.00
14.05
0.000
4150
0.00
14.08
0.000
4160
0.00
14.11
0.000
4170
0.00
14.15
0.000
4180
0.00
14.18
0.000
4190
0.00
14.22
0.000
4200
0.00
14.25
0.000
4210
0.00
14.28
0.000
4220
0.00
14.32
0.000
4230
0.00
14.35
0.000
4240
0.00
14.39
0.000
4250
0.00
14.42
0.000
4260
0.00
14.45
0.000
4270
0.00
14.49
0.000
4280
0.00
14.52
0.000
4290
0.00
14.55
0.000
4300
0.00
14.59
0.000
4310
0.00
14.62
0.000
4320
0.00
14.66
0.000
4330
0.00
14.69
0.000
4340
0.00
14.72
0.000
4350
0.00
14.76
0.000
4360
0.00
14.79
0.000
4370
0.00
14.83
0.000
4380
0.00
14.86
0.000
4390
0.00
14.89
0.000
4400
0.00
14.93
0.000
4410
0.00
14.96
0.000
4420
0.00
14.99
0.000
4430
0.00
15.03
0.000
4440
0.00
15.06
0.000
4450
0.00
15.10
0.000
4460
0.00
15.13
0.000
4470
0.00
15.16
0.000
4480
0.00
15.20
0.000
4490
0.00
15.23
0.000
4500
0.00
15.27
0.000
4510
0.00
15.30
0.000
4520
0.00
15.33
0.000
4530
0.00
15.37
0.000
4540
0.00
15.40
0.000
4550
0.00
15.43
0.000
4560
0.00
15.47
0.000
4570
0.00
15.50
0.000
4580
0.00
15.54
0.000
4590
0.00
15.57
0.000
4600
0.00
15.60
0.000
4610
0.00
15.64
0.000
4620
0.00
15.67
0.000
4630
0.00
15.71
0.000
4640
0.00
15.74
0.000
4650
0.00
15.77
0.000
4660
0.00
15.81
0.000
4670
0.00
15.84
0.000
4680
0.00
15.87
0.000
4690
0.00
15.91
0.000
4700
0.00
printed: 5/13/20141055 AM Page 10 of 20

15.94
0.000
4710
0.00
15.98
0.000
4720
0.00
16.01
0.000
4730
0.00
16.04
0.000
4740
0.00
16.08
0.000
4750
0.00
16.11
0.000
4760
0.00
16.15
0.000
4770
0.00
16.18
0.000
4780
0.00
16.21
0.000
4790
0.00
16.25
0.000
4800
0.00
16.28
0.000
4810
0.00
16.31
0.000
4820
0.00
16.35
0.000
4830
0.00
16.38
0.000
4840
0.00
16.42
0.000
4850
0.00
16.45
0.000
4860
0.00
16.48
0.000
4870
0.00
16.52
0.000
4880
0.00
16.55
0.000
4890
0.00
16.59
0.000
4900
0.00
16.62
0.000
4910
0.00
16.65
0.000
4920
0.00
16.69
0.000
4930
0.00
16.72
0.000
4940
0.00
16.75
0.000
4950
0.00
16.79
0.000
4960
0.00
16.82
0.000
4970
0.00
16.86
0.000
4980
0.00
16.89
0.000
4990
0.00
16.92
0.000
5000
0.00
16.96
0.000
5010
0.00
16.99
0.000
5020
0.00
17.03
0.000
5030
0.00
17.06
0.000
5040
0.00
17.09
0.000
5050
0.00
17.13
0.000
5060
0.00
17.16
0.000
5070
0.00
17.19
0.000
5080
0.00
17.23
0.000
5090
0.00
17.26
0.000
5100
0.00
17.30
0.000
5110
0.00
17.33
0.000
5120
0.00
17.36
0.000
5130
0.00
17.40
0.000
5140
0.00
17.43
0.000
5150
0.00
17.47
0.000
5160
0.00
17.50
0.000
5170
0.00
17.53
0.000
5180
0.00
17.57
0.000
5190
0.00
17.60
0.000
5200
0.00
17.63
0.000
5210
0.00
17.67
0.000
5220
0.00
17.70
0.000
5230
0.00
17.74
0.000
5240
0.00
17.77
0.000
5250
0.00
17.80
0.000
5260
0.00
17.84
0.000
5270
0.00
17.87
0.000
5280
0.00
17.91
0.000
5290
0.00
printed: 5/13/20141055 AM Page 11 of 20

printed: 5/13/20141055 AM Page 12 of 20
WEIR
ORIFICE
1st
2nd
EMERGENCY
TOTAL
TIME
INFLOW
STORAGE
STAGE
RISER
RISER
ORIFICE
ORIFICE
SPILLWAY
OUTFLOW
min
cfs
cif
iut
cfs )
(cfs)
(cfs)
(cfs)
(cfs)
(cfs
0.00
0.00
0
0.10
0.0
0.00
0.00
0.00
0.0
0.00
10.00
0.00
0
0.10
0.0
0.00
0.00
0.00
0.0
0.00
20.00
0.01
1
0.10
0.0
0.00
0.00
0.00
0.0
0.00
30.00
0.02
6
0.10
0.0
0.00
0.00
0.00
0.0
0.00
40.00
0.03
15
0.10
0.0
0.00
0.00
0.00
0.0
0.00
50.00
0.05
33
0.10
0.0
0.00
0.00
0.00
0.0
0.00
60.00
0.06
60
0.10
0.0
0.00
0.00
0.00
0.0
0.00
70.00
0.09
99
0.10
0.0
0.00
0.00
0.00
0.0
0.00
80.00
0.11
151
0.10
0.0
0.00
0.00
0.00
0.0
0.00
90.00
0.14
218
0.10
0.0
0.00
0.00
0.00
0.0
0.00
100.00
0.17
302
0.10
0.0
0.00
0.00
0.00
0.0
0.00
110.00
0.20
403
0.10
0.0
0.00
0.00
0.00
0.0
0.00
120.00
0.23
523
0.11
0.0
0.00
0.00
0.00
0.0
0.00
130.00
0.27
662
0.13
0.0
0.00
0.00
0.00
0.0
0.00
140.00
0.30
821
0.16
0.0
0.00
0.01
0.00
0.0
0.01
150.00
0.34
999
0.18
0.0
0.00
0.01
0.00
0.0
0.01
160.00
0.37
1195
0.21
0.0
0.00
0.01
0.00
0.0
0.01
170.00
0.41
1409
0.24
0.0
0.00
0.02
0.00
0.0
0.02
180.00
0.44
1640
0.27
0.0
0.00
0.02
0.00
0.0
0.02
190.00
0.47
1888
0.30
0.0
0.00
0.03
0.00
0.0
0.03
200.00
0.50
2154
0.33
0.0
0.00
0.03
0.00
0.0
0.03
210.00
0.53
2435
0.37
0.0
0.00
0.04
0.00
0.0
0.04
220.00
0.56
2732
0.40
0.0
0.00
0.04
0.00
0.0
0.04
230.00
0.58
3043
0.44
0.0
0.00
0.04
0.00
0.0
0.04
240.00
0.60
3366
0.47
0.0
0.00
0.04
0.00
0.0
0.04
250.00
0.62
3700
0.51
0.0
0.00
0.05
0.00
0.0
0.05
260.00
0.63
4044
0.55
0.0
0.00
0.05
0.00
0.0
0.05
270.00
0.64
4395
0.58
0.0
0.00
0.05
0.00
0.0
0.05
280.00
0.65
4750
0.62
0.0
0.00
0.05
0.00
0.0
0.05
290.00
0.66
5110
0.65
0.0
0.00
0.06
0.00
0.0
0.06
300.00
0.66
5470
0.69
0.0
0.00
0.06
0.00
0.0
0.06
310.00
0.65
5829
0.73
0.0
0.00
0.06
0.00
0.0
0.06
320.00
0.65
6184
0.76
0.0
0.00
0.06
0.00
0.0
0.06
330.00
0.63
6535
0.79
0.0
0.00
0.06
0.00
0.0
0.06
340.00
0.62
6877
0.83
0.0
0.00
0.06
0.00
0.0
0.06
350.00
0.60
7211
0.86
0.0
0.00
0.07
0.00
0.0
0.07
360.00
0.58
7533
0.89
0.0
0.00
0.07
0.00
0.0
0.07
370.00
0.56
7841
0.92
0.0
0.00
0.07
0.00
0.0
0.07
380.00
0.54
8135
0.94
0.0
0.00
0.07
0.00
0.0
0.07
390.00
0.51
8414
0.97
0.0
0.00
0.07
0.00
0.0
0.07
400.00
0.49
8678
0.99
0.0
0.00
0.07
0.00
0.0
0.07
410.00
0.47
8929
1.01
0.0
0.00
0.07
0.00
0.0
0.07
420.00
0.45
9166
1.03
0.0
0.00
0.07
0.00
0.0
0.07
430.00
0.43
9391
1.05
0.0
0.00
0.08
0.00
0.0
0.08
440.00
0.41
9603
1.07
0.0
0.00
0.08
0.00
0.0
0.08
450.00
0.39
9804
1.09
0.0
0.00
0.08
0.00
0.0
0.08
460.00
0.38
9994
1.11
0.0
0.00
0.08
0.00
0.0
0.08
470.00
0.36
10173
1.12
0.0
0.00
0.08
0.00
0.0
0.08
480.00
0.34
10343
1.14
0.0
0.00
0.08
0.00
0.0
0.08
490.00
0.33
10502
1.15
0.0
0.00
0.08
0.00
0.0
0.08
500.00
0.32
10652
1.16
0.0
0.00
0.08
0.00
0.0
0.08
510.00
0.30
10794
1.18
0.0
0.00
0.08
0.00
0.0
0.08
520.00
0.29
10927
1.19
0.0
0.00
0.08
0.00
0.0
0.08
530.00
0.28
11052
1.20
0.0
0.00
0.08
0.00
0.0
0.08
540.00
0.26
11169
1.21
0.0
0.00
0.08
0.00
0.0
0.08
550.00
0.25
11279
1.22
0.0
0.00
0.08
0.00
0.0
0.08
560.00
0.24
11382
1.23
0.0
0.00
0.08
0.00
0.0
0.08
570.00
0.23
11478
1.23
0.0
0.00
0.08
0.00
0.0
0.08
580.00
0.22
11567
1.24
0.0
0.00
0.08
0.00
0.0
0.08
590.00
0.21
11651
1.25
0.0
0.00
0.08
0.00
0.0
0.08
600.00
0.20
11728
1.25
0.0
0.00
0.08
0.00
0.0
0.08
printed: 5/13/20141055 AM Page 12 of 20

610.00
0.19
11800
1.26
0.0
0.00
0.08
0.00
0.0
0.08
620.00
0.19
11867
1.27
0.0
0.00
0.08
0.00
0.0
0.08
630.00
0.18
11928
1.27
0.0
0.00
0.08
0.00
0.0
0.08
640.00
0.17
11984
1.28
0.0
0.00
0.08
0.00
0.0
0.08
650.00
0.16
12036
1.28
0.0
0.00
0.08
0.00
0.0
0.08
660.00
0.16
12083
1.28
0.0
0.00
0.08
0.00
0.0
0.08
670.00
0.15
12126
1.29
0.0
0.00
0.08
0.00
0.0
0.08
680.00
0.14
12165
1.29
0.0
0.00
0.08
0.00
0.0
0.08
690.00
0.14
12200
1.29
0.0
0.00
0.09
0.00
0.0
0.09
700.00
0.13
12231
1.30
0.0
0.00
0.09
0.00
0.0
0.09
710.00
0.13
12258
1.30
0.0
0.00
0.09
0.00
0.0
0.09
720.00
0.12
12282
1.30
0.0
0.00
0.09
0.00
0.0
0.09
730.00
0.11
12303
1.30
0.0
0.00
0.09
0.00
0.0
0.09
740.00
0.11
12321
1.30
0.0
0.00
0.09
0.00
0.0
0.09
750.00
0.11
12335
1.31
0.0
0.00
0.09
0.00
0.0
0.09
760.00
0.10
12347
1.31
0.0
0.00
0.09
0.00
0.0
0.09
770.00
0.10
12356
1.31
0.0
0.00
0.09
0.00
0.0
0.09
780.00
0.09
12363
1.31
0.0
0.00
0.09
0.00
0.0
0.09
790.00
0.09
12367
1.31
0.0
0.00
0.09
0.00
0.0
0.09
800.00
0.08
12368
1.31
0.0
0.00
0.09
0.00
0.0
0.09
810.00
0.08
12368
1.31
0.0
0.00
0.09
0.00
0.0
0.09
820.00
0.08
12365
1.31
0.0
0.00
0.09
0.00
0.0
0.09
830.00
0.07
12360
1.31
0.0
0.00
0.09
0.00
0.0
0.09
840.00
0.07
12353
1.31
0.0
0.00
0.09
0.00
0.0
0.09
850.00
0.07
12344
1.31
0.0
0.00
0.09
0.00
0.0
0.09
860.00
0.06
12333
1.30
0.0
0.00
0.09
0.00
0.0
0.09
870.00
0.06
12321
1.30
0.0
0.00
0.09
0.00
0.0
0.09
880.00
0.06
12307
1.30
0.0
0.00
0.09
0.00
0.0
0.09
890.00
0.06
12291
1.30
0.0
0.00
0.09
0.00
0.0
0.09
900.00
0.05
12274
1.30
0.0
0.00
0.09
0.00
0.0
0.09
910.00
0.05
12255
1.30
0.0
0.00
0.09
0.00
0.0
0.09
920.00
0.05
12235
1.30
0.0
0.00
0.09
0.00
0.0
0.09
930.00
0.05
12214
1.29
0.0
0.00
0.09
0.00
0.0
0.09
940.00
0.05
12192
1.29
0.0
0.00
0.08
0.00
0.0
0.08
950.00
0.04
12168
1.29
0.0
0.00
0.08
0.00
0.0
0.08
960.00
0.04
12143
1.29
0.0
0.00
0.08
0.00
0.0
0.08
970.00
0.04
12117
1.29
0.0
0.00
0.08
0.00
0.0
0.08
980.00
0.04
12090
1.28
0.0
0.00
0.08
0.00
0.0
0.08
990.00
0.04
12063
1.28
0.0
0.00
0.08
0.00
0.0
0.08
1000.00
0.03
12034
1.28
0.0
0.00
0.08
0.00
0.0
0.08
1010.00
0.03
12004
1.28
0.0
0.00
0.08
0.00
0.0
0.08
1020.00
0.03
11973
1.27
0.0
0.00
0.08
0.00
0.0
0.08
1030.00
0.03
11942
1.27
0.0
0.00
0.08
0.00
0.0
0.08
1040.00
0.03
11910
1.27
0.0
0.00
0.08
0.00
0.0
0.08
1050.00
0.03
11877
1.27
0.0
0.00
0.08
0.00
0.0
0.08
1060.00
0.03
11844
1.26
0.0
0.00
0.08
0.00
0.0
0.08
1070.00
0.03
11809
1.26
0.0
0.00
0.08
0.00
0.0
0.08
1080.00
0.02
11775
1.26
0.0
0.00
0.08
0.00
0.0
0.08
1090.00
0.02
11739
1.26
0.0
0.00
0.08
0.00
0.0
0.08
1100.00
0.02
11703
1.25
0.0
0.00
0.08
0.00
0.0
0.08
1110.00
0.02
11667
1.25
0.0
0.00
0.08
0.00
0.0
0.08
1120.00
0.02
11630
1.25
0.0
0.00
0.08
0.00
0.0
0.08
1130.00
0.02
11592
1.24
0.0
0.00
0.08
0.00
0.0
0.08
1140.00
0.02
11554
1.24
0.0
0.00
0.08
0.00
0.0
0.08
1150.00
0.02
11516
1.24
0.0
0.00
0.08
0.00
0.0
0.08
1160.00
0.02
11477
1.23
0.0
0.00
0.08
0.00
0.0
0.08
1170.00
0.02
11437
1.23
0.0
0.00
0.08
0.00
0.0
0.08
1180.00
0.02
11398
1.23
0.0
0.00
0.08
0.00
0.0
0.08
1190.00
0.02
11358
1.22
0.0
0.00
0.08
0.00
0.0
0.08
1200.00
0.01
11318
1.22
0.0
0.00
0.08
0.00
0.0
0.08
1210.00
0.01
11277
1.22
0.0
0.00
0.08
0.00
0.0
0.08
1220.00
0.01
11236
1.21
0.0
0.00
0.08
0.00
0.0
0.08
1230.00
0.01
11195
1.21
0.0
0.00
0.08
0.00
0.0
0.08
1240.00
0.01
11154
1.21
0.0
0.00
0.08
0.00
0.0
0.08
1250.00
0.01
11112
1.20
0.0
0.00
0.08
0.00
0.0
0.08
1260.00
0.01
11070
1.20
0.0
0.00
0.08
0.00
0.0
0.08
printed: 5/13/20141055 AM Page 13 of 20

1270.00
0.01
11028
1.20
0.0
0.00
0.08
0.00
0.0
0.08
1280.00
0.01
10986
1.19
0.0
0.00
0.08
0.00
0.0
0.08
1290.00
0.01
10943
1.19
0.0
0.00
0.08
0.00
0.0
0.08
1300.00
0.01
10900
1.18
0.0
0.00
0.08
0.00
0.0
0.08
1310.00
0.01
10857
1.18
0.0
0.00
0.08
0.00
0.0
0.08
1320.00
0.01
10814
1.18
0.0
0.00
0.08
0.00
0.0
0.08
1330.00
0.01
10771
1.17
0.0
0.00
0.08
0.00
0.0
0.08
1340.00
0.01
10728
1.17
0.0
0.00
0.08
0.00
0.0
0.08
1350.00
0.01
10685
1.17
0.0
0.00
0.08
0.00
0.0
0.08
1360.00
0.01
10641
1.16
0.0
0.00
0.08
0.00
0.0
0.08
1370.00
0.01
10597
1.16
0.0
0.00
0.08
0.00
0.0
0.08
1380.00
0.01
10554
1.16
0.0
0.00
0.08
0.00
0.0
0.08
1390.00
0.01
10510
1.15
0.0
0.00
0.08
0.00
0.0
0.08
1400.00
0.01
10466
1.15
0.0
0.00
0.08
0.00
0.0
0.08
1410.00
0.01
10422
1.14
0.0
0.00
0.08
0.00
0.0
0.08
1420.00
0.01
10378
1.14
0.0
0.00
0.08
0.00
0.0
0.08
1430.00
0.01
10334
1.14
0.0
0.00
0.08
0.00
0.0
0.08
1440.00
0.01
10290
1.13
0.0
0.00
0.08
0.00
0.0
0.08
1450.00
0.00
10246
1.13
0.0
0.00
0.08
0.00
0.0
0.08
1460.00
0.00
10201
1.12
0.0
0.00
0.08
0.00
0.0
0.08
1470.00
0.00
10157
1.12
0.0
0.00
0.08
0.00
0.0
0.08
1480.00
0.00
10113
1.12
0.0
0.00
0.08
0.00
0.0
0.08
1490.00
0.00
10069
1.11
0.0
0.00
0.08
0.00
0.0
0.08
1500.00
0.00
10024
1.11
0.0
0.00
0.08
0.00
0.0
0.08
1510.00
0.00
9980
1.11
0.0
0.00
0.08
0.00
0.0
0.08
1520.00
0.00
9936
1.10
0.0
0.00
0.08
0.00
0.0
0.08
1530.00
0.00
9892
1.10
0.0
0.00
0.08
0.00
0.0
0.08
1540.00
0.00
9847
1.09
0.0
0.00
0.08
0.00
0.0
0.08
1550.00
0.00
9803
1.09
0.0
0.00
0.08
0.00
0.0
0.08
1560.00
0.00
9759
1.09
0.0
0.00
0.08
0.00
0.0
0.08
1570.00
0.00
9714
1.08
0.0
0.00
0.08
0.00
0.0
0.08
1580.00
0.00
9670
1.08
0.0
0.00
0.08
0.00
0.0
0.08
1590.00
0.00
9626
1.07
0.0
0.00
0.08
0.00
0.0
0.08
1600.00
0.00
9582
1.07
0.0
0.00
0.08
0.00
0.0
0.08
1610.00
0.00
9538
1.07
0.0
0.00
0.08
0.00
0.0
0.08
1620.00
0.00
9493
1.06
0.0
0.00
0.08
0.00
0.0
0.08
1630.00
0.00
9449
1.06
0.0
0.00
0.08
0.00
0.0
0.08
1640.00
0.00
9405
1.06
0.0
0.00
0.08
0.00
0.0
0.08
1650.00
0.00
9361
1.05
0.0
0.00
0.08
0.00
0.0
0.08
1660.00
0.00
9317
1.05
0.0
0.00
0.08
0.00
0.0
0.08
1670.00
0.00
9273
1.04
0.0
0.00
0.07
0.00
0.0
0.07
1680.00
0.00
9230
1.04
0.0
0.00
0.07
0.00
0.0
0.07
1690.00
0.00
9186
1.04
0.0
0.00
0.07
0.00
0.0
0.07
1700.00
0.00
9142
1.03
0.0
0.00
0.07
0.00
0.0
0.07
1710.00
0.00
9098
1.03
0.0
0.00
0.07
0.00
0.0
0.07
1720.00
0.00
9055
1.02
0.0
0.00
0.07
0.00
0.0
0.07
1730.00
0.00
9011
1.02
0.0
0.00
0.07
0.00
0.0
0.07
1740.00
0.00
8968
1.02
0.0
0.00
0.07
0.00
0.0
0.07
1750.00
0.00
8924
1.01
0.0
0.00
0.07
0.00
0.0
0.07
1760.00
0.00
8881
1.01
0.0
0.00
0.07
0.00
0.0
0.07
1770.00
0.00
8837
1.01
0.0
0.00
0.07
0.00
0.0
0.07
1780.00
0.00
8794
1.00
0.0
0.00
0.07
0.00
0.0
0.07
1790.00
0.00
8751
1.00
0.0
0.00
0.07
0.00
0.0
0.07
1800.00
0.00
8708
0.99
0.0
0.00
0.07
0.00
0.0
0.07
1810.00
0.00
8665
0.99
0.0
0.00
0.07
0.00
0.0
0.07
1820.00
0.00
8622
0.99
0.0
0.00
0.07
0.00
0.0
0.07
1830.00
0.00
8579
0.98
0.0
0.00
0.07
0.00
0.0
0.07
1840.00
0.00
8536
0.98
0.0
0.00
0.07
0.00
0.0
0.07
1850.00
0.00
8493
0.97
0.0
0.00
0.07
0.00
0.0
0.07
1860.00
0.00
8451
0.97
0.0
0.00
0.07
0.00
0.0
0.07
1870.00
0.00
8408
0.97
0.0
0.00
0.07
0.00
0.0
0.07
1880.00
0.00
8366
0.96
0.0
0.00
0.07
0.00
0.0
0.07
1890.00
0.00
8323
0.96
0.0
0.00
0.07
0.00
0.0
0.07
1900.00
0.00
8281
0.96
0.0
0.00
0.07
0.00
0.0
0.07
1910.00
0.00
8239
0.95
0.0
0.00
0.07
0.00
0.0
0.07
1920.00
0.00
8197
0.95
0.0
0.00
0.07
0.00
0.0
0.07
printed: 5/13/20141055 AM Page 14 of 20

1930.00
0.00
8155
0.94
0.0
0.00
0.07
0.00
0.0
0.07
1940.00
0.00
8113
0.94
0.0
0.00
0.07
0.00
0.0
0.07
1950.00
0.00
8071
0.94
0.0
0.00
0.07
0.00
0.0
0.07
1960.00
0.00
8029
0.93
0.0
0.00
0.07
0.00
0.0
0.07
1970.00
0.00
7987
0.93
0.0
0.00
0.07
0.00
0.0
0.07
1980.00
0.00
7946
0.93
0.0
0.00
0.07
0.00
0.0
0.07
1990.00
0.00
7904
0.92
0.0
0.00
0.07
0.00
0.0
0.07
2000.00
0.00
7863
0.92
0.0
0.00
0.07
0.00
0.0
0.07
2010.00
0.00
7822
0.91
0.0
0.00
0.07
0.00
0.0
0.07
2020.00
0.00
7780
0.91
0.0
0.00
0.07
0.00
0.0
0.07
2030.00
0.00
7739
0.91
0.0
0.00
0.07
0.00
0.0
0.07
2040.00
0.00
7698
0.90
0.0
0.00
0.07
0.00
0.0
0.07
2050.00
0.00
7657
0.90
0.0
0.00
0.07
0.00
0.0
0.07
2060.00
0.00
7616
0.89
0.0
0.00
0.07
0.00
0.0
0.07
2070.00
0.00
7576
0.89
0.0
0.00
0.07
0.00
0.0
0.07
2080.00
0.00
7535
0.89
0.0
0.00
0.07
0.00
0.0
0.07
2090.00
0.00
7494
0.88
0.0
0.00
0.07
0.00
0.0
0.07
2100.00
0.00
7454
0.88
0.0
0.00
0.07
0.00
0.0
0.07
2110.00
0.00
7414
0.88
0.0
0.00
0.07
0.00
0.0
0.07
2120.00
0.00
7373
0.87
0.0
0.00
0.07
0.00
0.0
0.07
2130.00
0.00
7333
0.87
0.0
0.00
0.07
0.00
0.0
0.07
2140.00
0.00
7293
0.87
0.0
0.00
0.07
0.00
0.0
0.07
2150.00
0.00
7253
0.86
0.0
0.00
0.07
0.00
0.0
0.07
2160.00
0.00
7213
0.86
0.0
0.00
0.07
0.00
0.0
0.07
2170.00
0.00
7174
0.85
0.0
0.00
0.07
0.00
0.0
0.07
2180.00
0.00
7134
0.85
0.0
0.00
0.07
0.00
0.0
0.07
2190.00
0.00
7095
0.85
0.0
0.00
0.07
0.00
0.0
0.07
2200.00
0.00
7055
0.84
0.0
0.00
0.07
0.00
0.0
0.07
2210.00
0.00
7016
0.84
0.0
0.00
0.07
0.00
0.0
0.07
2220.00
0.00
6977
0.84
0.0
0.00
0.07
0.00
0.0
0.07
2230.00
0.00
6937
0.83
0.0
0.00
0.07
0.00
0.0
0.07
2240.00
0.00
6898
0.83
0.0
0.00
0.07
0.00
0.0
0.07
2250.00
0.00
6859
0.82
0.0
0.00
0.06
0.00
0.0
0.06
2260.00
0.00
6821
0.82
0.0
0.00
0.06
0.00
0.0
0.06
2270.00
0.00
6782
0.82
0.0
0.00
0.06
0.00
0.0
0.06
2280.00
0.00
6743
0.81
0.0
0.00
0.06
0.00
0.0
0.06
2290.00
0.00
6705
0.81
0.0
0.00
0.06
0.00
0.0
0.06
2300.00
0.00
6667
0.81
0.0
0.00
0.06
0.00
0.0
0.06
2310.00
0.00
6628
0.80
0.0
0.00
0.06
0.00
0.0
0.06
2320.00
0.00
6590
0.80
0.0
0.00
0.06
0.00
0.0
0.06
2330.00
0.00
6552
0.80
0.0
0.00
0.06
0.00
0.0
0.06
2340.00
0.00
6514
0.79
0.0
0.00
0.06
0.00
0.0
0.06
2350.00
0.00
6476
0.79
0.0
0.00
0.06
0.00
0.0
0.06
2360.00
0.00
6438
0.78
0.0
0.00
0.06
0.00
0.0
0.06
2370.00
0.00
6401
0.78
0.0
0.00
0.06
0.00
0.0
0.06
2380.00
0.00
6363
0.78
0.0
0.00
0.06
0.00
0.0
0.06
2390.00
0.00
6326
0.77
0.0
0.00
0.06
0.00
0.0
0.06
2400.00
0.00
6289
0.77
0.0
0.00
0.06
0.00
0.0
0.06
2410.00
0.00
6251
0.77
0.0
0.00
0.06
0.00
0.0
0.06
2420.00
0.00
6214
0.76
0.0
0.00
0.06
0.00
0.0
0.06
2430.00
0.00
6177
0.76
0.0
0.00
0.06
0.00
0.0
0.06
2440.00
0.00
6140
0.76
0.0
0.00
0.06
0.00
0.0
0.06
2450.00
0.00
6104
0.75
0.0
0.00
0.06
0.00
0.0
0.06
2460.00
0.00
6067
0.75
0.0
0.00
0.06
0.00
0.0
0.06
2470.00
0.00
6030
0.75
0.0
0.00
0.06
0.00
0.0
0.06
2480.00
0.00
5994
0.74
0.0
0.00
0.06
0.00
0.0
0.06
2490.00
0.00
5958
0.74
0.0
0.00
0.06
0.00
0.0
0.06
2500.00
0.00
5922
0.74
0.0
0.00
0.06
0.00
0.0
0.06
2510.00
0.00
5885
0.73
0.0
0.00
0.06
0.00
0.0
0.06
2520.00
0.00
5849
0.73
0.0
0.00
0.06
0.00
0.0
0.06
2530.00
0.00
5814
0.72
0.0
0.00
0.06
0.00
0.0
0.06
2540.00
0.00
5778
0.72
0.0
0.00
0.06
0.00
0.0
0.06
2550.00
0.00
5742
0.72
0.0
0.00
0.06
0.00
0.0
0.06
2560.00
0.00
5707
0.71
0.0
0.00
0.06
0.00
0.0
0.06
2570.00
0.00
5671
0.71
0.0
0.00
0.06
0.00
0.0
0.06
2580.00
0.00
5636
0.71
0.0
0.00
0.06
0.00
0.0
0.06
printed: 5/13/20141055 AM Page 15 of 20

2590.00
0.00
5601
0.70
0.0
0.00
0.06
0.00
0.0
0.06
2600.00
0.00
5566
0.70
0.0
0.00
0.06
0.00
0.0
0.06
2610.00
0.00
5531
0.70
0.0
0.00
0.06
0.00
0.0
0.06
2620.00
0.00
5496
0.69
0.0
0.00
0.06
0.00
0.0
0.06
2630.00
0.00
5461
0.69
0.0
0.00
0.06
0.00
0.0
0.06
2640.00
0.00
5426
0.69
0.0
0.00
0.06
0.00
0.0
0.06
2650.00
0.00
5392
0.68
0.0
0.00
0.06
0.00
0.0
0.06
2660.00
0.00
5358
0.68
0.0
0.00
0.06
0.00
0.0
0.06
2670.00
0.00
5323
0.68
0.0
0.00
0.06
0.00
0.0
0.06
2680.00
0.00
5289
0.67
0.0
0.00
0.06
0.00
0.0
0.06
2690.00
0.00
5255
0.67
0.0
0.00
0.06
0.00
0.0
0.06
2700.00
0.00
5221
0.67
0.0
0.00
0.06
0.00
0.0
0.06
2710.00
0.00
5187
0.66
0.0
0.00
0.06
0.00
0.0
0.06
2720.00
0.00
5154
0.66
0.0
0.00
0.06
0.00
0.0
0.06
2730.00
0.00
5120
0.66
0.0
0.00
0.06
0.00
0.0
0.06
2740.00
0.00
5087
0.65
0.0
0.00
0.06
0.00
0.0
0.06
2750.00
0.00
5053
0.65
0.0
0.00
0.06
0.00
0.0
0.06
2760.00
0.00
5020
0.65
0.0
0.00
0.06
0.00
0.0
0.06
2770.00
0.00
4987
0.64
0.0
0.00
0.06
0.00
0.0
0.06
2780.00
0.00
4954
0.64
0.0
0.00
0.05
0.00
0.0
0.05
2790.00
0.00
4921
0.64
0.0
0.00
0.05
0.00
0.0
0.05
2800.00
0.00
4888
0.63
0.0
0.00
0.05
0.00
0.0
0.05
2810.00
0.00
4855
0.63
0.0
0.00
0.05
0.00
0.0
0.05
2820.00
0.00
4823
0.63
0.0
0.00
0.05
0.00
0.0
0.05
2830.00
0.00
4791
0.62
0.0
0.00
0.05
0.00
0.0
0.05
2840.00
0.00
4758
0.62
0.0
0.00
0.05
0.00
0.0
0.05
2850.00
0.00
4726
0.62
0.0
0.00
0.05
0.00
0.0
0.05
2860.00
0.00
4694
0.61
0.0
0.00
0.05
0.00
0.0
0.05
2870.00
0.00
4662
0.61
0.0
0.00
0.05
0.00
0.0
0.05
2880.00
0.00
4630
0.61
0.0
0.00
0.05
0.00
0.0
0.05
2890.00
0.00
4598
0.60
0.0
0.00
0.05
0.00
0.0
0.05
2900.00
0.00
4567
0.60
0.0
0.00
0.05
0.00
0.0
0.05
2910.00
0.00
4535
0.60
0.0
0.00
0.05
0.00
0.0
0.05
2920.00
0.00
4504
0.59
0.0
0.00
0.05
0.00
0.0
0.05
2930.00
0.00
4473
0.59
0.0
0.00
0.05
0.00
0.0
0.05
2940.00
0.00
4442
0.59
0.0
0.00
0.05
0.00
0.0
0.05
2950.00
0.00
4411
0.58
0.0
0.00
0.05
0.00
0.0
0.05
2960.00
0.00
4380
0.58
0.0
0.00
0.05
0.00
0.0
0.05
2970.00
0.00
4349
0.58
0.0
0.00
0.05
0.00
0.0
0.05
2980.00
0.00
4318
0.57
0.0
0.00
0.05
0.00
0.0
0.05
2990.00
0.00
4288
0.57
0.0
0.00
0.05
0.00
0.0
0.05
3000.00
0.00
4258
0.57
0.0
0.00
0.05
0.00
0.0
0.05
3010.00
0.00
4227
0.56
0.0
0.00
0.05
0.00
0.0
0.05
3020.00
0.00
4197
0.56
0.0
0.00
0.05
0.00
0.0
0.05
3030.00
0.00
4167
0.56
0.0
0.00
0.05
0.00
0.0
0.05
3040.00
0.00
4137
0.56
0.0
0.00
0.05
0.00
0.0
0.05
3050.00
0.00
4107
0.55
0.0
0.00
0.05
0.00
0.0
0.05
3060.00
0.00
4078
0.55
0.0
0.00
0.05
0.00
0.0
0.05
3070.00
0.00
4048
0.55
0.0
0.00
0.05
0.00
0.0
0.05
3080.00
0.00
4019
0.54
0.0
0.00
0.05
0.00
0.0
0.05
3090.00
0.00
3989
0.54
0.0
0.00
0.05
0.00
0.0
0.05
3100.00
0.00
3960
0.54
0.0
0.00
0.05
0.00
0.0
0.05
3110.00
0.00
3931
0.53
0.0
0.00
0.05
0.00
0.0
0.05
3120.00
0.00
3902
0.53
0.0
0.00
0.05
0.00
0.0
0.05
3130.00
0.00
3873
0.53
0.0
0.00
0.05
0.00
0.0
0.05
3140.00
0.00
3845
0.52
0.0
0.00
0.05
0.00
0.0
0.05
3150.00
0.00
3816
0.52
0.0
0.00
0.05
0.00
0.0
0.05
3160.00
0.00
3788
0.52
0.0
0.00
0.05
0.00
0.0
0.05
3170.00
0.00
3759
0.52
0.0
0.00
0.05
0.00
0.0
0.05
3180.00
0.00
3731
0.51
0.0
0.00
0.05
0.00
0.0
0.05
3190.00
0.00
3703
0.51
0.0
0.00
0.05
0.00
0.0
0.05
3200.00
0.00
3675
0.51
0.0
0.00
0.05
0.00
0.0
0.05
3210.00
0.00
3648
0.50
0.0
0.00
0.05
0.00
0.0
0.05
3220.00
0.00
3620
0.50
0.0
0.00
0.05
0.00
0.0
0.05
3230.00
0.00
3592
0.50
0.0
0.00
0.05
0.00
0.0
0.05
3240.00
0.00
3565
0.49
0.0
0.00
0.05
0.00
0.0
0.05
printed: 5/13/20141055 AM Page 16 of 20

3250.00
0.00
3538
0.49
0.0
0.00
0.05
0.00
0.0
0.05
3260.00
0.00
3510
0.49
0.0
0.00
0.05
0.00
0.0
0.05
3270.00
0.00
3483
0.49
0.0
0.00
0.04
0.00
0.0
0.04
3280.00
0.00
3456
0.48
0.0
0.00
0.04
0.00
0.0
0.04
3290.00
0.00
3430
0.48
0.0
0.00
0.04
0.00
0.0
0.04
3300.00
0.00
3403
0.48
0.0
0.00
0.04
0.00
0.0
0.04
3310.00
0.00
3376
0.47
0.0
0.00
0.04
0.00
0.0
0.04
3320.00
0.00
3350
0.47
0.0
0.00
0.04
0.00
0.0
0.04
3330.00
0.00
3324
0.47
0.0
0.00
0.04
0.00
0.0
0.04
3340.00
0.00
3297
0.46
0.0
0.00
0.04
0.00
0.0
0.04
3350.00
0.00
3271
0.46
0.0
0.00
0.04
0.00
0.0
0.04
3360.00
0.00
3246
0.46
0.0
0.00
0.04
0.00
0.0
0.04
3370.00
0.00
3220
0.46
0.0
0.00
0.04
0.00
0.0
0.04
3380.00
0.00
3194
0.45
0.0
0.00
0.04
0.00
0.0
0.04
3390.00
0.00
3169
0.45
0.0
0.00
0.04
0.00
0.0
0.04
3400.00
0.00
3143
0.45
0.0
0.00
0.04
0.00
0.0
0.04
3410.00
0.00
3118
0.45
0.0
0.00
0.04
0.00
0.0
0.04
3420.00
0.00
3093
0.44
0.0
0.00
0.04
0.00
0.0
0.04
3430.00
0.00
3068
0.44
0.0
0.00
0.04
0.00
0.0
0.04
3440.00
0.00
3043
0.44
0.0
0.00
0.04
0.00
0.0
0.04
3450.00
0.00
3018
0.43
0.0
0.00
0.04
0.00
0.0
0.04
3460.00
0.00
2994
0.43
0.0
0.00
0.04
0.00
0.0
0.04
3470.00
0.00
2969
0.43
0.0
0.00
0.04
0.00
0.0
0.04
3480.00
0.00
2945
0.43
0.0
0.00
0.04
0.00
0.0
0.04
3490.00
0.00
2921
0.42
0.0
0.00
0.04
0.00
0.0
0.04
3500.00
0.00
2896
0.42
0.0
0.00
0.04
0.00
0.0
0.04
3510.00
0.00
2872
0.42
0.0
0.00
0.04
0.00
0.0
0.04
3520.00
0.00
2849
0.41
0.0
0.00
0.04
0.00
0.0
0.04
3530.00
0.00
2825
0.41
0.0
0.00
0.04
0.00
0.0
0.04
3540.00
0.00
2801
0.41
0.0
0.00
0.04
0.00
0.0
0.04
3550.00
0.00
2778
0.41
0.0
0.00
0.04
0.00
0.0
0.04
3560.00
0.00
2755
0.40
0.0
0.00
0.04
0.00
0.0
0.04
3570.00
0.00
2732
0.40
0.0
0.00
0.04
0.00
0.0
0.04
3580.00
0.00
2709
0.40
0.0
0.00
0.04
0.00
0.0
0.04
3590.00
0.00
2686
0.40
0.0
0.00
0.04
0.00
0.0
0.04
3600.00
0.00
2663
0.39
0.0
0.00
0.04
0.00
0.0
0.04
3610.00
0.00
2640
0.39
0.0
0.00
0.04
0.00
0.0
0.04
3620.00
0.00
2618
0.39
0.0
0.00
0.04
0.00
0.0
0.04
3630.00
0.00
2595
0.39
0.0
0.00
0.04
0.00
0.0
0.04
3640.00
0.00
2573
0.38
0.0
0.00
0.04
0.00
0.0
0.04
3650.00
0.00
2551
0.38
0.0
0.00
0.04
0.00
0.0
0.04
3660.00
0.00
2529
0.38
0.0
0.00
0.04
0.00
0.0
0.04
3670.00
0.00
2507
0.38
0.0
0.00
0.04
0.00
0.0
0.04
3680.00
0.00
2486
0.37
0.0
0.00
0.04
0.00
0.0
0.04
3690.00
0.00
2464
0.37
0.0
0.00
0.04
0.00
0.0
0.04
3700.00
0.00
2443
0.37
0.0
0.00
0.04
0.00
0.0
0.04
3710.00
0.00
2422
0.37
0.0
0.00
0.04
0.00
0.0
0.04
3720.00
0.00
2400
0.36
0.0
0.00
0.03
0.00
0.0
0.03
3730.00
0.00
2379
0.36
0.0
0.00
0.03
0.00
0.0
0.03
3740.00
0.00
2359
0.36
0.0
0.00
0.03
0.00
0.0
0.03
3750.00
0.00
2338
0.36
0.0
0.00
0.03
0.00
0.0
0.03
3760.00
0.00
2317
0.35
0.0
0.00
0.03
0.00
0.0
0.03
3770.00
0.00
2297
0.35
0.0
0.00
0.03
0.00
0.0
0.03
3780.00
0.00
2277
0.35
0.0
0.00
0.03
0.00
0.0
0.03
3790.00
0.00
2256
0.35
0.0
0.00
0.03
0.00
0.0
0.03
3800.00
0.00
2236
0.34
0.0
0.00
0.03
0.00
0.0
0.03
3810.00
0.00
2216
0.34
0.0
0.00
0.03
0.00
0.0
0.03
3820.00
0.00
2197
0.34
0.0
0.00
0.03
0.00
0.0
0.03
3830.00
0.00
2177
0.34
0.0
0.00
0.03
0.00
0.0
0.03
3840.00
0.00
2158
0.33
0.0
0.00
0.03
0.00
0.0
0.03
3850.00
0.00
2138
0.33
0.0
0.00
0.03
0.00
0.0
0.03
3860.00
0.00
2119
0.33
0.0
0.00
0.03
0.00
0.0
0.03
3870.00
0.00
2100
0.33
0.0
0.00
0.03
0.00
0.0
0.03
3880.00
0.00
2081
0.32
0.0
0.00
0.03
0.00
0.0
0.03
3890.00
0.00
2063
0.32
0.0
0.00
0.03
0.00
0.0
0.03
3900.00
0.00
2044
0.32
0.0
0.00
0.03
0.00
0.0
0.03
printed: 5/13/20141055 AM Page 17 of 20

3910.00
0.00
2025
0.32
0.0
0.00
0.03
0.00
0.0
0.03
3920.00
0.00
2007
0.32
0.0
0.00
0.03
0.00
0.0
0.03
3930.00
0.00
1989
0.31
0.0
0.00
0.03
0.00
0.0
0.03
3940.00
0.00
1971
0.31
0.0
0.00
0.03
0.00
0.0
0.03
3950.00
0.00
1953
0.31
0.0
0.00
0.03
0.00
0.0
0.03
3960.00
0.00
1935
0.31
0.0
0.00
0.03
0.00
0.0
0.03
3970.00
0.00
1918
0.30
0.0
0.00
0.03
0.00
0.0
0.03
3980.00
0.00
1900
0.30
0.0
0.00
0.03
0.00
0.0
0.03
3990.00
0.00
1883
0.30
0.0
0.00
0.03
0.00
0.0
0.03
4000.00
0.00
1866
0.30
0.0
0.00
0.03
0.00
0.0
0.03
4010.00
0.00
1849
0.30
0.0
0.00
0.03
0.00
0.0
0.03
4020.00
0.00
1832
0.29
0.0
0.00
0.03
0.00
0.0
0.03
4030.00
0.00
1815
0.29
0.0
0.00
0.03
0.00
0.0
0.03
4040.00
0.00
1798
0.29
0.0
0.00
0.03
0.00
0.0
0.03
4050.00
0.00
1782
0.29
0.0
0.00
0.03
0.00
0.0
0.03
4060.00
0.00
1766
0.29
0.0
0.00
0.03
0.00
0.0
0.03
4070.00
0.00
1750
0.28
0.0
0.00
0.03
0.00
0.0
0.03
4080.00
0.00
1734
0.28
0.0
0.00
0.03
0.00
0.0
0.03
4090.00
0.00
1718
0.28
0.0
0.00
0.03
0.00
0.0
0.03
4100.00
0.00
1702
0.28
0.0
0.00
0.03
0.00
0.0
0.03
4110.00
0.00
1687
0.28
0.0
0.00
0.03
0.00
0.0
0.03
4120.00
0.00
1671
0.27
0.0
0.00
0.03
0.00
0.0
0.03
4130.00
0.00
1656
0.27
0.0
0.00
0.03
0.00
0.0
0.03
4140.00
0.00
1641
0.27
0.0
0.00
0.02
0.00
0.0
0.02
4150.00
0.00
1626
0.27
0.0
0.00
0.02
0.00
0.0
0.02
4160.00
0.00
1611
0.27
0.0
0.00
0.02
0.00
0.0
0.02
4170.00
0.00
1596
0.26
0.0
0.00
0.02
0.00
0.0
0.02
4180.00
0.00
1582
0.26
0.0
0.00
0.02
0.00
0.0
0.02
4190.00
0.00
1567
0.26
0.0
0.00
0.02
0.00
0.0
0.02
4200.00
0.00
1553
0.26
0.0
0.00
0.02
0.00
0.0
0.02
4210.00
0.00
1539
0.26
0.0
0.00
0.02
0.00
0.0
0.02
4220.00
0.00
1525
0.25
0.0
0.00
0.02
0.00
0.0
0.02
4230.00
0.00
1512
0.25
0.0
0.00
0.02
0.00
0.0
0.02
4240.00
0.00
1498
0.25
0.0
0.00
0.02
0.00
0.0
0.02
4250.00
0.00
1484
0.25
0.0
0.00
0.02
0.00
0.0
0.02
4260.00
0.00
1471
0.25
0.0
0.00
0.02
0.00
0.0
0.02
4270.00
0.00
1458
0.25
0.0
0.00
0.02
0.00
0.0
0.02
4280.00
0.00
1445
0.24
0.0
0.00
0.02
0.00
0.0
0.02
4290.00
0.00
1432
0.24
0.0
0.00
0.02
0.00
0.0
0.02
4300.00
0.00
1420
0.24
0.0
0.00
0.02
0.00
0.0
0.02
4310.00
0.00
1407
0.24
0.0
0.00
0.02
0.00
0.0
0.02
4320.00
0.00
1395
0.24
0.0
0.00
0.02
0.00
0.0
0.02
4330.00
0.00
1383
0.24
0.0
0.00
0.02
0.00
0.0
0.02
4340.00
0.00
1372
0.23
0.0
0.00
0.02
0.00
0.0
0.02
4350.00
0.00
1360
0.23
0.0
0.00
0.02
0.00
0.0
0.02
4360.00
0.00
1349
0.23
0.0
0.00
0.02
0.00
0.0
0.02
4370.00
0.00
1338
0.23
0.0
0.00
0.02
0.00
0.0
0.02
4380.00
0.00
1327
0.23
0.0
0.00
0.02
0.00
0.0
0.02
4390.00
0.00
1316
0.23
0.0
0.00
0.02
0.00
0.0
0.02
4400.00
0.00
1305
0.23
0.0
0.00
0.02
0.00
0.0
0.02
4410.00
0.00
1295
0.22
0.0
0.00
0.02
0.00
0.0
0.02
4420.00
0.00
1285
0.22
0.0
0.00
0.02
0.00
0.0
0.02
4430.00
0.00
1275
0.22
0.0
0.00
0.02
0.00
0.0
0.02
4440.00
0.00
1265
0.22
0.0
0.00
0.02
0.00
0.0
0.02
4450.00
0.00
1255
0.22
0.0
0.00
0.02
0.00
0.0
0.02
4460.00
0.00
1246
0.22
0.0
0.00
0.02
0.00
0.0
0.02
4470.00
0.00
1236
0.22
0.0
0.00
0.02
0.00
0.0
0.02
4480.00
0.00
1227
0.21
0.0
0.00
0.02
0.00
0.0
0.02
4490.00
0.00
1218
0.21
0.0
0.00
0.01
0.00
0.0
0.01
4500.00
0.00
1209
0.21
0.0
0.00
0.01
0.00
0.0
0.01
4510.00
0.00
1200
0.21
0.0
0.00
0.01
0.00
0.0
0.01
4520.00
0.00
1192
0.21
0.0
0.00
0.01
0.00
0.0
0.01
4530.00
0.00
1183
0.21
0.0
0.00
0.01
0.00
0.0
0.01
4540.00
0.00
1175
0.21
0.0
0.00
0.01
0.00
0.0
0.01
4550.00
0.00
1166
0.21
0.0
0.00
0.01
0.00
0.0
0.01
4560.00
0.00
1158
0.21
0.0
0.00
0.01
0.00
0.0
0.01
printed: 5/13/20141055 AM Page 18 of 20

4570.00
0.00
1150
0.20
0.0
0.00
0.01
0.00
0.0
0.01
4580.00
0.00
1142
0.20
0.0
0.00
0.01
0.00
0.0
0.01
4590.00
0.00
1135
0.20
0.0
0.00
0.01
0.00
0.0
0.01
4600.00
0.00
1127
0.20
0.0
0.00
0.01
0.00
0.0
0.01
4610.00
0.00
1120
0.20
0.0
0.00
0.01
0.00
0.0
0.01
4620.00
0.00
1112
0.20
0.0
0.00
0.01
0.00
0.0
0.01
4630.00
0.00
1105
0.20
0.0
0.00
0.01
0.00
0.0
0.01
4640.00
0.00
1098
0.20
0.0
0.00
0.01
0.00
0.0
0.01
4650.00
0.00
1091
0.20
0.0
0.00
0.01
0.00
0.0
0.01
4660.00
0.00
1084
0.19
0.0
0.00
0.01
0.00
0.0
0.01
4670.00
0.00
1077
0.19
0.0
0.00
0.01
0.00
0.0
0.01
4680.00
0.00
1070
0.19
0.0
0.00
0.01
0.00
0.0
0.01
4690.00
0.00
1064
0.19
0.0
0.00
0.01
0.00
0.0
0.01
4700.00
0.00
1057
0.19
0.0
0.00
0.01
0.00
0.0
0.01
4710.00
0.00
1051
0.19
0.0
0.00
0.01
0.00
0.0
0.01
4720.00
0.00
1044
0.19
0.0
0.00
0.01
0.00
0.0
0.01
4730.00
0.00
1038
0.19
0.0
0.00
0.01
0.00
0.0
0.01
4740.00
0.00
1032
0.19
0.0
0.00
0.01
0.00
0.0
0.01
4750.00
0.00
1026
0.19
0.0
0.00
0.01
0.00
0.0
0.01
4760.00
0.00
1020
0.19
0.0
0.00
0.01
0.00
0.0
0.01
4770.00
0.00
1014
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4780.00
0.00
1008
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4790.00
0.00
1003
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4800.00
0.00
997
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4810.00
0.00
991
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4820.00
0.00
986
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4830.00
0.00
981
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4840.00
0.00
975
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4850.00
0.00
970
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4860.00
0.00
965
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4870.00
0.00
960
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4880.00
0.00
955
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4890.00
0.00
950
0.18
0.0
0.00
0.01
0.00
0.0
0.01
4900.00
0.00
945
0.17
0.0
0.00
0.01
0.00
0.0
0.01
4910.00
0.00
940
0.17
0.0
0.00
0.01
0.00
0.0
0.01
4920.00
0.00
935
0.17
0.0
0.00
0.01
0.00
0.0
0.01
4930.00
0.00
931
0.17
0.0
0.00
0.01
0.00
0.0
0.01
4940.00
0.00
926
0.17
0.0
0.00
0.01
0.00
0.0
0.01
4950.00
0.00
922
0.17
0.0
0.00
0.01
0.00
0.0
0.01
4960.00
0.00
917
0.17
0.0
0.00
0.01
0.00
0.0
0.01
4970.00
0.00
913
0.17
0.0
0.00
0.01
0.00
0.0
0.01
4980.00
0.00
908
0.17
0.0
0.00
0.01
0.00
0.0
0.01
4990.00
0.00
904
0.17
0.0
0.00
0.01
0.00
0.0
0.01
5000.00
0.00
900
0.17
0.0
0.00
0.01
0.00
0.0
0.01
5010.00
0.00
896
0.17
0.0
0.00
0.01
0.00
0.0
0.01
5020.00
0.00
891
0.17
0.0
0.00
0.01
0.00
0.0
0.01
5030.00
0.00
887
0.17
0.0
0.00
0.01
0.00
0.0
0.01
5040.00
0.00
883
0.17
0.0
0.00
0.01
0.00
0.0
0.01
5050.00
0.00
879
0.17
0.0
0.00
0.01
0.00
0.0
0.01
5060.00
0.00
876
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5070.00
0.00
872
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5080.00
0.00
868
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5090.00
0.00
864
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5100.00
0.00
860
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5110.00
0.00
857
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5120.00
0.00
853
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5130.00
0.00
850
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5140.00
0.00
846
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5150.00
0.00
843
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5160.00
0.00
839
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5170.00
0.00
836
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5180.00
0.00
832
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5190.00
0.00
829
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5200.00
0.00
826
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5210.00
0.00
823
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5220.00
0.00
819
0.16
0.0
0.00
0.01
0.00
0.0
0.01
printed: 5/13/20141055 AM Page 19 of 20

5230.00
0.00
816
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5240.00
0.00
813
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5250.00
0.00
810
0.16
0.0
0.00
0.01
0.00
0.0
0.01
5260.00
0.00
807
0.15
0.0
0.00
0.00
0.00
0.0
0.00
5270.00
0.00
804
0.15
0.0
0.00
0.00
0.00
0.0
0.00
5280.00
0.00
801
0.15
0.0
0.00
0.00
0.00
0.0
0.00
5290.00
0.00
798
0.15
0.0
0.00
0.00
0.00
0.0
0.00
printed: 5/13/20141055 AM Page 20 of 20

West Hampton Phase II Pond 42
Storm Water Control
SCS curve number
Hydraulic Soi Group :
A & B
70.3 % -A, 13.8 % -B, 12.7 % -C, 3.1 % -D
Area
SCS CN
Building (sf)
81,000
98
Pavement (sf)
53,087
98
Open space (sf)
281,676
48
Offsite -open space (sf)
25,449
48
Offsite - impervious (sf)
0
98
Total (sf)
441212
63
Total (ac)
10.13
Rational Coefficient
Predevelopment
Postdevelopment
Area
C
Area
Impervious (sf)
0
0.95
Building (sf)
81,000
Open space (sf)
441,212
0.30
Pavement (sf)
53,087
Open space (sf)
281,676
Total (ac)
441212
0.30
Offsite -open space (sf)
25,449
Total (ac)
10.13
Offsite - impervious (sf)
0
Total (ac)
441212
Total (ac)
10.13
WH Pond 2 runnoff coefficient calcs.xlsx Printed 5/13/2014

0.95
0.95
0.30
0.40
0.95
0.50
WH Pond 2 runnoff coefficient calcs.xlsx Printed 5/13/2014

West Hampton Phase II Pond 2
Storm Water Pond Volumes
Volume above permanent pool (Total)
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft)
111.4
-
-
-
105.40
111.5
8,491
425
425
0.10
112.0
10,546
4,759
5,184
0.60
112.5
11,194
5,435
10,619
1.10
113.0
11,855
5,762
16,381
1.60
113.5
12,530
6,096
22,477
2.10
114.0
13,220
6,438
28,915
2.60
114.5
13,924
6,786
35,701
3.10
115.0
14,642
7,142
42,842
3.60
Pond volume below permanent pool (Not including Forebay)
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(ft) (sf) (cf) (cf) (ft)
105.4
-
-
-
105.40
105.5
1,940
97
97
105.50
106.0
2,145
1,021
1,118
106.00
106.5
2,359
1,126
2,244
106.50
107.0
2,582
1,235
3,479
107.00
107.5
2,815
1,349
4,829
107.50
108.0
3,056
1,468
6,296
108.00
108.5
3,306
1,591
7,887
108.50
109.0
3,566
1,718
9,605
109.00
109.5
3,835
1,850
11,455
109.50
110.0
4,112
1,987
13,442
110.00
110.5
4,399
2,128
15,570
110.50
111.0
4,695
2,274
17,843
111.00
111.5
5,980
2,669
20,512
111.50
Forebay volume below permanent pool
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage (S) (Z)
(11) (sf) (efl (efl (ft)
105.4
-
-
105.40
105.5
69
3
3
105.50
106.0
146
54
57
106.00
106.5
233
95
152
106.50
107.0
329
141
292
107.00
107.5
434
191
483
107.50
108.0
548
246
729
108.00
108.5
672
305
1,034
108.50
109.0
805
369
1,403
109.00
109.5
947
438
1,841
109.50
110.0
1,099
512
2,352
110.00
110.5
1,261
590
2,942
110.50
111.0
1,431
673
3,615
111.00
111.5
2,189
905
4,520
111.50
WH Pond 2 volumes working.xls Printed 5/13/2014

West Hampton Phase 11 Pond 1
Wet Pond
Antiflotation Calculation
Input Data
Safety Factor:
1.25
Top Width of Riser (ft)
3.00
Top Length of Riser (ft)
2.00
Thickness of Riser (ft)
0.50
Thickness of Bottom of Riser (ft)
0.50
Top of Riser (ft)
101.25
Invert of Riser (ft)
98.50
Volume of Riser (cf)
14.00
Unit Weight Of Concrete (lb /cf)
150.00
Unit Weight of Water (lb /cf)
62.40
Block Height (ft)
0.00
Block Width (ft)
4.00
Block Length (ft)
3.00
Output
Fw (Uplift Force, lb)
1029.60
Fc (Weight of Concrete,lb)
2100.00
Design Volume (cf)
14.00
Design Safety Factor
2.04
Volume OK
WH pond 4 1 antiflotation.xlsx 5/13/2014

West Hampton Phase II Pond #1
Drawdown Time
Temporary storage volume =
Orifice #I diameter
Area of orifice =
Orifice #2 diameter =
Area of orifice =
Orifice Coefficient (Cd _
Orifice elevation=
Water elevation=
Driving head (H) _
Discharge (Q) _
Drawdown time =
52,135 cf
3.25 in
1
0.0576 sf
0 in
1
0.0000 sf
0.60
99.10 ft
101.18 ft
0.69 ft
0.2310 cfs
225691 s
62.7 hr
2_6 days
WH Pond #1 drawdown time. xlsx Printed 5/13/2014

West Hampton Phase II Pond #2
Wet Pond
Antiflotation Calculation
Input Data
Safety Factor:
1.25
Top Width of Riser (ft)
3.00
Top Length of Riser (ft)
2.00
Thickness of Riser (ft)
0.50
Thickness of Bottom of Riser (ft)
0.50
Top of Riser (ft)
112.80
Invert of Riser (ft)
109.75
Volume of Riser (cf)
15.20
Unit Weight Of Concrete (lb /cf)
150.00
Unit Weight of Water (lb /cf)
62.40
Block Height (ft)
0.00
Block Width (ft)
4.00
Block Length (ft)
3.00
Output
Fw (Uplift Force, lb)
1141.92
Fc (Weight of Concrete,lb)
2280.00
Design Volume (cf)
15.20
Design Safety Factor
2.00
Volume OK
WH Pond 42 antiflotation.xlsx 5/13/2014

West Hampton Phase II Pond #2
Drawdown Time
Temporary storage volume =
Orifice #I diameter
Area of orifice =
Orifice #2 diameter =
Area of orifice =
Orifice Coefficient (Cd _
Orifice elevation=
Water elevation=
Driving head (H) _
Discharge (Q) _
Drawdown time =
12,368 cf
1.75 in
1
0.0167 sf
0 in
0
0.0000 sf
0.60
111.50 ft
112.71 ft
0.40 ft
0.0511 cfs
242110 s
67.3 hr
2_8 days
WH Pond #2 drawdown time.xlsx Printed 5/13/2014