SW8980728_HISTORICAL FILE_20041103

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW M&,9 Zi�Ih
DOC TYPE ❑CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 980728 Mod.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Rawhi Saleh and Buy & Go, Inc.
Buy & Go Convenience Store
808 N. College Road, New Hanover County
FOR THE
construction, operation and maintenance of a wet detention pond in compliance with the
provisions of 15A NCAC 2H .1000 (hereafter referred to as the "stormwater rules') and
the approved stormwater management plans and specifications and other supporting
data as attached and on file with and approved by the Division of Water Quality and
considered a part of this permit.
This permit shall be effective from the date of issuance until November 3, 2014 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. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 on page 3 of this permit. This project is
permitted for 2 lots, each allowed a maximum amount of built -upon area as
follows: Lot 1 is limited to 43,300 square feet and Lot 2 is limited to 22,700
square feet.
3. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. All permitted runoff from Lot 1 and all future runoff from Lot 2 must be directed
into the forebay of the permitted wet detention pond.
Page 2of9

,
A
State Stormwater Management Systems
Permit No. SW8 980728 Mod.
The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times:
a. Drainage Area, acres: 2.92
Onsite, ft2: 121,000
Offsite, ft2: 6,100
b. Total Impervious Surfaces, ft2: 66,000
Lot 1, ft2: 43,300
Lot 2, ft2: 22,700
OffsiteI ft2: 0
c. Pond Depth, feet: 4.0
d. TSS removal efficiency: 90%
e. Design Storm: 1"
f
9-
h.
i.
j•
k.
1.
M.
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0
Permanent Pool Elevation, FMSL:
27.50
Permitted Surface Area @PP, ft2:
6,669
Permitted Storage Volume, ft3:
20,180
Storage Elevation, FMSL:
29.85
Controlling Orifice:
0.75"0 pipe
Permanent Pool Volume, ft3 ;
10,294
Forebay Volume, ft3:
1,893
Maximum Fountain Horsepower:
116
Receiving Stream 1 River Basin:
Stream Index Number:
Spring Branch 1 Cape Fear
CPF17 18-74-63-1
p. Classification of Water Body: "C Sw"
II. SCHEDULE OF COMPLIANCE
1. No homeowner/lot owner/developer shall fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the approved
stormwater management system without submitting a revision to the permit and
receiving approval from the Division.
2. The permittee is responsible for verifying that the proposed built -upon area for
the entire project, including driveways and sidewalks, does not exceed the
allowable built -upon area. Once the lot transfer is complete, the built -upon area
may not be revised without approval from the Division of Water Quality, and
responsibility for meeting the built -upon area limit is transferred to the individual
property owner.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 980728 Mod.
3. If an Architectural Review Board or Committee is required to review plans for
compliance with the BUA limit, the plans reviewed must include all proposed
built -upon area. Any approvals given by the Board do not relieve the homeowner
of the responsibility to maintain compliance with the permitted BUA limit.
4. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision, acquisition, or sale of all or part of the project area.
The project area is defined as all property owned by the permittee, for
which Sedimentation and Erosion Control Plan approval or a CAMA Major
permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
5. The Director may determine that other revisions to the project should require a
modification to the permit.
6. 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.
7. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
8. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
9. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
10. 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.
11. Permanent seeding requirements for the stormwater control must follow the
guidelines established in the North Carolina Erosion and Sediment Control
Planning and Design Manual.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 980728 Mod,
12. Prior to the sale of Lots 1 or 2, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 980728, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
The maximum built -upon area per lot is as follows: Lot 1 @43,300 square
feet and Lot 2 @22,700 square feet. The allotted amount includes any
built -upon area constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the
pavement. Built upon area includes, but is not limited to, structures,
asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas,
but does not include raised, open wood decking, or the water surface of
swimming pools.
g. Lots within CAMA's Area of Environmental Concern may be subject to a
reduction in their allowable built -upon area due to CAMA regulations.
h. All runoff on each lot must drain into the permitted system. This may be
accomplished through providing roof drain gutters which drain to the
street, grading the lot to drain toward the street, or grading perimeter
swales and directing them into the pond or street. Lots that will naturally
drain into the system are not required to provide these measures.
i. Built -upon area in excess of the total permitted amount of 66,000 square
feet will require a permit modification.
j. A separate Offsite Stormwater Management Permit Application must be
submitted to the Division of Water Quality and a permit must be issued
prior to any construction on Lot 2.
13. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling either Lot. The
recorded copy must contain all of the statements above, the signature of the
Permittee, the deed book number and page, and the stamp/signature of the
Register of Deeds.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 980728 Mod.
14. Decorative spray fountains will be allowed in the stormwater treatment system,
subject to the following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
c. The failing water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is 116
15. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The facility must be in compliance with all permit conditions. Any
items not in compliance must be repaired or replaced to design condition prior to
the transfer. Records of maintenance activities performed to date will be
required.
16. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at optimum efficiency. The approved Operation and Maintenance Plan
must be followed in its entirety and maintenance must occur at the scheduled
intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
c. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of structures, orifice, catch basins and
piping.
g. Access to all components of the system must be available at all times.
17. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
18. This permit shall become voidable unless the facilities are constructed in
accordance with the conditions of this permit, the approved plans and
specifications, and other supporting data.
19. Built upon area includes, but is not limited to, structures, asphalt, concrete,
gravel, brick, stone, slate, coquina and parking areas, but does not include
raised, open wood decking, or the water surface of swimming pools.
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event there is either a desire for the facilities to
change ownership, or there is a name change of the Permittee, a
"Name/Ownership Change Form" must be submitted to the Division of Water
Quality accompanied by appropriate documentation from the parties involved.
This may include, but is not limited to, a deed of trust, recorded deed restrictions,
Designer's Certification and a signed Operation and Maintenance plan. The
project must be in good standing with DWQ. The approval of this request will be
considered on its merits and may or may not be approved.
Page 6of9

State Stormwater Management Systems
Permit No. SW8 980728 Mod.
2. The permittee is responsible for compliance with all of the terms and conditions
of this permit until such time as the Director approves the transfer request.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances which may be imposed by
other government agencies (local, state, and federal) which have jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Permittee grants permission to staff of the DWQ to access the property for the
purposes of inspecting the stormwater facilities during normal business hours.
8. The permittee shall notify the Division of any name, ownership or mailing address
changes within 30 days.
9. A copy of the approved plans and specifications shall be maintained on file by
the Permittee for a minimum of ten years from the date of the completion of
construction.
Permit issued this the 3rd day of November 2004.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
(z Iz r �a 4 4 A K . ���
Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 980728
Page 7of9

Entity Names
Page l of l
North Carolina
Elaine F. Marshall DEPARTMENT OFTFIE
Secretary SECRETARY of STATE
Corporations
*Corporations Home
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•Other Legislation
Search
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 111212004
Click here to:
View Document Filings
Print a pre -populated Annual Report Form I File an Annual Report I
Corporation Names
Name Name Type
NC Buy & Go, Inc. Legal
Business Corporation information
4Y*�.'ilrll
Status:
Date Formed:
Citizenship:
State of Inc.:
Duration:
Registered Agent
0590016
Current -Active
5I312001
Domestic
NC
Perpetual
Agent Name: Harris, William G.
Registered Office Address: 6 Taulton Court
Durham NC 27705
Registered Mailing 6 Taulton Court
Address: Durham NC 27705
Principal Office Address: 6 Taulton Court
Durham NC 27705
Principal Mailing Address: No Address
For questions or comments about the North Carolina Secretary of State's web site, please send e-mail to Webmaster.
For questions or comments concerning the Corporations Division, please send e-mail to Corporations Administrator
Click here for help downloading forms,
http://www.secretary.state.nc.us/Corporations/soskb/Corp,asp?5333836
11 /2/2004

SOSID: 05911016
J Date Filed: 3/29/2004 9:14:00 AM
Elaine F. Marshall
North Carolina Secretary of State
CD-47S (45) Business Corporation use this form only If you 2004 089 10735
9.19603 North Carolina Annual Report Contact the N.C. Seere
Annual Report form for I
Liability Partnerships, .
Name of Corporation: BUY & GO, INC.
State of Incorporation: NC Fiscal Year Ending: 12 31 03
Month r Day r Year
Secretary of State Corp. ID Number: 0590016 Federal Employer ID Number: 562253321
IN this is the initial annual report tiling, you must complete the entire form. If your business corporation's
Information has not changed since the previous report, check the box and complete Line 7 only. —.
K. Registered agent & registered office street address: (Must be a North Carolina Address)
Name:
Street Address:
City, State, Zip Coda: County.
Z. Mailing address it different from street address:
Maiiinp Adansas:
City, Stara, Zsp Code:
1 11 registered agent changed, signature of new agent:
4. Enter principal office address and telephone number here:
Sheet Aomess:
City, State, ap Code:
5, Briefly describe the nature of business:
6. Enter name, title, and business address of principal officers here:
Complete Form CD-479A to list additional principal officers
(aignatura consattAea consent to the appointment)
Telephone:
Name: Title:
Address:
pity:- - - State: Zip:
Name: Tide:
Address:
cal- .. ----- ---- - - - -- State:
Name: Titre:
Address:
City: _ - state: - Zip:
F. Certification of annual report (Must be completed by all corporations).
Sipnatun (Fenn must be signad by an Omer of cowrpNon) Slate
r`
�c�,�� �arcc1�t.�
��- Type or Print Name C . _.._. -- - Tifla

C6
Group,,
LAND U5E EVALUATION `
CIVIL ENGINEEfZING j
CONSTRUCTION MANT
�%A%3;
TO: NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28404
ATTENTION: Linda Lewis
JUL 0 3 2003
M
Transmittal
DATE: 7/2/03
PROJECT No: 127-23
RE: RAK Properties I Wilmington LLC
N. College Road
Quantity
Drawing No.
Description
2
sets
Site Development Plans for RAK Properties / Wilmington LLC Convenience Store
2
Copies
Stormwater Calculations
1
Original
Coastal Stormwater Permit Name/Ownership Change Form
1
Copy
Warranty Deed for Current Ownership
1
Original & Copy
Stormwater Management Permit Application Form
1
Original
Wet Detention Basin Supplement
1
Check
Processing Fee $425.00
1
Copy
Previous High Density Stormwater Permit SW 8 980728
REMARKS Linda, please process the attached application. Call should you have any questions or
require additional information.
1051 Pemberton Hill Road, Suite 201 Apex, N.C. 27502 919-367-8790 voice 919-367-8791 fax
PA127 (Misce:laneous Jobs)X127-23 (Yosef, Inc. N. College Rd.)\adminlstormwater\tr07D2O3linda.doe

C6Group, fnc
LAND USE EVALUATION
CIVIL ENOINEIfRINO
CONSTRUCTION MANAGEMENT
TO: NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28404
ATTENTION: Laurie Munn
'allZ-
0,W)
DATE: 8/6/04
RECEIVED
AUG 0 9 2004
-BY;
Transmittal
PROJECT NO: 1 27-23
RE: Buy N Go
N. College Road
Quantity
Drawing No.
Description
2
sets
Site Development Plans for Buy N' Go Convenience Store
2
Copies
Stormwater Calculations
2
Copies
Revised Application — Only sheets changed
1
Memo
Response to comments.
--T
REMARKS Laurie, please process the attached application. Call should you have any questions or
require additional information.
CC: CE group, inc.
Signed AAI�
Joe Faulkner, RLA, ASLA
1051 Pemberton Hill Road, Suite 201 Apex, N.C. 27502 919-367-87 voice 919-367-8791 fax
P:1127 (Miscellaneous Jobs)1127-23 (Yosef, Inc. N, College Rd.)5permitslstormwater5tMO6D4linda.doc

C6
7AUG
EIVED Group, Inc.
4 92004 LAND USE EVALUATION
CIVIL EN GI NEEIZING CONSTRUCTION MANAGEMENT
Memorandum
To: Laurie Munn, Environmental Engineer
Cc:
From: Joe Faulkner, CE Group
Date: August 6, 2004
Re: Buy N' Go— Stormwater Project # SW8 980728 Modification
Please find listed below a summary of items in response to your comments:
1) There are no wetlands located on the site and has been noted on the site plan. See sheet #3.
2) 1" drawdown has been revised to a'/4" drawdown pipe and routing calculations modified to ensure
the water quality volume draws down between 2 and 5 days. See sheet 29 of 41 in routing
calculations.
3) The total drainage area was correct 2.92 acres but only 2.78 acres is on -site drainage. I have
included the relevant permit application revisions.
Please call should you have any questions or require additional information.
105 1 Pemberton Hill Road, Suite 201 — Apex, N.C. 27502
Voice (91 9) 3G7-8790 — Fax (9 1 9) 3G7- 8791 — Email joeRcegroupinc.corn

State .of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
May 3, 1999
Mr. Mike Wicker, President
Prime Realty, Inc.
2613 Dalrymple Street
Sanford, NC 27330
AW
IT/ AkL
A1• a
V
N-CDENVI
NORTH CAROL-INA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Permit No. SW8 980728
College Road Tract
High Density Stormwater Project
New Hanover County
Dear Mr. Wicker:
The Wilmington Regional Office received the Stormwater Management Permit Application for College Road Tract on July
21, 1998, with final information on February 16, 1999, Staff review of the plans and specifications has determined that the
project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding
Permit No. SW8 980728 dated May 3, 1999, for the construction of College Road Tract.
This permit shall be effective from the date of issuance until May 3, 2009, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the storinwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing upon written request within thirty (30) days following receipt of this perinit. This request must be in
the rot -ill of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office
of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall
be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at (910)
395-3900.
Sincerely,
, r"'11-7 a
Rick Shiver
Water Quality Regional Supervisor
RSS/arl: S:1WQSISTORMWATIPERMI`I1980728.MAY
cc: Phil Tripp, P.E.
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Linda Lewis
(Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State Stormwater Management Systems
Permit No. SW8 980728
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Prince Realty, Inc.
College Road Tract
New Hanover County
FOR THE
construction, operation and maintenance of a detention pond in compliance with the provisions of I5A NCAC 21-1 .I000
{hereafter referred to as the "vormwoler rules' and the approved stormwater management plans and specifications and other
supporting- data as attached and on file with and approved by the Division of Water Quality and considered a part of this
permit.
This permit shall be effective from the date of issuance until May 3, 2009 and shall be subject to the following; specified
conditions and limitations:
1. 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. This stormwater systern has been approved for the management of stormwater runoff as described on page 3 of this
permit, the Project Data Sheet. The stormwater control has been designed to handle the runoff from 80,491 square
feet of impervious area.
Approved plans and specifications for this project are incorporated by reference and are enforceable parts of the
permit.
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per approved plans.

State Stormwater Management Systems
Permit No. SW8 980728
r
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name:
College Road Tract
Permit Number:
SW8 980728
Location:
New Hanover County
Applicant:
Mr. Mike Wicker, President
Mailing Address:
Prime Realty, Inc.
2613 Dalrymple Street
Sanford, NC 27330
Application Date:
July 21, 1998
Receiving Stream Name/index No.:
Spring Branch (CFR 18-74-63-1)
Classification of Receiving Stream:
"C Sw"
If Class SA, chloride sampling results:
nla
Pond Depth, feet:
6.5
Permanent Pool Elevation, FNISL:
27.5
Total Impervious Surfaces, ft':
80,491
Outparcels, W
Tract 1 a 37,260; Tract 2 @37,156
Future, ft'
Tract 2-6,075
Offsite Area entering Pond, ft':
None, per Engineer
Required Surface Area, ft':
3,904
Provided Surface Area, ft':
6,343
Required Storage Volume, ft':
6,541
Provided Storage Volume, ft':
10,878
Temporary Storage Elevation, FMSL:
29
Controlling Orifice:
1.25"$ pipe
3

State Stormwater Management Systems
Permit No. SW8 980728
'.
11. SCHEDULE OF COMI'LIANCE
The stormwater management system shall be constructed in it's entirety, vegetated and operational for its intended
use prior to the construction of any built -upon surface except roads.
2. During construction, erosion shall be kept to a minimum and any eroded areas of the system will be repaired
immediately.
All connections into the stormwater system from future areas/outparcels shall be made such that short-circuiting of
the system does not occur.
4. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted stormwater
system functions at optimum efficiency. The approved Operation and Maintenance Plan must be followed in its
entirety and maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to tine outlet structure must be available at all times.
h. The vegetated filter will be kept grassed with no erosion. The spreader mechanism will be kept clear.
Records of maintenance activities must be kept and made available upon request to authorized personnel of DWQ.
The records will indicate the date, activity, name of person performing the work and what actions were taken.
6. Decorative spray fountains will not be allowed in the stormwater management system.
7. The facilities shall be constructed as shown on the approved plans. This permit shall become voidable unless the
facilities are constructed in accordance with the conditions ofthis permit, the approved plans and specifications, and
other supporting data.
Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation of this
permitted facility, a certification must be received from an appropriate designer for the system installed certifying
that the permitted facility has been installed in accordance with this permit, the approved plans and specifications,
and other supporting documentation. Any deviations from the approved plans and specifications must be noted on
the Certification.
9. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a minimum of ten
years from the date of the completion of construction.
10. Prior to the sale of any portion of the property, an accesslmaintenance easement to the stormwater facilities shall be
granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale of any portion of
the property.
11. The permittee is responsible for verifying that the proposed built -upon area does not exceed the allowable built -upon
area.
12. If tine 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.
S

State Stormwater Management Systems
Permit No. SW8 980728
13. Deed restrictions must be recorded prior to the sale of any outparcel or future area shown on the approved plans to
ensure that future owners are made aware of the built -upon area limitations. The following statements must be
recorded:
"To ensure continued compliance with the NC Division of Water Quality Stormwater Management Permit
Regulations, 15A NCAC 2N.1000, the built -upon area is limited as follows: Tract 1 is limited to 37,260 ft',
Tract 2 is limited to 37,156 ft', and the Future Area for Tract 2 is limited to 6,075 W, as shown on the
approved plans. Builtt-upon area includes that portion of the right-of-way between the front lot line and the
edge of the pavement, structures, pavement, walkways of brick, stone, slate, but not including wood decking
or the water surface of swimming pools."
"All built -upon area from the tracts and future area must be directed into the permitted stormwater control
system."
"Additional built -upon area in excess of the perrnitted amount will require a permit modification."
"The connection into the stormwater control shall be made such that short-circuiting of the system does not
occur,"
14. A copy of the recorded deed restrictions must be submitted to the DWQ within 30 days of the date of the recording.
The recorded copy must be signed by the perm ittee, dated, stamped with the deed book number and page, and bear
the stamp of the Register of Deeds.
15. The following items will require a modification to the permit:
I Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification to the permit.
M6 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. In the event there is a desire for the facilities to change ownership, or there is a name
change of the Permittee, a formal permit request must be submitted to the Division of Water.Quality accompanied
by an application fee, documentation from the parties involved, and other supporting materials as may be appropriate.
The approval ofthis request will be considered on its merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to enforcement
action by the Division of Water Quality, in accordance with North Carolina General Statute 143-215.6A to 143-
215.6C.

State Stormwater Management Systems
Permit No. SW8 980728
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes, rules,
regulations, or ordinances which maybe imposed by other government agencies (local, state, and federal) which have
jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions, the
Permittee shall take immediate corrective action, including those as may be required by this Division, such as the
construction of additional or replacement stormwater management systems.
5. The perinittee grants DENR Staff permission to enter the property for the purpose of inspecting all components of
the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 3rd day of May, 1999.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Env iroil mentaI Management Commission
Permit Number SW8 980728
n

State Stormwater Management Systems
Permit No. SW8 980728
College Road "tracts
Stormwater Permit No. SW8 980728
New Hanover County
Engineer's Certification
1, , as a duly registered Professional Engineer in the State of North Carolina,
having been authorized to observe (periodically/weekly/full time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the best of illy abilities, due care and
diligence was used in the observation of the project construction such that the construction was observed to be built within
substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
7

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an anginal
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
!„ Prime Realty, Inc. _
2. Print Owner/Signing Official's name and title (the person who is legally responsible for the facility and
its compliance):
Mike Wicker, President
3. Mailing Address for person listed in item 2 above:
2613 Dalrymple St. _
City: Sanford T State: NC Zip: 27330
Telephone Number: (919) 7744242
4. Project Name (subdivision, facility, or establishment name — should be consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
College Road Tract
5. Location of Facility (street address):
City: Wilmington County: New Hanover
6. Directions to facility (from nearest major intersection):
5001f South from the intersection of NC 132 and SR 2022
7. Latitude : 348 15' 45" N_ Longitude: 778 52' 0" W of facility
8. Contact person who can answer questions about the facility:
Name: Mike Wicker Telephone Number: _(919) 774-4242
H. PERMIT INFORMATION:
1. Specify whether project is (check one): X New Renewal Modification
2. If this application is being submitted as the result of a renewal or modification to an existing permit, list
The existing permit number and its issue date (if known)
Form SWU-101 January 1998 Page 1 of 4

r
3. Specify the type of project (check one)
Low Density __2L High Density Redevelop General Permit Other
4, Additional Project Requirements (check applicable blanks):
CAMA Major X Sedimentation/Erosion Control 404 Permit
Ill. PROJECT INFORMATION
In the space provided below, summarize how stormwater will be treated. Also attach a detailed
narrative (one to two pages) describing stormwater management for the project.
Stormwater will be treated with a wet detention pond
2. Stormwater runoff from this project drains to the Cave Fear River basin.
3. Total Project Area: 2.78_ acres 4. Project Built Upon Area: 66.5 %.
5. How many drainage basins does the project have? 1
6. Complete the following information for each drainage basin. If there are more than two drainage basins
in the project, attach an additional sheet with the information for each basin provided in the same format
as below.
x,A i" Infof [atton:
i '•i' G �a 1R 1
I � �'al k � k ff „ ✓
Receiving Stream Name
Spring Branch
Receiving Stream Class
C-SW
Drainage Basin Area
2.78 AC.
Existing Impervious * Area
0 AC.
Proposed Impervious * Area
1.85 AC.
%, Impervious* Area (total)
66.5 %
Iirt t;rvtoust ` S06a NE x
� �D�� orBasi 1.
Drama � BaSin{2� ,
On -site Buildings
11,720 SF.
On -site Streets
0 SF.
On -site Sidewalks
3,356 SF.
On -site Parking
59,340 SF.
Other on -site
6,075 SF.
Off -site
0 SF.
Total:
E= 80,491 SF._
* Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking
areas sidewalks, gravel areas, etc.
7. How was the off -site impervious area listed above derived'? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded.
Farm SWU-101 January 1998 Page 2 of 4

By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the State, and that they will be recorded prior to the sale of any lot.
V. AGENT AUTHORIZATION
If you wish to designate submittal authority to another individual or firm so that they may provide information
on your behalf, please complete this section:
Designated agent (individual or firm): Tripp Engineering, P.C.
Mailing Address: 507 Chestnut Street
City. Wilmington State: NC Zip: 28401
Phone: _(9]0) 763-5100 Fax: _ [phone]
VII. SUBMITTAL REQUIREMENTS
This application package will not be accepted by the Division of Water Quality unless all of the applicable
items are included with the submittal.
Please indicate that you have provided the following required information by signing your initials in the
space provided next to each item.
Applicant's Initials
• Original and one copy of the Stormwater Management Permit Application Form C-c7e--
• One copy of the applicable Supplement Form(s) for each BMP (see Attachment A) Ctx
• Permit application processing fee (see Attachment A) 02-c ^_
• Detailed narrative description of stormwater treatment/management e nc .
• Two copies of plans and specifications, including:
- Development/Project name
- Engineer and firm
Legend
- North arrow
Scale
Revision number and date
Mean high water line
Dimensioned property/project boundary
Location map with named streets or NCSR numbers
Original contours, proposed contours, spot elevations
Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter
- Wetlands delineated, or a note on plans that none exist
Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
Drainage basins delineated
Vegetated buffers (where required)
VI. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Mike Wicker , certify
that the information included on this permit application form is correct, that the project will be constructed in
conformance with the approved plans, that the deed restrictions in accordance with Attachment A of this form
will be recorded with all required permit conditions, and that to the best of my knowledge, the proposed project
complies with the requirements of 15A NCAC 2H .1000.
Signatu
Title: L
Form SWU-101 January 1998 Page 3 of 4
Date: (a— Z'2-1

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

Permit No.
(to be provided by DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWQ Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin supplement for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a signed and
notarized operation and maintenance agreement.
1. PROJECT INFORMATION (please complete the following information):
Project Name: College Road Tracts
Contact Person: _Phillip G. TriPp, P. E. Phone Number: 910 7635100
For projects with multiple basins, specify which basin this worksheet applies to: NIA
Basin Bottom Elevation —27.5 ft. (elevation of the orifice)
Temporary Pool Elevation 29.0 ft. (elevation of the discharge structure overflow)
Permanent Pool Surface Area 6.343 _ sq.ft.
Drainage Area 2.78_ ac.
Impervious Area 1.85 ac.
Permanent Pool Volume _ 20,615 _ cu.ft,
Temporary Pool Volume _ 10,878 cu.ft.
Forebay Volume __ 4,140 cu.ft.
SA/DAI used .0320
Diameter of Orifice 1.25 , in.
Design TSS Removal 90 %
U. REQUIRED ITEMS CHECKLIST
(water surface area at the orifice elevation)
(on -site and off -site drainage to the basin)
(on -site and off -site drainage to the basin)
(combined volume of main basin and forebay)
(volume detained above the permanent pool)
(surface area to drainage area ratio)
(85% TSS removal required, see item k below)
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008.
Initial in the space provided to indicate the following design requirements have been met and supporting
documentation is attached. If the applicant has designated an agent in the Stormwater Management Permit
Application Form, the agent may initial below. If a requirement has not been met, attach justification.
Form SWU-102 Rev 1/January 1998 Page 1 of 3

Applicants Initials
a. The temporary pool controls runoff from the 1 inch storm event.
G'C�C b. The basin length to width ratio is greater than 3:1.
ctjG _ c. The basin side slopes above the permanent pool are no steeper than 3:1.
— d. A submerged and vegetated perimeter shelf at less than 6:1 is provided (show detail).
G»C_ e. Vegetation above the permanent pool elevation is specified.
f. An emergency drain is provided to empty the basin.
g. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
h. The temporary pool draws down in 2 to 5 days.
C_1;7f, i. A trash rack is provided for both the overflow and orifice.
(ff';Y_ j. The forebay volume is approximately equal to 20% of the total basin volume.
Cry k. Sediment storage is provided in the permanent pool.
I. A 30-foot vegetative filter is provided at the outlet2 (include erosive flow calculations).
m. Recorded drainage easement for each basin including access to nearest right-of-way.
Cps n. A site specific operation and maintenance (O & M) plan is provided.
o. A vegetation management/mowing schedule is provided in the O & M plan.
p. Semi-annual inspections are specified in the O & M plan.
CjG _— q. A debris check to be performed after every storm event is specified in the O & M plan.
[�G r. Specific clean -out benchmarks are specified in the O & M plan (elevation or depth).
C s. A legally responsible party is designated in the O & M plan3 (include name and title).
C� t. If the basin is used for sediment and erosion control during construction, clean out of the
basin is specified to be performed prior to use as a wet detention basin.
Footnotes:
When using the Division SA/DA tables, the correct SAIDA ratio for permanent pool sizing should be computed based upon the
actual impervious %and permanent pool depth. Linear interpolation should be employed to determine the correct value for non-
standard table entries.
2 The requirement for a vegetative filter may be waived if the wet detention basin is designed to meet 90%TSS removal.
3 The legally responsible party should not be a homeowners association unless more than 50% of the lots have been sold and a
resident of the subdivision has been named the president.
,,+, l k Iy( r Z- 7 4\T Co .5 'IMP \ALtTH `3oVo
Form SWU-102 Rev Wanuary 1998 Page 2 of 3

POND MAINTENANCE REQUIREMENTS
Project Name: College Road Tract Project No.
Responsible Party: Mike Wicker Phone No. '-"(IA
Address: 2613 Dalrymple St., Sanford, NC 27330
I. Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear the orifice of any obstructions. If -a pump is used as the drawdown
mechanism, pimp operation will be checked. A log of test runs of the pump will be kept
on site and made available to DEM personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded
areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, the filter will be checked for sediment
accumulation, trash accumulation, erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
11. Quarterly:
A. Inspect the collection system (i.e. catch basins, piping, grassed swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and
piping will be checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting, riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
11I. Semi-annually:
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. The pond depth will be checked at various points. Sediment removal is required when the
depth is reduced to 75% of original forebay design of 2,15 .
C. Grassed swales, including the vegetated filter if applicable, will be reseeded twice a year as
necessary.

POND MAINTENANCE REQUIREMENTS
PAGE 2
------------------------------------
IV, Annually (Once a year)
A. The pond depth will be checked at various points. Sediment removal is required when the
depth is reduced to 75% of the original design depth or 3', whichever is greater. Design
depth is CQ - 5 T�:-T `, measured vertically from the orifice down to the pond's bottom.
Sediment must be removed to at least the original design depth.
V. General:
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be removed when
they cover more than '/2 the surface area of the pond.
C. The orifice/pump is designed to draw down the pond in 2-5 days. If drawdown is not
accomplished in that time, the system will be checked for clogging. The source of the
clogging will be found and eliminated.
D. All components of the detention pond system will be kept in good working order. Repair
or replacement components will meet the original design specifications as per the approved
stormwater plan,
VI. Special Requirements:
1, Mike Wicker _ _ , hereby acknowledge that I am the financially
responsible party for maintenance of this detention pond. I will perform the maintenance as outlined
above, as part of the Certification o Compliance with Stormwater Regulations received for this project.
Signature: Date:
DA/arl: S:IWQSISTORMWATIFORMSIO&M-POND.FOR

TRIPP ENGINEERING, P.C.
419 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • FAX: [phone]
February 12, 1999
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: College Road Tracts
New Hanover County
SW Project SW8 980728
Dear Linda:
FEB 16 1999
BY:
We enclose two (2) sets of revised plans and (2) sets of calculations. In reference to your
January 25, 1997 correspondence, we offer the following:
1. The original page has been provided.
2. The pondlforebay detail has been modified to match supplement, and plan.
3. A new original application has been provided.
4. New calculations are provided with all applications to coincide.
Please review for approval and contact us with questions or comments. Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier E.I.
Enc.

State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
January 25, 1999
Mr. Charles Cazier
Tripp Engineering
507 Chestnut Street
Wilmington, NC 28401
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANp NATbRAL RESOURc Es
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980728
College Road Tract
New Hanover County
Dear Mr. Cazier:
The Wilmington Regional Office received the previously requested information for the Stormwater
Management Permit Application for College Road Tract on November 20, 1998. A preliminary review of that
information has determined that the application is not complete. The following information is needed to continue
the stormwater review:
Please return page 4 of the application with each Tract's BUA limited. No page 4 was returned
with the submittal, as indicated in your cover letter.
2. The flood pool elevation on the pond/forebay detail shows elevation 29.5. Please revise to 29 to
agree with the outlet detail, supplement sheet, and calculations.
3. Please provide the original signed application.
4. The surface area of the pond has been increased to 162 x 42, but the calculations still use the
previous submittal numbers. Please revise the calculations to reflect the correct surface areas.
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to February 25, 1999, or the application will be
returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the
application fee. The Division is allowed 90 days from the receipt of a completed application to issue the permit. If
you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
�
Ms. Linda Lewis
Environmental Engineer
RSS/arl: S:1WQSISTORMWATIADDINF01980728.JAN
cc: Linda Lewis
Mike Wicker
Central Files
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

Stormwater Narrative
July 20, 1998
Re:. College Road Tract
New Hanover County
TE 97074
Tract l and tract 2 of the College Road Tracts are to be cleared and graded for the
construction of two (2) commercial buildings and one (1) possible future commercial
building.
Tract I contains a gas station of 2,700 sf, asphalt parking of 23,760 sf, concrete
sidewalk, etc. of 5,720 sf, and a possible 15,2800 future building area_ The dumpster and
carwash areas are included in this square footage.
Tract 2 contains a fast food building of 3,700 sf, asphalt parking of 32,000 sf and 2,922
sf of concrete sidewalks, etc.
Runoff from all areas will be routed to a proposed detention. Allowable impervious for
this site is approximately 73% impervious. This percentage is within allowable limits.

TRIPP ENGINEERING, P.C.
507 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • Fax: [phone]
November 16, 1998
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: College Road Tract
SW8 980728
New Hanover County, NC
TE 97074
Dear Linda:
NOV 2 0 1998
In response to your correspondence dated October 9, 1998, we offer the
following:
1. We have included the forebay in the overall permanent pool dimensions.
2. Shown on Attachment "A" are restrictions to the BUA of each site per your request.
3. Calculations for a new pond have been provided. A new location and size have been
provided. This will use a 1.25" orifice.
4. We have relabeled the pond and forebay detail.
5. Access has been provided for pond.
6. A 3:1 ratio has been provided with this new revision.
7. Dimensions have been provided.
8. Topography has been provided.
Please review for approval and contact us with questions or comments, or if you
require additional information. Thank you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E.I.
CDC jss

OCT. -14' 98(WED) 12: 11
NC DENR
TEL:[phone]
P. 001
TRANSACTION REPORT
Transmission
Transaction(s) completed
NO. TX DATE/TIME DESTINATION
057 OCT,14 12:10 9107635631
DURATION
POS.
RESULT
MODE
0° 00' 43"
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N ECM
State of North Carolina
Department of Environtuent and Natl.tral Resources
Wilmington Regional Office
James B. Hunt, Governor
Wayne McDevitt, Secretary
FAX COVER SHEET
Date: No. Of Pages:
To: -Me5 UZZW From. L.MJe,
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FAX #:_ rlCo SG ? 'AX#: Q a� Zaa4
127 Cardinal Drive Extension, Wilmington, N.C.2340.3845 Telephone [phone] Fax [phone]
An Equal OpporwniryAll"irmativeAction Employer

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State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
October 9, 1998
Mr. Charles Cazier
Tripp Engineering
507 Chestnut Street
Wilmington, NC 28401
` • •
NCDEiTR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCEs
Subject: ACKNOWLEDGEMENT OF RECEIPT AND
REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980728
College Road Tract
New Hanover County
Dear Mr. Cazier:
The Wilmington Regional Office received a Stormwater Management Permit Application for College
Road Tract on July 21, 1998. A preliminary review of that information has determined that the application
is not complete. The following information is needed to continue the stormwater review:
/ 1. Please include the forebay in the overall permanent pool dimensions.
2. Please place restrictions on the built -upon area for each tract on Attachment A, in case the
tract is sold.
3. The 1.5" orifice is outside of the specified range, albeit just slightly. Please reduce the
diameter to between .98°and 1.47", ie., 1" to 13/8" in standard sizes.
4. Please note that what is referred to on the detail sheet as the forebay section is actually the
pond and forebay section. Please label appropriately on all future projects.
5. Locate the pond in a recorded access/drainage easement.
6. Please redesign the pond to provide a 3:1 length to width ratio, as indicated on the supplement
form requirements. Currently, less than 2:1 is provided.
1/ 7. Please add dimensions for the parking area. You have provided sufficient dimensions for
locating the building, but the parking lot is lacking.
✓8. Please provide the existing topography for the site.
127 Cardinal Dr. Ext., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Cazier
October 9, 1998
Stormwater Project No. SW8 980728
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to November 9, 1998, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
Ms. Linda Lewis
Environmental Engineer
RSSlarl: S:IWQSISTORMWATIADDINFO1980728.00T
cc: Linda Lewis
Mike Wicker
Central Files
U

ATTACHMENT A
1. Deed Restriction Language
The follolving statement must be recorded for all low density projects and for all projects that involve the
subdivision and selling of lots or outparcels:
1. No more than square feet of any lot, including that portion of the right-of-way between the
edge of pavement and the front lot line, shall be covered by impervious structures including asphalt,
gravel, concrete. brick. stone, slate or similar material but not including wood decking or the
surface of swimming pools. This covenant is intended to insure continued compliance with the
stormwater permit issued by the State of North Carolina. The covenant . may not be changed or
deleted without the consent of the State.
2. No one may fill in, pipe, or alter any roadside swale except as necessary to provide a minimum
driveway crossing.
NOTE: If lot sizes van, significantly, the owner/developer must provide an attachment listing each lot
number, size and the allowable built upon area for each lot.
For commercial projects that have outparcels or future development, the following statements must also be
recorded:
3. The connection from the outparcel orfiiture area into the stormwater system must be made into the
forebay such that short-circuiting of the system does not occur.
4. All built -upon area from the outparcel or future development must be directed into the permitted
stormwater control system.
5. Built -upon area in excess of the permitted amount will require a permit modification prior to
construction.
For curb outlet systems, the following statement in addition to items 1 and 2 above must berecorded:
6. No one may pipe. _fill in or alter any designated 100 foot long grassed Swale used to meet the
requirements ofNCAC 2H.1008(g).
Supplement Forms
The applicable supplement form(s) listed below must be submitted for each BMP specified for this project:
Form SWU-102
Wet Detention Basin Supplement
Form SWU-103
Infiltration Basin Supplement
Form SWU-104
Loss Density Supplement
Form SWU-105
Curb Outlet System Supplement
Form SWU-106
Off -Site System Supplement
Form SWU-107
Underground Infiltration Trench Supplement
Form SWU-108
Neuse River Basin Nutrient Management Strategy Supplement
3. Permit Application Fees (check made payable to NCDENR and submitted to the appropriate
Regional Office)
Tape of Permit
Low Densitv
High Density
Other
Directors Certification
General Permit
Form S WU-10 1 Janwiry 1998
New, Modification. or
Late Renewal
$225
$385
$225
$350
$ 50
Page 4 of 4
Timely Renewal Without
Modification
n/a
$225
n/a
n/a
n/a

TRIPP ENGINEERING, P.C.
507 Chestnut Street
Wilmington, North Carolina 28401
Phone: [phone] • Fax: [phone]
July 20, 1998
NCDENR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: College Road Tract
New Hanover County, NC
TE No. 97074
Dear Linda:
RECEIVIED JUL t 1 1
Enclosed please find two (2) sets of plans, one (1) signed original and one (1)
copy of the application form including narrative, one (1) O & M, one (1) wet detention
supplement, two (2) sets of sealed calculations and one (1) check to cover the application
fee.
Please review for approval and contact us with any questions or comments. Thank
you.
Sincerely,
Tripp Engineering, P.C.
Charles D. Cazier, E.I.T.
CDC:jss
Enc.

; ; I - -�t-
.W; 1-,. 1, "

t By: CE GROUP INC;
919 367 B791 Aug-6-04 11:33AM; Page 1/1
Ce Group, V.
LAND U51= EVALUATION:
CIVIL ENOINEI=RING:
CONSTRUCTION MANAGEMENT
Fax Transmittal
To: Laurie Munn Fax: [phone]
From: Joe Faulkner Cc:
Re: Buy N' Go-- SW8 930728 Modification Pages: I
Date: August 6, 2004 Job #: NIA
IF YOU DO NOT RECEIVE THIS DOCUMENT CLEARLY, PLEASE CALL [phone]
0 This is your on inal coy ❑ Original Copy to be maW
NOTES:
Laurie,
You should be receiving revised plans fbr this development Monday morning. Sony for the delay.
and thank you for your help with this matter.
105 1 Pemberton Hill Road, 5uite 201 Apex, N.C. 27502
voice (9 1 9) 367-8790 - fax [phone] • email joe@c"roupinc,com

e
FILE MODS
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356 MEMORYTX
* * * COMMUNICATION RESULT REPORT ( APR.30.2804
OPTION
ADDRESS(GROUP)
—
89193678791
P. 1
6:19AM )
TTI NCDENR WIRO:r
RESULT PAGE
---------------
OK P. 1/1
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL E-2) BUSY
E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION
p \NA Michael F, Easley, Governor
O� William G, {toss Jr., Secretary
- North Carollna Department of Environment and Natural Resources
_.� Alan
�slor
DIlop of WaterQuality
Coleen H. Sullins, Deputy Dlreotar
❑mslon of Water Quality
FAX COVER SHEET
D6te: April 30, 2004 No. of Pages: 1
To: Joe Faulkner From: Laurie Munn
Cd,mpany: CE Group Water Quality Section - Stormwater
FAX #. [phone] FAX # [phone]
Phone # [phone]
DV40 Stormwater Project Number; SW8 980728 Modification
Project Name: Buy & Go Inc. Convenience Store
MESSAGE:
Mr. Faulkner,
I have reviewed the information that you resubmitted on March 10, 2004. Please
address the following comments:
1. All of the plans for a high density development must be sealed by a professional
engineer.
2. Your letter states that the wetland note is on the Site Plan. but I can't find it.

,- o�o� warERpG
4 'C
Date: April 30, 2004
To: Joe Faulkner
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
FAX COVER SHEET
No. of Pages: 1
From: Laurie Munn
Alan W. Klimek, P.E.,Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
Company: CE Group Water Quality Section - Stormwater
FAX #: [phone] FAX # [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 980728 Modification
Project Name: Buy & Go Inc. Convenience Store
MESSAGE:
Mr. Faulkner,
I have reviewed the information that you resubmitted on March 10, 2004. Please
address the following comments:
1. All of the plans for a high density development must be sealed by a professional
engineer.
2. Your letter states that the wetland note is on the Site Plan, but I can't find it.
Please let me know where it is.
3. The drainage delineation shows that the Fast Fare development is in the
drainage area for this project, but it isn't included in the pond calculations or as
off -site drainage on the application. Please revise the calculations and
application to reflect the Fast Fare drainage. If the 2.92 acres does include the
Fast Fare, revise the application to show the actual project area as being less
than the 2.92 acres and keep the drainage area at 2.92 acres — assuming this is
correct.
4. The pond is drawing down too quickly. When sizing the orifice, the volume of
water that should be drawn down over 2-5 days is the volume of runoff generated
from the 15t inch, not the entire volume that the pond can hold. If the entire
volume is used, the list inch leaves the pond too quickly and sufficient settling
does not occur.
Please call me if you have any questions.
Laurie
S:IWQSISTORMWATIADDINF0120041980728MOD.apr04
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone]
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax
Customer Service
1 800 623-7748
lh
I NR

P. 1
COMMUNICATION RESULT REPORT ( MAR. 9.2004 10109AM 7
-' TTI NCDENR WIRO
{' RESULT PAGE
FILE MODE OPTION ADDRESS (GROUP) _ _ _
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--------------------------------------------------------------------- -- -- ------------ --
624 MEMORY TX89193678791 OK P. 1/1
— —PERSON FOR ERROR _— E-1) HANG UP OR LINE FAIL E_-2) BUSY
FACSIMILE
E-3) NO ANSWER CONNECTION
l
Q WA Michael F. Easley, Governor
(i William G. Ross Jr., Secretary
0 North Carolina Department of Environment and Natural Resources
> y Alan W. Klimek, P.E.,Cllrector
Division of Water Quailty
Coleen H. Sullins, Deputy Director
DMslon of Water Quality
FAX COVER SHEET
bate; March 9, 2004 No. of Pages: 1
To: Joe Faulkner From: Laurie Munn
Company: CE Group, Inc. Water Quality Section - Stormwater
FAX #: [phone] FAX ## [phone]
Phone # [phone]
I)WQ Stormwater Project Number: SW8 980728
Project Name: Rak Properties Convenience Store
IV USAGE:
Mr. ; Faulkner
Plese provide a status report for Rak Properties Convenience Store. The last correspondence
for Rak properties Convenience Store was August 6, 2003. If a formal request for additional
time is not made by March 15, 2004, the project will be returned and the $420 fee will be
forfeited, Please let me know if you need additional time.
Please call me if you have any questions.
T

OF WA7-F9 Michael F. Easley, Governor
�� pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Uac
Alan W. Klimek, P.E.,Director
p -C Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
FAX COVER SHEET
Date: March 9, 2004 No. of Pages: l
To: Joe Faulkner From: Laurie Munn
Company: CE Group, Inc. Water Quality Section - Stormwater
FAX #: [phone] FAX [phone]
Phone # [phone]
DWQ Stormwater Project Number: SW8 980728
Project Name: Rak Properties Convenience Store
MESSAGE:
Mr. Faulkner
Please provide a status report for Rak Properties Convenience Store. Tile last correspondence
for Rak Properties Convenience Store was August 6, 2003. if a formal request for additional
time is not made by March 15, 2004, the project will be returned and the $420 fee will be
forfeited. Please let me know if you need additional time.
Please call me if you have any questions.
Laurie Munn
- �a
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service *:�i
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] NCDENR

C6
Group, inc
LAND USE EVALUATION
CIVIL ENGINEE2ING
CONSTRUCTION MANAGEMENT
Memorandum
To: Laurie Munn, Environmental Engineer
Cc:
From: Joe Faulkner, CE Group
Date: March 9, 2004
Re: RAK Properties— Stormwater Project # SW8 980728 Modification
We had to work out some driveway issues with NCDOT, so there are some additional changes to the
plans outside of your comments. Please find listed below a summary of items in response to your
comments:
1) There are no wetlands located on the site and has been noted on the site plan.
2) Slopes and elevation for the forebay has been added to the detail on sheet 810.
3) Vegetation notes have been added to detail on sheet# 10.
4) Building dimension have been added to site plan sheet #3.
5) Drainage area delineation has been added to grading plan sheet 94.
6) Permanent pool contour dimensions have been added to grading plan sheet#4.
7) Grading plan, Erosion Control Plan, and detail sheets have been revised to depict the proper pipe
elevations.
8) The pond allowable impervious area has been revised along with the pond storage calculations to
provide for 90% TSS removal.
9) Forebay volume have been revised.
10) Section III, item 4 has been revised as requested and attached.
1 l) The average head calculation has been checked and shown on storage calculation sheet.
In addition to the above changes the owner has changed the name of the company that will be owning
and operating this site. I have provided revised application reflecting the new information. Please call
Should you have any questions or require additional information.
105 1 Pemberton Hill Road, 5urte 201 — Apex, N.G. 27502
Voice (9 1 9) 367-6790 — Fax [phone] — Email ioefteeciroupinc.eom

C6
Group, Inc
LAND USE EVALUATION
CIVIL ENGINEERING
CONSTRUCTION MANAGEMENT
TO: NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, N.C. 28404
ATTENTION: Laurie Munn
RECEIVED
MAR A 0 2904
DWQ
Qg03 #
Transmittal
DATE: 3/09/04
PROJECT NO: 127-23
RE: RAK Properties / Wilmington LLC
N. College Road
Quantity
Drawing No.
Description
2
sets
Site Development Plans for RAK Properties 1 Wilmington LLC Convenience Store
2
Copies
Stormwater Calculations
1
Original
Coastal Stormwater Permit Name/Ownership Change Form
1
Copy
Warranty Deed for Current Ownership
1
Original & Copy
Stormwater Management Permit Application Form
1
Original
Wet Detention Basin Supplement
1
Copy
Previous High Density Stormwater Permit SW 8 980728
1
Copy
Comments dated 816103
REMARKS Laurie, please process the attached application. Call should you have any questions or
require additional information.
cc
Signed
CE Group, inc.
Joe Faulkner, RLA, ASLA
1051 Pemberton Hill Road, Suite 201 Apex, N.C. 27502 919-367-8790 voice 919-367-8791 fax
PM27 (Miscellaneous Jobs(4127.23 (Yosef, Inc. N. College Rd.}lpermiislslormwate6trC30903linda.doc

o�WAr�,�
Q
Michael F. Easley, Governor
llliam G. Ross, Jr., Secretary
North Car4a Department of Env] meet and Natural Resources
Alan W. KJImek. P,E., Director
Dlvislon of Water Quality
Wllminglon Regional Office
I
S WATER QU TY $EUjMRWT OCTION I CHANGEWNERSER FORM
I. CURRENT PEWUIT MORMATION: i
1. Storrnwater Management Permit Number: 5W8 980725 '
2. Permit Holdez?s name: Prime Realty, Inc.
I
3. SigningofficW'snatne: Mike Wicker .� Title Pre50ent
(Perron lepllyraspanrii�e Jbr4a�init) .
4. Mailingaddress: P.O. Drawer 2707 _City. Sanford
State: N.C. zfpCode: 27330 Phcrne. 9) 9-774-4242 • gqx
(Ares Cope rod N(AT= Codo rfid Nurriber) i
Ih NEW OWNPjR 1 PROJECT 1 ADDRESS INFORMATIO IN ;
I. This request is for. (ptew ebxk au tha! rppy)
X :a: Change in ownership oft.eproperty/companyOlease completelte= #2, #3,
and #4 below)
r'
b. Name change of project (Please complete Item1#5 below)
C. Mailing address change (Please complete Item #4 below)
d. Other (please explain.)
2. New owner's frame to be put on permitl RAK Properties, Inc.
3. New owner's sIgningofficial's name anddtle: Khalid 5aleeh
(Pmon QTY responsible for permit)
Manager _ _-
(Tl*)
4. New Mailing address: P.O. Box 5 1965 City Durham
State: N • C. Zip Cade: 27717 Phoned 919-730-5730 1 X 9 19-730-•753 1
(Ales Coda ar4 Number) (A=4 Code and Nurnba)
5. New Project Name to be placedonpermif KAK Properties Convenience 5tore
• I
i
Pag$ 1 of 2

'77

r
PERMIT NAME/OWAItsRM CH +►NGE FORM
THIS APPLICATI N PACKAGE WILL OT BE ACCPPTY' BY THE DIVISION[ OF
WATER QUALITY"LESS ALL OE' APPLICABLE ITEE,IIS LISTED BELOW ARE
INCLUDED WITH THE SUBMITTAL. i
i
REQUIRED ITEMS:
1. This completea forth.
2. Legal documeptation of the transfer of ownership.
3. A copy of the tecorded deed restrictionj, if rewired by the peonit.
4. The engineer'l certMeation, if required,by the permit.
5. A signed Oper�tion and Maintenance plAn, if a system that requires maintenance will change
owttiership. ,
b. Maintenance records.
CERTIFICATION la�C ST BE COMPLETIJD AND SIGNED BI(' `BO H THE CURRENT
PERMIT HOLDER AND THE NEW APPLICANT IN THE CME OF A CHANGE OF
OWNERSHIP.
FORNAME CHANGES, COMPLETE ANIISIGN ONLYTHE CPMNTPERMITTEE'S
CERTIFICATION.,
Current Permittee's Certification:
I, Mike Wicker ajin
tdWthis application for a name/ownei�ship change
has been reviews an xs accurate and compleo the best ofmyknow ledge. I understaiid,that if all
required arts of this a plicatiion are not comted and that if all reqt}'u' 'ed supporting Information
and attachments are n t included, this plicpackage will be retiirried as incomplete.
Signature: T Date:
New Applicant's Ce#ification: {Must be coTmIstodibr Q mrt fin ofownembip}
I
fr i9Z. /D 'S�L E N , att
been reviewe4 and is accurate and complete to
required parts of this application are; not compl
and attachments are ndt included, this applicati
Signature;
that this appIication ''or an ownership change has
c best of my know! dge. I understand that if all
d and that if all reglred supporting information
package will be r�*ed as incomplete.
Date. SA L e
THE COMPLETED APPLICATION PA KAGE, INCLUDING ALL SUPPORTING
INFORMATION A> D MATERIALS, SAOULD BE SENT rO THE LLOWING
ADDRESS:
North Carolina Department of E avironment and Natural Resources
Division of Water Quality .
127 Cardinal Drive Extension
Wilmington, NC 28405
ATTN: I inda Lewis
Pagj:2 of 2

*1
O� NIAT�9 Michael F. Easley, Governor
O� QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
CIO
Alan W. Klimek, P.E.,Director
p Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
August 6, 2003
Mr. Khalid Saleh, Manager
Rak Properties/Wilmington LLC
P.O. Box 51965
Durham, NC 27717
Subject: REQUEST FOR ADDITIONAL INFORMATION
Stormwater Project No. SW8 980728 Modification
Rak Properties Convenience Store
New Hanover County
Dear Mr. Saleh:
The Wilmington Regional Office received a Stormwater Management Permit Application for Rak
Properties Convenience Store on July 3, 2003. A preliminary review of that information has determined
that the application is not complete. The following information is needed to continue the stormwater
review:
Please either delineate all wetlands on site, disturbed or undisturbed, or note on the plans
that none exist.
2. Please label the slopes of the forebay wall and the forebay elevation on the detail.
Please specify pond / swale side slope vegetation and the wetland species to be planted
on the 6:1 shelf.
Please dimension the buildings.
Please delineate the drainage area. It appears that some drainage from the property south
of the project may be draining onto the site. This area should be included in the pond
design.
Please dimension the permanent pool contour on the plans.
The outlet control structure shows the 24" pipe leaving at an elevation of 27.5, but the
plans shove the pipe leaving at an elevation of 27.0. Please revise the plans to show the
correct elevation.
Please show the location and provide a detail of the required 30' vegetative filter. If you
do not wish to provide a filter, the pond must be designed for 90% TSS removal. I have
enclosed a detail of the vegetative filter.
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service �'�. �
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] t4CDENR

Nir. Khalid Saleh
`August 6. 2003
Stormwater Project tio. SWS 980728 Modification
Please reduce the forebay-volume to the acceptable 18% - 22%. If you wish to provide
90°/, TSS as noted in Item 8, you may be able to pick up some of the required surface
area by reducing the forebay size.
10. The main pond must be maintained at a depth of Yminimum at all times. Revise Section
III, Item 4 of the Wet Detention Supplement to show the sediment removal elevation of
the main pond to be at 24.50. Also, please revise the permanent pool depths to be actual
depths, not elevations. This is so the person maintaining; the pond will not need a
benchmark elevation to determine the sediment elevation.
11. Please show how you calculated a drawdown time of 3.23 days. Using an average head
of 1.1 feet, I calculate the time to drawdown the required storage volume to be 1.8 days.
The pond should drawdown between 2 and 5 days.
Please note that this request for additional information is in response to a preliminary review.
The requested information should be received by this Office prior to September 6, 2003, or the
application will be returned as incomplete. The return of a project will necessitate resubmittal of all
required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for a time
extension to the Division at the address and fax number at the bottom of this letter. The request must
indicate the date by which you expect to submit the required inforrriation. The Division is allowed 90
days from the receipt of a completed application to issue the permit.
The construction of any impervious surfaces, other than a construction entrance under an
approved Sedimentation Erosion Control Plan, is a violation of NCGS 143-215.1 and is subject to
enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any original
documents that need to be revised have been sent to the engineer or agent. All original documents must be
returned or new originals must be provided. Copies are not acceptable. If you have any questions
concerning this matter please feel free to call me at [phone].
Sincerely,
Laurie Munn
Environmental Engineer
RSS/:Ism S:IWQSISTORMWATIADDINFO120031980728MOD.aug03.doe
cc: Laurie Munn
Joe Faulkner
Enclosure

P. 1
f�.," * * * COMMUNICATION RESULT REPORT ( AUG. 8.2003
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FILE MODE OPTION
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REASON FOR ERROR -----------------
E-1) HANG UP OR LINE FAIL
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Mdlael F. Eafty, Govemor
WlEslam G, Rm Jr., Sec wry
North Carolina Department of Enviwment and Natural Resourcw
AlanW. Or* P,E.,Dlmdor
Division ofWater Quality
Coleen H Sullins, Deputy Director
Dwion ofweterQuality
FACSIMILE TRANSMITTAL SMELT
TO: PROM:
Mr, Joe Faulkner Laurie Minx
COMPANY; � _ — r�-nn•rE;—
CE Group, if•Ic, 08/08/03 _
FAX SUN45111: TOTAL NO. OF PAGES INCLUDING COVER: —
919,367.8791 1
PI Q?4E NUMBER; SPNDER'S REM MENCIE NUMBFMr
919.367.8790
RI?. YOUR R2FERr'.NCE NUMBUTR,
Rak Properties Convenience Store
❑ URGENT © roR RE -VIEW Q IyLEASS COMMENT 1:1 PLEASE REPLY ❑ PLEASE RECYCLL
NOTES/COM&IFNTS:
Mr. Faulkner,
At flits dine, our rules and reguk ions require that engineered stonnwater systems be deed by
- - ..I - �:FF «in* ^t%;,ninn nn this i11 e, we

W ATE Michael F. Easley, Governor
William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.,Director
r Division of Water Quality
-i Coleen W. Sullins, Deputy Director
0 Division of Water Quality
FACSIMILE TRANSMIT'rAL SHEET
TO: FROM:
Mr. Joe Faulkner Laurie Munn
COMPANY: DATE:
CIS Group, inc. 08/08/03
FAX NUMBER: TOTAL NO. OF PAGES INCLUDING COVER:
919,367.8791 1
III [ONE NUMBER: SENDER'S REM_?RENCE NUMBER:
919.367.8790
RI:: YOUR RI:PHRI NC13 NUNTBURf
Rtk properties Convenience Store
❑ URG1 N'I' ❑ FOlt RF.Vfl-; x' ❑ PLEASE COM\LENT ❑PLEASE RF.?PLY ❑ PLF?ASE'i, RECYCLE
NOTES/COMMIE NTS:
Mr. Faulkner,
At this time, our rules and regulations require that engineered stormwater systems be designed by
a professional engineer. Until the Attorney General makes a different opinion on this rule, we
cannot accept the seal of a rcgnstered landscape architect on the plans. Please have the plans
sealed by a professional enWineer.
Please call me if you have any questions.
Laurie Munn
��r
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service A. fA
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] WE-6ERR

l�
1
•'�#' : 30 0 PW
y
Tax Map
and
FOR REGISTRATION REGI6 AN OF DEEDS
RESECCA T
NEW HANOVER COUNTY NC
2001 NOV 19 11�W 13 AM
gK , NC RFPy�ESTAMP : S1S700.00
INSTRUMENT * 2001051810
700.00 Recording Time, Book & Page
/ :)hn M. May, Attorney at Law
o Title Examination
PinehWst, NC 28374
Index: Two Tracts, Harnett Twp.
NORTH �AOLINO&OEbAL WARRANTY DEED
THIS GENERAL WARRANTY DEED made this 5th day of November, 2001, by and
between PRIME REALTY, INC., orth Caroli co ation (hereafter "Grantor"), with its
principal office located in Sanford, NC, and K E TIES/WILMINGTON, LLC, a
North Carolina limited liability company er er" ran a"), with an office located at 3811
Cottenwood Drive, Durham, NC 27705.
The Grantor, for valuable consideration pai tee, a receipt of which is
hereby acknowledged, has and by these presents does g t, gal
, s 11 and convey unto the
Grantee in fee simple, all that certain lot or parcel of land t in w11'over County,
North Carolina, and more particularly described as follows:
See Exhibit A attached hereto and herein incorporated by
Subject and together with utility easements and restrictive coved at en reeable
against the property, if any, and the lien for ad valorem property t e or e c ent year
to be prorated at closing.
The properties hereinabove described were acquired by Grantor by ins tr
e rrd d
in Book 2290, Page 270, and in Book 2238, Page 796, New Hanover Co ty ist
Returned To: Fletcher, Ray & Sattertie 1. .
3cllerpocs/Prlme Realty New Hanover Cty

l
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and
atmurte ances thereto belonging to the Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee
le, It right to convey the same in fee simple, that title is marketable and free and clear
o ale im s, that Grantor will warrant and defend the title against the lawful claims
of who except for the exceptions noted herein.
esi tion tor" and "Grantee" as used herein shall include said parties, their
heirs, succ ors i , and shall include singular, plural, masculine, feminine or neuter as
required by cont t.
IN WI S , the Grantor has hereunto caused this instrument to be
executed by its app p co orb fir ial, the day and year first above written.
PRIME REALTY, INC.
NORTH CAROLINA, C k GY4a.,
I, Notary Public of the County and State or
personally came before me this day and acknowledg d t
Inc., a North Carolina corporation, and that he, as P idat
foregoing on behalf ofthe corporation.
Witness my hand and official stamp or seal, this 9
expires:
5ellerpotsftitne Realty New Hanover Cry
.rtify that D. Michael Wicker
is the President of Prime Realty,
I4orized to do so, executed the

Township, New Hanover County, North Carolina, and more particularly
s: EGINNING at a point in the eastern right of way line of N.C. Highway
f way), which point is South 10 degrees 17 minutes West 200 feet from
ern 'ght of way line of N.C. Highway No, 132 is intersected by the
ay li helley Drive (60-foot right of way), as said Highway and said
on at map of Kings Grant, Section 14, recorded in the New
try ap Book 17, at Page 44, said beginning point also being the
:r o of land described in a deed from Wall -Trask Corporation to
Reproco, Inc., c in Boo 875, Page 335, of said Registry; running thence from said
beginning point, So th de e s 17 utes West 250 feet along the eastern right of way line
of N.C. Highway . 1 to i .1ce South 79 degrees 43 minutes East 275 feet to a
point; thence North de a
utes East 250 feet to a point, the same being a comer of
the property conveyed by
W - Corporation to the Southland Corporation by that deed
recorded in said Registry 'n o
Pa e 71l; thence North 79 degrees 43 minutes West 275
feet to the beginning; being e
recorded in said Registry in
e p eyed to S&K Incorporated by that dced
o�3, P g 2.
BEGINNING at a point in the eastern right of w
of way), said point being located 450.0 feet xne
way line of N.C. #132 from its point of in rector
Drive (SR#2022--60 foot right of way). Ru ng
degrees 43 minutes East 275.0 feet to a point;
feet to a point; thence North 79 degrees 43 minutes
of way Iine of N.C. Highway #132; thence with the
Road North 10 degrees 17 minutes East 190.0 feet
acres, more or less.
Highway #132 (200.0 foot right
wardly along the eastern right of
southern right of way line of Shelley
n said beginning point South 79
egrees 17 minutes West 190.0
�.0 1pet to a point in the eastern right
igy of way line of North College
e ' ing, containing 1.20

i
REBECCA T. CHRISTIAN
"ER OF DEEDS, NEW HANOVER
JUDICIAL BUILDING
3 INCESS STREET
INGTON, NC 28401
f#fi�itri#RkRiiiliiflRRRRRIRR#RRiffRRRRffi!!flRRRRRRRRRRR#fRRRfi##!!#if
Filed For Reglsiration:
Document No.:
NC REAL ESTATE EXCISE TAX:
Recorder:
State of North Carolina, County of New Hanover
The foregoing certificate of MARIE J WART Notary
REBECCA T. CHRISTIAN , REGISTER OF DEEDS
*2001051810*
This 19TH of November 2001

13UY AND GO, INCS
PREVIOUSLY SUBMITTED AS RAK PROPERTIES / WILMINGTON, LLC
Convenience Store
Na College Road
DRAINAGE & STORMWATER CALCULATIONS
July, 2003
REVISED January 2004
R kC F,
Revised August, 2004
0 8 2004
P u ',p��
PROD #
RECEIVEDC",P,wiCroup..) Inc.
AUG 03 2004 LAND U�>= eVALUATION
L- E IV G I IV E E= IZ I I -I G
DWQ CONSTRUCTION MANAGEMENT
FEW #
051 Pemberton Hill Road, Suite 201 - Apex, N.C. 27502
Voice (9 19) 367-8790 — fax [phone]

RECEIVED
AUG 0 9 2004
Narrative BY:
' The proposed development will be located along the East side of N. College Road near the
intersection of 5heliy Road. The site 15 approximately 2.75 acres in size and the development will
' consist of the building of a combination Convenience Store / Restaurant with gas pumps and a car
wash. Off -site roadway and utility installation will also be a part of this construction. The site was
' previously approved to be developed in a samilar fashion in 1999. The previous owner had begun
construction on the site, but for unknown reasons ceased work and eventually sold the site to the
' current owner. The previous owner had also obtained a High Density 5tormwater permit for the
proposed development. We are recjuesting an ownership change for this original permit #5W 8
' 980728 "College Road Tract" and are filing a modification to the permit for the minor changes
made to the or;gmal design. The amount of impervious area previously approved is not being
modified.
The total disturbed are for the site is approximately 2.8 acres mciudmg all off -site 65turbance5.
The erosion control for the site will consist of installing the permanent 5tormwater pond initially and
' utilizing it as a temporary sediment basin. This will be achieved by providing a stone filter in front
of the inverted water quality outlet. Temporary diversion berms Jdttch shall desert 5tormwater to
' the proposed sediment basin. Off -site erosion control will consist of the installation of temporary
silt fence.
The response to original review has been delayed due to working out the driveway permit with
NCDOT. The site was previously submitted as RAK Properties l Wilmington LI_C, the owner 15 the
same but has changed the name of the b1J51nc55 to Buy and Go, Inc.
The following calculations are to support all design information that 15 depicted on the construction
' documents.

1
1
PERMANENT POND TO SERVE
AS TEMPORARY SEDIMENT BASIN
Total Area =
2.92 ac.
'
Disturbed Area =
2.8 ac. Maximum
Storage Volume Required =
5,256 c.y. 1800 C.F. / ACRE DISTURBED
tStorage
Volume Provided
10,294 c.y. EL. 27.5
Surface Area Required -
Q = CIA
C v
0.25
'
1-10 =
7.23
A =
2.92 Ac.
Q-10 =
5.28 CFS
Surface Area -
A = .01 Q-2
A =
0.052779 Ac.
2,299 S.F.
'Suface Area Provided @ EL. 27.5 = 5,738 s.f.
Utilize Permanent Pond Structure as Temporary .

IMPERVIOUS CALCULATION FOR PERMANENT
WATER QUALITY WET POND
' Total Impervious Area 66,000 s.f.
Total Area = 2.92 ac.
' impervious Area = 1.52 ac.
Impervious Percentage = 51.9%
The storage volume for the 1" storm (Schueler Method) would be:
Rv = .05+,009 (1)
R V= 0.52
Volume = (Design Rainfall) " (RV)"(Drainage Area)
Volume = 0.12580303 ac.ft.
5,480 cf
'5,480 c.f. storage required.
Approximate Forebay Volume (20%) _
Permanent Pool Depth = 4 ft.
SA I DA ratio = 4.49
Required Surface Area = 0.13 ac.
5,711 sf
1,096 c.f.
90% TSS Removal
4' Depth
50% 4.3
60% 5.3
51.9% 4.49
Storage Provided
Incremental Total
Elev. _ Area (s.f.) Volume (c.f.) Volume (c.f.) Depth (ft.)
27.5 6,669 , - -._-
3, 520 3,520 0.5
28 7,409
8,321 11,841 1.5
29 9,233
1 29.85
Drawdown calculation
Orifice required for 2-5 Day Drawdown
2.35 feet of storage so, say 1.175 feet of average head
Using a 314" orifice Q2-day=
Q = 0.016 cfs Q5-day=
So, a 3/4" Orifice will drawdown pond in 14.59 days
314" Orifice will drawdown 1" Storm in 3.96 days
10,390
8,340
Onfice_Eguation
Q=Co A Sgrt (2gh)
1 The following pages show the stormwater pond routing by the Rooney Malcom
Chainsaw method.
20,180
2.35
Orifice Size 0.0625
2,767 cfs A = 0.003067959
6,917 cfs Sgrt (2gh) = 8.698850499
Co = 0.6

Basin Total Volume to Permanent Pool Level
' Elev. _ Area (s.f.) Volume (c.f.) Volume (c.f
23.5 112
'
179
179
0.5
24 604
1,109
1,288
1.5
25 1,613
2,221
3,508
2.5
26 2,828
4,039
7,547
3.5
27 5,250
'
2,747
10,294
4
27.5 5,738
Required Forebay Volume (20% of Total) =
2,059 c.f.
Forebay Volume
Elev. Area (s.f.)
Volume (c.f.)
Volume c.f.
Depth (ft.
23.5 62
24 123
46
46
0.5
210
256
1.5
25 296
424
680
2.5
'
26 552
722
1,402
3.5
27 892
492
1,893
4
27.5 1,074
Forebay Volume provided =
1,893 c.f.
18.4%
L
1
1
1

RAK Prop`erties�Wate"r';Q'aaiity.",w .giponc
DESIGN REQUIREMENTS:
1
A. Pond Routing - Store f " inch of impervious runoff
with a permanent pool depth
while detaining the difference betweent pre &
ost development Q-2 Storm.
'
Drainage Area, (DA) =
2.92
acres
Overland Flow
Elevation of most remote point, (H1)=
0.1
feet
'
Elevation of point of design, (1-12) =
0.0
feet
Length of travel, (L) =
0.0
feet
Mull. factor=
2.0
Travel Time (Overland) =
0.0
minutes
Channel Flow
Elevation of most remote point, (H 1)
5.0
feet
Elevation of point of design, (fit) =
1.0
feet
Length of travel, (L) =
5.0
feet
Mutt. factor =
1.0
Travel Time (Channel) =
0.0
minutes
Pipe Flow
Elevation of most remote point, (}I 1) =
0.0
feet
Elevation of point of design, (H2) =
0.0
feet
Length of travel, (L) =
0.0
feet
Mull. factor =
0.5
Travel Time (Pipe) =
minutes
Time of Concentration, (TO _>
5.0
minutes
Intensity, (1) =
5,87
inches/hr
1
Area I (Impervious) =
0.00
acres
Area 2 (Pervious) =
2.92
acres
'
C 1 =
C2 =
0.5
0.25
Composite Runoff Coefficient, (C) -->
0,25
Peak Release Rate, (Q} =>
4.3
cfs
Develop
Drainage Area, (DA) =
2,92
acres
Overland Flow
Elevation of most remote point, (1-I1) =
0.1
feet
Elevation of point of design, (1-12) =
0.0
feet
Length of travel, (L) =
0.0
feet
Mutt. factor =
2.0
Travel Time (Overland) =
0.0
minutes
Channel Flow
Elevation o f most remote point, (H l) =
5.0
feet
Elevation of point of design, (H2) =
1.0
feet
Length of travel, (L) =
Mull. factor=
5.0
1.0
feet
Travel Time (Channel) =
0.0
minutes
Pipe Flow
1
Elevation of most remote point, (H 1) =
Elevation of point of design, (112) =
0.0
0.0
feet
feet
Length of travel, (L) =
0.0
feet
Mutt. factor =
0.5
Travel Time (Pipe) =
Time of Concentration, (Tc) _>
5.0
minutes
minutes
Intensity, (1) =
5.87
inches/hr
e.:n3110WZ.W
V.*f* 10-G8D401.x% Plis.d. EA dON 1o,25AM
Page 1 of 41

RAK P.roper,tiesMaterQ'uality Wet Ponc
Area 1 (Impervious) =
1.52 acres
Area 2 (Pervious) =
1.40 acres
CI =
0.95
C2 =
0.25
'
Composite Runoff Coefficient, (C) =>
0.61
Peak Release Rate, (Q) =>
10.5 cfs
Drainage Area, (DA) =
2.92 acres
'
Time of Concentration, (Tc) _>
5.0 minutes
Intensity, (I) =
7.24 inches/hr
'
Composite Runoff Coefficient, (C) =>
0.25
Peak Release Rate, (Qa) _>
5.3 cfs
'1 1 11 Runoff
Drainage Area, (DA) =
2.92 acres
Time of Concentration, (Tc) =>
5.0 minutes
Intensity, (1) =
7.24 inches/hr
Composite Runoff Coefficient, (C) =>
0.61
Peak Release Rate, (Qo) _>
13.0 cfs
Pre�DevelopmAt,Rufnoff—'
Drainage Area, (DA) =
2.92 acres
Time of Concentration, (Tc) _>
5.0 minutes
Intensity, (1) =
8,15 inches/hr
1
Composite RunoffCue fficient, (C)=>
0.25
Peak Release Rate, (Q5) =>
5.9 cfs
Drainage Area, (DA) =
2,92 acres
Time of Concentration, (Tc) =>
5.0 minutes
Intensity, (1) =
8.15 inches/hr
'
Composite Runoff Coefficient, (C) =>
0.61
Peak Release Rate, (Q5) =>
15 cfs
PoDeiveloipmeht1 IIJq
Drainage Area, (DA) =
2.92 acres
'
Time of Concentration, (Tc) =>
5.0 minutes
Intensity, (I) =
9.60 inches
Composite Runoff Coefficient, (C) =>
0.61
Peak Release Rate, (Qoo) =>
17 cfs
..A171IWWZi qjl iv a4* Z8D4oa d,
pinlaa; SWO04 10:28 Ara Page 2 of 41

I
I
11
u
I
' 1,•111
Contour
Contour
Incr.
Accum.
Stage
Elev.
Area
Storage
Storage (S)
(Z)
(ft)
(sf)
(cfl
(cf)
ft)
In (S)
In (Z)
Z est
27.5
6,669
28.0
7,409
3,520
3,520
0,50
8,17
-0.69
0.51
29.0
9,233
8,321
11,841
1.50
9,38
0.41
1.45
30.0
11,024
10,129
21,969
2.50
10.00
0.92
2.47
3L0
12,760
11,892
33,861
3.50
10.43
1.25
3.60
Check
Stage Storage
0.5 3,453
1.5 12,310
2.5 22,228
Regression Output:
b= 1.1569165 (X Variable Coeff)
Ks 7,701 (e-1nl`pc
Stage - Storage Equation is of the form: S = (Ks)(4
)isrhnrveReIntir
Normal Water Surface Elev. = 27.5 feet
Water Surface Elev. (Q) =
30.03
feet
Water Surface Elev. (Qo) =
30,21
feet
Water Surface Elm (Qs) =
30.26
feet
Water Surface Elev. (Qoo) =
30.32
feet
Pre Post
Q-2 Discharge
4.3 cfs 4.2 cfs
Q- 10 Discharge
5.3 cfs 11.5 cfs
Q-25 Discharge
5.9 cfs 13.9 cfs
Barrel
Din. of Barrel =
Area of Barrel, (Ab) _
Pipe Length, (L) =
Friction Coeff., (Kp) _
Inv, of Barrel =
Riser
Elev. of Riser Crest
ircular�
Din. of Riser=
Weir Length=
Area of Riser =
Water Quality Orifice
24 inches
3.14 sf
250.0 feet
0.01058
26.50 feet
29.85 feet
inches
feet
sq. fl.
0,75 " 0.0031
111311100021c ks%.g4ouj - N04Ums
pinroA: alMOM 10:23 AM
Page 3 of 41

t
t
1
1
1
1
1
1
1
1
Rectangular:
Length of Riser =
Width of Riser
Weir Length =
Area of Riser =
Permanent Pool Depth =
Q-2 YR, WEIR
Weir Length =
Area of Riser =
Elev. =
0-10 YR. WEIR
Weir Length =
Area of Riser =
Elev. =
0-25 YR, WEIR
Weir Length =
Area of Riser
Elev. =
Width of Spillway (Approx.)
Weir Coefficient
Crest Elevation =
4 feet
4 feet
16 feet
16 sq.fl.
4 fl.
16 feet
16 sq. fl.
29.85
16 feet
16 sq.fl.
29.85
16 feet
16 sq.ft.
29.85
25 feet
3.0
31 feet
DFGVT
..+1311%0oa2%,&tWv�y wuta0A0/04.xl,
prins.e; &V2DO4 10:25 AM
Page 4 of 41

All
Peak Inflow, =>
10.5 cfs
Time to Peak Calculation:
CN=
• 85
P= 4.5 in S= 1.76 in.
Q`=
2.91 in.
(depth of runoff
Vol=
30,836 cf
(vol. of runoff)
Time to Peak, (Tp)
35.17 minutes
(SCS TR-55)
t!�
OIOn
r
Q
imini
cfS
0.00
0,000
0
0.00
0.06
0.008
2
0.08
0.11
0.032
4
0.33
0.17
0.070
6
0.74
0.23
0.122
8
1.29
0.28
0.187
10
1.96
0.34
0.261
12
2.74
0.40
0.343
14
3.60
0.45
0.429
16
4.51
0.51
0.519
18
5.45
0.57
0.607
20
6.38
0.63
0.692
22
7.28
0.68
0.771
24
8.11
0.74
0.841
26
8.85
0,80
0.901
28
9.47
0.85
0.948
30
9.96
0.91
0.980
32
10.30
0.97
0.997
34
10.48
1.02
0.999
36
10.50
1.08
0,984
38
10.35
1.14
0.954
40
10.03
1.19
0.910
42
9.56
1.25
0.853
44
8.97
1,31
0.793
46
8.33
1.36
0.736
48
7.74
1.42
0.684
50
7.19
1,48
0.635
52
6,68
1.54
0.590
54
6.20
1.59
0.548
56
5.76
1.65
0.509
58
5.35
1.71
0.472
60
4.97
1.76
0.439
62
4.61
1.82
0.407
64
4.28
1.88
0.378
66
3,98
1.93
0.351
68
3,69
1.99
0.326
70
3.43
2.05
0.303
72
3.19
2.10
0.292
74
2.96
2.16
0,262
76
2.75
2.22
0.243
78
2.55
2.27
0.226
80
2.37
2.33
0.209
82
2.20
2.39
0,195
84
2.05
2.45
0.181
86
1.90
2.50
0.168
88
1.76
2.56
0.156
90
1.64
2.62
0.145
92
1.52
ai131110007k I.1.q- m,000404A* printad: BXV2004 102a AM
Page 6 of 41

4A,K,IPiro" nertiec-Watei r"D' ualitv,,Wet,Porlc
1
1
1
1
1
1
2.67
0.134
94
1.41
2.73
0.125
96
1.31
2.79
0.116
98
1.22
2.84
0.108
100
1.13
2.90
0.100
102
1.05
2.96
0,093
104
0.98
3.01
0.086
106
0.91
3.07
0.080
108
0.84
3.13
0.074
110
0.78
3.18
0.069
112
0,73
3.24
0.064
114
0.67
3.30
0.060
116
0.63
3.36
0.055
118
0.58
3.41
0,051
120
0.54
3.47
0.048
122
0.50
3.53
0.044
124
0.47
3.58
0.041
126
0.43
3.64
0,038
128
0.40
3.70
0,036
130
0.37
3.75
0.033
132
0.35
3.81
0.031
134
0.32
3.87
0.028
136
0.30
3,92
0.026
138
0.28
3.99
0.025
140
0.26
4.04
0,023
142
0.24
4,09
0.021
144
0.22
4.15
0.020
146
0.21
4.21
0.018
148
0.19
4.26
0.017
150
0.18
4.32
0.016
152
0.17
4.38
0.015
154
0.15
4.44
0.014
156
0.14
4.49
0.013
158
0.13
4.55
0.012
160
0.12
4.61
0.011
162
0.11
4.66
0.010
164
0.11
4.72
0.009
166
0.10
4.78
0.009
168
0.09
4.83
0.008
170
0.09
4.89
0.008
172
0.08
4.95
0.007
174
0.07
5.00
0.006
176
0.07
5.06
0.006
178
0.06
5.12
0.006
I80
0.06
5.17
0.005
182
0.05
5.23
0.005
184
0.05
5.29
0.004
186
0.05
5.35
0.004
188
0.04
5.40
O.OD4
190
0.04
5.46
0.004
192
0.04
5.52
0,003
194
0.04
5.57
0.003
196
0.03
5,63
0.003
198
0.03
5.69
0.003
200
0.03
5.74
0,002
202
0.03
5.80
0.002
204
0.02
5.86
0.002
206
0.02
5.91
0.002
208
0.02
5.97
0.002
210
0.02
6.03
0.002
212
0,02
6.08
0.002
214
0.02
6.14
0.001
216
0.02
6.20
0.001
218
0.01
6.26
0.001
220
0.01
6.31
0.001
222
0.01
6.37
0.001
224
0.01
6.43
0.001
226
0.01
6.48
0.001
228
0.01
6.54
0.001
230
0.01
6.60
0,001
232
0.01
6.65
0.001
234
0.01
.11711100oTca�phry-rancbsww..i.
primse: L612004 10:26 AM Page 6of 41

RAK`P.roperfiesWateraQuality�:Wet"Poric
6,71 0.001 236 0.01
6,77
OMI
238
0.01
'
6.82
0.001
240
0.01
6.88
0.00 i
242
0.01
6.94
0.001
244
0.01
6.99
0.000
246
0.01
'
7.05
0.000
248
0.00
7,11
0.000
250
0.00
7,17
0.000
252
0.00
7.22
0.000
254
0.00
'
7.28
0.000
256
0.00
7.34
0.000
258
0.00
7,39
0.000
260
0.00
I
. tsasswoonc, �s arty oeww �. win, -a: W2004 ,o26AM Page 7 of 41

'1i 1' IY♦ A WI. ". L �• '""' 14 SVJ'I y� f I Ifi fi`•"t1 y r 5
RAK�:PW "Aies,Wafer.� uali , WetaPan°d4,
I WEIR ORIFICE W.Q. EMERGENCY TOTAL
TIME INFLOW STORAGE STAGE RISER RISER BARREL ORIFICE SPILLWAY OUTFLOW
min cfs eft u cfs) LELI 1ELlcis cfs cfs
0.00 0.00 0 0.00 0.0 0.0 0.0 0.00 0.0 0,00
2.00 0.08 0 0.00 0.0 0.0 0.0 0.00 0.0 0.00
4.00 0.33 10 0.00 0.0 0.0 0.0 0.00 0.0 0.00
6.00 0.74 50 0.01 0.0 0.0 0.0 0,00 0.0 0.00
8.00
1.29
138
0.03
0.0
0.0
0.0
0.00
0.0
0.00
'
10.00
1,96
292
0.06
0.0
0.0
0.1
0.00
0.0
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0.0
0.0
35.0
0.02
0.0
0.023
340.00
0.00
20582
2.34
0.0
0.0
35.0
0.02
0.0
0.023
342.00
0.00
20579
2.34
0.0
0.0
35.0
0.02
0.0
0.023
344.00
0.00
20576
2.34
0.0
0.0
35.0
0.02
0.0
0.023
346.00
0.00
20574
2.34
0.0
0.0
35.0
0.02
0.0
0.023
348.00
0.00
20571
2.34
0,0
0.0
34.9
0.02
0,0
0.023
350.00
0.00
20568
2.34
0.0
0.0
34.9
0.02
0,0
0.023
352.00
0.00
20566
2.34
0.0
0.0
34.9
0.02
0.0
0.023
354.00
0.00
20563
2.34
0.0
0.0
34.9
0.02
0.0
0.023
356.00
0.00
20560
2.34
0,0
0.0
34.9
0.02
0.0
0.023
358.00
0.00
20557
2.34
0.0
0.0
34.9
0,02
0.0
0.023
360M
0.00
20555
2.34
0.0
0.0
34.9
0.02
0.0
0.023
362.00
0.00
20552
2.34
0.0
0.0
34.9
0.02
0.0
0,023
364.00
0.00
20549
2.34
0.0
0.0
34.9
0.02
0.0
0.023
366-00
0.00
20547
2.34
0.0
0.0
34.9
0.02
0.0
0.023
368.00
0.00
20544
2.34
0.0
0.0
34.9
0.02
0.0
0.023
370.00
0.00
20541
2.34
0.0
0.0
34.9
0.02
0.0
0.023
372.00
0.00
20539
2.33
0.0
0.0
34.9
0.02
0.0
0.023
374.00
0.00
20536
2.33
0.0
0.0
34.9
0,02
0.0
0.023
376.00
0.00
20533
2.33
0.0
0.0
34.9
0.02
0.0
0.023
378.00
0.00
20530
2.33
0.0
0.0
34.9
0.02
0.0
0.023
380.00
0.00
20528
2.33
0.0
0.0
34.9
0.02
0.0
0,023
392.00
0.00
20525
2.33
0.0
0.0
34.9
0.02
0.0
0.023
384.00
0.00
20522
2.33
0.0
0.0
34.9
0.02
0.0
0.023
386.00
0.00
20519
2.33
0.0
0.0
34,9
0.02
0.0
0.023
388.00
0.00
20517
2.33
0.0
0.0
34.9
0.02
0.0
0.023
390.00
0.00
20514
2.33
0.0
0.0
34;9
0.02
0.0
0.023
392.00
0.00
20511
2.33
0.0
0.0
34.9
0.02
0.0
0.023
394.00
0.00
20509
2.33
0.0
0.0
34.9
0.02
0.0
0.023
396.00
D.00
20506
2.33
0.0
0.0
34.9
0.02
0.0
0.023
398.00
0.00
20503
2.33
0,0
0.0
34.9
0.02
0.0
0.023
400.00
0.00
20501
2.33
0.0
0.0
34.9
0.02
0.0
0.023
402.00
0.00
20498
2.33
0.0
0.0
34.9
0.02
0.0
0.023
404,00
0.00
20495
2.33
0.0
0.0
34,9
0.02
0.0
0.023
406.00
0.00
20492
2.33
0.0
0.0
34.9
0.02
0.0
0,023
.aui
PdMol, WI M 10:29 AM
Page 10 of 41

RA`K''Properties�Water<Quality=Wei.Ponc
408.00
0.00
20490
2.33
0.0
0.0
34,9
0,02
0.0
0,023
410.00
0.00
20487
2.33
0.0
0.0
34.9
0.02
0.0
0.023
'
412.00
0.00
20484
2.33
0.0
0.0
34.9
0.02
0.0
0.023
414.00
0.00
20482
2.33
0.0
0.0
34.9
0.02
0.0
0.023
416.00
0.00
20479
2.33
0.0
0.0
34.9
0.02
0.0
0.023
418.00
0.00
20476
2,33
0.0
0.0
34.9
0.02
0.0
0.023
'
420.00
0.00
20473
2.33
0.0
0.0
34.9
0.02
0.0
0.023
422.00
0.00
20471
2.33
0.0
0.0
34.9
0.02
0.0
0.023
424.00
0.00
20468
2.33
0.0
0.0
34.9
0.02
0.0
0.023
426.00
0,00
20465
2.33
0.0
0.0
34.9
0.02
0.0
0.023
'
428,00
0.00
20463
2.33
0.0
0.0
34.9
0.02
0.0
0.023
430.00
0.00
20460
2.33
0.0
0.0
34.9
0.02
0.0
U23
432.00
0.00
20457
2.33
0,0
0.0
34.9
0.02
0.0
0.023
434.00
0.00
20455
2.33
0.0
0.0
349
0.02
0.0
0.023
'
436.00
0.00
20452
2,33
0.0
0.0
34.9
0.02
0.0
0.023
438.00
0.00
20449
2.33
0.0
0.0
34.9
0.02
0.0
0.023
440.00
0.00
20446
2.33
0.0
0.0
34.9
0.02
0.0
0.023
442.00
0.00
20444
2.33
0.0
0.0
34.9
0.02
0.0
0.023
'
444.00
0.00
20441
2.33
0.0
0.0
34.9
0.02
0.0
0.023
446.00
0.00
20438
2.33
0.0
0.0
34.9
0,02
0.0
0.023
448.00
0.00
20436
2.32
0.0
0.0
34.9
0.02
0.0
0.023
450.00
0.00
20433
2.32
0.0
0.0
34.9
0.02
0.0
0.023
'
452.00
0.00
20430
2.32
0.0
0.0
34.9
0.02
0.0
0.023
454.00
0.00
20427
2.32
0.0
0.0
34.9
0.02
0.0
0.023
456.00
0.00
20425
2.32
0.0
0.0
34.9
0.02
0.0
0.023
458.00
0.00
20422
2,32
0.0
0.0
34.9
0.02
0.0
0.023
'
460.00
0.00
20419
2.32
0.0
0.0
34.9
0.02
0.0
0.023
462.00
0.00
20417
2.32
0.0
0.0
34.9
0.02
0.0
0,023
464.00
0.00
20414
2.32
0.0
0.0
34.9
0.02
0.0
0.023
'
466.00
468.00
0.00
0.00
20411
20409
2.32
2.32
0.0
0,0
0.0
0.0
34.9
34.9
0.02
0,02
0.0
0.0
0.023
0.023
470.00
0.00
20406
2.32
0.0
0.0
34.9
0.02
0.0
0.023
472.00
0.00
20403
2.32
0.0
0.0
34,9
0.02
0.0
0,023
474,00
0,00
20400
2,32
0.0
0.0
34.9
0.02
0.0
0.023
'
476.00
0.00
20398
2.32
0.0
0.0
34,9
0.02
0.0
0.023
478.00
0.00
20395
2.32
0.0
0.0
34.9
0.02
0.0
0.023
480.00
0.00
20392
2.32
0.0
0.0
34.9
0.02
0.0
0.023
482,00
0.00
20390
2,32
0.0
0.0
34.9
0,02
0.0
0,023
'
484.00
0.00
20387
2.32
0.0
0.0
34.9
0.02
0.0
0.023
486.00
0.00
20394
2.32
0.0
0.0
34.9
0.02
0.0
0.022
488.00
0.00
20382
2.32
0,0
0.0
34.9
0.02
0.0
0.022
490,00
0.00
20379
2,32
0.0
0.0
34,9
0,02
0.0
0,022
492.00
0.00
20376
2.32
0.0
0.0
34,9
0.02
0.0
0,022
'
494.00
0.00
20373
2.32
0.0
0,0
34.9
0.02
0.0
0.022
496.00
0.00
20371
2.32
0.0
0.0
34.9
0.02
0.0
0.022
498.00
0.00
20368
2.32
0.0
0.0
34.9
0.02
0.0
0.022
500.00
0.00
20365
2.32
0.0
0.0
34.9
0.02
0.0
0.022
502.00
0.00
20363
2.32
0.0
0.0
34.9
0.02
0.0
0.022
504.00
0.00
20360
2.32
0.0
0.0
34.9
0,02
0.0
0.022
506.00
0.00
20357
2.32
0.0
0.0
34.9
0.02
0.0
0.022
508.00
0.00
20355
2.32
0.0
0.0
34.9
0.02
0.0
0.022
'
510.00
0.00
20352
2.32
0,0
0.0
34.9
0.02
0.0
0.022
512.00
0.00
20349
2.32
0.0
0.0
34.9
0.02
0.0
0.022
514.00
0.00
20346
2.32
0.0
0.0
34.9
0.02
0.0
0.022
516.00
0.00
20344
2.32
0.0
0.0
34.9
0.02
0.0
0.022
'
518.00
0.00
20341
2.32
0.0
0.0
34.9
0,02
0.0
0.022
520.00
0.00
20338
2.32
0.0
0.0
34.9
0.02
0.0
0.022
522.00
0.00
20336
2.31
0.0
0.0
34.9
0.02
0.0
0.022
524.00
0.00
20333
2.31
0.0
0.0
34.9
0.02
0.0
0.022
'
526.00
0.00
20330
2.31
0.0
0.0
34.9
0,02
0.0
0.022
528.00
0.00
20328
2.31
0.0
0.0
34.9
0.02
0.0
0.022
530.00
0.00
20325
2.31
0.0
0.0
34.9
0.02
0.0
0.022
532.00
0.00
20322
2.31
0.0
0.0
34.9
0.02
0.0
0.022
'
534.00
0.00
20320
2.31
0.0
0.0
34.9
0.02
0.0
0.022
536.00
0.00
20317
2.31
0.0
0.0
34.9
0.02
0.0
0,022
538.00
0.00
20314
2.31
0.0
0.0
34.9
0.02
0.0
0.022
540.00
0.00
20311
2.31
0.0
0.0
34.9
0.02
0.0
0,022
'
542.00
0.00
20309
2.31
0.0
0.0
34.9
0.02
0.0
0.022
544.00
0.00
20306
2.31
0.0
0.0
34.9
0.02
0.0
0.022
546.00
0.00
20303
2,31
0.0
0.0
34.9
0.02
0.0
0.022
548.00
0.00
20301
2.31
0.0
0.0
34.9
0.02
0.0
0.022
.,ua+iaovzr,ini o-„ui weww.ra
prMcd: armou +ate AM
Page i 1 of 41

RAK Properties4Water;Qua�lt�'.rWQt'POII[� st{ l`?',i `6.: r,', ` r,+
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1
550.00
0.00
20298
2.31
0.0
0.0
34.9
0.02
0.0
0.022
552.00
0.00
20295
2.31
0.0
0.0
34.9
0.02
0.0
0.022
554.00
0.00
20293
2.31
0.0
0.0
34.9
0.02
0.0
0.022
556.00
0.00
20290
2.31
0.0
0.0
34.9
0.02
0.0
0.022
558.00
0.00
20287
2.31
0.0
0.0
34.9
0.02
0.0
0.022
560.00
0.00
20284
2.31
0.0
0.0
34.9
0.02
0.0
0.022
562.00
0.00
20282
2.31
0.0
0.0
34.9
0.02
0.0
0.022
564.00
0.00
20279
2.31
0.0
0.0
34.9
0.02
0.0
0.022
566.00
0.00
20276
2.31
0.0
0.0
34.9
0.02
0.0
0.022
568.00
0.00
20274
2.31
0.0
0.0
34.9
0.02
0.0
0.022
570.00
0.00
20271
2.31
0,0
0.0
34.9
0.02
0.0
0.022
572.00
0.00
20268
2.31
0,0
0.0
34.9
0.02
0.0
0.022
574.00
0.00
20266
2.31
0.0
0.0
34.9
0.02
0.0
0.022
576.00
0.00
20263
2.31
0.0
0.0
34.8
0.02
0.0
0.022
578.00
0.00
20260
2.3 t
0.0
0.0
34.8
0.02
0.0
0.022
580.00
0.00
20258
2.31
0.0
0.0
34.8
0.02
0.0
0.022
582.00
0.00
20255
2.31
0.0
0.0
34.8
0.02
0.0
0.022
584.00
0.00
20252
2.31
0.0
0.0
34.8
0.02
0.0
0.022
586.00
0,00
20249
2.31
0.0
0.0
34.8
0.02
0.0
0.022
588.00
0.00
20247
2.31
0.0
0.0
34.8
0.02
0.0
0.022
590.00
0.00
20244
2.31
0.0
0.0
34.8
0.02
0.0
0.022
592,00
0.00
20241
2.31
0.0
0.0
34.8
0.02
0.0
0.022
594.00
0.00
20239
2.31
0.0
0.0
34.8
0.02
0.0
0.022
596.00
0.00
20236
2.31
0.0
0.0
34.8
0.02
0.0
0.022
598.00
0.00
20233
2.30
0.0
0.0
34.8
0.02
0.0
0.022
600.00
0.00
20231
2.30
0.0
0.0
34.8
0.02
0.0
0.022
602.00
0.00
20228
2.30
0.0
0.0
34.8
0.02
0.0
0.022
604.00
0.00
20225
2.30
0.0
0.0
34.8
0.02
0.0
0.022
606.00
0.00
20223
2.30
0.0
0.0
34.8
0.02
0.0
0.022
608.00
0.00
20220
2.30
0.0
0.0
34.8
0.02
0.0
0.022
610.00
0.00
20217
2.30
0.0
0.0
34.8
0.02
0.0
0.022
612.00
0.00
20214
2.30
0.0
0.0
34.8
0.02
0.0
0.022
614.00
0.00
20212
2.30
0.0
0.0
34.8
0.02
0.0
0.022
616.00
0.00
20209
2.30
0.0
0.0
34.8
0.02
0.0
0.022
618.OD
0.00
20206
2.30
0.0
0.0
34.8
0.02
0.0
0.022
620.00
0.00
20204
2.30
0.0
0.0
34.8
0.02
0.0
0.022
622.00
0.00
20201
2.30
0.0
0.0
34.8
0.02
0.0
0.022
624.00
0.00
20198
2.30
0.0
0.0
34.8
0.02
0.0
0.022
626.00
0.00
20196
2.30
0.0
0.0
34.8
0.02
0.0
0.022
628.00
0.00
20193
2.30
0.0
0.0
34.8
0.02
0.0
0.022
630.00
0.00
20190
2.30
0.0
0.0
34.8
0.02
0.0
0.022
632.00
0.00
20188
2.30
0.0
0,0
34.8
0.02
0.0
0.022
634.00
0.00
20185
2.30
0.0
0.0
34.8
0.02
0.0
0,022
636.00
0.00
20182
2.30
0.0
0.0
34.8
0.02
0.0
0.022
638.00
0.00
20180
2.30
0.0
0.0
34.8
0.02
0.0
0,022
640.00
0,00
20177
2.30
0.0
0,0
34.8
0.02
0.0
0.022
642.00
0.00
20174
2.30
0.0
0.0
34.8
0.02
0.0
0.022
644,00
0.00
20171
2.30
0.0
0.0
34.8
0.02
0.0
0.022
646.00
0.00
20169
2.30
0.0
0.0
34.8
0.02
0.0
0.022
648.00
0.00
20166
2.30
0.0
0.0
34.8
0.02
0.0
0.022
650.00
0.00
20163
2.30
0.0
0.0
34.8
0.02
0.0
0.022
652.00
0.00
20161
2.30
0.0
0.0
34.8
0.02
0.0
0.022
654.00
0.00
20158
2.30
0.0
0.0
34.8
0.02
0.0
0.022
656.00
0.00
20155
2.30
0.0
0.0
34.8
0.02
0.0
0.022
659.00
0.00
20153
2.30
0.0
0.0
34.8
0.02
0,0
0.022
660.00
0.00
20150
2.30
0.0
0.0
34.8
0.02
0.0
0.022
662.00
0.00
20147
2.30
0.0
0.0
34.8
0.02
0.0
0.022
664.00
0.00
20145
2.30
0.0
0.0
34.8
0.02
0.0
0'022
666.00
0.00
20142
2.30
0.0
0.0
34.8
0.02
0.0
0,022
668.00
0.00
20139
2.30
0.0
0.0
34,8
0.02
0.0
0.022
670.00
0.00
20137
2.30
0.0
0.0
34.8
0.02
0.0
0.022
(672.00
0.00
20134
2.30
0.0
0.0
34.8
0.02
0.0
0.022
674.00
0.00
20131
2.29
0.0
0.0
34.8
0.02
0.0
0.022
676.00
0.00
20128
2.29
0.0
0.0
34.8
0.02
0.0
0.022
678.00
0.00
20126
2.29
0.0
0.0
34.8
0.02
0.0
0.022
680.00
0.00
20123
2.29
0,0
0.0
34.8
0.02
0.0
0.022
682.00
0.00
20120
2.29
0.0
0.0
34.8
0.02
0.0
0.022
684.00
0.00
20118
2,29
0.0
0.0
34.8
0.02
0.0
0.022
686.00
0.00
20115
2,29
0.0
0.0
34,8
0.02
0.0
0.022
688.00
0.00
20112
2.29
0.0
0.0
34.8
0.02
0.0
0.022
690.00
0.00
20110
2.29
0.0
0.0
34.8
0.02
0.0
0.022
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Page 12 of 41

692.011
0.00
20107
2,29
0.0
0.0
34.8
0.02
0.0
0.022
694.00
0.00
20104
2.29
0.0
0.0
34.8
0.02
0.0
0.022
'
696.00
0.00
20102
2.29
0.0
0.0
34.8
0.02
0.0
0.022
698.00
0.00
20099
2,29
0.0
0.0
34.8
0.02
0,0
0.022
700.00
0.00
20096
2.29
0.0
0.0
34.8
0.02
0.0
0.022
702.00
0.00
20094
2.29
0.0
0.0
34.8
0.02
0.0
0.022
1
704.00
0.00
20091
2.29
0.0
0.0
34.8
0.02
0.0
0.022
706.00
0.00
20088
2.29
0.0
0.0
34.8
0.02
0.0
0.022
708.00
0.00
20086
2.29
0.0
0.0
34.8
0.02
0.0
0.022
710.00
0.00
20083
2.29
0.0
0.0
34.8
0.02
0.0
0.022
'
712.00
0.00
20080
2.29
0.0
0,0
34.8
0.02
0.0
0.022
714.00
0.00
20077
2.29
0.0
0.0
34.8
0.02
0.0
0.022
716.00
0.00
20075
2.29
0.0
0.0
34.8
0.02
0.0
0.022
718.00
0.00
20072
2.29
0.0
0.0
34.8
0.02
0.0
0.022
'
720.00
0.00
20069
2.29
0.0
0.0
34.8
0.02
0.0
0.022
722.00
0.00
20067
2.29
0.0
0.0
34.8
0.02
0.0
0.022
724.00
0.00
20064
2.29
0.0
0.0
34.8
0.02
0.0
0.022
726.00
0.00
20061
2.29
0.0
0.0
34.8
0.02
0.0
0.022
728M
0.00
20059
2.29
0.0
0.0
34.8
0.02
0.0
0.022
730.00
0.00
20056
2.29
0.0
0.0
34.8
0.02
0.0
0.022
732.00
0.00
20053
2.29
0.0
0.0
34.8
0.02
0.0
0.022
734.00
0.00
20051
2.29
0.0
0.0
34.8
0.02
0.0
0.022
'
736.00
0.00
20048
2.29
0.0
0.0
34.8
0.02
0.0
0.022
738.00
0.00
20045
2.29
0.0
0.0
34.8
0.02
0.0
0.022
740.00
0.00
20043
2.29
0.0
0.0
34.8
0.02
0.0
0.022
742.00
0.00
20040
2.29
0.0
0.0
34.8
0.02
0.0
0.022
'
744.00
0.00
20037
2.29
0.0
0.0
34.8
0.02
0.0
0.022
746.00
0.00
20035
2.29
0.0
0.0
34.8
0.02
0.0
0.022
748.00
0.00
20032
2.29
0.0
0.0
34.8
0.02
0.0
0.022
'
750.00
752.00
0.00
0.00
20029
20027
2.28
2.28
0.0
0.0
0.0
0.0
34.8
34,8
0.02
0.02
0.0
0.0
0.022
0.022
754.00
0.00
20024
2.28
0.0
0.0
34.8
0.02
0.0
0.022
756.00
0,00
20021
2.28
0.0
0.0
34.8
0.02
0.0
0.022
758.00
0.00
20019
2.28
0.0
0.0
34.8
0,02
0.0
0.022
'
760.00
0.00
20016
2.28
0.0
0.0
34.8
0.02
0.0
0.022
762.00
0,00
20013
2.28
0.0
0.0
34.8
0.02
0.0
0.022
764.00
0.00
20010
2.28
0.0
0.0
34.8
0.02
0.0
0.022
766.00
0.00
20008
2,211
0,0
0.0
34.8
0,02
0.0
0.022
'
768.00
0.00
20005
2.28
0.0
0.0
34.8
0.02
0.0
0.022
770.00
0.00
20002
2.28
0.0
0.0
34.8
0.02
0.0
0.022
772.00
0.00
20000
2.28
0.0
0.0
34.8
0.02
0.0
0.022
774,00
0.00
19997
2.28
0.0
0.0
34.8
0.02
0.0
0.022
'
776.00
0.00
19994
2.28
0.0
0.0
34.8
0.02
0.0
0.022
778.00
0.00
19992
2.28
0,0
0.0
34.8
0.02
0.0
0,022
780.00
0.00
19989
2.28
0.0
0.0
34.8
0.02
0.0
0.022
782,00
0.00
19986
2,28
0.0
0.0
34.8
0.02
0.0
0.022
784.00
0.00
19984
2.28
0,0
0.0
34.8
0.02
0.0
0.022
'
786.00
0.00
19981
2.29
0.0
0.0
34.8
0.02
0.0
0.022
788.00
0.00
19978
2.28
0.0
0.0
34.8
0.02
0.0
0.022
790.00
0.00
19976
2.28
0.0
0.0
34.8
0.02
0.0
0.022
792.00
0.00
19973
2,28
0.0
0.0
34.8
0.02
0.0
0.022
'
794.00
0.00
19970
2.28
0.0
0.0
34.8
0.02
0.0
0.022
796.00
0.00
19968
2.28
0.0
0,0
34.8
0.02
0.0
0.022
798.00
0.00
19965
2.28
0.0
0.0
34.8
0.02
0.0
0.022
800.00
0.00
19962
2.28
0.0
0.0
34.8
0.02
0.0
0.022
'
802.00
0.00
19960
2.28
0.0
0.0
34.8
0.02
0.0
0.022
804.00
0,00
19957
2.28
0.0
0.0
34.8
0.02
0.0
0.022
806.00
0.00
19954
2.28
0.0
0.0
34.7
0,02
0.0
0.022
808.00
0.00
19952
2.28
0.0
0.0
34.7
0.02
0.0
0.022
810.00
0.00
19949
2.28
0.0
0.0
34.7
0.02
0.0
0.022
812.00
0.00
19946
2.28
0.0
0.0
34.7
0.02
0.0
0.022
814.00
0.00
19944
2.28
0.0
0.0
34.7
0.02
0.0
0.022
816.00
0.00
19941
2.28
0.0
0.0
34,7
0.02
0.0
0.022
'
818.00
0.00
19938
2.28
0.0
0.0
34.7
0.02
0.0
0.022
820.00
0.00
19936
2.28
0.0
0.0
34.7
0.02
0.0
0.022
822.00
0.00
19933
2.28
0.0
0.0
34.7
0.02
0.0
0.022
824.00
0.00
19930
2.27
0.0
0.0
34.7
0.02
0.0
0.022
826.00
0.00
19928
2.27
0.0
0.0
34.7
0.02
0.0
0.022
828.00
0.00
19925
2,27
0.0
0.0
34,7
0.02
0.0
0.022
830.00
0.00
19922
2.27
0.0
0.0
34.7
0.02
0.0
0.022
'
832.00
0.00
19919
2.27
0.0
0.0
34.7
0.02
0.0
0.022
s:%1311500021celntatroute080/04.XI*
pint.¢:& 200410:25 AM
Page 13 of 41

834,00
0.00
19917
2.27
0.0
0.0
34.7
0.02
0.0
0.022
836.00
0.00
19914
2.27
0.0
0.0
34.7
0.02
0.0
0.022
838.00
0.00
19911
2.27
0.0
0,0
34.7
0,02
0.0
0.022
840.00
0.00
19909
2.27
0.0
0.0
34.7
0.02
0.0
0.022
842.00
0.00
19906
2.27
0.0
0.0
34.7
0.02
0.0
0,022
844.00
0.00
19903
2.27
0.0
0,0
34.7
0.02
0.0
0.022
846.00
0.00
19901
2.27
0.0
0.0
34,7
0.02
0.0
0,022
848.00
0.00
19898
2.27
0.0
0.0
34.7
0.02
0.0
0,022
850.00
0.00
19895
2.27
0.0
0.0
34.7
0.02
0.0
0.022
852.00
0.00
19893
2.27
0.0
0.0
34.7
0,02
0.0
0.022
954.00
0.00
19890
2.27
0.0
0.0
34.7
0.02
0.0
0,022
856.00
0.00
19887
2.27
0.0
0.0
34.7
0.02
0.0
0.022
858.00
0.00
19885
2.27
0.0
0.0
34.7
0.02
0.0
0.022
960.00
0.00
19882
2.27
0.0
0.0
34.7
0.02
0.0
0.022
862.00
0.00
19879
2.27
0.0
0.0
34.7
0.02
0.0
0.022
864.00
0.00
19877
2.27
0.0
0.0
34.7
0.02
0.0
0,022
866.00
0.00
19874
2.27
0.0
0.0
34.7
0.02
0.0
0.022
868.00
0.00
19871
2.27
0.0
0.0
34.7
0.02
0.0
0.022
870.00
0.00
19869
2.27
0.0
0.0
34.7
0.02
0.0
0,022
872.00
0.00
19866
2.27
0.0
0.0
34.7
0.02
0.0
0,022
874.00
0.00
19863
2.27
0.0
0.0
34,7
0,02
0.0
0.022
876.00
0.00
19861
2.27
0.0
0.0
34.7
0.02
0.0
0.022
878.00
0.00
19858
2.27
0.0
0.0
34.7
0.02
0.0
0.022
980.00
0.00
19855
2.27
0.0
0.0
34.7
0.02
0.0
0.022
882.00
0.00
19853
2.27
0.0
0.0
34.7
0.02
0.0
0.022
884.00
0.00
19850
2.27
0.0
0.0
34.7
0.02
0.0
0.022
886.00
0.00
19847
2.27
0.0
0.0
34.7
0,02
0.0
0.022
888.00
0.00
19845
2.27
0.0
0.0
34.7
0,02
0.0
0.022
890.00
0.00
19842
2.27
0.0
0.0
34.7
0.02
0.0
0.022
892.00
0.00
19839
2.27
0.0
0.0
34.7
0.02
0.0
0.022
894.00
0.00
19837
2.27
0.0
0.0
34.7
0.02
0.0
0.022
896.00
0.00
19834
2.27
0.0
0.0
34.7
0.02
0.0
0.022
898.00
0.00
19831
2.27
0.0
0.0
34.7
0.02
0.0
0.022
900.00
0.00
19829
2.26
0.0
0.0
34.7
0.02
0,0
0,022
rN31 I%OODZkcmj %wq-Oute-0804a,:h
printed: B;5f2D+110.2E AM
Page 14 of 41

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1
1
902.00
0.00
19826
2.26
0.0
0.0
34.7
0.02
0.0
0.022
904.00
0.00
19823
2.26
0.0
0.0
34.7
0.02
0.0
0.022
906.00
0.00
19821
2.26
0.0
0.0
34.7
0.02
0.0
0.022
908.00
0.00
19818
2.26
0.0
0.0
34.7
0.02
0.0
0.022
910.00
0.00
19815
2.26
0.0
0.0
34.7
0.02
0.0
0.022
912.00
0.00
19813
2.26
0.0
0.0
34.7
0.02
0.0
0.022
914,00
0.00
19810
2.26
0.0
0.0
34.7
0.02
0.0
0.022
916.00
0.00
19807
2.26
0.0
0.0
34.7
0.02
0.0
0.022
918.00
0.00
19805
2.26
0.0
0.0
34.7
0.02
0.0
0.022
920.00
0.00
19802
2.26
0.0
0.0
34.7
0.02
0.0
0.022
922,00
0.00
19799
2.26
0.0
0.0
34.7
0.02
0.0
0.022
924.00
0.00
19797
2.26
0.0
0.0
34.7
0.02
0.0
0,022
926.00
0.00
19794
226
0.0
0.0
34.7
0.02
0.0
0.022
928.00
0,00
19791
2.26
0.0
0.0
34.7
0.02
0.0
0.022
930.00
0.00
19789
2.26
0.0
0.0
34.7
0.02
0,0
0.022
932.00
0.00
19786
2.26
0.0
0.0
34.7
0.02
0.0
0.022
934.00
0.00
19783
2.26
0.0
0.0
34.7
0.02
0.0
0.022
936.00
0.00
19781
2.26
0.0
0.0
34.7
0.02
0.0
0.022
938.00
0.00
19778
2.26
0.0
0.0
34.7
0.02
0.0
0.022
940.00
0.00
19775
2.26
0.0
0.0
34.7
0.02
0.0
0.022
942.00
0.00
19773
2.26
0.0
0.0
34.7
0.02
0.0
0.022
944.00
0.00
19770
2.26
0.0
0.0
34.7
0.02
0.0
0.022
946.00
0.00
19767
2.26
0.0
0.0
34.7
0.02
0.0
0.022
948.00
0.00
19765
2.26
0.0
0.0
34.7
0.02
0.0
0.022
950.00
0.00
19762
2.26
0.0
0.0
34.7
0.02
0.0
0.022
952.00
0.00
19759
2,26
0.0
0.0
34.7
0.02
0.0
0.022
954.00
0.00
19757
2.26
0.0
0.0
34.7
0.02
0.0
0.022
956.00
0.00
19754
2.26
0.0
0.0
34.7
0.02
0.0
0.022
959.00
0.00
19751
2.26
0.0
0.0
34,7
0.02
0.0
0.022
960.00
0.00
19749
2.26
0.0
0.0
34,7
0.02
0.0
0.022
962.00
0,00
19746
2.26
0.0
0.0
34.7
0.02
0.0
0.022
964.00
0.00
19743
2.26
0.0
0.0
34.7
0.02
0.0
0.022
966.00
0.00
19741
2.26
0.0
0.0
34.7
0.02
0.0
0.022
968.00
0.00
19738
2.26
0.0
0.0
34.7
0.02
0.0
0.022
970.00
0.00
19735
2.26
0.0
0.0
34.7
0.02
0.0
0.022
972.00
0.00
19733
2.26
0.0
0.0
34.7
0.02
0.0
0.022
974.00
0.00
19730
2.26
0.0
0.0
34.7
0.02
0.0
0.022
976.00
0.00
19727
2.25
0.0
0.0
34.7
0.02
0.0
0.022
978.00
0.00
19725
2.25
0.0
0.0
34.7
0.02
0.0
0.022
980.00
0.00
19722
2.25
0.0
0.0
34.7
0.02
0.0
0.022
982.00
0.00
19719
2.25
0.0
0.0
34.7
0.02
0.0
0.022
984.00
0.00
19717
2.25
0.0
0.0
34.7
0.02
0.0
0.022
986.00
0.00
19714
2.25
0.0
0.0
34.7
0.02
0.0
0.022
988.00
0.00
19711
2.25
0.0
0,0
34.7
0.02
0.0
0.022
990.00
0.00
19709
2.25
0.0
0.0
343
0.02
0.0
0.022
992.00
0.00
19706
2.25
0.0
0.0
34.7
0,02
0.0
0.022
994.00
0.00
19703
2.25
0.0
0.0
34.7
0.02
0.0
0.022
996.00
0.00
19701
2.25
0.0
0.0
34.7
0.02
0.0
0.022
998.00
0.00
19698
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1000.00
0.00
19695
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1002.00
0.00
19693
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1004.00
0.00
19690
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1006,00
0,00
19688
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1008,00
0.00
19685
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1010.00
0.00
19682
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1012.00
0.00
19690
2.25
0.0
0.0
34.7
0.02
OA
0.022
1014.00
0.00
19677
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1016.00
0.00
19674
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1018,00
0.00
19672
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1020.00
0.00
19669
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1022.00
0.00
19666
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1024.00
0.00
19664
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1026.00
0.00
19661
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1028.00
0.00
19658
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1030.00
0.00
19656
2.25
0.0
0.0
34.7
0.02
0.0
0,022
1032.00
0.00
19653
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1034.00
0.00
19650
2.25
0.0
0.0
34.7
0.02
0.0
0.022
1036.00
0.00
19648
2.25
0.0
0.0
34,7
0.02
0.0
0.022
1038,00
0.00
19645
225
0.0
0.0
34.6
0.02
0.0
0.022
1040.00
0.00
19642
2.25
0.0
0.0
34.6
0.02
0.0
0.022
1042.00
0.00
19640
2.25
0.0
0.0
34.6
0.02
0.0
0.022
s;5t 371 WU02kalaMq`ou[eAE0104 a1.
whtee', W2004 m2SAM
Page 15 of 41

0
H
1
1044.00
0.00
19637
2.25
0.0
0.0
34.6
0.02
0.0
0.022
1046.00
0.00
19634
2.25
0.0
0.0
34.6
0.02
0.0
0.022
1048.00
0.00
19632
2.25
0.0
0.0
34,6
0,02
0.0
0.022
1050.00
0.00
19629
2.25
0.0
0.0
34,6
0,02
0.0
0.022
1052.00
0.00
19626
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1054.00
0.00
19624
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1056.00
0.00
19621
2.24
0.0
0.0
34,6
0,02
0.0
0.022
1058.00
0.00
19618
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1060.00
0,00
19616
2.24
0.0
0.0
34.6
0.02
0.0
0,022
1062,00
0.00
19613
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1064.00
0.00
19610
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1066.00
0.00
19608
2.24
0.0
0.0
34.6
0,02
0.0
0.022
1068,00
0.00
19605
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1070.00
0.00
19602
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1072.00
0.00
19600
2,24
0.0
0.0
34.6
0,02
0.0
0.022
1074.00
0.00
19597
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1076.00
0.00
19595
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1078.00
0.00
19592
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1080.00
0.00
19589
2.24
0.0
0.0
34.6
0.02
0.0
0,022
1082.00
0.00
19587
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1084.00
0.00
19584
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1086.00
0.00
19581
2,24
0.0
0.0
34.6
0.02
0.0
0.022
1088.00
0.00
19579
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1090.00
0.00
19576
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1092.00
0.00
19573
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1094.00
0.00
19571
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1096.00
0.00
19568
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1098.00
0.00
19565
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1100.00
0.00
19563
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1102.00
0.00
19560
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1104.00
0.00
19557
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1106.00
0.00
19555
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1108.00
0.00
19552
2,24
0,0
0.0
34.6
0.02
0.0
0.022
1110.00
0.00
19549
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1112.00
0.00
19547
2.24
0.0
U
34.6
0.02
0.0
0.022
1114.00
0.00
19544
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1116.00
0.00
19541
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1118.00
0.00
19539
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1120,00
0.00
19536
2.24
0.0
0.0
34.6
0.02
0.0
0.022
1122,00
0.00
19534
2.24
0.0
0.0
34.6
0.02
0.0
0,022
1124.00
0.00
19531
2.24
0.0
0.0
34.6
0.02
0.0
0.022
112&00
0.00
19528
2.24
0.0
0,0
34.6
0.02
0.0
0.022
1128,00
0.00
19526
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1130.00
0.00
19523
2.23
0.0
0.0
34.6
0,02
0.0
0,022
1132.00
0.00
19520
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1134A0
0.00
19518
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1136.00
0.00
19515
2.23
0.0
0.0
34.6
0,02
0.0
0.022
1138.00
0.00
19512
2.23
0.0
0.0
34.6
0.02
0.0
0,022
1140.00
0.00
19510
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1142.00
0.00
19507
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1144.00
0.00
19504
2,23
0.0
0.0
34.6
0.02
0.0
0.022
1146.00
0.00
19502
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1148.00
0.00
19499
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1150.00
0.00
19496
2.23
0,0
0.0
34.6
0.02
0.0
0.022
1152.00
0.00
19494
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1154.00
0.00
19491
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1156.00
0.00
19498
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1158.00
0.00
19486
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1160.00
0.00
19483
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1162.00
0.00
19481
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1164.00
0.00
19478
2.23
0.0
0,0
34.6
0.02
0.0
0.022
1166.00
0.00
19475
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1168.00
0.00
19473
2.23
0.0
0.0
34.6
0.02
0.0
0,022
1170.00
0.00
19470
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1172.00
0.00
19467
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1174.00
0.00
19465
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1176.00
0,00
19462
2.23
0.0
0.0
34.6
0,02
0.0
0.022
1178.00
0.00
19459
2.23
0.0
0,0
34.6
0.02
0.0
0.022
1180,00
0.00
19457
2.23
0.0
0.0
34.6
0.02
0.0
0,022
1182,00
0.00
19454
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1184,00
0.00
19451
2.23
0.0
0.0
34.6
0.02
0.0
0.022
..1ui 1 0002 u nlwp out.-0so+w..�.
pHrded: OWC04 10 28 AM
Page 16 of 41

RAK-Properties`Wate"r; Qualify Wef;'Pone
1186.00
0.00
19449
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1188.00
0.00
19446
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1190.00
0.00
19443
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1192.00
0.00
19441
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1114,01
0.00
19438
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1196.00
0.00
19436
2.23
0.0
0.0
34.6
0,02
0.0
0.022
1198.00
0.00
19433
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1200,00
0.00
19430
2.23
0.0
0.0
34.6
0.02
0.0
0.022
1202.00
0.00
19429
2.23
0.0
0.0
34.6
0.02
0.0
0,022
1204.00
0.00
19425
2.23
0.0
0.0
34,6
0.02
0.0
0.022
'
1206,00
0.00
19422
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1208,00
0.00
19420
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1210.00
0.00
19417
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1212,00
0.00
19414
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1
1214,00
0.00
19412
2.22
0,0
U
34.6
0.02
0.0
0.022
1216.00
0.00
19409
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1218.00
0.00
19406
2.22
0.0
0.0
34.6
0.02
0.0
0.022
•tta11U*QZZnlWwq-utcaea04.xis PMtec: &6=0410:2aAM Page 17 of 41

1
2 AK:;P.riiner#ies;:Waternii�lity� Wet+Pc
I
1
1220.00
0.00
19404
2.22
0.0
0.0
34.6
0.02
0,0
0.022
1222.00
0.00
19401
2.22
0.0
0.0
34.6
0.02
0.0
0,022
1224.00
0.00
19399
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1226.00
0.00
19396
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1228.00
0.00
19393
2.22
0.0
U
34.6
0.02
0.0
0,022
1230.00
0.00
19391
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1232.00
0.00
19388
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1234.00
0.00
19385
2.22
0.0
0.0
34.6
0,02
0,0
0.022
1236.00
0.00
19383
2.22
0.0
0.0
34.6
0.02
0.0
U22
1239.00
0.00
19380
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1240.00
0.00
19377
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1242.00
0,00
19375
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1244.00
0.00
19372
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1246.00
0.00
19369
2.22
0.0
0.0
34.6
0,02
0.0
0.022
1248.00
0.00
19367
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1250.00
0.00
19364
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1252.00
0.00
19362
2.22
0.0
0.0
34.6
0.02
0,0
0.022
1254.00
0.00
19359
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1256.00
0.00
19356
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1258.00
0.00
19354
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1260.00
0.00
19351
2.22
0.0
0.0
34.6
0,02
0,0
0.022
1262.00
0.00
19348
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1264.00
0.00
19346
2.22
0.0
0.0
34.6
0.02
0.0
0.022
1266,00
0.00
19343
2,22
0.0
0.0
34.6
0.02
0.0
0,022
1268,00
0.00
19340
2,22
0.0
0.0
34.5
0,02
0.0
0.022
1270.00
0.00
19338
2.22
0.0
0.0
34.5
0.02
0.0
0.022
1272.00
0.00
19335
2.22
0.0
0.0
34.5
0.02
0.0
0.022
1274,00
0.00
19333
2.22
0.0
0.0
34.5
OM
0,0
0.022
1276.00
0.00
19330
2.22
0.0
0.0
34.5
0.02
0.0
0.022
1278,00
0.00
19327
2.22
0.0
0.0
34.5
0,02
0.0
0.022
1280.00
0.00
19325
2.22
0.0
0,0
34.5
0.02
0.0
0.022
1282.00
0.00
19322
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1284.00
0.00
19319
2.21
0.0
0.0
34.5
0,02
0.0
0.022
1286.00
0.00
19317
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1288.00
0.00
19314
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1290.00
0.00
19311
2.21
0.0
0.0
34.5
0,02
0.0
0,022
1292.00
0.00
19309
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1294.00
0.00
19306
2.21
0.0
0.0
34.5
0.02
0.0
0,022
1296.00
0.00
19303
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1299.00
0.00
19301
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1300.00
0.00
19298
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1302.00
0.00
19296
2.21
0.0
0.0
34.5
0,02
0.0
0.022
1304,00
0.00
19293
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1306.00
0.00
19290
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1308.00
0.00
19288
2.21
0.0
0.0
34.5
0,02
0.0
0.022
1310.00
0.00
19285
2.21
0.0
0.0
34.5
0,02
0,0
0,022
1312.00
0.00
19282
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1314,00
0.00
19280
2.21
0.0
0.0
34.5
0.02
0.0
0.022
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0.00
19277
2.21
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0.0
34.5
0.02
0.0
0.022
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0.00
19275
2.21
0.0
0.0
34.5
0.02
0.0
0.022
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0.00
19272
2.21
0,0
0.0
34.5
0.02
0.0
0.022
1322.00
0.00
19269
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1324.00
0.00
19267
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1326.00
0.00
19264
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1328.00
0.00
19261
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1330.00
0.00
19259
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1332.00
0,00
19256
2.21
0.0
0.0
34.5
0.02
0.0
0,022
1334.00
0.00
19253
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1336.00
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2.21
0.0
0.0
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0.0
0.022
1338.00
0.00
19248
2.21
0.0
0.0
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0.0
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1340.00
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2.21
0.0
0.0
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0.02
0.0
0,022
1342,00
0.00
19243
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1344.00
0.00
19240
2.21
0.0
0.0
34.5
0.02
0.0
0.022
1346.00
0.00
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2.21
0.0
0.0
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0.02
0.0
0.022
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2.21
0.0
0,0
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0.0
0,022
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2.21
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0.02
0.0
0.022
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19230
2.21
0.0
0.0
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0.0
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2.21
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0.0
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0.0
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0.0
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Page 18 of 41

1362.00
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2.20
0.0
0.0
34.5
0.02
0.0
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2.20
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2.20
0.0
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2.20
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2.20
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2.20
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2.20
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0.0
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2.20
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0.0
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0.0
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2.20
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(1.00
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110
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0.0
0.0
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Page 19 of 41

1
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2.19
0.0
0.0
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0.0
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2.18
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0.0
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0.0
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0.0
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0.0
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0.0
0.0
34.4
0.02
0.0
0.022
1628.00
0.00
18868
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1630.00
0.00
18865
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1632.00
0.00
18863
2.17
0.0
0.0
34A
0.02
0.0
0.022
1634.00
0.00
18960
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1636.00
0.00
18857
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1638.00
0.00
18855
2.17
0,0
0,0
34A
0,02
0.0
0.022
1640.00
0.00
18852
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1642.00
0.00
18850
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1644.00
0.00
18847
2,17
0.0
0.0
34.4
0.02
0.0
0,022
-.'311Vop Z-ks1wgrwt"oD4O4.als
Page 20 o141

1
1
1646.00
0.00
18844
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1648.00
0.00
18842
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1650.00
0.00
18839
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1652.00
0.00
18837
2.17
0.0
0,0
34.4
0,02
0.0
0.022
1654.00
0.00
18834
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1656.00
0.00
18831
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1658.00
0.00
18829
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1660.00
0.00
18826
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1662.00
0.00
18824
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1664.00
0.00
18821
2.17
0.0
0.0
34.4
0.02
0.0
0.022
1666.00
0.00
18818
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1668.00
0.00
18816
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1670.00
0,00
18813
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1672.00
0.00
18810
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1674,00
0.00
18808
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1676.00
0.00
18805
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1678.00
0.00
18803
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1690,00
0.00
18800
2.16
0.0
0.0
34.4
0.02
0.0
0,022
1682.00
0.00
18797
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1684.00
0,00
18795
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1686,00
0.00
18792
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1688.00
0,00
18790
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1690.00
0,00
18787
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1692,00
0.00
18784
2.16
0.0
0,0
34.4
0.02
0.0
0.022
1694.00
0.00
19782
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1696,00
0,00
18779
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1698.00
0.00
18777
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1700.00
0.00
18774
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1702.00
0.00
18771
2.16
0.0
0.0
34,4
0.02
0.0
0.022
1704.00
0.00
19769
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1706.00
0.00
18766
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1708.00
0.00
18764
2.16
0.0
0.0
34.4
0,02
0.0
0.022
1710,00
0.00
18761
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1712.00
0.00
18758
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1714.00
0.00
18756
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1716.00
0.00
18753
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1718.00
0.00
18751
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1720,00
0.00
18748
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1722.00
0.00
18745
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1724.00
0.00
18743
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1726.00
0.00
18740
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1728.00
0.00
18738
2.16
0.0
0.0
34.4
0.02
0.0
0.022
1730.00
0.00
18735
2.16
0.0
0.0
34.3
0.02
0.0
0.022
1732.00
0.00
18732
2.16
0.0
0.0
34.3
0.02
0.0
0.022
1734.00
0.00
18730
2.16
0.0
0.0
34.3
U2
0,0
0.022
1736.00
0.00
18727
2.16
0.0
0.0
34.3
0.02
0.0
0.022
1738,00
0.00
19725
2.16
0,0
0.0
34.3
0.02
0.0
0,022
1740,00
0.00
18722
2.16
0.0
0.0
34.3
0.02
0.0
0.022
1742.00
0.00
18719
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1744.00
0.00
18717
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1746.00
0.00
18714
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1748,00
0.00
18711
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1750.00
0.00
18709
2.15
0.0
0.0
34.3
0.02
0.0
0.022
3752,00
0.00
18706
2.15
0.0
0.0
34.3
0.02
0,0
0,022
1754.00
0.00
18704
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1756,00
0.00
18701
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1758.00
0.00
18698
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1760.00
0.00
18696
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1762.00
0.00
18693
2,15
0,0
0.0
34.3
0.02
0.0
0.022
1764.00
0,00
18691
2.15
0.0
0.0
343
0.02
0.0
0.022
1766,00
0.00
18688
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1768,00
0.00
18685
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1770.00
0.00
18683
2.15
0,0
0.0
34.3
0.02
0.0
0.022
1772.00
0.00
18680
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1774.00
0,00
18678
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1776,00
0.00
18675
2.15
0.0
0.0
34.3
0,02
0.0
0.022
1778,00
0.00
18672
2.15
0.0
0,0
34.3
0.02
0.0
0.022
1780.00
0,00
18670
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1782,00
0.00
18667
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1794.00
0.00
18665
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1786.00
0.00
18662
2.15
0.0
0.0
34.3
0.02
0.0
0.022
•-.%13111000N-.I.%wq,.d.MD404 -4
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Page 21 of 41

I
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1788.00
0.00
18659
2.15
0.0
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34.3
0.02
0.0
0.022
MOM
0.00
18657
2.15
0.0
0.0
34.3
0.02
0.0
0,022
1792,00
0.00
18654
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1794.00
0.00
18652
2,15
0.0
0.0
343
0.02
0.0
0.022
1796.00
0.00
18649
2.15
0.0
0.0
34,3
0.02
0.0
0.022
1798.00
0.00
18646
2.15
0.0
0.0
34,3
0,02
0.0
0.022
1800.00
0.00
18644
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1802.00
0.00
18641
2.15
0.0
0.0
343
0.02
0.0
0.022
1804.00
0,00
18639
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1806.00
0.00
18636
2,15
0.0
0.0
34.3
0.02
0.0
0.022
1808.00
0.00
18634
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1810.00
0.00
18631
2,15
0.0
0.0
34.3
0.02
0.0
0.022
1812.00
0.00
18628
2,15
0.0
0.0
34.3
0,02
0.0
0.022
1814.00
0,00
18626
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1916,00
0.00
18623
2,15
0.0
0.0
34.3
0.02
0.0
0.022
1818.00
0.00
18621
2.15
0.0
0.0
34.3
0.02
0.0
0.022
1820.00
0.00
18618
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1822.00
0.00
18615
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1824.00
0.00
18613
2,14
0.0
0.0
34.3
0.02
0.0
0.022
1826,00
0.00
18610
2,14
0.0
0.0
34.3
0.02
0.0
0.022
1828.00
0.00
18609
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1830,00
0.00
18605
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1832,00
0.00
18602
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1834.00
0.00
18600
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1836.00
0.00
18597
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1838,00
0.00
18595
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1840,00
0.00
18592
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1842.00
0.00
18589
2.14
0.0
0.0
34.3
0.02
0,0
0.022
1844.00
0.00
18587
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1846.00
0.00
18584
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1848.00
0.00
18582
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1850.00
0.00
18579
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1852.00
0.00
18576
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1854.00
0.00
18574
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1856.00
0.00
18571
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1858.00
0.00
18569
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1860.00
0.00
18566
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1862.00
0.00
18563
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1864.00
0.00
18561
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1866.00
0.00
18558
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1868.00
0.00
18556
2.14
0.0
0.0
343
0.02
0.0
0.022
1870.00
0.00
18553
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1972.00
0.00
18550
2.14
0.0
0.0
34.3
0,02
0.0
0.022
1874.00
0.00
18548
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1876.00
0.00
18545
2.14
0.0
0.0
34.3
0.02
0.0
0,022
1878.00
0.00
18543
2.14
0.0
0.0
34.3
0,02
0.0
0.022
1880.00
0.00
18540
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1882.00
0.00
18538
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1884.00
0.00
18535
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1886.00
0.00
18532
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1888.00
0.00
18530
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1890.00
0.00
18527
2.14
0.0
0.0
34.3
0,02
0.0
0,022
1892.00
0.00
18525
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1894.00
0.00
18522
2,14
0.0
0.0
34.3
0.02
0.0
0.022
1896.00
0.00
18519
2.14
0.0
0.0
34.3
0.02
0.0
0.022
1898.00
0.00
18517
2.13
0,0
0.0
34.3
0.02
0.0
0.022
1900.00
0.00
18514
2.13
0.0
0.0
343
0.02
0.0
0.022
1902.00
0.00
18512
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1904.00
0.00
18509
2.13
0.0
0.0
34.3
0,02
0.0
0.022
1906.00
0.00
18506
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1908.00
0.00
18504.
2.13
0.0
0.0
34.3
0.02
0.0
0.022
191 o.00
0.00
18501
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1912.00
0.00
18499
2.13
0.0
0.0
34.3
0.02
0.0
0.022
19 i 4.00
0.00
18496
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1916.00
0.00
18493
2.13
0,0
0.0
34.3
0.02
0.0
0.022
1918.00
0.00
18491
2.13
0.0
0.0
34.3
0.02
0.0
0,022
1920.00
0.00
18488
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1922.00
0.00
18486
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1924.00
0.00
18483
2.13
0.0
0.0
34.3
0.02
0.0
0,022
1926,00
0.00
18481
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1928.00
0.00
18478
2.13
0.0
0.0
34.3
0.02
0.0
0.022
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Page 22 of 41

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1930.00
0.00
18475
2,13
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0.0
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0.02
0.0
0.022
1932.00
0,00
18473
2.13
0.0
0.0
343
0,02
0.0
0.022
1934.00
0,00
18470
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1936.00
0.00
18468
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1938.00
0,00
18465
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1940.00
0,00
18462
2.13
0.0
0.0
34,3
0,02
U
0.022
1942.00
0.00
18460
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1944.00
0,00
18457
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1946.00
0,00
18455
2.13
0.0
0.0
34.3
0.02
0,0
0,022
1948.00
0.00
18452
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1950.00
0.00
18450
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1952.00
0.00
18447
2.13
0.0
0.0
34.3
0,02
0.0
0.022
1954.00
0.00
18444
2.13
0.0
0.0
34.3
0.02
0.0
0,022
1956.00
0.00
18442
2.13
0.0
0.0
34.3
0,02
0.0
0,022
1958.00
0.00
18439
2.13
0.0
0.0
34.3
0.02
0.0
0.022
1960.00
0.00
18437
2.13
0.0
0.0
34.3
0.02
0.0
0,022
1962.00
0.00
18434
2.13
0.0
0.0
34.2
0.02
0.0
0.022
1964.00
0.00
18431
2.13
0.0
0.0
34.2
0.02
0.0
0.022
1966.00
0.00
18429
2.13
0.0
0.0
34.2
0.02
0.0
0.022
1968.00
0.00
18426
2.13
0.0
0.0
34.2
0.02
0.0
0.022
1970.00
0.00
18424
2.13
0.0
0.0
34.2
0.02
0.0
0.022
1972,00
0.00
18421
2.13
0.0
0.0
34.2
0,02
0.0
0.022
1974,00
0.00
18418
2.13
0.0
0.0
34.2
0.02
0.0
0.022
1976.00
0.00
18416
2.12
0.0
0.0
34.2
0.02
0.0
0.022
1978.00
0.00
18413
2.12
0.0
0.0
34.2
0.02
0.0
0.022
1980.00
0.00
18411
2.12
0,0
0.0
34.2
0,02
0.0
0.022
1982.00
0.00
18408
2.12
0.0
0.0
34.2
0.02
0.0
0.022
1984,00
0.00
18406
2.12
0.0
0.0
34.2
0.02
0.0
0.022
1986.00
0.00
18403
2.12
0.0
0.0
34.2
0.02
0.0
0.022
1988,00
0.00
18400
2.12
0.0
0.0
34.2
0,02
0.0
0.022
1990.00
0.00
18398
2.12
0.0
0.0
34.2
0.02
0.0
0.022
1992.00
0.00
18395
2.12
0.0
0.0
34.2
0.02
0.0
0.022
1994.00
0.00
18393
2.12
0.0
0.0
34.2
0.02
0.0
0.022
1996.00
0.00
18390
2.12
0,0
0.0
34.2
0.02
0.0
0.022
1998.00
0.00
18387
2.12
0.0
0.0
34.2
0.02
0.0
0.022
2000.00
0.00
18385
2.12
0,0
0.0
34.2
0,02
0.0
0.022
2002.00
0.00
18382
2.12
0.0
0.0
34.2
0.02
0.0
0,022
2004.00
0.00
18380
2.12
0.0
0.0
34.2
0.02
0.0
0.022
2006.00
0.00
18377
2.12
0.0
0.0
34.2
0.02
0.0
0.022
2008.00
0.00
18375
2.12
0.0
0.0
34.2
0.02
0.0
0.022
2010.00
0.00
18372
2.12
0.0
0.0
34.2
0,02
0.0
0.022
2012.00
0.00
18369
2.12
0.0
0.0
34.2
0.02
0.0
0.022
2014.00
0.00
18367
2.12
0,0
0.0
34.2
0,02
0.0
0.022
2016.00
0.00
18364
2.12
0.0
0.0
34.2
0.02
0.0
0.022
2018.00
0.00
18362
2.12
0.0
0.0
34.2
0.02
0.0
0.022
2020.00
0.00
18359
2.12
0,0
0.0
34.2
0,02
0.0
0,022
2022.00
0.00
18357
2.12
0.0
0.0
34.2
0.02
0.0
0.022
2024.00
0.00
18354
2.12
0.0
0.0
34.2
0.02
0.0
0.022
2026.00
0.00
18351
2.12
0.0
0.0
34.2
0.02
0.0
0,022
2028,00
0.00
18349
2.12
0,0
0.0
34.2
0,02
0.0
0,021
2030.00
0.00
18346
2.12
0.0
0.0
34.2
0.02
0.0
0.021
2032.00
0.00
18344
2.12
0.0
0.0
34.2
0.02
0.0
0.021
2034.00
0.00
18341
2.12
0.0
0.0
34.2
0.02
0.0
0.021
2036.00
0.00
18338
2.12
0.0
0.0
34.2
0.02
0.0
0.021
2038,00
0.00
18336
2.12
0.0
0,0
34.2
0.02
0.0
0,021
2040,00
0.00
18333
2.12
0,0
0.0
34.2
0,02
0.0
0,021
2042.00
0.00
18331
2.12
0.0
0.0
34.2
0.02
0.0
0,021
2044.00
0.00
18328
2.12
0.0
0.0
34.2
0.02
0.0
0.021
2046.00
0.00
18326
2.12
0.0
0.0
34.2
0.02
0.0
0.021
2048,00
0.00
18323
2.12
0,0
0.0
34.2
0.02
0.0
0.021
2050.00
0.00
18320
2.12
0.0
0,0
34.2
0.02
0.0
0.021
2052.00
0.00
18318
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2054,00
0.00
18315
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2056.00
0.00
18313
2.11
0,0
0.0
34.2
0.02
0.0
0.021
2058.00
0.00
18310
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2060.00
0.00
19308
2,11
0.0
0.0
34.2
0,02
0.0
0.021
2062.00
0.00
18305
2.11
0.0
0.0
34.2
0.02
0.0
0,021
2064,00
0.00
18302
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2066,00
0.00
18300
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2068,00
0.00
18297
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2070.00
0.00
18295
2.11
0.0
0.0
34.2
0.02
0.0
0.021
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2072.00
0.00
18292
2,11
0.0
0.0
34,2
0.02
0.0
0.021
2074,00
0.00
18289
2,11
0.0
0.0
34.2
0.02
0.0
0.021
2076.00
0.00
18287
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2078.00
0.00
18284
2.11
0.0
0.0
34,2
0.02
0.0
0.021
2090.00
0.00
18282
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2082.00
0,00
18279
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2084.00
0.00
18277
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2086.00
0.00
18274
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2088.00
0.00
18271
2.11
0,0
0.0
34.2
0.02
0.0
0.021
2090.00
0.00
18269
2.11
0.0
0.0
34.2
0.02
0.0
0,021
2092.00
0.00
18266
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2094.00
0.00
18264
2.11
0.0
0.0
34.2
0,02
0,0
0.021
2096.00
0.00
18261
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2098.00
0.00
18259
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2100.00
0,00
18256
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2102.00
0.00
18253
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2104.00
0.00
18251
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2106.00
0,00
18248
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2108.00
0,00
18246
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2110.00
0.00
18243
2.11
0.0
0.0
34.2
0,02
0.0
0.021
2112.00
0.00
18241
2.11
0.0
0.0
34.2
0.02
0.0
0.02I
2114.00
0.00
18238
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2116.00
0.00
18235
2.11
0.0
0.0
34.2
0.02
0.0
0.021
21I8,00
0.00
18233
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2120.00
0.00
18230
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2122,00
0.00
18228
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2124,00
0.00
18225
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2126.00
0.00
18223
2.11
0.0
0.0
34.2
0.02
0.0
0.021
2128.00
0.00
18220
2.11
0.0
0.0
34.2
0.02
0.0
0,021
2130.00
0.00
18217
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2132.00
0.00
18215
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2134.00
0.00
18212
2.10
0.0
0.0
34.2
0,02
0.0
0.021
2136,00
0.00
18210
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2138,00
0.00
18207
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2140.00
0.00
18205
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2142.00
0.00
18202
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2144.00
0.00
18199
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2146.00
0.00
18197
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2WS.00
0.00
18194
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2150.00
0.00
18192
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2152.00
0.00
18189
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2154.00
0.00
18187
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2156.00
0.00
18184
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2158.00
0.00
18181
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2160.00
0.00
18179
2.10
0.0
0.0
34,2
0.02
0.0
0.021
2162.00
0.00
18176
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2164.00
0.00
18174
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2166.00
0.00
18171
2.10
0.0
0.0
34.2
0.02
0.0
0,021
2168.00
0,00
18169
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2170.00
0.00
18166
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2172.00
0.00
18163
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2174.00
0.00
18161
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2176.00
0.00
18158
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2178,00
0.00
18156
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2180.00
0.00
18153
2.10
0.0
0.0
34,2
0.02
0.0
0.021
2182.00
0.00
18151
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2184.00
0.00
18148
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2186.00
0.00
18145
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2188.00
0.00
18143
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2190,00
0.00
18140
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2192.00
0.00
18138
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2194.00
0.00
18135
2.10
0.0
0.0
34.2
0.02
0.0
0.021
2196.00
0.00
18133
2.10
0.0
0.0
34.1
0.02
0.0
0.021
2198.00
0.00
18130
2.10
0.0
0.0
34.1
0.02
0.0
0.021
2200.00
0.00
18127
2.10
0.0
0,0
34.1
0.02
0.0
0.021
2202.00
0.00
18125
2.10
0.0
0.0
34.1
0.02
0.0
0.021
2204.00
0.00
19122
2.10
0.0
0.0
34.1
0.02
0.0
0.021
2206.00
0.00
18120
2.10
0.0
0.0
34.1
0.02
0.0
0.021
2208.00
OM
18117
2.09
0.0
0.0
34.1
0,02
0.0
0,021
2210,00
0.00
18115
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2212.00
0,00
18112
2.09
0.0
0,0
34.1
0.02
0.0
0.021
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2214.00
0.00
18110
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2216.00
0.00
18107
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2218,00
0.00
18104
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2220,00
0.00
18102
2.09
0.0
0.0
34.1
0.02
0,0
0.021
2222.00
0.00
18099
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2224,00
0.00
18097
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2226,00
0.00
18094
2,09
0,0
0.0
34.1
0.02
0.0
0.021
2228.00
0.00
18092
2.09
0.0
0.0
34,1
0,02
0.0
0.021
2230.00
0.00
18089
2.09
0.0
0.0
34,1
0,02
0.0
0.021
2232,00
0.00
18086
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2234.00
0.00
18084
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2236.00
0.00
18081
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2238,00
0.00
18079
2.09
0.0
0.0
34.1
0,02
0.0
0,021
2240.00
0.00
18076
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2242.00
0.00
18074
2.09
0.0
0,0
34.1
0.02
0.0
0.021
2244.00
0.00
18071
2.09
0.0
0.0
34.1
0.02
0.0
0,021
2246.00
0.00
18068
2.09
0.0
0.0
34.1
U2
0.0
0.021
2249.00
0.00
18066
2.09
0.0
0.0
34.1
0.02
0.0
0,021
2250.00
0.00
18063
2.09
0.0
0.0
34.1
0.02
0.0
0,021
2252.00
0.00
18061
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2254.00
0.00
18058
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2256.00
0.00
18056
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2258.00
0.00
18053
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2260.00
0.00
18051
2.09
0.0
0.0
34,1
0.02
0.0
0.021
2262.00
0.00
18048
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2264.00
0.00
18045
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2266.00
0,00
18043
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2268.00
0.00
18040
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2270.00
0.00
18038
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2272.00
0.00
18035
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2274.00
0.00
18033
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2276.00
0.00
18030
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2278.00
0.00
18028
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2280.00
0.00
18025
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2282.00
0.00
18022
2.09
0.0
0.0
34,1
0.02
0.0
0.021
2284.00
0.00
18020
2.09
0.0
0.0
34,1
0.02
0.0
0,021
2286.00
0.00
18017
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2289.00
0.00
18015
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2290.00
0.00
18012
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2292.00
0.00
18010
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2294.00
0.00
18007
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2296.00
0.00
18004
2,08
0.0
0.0
34.1
0.02
0.0
0.021
2298.00
0.00
18002
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2300.00
0.00
17999
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2302.00
0.00
17997
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2304.00
0.00
17994
2,08
0.0
0.0
34.1
0.02
0.0
0.021
2306.00
0.00
17992
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2308.00
0.00
17989
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2310,00
0.00
17987
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2312,00
0.00
17984
2.08
0,0
0.0
34.1
0.02
0,0
0.021
2314.00
0.00
17981
2.08
0.0
0.0
34A
0.02
0.0
0.021
2316.00
0.00
17979
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2318.00
0.00
17976
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2320.00
0.00
17974
2.08
0.0
0.0
34.1
0.02
0.0
0,021
2322.00
0.00
17971
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2324.00
0.00
17969
2.08
0.0
0.0
34.1
0.02
0.0
0,021
2326.00
0.00
17966
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2328,00
0.00
17964
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2330.00
0.00
17961
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2332.00
0.00
17958
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2334.00
0,00
17956
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2336.00
0.00
17953
2.09
0.0
0.0
34.1
0.02
0.0
0.021
2338.00
0.00
17951
2.09
0,0
0.0
34.1
0.02
0.0
0,021
2340,00
0.00
17948
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2342.00
0.00
17946
2.08
0.0
0.0
34.1
0.02
0.0
0,021
2344.00
0.00
17943
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2346,00
0.00
17941
2.08
0.0
0.0
34.1
0.02
0.0
0,021
2348.00
0.00
17938
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2350.00
0.00
17935
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2352.00
0.00
17933
2.08
0.0
0.0
34.1
0,02
0.0
0.021
2354.00
0.00
17930
2.09
0.0
0.0
34.1
0.02
0.0
0,021
8:1131 10002kc.lm%wq-la-OE0404.wls
pdnlee[ 41MOD410:28 AM
Page 25 of 41

11
2356.00
0.00
17928
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2358.00
0.00
17925
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2360.00
0.00
17923
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2362,00
0.00
17920
2.08
0.0
0.0
34.1
0.02
0.0
0.021
2364.00
0.00
17918
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2366.00
0.00
17915
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2368.00
0.00
17912
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2370,00
0.00
17910
2.07
0.0
0.0
34.1
0.02
O.0
0,021
2372,00
0.00
17907
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2374.00
0.00
17905
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2376.00
0.00
17902
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2378,00
0.00
17900
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2380.00
0.00
17897
2.07
0.0
0.0
34A
0.02
0.0
0.021
2382.00
0.00
17895
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2384.00
0.00
17892
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2386.00
0.00
17889
2.07
0.0
0.0
34A
.0.02
0.0
0.021
2388.00
0.00
17887
2.07
0.0
0.0
34A
0.02
U
0.021
2390.00
0.00
17884
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2392.00
0.00
17882
2.07
0.0
0.0
34,1
0.02
0.0
0.021
2394,00
0.00
17979
2,07
0.0
0.0
34,1
0.02
0.0
0.021
2396.00
0.00
17877
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2398.00
0.00
17874
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2400.00
0.00
17872
2.07
0,0
0.0
34.1
0.02
0.0
0.021
2402,00
0.00
17869
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2404.00
0.00
17867
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2406.00
0.00
17864
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2408.00
0,00
17861
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2410,00
0.00
17859
2.07
0.0
0.0
34.1
0.02
0.0
O,021
2412.00
0.00
17856
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2414.00
0.00
17854
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2416.00
0.00
17851
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2418.00
0.00
17849
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2420.00
0.00
17846
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2422.00
0.00
17844
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2424.00
0.00
17841
2.07
0.0
0.0
34.1
0.02
0.0
0.021
2426.00
0.00
17838
2.07
OA
0.0
34.1
0,02
0.0
0.021
2428.00
0.00
17836
2,07
0.0
0.0
34.0
0.02
0.0
0.021
2430.00
0.00
17833
2.07
0.0
0.0
34.0
0.02
0.0
0.021
2432.00
0,00
17831
2.07
0.0
0.0
34.0
0,02
0.0
0.021
2434.00
0.00
17828
2.07
0.0
0.0
34.0
0.02
0.0
0.021
2436.00
0.00
17826
2.07
0.0
0.0
34.0
0.02
0.0
0.021
2438.00
0,00
17823
2.07
0,0
0.0
34.0
0.02
0.0
0.021
2440.00
O.00
17821
2.07
0.0
0.0
34.0
0.02
0.0
0.021
2442.00
0.00
17818
2.07
0.0
0.0
34.0
0.02
0.0
0.021
2444.00
0.00
17816
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2446.00
0.00
17813
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2448.00
0.00
17810
2.06
0,0
0.0
34.0
0.02
0.0
0.021
2450.00
0.00
17808
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2452.00
0.00
17805
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2454.00
0.00
17803
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2456.00
0.00
17800
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2458.00
0,00
17798
2.06
0.0
0.0
34,0
0.02
0.0
0.021
2460.00
0.00
17795
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2462.00
0.00
17793
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2464,00
0.00
17790
2.06
0.0
0.0
34.0
0.02
0.0
0,021
2466.00
0.00
17788
2.06
0.0
0.0
34,0
0.02
0.0
0.021
2468.00
0.00
17785
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2470.00
0.00
17782
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2472.00
0.00
17780
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2474.00
0.00
17777
2.06
0.0
0.0
34.0
0,02
0.0
0.021
2476.00
0.00
17775
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2478.00
0.00
17772
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2480.00
0.00
17770
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2482.00
0,00
17767
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2484,00
0.00
17765
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2486.00
0.00
17762
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2488.00
0.00
17760
2.06
0.0
0.0
34.0
0,02
0.0
0.021
2490.00
0.00
17757
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2492.00
0.00
17754
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2494.00
0.00
17752
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2496.00
0.00
17749
2.06
0.0
0.0
34.0
0.02
0.0
0,021
411311 Y=2%c#IwlwWout"ao4o4.r1v
printed: 81&2004 10:26 AM
Page 26 of 41

m im -M, mmmrm
me rwm,
1 1
2498.01
0.00
17741
2.06
0.0
0.0
34.0
0.02
0.0
0.021
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2500.00
0,00
17744
2.06
0.0
0,0
34.0
0.02
0.0
0.021
2502.00
0.00
17742
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2504.00
0.00
17739
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2506.00
0,00
17737
2.06
0.0
0.0
34.0
0,02
0.0
0.021
2508,00
0.00
17734
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2510,00
0.00
17732
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2512.00
0,00
17729
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2514.00
0,00
17726
2.06
0.0
0,0
34.0
0.02
0.0
0.021
2516,00
0.00
17724
2.06
0.0
0.0
34.0
0.02
.0.0
0.021
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2518.00
0.00
17721
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2520.00
0.00
17719
2.06
0.0
0.0
34.0
0.02
0.0
0.021
2522.00
0.00
17716
2.05
0.0
0.0
34.0
0.02
0.0
0.021
2524.00
0.00
17714
2.05
0.0
0.0
34.0
0.02
0.0
0.021
2526.00
0.00
17711
2.05
0.0
0.0
34.0
0.02
0.0
0.021
2528.00
0.00
17709
2.05
0.0
0.0
34.0
0.02
0.0
0.021
2530.00
0,00
17706
2.05
0.0
0.0
34.0
0.02
0.0
0.021
2532.00
0.00
17704
2.05
0.0
0.0
34,0
0.02
0.0
0.021
'
2534.00
0.00
17701
2.05
0.0
0.0
34.0
0.02
0.0
0.021
2536.00
0.00
17699
2.05
0.0
0.0
34.0
0.02
0.0
0.021
2538.00
0.00
17696
2.05
0.0
0.0
34.0
0.02
0.0
0.021
2540.00
0.00
17693
2.05
0.0
0.0
34.0
0.02
0.0
0.021
2542.00
0.00
i 7691
2.05
0.0
0.0
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2544,00
0.00
17688
2.05
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34.0
0.02
0.0
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2546.00
0.00
17686
2,05
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0.0
34.0
0.02
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2548.00
0.00
17683
2.05
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34.0
0.02
0.0
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2550.00
0.00
17681
2.05
0.0
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0.021
2552.00
0.00
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2554.00
0.00
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2.05
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34.0
0.02
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2556.00
0.00
17673
2.05
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34.0
0.02
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0.00
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2.05
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34.0
0.02
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2560,00
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17668
2.05
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0.0
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2562.00
0.00
17666
2.05
0.0
0.0
34.0
0.02
0.0
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2564.00
0.00
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2.05
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2566.00
0.00
17660
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2.05
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0.02
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0,00
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2.05
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34.0
0.02
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2574.00
0,00
0.00
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17650
2.05
2.05
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34.0
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0.02
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2576.00
0.00
17648
2.05
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0.0
34.0
0,02
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2578.00
0.00
17645
2.05
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34.0
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2580.00
2582.00
0,00
0.00
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17640
2.05
2.05
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0.0
0.0
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34.0
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0.02
0.0
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0.02I
2584.00
0.00
17638
2.05
0.0
0.0
34.0
0.02
0.0
0.021
2586.00
0.00
17635
2.05
0.0
0.0
34.0
0.02
0.0
0.021
2588.00
0.00
17633
2,05
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2590.00
0.00
17630
2.05
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2592.00
0.00
17627
2.05
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0.021
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0.00
17625
2,05
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0.00
17622
2,05
0.0
0.0
34.0
0.02
0.0
0.021
2598.00
0.00
17620
2.05
0.0
0.0
34.0
0.02
0.0
0.021
2600.00
0.00
17617
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2602.00
0.00
17615
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2104,00
0.00
17612
2,04
0.0
0.0
34.0
0.02
0.0
0.021
2606.00
0.00
17610
2.04
0.0
0.0
34.0
0.02
0.0
0.021
'
2608,00
0.00
17607
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2610,00
0.00
17605
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2612,00
0.00
11602
2,04
0.0
0.0
34.0
0.02
0.0
0.021
2614.00
0.00
17600
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2616.00
0.00
17597
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2618.00
0.00
17595
2.04
0.0
0.0
34.0
0.02
0,0
0.021
2620.00
0.00
17592
2,04
0.0
0.0
34.0
0.02
0.0
0.021
2622.00
0,00
17589
2.04
0.0
0.0
34.0
0.02
0.0
0,021
'
2624,00
0.00
17587
2.04
0.0
0.0
34.0
0,02
0.0
0.021
2626.00
0.00
17584
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2628.00
0.00
17582
2,04
0.0
0.0
34.0
0.02
0.0
0,021
2630,00
0.00
17579
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2632.00
0.00
17577
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2634.00
0.00
17574
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2636.00
0.00
17572
2.04
0.0
0.0
34,0
0.02
0.0
0.021
2638.00
0.00
17569
2.04
0.0
0.0
34.0
0.02
0.0
0.021
Sl»11MDZ�IM%wglf ,A 80404.Mh
printed, W200410:28 ue
Page 27 of 41

I
IM,0
a
-,
All
2640.00
0.00
17567
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2642.00
0,00
17564
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2644.00
0.00
17562
2.04
.0.0
0.0
34.0
0.02
0.0
0.021
2646.00
0.00
17559
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2648.00
0,00
17557
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2650.00
0.00
17554
2.04
0.0
0.0
34.0
0,02
0.0
0.021
2652.00
0.00
17551
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2654.00
0.00
17549
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2656.00
0,00
17546
2.04
0.0
0.0
34.0
0.02
0.0
0,021
2658.00
0.00
17544
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2660.00
0.00
17541
2.04
0.0
0.0
34.0
0.02
0.0
0.021
2662.00
0.00
17539
2.04
0.0
0.0
33.9
0.02
0.0
0.021
2664.00
0,00
17536
2.04
0.0
0.0
33.9
0.02
0.0
0.021
2666.00
0.00
17534
2.04
0.0
0.0
33.9
0.02
0.0
0.021
2668.00
0.00
17531
2.04
0.0
0.0
33.9
0.02
0.0
0.021
2670,00
0.00
17529
2.04
0.0
0.0
33.9
0.02
0.0
0.021
2672.00
0.00
17526
2.04
0.0
0.0
33.9
0.02
0.0
0.021
2674.00
0.00
17524
2.04
0.0
0.0
33.9
0.02
0.0
0.021
2676.00
0.00
17521
2.04
0.0
0.0
33.9
0.02
0.0
0.021
2678.00
0.00
17519
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2680.00
0.00
17516
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2682.00
0.00
17514
2.03
0.0
0,0
33.9
0.02
0.0
0,021
2684.00
0.00
17511
2.03
0.0
0.0
33.9
0.02
0.0
0,021
2686.00
0,00
17508
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2689.00
0.00
17506
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2690.00
0.00
17503
2.03
0.0
0.0
33.9
0,02
0.0
0.021
2692.00
0.00
17501
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2694.00
0.00
17498
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2696.00
0.00
17496
2.03
0.0
0.0
33.9
0.02
0.0
OA21
2698.00
0.00
17493
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2700.00
0.00
17491
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2702.00
0,00
17488
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2704.00
0.00
17486
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2706.00
0.00
17483
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2708.00
0.00
17481
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2710.00
0.00
17478
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2712.00
0.00
17476
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2714.00
0.00
17473
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2716.00
0.00
17471
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2718.00
0.00
17468
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2720.00
0.00
17466
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2722.00
0.00
17463
103
0.0
0.0
33.9
0.02
0,0
0,021
2724.00
0.00
17460
2.03
0.0
0.0
33.9
0.02
0.0
0,021
2726.00
0.00
17458
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2728.00
0.00
17455
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2730.00
0.00
17453
2.03
0.0
0.0
33.9
0,02
0.0
0.021
2732.00
0.00
17450
2.03
0.0
0.0
33.9
0,02
0.0
0.021
2734.00
0,00
17448
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2736.00
0.00
17445
2.03
0.0
0.0
33.9
0.02
0.0
0,021
2738.00
0.00
17443
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2740.00
0.00
17440
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2742.00
0,00
17439
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2744.00
0.00
17435
2.03
0.0
0.0
33.9
0.02
0.0
0,021
2746.00
UO
17433
2.03
0.0
0.0
33.9
0.02
0.0
0,021
2748.00
0.00
17430
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2750.00
0.00
17429
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2752.00
0.00
17425
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2754.00
0.00
17423
2.03
0.0
0.0
33.9
0.02
0.0
0.021
2756.00
0.00
17420
2.03
0.0
0,0
33.9
0.02
0.0
0,021
2758.00
0.00
17418
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2760.00
0.00
17415
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2762.00
0.00
17413
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2764.00
0.00
17410
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2766.00
0.00
17407
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2768.00
0.00
17405
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2770.00
0.00
17402
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2772.00
0.00
17400
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2774.00
0.00
17397
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2776,00
0.00
17395
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2778.00
0.00
17392
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2780.00
0.00
17390
2.02
0.0
0.0
33.9
0,02
0.0
0.021
.11311 WCOZ% J-Awq- uwo60104a
pdm.d' efgr2M 10.28 rM
Page 28 of 41

I
2782.00
0,00
17387
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2784,00
0,00
17385
2.02
0'0
0.0
33.9
0.02
0,0
0.021
2786.00
0.00
17382
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2788,00
0.00
17380
2.02
0.0
0.0
33.9
0,02
0,0
0.021
2790,00
0.00
17377
2.02
0,0
0.0
33.9
0,02
0,0
0.021
2792.00
0.00
17375
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2794.00
0.00
17372
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2796,00
0.00
17370
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2798.00
0.00
17367
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2800.00
0.00
17365
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2802.00
0.00
17362
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2904,00
0.00
17360
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2806,00
0.00
17357
2.02
0.0
0,0
33.9
0.02
0.0
0.021
2808.00
0.00
17355
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2810.00
0.00
17352
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2812.00
0.00
17350
2.02
0.0
0,0
33.9
0.02
0.0
0.021
2814.00
0.00
17347
2,02
0.0
0.0
33.9
0.02
0.0
0.021
2816.00
0.00
17344
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2818.00
0.00
17342
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2820.00
0.00
17339
2,02
0.0
0.0
33.9
0.02
0.0
0.021
2822.00
0.00
17337
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2824.00
0.00
17334
2,02
0.0
0.0
33.9
0.02
0,0
0.021
2826.00
0.00
17332
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2828.00
0.00
17329
2.02
0.0
0.0
33.9
0.02
0.0
0,021
2830.00
0.00
17327
2.02
0.0
0.0
33.9
0.02
0.0
0,021
2832.00
0.00
17324
2,02
0.0
0.0
33.9
0.02
0.0
0.021
2834.00
0.00
17322
2.02
0.0
0.0
33.9
0.02
0.0
0.021
2836.00
0.00
17319
2.01
0.0
0.0
33.9
0.02
0.0
0.021
2838.00
0.00
17317
2,01
0.0
0.0
33.9
0.02
0.0
0,021
2840.00
0.00
17314
2,01
0.0
0.0
33.9
0,02
0.0
0,021
2842.00
0.00
17312
2.01
0.0
0.0
33.9
0.02
0.0
0.021
2844.00
0.00
17309
2.01
0.0
0.0
33.9
0.02
0.0
0.021
2846.00
0.00
17307
2.01
0.0
0.0
33.9
0.02
0.0
0.021
2848.00
0.00
17304
2,01
0.0
0.0
33.9
0.02
0.0
0.021
2850.00
0.00
17302
2,01
0.0
0.0
33.9
0.02
0.0
0.021
2852.00
0.00
17299
2.01
0.0
0.0
33.9
0.02
0.0
0.021
2854,00
0.00
17297
2,01
0.0
0.0
33.9
0.02
0.0
0.021
2856.00
0.00
17294
2,01
0.0
0.0
33.9
0,02
0.0
0.021
2858.00
0.00
17292
2.01
0.0
0.0
33.9
0,02
0.0
0.021
2860.00
0.00
17289
2,01
0.0
0.0
33.9
0,02
0.0
0.021
2862.00
0.00
17287
2.01
0.0
0.0
33.9
0.02
0,0
0,021
2864.00
0.00
17284
2.01
0.0
0.0
33.9
0,02
0.0
0.021
2866.00
0.00
17282
2,01
0.0
0.0
33.9
0,02
0.0
0.021
2868,00
0.00
17279
2.01
0.0
0.0
33.9
0.02
0.0
0.021
2870.00
0.00
17277
2.01
0.0
0.0
33.9
0.02
0.0
0.021
2872.00
0.00
17274
2.01
0.0
0.0
33.9
0.02
0,0
0.021
2874.00
0.00
17272
2.01
0.0
0.0
33.9
0.02
0.0
0.021
2876.00
0.00
17269
2.01
0.0
0.0
33.9
0.02
0.0
0.021
2878.00
0.00
17266
2.01
0.0
0.0
33.9
0.02
0.0
0.021
2880.00
0.00
17264
2.01
0.0
0.0
33.9
0.02
0.0
0.021
7200.00
0.00
12210
1.49
0.0
0.0
9.7
0.02
0.0
0.018
2.00 days 20,180 c.f. - 14,740 c.f, = 2,916 cf Required volume of water quality storage is 5,480 c.f.
So, water quality volume draws down within the allowable time.
5.00 days 20,180-12,210 c.f. = 7,970 cf
1
ai13111000RaI.Vwg4w.060404.x1a
iri. C: ax a004 101A AM
Page 29 of 41

1
1
In, INMIM
I
Peak Inflow,
13.0 cfs
Time to Peak Calculation:
CN=
85
P= 7 in S= 1.76 in.
Q'=
5.25
in, (depth ofrunofi)
Vol=
55,675
cf (vol. ofrunofl)
Time to Peak, (Tp) =>
51.47 minutes
(SCS TR-55)
t/p
O/Oa
t
Q
min
cfs
0.00
0.000
0.00
0.00
0.04
0.003
2.00
0.05
0.07
0.013
4.00
0.19
0.11
0.029
6.00
0.43
0.15
0.052
8.00
0.76
0.18
0.080
10.00
1.17
0.22
0.114
12.00
1,66
0.26
0.153
14,00
2,23
0.29
0.196
16.00
2.85
033
0.242
18.00
3.54
0.37
0.292
20,00
4,26
0.40
0.344
22,00
5,02
0.44
0,397
24.00
5.80
0.48
0.452
26.00
6.59
0.51
0.506
28,00
7,38
0.55
0,559
30,00
8.15
0.59
0.610
32.00
8.90
0.62
0.659
34.00
9.62
0.66
0.705
36.00
10.29
0.70
0.747
38.00
10.90
0.73
0.784
40.00
11,44
0.77
0.817
42.00
11.92
0.81
0.843
44.00
12.31
0.84
0,864
46.00
12.61
0.88
0.879
48.00
12.82
0.92
0.887
50.00
12.94
0.95
0.889
52.00
12.97
0.99
0,883
54.00
12.89
1.03
0.872
56.00
12.72
1.06
0.854
58.00
12.46
1.10
0.830
60.00
12.11
1.14
0.800
62.00
11.68
1.17
0.765
64.00
11.16
121
0.728
66.00
10.63
1.25
0.692
68.00
to. 10
1.28
0.658
70,00
9.61
1.32
0.626
72.00
9.13
1.36
0.595
74.00
8.68
1.39
0.566
76.00
8.26
1.43
0.538
78.00
7.85
1,47
0.511
80.00
7.46
1.50
0.486
82.00
7.10
1,54
0.462
84.00
6.75
1.58
0.439
86.00
6.41
1.61
0.418
98.00
6.10
1.65
0.397
90.00
5.80
1.69
0.378
92.00
5.51
1.72
0.359
94.00
5.24
1.76
0.341
96.00
4.98
1,80
0.325
98.00
4.74
1.83
0.309
100.00
4.50
1.87
0.293
102.00
4.28
1,91
0.279
104.00
4.07
1,94
0.265
106.00
3.87
1.98
0.252
108.00
3.68
2.02
0.240
110.00
3.50
2.05
0.228
112.00
3,33
s:u711 WM2'&.1a ,-te-0Ea4DIxh
pnnmd. MU7M 10:2a AM Page 30 of 41

'RAK'W,6p3ertiiimaterl,' Q uali_ 4 -.,.Wet"Pc
tY
2.09
0.217
114.00
3.16
'
2.13
0.206
116.00
3.01
2.16
0.196
118,00
2,86
2.20
0.186
120.00
2.72
2.24
0.177
122.00
2.58
2.27
0.168
124.00
2,46
2.31
0.160
126,00
2.34
2.35
0.152
128.00
2.22
2.38
0.145
130.00
2.11
2.42
0.138
132.00
2.01
'
2.46
0.131
134.00
1.91
2.49
0.124
136.00
1.81
2.53
0.118
138.00
1.72
2.57
0.112
140.00
1.64
'
2.60
0.107
142.00
1,56
2.64
0.102
144.00
1.48
2.68
0.097
146.00
1.41
2.71
0.092
148.00
1.34
'
2.75
0.097
150.00
1.27
2.79
0.083
152.00
1.21
2.82
0.079
154,00
1.15
2.86
0.075
156.00
1.09
'
2.90
0.071
158.00
1.04
2.93
0.068
160,00
0.99
1
[I
1
•:u31+woo2kssmhrgrmne aewo4..ti printed: LWW4 10:25 AFA Page 31 o141

o.RAkyf "p Ai ater°Quality
�SRWr .''wet'p �U, 1 j� ; I r.€. 11 fIV ,4 ryi�t .�� ,f•_`�" I �f�..r R'-Sdi �} 4 ,7.
' WEIR ORIFICE W.Q. EMERGENCY 'TOTAL
TIME INFLOW STORAGE STAGE RISER RISER BARREL ORIFICE SPILLWAY OUTFLOW
min cfs LcIZ fftl cfs cfs cfs(cf.;) cfs cfs
'
0,00
0.00
0
0.00
0.0
0.0
0.0
0.00
0.0
0.0
2.00
0.05
0
0.00
0.0
0.0
0.0
0.00
0.0
0.0
4,00
0.19
6
0.00
0.0
0.0
0.0
0.00
0.0
0.0
6.00
0.43
29
0,01
0.0
0.0
0.0
0.00
0.0
0.0
'
8.00
0.76
80
0.02
0.0
0.0
0,0
0.00
0.0
0.0
10.00
1.17
171
0.04
0.0
0.0
0.0
0.00
0.0
0.0
12.00
1.66
311
0,06
0.0
0.0
0.1
0.00
0.0
0.0
14.00
2.23
510
0.10
0.0
0.0
0.2
0.00
0.0
0.0
16.00
2,85
777
0.14
0.0
0.0
0.3
0.01
0.0
0.0
18.00
3,54
1119
0.19
0.0
0.0
04
0.01
0.0
0.0
20.00
4.26
1542
0.25
0.0
0.0
0.7
0.01
0.0
0.0
22.00
5.02
2053
0.32
0.0
0.0
1.0
0.01
0.0
0.0
'
24.00
5.80
2654
0.40
0.0
0.0
1.3
0.01
0.0
0.0
26.00
6.59
3349
0.49
0.0
0.0
1.8
0.01
0.0
0.0
28.00
7.38
4138
0.58
0.0
0.0
2.4
0.01
0.0
0.0
30.00
8.15
5022
0.69
0.0
0.0
3.1
0.01
0.0
0.0
'
32.00
8.90
5999
0.81
0.0
0.0
3.9
0.01
0.0
0.0
34.00
9.62
7066
0.93
0.0
0.0
4.8
0.01
0.0
0.0
36.00
10.29
8219
1.06
0.0
0.0
5.8
0.02
0.0
0.0
38.00
10.90
9452
1.19
0.0
0.0
7.0
0.02
0.0
0.0
40.00
11.44
10757
1.34
0.0
0.0
8.3
0.02
0.0
0.0
42.00
11.92
12129
1.48
0.0
0.0
9.7
0.02
0.0
0.0
44.00
12.31
13556
1.63
0.0
0.0
11.2
0,02
0.0
0.0
46,00
12.61
15031
1.78
0.0
0.0
12.8
0,02
0.0
0.0
48.00
12.82
16542
1.94
0.0
0.0
14.4
0.02
0.0
0.0
50,00
12.94
18079
2.09
0.0
0.0
34.1
0,02
0.0
0.0
52,00
12.97
19629
2.25
0.0
0.0
34.6
0.02
0.0
0.0
54.00
12.89
21183
2.40
0.6
135.5
35.1
0.02
0.0
0.6
56.00
12.72
22660
2.54
4.4
270.9
35.6
0.02
0.0
4.5
'
58.00
12.46
23651
2.64
8.2
331.7
35.9
0.02
0.0
8.2
60.00
12.11
24166
2.69
10.3
359.1
36.1
0.02
0.0
10.4
62.00
11.68
24375
2.71
11.3
369.E
36.1
0.02
0.0
11.3
64.00
11.16
24420
2.71
11.5
371.8
36.2
0.02
0.0
11.5
66.00
10.63
24378
2.71
11.3
369.8
36.1
0.02
0.0
11.3
68.00
10.10
24295
2.70
10.9
365.6
36.1
0.02
0.0
10.9
70,00
9.61
24195
2.69
10.5
360.5
36.1
0.02
0.0
10.5
72.00
9.13
24088
2.68
10.0
355.1
36.1
0.02
0.0
10.0
'
74.00
8.68
23981
2.67
9.5
349.5
36.0
0.02
0.0
9.6
76.00
8.26
23876
2.66
9.1
343.9
36.0
0,02
0.0
9.1
78.00
7.85
23773
2.65
8.7
338.4
36.0
0.02
0.0
8,7
80,00
7.46
23674
2.64
8.2
332.9
35.9
0.02
0.0
8.3
82.00
7.10
23577
2.63
7.8
327.5
35.9
0.02
0,0
7.9
84.00
6.75
23484
2.62
7.5
322.2
35.9
0.02
0.0
7.5
86.00
6.41
23394
2.61
7.1
317.0
35.8
0.02
0.0
7.1
88.00
6.10
23306
2.60
6.8
311.9
35.8
0,02
0.0
6.8
90.00
5.80
23222
2.60
6.5
306.8
35.8
0.02
0.0
6.5
92.00
5.51
23140
2.59
6,1
30 L9
35.8
0,02
0.0
6.2
94.00
5.24
23061
2.58
5.9
297.0
35.7
0.02
0.0
5.9
1
96.00
98.00
4.98
4.74
22985
22911
2.57
2.57
5.6
5.3
292.2
287.5
35.7
35.7
0.02
0,02
0.0
0.0
5.6
5.3
100.00
4.50
22839
2,56
5.1
282.8
35.7
0.02
0.0
5.1
102.00
4.28
22770
2.55
4.8
278.3
35,6
0.02
0.0
4.8
t
104,00
106.00
4.07
3.87
22703
22639
2.55
2.54
4.6
4.4
273.8
269.4
35.6
35.6
0.02
0.02
0.0
0.0
4.6
4.4
108.00
3.68
22576
2.53
4.2
265.0
35.6
0,02
0.0
4.2
110.00
3.50
22516
2.53
4.0
260.8
35.6
0,02
0.0
4.0
112.00
114.00
3.33
3.16
22457
22400
2.52
2.52
3.8
3.6
256.6
252.4
35.5
35.5
0,02
0.02
0.0
0.0
3.8
3.6
116.00
3.01
22346
2.51
3.4
248A
35.5
0.02
0.0
3.4
118,00
2.86
22293
2.51
3.3
244.4
35.5
0.02
0.0
3.3
t
120.00
122.00
2.72
2.58
22241
22192
2,50
2.50
3.1
3.0
240.5
236.6
35.5
35.5
0.02
0.02
0.0
0.0
3.1
3.0
124.00
2.46
22144
2,49
2.8
232.8
35.4
0.02
0.0
2.8
126.00
2.34
22098
2.49
2.7
229.1
35A
0.02
0.0
2.7
128.00
2,22
22053
2.48
2.6
225.4
35A
0.02
0.0
2.6
130.00
2.11
22009
2.48
2.4
22 L8
35.4
0.02
0.0
2.5
.h1311YM2%-j.,Wq.lo A"804G4..1.
pflM.W er.700410:28AM
Page 32 of 41

.1
132.00
2.01
21967
2.47
23
218.2
35.4
0.02
0.0
2.3
134.00
1.91
21927
2.47
2.2
214.7
35.4
0.02
0.0
2.2
136.00
1.81
21887
2.47
2.1
211.3
35.4
0.02
0.0
2.1
138.00
1.72
21849
2.46
2.0
207.9
35.4
0.02
0.0
2.0
140,00
1.64
21112
2.46
1.9
204.6
35.3
0.02
0.0
1.9
'
142.00
1.56
21777
2.46
1.8
2013
35.3
0.02
0.0
1.8
144.00
1 A
21742
2.45
1.7
198.1
35.3
0.02
0.0
1.8
146.00
1,41
21709
2.45
1.7
194,9
35.3
0.02
0.0
1.7
148.00
1,34
21676
2.45
l,6
191,8
35.3
0.02
0.0
1.6
150.00
1.27
21645
2.44
1.5
188.8
35.3
0,02
0.0
1.5
1
152.00
1.21
21615
2,44
1.4
185.7
35.3
0.02
0.0
1.5
154.00
1.15
21586
2.44
1.4
182.8
35.3
0.02
0.0
1.4
156.00
1,09
21557
2,43
1.3
179.9
35.3
0,02
0.0
1.3
158.00
1.04
21530
2.43
1.2
177.0
353
0.02
0.0
1.3
'
160.00
0.99
21503
2.43
1.2
174.2
35.2
0.02
0.0
1,2
1
1
67%1311 DOO2i,-m, twq-t.-0s04D4.x,- prwn.d: LW20041020 AM Page 33 of 41

B ' 1 1
lldflow'Hydro r.
Peak Inflow, (QzS) = 14.6 cfs
Time to Peak Calculation: CN= 85 P= 8.05 in S= 1.76 in.
Q"= 6.26 in. (depth of runoff)
Vol= 66,369 of (Vol. of runoff)
Time to Peak, (Tp) => 54.53 minutes
(SCS TR-55)
Lilt 1i
0.00
0.04
0.07
0.11
0.15
0.18
0.22
0.26
0.29
0.33
0.37
0.4
0.44
0.48
0.51
0.5
0.59
0.62
0.66
0.7
0.73
0.77
0.81
0.84
0.88
0.92
0.95
099
1.03
1.06
1.10
1.1
1.17
1.21
1.25
1,28
'
1.32
1.36
1.39
1.43
1.47
1.50
1.54
1.58
I
1.61
1,65
1.69
1.7
1.76
1.80
1.83
L87
'
1.91
1.94
1.98
2.02
'
2.05
aA171110002M 10%.' r 1"SW04 A.
0.000
0.003
0.013
0.030
0.052
0.081
0.115
0.154
0.198
0.246
0.297
0.351
0.406
0.464
0.521
0.578
0.635
0.689
0.741
0.790
0.835
0.875
0.911
0.941
0.965
0.983
0.995
1.000
0.998
0.990
0.975
0.954
0.927
0.895
0.857
0.818
0.780
0.744
0.709
0.676
0.644
0.614
0.586
0.559
0.533
0.508
0.484
0.462
0.440
0.420
0.400
0.381
0.364
0.347
0.331
0.315
0.301
t
min
0.00
2.00
4.00
6.00
8.00
10.00
12.00
14,00
16.00
18.00
20.00
22.00
24.00
26.00
28.00
30.00
32.00
34.00
36.00
38.00
40.00
42.00
44.00
46.00
48.00
50.00
52.00
54.00
56.00
58.00
60.00
62.00
64.00
66.00
68.00
70.00
72.00
74.00
76.00
78,00
80.00
82.00
84.00
86.00
88.00
90.00
92.00
94.00
96.00
98.00
100.00
102.00
104.00
106.00
108.00
110.00
112.00
Q
cfs
0.00
0.05
0.19
0.43
0.76
1.18
1.68
2.25
2.89
3.58
4.33
5.12
5.93
6.77
7.61
8.44
9,26
10.06
10.82
11.53
12.18
12.77
13.29
13.73
14.08
14.35
14.52
14.59
14.57
14.45
14,23
13.93
13.53
13.06
12.50
11.94
11.38
10.85
10.35
9.86
9.41
8.97
8.55
8.15
7.77
7.41
7.07
6,74
6.42
6.12
5.94
5.57
5.31
5.06
4.82
4.60
4.39
Pdnted: !A8l2004 10:2E PM
Page 34 Of 41

RA'K,Propelrties Water:Quality`Wet Pond
WEIR ORIFICE W.Q. EMERGENCY TOTAL
TIME IN'FL0,W STORAGE STAGE RISER RISER BARREL ORIFICE SPILLWAY OUTFLOW
min cfs c�1 � iiEil LEEq Lttl iEL)Luf-sl ids
0.00
0,00
0
0.00
0.0
0.0
0.0
0.00
0.0
0.0
2.00
0.05
0
0.00
0.0
0.0
0.0
0.00
0.0
0.0
4.00
0,19
6
0.00
0.0
0.0
0.0
0.00
0.0
0,0
6.00
0.43
29
0.01
0.0
0.0
0.0
0.00
0.0
0.0
1
8,00
0.76
81
0.02
0.0
0.0
0.0
0.00
0.0
0.0
10.00
1.18
172
0.04
0.0
0.0
0.0
0.00
0.0
0.0
12.00
1.68
313
0.06
0.0
0.0
0.1
0.00
0.0
0.0
14,00
2,25
513
0.10
0.0
0.0
0.2
0.00
0.0
0.0
'
16.00
2.89
782
0.14
0.0
0.0
0.3
0.01
0.0
0.0
18.00
3.58
1128
0.19
0.0
0.0
0.4
0.01
0.0
0.0
20.00
4.33
1557
0.25
0.0
0.0
0.7
0.01
0.0
0,0
22.00
5.12
2076
0.32
0.0
0.0
1.0
0.0E
0.0
0.0
'
24.00
5.93
2689
0.40
0.0
0.0
1.4
0.01
0.0
0.0
26.00
6.77
3400
0.49
0.0
0.0
1.9
0.01
0.0
0.0
28.00
7.61
4211
0.59
0.0
0.0
2.4
0.01
0.0
0.0
30.00
8.44
5122
0.70
0.0
0.0
3.2
0.01
0.0
0.0
32.00
9.26
6133
0.82
0.0
0.0
4.0
0.01
0.0
0.0
34.00
10.06
7243
0.95
0.0
0.0
4.9
0.01
0.0
0.0
36.00
10.82
9449
1.08
0.0
0.0
6.0
0.02
0.0
0.0
38.00
11.53
9744
1.23
0.0
0.0
7.3
0.02
0.0
0.0
40.00
12.18
11126
1.37
0.0
0.0
8.6
0.02
0.0
0.0
42.00
12.77
12586
1.53
0.0
0.0
10.1
0.02
0.0
0.0
44.00
13.29
14116
1.69
0.0
0.0
1 L8
0.02
0.0
0.0
46.00
13.73
15709
1.85
0.0
0.0
13.5
0.02
0.0
0.0
48.00
14.08
17354
2.02
0.0
0.0
33.9
0.02
0.0
0.0
50.00
14.35
19041
2,19
0.0
0.0
34,5
0.02
0.0
0.0
52.00
14.52
20760
2.30
0.0
50.4
35.0
0.02
0.0
0.1
54.00
14.59
22496
2.53
3.9
259.4
35.6
0.02
0.0
3.9
56.00
14.57
23776
2.65
8.7
338.5
36.0
0.02
0.0
8.7
58,00
14.45
24481
2.72
11.8
374.8
36.2
0.02
0.0
11.8
60.00
14.23
24800
2.75
13.3
390.1
36.3
0.02
0.0
13.3
62.00
13.93
24913
2.76
13.8
395.4
36.3
0.02
0.0
13.8
64.00
13.53
24925
2.76
13.9
395.9
36.3
0.02
0.0
13.9
'
66.00
13.06
24882
2.76
13.7
393.9
36.3
0,02
0.0
13.7
68.00
12.50
24807
2.75
13.3
390.4
36,3
0,02
0.0
13.3
70.00
11.94
24709
2.74
12.8
385.8
36.2
0.02
0.0
12.9
72.00
11.38
24599
2.73
12.3
380.5
36.2
0.02
0.0
12.3
74.00
e
10.85
24484
2.72
11.8
375.0
36.2
0.02
0.0
11.8
76.00
10.35
24370
2,71
11.3
369.3
36.1
0.02
0.0
11.3
78.00
9.86
24258
2.70
10.8
363.7
36.1
0.02
0.0
10.8
80.00
9.41
24148
2.69
10.3
358.2
36.1
0,02
0.0
10.3
'
82.00
8.97
24042
2.68
9.8
352.7
36.0
0.02
0.0
9.8
84.00
9.55
23939
2.67
9.4
347.3
36.0
0.02
0.0
9.4
86.00
8.15
23839
2.66
8.9
341,9
36.0
0.02
0.0
9.0
88.00
7.77
23743
2.65
8.5
336.7
35.9
0.02
0.0
8.6
90.00
7.41
23649
2.64
8.1
331.5
35.9
0.02
0.0
K2
92.00
7.07
23559
2.63
7.8
326.5
35.9
0.02
0.0
7.8
94.00
6.74
23471
2.62
7.4
321.5
35.9
0.02
0.0
7.4
'
96.00
98.00
6.42
6.12
23386
23303
2.61
2.60
7.1
6.8
316.5
311.7
35.8
35.8
0.02
0,02
0.0
0.0
7.1
6.8
100.00
5.84
23223
2.60
6.5
306.9
35.8
0.02
0.0
6.5
102.00
5.57
23146
2.59
6.2
302.2
35.8
0.02
0.0
6.2
104.00
106.00
5.31
5.06
23071
22998
2.58
2.57
5.9
5.6
297.6
293.1
35.7
35.7
0.02
0.02
0.0
0.0
5.9
5.6
108.00
4.82
2292E
2.57
5.4
288.6
35.7
0.02
0.0
5.4
110.00
4.60
22860
2.56
5.1
284,2
35.7
0.02
0.0
5.2
112.00
114.00
4.39
4.18
22193
22729
2.55
2.55
4.9
4.7
279.8
275.6
35.7
35.6
0.02
0.02
0.0
0.0
4.9
4.7
116.00
3.99
22667
2.54
4.5
271.4
35.6
0.02
0.0
4.5
118.00
3.80
22607
2.54
4.3
267.2
35.6
0.02
0.0
4.3
120.00
122.00
3.62
3.46
22549
22493
2.53
2.53
4.1
3.9
263.1
259.1
35.6
35.6
0.02
0.02
0.0
0.0
4.1
3.9
124.00
3.29
22438
2.52
3.7
255.2
35.5
0.02
0.0
3.7
126.00
3.14
22395
2.52
3.5
251.3
35.5
0.02
0.0
3.6
128.00
3.00
22333
2.51
3.4
247.5
35.5
0.02
0.0
3.4
'
130.00
2.86
22294
2.51
3.2
243.7
35.5
0.02
0.0
3.3
.:u�� 1ao0Z-Wftkwc, ,W WD404.,k
p Wale menoa 1024AM
Page 36 of 41

RAK:Pr`•oper.'ties4,water�Qua iiymet Pon.0
132.00 2.72 22235 2.50 3.1 240.0 35.5 0.02 0.0 3.1
134.00
2.60
22189
2.50
3.0
236.4
35.5
0,02
0.0
3.0
'
136.00
2.48
22143
2.49
2.8
232.8
35.4
0,02
0.0
2.8
138.00
2.36
22099
2,49
2.7
229.2
35.4
0.02
0.0
2,7
140.00
2.25
22057
2.48
2.6
225.7
35.4
0.02
0.0
2.6
142.00
2.15
22016
2.48
2.5
222.3
35.4
0.02
0.0
2.5
144.00
2.05
21976
2,48
2.3
218.9
35.4
0.02
0.0
2.4
146.00
1.95
21937
2.47
2.2
215.6
35,4
0.02
0.0
2.3
148.00
1.86
21899
2.47
2.1
212.4
35.4
0.02
0.0
2.2
150.00
1.77
21863
2,46
2.0
209.1
35.4
0.02
0.0
2.1
'
152.00
1.69
21827
2.46
2.0
206.0
35.3
0.02
0,0
2.0
154,00
1.61
21793
2.46
1.9
202.8
35.3
0.02
0.0
1.9
156.00
1.54
21760
2.45
1.8
199.8
35.3
0.02
0.0
1.8
158.00
1.46
21728
2,45
1.7
196.7
35.3
0.02
0.0
1.7
'
160.00
1.40
21697
2.45
1.6
193.8
35.3
0.02
0.0
1.6
Fi
F
-113117p00IVulplwq-route-OB940i.xh ad,d.d; LIWW4 1025 AM Page 37 of 41

11
i
I
Peak Inflow, (Q OO) =
17 cfs
Time to Peak Calculation:
CN=
85
P= 10 in S= 1.76 in.
Q'=
8.16 in.
(depth of runoff)
Vol=
86,442 cf
(vol. of runoff)
Time to Peak, (Tp) =>
60.33 minutes
(SCS TR-55)
t/,�, jt 1
O/O n
t
Q
min
cfs
0.00
0.000
0.00
0.00
0.04
0.003
2.00
0.05
0.07
0.011
4.00
0.19
0.11
0.024
6.00
0.42
0.15
0.043
8.00
0.73
0.18
0.066
10.00
1.14
0.22
0,094
12.00
1.62
0.26
0.127
14.00
2.18
0.29
0.164
16.00
2.81
0.33
0,204
18.00
3.51
0.37
0,248
20,00
4,25
0.40
0.294
22.00
5.05
0.44
0.342
24.00
5.88
0.48
0.392
26.00
6,74
0.51
0.444
28.00
7.63
0.55
0,496
30,00
8.52
0.59
0,548
32,00
9.41
0.62
0.599
34.00
10.30
0.66
0.650
36.00
11.16
0.70
0.698
38,00
12.00
0.73
0.745
40.00
12.80
0.77
0.789
42.00
13.56
0.81
0.830
44.00
14.26
0.84
0.867
46.00
14.90
0.88
0,900
48.00
15.47
0.92
0.929
50.00
15.97
0.95
0.954
52.00
16.39
0,99
0.973
54.00
16.72
1.03
0.987
56.00
16.96
1.06
0.996
58.00
17.12
1.10
1.000
60.00
17.18
1.14
0.998
62.00
17.15
1.17
0.991
64.00
17.02
1.21
0.978
66.00
16.81
1.25
0.961
68.00
16.50
1.28
0.938
70.00
16.11
1.32
0.910
72.00
15.64
1.36
0.878
74.00
15.09
1.39
0.844
76.00
14,50
1.43
0.808
78.00
13.89
1.47
0.774
80.00
13.30
1.50
0.741
82.00
12,74
1.54
0.710
84.00
12,20
1.58
0.680
86.00
11_69
1.61
0.651
88.00
11.19
1.65
0.624
90.00
10.72
1.69
0.598
92.00
10.27
1.72
0.572
94.00
9.84
1.76
0.548
96.00
9.42
1.80
0.525
98.00
9.02
1.83
0.503
100.00
8.64
1.87
0.482
102.00
8.28
1,91
0.461
104.00
7.93
1,94
0.442
106.00
7.59
1.98
0.423
108.00
7.27
2.02
0.406
110.00
6.97
2.05
0.388
112.00
6.67
WA131110002%CbjMW q-rW1,0SO4W.:Is pnnlaa, W61206/ 10'.26 AM
Page 38 of 41

I-RAK-P,r6perties-iWater;Qu6lity'-Wet+Ponc
2.09 0.372 114.00 6.39
2.13
0.356
116.00
6.12
2.16
0.341
118.00
5.86
2.20
0.327
120.00
5.62
2.24
0.313
122.00
5.38
2.27
0.300
124.00
5.15
'
2.31
0.287
126.00
4.94
2.35
0.275
128.00
4.73
2.38
0.264
130.00
4.53
2.42
0.252
132.00
4.34
2.46
0.242
134,00
4,15
2.49
0.232
136.00
3.98
2.53
0.222
138.00
3.81
2.57
0.212
140,00
3.65
'
2.60
0.203
142.00
3.50
2.64
0,195
144.00
3.35
2.68
0.187
146.00
3.21
2.71
0.179
148.00
3.07
2.75
0.171
150.00
2.94
2.79
0,164
152.00
2.82
2.82
0.157
154.00
2.70
2.86
0.150
156.00
2.59
2.90
0,144
158.00
248
2.93
0.138
160.00
2.37
2.97
0.132
162.00
2.27
'
3.01
3.04
0.127
0.121
164.00
166.00
2.18
2.08
3.08
0.116
168.00
2.00
1
1
•aisip--ua: W2004 io2dAm Page 39 of 41

1
' WEIR ORIFICE W.Q. EMERGENCY TOTAL
TIME INFLOW STORAGE STAGE RISER RISER BARREL ORIFICE SPILLWAY OUTFLOW
min cfs (c11 nt cfs Icfs cfs) LEESI LEI cfs
0.00 0.00 0 0.00 0.0 0.0 0.0 0.00 0.0 0.0
2.00 0,05 0 0,00 0.0 0.0 0.0 0.00 0.0 0.0
4.00 0.19 6 0.00 0.0 0.0 0.0 0.00 0.0 0.0
6.00 0.42 28 0.01 0.0 0.0 0.0 0.00 0.0 0.0
8.00
0.73
78
0.02
0.0
0.0
0.0
0.00
0.0
0,0
'
10.00
1.14
165
0.04
0.0
0.0
0.0
0.00
0.0
0.0
12.00
1.62
302
0.06
0.0
0.0
0.1
0.00
0.0
0.0
14.00
2.18
496
0.09
0.0
0.0
0.2
0.00
0.0
0.0
16.00
2.81
758
0.13
0.0
0.0
0.3
0.01
0.0
0.0
18.00
3.51
1095
0,19
0.0
0.0
0.4
0.01
0.0
0.0
20.00
4.25
1515
0.25
0.0
0.0
0.7
0.01
0.0
0.0
22.00
5.05
2024
0.32
0.0
0.0
0.9
0.01
0.0
0.0
24.00
5.88
2629
0.39
0.0
0.0
1.3
0.01
0.0
0.0
26.00
6.74
3333
0.48
0.0
0.0
1.8
0.01
0.0
0.0
28.00
7.63
4141
0.59
0.0
0.0
2.4
0.01
0.0
0.0
30.00
8.52
5055
0.70
0.0
0.0
3.1
0.01
0.0
0.0
32.00
9.41
6076
0.81
0.0
0.0
3.9
0.01
0.0
0.0
34.00
10.30
7203
0.94
0.0
0.0
4.9
0.01
0.0
0.0
36.00
11.16
9437
1.08
0.0
0.0
6.0
0.02
0.0
0.0
38.00
12.00
9775
1.23
0.0
0.0
73
0.02
0.0
0.0
40.00
12.80
11213
1.38
0.0
0.0
8.7
0.02
0.0
0.0
'
42.00
13.56
12747
L55
0.0
0.0
10.3
0.02
0.0
0.0
44.00
14.26
14372
L71
0.0
0.0
12.0
0.02
0.0
0.0
46.00
14.90
16080
1.89
0.0
0.0
13.9
0.02
0.0
0.0
48,00
15.47
17866
2.07
0.0
0.0
34.1
0.02
0.0
0.0
'
50.00
15.97
19,720
2.25
0.0
0.0
34.7
0.02
0.0
0.0
52.00
16.39
21633
2A4
1.5
187.6
35.3
0.02
0.0
1.5
54.00
16.72
23420
2.62
7.2
318.5
35.8
0.02
0.0
7.2
56,00
16,96
24557
2.72
12.1
378.5
36.2
0.02
0,0
12.1
58.00
17.12
25136
2.78
14.9
405.5
36.4
0.02
0.0
14.9
60.00
17.18
25399
2.81
16.2
417.2
36.4
0.02
0,0
16.3
62.00
17.15
25510
2.82
16.8
422.1
36.5
0.02
0.0
16.8
64.00
66.00
17.02
16.81
25549
25549
2.82
2.82
17.0
17.0
423.7
423.7
36.5
36.5
0.02
0,02
0.0
0.0
17.0
17.0
68.00
16.50
25523
2.82
16.9
422.6
36.5
0.02
0.0
16.9
70.00
16.11
25477
2.81
16.6
420.6
36.5
0,02
0.0
16.7
72.00
74.00
15.64
15.09
25412
25331
2.81
2.80
16.3
15,9
417.8
414.2
36.5
36.4
0.02
0.02
0.0
0.0
16.3
15.9
76.00
14.50
25233
2.79
15.4
409.9
36.4
0.02
0.0
15.4
78,00
13.89
25123
2.78
14.8
405.0
36.4
0.02
0.0
14.9
80.00
13.30
25006
2,77
14.3
399.6
363
0.02
0.0
14.3
82.00
12.74
24987
2.76
13.7
394.2
36.3
0.02
0.0
13.7
84.00
12.20
24771
2,75
13.1
388.7
36.3
0.02
0.0
13.1
86,00
11.69
24657
2.73
12.6
383.3
36.2
0.02
0.0
12.6
88.00
11,19
24546
2,72
12.1
378.0
36.2
0.02
0.0
12.1
90.00
10.72
24438
2.71
11.6
372.7
36.2
0.02
0.0
11.6
92.00
10,27
24334
2.70
11.1
367.5
36.1
0.02
0.0
11.1
94.00
9.84
24232
2.69
10.6
362A
36.1
0.02
0.0
10.7
96,00
9,42
24133
2.68
10.2
357A
36.1
0.02
0.0
10.2
98.00
9.02
24037
2.67
9.8
352.4
36.0
0.02
0.0
9.8
100.00
8.64
23943
2.67
9.4
347.5
36,0
0.02
0.0
9.4
102.00
8.28
23853
2.66
9.0
342.6
36.0
0.02
0.0
9.0
104.00
7.93
23765
2.65
8.6
337.9
36.0
0.02
0.0
8.6
'
106.00
7.59
23679
2.64
8.3
333.2
35.9
0.02
0.0
8.3
108.00
7.27
23596
2.63
7.9
328.5
35.9
0,02
0.0
7.9
I10.00
6.97
23515
2.62
7.6
324.0
35.9
0.02
0.0
7.6
112.00
6,67
23436
2.62
7.3
319.5
35.9
0,02
0.0
7.3
114.00
6.39
23360
2.61
7.0
315.0
35,8
0.02
0.0
7.0
116.00
6.12
23286
2.60
6.7
310.7
35.8
0.02
0.0
6.7
118.00
5.86
23214
2.60
6.4
306.3
35.8
0.02
0.0
6.4
120.00
5.62
23144
2,59
6.2
302.1
35.8
0.02
0.0
6.2
122.00
5.38
23076
2.58
5.9
297.9
35.7
0.02
0.0
5.9
124.00
5.15
23010
2.59
5.7
293.8
35.7
0.02
0.0
5.7
126.00
4.94
22945
2.57
5A
289.7
35.7
0.02
0.0
5.5
128.00
4,73
22883
2.56
5.2
285.7
35.7
0.02
0.0
5.2
1
130,00
4.53
22822
2.56
5.0
281.7
35.7
0.02
0.0
5.0
*Al 31110002%c•icsV,* auta MG4D4.xh
primed: M004 10:25 AM
Page 40 of 41

132.00
4,34
22763
2,55
4.8
277.8
35.6
0.02
0.0
4.8
134.00
4.15
22706
2.55
4.6
274.0
35.6
0.02
0.0
4.6
136.00
3.98
22650
2.54
4.4
270.2
35.6
0.02
0.0
4.4
138,00
3.81
22596
2.54
4.2
266.4
35.6
0.02
0.0
4.2
140.00
3.65
22543
2.53
4.1
262.7
35.6
0.02
0.0
4,1
142.00
3.50
22492
2.53
3.9
259.1
35.6
0.02
0.0
3.9
144.00
3.35
22442
2.52
3.7
255.5
35.5
0,02
0.0
3.8
146.00
3,21
22394
2.52
3.6
252.0
35.5
0.02
0.0
3.6
148.00
3.07
22347
2.51
3.4
248.5
35.5
0.02
0.0
3.5
150.00
2.94
22302
2.51
3.3
245.1
35.5
0.02
0.0
3.3
152.00
2,82
22257
2.50
3.2
241.7
35.5
0.02
0.0
3.2
154,00
2.70
22214
2.50
3.0
238.3
35.5
0.02
0.0
3.0
156.00
2.59
22172
2.49
2.9
235.1
35.5
0.02
0.0
2.9
158.00
2.48
22131
2,49
2.8
231.8
35.4
0.02
0.0
2.8
160.00
2.37
22092
2,49
2.7
228.6
35.4
0.02
0.0
2.7
162.00
2.27
22053
2.48
2.6
225.5
35.4
0.02
0.0
2.6
164.00
2.18
22016
2.48
2.5
222.3
35.4
0.02
0.0
2.5
166.00
2.08
21979
2.48
2.4
219.3
35.4
0.02
0.0
2.4
168.00
2.00
21944
2.47
2.3
216.3
35.4
0.02
0.0
2.3
$11311wW25PAI= Wout"504Wals
printed: M20W M2e And
Page 41 of 41

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FES #5
Entering the following, I alues will provide you with the
expected outlet velocity and depth of flow in a pipe
assuming the Manningslroughness number is constant
over the entire length of, the pipe.
flow Q in cfs : 6.43 Flow depth (ft) = 0.67
slope S in ft/ft 1.0139 Outlet velocity (fps) = 6.987
pipe diameter D in it : 2
Manning number n :.013
ZONE 2
For a pipe diameter of 2.00 feet and
an outlet velocity of 6.99 feet per second:
The recommended apron) length is 12.00 feet.
The maximum stone diameter is 7.8 inches.
AVG DIAM
STONE
THICKNESS
(inches)
CLASS
(inches)
3
A
9
» 6
B
12 «
13
B or 1
18
23
2
30
So, use 4'Wx12'Lx22"D Class B Rip Rap Dissapator Pad
FES #7
Entering the following values will provide you with the
expected outlet velocity and depth of flow in a pipe
assuming the Mannings roughness number is constant
over the entire length of thIe pipe.
flow Q in cfs : 11 Flow depth (ft) = 1.77
slope S in ft/ft :.0021 Outlet velocity (fps) = 5.270
pipe diameter D in ft : 2
Manning number n :.013
ZONE
For a pipe diameter of 2.00 feet and
an outlet velocity of 5.27 feet per second:
The recommended apron length is 12.00 feet.
The maximum stone diameter is 4.7 inches.
AVG DIAM STONE THICKNESS
(inches) CLASS (inches)
-------- --------------
3 A 9
6 B 12 «
13 B or 1 18
23 21 30
So, use 4'Wx12'Lx22"D Class B Rip Rap Dissapator Pad
711