20020471 Ver 1_COMPLETE FILE_20020325

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Mr. Doug Roberson
City of Rocky Mount
P.O. Box 1180
Rocky Mount, NC 27802
Dear Mr. Roberson:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
February 18, 2003
Re: Isolated Wetland Permit
City of Rocky Mount LCID Landfill
WQC Project # 02-0471
Nash County
Attached hereto is a copy of Isolated Wetland Permit Number 7 issued to City of Rocky Mount for
the City of Rocky Mount LCID Landfill project dated February 18, 2003.
If we can be of further assistance, please do not hesitate to contact us.
Attachments
cc: Corps of Engineers Raleigh Field Office
Debbie Edwards, DWQ Raleigh Regional Office
Kathy Matthews, US Environmental Protection Agency
Peter W. Sokalski, Appian Consulting Engineers
File Copy
Central Files

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands
sir 1
NORTH CAROLINA ISOLATED WETLAND PERMIT
THIS PERMIT is issued in conformity with the requirements North Carolina Division of Water Quality
(DWQ) Regulations in 15 NCAC 2H, Section .1300. It is issued to City of Rocky Mount resulting in 0.76
acres of wetland impact in Nash County pursuant to an application filed on the 14th day of June 2002 with
a modification dated October 1, 2002 and a Public Notice dated November 8, 2002 to construct the City
of Rocky Mount LCID landfill near the CRM Waste Plant on NC 97.
The application provides adequate assurance that the discharge of fill material into wetlands and
streams in the watershed of the Tar River in conjunction with the proposed development will not result in
a violation of applicable Water Quality Standards and discharge guidelines. Therefore, the State of North
Carolina certifies that this activity will not violate the applicable portions of Sections 301, 302, 303, 306,
307 of PL 92-500 and PL 95-217 if conducted in accordance with the application and conditions
hereinafter set forth.
This approval is only valid for the purpose and design that you submitted in your application dated
June14, 2002 as modified on October 1, 2002 and as described in the Public Notice. If you change your
project, you must notify us and send us a new application for a new Permit and Certification. If the
property is sold, the new owner must be given a copy of the Permit and Certification and their approval
letter and is thereby responsible for complying with all conditions. If total wetland fills for this project
(now or in the future) exceed one acre or total perennial stream impact exceeds 150 feet, additional
compensatory mitigation may be `required as described in 15A NCAC 2H .0506 (h) (6) and (7) and 15A
NCAC 2H .1305 ©(6) and .1305 (d)(6). For this approval to be valid, you must follow the conditions
listed below. In addition, you should get any other federal, state or local permits before you go ahead
with your project including (but not limited to) Sediment and Erosion control, Coastal Stormwater, Non-
discharge and Water Supply watershed regulations.
Conditions of Permit and Certification:
1. Appropriate sediment and erosion control practices which equal or exceed those outlined in the
most recent version of two manuals, either the "North Carolina Sediment and Erosion Control
Planning and Design Manual" or the "North Carolina Surface Mining Manual" (available from the
Division of Land Resources in the DEHNR Regional or Central Offices). The control practices shall
be utilized to prevent exceedances of the appropriate turbidity water quality standard (50 NTUs in
all fresh water streams and rivers not designated as trout waters; 25 NTUs in all lakes and
reservoirs, and all saltwater classes; and 10 NTUs in trout waters);
2. All sediment and erosion control measures placed in wetlands or waters shall be removed and the
natural grade restored after the Division of Land Resources has released the project;
3. Measures shall be taken to prevent live or fresh concrete from coming into contact with waters
of the state until the concrete has hardened;
4. If waste or borrow sites are located in wetlands or other waters, compensatory mitigation will be
required since it is a direct impact from road construction activities;
5. An additional condition is that a final written stormwater management plan shall be approved in
writing by this Office based on the October 1, 2002 stormwater plan for Extended Detention
Wetlands prepared by Appian Engineering before the impacts specified in this Permit occur. The
stormwater management plan must include plans and specifications for stormwater management
facilities designed to remove 85% TSS according to the most recent version of the NC DENR
Stormwater Best Management Practices Manual. Also, before any permanent building is
occupied at the subject site, the facilities, as approved by this Office, shall be constructed and
operational, and the stormwater management plan, as approved by this Office, shall be
implemented.
6. Deed notifications or similar mechanisms shall be placed on all remaining jurisdictional wetlands
and waters or areas within 50 feet of all streams and ponds to notify the state in order to assure
compliance for future wetland and/or water impact. These mechanisms shall be put in place
within 30 days of the date of this letter or the issuance of the 404 Permit (whichever is later);
7. Fill must be stabilized with the use of slopes and vegetation, bulkheads or similar mechanisms such
that additional wetlands outside the approved fill area are not impacted by off-site sedimentation;
and

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8. Upon completion of the project, the applicant shall complete and return the enclosed
"Certification of Completion Form" to notify DWQ that all the work included in the Isolated
Wetland Permit has been completed. The responsible party shall complete the attached form
and return it to the 401/Wetlands Unit of the Division of Water Quality.
Violations of any condition herein set forth may result in revocation of this Permit and may result in
criminal and/or civil penalties. This Permit shall become null and void unless the above conditions are
made conditions of the Federal 404 and/or Coastal Area Management Act Permit. This Permit shall
expire five (5) years after the issuance date. If the work is not completed, then application for a new
Isolated Wetland Permit will be required.
If this Permit unacceptable to you have the right to an adjudicatory hearing upon written request
within sixty (60) days following receipt of this Permit. This request must be in the form of a written
petition conforming to Chapter 150B of the North Carolina General Statutes and filed with the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. If modifications are made to an
original Permit, you have the right to an adjudicatory hearing on the modifications upon written request
within sixty (60) days following receipt of the Permit. Unless such demands are made, this Permit shall
be final and binding.
This the 18th day of February 2003
DI\ASION OZ--WATER QUALITY
/
.E., Dire r

DWQ Project No.: County:
Applicant:
Project Name:
Date of Issuance of Isolated Wetland Permit:
Certificate of Completion
Upon completion of all work approved within the Isolated Wetland Permit, and any subsequent modifications,
the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water
Quality, 1621 Mail Service Center, Raleigh, NC, 27699-1621.This form may be returned to DWQ by the
applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from
all of these.
Applicant's Certification
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the Isolated Wetland Permit, the approved plans and specifications,
and other supporting materials.
Signature
Agent's Certification
Date:
I, , hereby state that, to the best of my abilities, due care and
diligence was used in the observation of the construction such that the construction was observed to be built
within substantial compliance and intent of the Isolated Wetland Permit, the approved plans and specifications,
and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I, , as a duly registered Professional (i.e.,
Engineer, Landscape Architect, Surveyor, etc) in the State of North Carolina, having been authorized to
observe (periodically, weekly, full time) the construction of the project, for the Permittee hereby state that, to
the best of my abilities, due care and diligence was used in the observation of the construction such that the
construction was observed to be built within substantial compliance and intent of the Isolated Wetland Permit,
the approved plans and specifications, and other supporting materials.
Signature: Registration No. Date
Feb-14-03 12:14P
P.01
FAX TRANSMISSION
ApPiAn
CONSULTING ENGINEERS, PA
CIVIL, MUNICIPAL R STRUCTURAL ENGINEERS
COMPREHIPMWE ENVIRONMENTAL SERVICES
Number of pages to follow including this page: 6
TO: John Dorney URGENT F7
DATE: 2114103 PLEASE REPLY
WITH: NCDENR - Division of Water Quality AS REQUESTED 0
FAX NO.: [phone]
FROM: Peter W Sokalski
RE: City of Rocky Mount LCID Landfill
Rocky Mount Telegram Payment
COMMENTS
Mr. Domey,
Enclosed is the letter and payment for the advertisement of the public notice. Please
review the invoice as we only paid the $53.35 amount of the bill as it seems to be the
applicable portion for the adverstisement. Let us know if you have any comments or
questions!
Thank you!
Post Office Box 7966
Rocky Mount, North Carolina 27804
[phone] Fax [phone]
ACE 0-20
Feb-14-03 12:14P
P.02
iEl a - M
1 - -
A??ian
CONSULTING ENGINEERS, PA
CIVIL, MUNICIPAL i STRUCTURAL ENGINEERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
Friday, February 14, 2003
Mr. John Domey
North Carolina Division of Environment and Natural Resources
Division of Water Quality
Central Office
2321 Crabtree Blvd.
Raleigh, North Carolina 27604-2260
Re: City of Rocky Mount LCID Landfill
Payment of Rocky Mount Telegram
Dear Mr. Domey,
Thank you for all of your help and support on this project. Enclosed we have attached a copy of
the check and letter sent to the Rocky Mount Telegram for the public notice advertisement.
Based on our last phone conversation on February 12, 2003, this is the last piece of information
needed to obtain the permit from your department. Please let me know if any additional
information is needed and if none is required, when the permit might be expected from your
office.
Again, thank you for all of your time and effort on this projectl We appreciate the hard work you
have inputted to help expedite this project.
Sincerely,
Appioa Consulting Engineers, P.A.
Peter W. Kokalski, E.I.
cc: Mr. Doug Roberson, City of Rocky Mount
File
Pws: C:1My Documents101066 Landfill\Lettersl2-14-03 to John Dorney with payment to telegram doc
841 South Wesleyan Blvd.. Rocky Mount, NC 27803
P.O. Box 7966 . Rocky Mount, NC 27804
Phone: [phone]
Fax: [phone]
e-mail: [e-mail]
Feb-14-03 12:15P
Friday, February 14, 2003
Rocky Mount Telegram
Tri County Shopper
P.O. Box 1080
Rocky Mount, NC 27802-1080
Re: Payment for Advertisement
NCDENR Account #3111560
Dear Sir or Madam:
P.03
a??Tan
CONSULTING ENGINEERS, PA
CIVIL, NUNICIPAL & SMUCTURAL EMONEERS
C004PIMMENSIVE ENVIRONMENTAL SERVICES
We are sending this letter to you with the payment for the advertisement printed on November
8, 2002. The following information is from the invoice:
• Newspaper Reference: 111014 (dated 1118102)
• Account Number. 3111560 (NCDENR Division of Water Quality)
• Amount: $53.35 (Appian Check # 10644)
We have attached a copy of the invoice (the original is with NCDENR). Please process the
check as soon as possible. If you have any questions concerning the payment, please contact
us at [phone]. Thank you for your time and your services!
Sincerely,
Appian Consulting Engineers, P.A.
pa.
okalski, E.1
Enclou"
cc: Mr. John Domey. NCDENR - D01sion of Water Quality
Mr. Doug Roberson, City of Rocky Mount
File
Fws: C:Why Docun erft%Form %Lededread.doc
841 South Wesleyan Blvd. • Rocky Mount, NC 27803
P.O. Box 7966 • Rocky Mount, NC 27804
Phone: [phone]
Fax: [phone]
e-mall; adminVapplanengineers.com
Feb-14-03 12:15P

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
February 10, 2003
City of Rocky Mount
C/o Doug Roberson
P.O. Box 1180
Rocky Mount, NC 27802
Dear Mr. Roberson:
RE: Isolated wetland permit for City Of Rocky Mount, LCID Landfill
Payment of public notice
Nash County
DWQ # 02-0471
Attached please find a copy of the Public Notice for the above-mentioned project for $179.30. DWQ
rules require that the applicant pay for the Public Notice (15A NCAC 2H.1303(a)(1). Please pay the bill
directly to the News and Observer and copy me on the letter so we can be certain that this requirement has been
met. Please note the DWQ Project number on your letter so we can be certain that the information reaches the
proper file.
I can be reached at 919-733-9646 if you have any questions.
CC: John Davis, Appian Engineering
File copy
Central files
Sincerely ours,
n Dorney
bar X01i
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands
ROCKY MOUNT TELEGRAM 2524466056
ROCKY MOUNT TELEGRAM a.D
TRI COMM SHOPPER
P.O. Box 1080 1 kg- 'T AmotmT Our
Rocky Mount, NC 27802-1080 $179.30
ADVERTISING [,2t-- CURFIENTNET-AMR&MI DUE ?F
$53.35
INVOICE and STATEMENT
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1 i11/3C/02
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111560
NC DENR
DIVISION OF WATER QUALITY
ATTN: CHRISTIE JACKSON
1617 MALL SERVICE CENTER
RALEIGH NC 27699
ROCKY MOUNT TELEGRAM
TRI COUNTY SHOPPER
P.O. Box 1080
Rocky Mount. NC 27802-1080
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© N,
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
February 10, 2003
City of Rocky Mount
C/o Doug Roberson
P.O. Box 1180
Rocky Mount, NC 27802
Dear Mr. Roberson:
RE: Isolated wetland permit for City Of Rocky Mount, LCID Landfill
Payment of public notice
Nash County
DWQ # 02-0471
Attached please find a copy of the Public Notice for the above-mentioned project for $179.30. DWQ
rules require that the applicant pay for the Public Notice (15A NCAC 2H.1303(a)(1). Please pay the bill
directly to the News and Observer and copy me on the letter so we can be certain that this requirement has been
met. Please note the DWQ Project number on your letter so we can be certain that the information reaches the
proper file.
I can be reached at 919-733-9646 if you have any questions.
CC: John Davis, Appian Engineering
File copy
Central files
Sincerely ours,
n Dorney
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands

o?oF w A r?Rp?
65 r
Michael F. Easley, Governor
William G. Ross .1r., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
Division of Water Quality
Department of Environmental and Natural Resources
Wetlands/401 Unit
Fax #: [phone]
Fax To: 0 C r) I).-) c r' r (1 0-)
C/O'- .S i ? Q/ S? c ic?r?
Company:
Number of pages including cover sheet:
Notes or special instructions:

Fax #:
706W
Date: ?- 30 -C13
Street Address: 2321 Crabtree Boulevard, Suite 250
Raleigh, NC 27604-2260
Mailing Address: 1650 Mail Service Center
Raleigh, NC 27699-1650
Contact Information: Phone #: [phone]

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (htip://h2o.enr.state.nc.us/ncwetlands
Public Notice
Subject: Public Notice
Date: Wed, 29 Jan 2003 16:37:07 -0500
From: Bev Strickland <[e-mail]>
To: [e-mail]
CC: John Dorney <[e-mail]>
I need a copy of a public notice and the bill so we can get it paid...
Could you please fax it to me at 919-733-6893.
The public notice was for impacting Isolated wetlands. It was sent on
on October 29, 2002 for the City of Rocky Mount LCID Landfill in
Edgecombe County.
Thank you very much for your help in this matter.... I will fax a copy
of our letter to you also..
1 of 1 1/29/03 4:43 PM
F WAIF Michael F. Easley, Governor
9 William G. Ross Jr., Secretary
\0C QG North Carolina Department of Environment and Natural Resources
Uj 7 Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
October 29, 2002
Evening Telegram
P.O. Box 1080
Rocky Mount, NC 27802
Dear Sir or Madam;
RE: Public Notices
Please find attached a copy of a Public Notice to be published one time in the sections set aside for Legal Notices
in your newspaper. The publication should run on or before November 6, 2002. Please send the invoice for the
publication and three copies of the affidavit of publication to the address below. Payment cannot be processed without
the affidavit of publication.
N.C. Division of Water Quality
Parkview Building
Wetlands/401 Unit
2321 Crabtree Blvd.
Raleigh, NC 27604
Attn: John Dorney
If you have any questions, please call me at 919-733-9646.
n Pr ram
Water o
Cc: File copy
rffice
Deborah Edwards, DWQ Raleigh RegionaJohn Davis; Appian Consulting Engineers
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]
. Aft
Customer Service
1 800 623-7748
NORTH CAROLINA DIVISION OF WATER QUALITY
PUBLIC NOTICE is hereby given that the City of Rocky Mount., c/o Mr. Doug Roberson has applied to the North Carolina
Division of Water Quality for an Isolated Wetland Permit pursuant to the Division's rules in 15A NCAC 2H .1300. The
activity for which this Permit is sought is to fill 0.76 acres of isolated wetlands in order to construct the City of Rocky Mour
LCID Landfill in Edgecombe County, NC near CRM Waste Plant on NC 97. The Division intends to issue the Permit with
a condition for on-site stormwater management to include the construction of constructed wetlands. This stormwater
management plan would have to be approved by DWQ before wetland impacts could occur.
The public is invited to comment on the above-mentioned application to the Division of Water Quality. Comments shall bE
in writing and must be received by the Division on later than December 9, 2002. Comments may be sent to the N.C.
Division of Water Quality, Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604, Attn: John Dorney (919-733-
9646). A copy of the application is on file at the Division's Raleigh Regional Office at 3800 Barrett Drive, Raleigh, NC
27609 during normal business hours. The application may be inspected by the public at either location.
Alan Klimek, P.E.
Director
NC Division of Water Quality
DATE: October 29, 2002
NORTH CAROLINA DIVISION OF WATER QUALITY
PUBLIC NOTICE is hereby given that the City of Rocky Mount., c/o Mr. Doug Roberson has applied to the North Carolina
Division of Water Quality for an Isolated Wetland Permit pursuant to the Division's rules in 15A NCAC 2H .1300. The
activity for which this Permit is sought is to fill 0.76 acres of isolated wetlands in order to construct the City of Rocky Mount
LCID Landfill in Edgecombe County, NC near CRM Waste Plant on NC 97. The Division intends to issue the Permit with
a condition for on-site stormwater management to include the construction of constructed wetlands. This stormwater
management plan would have to be approved by DWQ before wetland impacts could occur.
The public is invited to comment on the above-mentioned application to the Division of Water Quality. Comments shall be
in writing and must be received by the Division on later than December 9, 2002. Comments may be sent to the N.C.
Division of Water Quality, Wetlands/401 Unit, 2321 Crabtree Blvd., Raleigh, NC 27604, Attn: John Dorney (919-733-
9646). A copy of the application is on file at the Division's Raleigh Regional Office at 3800 Barrett Drive, Raleigh, NC
27609 during normal business hours. The application may be inspected by the public at either location.
Alan Klimek, P.E.
Director
NC Division of Water Quality
DATE: October 29, 2002
W a r?9p?
o `iiiw?wnmwolw `1?
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
October 10, 2002
Memorandum To: John Dorney
From: Todd St. John
Subject: City of Rocky Mount, L ID Landfill
Nash County
DWQ# 020471?
have reviewed the stormwater management plans and have the following comments. The
plans call for two very large extended detention wetlands. My only concern is that Wetland No. 1 is
sized for 69 acres with 50% imperviousness. Wetland No. 2 is for 24.5 acres of over 100%
imperviousness. It would make more sense to distribute the runoff based on the drainage area to
each wetland. In other words wetland no. 1 has 69 acres of drainage area and has a surface area of
61,500 sq ft, and wetland no. 2 has 24.5 acres of drainage area and a surface area of 87,400 sq ft.
So, the drainage swales should be adjusted so that wetland no. 1 has a drainage area of 38.4 acres
and wetland no. 2 has a drainage area of 54.6. Then each wetland's surface area would be
proportional to its drainage area. This would mean that each wetland would be appropriately sized
based on approximately 90% imperviousness, which according to Danny, is appropriate.
C0? y
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North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) / ///
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) Y vN ?.
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/ '{
r0/4oL
On o Positive Note...
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The Department of Environment and Natural
Resources believes in Recognizing Excellence

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220769
County:
JUN 4 20
NOTIFICATION OF JURISDICTIONAL DETERMINA
Property
Owner City of Rocky Mount
Attn: Doug Roberson
Address P.O. Box 1180
Rocky Mount, NC 27802
Telephone Number 252-972-1299
Authorized
Agent Appian Consulting Engineers, P.A.
Attn: John Davis
Address P.O. Box 7966
Rocky Mount, NC 27803
Telephone Number 919-562-4673
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the east side of Old Battleboro Road (SR 1400), approximately 1 mile north of its intersection
with N.C. Hwy 97, northeast of Rocky Mount, Edgecombe County, North Carolina.
Basis for Determination: The site does not contain any jurisdictional wetlands or stream channels. The
features that were delineated were determined to be isolated and non jurisdictional.
Indicate Which of the Following Apply:
There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
X There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding th Corps of Engineers regulatory program, please contact
Amanda D. Jones at telehne number ,(9k9) 876 - 8441 extension 30
Project Manager Signature
Date May 28, 2002
SURVEY PLAT OR FIELD SKETCH OF
Expiration Date May 28, 2007
THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
CF: DENR / DWQ - Wetlands/401 Unit; Attn: John Dorney, 1650 Mail Service Center, Raleigh, NC 27699
USFWS - Raleigh Field Office, P.O. Box 33726, Raleigh, NC 27636-3726
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220769
County: Edgecombe
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
Property Authorized
Owner City of Rocky Mount Agent_ Appian Consulting Engineers, P.A.
Attn: Doug Roberson Attn: John Davis
Address P.O. Box 1180 Address P.O. Box 7966
Rocky Mount, NC 27802 Rocky Mount, NC 27803
Telephone Number Telephone Number 919-562-4673
Size and Location of Property (waterbody, Highway name/number, town, etc: The property is
located on the east side of Old Battleboro Road (SR 1400), approximately 1 mile north of its intersection
with N.C. Hwy 97, northeast of Rocky Mount, Edgecombe County, North Carolina.
Description of Activity: Applicant proposes to fill the existing wetlands with landfill debris.
Your work as proposed does not require Department of the Army authorization for the following reason(s):
X There are no jurisdictional waters or wetlands within the boundaries of the property.
The proposed project does not impact jurisdictional waters or wetlands.
The proposed project is exempt from Department of the Army regulation.
(Specify) The wetlands on-site are isolated and non-jurisdictional.
This Department of the Army determination does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to
contact appropriate State and local agencies before beginning work.
Any changes in the above described work must be coordinated with the Corps of Engineers prior to
commencement. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Amanda Jones at telephone number (919) 876 - 8441 extension 30
Regulatory Project Manager Signature.
Date May 28, 2002 Expiration Date May 28, 2004
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF: DENR / DWQ - Wetlands/401 Unit; Attn: John Dorney, 1650 Mail Service Center, Raleigh, NC 27699
USFWS - Raleigh Field Office, P.O. Box 33726, Raleigh, NC 27636-3726
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Office Use Only: Fonn Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank. h
(p??; a 1 /yen/ Cfa, e ? -3-3-02-) 1. Processing
1. Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
[0401 Water Quality Certification trol4fe? Weflanc?s Oh (y '.•?:'
t,
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: ILIA-
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
_X
II. Applicant Information
1. Owner/Applicant Information
Name:
Mailing Address:
f
„f
G
Telephone Number: (2s'z ) M-/2-11 Fax Number: 252) '7-77_-)2_3Z
E-mail Address: -
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Oar ?C/avTf •`;AWia, nh,t14i!2, l kq;f-IceIl°l4
Company Affiliation: L/
Mailing Address: r 4 -7 W r' di, e,
N
Fo?t, 4 Nc z
Telephone Number: (q/ 9) 562 - 4-67.3 Fax Number
E-mail Address: ; pa yT-r V c4a i a h e vi q 7v%(2 e v, r. co
Page 3 of 12
G ) S6 r -
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than II by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of proj

2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): -,; 2-3 / "OD
4. Location
County: _J= 7 be Nearest Town:
Subdivision na a (include phase/lot number): A/,'I.
Directions to site (include road ?lnumbers Q, landmarks, etc).):_ /f4Ar,
14 ,,;., `1 /7 e,,A 1? 5lJ
Tu y y, ? -? h i .? v? ,--? i r F i :) a .? 'J' h a ?? .'GG c.' i f : ) [! _t i ?,
I no_vw,7,Niov?l
5. Site coordinates, if available (UTM or Lat/L.ong): N3S J Sy '30 A,? 77 C Lt N' , 30
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
1AJ b4
7. Property size (acres): O c ,
8. Nearest body of water (stream/river/sound/ocean/lake): Clr, r, e ?!; ?L,?a ?y f6 *c y /?i r.e,
9. River Basin: T r /0,,,,,/ c a
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
,7bK
Page 4 of 12
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10. Describe the purposeeo fthe proposed work: c%AVi h q
C742 ;rlY 11. List the type of equipment to be used to construct the project:
12. Describe the land use in the vicinity y of this project:?yon d Gn J ?rr? -;t lJs
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.

V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application:_ IV6
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
U
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: C/'i/l L..,dr/l Date: ro%o/o/
Applicant/Owner: dd;.„ County: c-Ge
Investigator.[ State: ?tlG
Do Normal Circumstances Exist on the site? (?? No
`
Community ID:
Is the site significantly disturbed (Atypical Situation)? es Transect ID: N wKy
Is the area a potential Problem Area? Yes Plot ID: /,!

(If needed, explain on reverse.) p
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. 9.
2. Jr 10.
3. (20erc05 y);
-I r?, / F C

11.
4. 12.
1
5._,4r(M,W,,),, -T '1•-tQ•,/lq FAc?f/ 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-). _ /ao 0
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs Inundated
_ Other
l Saturated in Upper 12 Inches
-L,
No Recorded Data Available Water Marks
Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: =-(in.) Oxidized Root Channels in Upper 12"
Water-Stained Leaves
Depth to Free Water in Pit: _(in.) Local Soil Survey Data

a 3 FAC-Neutral Test
Depth to Saturated Soil: _?
(in.) Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
?,?c•?ur.,.,,,?--__-
(Series and Phase): v
Taxonomy (Subgroup): ?e r 1
L
_-_ c.h?•? ?iF{ f
Drainage Class:
Field Observations /
Confirm Mapped Type? Yes
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. _

A 10- yea LS I C
_
-

a-/o F

,
el 3

IoY??7
67

rolR 7/a

c t

if

//

L l in fb/?
lojy ?a o R 6 /o )'!{ 6/? C ?? -fL ?•?-?.rb?C
?y-a? R?,? /ors? 6/? /orR F'? c f sc? a M;G?i'
a I-a3+ c /0 411 LrR s/F C? F s« r?Q s 3
Hydric Soil. Indicators:
Histosol Concretions
_ Histic Epipedon High Organic Content in Surfa ce Layer Sandy Soils
_ Sulfidic Odor Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks: /W.,/
+ ` D row s r <_?f s i n ,{
WETLAND DETERMINATION
wQ
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Al L u A C1 _ Date:
Applicant/Owner: ; County: C-Y -e-,,/ c
Investigator: State: A/r_

Do Normal Circumstances Exist on the site? a No /f 3 wN+ l
Community ID :
Is the site significantly disturbed (Atypical Situation)? Yes (-NO") Transect ID: wy tlrq
Is the area a potential Problem Area? Yes o Plot ID: wEf
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1.I,lydar?ls/ 5?y?al!{?/u Ffl?t 9. !&-06
2.T inns ?Ge??i l ffAG 10. Q n/M S J
A?T
3. 11.
4.///`/r,4C "I cf-,- r -(-Pr 12.
5. rand:44f- ,em(e,i a ?L?cu/ 13.
6. T/oi1 144---di4 a ?L 14.
7. 15.
8. J n cuS c? 'S S 3 ??ICw'a 16.
Percent of Dominant Species that
di
l
FAC are OBL, FACW or FAC
(exc
u
ng
-).
Remarks:
11
- 11
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs _ Inundated
_ Other ? Saturated in Upper 12 Inches
-/No Recorded Data Available Water Marks
Drift Lines
_
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: _(in.) _? Oxidized Root Channels in Upper 12"
Water-Stained Leaves
Depth to Free Water in Pit: _
Local Soil Survey Data
_? FAC-Neutral Test
Depth to Saturated Soil: _ < __(in.) ___ Other (Explain in Remarks)
Remarks: ?, I,/ r, r 71)) 'le-G,,,,/s
a
R
SOILS
Map Unit Name p
(Series and Phase): 11 o Q n ?l(rc t/a %? .?
? Drainage Class: ,06X-1
?T
_
F ? Field Observations
? Y
d T
fi
{
T
o.7 9
Taxonomy (Subgroup): I es
ype
Con
rm Mappe
-
"
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-16 Q 1c, Y/3 611 1oYgd? 'f ;t f- se-, ld'*S-5
l6-aYt Ca G I C211V ?o iR r? a? S? /ll?ss
Hydric Soil Indicators:
Histosol _ Concretions
Histic Epipedon _ High Organic Content in Surfa ce Layer Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
_
jZ Aquic Moisture Regime ?Listed on Local Hydric Soils List
v-' Reducing Conditions ?Listed on National Hydric Soils List
v," Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? a No (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? es No
Remarks:
(Circle)
Is this Sampling Point Within a Wetland? es No
rkpproveu uy maua ? -
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

GYu i ti Fi l ?. 3z No 0 s? 1 0 /47G

Z 049 A/o Mo' 14

3 (jYw ih /?I f? 0. L? WO ZSoo ? S14G e

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available fluough the FEMA Map Service Center at 1-800-358-9616, or
online at http_Hw%vw fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:
Total area of wetland impact proposed: 0.7 K
-.4. 2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
N IV-A

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (untanned tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.cont,
www.ntapguest_cotn, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: A1_1A

Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres)
Name of Wate)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
NA A/A

List each impact separately and identify temporary impacts. hupacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):_ bA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): 46
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
There lAle-ilah live i rD?a t &,,, J ee, Inc Te) L4/i'A ,+ Ae Cewll l
0244 n'( ??Z/? f1Te (?GgGTu 1 Yt ?vnNn1 ??1nvv ?wJ ? en, YPpl e

Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm,gide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
To l nw, ov.r4lC FU1 '? i_I17" D f /j,0/G? WG??aY? V 74Gcre-r
J
fLo/o S ?rn.w fy non _r uvc. 17roag,P Ck,,,4iy?,, oi-
L? e f?c, ?i r rA 6, S X 0.7 _ GCvP1 , ?d?,
oy,G.r l?yill Nc ?e?n?Gr`.h Gh? ?y?o tee (.,.,'?l /I.?e ?'.S.S cref n-f-
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at litti):Hli2o.eiir--.state.--iic.us/Avrt)/iiidex.litiii. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):061A
Amount of buffer mitigation requested (square feet): /liq
Amount of Riparian wetland mitigation requested (acres): &A
Amount of Non-riparian wetland mitigation requested (acres): /L
Amount of Coastal wetland mitigation requested (acres): li
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federaVstate/local)
land?
Yes [9/ No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] o review current thresholds for environmental documentation.
Yes ? No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA fi al approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Require nts), or other (please identify )?
s Yes ? No If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
I Impact I Required
Zone* fen-rn f P,N Multiplier r r.?.,...
I 1 N 3
2 r 1.5
Total
' Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 213 .0242 or .0260.
XI. Stormwater (DWQ Only)
"a
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XH. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (DWQ Only)
Is this site in violation of DW Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit pplication?
` Yes ? No V
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
See G ti,4"' 11 ow, USq COir (2)
Applicant/Agent's Si
(Agent's signature is
re
Date
only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
- US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Anuy Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Anuy Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Cartcret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Arnry Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone]fti Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
6-//-OZ
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asleville, NC 28801
Telephone: [phone]
arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAN IA and NC Coastal Counties
I "\
,lyr ?
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220769
County: Edgecombe
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Authorized
Owner City of Rocky Mount Agent Appian Consulting Engineers, P.A.
Attn: Doug Roberson Attn: John Davis
Address P.O. Box 1180 Address P.O. Box 7966
Rocky Mount, NC 27802 Rocky Mount, NC 27803
Telephone Number 252-972-1299 Telephone Number 919-562-4673
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the east side of Old Battleboro Road (SR 1400), approximately 1 mile north of its intersection
with N.C. Hwy 97, northeast of Rocky Mount, Edgecombe County, North Carolina.
Basis for Determination: The site does not contain any jurisdictional wetlands or stream channels. The
features that were delineated were determined to be isolated and non jurisdictional.
X
Indicate Which of the Following Apply:
There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
-Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding thA Corps of Engineers regulatory program, please contact
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
Amanda D. Jones at
Project Manager Signature
Date May 28, 2002
number ,(919) 876 - 8441 extension 30
Expiratig,n)Date May 28, 2007
CF: DENR / DWQ - Wetlands/401 Unit; Attn: John Dorney, 1650 Mail Service Center, Raleigh, NC 27699
USFWS - Raleigh Field Office, P.O. Box 33726, Raleigh, NC 27636-3726
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220769 County: Edgecombe
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
Property
Owner City of Rocky Mount
Attn: Doug Roberson
Address P.O. Box 1180
Rocky Mount, NC 27802
Telephone Number
Authorized
Agent Appian Consulting Engineers, P.A.
Attn: John Davis
Address P.O. Box 7966
Rocky Mount, NC 27803
Telephone Number 919-562-4673
Size and Location of Property (waterbody, Highway name/number, town, etc: The property is
located on the east side of Old Battleboro Road (SR 1400), approximately 1 mile north of its intersection
with N.C. Hwy 97, northeast of Rocky Mount, Edgecombe County, North Carolina.
Description of Activity: Applicant proposes to fill the existing wetlands with landfill debris.
Your work as proposed does not require Department of the Army authorization for the following reason(s):
X There are no jurisdictional waters or wetlands within the boundaries of the property.
The proposed project does not impact jurisdictional waters or wetlands.
The proposed project is exempt from Department of the Army regulation.
(Specify) The wetlands on-site are isolated and non-jurisdictional.
This Department of the Army determination does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to
contact appropriate State and local agencies before beginning work.
Any changes in the above described work must be coordinated with the Corps of Engineers prior to
commencement. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Amanda Jones at telephone number (919) 876 - 8441 extension 30
Regulatory Project Manager Signature
Date May 28, 2002 Expiration Date May 28, 2004
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF: DENR / DWQ - Wetlands/401 Unit; Attn: John Dorney, 1650 Mail Service Center, Raleigh, NC 27699
USFWS - Raleigh Field Office, P.O. Box 33726, Raleigh, NC 27636-3726
,,u1.1-11-U1 Imu om HM ally up 11M1 ""It PAX:27Z91Z1424 YAUh 2
.16Ct-II-OI 08:28A P. 02
October 11, 2001
TO: Appian Consulting Engineers, P.A.
3316. White Street
Wake Forest, North Carolina 27587
FROM; G. Stanley Curtis
One Government Plaza
PO Box 1180
Rocky Mount, NC 27802-1180
G. Stanley Curtis , as a representative concerning the site on Tar River
Regional Wastewater Treatment Plant -Hwy 97E , do hereby authorize and give permission
for Appian Consulting Engineers to represent or act as agent on our behalf and allow the COE
or any other regulatory agency to go on the property with an Appian representative for such
purposes as necessary to perform the job tasks.
111-11xlelll-
. 9-SIAnle4yyA,4rWts: ate
One Governent Plaza
PO Box 1180
Rocky Mount, NC 27802-1180
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s? I D.B. 1085 - Pg. 205 ? 01 'b
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Oct-01-02 10-01A
P.O1
FAX TRANSMISSION
. . F
a?'?ian
CONSULTING ENGINEERS, PA
CIVIL. MUNICFAL s STRUCTURAL ENGINEERS
COMPRENI NSM ENVUTONNlNTAL SERVICES
Number of pages to follow Including this page: 3
TO: Mike Horan
DATE: 1011102
WITH: NCDENR - DWQ
FAX NO.: [phone]
FROM. Peter W. Sokalski
RE: City of Rocky Mount LCID Landfill
URGENT
PLEASE REPLY
AS REQUESTED
Extended Detention Wetland O&M Agreement for #1
COMMENTS
Mike,
Please attach the enclosed operation and maintenance agreement with the original
package sent to your office. 1 am sending the original in the mail to you. Thanks.
Post Office Box 7966
Rocky Mount, North Carolina 27804
[phone] Fax [phone]
ACE 0-20
Oct-01-02 10:02A
P.03
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical. Emergency drain
device (siphon or pump) will be required in the event that the permanent pool needs to be completely
drained.
7. All components of the wetland detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Doug Roberson
Title: Director of Public Works
Address: P.O. Box 1180, Rocky Mount, NC 27802
Phor
Sigrr
Date
Note: 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.
I, &n:t ) A Lei,-, is , a Notary Public for the State of Nrkh a??.?
County of do hereby certify that ?? < S . :I?? r-s, Y-1
personally appeared before me this -? day of r' c7C72-, and acknowledge the due
execution of the forgoing wetland detention basin maintenance requirements. Witness my hand and official
seal,
NOTn Y FU3LIC
NASH COUNTY, NC
SEAL
My commission expires Ic7 5 e77?
Page 2 of 2
Oct-01-02 10:02A P.02
WETLAND DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
City of Rocky Mount LCID Landfill - Extended Detention Wetland #1
The wetland detention basin system is defined as the wetland detention basin, pretreatment including forebays
and the vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wetland detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wetland detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wetland detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 81,88 feet in the main pond, the sediment shall be removed.
If the elevation of the marsh areas exceeds the permanent pool elevation, the sediment should be
removed to design levels. This shall be performed by removing the upper 6 inches of soil and stockpiling
it. Then the marsh area shall be excavated six inches below design elevations. Afterwards the stockpiled
soil should be spread over the marsh surface. The soil should not be stockpiled for more than two weeks.
When the permanent pool depth reads 80.75 feet in the forebay and micro-pool, the sediment shall be
removed,
BASIN DIAGRAM
(fill in the blanks)
V Permanent Pool Elevation 83
Sediment moval El. 80.7 75%
-------------- - Sediment Removal Elevation 81.88 75%
--------------------------------------------- ------
_ Bottom Elevation 81-50 Bottom E nation 80 25%
0
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Wetland planting densities in the marsh areas should be maintained by replanting bare areas as needed.
Wetland plants should be encouraged to grow in the marsh areas.
Page I of 2
n n n r °? LETTER OF TRANSMITTAL
0 0 0 0
appun DATE: September 26, 2002 APPIAN JOB NO.: 01-066
CONSULTING ENGINEERS, PA TO:
CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
Mr. John Dorney
NCDENR, Division of Water Quality, Central Office
841 S. Wesleyan Boulevard
2321 Crabtree Blvd
P.O. Box 7966 .
Rocky Mount, North Carolina 27803 Raleigh, NC 27604-2260
Telephone [phone]
PROJECT:
s
Fax [phone] D
e-mail: adminO-appianengineers.com City of Rocky Mount LCID Landfill r
Web: Appian Engineers. corn
GENTLEMEN: We are sending you ® herewith ? under separate cover:
SUBMITTAL FOR: CODE
FOR APPROVAL 1 ?
FOR YOUR USE 2 ?
AS REQUESTED 3 ?
BID TAB DISTRIBUTION 4 ?
APPROVED PERMITS 6 ?
ACTION
NOT APPROVED C ?
REVISE AND RESUBMIT D ?
PLEASE SIGN AND RETURN E ?
PRINT
COPIES DRAWING NUMBER
(REVISION NO. OR DATE) DESCRIPTION CODE
1 Site Calculations 2,3
1 Letter of Response 2,3
1 Set of Plans 2,3
7 Copies of Grading Plan Sheet (showing Wetland disturbance) 2,3
1 Operation and Maintenance Plan (1 each per Wetland basin) 2,3
1 Detention Checklist 2
REMARKS:
Mr. Dorney,
As requested, please process these forms and get back to us as soon as possible. Thank youl
Sent by: First Class Mail ? if enclos
UPS Next Day / AM ® you.
Federal Express
Faxed ?
Hand Delivered ? By.
cc: File
Last printed September 26, 2002 8:36 AM
are not as listed above, kindly notify at once.
1
Date:
--7- -'7 Co •0Z
Thursday, September 26, 2002
Mr. John Dorney
North Carolina Division of Environment and Natural
Division of Water Quality
Central Office
2321 Crabtree Blvd.
Raleigh, North Carolina 27604-2260
Re: City of Rocky Mount LCID Landfill
Submittal of Additional Information
Dear Mr. Dorney,
D
SEP 3 0 2002
Thank you taking the time to review our application for this project and meeting wTI1-t7S''to=go-,
over the items of concern. As per our discussions on September 10, 2002, 1 am providing the
following to you for completion of the package submittal and initiation of the public hearing on
the isolated wetlands fill:
• Seven (7) copies of sheet CE-2 showing the final contour grading of the site and the
proposed isolated wetlands fill. The total fill as shown on the plans is 0.77 acres.
• One (1) set of complete plans for your records.
• One (1) set of site calculations as submitted with the Erosion & Sedimentation Control
Permit Application.
• One (1) operation and maintenance plan executed and notarized for both of the
extended detention wetland basins.
• One (1) detention basin checklist.
Again, thank you for helping us with the project, both with your efforts and expediency. If you
need any additional information, please do not hesitate to call me at [phone]. We will
make sure that you will obtain any information you need as soon as possible to help with your
review process.
Sincerely,
neers, P.A.
4
Peter VV%4aokalski, E.
cc: Mr. John Davis, Appian
Mr. Doug Roberson, City of Rocky Mount
File
Pws: C:\My Documents\01065 Landfill\Letters\9-26-02 Letter of Response to DWQ.doc
lippipir
91 Rl 191 Fol
appun
CONSULTING ENGINEERS, PA
CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS
COMPREHENSIVE ENVIRONMENTAL SERVICES
Resources
841 South Wesleyan Blvd. • Rocky Mount, NC 27803
P.O. Box 7966 • Rocky Mount, NC 27804
Phone: [phone]
Fax: [phone]
e-mail: [e-mail]
Project No. DWQ (to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT INFORMATION (please complete the following information):
Project Name : 1; Ir( C, F 12yG?{ MOJt.Ir "430rl W,
Contact Person: FiOnz_ tt Phone Number: Z*I- 09-7 7 •17473
For projects with multiple basins, specify which basin this worksheet applies to: &i.AeJP 2
Basin Bottom Elevation
Permanent Pool Elevation
Temporary Pool Elevation
Permanent Pool Surface Area
e%?,cp ft.
83.o ft.
b4'.0 ft.
8°7,3co5 sq. ft.
Z*-y ac.
1 -O ac.
(average elevation of the floor of the basin)
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
04, A, Icp%, :??/??
(water surface area at permanent pool elevation)
(on-site and off-site drainage to the basin)
(on-site and off-site drainage to the basin)
Drainage Area
Impervious Area
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
&(p,'305 cu. ft. (combined volume of main basin and forebay)
10`1',123 cu. ft. O.,(volume detained on top of the permanent pool)
Geo ,141.5 cu. ft.
SA/DA used I.3 (surface area to drainage area ratio)
Diameter of Orifice in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST `
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume.
Sediment storage is provided in the permanent pool.
Access is provided for maintenance.
A minimum 30-foot vegetative filter is provided at the outlet.
A site specific operation and maintenance (O&M) plan is provided.
A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
A debris check is specified in the O&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
A responsible party is designated in the O&M plan.
Project No. D
(to be provided by DWQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT INFORMATION (please complete the following information):
Project Name : a Ze HoLW-r L&t D V4?JDFi w
Contact Person: 1PkW,,F_ ?;V"L,-6K4 Phone Number: (t,*2) 61212. 7703
For projects with multiple basins, specify which basin this worksheet applies to: WETL- a o 1
Basin Bottom Elevation &0.0 ft. (average elevation of the floor of the basin)
Permanent Pool Elevation ft. (elevation of the orifice invert out)
Temporary Pool Elevation ft. (elevation of the ou
tlet structure invert in)

Permanent Pool Surface Are r-_P
sq.
ft.J 's ? (water surface area at permanent pool elevation)
Drainage Area ac. (on-site and off-site drainage to the basin)
Impervious Area ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume 'r\ 4+5 )1040 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume I(y4-, (?C42 cu. ft. ? (volume detained on top of the permanent pool)
Forebay Volume '3 (o ,5(00 cu. ft.
SA/DA used D - O 13 OZ ?. 3 *Z (surface area to drainage area ratio)
Diameter of Orifice 21. in. (draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST ?,•
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation of
why.
The temporary pool controls runoff from the 1 inch storm event.
The basin length to width ratio is greater than 3:1.
The basin side slopes are no steeper than 3:1.
A submerged and vegetated perimeter shelf at less than 6:1 is provided.
Vegetation to the permanent pool elevation is specified.
An emergency drain is provided to drain the basin.
The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
The temporary pool draws down in 2 to 5 days.
The forebay volume is approximately equal to 20% of the total basin volume. (a (??o
Sediment storage is provided in the permanent pool.
Access is provided for maintenance.
N / A minimum 30-foot vegetative filter is provided at the outlet.
A site specific operation and maintenance (O&M) plan is provided.
N IAI A vegetation management/mowing schedule is provided in the O&M plan.
Semi-annual inspections are specified in the O&M plan.
A debris check is specified in the O&M plan to be performed after every storm event.
A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
A responsible party is designated in the O&M plan.
WETLAND DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
City of Rocky Mount LCID Landfill - Extended Detention Wetland #2
The wetland detention basin system is defined as the wetland detention basin, pretreatment including forebays
and the vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wetland detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wetland detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wetland detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 81.88 feet in the main pond, the sediment shall be removed.
If the elevation of the marsh areas exceeds the permanent pool elevation, the sediment should be
removed to design levels. This shall be performed by removing the upper 6 inches of soil and stockpiling
it. Then the marsh area shall be excavated six inches below design elevations. Afterwards the stockpiled
soil should be spread over the marsh surface. The soil should not be stockpiled for more than two weeks.
When the permanent pool depth reads 80.75 feet in the forebay and micro-pool, the sediment shall be
removed.
BASIN DIAGRAM
(fill in the blanks)
Permanent Pool Elevation 83
Sediment Removal El. 80.751 /75%
- -------- -------S-e-d-i-m--e-n-t -R--e-m--o-v-a--l -Elevation ---8--1-.8--8 ----?-, 75%
---
Bottom E -vation --80 25%
FOREBAY MAIN POND
5. Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Wetland planting densities in the marsh areas should be maintained by replanting bare areas as needed.
Wetland plants should be encouraged to grow in the marsh areas.
Page 1 of 2
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical. Emergency drain
device (siphon or pump) will be required in the event that the permanent pool needs to be completely
drained.
7. All components of the wetland detention basin system shall be maintained in good working order.
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Dow Roberson
Title: Director of Public Works
Address: P.O. Box 1180. Rocky Mount, NC 27802
Phone: (252) 972 - 1270
Signature:
Date
Z3 0 ?
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
n lots have been sold and a resident of the subdivision has been named the president.
I, l'r(?' . ?Q ,J?o?,??5 , a Notary Public for the State of N'-)r-chCg rdV-O-)
County of Nlo&) , do hereby certify that ,,
??x w 5
personally appeared before me thi d day of ? --jJ , and acknowledge the due
execution of the forgoing wetland detention basin maintenance requirements. Witness my hand and official
seal,
FGNA A. nL1EWIS
My commission exl
Page 2 of 2
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GRADINQ PLAN for V
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1

SITE CALCULATIONSFOR
CITY OF ROCKY MOUNT
LCID LANDFILL
Rocky Mount, NC
16 September 2002
Appian Consulting Engineers, PA
PO Box 7966
Rocky Mount, NC 27804
[phone]
[phone] (Fax)
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City of Rocky Mount
LCID Landfill
Site Calculations
Table of Contents
Description
• Runoff Computations
o Runoff Coefficient Calculations
• Hydrology Calculations
o Stormwater Pond 1 Calculations
o Stormwater Pond 2 Calculations
• Storm Sewer Pipe Calculations
• Ditch Liner Calculations
• Outlet Protection Calculations
• Runoff Map

n

0
RUNOFF CALCULA"T"IONS
r

t

RUNOFF COMPUTATIONS
PROJECT: City of Rocky Mount LCID Landfill ACE JN: 01-065
DATE: September 19, 2002
SHEET: 1 of 1
1111
of plan
CONSULTING ENGINEERS, PA
CMI, MUNIGPAL & STRUCTURAL ENGINEERS
TIC PIPE UPPER
TO LOWER A EA BASINS C I Qn EQn
EXTENDED DETENTION WETLAND 1
Using Q10 Storm
<5 Inflow into Pro D-1 3.4 - I a 7.5 0.15 3.83 -
14 Inflow into Pro D-2 34.6 - I c 5.9 0.15 30.62 -
14 Inflow into Wetland 32.3 -- I b 5.9 0.15 28.59 --
- Total Inflow - 70.3 1 a, b, c - - - 63.04
- Outflow - 70.3 Routed thru Wetland - - --- 1.07
Using Q100 Storm
<5 Inflow into Pro D-1 3.4 - I a 10 0.15 5.10 ---
14 Inflow into Pro D-2 34.6 - I c 8 0.15 41.52 --
14 Inflow into Wetland 32.3 - I b 8 0.15 38.76 -
- Total Inflow - 70.3 1 a, b, c - - - 85.38
- Outflow - 70.3 Routed thru Wetland - - - 3.86
EXTENDED DETENTION WETLAND 2
Using Q10 Stone
12 Inflow into Pro D-3 6.82 - II a 6.1 0.15 6.24
12 Inflow into Wetland 17.37 - II b 6.1 0.15 15.89 -
- Total Inflow - 24.19 II a, b - --- - 22.13
-- Outflow - 24.19 Routed thru Wetland - -- --- 0.14
Using Q100 Storm
12 Inflow into Pro D-3 6.82 - II a 8.5 0.15 8.70
12 Inflow into Wetland 17.37 -- II b 8.5 0.15 22.15 ---
- Total Inflow - 24.19 II a, b --- -- - 30.85
- Outflow - 24.19 Routed thru Wetland - --- --- 0.24

ACE E-3

L

EXTENDED DETENTION
WETLAND CALCULATIONS
City of Rocky Mount LCID Landfill Extended Detention Wetland 1
Stormwater Management
Stormwater Management Summary
1
Extended Detention Wetland 1
'
Area Draining into SWM Basin: 69 Ac±
' Minimum Pond Area:
Designed Pond Area (at Permanent Pool): 0.897 Ac
1
412 Ac
.
Outlet Structure Summary
Invert of Wet Detention Pond: 80.0 ft.
Draw Down Orifice: 2 in. Dia.
Invert of Draw Down Orifice (Permanent Pool Elevation): 83.0 ft.
Permanent Pool Depth: 3.0 ft.
' Principal Spillway: 3 ft. X 3 ft. Box
Principal Spillway Elevation: 84.0 ft.
Emergency Spillway Elevation: 84.25 ft.
Top of Dam: 85.0 ft.
Draw Down Time: 2 Days ±
Hydrologic Summary
Existing Condition:
Storm Q (cfs)
10 Yr. 57.53

n

f'.

Post Development:

Storm Inflow
QP (cfs) Volume of
Runoff en Outflow
Qp (EL s) Max. Storm;
ft
1 Inch Event 1.78 15,791 0.17 83.17
10 Yr. - 24 Hr. 108.52 617,331 93.38 84.84
10 Yr. - 30 Min. 10.34 71,739 1.07 83.47
100 Yr. - 30 Min. 27.13 178,968 3.86 84.10

City of Rocky Mount LCID Landfill Extended Detention Wetland 1
Stormwater Management
Design Parameters / Calculations
• Detain first 1 inch of rainfall above permanent pool elevation.
• Remove 85% TSS (minimum).
• Allow 2 to 5 day draw down to permanent pool elevation.
• Design side slopes no steeper than 3:1.
• Design 6 feet wide vegetated perimeter shelf (at a minimum) at no steeper than
6:1 slope.
• Maintain the following percentages for permanent storage area:
o Forebay - 15%
o Low Marsh (9" -18" deep) - 35%
o High Marsh (0 - 9" deep) - 35%
o Micro Pool - 15%
Minimum Pond Area:
STORMWATER POND CALCULATIONS SUMMARY
Project Name City of Rocky Mount LCID Landfill - Basin 1
Designer PWS Date 9/11/02
Area Draining to Pond (ADP)
Built-Upon Area (BUA)
' BUA/ADP

Current Project:
Current Project 3005640 SF
Contingency for Future Growth 0 SF
Total 3005640 SF
Landfill Material 43560 SF
Drives/Parking O SF
Contingency for Future Growth 0 ,SF
Total 43560 SF
Runoff from 1" Rainfall
69.000 AC
0.000 AC
69.000 AC
1.000 AC
0.000 AC
0.000 AC
1.000 AC
0.014
15791 CF

City of Rocky Mount LCID Landfill
Stormwater Management
85% or 90% TSS Removal
Pond Depth
SA/ADP Ratio
Water Surface Areas
Elevations
Extended Detention Wetland 1
1 90
3 FT
1 0.013
Minimum Required at Normal Pool 39073 SF
Amount Proposed at Normal Pool 77327 SF
Amount at Storage Pool 106326 SF
Bottom 80 FT MSL
Normal Pool 83 FT MSL
Storage Pool 83.2 FT MSL
Flood Pool 84.2 FT MSL
With 90% TSS removal the percentage impervious area in each SWM Basin watershed,
and the pond depth at each pond, the surface area (SA) of the pond for the drainage
area (DA) of the watershed is determined to be:
SA/DA - 90% TSS REMOVAL WITHOUT VEGETATIVE FILTER
IMPERVIOUS % 3 FT 3.5 FT 4 FT 4.5 FT 5 FT 5.5 FT 6 FT 6.5 FT 7 FT 7.5 FT
10% 1.3 1 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1
20% 2.4 2 1.8 1.7 1.5 1.4 1.2 1 0.9 0.6
30% 3.5 3 5.7 2.5 2.2 1.9 1.6 1.3 1.1 0.8
40% 4.5 4 3.5 3.1 2.8 2.5 2.1 1.8 1.4 1.1
50% 5.6 5 4.3 3.9 3.5 3.1 2.7 2.3 1.9 1.5
60% 7 6 5.3 4.8 4.3 3.9 3.4 2.9 2.4 1.9
70% 8.1 7 6 5.5 5 4.5 3.9 3.4 2.9 2.3
80% 9.4 8 7 6.4 5.7 5.2 4.6 4 3.4 2.8
90% 10.7 9 7.9 7.2 6.5 5.9 5.2 4.6 3.9 3.3
100% 12 10 8.8 8.1 7.3 6.6 5.8 5.1 4.3 3.6
BUA/ADP 0.014
Pond Depth 3 FT
SA/DA 1.3 %
1
1
City of Rocky Mount LCID Landfill
Stormwater Management
Pond Surface Area = 1.30% x DA
= 0.0130 x 69 Acres
0.897 Acres (minimum)
Storage Volumes
Extended Detention Wetland 1
Contour Z Area AS ACC S
83 0 77,327 --- ---
84 1 82,317 79,822 79,822
85 2 87,363 84,840 164,662
Permanent Pool Storag e
Main Pool (Includes Micro Pool)
Contour Z Area AS ACC S
81 0 5,949 --- ---
81.5 0.5 13,005 4,738.5 4,738.5
82 1 21,999 8,751 13,489.5
83 2 42,302 32,150.5 45,640
Forebav
Contour Z Area AS ACC S
80 0 4,725 --- ---
81 1 10,016 7,370.5 7,370.5
82 2 14,565 12,290.5 19,661
83 3 19,213 16,899 36,560
Basin SA (Designed Pond) = 1.412 Acres (area obtained by planimeter)
Thus, the Designed Pond is reaterthan the minimum calculated pond surface area.
Sediment Storage Zone:
Acres Disturbed = 69 Ac.
Volume of Sediment = 69 Ac x 1800 cf/yr x 1 yr
124,200 CF of Sediment

City of Rocky Mount LCID Landfill Extended Detention Wetland 1
' Stormwater Management
Permanent Pool Storage = 82,200 cf
Min. Forebay/Micro Pool Storage = 82,200cf x 15%
' = 12,330 cf
' Designed Forebay Storage= 36,560 cf (44.48% of total Permanent Pool Storage)
' Outlet Structure:
• Contour of outlet pipe at outflow is at existing elevation of 82 ft.
' Using 50 LF 18" RCP w/6' FES @ 2% obtains an upstream invert elevation 83 ft.
Permanent Pool Elevation is 83.0 ft.
Match invert of draw down orifice to Permanent Pool Elevation of 83.0 ft.
• Assume that the primary weir structure is a 3 ft x 3 ft box with Principal Spillway
Elevation of 84.0 ft.
' 1. Calculate Volume from first 1 Inch Rainfall using the "Simple Method":
Rv = 0.05 + 0.009(1)
' Where
' Rv = runoff coefficient = storm runoff (in.)/storm rainfall (in.)
I = Percent Impervious = 1.4%
' Rv = 0.05 + 0.009(1.496) = 0.0626 in.ln.
Therefore, the volume is
' V = (Design Rainfall) (Rv) (Drainage Area)
' V = (1 inch rainfall) (0. 0626 in.ln.)(69.OAc.)(1/12 ftln.)
V = 0.360 Ac-ft. or 15,791 cf
' 2. Calculate Draw Down Orifice:
• Assume 2-day draw down.
First, the maximum head of water is calculated:
' AH = 84.O ft - 83.O ft - 2 in 1 ft =
( )( 12 in) 0.833 ft
' Then, the minimum Q needs to be found:

City of Rocky Mount LCID Landfill
Stormwater Management
Volume cf
Q"'"' - Days - sec
Extended Detention Wetland 1
Qmin _ (15,791 co
(2 days) (24 hr)(60 min) (60 sec)
Qmm = 0.0914 cfs
Finally, using the orifice equation, the orifice size can be determined:
Q=CA 2GAH
A Q
C 2GAH
Where,
Q = 0.0914 cfs
C = 0.63
g = 32.2 ft/sec2
dH = 0.833 ft
A = 0.0914
0.63 2 (32.2)(0.833)
A = 0.0198 sf required
Orifice Area
1" 0.0055 sf
2" 0.0218 sf
3" 0.0491 sf
Use 2" draw down orifice. This will allow for draw down to occur within 2
days.

City of Rocky Mount LCID Landfill
Stormwater Management

1
11

Extended Detention Wetland 1
Extended Detention Wetland 1
Stormwater Pond Stage/Storage
And
Hydrologic Reports

+--------------------------; STAGE / STORAGE TABLE ;---------------------------+
1. RESERVOIR No = 1. 2. RESERVOIR NAME = WETLAND 1...
3.S=Ks*Z^b
Ks=O............ b=0..........
START ELEV = 0..... INCREMENT = 0...
STAGE ELEVATION CO AREA INC STORAGE TOT STORAGE
ft ft sq ft cu ft cu ft
4 0.00 83.00. 77327... 0 0
5 1.00 84.00. 82317... 79822 79822
6 2.00 85.00. 87363... 84840 164662
7 0.00 0.00. 0....... 0 0
+-----------------------
----------------------------+
+-----------------------------; OUTLET STRUCTURES ;----------------------------+
Reservoir: 1
CULVERT STRUC A. Q=CoA[2gh/k]^.5 CULVERT STRUC B. Q=CoA[2gh/k]^.5
1. WIDTH (in) = 12.
2. HEIGHT (in) = 12.
3. No. BARRELS = L.
4. INVERT ELEV. = 83.......
5. Co = 0.60
6. CULVERT LENGTH (ft) = 50..
7. CULVERT SLOPE (%) = 2...
8. MANNING'S N-VALUE =.O 13
9. WIDTH (in) = 2..
10. HEIGHT (in) = 2..
11. No. BARRELS = L.
12. INVERT ELEV. = 83.......
13. Co = 0.60
14. CULVERT LENGTH (ft) =.25.
15. CULVERT SLOPE (%) =.25.
16. MANNING'S N-VALUE =.O 13
17. MULTI-STAGE OPTION ? (Y/N) N
WEIR STRUCTURE A. Q=CWLH^EXP WEIR STRUCTURE B.
Q=CwLHAEXP
18. CREST LENGTH (ft) = 9...... 23. CREST LENGTH (ft) = 50.....
19. CREST ELEVATION = 84..... 24. CREST ELEVATION = 84.25..
20. Cw = 3.00 25. Cw = 3.00
21. EXP = 1.50 26. EXP = 1.50
22. MULTI-STAGE OPTION? (Y/N) N 27. MULTI-STAGE OPTION ? (Y/N) N
+------------------------------------------

HYDROLOGIC REPORT
STAGE / STORAGE / DISCHARGE
RESERVOIR NUMBER = 1
RESERVOIR NAME = WETLAND 1...
STORAGE VALUES WERE INPUT MANUALLY
DISCHARGE VALUES: CULVERT STRUCT A. Q = .6 *A*[2gh/ k]".5 * 1
CULVERT STRUCT B. Q = .6 *A*[2gh/ k]".5 * 1
WEIR STRUCT A. Q = 3 * 9 * H 1.5
WEIR STR UCT B. Q = 3 * 50 * H 1.5
ELEVATION DISCHARGE (cfs)
_- ---CULVERT -A CULVERT -B---- --WEIR-A WEIR B
83.00 0.00 0.00 0.00 0.00
84.00 2.67 0.10 0.00 0.00
85.00 4.63 0.15 27.00 97.43
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
STAGE ELEVATION INC STOR TOT STOR OUTFLOW

--------
-------------- cu ft
------------ cu ft
--------------- cfs
-----------
0.00 83.00 0 0 0.00
1.00 84.00 79822 79822 2.77
2.00 85.00 84840 164662 129.20
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
City of Rocky Mount LCID Landfill Extended Detention Wetland 1
' Stormwater Management
14NCH RUNOFF: INFLOW HYDROGRAPH

0

Qp = 1.8 S.C.S. RUNOFF 18 Yr
. . . .
. . . .
. . . .
. . . .
HGU = 188 min 1 UGU = 8.5 cfs
VOL = (cuftiacft) = 19988 i 8.438

C

1

e
i
i
i
r
HYDROLOGIC REPORT
1 INCH RUNOFF INFLOW..
WET POND 1............
......................
Hyd. No. 1
Hydrograph type = S.C.S. RUNOFF Peak discharge = 1.78 cfs
Storm frequency = 10 yr Time interval = 2 min
Basin area = 65 ac Basin curve No. = 80
Ave basin slope = 1 % Hydraulic len = 1200 ft
Basin lag = 22.1 min Time of concen = 36.84 min
Total precip. = 1.00 in Distribution = S.C.S. II
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW
(hrs cfs)
12.17 1.06
12.30 1.69
12.43 1.78
12.57 1.72
12.70 1.52
12.83 1.21
12.97 1.01
TIME--OUTFLOW
(hrs cfs)
12.20 1.24
12.33 1.74
12.47 1.78
12.60 1.68
12.73 1.45
12.87 1.13
13.00 0.98
TIME--OUTFLOW
(hrs cfs)
12.23 1.42
12.37 1.76
12.50 1.77
12.63 1.63
12.77 1.38
12.90 1.08
13.03 0.95
TIME--OUTFLOW
(hrs cfs)
12.27 1.58
12.40 1.78
12.53 1.75
12.67 1.58
12.80 1.29
12.93 1.04
13.07 0.93
s
i
HYDROLOGIC REPORT
1 INCH RUNOFF ROUTED..
WETLAND 1 .............
......................
Hyd. No. 2
Hydrograph type = RESERVOIR ROUTE Peak discharge = 0.17 cfs
Storm frequency = 10 yr Time interval = 2 min
Inflow hyd. no. = 1 Reservoir no. = 1
HYDROGRAPH DISCHARGE TABLE
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
0.00 0.00 0.00 0.00 0.00 0.00
0.03 0.00 0.00 0.00 0.00 0.00
0.07 0.00 0.00 0.00 0.00 0.00
0.10 0.00 0.00 0.00 0.00 0.00
0.13 0.00 0.00 0.00 0.00 0.00
0.17 0.00 0.00 0.00 0.00 0.00
0.20 0.00 0.00 0.00 0.00 0.00
0.23 0.00 0.00 0.00 0.00 0.00
0.27 0.00 0.00 0.00 0.00 0.00
0.30 0.00 0.00 0.00 0.00 0.00
0.33 0.00 0.00 0.00 0.00 0.00
0.37 0.00 0.00 0.00 0.00 0.00
0.40 0.00 0.00 0.00 0.00 0.00
0.43 0.00 0.00 0.00 0.00 0.00
0.47 0.00 0.00 0.00 0.00 0.00
0.50 0.00 0.00 0.00 0.00 0.00
0.53 0.00 0.00 0.00 0.00 0.00
0.57 0.00 0.00 0.00 0.00 0.00
0.60 0.00 0.00 0.00 0.00 0.00
0.63 0.00 0.00 0.00 0.00 0.00
0.67 0.00 0.00 0.00 0.00 0.00
0.70 0.00 0.00 0.00 0.00 0.00
0.73 0.00 0.00 0.00 0.00 0.00
0.77 0.00 0.00 0.00 0.00 0.00
0.80 0.00 0.00 0.00 0.00 0.00

t
1
1

t
HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
0.83 0.00 0.00 0.00 0.00 0.00
0.87 0.00 0.00 0.00 0.00 0.00
0.90 0.00 0.00 0.00 0.00 0.00
0.93 0.00 0.00 0.00 0.00 0.00
0.97 0.00 0.00 0.00 0.00 0.00
1.00 0.00 0.00 0.00 0.00 0.00
1.03 0.00 0.00 0.00 0.00 0.00
1.07 0.00 0.00 0.00 0.00 0.00
1.10 0.00 0.00 0.00 0.00 0.00
1.13 0.00 0.00 0.00 0.00 0.00
1.17 0.00 0.00 0.00 0.00 0.00
1.20 0.00 0.00 0.00 0.00 0.00
1.23 0.00 0.00 0.00 0.00 0.00
1.27 0.00 0.00 0.00 0.00 0.00
1.30 0.00 0.00 0.00 0.00 0.00
1.33 0.00 0.00 0.00 0.00 0.00
1.37 0.00 0.00 0.00 0.00 0.00
1.40 0.00 0.00 0.00 0.00 0.00
1.43 0.00 0.00 0.00 0.00 0.00
1.47 0.00 0.00 0.00 0.00 0.00
1.50 0.00 0.00 0.00 0.00 0.00
1.53 0.00 0.00 0.00 0.00 0.00
1.57 0.00 0.00 0.00 0.00 0.00
1.60 0.00 0.00 0.00 0.00 0.00
1.63 0.00 0.00 0.00 0.00 0.00
1.67 0.00 0.00 0.00 0.00 0.00
1.70 0.00 0.00 0.00 0.00 0.00
1.73 0.00 0.00 0.00 0.00 0.00
1.77 0.00 0.00 0.00 0.00 0.00
1.80 0.00 0.00 0.00 0.00 0.00
1.83 0.00 0.00 0.00 0.00 0.00
1.87 0.00 0.00 0.00 0.00 0.00
1.90 0.00 0.00 0.00 0.00 0.00
1.93 0.00 0.00 0.00 0.00 0.00
1.97 0.00 0.00 0.00 0.00 0.00
2.00 0.00 0.00 0.00 0.00 0.00
2.03 0.00 0.00 0.00 0.00 0.00
2.07 0.00 0.00 0.00 0.00 0.00
2.10 0.00 0.00 0.00 0.00 0.00
2.13 0.00 0.00 0.00 0.00 0.00
2.17 0.00 0.00 0.00 0.00 0.00
2.20 0.00 0.00 0.00 0.00 0.00
n

u

a

11

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
2.23 0.00 0.00 0.00 0.00 0.00
2.27 0.00 0.00 0.00 0.00 0.00
2.30 0.00 0.00 0.00 0.00 0.00
2.33 0.00 0.00 0.00 0.00 0.00
2.37 0.00 0.00 0.00 0.00 0.00
2.40 0.00 0.00 0.00 0.00 0.00
2.43 0.00 0.00 0.00 0.00 0.00
2.47 0.00 0.00 0.00 0.00 0.00
2.50 0.00 0.00 0.00 0.00 0.00
2.53 0.00 0.00 0.00 0.00 0.00
2.57 0.00 0.00 0.00 0.00 0.00
2.60 0.00 0.00 0.00 0.00 0.00
2.63 0.00 0.00 0.00 0.00 0.00
2.67 0.00 0.00 0.00 0.00 0.00
2.70 0.00 0.00 0.00 0.00 0.00
2.73 0.00 0.00 0.00 0.00 0.00
2.77 0.00 0.00 0.00 0.00 0.00
2.80 0.00 0.00 0.00 0.00 0.00
2.83 0.00 0.00 0.00 0.00 0.00
2.87 0.00 0.00 0.00 0.00 0.00
2.90 0.00 0.00 0.00 0.00 0.00
2.93 0.00 0.00 0.00 0.00 0.00
2.97 0.00 0.00 0.00 0.00 0.00
3.00 0.00 0.00 0.00 0.00 0.00
3.03 0.00 0.00 0.00 0.00 0.00
3.07 0.00 0.00 0.00 0.00 0.00
3.10 0.00 0.00 0.00 0.00 0.00
3.13 0.00 0.00 0.00 0.00 0.00
3.17 0.00 0.00 0.00 0.00 0.00
3.20 0.00 0.00 0.00 0.00 0.00
3.23 0.00 0.00 0.00 0.00 0.00
3.27 0.00 0.00 0.00 0.00 0.00
3.30 0.00 0.00 0.00 0.00 0.00
3.33 0.00 0.00 0.00 0.00 0.00
3.37 0.00 0.00 0.00 0.00 0.00
3.40 0.00 0.00 0.00 0.00 0.00
3.43 0.00 0.00 0.00 0.00 0.00
3.47 0.00 0.00 0.00 0.00 0.00
3.50 0.00 0.00 0.00 0.00 0.00
3.53 0.00 0.00 0.00 0.00 0.00
3.57 0.00 0.00 0.00 0.00 0.00
3.60 0.00 0.00 0.00 0.00 0.00

I HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
3.63 0.00 0.00 0.00 0.00 0.00
3.67 0.00 0.00 0.00 0.00 0.00
3.70 0.00 0.00 0.00 0.00 0.00
3.73 0.00 0.00 0.00 0.00 0.00
3.77 0.00 0.00 0.00 0.00 0.00
3.80 0.00 0.00 0.00 0.00 0.00
3.83 0.00 0.00 0.00 0.00 0.00
3.87 0.00 0.00 0.00 0.00 0.00
3.90 0.00 0.00 0.00 0.00 0.00
3.93 0.00 0.00 0.00 0.00 0.00
3.97
4.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00
4.03 0.00 0.00 0.00 0.00 0.00
4.07 0.00 0.00 0.00 0.00 0.00
4.10 0.00 0.00 0.00 0.00 0.00
4.13 0.00 0.00 0.00 0.00 0.00
4.17 0.00 0.00 0.00 0.00 0.00
4.20 0.00 0.00 0.00 0.00 0.00
4.23 0.00 0.00 0.00 0.00 0.00
4.27 0.00 0.00 0.00 0.00 0.00
4.30 0.00 0.00 0.00 0.00 0.00
4.33 0.00 0.00 0.00 0.00 0.00
4.37 0.00 0.00 0.00 0.00 0.00
4.40 0.00 0.00 0.00 0.00 0.00
4.43 0.00 0.00 0.00 0.00 0.00
4.47 0.00 0.00 0.00 0.00 0.00
4.50 0.00 0.00 0.00 0.00 0.00
4.53 0.00 0.00 0.00 0.00 0.00
4.57 0.00 0.00 0.00 0.00 0.00
4.60 0.00 0.00 0.00 0.00 0.00
4.63 0.00 0.00 0.00 0.00 0.00
4.67 0.00 0.00 0.00 0.00 0.00
4.70 0.00 0.00 0.00 0.00 0.00
4.73 0.00 0.00 0.00 0.00 0.00
4.77 0.00 0.00 0.00 0.00 0.00
4.80 0.00 0.00 0.00 0.00 0.00
4.83 0.00 0.00 0.00 0.00 0.00
4.87 0.00 0.00 0.00 0.00 0.00
4.90 0.00 0.00 0.00 0.00 0.00
4.93 0.00 0.00 0.00 0.00 0.00
4.97 0.00 0.00 0.00 0.00 0.00
5.00 0.00 0.00 0.00 0.00 0.00

I HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
5.03 0.00 0.00 0.00 0.00 0.00
5.07 0.00 0.00 0.00 0.00 0.00
5.10 0.00 0.00 0.00 0.00 0.00
5.13
5.17 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00
5.20 0.00 0.00 0.00 0.00 0.00
5.23 0.00 0.00 0.00 0.00 0.00
5.27 0.00 0.00 0.00 0.00 0.00
5.30 0.00 0.00 0.00 0.00 0.00
5.33 0.00 0.00 0.00 0.00 0.00
5.37 0.00 0.00 0.00 0.00 0.00
5.40 0.00 0.00 0.00 0.00 0.00
5.43 0.00 0.00 0.00 0.00 0.00
5.47 0.00 0.00 0.00 0.00 0.00
5.50 0.00 0.00 0.00 0.00 0.00
5.53 0.00 0.00 0.00 0.00 0.00
5.57 0.00 0.00 0.00 0.00 0.00
5.60 0.00 0.00 0.00 0.00 0.00
5.63 0.00 0.00 0.00 0.00 0.00
5.67 0.00 0.00 0.00 0.00 0.00
5.70
5.73 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00
5.77 0.00 0.00 0.00 0.00 0.00
5.80 0.00 0.00 0.00 0.00 0.00
1 5.83 0.00 0.00 0.00 0.00 0.00
5.87 0.00 0.00 0.00 0.00 0.00
5.90 0.00 0.00 0.00 0.00 0.00
5.93 0.00 0.00 0.00 0.00 0.00
' 5.97 0.00 0.00 0.00 0.00 0.00
6.00 0.00 0.00 0.00 0.00 0.00
6.03
6.07 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00
6.10 0.00 0.00 0.00 0.00 0.00
6.13 0.00 0.00 0.00 0.00 0.00
6.17 0.00 0.00 0.00 0.00 0.00
6.20 0.00 0.00 0.00 0.00 0.00
6.23 0.00 0.00 0.00 0.00 0.00
6.27 0.00 0.00 0.00 0.00 0.00
6.30 0.00 0.00 0.00 0.00 0.00
6.33 0.00 0.00 0.00 0.00 0.00
6.37 0.00 0.00 0.00 0.00 0.00
6.40 0.00 0.00 0.00 0.00 0.00

L

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
6.43 0.00 0.00 0.00 0.00 0.00
6.47 0.00 0.00 0.00 0.00 0.00
6.50 0.00 0.00 0.00 0.00 0.00
6.53
6.57 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00
6.60 0.00 0.00 0.00 0.00 0.00
6.63 0.00 0.00 0.00 0.00 0.00
6.67 0.00 0.00 0.00 0.00 0.00
6.70 0.00 0.00 0.00 0.00 0.00
6.73 0.00 0.00 0.00 0.00 0.00
6.77 0.00 0.00 0.00 0.00 0.00
6.80 0.00 0.00 0.00 0.00 0.00
6.83 0.00 0.00 0.00 0.00 0.00
6.87 0.00 0.00 0.00 0.00 0.00
6.90 0.00 0.00 0.00 0.00 0.00
6.93 0.00 0.00 0.00 0.00 0.00
6.97 0.00 0.00 0.00 0.00 0.00
7.00 0.00 0.00 0.00 0.00 0.00
7.03 0.00 0.00 0.00 0.00 0.00
7.07 0.00 0.00 0.00 0.00 0.00
7.10
7.13 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00
7.17 0.00 0.00 0.00 0.00 0.00
7.20 0.00 0.00 0.00 0.00 0.00
7.23 0.00 0.00 0.00 0.00 0.00
7.27 0.00 0.00 0.00 0.00 0.00
7.30 0.00 0.00 0.00 0.00 0.00
7.33 0.00 0.00 0.00 0.00 0.00
7.37 0.00 0.00 0.00 0.00 0.00
7.40 0.00 0.00 0.00 0.00 0.00
7.43
7.47 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
0.00
7.50 0.00 0.00 0.00 0.00 0.00
7.53 0.00 0.00 0.00 0.00 0.00
7.57 0.00 0.00 0.00 0.00 0.00
7.60 0.00 0.00 0.00 0.00 0.00
7.63 0.00 0.00 0.00 0.00 0.00
7.67 0.00 0.00 0.00 0.00 0.00
7.70 0.00 0.00 0.00 0.00 0.00
7.73 0.00 0.00 0.00 0.00 0.00
7.77 0.00 0.00 0.00 0.00 0.00
I 7.80 0.00 0.00 0.00 0.00 0.00

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
7.83 0.00 0.00 0.00 0.00 0.00
7.87 0.00 0.00 0.00 0.00 0.00
7.90 0.00 0.00 0.00 0.00 0.00
7.93 0.00 0.00 0.00 0.00 0.00
7.97 0.00 0.00 0.00 0.00 0.00
8.00 0.00 0.00 0.00 0.00 0.00
8.03 0.00 0.00 0.00 0.00 0.00
8.07 0.00 0.00 0.00 0.00 0.00
8.10 0.00 0.00 0.00 0.00 0.00
8.13 0.00 0.00 0.00 0.00 0.00
8.17 0.00 0.00 0.00 0.00 0.00
8.20 0.00 0.00 0.00 0.00 0.00
8.23 0.00 0.00 0.00 0.00 0.00
8.27 0.00 0.00 0.00 0.00 0.00
8.30 0.00 0.00 0.00 0.00 0.00
8.33 0.00 0.00 0.00 0.00 0.00
8.37 0.00 0.00 0.00 0.00 0.00
8.40 0.00 0.00 0.00 0.00 0.00
8.43 0.00 0.00 0.00 0.00 0.00
8.47 0.00 0.00 0.00 0.00 0.00
8.50 0.00 0.00 0.00 0.00 0.00
8.53 0.00 0.00 0.00 0.00 0.00
8.57 0.00 0.00 0.00 0.00 0.00
8.60 0.00 0.00 0.00 0.00 0.00
8.63 0.00 0.00 0.00 0.00 0.00
8.67 0.00 0.00 0.00 0.00 0.00
8.70 0.00 0.00 0.00 0.00 0.00
8.73 0.00 0.00 0.00 0.00 0.00
8.77 0.00 0.00 0.00 0.00 0.00
8.80 0.00 0.00 0.00 0.00 0.00
8.83 0.00 0.00 0.00 0.00 0.00
8.87 0.00 0.00 0.00 0.00 0.00
8.90 0.00 0.00 0.00 0.00 0.00
8.93 0.00 0.00 0.00 0.00 0.00
8.97 0.00 0.00 0.00 0.00 0.00
9.00 0.00 0.00 0.00 0.00 0.00
9.03 0.00 0.00 0.00 0.00 0.00
9.07 0.00 0.00 0.00 0.00 0.00
9.10 0.00 0.00 0.00 0.00 0.00
9.13 0.00 0.00 0.00 0.00 0.00
9.17 0.00 0.00 0.00 0.00 0.00
9.20 0.00 0.00 0.00 0.00 0.00

1
I HYDROGRAPH DISCHARGE TABLE Cont'd

TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
9.23 0.00 0.00 0.00 0.00 0.00
9.27 0.00 0.00 0.00 0.00 0.00
9.30 0.00 0.00 0.00 0.00 0.00
9.33 0.00 0.00 0.00 0.00 0.00
9.37 0.00 0.00 0.00 0.00 0.00
9.40 0.00 0.00 0.00 0.00 0.00
9.43 0.00 0.00 0.00 0.00 0.00
9.47 0.00 0.00 0.00 0.00 0.00
9.50 0.00 0.00 0.00 0.00 0.00
9.53 0.00 0.00 0.00 0.00 0.00
9.57 0.00 0.00 0.00 0.00 0.00
9.60 0.00 0.00 0.00 0.00 0.00
9.63 0.00 0.00 0.00 0.00 0.00
9.67 0.00 0.00 0.00 0.00 0.00
9.70 0.00 0.00 0.00 0.00 0.00
9.73 0.00 0.00 0.00 0.00 0.00
9.77 0.00 0.00 0.00 0.00 0.00
9.80 0.00 0.00 0.00 0.00 0.00
9.83 0.00 0.00 0.00 0.00 0.00
9.87 0.00 0.00 0.00 0.00 0.00
9.90 0.00 0.00 0.00 0.00 0.00
9.93 0.00 0.00 0.00 0.00 0.00
9.97 0.00 0.00 0.00 0.00 01.00
10.00 0.00 0.00 0.00 0.00 0.00
10.03 0.00 0.00 0.00 0.00 0.00
10.07 0.00 0.00 0.00 0.00 0.00
10.10 0.00 0.00 0.00 0.00 0.00
10.13 0.00 0.00 0.00 0.00 0.00
10.17 0.00 0.00 0.00 0.00 0.00
10.20 0.00 0.00 0.00 0.00 0.00
10.23 0.00 0.00 0.00 0.00 0.00
10.27 0.00 0.00 0.00 0.00 0.00
10.30 0.00 0.00 0.00 0.00 0.00
10.33 0.00 0.00 0.00 0.00 0.00
10.37 0.00 0.00 0.00 0.00 0.00
10.40 0.00 0.00 0.00 0.00 0.00
10.43 0.00 0.00 0.00 0.00 0.00
10.47 0.00 0.00 0.00 0.00 0.00
10.50 0.00 0.00 0.00 0.00 0.00
10.53 0.00 0.00 0.00 0.00 0.00
10.57 0.00 0.00 0.00 0.00 0.00
10.60 0.00 0.00 0.00 0.00 0.00

I HYDROGRAPH DISCHARGE TABLE Cont'd

1

TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
10.63 0.00 0.00 0.00 0.00 0.00
10.67 0.00 0.00 0.00 0.00 0.00
10.70 0.00 0.00 0.00 0.00 0.00
10.73 0.00 0.00 0.00 0.00 0.00
10.77 0.00 0.00 0.00 0.00 0.00
10.80 0.00 0.00 0.00 0.00 0.00
10.83 0.00 0.00 0.00 0.00 0.00
10.87 0.00 0.00 0.00 0.00 0.00
10.90 0.00 0.00 0.00 0.00 0.00
10.93 0.00 0.00 0.00 0.00 0.00
10.97 0.00 0.00 0.00 0.00 0.00
11.00 0.00 0.00 0.00 0.00 0.00
11.03 0.00 0.00 0.00 0.00 0.00
11.07 0.00 0.00 0.00 0.00 0.00
11.10 0.00 0.00 0.00 0.00 0.00
11.13 0.00 0.00 0.00 0.00 0.00
11.17 0.00 0.00 0.00 0.00 0.00
11.20 0.00 0.00 0.00 0.00 0.00
11.23 0.00 0.00 0.00 0.00 0.00
11.27 0.00 0.00 0.00 0.00 0.00
11.30 0.00 0.00 0.00 0.00 0.00
11.33 0.00 0.00 0.00 0.00 0.00
11.37 0.00 0.00 0.00 0.00 0.00
11.40 0.00 0.00 0.00 0.00 0.00
11.43 0.00 0.00 0.00 0.00 0.00
11.47 0.00 0.00 0.00 0.00 0.00
11.50 0.00 0.00 0.00 0.00 0.00
11.53 0.00 0.00 0.00 0.00 0.00
11.57 0.00 0.00 0.00 0.00 0.00
11.60 0.00 0.00 0.00 0.00 0.00
11.63 0.00 0.00 0.00 0.00 0.00
11.67 0.00 0.00 0.00 0.00 0.00
11.70 0.00 0.00 0.00 0.00 0.00
11.73 0.00 0.00 0.00 0.00 0.00
11.77 0.00 0.00 0.00 0.00 0.00
11.80 0.00 0.00 0.00 0.00 0.00
11.83 0.00 0.00 0.00 0.00 0.00
11.87 0.00 0.02 0.00 0.00 0.00
11.90 0.02 0.08 0.02 0.02 0.00
11.93 0.08 0.19 0.13 0.13 0.00
11.97 0.19 0.31 0.40 0.40 0.00
12.00 0.31 0.44 0.89 0.89 0.00

L

11

n

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
12.03 0.44 0.58 1.63 1.63 0.00
12.07 0.58 0.73 2.65 2.65 0.00
12.10 0.73 0.89 3.95 3.95 0.00
12.13 0.89 1.06 5.56 5.57 0.00
12.17 1.06 1.24 7.50 7.51 0.00
12.20 1.24 1.42 9.78 9.79 0.01
12.23 1.42 1.58 12.43 12.44 0.01
12.27 1.58 1.69 15.42 15.44 0.01
12.30 1.69 1.74 18.67 18.69 0.01
12.33 1.74 1.76 22.06 22.09 0.01
12.37 1.76 1.78 25.53 25.56 0.02
12.40 1.78 1.78 29.03 29.07 0.02
12.43 1.78 1.78 32.55 32.59 0.02
12.47 1.78 1.77 36.07 36.11 0.02
12.50 1.77 1.75 39.57 39.62 0.02
12.53 1.75 1.72 43.03 43.08 0.03
12.57 1.72 1.68 46.44 46.50 0.03
12.60 1.68 1.63 49.78 49.84 0.03
12.63 1.63 1.58 53.03 53.10 0.03
12.67 1.58 1.52 56.18 56.25 0.03
12.70 1.52 1.45 59.21 59.28 0.04
12.73 1.45 1.38 62.10 62.18 0.04
12.77 1.38 1.29 64.85 64.93 0.04
12.80 1.29 1.21 67.44 67.52 0.04
12.83 1.21 1.13 69.86 69.94 0.04
12.87 1.13 1.08 72.11 72.20 0.04
12.90 1.08 1.04 74.23 74.32 0.04
12.93 1.04 1.01 76.25 76.35 0.05
12.97 1.01 0.98 78.21 78.30 0.05
13.00 0.98 0.95 80.10 80.20 0.05
13.03 0.95 0.93 81.94 82.04 0.05
13.07 0.93 0.91 83.72 83.82 0.05
13.10 0.91 0.89 85.46 85.56 0.05
13.13 0.89 0.87 87.15 87.25 0.05
13.17 0.87 0.85 88.79 88.90 0.05
13.20 0.85 0.83 90.40 90.51 0.05
13.23 0.83 0.82 91.97 92.08 0.05
13.27 0.82 0.80 93.50 93.61 0.06
13.30 0.80 0.79 95.00 95.12 0.06
13.33 0.79 0.78 96.48 96.59 0.06
13.37 0.78 0.76 97.93 98.04 0.06
13.40 0.76 0.75 99.35 99.46 0.06

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 25/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

fl

t

13.43 0.75 0.74 100.74 100.86 0.06
13.47 0.74 0.73 102.12 102.24 0.06
13.50 0.73 0.72 103.47 103.60 0.06
13.53 0.72 0.71 104.80 104.93 0.06
13.57 0.71 0.70 106.11 106.24 0.06
13.60 0.70 0.69 107.40 107.53 0.06
13.63 0.69 0.69 108.67 108.80 0.06
13.67 0.69 0.68 109.92 110.05 0.07
13.70 0.68 0.67 111.15 111.28 0.07
13.73 0.67 0.66 112.36 112.50 0.07
13.77 0.66 0.65 113.56 113.69 0.07
13.80 0.65 0.64 114.73 114.87 0.07
13.83 0.64 0.64 115.89 116.03 0.07
13.87 0.64 0.63 117.03 117.17 0.07
13.90 0.63 0.62 118.15 118.29 0.07
13.93 0.62 0.61 119.26 119.40 0.07
13.97 0.61 0.61 120.35 120.49 0.07
14.00 0.61 0.60 121.42 121.57 0.07
14.03 0.60 0.59 122.48 122.63 0.07
14.07 0.59 0.58 123.52 123.67 0.07
14.10 0.58 0.58 124.55 124.70 0.07
14.13 0.58 0.57 125.56 125.71 0.07
14.17 0.57 0.56 126.56 126.71 0.08
14.20 0.56 0.56 127.54 127.69 0.08
14.23 0.56 0.55 128.51 128.66 0.08
14.27 0.55 0.55 129.46 129.62 0.08
14.30 0.55 0.54 130.41 130.56 0.08
14.33 0.54 0.54 131.34 131.49 0.08
14.37 0.54 0.53 132.25 132.41 0.08
14.40 0.53 0.53 133.16 133.32 0.08
14.43 0.53 0.52 134.06 134.22 0.08
14.47 0.52 0.52 134.94 135.10 0.08
14.50 0.52 0.51 135.82 135.98 0.08
14.53 0.51 0.51 136.69 136.85 0.08
14.57 0.51 0.51 137.55 137.71 0.08
14.60 0.51 0.51 138.40 138.57 0.08
14.63 0.51 0.50 139.24 139.41 0.08
14.67 0.50 0.50 140.08 140.25 0.09
14.70 0.50 0.50 140.91 141.08 0.09
14.73 0.50 0.50 141.73 141.91 0.09
14.77 0.50 0.49 142.55 142.72 0.09
14.80 0.49 0.49 143.36 143.54 0.09

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

t
t

1

1
14.83 0.49 0.49 144.16 144.34 0.09
14.87 0.49 0.49 144.96 145.14 0.09
14.90 0.49 0.48 145.76 145.94 0.09
14.93 0.48 0.48 146.55 146.73 0.09
14.97 0.48 0.48 147.33 147.51 0.09
15.00 0.48 0.48 148.11 148.29 0.09
15.03 0.48 0.48 148.88 149.07 0.09
15.07 0.48 0.47 149.64 149.83 0.09
15.10 0.47 0.47 150.40 150.59 0.10
15.13 0.47 0.47 151.16 151.35 0.10
15.17 0.47 0.47 151.91 152.10 0.10
15.20 0.47 0.47 152.65 152.84 0.10
15.23 0.47 0.46 153.38 153.58 0.10
15.27 0.46 0.46 154.12 154.31 0.10
15.30 0.46 0.46 154.84 155.04 0.10
15.33 0.46 0.46 155.56 155.76 0.10
15.37 0.46 0.45 156.27 156.47 0.10
15.40 0.45 0.45 156.98 157.18 0.10
15.43 0.45 0.45 157.68 157.88 0.10
15.47 0.45 0.45 158.37 158.58 0.10
15.50 0.45 0.44 159.06 159.26 0.10
15.53 0.44 0.44 159.74 159.95 0.10
15.57 0.44 0.44 160.41 160.62 0.10
15.60 0.44 0.44 161.08 161.29 0.11
15.63 0.44 0.43 161.74 161.96 0.11
15.67 0.43 0.43 162.40 162.61 0.11
15.70 0.43 0.43 163.05 163.26 0.11
15.73 0.43 0.43 163.69 163.91 0.11
15.77 0.43 0.42 164.33 164.54 0.11
15.80 0.42 0.42 164.96 165.17 0.11
15.83 0.42 0.42 165.58 165.80 0.11
15.87 0.42 0.41 166.19 166.42 0.11
15.90 0.41 0.41 166.80 167.03 0.11
15.93 0.41 0.41 167.41 167.63 0.11
15.97 0.41 0.41 168.00 168.23 0.11
16.00 0.41 0.40 168.59 168.82 0.11
16.03 0.40 0.40 169.17 169.40 0.11
16.07 0.40 0.40 169.75 169.98 0.11
16.10 0.40 0.39 170.32 170.55 0.11
16.13 0.39 0.39 170.88 171.11 0.11
16.17 0.39 0.39 171.44 171.67 0.12
16.20 0.39 0.39 171.98 172.22 0.12
P

I HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

t

1

16.23 0.39 0.38 172.53 172.76 0.12
16.27 0.38 0.38 173.06 173.30 0.12
16.30 0.38 0.38 173.59 173.83 0.12
16.33 0.38 0.38 174.12 174.35 0.12
16.37 0.38 0.37 174.64 174.87 0.12
16.40 0.37 0.37 175.15 175.39 0.12
16.43 0.37 0.37 175.66 175.90 0.12
16.47 0.37 0.37 176.17 176.40 0.12
16.50 0.37 0.37 176.67 176.91 0.12
16.53 0.37 0.37 177.16 177.40 0.12
16.57 0.37 0.37 177.65 177.90 0.12
16.60 0.37 0.36 178.14 178.39 0.12
16.63 0.36 0.36 178.63 178.87 0.12
16.67 0.36 0.36 179.11 179.36 0.12
16.70 0.36 0.36 179.59 179.84 0.12
16.73 0.36 0.36 180.07 180.31 0.12
16.77 0.36 0.36 180.54 180.79 0.12
16.80 0.36 0.36 181.01 181.26 0.12
16.83 0.36 0.36 181.48 181.73 0.12
16.87 0.36 0.36 181.94 182.19 0.12
16.90 0.36 0.36 182.41 182.66 0.13
16.93 0.36 0.35 182.87 183.12 0.13
16.97 0.35 0.35 183.32 183.58 0.13
17.00 0.35 0.35 183.78 184.03 0.13
17.03 0.35 0.35 184.23 184.48 0.13
17.07 0.35 0.35 184.68 184.94 0.13
17.10" 0.35 0.35 185.13 185.38 0.13
17.13 0.35 0.35 185.57 185.83 0.13
17.17 0.35 0.35 186.01 186.27 0.13
17.20 0.35 0.35 186.45 186.71 0.13
17.23 0.35 0.35 186.89 187.15 0.13
17.27 0.35 0.35 187.33 187.59 0.13
17.30 0.35 0.34 187.76 188.02 0.13
17.33 0.34 0.34 188.19 188.45 0.13
17.37 0.34 0.34 188.61 188.88 0.13
17.40 0.34 0.34 189.04 189.30 0.13
17.43 0.34 0.34 189.46 189.72 0.13
17.47 0.34 0.34 189.88 190.14 0.13
17.50 0.34 0.34 190.29 190.56 0.13
17.53 0.34 0.34 190.71 190.97 0.13
17.57 0.34 0.34 191.12 191.39 0.13
17.60 0.34 0.34 191.53 191.79 0.13

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j)
hrs cfs cfs

II
u

2S/dt-O (i) 2S/dt+O (j) OUTFLOW
cfs cfs cfs
17.63 0.34 0.34 191.93 192.20 0.13
17.67 0.34 0.33 192.34 192.60 0.13
17.70 0.33 0.33 192.74 193.01 0.13
17.73 0.33 0.33 193.13 193.40 0.14
17.77 0.33 0.33 193.53 193.80 0.14
17.80 0.33 0.33 193.92 194.19 0.14
17.83 0.33 0.33 194.31 194.58 0.14
17.87 0.33 0.33 194.70 194.97 0.14
17.90 0.33 0.33 195.08 195.35 0.14
17.93 0.33 0.33 195.46 195.74 0.14
17.97 0.33 0.33 195.84 196.11 0.14
18.00 0.33 0.32 196.21 196.49 0.14
18.03 0.32 0.32 196.59 196.86 0.14
18.07 0.32 0.32 196.96 197.24 0.14
18.10 0.32 0.32 197.33 197.60 0.14
18.13 0.32 0.32 197.69 197.97 0.14
18.17 0.32 0.32 198.05 198.33 0.14
18.20 0.32 0.32 198.41 198.69 0.14
18.23 0.32 0.32 198.77 199.05 0.14
18.27 0.32 0.32 199.12 199.40 0.14
18.30 0.32 0.31 199.47 199.75 0.14
18.33 0.31 0.31 199.82 200.10 0.14
18.37 0.31 0.31 200.16 200.45 0.14
18.40 0.31 0.31 200.51 200.79 0.14
18.43 0.31 0.31 200.85 201.13 0.14
18.47 0.31 0.31 201.18 201.47 0.14
18.50 0.31 0.31 201.52 201.80 0.14
18.53 0.31 0.31 201.85 202.14 0.14
18.57 0.31 0.31 202.18 202.46 0.14
18.60 0.31 0.31 202.50 202.79 0.14
18.63 0.31 0.30 202.82 203.11 0.14
18.67 0.30 0.30 203.14 203.43 0.14
18.70 0.30 0.30 203.46 203.75 0.14
18.73 0.30 0.30 203.78 204.07 0.15
18.77 0.30 0.30 204.09 204.38 0.15
18.80 0.30 0.30 204.39 204.69 0.15
18.83 0.30 0.30 204.70 204.99 0.15
18.87 0.30 0.30 205.00 205.30 0.15
18.90 0.30 0.29 205.30 205.60 0.15
18.93 0.29 0.29 205.60 205.89 0.15
18.97 0.29 0.29 205.89 206.19 0.15
19.00 0.29 0.29 206.18 206.48 0.15

1 HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW (i) INFLOW (j)
hrs cfs cfs

t

1

11

11

2S/dt-O (i) 2S/dt+O (j) OUTFLOW
cfs cfs cfs
19.03 0.29 0.29 206.47 206.77 0.15
19.07 0.29 0.29 206.76 207.05 0.15
19.10 0.29 0.29 207.04 207.34 0.15
19.13 0.29 0.29 207.32 207.62 0.15
19.17 0.29 0.29 207.60 207.89 0.15
19.20 0.29 0.28 207.87 208.17 0.15
19.23 0.28 0.28 208.14 208.44 0.15
19.27 0.28 0.28 208.41 208.71 0.15
19.30 0.28 0.28 208.67 208.97 0.15
19.33 0.28 0.28 208.94 209.24 0.15
19.37 0.28 0.28 209.19 209.50 0.15
19.40 0.28 0.28 209.45 209.75 0.15
19.43 0.28 0.28 209.70 210.01 0.15
19.47 0.28 0.27 209.95 210.26 0.15
19.50 0.27 0.27 210.20 210.50 0.15
19.53 0.27 0.27 210.45 210.75 0.15
19.57 0.27 0.27 210.69 210.99 0.15
19.60 0.27 0.27 210.93 211.23 0.15
19.63 0.27 0.27 211.16 211.47 0.15
19.67 0.27 0.27 211.39 211.70 0.15
19.70 0.27 0.27 211.62 211.93 0.15
19.73 0.27 0.26 211.85 212.16 0.15
19.77 0.26 0.26 212.07 212.38 0.15
19.80 0.26 0.26 212.30 212.60 0.15
19.83 0.26 0.26 212.51 212.82 0.15
19.87 0.26 0.26 212.73 213.03 0.15
19.90 0.26 0.26 212.94 213.25 0.15
19.93 0.26 0.26 213.15 213.46 0.15
19.97 0.26 0.26 213.35 213.66 0.15
20.00 0.26 0.25 213.56 213.87 0.15
20.03 0.25 0.25 213.76 214.07 0.15
20.07 0.25 0.25 213.95 214.26 0.15
20.10 0.25 0.25 214.15 214.46 0.15
20.13 0.25 0.25 214.34 214.65 0.16
20.17 0.25 0.25 214.53 214.84 0.16
20.20 0.25 0.25 214.71 215.02 0.16
20.23 0.25 0.25 214.90 215.21 0.16
20.27 0.25 0.24 215.08 215.39 0.16
20.30 0.24 0.24 215.26 215.57 0.16
20.33 0.24 0.24 215.43 215.74 0.16
20.37 0.24 0.24 215.60 215.92 0.16
20.40 0.24 0.24 215.78 216.09 0.16

HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW (i) INFLOW (j)
hrs cfs cfs

u

u

2S/dt-O (i) 2S/dt+O (j) OUTFLOW
cfs cfs cfs
20.43 0.24 0.24 215.95 216.26 0.16
20.47 0.24 0.24 216.11 216.43 0.16
20.50 0.24 0.24 216.28 216.59 0.16
20.53 0.24 0.24 216.45 216.76 0.16
20.57 0.24 0.24 216.61 216.92 0.16
20.60 0.24 0.24 216.77 217.09 0.16
20.63 0.24 0.24 216.93 217.25 0.16
20.67 0.24 0.24 217.09 217.41 0.16
20.70 0.24 0.24 217.25 217.57 0.16
20.73 0.24 0.24 217.41 217.73 0.16
20.77 0.24 0.24 217.57 217.89 0.16
20.80 0.24 0.24 217.73 218.04 0.16
20.83 0.24 0.24 217.88 218.20 0.16
20.87 0.24 0.24 218.04 218.36 0.16
20.90 0.24 0.24 218.20 218.51 0.16
20.93 0.24 0.24 218.35 218.67 0.16
20.97 0.24 0.24 218.50 218.82 0.16
21.00 0.24 0.24 218.66 218.98 0.16
21.03 0.24 0.24 218.81 219.13 0.16
21.07 0.24 0.24 218.96 219.28 0.16
21.10 0.24 0.24 219.12 219.44 0.16
21.13 0.24 0.24 219.27 219.59 0.16
21.17 0.24 0.24 219.42 219.74 0.16
21.20 0.24 0.23 219.57 219.89 0.16
21.23 0.23 0.23 219.72 220.04 0.16
21.27 0.23 0.23 219.87 220.19 0.16
21.30 0.23 0.23 220.02 220.34 0.16
21.33 0.23 0.23 220.16 220.49 0.16
21.37 0.23 0.23 220.31 220.63 0.16
21.40 0.23 0.23 220.46 220.78 0.16
21.43 0.23 0.23 220.61 220.93 0.16
21.47 0.23 0.23 220.75 221.07 0.16
21.50 0.23 0.23 220.90 221.22 0.16
21.53 0.23 0.23 221.04 221.36 0.16
21.57 0.23 0.23 221.18 221.51 0.16
21.60 0.23 0.23 221.33 221.65 0.16
21.63 0.23 0.23 221.47 221.79 0.16
21.67 0.23 0.23 221.61 221.94 0.16
21.70 0.23 0.23 221.76 222.08 0.16
21.73 0.23 0.23 221.90 222.22 0.16
21.77 0.23 0.23 222.04 222.36 0.16
21.80 0.23 0.23 222.18 222.50 0.16

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j)
hrs cfs cfs

t

I

2S/dt-O (i) 2S/dt+O (j) OUTFLOW
cfs cfs cfs
21.83 0.23 0.23 222.32 222.64 0.16
21.87 0.23 0.23 222.46 222.78 0.16
21.90 0.23 0.23 222.59 222.92 0.16
21.93 0.23 0.23 222.73 223.06 0.16
21.97 0.23 0.23 222.87 223.19 0.16
22.00 0.23 0.23 223.00 223.33 0.16
22.03 0.23 0.23 223.14 223.47 0.16
22.07 0.23 0.23 223.28 223.60 0.16
22.10 0.23 0.23 223.41 223.74 0.16
22.13 0.23 0.23 223.55 223.87 0.16
22.17 0.23 0.23 223.68 224.01 0.16
22.20 0.23 0.23 223.81 224.14 0.16
22.23 0.23 0.23 223.94 224.27 0.16
22.27 0.23 0.23 224.08 224.40 0.16
22.30 0.23 0.23 224.21 224.54 0.16
22.33 0.23 0.23 224.34 224.67 0.16
22.37 0.23 0.23 224.47 224.80 0.16
22.40 0.23 0.23 224.60 224.93 0.16
22.43 0.23 0.23 224.73 225.06 0.16
22.47 0.23 0.23 224.86 225.19 0.16
22.50 0.23 0.23 224.98 225.31 0.16
22.53 0.23 0.23 225.11 225.44 0.17
22.57 0.23 0.23 225.24 225.57 0.17
22.60 0.23 0.23 225.36 225.69 0.17
22.63 0.23 0.23 225.49 225.82 0.17
22.67 0.23 0.23 225.61 225.95 0.17
22.70 0.23 0.23 225.74 226.07 0.17
22.73 0.23 0.23 225.86 226.19 0.17
22.77 0.23 0.23 225.99 226.32 0.17
22.80 0.23 0.23 226.11 226.44 0.17
22.83 0.23 0.23 226.23 226.56 0.17
22.87 0.23 0.23 226.35 226.68 0.17
22.90 0.23 0.23 226.47 226.80 0.17
22.93 0.23 0.23 226.59 226.93 0.17
22.97 0.23 0.23 226.71 227.05 0.17
23.00 0.23 0.23 226.83 227.16 0.17
23.03 0.23 0.23 226.95 227.28 0.17
23.07 0.23 0.23 227.07 227.40 0.17
23.10 0.23 0.23 227.18 227.52 0.17
23.13 0.23 0.23 227.30 227.64 0.17
23.17 0.23 0.23 227.42 227.75 0.17
23.20 0.23 0.22 227.53 227.87 0.17

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
23.23 0.22 0.22 227.65 227.98 0.17
' 23.27 0.22 0.22 227.76 228.10 0.17
23.30 0.22 0.22 227.88 228.21 0.17
23.33 0.22 0.22 227.99 228
33 0
17
' 23.37 0.22 0.22 228.10 .
228.44 .
0.17
23.40 0.22 0.22 228.21 228.55 0.17
23.43 0.22 0.22 228.33 228.66 0.17
23.47 0.22 0.22 228.44 228.77 0.17
' 23.50 0.22 0.22 228.55 228.88 0.17
23.53 0.22 0.22 228.66 228.99 0.17
23.57 0.22 0.22 228.77 229.10 0.17
23.60 0.22 0.22 228.87 229.21 0.17
23.63 0.22 0.22 228.98 229.32 0.17
23.67 0.22 0.22 229.09 229.43 0.17
' 23.70 0.22 0.22 229.20 229.53 0.17
23.73 0.22 0.22 229.30 229.64 0.17
23.77 0.22 0.22 229.41 229.75 0.17
23.80 0.22 0.22 229.51 229.85 0.17
23.83 0.22 0.22 229.62 229.96 0.17
23.87 0.22 0.22 229.72 230.06 0.17
' 23.90
23.93 0.22
0.22 0.22
0.22 229.82
229.93 230.16
230.27 0.17
0.17
23.97 0.22 0.00 230.03 230.37 0.17
24.00 0.00 0.00 229.91 230.25 0.17
'
Maximum outflow (cfs) = 0.17
Maximum storage (cu ft) = 13812
' Maximum elevation (ft) = 83.17

1

City of Rocky Mount LCID Landfill Extended Detention Wetland 1
Stormwater Management
10 YEAR - 24 HOUR STORM: INFLOW HYDROGRAPH

up = 188.5 S.C.S. RUNOFF 10 Yr
. . .
. . .
. . .
. . .
. . . .
.
.
.
.
HGU = 180 min 9 VGU = 28.8 cfs
VOL = (cuft/aicft) = 617331 / 14.172
F?

0

1
HYDROLOGIC REPORT
10 YR 24 HR STORM.....
INFLOW ................
WETLAND 1 .............
Hyd. No. 9
Hydrograph type = S.C.S.
Storm frequency = 10 yr
Basin area = 65 ac
Ave basin slope = 1
Basin lag = 29.4
Total precip. = 5.80
RUNOFF
min
in
Peak discharge
Time interval
Basin curve No.
Hydraulic len
Time of concen
Distribution
= 108.52 cfs
= 2 min
= 70
= 1200 ft
= 49.16 min
= S.C.S. II
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME- -OUTFLOW
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
10.43 1.06 10.47 1.12 10.50 1.18 10.53 1.25
10.57 1.32 10.60 1.40 10.63 1.47 10.67 1.55
10.70 1.63 10.73 1.72 10.77 1.81 10.80 1.90
10.83 2.00 10.87 2.10 10.90 2.21 10.93 2.32
10.97 2.44 11.00 2.56 11.03 2.68 11.07 2.80
11.10 2.93 11.13 3.07 11.17 3.22 11.20 3.37
11.23 3.54 11.27 3.71 11.30 3.90 11.33 4.10
11.37 4.31 11.40 4.53 11.43 4.77 11.47 5.03
11.50 5.30 11.53 5.62 11.57 6.01 11.60 6.50
11.63 7.12 11.67 7.92 11.70 8.94 11.73 10.26
11.77 11.92 11.80 14.09 11.83 16.93 11.87 20.65
11.90 25.48 11.93 31.37 11.97 37.97 12.00 44.88
12.03 51.85 12.07 58.84 12.10 65.79 12.13 72.63
12.17 79.28 12.20 85.65 12.23 91.64 12.27 97.13
12.30 101.87 12.33 105.58 12.37 107.92 12.40 108.52
12.43 107.43 12.47 105.21 12.50 102.50 12.53 99.61
12.57 96.55 12.60 93.35 12.63 89.99 12.67 86.50
12.70 82.89 12.73 79.15 12.77 75.31 12.80 71.36
12.83 67.33 12.87 63.23 12.90 59.09 12.93 54.94
12.97 50.80 13.00 46.72 13.03 42.74 13.07 38.88
13.10 35.20 13.13 31.78 13.17 28.73 13.20 26.19
13.23 24.27 13.27 22.98 13.30 22.09 13.33 21.37
13.37 20.70 13.40 20.07 13.43 19.48 13.47 18.94
13.50 18.44 13.53 17.97 13.57 17.54 13.60 17.13
13.63 16.76 13.67 16.41 13.70 16.08 13.73 15.78
13.77 15.48 13.80 15.20 13.83 14.93 13.87 14.67
13.90 14.41 13.93 14.16 13.97 13.92 14.00 13.69
14.03 13.46 14.07 13.24 14.10 13.03 14.13 12.82
14.17 12.63 14.20 12.43 14.23 12.24 14.27 12.06

L

C
I

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME- -OUTFLOW TIME- -OUTFLOW TIME- -OUTFLOW TIME--OUTFLOW
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
14.30 11.89 14.33 11.72 14.37 11.56 14.40 11.40
14.43 11.25 14.47 11.10 14.50 10.96 14.53 10.83
14.57 10.71 14.60 10.59 14.63 10.48 14.67 10.37
14.70 10.27 14.73 10.17 14.77 10.08 14.80 9.99
14.83 9.91 14.87 9.83 14.90 9.75 14.93 9.67
14.97 9.60 15.00 9.53 15.03 9.46 15.07 9.39
15.10 9.33 15.13 9.26 15.17 9.20 15.20 9.14
15.23 9.08 15.27 9.01 15.30 8.95 15.33 8.89
15.37 8.83 15.40 8.77 15.43 8.71 15.47 8.65
15.50 8.59 15.53 8.53 15.57 8.47 15.60 8.41
15.63 8.35 15.67 8.28 15.70 8.22 15.73 8.16
15.77 8.10 15.80 8.04 15.83 7.97 15.87 7.91
15.90 7.85 15.93 7.79 15.97 7.73 16.00 7.66
16.03 7.60 16.07 7.54 16.10 7.48 16.13 7.41
16.17 7.35 16.20 7.29 16.23 7.23 16.27 7.18
16.30 7.12 16.33 7.06 16.37 7.01 16.40 6.95
16.43 6.90 16.47 6.85 16.50 6.80 16.53 6.76
16.57 6.72 16.60 6.67 16.63 6.63 16.67 6.59
16.70 6.56 16.73 6.52 16.77 6.49 16.80 6.46
16.83 6.43 16.87 6.40 16.90 6.37 16.93 6.34
16.97 6.31 17.00 6.29 17.03 6.26 17.07 6.24
17.10 6.21 17.13 6.19 17.17 6.17 17.20 6.14
17.23 6.12 17.27 6.10 17.30 6.08 17.33 6.06
17.37 6.03 17.40 6.01 17.43 5.99 17.47 5.97
17.50 5.95 17.53 5.92 17.57 5.90 17.60 5.88
17.63 5.86 17.67 5.83 17.70 5.81 17.73 5.79
17.77 5.77 17.80 5.75 17.83 5.72 17.87 5.70
17.90 5.68 17.93 5.66 17.97 5.63 18.00 5.61
18.03 5.59 18.07 5.57 18.10 5.54 18.13 5.52
18.17 5.50 18.20 5.48 18.23 5.45 18.27 5.43
18.30 5.41 18.33 5.39 18.37 5.36 18.40 5.34
18.43 5.32 18.47 5.30 18.50 5.27 18.53 5.25
18.57 5.23 18.60 5.20 18.63 5.18 18.67 5.16
18.70 5.14 18.73 5.11 18.77 5.09 18.80 5.07
18.83 5.04 18.87 5.02 18.90 5.00 18.93 4.98
18.97 4.95 19.00 4.93 19.03 4.91 19.07 4.88
19.10 4.86 19.13 4.84 19.17 4.81 19.20 4.79
19.23 4.77 19.27 4.74 19.30 4.72 19.33 4.70
19.37 4.67 19.40 4.65 19.43 4.63 19.47 4.60
19.50 4.58 19.53 4.56 19.57 4.53 19.60 4.51
19.63 4.49 19.67 4.46 19.70 4.44 19.73 4.42
19.77 4.39 19.80 4.37 19.83 4.35 19.87 4.32
19.90 4.30 19.93 4.28 19.97 4.25 20.00 4.23
20.03 4.21 20.07 4.18 20.10 4.16 20.13 4.14
20.17 4.11 20.20 4.09 20.23 4.07 20.27 4.05
20.30 4.03 20.33 4.01 20.37 3.99 20.40 3.97

HYDROGRAPH DISCHARGE TABLE Cont'd

TIME--OUTFLOW
(hrs cfs)
20.43 3.95
20.57 3.89
20.70 3.84
20.83 3.80
20.97 3.77
21.10 3.75
21.23 3.73
21.37 3.71
21.50 3.69
21.63 3.67
21.77 3.66
21.90 3.64
22.03 3.62
22.17 3.61
22.30 3.59
22.43 3.57
22.57 3.55
22.70 3.53
22.83 3.52
22.97 3.50
23.10 3.48
23.23 3.46
23.37 3.45
23.50 3.43
23.63 3.41
23.77 3.39
23.90 3.37
TIME- -OUTFLOW
(hrs cfs)
20.47 3.93
20.60 3.87
20.73 3.83
20.87 3.79
21.00 3.76
21.13 3.74
21.27 3.72
21.40 3.71
21.53 3.69
21.67 3.67
21.80 3.65
21.93 3.64
22.07 3.62
22.20 3.60
22.33 3.58
22.47 3.57
22.60 3.55
22.73 3.53
22.87 3.51
23.00 3.49
23.13 3.48
23.27 3.46
23.40 3.44
23.53 3.42
23.67 3.41
23.80 3.39
23.93 3.37
TIME--OUTFLOW
(hrs cfs)
20.50 3.92
20.63 3.86
20.77 3.82
20.90 3.78
21.03 3.76
21.17 3.74
21.30 3.72
21.43 3.70
21.57 3.68
21.70 3.67
21.83 3.65
21.97 3.63
22.10 3.61
22.23 3.60
22.37 3.58
22.50 3.56
22.63 3.54
22.77 3.53
22.90 3.51
23.03 3.49
23.17 3.47
23.30 3.45
23.43 3.44
23.57 3.42
23.70 3.40
23.83 3.38
23.97 3.37

TIME--OUTFLOW
(hrs cfs)
20.53 3.90
20.67 3.85
20.80 3.81
20.93 3.78
21.07 3.75
21.20 3.73
21.33 3.71
21.47 3.70
21.60 3.68
21.73 3.66
21.87 3.64
22.00 3.63
22.13 3.61
22.27 3.59
22.40 3.57
22.53 3.56
22.67 3.54
22.80 3.52
22.93 3.50
23.07 3.49
23.20 3.47
23.33 3.45
23.47 3.43
23.60 3.41
23.73 3.40
23.87 3.38
24.00 0.00

1 HYDROLOGIC REPORT
10 YR 24 HR STORM.....
ROUTED ................
' WETLAND 1 .............
Hyd. No. 10
Hydrograph type = RESERVOIR ROUTE Peak discharge = 93.38 cfs
' Storm frequency = 10 yr Time interval = 2-min
Inflow hyd. no. = 9 Reservoir no. = 1

' HYDROGRAPH DISCHARGE TABLE
' TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+0 (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
10.43
10.47 1.06
1
12 1.12
1
18 25.31 25.34 0.02
. . 27.45 27.48 0
02
10.50 1.18 1.25 29.72 29.76 .
0
02
10.53
10
57 1.25 1.32 32.12 32.16 .
0.02
.
10.60 1.32
1
40 1.40 34.65 34.70 0.02

10
63 .
1
47 1.47 37.33 37.37 0.02
.
10.67 .
1.55 1.55
1
63 40.15 40.19 0.02
'
10.70
1.63 .
1
72 43.12 43.17 0.03

10.73
1.72 .
1
81 46.24 46.30 0.03

10.77
1.81 .
1
90 49.54 49.60 0.03
'
10.80
1.90 .
2.00 53.00
56
64 53.06
56
71 0.03

10.83
2.00
2.10 .
60
47 . 0.03

10.87
2.10
2.21 .
64.50 60.55
64.57 0.04
0
04
' 10.90 2.21 2.32 68.73 68.81 .
0
04
10.93 2.32 2.44 73.17 73.25 .
0
04
10.97 2.44 2.56 77.83 77.92 .
0
05
' 11.00
11.03 2.56
2
68 2.68
2
80 82.72 82.82 .
0.05
. . 87.85 87.95 0
05
11.07 2.80 2.93 93.21 93.32 .
0
06
11.10 2.93 3.07 98.83 98.95 .
0
06
' 11.13 3.07 3.22 104.71 104.83 .
0
06
11.17 3.22 3.37 110.86 111.00 .
0
07
11.20 3.37 3.54 117.31 117.45 .
0
07
11.23 3.54 3.71 124.08 124.23 .
0.07

1

l
11
fl

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
11.27 3.71 3.90 131.17 131.33 0.08
11.30 3.90 4.10 138.62 138.79 0.08
11.33 4.10 4.31 146.43 146.62 0.09
11.37 4.31 4.53 154.64 154.84 0.10
11.40 4.53 4.77 163.27 163.48 0.11
11.43 4.77 5.03 172.34 172.57 0.12
11.47 5.03 5.30 181.89 182.14 0.12
11.50 5.30 5.62 191.94 192.21 0.13
11.53 5.62 6.01 202.58 202.87 0.14
11.57 6.01 6.50 213.91 214.22 0.15
11.60 6.50 7.12 226.09 226.42 0.17
11.63 7.12 7.92 239.35 239.71 0.18
11.67 7.92 8.94 254.00 254.39 0.19
11.70 8.94 10.26 270.44 270.87 0.21
11.73 10.26 11.92 289.13 289.64 0.25
11.77 11.92 14.09 310.70 311.31 0.30
11.80 14.09 16.93 335.99 336.71 0.36
11.83 16.93 20.65 366.16 367.01 0.43
11.87 20.65 25.48 402.73 403.74 0.50
11.90 25.48 31.37 447.68 448.85 0.59
11.93 31.37 37.97 503.15 504.52 0.69
11.97 37.97 44.88 570.74 572.49 0.87
12.00 44.88 51.85 651.28 653.59 1.16
12.03 51.85 58.84 745.22 748.00 1.39
12.07 58.84 65.79 852.63 855.92 1.64
12.10 65.79 72.63 973.33 977.27 1.97
12.13 72.63 79.28 1107.06 1111.75 2.35
12.17 79.28 85.65 1253.72 1258.97 2.63
12.20 85.65 91.64 1411.76 1418.65 3.44
12.23 91.64 97.13 1578.41 1589.04 5.31
12.27 97.13 101.87 1747.57 1767.18 9.80
12.30 101.87 105.58 1902.81 1946.57 21.88
12.33 105.58 107.92 2037.82 2110.26 36.22
12.37 107.92 108.52 2150.40 2251.33 50.46
12.40 108.52 107.43 2240.26 2366.84 63.29
12.43 107.43 105.21 2308.28 2456.21 73.96
12.47 105.21 102.50 2357.25 2520.92 81.84
12.50 102.50 99.61 2390.22 2564.96 87.37
12.53 99.61 96.55 2410.42 2592.33 90.95
12.57 96.55 93.35 2420.94 2606.58 92.82
12.60 93.35 89.99 2424.08 2610.84 93.38
12.63 89.99 86.50 2421.56 2607.42 92.93

HYDROGRAPH DISCHARGE TABLE Cont'd
t TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

I

12.67 86.50 82.89 2414.65 2598.05 91.70
12.70 82.89 79.15 2404.30 2584.04 89.87
12.73 79.15 75.31 2391.24 2566.34 87.55
12.77 75.31 71.36 2376.00 2545.70 84.85
12.80 71.36 67.33 2358.57 2522.67 82.05
12.83 67.33 63.23 2339.35 2497.26 78.96
12.87 63.23 59.09 2318.65 2469.91 75.63
12.90 59.09 54.94 2296.75 2440.97 72.11
12.93 54.94 50.80 2273.90 2410.77 68.44
12.97 50.80 46.72 2250.21 2379.63 64.71
13.00 46.72 42.74 2225.39 2347.73 61.17
13.03 42.74 38.88 2199.82 2314.85 57.52
13.07 38.88 35.20 2173.82 2281.43 53.81
13.10 35.20 31.78 2147.73 2247.90 50.08
13.13 31.78 28.73 2121.63 2214.71 46.54
13.17 28.73 26.19 2095.50 2182.14 43.32
13.20 26.19 24.27 2070.04 2150.41 40.19
13.23 24.27 22.98 2046.03 2120.50 37.23
13.27 22.98 22.09 2024.20 2093.29 34.54
13.30 22.09 21.37 2004.92 2069.27 32.18
13.33 21.37 20.70 1987.53 2048.38 30.42
13.37 20.70 20.07 1971.90 2029.60 28.85
13.40 20.07 19.48 1957.81 2012.67 27.43
13.43 19.48 18.94 1945.08 1997.37 26.14
13.47 18.94 18.44 1933.54 1983.51 24.98
13.50 18.44 17.97 1923.07 1970.92 23.93
13.53 17.97 17.54 1913.55 1959.48 22.97
13.57 17.54 17.13 1904.88 1949.06 22.09
13.60 17.13 16.76 1896.96 1939.55 21.29
13.63 16.76 16.41 1889.73 1930.86 20.56
13.67 16.41 16.08 1883.11 1922.90 19.90
13.70 16.08 15.78 1877.04 1915.60 19.28
13.73 15.78 15.48 1871.20 1908.89 18.85
13.77 15.48 15.20 1865.58 1902.46 18.44
13.80 15.20 14.93 1860.18 1896.27 18.04
13.83 14.93 14.67 1854.99 1890.32 17.66
13.87 14.67 14.41 1850.00 1884.59 17.30
13.90 14.41 14.16 1845.19 1879.08 16.95
13.93 14.16 13.92 1840.56 1873.77 16.61
13.97 13.92 13.69 1836.09 1868.64 16.28
14.00 13.69 13.46 1831.77 1863.70 15.96
14.03 13.46 13.24 1827.61 1858.93 15.66

HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

14.07 13.24 13.03 1823.59 1854.32 15.36
14.10 13.03 12.82 1819.70 1849.86 15.08
14.13 12.82 12.63 1815.95 1845.56 14.81
14.17 12.63 12.43 1812.32 1841.40 14.54
14.20 12.43 12.24 1808.81 1837.38 14.28
14.23 12.24 12.06 1805.42 1833.49 14.03
14.27 12.06 11.89 1802.13 1829.72 13.79
14.30 11.89 11.72 1798.96 1826.09 13.56
14.33 11.72 11.56 1795.89 1822.57 13.34
14.37 11.56 11.40 1792.92 1819.17 13.12
14.40 11.40 11.25 1790.05 1815.88 12.91
14.43 11.25 11.10 1787.28 1812.70 12.71
14.47 11.10 10.96 1784.61 1809.63 12.51
14.50 10.96 10.83 1782.03 1806.67 12.32
14.53 10.83 10.71 1779.54 1803.82 12.14
14.57 10.71 10.59 1777.15 1801.08 11.97
14.60 10.59 10.48 1774.85 1798.45 11.80
14.63 10.48 10.37 1772.65 1795.93 11.64
14.67 10.37 10.27 1770.54 1793.50 11.48
14.70 10.27 10.17 1768.51 1791.18 11.33
14.73 10.17 10.08 1766.57 1788.96 11.19
14.77 10.08 9.99 1764.71 1786.83 11.06
14.80 9.99 9.91 1762.94 1784.79 10.93
14.83 9.91 9.83 1761.23 1782.84 10.80
14.87 9.83 9.75 1759.60 1780.97 10.68
14.90 9.75 9.67 1758.04 1779.17 10.57
14.93 9.67 9.60 1756.54 1777.46 10.46
14.97 9.60 9.53 1755.10 1775.81 10.35
15.00 9.53 9.46 1753.72 1774.22 10.25
15.03 9.46 9.39 1752.39 1772.70 10.16
15.07 9.39 9.33 1751.12 1771.24 10.06
15.10 9.33 9.26 1749.89 1769.83 9.97
15.13 9.26 9.20 1748.70 1768.48 9.89
15.17 9.20 9.14 1747.56 1767.16 9.80
15.20 9.14 9.08 1746.45 1765.90 9.72
15.23 9.08 9.01 1745.38 1764.67 9.64
15.27 9.01 8.95 1744.29 1763.47 9.59
15.30 8.95 8.89 1743.14 1762.26 9.56
15.33 8.89 8.83 1741.94 1760.99 9.53
15.37 8.83 8.77 1740.69 1759.67 9.49
15.40 8.77 8.71 1739.39 1758.29 9.45
15.43 8.71 8.65 1738.05 1756.87 9.41

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

i

15.47 8.65 8.59 1736.66 1755.41 9.37
15.50 8.59 8.53 1735.23 1753.90 9.33
15.53 8.53 8.47 1733.77 1752.35 9.29
15.57 8.47 8.41 1732.27 1750.77 9.25
15.60 8.41 8.35 1730.73 1749.14 9.21
15.63 8.35 8.28 1729.16 1747.48 9.16
15.67 8.28 8.22 1727.56 1745.79 9.11
15.70 8.22 8.16 1725.93 1744.07 9.07
15.73 8.16 8.10 1724.27 1742.32 9.02
15.77 8.10 8.04 1722.59 1740.53 8.97
15.80 8.04 7.97 1720.87 1738.72 8.92
15.83 7.97 7.91 1719.14 1736.89 8.87
15.87 7.91 7.85 1717.38 1735.02 8.82
15.90 7.85 7.79 1715.59 1733.14 8.77
15.93 7.79 7.73 1713.79 1731.23 8.72
15.97 7.73 7.66 1711.96 1729.30 8.67
16.00 7.66 7.60 1710.12 1727.35 8.62
16.03 7.60 7.54 1708.25 1725.38 8.56
16.07 7.54 7.48 1706.37 1723.39 8.51
16.10 7.48 7.41 1704.47 1721.39 8.46
16.13 7.41 7.35 1702.56 1719.36 8.40
16.17 7.35 7.29 1700.64 1717.33 8.35
16.20 7.29 7.23 1698.70 1715.28 8.29
16.23 7.23 7.18 1696.75 1713.23 8.24
16.27 7.18 7.12 1694.80 1711.16 8.18
16.30 7.12 7.06 1692.85 1709.09 8.12
16.33 7.06 7.01 1690.89 1707.02 8.07
16.37 7.01 6.95 1688.93 1704.95 8.01
16.40 6.95 6.90 1686.97 1702.89 7.96
16.43 6.90 6.85 1685.03 1700.83 7.90
16.47 6.85 6.80 1683.09 1698.78 7.85
16.50 6.80 6.76 1681.16 1696.74 7.79
16.53 6.76 6.72 1679.25 1694.72 7.74
16.57 6.72 6.67 1677.36 1692.72 7.68
16.60 6.67 6.63 1675.49 1690.75 7.63
16.63 6.63 6.59 1673.64 1688.79 7.58
16.67 6.59 6.56 1671.82 1686.87 7.52
16.70 6.56 6.52 1670.02 1684.97 7.47
16.73 6.52 6.49 1668.26 1683.11 7.42
16.77 6.49 6.46 1666.52 1681.27 7.37
16.80 6.46 6.43 1664.82 1679.47 7.33
16.83 6.43 6.40 1663.15 1677.70 7.28

J

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+0 (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
16.87 6.40 6.37 1661.51 1675.97 7.23
16.90 6.37 6.34 1659.90 1674.27 7.18
16.93 6.34 6.31 1658.33 1672.61 7.14
16.97 6.31 6.29 1656.79 1670.98 7.10
17.00 6.29 6.26 1655.28 1669.38 7.05
17.03 6.26 6.24 1653.80 1667.83 7.01
17.07 6.24 6.21 1652.36 1666.30 6.97
17.10 6.21 6.19 1650.95 1664.81 6.93
17.13 6.19 6.17 1649.57 1663.35 6.89
17.17 6.17 6.14 1648.23 1661.93 6.85
17.20 6.14 6.12 1646.91 1660.54 6.81
17.23 6.12 6.10 1645.62 1659.17 6.78
17.27 6.10 6.08 1644.36 1657.84 6.74
17.30 6.08 6.06 1643.12 1656.54 6.71
17.33 6.06 6.03 1641.91 1655.26 6.67
17.37 6.03 6.01 1640.73 1654.00 6.64
17.40 6.01 5.99 1639.56 1652.77 6.60
17.43 5.99 5.97 1638.42 1651.57 6.57
17.47 5.97 5.95 1637.30 1650.38 6.54
17.50 5.95 5.92 1636.19 1649.21 6.51
17.53 5.92 5.90 1635.11 1648.06 6.48
17.57 5.90 5.88 1634.04 1646.93 6.45
17.60 5.88 5.86 1632.99 1645.82 6.42
17.63 5.86 5.83 1631.95 1644.72 6.39
17.67 5.83 5.81 1630.92 1643.64 6.36
17.70 5.81 5.79 1629.91 1642.57 6.33
17.73 5.79 5.77 1628.91 1641.51 6.30
17.77 5.77 5.75 1627.92 1640.47 6.27
17.80 5.75 5.72 1626.95 1639.44 6.24
17.83 5.72 5.70 1625.98 1638.42 6.22
17.87 5.70 5.68 1625.03 1637.41 6.19
17.90 5.68 5.66 1624.08 1636.41 6.16
17.93 5.66 5.63 1623.14 1635.42 6.14
17.97 5.63 5.61 1622.21 1634.43 6
11
18.00 5.61 5.59 1621.29 1633.46 .
6.08
18.03 5.59 5.57 1620.38 1632.49 6.06
18.07 5.57 5.54 1619.47 1631.53 6.03
18.10 5.54 5.52 1618.57 1630.58 6.01
18.13 5.52 5.50 1617.68 1629.64 5.98
18.17 5.50 5.48 1616.79 1628.70 5.96
18.20 5.48 5.45 1615.90 1627.76 5.93
18.23 5.45 5.43 1615.02 1626.83 5.90

L
HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

18.27 5.43 5.41 1614.15 1625.91 5.88
18.30 5.41 5.39 1613.28 1624.99 5.85
18.33 5.39 5.36 1612.41 1624.07 5.83
18.37 5.36 5.34 1611.55 1623.16 5.81
18.40 5.34 5.32 1610.69 1622.26 5.78
18.43 5.32 5.30 1609.84 1621.35 5.76
18.47 5.30 5.27 1608.99 1620.45 5.73
18.50 5.27 5.25 1608.14 1619.55 5.71
18.53 5.25 5.23 1607.29 1618.66 5.69
18.57 5.23 5.20 1606.41 1617.76 5.68
18.60 5.20 5.18 1605.51 1616.84 5.66
18.63 5.18 5.16 1604.59 1615.90 5.65
18.67 5.16 5.14 1603.65 1614.93 5.64
18.70 5.14 5.11 1602.69 1613.95 5.63
18.73 5.11 5.09 1601.71 1612.94 5.62
18.77 5.09 5.07 1600.71 1611.91 5.60
18.80 5.07 5.04 1599.69 1610.87 5.59
18.83 5.04 5.02 1598.65 1609.80 5.58
18.87 5.02 5.00 1.597.59 1608.71 5.56
18.90 5.00 4.98 1596.51 1607.61 5.55
18.93 4.98 4.95 1595.42 1606.49 5.53
18.97 4.95 4.93 1594.31 1605.35 5.52
19.00 4.93 4.91 1593.18 1604.19 5.50
19.03 4.91 4.88 1592.03 1603.01 5.49
19.07 4.88 4.86 1590.87 1601.82 5.48
19.10 4.86 4.84 1589.69 1600.61 5.46
19.13 4.84 4.81 1588.50 1599.39 5.44
19.17 4.81 4.79 1587.29 1598.15 5.43
19.20 4.79 4.77 1586.07 1596.90 5.41
19.23 4.77 4.74 1584.83 1595.63 5.40
19.27 4.74 4.72 1583.58 1594.34 5.38
19.30 4.72 4.70 1582.32 1593.05 5.36
19.33 4.70 4.67 1581.04 1591.74 5.35
19.37 4.67 4.65 1579.75 1590.41 5.33
19.40 4.65 4.63 1578.44 1589.07 5.31
19.43 4.63 4.60 1577.13 1587.72 5.30
19.47 4.60 4.58 1575.80 1586.36 5.28
19.50 4.58 4.56 1574.46 1584.98 5.26
19.53 4.56 4.53 1573.10 1583.60 5.25
19.57 4.53 4.51 1571.74 1582.20 5.23
19.60 4.51 4.49 1570.36 1580.79 5.21
19.63 4.49 4.46 1568.98 1579.36 5.19
1

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

19.67 4.46 4.44 1567.58 1577.93 5.17
19.70 4.44 4.42 1566.17 1576.49 5.16
19.73 4.42 4.39 1564.76 1575.03 5.14
19.77 4.39 4.37 1563.33 1573.57 5.12
19.80 4.37 4.35 1561.89 1572.10 5.10
19.83 4.35 4.32 1560.45 1570.61 5.08
19.87 4.32 4.30 1558.99 1569.12 5.06
19.90 4.30 4.28 1557.52 1567.61 5.05
19.93 4.28 4.25 1556.05 1566.10 5.03
19.97 4.25 4.23 1554.57 1564.58 5.01
20.00 4.23 4.21 1553.08 1563.05 4.99
20.03 4.21 4.18 1551.58 1561.51 4.97
20.07 4.18 4.16 1550.07 1559.97 4.95
20.10 4.16 4.14 1548.55 1558.41 4.93
20.13 4.14 4.11 1547.03 1556.85 4.91
20.17 4.11 4.09 1545.50 1555.28 4.89
20.20 4.09 4.07 1543.97 1553.71 4.87
20.23 4.07 4.05 1542.43 1552.13 4.85
20.27 4.05 4.03 1540.88 1550.54 4.83
20.30 4.03 4.01 1539.34 1548.96 4.81
20.33 4.01 3.99 1537.79 1547.37 4.79
20.37 3.99 3.97 1536.24 1545.78 4.77
20.40 3.97 3.95 1534.70 1544.20 4.75
20.43 3.95 3.93 1533.15 1542.61 4.73
20.47 3.93 3.92 1531.61 1541.04 4.71
20.50 3.92 3.90 1530.08 1539.46 4.69
20.53 3.90 3.89 1528.55 1537.90 4.67
20.57 3.89 3.87 1527.04 1536.34 4.65
20.60 3.87 3.86 1525.53 1534.80 4.63
20.63 3.86 3.85 1524.04 1533.26 4.61
20.67 3.85 3.84 1522.56 1531.74 4.59
20.70 3.84 3.83 1521.09 1530.24 4.58
20.73 3.83 3.82 1519.64 1528.75 4.56
20.77 3.82 3.81 1518.20 1527.28 4.54
20.80 3.81 3.80 1516.79 1525.83 4.52
20.83 3.80 3.79 1515.39 1524.39 4.50
20.87 3.79 3.78 1514.01 1522.98 4.48
20.90 3.78 3.78 1512.65 1521.58 4.47
20.93 3.78 3.77 1511.31 1520.21 4.45
20.97 3.77 3.76 1509.99 1518.85 4.43
21.00 3.76 3.76 1508.69 1517.52 4.42
21.03 3.76 3.75 1507.41 1516.21 4.40

H

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
21.07 3.75 3.75 1506.15 1514.92 4
38
21.10 3.75 3.74 1504.92 1513.65 .
4
37
21.13 3.74 3.74 1503.70 1512.40 .
4
35
21.17 3.74 3.73 1502.51 1511.18 .
4.34
21.20 3.73 3.73 1501.34 1509.98 4
32
21.23 3.73 3.72 1500.18 1508.79 .
4
31
21.27 3.72 3.72 1499.05 1507.63 .
4
29
21.30 3.72 3.71 1497.94 1506.49 .
4.28
21.33 3.71 3.71 1496.85 1505.37 4.26
21.37 3.71 3.71 1495.77 1504.27 4.25
21.40 3.71 3.70 1494.72 1503.19 4.23
21.43 3.70 3.70 1493.68 1502.12 4.22
21.47 3.70 3.69 1492.66 1501.08 4
21
21.50 3.69 3.69 1491.66 1500.05 .
4
20
21.53 3.69 3.68 1490.67 1499.04 .
4.18
21.57 3.68 3.68 1489.70 1498.05 4
17
21.60 3.68 3.67 1488.75 1497.07 .
4
16
21.63 3.67 3.67 1487.81 1496.11 .
4.15
21.67 3.67 3.67 1486.89 1495.16 4.13
21.70 3.67 3.66 1485.98 1494.23 4
12
21.73 3.66 3.66 1485.09 1493.31 .
4.11
21.77 3.66 3.65 1484.21 1492.41 4.10
21.80 3.65 3.65 1483.35 1491.52 4.09
21.83 3.65 3.64 1482.49 1490.65 4
08
21.87 3.64 3.64 1481.65 1489.79 .
4
07
21.90 3.64 3.64 1480.83 1488.94 .
4.06
21.93 3.64 3.63 1480.01 1488.10 4
05
21.97 3.63 3.63 1479.21 1487.28 .
4.03
22.00 3.63 3.62 1478.42 1486.47 4
02
22.03 3.62 3.62 1477.64 1485.67 .
4.01
22.07 3.62 3.61 1476.87 1484.88 4.00
22.10 3.61 3.61 1476.11 1484.10 3
99
22.13 3.61 3.61 1475.37 1483.34 .
3.99
22.17 3.61 3.60 1474.63 1482.58 3.98
22.20 3.60 3.60 1473.90 1481.84 3
97
22.23 3.60 3.59 1473.19 1481.10 .
3
96
22.27 3.59 3.59 1472.48 1480.38 .
3
95
22.30 3.59 3.58 1471.78 1479.66 .
3
94
22.33 3.58 3.58 1471.09 1478.95 .
3
93
22.37 3.58 3.57 1470.41 1478.25 .
3
92
22.40 3.57 3.57 1469.74 1477.56 .
3.91
22.43 3.57 3.57 1469.08 1476.88 3.90

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW ( i ) INFLOW ( j ) 2 S/dt -O ( i ) 2S/dt+O ( j ) OUTFLOW
hrs cfs cfs cfs cfs cfs

u
r

22.47 3.57 3.56 1468.42 1476.21 3.90
22.50 3.56 3.56 1467.77 1475.55 3.89
22.53 3.56 3.55 1467.12 1474.89 3.88
22.57 3.55 3.55 1466.48 1474.23 3.88
22.60 3.55 3.54 1465.83 1473.58 3.87
22.63 3.54 3.54 1465.19 1472.93 3.87
22.67 3.54 3.53 1464.55 1472.27 3.86
22.70 3.53 3.53 1463.91 1471.62 3.86
22.73 3.53 3.53 1463.27 1470.97 3.85
22.77 3.53 3.52 1462.63 1470.33 3.85
22.80 3.52 3.52 1462.00 1469.68 3.84
22.83 3.52 3.51 1461.36 1469.04 3.84
22.87 3.51 3.51 1460.73 1468.39 3.83
22.90 3.51 3.50 1460.10 1467.75 3.83
22.93 3.50 3.50 1459.46 1467.11 3.82
22.97 3.50 3.49 1458.83 1466.47 3.82
23.00 3.49 3.49 1458.20 1465.83 3.81
23.03 3.49 3.49 1457.58 1465.19 3.81
23.07 3.49 3.48 1456.95 1464.55 3.80
23.10 3.48 3.48 1456.32 1463.92 3.80
23.13 3.48 3.47 1455.70 1463.28 3.79
23.17 3.47 3.47 1455.07 1462.65 3.79
23.20 3.47 3.46 1454.45 1462.01 3.78
23.23 3.46 3.46 1453.83 1461.38 3.78
23.27 3.46 3.45 1453.21 1460.75 3.77
23.30 3.45 3.45 1452.59 1460.12 3.77
23.33 3.45 3.45 1451.97 1459.49 3.76
23.37 3.45 3.44 1451.35 1458.86 3.76
23.40 3.44 3.44 1450.73 1458.24 3.75
23.43 3.44 3.43 1450.11 1457.61 3.75
23.47 3.43 3.43 1449.50 1456.98 3.74
23.50 3.43 3.42 1448.88 1456.36 3.74
23.53 3.42 3.42 1448.27 1455.74 3.73
23.57 3.42 3.41 1447.66 1455.11 3.73
23.60 3.41 3.41 1447.04 1454.49 3.72
23.63 3.41 3.41 1446.43 1453.87 3.72
23.67 3.41 3.40 1445.82 1453.25 3.71
23.70 3.40 3.40 1445.21 1452.63 3.71
23.73 3.40 3.39 1444.60 1452.01 3.70
23.77 3.39 3.39 1443.99 1451.39 3.70
23.80 3.39 3.38 1443.38 1450.77 3.69
23.83 3.38 3.38 1442.77 1450.15 3.69

i

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j)
hrs cfs cfs
23.87 3.38 3.37
23.90 3.37 3.37
23.93 3.37 3.37
23.97 3.37 0.00
24.00 0.00 0.00
Maximum outflow (cfs) = 93.38
Maximum storage (cu ft) = 151048
Maximum elevation (ft) = 84.84
2S/dt-O (i)
cfs
1442.17
1441.56
1440.96
1440.35
1436.44
2S/dt+O (j) OUTFLOW
cfs cfs
1449.54 3.68
1448.92 3.68
1448.30 3.67
1447.69 3.67
1443.72 3.64
t
City of Rocky Mount LCID Landfill Extended Detention Wetland 1
Stormwater Management
10 YEAR - 30 MINUTE STORM: INFLOW HYDROGRAPH
Qp = 18.3 S.C.S. RUNOFF 19 Yr
. . . .
. . . .
HGU = 100 min 3 UGU = 1.8 cfs
UOL = (cuft/acft) = 71739 i 1.647

fl

HYDROLOGIC REPORT
10 YR STORM INFLOW....
WETLAND 1 .............
......................
Hyd. No. 3
Hydrograph type
Storm frequency
Basin area
Ave basin slope
Basin lag
Total precip.
S.C.S. RUNOFF
10 yr
65 ac
2
a
20.8 min
2.18 in
Peak discharge
Time interval
Basin curve No.
Hydraulic len
Time of concen
Distribution
10.34 cfs
2 min
70
1200 ft
34.76 min
S.C.S. II
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
11.90 0.66 11.93 1.26 11.97 2.04 12.00 2.91
12.03 3.81 12.07 4.75 12.10 5.74 12.13 6.76
12.17 7.78 12.20 8.75 12.23 9.57 12.27 10.12
12.30 10.34 12.33 10.31 12.37 10.16 12.40 9.98
12.43 9.76 12.47 9.50 12.50 9.20 12.53 8.86
12.57 8.49 12.60 8.09 12.63 7.65 12.67 7.18
12.70 6.68 12.73 6.16 12.77 5.62 12.80 5.10
12.83 4.62 12.87 4.24 12.90 3.99 12.93 3.82
12.97 3.69 13.00 3.57 13.03 3.46 13.07 3.35
13.10 3.26 13.13 3.17 13.17 3.08 13.20 3.01
13.23 2.94 13.27 2.87 13.30 2.82 13.33 2.76
13.37 2.71 13.40 2.66 13.43 2.62 13.47 2.58
13.50 2.54 13.53 2.50 13.57 2.46 13.60 2.42
13.63 2.38 13.67 2.35 13.70 2.31 13.73 2.28
13.77 2.25 13.80 2.22 13.83 2.18 13.87 2.15
13.90 2.12 13.93 2.10 13.97 2.07 14.00 2.04
14.03 2.01 14.07 1.98 14.10 1.96 14.13 1.93
14.17 1.91 14.20 1.88 14.23 1.86 14.27 1.84
14.30 1.81 14.33 1.79 14.37 1.78 14.40 1.76
14.43 1.74 14.47 1.73 14.50 1.71 14.53 1.70
14.57 1.69 14.60 1.67 14.63 1.66 14.67 1.65
14.70 1.64 14.73 1.63 14.77 1.62 14.80 1.61
14.83 1.61 14.87 1.60 14.90 1.59 14.93 1.58
14.97 1.57 15.00 1.57 15.03 1.56 15.07 1.55
15.10 1.54 15.13 1.53 15.17 1.52 15.20 1.51
15.23 1.51 15.27 1.50 15.30 1.49 15.33 1.48
15.37 1.47 15.40 1.46 15.43 1.45 15.47 1.44
15.50 1.43 15.53 1.43 15.57 1.42 15.60 1.41
15.63 1.40 15.67 1.39 15.70 1.38 15.73 1.37

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME--OUTFLOW
(hrs cfs)
15.77 1.36
15.90 1.32
16.03 1.28
16.17 1.24
16.30 1.21
16.43 1.18
16.57 1.16
16.70 1.14
16.83 1.13
16.97 1.11
17.10 1.10
17.23 1.09
17.37 1.07
17.50 1.06
17.63 1.05
17.77 1.03
17.90 1.02
18.03 1.01
TIME--OUTFLOW
(hrs cfs)
15.80 1.35
15.93 1.31
16.07 1.27
16.20 1.23
16.33 1.20
16.47 1.17
16.60 1.15
16.73 1.14
16.87 1.12
17.00 1.11
17.13 1.10
17.27 1.08
17.40 1.07
17.53 1.06
17.67 1.04
17.80 1.03
17.93 1.02
18.07 1.00
TIME--OUTFLOW
(hrs cfs)
15.83 1.34
15.97 1.30
16.10 1.26
16.23 1.22
16.37 1.19
16.50 1.17
16.63 1.15
16.77 1.13
16.90 1.12
17.03 1.11
17.17 1.09
17.30 1.08
17.43 1.07
17.57 1.05
17.70 1.04
17.83 1.03
17.97 1.01
18.10 1.00
TIME--OUTFLOW
(hrs cfs)
15.87 1.33
16.00 1.29
16.13 1.25
16.27 1.22
16.40 1.19
16.53 1.16
16.67 1.14
16.80 1.13
16.93 1.12
17.07 1.10
17.20 1.09
17.33 1.08
17.47 1.06
17.60 1.05
17.73 1.04
17.87 1.02
18.00 1.01
18.13 0.99

HYDROLOGIC REPORT
10 YR STORM ROUTED....
WETLAND 1 .............
Hyd. No. 4
Hydrograph type = RESERVOIR ROUTE Peak discharge = 1.07 cfs
Storm frequency = 10 yr Time interval = 2 min
Inflow hyd. no. = 3 Reservoir no. = 1
HYDROGRAPH DISCHARGE TABLE
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+0 (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
0.00 0.00 0.00 0.00 0.00 0.00
0.03 0.00 0.00 0.00 0.00 0.00
0.07 0.00 0.00 0.00 0.00 0.00
0.10 0.00 0.00 0.00 0.00 0.00
0.13 0.00 0.00 0.00 0.00 0.00
0.17 0.00 0.00 0.00 0.00 0.00
0.20 0.00 0.00 0.00 0.00 0.00
0.23 0.00 0.00 0.00 0.00 0.00
0.27 0.00 0.00 0.00 0.00 0.00
0.30 0.00 0.00 0.00 0.00 0.00
0.33 0.00 0.00 0.00 0.00 0.00
0.37 0.00 0.00 0.00 0.00 0.00
0.40 0.00 0.00 0.00 0.00 0.00
0.43 0.00 0.00 0.00 0.00 0.00
0.47 0.00 0.00 0.00 0.00 0.00
0.50 0.00 0.00 0.00 0.00 0.00
0.53 0.00 0.00 0.00 0.00 0.00
0.57 0.00 0.00 0.00 0.00 0.00
0.60 0.00 0.00 0.00 0.00 0.00
0.63 0.00 0.00 0.00 0.00 0.00
0.67 0.00 0.00 0.00 0.00 0.00
0.70 0.00 0.00 0.00 0.00 0.00
0.73 0.00 0.00 0.00 0.00 0.00
0.77 0.00 0.00 0.00 0.00 0.00
0.80 0.00 0.00 0.00 0.00 0.00
n

0

0
0

I

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+0 (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
0.83 0.00 0.00 0.00 0.00 0.00
0.87 0.00 0.00 0.00 0.00 0.00
0.90 0.00 0.00 0.00 0.00 0.00
0.93 0.00 0.00 0.00 0.00 0.00
0.97 0.00 0.00 0.00 0.00 0.00
1.00 0.00 0.00 0.00 0.00 0.00
1.03 0.00 0.00 0.00 0.00 0.00
1.07 0.00 0.00 0.00 0.00 0.00
1.10 0.00 0.00 0.00 0.00 0.00
1.13 0.00 0.00 0.00 0.00 0.00
1.17 0.00 0.00 0.00 0.00 0.00
1.20 0.00 0.00 0.00 0.00 0.00
1.23 0.00 0.00 0.00 0.00 0.00
1.27 0.00 0.00 0.00 0.00 0.00
1.30 0.00 0.00 0.00 0.00 0.00
1.33 0.00 0.00 0.00 0.00 0.00
1.37 0.00 0.00 0.00 0.00 0.00
1.40 0.00 0.00 0.00 0.00 0.00
1.43 0.00 0.00 0.00 0.00 0.00
1.47 0.00 0.00 0.00 0.00 0.00
1.50 0.00 0.00 0.00 0.00 0.00
1.53 0.00 0.00 0.00 0.00 0.00
1.57 0.00 0.00 0.00 0.00 0.00
1.60 0.00 0.00 0.00 0.00 0.00
1.63 0.00 0.00 0.00 0.00 0.00
1.67 0.00 0.00 0.00 0.00 0.00
1.70 0.00 0.00 0.00 0.00 0.00
1.73 0.00 0.00 0.00 0.00 0.00
1.77 0.00 0.00 0.00 0.00 0.00
1.80 0.00 0.00 0.00 0.00 0.00
1.83 0.00 0.00 0.00 0.00 0.00
1.87 0.00 0.00 0.00 0.00 0.00
1.90 0.00 0.00 0.00 0.00 0.00
1.93 0.00 0.00 0.00 0.00 0.00
1.97 0.00 0.00 0.00 0.00 0.00
2.00 0.00 0.00 0.00 0.00 0.00
2.03 0.00 0.00 0.00 0.00 0.00
2.07 0.00 0.00 0.00 0.00 0.00
2.10 0.00 0.00 0.00 0.00 0.00
2.13 0.00 0.00 0.00 0.00 0.00
2.17 0.00 0.00 0.00 0.00 0.00
2.20 0.00 0.00 0.00 0.00 0.00

I

C

C
f

1

u
11

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
2.23 0.00 0.00 0.00 0.00 0.00
2.27 0.00 0.00 0.00 0.00 0.00
2.30 0.00 0.00 0.00 0.00 0.00
2.33 0.00 0.00 0.00 0.00 0.00
2.37 0.00 0.00 0.00 0.00 0.00
2.40 0.00 0.00 0.00 0.00 0.00
2.43 0.00 0.00 0.00 0.00 0.00
2.47 0.00 0.00 0.00 0.00 0.00
2.50 0.00 0.00 0.00 0.00 0.00
2.53 0.00 0.00 0.00 0.00 0.00
2.57 0.00 0.00 0.00 0.00 0.00
2.60 0.00 0.00 0.00 0.00 0.00
2.63 0.00 0.00 0.00 0.00 0.00
2.67 0.00 0.00 0.00 0.00 0.00
2.70 0.00 0.00 0.00 0.00 0.00
2.73 0.00 0.00 0.00 0.00 0.00
2.77 0.00 0.00 0.00 0.00 0.00
2.80 0.00 0.00 0.00 0.00 0.00
2.83 0.00 0.00 0.00 0.00 0.00
2.87 0.00 0.00 0.00 0.00 0.00
2.90 0.00 0.00 0.00 0.00 0.00
2.93 0.00 0.00 0.00 0.00 0.00
2.97 0.00 0.00 0.00 0.00 0.00
3.00 0.00 0.00 0.00 0.00 0.00
3.03 0.00 0.00 0.00 0.00 0.00
3.07 0.00 0.00 0.00 0.00 0.00
3.10 0.00 0.00 0.00 0.00 0.00
3.13 0.00 0.00 0.00 0.00 0.00
3.17 0.00 0.00 0.00 0.00 0.00
3.20 0.00 0.00 0.00 0.00 0.00
3.23 0.00 0.00 0.00 0.00 0.00
3.27 0.00 0.00 0.00 0.00 0.00
3.30 0.00 0.00 0.00 0.00 0.00
3.33 0.00 0.00 0.00 0.00 0.00
3.37 0.00 0.00 0.00 0.00 0.00
3.40 0.00 0.00 0.00 0.00 0.00
3.43 0.00 0.00 0.00 0.00 0.00
3.47 0.00 0.00 0.00 0.00 0.00
3.50 0.00 0.00 0.00 0.00 0.00
3.53 0.00 0.00 0.00 0.00 0.00
3.57 0.00 0.00 0.00 0.00 0.00
3.60 0.00 0.00 0.00 0.00 0.00

u

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+0 (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
3.63 0.00 0.00 0.00 0.00 0.00
3.67 0.00 0.00 0.00 0.00 0.00
3.70 0.00 0.00 0.00 0.00 0.00
3.73 0.00 0.00 0.00 0.00 0.00
3.77 0.00 0.00 0.00 0.00 0.00
3.80 0.00 0.00 0.00 0.00 0.00
3.83 0.00 0.00 0.00 0.00 0.00
3.87 0.00 0.00 0.00 0.00 0.00
3.90 0.00 0.00 0.00 0.00 0.00
3.93 0.00 0.00 0.00 0.00 0.00
3.97 0.00 0.00 0.00 0.00 0.00
4.00 0.00 0.00 0.00 0.00 0.00
4.03 0.00 0.00 0.00 0.00 0.00
4.07 0.00 0.00 0.00 0.00 0.00
4.10 0.00 0.00 0.00 0.00 0.00
4.13 0.00 0.00 0.00 0.00 0.00
4.17 0.00 0.00 0.00 0.00 0.00
4.20 0.00 0.00 0.00 0.00 0.00
4.23 0.00 0.00 0.00 0.00 0.00
4.27 0.00 0.00 0.00 0.00 0.00
4.30 0.00 0.00 0.00 0.00 0.00
4.33 0.00 0.00 0.00 0.00 0.00
4.37 0.00 0.00 0.00 0.00 0.00
4.40 0.00 0.00 0.00 0.00 0.00
4.43 0.00 0.00 0.00 0.00 0.00
4.47 0.00 0.00 0.00 0.00 0.00
4.50 0.00 0.00 0.00 0.00 0.00
4.53 0.00 0.00 0.00 0.00 0.00
4.57 0.00 0.00 0.00 0.00 0.00
4.60 0.00 0.00 0.00 0.00 0.00
4.63 0.00 0.00 0.00 0.00 0.00
4.67 0.00 0.00 0.00 0.00 0.00
4.70 0.00 0.00 0.00 0.00 0.00
4.73 0.00 0.00 0.00 0.00 0.00
4.77 0.00 0.00 0.00 0.00 0.00
4.80 0.00 0.00 0.00 0.00 0.00
4.83 0.00 0.00 0.00 0.00 0.00
4.87 0.00 0.00 0.00 0.00 0.00
4.90 0.00 0.00 0.00 0.00 0.00
4.93 0.00 0.00 0.00 0.00 0.00
4.97 0.00 0.00 0.00 0.00 0.00
5.00 0.00 0.00 0.00 0.00 0.00

u

I

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
5.03 0.00 0.00 0.00 0.00 0.00
5.07 0.00 0.00 0.00 0.00 0.00
5.10 0.00 0.00 0.00 0.00 0.00
5.13 0.00 0.00 0.00 0.00 0.00
5.17 0.00 0.00 0.00 0.00 0.00
5.20 0.00 0.00 0.00 0.00 0.00
5.23 0.00 0.00 0.00 0.00 0.00
5.27 0.00 0.00 0.00 0.00 0.00
5.30 0.00 0.00 0.00 0.00 0.00
5.33 0.00 0.00 0.00 0.00 0.00
5.37 0.00 0.00 0.00 0.00 0.00
5.40 0.00 0.00 0.00 0.00 0.00
5.43 0.00 0.00 0.00 0.00 0.00
5.47 0.00 0.00 0.00 0.00 0.00
5.50 0.00 0.00 0.00 0.00 0.00
5.53 0.00 0.00 0.00 0.00 0.00
5.57 0.00 0.00 0.00 0.00 0.00
5.60 0.00 0.00 0.00 0.00 0.00
5.63 0.00 0.00 0.00 0.00 0.00
5.67 0.00 0.00 0.00 0.00 0.00
5.70 0.00 0.00 0.00 0.00 0.00
5.73 0.00 0.00 0.00 0.00 0.00
5.77 0.00 0.00 0.00 0.00 0.00
5.80 0.00 0.00 0.00 0.00 0.00
5.83 0.00 0.00 0.00 0.00 0.00
5.87 0.00 0.00 0.00 0.00 0.00
5.90 0.00 0.00 0.00 0.00 0.00
5.93 0.00 0.00 0.00 0.00 0.00
5.97 0.00 0.00 0.00 0.00 0.00
6.00 0.00 0.00 0.00 0.00 0.00
6.03 0.00 0.00 0.00 0.00 0.00
6.07 0.00 0.00 0.00 0.00 0.00
6.10 0.00 0.00 0.00 0.00 0.00
6.13 0.00 0.00 0.00 0.00 0.00
6.17 0.00 0.00 0.00 0.00 0.00
6.20 0.00 0.00 0.00 0.00 0.00
6.23 0.00 0.00 0.00 0.00 0.00
6.27 0.00 0.00 0.00 0.00 0.00
6.30 0.00 0.00 0.00 0.00 0.00
6.33 0.00 0.00 0.00 0.00 0.00
6.37 0.00 0.00 0.00 0.00 0.00
6.40 0.00 0.00 0.00 0.00 0.00

n

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
6.43 0.00 0.00 0.00 0.00 0.00
6.47 0.00 0.00 0.00 0.00 0.00
6.50 0.00 0.00 0.00 0.00 0.00
6.53 0.00 0.00 0.00 0.00 0.00
6.57 0.00 0.00 0.00 0.00 0.00
6.60 0.00 0.00 0.00 0.00 0.00
6.63 0.00 0.00 0.00 0.00 0.00
6.67 0.00 0.00 0.00 0.00 0.00
6.70 0.00 0.00 0.00 0.00 0.00
6.73 0.00 0.00 0.00 0.00 0.00
6.77 0.00 0.00 0.00 0.00 0.00
6.80 0.00 0.00 0.00 0.00 0.00
6.83 0.00 0.00 0.00 0.00 0.00
6.87 0.00 0.00 0.00 0.00 0.00
6.90 0.00 0.00 0.00 0.00 0.00
6.93 0.00 0.00 0.00 0.00 0.00
6.97 0.00 0.00 0.00 0.00 0.00
7.00 0.00 0.00 0.00 0.00 0.00
7.03 0.00 0.00 0.00 0.00 0.00
7.07 0.00 0.00 0.00 0.00 0.00
7.10 0.00 0.00 0.00 0.00 0.00
7.13 0.00 0.00 0.00 0.00 0.00
7.17 0.00 0.00 0.00 0.00 0.00
7.20 0.00 0.00 0.00 0.00 0.00
7.23 0.00 0.00 0.00 0.00 0.00
7.27 0.00 0.00 0.00 0.00 0.00
7.30 0.00 0.00 0.00 0.00 0.00
7.33 0.00 0.00 0.00 0.00 0.00
7.37 0.00 0.00 0.00 0.00 0.00
7.40 0.00 0.00 0.00 0.00 0.00
7.43 0.00 0.00 0.00 0.00 0.00
7.47 0.00 0.00 0.00 0.00 0.00
7.50 0.00 0.00 0.00 0.00 0.00
7.53 0.00 0.00 0.00 0.00 0.00
7.57 0.00 0.00 0.00 0.00 0.00
7.60 0.00 0.00 0.00 0.00 0.00
7.63 0.00 0.00 0.00 0.00 0.00
7.67 0.00 0.00 0.00 0.00 0.00
7.70 0.00 0.00 0.00 0.00 0.00
7.73 0.00 0.00 0.00 0.00 0.00
7.77 0.00 0.00 0.00 0.00 0.00
7.80 0.00 0.00 0.00 0.00 0.00

n

u

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
7.83 0.00 0.00 0.00 0.00 0.00
7.87 0.00 0.00 0.00 0.00 0.00
7.90 0.00 0.00 0.00 0.00 0.00
7.93 0.00 0.00 0.00 0.00 0.00
7.97 0.00 0.00 0.00 0.00 0.00
8.00 0.00 0.00 0.00 0.00 0.00
8.03 0.00 0.00 0.00 0.00 0.00
8.07 0.00 0.00 0.00 0.00 0.00
8.10 0.00 0.00 0.00 0.00 0.00
8.13 0.00 0.00 0.00 0.00 0.00
8.17 0.00 0.00 0.00 0.00 0.00
8.20 0.00 0.00 0.00 0.00 0.00
8.23 0.00 0.00 0.00 0.00 0.00
8.27 0.00 0.00 0.00 0.00 0.00
8.30 0.00 0.00 0.00 0.00 0.00
8.33 0.00 0.00 0.00 0.00 0.00
8.37 0.00 0.00 0.00 0.00 0.00
8.40 0.00 0.00 0.00 0.00 0.00
8.43 0.00 0.00 0.00 0.00 0.00
8.47 0.00 0.00 0.00 0.00 0.00
8.50 0.00 0.00 0.00 0.00 0.00
8.53 0.00 0.00 0.00 0.00 0.00
8.57 0.00 0.00 0.00 0.00 0.00
8.60 0.00 0.00 0.00 0.00 0.00
8.63 0.00 0.00 0.00 0.00 0.00
8.67 0.00 0.00 0.00 0.00 0.00
8.70 0.00 0.00 0.00 0.00 0.00
8.73 0.00 0.00 0.00 0.00 0.00
8.77 0.00 0.00 0.00 0.00 0.00
8.80 0.00 0.00 0.00 0.00 0.00
8.83 0.00 0.00 0.00 0.00 0.00
8.87 0.00 0.00 0.00 0.00 0.00
8.90 0.00 0.00 0.00 0.00 0.00
8.93 0.00 0.00 0.00 0.00 0.00
8.97 0.00 0.00 0.00 0.00 0.00
9.00 0.00 0.00 0.00 0.00 0.00
9.03 0.00 0.00 0.00 0.00 0.00
9.07 0.00 0.00 0.00 0.00 0.00
9.10 0.00 0.00 0.00 0.00 0.00
9.13 0.00 0.00 0.00 0.00 0.00
9.17 0.00 0.00 0.00 0.00 0.00
9.20 0.00 0.00 0.00 0.00 0.00

i

11

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
9.23 0.00 0.00 0.00 0.00 0.00
9.27 0.00 0.00 0.00 0.00 0.00
9.30 0.00 0.00 0.00 0.00 0.00
9.33 0.00 0.00 0.00 0.00 0.00
9.37 0.00 0.00 0.00 0.00 0.00
9.40 0.00 0.00 0.00 0.00 0.00
9.43 0.00 0.00 0.00 0.00 0.00
9.47 0.00 0.00 0.00 0.00 0.00
9.50 0.00 0.00 0.00 0.00 0.00
9.53 0.00 0.00 0.00 0.00 0.00
9.57 0.00 0.00 0.00 0.00 0.00
9.60 0.00 0.00 0.00 0.00 0.00
9.63 0.00 0.00 0.00 0.00 0.00
9.67 0.00 0.00 0.00 0.00 0.00
9.70 0.00 0.00 0.00 0.00 0.00
9.73 0.00 0.00 0.00 0.00 0.00
9.77 0.00 0.00 0.00 0.00 0.00
9.80 0.00 0.00 0.00 0.00 0.00
9.83 0.00 0.00 0.00 0.00 0.00
9.87 0.00 0.00 0.00 0.00 0.00
9.90 0.00 0.00 0.00 0.00 0.00
9.93 0.00 0.00 0.00 0.00 0.00
9.97 0.00 0.00 0.00 0.00 0.00
10.00 0.00 0.00 0.00 0.00 0.00
10.03 0.00 0.00 0.00 0.00 0.00
10.07 0.00 0.00 0.00 0.00 0.00
10.10 0.00 0.00 0.00 0.00 0.00
10.13 0.00 0.00 0.00 0.00 0.00
10.17 0.00 0.00 0.00 0.00 0.00
10.20 0.00 0.00 0.00 0.00 0.00
10.23 0.00 0.00 0.00 0.00 0.00
10.27 0.00 0.00 0.00 0.00 0.00
10.30 0.00 0.00 0.00 0.00 0.00
10.33 0.00 0.00 0.00 0.00 0.00
10.37 0.00 0.00 0.00 0.00 0.00
10.40 0.00 0.00 0.00 0.00 0.00
10.43 0.00 0.00 0.00 0.00 0.00
10.47 0.00 0.00 0.00 0.00 0.00
10.50 0.00 0.00 0.00 0.00 0.00
10.53 0.00 0.00 0.00 0.00 0.00
10.57 0.00 0.00 0.00 0.00 0.00
10.60 0.00 0.00 0.00 0.00 0.00

r

1
HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
10.63 0.00 0.00 0.00 0.00 0.00
10.67 0.00 0.00 0.00 0.00 0.00
10.70 0.00 0.00 0.00 0.00 0.00
10.73 0.00 0.00 0.00 0.00 0.00
10.77 0.00 0.00 0.00 0.00 0.00
10.80 0.00 0.00 0.00 0.00 0.00
10.83 0.00 0.00 0.00 0.00 0.00
10.87 0.00 0.00 0.00 0.00 0.00
10.90 0.00 0.00 0.00 0.00 0.00
10.93 0.00 0.00 0.00 0.00 0.00
10.97 0.00 0.00 0.00 0.00 0.00
11.00 0.00 0.00 0.00 0.00 0.00
11.03 0.00 0.00 0.00 0.00 0.00
11.07 0.00 0.00 0.00 0.00 0.00
11.10 0.00 0.00 0.00 0.00 0.00
11.13 0.00 0.00 0.00 0.00 0.00
11.17 0.00 0.00 0.00 0.00 0.00
11.20 0.00 0.00 0.00 0.00 0.00
11.23 0.00 0.00 0.00 0.00 0.00
11.27 0.00 0.00 0.00 0.00 0.00
11.30 0.00 0.00 0.00 0.00 0.00
11.33 0.00 0.00 0.00 0.00 0.00
11.37 0.00 0.00 0.00 0.00 0.00
11.40 0.00 0.00 0.00 0.00 0.00
11.43 0.00 0.00 0.00 0.00 0.00
11.47 0.00 0.00 0.00 0.00 0.00
11.50 0.00 0.00 0.00 0.00 0.00
11.53 0.00 0.00 0.00 0.00 0.00
11.57 0.00 0.00 0.00 0.00 0.00
11.60 0.00 0.00 0.00 0.00 0.00
11.63 0.00 0.00 0.00 0.00 0.00
11.67 0.00 0.00 0.00 0.00 0.00
11.70 0.00 0.00 0.00 0.00 0.00
11.73 0.00 0.00 0.00 0.00 0.00
11.77 0.00 0.02 0.00 0.00 0.00
11.80 0.02 0.09 0.02 0.02 0.00
11.83 0.09 0.28 0.13 0.13 0.00
11.87 0.28 0.66 0.51 0.51 0.00
11.90 0.66 1.26 1.45 1.45 0.00
11.93 1.26 2.04 3.37 3.38 0.00
11.97 2.04 2.91 6.67 6.68 0.00
12.00 2.91 3.81 11.60 11.62 0.01

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

11

12.03 3.81 4.75 18.30 18.32 0.01
12.07 4.75 5.74 26.83 26.86 0.02
12.10 5.74 6.76 37.28 37.32 0.02
12.13 6.76 7.78 49.71 49.77 0.03
12.17 7.78 8.75 64.17 64.25 0.04
12.20 8.75 9.57 80.61 80.71 0.05
12.23 9.57 10.12 98.82 98.94 0.06
12.27 10.12 10.34 118.38 118.52 0.07
12.30 10.34 10.31 138.67 138.84 0.08
12.33 10.31 10.16 159.11 159.32 0.10
12.37 10.16 9.98 179.34 179.59 0.12
12.40 9.98 9.76 199.20 199.48 0.14
12.43 9.76 9.50 218.62 218.94 0.16
12.47 9.50 9.20 237.52 237.87 0.18
12.50 9.20 8.86 255.83 256.22 0.19
12.53 8.86 8.49 273.45 273.89 0.22
12.57 8.49 8.09 290.29 290.81 0.26
12.60 8.09 7.65 306.29 306.87 0.29
12.63 7.65 7.18 321.37 322.02 0.33
12.67 7.18 6.68 335.48 336.20 0.36
12.70 6.68 6.16 348.57 349.34 0.39
12.73 6.16 5.62 360.58 361.41 0.41
12.77' 5.62 5.10 371.49 372.36 0.44
12.80 5.10 4.62 381.29 382.21 0.46
12.83 4.62 4.24 390.05 391.01 0.48
12.87 4.24 3.99 397.92 398.91 0.50
12.90 3.99 3.82 405.14 406.15 0.51
12.93 3.82 3.69 411.90 412.95 0.52
12.97 3.69 3.57 418.35 419.42 0.53
13.00 3.57 3.46 424.53 425.61 0.54
13.03 3.46 3.35 430.45 431.56 0.55
13.07 3.35 3.26 436.13 437.26 0.56
13.10 3.26 3.17 441.59 442.74 0.57
13.13 3.17 3.08 446.85 448.02 0.58
13.17 3.08 3.01 451.92 453.10 0.59
13.20 3.01 2.94 456.81 458.01 0.60
13.23 2.94 2.87 461.53 462.75 0.61
13.27 2.87 2.82 466.11 467.35 0.62
13.30 2.82 2.76 470.54 471.80 0.63
13.33 2.76 2.71 474.85 476.12 0.63
13.37 2.71 2.66 479.04 480.32 0.64
13.40 2.66 2.62 483.12 484.42 0.65

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

7

13.43 2.62 2.58 487.09 488.40 0.66
13.47 2.58 2.54 490.96 492.29 0.66
13.50 2.54 2.50 494.74 496.08 0.67
13.53 2.50 2.46 498.42 499.77 0.68
13.57 2.46 2.42 502.01 503.38 0.68
13.60 2.42 2.38 505.51 506.89 0.69
13.63 2.38 2.35 508.92 510.31 0.70
13.67 2.35 2.31 512.25 513.66 0.70
13.70 2.31 2.28 515.50 516.91 0.71
13.73 2.28 2.25 518.67 520.09 0.71
13.77 2.25 2.22 521.75 523.19 0.72
13.80 2.22 2.18 524.77 526.22 0.72
13.83 2.18 2.15 527.71 529.17 0.73
13.87 2.15 2.12 530.58 532.05 0.73
13.90 2.12 2.10 533.37 534.86 0.74
13.93 2.10 2.07 536.09 537.59 0.75
13.97 2.07 2.04 538.73 540.25 0.76
14.00 2.04 2.01 541.29 542.83 0.77
14.03 2.01 1.98 543.78 545.34 0.78
14.07 1.98 1.96 546.20 547.78 0.79
14.10 1.96 1.93 548.55 550.15 0.80
14.13 1.93 1.91 550.84 552.44 0.80
14.17 1.91 1.88 553.05 554.67 0.81
14.20 1.88 1.86 555.20 556.84 0.82
14.23 1.86 1.84 557.29 558.94 0.83
14.27 1.84 1.81 559.32 560.98 0.83
14.30 1.81 1.79 561.29 562.97 0.84
14.33 1.79 1.78 563.20 564.89 0.85
14.37 1.78 1.76 565.06 566.77 0.85
14.40 1.76 1.74 566.88 568.60 0.86
14.43 1.74 1.73 568.64 570.38 0.87
14.47 1.73 1.71 570.37 572.11 0.87
14.50 1.71 1.70 572.05 573.81 0.88
14.53 1.70 1.69 573.69 575.46 0.88
14.57 1.69 1.67 575.30 577.08 0.89
14.60 1.67 1.66 576.87 578.66 0.90
14.63 1.66 1.65 578.40 580.20 0.90
14.67 1.65 1.64 579.90 581.72 0.91
14.70 1.64 1.63 581.38 583.20 0.91
14.73 1.63 1.62 582.82 584.65 0.92
14.77 1.62 1.61 584.23 586.08 0.92
14.80 1.61 1.61 585.62 587.47 0.93
0

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW ( i ) INFLOW ( j ) 2 S/dt -O ( i ) 2S/dt+O ( j ) OUTFLOW
hrs cfs cfs cfs cfs cfs

14.83 1.61 1.60 586.98 588.84 0.93
14.87 1.60 1.59 588.32 590.19 0.94
14.90 1.59 1.58 589.62 591.50 0.94
14.93 1.58 1.57 590.91 592.79 0.94
14.97 1.57 1.57 592.16 594.06 0.95
15.00 1.57 1.56 593.40 595.30 0.95
15.03 1.56 1.55 594.61 596.52 0.96
15.07 1.55 1.54 595.79 597.71 0.96
15.10 1.54 1.53 596.95 598.88 0.97
15.13 1.53 1.52 598.08 600.02 0.97
15.17 1.52 1.51 599.19 601.14 0.97
15.20 1.51 1.51 600.27 602.23 0.98
15.23 1.51 1.50 601.33 603.29 0.98
15.27 1.50 1.49 602.37 604.34 0.98
15.30 1.49 1.48 603.38 605.35 0.99
15.33 1.48 1.47 604.36 606.35 0.99
15.37 1.47 1.46 605.33 607.31 0.99
15.40 1.46 1.45 606.26 608.26 1.00
15.43 1.45 1.44 607.17 609.18 1.00
15.47 1.44 1.43 608.06 610.07 1.00
15.50 1.43 1.43 608.93 610.94 1.01
15.53 1.43 1.42 609.77 611.79 1.01
15.57 1.42 1.41 610.58 612.61 1.01
15.60 1.41 1.40 611.38 613.41 1.02
15.63 1.40 1.39 612.14 614.18 1.02
15.67 1.39 1.38 612.89 614.93 1.02
15.70 1.38 1.37 613.61 615.65 1.02
15.73 1.37 1.36 614.30 616.36 1.03
15.77 1.36 1.35 614.98 617.03 1.03
15.80 1.35 1.34 615.63 617.69 1.03
15.83 1.34 1.33 616.25 618.32 1.03
15.87 1.33 1.32 616.85 618.92 1.03
15.90 1.32 1.31 617.43 619.51 1.04
15.93 1.31 1.30 617.99 620.06 1.04
15.97 1.30 1.29 618.52 620.60 1.04
16.00 1.29 1.28 619.03 621.11 1.04
16.03 1.28 1.27 619.51 621.60 1.04
16.07 1.27 1.26 619.97 622.07 1.05
16.10 1.26 1.25 620.41 622.51 1.05
16.13 1.25 1.24 620.83 622.93 1.05
16.17 1.24 1.23 621.23 623.33 1.05
16.20 1.23 1.22 621.60 623.70 1.05

HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

7

n
I1

L
C

16.23 1.22 1.22 621.95 624.06 1.05
16.27 1.22 1.21 622.28 624.39 1.05
16.30 1.21 1.20 622.60 624.71 1.06
16.33 1.20 1.19 622.89 625.01 1.06
16.37 1.19 1.19 623.17 625.29 1.06
16.40 1.19 1.18 623.43 625.55 1.06
16.43 1.18 1.17 623.68 625.80 1.06
16.47 1.17 1.17 623.91 626.03 1.06
16.50 1.17 1.16 624.13 626.25 1.06
16.53 1.16 1.16 624.34 626.46 1.06
16.57 1.16 1.15 624.53 626.65 1.06
16.60 1.15 1.15 624.71 626.84 1.06
16.63 1.15 1.14 624.89 627.01 1.06
16.67 1.14 1.14 625.05 627.18 1.06
16.70 1.14 1.14 625.20 627.33 1.06
16.73 1.14 1.13 625.35 627.48 1.06
16.77 1.13 1.13 625.49 627.62 1.07
16.80 1.13 1.13 625.62 627.75 1.07
16.83 1.13 1.12 625.74 627.87 1.07
16.87 1.12 1.12 625.85 627.98 1.07
16.90 1.12 1.12 625.96 628.09 1.07
16.93 1.12 1.11 626.06 628.19 1.07
16.97 1.11 1.11 626.15 628.29 1.07
17.00 1.11 1.11 626.24 628.37 1.07
17.03 1.11 1.10 626.32 628.45 1.07
17.07 1.10 1.10 626.39 628.53 1.07
17.10 1.10 1.10 626.46 628.59 1.07
17.13 1.10 1.09 626.52 628.65 1.07
17.17 1.09 1.09 626.57 628.71 1.07
17.20 1.09 1.09 626.61 628.75 1.07
17.23 1.09 1.08 626.65 628.79 1.07
17.27 1.08 1.08 626.68 628.82 1.07
17.30 1.08 1.08 626.71 628.85 1.07
17.33 1.08 1.07 626.73 628.87 1.07
17.37 1.07 1.07 626.74 628.88 1.07
17.40 1.07 1.07 626.75 628.88 1.07
17.43 1.07 1.06 626.74 628.88 1.07
17.47 1.06 1.06 626.74 628.88 1.07
17.50 1.06 1.06 626.72 628.86 1.07
17.53 1.06 1.05 626.70 628.84 1.07
17.57 1.05 1.05 626.67 628.81 1.07
17.60 1.05 1.05 626.64 628.78 1.07

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+0 (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

t

17.63 1.05 1.04 626.60 628.74 1.07
17.67 1.04 1.04 626.55 628.69 1.07
17.70 1.04 1.04 626.50 628.63 1.07
17.73 1.04 1.03 626.44 628.57 1.07
17.77 1.03 1.03 626.37 628.51 1.07
17.80 1.03 1.03 626.30 628.43 1.07
17.83 1.03 1.02 626.22 628.35 1.07
17.87 1.02 1.02 626.13 628.27 1.07
17.90 1.02 1.02 626.04 628.17 1.07
17.93 1.02 1.01 625.94 628.08 1.07
17.97 1.01 1.01 625.84 627.97 1.07
18.00 1.01 1.01 625.73 627.86 1.07
18.03 1.01 1.00 625.61 627.74 1.07
18.07 1.00 1.00 625.49 627.62 1.07
18.10 1.00 0.99 625.36 627.49 1.06
18.13 0.99 0.99 625.22 627.35 1.06
18.17 0.99 0.99 625.08 627.21 1.06
18.20 0.99 0.98 624.93 627.06 1.06
18.23 0.98 0.98 624.78 626.90 1.06
18.27 0.98 0.98 624.61 626.74 1.06
18.30 0.98 0.97 624.45 626.57 1.06
18.33 0.97 0.97 624.28 626.40 1.06
18.37 0.97 0.97 624.10 626.22 1.06
18.40 0.97 0.96 623.91 626.03 1.06
18.43 0.96 0.96 623.72 625.84 1.06
18.47 0.96 0.95 623.52 625.64 1.06
18.50 0.95 0.95 623.32 625.44 1.06
18.53 0.95 0.95 623.11 625.22 1.06
18.57 0.95 0.94 622.90 625.01 1.06
18.60 0.94 0.94 622.68 624.79 1.06
18.63 0.94 0.94 622.45 624.56 1.05
18.67 0.94 0.93 622.22 624.32 1.05
18.70 0.93 0.93 621.98 624.08 1.05
18.73 0.93 0.92 621.73 623.84 1.05
18.77 0.92 0.92 621.48 623.58 1.05
18.80 0.92 0.92 621.23 623.33 1.05
18.83 0.92 0.91 620.96 623.06 1.05
18.87 0.91 0.91 620.70 622.79 1.05
18.90 0.91 0.90 620.42 622.52 1.05
18.93 0.90 0.90 620.14 622.24 1.05
18.97 0.90 0.90 619.86 621.95 1.05
19.00 0.90 0.89 619.57 621.66 1.04

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+0 (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

0

19.03 0.89 0.89 619.27 621.36 1.04
19.07 0.89 0.89 618.97 621.06 1.04
19.10 0.89 0.88 618.66 620.75 1.04
19.13 0.88 0.88 618.35 620.43 1.04
19.17 0.88 0.87 618.03 620.11 1.04
19.20 0.87 0.87 617.71 619.78 1.04
19.23 0.87 0.87 617.38 619.45 1.04
19.27 0.87 0.86 617.04 619.11 1.04
19.30 0.86 0.86 616.70 618.77 1.03
19.33 0.86 0.85 616.35 618.42 1.03
19.37 0.85 0.85 616.00 618.07 1.03
19.40 0.85 0.85 615.65 617.71 1.03
19.43 0.85 0.84 615.28 617.34 1.03
19.47 0.84 0.84 614.91 616.97 1.03
19.50 0.84 0.83 614.54 616.59 1.03
19.53 0.83 0.83 614.16 616.21 1.03
19.57 0.83 0.83 613.78 615.83 1.02
19.60 0.83 0.82 613.39 615.43 1.02
19.63 0.82 0.82 612.99 615.03 1.02
19.67 0.82 0.81 612.59 614.63 1.02
19.70 0.81 0.81 612.19 614.22 1.02
19.73 0.81 0.81 611.77 613.81 1.02
19.77 0.81 0.80 611.36 613.39 1.02
19.80 0.80 0.80 610.94 612.97 1.01
19.83 0.80 0.79 610.51 612.54 1.01
19.87 0.79 0.79 610.08 612.10 1.01
19.90 0.79 0.78 609.64 611.66 1.01
19.93 0.78 0.78 609.20 611.22 1.01
19.97 0.78 0.78 608.75 610.76 1.01
20.00 0.78 0.77 608.30 610.31 1.01
20.03 0.77 0.77 607.84 609.85 1.00
20.07 0.77 0.76 607.38 609.38 1.00
20.10 0.76 0.76 606.91 608.91 1.00
20.13 0.76 0.76 606.44 608.44 1.00
20.17 0.76 0.75 605.96 607.96 1.00
20.20 0.75 0.75 605.48 607.47 1.00
20.23 0.75 0.75 605.00 606.98 0.99
20.27 0.75 0.74 604.51 606.49 0.99
20.30 0.74 0.74 604.01 606.00 0.99
20.33 0.74 0.74 603.52 605.50 0.99
20.37 0.74 0.73 603.02 605.00 0.99
20.40 0.73 0.73 602.52 604.49 0.98

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

20.43 0.73 0.73 602.02 603.99 0.98
20.47 0.73 0.73 601.52 603.48 0.98
20.50 0.73 0.73 601.02 602.98 0.98
20.53 0.73 0.72 600.52 602.47 0.98
20.57 0.72 0.72 600.01 601.97 0.98
20.60 0.72 0.72 599.51 601.46 0.97
20.63 0.72 0.72 599.01 600.96 0.97
20.67 0.72 0.72 598.51 600.45 0.97
20.70 0.72 0.72 598.01 599.95 0.97
20.73 0.72 0.72 597.52 599.45 0.97
20.77 0.72 0.72 597.02 598.95 0.97
20.80 0.72 0.72 596.53 598.46 0.96
20.83 0.72 0.72 596.04 597.96 0.96
20.87 0.72 0.72 595.55 597.47 0.96
20.90 0.72 0.71 595.06 596.98 0.96
20.93 0.71 0.71 594.58 596.49 0.96
20.97 0.71 0.71 594.09 596.01 0.96
21.00 0.71 0.71 593.61 595.52 0.95
21.03 0.71 0.71 593.14 595.04 0.95
21.07 0.71 0.71 592.66 594.56 0.95
21.10 0.71 0.71 592.19 594.08 0.95
21.13 0.71 0.71 591.72 593.61 0.95
21.17 0.71 0.71 591.25 593.14 0.95
21.20 0.71 0.71 590.78 592.67 0.94
21.23 0.71 0.71 590.31 592.20 0.94
21.27 0.71 0.71 589.85 591.73 0.94
21.30 0.71 0.71 589.39 591.27 0.94
21.33 0.71 0.71 588.93 590.81 0.94
21.37 0.71 0.71 588.47 590.34 0.94
21.40 0.71 0.71 588.02 589.89 0.93
21.43 0.71 0.71 587.57 589.43 0.93
21.47 0.71 0.70 587.11 588.98 0.93
21.50 0.70 0.70 586.67 588.52 0.93
21.53 0.70 0.70 586.22 588.07 0.93
21.57 0.70 0.70 585.77 587.63 0.93
21.60 0.70 0.70 585.33 587.18 0.92
21.63 0.70 0.70 584.89 586.73 0.92
21.67 0.70 0.70 584.45 586.29 0.92
21.70 0.70 0.70 584.01 585.85 0.92
21.73 0.70 0.70 583.57 585.41 0.92
21.77 0.70 0.70 583.14 584.97 0.92
21.80 0.70 0.70 582.71 584.54 0.92

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

21.83 0.70 0.70 582.28 584.11 0.91
21.87 0.70 0.70 581.85 583.67 0.91
21.90 0.70 0.70 581.42 583.24 0.91
21.93 0.70 0.70 581.00 582.82 0.91
21.97 0.70 0.70 580.57 582.39 0.91
22.00 0.70 0.69 580.15 581.97 0.91
22.03 0.69 0.69 579.73 581.54 0.91
22.07 0.69 0.69 579.31 581.12 0.90
22.10 0.69 0.69 578.90 580.70 0.90
22.13 0.69 0.69 578.48 580.28 0.90
22.17 0.69 0.69 578.07 579.87 0.90
22.20 0.69 0.69 577.66 579.45 0.90
22.23 0.69 0.69 577.25 579.04 0.90
22.27 0.69 0.69 576.84 578.63 0.90
22.30 0.69 0.69 576.43 578.22 0.89
22.33 0.69 0.69 576.03 577.81 0.89
22.37 0.69 0.69 575.62 577.40 0.89
22.40 0.69 0.69 575.22 577.00 0.89
22.43 0.69 0.69 574.82 576.59 0.89
22.47 0.69 0.69 574.42 576.19 0.89
22.50 0.69 0.69 574.02 575.79 0.89
22.53 0.69 0.68 573.62 575.39 0.88
22.57 0.68 0.68 573.23 574.99 0.88
22.60 0.68 0.68 572.84 574.60 0.88
22.63 0.68 0.68 572.44 574.20 0.88
22.67 0.68 0.68 572.05 573.81 0.88
22.70 0.68 0.68 571.66 573.42 0.88
22.73 0.68 0.68 571.28 573.03 0.88
22.77 0.68 0.68 570.89 572.64 0.87
22.80 0.68 0.68 570.51 572.25 0.87
22.83 0.68 0.68 570.12 571.87 0.87
22.87 0.68 0.68 569.74 571.48 0.87
22.90 0.68 0.68 569.36 571.10 0.87
22.93 0.68 0.68 568.98 570.72 0.87
22.97 0.68 0.68 568.60 570.33 0.87
23.00 0.68 0.68 568.23 569.95 0.86
23.03 0.68 0.67 567.85 569.58 0.86
23.07 0.67 0.67 567.48 569.20 0.86
23.10 0.67 0.67 567.10 568.82 0.86
23.13 0.67 0.67 566.73 568.45 0.86
23.17 0.67 0.67 566.36 568.08 0.86
23.20 0.67 0.67 565.99 567.71 0.86

' HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j)
' hrs cfs cfs
23.23 0.67 0.67
' 23.27 0.67 0.67
23.30 0.67 0.67
23.33 0.67 0.67
23.37 0.67 0.67
' 23.40 0.67 0.67
23.43 0.67 0.67
' 23.47
23.50 0.67
0.67 0.67
0.67
23.53 0.67 0.66
23.57 0.66 0.66
23.60 0.66 0.66
23.63 0.66 0.66
23.67 0.66 0.66
23.70 0.66 0.66
23.73 0.66 0.66
23.77 0.66 0.66
' 23.80
23.83 0.66
0.66 0.66
0.66
23.87 0.66 0.66
23.90 0.66 0.66
' 23.93 0.66 0.66
23.97 0.66 0.00
24.00 0.00 0.00
' Maximum outflow (cfs) = 1.07
Maximum storage (cu ft) = 37669
Maximum elevation (ft) = 83
47
' .

2S/dt-0 (i)
cfs
565.62
565.26
564.89
564.53
564.16
563.80
563.44
563.08
562.72
562.36
562.01
561.65
561.30
560.95
560.59
560.24
559.89
559.54
559.20
558.85
558.50
558.16
557.82
556.82
2S/dt+O (j) OUTFLOW
cfs cfs
567.33 0.86
566.97 0.85
566.60 0.85
566.23 0.85
565.86 0.85
565.50 0.85
565.14 0.85
564.77 0.85
564.41 0.85
564.05 0.84
563.69 0.84
563.34 0.84
562.98 0.84
562.63 0.84
562.27 0.84
561.92 0.84
561.57 0.84
561.21 0.83
560.86 0.83
560.51 0.83
560.17 0.83
559.82 0.83
559.47 0.83
558.47 0.83

City of Rocky Mount LCID Landfill Extended Detention Wetland 1
' Stormwater Management
100 YEAR - 30 MINUTE STORM: INFLOW HYDROGRAPH

Up = 27.1 S.C.S. RUNOFF 188 Yr
. . . .
. . . .
. . . .
. . . .
. . . .
. . . .
HGU = 188 min 7 VGU = 5.8 cfs
VOL = (cult/acft) = 178968 / 4.189

11

11
1 1
0
11

i

HYDROLOGIC REPORT
100 YR STORM INFLOW...
WETLAND 1 .............
......................
Hyd. No. 7
Hydrograph type
Storm frequency
Basin area
Ave basin slope
Basin lag
Total precip.
S.C.S. RUNOFF
100 yr
65 ac
1
29.4 min
3.10 in
Peak discharge
Time interval
Basin curve No.
Hydraulic len
Time of concen
Distribution
27.13 cfs
2 min
70
1200 ft
49.16 min
S.C.S. II
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
11.77 0.52 11.80 0.84 11.83 1.31 11.87 2.03
11.90 3.06 11.93 4.42 11.97 6.02 12.00 7.73
12.03 9.49 12.07 11.30 12.10 13.15 12.13 15.02
12.17 16.91 12.20 18.78 12.23 20.61 12.27 22.3'
12.30 24.00 12.33 25.40 12.37 26.46 12.40 27.05
12.43 27.13 12.47 26.87 12.50 26.45 12.53 25.96
12.57 25.42 12.60 24.83 12.63 24.18 12.67 23.49
12.70 22.74 12.73 21.96 12.77 21.12 12.80 20.25
12.83 19.34 12.87 18.40 12.90 17.43 12.93 16.43
12.97 15.41 13.00 14.39 13.03 13.36 13.07 12.34
13.10 11.34 13.13 10.39 13.17 9.52 13.20 8.76
13.23 8.18 13.27 7.78 13.30 7.50 13.33 7.27
13.37 7.06 13.40 6.86 13.43 6.67 13.47 6.50
13.50 6.34 13.53 6.19 13.57 6.05 13.60 5.92
13.63 5.80 13.67 5.69 13.70 5.58 13.73 5.48
13.77 5.39 13.80 5.30 13.83 5.21 13.87 5.12
13.90 5.04 13.93 4.96 13.97 4.88 14.00 4.80
14.03 4.73 14.07 4.66 14.10 4.59 14.13 4.52
14.17 4.45 14.20 4.39 14.23 4.33 14.27 4.27
14.30 4.21 14.33 4.15 14.37 4.10 14.40 4.05
14.43 4.00 14.47 3.95 14.50. 3.90 14.53 3.86
14.57 3.82 14.60 3.78 14.63 3.74 14.67 3.71
14.70 3.67 14.73 3.64 14.77 3.61 14.80 3.58
14.83 3.55 14.87 3.52 14.90 3.50 14.93 3.47
14.97 3.45 15.00 3.43 15.03 3.40 15.07 3.38
15.10 3.36 15.13 3.34 15.17 3.32 15.20 3.30
15.23 3.28 15.27 3.26 15.30 3.24 15.33 3.22
15.37 3.20 15.40 3.18 15.43 3.16 15.47 3.14
15.50 3.12 15.53 3.10 15.57 3.08 15.60 3.06

I

u

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME- -OUTFLOW TIME--OUTFLOW TIME-- OUTFLOW TIME- -OUTFLOW
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
15.63 3.03 15.67 3.01 15.70 2.99 15.73 2.97
15.77 2.95 15.80 2.93 15.83 2.91 15.87 2.89
15.90 2.87 15.93 2.84 15.97 2.82 16.00 2.80
16.03 2.78 16.07 2.76 16.10 2.74 16.13 2.72
16.17 2.69 16.20 2.67 16.23 2.65 16.27 2.63
16.30 2.61 16.33 2.59 16.37 2.57 16.40 2.56
16.43 2.54 16.47 2.52 16.50 2.50 16.53 2.49
16.57 2.47 16.60 2.46 16.63 2.44 16.67 2.43
16.70 2.42 16.73 2.41 16.77 2.39 16.80 2.38
16.83 2.37 16.87 2.36 16.90 2.35 16.93 2.34
16.97 2.33 17.00 2.33 17.03 2.32 17.07 2.31
17.10 2.30 17.13 2.29 17.17 2.29 17.20 2.28
17.23 2.27 17.27 2.26 17.30 2.26 17.33 2.25
17.37 2.24 17.40 2.23 17.43 2.23 17.47 2.22
17.50 2.21 17.53 2.20 17.57 2.20 17.60 2.19
17.63 2.18 17.67 2.17 17.70 2.17 17.73 2.16
17.77 2.15 17.80 2.14 17.83 2.14 17.87 2.13
17.90 2.12 17.93 2.11 17.97 2.10 18.00 2.10
18.03 2.09 18.07 2.08 18.10 2.07 18.13 2.07
18.17 2.06 18.20 2.05 18.23 2.04 18.27 2.03
18.30 2.03 18.33 2.02 18.37 2.01 18.40 2.00
18.43 1.99 18.47 1.99 18.50 1.98 18.53 1.97
18.57 1.96 18.60 1.95 18.63 1.95 18.67 1.94
18.70 1.93 18.73 1.92 18.77 1.91 18.80 1.91
18.83 1.90 18.87 1.89 18.90 1.88 18.93 1.87
18.97 1.86 19.00 1.86 19.03 1.85 19.07 1.84
19.10 1.83 19.13 1.82 19.17 1.82 19.20 1.81
19.23 1.80 19.27 1.79 19.30 1.78 19.33 1.77
19.37 1.77 19.40 1.76 19.43 1.75 19.47 1.74
19.50 1.73 19.53 1.72 19.57 1.71 19.60 1.71
19.63 1.70 19.67 1.69 19.70 1.68 19.73 1.67
19.77 1.66 19.80 1.66 19.83 1.65 19.87 1.64
19.90 1.63 19.93 1.62 19.97 1.61 20.00 1.60
20.03 1.60 20.07 1.59 20.10 1.58 20.13 1.57
20.17 1.56 20.20 1.55 20.23 1.55 20.27 1.54
20.30 1.53 20.33 1.52 20.37 1.52 20.40 1.51
20.43 1.50 20.47 1.50 20.50 1.49 20.53 1.48
20.57 1.48 20.60 1.47 20.63 1.47 20.67 1.46
20.70 1.46 20.73 1.46 20.77 1.45 20.80 1.45
20.83 1.45 20.87 1.44 20.90 1.44 20.93 1.44
20.97 1.44 21.00 1.43 21.03 1.43 21.07 1.43
21.10 1.43 21.13 1.43 21.17 1.43 21.20 1.42
21.23 1.42 21.27 1.42 21.30 1.42 21.33 1.42
21.37 1.42 21.40 1.42 21.43 1.41 21.47 1.41
21.50 1.41 21.53 1.41 21.57 1.41 21.60 1.41
21.63 1.41 21.67 1.40 21.70 1.40 21.73 1.40

n
F

0

C

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME--OUTFLOW
(hrs cfs)
21.77 1.40
21.90 1.39
22.03 1.39
22.17 1.38
22.30 1.38
22.43 1.37
22.57 1.37
22.70 1.36
22.83 1.35
22.97 1.35
23.10 1.34
23.23 1.34
23.37 1.33
23.50 1.32
23.63 1.32
23.77 1.31
23.90 1.30
TIME--OUTFLOW
(hrs cfs)
21.80 1.40
21.93 1.39
22.07 1.39
22.20. 1.38
22.33 1.38
22.47 1.37
22.60 1.36
22.73 1.36
22.87 1.35
23.00 1.35
23.13 1.34
23.27 1.33
23.40 1.33
23.53 1.32
23.67 1.32
23.80 1.31
23.93 1.30
TIME--OUTFLOW
(hrs cfs)
21.83 1.40
21.97 1.39
22.10 1.39
22.23 1.38
22.37 1.37
22.50 1.37
22.63 1.36
22.77 1.36
22.90 1.35
23.03 1.34
23.17 1.34
23.30 1.33
23.43 1.33
23.57 1.32
23.70 1.31
23.83 1.31
23.97 1.30
TIME--OUTFLOW
(hrs cfs)
21.87 1.40
22.00 1.39
22.13 1.38
22.27 1.38
22.40 1.37
22.53 1.37
22.67 1.36
22.80 1.35
22.93 1.35
23.07 1.34
23.20 1.34
23.33 1.33
23.47 1.32
23.60 1.32
23.73 1.31
23.87 1.31
24.00 0.00

I HYDROLOGIC REPORT
0
t 100 YR STORM ROUTED...
WETLAND 1 .............
' Hyd..No..B............
' Hydrograph type = RESERVOIR ROUTE Peak discharge = 3.86 cfs
Storm frequency = 100 yr Time interval = 2 min
' Inflow hyd. no. = 7 Reservoir no. = 1

' HYDROGRAPH DISCHARGE TABLE
TIME INFLOW (i)
hrs cfs INFLOW (j)
cfs 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
cfs cfs cfs
11.83 1.31 2.03 5.37 5.38 0.00
' 11.87 2.03 3.06 8.70 8.71 0.01
11.90 3.06 4.42 13.77 13.79 0.01
11.93 4.42 6.02 21.22 21.25 0.01
11.97 6.02 7.73 31.62 31.65 0.02
' 12.00 7.73 9.49 45.31 45.36 0.03
12.03 9.49 11.30 62.46 62.53 0.04
' 12.07
12.10 11.30
13.15 13.15
15
02 83.16
107
49 83.26
107
61 0.05
. . . 0.06
12.13 15.02 16.91 135.50 135.66 0.08
12.17 16.91 18.78 167.21 167.43 0.11
' 12.20 18.78 20.61 202.60 202.89 0.14
12.23 20.61 22.37 241.63 241.99 0.18
12.27 22.37 24.00 284.13 284.62 0.24
12.30 24.00 25.40 329.81 330.50 0.34
' 12.33 25.40 26.46 378.31 379.21 0.45
12.37 26.46 27.05 429.06 430.17 0.55
12.40 27.05 27.13 481.28 482.57 0.65
12.43 27.13 26.87 533.97 535.46 0.75
12.47 26.87 26.45 586.11 587.97 0.93
12.50 26.45 25.96 637.22 639.43 1.11
' 12.53 25.96 25.42 687.12 689.63 1.25
12.57 25.42 24.83 735.77 738.50 1.37
12.60 24.83 24.18 783.06 786.02 1.48
' 12.63 24.18 23.49 828.90 832.07 1.59
l

HYDROGRAPH DISCHARGE TABLE Cont'd

t

TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
12.67 23.49 22.74 873.19 876.57 1.69
12.70 22.74 21.96 915.84 919.42 1.79
12.73 21.96 21.12 956.71 960.54 1.91
12.77 21.12 20.25 995.70 999.79 2.04
12.80 20.25 19.34 1032.75 1037.08 2.17
12.83 19.34 18.40 1067.80 1072.35 2.27
12.87 18.40 17.43 1100.87 1105.54 2.33
12.90 17.43 16.43 1131.92 1136.70 2.39
12.93 16.43 15.41 1160.89 1165.78 2.44
12.97 15.41 14.39 1187.74 1192.73 2.49
13.00 14.39 13.36 1212.46 1217.54 2.54
13.03 13.36 12.34 1235.03 1240.21 2.59
13.07 12.34 11.34 1255.47 1260.73 2.63
13.10 11.34 10.39 1273.83 1279.16 2.67
13.13 10.39 9.52 1290.16 1295.56 2.70
13.17 9.52 8.76 1304.61 1310.07 2.73
13.20 8.76 8.18 1317.39 1322.89 2.75
13.23 8.18 7.78 1328.76 1334.33 2.78
13.27 7.78 7.50 1338.99 1344.72 2.86
13.30 7.50 7.27 1348.39 1354.27 2.94
13.33 7.27 7.06 1357.14 1363.16 3.01
13.37 7.06 6.86 1365.32 1371.47 3.07
13.40 6.86 6.67 1372.97 1379.24 3.13
13.43 6.67 6.50 1380.12 1386.50 3.19
13.47 6.50 6.34 1386.80 1393.29 3.24
13.50 6.34 6.19 1393.06 1399.64 3.29
13.53 6.19 6.05 1398.90 1405.58 3.34
13.57 6.05 5.92 1404.38 1411.14 3.38
13.60 5.92 5.80 1409.50 1416.35 3.42
13.63 5.80 5.69 1414.29 1421.22 3.46
13.67 5.69 5.58 1418.79 1425.78 3.50
13.70 5.58 5.48 1422.99 1430.06 3.53
13.73 5.48 5.39 1426.94 1434.06 3.56
13.77 5.39 5.30 1430.62 1437.81 3.59
13.80 5.30 5.21 1434.07 1441.31 3.62
13.83 5.21 5.12 1437.29 1444.58 3.65
13.87 5.12 5.04 1440.28 1447.62 3.67
13.90 5.04 4.96 1443.07 1450.45 3.69
13.93 4.96 4.88 1445.64 1453.07 3.71
13.97 4.88 4.80 1448.02 1455.48 3.73
14.00 4.80 4.73 1450.21 1457.71 3.75
14.03 4.73 4.66 1452.22 1459.75 3.76

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW ( i ) INFLOW ( j ) 2 S/dt -O ( i ) 2S/dt+0 ( j ) OUTFLOW
hrs cfs cfs cfs cfs cfs
I

14.07 4.66 4.59 1454.05 1461.61 3.78
14.10 4.59 4.52 1455.71 1463.29 3.79
14.13 4.52 4.45 1457.21 1464.82 3.80
14.17 4.45 4.39 1458.55 1466.18 3.81
14.20 4.39 4.33 1459.75 1467.40 3.82
14.23 4.33 4.27 1460.80 1468.46 3.83
14.27 4.27 4.21 1461.71 1469.39 3.84
14.30 4.21 4.15 1462.50 1470.19 3.85
14.33 4.15 4.10 1463.16 1470.86 3.85
14.37 4.10 4.05 1463.70 1471.41 3.86
14.40 4.05 4.00 1464.12 1471.84 3.86
14.43 4.00 3.95 1464.44 1472.17 3.86
14.47 3.95 3.90 1464.66 1472.39 3.86
14.50 3.90 3.86 1464.78 1472.51 3.86
14.53 3.86 3.82 1464.81 1472.54 3.86
14.57 3.82 3.78 1464.76 1472.49 3.86
14.60 3.78 3.74 1464.63 1472.35 3.86
14.63 3.74 3.71 1464.42 1472.15 3.86
14.67 3.71 3.67 1464.15 1471.87 3.86
14.70 3.67 3.64 1463.82 1471.53 3.86
14.73 3.64 3.61 1463.42 1471.13 3.85
14.77 3.61 3.58 1462.97 1470.67 3.85
14.80 3.58 3.55 1462.47 1470.16 3.85
14.83 3.55 3.52 1461.92 1469.60 3.84
14.87 3.52 3.50 1461.32 1468.99 3.84
14.90 3.50 3.47 1460.68 1468.34 3.83
14.93 3.47 3.45 1460.00 1467.65 3.83
14.97 3.45 3.43 1459.29 1466.93 3.82
15.00 3.43 3.40 1458.53 1466.16 3.81
15.03 3.40 3.38 1457.75 1465.36 3.81
15.07 3.38 3.36 1456.93 1464.53 3.80
15.10 3.36 3.34 1456.08 1463.67 3.79
15.13 3.34 3.32 1455.21 1462.78 3.79
15.17 3.32 3.30 1454.30 1461.86 3.78
15.20 3.30 3.28 1453.37 1460.92 3.77
15.23 3.28 3.26 1452.42 1459.95 3.77
15.27 3.26 3.24 1451.44 1458.95 3.76
15.30 3.24 3.22 1450.43 1457.93 3.75
15.33 3.22 3.20 1449.41 1456.89 3.74
15.37 3.20 3.18 1448.36 1455.82 3.73
15.40 3.18 3.16 1447.28 1454.73 3.73
15.43 3.16 3.14 1446.18 1453.62 3.72

I HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

Fli

CIS

15.47 3.14 3.12 1445.07 1452.48 3.71
15.50 3.12 3.10 1443.92 1451.32 3.70
15.53 3.10 3.08 1442.76 1450.14 3.69
15.57 3.08 3.06 1441.57 1448.93 3.68
15.60 3.06 3.03 1440.36 1447.70 3.67
15.63 3.03 3.01 1439.13 1446.45 3.66
15.67 3.01 2.99 1437.88 1445.18 3.65
15.70 2.99 2.97 1436.60 1443.88 3.64
15.73 2.97 2.95 1435.31 1442.57 3.63
15.77 2.95 2.93 1433.99 1441.23 3.62
15.80 2.93 2.91 1432.65 1439.87 3.61
15.83 2.91 2.89 1431.30 1438.49 3.60
15.87 2.89 2.87 1429.92 1437.09 3.59
15.90 2.87 2.84 1428.52 1435.67 3.58
15.93 2.84 2.82 1427.10 1434.23 3.56
15.97 2.82 2.80 1425.66 1432.77 3.55
16.00 2.80 2.78 1424.20 1431.28 3.54
16.03 2.78 2.76 1422.72 1429.78 3.53
16.07 2.76 2.74 1421.23 1428.26 3.52
16.10 2.74 2.72 1419.71 1426.72 3.51
16.13 2.72 2.69 1418.17 1425.16 3.49
16.17 2.69 2.67 1416.62 1423.58 3.48
16.20 2.67 2.65 1415.05 1421.99 3.47
16.23 2.65 2.63 1413.46 1420.38 3.46
16.27 2.63 2.61 1411.86 1418.75 3.44
16.30 2.61 2.59 1410.24 1417.10 3.43
16.33 2.59 2.57 1408.61 1415.45 3.42
16.37 2.57 2.56 1406.97 1413.78 3.40
16.40 2.56 2.54 1405.31 1412.10 3.39
16.43 2.54 2.52 1403.65 1410.41 3.38
16.47 2.52 2.50 1401.98 1408.71 3.37
16.50 2.50 2.49 1400.30 1407.00 3.35
16.53 2.49 2.47 1398.61 1405.29 3.34
16.57 2.47 2.46 1396.92 1403.57 3.32
16.60 2.46 2.44 1395.23 1401.85 3.31
16.63 2.44 2.43 1393.53 1400.13 3.30
16.67 2.43 2.42 1391.84 1398.41 3.28
16.70 2.42 2.41 1390.15 1396.69 3.27
16.73 2.41 2.39 1388.46 1394.97 3.26
16.77 2.39 2.38 1386.77 1393.26 3.24
16.80 2.38 2.37 1385.09 1391.55 3.23
16.83 2.37 2.36 1383.41 1389.84 3.22

1 HYDROGRAPH DISCHARGE TABLE Cont'd

r

t
I

l
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs . cfs cfs
16.87 2.36 2.35 1381.74 1388.14 3.20
16.90 2.35 2.34 1380.07 1386.45 3.19
16.93 2.34 2.33 1378.41 1384.77 3.18
16.97 2.33 2.33 1376.76 1383.09 3.16
17.00 2.33 2.32 1375.12 1381.42 3.15
17.03 2.32 2.31 1373.48 1379.76 3.14
17.07 2.31 2.30 1371.86 1378.11 3.13
17.10 2.30 2.29 1370.24 1376.47 3.11
17.13 2.29 2.29 1368.64 1374.84 3.10
17.17 2.29 2.28 1.367.04 1373.21 3.09
17.20 2.28 2.27 1365.45 1371.60 3.08
17.23 2.27 2.26 1363.88 1370.00 3.06
17.27 2.26 2.26 1362.31 1368.41 3.05
17.30 2.26 2.25 1360.75 1366.83 3.04
17.33 2.25 2.24 1359.21 1365.26 3.03
17.37 2.24 2.23 1357.67 1363.70 3.01
17.40 2.23 2.23 1356.14 1362.14 3.00
17.43 2.23 2.22 1354.62 1360.60 2.99
17.47 2.22 2.21 1353.11 1359.07 2.98
17.50 2.21 2.20 1351.61 1357.54 2.97
17.53 2.20 2.20 1350.12 1356.03 2.95
17.57 2.20 2.19 1348.64 1354.52 2.94
17.60 2.19 2.18 1347.16 1353.02 2.93
17.63 2.18 2.17 1345.70 1351.53 2.92
17.67 2.17 2.17 1344.24 1350.05 2.91
17.70 2.17 2.16 1342.79 1348.58 2.89
17.73 2.16 2.15 1341.34 1347.11 2.88
17.77 2.15 2.14 1339.91 1345.65 2.87
17.80 2.14 2.14 1338.48 1344.20 2.86
17.83 2.14 2.13 1337.06 1342.76 2.85
17.87 2.13 2.12 1335.64 1341.32 2.84
17.90 2.12 2.11 1334.24 1339.89 2.83
17.93 2.11 2.10 1332.84 1338.47 2.82
17.97 2.10 2.10 1331.44 1337.05 2.80
18.00 2.10 2.09 1330.06 1335.64 2.79
18.03 2.09 2.08 1328.68 1334.24 2.78
18.07 2.08 2.07 1327.30 1332.84 2.77
18.10 2.07 2.07 1325.91 1331.45 2.77
18.13 2.07 2.06 1324.51 1330.05 2.77
18.17 2.06 2.05 1323.10 1328.63 2.77
18.20 2.05 2.04 1321.69 1327.21 2.76
18.23 2.04 2.03 1320.26 1325.78 2.76

HYDROGRAPH DISCHARGE TABLE Cont'd
1 TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+0 (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

i

18.27 2.03 2.03 1318.82 1324.33 2.76
18.30 2.03 2.02 1317.37 1322.88 2.75
18.33 2.02 2.01 1315.92 1321.42 2.75
18.37 2.01 2.00 1314.45 1319.94 2.75
18.40 2.00 1.99 1312.97 1318.46 2.74
18.43 1.99 1.99 1311.48 1316.97 2.74
18.47 1.99 1.98 1309.99 1315.46 2.74
18.50 1.98 1.97 1308.48 1313.95 2.74
18.53 1.97 1.96 1306.96 1312.43 2.73
18.57 1.96 1.95 1305.43 1310.89 2.73
18.60 1.95 1.95 1303.90 1309.35 2.73
18.63 1.95 1.94 1302.35 1307.80 2.72
18.67 1.94 1.93 1300.79 1306.23 2.72
18.70 1.93 1.92 1299.23 1304.66 2.72
18.73 1.92 1.91 1297.65 1303.08 2.71
18.77 1.91 1.91 1296.06 1301.48 2.71
18.80 1.91 1.90 1294.47 1299.88 2.71
18.83 1.90 1.89 1292.86 1298.27 2.70
18.87 1.89 1.88 1291.24 1296.65 2.70
18.90 1.88 1.87 1289.62 1295.02 2.70
18.93 1.87 1.86 1287.98 1293.37 2.69
18.97 1.86 1.86 1286.34 1291.72 2.69
19.00 1.86 1.85 1284.68 1290.06 2.69
19.03 1.85 1.84 1283.02 1288.39 2.68
19.07 1.84 1.83 1281.34 1286.71 2.68
19.10 1.83 1.82 1279.66 1285.02 2.68
19.13 1.82 1.82 1277.97 1283.32 2.67
19.17 1.82 1.81 1276.26 1281.60 2.67
19.20 1.81 1.80 1274.55 1279.88 2.67
19.23 1.80 1.79 1272.83 1278.15 2.66
19.27 1.79 1.78 1271.09 1276.42 2.66
19.30 1.78 1.77 1269.35 1274.67 2.66
19.33 1.77 1.77 1267.60 1272.91 2.65
19.37 1.77 1.76 1265.84 1271.14 2.65
19.40 1.76 1.75 1264.07 1269.36 2.65
19.43 1.75 1.74 1262.29 1267.57 2.64
19.47 1.74 1.73 1260.49 1265.77 2.64
19.50 1.73 1.72 1258.69 1263.97 2.64
19.53 1.72 1.71 1256.89 1262.15 2.63
19.57 1.71 1.71 1255.07 1260.32 2.63
19.60 1.71 1.70 1253.24 1258.49 2.62
19.63 1.70 1.69 1251.40 1256.64 2.62

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+0 (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

F1

19.67 1.69 1.68 1249.55 1254.79 2.62
19.70 1.68 1.67 1247.69 1252.92 2.61
19.73 1.67 1.66 1245.83 1251.05 2.61
19.77 1.66 1.66 1243.95 1249.16 2.61
19.80 1.66 1.65 1242.07 1247.27 2.60
19.83 1.65 1.64 1240.17 1245.37 2.60
19.87 1.64 1.63 1238.27 1243.46 2.59
19.90 1.63 1.62 1236.35 1241.53 2.59
19.93 1.62 1.61 1234.43 1239.60 2.59
19.97 1.61 1.60 1232.50 1237.66 2.58
20.00 1.60 1.60 1230.55 1235.71 2.58
20.03 1.60 1.59 1228.60 1233.75 2.58
20.07 1.59 1.58 1226.64 1231.79 2.57
20.10 1.58 1.57 1224.67 1229.81 2.57
20.13 1.57 1.56 1222.69 1227.82 2.56
20.17 1.56 1.55 1220.71 1225.82 2.56
20.20 1.55 1.55 1218.71 1223.82 2.56
20.23 1.55 1.54 1216.71 1221.81 2.55
20.27 1.54 1.53 1214.69 1219.79 2.55
20.30 1.53 1.52 1212.67 1217.76 2.54
20.33 1.52 1.52 1210.65 1215.73 2.54
20.37 1.52 1.51 1208.61 1213.68 2.54
20.40 1.51 1.50 1206.57 1211.64 2.53
20.43 1.50 1.50 1204.53 1209.58 2.53
20.47 1.50 1.49 1202.48 1207.53 2.52
20.50 1.49 1.48 1200.43 1205.46 2.52
20.53 1.48 1.48 1198.37 1203.40 2.51
20.57 1.48 1.47 1196.31 1201.33 2.51
20.60 1.47 1.47 1194.25 1199.26 2.51
20.63 1.47 1.46 1192.19 1197.19 2.50
20.67 1.46 1.46 1190.12 1195.12 2.50
20.70 1.46 1.46 1188.06 1193.05 2.50
20.73 1.46 1.45 1185.99 1190.98 2.49
20.77 1.45 1.45 1183.93 1188.90 2.49
20.80 1.45 1.45 1181.86 1186.83 2.48
20.83 1.45 1.44 1179.80 1184.76 2.48
20.87 1.44 1.44 1177.74 1182.69 2.48
20.90 1.44 1.44 1175.68 1180.63 2.47
20.93 1.44 1.44 1173.63 1178.56 2.47
20.97 1.44 1.43 1171.57 1176.50 2.46
21.00 1.43 1.43 1169.52 1174.44 2.46
21.03 1.43 1.43 1167.47 1172.39 2.46

HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

[l

F1
t
it

11
21.07 1.43 1.43 1165.43 1170.34 2.45
21.10 1.43 1.43 1163.39 1168.29 2.45
21.13 1.43 1.43 1161.36 1166.25 2.45
21.17 1.43 1.42 1159.33 1164.21 2.44
21.20 1.42 1.42 1157.30 1162.18 2.44
21.23 1.42 1.42 1155.28 1160.15 2.43
21.27 1.42 1.42 1153.26 1158.12 2.43
21.30 1.42 1.42 1151.25 1156.10 2.43
21.33 1.42 1.42 1149.24 1154.09 2.42
21.37 1.42 1.42 1147.24 1152.08 2.42
21.40 1.42 1.41 1145.24 1150.07 2.42
21.43 1.41 1.41 1143.24 1148.07 2.41
21.47 1.41 1.41 1141.25 1146.07 2.41
21.50 1.41 1.41 1139.27 1144.08 2.41
21.53 1.41 1.41 1137.29 1142.09 2.40
21.57 1.41 1.41 1135.31 1140.11 2.40
21.60 1.41 1.41 1133.34 1138.13 2.39
21.63 1.41 1.40 1131.37 1136.15 2.39
21.67 1.40 1.40 1129.41 1134.18 2.39
21.70 1.40 1.40 1127.45 1132.21 2.38
21.73 1.40 1.40 1125.49 1130.25 2.38
21.77 1.40 1.40 1123.54 1128.30 2.38
21.80 1.40 1.40 1121.60 1126.34 2.37
21.83 1.40 1.40 1119.66 1124.39 2.37
21.87 1.40 1.39 1117.72 1122.45 2.37
21.90 1.39 1.39 1115.79 1120.51 2.36
21.93 1.39 1.39 1113.86 1118.57 2.36
21.97 1.39 1.39 1111.93 1116.64 2.35
22.00 1.39 1.39 1110.01 1114.72 2.35
22.03 1.39 1.39 1108.10 1112.79 2.35
22.07 1.39 1.39 1106.18 1110.87 2.34
22.10 1.39 1.38 1104.28 1108.96 2.34
22.13 1.38 1.38 1102.37 1107.05 2.34
22.17 1.38 1.38 1100.47 1105.14 2.33
22.20 1.38 1.38 1098.58 1103.24 2.33
22.23 1.38 1.38 1096.69 1101.34 2.33
22.27 1.38 1.38 1094.80 1099.45 2.32
22.30 1.38 1.38 1092.92 1097.56 2.32
22.33 1.38 1.37 1091.04 1095.67 2.32
22.37 1.37 1.37 1089.16 1093.79 2.31
22.40 1.37 1.37 1087.29 1091.91 2.31
22.43 1.37 1.37 1085.42 1090.03 2.31

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
rl
L

11

22.47 1.37 1.37 1083.56 1088.16 2.30
22.50 1.37 1.37 1081.70 1086.30 2.30
22.53 1.37 1.37 1079.84 1084.44 2.30
22.57 1.37 1.36 1077.99 1082.58 2.29
22.60 1.36 1.36 1076.14 1080.72 2.29
22.63 1.36 1.36 1074.30 1078.87 2.29
22.67 1.36 1.36 1072.46 1077.02 2.28
22.70 1.36 1.36 1070.62 1075.18 2.28
22.73 1.36 1.36 1068.79 1073.34 2.27
22.77 1.36 1.35 1066.96 1071.51 2.27
22.80 1.35 1.35 1065.14 1069.67 2.27
22.83 1.35 1.35 1063.32 1067.85 2.26
22.87 1.35 1.35 1061.50 1066.02 2.26
22.90 1.35 1.35 1059.69 1064.20 2.25
22.93 1.35 1.35 1057.89 1062.39 2.25
22.97 1.35 1.35 1056.11 1060.59 2.24
23.00 1.35 1.34 1054.32 1058.80 2.24
23.03 1.34 1.34 1052.55 1057.01 2.23
23.07 1.34 1.34 1050.79 1055.24 2.23
23.10 1.34 1.34 1049.03 1053.47 2.22
23.13 1.34 1.34 1047.29 1051.72 2.21
23.17 1.34 1.34 1045.55 1049.97 2.21
23.20 1.34 1.34 1043.82 1048.23 2.20
23.23 1.34 1.33 1042.10 1046.49 2.20
23.27 1.33 1.33 1040.39 1044.77 2.19
23.30 1.33 1.33 1038.68 1043.05 2.19
23.33 1.33 1.33 1036.99 1041.35 2.18
23.37 1.33 1.33 1035.30 1039.65 2.17
23.40 1.33 1.33 1033.62 1037.96 2.17
23.43 1.33 1.32 1031.95 1036.27 2.16
23.47 1.32 1.32 1030.28 1034.60 2.16
23.50 1.32 1.32 1028.63 1032.93 2.15
23.53 1.32 1.32 1026.98 1031.27 2.15
23.57 1.32 1.32 1025.34 1029.62 2.14
23.60 1.32 1.32 1023.71 1027.98 2.14
23.63 1.32 1.32 1022.08 1026.34 2.13
23.67 1.32 1.31 1020.46 1024.71 2.12
23.70 1.31 1.31 1018.85 1023.09 2.12
23.73 1.31 1.31 1017.25 1021.48 2.11
23.77 1.31 1.31 1015.66 1019.88 2.11
23.80 1.31 1.31 1014.07 1018.28 2.10
23.83 1.31 1.31 1012.49 1016.69 2.10

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j)
hrs cfs cfs
23.87 1.31 1.30
23.90 1.30 1.30
23.93 1.30 1.30
23.97 1.30 0.00
24.00 0.00 0.00
Maximum outflow (cfs) = 3.86
Maximum storage (cu ft) = 88121
Maximum elevation (ft) = 84.10
2S/dt-0 (i)
cfs
1010.92
1009.35
1007.79
1006.24
1003.41
2S/dt+O (j) OUTFLOW
cfs cfs
1015.10 2.09
1013.53 2.09
1011.96 2.08
1010.40 2.08
1007.54 2.07

t
City of Rocky Mount LCID Landfill
Stormwater Management
Extended Detention Wetland 2
Stormwater Management Summary
Extended Detention Wetland 2
Area Draining into SWM Basin: 24.5 Ac -t
Minimum Pond Area: 0.319 Ac
Designed Pond Area (at Permanent Pool): 2.050 Ac
Outlet Structure Summary
Invert of Wet Detention Pond: 80.0 ft.
Draw Down Orifice: 2 in. Dia.
Invert of Draw Down Orifice (Permanent Pool Elevation): 83.0 ft.
Permanent Pool Depth: 3.0 ft.
Principal Spillway: 3 ft. X 3 ft. Box
Principal Spillway Elevation: 84.0 ft.
Emergency Spillway Elevation: 84.25 ft.
Top of Dam: 85.0 ft.
Draw Down Time: 2 Days ±
Hydrologic Summa
Existing Conditi on:
Storm Q (cfs)
10 Yr. 22.42
Post DeveloDment:

Storm- Inflow
QP cfs Volume of
Runoff Outflow
QP cfs Max. Storm
Elevation ft
1 Inch Event 26.47 7,714 0.06' .83.08
10 Yr. - 24 Hr. 58.11 233,801 7.04 84.24
10 Yr. -5 Min. 21.20 15,262 0.14 83.08
100 Yr. - 5 Min. 30.06 21,647 0.24 83.18

City of Rocky Mount LCID Landfill
Stormwater Management
Extended Detention Wetland 2
Design Parameters / Calculations
• Detain first 1 inch of rainfall above permanent pool elevation.
• Remove 85% TSS (minimum).
• Allow 2 to 5 day draw down to permanent pool elevation.
• Design side slopes no steeper than 3:1.
• Design 6 feet wide vegetated perimeter shelf (at a minimum) at no steeper than
6:1 slope.
• Maintain the following percentages for permanent storage area:
o Forebay - 15%
o Low Marsh (9" -18" deep) - 35%
o High Marsh (0 - 9" deep) - 35%
o Micro Pool -15%
Minimum Pond Area:
STORMWATER POND CALCULATIONS SUMMARY
'roject Name City of Rocky Mount LCID Landfill - Wetland 2
resigner PWS Date 9/11/02
Area Draining to Pond (ADP)
Current Project 1067220 SF
Contingency for Future Growth O SF
Total 1067220 SF
Built-Upon Area (BUA)
Current Project:
Building 43560 SF
Drives/Parking O SF
Contingency for Future Growth Q SF
Total 43560 SF
BUA/ADP
Runoff from V Rainfall
24.500 AC
0.000 AC
24.500 AC
1.000 AC
0.000 AC
0.000 AC
1.000 AC
1 0.041
7714 CF
11

I

1

1
City of Rocky Mount LCID Landfill
Stormwater Management
85% or 90% TSS Removal
Pond Depth
SA/ADP Ratio
Water Surface Areas
Extended Detention Wetland 2
1 90
3 FT
1 0.013
Minimum Required at Normal Pool 13874 SF
Amount Proposed at Normal Pool 97570 SF
Amount at Storage Pool 106326 SF
Elevations
Bottom 80 FT MSL
Normal Pool 83 FT MSL
Storage Pool 83.1 FT MSL
Flood Pool 841 FT MSL
With 90% TSS removal the percentage impervious area in each SWM Basin watershed,
and the pond depth at each pond, the surface area (SA) of the pond for the drainage
area (DA) of the watershed is determined to be:
SA/DA - 90% TSS REMOVAL WITHOUT VEGETATIVE FILTER
IMPERVIOUS % 3 FT 3.5 FT 4 FT 4.5 FT 5 FT 5.5 FT 6 FT 6.5 FT 7 FT 7.5 FT
10% 1.3 1 0.8 0.7 0.6 0.5 0.4 0.3 0.2 0.1
20% 2.4 2 1.8 1.7 1.5 1.4 1.2 1 0.9 0.6
30% 3.5 3 5.7 2.5 2.2 1.9 1.6 1.3 1.1 0.8
40% 4.5 4 3.5 3.1 2.8 2.5 2.1 1.8 1.4 1.1
50% 5.6 5 4.3 3.9 3.5 3.1 2.7 2.3 1.9 1.5
60% 7 6 5.3 4.8 4.3 3.9 3.4 2.9 2.4 1.9
70% 8.1 7 6 5.5 5 4.5 3.9 3.4 2.9 2.3
80% 9.4 8 7 6.4 5.7 5.2 4.6 4 3.4 2.8
90% 10.7 9 7.9 7.2 6.5 5.9 5.2 4.6 3.9 3.3
1000/0 12 10 8.8 8.1 7.3 6.6 5.8 5.1 4.3 3.6
BUA/ADP 0.041
Pond Depth 3 FT
SA/DA 1.3

1

City of Rocky Mount LCID Landfill Extended Detention Wetland 2
Stormwater Management
Pond Surface Area = 1.30% x DA
0.0130 x 24.5 Acres
0.319 Acres (minimum)
Storage Volumes
Contour Z Area AS ACC S
83 0 97,570 --- ---
84 1 101,919 99,745 99,745
85 2 106,326 104,123 104,123
Permanent Pool Stora ge
Main Pool (Includes Micro Pool)
Contour Z Area AS ACC S
81 0 8,158 --- ---
81.5 0.5 19,691 6,962 6,962
82 1 31,925 12,904 19,866
83 2 61,119 46,522 66,388
Forebav
Contour Z Area AS ACC S
80 0 10,927 --- ---
81 1 17,640 14, 283.5 14, 283.5
82 2 22,915 20,277.5 34,561
83 3 28,246 25,580.5 60,141.5
Basin SA (Designed Pond) = 2.05 Acres (area obtained by planimeter)
Thus, the Designed Pond is greaterthan the minimum calculated pond surface area.
Sediment Storage Zone:
Acres Disturbed
Volume of Sediment
= 24.5 Ac.
24.5 Ac x 1800 cf/yr x 1 yr
= 44,100 CF of Sediment
' City of Roc Mount LCID Landfill
Rocky Extended Detention Wetland 2
' Stormwater Management
Permanent Pool Storage = 126,529.5 cf
Min. Forebay/Micro Pool Storage = 126,529.5 cf x 15%
' = 18,979.43 cf
' Designed Forebay Storage= 60,141.5 cf (47.53% of total Permanent Pool Storage)
Outlet Structure:
• Contour of outlet pipe at outflow is at existing elevation of 82.5 ft.
' Using 50 LF 18" RCP w/6' FES @ 1 % obtains an upstream invert elevation 83 ft.
• Permanent Pool Elevation is 83.0 ft.
• Match invert of draw down orifice to Permanent Pool Elevation of 83.0 ft.
' Assume that the primary weir structure is a 3 ft x 3 ft box with Principal Spillway
Elevation of 84.0 ft.
' 1. Calculate Volume from first 1 Inch Rainfall using the "Simple Method":
Rv = 0.05 + 0.009(1)
' Where,
Rv = runoff coefficient = storm runoff (in.)/storm rainfall (in.)
' I = Percent Impervious = 4.1 %
' Rv = 0.05 + 0.009(4.19o') = 0.0869 in.ln.
Therefore, the volume is
' V = (Design Rainfall) (Rv) (Drainage Area)
' V = (1 inch rainfall) (0. 0869 in.lin.)(24.5.OAc.)(1/12 ft.ln.)
V = 0.177 Ac-ft. or 7,714 cf
' 2. Calculate Draw Down Orifice:
• Assume 2-day draw down.
First, the maximum head of water is calculated:
' AH=84.0ft-83.0ft-(2in 1 ft =0.8
)( 12 in) 33 ft
' Then, the minimum Q needs to be found:

City of Rocky Mount LCID Landfill
Stormwater Management
Volume cf
Qm'" = Days - sec
Extended Detention Wetland 2
Qmin _ (7,714 cO
(2 days)(24 hr)(60 min)(60 sec)
Qm„, = 0.0446 cfs
Finally, using the orifice equation, the orifice size can be determined:
Q=CA 2GAH
A Q
C 2GAH
Where,
Q = 0.0446 cfs
C = 0.63
g = 32.2 ft/sec2
dH = 0.833 ft
A = 0.0446
0.63 2 (32.2) (0.833)
A = 0.0097 sf required
Orifice Area
0.0055 sf
0.0123 sf
2" 0.0218 sf
Sp 0.0491 sf
Use 1.5" draw down orifice. This will allow for draw down to occur within 2
days.

n

v

s

City of Rocky Mount LCID Landfill
Stormwater Management
Extended Detention Wetland 2
Extended Detention Wetland 2
Stormwater Pond Stage/Storage
And
Hydrologic Reports

+--------------------------; STAGE / STORAGE TABLE ;---------------------------+
1. RESERVOIR No = 2. 2. RESERVOIR NAME = WETLAND 2...
3. S = Ks * Z^b
Ks=0............ b=0..........
START ELEV = 0..... INCREMENT = 0...
STAGE ELEVATION CO AREA
ft ft sq ft
4
5 0.00
1.00 83.00.
84.00. 97570... 0
101919.. 99744 0
99744
6 2.00 85.00. 106326.. 104122 203866
' ----0.00-----------
O
O 0
---
-
-------
O -----------------------------------

1

-F-----------------------------; OUTLET STRUCTURES ' +
Reservoir: 2
CULVERT STRUC A. Q=CoA[2gh/k]^.5
1. WIDTH (in) = 12.
2. HEIGHT (in) = 12.
3. No. BARRELS = L.
4. INVERT ELEV. = 83.......
5. Co = 0.60
6. CULVERT LENGTH (ft) = 50..
7. CULVERT SLOPE (%) = 1...
8. M[ANNING'S N-VALUE = .013
WEIR STRUCTURE A.
Q=CWLH^EXP
INC STORAGE TOT STORAGE
cu ft cu ft
CULVERT STRUC B. Q=CoA[2gh/k]^.5
9. WIDTH (in) = 1.5
10. HEIGHT (in) = 1.5
11. No. BARRELS = L.
12. INVERT ELEV. = 83.......
13. Co = 0.60
14. CULVERT LENGTH (ft) =.25.
15. CULVERT SLOPE (%) =.25.
16. MANNING'S N-VALUE =.013
17. MULTI-STAGE OPTION? (Y/N) N
Q=CWLH^EXP WEIR STRUCTURE B.
18. CREST LENGTH (ft) = 9......
19. CREST ELEVATION = 84.....
20. Cw = 3.00
21. EXP = 1.50
22. MULTI-STAGE OPTION ? (Y/1) N
23. CREST LENGTH (ft) = 50.....
24. CREST ELEVATION = 84.25..
25. Cw = 3.00
26. EXP = 1.50
27. MULTI-STAGE OPTION ? (Y/N) N
+------------------------------------------------------------------------------+

1.0
t
t
r
HYDROLOGIC REPORT
STAGE / STORAGE / DISCHARGE
RESERVOIR NUMBER = 2
RESERVOIR NAME = WETLAND 2...
STORAGE VALUES WERE INPUT MANUALLY
DISCHARGE VALUES: CULVERT STRUCT A. Q = .6 *A*[2gh/ k]".5 * 1
CULVERT STRUCT B. Q = .6 *A*[2gh/ k]".5 * 1
WEIR STRUCT A. Q = 3 * 9 * H 1.5
WEIR STRUCT B. Q = 3 * 50 * H 1.5
ELEVATION DISCHARGE (cfs)
---------- ----CULVERT -A
------------ CULVERT-B----
--------------- --WEIR A
----------- WEIR B
--------
83.00 0.00 0.00 0.00 0.00
84.00 2.55 0.06 0.00 0.00
85.00 4.42 0.08 27.00 97.43
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
STAGE ELEVATION INC STOR TOT STOR OUTFLOW

--------
-------------- cu ft
------------- cu ft
-------------- cfs
-----------
0.00 83.00 0 0 0.00
1.00 84.00 99744 99744 2.61
2.00 85.00 104122 203866 128.93
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
0.00 0.00 0 0 0.00
1
1
1
1
1
1
1
1
1
1
A
1
1
1
1
1
City of Rocky Mount LCID Landfill Extended Detention Wetland 2
Stormwater Management
1-INCH RUNOFF: INFLOW HYDROGRAPH
up = 26.5 RATIONAL 10 Yr

HGU = 1 min 11 VGU = 5.9 cfs
VOL = (cuftiacft) = 7940 i 0.102
o°
i
1
1
1
1
1
i
1
1
1
1
1
1
1
HYDROLOGIC REPORT
1 INCH RUNOFF INFLOW..
WETLAND 2 .............
......................
Hyd. No. 11
Hydrograph type = RATIONAL
Storm frequency = 10 yr
Time of conc. = 5 min
Runoff coeff. = .15
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW
(hrs cfs)
0.02 5.29
0.08 26.47
0.15 5.29
TIME--OUTFLOW
(hrs cfs)
0.03 10.59
0.10 21.17
0.17 0.00
Peak discharge = 26.47 cfs
Time interval = 1 min
Intensity = 7.20 in/hr
Basin area = 24.5 ac
TIME--OUTFLOW
(hrs cfs)
0.05 15.88
0.12 15.88
0.18 0.00
TIME--OUTFLOW
(hrs cfS)
0.07 21.17
0.13 10.59
0.20 0.00
' 1 HYDROLOGIC REPORT
0
1 INCH RUNOFF ROUTED..
WETLAND 2 .............
y No. 12
' Hydrograph type = RESERVOIR ROUTE Peak discharge = 0.06 cfs
Storm frequency = 10 yr Time interval = 1 min
Inflow hyd. no. = 11 Reservoir no. = 2

HYDROGRAPH DISCHARGE TABLE
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
0.00
0.02 0.00
5.29 5.29
10.59 0.00
5.29 0.00
5.29 0.00
0.00
0.03 10.59 15.88 21.16 21.17 0.00
0.05 15.88 21.17 47.61 47.63 0
01
0.07 21.17 26.47 84.62 84.66 .
0.02
0.08 26.47 21.17 132.20 132.27 0.03
0.10 21.17 15.88 179.76 179.85 0.04
0.12 15.88 10.59 216.71 216.82 0.05
1 0.13 10.59 5.29 243.07 243.18 0.06
0.15 5.29 0.00 258.83 258.95 0.06
0.17
0.18 0.00
0.00 0.00
0.00 264.00
263
87 264.12
264
00 0.06
0
06
0.20 0.00 0.00 .
263.75 .
263.87 .
0.06
0.22 0.00 0.00 263.62 263.75 0.06
0.23 0.00 0.00 263.50 263.62 0.06
0.25 0.00 0.00 263.37 263.50 0.06
0.27 0.00 0.00 263.25 263.37 0.06
0.28
0.30 0.00
0.00 0.00
0
00 263.12
263
00 263.25 0.06
. . 263.12 0.06
0.32 0.00 0.00 262.88 263.00 0.06
0.33 0.00 0.00 262.75 262.88 0.06
' 0.35 0.00 0.00 262.63 262.75 0.06
0.37 0.00 0.00 262.50 262.63 0.06
0.38 0.00 0.00 262.38 262.50 0.06
0.40 0.00 0.00 262.26 262.38 0.06

!7
L
HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW Ji) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
0.42
0.43 0.00
0.00 0.00
0.00 262.13
262.01 262.26
262.13 0.06
0.06
0.45 0.00 0.00 261.88 262.01 0.06
0.47 0.00 0.00 261.76 261.88 0.06
0.48 0.00 0.00 261.64 261.76 0.06
0.50 0.00 0.00 261.51 261.64 0.06
0.52 0.00 0.00 261.39 261.51 0.06
0.53 0.00 0.00 261.27 261.39 0.06
0.55 0.00 0.00 261.14 261.27 0.06
0.57 0.00 0.00 261.02 261.14 0.06
0.58
0.60 0.00
0.00 0.00
0.00 260.90
260.77 261.02
260.90 0.06
0.06
0.62 0.00 0.00 260.65 260.77 0.06
0.63 0.00 0.00 260.53 260.65 0.06
1 0.65 0.00 0.00 260.41 260.53 0.06
0.67 0.00 0.00 260.28 260.41 0.06
0.68 0.00 0.00 260.16 260.28 0.06
0.70 0.00 0.00 260.04 260.16 0.06
0.72 0.00 0.00 259.91 260.04 0.06
0.73 0.00 0.00 259.79 259.91 0.06
0.75 0.00 0.00 259.67 259.79 0.06
0.77 0.00 0.00 259.55 259.67 0.06
0.78 0.00 0.00 259.42 259.55 0.06
0.80 0.00 0.00 259.30 259.42 0.06
0.82 0.00 0.00 259.18 259.30 0.06
0.83 0.00 0.00 259.06 259.18 0.06
0.85 0.00 0.00 258.93 259.06 0.06
0.87 0.00 0.00 258.81 258.93 0.06
0.88 0.00 0.00 258.69 258.81 0.06
0.90 0.00 0.00 258.57 258.69 0.06
0.92 0.00 0.00 258.45 258.57 0.06
0.93 0.00 0.00 258.32 258.45 0.06
0.95 0.00 0.00 258.20 258.32 0.06
0.97 0.00 0.00 258.08 258.20 0.06
0.98 0.00 0.00 257.96 258.08 0.06
1.00 0.00 0.00 257.84 257.96 0.06
1.02 0.00 0.00 257.71 257.84 0.06
1.03
1.05 0.00
0.00 0.00
0.00 257.59
257.47 257.71
257.59 0.06
0.06
1.07 0.00 0.00 257.35 257.47 0.06
1.08 0.00 0.00 257.23 257.35 0.06
1.10 0.00 0.00 257.11 257.23 0.06

t

1 HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
s

1

Ll
1

1

1.12 0.00 0.00 256.99 257.11 0.06
1.13 0.00 0.00 256.86 256.99 0.06
1.15 0.00 0.00 256.74 256.86 0.06
1.17 0.00 0.00 256.62 256.74 0.06
1.18 0.00 0.00 256.50 256.62 0.06
1.20 0.00 0.00 256.38 256.50 0.06
1.22 0.00 0.00 256.26 256.38 0.06
1.23 0.00 0.00 256.14 256.26 0.06
1.25 0.00 0.00 256.02 256.14 0.06
1.27 0.00 0.00 255.90 256.02 0.06
1.28 0.00 0.00 255.78 255.90 0.06
1.30 0.00 0.00 255.65 255.78 0.06
1.32 0.00 0.00 255.53 255.65 0.06
1.33 0.00 0.00 255.41 255.53 0.06
1.35 0.00 0.00 255.29 255.41 0.06
1.37 0.00 0.00 255.17 255.29 0.06
1.38 0.00 0.00 255.05 255.17 0.06
1.40 0.00 0.00 254.93 255.05 0.06
1.42 0.00 0.00 254.81 254.93 0.06
1.43 0.00 0.00 254.69 254.81 0.06
1.45 0.00 0.00 254.57 254.69 0.06
1.47 0.00 0.00 254.45 254.57 0.06
1.48 0.00 0.00 254.33 254.45 0.06
1.50 0.00 0.00 254.21 254.33 0.06
1.52 0.00 0.00 254.09 254.21 0.06
1.53 0.00 0.00 253.97 254.09 0.06
1.55 0.00 0.00 253.85 253.97 0.06
1.57 0.00 0.00 253.73 253.85 0.06
1.58 0.00 0.00 253.61 253.73 0.06
1.60 0.00 0.00 253.49 253.61 0.06
1.62 0.00 0.00 253.37 253.49 0.06
1.63 0.00 0.00 253.25 253.37 0.06
1.65 0.00 0.00 253.13 253.25 0.06
1.67 0.00 0.00 253.01 253.13 0.06
1.68 0.00 0.00 252.89 253.01 0.06
1.70 0.00 0.00 252.77 252.89 0.06
1.72 0.00 0.00 252.65 252.77 0.06
1.73 0.00 0.00 252.54 252.65 0.06
1.75 0.00 0.00 252.42 252.54 0.06
1.77 0.00 0.00 252.30 252.42 0.06
1.78 0.00 0.00 252.18 252.30 0.06
1.80 0.00 0.00 252.06 252.18 0.06

I HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
P

i:l

P

1.82 0.00 0.00 251.94 252.06 0.06
1.83 0.00 0.00 251.82 251.94 0.06
1.85 0.00 0.00 251.70 251.82 0.06
1.87 0.00 0.00 251.58 251.70 0.06
1.88 0.00 0.00 251.46 251.58 0.06
1.90 0.00 0.00 251.35 251.46 0.06
1.92 0.00 0.00 251.23 251.35 0.06
1.93 0.00 0.00 251.11 251.23 0.06
1.95 0.00 0.00 250.99 251.11 0.06
1.97 0.00 0.00 250.87 250.99 0.06
1.98 0.00 0.00 250.75 250.87 0.06
2.00 0.00 0.00 250.64 250.75 0.06
2.02 0.00 0.00 250.52 250.64 0.06
2.03 0.00 0.00 250.40 250.52 0.06
2.05 0.00 0.00 250.28 250.40 0.06
2.07 0.00 0.00 250.16 250.28 0.06
2.08 0.00 0.00 250.04 250.16 0.06
2.10 0.00 0.00 249.93 250.04 0.06
2.12 0.00 0.00 249.81 249.93 0.06
2.13 0.00 0.00 249.69 249.81 0.06
2.15 0.00 0.00 249.57 249.69 0.06
2.17 0.00 0.00 249.45 249.57 0.06
2.18 0.00 0.00 249.34 249.45 0.06
2.20 0.00 0.00 249.22 249.34 0.06
2.22 0.00 0.00 249.10 249.22 0.06
2.23 0.00 0.00 248.98 249.10 0.06
2.25 0.00 0.00 248.87 248.98 0.06
2.27 0.00 0.00 248.75 248.87 0.06
2.28 0.00 0.00 248.63 248.75 0.06
2.30 0.00 0.00 248.51 248.63 0.06
2.32 0.00 0.00 248.40 248.51 0.06
2.33 0.00 0.00 248.28 248.40 0.06
2.35 0.00 0.00 248.16 248.28 0.06
2.37 0.00 0.00 248.05 248.16 0.06
2.38 0.00 0.00 247.93 248.05 0.06
2.40 0.00 0.00 247.81 247.93 0.06
2.42 0.00 0.00 247.69 247.81 0.06
2.43 0.00 0.00 247.58 247.69 0.06
2.45 0.00 0.00 247.46 247.58 0.06
2.47 0.00 0.00 247.34 247.46 0.06
2.48 0.00 0.00 247.23 247.34 0.06
2.50 0.00 0.00 247.11 247.23 0.06
11

t

ri

11
HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
2.52 0.00 0.00 246.99 247.11 0.06
2.53 0.00 0.00 246.88 246.99 0.06
2.55 0.00 0.00 246.76 246.88 0.06
2.57 0.00 0.00 246.64 246.76 0.06
2.58 0.00 0.00 246.53 246.64 0.06
2.60 0.00 0.00 246.41 246.53 0.06
2.62 0.00 0.00 246.30 246.41 0.06
2.63 0.00 0.00 246.18 246.30 0.06
2.65 0.00 0.00 246.06 246.18 0.06
2.67 0.00 0.00 245.95 246.06 0.06
2.68 0.00 0.00 245.83 245.95 0.06
2.70 0.00 0.00 245.71 245.83 0.06
2.72 0.00 0.00 245.60 245.71 0.06
2.73 0.00 0.00 245.48 245.60 0.06
2.75 0.00 0.00 245.37 245.48 0.06
2.77 0.00 0.00 245.25 245.37 0.06
2.78 0.00 0.00 245.14 245.25 0.06
2.80 0.00 0.00 245.02 245.14 0.06
2.82 0.00 0.00 244.90 245.02 0.06
2.83 0.00 0.00 244.79 244.90 0.06
2.85 0.00 0.00 244.67 244.79 0.06
2.87 0.00 0.00 244.56 244.67 0.06
2.88 0.00 0.00 244.44 244.56 0.06
2.90 0.00 0.00 244.33 244.44 0.06
2.92 0.00 0.00 244.21 244.33 0.06
2.93 0.00 0.00 244.10 244.21 0.06
2.95 0.00 0.00 243.98 244.10 0.06
2.97 0.00 0.00 243.87 243.98 0.06
2.98 0.00 0.00 243.75 243.87 0.06
3.00 0.00 0.00 243.64 243.75 0.06
3.02 0.00 0.00 243.52 243.64 0.06
3.03 0.00 0.00 243.41 243.52 0.06
3.05 0.00 0.00 243.29 243.41 0.06
3.07 0.00 0.00 243.18 243.29 0.06
3.08 0.00 0.00 243.06 243.18 0.06
3.10 0.00 0.00 242.95 243.06 0.06
3.12 0.00 0.00 242.83 242.95 0.06
3.13 0.00 0.00 242.72 242.83 0.06
3.15 0.00 0.00 242.60 242.72 0.06
3.17 0.00 0.00 242.49 242.60 0.06
3.18 0.00 0.00 242.37 242.49 0.06
3.20 0.00 0.00 242.26 242.37 0.06

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

11

3.22 0.00 0.00 242.14 242.26 0.06
3.23 0.00 0.00 242.03 242.14 0.06
3.25 0.00 0.00 241.92 242.03 0.06
3.27 0.00 0.00 241.80 241.92 0.06
3.28 0.00 0.00 241.69 241.80 0.06
3.30 0.00 0.00 241.57 241.69 0.06
3.32 0.00 0.00 241.46 241.57 0.06
3.33 0.00 0.00 241.35 241.46 0.06
3.35 0.00 0.00 241.23 241.35 0.06
3.37 0.00 0.00 241.12 241.23 0.06
3.38 0.00 0.00 241.00 241.12 0.06
3.40 0.00 0.00 240.89 241.00 0.06
3.42 0.00 0.00 240.78 240.89 0.06
3.43 0.00 0.00 240.66 240.78 0.06
3.45 0.00 0.00 240.55 240.66 0.06
3.47 0.00 0.00 240.44 240.55 0.06
3.48 0.00 0.00 240.32 240.44 0.06
3.50 0.00 0.00 240.21 240.32 0.06
3.52 0.00 0.00 240.10 240.21 0.06
3.53 0.00 0.00 239.98 240.10 0.06
3.55 0.00 0.00 239.87 239.98 0.06
3.57 0.00 0.00 239.76 239.87 0.06
3.58 0.00 0.00 239.64 239.76 0.06
3.60 0.00 0.00 239.53 239.64 0.06
3.62 0.00 0.00 239.42 239.53 0.06
3.63 0.00 0.00 239.30 239.42 0.06
3.65 0.00 0.00 239.19 239.30 0.06
3.67 0.00 0.00 239.08 239.19 0.06
3.68 0.00 0.00 238.96 239.08 0.06
3.70 0.00 0.00 238.85 238.96 0.06
3.72 0.00 0.00 238.74 238.85 0.06
3.73 0.00 0.00 238.63 238.74 0.06
3.75 0.00 0.00 238.51 238.63 0.06
3.77 0.00 0.00 238.40 238.51 0.06
3.78 0.00 0.00 238.29 238.40 0.06
3.80 0.00 0.00 238.18 238.29 0.06
3.82 0.00 0.00 238.06 238.18 0.06
3.83 0.00 0.00 237.95 238.06 0.06
3.85 0.00 0.00 237.84 237.95 0.06
3.87 0.00 0.00 237.73 237.84 0.06
3.88 0.00 0.00 237.61 237.73 0.06
3.90 0.00 0.00 237.50 237.61 0.06

HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

t
t

3.92 0.00 0.00 237.39 237.50 0.06
3.93 0.00 0.00 237.28 237.39 0.06
3.95 0.00 0.00 237.17 237.28 0.06
3.97 0.00 0.00 237.05 237.17 0.06
3.98 0.00 0.00 236.94 237.05 0.06
4.00 0.00 0.00 236.83 236.94 0.06
4.02 0.00 0.00 236.72 236.83 0.06
4.03 0.00 0.00 236.61 236.72 0.06
4.05 0.00 0.00 236.50 236.61 0.06
4.07 0.00 0.00 236.38 236.50 0.06
4.08 0.00 0.00 236.27 236.38 0.06
4.10 0.00 0.00 236.16 236.27 0.06
4.12 0.00 0.00 236.05 236.16 0.06
4.13 0.00 0.00 235.94 236.05 0.06
4.15 0.00 0.00 235.83 235.94 0.06
4.17 0.00 0.00 235.72 235.83 0.06
4.18 0.00 0.00 235.60 235.72 0.06
4.20 0.00 0.00 235.49 235.60 0.06
4.22 0.00 0.00 235.38 235.49 0.06
4.23 0.00 0.00 235.27 235.38 0.06
4.25 0.00 0.00 235.16 235.27 0.06
4.27 0.00 0.00 235.05 235.16 0.06
4.28 0.00 0.00 234.94 235.05 0.06
4.30 0.00 0.00 234.83 234.94 0.06
4.32 0.00 0.00 234.72 234.83 0.06
4.33 0.00 0.00 234.60 234.72 0.06
4.35 0.00 0.00 234.49 234.60 0.06
4.37 0.00 0.00 234.38 234.49 0.06
4.38 0.00 0.00 234.27 234.38 0.06
4.40 0.00 0.00 234.16 234.27 0.06
4.42 0.00 0.00 234.05 234.16 0.06
4.43 0.00 0.00 233.94 234.05 0.06
4.45 0.00 0.00 233.83 233.94 0.06
4.47 0.00 0.00 233.72 233.83 0.06
4.48 0.00 0.00 233.61 233.72 0.06
4.50 0.00 0.00 233.50 233.61 0.06
4.52 0.00 0.00 233.39 233.50 0.06
4.53 0.00 0.00 233.28 233.39 0.06
4.55 0.00 0.00 233.17 233.28 0.06
4.57 0.00 0.00 233.06 233.17 0.06
4.58 0.00 0.00 232.95 233.06 0.06
4.60 0.00 0.00 232.84 232.95 0.05

I HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

4.62 0.00 0.00 232.73 232.84 0.05
4.63 0.00 0.00 232.62 232.73 0.05
4.65 0.00 0.00 232.51 232.62 0.05
4.67 0.00 0.00 232.40 232.51 0.05
4.68 0.00 0.00 232.29 232.40 0.05
4.70 0.00 0.00 232.18 232.29 0.05
4.72 0.00 0.00 232.07 232.18 0.05
4.73 0.00 0.00 231.96 232.07 0.05
4.75 0.00 0.00 231.85 231.96 0.05
4.77 0.00 0.00 231.74 231.85 0.05
4.78 0.00 0.00 231.63 231.74 0.05
4.80 0.00 0.00 231.52 231.63 0.05
4.82 0.00 0.00 231.41 231.52 0.05
4.83 0.00 0.00 231.31 231.41 0.05
4.85 0.00 0.00 231.20 231.31 0.05
4.87 0.00 0.00 231.09 231.20 0.05
4.88 0.00 0.00 230.98 231.09 0.05
4.90 0.00 0.00 230.87 230.98 0.05
4.92 0.00 0.00 230.76 230.87 0.05
4.93 0.00 0.00 230.65 230.76 0.05
4.95 0.00 0.00 230.54 230.65 0.05
4.97 0.00 0.00 230.43 230.54 0.05
4.98 0.00 0.00 230.32 230.43 0.05
5.00 0.00 0.00 230.22 230.32 0.05
5.02 0.00 0.00 230.11 230.22 0.05
5.03 0.00 0.00 230.00 230.11 0.05
5.05 0.00 0.00 229.89 230.00 0.05
5.07 0.00 0.00 229.78 229.89 0.05
5.08 0.00 0.00 229.67 229.78 0.05
5.10 0.00 0.00 229.56 229.67 0.05
5.12 0.00 0.00 229.46 229.56 0.05
5.13 0.00 0.00 229.35 229.46 0.05
5.15 0.00 0.00 229.24 229.35 0.05
5.17 0.00 0.00 229.13 229.24 0.05
5.18 0.00 0.00 229.02 229.13 0.05
5.20 0.00 0.00 228.92 229.02 0.05
5.22 0.00 0.00 228.81 228.92 0.05
5.23 0.00 0.00 228.70 228.81 0.05
5.25 0.00 0.00 228.59 228.70 0.05
5.27 0.00 0.00 228.48 228.59 0.05
5.28 0.00 0.00 228.38 228.48 0.05
5.30 0.00 0.00 228.27 228.38 0.05

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

11

5.32 0.00 0.00 228.16 228.27 0.05
5.33 0.00 0.00 228.05 228.16 0.05
5.35 0.00 0.00 227.94 228.05 0.05
5.37 0.00 0.00 227.84 227.94 0.05
5.38 0.00 0.00 227.73 227.84 0.05
5.40 0.00 0.00 227.62 227.73 0.05
5.42 0.00 0.00 227.51 227.62 0.05
5.43 0.00 0.00 227.41 227.51 0.05
5.45 0.00 0.00 227.30 227.41 0.05
5.47 0.00 0.00 227.19 227.30 0.05
5.48 0.00 0.00 227.09 227.19 0.05
5.50 0.00 0.00 226.98 227.09 0.05
5.52 0.00 0.00 226.87 226.98 0.05
5.53 0.00 0.00 226.76 226.87 0.05
5.55 0.00 0.00 226.66 226.76 0.05
5.57 0.00 0.00 226.55 226.66 0.05
5.58 0.00 0.00 226.44 226.55 0.05
5.60 0.00 0.00 226.34 226.44 0.05
5.62 0.00 0.00 226.23 226.34 0.05
5.63 0.00 0.00 226.12 226.23 0.05
5.65 0.00 0.00 226.02 226.12 0.05
5.67 0.00 0.00 225.91 226.02 0.05
5.68 0.00 0.00 225.80 225.91 0.05
5.70 0.00 0.00 225.70 225.80 0.05
5.72 0.00 0.00 225.59 225.70 0.05
5.73 0.00 0.00 225.48 225.59 0.05
5.75 0.00 0.00 225.38 225.48 0.05
5.77 0.00 0.00 225.27 225.38 0.05
5.78 0.00 0.00 225.16 225.27 0.05
5.80 0.00 0.00 225.06 225.16 0.05
5.82 0.00 0.00 224.95 225.06 0.05
5.83 0.00 0.00 224.85 224.95 0.05
5.85 0.00 0.00 224.74 224.85 0.05
5.87 0.00 0.00 224.63 224.74 0.05
5.88 0.00 0.00 224.53 224.63 0.05
5.90 0.00 0.00 224.42 224.53 0.05
5.92 0.00 0.00 224.32 224.42 0.05
5.93 0.00 0.00 224.21 224.32 0.05
5.95 0.00 0.00 224.10 224.21 0.05
5.97 0.00 0.00 224.00 224.10 0.05
5.98 0.00 0.00 223.89 224.00 0.05
6.00 0.00 0.00 223.79 223.89 0.05

I HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

11
6.02 0.00 0.00 223.68 223.79 0.05
6.03 0.00 0.00 223.58 223.68 0.05
6.05 0.00 0.00 223.47 223.58 0.05
6.07 0.00 0.00 223.36 223.47 0.05
6.08 0.00 0.00 223.26 223.36 0.05
6.10 0.00 0.00 223.15 223.26 0.05
6.12 0.00 0.00 223.05 223.15 0.05
6.13 0.00 0.00 222.94 223.05 0.05
6.15 0.00 0.00 222.84 222.94 0.05
6.17 0.00 0.00 222.73 222.84 0.05
6.18 0.00 0.00 222.63 222.73 0.05
6.20 0.00 0.00 222.52 222.63 0.05
6.22 0.00 0.00 222.42 222.52 0.05
6.23 0.00 0.00 222.31 222.42 0.05
6.25 0.00 0.00 222.21 222.31 0.05
6.27 0.00 0.00 222.10 222.21 0.05
6.28 0.00 0.00 222.00 222.10 0.05
6.30 0.00 0.00 221.89 222.00 0.05
6.32 0.00 0.00 221.79 221.89 0.05
6.33 0.00 0.00 221.68 221.79 0.05
6.35 0.00 0.00 221.58 221.68 0.05
6.37 0.00 0.00 221.47 221.58 0.05
6.38 0.00 0.00 221.37 221.47 0.05
6.40 0.00 0.00 221.26 221.37 0.05
6.42 0.00 0.00 221.16 221.26 0.05
6.43 0.00 0.00 221.06 221.16 0.05
6.45 0.00 0.00 220.95 221.06 0.05
6.47 0.00 0.00 220.85 220.95 0.05
6.48 0.00 0.00 220.74 220.85 0.05
6.50 0.00 0.00 220.64 220.74 0.05
6.52 0.00 0.00 220.53 220.64 0.05
6.53 0.00 0.00 220.43 220.53 0.05
6.55 0.00 0.00 220.33 220.43 0.05
6.57 0.00 0.00 220.22 220.33 0.05
6.58 0.00 0.00 220.12 220.22 0.05
6.60 0.00 0.00 220.02 220.12 0.05
6.62 0.00 0.00 219.91 220.02 0.05
6.63 0.00 0.00 219.81 219.91 0.05
6.65 0.00 0.00 219.70 219.81 0.05
6.67 0.00 0.00 219.60 219.70 0.05
6.68 0.00 0.00 219.50 219.60 0.05
6.70 0.00 0.00 219.39 219.50 0.05

I HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

LJ
?J

t

6.72 0.00 0.00 219.29 219.39 0.05
6.73 0.00 0.00 219.19 219.29 0.05
6.75 0.00 0.00 219.08 219.19 0.05
6.77 0.00 0.00 218.98 219.08 0.05
6.78 0.00 0.00 218.88 218.98 0.05
6.80 0.00 0.00 218.77 218.88 0.05
6.82 0.00 0.00 218.67 218.77 0.05
6.83 0.00 0.00 218.57 218.67 0.05
6.85 0.00 0.00 218.46 218.57 0.05
6.87 0.00 0.00 218.36 218.46 0.05
6.88 0.00 0.00 218.26 218.36 0.05
6.90 0.00 0.00 218.15 218.26 0.05
6.92 0.00 0.00 218.05 218.15 0.05
6.93 0.00 0.00 217.95 218.05 0.05
6.95 0.00 0.00 217.84 217.95 0.05
6.97 0.00 0.00 217.74 217.84 0.05
6.98 0.00 0.00 217.64 217.74 0.05
7.00 0.00 0.00 217.54 217.64 0.05
7.02 0.00 0.00 217.43 217.54 0.05
7.03 0.00 0.00 217.33 217.43 0.05
7.05 0.00 0.00 217.23 217.33 0.05
7.07 0.00 0.00 217.13 217.23 0.05
7.08 0.00 0.00 217.02 217.13 0.05
7.10 0.00 0.00 216.92 217.02 0.05
7.12 0.00 0.00 216.82 216.92 0.05
7.13 0.00 0.00 216.72 216.82 0.05
7.15 0.00 0.00 216.61 216.72 0.05
7.17 0.00 0.00 216.51 216.61 0.05
7.18 0.00 0.00 216.41 216.51 0.05
7.20 0.00 0.00 216.31 216.41 0.05
7.22 0.00 0.00 216.21 216.31 0.05
7.23 0.00 0.00 216.10 216.21 0.05
7.25 0.00 0.00 216.00 216.10 0.05
7.27 0.00 0.00 215.90 216.00 0.05
7.28 0.00 0.00 215.80 215.90 0.05
7.30 0.00 0.00 215.70 215.80 0.05
7.32 0.00 0.00 215.59 215.70 0.05
7.33 0.00 0.00 215.49 215.59 0.05
7.35 0.00 0.00 215.39 215.49 0.05
7.37 0.00 0.00 215.29 215.39 0.05
7.38 0.00 0.00 215.19 215.29 0.05
7.40 0.00 0.00 215.09 215.19 0.05

u

fl

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
7.42 0.00 0.00 214.98 215.09 0.05
7.43 0.00 0.00 214.88 214.98 0.05
7.45 0.00 0.00 214.78 214.88 0.05
7.47 0.00 0.00 214.68 214.78 0.05
7.48 0.00 0.00 214.58 214.68 0.05
7.50 0.00 0.00 214.48 214.58 0.05
7.52 0.00 0.00 214.38 214.48 0.05
7.53 0.00 0.00 214.27 214.38 0.05
7.55 0.00 0.00 214.17 214.27 0.05
7.57 0.00 0.00 214.07 214.17 0.05
7.58 0.00 0.00 213.97 214.07 0.05
7.60 0.00 0.00 213.87 213.97 0.05
7.62 0.00 0.00 213.77 213.87 0.05
7.63 0.00 0.00 213.67 213.77 0.05
7.65 0.00 0.00 213.57 213.67 0.05
7.67 0.00 0.00 213.47 213.57 0.05
7.68 0.00 0.00 213.37 213.47 0.05
7.70 0.00 0.00 213.27 213.37 0.05
7.72 0.00 0.00 213.16 213.27 0.05
7.73 0.00 0.00 213.06 213.16 0.05
7.75 0.00 0.00 212.96 213.06 0.05
7.77 0.00 0.00 212.86 212.96 0.05
7.78 0.00 0.00 212.76 212.86 0.05
7.80 0.00 0.00 212.66 212.76 0.05
7.82 0.00 0.00 212.56 212.66 0.05
7.83 0.00 0.00 212.46 212.56 0.05
7.85 0.00 0.00 212.36 212.46 0.05
7.87 0.00 0.00 212.26 212.36 0.05
7.88 0.00 0.00 212.16 212.26 0.05
7.90 0.00 0.00 212.06 212.16 0.05
7.92 0.00 0.00 211.96 212.06 0.05
7.93 0.00 0.00 211.86 211.96 0.05
7.95 0.00 0.00 211.76 211.86 0.05
7.97 0.00 0.00 211.66 211.76 0.05
7.98 0.00 0.00 211.56 211.66 0.05
8.00 0.00 0.00 211.46 211.56 0.05
8.02 0.00 0.00 211.36 211.46 0.05
8.03 0.00 0.00 211.26 211.36 0.05
8.05 0.00 0.00 211.16 211.26 0.05
8.07 0.00 0.00 211.06 211.16 0.05
8.08 0.00 0.00 210.96 211.06 0.05
8.10 0.00 0.00 210.86 210.96 0.05

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

0

11

H
u
8.12 0.00 0.00 210.76 210.86 0.05
8.13 0.00 0.00 210.66 210.76 0.05
8.15 0.00 0.00 210.56 210.66 0.05
8.17 0.00 0.00 210.46 210.56 0.05
8.18 0.00 0.00 210.37 210.46 0.05
8.20 0.00 0.00 210.27 210.37 0.05
8.22 0.00 0.00 210.17 210.27 0.05
8.23 0.00 0.00 210.07 210.17 0.05
8.25 0.00 0.00 209.97 210.07 0.05
8.27 0.00 0.00 209.87 209.97 0.05
8.28 0.00 0.00 209.77 209.87 0.05
8.30 0.00 0.00 209.67 209.77 0.05
8.32 0.00 0.00 209.57 209.67 0.05
8.33 0.00 0.00 209.47 209.57 0.05
8.35 0.00 0.00 209.37 209.47 0.05
8.37 0.00 0.00 209.28 209.37 0.05
8.38 0.00 0.00 209.18 209.28 0.05
8.40 0.00 0.00 209.08 209.18 0.05
8.42 0.00 0.00 208.98 209.08 0.05
8.43 0.00 0.00 208.88 208.98 0.05
8.45 0.00 0.00 208.78 208.88 0.05
8.47 0.00 0.00 208.68 208.78 0.05
8.48 0.00 0.00 208.59 208.68 0.05
8.50 0.00 0.00 208.49 208.59 0.05
8.52 0.00 0.00 208.39 208.49 0.05
8.53 0.00 0.00 208.29 208.39 0.05
8.55 0.00 0.00 208.19 208.29 0.05
8.57 0.00 0.00 208.09 208.19 0.05
8.58 0.00 0.00 208.00 208.09 0.05
8.60 0.00 0.00 207.90 208.00 0.05
8.62 0.00 0.00 207.80 207.90 0.05
8.63 0.00 0.00 207.70 207.80 0.05
8.65 0.00 0.00 207.60 207.70 0.05
8.67 0.00 0.00 207.50 207.60 0.05
8.68 0.00 0.00 207.41 207.50 0.05
8.70 0.00 0.00 207.31 207.41 0.05
8.72 0.00 0.00 207.21 207.31 0.05
8.73 0.00 0.00 207.11 207.21 0.05
8.75 0.00 0.00 207.02 207.11 0.05
8.77 0.00 0.00 206.92 207.02 0.05
8.78 0.00 0.00 206.82 206.92 0.05
8.80 0.00 0.00 206.72 206.82 0.05

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

I

C

8.82 0.00 0.00 206.62 206.72 0.05
8.83 0.00 0.00 206.53 206.62 0.05
8.85 0.00 0.00 206.43 206.53 0.05
8.87 0.00 0.00 206.33 206.43 0.05
8.88 0.00 0.00 206.23 206.33 0.05
8.90 0.00 0.00 206.14 206.23 0.05
8.92 0.00 0.00 206.04 206.14 0.05
8.93 0.00 0.00 205.94 206.04 0.05
8.95 0.00 0.00 205.85 205.94 0.05
8.97 0.00 0.00 205.75 205.85 0.05
8.98 0.00 0.00 205.65 205.75 0.05
9.00 0.00 0.00 205.55 205.65 0.05
9.02 0.00 0.00 205.46 205.55 0.05
9.03 0.00 0.00 205.36 205.46 0.05
9.05 0.00 0.00 205.26 205.36 0.05
9.07 0.00 0.00 205.17 205.26 0.05
9.08 0.00 0.00 205.07 205.17 0.05
9.10 0.00 0.00 204.97 205.07 0.05
9.12 0.00 0.00 204.88 204.97 0.05
9.13 0.00 0.00 204.78 204.88 0.05
9.15 0.00 0.00 204.68 204.78 0.05
9.17 0.00 0.00 204.59 204.68 0.05
9.18 0.00 0.00 204.49 204.59 0.05
9.20 0.00 0.00 204.39 204.49 0.05
9.22 0.00 0.00 204.30 204.39 0.05
9.23 0.00 0.00 204.20 204.30 0.05
9.25 0.00 0.00 204.10 204.20 0.05
9.27 0.00 0.00 204.01 204.10 0.05
9.28 0.00 0.00 203.91 204.01 0.05
9.30 0.00 0.00 203.82 203.91 0.05
9.32 0.00 0.00 203.72 203.82 0.05
9.33 0.00 0.00 203.62 203.72 0.05
9.35 0.00 0.00 203.53 203.62 0.05
9.37 0.00 0.00 203.43 203.53 0.05
9.38 0.00 0.00 203.33 203.43 0.05
9.40 0.00 0.00 203.24 203.33 0.05
9.42 0.00 0.00 203.14 203.24 0.05
9.43 0.00 0.00 203.05 203.14 0.05
9.45 0.00 0.00 202.95 203.05 0.05
9.47 0.00 0.00 202.86 202.95 0.05
9.48 0.00 0.00 202.76 202.86 0.05
9.50 0.00 0.00 202.66 202.76 0.05

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

9.52 0.00 0.00 202.57 202.66 0.05
9.53 0.00 0.00 202.47 202.57 0.05
9.55 0.00 0.00 202.38 202.47 0.05
9.57 0.00 0.00 202.28 202.38 0.05
9.58 0.00 0.00 202.19 202.28 0.05
9.60 0.00 0.00 202.09 202.19 0.05
9.62 0.00 0.00 202.00 202.09 0.05
9.63 0.00 0.00 201.90 202.00 0.05
9.65 0.00 0.00 201.80 201.90 0.05
9.67 0.00 0.00 201.71 201.80 0.05
9.68 0.00 0.00 201.61 201.71 0.05
9.70 0.00 0.00 201.52 201.61 0.05
9.72 0.00 0.00 201.42 201.52 0.05
9.73 0.00 0.00 201.33 201.42 0.05
9.75 0.00 0.00 201.23 201.33 0.05
9.77 0.00 0.00 201.14 201.23 0.05
9.78 0.00 0.00 201.04 201.14 0.05
9.80 0.00 0.00 200.95 201.04 0.05
9.82 0.00 0.00 200.85 200.95 0.05
9.83 0.00 0.00 200.76 200.85 0.05
9.85 0.00 0.00 200.66 200.76 0.05
9.87 0.00 0.00 200.57 200.66 0.05
9.88 0.00 0.00 200.48 200.57 0.05
9.90 0.00 0.00 200.38 200.48 0.05
9.92 0.00 0.00 200.29 200.38 0.05
9.93 0.00 0.00 200.19 200.29 0.05
9.95 0.00 0.00 200.10 200.19 0.05
9.97 0.00 0.00 200.00 200.10 0.05
9.98 0.00 0.00 199.91 200.00 0.05
10.00 0.00 0.00 199.81 199.91 0.05
10.02 0.00 0.00 199.72 199.81 0.05
10.03 0.00 0.00 199.63 199.72 0.05
10.05 0.00 0.00 199.53 199.63 0.05
10.07 0.00 0.00 199.44 199.53 0.05
10.08 0.00 0.00 199.34 199.44 0.05
10.10 0.00 0.00 199.25 199.34 0.05
10.12 0.00 0.00 199.15 199.25 0.05
10.13 0.00 0.00 199.06 199.15 0.05
10.15 0.00 0.00 198.97 199.06 0.05
10.17 0.00 0.00 198.87 198.97 0.05
10.18 0.00 0.00 198.78 198.87 0.05
10.20 0.00 0.00 198.68 198.78 0.05

HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW (i) INFLOW (j)
hrs cfs cfs

s

2S/dt-O (i) 2S/dt+O (j) OUTFLOW
cfs cfs cfs
10.22 0.00 0.00 198.59 198.68 0.05
10.23 0.00 0.00 198.50 198.59 0.05
10.25 0.00 0.00 198.40 198.50 0.05
10.27 0.00 0.00 198.31 198.40 0.05
10.28 0.00 0.00 198.22 198.31 0.05
10.30 0.00 0.00 198.12 198.22 0.05
10.32 0.00 0.00 198.03 198.12 0.05
10.33 0.00 0.00 197.94 198.03 0.05
10.35 0.00 0.00 197.84 197.94 0.05
10.37 0.00 0.00 197.75 197.84 0.05
10.38 0.00 0.00 197.66 197.75 0.05
10.40 0.00 0.00 197.56 197.66 0.05
10.42 0.00 0.00 197.47 197.56 0.05
10.43 0.00 0.00 197.38 197.47 0.05
10.45 0.00 0.00 197.28 197.38 0.05
10.47 0.00 0.00 197.19 197.28 0.05
10.48 0.00 0.00 197.10 197.19 0.05
10.50 0.00 0.00 197.00 197.10 0.05
10.52 0.00 0.00 196.91 197.00 0.05
10.53 0.00 0.00 196.82 196.91 0.05
10.55 0.00 0.00 196.72 196.82 0.05
10.57 0.00 0.00 196.63 196.72 0.05
10.58 0.00 0.00 196.54 196.63 0.05
10.60 0.00 0.00 196.45 196.54 0.05
10.62 0.00 0.00 196.35 196.45 0.05
10.63 0.00 0.00 196.26 196.35 0.05
10.65 0.00 0.00 196.17 196.26 0.05
10.67 0.00 0.00 196.08 196.17 0.05
10.68 0.00 0.00 195.98 196.08 0.05
10.70 0.00 0.00 195.89 195.98 0.05
10.72 0.00 0.00 195.80 195.89 0.05
10.73 0.00 0.00 195.71 195.80 0.05
10.75 0.00 0.00 195.61 195.71 0.05
10.77 0.00 0.00 195.52 195.61 0.05
10.78 0.00 0.00 195.43 195.52 0.05
10.80 0.00 0.00 195.34 195.43 0.05
10.82 0.00 0.00 195.24 195.34 0.05
10.83 0.00 0.00 195.15 195.24 0.05
10.85 0.00 0.00 195.06 195.15 0.05
10.87 0.00 0.00 194.97 195.06 0.05
10.88 0.00 0.00 194.88 194.97 0.05
10.90 0.00 0.00 194.78 194.88 0.05

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

10.92 0.00 0.00 194.69 194.78 0.05
10.93 0.00 0.00 194.60 194.69 0.05
10.95 0.00 0.00 194.51 194.60 0.05
10.97 0.00 0.00 194.42 194.51 0.05
10.98 0.00 0.00 194.32 194.42 0.05
11.00 0.00 0.00 194.23 194.32 0.05
11.02 0.00 0.00 194.14 194.23 0.05
11.03 0.00 0.00 194.05 194.14 0.05
11.05 0.00 0.00 193.96 194.05 0.05
11.07 0.00 0.00 193.87 193.96 0.05
11.08 0.00 0.00 193.77 193.87 0.05
11.10 0.00 0.00 193.68 193.77 0.05
11.12 0.00 0.00 193.59 193.68 0.05
11.13 0.00 0.00 193.50 193.59 0.05
11.15 0.00 0.00 193.41 193.50 0.05
11.17 0.00 0.00 193.32 193.41 0.05
11.18 0.00 0.00 193.23 193.32 0.05
11.20 0.00 0.00 193.14 193.23 0.05
11.22 0.00 0.00 193.04 193.14 0.05
11.23 0.00 0.00 192.95 193.04 0.05
11.25 0.00 0.00 192.86 192.95 0.05
11.27 0.00 0.00 192.77 192.86 0.05
11.28 0.00 0.00 192.68 192.77 0.05
11.30 0.00 0.00 192.59 192.68 0.05
11.32 0.00 0.00 192.50 192.59 0.05
11.33 0.00 0.00 192.41 192.50 0.05
11.35 0.00 0.00 192.32 192.41 0.05
11.37 0.00 0.00 192.23 192.32 0.05
11.38 0.00 0.00 192.14 192.23 0.05
11.40 0.00 0.00 192.04 192.14 0.05
11.42 0.00 0.00 191.95 192.04 0.05
11.43 0.00 0.00 191.86 191.95 0.05
11.45 0.00 0.00 191.77 191.86 0.05
11.47 0.00 0.00 191.68 191.77 0.05
11.48 0.00 0.00 191.59 191.68 0.05
11.50 0.00 0.00 191.50 191.59 0.05
11.52 0.00 0.00 191.41 191.50 0.05
11.53 0.00 0.00 191.32 191.41 0.05
11.55 0.00 0.00 191.23 191.32 0.05
11.57 0.00 0.00 191.14 191.23 0.05
11.58 0.00 0.00 191.05 191.14 0.05
11.60 0.00 0.00 190.96 191.05 0.05

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j)
1 hrs cfs cfs
t 11.62
11.63 0.00
0.00 0.00
0.00
11.65 0.00 0.00
11.67 0.00 0.00
' 11.68 0.00 0.00
11.70 0.00 0.00
11.72 0.00 0.00
11.73 0.00 0.00
11.75 0.00 0.00
11.77 0.00 0.00
' 11.78
11.80 0.00
0.00 0.00
0.00
11.82 0.00 0.00
11.83 0.00 0.00
11.85 0.00 0.00
11.87 0.00 0.00
11.88 0.00 0.00
11.90 0.00 0.00
' 11.92 0.00 0.00
11.93 0.00 0.00
11.95 0.00 0.00
11.97 0.00 0.00
11.98 0.00 0.00
12.00 0.00 0.00
Maximum outflow (cfs) = 0.06
Maximum storage (cu ft) = 7922
' Maximum elevation (ft) = 83.08

2S/dt-O (i)
cfs
190.87
190.78
190.69
190.60
190.51
190.42
190.33
190.24
190.15
190.06
189.97
189.88
189.79
189.70
189.61
189.52
189.43
189.34
189.25
189.17
189.08
188.99
188.90
188.81
2S/dt+0 (j) OUTFLOW
cfs cfs
190.96 0.05
190.87 0.05
190.78 0.05
190.69 0.05
190.60 0.04
190.51 0.04
190.42 0.04
190.33 0.04
190.24 0.04
190.15 0.04
190.06 0.04
189.97 0.04
189.88 0.04
189.79 0.04
189.70 0.04
189.61 0.04
189.52 0.04
189.43 0.04
189.34 0.04
189.25 0.04
189.17 0.04
189.08 0.04
188.99 0.04
188.90 0.04

t
City of Rocky Mount LCID Landfill Extended Detention Wetland 2
Stormwater Management
10 YEAR - 24 HOUR STORM: INFLOW HYDROGRAPH
up = 58.1 S.C.S. RUNOFF 18 Yr
. . . .
. . . .
. . . .
. . . .
. . . .
HGU = 108 min 19 UGU = 18.6 cfs
VOL = (cult/acft) = 233801 / 5.367

HYDROLOGIC REPORT
10 YR 24 HR STORM.....
INFLOW ................
WETLAND 2 .............
Hyd. No. 19
Hydrograph type
Storm frequency
Basin area
Ave basin slope
Basin lag
Total precip.
S.C.S. RUNOFF
10 yr
24.5 ac
2
0
18.0 min
5.80 in
Peak discharge
Time interval
Basin curve No
Hydraulic len
Time of concen
Distribution
= 58.11 cfs
= 2 min
= 70
= 1000 ft
= 30.04 min
= S.C.S. II
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
10.83 1.03 10.87 1.08 10.90 1.14 10.93 1.19
10.97 1.25 11.00 1.31 11.03 1.37 11.07 1.42
11.10 1.49 11.13 1.55 11.17 1.62 11.20 1.70
11.23 1.78 11.27 1.87 11.30 1.97 11.33 2.08
11.37 2.21 11.40 2.34 11.43 2.49 11.47 2.64
11.50 2.80 11.53 2.99 11.57 3.24 11.60 3.58
11.63 4.05 11.67 4.70 11.70 5.57 11.73 6.73
11.77 8.24 11.80 10.26 11.83 12.94 11.87 16.44
11.90 20.96 11.93 26.38 11.97 32.27 12.00 38.12
12.03 43.61 12.07 48.63 12.10 52.91 12.13 56.16
12.17 58.02 12.20 58.11 12.23 56.47 12.27 53.71
12.30 50.48 12.33 47.13 12.37 43.69 12.40 40.17
12.43 36.60 12.47 33.02 12.50 29.47 12.53 25.98
12.57 22.61 12.60 19.46 12.63 16.65 12.67 14.33
12.70 12.64 12.73 11.56 12.77 10.90 12.80 10.40
12.83 9.94 12.87 9.53 12.90 9.15 12.93 8.80
12.97 8.49 13.00 8.20 13.03 7.94 13.07 7.71
13.10 7.49 13.13 7.30 13.17 7.12 13.20 6.95
13.23 6.80 13.27 6.66 13.30 6.52 13.33 6.39
13.37 6.27 13.40 6.15 13.43 6.04 13.47 5.93
13.50 5.82 13.53 5.72 13.57 5.62 13.60 5.52
13.63 5.43 13.67 5.34 13.70 5.25 13.73 5.17
13.77 5.08 13.80 5.00 13.83 4.92 13.87 4.85
13.90 4.77 13.93 4.70 13.97 4.62 14.00 4.55
14.03 4.48 14.07 4.42 14.10 4.35 14.13 4.29
14.17 4.22 14.20 4.16 14.23 4.11 14.27 4.06
14.30 4.01 14.33 3.96 14.37 3.92 14.40 3.88
14.43 3.84 14.47 3.81 14.50 3.77 14.53 3.74
14.57 3.72 14.60 3.69 14.63 3.66 14.67 3.64
11

Fl

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME- -OUTFLOW TIME--OUTFLOW TIME-- OUTFLOW TIME-- OUTFLOW
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
14.70 3.62 14.73 3.59 14.77 3.57 14.80 3.55
14.83 3.53 14.87 3.50 14.90 3.48 14.93 3.46
14.97 3.44 15.00 3.41 15.03 3.39 15.07 3.37
15.10 3.35 15.13 3.32 15.17 3.30 15.20 3.28
15.23 3.25 15.27 3.23 15.30 3.21 15.33 3.19
15.37 3.16 15.40 3.14 15.43 3.12 15.47 3.09
15.50 3.07 15.53 3.05 15.57 3.02 15.60 3.00
15.63 2.98 15.67 2.95 15.70 2.93 15.73 2.91
15.77 2.88 15.80 2.86 15.83 2.83 15.87 2.81
15.90 2.79 15.93 2.76 15.97 2.74 16.00 2.72
16.03 2.69 16.07 2.67 16.10 2.64 16.13 2.62
16.17 2.60 16.20 2.58 16.23 2.56 16.27 2.54
16.30 2.52 16.33 2.50 16.37 2.49 16.40 2.47
16.43 2.46 16.47 2.45 16.50 2.44 16.53 2.43
16.57 2.42 16.60 2.41 16.63 2.40 16.67 2.39
16.70 2.38 16.73 2.37 16.77 2.36 16.80 2.35
16.83 2.35 16.87 2.34 16.90 2.33 16.93 2.32
16.97 2.31 17.00 2.30 17.03 2.30 17.07 2.29
17.10 2.28 17.13 2.27 17.17 2.26 17.20 2.26
17.23 2.25 17.27 2.24 17.30 2.23 17.33 2.22
17.37 2.21 17.40 2.21 17.43 2.20 17.47 2.19
17.50 2.18 17.53 2.17 17.57 2.16 17.60 2.15
17.63 2.15 17.67 2.14 17.70 2.13 17.73 2.12
17.77 2.11 17.80 2.10 17.83 2.10 17.87 2.09
17.90 2.08 17.93 2.07 17.97 2.06 18.00 2.05
18.03 2.04 18.07 2.04 18.10 2.03 18.13 2.02
18.17 2.01 18.20 2.00 18.23 1.99 18.27 1.98
18.30 1.98 18.33 1.97 18.37 1.96 18.40 1.95
18.43 1.94 18.47 1.93 18.50 1.92 18.53 1.92
18.57 1.91 18.60 1.90 18.63 1.89 18.67 1.88
18.70 1.87 18.73 1.86 18.77 1.86 18.80 1.85
18.83 1.84 18.87 1.83 18.90 1.82 18.93 1.81
18.97 1.80 19.00 1.79 19.03 1.79 19.07 1.78
19.10 1.77 19.13 1.76 19.17 1.75 19.20 1.74
19.23 1.73 19.27 1.72 19.30 1.72 19.33 1.71
19.37 1.70 19.40 1.69 19.43 1.68 19.47 1.67
19.50 1.66 19.53 1.65 19.57 1.64 19.60 1.64
19.63 1.63 19.67 1.62 19.70 1.61 19.73 1.60
19.77 1.59 19.80 1.58 19.83 1.57 19.87 1.56
19.90 1.56 19.93 1.55 19.97 1.54 20.00 1.53
20.03 1.52 20.07 1.51 20.10 1.50 20.13 1.49
20.17 1.49 20.20 1.48 20.23 1.47 20.27 1.46
20.30 1.46 20.33 1.45 20.37 1.45 20.40 1.44
20.43 1.44 20.47 1.44 20.50 1.43 20.53 1.43
20.57 1.43 20.60 1.42 20.63 1.42 20.67 1.42
20.70 1.42 20.73 1.42 20.77 1.42 20.80 1.41

I HYDROGRAPH DISCHARGE TABLE Cont'd

1

TIME- -OUTFLOW
(hrs cfs)
20.83 1.41
20.97 1.41
21.10 1.40
21.23 1.39
21.37 1.39
21.50 1.38
21.63 1.37
21.77 1.37
21.90 1.36
22.03 1.35
22.17 1.35
22.30 1.34
22.43 1.33
22.57 1.33
22.70 1.32
22.83 1.31
22.97 1.31
23.10 1.30
23.23 1.29
23.37 1.29
23.50 1.28
23.63 1.27
23.77 1.27
23.90 1.26
TIME- -OUTFLOW
(hrs cfs)
20.87 1.41
21.00 1.40
21.13 1.40
21.27 1.39
21.40 1.38
21.53 1.38
21.67 1.37
21.80 1.36
21.93 1.36
22.07 1.35
22.20 1.35
22.33 1.34
22.47 1.33
22.60 1.33
22.73 1.32
22.87 1.31
23.00 1.31
23.13 1.30
23.27 1.29
23.40 1.28
23.53 1.28
23.67 1.27
23.80 1.26
23.93 1.26
TIME- -OUTFLOW
(hrs cfs)
20.90 1.41
21.03 1.40
21.17 1.40
21.30 1.39
21.43 1.38
21.57 1.38
21.70 1.37
21.83 1.36
21.97 1.36
22.10 1.35
22.23 1.34
22.37 1.34
22.50 1.33
22.63 1.32
22.77 1.32
22.90 1.31
23.03 1.30
23.17 1.30
23.30 1.29
23.43 1.28
23.57 1.28
23.70 1.27
23.83 1.26
23.97 1.26

11

TIME--OUTFLOW
(hrs cfs)
20.93 1.41
21.07 1.40
21.20 1.39
21.33 1.39
21.47 1.38
21.60 1.37
21.73 1.37
21.87 1.36
22.00 1.36
22.13 1.35
22.27 1.34
22.40 1.34
22.53 1.33
22.67 1.32
22.80 1.32
22.93 1.31
23.07 1.30
23.20 1.29
23.33 1.29
23.47 1.28
23.60 1.27
23.73 1.27
23.87 1.26
24.00 0.00

' 1 HYDROLOGIC REPORT
0
10 YR 24 HR STORM.....
ROUTED ................
' WETLAND 2 .............
Hyd. No. 20
' Hydrograph type = RESERVOIR ROUTE Peak discharge = 7.04 cfs
Storm frequency = 10 yr Time interval = 2 min
' Inflow hyd. no. = 19 Reservoir no. = 2
u
HYDROGRAPH DISCHARGE TABLE
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
10.83 1.03 1.08 33.89 33.93 0.02
' 10.87 1.08 1.14 35.97 36.01 0.02
10.90 1.14 1.19 38.15 38.19 0.02
10.93 1.19 1.25 40.44 40.48 0
02
10.97 1.25 1.31 42.84 42.88 .
0.02
11.00 1.31 1.37 45.36 45.40 0.02
11.03 1.37 1.42 47.99 48.04 0.02
11.07 1.42 1.49 50.73 50.78 0.02
11.10 1.49 1.55 53.59 53.64 0.03
11.13 1.55 1.62 56.58 56.63 0.03
11.17
11.20 1.62
1.70 1.70
1.78 59.70
62.96 59.75
63.02 0.03
0.03
11.23 1.78 1.87 66.37 66.44 0.03
11.27 1.87 1.97 69.96 70.02 0.03
11.30 1.97 2.08 73.72 73.79 0.03
11.33 2.08 2.21 77.70 77.77 0.04
11.37 2.21 2.34 81.92 81.99 0.04
11.40 2.34 2.49 86.39 86.47 0.04
' 11.43 2.49 2.64 91.14 91.22 0.04
11.47 2.64 2.80 96.17 96.26 0.05
11.50
11.53 2.80
2.99 2.99
3.24 101.51
107.21 101.61
107.31 0.05
0.05
11.57 3.24 3.58 113.34 113.44 0.05
11.60 3.58 4.05 120.05 120.17 0.06
11.63 4.05 4.70 127.57 127.69 0.06

HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW (i) INFLOW (j)
hrs cfs cfs

2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
cfs cfs cfs
11.67 4.70 5.57 136.19 136.32 0.06
11.70 5.57 6.73 146.32 146.46 0.07
11.73 6.73 8.24 158.47 158.62 0.07
11.77 8.24 10.26 173.26 173.43 0.08
11.80 10.26 12.94 191.58 191.77 0.10
11.83 12.94 16.44 214.55 214.78 0.11
11.87 16.44 20.96 243.66 243.93 0.13
11.90 20.96 26.38 280.74 281.06 0.16
11.93 26.38 32.27 327.69 328.08 0.20
11.97 32.27 38.12 385.77 386.35 0.29
12.00 38.12 43.61 455.35 456.16 0.41
12.03 43.61 48.63 536.01 537.07 0.53
12.07 48.63 52.91 626.93 628.25 0.66
12.10 52.91 56.16 726.70 728.47 0-.88
12.13 56.16 58.02 833.41 835.77 1.18
12.17 58.02 58.11 944.82 947.59 1.38
12.20 58.11 56.47 1057.76 1060.94 1.59
12.23 56.47 53.71 1168.72 1172.33 1.81
12.27 53.71 50.48 1274.74 1278.91 2.09
12.30 50.48 47.13 1374.35 1378.94 2.29
12.33 47.13 43.69 1467.12 1471.97 2.43
12.37 43.69 40.17 1552.90 1557.94 2.52
12.40 40.17 36.60 1631.59 1636.76 2.59
12.43 36.60 33.02 1702.59 1708.36 2.88
12.47 33.02 29.47 1765.65 1772.22 3.29
12.50 29.47 25.98 1820.86 1828.14 3.64
12.53 25.98 22.61 1868.14 1876.31 4.08
12.57 22.61 19.46 1907.74 1916.73 4.50
12.60 19.46 16.65 1940.14 1949.80 4.83
12.63 16.65 14.33 1966.04 1976.25 5.10
12.67 14.33 12.64 1986.39 1997.02 5.31
12.70 12.64 11.56 2002.39 2013.35 5.48
12.73 11.56 10.90 2015.08 2026.59 5.75
12.77 10.90 10.40 2025.55 2037.54 6.00
12.80 10.40 9.94 2034.44 2046.84 6.20
12.83 9.94 9.53 2042.03 2054.78 6.38
12.87 9.53 9.15 2048.45 2061.50 6.52
12.90 9.15 8.80 2053.83 2067.13 6.65
12.93 8.80 8.49 2058.28 2071.78 6.75
12.97 8.49 8.20 2061.90 2075.57 6.83
13.00 8.20 7.94 2064.79 2078.59 6.90
13.03 7.94 7.71 2067.03 2080.93 6.95

I

J

11

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
13.07 7.71 7.49 2068.70 2082.68 6.99
13.10 7.49 7.30 2069.86 2083.90 7.02
13.13 7.30 7.12 2070.58 2084.65 7.03
13.17 7.12 6.95 2070.91 2084.99 7.04
13.20 6.95 6.80 2070.90 2084.98 7.04
13.23 6.80 6.66 2070.58 2084.65 7.03
13.27 6.66 6.52 2070.00 2084.04 7.02
13.30 6.52 6.39 2069.18 2083.18 7.00
13.33 6.39 6.27 2068.14 2082.09 6.98
13.37 6.27 6.15 2066.90 2080.80 6.95
13.40 6.15 6.04 2065.49 2079.32 6.92
13.43 6.04 5.93 2063.91 2077.67 6.88
13.47 5.93 5.82 2062.19 2075.87 6.84
13.50 5.82 5.72 2060.34 2073.94 6.80
13.53 5.72 5.62 2058.38 2071.88 6.75
13.57 5.62 5.52 2056.30 2069.71 6.70
13.60 5.52 5.43 2054.13 2067.44 6.65
13.63 5.43 5.34 2051.88 2065.08 6.60
13.67 5.34 5.25 2049.55 2062.64 6.55
13.70 5.25 5.17 2047.15 2060.13 6.49
13.73 5.17 5.08 2044.69 2057.56 6.44
13.77 5.08 5.00 2042.18 2054.94 6.38
13.80 5.00 4.92 2039.63 2052.26 6.32
13.83 4.92 4.85 2037.03 2049.55 6.26
13.87 4.85 4.77 2034.40 2046.80 6.20
13.90 4.77 4.70 2031.74 2044.02 6.14
13.93 4.70 4.62 2029.06 2041.21 6.08
13.97 4.62 4.55 2026.35 2038.38 6.01
14.00 4.55 4.48 2023.63 2035.53 5.95
14.03 4.48 4.42 2020.89 2032.67 5.89
14.07 4.42 4.35 2018.14 2029.79 5.82
14.10 4.35 4.29 2015.39 2026.91 5.76
14.13 4.29 4.22 2012.63 2024.02 5.70
14.17 4.22 4.16 2009.87 2021.14 5.63
14.20 4.16 4.11 2007.11 2018.26 5.57
14.23 4.11 4.06 2004.37 2015.39 5.51
14.27 4.06 4.01 2001.59 2012.54 5.47
14.30 4.01 3.96 1998.76 2009.65 5.44
14.33 3.96 3.92 1995.90 2006.73 5.41
14.37 3.92 3.88 1993.01 2003.78 5.38
14.40 3.88 3.84 1990.10 2000.81 5.35
14.43 3.84 3.81 1987.17 1997.82 5.32

HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

L

C

7

14.47 3.81 3.77 1984.23 1994.82 5.29
14.50 3.77 3.74 1981.29 1991.81 5.26
14.53 3.74 3.72 1978.35 1988.81 5.23
14.57 3.72 3.69 1975.41 1985.81 5.20
14.60 3.69 3.66 1972.47 1982.81 5.17
14.63 3.66 3.64 1969.55 1979.83 5.14
14.67 3.64 3.62 1966.63 1976.85 5.11
14.70 3.62 3.59 1963.73 1973.89 5.08
14.73 3.59 3.57 1960.84 1970.94 5.05
14.77 3.57 3.55 1957.97 1968.01 5.02
14.80 3.55 3.53 1955.11 1965.09 4.99
14.83 3.53 3.50 1952.27 1962.19 4.96
14.87 3.50 3.48 1949.44 1959.30 4.93
14.90 3.48 3.46 1946.63 1956.43 4.90
14.93 3.46 3.44 1943.82 1953.57 4.87
14.97 3.44 3.41 1941.03 1950.72 4.84
15.00 3.41 3.39 1938.26 1947.88 4.81
15.03 3.39 3.37 1935.49 1945.06 4.79
15.07 3.37 3.35 1932.74 1942.25 4.76
15.10 3.35 3.32 1930.00 1939.45 4.73
15.13 3.32 3.30 1927.27 1936.67 4.70
15.17 3.30 3.28 1924.55 1933.89 4.67
15.20 3.28 3.25 1921.84 1931.12 4.64
15.23 3.25 3.23 1919.14 1928.37 4.61
15.27 3.23 3.21 1916.45 1925.63 4.59
15.30 3.21 3.19 1913.77 1922.89 4.56
15.33 3.19 3.16 1911.10 1920.17 4.53
15.37 3.16 3.14 1908.44 1917.45 4.50
15.40 3.14 3.12 1905.79 1914.74 4.48
15.43 3.12 3.09 1903.15 1912.05 4.45
15.47 3.09 3.07 1900.52 1909.36 4.42
15.50 3.07 3.05 1897.89 1906.68 4.39
15.53 3.05 3.02 1895.27 1904.00 4.37
15.57 3.02 3.00 1892.66 1901.34 4.34
15.60 3.00 2.98 1890.06 1898.68 4.31
15.63 2.98 2.95 1887.46 1896.03 4.29
15.67 2.95 2.93 1884.87 1893.39 4.26
15.70 2.93 2.91 1882.29 1890.76 4.23
15.73 2.91 2.88 1879.72 1888.13 4.20
15.77 2.88 2.86 1877.15 1885.50 4.18
15.80 2.86 2.83 1874.59 1882.89 4.15
15.83 2.83 2.81 1872.03 1880.28 4.12

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

15.87 2.81 2.79 1869.48 1877.67 4.10
15.90 2.79 2.76 1866.93 1875.08 4.07
15.93 2.76 2.74 1864.39 1872.48 4.04
15.97 2.74 2.72 1861.86 1869.90 4.02
16.00 2.72 2.69 1859.33 1867.31 3.99
16.03 2.69 2.67 1856.80 1864.74 3.97
16.07 2.67 2.64 1854.29 1862.16 3.94
16.10 2.64 2.62 1851.77 1859.60 3.91
16.13 2.62 2.60 1849.26 1857.04 3.89
16.17 2.60 2.58 1846.76 1854.49 3.86
16.20 2.58 2.56 1844.27 1851.94 3.84
16.23 2.56 2.54 1841.79 1849.41 3.81
16.27 2.54 2.52 1839.32 1846.89 3.78
16.30 2.52 2.50 1836.86 1844.38 3.76
16.33 2.50 2.49 1834.42 1841.89 3.73
16.37 2.49 2.47 1832.00 1839.42 3.71
16.40 2.47 2.46 1829.58 1836.96 3.69
16.43 2.46 2.45 1827.16 1834.51 3.68
16.47 2.45 2.44 1824.74 1832.07 3.66
16.50 2.44 2.43 1822.33 1829.63 3.65
16.53 2.43 2.42 1819.93 1827.20 3.63
16.57 2.42 2.41 1817.54 1824.77 3.62
16.60 2.41 2.40 1815.16 1822.36 3.60
16.63 2.40 2.39 1812.79 1819.96 3.59
16.67 2.39 2.38 1810.43 1817.57 3.57
16.70 2.38 2.37 1808.09 1815.20 3.56
16.73 2.37 2.36 1805.75 1812.84 3.54
16.77 2.36 2.35 1803.43 1810.49 3.53
16.80 2.35 2.35 1801.13 1808.15 3.51
16.83 2.35 2.34 1798.83 1805.83 3.50
16.87 2.34 2.33 1796.55 1803.52 3.48
16.90 2.33 2.32 1794.28 1801.22 3.47
16.93 2.32 2.31 1792.03 1798.94 3.45
16.97 2.31 2.30 1789.78 1796.66 3.44
17.00 2.30 2.30 1787.55 1794.40 3.42
17.03 2.30 2.29 1785.33 1792.15 3.41
17.07 2.29 2.28 1783.12 1789.92 3.40
17.10 2.28 2.27 1780.93 1787.69 3.38
17.13 2.27 2.26 1778.74 1785.48 3.37
17.17 2.26 2.26 1776.57 1783.28 3.35
17.20 2.26 2.25 1774.40 1781.09 3.34
17.23 2.25 2.24 1772.25 1778.91 3.33

HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

17.27 2.24 2.23 1770.11 1776.74 3.31
17.30 2.23 2.22 1767.98 1774.58 3.30
17.33 2.22 2.21 1765.86 1772.43 3.29
17.37 2.21 2.21 1763.75 1770.29 3.27
17.40 2.21 2.20 1761.64 1768.16 3.26
17.43 2.20 2.19 1759.55 1766.05 3.25
17.47 2.19 2.18 1757.47 1763.94 3.23
17.50 2.18 2.17 1755.40 1761.84 3.22
17.53 2.17 2.16 1753.34 1759.75 3.21
17.57 2.16 2.15 1751.29 1757.67 3.19
17.60 2.15 2.15 1749.24 1755.61 3.18
17.63 2.15 2.14 1747.21 1753.55 3.17
17.67 2.14 2.13 1745.19 1751.49 3.15
17.70 2.13 2.12 1743.17 1749.45 3.14
17.73 2.12 2.11 1741.16 1747.42 3.13
17.77 2.11 2.10 1739.16 1745.39 3.12
17.80 2.10 2.10 1737.17 1743.38 3.10
17.83 2.10 2.09 1735.19 1741.37 3.09
17.87 2.09 2.08 1733.22 1739.37 3.08
17.90 2.08 2.07 1731.25 1737.38 3.07
17.93 2.07 2.06 1729.29 1735.40 3.05
17.97 2.06 2.05 1727.34 1733.42 3.04
18.00 2.05 2.04 1725.40 1731.46 3.03
18.03 2.04 2.04 1723.47 1729.50 3.02
18.07 2.04 2.03 1721.54 1727.55 3.00
18.10 2.03 2.02 1719.62 1725.60 2.99
18.13 2.02 2.01 1717.71 1723.67 2.98
18.17 2.01 2.00 1715.80 1721.74 2.97
18.20 2.00 1.99 1713.91 1719.82 2.95
18.23 1.99 1.98 1712.01 1717.90 2.94
18.27 1.98 1.98 1710.13 1715.99 2.93
18.30 1.98 1.97 1708.25 1714.09 2.92
18.33 1.97 1.96 1706.38 1712.20 2.91
18.37 1.96 1.95 1704.52 1710.31 2.90
18.40 1.95 1.94 1702.66 1708.43 2.88
18.43 1.94 1.93 1700.81 1706.55 2.87
18.47 1.93 1.92 1698.97 1704.69 2.86
18.50 1.92 1.92 1697.13 1702.82 2.85
18.53 1.92 1.91 1695.30 1700.97 2.84
18.57 1.91 1.90 1693.47 1699.12 2.82
18.60 1.90 1.89 1691.65 1697.28 2.81
18.63 1.89 1.88 1689.83 1695.44 2.80

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
1]

1
u

fl

18.67 1.88 1.87 1688.03 1693.61 2.79
18.70 1.87 1.86 1686.22 1691.78 2.78
18.73 1.86 1.86 1684.43 1689.96 2.77
18.77 1.86 1.85 1682.63 1688.14 2.76
18.80 1.85 1.84 1680.85 1686.34 2.74
18.83 1.84 1.83 1679.07 1684.53 2.73
18.87 1.83 1.82 1677.29 1682.73 2.72
18.90 1.82 1.81 1675.52 1680.94 2.71
18.93 1.81 1.80 1673.75 1679.15 2.70
18.97 1.80 1.79 1671.99 1677.37 2.69
19.00 1.79 1.79 1670.24 1675.59 2.68
19.03 1.79 1.78 1668.49 1673.82 2.67
19.07 1.78 1.77 1666.74 1672.05 2.65
19.10 1.77 1.76 1665.00 1670.29 2.64
19.13 1.76 1.75 1663.26 1668.53 2.63
19.17 1.75 1.74 1661.53 1666.77 2.62
19.20 1.74 1.73 1659.80 1665.02 2.61
19.23 1.73 1.72 1658.06 1663.28 2.61
19.27 1.72 1.72 1656.31 1661.52 2.61
19.30 1.72 1.71 1654.53 1659.74 2.61
19.33 1.71 1.70 1652.75 1657.96 2.60
19.37 1.70 1.69 1650.95 1656.15 2.60
19.40 1.69 1.68 1649.13 1654.34 2.60
19.43 1.68 1.67 1647.31 1652.50 2.60
19.47 1.67 1.66 1645.46 1650.66 2.60
19.50 1.66 1.65 1643.60 1648.80 2.60
19.53 1.65 1.64 1641.73 1646.92 2.59
19.57 1.64 1.64 1639.85 1645.03 2.59
19.60 1.64 1.63 1637.94 1643.13 2.59
19.63 1.63 1.62 1636.03 1641.21 2.59
19.67 1.62 1.61 1634.10 1639.27 2.59
19.70 1.61 1.60 1632.16 1637.33 2.59
19.73 1.60 1.59 1630.20 1635.36 2.58
19.77 1.59 1.58 1628.22 1633.39 2.58
19.80 1.58 1.57 1626.24 1631.40 2.58
19.83 1.57 1.56 1624.23 1629.39 2.58
19.87 1.56 1.56 1622.22 1627.37 2.58
19.90 1.56 1.55 1620.19 1625.34 2.58
19.93 1.55 1.54 1618.14 1623.29 2.57
19.97 1.54 1.53 1616.09 1621.23 2.57
20.00 1.53 1.52 1614.01 1619.15 2.57
20.03 1.52 1.51 1611.93 1617.06 2.57

HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW (i) INFLOW (j)
hrs cfs cfs

I
2S/dt-O (i) 2S/dt+O (j) OUTFLOW
cfs cfs cfs
20.07 1.51 1.50 1609.82 1614.96 2.57
20.10 1.50 1.49 1607.71 1612.84 2.56
20.13 1.49 1.49 1605.58 1610.71 2.56
20.17 1.49 1.48 1603.44 1608.56 2.56
20.20 1.48 1.47 1601.29 1606.41 2.56
20.23 1.47 1.46 1599.12 1604.24 2.56
20.27 1.46 1.46 1596.95 1602.06 2.56
20.30 1.46 1.45 1594.76 1599.87 2.55
20.33 1.45 1.45 1592.57 1597.68 2.55
20.37 1.45 1.44 1590.37 1595.47 2.55
20.40 1.44 1.44 1588.17 1593.27 2.55
20.43 1.44 1.44 1585.96 1591.05 2.55
20.47 1.44 1.43 1583.75 1588.84 2.54
20.50 1.43 1.43 1581.53 1586.62 2.54
20.53 1.43 1.43 1579.31 1584.39 2.54
20.57 1.43 1.42 1577.09 1582.17 2.54
20.60 1.42 1.42 1574.87 1579.94 2.54
20.63 1.42 1.42 1572.65 1577.72 2.53
20.67 1.42 1.42 1570.43 1575.49 2.53
20.70 1.42 1.42 1568.20 1573.26 2.53
20.73 1.42 1.42 1565.98 1571.04 2.53
20.77 1.42 1.41 1563.76 1568.81 2.53
20.80 1.41 1.41 1561.54 1566.59 2.53
20.83 1.41 1.41 1559.32 1564.36 2.52
20.87 1.41 1.41 1557.10 1562.14 2.52
20.90 1.41 1.41 1554.88 1559.92 2.52
20.93 1.41 1.41 1552.66 1557.70 2.52
20.97 1.41 1.40 1550.44 1555.47 2.52
21.00 1.40 1.40 1548.23 1553.25 2.51
21.03 1.40 1.40 1546.01 1551.03 2.51
21.07 1.40 1.40 1543.79 1548.81 2.51
21.10 1.40 1.40 1541.58 1546.59 2.51
21.13 1.40 1.40 1539.36 1544.37 2.51
21.17 1.40 1.39 1537.15 1542.16 2.50
21.20 1.39 1.39 1534.93 1539.94 2.50
21.23 1.39 1.39 1532.72 1537.72 2.50
21.27 1.39 1.39 1530.51 1535.50 2.50
21.30 1.39 1.39 1528.29 1533.29 2.50
21.33 1.39 1.39 1526.08 1531.07 2.49
21.37 1.39 1.38 1523.87 1528.86 2.49
21.40 1.38 1.38 1521.66 1526.64 2.49
21.43 1.38 1.38 1519.45 1524.43 2.49

HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW ( i ) INFLOW ( j )
hrs cfs cfs

11

2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
cfs cfs cfs
21.47 1.38 1.38 1517.24 1522.21 2.49
21.50 1.38 1.38 1515.03 1520.00 2.49
21.53 1.38 1.38 1512.82 1517.79 2.48
21.57 1.38 1.37 1510.61 1515.58 2.48
21.60 1.37 1.37 1508.41 1513.37 2.48
21.63 1.37 1.37 1506.20 1511.15 2.48
21.67 1.37 1.37 1503.99 1508.94 2.48
21.70 1.37 1.37 1501.79 1506.73 2.47
21.73 1.37 1.37 1499.58 1504.52 2.47
21.77 1.37 1.36 1497.38 1502.32 2.47
21.80 1.36 1.36 1495.17 1500.11 2.47
21.83 1.36 1.36 1492.97 1497.90 2.47
21.87 1.36 1.36 1490.77 1495.69 2.46
21.90 1.36 1.36 1488.57 1493.49 2.46
21.93 1.36 1.36 1486.38 1491.29 2.46
21.97 1.36 1.36 1484.19 1489.09 2.45
22.00 1.36 1.35 1482.00 1486.90 2.45
22.03 1.35 1.35 1479.81 1484.71 2.45
22.07 1.35 1.35 1477.63 1482.52 2.44
22.10 1.35 1.35 1475.45 1480.33 2.44
22.13 1.35 1.35 1473.28 1478.15 2.44
22.17 1.35 1.35 1471.11 1475.97 2.43
22.20 1.35 1.34 1468.94 1473.80 2.43
22.23 1.34 1.34 1466.77 1471.63 2.43
22.27 1.34 1.34 1464.61 1469.46 2.42
22.30 1.34 1.34 1462.45 1467.29 2.42
22.33 1.34 1.34 1460.29 1465.13 2.42
22.37 1.34 1.34 1458.13 1462.96 2.41
22.40 1.34 1.33 1455.98 1460.81 2.41
22.43 1.33 1.33 1453.83 1458.65 2.41
22.47 1.33 1.33 1451.69 1456.50 2.41
22.50 1.33 1.33 1449.55 1454.35 2.40
22.53 1.33 1.33 1447.41 1452.21 2.40
22.57 1.33 1.33 1445.27 1450.06 2.40
22.60 1.33 1.32 1443.14 1447.92 2.39
22.63 1.32 1.32 1441.00 1445.78 2.39
22.67 1.32 1.32 1438.88 1443.65 2.39
22.70 1.32 1.32 1436.75 1441.52 2.38
22.73 1.32 1.32 1434.63 1439.39 2.38
22.77 1.32 1.32 1432.51 1437.26 2.38
22.80 1.32 1.31 1430.39 1435.14 2.37
22.83 1.31 1.31 1428.28 1433.02 2.37

I1
HYDROGRAPH DISCHARGE TABLE Cont'd
I TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

22.87 1.31 1.31 1426.17 1430.90 2.37
22.90 1.31 1.31 1424.06 1428.79 2.37
22.93 1.31 1.31 1421.95 1426.68 2.36
22.97 1.31 1.31 1419.85 1424.57 2.36
23.00 1.31 1.30 1417.75 1422.46 2.36
23.03 1.30 1.30 1415.65 1420.36 2.35
23.07 1.30 1.30 1413.56 1418.26 2.35
23.10 1.30 1.30 1411.47 1416.16 2.35
23.13 1.30 1.30 1409.38 1414.07 2.34
23.17 1.30 1.29 1407.29 1411.97 2.34
23.20 1.29 1.29 1405.21 1409.88 2.34
23.23 1.29 1.29 1403.13 1407.80 2.33
23.27 1.29 1.29 1401.05 1405.71 2.33
23.30 1.29 1.29 1398.97 1403.63 2.33
23.33 1.29 1.29 1396.90 1401.55 2.33
23.37 1.29 1.28 1394.83 1399.48 2.32
23.40 1.28 1.28 1392.76 1397.40 2.32
23.43 1.28 1.28 1390.70 1395.33 2.32
23.47 1.28 1.28 1388.64 1393.26 2.31
23.50 1.28 1.28 1386.58 1391.20 2.31
23.53 1.28 1.28 1384.52 1389.14 2.31
23.57 1.28 1.27 1382.47 1387.08 2.30
23.60 1.27 1.27 1380.42 1385.02 2.30
23.63 1.27 1.27 1378.37 1382.96 2.30
23.67 1.27 1.27 1376.32 1380.91 2.30
23.70 1.27 1.27 1374.28 1378.86 2.29
23.73 1.27 1.27 1372.23 1376.81 2.29
23.77 1.27 1.26 1370.20 1374.77 2.29
23.80 1.26 1.26 1368.16 1372.73 2.28
23.83 1.26 1.26 1366.13 1370.69 2.28
23.87 1.26 1.26 1364.09 1368.65 2.28
23.90 1.26 1.26 1362.07 1366.61 2.27
23.93 1.26 1.26 1360.04 1364.58 2.27
23.97 1.26 0.00 1358.02 1362.55 2.27
24.00 0.00 0.00 1354.74 1359.27 2.26
Maximum outflow (cfs) = 7.04
Maximum storage (cu ft) = 124677
Maximum elevation (ft) = 84.24

City of Rocky Mount LCID Landfill Extended Detention Wetland 2
Stormwater Management
10 YEAR - 5 MINUTE STORM: INFLOW HYDROGRAPH
Qp = 21.2 RATIONAL 10 Yr

HGU = 2 min 13 VGU = 5.8 cfs
VOL = (cult/acft) = 15262 / 0.356
1
1
HYDROLOGIC REPORT
10 YR STORM INFLOW....
WETLAND 2 .............
Hyd. No. 13
Hydrograph type = RATIONAL
Storm frequency = 10 yr
Time of conc. = 12 min
Runoff coeff. _ .15
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW
(hrs cfs)
TIME--OUTFLOW
(hrs cfs)
0.02 1.77
0.08 8.83
0.15 15.90
0.22 19.43
0.28 12.36
0.35 5.30
0.03 3.53
0.10 10.60
0.17 17.66
0.23 17.66
0.30 10.60
0.37 3.53
Peak discharge = 21.20 cfs
Time interval = 1 min
Intensity = 5.77 in/hr
Basin area = 24.5 ac
TIME--OUTFLOW
(hrs cfs)
0.05 5.30
0.12 12.36
0.18 19.43
0.25 15.90
0.32 8.83
0.38 1.77
TIME--OUTFLOW
(hrs cfs)
0.07 7.07
0.13 14.13
0.20 21.20
0.27 14.13
0.33 7.07
0.40 0.00
' 1 HYDROLOGIC REPORT
0
' 10 YR STORM ROUTED....
WETLAND 2 .............
......................
Hyd. No. 14
' Hydrograph type = RESERVOIR ROUTE Peak discharge = 0.14 cfs
Storm frequency = 10 yr Time interval = 1 min
' Inflow hyd. no. = 13 Reservoir no. = 2

HYDROGRAPH DISCHARGE TABLE
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+0 (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
' 0.00 0.00 1.77 0.00 0.00 0.00
0.02 1.77 3.53 1.77 1.77 0.00
0.03 3.53 5.30 7.06 7.06 0.00
0.05 5.30 7.07 15.89 15.89 0.00
' 0.07 7.07 8.83 28.24 28.25 0.01
0.08 8.83 10.60 44.11 44.14 0.01
0.10 10.60 12.36 63.51 63.54 0
01
' 0.12 12.36 14.13 86.44 86.48 .
0.02
0.13 14.13 15.90 112.88 112.93 0.03
0.15 15.90 17.66 142.84 142.91 0.03
0.17 17.66 19.43 176.32 176.40 0.04
' 0.18 19.43 21.20 213.31 213.41 0.05
0.20 21.20 19.43 253.82 253.94 0.06
' 0.22
0.23 19.43
17.66 17.66
15.90 294.31
331.25 294.45
331.40 0.07
0.08
0.25 15.90 14.13 364.63 364.81 0.09
0.27 14.13 12.36 394.45 394.66 0.10
' 0.28 12.36 10.60 420.73 420.95 0.11
0.30 10.60 8.83 443.46 443.69 0.12
0.32 8.83 7.07 462.63 462.89 0.13
0.33 7.07 5.30 478.27 478.53 0.13
' 0.35 5.30 3.53 490.36 490.63 0.14
0.37 3.53 1.77 498.92 499.20 0.14
0.38
40
0 1.77
0
00 0.00
0
00 503.94
505
42 504.22
0 0.14
. . . . 5
5.70 0.14

1 HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

C
i

i

C

r

0.42 0.00 0.00 505.14 505.42 0.14
0.43 0.00 0.00 504.86 505.14 0.14
0.45 0.00 0.00 504.57 504.86 0.14
0.47 0.00 0.00 504.29 504.57 0.14
0.48 0.00 0.00 504.01 504.29 0.14
0.50 0.00 0.00 503.73 504.01 0.14
0.52 0.00 0.00 503.45 503.73 0.14
0.53 0.00 0.00 503.17 503.45 0.14
0.55 0.00 0.00 502.89 503.17 0.14
0.57 0.00 0.00 502.61 502.89 0.14
0.58 0.00 0.00 502.33 502.61 0.14
0.60 0.00 0.00 502.05 502.33 0.14
0.62 0.00 0.00 501.77 502.05 0.14
0.63 0.00 0.00 501.49 501.77 0.14
0.65 0.00 0.00 501.21 501.49 0.14
0.67 0.00 0.00 500.93 501.21 0.14
0.68 0.00 0.00 500.65 500.93 0.14
0.70 0.00 0.00 500.38 500.65 0.14
0.72 0.00 0.00 500.10 500.38 0.14
0.73 0.00 0.00 499.82 500.10 0.14
0.75 0.00 0.00 499.54 499.82 0.14
0.77 0.00 0.00 499.26 499.54 0.14
0.78 0.00 0.00 498.99 499.26 0.14
0.80 0.00 0.00 498.71 498.99 0.14
0.82 0.00 0.00 498.43 498.71 0.14
0.83 0.00 0.00 498.15 498.43 0.14
0.85 0.00 0.00 497.88 498.15 0.14
0.87 0.00 0.00 497.60 497.88 0.14
0.88 0.00 0.00 497.32 497.60 0.14
0.90 0.00 0.00 497.05 497.32 0.14
0.92 0.00 0.00 496.77 497.05 0.14
0.93 0.00 0.00 496.50 496.77 0.14
0.95 0.00 0.00 496.22 496.50 0.14
0.97 0.00 0.00 495.95 496.22 0.14
0.98 0.00 0.00 495.67 495.95 0.14
1.00 0.00 0.00 495.40 495.67 0.14
1.02 0.00 0.00 495.12 495.40 0.14
1.03 0.00 0.00 494.85 495.12 0.14
1.05 0.00 0.00 494.57 494.85 0.14
1.07 0.00 0.00 494.30 494.57 0.14
1.08 0.00 0.00 494.02 494.30 0.14
1.10 0.00 0.00 493.75 494.02 0.14

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j)
hrs cfs cfs

L?

2S/dt-O (i) 2S/dt+O (j) OUTFLOW
cfs cfs cfs
1.12 0.00 0.00 493.48 493.75 0.14
1.13 0.00 0.00 493.20 493.48 0.14
1.15 0.00 0.00 492.93 493.20 0.14
1.17 0.00 0.00 492.66 492.93 0.14
1.18 0.00 0.00 492.38 492.66 0.14
1.20 0.00 0.00 492.11 492.38 0.14
1.22 0.00 0.00 491.84 492.11 0.14
1.23 0.00 0.00 491.57 491.84 0.14
1.25 0.00 0.00 491.30 491.57 0.14
1.27 0.00 0.00 491.02 491.30 0.14
1.28 0.00 0.00 490.75 491.02 0.14
1.30 0.00 0.00 490.48 490.75 0.14
1.32 0.00 0.00 490.21 490.48 0.14
1.33 0.00 0.00 489.94 490.21 0.14
1.35 0.00 0.00 489.67 489.94 0.14
1.37 0.00 0.00 489.40 489.67 0.14
1.38 0.00 0.00 489.13 489.40 0.14
1.40 0.00 0.00 488.86 489.13 0.14
1.42 0.00 0.00 488.59 488.86 0.14
1.43 0.00 0.00 488.32 488.59 0.13
1.45 0.00 0.00 488.05 488.32 0.13
1.47 0.00 0.00 487.78 488.05 0.13
1.48 0.00 0.00 487.51 487.78 0.13
1.50 0.00 0.00 487.24 487.51 0.13
1.52 0.00 0.00 486.97 487.24 0.13
1.53 0.00 0.00 486.70 486.97 0.13
1.55 0.00 0.00 486.43 486.70 0.13
1.57 0.00 0.00 486.17 486.43 0.13
1.58 0.00 0.00 485.90 486.17 0.13
1.60 0.00 0.00 485.63 485.90 0.13
1.62 0.00 0.00 485.36 485.63 0.13
1.63 0.00 0.00 485.09 485.36 0.13
1.65 0.00 0.00 484.83 485.09 0.13
1.67 0.00 0.00 484.56 484.83 0.13
1.68 0.00 0.00 484.29 484.56 0.13
1.70 0.00 0.00 484.03 484.29 0.13
1.72 0.00 0.00 483.76 484.03 0.13
1.73 0.00 0.00 483.49 483.76 0.13
1.75 0.00 0.00 483.23 483.49 0.13
1.77 0.00 0.00 482.96 483.23 0.13
1.78 0.00 0.00 482.70 482.96 0.13
1.80 0.00 0.00 482.43 482.70 0.13

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
1.82 0.00 0.00 482.16 482.43 0.13
1.83 0.00 0.00 481.90 482.16 0.13
1.85 0.00 0.00 481.63 481.90 0.13
1.87 0.00 0.00 481.37 481.63 0.13
' 1.88 0.00 0.00 481.11 481.37 0.13
1.90 0.00 0.00 480.84 481.11 0.13
1.92 0.00 0.00 480.58 480.84 0.13
1.93 0.00 0.00 480.31 480.58 0.13
' 1.95 0.00 0.00 480.05 480.31 0.13
1.97 0.00 0.00 479.79 480.05 0.13
1.98
2.00 0.00
0.00 0.00
0.00 479.52
479.26 479.79
479.52 0.13
0.13
2.02 0.00 0.00 479.00 479.26 0.13
2.03 0.00 0.00 478.73 479.00 0.13
2.05 0.00 0.00 478.47 478.73 0.13
2.07 0.00 0.00 478.21 478.47 0.13
2.08 0.00 0.00 477.94 478.21 0.13
2.10 0.00 0.00 477.68 477.94 0.13
' 2.12 0.00 0.00 477.42 477.68 0.13
2.13 0.00 0.00 477.16 477.42 0.13
' 2.15
2.17 0.00
0.00 0.00
0.00 476.90
476.64 477.16
476.90 0.13
0.13
2.18 0.00 0.00 476.37 476.64 0.13
2.20 0.00 0.00 476.11 476.37 0.13
' 2.22 0.00 0.00 475.85 476.11 0.13
2.23 0.00 0.00 475.59 475.85 0.13
2.25 0.00 0.00 475.33 475.59 0.13
2.27 0.00 0.00 475.07 475.33 0.13
' 2.28 0.00 0.00 474.81 475.07 0.13
2.30 0.00 0.00 474.55 474.81 0.13
2.32 0.00 0.00 474
29 474
55 0
13
' 2.33 0.00 0.00 .
474.03 .
474.29 .
0.13
2.35 0.00 0.00 473.77 474.03 0.13
2.37 0.00 0.00 473.51 473.77 0.13
' 2.38 0.00 0.00 473.26 473.51 0.13
2.40 0.00 0.00 473.00 473.26 0.13
2.42 0.00 0.00 472.74 473.00 0.13
2.43 0.00 0.00 472.48 472.74 0.13
' 2.45 0.00 0.00 472.22 472.48 0.13
2.47 0.00 0.00 471.96 472.22 0.13
2.48 0.00 0.00 471.71 471.96 0.13
' 2.50 0.00 0.00 471.45 471.71 0.13

I HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
2.52
2.53 0.00
0.00 0.00
0.00 471.19
470.93 471.45
471.19 0.13
0.13
2.55 0.00 0.00 470.68 470.93 0.13
2.57 0.00 0.00 470.42 470.68 0.13
2.58 0.00 0.00 470.16 470.42 0.13
2.60 0.00 0.00 469.91 470.16 0.13
2.62 0.00 0.00 469.65 469.91 0.13
2.63 0.00 0.00 469.39 469.65 0.13
' 2.65 0.00 0.00 469.14 469.39 0.13
2.67 0.00 0.00 468.88 469.14 0.13
2.68
2.70 0.00
0.00 0.00
0.00 468.63
468.37 468.88
468.63 0.13
0.13
2.72 0.00 0.00 468.12 468.37 0.13
2.73 0.00 0.00 467.86 468.12 0.13
' 2.75 0.00 0.00 467.61 467.86 0.13
2.77 0.00 0.00 467.35 467.61 0.13
2.78 0.00 0.00 467.10 467.35 0.13
2.80 0.00 0.00 466.84 467.10 0.13
2.82 0.00 0.00 466.59 466.84 0.13
2.83 0.00 0.00 466.34 466.59 0.13
' 2.85
2.87 0.00
0.00 0.00
0.00 466.08
465.83 466.34
466.08 0.13
0.13
2.88 0.00 0.00 465.57 465.83 0.13
2.90 0.00 0.00 465.32 465.57 0.13
' 2.92 0.00 0.00 465.07 465.32 0.13
2.93 0.00 0.00 464.82 465.07 0.13
2.95 0.00 0.00 464.56 464.82 0.13
2.97 0.00 0.00 464.31 464.56 0.13
2.98 0.00 0.00 464.06 464.31 0.13
3.00 0.00 0.00 463.81 464.06 0.13
3.02 0.00 0.00 463.55 463.81 0.13
' 3.03 0.00 0.00 463.30 463.55 0.13
3.05 0.00 0.00 463.05 463.30 0.13
3.07 0.00 0.00 462.80 463.05 0.13
3.08 0.00 0.00 462.55 462.80 0.13
' 3.10 0.00 0.00 462.30 462.55 0.13
3.12 0.00 0.00 462.05 462.30 0.13
3.13 0.00 0.00 461.80 462.05 0.13
3.15 0.00 0.00 461.55 461.80 0.13
3.17 0.00 0.00 461.30 461.55 0.13
3.18 0.00 0.00 461.05 461.30 0.13
' 3.20 0.00 0.00 460.80 461.05 0.12

f

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
3.22 0.00 0.00 460.55 460.80 0.12
3.23 0.00 0.00 460.30 460.55 0.12
3.25 0.00 0.00 460.05 460.30 0.12
3.27 0.00 0.00 459.80 460.05 0.12
3.28 0.00 0.00 459.55 459.80 0.12
3.30 0.00 0.00 459.30 459.55 0.12
3.32 0.00 0.00 459.05 459.30 0.12
3.33 0.00 0.00 458.80 459.05 0.12
3.35 0.00 0.00 458.55 458.80 0.12
3.37 0.00 0.00 458.31 458.55 0.12
3.38 0.00 0.00 458.06 458.31 0.12
3.40 0.00 0.00 457.81 458.06 0.12
3.42 0.00 0.00 457.56 457.81 0.12
3.43 0.00 0.00 457.32 457.56 0.12
3.45 0.00 0.00 457.07 457.32 0.12
3.47 0.00 0.00 456.82 457.07 0.12
3.48 0.00 0.00 456.57 456.82 0.12
3.50 0.00 0.00 456.33 456.57 0.12
3.52 0.00 0.00 456.08 456.33 0.12
3.53 0.00 0.00 455.84 456.08 0.12
3.55 0.00 0.00 455.59 455.84 0.12
3.57 0.00 0.00 455.34 455.59 0.12
3.58 0.00 0.00 455.10 455.34 0.12
3.60 0.00 0.00 454.85 455.10 0.12
3.62 0.00 0.00 454.61 454.85 0.12
3.63 0.00 0.00 454.36 454.61 0.12
3.65 0.00 0.00 454.12 454.36 0.12
3.67 0.00 0.00 453.87 454.12 0.12
3.68 0.00 0.00 453.63 453.87 0.12
3.70 0.00 0.00 453.38 453.63 0.12
3.72 0.00 0.00 453.14 453.38 0.12
3.73 0.00 0.00 452.89 453.14 0.12
3.75 0.00 0.00 452.65 452.89 0.12
3.77 0.00 0.00 452.41 452.65 0.12
3.78 0.00 0.00 452.16 452.41 0.12
3.80 0.00 0.00 451.92 452.16 0.12
3.82 0.00 0.00 451.68 451.92 0.12
3.83 0.00 0.00 451.43 451.68 0.12
3.85 0.00 0.00 451.19 451.43 0.12
3.87 0.00 0.00 450.95 451.19 0.12
3.88 0.00 0.00 450.70 450.95 0.12
3.90 0.00 0.00 450.46 450.70 0.12

1 HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

3.92 0.00 0.00 450.22 450.46 0.12
3.93 0.00 0.00 449.98 450.22 0.12
3.95 0.00 0.00 449.74 449.98 0.12
3.97 0.00 0.00 449.49 449.74 0.12
3.98 0.00 0.00 449.25 449.49 0.12
4.00 0.00 0.00 449.01 449.25 0.12
4.02 0.00 0.00 448.77 449.01 0.12
4.03 0.00 0.00 448.53 448.77 0.12
4.05 0.00 0.00 448.29 448.53 0.12
4.07 0.00 0.00 448.05 448.29 0.12
4.08 0.00 0.00 447.81 448.05 0.12
4.10 0.00 0.00 447.57 447.81 0.12
4.12 0.00 0.00 447.33 447.57 0.12
4.13 0.00 0.00 447.09 447.33 0.12
4.15 0.00 0.00 446.85 447.09 0.12
4.17 0.00 0.00 446.61 446.85 0.12
4.18 0.00 0.00 446.37 446.61 0.12
4.20 0.00 0.00 446.13 446.37 0.12
4.22 0.00 0.00 445.89 446.13 0.12
4.23 0.00 0.00 445.65 445.89 0.12
4.25 0.00 0.00 445.41 445.65 0.12
4.27 0.00 0.00 445.17 445.41 0.12
4.28 0.00 0.00 444.93 445.17 0.12
4.30 0.00 0.00 444.70 444.93 0.12
4.32 0.00 0.00 444.46 444.70 0.12
4.33 0.00 0.00 444.22 444.46 0.12
4.35 0.00 0.00 443.98 444.22 0.12
4.37 0.00 0.00 443.74 443.98 0.12
4.38 0.00 0.00 443.51 443.74 0.12
4.40 0.00 0.00 443.27 443.51 0.12
4.42 0.00 0.00 443.03 443.27 0.12
4.43 0.00 0.00 442.80 443.03 0.12
4.45 0.00 0.00 442.56 442.80 0.12
4.47 0.00 0.00 442.32 442.56 0.12
4.48 0.00 0.00 442.09 442.32 0.12
4.50 0.00 0.00 441.85 442.09 0.12
4.52 0.00 0.00 441.61 441.85 0.12
4.53 0.00 0.00 441.38 441.61 0.12
4.55 0.00 0.00 441.14 441.38 0.12
4.57 0.00 0.00 440.91 441.14 0.12
4.58 0.00 0.00 440.67 440.91 0.12
4.60 0.00 0.00 440.44 440.67 0.12

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

1

4.62 0.00 0.00 440.20 440.44 0.12
4.63 0.00 0.00 439.97 440.20 0.12
4.65 0.00 0.00 439.73 439.97 0.12
4.67 0.00 0.00 439.50 439.73 0.12
4.68 0.00 0.00 439.26 439.50 0.12
4.70 0.00 0.00 439.03 439.26 0.12
4.72 0.00 0.00 438.80 439.03 0.12
4.73 0.00 0.00 438.56 438.80 0.12
4.75 0.00 0.00 438.33 438.56 0.12
4.77 0.00 0.00 438.09 438.33 0.12
4.78 0.00 0.00 437.86 438.09 0.12
4.80 0.00 0.00 437.63 437.86 0.12
4.82 0.00 0.00 437.39 437.63 0.12
4.83 0.00 0.00 437.16 437.39 0.12
4.85 0.00 0.00 436.93 437.16 0.12
4.87 0.00 0.00 436.70 436.93 0.12
4.88 0.00 0.00 436.46 436.70 0.12
4.90 0.00 0.00 436.23 436.46 0.12
4.92 0.00 0.00 436.00 436.23 0.12
4.93 0.00 0.00 435.77 436.00 0.12
4.95 0.00 0.00 435.54 435.77 0.12
4.97 0.00 0.00 435.31 435.54 0.12
4.98 0.00 0.00 435.07 435.31 0.12
5.00 0.00 0.00 434.84 435.07 0.12
5.02 0.00 0.00 434.61 434.84 0.12
5.03 0.00 0.00 434.38 434.61 0.12
5.05 0.00 0.00 434.15 434.38 0.12
5.07 0.00 0.00 433.92 434.15 0.12
5.08 0.00 0.00 433.69 433.92 0.12
5.10 0.00 0.00 433.46 433.69 0.12
5.12 0.00 0.00 433.23 433.46 0.11
5.13 0.00 0.00 433.00 433.23 0.11
5.15 0.00 0.00 432.77 433.00 0.11
5.17 0.00 0.00 432.54 432.77 0.11
5.18 0.00 0.00 432.31 432.54 0.11
5.20 0.00 0.00 432.08 432.31 0.11
5.22 0.00 0.00 431.85 432.08 0.11
5.23 0.00 0.00 431.63 431.85 0.11
5.25 0.00 0.00 431.40 431.63 0.11
5.27 0.00 0.00 431.17 431.40 0.11
5.28 0.00 0.00 430.94 431.17 0.11
5.30 0.00 0.00 430.71 430.94 0.11

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

5.32 0.00 0.00 430.48 430.71 0.11
5.33 0.00 0.00 430.26 430.48 0.11
5.35 0.00 0.00 430.03 430.26 0.11
5.37 0.00 0.00 429.80 430.03 0.11
5.38 0.00 0.00 429.57 429.80 0.11
5.40 0.00 0.00 429.35 429.57 0.11
5.42 0.00 0.00 429.12 429.35 0.11
5.43 0.00 0.00 428.89 429.12 0.11
5.45 0.00 0.00 428.67 428.89 0.11
5.47 0.00 0.00 428.44 428.67 0.11
5.48 0.00 0.00 428.21 428.44 0.11
5.50 0.00 0.00 427.99 428.21 0.11
5.52 0.00 0.00 427.76 427.99 0.11
5.53 0.00 0.00 427.54 427.76 0.11
5.55 0.00 0.00 427.31 427.54 0.11
5.57 0.00 0.00 427.08 427.31 0.11
5.58 0.00 0.00 426.86 427.08 0.11
5.60 0.00 0.00 426.63 426.86 0.11
5.62 0.00 0.00 426.41 426.63 0.11
5.63 0.00 0.00 426.18 426.41 0.11
5.65 0.00 0.00 425.96 426.18 0.11
5.67 0.00 0.00 425.73 425.96 0.11
5.68 0.00 0.00 425.51 425.73 0.11
5.70 0.00 0.00 425.29 425.51 0.11
5.72 0.00 0.00 425.06 425.29 0.11
5.73 0.00 0.00 424.84 425.06 0.11
5.75 0.00 0.00 424.61 424.84 0.11
5.77 0.00 0.00 424.39 424.61 0.11
5.78 0.00 0.00 424.17 424.39 0.11
5.80 0.00 0.00 423.94 424.17 0.11
5.82 0.00 0.00 423.72 423.94 0.11
5.83 0.00 0.00 423.50 423.72 0.11
5.85 0.00 0.00 423.28 423.50 0.11
5.87 0.00 0.00 423.05 423.28 0.11
5.88 0.00 0.00 422.83 423.05 0.11
5.90 0.00 0.00 422.61 422.83 0.11
5.92 0.00 0.00 422.39 422.61 0.11
5.93 0.00 0.00 422.16 422.39 0.11
5.95 0.00 0.00 421.94 422.16 0.11
5.97 0.00 0.00 421.72 421.94 0.11
5.98 0.00 0.00 421.50 421.72 0.11
6.00 0.00 0.00 421.28 421.50 0.11

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

6.02 0.00 0.00 421.06 421.28 0.11
6.03 0.00 0.00 420.84 421.06 0.11
6.05 0.00 0.00 420.62 420.84 0.11
6.07 0.00 0.00 420.39 420.62 0.11
6.08 0.00 0.00 420.17 420.39 0.11
6.10 0.00 0.00 419.95 420.17 0.11
6.12 0.00 0.00 419.73 419.95 0.11
6.13 0.00 0.00 419.51 419.73 0.11
6.15 0.00 0.00 419.29 419.51 0.11
6.17 0.00 0.00 419.07 419.29 0.11
6.18 0.00 0.00 418.85 419.07 0.11
6.20 0.00 0.00 418.64 418.85 0.11
6.22 0.00 0.00 418.42 418.64 0.11
6.23 0.00 0.00 418.20 418.42 0.11
6.25 0.00 0.00 417.98 418.20 0.11
6.27 0.00 0.00 417.76 417.98 0.11
6.28 0.00 0.00 417.54 417.76 0.11
6.30 0.00 0.00 417.32 417.54 0.11
6.32 0.00 0.00 417.10 417.32 0.11
6.33 0.00 0.00 416.89 417.10 0.11
6.35 0.00 0.00 416.67 416.89 0.11
6.37 0.00 0.00 416.45 416.67 0.11
6.38 0.00 0.00 416.23 416.45 0.11
6.40 0.00 0.00 416.01 416.23 0.11
6.42 0.00 0.00 4.15.80 416.01 0.11
6.43 0.00 0.00 415.58 415.80 0.11
6.45 0.00 0.00 415.36 415.58 0.11
6.47 0.00 0.00 415.15 415.36 0.11
6.48 0.00 0.00 414.93 415.15 0.11
6.50 0.00 0.00 414.71 414.93 0.11
6.52 0.00 0.00 414.50 414.71 0.11
6.53 0.00 0.00 414.28 414.50 0.11
6.55 0.00 0.00 414.06 414.28 0.11
6.57 0.00 0.00 413.85 414.06 0.11
6.58 0.00 0.00 413.63 413.85 0.11
6.60 0.00 0.00 413.42 413.63 0.11
6.62 0.00 0.00 413.20 413.42 0.11
6.63 0.00 0.00 412.99 413.20 0.11
6.65 0.00 0.00 412.77 412.99 0.11
6.67 0.00 0.00 412.56 412.77 0.11
6.68 0.00 0.00 412.34 412.56 0.11
6.70 0.00 0.00 412.13 412.34 0.11

' HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
' hrs cfs cfs cfs cfs cfs
6.72 0.00 0.00 411.91 412.13 0
11
6.73 0.00 0.00 411.70 411.91 .
0.11
6.75 0.00 0.00 411.48 411.70 0.11
6.77 0.00 0.00 411.27 411.48 0.11
6.78 0.00 0.00 411.06 411.27 0.11
' 6.80 0.00 0.00 410.84 411.06 0.11
6.82 0.00 0.00 410.63 410.84 0.11
' 6.83
6.85 0.00
0.00 0.00
0.00 410.42
410.20 410.63
410.42 0.11
0.11
6.87 0.00 0.00 409.99 410.20 0.11
6.88 0.00 0.00 409.78 409.99 0.11
' 6.90 0.00 0.00 409.56 409.78 0.11
6.92 0.00 0.00 409.35 409.56 0.11
6.93 0.00 0.00 409.14 409.35 0.11
6.95 0.00 0.00 408.93 409.14 0.11
6.97 0.00 0.00 408.71 408.93 0.11
6.98 0.00 0.00 408.50 408.71 0.11
' 7.00
7.02 0.00
0.00 0.00
0.00 408.29
408.08 408.50
408.29 0.11
0.11
7.03 0.00 0.00 407.87 408.08 0.11
7.05 0.00 0.00 407.65 407.87 0.11
' 7.07 0.00 0.00 407.44 407.65 0.11
7.08 0.00 0.00 407.23 407.44 0.11
7.10 0.00 0.00 407.02 407.23 0.11
7.12 0.00 0.00 406.81 407.02 0.11
' 7.13 0.00 0.00 406.60 406.81 0.11
7.15 0.00 0.00 406.39 406.60 0.11
' 7.17
7.18 0.00
0.00 0.00
0.00 406.18
405.97 406.39
406.18 0.11
0.11
7.20 0.00 0.00 405.76 405.97 0.11
7.22 0.00 0.00 405.55 405.76 0.10
' 7.23 0.00 0.00 405.34 405.55 0.10
7.25 0.00 0.00 405.13 405.34 0.10
7.27 0.00 0.00 404.92 405.13 0.10
7.28 0.00 0.00 404.71 404.92 0.10
' 7.30 0.00 0.00 404.50 404.71 0.10
7.32 0.00 0.00 404.29 404.50 0.10
7.33 0.00 0.00 404.08 404.29 0.10
7.35 0.00 0.00 403.87 404.08 0.10
7.37 0.00 0.00 403.67 403.87 0.10
7.38 0.00 0.00 403.46 403.67 0.10
7.40 0.00 0.00 403.25 403.46 0.10

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

7.42 0.00 0.00 403.04 403.25 0.10
7.43 0.00 0.00 402.83 403.04 0.10
7.45 0.00 0.00 402.63 402.83 0.10
7.47 0.00 0.00 402.42 402.63 0.10
7.48 0.00 0.00 402.21 402.42 0.10
7.50 0.00 0.00 402.00 402.21 0.10
7.52 0.00 0.00 401.80 402.00 0.10
7.53 0.00 0.00 401.59 401.80 0.10
7.55 0.00 0.00 401.38 401.59 0.10
7.57 0.00 0.00 401.18 401.38 0.10
7.58 0.00 0.00 400.97 401.18 0.10
7.60 0.00 0.00 400.76 400.97 0.10
7.62 0.00 0.00 400.56 400.76 0.10
7.63 0.00 0.00 400.35 400.56 0.10
7.65 0.00 0.00 400.14 400.35 0.10
7.67 0.00 0.00 399.94 400.14 0.10
7.68 0.00 0.00 399.73 399.94 0.10
7.70 0.00 0.00 399.53 399.73 0.10
7.72 0.00 0.00 399.32 399.53 0.10
7.73 0.00 0.00 399.12 399.32 0.10
7.75 0.00 0.00 398.91 399.12 0.10
7.77 0.00 0.00 398.71 398.91 0.10
7.78 0.00 0.00 398.50 398.71 0.10
7.80 0.00 0.00 398.30 398.50 0.10
7.82 0.00 0.00 398.09 398.30 0.10
7.83 0.00 0.00 397.89 398.09 0.10
7.85 0.00 0.00 397.68 397.89 0.10
7.87 0.00 0.00 397.48 397.68 0.10
7.88 0.00 0.00 397.28 397.48 0.10
7.90 0.00 0.00 397.07 397.28 0.10
7.92 0.00 0.00 396.87 397.07 0.10
7.93 0.00 0.00 396.66 396.87 0.10
7.95 0.00 0.00 396.46 396.66 0.10
7.97 0.00 0.00 396.26 396.46 0.10
7.98 0.00 0.00 396.05 396.26 0.10
8.00 0.00 0.00 395.85 396.05 0.10
8.02 0.00 0.00 395.65 395.85 0.10
8.03 0.00 0.00 395.45 395.65 0.10
8.05 0.00 0.00 395.24 395.45 0.10
8.07 0.00 0.00 395.04 395.24 0.10
8.08 0.00 0.00 394.84 395.04 0.10
8.10 0.00 0.00 394.64 394.84 0.10

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

8.12 0.00 0.00 394.44 394.64 0.10
8.13 0.00 0.00 394.23 394.44 0.10
8.15 0.00 0.00 394.03 394.23 0.10
8.17 0.00 0.00 393.83 394.03 0.10
8.18 0.00 0.00 393.63 393.83 0.10
8.20 0.00 0.00 393.43 393.63 0.10
8.22 0.00 0.00 393.23 393.43 0.10
8.23 0.00 0.00 393.03 393.23 0.10
8.25 0.00 0.00 392.83 393.03 0.10
8.27 0.00 0.00 392.63 392.83 0.10
8.28 0.00 0.00 392.43 392.63 0.10
8.30 0.00 0.00 392.23 392.43 0.10
8.32 0.00 0.00 392.02 392.23 0.10
8.33 0.00 0.00 391.82 392.02 0.10
8.35 0.00 0.00 391.63 391.82 0.10
8.37 0.00 0.00 391.43 391.63 0.10
8.38 0.00 0.00 391.23 391.43 0.10
8.40 0.00 0.00 391.03 391.23 0.10
8.42 0.00 0.00 390.83 391.03 0.10
8.43 0.00 0.00 390.63 390.83 0.10
8.45 0.00 0.00 390.43 390.63 0.10
8.47 0.00 0.00 390.23 390.43 0.10
8.48 0.00 0.00 390.03 390.23 0.10
8.50 0.00 0.00 389.83 390.03 0.10
8.52 0.00 0.00 389.63 389.83 0.10
8.53 0.00 0.00 389.44 389.63 0.10
8.55 0.00 0.00 389.24 389.44 0.10
8.57 0.00 0.00 389.04 389.24 0.10
8.58 0.00 0.00 388.84 389.04 0.10
8.60 0.00 0.00 388.64 388.84 0.10
8.62 0.00 0.00 388.45 388.64 0.10
8.63 0.00 0.00 388.25 388.45 0.10
8.65 0.00 0.00 388.05 388.25 0.10
8.67 0.00 0.00 387.86 388.05 0.10
8.68 0.00 0.00 387.66 387.86 0.10
8.70 0.00 0.00 387.46 387.66 0.10
8.72 0.00 0.00 387.27 387.46 0.10
8.73 0.00 0.00 387.07 387.27 0.10
8.75 0.00 0.00 386.87 387.07 0.10
8.77 0.00 0.00 386.68 386.87 0.10
8.78 0.00 0.00 386.48 386.68 0.10
8.80 0.00 0.00 386.28 386.48 0.10

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

8.82 0.00 0.00 386.09 386.28 0.10
8.83 0.00 0.00 385.89 386.09 0.10
8.85 0.00 0.00 385.70 385.89 0.10
8.87 0.00 0.00 385.50 385.70 0.10
8.88 0.00 0.00 385.31 385.50 0.10
8.90 0.00 0.00 385.11 385.31 0.10
8.92 0.00 0.00 384.92 385.11 0.10
8.93 0.00 0.00 384.72 384.92 0.10
8.95 0.00 0.00 384.53 384.72 0.10
8.97 0.00 0.00 384.33 384.53 0.10
8.98 0.00 0.00 384.14 384.33 0.10
9.00 0.00 0.00 383.94 384.14 0.10
9.02 0.00 0.00 383.75 383.94 0.10
9.03 0.00 0.00 383.56 383.75 0.10
9.05 0.00 0.00 383.36 383.56 0.10
9.07 0.00 0.00 383.17 383.36 0.10
9.08 0.00 0.00 382.97 383.17 0.10
9.10 0.00 0.00 382.78 382.97 0.10
9.12 0.00 0.00 382.59 382.78 0.10
9.13 0.00 0.00 382.39 382.59 0.10
9.15 0.00 0.00 382.20 382.39 0.10
9.17 0.00 0.00 382.01 382.20 0.10
9.18 0.00 0.00 381.82 382.01 0.10
9.20 0.00 0.00 381.62 381.82 0.10
9.22 0.00 0.00 381.43 381.62 0.10
9.23 0.00 0.00 381.24 381.43 0.10
9.25 0.00 0.00 381.05 381.24 0.10
9.27 0.00 0.00 380.85 381.05 0.10
9.28 0.00 0.00 380.66 380.85 0.10
9.30 0.00 0.00 380.47 380.66 0.10
9.32 0.00 0.00 380.28 380.47 0.10
9.33 0.00 0.00 380.09 380.28 0.10
9.35 0.00 0.00 379.90 380.09 0.10
9.37 0.00 0.00 379.70 379.90 0.10
9.38 0.00 0.00 379.51 379.70 0.10
9.40 0.00 0.00 379.32 379.51 0.10
9.42 0.00 0.00 379.13 379.32 0.10
9.43 0.00 0.00 378.94 379.13 0.10
9.45 0.00 0.00 378.75 378.94 0.10
9.47 0.00 0.00 378.56 378.75 0.10
9.48 0.00 0.00 378.37 378.56 0.10
9.50 0.00 0.00 378.18 378.37 0.10

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

0
L
f
11

9.52 0.00 0.00 377.99 378.18 0.09
9.53 0.00 0.00 377.80 377.99 0.09
9.55 0.00 0.00 377.61 377.80 0.09
9.57 0.00 0.00 377.42 377.61 0.09
9.58 0.00 0.00 377.23 377.42 0.09
9.60 0.00 0.00 377.04 377.23 0.09
9.62 0.00 0.00 376.85 377.04 0.09
9.63 0.00 0.00 376.66 376.85 0.09
9.65 0.00 0.00 376.48 376.66 0.09
9.67 0.00 0.00 376.29 376.48 0.09
9.68 0.00 0.00 376.10 376.29 0.09
9.70 0.00 0.00 375.91 376.10 0.09
9.72 0.00 0.00 375.72 375.91 0.09
9.73 0.00 0.00 375.53 375.72 0.09
9.75 0.00 0.00 375.35 375.53 0.09
9.77 0.00 0.00 375.16 375.35 0.09
9.78 0.00 0.00 374.97 375.16 0.09
9.80 0.00 0.00 374.78 374.97 0.09
9.82 0.00 0.00 374.59 374.78 0.09
9.83 0.00 0.00 374.41 374.59 0.09
9.85 0.00 0.00 374.22 374.41 0.09
9.87 0.00 0.00 374.03 374.22 0.09
9.88 0.00 0.00 373.85 374.03 0.09
9.90 0.00 0.00 373.66 373.85 0.09
9.92 0.00 0.00 373.47 373.66 0.09
9.93 0.00 0.00 373.29 373.47 0.09
9.95 0.00 0.00 373.10 373.29 0.09
9.97 0.00 0.00 372.91 373.10 0.09
9.98 0.00 0.00 372.73 372.91 0.09
10.00 0.00 0.00 372.54 372.73 0.09
10.02 0.00 0.00 372.35 372.54 0.09
10.03 0.00 0.00 372.17 372.35 0.09
10.05 0.00 0.00 371.98 372.17 0.09
10.07 0.00 0.00 371.80 371.98 0.09
10.08 0.00 0.00 371.61 371.80 0.09
10.10 0.00 0.00 371.43 371.61 0.09
10.12 0.00 0.00 371.24 371.43 0.09
10.13 0.00 0.00 371.06 371.24 0.09
10.15 0.00 0.00 370.87 371.06 0.09
10.17 0.00 0.00 370.69 370.87 0.09
10.18 0.00 0.00 370.50 370.69 0.09
10.20 0.00 0.00 370.32 370.50 0.09

F
HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+0 (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

0

C

10.22 0.00 0.00 370.13 370.32 0.09
10.23 0.00 0.00 369.95 370.13 0.09
10.25 0.00 0.00 369.77 369.95 0.09
10.27 0.00 0.00 369.58 369.77 0.09
10.28 0.00 0.00 369.40 369.58 0.09
10.30 0.00 0.00 369.22 369.40 0.09
10.32 0.00 0.00 369.03 369.22 0.09
10.33 0.00 0.00 368.85 369.03 0.09
10.35 0.00 0.00 368.67 368.85 0.09
10.37 0.00 0.00 368.48 368.67 0.09
10.38 0.00 0.00 368.30 368.48 0.09
10.40 0.00 0.00 368.12 368.30 0.09
10.42 0.00 0.00 367.93 368.12 0.09
10.43 0.00 0.00 367.75 367.93 0.09
10.45 0.00 0.00 367.57 367.75 0.09
10.47 0.00 0.00 367.39 367.57 0.09
10.48 0.00 0.00 367.20 367.39 0.09
10.50 0.00 0.00 367.02 367.20 0.09
10.52 0.00 0.00 366.84 367.02 0.09
10.53 0.00 0.00 366.66 366.84 0.09
10.55 0.00 0.00 366.48 366.66 0.09
10.57 0.00 0.00 366.30 366.48 0.09
10.58 0.00 0.00 366.11 366.30 0.09
10.60 0.00 0.00 365.93 366.11 0.09
10.62 0.00 0.00 365.75 365.93 0.09
10.63 0.00 0.00 365.57 365.75 0.09
10.65 0.00 0.00 365.39 365.57 0.09
10.67 0.00 0.00 365.21 365.39 0.09
10.68 0.00 0.00 365.03 365.21 0.09
10.70 0.00 0.00 364.85 365.03 0.09
10.72 0.00 0.00 364.67 364.85 0.09
10.73 0.00 0.00 364.49 364.67 0.09
10.75 0.00 0.00 364.31 364.49 0.09
10.77 0.00 0.00 364.13 364.31 0.09
10.78 0.00 0.00 363.95 364.13 0.09
10.80 0.00 0.00 363.77 363.95 0.09
10.82 0.00 0.00 363.59 363.77 0.09
10.83 0.00 0.00 363.41 363.59 0.09
10.85 0.00 0.00 363.23 363.41 0.09
10.87 0.00 0.00 363.05 363.23 0.09
10.88 0.00 0.00 362.87 363.05 0.09
10.90 0.00 0.00 362.69 362.87 0.09

HYDROGRAPH DISCHARGE TABLE Cont'd
' TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

10.92 0.00 0.00 362.51 362.69 0.09
10.93 0.00 0.00 362.34 362.51 0.09
10.95 0.00 0.00 362.16 362.34 0.09
10.97 0.00 0.00 361.98 362.16 0.09
10.98 0.00 0.00 361.80 361.98 0.09
11.00 0.00 0.00 361.62 361.80 0.09
11.02 0.00 0.00 361.44 361.62 0.09
11.03 0.00 0.00 361.27 361.44 0.09
11.05 0.00 0.00 361.09 361.27 0.09
11.07 0.00 0.00 360.91 361.09 0.09
11.08 0.00 0.00 360.73 360.91 0.09
11.10 0.00 0.00 360.56 360.73 0.09
11.12 0.00 0.00 360.38 360.56 0.09
11.13 0.00 0.00 360.20 360.38 0.09
11.15 0.00 0.00 360.02 360.20 0.09
11.17 0.00 0.00 359.85 360.02 0.09
11.18 0.00 0.00 359.67 359.85 0.09
11.20 0.00 0.00 359.49 359.67 0.09
11.22 0.00 0.00 359.32 359.49 0.09
11.23 0.00 0.00 359.14 359.32 0.09
11.25 0.00 0.00 358.97 359.14 0.09
11.27 0.00 0.00 358.79 358.97 0.09
11.28 0.00 0.00 358.61 358.79 0.09
11.30 0.00 0.00 358.44 358.61 0.09
11.32 0.00 0.00 358.26 358.44 0.09
11.33 0.00 0.00 358.09 358.26 0.09
11.35 0.00 0.00 357.91 358.09 0.09
11.37 0.00 0.00 357.74 357.91 0.09
11.38 0.00 0.00 357.56 357.74 0.09
11.40 0.00 0.00 357.39 357.56 0.09
11.42 0.00 0.00 357.21 357.39 0.09
11.43 0.00 0.00 357.04 357.21 0.09
11.45 0.00 0.00 356.86 357.04 0.09
11.47 0.00 0.00 356.69 356.86 0.09
11.48 0.00 0.00 356.51 356.69 0.09
11.50 0.00 0.00 356.34 356.51 0.09
11.52 0.00 0.00 356.16 356.34 0.09
11.53 0.00 0.00 355.99 356.16 0.09
11.55 0.00 0.00 355.82 355.99 0.09
11.57 0.00 0.00 355.64 355.82 0.09
11.58 0.00 0.00 355.47 355.64 0.09
11.60 0.00 0.00 355.29 355.47 0.09

u

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
11.62 0.00 0.00 355.12 355.29 0.09
11.63 0.00 0.00 354.95 355.12 0.09
11.65 0.00 0.00 354.78 354.95 0.09
11.67 0.00 0.00 354.60 354.78 0.09
11.68 0.00 0.00 354.43 354.60 0.09
11.70 0.00 0.00 354.26 354.43 0.09
11.72 0.00 0.00 354.08 354.26 0.09
11.73 0.00 0.00 353.91 354.08 0.09
11.75 0.00 0.00 353.74 353.91 0.09
11.77 0.00 0.00 353.57 353.74 0.09
11.78 0.00 0.00 353.39 353.57 0.09
11.80 0.00 0.00 353.22 353.39 0.09
11.82 0.00 0.00 353.05 353.22 0.09
11.83 0.00 0.00 352.88 353.05 0.09
11.85 0.00 0.00 352.71 352.88 0.09
11.87 0.00 0.00 352.54 352.71 0.09
11.88 0.00 0.00 352.36 352.54 0.09
11.90 0.00 0.00 352.19 352.36 0.09
11.92 0.00 0.00 352.02 352.19 0.09
11.93 0.00 0.00 351.85 352.02 0.09
11.95 0.00 0.00 351.68 351.85 0.09
11.97 0.00 0.00 351.51 351.68 0.09
11.98 0.00 0.00 351.34 351.51 0.09
12.00 0.00 0.00 351.17 351.34 0.09
Maximum outflow (cfs) = 0.14
Maximum storage (cu ft) = 15167
Maximum elevation (ft) = 83.15
t
City of Rock Mount LCID Landfill
Y Y Extended Detention Wetland 2
Stormwater Management
100 YEAR 5 MINUTE STORM: INFLOW HYDROGRAPH

I

Up = 30.1 RATIONAL 100 Yr

HGU = 2 min 17 UGU = 5.0 cfs
VOL = (cuftiaicft) = 21647 i 0.497

HYDROLOGIC REPORT
100 YR STORM INFLOW...
WETLAND 2 .............
Hyd. No. 17
Hydrograph type = RATIONAL
Storm frequency = 100 yr
Time of conc. = 12 min
Runoff coeff. _ .15
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW
(hrs cfs)
TIME--OUTFLOW
(hrs cfs)
0.02 2.51
0.08 12.53
0.15 22.55
0.22 27.56
0.28 17.54
0.35 7.52
0.03 5.01
0.10 15.03
0.17 25.05
0.23 25.05
0.30 15.03
0.37 5.01
Peak discharge = 30.06 cfs
Time interval = 1 min
Intensity = 8.18 in/hr
Basin area = 24.5 ac
TIME--OUTFLOW
(hrs cfs)
0.05 7.52
0.12 17.54
0.18 27.56
0.25 22.55
0.32 12.53
0.38 2.51
TIME--OUTFLOW
(hrs cfs)
0.07 10.02
0.13 20.04
0.20 30.06
0.27 20.04
0.33 10.02
0.40 0.00
1 1
0

HYDROLOGIC REPORT
100 YR STORM ROUTED...
WETLAND 2 .............
Hyd. No. 18
Hydrograph type = RESERVOIR ROUTE Peak discharge = 0.24 cfs
Storm frequency = 100 yr Time interval = 1 min
Inflow hyd. no. = 17 Reservoir no. = 2
HYDROGRAPH DISCHARGE TABLE
TIME INFLOW ( i ) INFLOW ( j )
hrs cfs cfs
0.02 2.51 5.01
0.03 5.01 7.52
0.05 7.52 10.02
0.07 10.02 12.53
0.08 12.53 15.03
0.10 15.03 17.54
0.12 17.54 20.04
0.13 20.04 22.55
0.15 22.55 25.05
0.17 25.05 27.56
0.18 27.56 30.06
0.20 30.06 27.56
0.22 27.56 25.05
0.23 25.05 22.55
0.25 22.55 20.04
0.27 20.04 17.54
0.28 17.54., 15.03
0.30 15.03 12.53
0.32 12.53 10.02
0.33 10.02 7.52
0.35 7.52 5.01
0.37 5.01 2.51
0.38 2.51 0.00
2S/dt-O (i)
cfs
2.50
10.02
22.53
40.05
62.57
90.09
122.60
160.10
202.60
250.08
302.56
360.00
417.41
469.77
517.08
559.35
596.58
628.78
655.95
678.08
695.17
707.22
714.26
2S/dt+0 (j) OUTFLOW
cfs cfs
2.51 0.00
10.02 0.00
22.54 0.01
40.07 0.01
62.60 0.01
90.13 0.02
122.66 0.03
160.18 0.04
202.70 0.05
250.20 0.06
302.70 0.07
360.18 0.09
417.63 0.11
470.02 0.13
517.37 0.15
559.67 0.16
596.93 0.17
629.15 0.19
656.34 0.20
678.50 0.21
695.61 0.22
707.69 0.23
714.74 0.24
Maximum outflow (cfs) = 0.24
Maximum storage (cu ft) = 21496
Maximum elevation (ft) = 83.22

I

s

1

0:=
STORM SEWER PIPS'
CALCULATIONS

Culvert Calculator Report
' Drai nage Pipe Under Wetland #1
Solve For: Section Size

Culvert Summary
1 Allowable HW Elevation
Computed Headwater Elevation 84.25 ft
83.63 ft Headwater Depth/ Height
Discharge 0.63
1.07 cfs
Inlet Control HW Elev 83.61 ft Tailwater Elevation 82.50 ft
Outlet Control HW Elev 83.63 ft Control Type Entran ce Control

G
rades
Upstream Invert 83.00 ft Downstream Invert 82.50 ft
Length 50.00 ft Constructed Slope 0.010000 ft/ft

Hydraulic Profile
Profile S2 Depth, Downstream 0.38 ft
Slope Type Steep Normal Depth 0.38 ft
Flow Regime Supercritical Critical Depth 0.44 ft
Velocity Downstream 3.97 ft/s Critical Slope 0.005851 ft/ft
1

Section
Section Shape Circular Mannings Coefficient 0
013
I Section Material Concrete Span .
1.00 ft
Section Size 12 inch Rise 1.00 ft
Number Sections 1

tl
O
t C
t
l P
ti
u
e
on
ro
roper
es
Outlet Control HW Elev 83.63 ft Upstream Velocity Head 0.17 ft
Ke 0.20 Entrance Loss 0.03 ft
'

Inlet Control Properties
Inlet Control HW Elev 83.61 ft Flow Control Unsubmerged
' Inlet Type Groove end w/headwall Area Full 0.8 ft'
K 0.00780 HDS 5 Chart 1
M 2.00000 HDS 5 Scale 2
' C 0.02920 Equation Form 1
Y 0.74000

Project Engineer: Bobby L. Joyner, PE
c:\...\detention basin calcs\basin pi.cvm Appian Consulting Engineers, PA CulvertMaster v1
0
09/16/02 08:40:27 AM © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 08708 USA .
[phone] Page 1 of 1

Culvert Calculator Report
' Drainage Pipe Under Wetland #2
Solve For: Section Size

Culvert Summary
Allowable HW Elevation
Computed Headwater Elevation 84.25 ft
83.23 ft Headwater Depth/ Height
Discharge 0.23
0.14 cfs
Inlet Control HW Elev 83.20 ft Tailwater Elevation 82.50 ft
Outlet Control HW Elev 83.23 ft Control Type Entran ce Control

Grades
Upstream Invert 83.00 ft Downstream Invert 82.00 ft
Length 50.00 ft Constructed Slope 0.020000 ft/ft
'

Hydraulic Profile
Profile CompositeS1S2 Depth, Downstream 0.50 ft
' Slope Type Steep Normal Depth 0.11 ft
Flow Regime N/A Critical Depth 0.15 ft
Velocity Downstream 0.36 ft/s Critical Slope 0.006036 ft/ft

Section
Section Shape Circular Mannings Coefficient 0.013
Section Material Concrete Span 1.00 ft
Section Size 12 inch Rise 1.00 ft
Number Sections 1

O
tl
t C
t
l P
i
u
e
on
ro
ropert
es
Outlet Control HW Elev 83.23 ft Upstream Velocity Head 0.05 ft
Ke 0.50 Entrance Loss 0.03 ft
'

Inlet Control Properties
Inlet Control HW Elev 83.20 ft Flow Control Unsubmerged
' Inlet Type Square edge w/headwall Area Full 0.8 ft2
K 0.00980 HDS 5 Chart 1
M 2.00000 HDS 5 Scale 1
C 0.03980 Equation Form 1
Y 0.67000

1

Project Engineer: Bobby L. Joyner, PE
c:\...\detention basin calcs\basin pi.cvm Appian Consulting Engineers, PA CulvertMaster v1
0
' 09/16/02 08:44:08 AM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 08708 USA .
[phone] Page 1 of 1

F

11

?GL E
DITCH LINER CALCULATIONS
t
----------------------------------------------------------------
1 DITCH CALCULATIONS FOR DITCH: PROPOSED D-1
S= 0.00500 ft/ft Q= 3.8 cfs V= 2.98 fps
D= 0.65 ft L= 800.0 ft (n= 0.02000)
Sc= 0.00913 ft/ft Vc= 3.19 fps Dc= 0.6 ft
TT in channel= 4.469 MIN
TRACTIVE FORCE in channel= 0.20 psf
VEE CHANNEL B= 0.0 ft
LT SS= 3.0:1 RT SS= 3.0:1
Channel does not need a liner at this velocity
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt
blown from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate
' of 10 gallons per 1000 SF.
**************************************
* DITCH AND PIPE CALCULATION PROGRAM
* *
' * Appian Consulting Engineers, P. A.
* P. 0. Box 7966
* Rocky Mount, N. C. 27804
* [phone]
**************************************

----------------------------------------------------------------
' DITCH CALCULATIONS FOR DITCH: PROPOSED D-2
' S= 0.00500 ft/ft Q= 31.0 cfs V= 5.03 fps
D= 1.43 ft L= 600.0 ft (n= 0.02000)
Sc= 0.00691 ft/ft Vc= 4.85 fps Dc= 1.5 ft
' TT in channel= 1.987 MIN
TRACTIVE FORCE in channel= 0.45 psf
VEE CHANNEL B= 0.0 ft
LT SS= 3.0:1 RT SS= 3.0:1
' A temporary lining is needed. Use a JUTE NET.
Roll out lining parallel to the direction of flow and over the protective mulch
and seed bed. Anchor and bury the upstream end in a 6 inch trench and tamp
' firmly.
Join adjacent ends by an 18 inch overlap and staple. Staple the lining
12 inches o. c. across the top end and every 3 feet around the edges and bottom.
Side laps are to be 3 inches minimum and stapled together. Staple each strip
' down the center at 3 feet. Do not stretch the net when appling staples.

t

----------------------------------------------------------------
I DITCH CALCULATIONS FOR DITCH: PROPOSED D-2 (GRASS LINED)
S= 0.00500 ft/ft Q= 31.0 cfs V= 3.31 fps
D= 1.77 ft L= 600.0 ft (n= 0.03500)
Sc= 0.02117 ft/ft Vc= 4.85 fps Dc= 1.5 ft
' TT in channel= 3.023 MIN
TRACTIVE FORCE in channel= 0.55 psf
VEE CHANNEL B= 0.0 ft
LT SS= 3.0:1 RT SS= 3.0:1
Channel does not need a liner at this velocity
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt
blown from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate
' of 10 gallons per 1000 SF.
* DITCH AND PIPE CALCULATION PROGRAM
* *
* Appian Consulting Engineers, P. A.
* P. 0. Box 7966
* Rocky Mount, N. C. 27804
[phone]
**************************************

u
11

11

----------------------------------------------------------------
I DITCH CALCULATIONS FOR DITCH: PROPOSED D-3
S= 0.00500 ft/ft Q= 6.2 cfs V= 2.22 fps
D= 0.97 ft L= 300.0 ft (n= 0.03500)
Sc= 0.02621 ft/ft Vc= 3.52 fps Dc= 0.8 ft
' TT in channel= 2.257 MIN
TRACTIVE FORCE in channel= 0.30 psf
' VEE CHANNEL B= 0.0 ft
LT SS= 3.0:1 RT SS= 3.0:1
Channel does not need a liner at this velocity
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt
blown from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate
' of 10 gallons per 1000 SF.
* DITCH AND PIPE CALCULATION PROGRAM
* *
* Appian Consulting Engineers, P. A.
* P. O. Box 7966
* Rocky Mount, N. C. 27804
[phone]
**************************************

11

? D-1

Ditch Sections
Ebsting Ground
-------------
vAiE Apply seed, fertilizer, straw
3 3 mulch and tack w/ liquid
emulsified asphalt at the rate of
0.65' 10 gallons per 1,000 sf
TYPICAL DITCH SECTION - NO LINER
Not to Scale
D-2

Ij Ebsting Ground
-- --? ?------------------- ? ?
-------
VARIES 3 3
1.8' 1.5'
TYPICAL DITCH SECTION - WITH LINER
Not to Scale
1 D-3

1

fl
Ebsting Ground
Apply seed, fertilizer, straw
mulch, jute netting and tack w/
liquid emulsified asphalt at the
rate of 10 gallons per 1,000 sf
--------------
VATE Apply seed, fertilizer, straw
3 3 mulch and tack w/ liquid
emulsified asphalt at the rate of
0.97' 10 gallons per 1,000 sf
TYPICAL DITCH SECTION - NO LINER
Not to Scale

----------------------------------------------------------------
' DITCH CALCULATIONS FOR DITCH: EX. D-1
' S= 0.00300 ft/ft Q= 14.3 cfs V= 2.25 fps
D= 1.46 ft L= 100.0 ft (n= 0.03500)
' Sc= 0.02346 ft/ft Vc= 4.15 fps Dc= 1.1 ft
TT in channel= 0.740 MIN
TRACTIVE FORCE in channel= 0.27 psf
' VEE CHANNEL B= 0.0 ft
LT SS= 3.0:1 RT SS= 3.0:1
' Channel does not need a liner at this velocity
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt
blown from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate
of 10 gallons per 1000 SF.
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
* DITCH AND PIPE CALCULATION PROGRAM
* Appian Consulting Engineers, P. A.
* P. O. Box 7966
* Rocky Mount, N. C. 27804
' * [phone]
**************************************

----------------------------------------------------------------
I DITCH CALCULATIONS FOR DITCH: EX. D-2
' S= 0.00300 ft/ft Q= 0.4 cfs V= 0.65 fps
D= 0.17 ft L= 210.0 ft (n= 0.03500)
' Sc= 0.04341 ft/ft Vc= 1.52 fps Dc= 0.1 ft
TT in channel= 5.387 MIN
TRACTIVE FORCE in channel= 0.03 psf
' TRAPEZOIDAL CHANNEL B= 3.0 ft
LT SS= 2.0:1 RT SS= 2.0:1
Channel does not need a liner at this velocity
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt
blown from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate
of 10 gallons per 1000 SF.
* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
* DITCH AND PIPE CALCULATION PROGRAM
* *
Appian Consulting Engineers, P. A.
* P. 0. Box 7966
* Rocky Mount, N. C. 27804
[phone]
**************************************

-----------------------------------------------------------------
' DITCH CALCULATIONS FOR DITCH: EX. D-3
S= 0.00400 ft/ft Q= 1.0 cfs V= 1.29 fps
' D= 0.51 ft L= 105.0 ft (n= 0.03500)
Sc= 0.03346 ft/ft Vc= 2.44 fps Dc= 0.4 ft
' TT in channel= 1.357 MIN
TRACTIVE FORCE in channel= 0.13 psf
' VEE CHANNEL B= 0.0 ft
LT SS= 3.0:1 RT SS= 3.0:1
' Channel does not need a liner at this velocity
Apply seed, fertilizer, straw mulch and tack with a liquid emulsified asphalt
blown from a sprayer. Use rapid setting RS or CRS liquid asphalt at the rate
' of 10 gallons per 1000 SF.
* DITCH AND PIPE CALCULATION PROGRAM
* *
' * Appian Consulting Engineers, P. A.
* P. 0. Box 7966
* Rocky Mount, N. C. 27804
* [phone]

H

I
C

OUTLET PROTECTION
CALCULATIONS

Outlet Protection A Wetland 1
KNOWN:
Quo= 1.07 cfs
v = 3.97 fps
do = 12"
Use Figure 8.06.b
FIND:
La = 8'
d5o = 0.1', use 6" Class A Rip Rap
4.7 min.,
1TRCP use 5
Place Class A Rip Rap
Over Fitter Fabric
Depth = 5'
8'
17' RCP
9.
Outlet Protection 0 Wetland 2
KNOWN:
Q,o= 0.14 Cfs
V = 0.36 fps
do = 12"
Use Figure 8.06.b
FIND:
La = 8'
d5o = 0.1', use 6" Class A Rip Rap
,a-
4.7 min.,
use 5
Place Class A Rip Rap
Over Fitter Fabric
Depth = 9'
17' RCP

n
3Do
T
Outlet W = Do + 0.4La
pipe I?
diameter (Do) L --?1
a
T i er_ . 0.5Do
20
10
0
1?1 80
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7

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APPENDIX
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'1 n n n r LETTER OF TRANSMITTAL
0000
Aippun DATE: October 1, 2002 APPIAN JOB NO.: 01-065
CONSULTING ENGINEERS, PA TO:
CIVIL, MUNICIPAL $ STRUCTURAL ENGINEERS Mr. John Dorne
COMPREHENSIVE ENVIRONMENTAL SERVICES y
NCDENR, Division of Water Quality, Central Office
841 S. Wesleyan Boulevard
P.O. Box 7966 2321 Crabtree Blvd.
Rocky Mount, North Carolina 27803 Raleigh, NC 27604-2260
Telephone [phone] PROJECT:
Fax [phone] I
e-mail: admin(&appianengineers.com City of Rocky Mount LCID Landfill
Web: Appian Engineers. com
GENTLEMEN: We are sending you ® herewith ? under separate cover:
SUBMITTAL FOR: CODE
FOR APPROVAL 1 ?
FOR YOUR USE Z ?
AS REQUESTED 3 ?
BID TAB DISTRIBUTION 4 ?
APPROVED PERMITS 6 ?
ACTION COD E
APPROVED A ?
APPROVED; AS NOTED B
NOT APPROVED C
REVISE AND RESUBMIT D ?
PLEASE SIGN AND RETURN E ?
PRINT
COPIES DRAWING NUMBER
(REVISION NO. OR DATE) DESCRIPTION CODE
1 Operation and Maintenance Agreement (Wetland #1) 2,3

OCT
3 2002
I
.
ITY SEC1 ;
REMARKS:
Mr. Dorney,
This is the original executed agreement that was faxed to your office on 10-1-02. The agreement was accidentally left out of
the original submittal package. Please incorporate with the original submittal. Thank youl
Sent by: First Class Mail ?
UPS Next Day I AM
Federal Express
Faxed ?
Hand Delivered
cc: File
Last printed October 1, 2002 10:05 AM
©? ? X71
If enclosures received are not as listed above, kindly notify at once.
WETLAND DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
City of Rocky Mount LCID Landfill - Extended Detention Wetland #1
The wetland detention basin system is defined as the wetland detention basin, pretreatment including forebays
and the vegetated filter if one is provided.
Maintenance activities shall be performed as follows:
After every significant runoff producing rainfall event and at least monthly:
a. Inspect the wetland detention basin system for sediment accumulation, erosion, trash accumulation,
vegetated cover, and general condition.
b. Check and clear the orifice of any obstructions such that drawdown of the temporary pool occurs within
2 to 5 days as designed.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the collection system (i.e. catch basins, piping, swales, riprap, etc.) quarterly to
maintain proper functioning.
4. Remove accumulated sediment from the wetland detention basin system semi-annually or when depth is
reduced to 75% of the original design depth (see diagram below). Removed sediment shall be disposed
of in an appropriate manner and shall be handled in a manner that will not adversely impact water quality
(i.e. stockpiling near a wetland detention basin or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
When the permanent pool depth reads 81.88 feet in the main pond, the sediment shall be removed.
If the elevation of the marsh areas exceeds the permanent pool elevation, the sediment should be
removed to design levels. This shall be performed by removing the upper 6 inches of soil and stockpiling
it. Then the marsh area shall be excavated six inches below design elevations. Afterwards the stockpiled
soil should be spread over the marsh surface. The soil should not be stockpiled for more than two weeks.
When the permanent pool depth reads 80.75 feet in the forebay and micro-pool, the sediment shall be
removed.
BASIN DIAGRAM
(fill in the blanks)
V Permanent Pool Elevation 83
Sediment moval El. 80.7 V25% %
-------------Sedime
nt Removal Elevation 81.88 75%
Bottom E vation 80 --------------------------------------------- i------
Roftnm Elevation 51.5Q 0
a//
FOREBAY MAIN POND
Remove cattails and other indigenous wetland plants when they cover 50% of the basin surface. These
plants shall be encouraged to grow along the vegetated shelf and forebay berm.
Wetland planting densities in the marsh areas should be maintained by replanting bare areas as needed.
Wetland plants should be encouraged to grow in the marsh areas.
Page 1 of 2
6. If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment
through the emergency drain shall be minimized to the maximum extent practical. Emergency drain
device (siphon or pump) will be required in the event that the permanent pool needs to be completely
drained.
7. All components of the wetland detention basin system shall be maintained in good working order
8. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Doua Roberson
Title: Director of Public Works
Address: P.O. Box 1180. Rocky Mount, NC 27802
Phon
Sign2
Date
Note: 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.
I, Gir-xi) A a Notary Public for the State of NY+h CAan Ups ?
County of Nk,-h do hereby certify that1?c
personally appeared before me this - { day of ,mfr" 2DO2, and acknowledge the due
execution of the forgoing wetland detention basin maintenance requirements. Witness my hand and official
seal,
f Ji ,; 'r FUEUC
NASH COUNTY, NC
SEAL
My commission expires 10 5 C7?j
Page 2 of 2
Triage Check List
?a
Date: ' ate' Project Name. lVJ
WQ#: C
County:
To: ? AIZO Mike Parker ? WaRO Deborah Sawyer
? FRO Ken Averitte ? WiRO Joanne Steenhuis
? MP O Mike Parker ? WSRO Jennifer Frye
RO Steve Mitchell
From: TelePhon e : (919) Thhed is being forwarded to your for your evaluation.
Ftac
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? 'mization/avoidance issues
Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman) --?
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
I

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C_?
ki

U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220769
NOTIFICATION OF JURISDICTIONAL DETERMINATI
1
Property
Owner City of Rocky Mount
Attn: Doug Roberson
Address P.O. Box 1180
Rocky Mount, NC 27802
Telephone Number 252-972-1299
County:
d
'e JUN - 4 2
Authorized
Agent Appian Consulting Engineers, P.A.
Attn: John Davis
Address P.O. Box 7966
Rocky Mount, NC 27803
Telephone Number 919-562-4673
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the east side of Old Battleboro Road (SR 1400), approximately 1 mile north of its intersection
with N.C. Hwy 97, northeast of Rocky Mount, Edgecombe County, North Carolina.
Basis for Determination: The site does not contain any jurisdictional wetlands or stream channels. The
features that were delineated were determined to be isolated and non jurisdictional.
X
Indicate Which of the Following Apply:
-There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
-There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding th Corps of Engineers regulatory program, please contact
Project Manager Signature AA"
Date May 28, 2002
SURVEY PLAT OR FIELD SKETCH OF
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
Amanda D. Jones
at teleihdne number ,(9k9) 876 - 8441 extension 30
Expiration Date May 28, 2007
THE DESCRIBED PROPERTY AND THE WETLAND
CF: DENR / DWQ - Wetlands/401 Unit; Attn: John Dorney, 1650 Mail Service Center, Raleigh, NC 27699
USFWS - Raleigh Field Office, P.O. Box 33726, Raleigh, NC 27636-3726
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220769 County: Edgecombe
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
Property
Owner City of Rocky Mount
Attn: Doug Roberson
Address P.O. Box 1180
Rocky Mount, NC 27802
Telephone Number
Authorized
Agent Appian Consulting Engineers, P.A.
Attn: John Davis
Address P.O. Box 7966
Rocky Mount, NC 27803
Telephone Number 919-562-4673
Size and Location of Property (waterbody, Highway name/number, town, etc: The property is
located on the east side of Old Battleboro Road (SR 1400), approximately 1 mile north of its intersection
with N.C. Hwy 97, northeast of Rocky Mount, Edgecombe County, North Carolina.
Description of Activity: Applicant proposes to fill the existing wetlands with landfill debris.
Your work as proposed does not require Department of the Army authorization for the following reason(s):
X There are no jurisdictional waters or wetlands within the boundaries of the property.
The proposed project does not impact jurisdictional waters or wetlands.
The proposed project is exempt from Department of the Army regulation.
(Specify) The wetlands on-site are isolated and non-jurisdictional.
This Department of the Army determination does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to
contact appropriate State and local agencies before beginning work.
Any changes in the above described work must be coordinated with the Corps of Engineers prior to
commencement. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Amanda Jones at telephone number (919) 876 - 8441 extension 30
Regulatory Project Manager Signature
Date May 28, 2002 Expiration Date May 28, 2004
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF: DENR / DWQ - Wetlands/401 Unit; Attn: John Dorney, 1650 Mail Service Center, Raleigh, NC 27699
USFWS - Raleigh Field Office, P.O. Box 33726, Raleigh, NC 27636-3726
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Office Use Only:
USACE Action ID No.
[se J Pr-Al [Ajd)rmJ_r 061
If any particular item is not applicable to this project,
leaving the space blank. (ova t hq
1.
Processing
DWQ No.
Fonn Version April 2001
please enter "Not Applicable" or "N/A" rather than
/°C/L/ Gl a h,
Check all of the approval(s) requested for this project:
? Section 404 Permit
? Section 10 Permit
[Z401 Water Quality Certification ,tsolafeJ Weflanis Oh
? Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: ILIA
_`
H.
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
Applicant Information
1. Owner/Applicant Information
Name:
Mailing Address:

J
Telephone Number: (ZS 7- ) 772--/2-11 Fax Number: 25q7 Z - / Z 3Z
E-mail Address: -
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: o4n ?Jiavit A oA;ar, ??rn,l?;?w?nai?eers 1019
Company Affiliation:
Mailing Address: 7 W ?' ve
Telephone Number: ?j/ y) 56z - 947.3 Fax Number: (96 ) 66z - L-47S
E-mail Address: davis 7 W ;Gn i eYx. cow,
For,,4 /VG Z
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: C1,4? n "? Coc, ?.7 %IgtoL4 ? Z-11 C,rO>
2. T.I.P. Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): -b23/ "y0
3571 - i8-t+)7Z-l7v
4. Location
County: 1 :.. Nearest Town: r/(_1'h,11,Yet
Subdivision na a (include phase/lot number): 111A,
Directions to site (include road numbers, landmarks, etc.): l=ye,,-, 4c h'-,, /h.,G,;4 f,- e
l?t u 57 e,,4 J 5'J G6#1e?) s /?d. 7u,_ le-0 Old 6'?/flc , '? lam ??
a 41 v,? iid O 'l N('" G4 r'- 1/'6?. ,r%T
rt ?0 c /C C 4e _f gerkyFwioo'? cezi- -1? C /1 [ ?•t j 0 h w 17,
5. Site coordinates, if available (UTM or Lat/Long): A13S o Sy ' 3c l? 77 0 t L 30
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
fin/r>n -??. :).. V, 'r iCf.?l< l L, _):) Ior,6.
7. Property size (acres): ± !) 6C ) <• ;
8. Nearest body of water (stream/river/sound/ocean/lake): Unflct vAe %?UTa ??, fs +r ?? r er
9. River Basin: 76?
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
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10. Describe the purposeeo fthe roposed work:- LGh o? LGhd %AYlhg
11. List the type of equipment to be used to construct the project: n, - o'
I& 11 A41wrs
12. Describe the land use in the vicinit /y of ))11
this project- kz(2,2 Ian Gnj -60M -KelJf
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: & 6
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
U;p
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: C /1l Lands// Date:
Applicant/Owner: ??;6„ Cf ASI 1i;'10 _e*'-Ls County:
Investigator: State: !lJG

Do Normal Circumstances Exist on the site? (?
No
? olfe /
Community ID:
Ka ..r...
Is the site significantly disturbed (Atypical Situation)?
e
s Transect ID: NwKy
Is the area a potential Problem Area? Yes Plot ID: //

(If needed, explain on reverse.) _ Q
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. e-Z2 F-Ac 9.
OV,Aanl?'+? S?y!<.ri{lv??_ ?
y?t
2.Li 10.
^
C
3. welc05 r)i'1l?i
4. 12.
5.1^^ Lrurl''I)C?6fr '1,?Q•,7/?n a 13.
6. _ 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC-). /ao 0
Remarks:
HYDROLOGY
- Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
_ Other Saturated in Upper 12 Inches
ZNo Recorded Data Available Water Marks
Drift Lines
_
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: =-(in.) Oxidized Root Channels in Upper 12"
Water-Stained Leaves
Depth to Free Water in Pit: _(in.) Local Soil Survey Data

3 FAC-Neutral Test
Depth to Saturated Soil:
(in.) Other (Explain in Remarks)
Remarks:
SOILS
Map Unit Name
`l
?G?
- Drainage Class: 50'21'""?I
-----
-
-
(Series and Phase):
L r 1 Field Observations
Confirm Mapped Type? Yes ?o
Taxonomy (Subgroup): Q
Profile Description:
Depth Matrix Color Mottle Colors
Mottle Texture, Concretions,
t
inches Horizon (Munsell Moist) (Munsell Moist) c. _
Abundance/ Contrast Structure, e
10 iR yea LS 1 r
' f SL I M f6i \
R 7/a
a-/o F o /yR 6 rol
G l

Cz, l o M ??6 /0 6I.?
/o-ly
C l JL 1M sG k
H -al iorR6/ io;RE?? c,f sc? aMsG?,'
a I-a3, c io ? io;R s/? c ? ? s« n-1QS?
Hydric Soil Indicators:
Histosol Concretions
High Organic Content in Surfa ce Layer Sandy Soils
_ Histic Epipedon
Sulfidic Odor Organic Streaking in Sandy Soils
_
- Aquic Moisture Regime _ Listed on Local Hydric Soils List
Listed on National Hydric Soils List
_ Reducing Conditions -
- Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks: i octS i n A ?ici ; Zoil
WETLAND DETERMINATION
we
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: IV u n / Date:
Applicant/Owner:
Investigator: County:
State:

Do Normal Circumstances Exist on the site?
Ye No _,el i 4k ?er
Community ID : 10- rs A
Is the site significantly disturbed (Atypical Situation)? Yes Job Transect ID: wy eN
Is the area a potential Problem Area? Yes o Plot ID: wcf
(If needed, explain on reverse.)
VEGETATION
Plant Species
Dominantt Stratum Indicator Dominant Plant Species Stratum Indicators
/
/
1.(:1?CfCIM?4/ ???f4liY?/C( I EELt 9. ?G Fr J,?/. JC-'??
nn /
2.1 in?S ??P?rq
l
?f?G
10. S
NT
3. 11.
4. Zh `/r c < CEr i_(ef-i a Fqc+ 12.
5. 6"(C"I oZ Fgc1,1 13.
6. C;k k- 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
l
di
FAC
(exc
u
ng
-).
Remarks:
-1
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs __ Inundated
Other r/ Saturated in Upper 12 Inches
_
?No Recorded Data Available Water Marks
Drift Lines
_
___ Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: (in.) _? Oxidized Root Channels in Upper 12"
Water-Stained Leaves
Depth to Free Water in Pit: Local Soil Survey Data
? FAC-Neutral Test
Depth to Saturated Soil: _ __(in.) _
Other (Explain in Remarks)
Remarks:
a

SOILS
Map Unit Name .../
(Series and Phase): 0du ?'--r / Drainage Class: O?

/
I
f L Field Observations
? Y
/{s C
fi
d T
M
u
oQ.
n c
Taxonomy (Subgroup): I7 dT ;c es
ype
on
rm
appe
/
u
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-16 Ct /c,M 61I roYR6/? cad' SC /fltiss
/( '-j Y+ Ca GI 61AI YRZA. _ ap_ SG /l?4ss
Hydric Soil Indicators:
Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surfa ce Layer Sandy Soils
Sulfidic Odor _ Organic Streaking in Sandy Soils
_
-LZ Aquic Moisture Regime _?Listed on Local Hydric Soils List
v1 Reducing Conditions _? Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:
WETLAND DETERMINATION
Hydrophytic Vegetation Present? e _ No (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? a No
Remarks:
(Circle)
Is this Sampling Point Within a Wetland? es No
Approved dy r1uuJH\.C J/uz
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

l bra ?ti F%l? 0.3Z No 9,50' fo?4?c

Z rw?rh /x0, 11 049 No /goo /aTc

3 (jYw ih /.rol o. L? A D Z1900 , Ss /G JC

?.71)
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, 611,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http_//www:fema.ggv_.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: D. 6
Total area of wetland impact proposed: 0. 7 G
- * 2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please seci )
N A

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streanns must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (untamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coni,
www.mapguest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: &A

Page 6 of 12
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Iinpact
Site Number
(indicate on ma)
Type of Lnpact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)

List each unpact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):_ 111A
_b Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): &A
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.

(JGYI (7l Z_ Yj .S;, ilege G 1 ) i owt),4Y /?1oNn Asix . eeP 1 PPygALI J
4

Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strm.gide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
o l nvv. nr,r e 7`or i?illi %j Of i-S A odla n -1 0.7?- ars-r?
1 1-/
7`yo 1&h.we4,fY np"JI ave, joy0g r -6y vvaiecf GCC14Fn{'1 nt
V ye kL, s , .7
0 = ? ? 7 G G v? C , cl b 1??
Aohdf c?;l? ?c ev"6y t J Oki) Oof).Aek L.vt'll `la vt ?. SS gcr?'r of
,/?.? f Svt Y fA CC a V e G,
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at litty:02o_enr state_nc_us/wrp/indexaitni. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):.if1
Amount of buffer mitigation requested (square feet):_ /Vq
Amount of Riparian wetland mitigation requested (acres): &R
Amount of Non-riparian wetland mitigation requested (acres): &
Amount of Coastal wetland mitigation requested (acres): X1/1/
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federaVstate/local)
land?
Yes ETI/ No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] o review current thresholds for environmental documentation.
Yes F1 No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA fi al approval letter.
Yes ? No
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requir ts), or other (please identify )?
Yes [_1 No If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* I Lrnpact I Required
(square feet) Multiplier
Mitigation
1 2 1.5 -?
I
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
ftA
XIII. Violations (DWQ Only)
Is this site in violation of DW Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No [
Is this an after-the-fact permit pplication?
` Yes ? No V
Page 10 of 12
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
r-
see G ?el4yl?e JI ow, USA} CO (2)
Applicant/Agent's Si
(Agent's signature is
-l/-vi
Date
only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Anny Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Anuy Corps Of Engineers Allegliany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Arnry Corps Of Engineers Bertic Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Panilico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmingnon Regulatory Field Office Anson Duplin Onslow
US Anuy Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone]*1 Columbus Moore Sampson
Fax: [phone]`-9// Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
It and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAN 1A and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
1'-11\
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Allegtiany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey

Page 12 of 12
Action ID:
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
200220769 County:_ Edgecombe
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property
Owner City of Rocky Mount
Attn: Doug Roberson
Address P.O. Box 1180
Rocky Mount, NC 27802
Telephone Number 252-972-1299
Authorized
Agent Appian Consulting Engineers, P.A.
Attn: John Davis
Address P.O. Box 7966
Rocky Mount, NC 27803
Telephone Number 919-562-4673
Size and Location of Property (waterbody, Highway name/number, town, etc.): The property is
located on the east side of Old Battleboro Road (SR 1400), approximately 1 mile north of its intersection
with N.C. Hwy 97, northeast of Rocky Mount, Edgecombe County, North Carolina.
Basis for Determination: The site does not contain any jurisdictional wetlands or stream channels. The
features that were delineated were determined to be isolated and non jurisdictional.
Indicate Which of the Following Apply:
There are waters of the U.S., to include wetlands, on the above described property which we strongly suggest
should be delineated and surveyed. The surveyed wetland lines must be verified by our staff before the Corps will
make a final jurisdictional determination on your property.
Because of the size of your property and our present workload, our identification and delineation of your wetlands
cannot be accomplished in a timely manner. You may wish to obtain a consultant to obtain a more timely
delineation of the wetlands. Once the consultant has flagged a wetland line on the property, Corps staff will
review it, and, if it is accurate, we strongly recommend that you have the line surveyed for final approval by the
Corps. The Corps will not make a final jurisdictional determination on your property without an approved survey.
The waters of the U.S., to include wetlands, on your lot have been delineated, and the limits of the Corps
jurisdiction have been explained to you. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
X There are no waters of the U.S., to include wetlands, present on the above described property which are subject to
the permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law
or our published regulations, this determination may be relied upon for a period not to exceed five years from the
date of this notification.
Placement of dredged or fill material in wetlands on this property without a Department of the
Army Permit is in most cases a violation of Section 301 of the Clean Water Act (33 USC 1311). A
permit is not required for work on the property restricted entirely to existing high ground. If you
have any questions regarding th Corps of Engineers regulatory program, please contact
Amanda D. Jones at tel h ne number 9 876 - 8441 extension 30
Project Manager Signature
Date May 28, 2002 Expirat n Date May 28, 2007
SURVEY PLAT OR FIELD SKETCH OF THE DESCRIBED PROPERTY AND THE WETLAND
DELINEATION FORM MUST BE ATTACHED TO THE YELLOW (FILE) COPY OF THIS FORM.
CF: DENR / DWQ - Wetlands/401 Unit; Attn: John Dorney, 1650 Mail Service Center, Raleigh, NC 27699
USFWS - Raleigh Field Office, P.O. Box 33726, Raleigh, NC 27636-3726
U.S. ARMY CORPS OF ENGINEERS
Wilmington District
Action ID: 200220769 County: Edgecombe
NO DEPARTMENT OF THE ARMY AUTHORIZATION REQUIRED
Property
Owner City of Rocky Mount
Attn: Doug Roberson
Address P.O. Box 1180
Rocky Mount, NC 27802
Telephone Number
Authorized
Agent Appian Consulting Engineers, P.A.
Attn: John Davis
Address P.O. Box 7966
Rocky Mount, NC 27803
Telephone Number 919-562-4673
Size and Location of Property (waterbody, Highway name/number, town, etc: The property is
located on the east side of Old Battleboro Road (SR 1400), approximately 1 mile north of its intersection
with N.C. Hwy 97, northeast of Rocky Mount, Edgecombe County, North Carolina.
Description of Activity: Applicant proposes to fill the existing wetlands with landfill debris.
Your work as proposed does not require Department of the Army authorization for the following reason(s):
X There are no jurisdictional waters or wetlands within the boundaries of the property.
The proposed project does not impact jurisdictional waters or wetlands.
The proposed project is exempt from Department of the Army regulation.
(Specify) The wetlands on-site are isolated and non-jurisdictional.
This Department of the Army determination does not relieve the permittee of the responsibility to
obtain any other required Federal, State, or local approvals/permits. The permittee may need to
contact appropriate State and local agencies before beginning work.
Any changes in the above described work must be coordinated with the Corps of Engineers prior to
commencement. If you have any questions regarding the Corps of Engineers regulatory program,
please contact Amanda Jones at telephone number. (919) 876 - 8441 extension 30
Regulatory Project Manager Signature
Date May 28, 2002 Expiration Date May 28, 2004
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE ATTACHED
TO THE YELLOW (FILE) COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.
CF: DENR / DWQ - Wetlands/401 Unit; Attn: John Dorney, 1650 Mail Service Center, Raleigh, NC 27699
USFWS - Raleigh Field Office, P.O. Box 33726, Raleigh, NC 27636-3726
,u` t-11-U1 Inu uy:7) hm Oily up timl rfftlr PRX:Z)29/L1424 rAuh 2
. ldct-11- 01 08:28A P.02
October 11, 2001
TO: Appian Consulting Engineers, P.A.
331 S. White Street
Wake Forest, North Carolina 27587
FROM: G. Stanley Curtis
One Government Plaza
PO Box 1180
Rocky Mount, NC 27802-1180
I, G. Stanley Curtis , as a representative concerning the site on Tar River
Regional Wastewater Treatment Plant- Hwy 97E do hereby authorize and give permission
for Appian Consulting Engineers to represent or act as agent on our behalf and allow the COE
or any other regulatory agency to go on the property with an Appian representative for such
purposes as necessary to perform the job tasks.
A 7 -- -
. Stanley urtis
One Governent Plaza
PO Box 1180
Rocky Mount, NC 27802-1180
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Michael F. Easley, Governo
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E.; Director
Division of Water Quality
July 30, 2002
DWQ # 02-0471
Edgecombe County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
City of Rocky Mount
Attn: Mr. Doug Roberson
Post Office Box 1180
Rocky Mount, NC 27802
Dear Mr. Roberson:
On Mary 22, 2002 and June 14, 2002 the Division of Water Quality (DWQ) was notified by
receipt of your application regarding your plan to fill isolated wetlands for the purpose of
constructing a demolition debris land fill at the City of Rocky Mount Land fill (LCID) in Edgecombe
County. Approval from DWQ is required to disturb these wetlands. Please provide seven copies of
the following information and refer to the DWQ# listed above in your reply. Your recent respond to
our April 15, 2002 letter is still confusing. For instance, are you still proposing to fill the 0.26 acres
of wetland area? In addition a site plan, which describes the need for the fill was not included.
Finally, the issue of Tar-Pamlico River buffers was not addressed.
I believe that the best way to address the continued inadequacy of this application is to
schedule a meeting in our office to discuss the project. Please telephone me at 919-733-9646 to
schedule the meeting or if you have any questions or require copies of our rules or procedural
materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we
do not hear from you by writing within three (3) weeks we will assume you no longer want to pursue
the project and will consider it withdrawn.
Sincerely,
??k?4
John R. Dorney
401 Water Quality Certification Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
John Davis, Appian Engineers

N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetiands

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TY : LETTER OF TRANSMITTAL
Appun DATE: 6/12/02 APPIAN JOB NO. 0211 J
LTING ENGINEERS, PA TO:
CPor., MUNICAPAL i STRUCTURAL BIOINEM
? NEI+*AL Mr. Steve Mitchell - DWQ
841 s. Wesleyan Boulevard 3800 Barrett Drive
P.O. Box 79M Raleigh, NC 27609 '
Rocky Mount, North Carolina 27803 [phone]
Telephone [phone] PROJECT: j `
Fax [phone] City of Rocky Mount LCID?{f \
email: admingappianengineem.com /
Website: AppianEngineers.com
GENTLEMEN: We are sending you ( X) herewith ( ) under separate cover:
Aa
A
NbT1?1 s
]uet errwnwn r_

PRINT
COPIES DRAWING NUMBER
(REVISION NO. OR DATE) DESCRIPTION CODE
7 Revised PCN for Isolated Wetlands 1
is the revision for the previous PCN submitted. Please call if you have any questions.
Sent by: First Class Mail X
UPS Next Day I AM
UPS Next 2nd Day
Federal Express
Faxed
Hand Delivered
Pick Up
cc: File
server. acestandardforms. oHiceforms.letteroftrensmltaLdoc
If enclosures received are not listed above, kMd/y notlfy at once.
Thank you,
By, John Davis owe: 6/1 ?/Q?
yQWilliam G. Ross Jr., Secretary
\, i4ll

North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D.
Acting Director
Division of Water Quality
April 15, 2002
DWQ # 02-0471
Edgecombe County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Doug Roberson
City of Rocky Mount
P. O. Box 1180
Rocky Mount, NC 27802
Dear Mr. Roberson:
On March 22, 2002 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands for the purpose of constructing the City of Rocky Mount landfill in
Edgecombe County. Approval from DWQ is required to disturb these wetlands. Please provide 7 copies of the
following information and refer to the DWQ # listed above in your reply. In particular as described in 15A
NCAC 2B .0502, we will require you to locate all streams and ponds on the property. Please show these on
maps of suitable scale (for instance V = 100 feet) so we can begin to determine your projects' compliance with
15A NCAC 2H.0500.
1. Are any stream buffers as described in the Tar-Pamilco buffer rules (15A NCAC 213.0259)
located on this property?
2. Are there isolated wetlands found on the site as noted in the application (i.e., has the US Army
Corps of Engineers confirmed that these wetlands are isolated?) If so, we will need to publish a
public notice and receive public comment before an approval can be issued, and
3. A mitigation plan will be needed since total wetland impact exceeds one acre.
Please telephone me at 919-733-1786 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H
.0505(c). The processing time for this application will begin when this information is received. If we do not
hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and
will consider it withdrawn.
incerely,
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
John Davis, Appian Engineers
Dorney/
W ter Quality C ification Program
NCDENIR
North Carolina Division of Water Quality, Wetlands/401 Certification Unit
1650 Mal Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
Ph: [phone], Fax: [phone], http://h2o.enr.state.nc.us/ncwetlands/
k

Office Use Only: Fonn Version April 2001
O
204 71:
USACE Action ID No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" r Ather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project: ? 1
[r? Section 404 Permit
© Section 10 Permit
sz
s'.
[t? 401 Water Quality Certification
?• Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: /L/W /0 39
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
1. Owner/Applicant Information
Name: A 0) F/Oti rMer,r
Mailing Address: A 6 o?
RQJi?__,i

0
L --Zait
02,
Telephone Number: -252 7- -129` Fax Number: iS 972- -) 7-32-
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: AgCo PJA# o Cn?inBQVl t*06 90 (n_ a i t
Company Affiliation:
Mailing Address: E(I 6QX .7 9
Telephone Number: 7/7 S?2 - 4 r(7 3 Fax Number: J 5-S2
- 7
E-mail Address: ;eJayT1 a - 'r?e?r . Co M
H. Applicant Information
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: e 6, - 6,J L? T l? (L C
2. T.I.P. Project Number (NCDOT Only): Ali_
Property Identification Number (Tax PIN): ?2 gf - g - G2-31 - 00 .
3871 - l$- Wiz-00
4. Location

County: c(cDk",be Nearest Town: mouwt
Subdivision name (i clude phase/lot number): !y
c, 1/ylnu "re, Ire_
Directions to site (include road numbers, landmarks, etc.)_:/1F?? ),5 ..
/?-?L.. 1 / P_ A.r 7 D 17?G t')o777f?6n ?n /f? T vn ??TT n?.. d/1 ? /c ?i„., ?I
v 6 i lG 71A r7 hT d Y7" YOa f, fhG7` ?QGG'f 7`D 7n7G
11 J 1
Si lG. Gv a /?-ia, trc ?o ?C?. i{S{?,? .9P? parw,Tv:D? ?+? G/PIVI W?? u./U
5. Site coordinates, if available (UTM or Lat/Long): Al 36" 67 77 V 9-J - /.3 0 ?
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the xistin land ?e or conditio of the I e at the time of this application:
7. Property size (acres): 6g . ?b a c ve-f
8. Nearest body of water (stream/river/sound/ocean/lake): 7a_y )C7.ev
9. River Basin:
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
Page 4 of 12
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10. Describe the purpose) of the proposed work: L /t / e AI n
??nd (?lQari,m Glad 1rKtrT L/sCJYIJ L C-ro u
11. List the type of equipment to be used to construct the project: F /? kn o?.ih ?? &oe?
12. Describe the land use in the vicinity of thi?J project: I VJ J 14 d u r, c? rrr.7 %eI i's
' /; I )
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: A10.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12

UP

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: _ C ?1 L Gad _V Date: lobe-lo/
Applicant/Owner: clad A„ C , '.I«rs
Investigator. 74Y 1(/lam County: ?a??e?omGe
State:

Do Normal Circumstances Exist on the site? a No
Is the site significantly disturbed (Atypical Situation)? es Kfqb)
Is the area a potential Problem Area? Yes
(If needed, explain on reverse.) pate.., /..,
Community ID : I la ..rw
Transect ID: k w!(y
Plot ID: ([_
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. 7 ?n?? ?QF?q FAC 9.
2. L ;
p2, -I LL , s I r«<; -0-1, FAC t 10.
'
3. ut7c%S y?; ?? ;,a /c C
?- 11.
4. 12.
5.fifV?1?;i?ai i.? '1,-?wg?Fq t46 13.
6. 14.
7. 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC
/ao 0
l
di
FAC
(exc
u
ng
-). _
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs Inundated
_ Other
/ Saturated in Upper 12 Inches
_No Recorded Data Available
_L Water Marks
Drift Lines
Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: -(in.) Oxidized Root Channels in Upper 12"
Water-Stained Leaves
Depth to Free Water in Pit: _> a, (in.) _ Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: _? a 3 (in.) Other (Explain in Remarks)
Remarks:

I?
SOILS
Map Unit Name
(Series and Phase): --------
Taxonomy (Subgroup): -A r lc Profile Descriation:
Depth
inches Horizon Matrix Color
(Munsell Moist)
14 . 10 V/1?
a-?o F o
Ca c, R 6
zy w /org 6/e;1
a,-23 c io 4
Drainage Class: 50A'e"'A'°f ?-
Field Observations
Confirm Mapped Type? Yes
Mottle Colors Mottle
(Munsell Moist) Abundance/Contrast
ror?67? ? ? ?
IorR ?/? ? ?f
/o1'RF?? CI'F
loYR s/? C 1 {
Texture, Concretions,
Structure, etc.
iMsbk
sZ-
.rL ?.? sb lC
.S-c4- a IJbA-
LL /n.J.3-3
Hydric Soil Indicators:
Histosol
_ Histic Epipedon
_ Sulfidic Odor
- Aquic Moisture Regime
_ Reducing Conditions
Gleyed or Low-Chroma Colors
_ Concretions
High Organic Content in Surfa ce Layer Sandy Soils
Organic Streaking in Sandy Soils
- Listed on Local Hydric Soils List
Listed on National Hydric Soils List
- Other (Explain in Remarks)
Remarks: ?-j6rac•5 foafs i n 14 zo.1
WETLAND DETERMINATION
Hydrophytic Vegetation Present? t Yes' No (Circle)
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes
Remarks:
(Circle)
Is this Sampling Point Within a Wetland? Yes
Approved by HQUSACE 3192
Y
W'-/

DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: X ?a n {/ _ Date:
Applicant/Owner.
Investigator: County:
State: A1,C

Do Normal Circumstances Exist on the site? Ye No
' Community ID : Itta s ti <
Is the site significantly disturbed (Atypical Situation)? Yes (V o
) ID: we
Is the area a potential Problem Area? Yes o Plot ID: we
(If needed, explain on reverse.) 91
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1.?;??q/ari?oi 5f /ra<?{??a Ffl?t 9. CG?Pr S'P"e! 3 64e-07bI
2.1Qi11L)S Jz,ewi/ l FAG 10. " /1?r? S /V.T_
3. 11.
4. C« i -(-Cl q a Fyqc+ 12.
-Jan/e4
5. Ar?nd,'114114,
? a Fyck/ 13.
y
V
6. a L 14.
7. 15.
a. J?n?Js L??JJJ? 3 ??Jcw+ 16.
Percent of Dominant Species that are OBL, FACW or FAC
C
F
/OO?
-).
(excluding
A e
Remarks:
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
Aerial Photographs Inundated
Other ? Saturated in Upper 12 Inches
_
? No Recorded Data Available Water Marks
Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: _ _(in.) ? Oxidized Root Channels in Upper 12"
_ Water-Stained Leaves
Depth to Free Water in Pit: __0_(in.) _ Local Soil Survey Data
_? FAC-Neutral Test
Depth to Saturated Soil: _ <Z5 _(in.) Other (Explain in Remarks)
Remarks: Cr 0/ ri jr., /rr W-57,
r

SOILS -
Map Unit Name
(Series and Phase): ?° A^a'kC va rr ?'q
-l Drainage Class: 4U52!2 ?_----.
_
c?oQ
Taxonomy (Subgroup): I vX? ; c Fn Field Observation

Confirm Mapped Type? Yes --
Profile Description: s
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
O-l6 C? /c, Y/1 611
loYR6?? cad SC /lltiss
l6-aYt Ca G1
ra/N
/o ifl ?8 ?? a? SG //1?ss "

Hydric Soil Indicators:
Histosol Concretions
u_ Histic Epipedon _ High Organic Content in Surfa ce Layer Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
_
Aquic Moisture Regime _?Listed on Local Hydric Soils List
Reducing Conditions ?Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors _ Other (Explain in Remarks)
Remarks:

WETLAND DETERMINATION
Hydrophytic Vegetation Present? &e2 . No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? a No Is this Sampling Point Within a Wetland? es No
I Remarks:

F
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(es/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
0.sq 0 300, ?WAYAzfj&ic
Z Lk N D. 3
? / SSA Zloxa7t Oa rr.Cf %p?
3 a 400,
?D141,J 11
O.Z? " ?80? lso/a?e ?v

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: A-613 . { 0. ZK 0?a d /
Total area of wetland impact proposed: 1,013
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on ma)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
AIA IVA

" List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www,usgs,goy. Several intemet sites also allow direct download and printing of USGS maps (e.g., )yww,topozone _com,
www.mgpquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
Page 6 of 12
Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U. S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbod
(if applicable) y Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N

' List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e. ., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): &
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): tii4
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Page 7 of 12
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o. enr. state. nc.us/ncwetlands/strmy,ide. html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river. basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
1.013 a c re.r 67"' t,sAh s g7C6c'4- J 0. q),7 acreu ay
t
eAl A4 0. 0 c w? ?
/) 6, ?aha? a. Tin rh.,br.? ca- ?1A1, r ?^A?P /Irn/lnr?
6
T/SA :
s I/owl ";oh /•S; raf,v /.S k 0.521 /. OS w
v4,-h
lJ Z.O : / 2 x 0.0 0.17 2 4cke-r / 5625 cke
04 -
,w .rThYhnwa [r /Jeh 1 L..il/ G DGYhna.?i? Oe 0,0" d1 74 d?A¢Y I.iJ?? l?1 4YC
L-e
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): IV
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes 011?' No ?
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No V
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No [(
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B ,0250 (Randleman Rules and
Water Supply Buffer Requirem nts), or other (please identify )?
Yes ? No If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Impact Required
Zone* Multiplier ,.....-_
2 1.5
Total I I I
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260. IV14
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property. kA
XH. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
/2/
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No M
Is this an after-the-fact permit application?
Yes ? No Z
Page 10 of 12
a
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
11vI- r„..s-YGb r_or-1 /) I' l - vs.
i.- n
_3_022
Applicant/ gent's Signature `/ v Date
(Agent' tgnature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 11 of 12
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
IIIU V.7 runt 11111 Vr ftMI ""Ir
. Oct-11-01 08:28A
October 11, 2001
rhA:Z)Z9/Z14L4 fAUL L
TO: Appian Consulting Engineers, P.A.
331 S. White Street
Wake Forest, North Carolina 27587
FROM: G. Stanley Curtis
One Government Plaza
PO Box 1180
Rocky Mount, NC 27802-1180
I..__....,... G. Stanley Curtis , as a representative concerning the site on Tar River
Regional Wastewater_Treatment E A1 _ Hwy 97E , do hereby authorize and give permission
for Appian Consulting Engineers to represent or act as agent on our behalf and allow the COE
or any other regulatory agency to go on the property with an Appian representative for such
purposes as necessary to perform the job tasks. ?-4
. Stanley urtis
One Govern ent Plaza
PO Box 1180
Rocky Mount, NC 27802-1180
jk.desktop.crmlandfdlage ntautnietter.doc
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the ro ert of the Engineer far use under his supervision. No reproduction or other use i> allowed without his permission. tents of service fora particular si,e or budamg improvement and remains P P Y
been prepared os nsv,~ Ineers, P. A. These dra~~'~^9s
t ~ Consulting Eng
© Copyrg
/~~~NO -

GENERAL NOTES
tion was taken from an actual field 1. Location and topographical informs 03.
een & Associates dated January 3, 20 curve performed by Joyner, K y Y O
Reference Datum is MSL. concrete V
' e if shown, is to be Class III reinforced 2. Storm drainage pip 4 p
meetin ASTM C-76, latest revision. Mount 9 kmanshi shall meet the City of Rocky
rials construction, war p ' 3, All mate , I of S eclflcations, Standards and Design. o a ~ o ~l ni~CQp ~ L~OC~Q~ 0
Manua p 3000 si at 28 days, air entrained unless
4. All concrete is to be minimum p therwise noted on the plans. 0 ° ~ o~~l pL~Q~ G~QD C~ ~ ~ C~ C~
i s and other traffic control devices she 5. All signs, pavement mark ng , test edition as SOD M~'IQ~~ ~ ~3 ~ ~ C~
Ion Uniform Traffic Control Devices, la conform to the Manua o d ° ° o ° • C``1i e ~~Ol1VNJ' • ~~i~ ~ ~ ~ 4~ p ~ C~
nded and are the Contractors responsibility. sine ,
all erfinent rovisions of the Manual o 6. Contractor shall comply with P P and the ~C~C~ G ~ C~G~O
onstruction issued by AGC of America, Inc , Accident Prevention in C S. De arfment of C~C~ ~ C~
ulations for Construction issued by the U, p i 1 Safety and Health Reg ~ i o ° rl 0 4 p~Q~] o c ~ o ~C~D~[~C~1 • o [~4~0 ~ ~~O~l C~0 C~ ~ C~a~
Labor. roximate and shall be ° ° ~ I o ~ ~Q~~~ 0 0 0 ~ DC~ 0 0 ~C~C~ ~O~C ~ s o~~0~1 C~v~ C~ ~3 CG~O
7. Existing utility locations shown, if any, are app One ~ innin work. Contractor shall contact NC C~
verified in the field prior to beg g ° SATE ions of existing utilities prior to ~ -632-4949 for locat i ~ o ° c;~ ~C~~Q~C~~ 0 0 [~~C~C G~ ~~Of~ C~0 ~ ~ C~ 0 C~
Call Center at 1-800
nstruction. ' ° beginning co I ~ Lion of existin electrical facilities will be at the owners ~ m
~ 6. Any reloca 9 I W
ex ense. ` i ~ P A ma ed flood area or Flood Hazard zone, ) M
9. Property is not located m a FE pp nd m ' cove of existing undergrou ( ' Owner is res onsible for determination or dis ry ° ~
andoned utilit linps~ graves or cemeteries j H storage tanks (UST), septic Conks, ab Y c 9, NORTH
that may exist on the site.
1 acre therefore an erosion control permit ~ 11. Site disturbance is more than o , of the / 'z I
work shall be in on site until an approved c Fy has been applied for. No g dditional ~ ~ ,t C~ c All a KET ~ow a en ~ I N S ` TCH KE
v. ATIO the re 9 Y~ I.Ot+ erosion control permit has been obtained from 6
installed that are not sh~~wn on the plans, shall NOT TO SCALE erosion control items that are r to ~
a enc or the En ineer befo?4 installing m orde be approved by the local g y g i s
t. Items not a roved will be instu~led at the contrac or approve for paymen PP
expense. Protected Zone,
12. This site is not located within a Watershed elineated for 404 wetlands by a wetlands specialist from
~ 13. The site has been d All the he wetlands delineation confirmed by the US Army COE.
our office and t for the area located in the existing ditch, is classified as
wetlands, except ds is ' i nal b the US Arm COE. Total disturbance of all wetlan non-iurisdict o y Y
0.99 acres.
motion is shown for reference only. Consult Professional 14, Boundary infor ITE INFO. S TILITY SYMBOLS EGEND U SITE PLAN L
Land Surveyor for boundary data.
therwise all trees not marked to be removed are not to be 15. Unless noted o , FES FLARED TRACT ACREAGE: 401,50 Ac. ---=ccc.c. E%. CURB R GUTTER DRAINAGE PIPE, ( A_~
e are to be rotected from damage by equipment during disturbed. Thy P END SECTION) & RIP RAP. ZONE: TO REMAIN
construction. AREA DISTURBED 79,74 Ac.
ctor shall be res onsible for the repair of any pavement or 16. The contra P tivit . Exercise PRD CURB ec GUTfFR CATCH BASIN, DRAINAGE PIPE & JUNCTION BOX
existin utilities that may be damaged due to construction ac y 9
caution. PRO SPILL UP TEE, G.V. & FIRE HYDRANT
n for revisions to occur to the sealed drawings during the 17. It is comma W/BLOCKING
' in hose. As a result, only plans signed and dated by the permitting and bidd g p ' f n p o A roved for Construction certificate (in addito Q p o 8 Ex .AREA uGNT 4~.~~.{~ 8" S.S. & MANHOLE
Erg ineer of Record m the pp 9 seal and if a licable, also bearing .he
to the si nature and date over the ) pP 9 vernment authorit reviewing and e a licable local o Y NT to of th 9 MOU e and da Pp R CKY natur F 0 ,4t>~?~ TEE do G.V. W/BLOCKING
si Y 0 CIT g ' ered the A roved Construction Drawings. approving the plans, will be consid pp PROPOSED EREA N ~ '?EN STOP SIGN LOCATION
r staked or 1180 rk eithe BOX truction. Wo P.O. These plans only are to be used for cons
" reliminar or with the signature missing from 02 m ed P 278 lens sta Y NT NC cted from P Y MOU constru P OCK R CONCRETE ~ TREET NAME LOCATION
" Construction° certificate will be considered unacceptable fcr the Approved for ~ '1121 IIII
atin and 972 r remedl 252 construction. The contractor shall be responsible fo 9 EX. ELEC. UNE 4,
' is created b him, at hls own expense, which may bo at correcting all conflic y i
variance with the Approved Construction Drawings. o PRO. UNDER-GROUND ~'Q~
0 ° s - ELECTRIC AL SE
8421
° rs l! umas -Si-- EX. SANITARY SEWER
ASSOCIATES ENY & KE YNER JO FNCI,N,
27804 NC ROCKY MOUNT, L. EX. WATER MAIN "lI11111t 1
V v
252-977-3124 EXISTING CONTOUR
oFsy
~ 950 PROPOSED CONTOUR
& LAND ~ i G SU ~
tip' -,y ,t EXISTING GRADE
mn a 950.00 PROPOSED FINISHED GRADE REVISIONS
0
DESCRIPTION: BY: CAD: NO. Q DATE:
ROCKY MOUNT, NORTH CAROLINA 27804 nj 4-29-02 COMMENTS BASED ON CRM PS CH
(919) 977 - 3124
¦ ¦ ¦ ?i

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