19920651 Ver 1_COMPLETE FILE_19921218

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor A. Preston Howard, Jr., P.E.
William W. Cobey, Jr., Secretary December 22, 1992 Acting Director
Mr. Robert D. Gorham, Jr.
The Tuscarora Group
Post Office Box 912
Rocky Mount, North Carolina 27802
Dear Mr. Gorham:
Subject: Proposed Fill in Wetlands or Waters
Commercial development
Nash County
DEM Project # 92651
Upon review of your request for Water Quality Certification
to place fill material in 4.21 acres of wetlands or waters for
commercial development located at southwest quadrate of US 301
bypass and US 64 in Nash County, we have determined that the
proposed fill can be covered by General Water Quality
Certification No. 2671 issued January 21, 1992. A copy of the
General Certification is attached. This Certification may be
used in qualifying for coverage under Corps of Engineers'
Nationwide Permit No. 26. Additional conditions are that 1)
monitoring and wetland impact should follow Appian Map CE-2, Oct.
1992, and conditions 3,4, and 5, 2) Annual monitoring reports
will be submitted by Jan. 1 of each year and document percent
survivability of trees by location and species and 3) Applicant
must certify that wetland hydrology exists at all mitigation
sites.
If you have any questions, please contact John Dorney at
919/733-1786.
Sincerely,
P eston Howard, Jr P.E.
APH:JD
Attachment RREG AL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer
cc: Wilmington District Corps of Engineers
Corps of Engineers Wilmington Field Office
Raleigh DEM Regional Office
Mr. John Dorney
Central Files
1, Oit
DIVISION OF ENVIRONMENTAL MANAGEMENT
RALEIGH REGIONAL OF
July 15, 1992
-yam
r
MEMORANDUM r ` \
To: Ron Ferrell- Water Quality Planning- Wetlanas
Group e
Through: Arthur Mouberry, P.E. Regional Supervisor
Tim Donnelly, P.E.- Regional Water Quality
Supervisor
From: Karl Shaffer- Soil Scientist
Subject: Village Green Development
U.S. Route 301 Bypass
Rocky Mount- Nash County
Proposed application for 401 Certification
Mr. Michael Stocks of Appian Consulting Engineers has made a
request (informally) for a 401 certification for this project. He
is interested in obtaining the necessary permitting before
investing more time and cost in plan development. Mr. Stocks
stated that you are aware of the project site and scope of the
proposal. I visited the site on June 16, 1992 with Shaun Joyner
from Appian Consultants. Enclosed are a copy of my rating sheet,
a copy of the USGS topo map for the area, and a sketch I drew up
for the site with some surrounding features of relevance.
The general area is already highly developed. It is bounded
on all sides by either development or a road. This will impact
the wildlife benefits of the wetland. Please note that I rated
"Dispersal corridor system" with 1 point. I gave "wildlife
habitat" 5 points, but this could be argued due to the fact the
tract is somewhat isolated and surrounded. I think the total of 6
points between these two items is justifiable. With the amount of
surrounding development, it is difficult to tell what the major
direction of water flow is through the system. It is certain that
some water drains through the area and under Rt. 301 to the east.
Some other water probably drains to Stony Creek, although there
may be some depressional areas that hold water without discharge.
These alterations lead to some confusion as to what is adjacent
wetlands to Stony Creek and what may be isolated or "above
headwaters". It is my understanding that Mr. Ken Jolly with the
Corps has made these calls or is in the process of that
determination.
I do not have any experience with the history of this
immediate area, in terms of wetlands permits. If the developer is
the same individual that has performed much of the development to
. I A- It
Mr. Ron Ferrell
Page -2-
date, and has been aware that future development would be limited
by his past acreages of fill, then I would absolutely request
that his application be denied. The area has been filled
extensively, and mostly right to the channel of Stony Creek.
There has been no buffers or limits in the past occurences of
fill in this f loodplain. Much of this may have occurred prior to
restrictions on wetlands fill. The Hardee's site is recent, and
this fill is adjacent to Stony Creek and in the floodplain.
Stormwater routing from adjacent development and highways has
been done in a manner that greatly impacts Stony Creek and the
adjacent wetlands proposed to be filled.
At this time, an exact acreage of jurisdictional wetlands
proposed to be filled is uncertain. The project scope is about 15
acres, of which 30 to 40 percent of the area is probably J.W.
Surface water would be routed to drain under U.S. Rt. 301, and
into the wetlands/f loodplain on the east side of the road,
adjacent to the Tar River. The developer owns approximately 40
total acres in this tract. The remaining acreage will be used for
the mitigation site, at a yet to be determined ratio. Very much
of the remaining tract is J.W., so the mitigation would take
place on those portions which were not jurisdictional. I did not
spend any time in this area, but saw the area from several
vantage points. The wetlands are interspersed, and may be
depressional pockets in some areas. To create more wetlands in
this area would inherently destroy existing wetlands, maybe only
on a short term basis, but I feel that vegetation would be
greatly impacted, along with existing wildlife. Some of the
functions may be forever lost in this instance.
Mr. Stocks is actively interested in pursuing our comments
and a 401 certification. I told him I would send you my comments
for your review, and if you felt it was necessary, to meet with
him to further discuss the situation. There is some information
which is not known which I feel has a significant bearing on
potential for permit/certification issuance. These being total
acreage impacted, mitigation plans and construction techniques,
stormwater control and ultimate discharge point, and the
decisions required by the Corps of Engineers. My general feeling
towards the project is negative because the wetlands have
significant uses, and so much of the natural wetlands/floodplain
in the area have been destroyed. However, the system now is
"culturally isolated", and with certain restrictions relating to
the above comments, and with approval from the Corps, there may
be some possibilities for a certain amount of fill.
Please feel free to contact me if you have any questions, or
if you would like for me to be present if you meet with Mr.
Stocks.
WETLAND RATING SYSTEM WORKSHEET
town
classification
Agency and address lefo
Date and time evaluated jb AZ
Z
known to provide habitat
species?7 0 If so, list
Item No.
Location/Landscape
1 Natural area buffer
2 Sensitive watershed
3 Dispersal corridor system
Ecological values

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for rare, endangered or b
species observed or recorded.
Score (circle one)
4 Special ecological attributes
5 Wildlife habitat
6 Aquatic life
7 Water storage
8 Streambank stabilization
9 Removal of pollutants
Human Values
10 Outdoor recreation/education
11 Economic value
5
4
3
2
0 e 1
5 4 3 2 ?1 ) 0 ? .> v
5 4
4 '3
3 2
2 1
1 0
0 fi
5 4 3
5 4 3
2 1
1 0
0 ?-
5 4 3 2 1 0
5 3 2 1 0
5 4 3 2 1 0
5 4 2 1 0
Total score P7S 7 Z
Site description and notes:
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Project No
Location
or description VIL-AqG, ?NjULT"i
County /VaOA Nearest road or
River basin p?
Nearest stream_ and
Evaluator A?'
Major
Wetland Type
Approximate size of wetland systems acres,'5? ?_-
Approximate extent of wetlands in area a?? acre n?c??
within V4 miles
Three most common plant species (in order):
Soil Series
Hydrologic
Direct
C_
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(if known) ? j ??cr? ?,/or ict m? ?.
indicators
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surface hydrol gic Conn ction NO
Existing Conditions
Drainage
Disturbance
Restoration potentia
Restoration value
Is site
threatened
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Fax #: [phone]
Telephone: [phone]
APPIAN CONSULTING ENGINEERS
841 S. Wesleyan Blvd.
P.O. Box 7966
Rocly Mount, North Carolina 27804-0966
GENTLEMEN:
WE ARE SENDING YOU THE FOLLOWING:
? Prints/Plans ? Estimates
? Permit Applications ? Change order
LETTER OF TRANSMITTAL
DATE JOB NO.
ATTENTION
AE:
? Permit Applications
? Contracts
? Specifications
THESE ARE TRANSMITTED as checked below:
? For approval ? Bid Tabulation Distribution
? For your use ? Approved permits for your
? As requested ? For Review and Comment
? Forward to Appian your Performance Bond, Labor and Materials Bond and Insura
? For your signature, then return to Appian/
? For your processing with:
? Permit Applications ? Plans
? Appian Chk # in the amount of $ _
n
? Boundary Survey needed - see attached
Fry
nl?
aa+?.1, attached o callsu v needed -see attached
NOV 41ap r
? Financial Responsibility form
? As discussed
COPIES DATE NO. DESCRIPTION
REMARKS
COPY TO SIGNED:

MEMORANDUM
TO: John Dorney ° RoV REV wEI_L
Planning Branch
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
***EACH ITEM MUST BE ANSWERED (N/A-NOT APPLICABLE)***
PERMIT_YR: 92 PERMIT-NO:
APPLICANT NAME: VILLAGE GREEN
PROJECT-TYPE: COMMERCIAL FILL
COE_#:
RCD_FROM _CDA: APP
REG_OFFICE: RRO
STREAM CLASS: ?(j
STR_INDEX_NO:S" CI
WL_IMPACT?:Ok
0000651 COUNTY:
INITIALS:
viewer :
?Q Supv : _
Date: WERANDS GROUP

PERMIT-TYPE: 2 6 WATER QUALITY SECTION
DOT-#:
DATE _FRM_CDA: 11/04/92
RIVER-AND-SUB-BASIN
r ej (LQ I 1
p 3 0 3 a2-
WL_REQUESTED:
c/
HYDRO_CNECT? : (-- ) N
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MITIGATION?:ON
MITI GATION_SIZE: 1,60art,4 /V
WL_TYPE : GU T8 /1
WL_ACR_EST?:(2YN
WL SCORE (#) : S-er_ c e?,.ms
MITIGATION_TYPE: Srmcucz'? ?' ?•?at?¢Q
IS WETLAND RATING SHEET ATTACHED? : Y?T Csee
RECOMMENDATION (Circle One): ISSUE SSUE/CON DENY Lp'n,4%11
COMMENTS : / "Joe_ ?hrt .-17111-?a-2 hLXV h/ lzo K0
c? (IAR Y- ? ?n ?. / JrzorfiaC 74 S;fc u?ac JKX . hY2. 2Z
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(u,'?/ ??.,-loOiG?f?4c7irrt? e-.
cc: Regional Office 405 -4_ ? ? ?,uC i??tirr??J ap ?•07?t0?
Central Files
v?? f111?. - a djGr CFA( 210- JN(
Sfy r ,VP X&7?-?4 (AfIt 161
?j?4?l?U iyaO?i?? jv?P?tll YtCvcv

The following is a breakdown of the total number of acres of waters of the US,
including wetlands, impacted by the proposed Village Green project site.
Total Site Acreage (Upland 6 Wetland) = 27.29 Ac
Pre-Development Post Development
Stony Creek Waters 0.46 Ac 0.46 Ac
Storm Water Management Basin
° Forebay (.25' deep) 0.0 0.17
° Pond Area (7.5' deep) 0.0 0.59
° Pond Area (1.17' deep) 0.0 0.04
Adjacent Wetlands 4.55 4.21
Non-Adjacent Wetlands
° Ditched Wetlands 0.28 0.02
° Hawthorn Forest 3.91 0.0
Created Wetlands
° Area Behind the Basin 0.0 0.31
° Area Within the Floodway 0.0 0.57
Total Waters and Wetlands 9.20 Ac 6.37 Ac
Total Wetlands to be Filled = 4.17 Ac
(4.11 Ac NWP 26)
(0. 06 Ac NWP 14)
Total Wetlands Created = 1.09 Ac
Total Waters Created = 0.59 Ac
Total Lost Due to Construction = 2.49 Ac

T P ryF
9
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T l?
United States Department of the Interior
FISH AND WILDLIFE SERVICE .,?
Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
August 17, 1992
Mr. J. Michael Stocks
Appian Consulting Engineers
P.O. Box 7966
Rocky Mount, North Carolina 27804-0966
Dear Mr. Stocks:
This is in response to your letter dated June 25, 1992, requesting the U.S.
Fish and Wildlife Service (Service) to provide information on the potential
impacts to Federally-listed species from the proposed Village Green shopping
center, to be located at the intersection of U.S. Highway 64 and U.S. Highway
301 ByPass in Rocky Mount, Nash County, North Carolina. These comments are
provided in accordance with provisions of Section 7 of the Endangered Species
Act of 1973, as amended (16 U.S.C 1531-1543) (Act).
During your August 11, 1992 site visit with biologist Kate Looney of this
office, it was agreed that the following measures will be implemented to avoid
project-related sediment input into Stony Creek and potential impacts to the
endangered dwarf-wedge mussel (Alasmidonta heterodon): (1) State approved
best management practices for proper erosion control; (2) construction will
remain outside the FEMA 100 year flood plain; (3) the site will be sloped
away from Stony Creek; and, (4) the stormwater retention and detention pond
will be allowed to drain into the wetlands adjacent to the site and away from
'?• Stony Creek.
Based on implementation of the above measures and our August 11, 1992, site
visit, the service concurs that the project, as presently proposed, is not
likely to adversely affect any Federally-listed endangered species.
Therefore, the requirements of Section 7 of the Act are fulfilled. However,
obligations under Section 7 of the Act must be reconsidered if: (1) new
information reveals impacts of this identified action that may affect listed
species or critical habitat in a manner not previously considered; (2) this
action is subsequently modified in a manner which was not considered in this
review; or, (3) a new species is listed or critical habitat determined that
may be affected by the identified action.
We appreciate the opportunity to provide these comments during the early
stages of the project. If you have any questions, please contact Ms. Looney.
Sincerely,
Tom Augsputg?r
Acting Supervisor
Received v
Due I 1
I
North Carolina Department of Cultural Resources
James G. Martin, Governor Division of Archives and History
Patric Dorsey, Secretary Williams. Price, Jr., Director
NATIONWIDE 404 PERMIT REVIEW
APPLICANT: Appian Consulting Engineers
PO Box 7966
Rocky Mount NC 27804
Attn: Mike Stocks
Project Location: NASH COUNTY/Rocky Mount
Proposed Project: Shopping Center
'DW 111111'.
We have received the application for the above project from the
applicant/Division of Environmental Management (circle one) and our
comments are noted below.
Additional information is needed (maps,
photographs, other).
No comment.
Signed
Date / Z
cc: Wayne Wright, ACOE (if info requested)
7/02
109 East Jones Street • Raleigh, North Carolina 27601-2807
RCCEI'Jr=u J U L 1 1942
DEM ID: ACTION ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT =): 14 26
JOINT APPLICATION FORK FOR
KATIONWIDE PERMITS TEAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMIT$ THAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. BOX 1890
WILMINGTON, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY N
DIVISION OF E WEE
NC DEPARTMENT NVIRONMENT, E"
AND NATO SON"ES /?
P.O. BOX 2953 ~F
RALEIGH, NC 76
ATTN: MR. JO D LVIDSGRUI?p
UALf(Y StCi;?N
Telephone [phone] ?..,-,.
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
.ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
1. OWNERS NAME: Mr. Robert D. Gorham, Jr.
2. OWNERS-ADDRESS: The Tuscarora Corp.
P. 0. Box 912
Rocky Mount, NC 2'
3. OWNERS PHONE NUMBER ( FAX ): 919-443-5383 (WORK): 919-443-7041
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Appian Consulting Engineers, P.A.
Rock Mount, NC 27804 '
Attn: Mike Stocks 919 972-7703
5. LOCATION OF PLANNED WORK (ATTACH MAP). COUNTY: Nash
NEAREST TOWN OR CITY: Rocky Mount
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
The southwest quadrant of the intersection of US Hwy 301 B Pass
and US Hwy 64, dust nort of Stony Creek.
6. NAME OF CLOSEST STREAM/RIVER: Stony Creek
7. RIVER BASIN: Tar-Pamlico River Basin
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES ( ) NO ( A (C NSW)
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ) NO [X)
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATIRS OF THE U.S., INCLUDING
WETLANDS, LOCATED ON PROJECT SITE: Adjacent = 4_67 Ac
Non-Adjacent = 4.19 Ac 3/30/92.
Total = 8.86 Ac

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO December 7, 1992
Regulatory Branch
?.._
WATER ALITY 3rCTION
Action ID. 199300379 and Nationwide Permit Numbers 14 (Road Crossing)
and 26 (Headwaters and Isolated Waters)
Mr. Robert D. Gorham, Jr.
c/o The Tuscarora Corporation
P.O. Box 912
Rocky Mount, North Carolina 27802
Dear Mr. Gorham:
Reference your application of October 13, 1992, received November 4, 1992,
for Department of the Army authorization to discharge fill material within
waters of the United States, causing the loss of a total of 4.17 acres of
wetlands (0.06 for road crossings and 4.11 for site development) adjacent to,
and above the headwaters of, an unnamed tributary to Stony Creek, for
construction of the proposed Village Green development, in the southwest
quadrant of the intersection of US 64 and US 301 bypasses, in Rocky Mount,
Nash County, North Carolina.
For the purposes of the U.S. Army Cqrps of Engineers' Regulatory Program,
Title 33, Code of Federal Regulations (CFR), Part 330.6, published in the
Federal Register on November 22, 1991, lists nationwide permits.
Authorization was provided, pursuant to Section 404 of the Clean Water Act,
for discharges of dredged or fill material into headwaters and isolated waters
provided:
a. the discharge does not cause the loss of more than 10 acres of waters
of the United States;
b. the permittee notifies the District Engineer if the discharge would
cause the loss of waters of the United States greater than one acre in
accordance with the "Notification" general condition. For discharges in
special aquatic sites, including wetlands, the notification must also include
a delineation of affected specific aquatic sites, including wetlands; and
c. the discharge, including all attendant features, both temporary and
permanent, is part of a single and complete project.
Authorization, pursuant to Section 10 of the Rivers and Harbors Act of 1899
and section 404 of the Clean Water Act, was also provided for fills for roads
crossing waters of the United States (including wetlands and other special
aquatic sites) provided:
.
-2-
a. The width of the fill is limited to the minimum necessary for the
actual crossing;
b. The fill placed in waters of the United States is limited to a filled
area of no more than one-third acre. Furthermore, no more than a total of 200
linear feet of the fill for the roadway can occur in special aquatic sites,
including wetlands;
C. The crossing is culverted, bridged or otherwise designed to prevent
the restriction of, and to withstand, expected highflows and the movement of
aquatic organisms;
d. The crossing, including all attendant features, both temporary and
permanent, is part of a single and complete project for crossing of a water of
the United States; and
e. For fills in special aquatic sites, including wetlands, the permittee
notifies the District Engineer in accordance with the "Notification" general
condition.
Your work is authorized by these nationwide permits provided it is
accomplished in strict accordance with the enclosed conditions, and with the
measures stated in the enclosed August 17, 1992 letter from the U.S. Fish and
Wildlife Service. These nationwide permits do not relieve you of the
responsibility to obtain any required State or local approval. You should
contact Mr. John Dorney of the North Carolina Division of Environmental
Management at [phone] regarding a State Water Quality Certification.
This verification will be valid for 2 years from the date of this letter
unless the nationwide authorization is modified, reissued, or revoked. Also,
this verification will remain valid for the 2 years if, during that period,
the nationwide permit authorization is reissued without modification or the
activity complies with any subsequent modification of the nationwide permit
authorization. If during the 2 years, the nationwide permit authorization
expires or is suspended or revoked, or is modified, such that the activity
would no longer comply with the terms and conditions of the nationwide permit,
activities which have commenced (i.e., are under construction) or are under
contract to commence in reliance upon the nationwide permit will remain
authorized provided the activity is completed within 12 months of the date of
the nationwide permit's expiration, modification or revocation, unless
discretionary authority has been exercised on a case-by-case basis to modify,
suspend, or revoke the authorization.
W M' •t
-3-
Questions or comments may be addressed to Mr. Eric Alsmeyer, Raleigh
Regulatory Field office, at telephone [phone], extension 23.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Enclosure
Copy Furnished (with enclosure):
Appian Consulting Engineers, P.A.
Attn.: Mr. Mike Stocks
P.O. Box 7966
Rocky Mount, North Carolina 27804
Copies Furnished (without enclosure):
Mr. Larry Odom
Nash County Planning Dept.
Nash County Agricultural Center, Rm. 111
Nashville, NC 27856
Mr. John Parker
North Carolina Department of
Environment, Health and
Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Mr. John Dorney
Water Quality Section
Division of Environmental Management
NortW Carolina Department of
,Environment, Health and
/,"ONatural Resources
\/ Post Office Box 27687
Raleigh, North Carolina 27611-7687

TABLE OF CONTENTS
INTRODUCTION 1-3
° Site Location 1-2
° Purpose of the Report 1
° Site Summary 3
° Outlet Structure Summary 3
° Hydrologic Summary 3
WET POND DETENTION BASIN 4-22
° Minimum Pond Area 5
° Design Parameters 5-6
° Hydrologic Report for (inflow)
° 1 Yr 15 Min Storm (1 int) 7-10
° 10 Yr 1 Hour Storm 11-13
° 10 Yr 24 Hour Storm 14-16
° 50 Yr 24 Hour Storm 17-19
° 100 Yr 24 Hour Storm 20-22
OUTLET STRUCTURE (Assumptions) 23-33
° Depth of 1" Event (49909 cf) 25
° Draw Down Orifice (3" dia) 25-26
° By-Pass Pipes (Twin 30" RCP) 26
° Primary Weir (8' dia) 26-27
° Outlet Structure Schematic 28
° Stage/Storage Table 29
° Outlet Structure (Computer Printout) 30
° Hydrologic Report Stage/Storage/Discharge 31
° Graph
° Stage/Discharge Curve 32
° Stage/Storage Curve 33
HYDROLOGIC REPORT FOR OUTFLOWS 34-94
° 1" Event, Draw Down 35-74
° 10 Yr 24 Hour Storm 75-84
° 100 Yr 24 Hour Storm 85-94
OUTLET PROTECTION 95-96

' APPENDIX 97-103
° SA/DA - 85% TSS Removal with 30' Veg. Filter 98
' ° SCS Rainfall Distribution 99
° Synthetic Storms 99
° I DF Curve (City of Rocky Mount) 100-101
° Runoff Curve Numbers 102
0 Outlet Protection Design Chart 103

' SITE LOCATION
' The Subject site is located in Rocky Mount, NC in the southwest quadrant of US
Hwy 64 ByPass and US Hwy 301 ByPass. Just south of the project is existing
Tarrytown Mall and the Stony Creek and approximately 1000 feet west is an
1 existing apartment complex and Country Club Road. The property is owned by Mr.
Robert D. Gorham, Jr. of Rocky Mount, NC.
PURPOSE OF THIS REPORT
The Purpose of this report is to design a Storm Water Management facility that
will successfully detain the first 1" of rainfall for any given storm. The
facility is to be a wet detention pond with an approximate normal pool depth of
' 7.5 feet. The first 1" of rainfall will have a 2 - 5 day draw down period. The
outlet structure will be designed to bypass any storm flow that exceeds the 1"
event. (i.e. 10 yr 24 hour, 50 yr 24 hour & 100 yr 24 hour)
' This report will be submitted along with a joint application form for NWP #26
that requires notification to the Corps of Engineers and 401 Certification
concurrence.
// l ?.?1[Jl?-Il S4-0?
' J. Michael Stocks, EIT

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SITE SUMMARY
Site Acreage (with Proposed F/W )
Impervious Area
Minimum Pond Area
Designed Pond Area
Curve Number (Assumed)
Average Basin Slope
Hydraulic Length
OUTLET STRUCTURE SUMMARY
Invert of Detention Basin
Draw Down Orifice
Invert of Draw Down Orifice
Norman Pool Depth
Principle Spillway
Principle Spillway Elevation
ByPass Pipes
Top of Dam
Draw Down Time
HYDROLOGIC SUMMARY
18 Ac
85%
0. 39 Ac
0.80 Ac
98
0.5%
1200 Ft.
82.5 Ft.
3" dia
90.17 Ft.
7.67 Ft.
8' dia MH
91.6 Ft.
Twin 30" RCP
95.5
127.58 Hours
(5 days 7 hours 35 min.
Inflow Volume of Outflow Max. Storm
Qp Runoff Qp Elevation
Storm (cfs) (cf) (cf) (ft)
1" Event (1 Yr 15 Min.) 36.29 49909 0.27 91.51
* 10 Yr 1 Hour 74.68 151732 - -
10 Yr 24 Hour 91.20 363427 59.8 93.02
** 50 Yr 24 Hour 119.75 480933 - -
100 Yr 24 Hour 134.01 539703 75.2 93.95
* Not used, 10 Yr 24 Hour provided greater flow
** Not used, the proposed basin would store the 100 Yr 24 Hour
?I

' WET PONn DETENTION 13^-SIN
BY ___ DATE.Q-Z1_92 SUBJECT_STO9M--?AIp?T_ER_J`W`049MB-?T- SHEET
' CHKD. BY ------- DATE --------- ----------------------------------------- ------- .105 NC
-------------------------------- -------------------------------------------------- ------------------
' WET Pow) DETEIJTION BASIN
O DETERMINE MINIMUM Por3o AREA
KgowiJ suRIroce A1zEA oa 7-or4z. 8 45/N AREA = /8 Ac.
' e W/ AeoPoseb r1w
MAXIrAuM DeWo* A%zeA (ilrlPERvious) = 0577,
DINCLOPMEIJT AREA (>A A AL _ 196'-7o
' SUitr-ow E 4jeff F (SA) /8 Ac

X = 15'.3 Ac .4 WAX. 2MPERVIous
B5'% 1-55 REMOVAL E. 30'VE6r6Ti4T/VE oc-11-TcRe (AF'PErJ'D))( A)
8- W/ Pbov DePTA =7.5-" 04LCv4gr6- RMD 4REA
1P' OWD AREA X SA
jp0ow
(. 021s) x (IS)
0.39 Ac minimum
DESIGNED IOND =
1
AREOt 5c.ALED
IoM PROPoSRD
GRADING PLAA(.
D, s4 Ac f 0. Z(o 4c.
t
VJe+lar?d ?e9 , A?tA
WATER AREA
= 0. BO A r, > 0.39
O DESIGN PARAMETERS
O DETAIN rl RST P" W tl 4j) rrALL
t O 2-5, Ay MAVV DOW14 0/ FIRST INCH Or )?UdOFF
STa?lk
° B Y - PA--s s AGy X:2-v -i OzEA-rem 7-HA,-1 -Ttf t I"
t ° Owc,E-r 67-rocraRe- T8 AecomD,47-67 /OD rQ, 24 dvae
STd1?R?l ? .'. /?o ???GE? Y SPi??4-r ?'IJUrRe'D
I
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BY---M-15-----DATE.Q-ZJ_92 SUBJECT'!:kf R--!%f&h6-jPV,9f6! SHEET
NC..__a___OF__- --
CHKD. BY ------- DATE --------- --------------------------------------------------- JOE NO ---°?V/~ - ---
-------------------------------- --------------------------------------------------- -----------------
O USItJU THE 5rS Me-rWOD DErj5RM O E THE 21JFL0utJ HYDROGZArPH
DISC.t kv-r 6- TA sLe.
ST oR M
A. 5-rag h&5 of 0, otke-gfJ :
6. So1? CtiARAC
=MPE>?1 o us
PERK I o US
FIkVIED
?}SSvol E
/ /' ?-V sp-v
Q%O i 1 hooR
Q to 17.4 VrtoooL
Q so, 7A houP
Moo, 24 houR
,T ER1s-rcS of THE B4sj?
/o Ac C/N
85, 98
/S Z.7 q8
zN Co*~TE C F/`L A#reR/ J4 L
CAI rvorrS-E C*5 c 96
DISTRISVI i oN
SYN THE-r I L
SYNTHEfIG
Tvoc ]L.
-rYPI: ?C
TYPE ?L
1
appeg>,1 X e
CN1 =q8
6,ppagbl x C>
C. -r0-rIQL Rvt of ' (r-Ram., TP-40 &. Av:,,Peoms, 8)
STORM` -ro-rAL RArtiWALL (inches)
I" 9VEAT (IYR,+/-3omn) f % iiiehe.4
10 YR, 1 hour Z.8 mMes
10 YR/ 24 Hour J5.8 /,IdeS

5-o YIZ/ 24 hour 7.6 mche5
/00 YR 124 hour R S 1?7&he.5
D. 13ASlt? 'SLOPE (AVER kc4i) = O.7 j C,PRom RoDoser>
,F zoex1?ca PL ,0
E . Hymi4vu d lit l(mT+l /Z?0 f- ?FRo/? EXISTJ/?G? mgbeec s/
T ?fbSED A?"'TeNTioN
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VILLAGE GREEN
STORM WATER MANAGEMENT
APPIAN CONSULTING ENG'RS
ROCKY MOUNT, NC
i YR 15 MIN STORM (iin+/-)
10 YR 1 HOUR STORM
10 YR 24 HOUR STORM
50 YR 24 HOUR STORM
100 YR 24 HOUR STORM
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VILLAGE GREEN.........
STORM WATER MANAGEMENT
1 IN EVENT QYR15MIN)
Hyd. No. 1
Hydrograph type = S.G.S. RUNOFF Peak discharge = 36.29 cfs
Storm frequency = 1 yr Time interval = 5 min
Basin area = 18 ac Fusin curve No. = 98
Ave basin slope = .5 % Hydraulic len = 1200 ft
Basin lag = 14.8 min Time of concen = 24.69 min
Total precip. _ 0.97 in Distribution = Synthetic
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW
(hrs cfs)
0.08 2.62
0.42 =_.94
0.75 2.x'4
TIME--OUTFLOW
TIME--OUTFLOW
TIME--OUTFLOW
(hrs cfs)
0.17 12.76
0.50 x'5.62
0.83 0.00
(hrs cfs)
0.25 26.62
0.58 17.30
0.92 0.00
(hrs cfS)
0.33 x;6.29
0.67 8.98
1.00 0. 00
i
IDES I C3M STCIFZM F'FZEG I F' I TAT I "M -F 4% ]a I- 1=-:
Hyd. No. 1
1 year return period
.26 hour storm duration
Total precip. (in) _ .9720502
Rainfall location = RM
TIME ------ INC P TIME ---- INC P TIME ---- INC P TIME ---- INC P
(min in) (min in) (min in) (min in)
i>. 299 1ii,() 00 (.459 15.i?00 C.214 20.000 U.c???ti
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VILLAGE GREEN.........
STORM WATER MANAGEMENT
10 YR 1 HOUR STORM....
Hyd. No. 2
Hydrograph type = S.C.S. RUNOFF Peak discharge - 74.68 cfs
Storm frequency = i(_-) yr Time interval = 5 min
Basin area = 18 ac Basin curve No. = 98
Ave basin slope = .5 % Hydraulic len = 1200 fit
Basin lace = 14.8 min Time of concen = 24.69 min
Total precip. - 2.55 in Distribution = Synthetic
HYDROGRAPH DISCHARGE TABLE
TIME--OUTFLOW
(hrs cfs)
TIME--OUTFLOW
(hrs cfs)
TIME--OUTFLOW
(hrs cfs)
TIME--OUTFLOW
(hrs cfS)
0.08 0.12 0.17 1.18 0.25 4.12
0 . 42 19.84 (=) . 50 37. 223 ? ? . 543 57.16
0. 75 74.68 0.43:31 67.('.')4 0.92 55.05
1 . ) ) El 27. 80 1. 1'7 17.85 1.25 10.38
1. 4121 2.53 1. 50 (--).78 1.58 0. CiO
0.3 1C),C)4
0.67 72.90
1.0C) 41.5,
1.__ 5.57
1.67 0.00
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DES I C3 P4 STORM P'REC I P' I TAT I ON TAH1LE
Hyd. No. 2
14 year return period
1 hour storm duration
Total precip. (in) = 2.551749
Rainfall location = RM
TIME ------ INC P TIME ---- INC P TIME ---- INC P TIME ---- INC P
(min in) (min in) (min in) (min in)
W;„c_;c?c; 0. 080 10.00-) i;.1?;_; 1?i. c_;

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iiC
c_
;.18

C?i;

1.199
25.000) ::16 3C). 00(--) (-).6(")(-) " 5. C-) 0 0 42 4C-). 000 0. 247
45.000 c-) . ].64 5(--). (--)(-)C) 0. 118 55 . 0 00 0. . 090 60 . 0 00 0. 072

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VILLAGE GREEN.........
STORM WATER MANAGEMENT
10 YEAR 24 HOUR STORM.
Hyd. No. 3
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Hydrograph type
Storm frequency
Basin area
Ave basin slope
Basin lag
Total precip.
S . C:. S . RUNOFF
10 yr
18 ac
.5 %
14.8 min
5.80 in
HYDROGRAPH DISCHARGE TABLE
FZEF='QFZT
Peak: discharge
Time interval
Basin curve No
Hydraulic len
Time of concen
Distribution
91.20 cfs
= 5 min
= 98
1'.7?i() ft
24.69 min
S.C.S. 11
' TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfS)
..4'"'?
_.75
4. () 8
4.42
4.75
5.(--)e
5.42
5.75
6. t? 8
6.42
b.I5
7.08
7. 41.
7.75
8.4'.
8.75
9.08
9.42.
9.75
l t? . 42
1C.). 75
11.08
1.1 .4 2'
11.75
12.08
C..).97
1 . () 5
1.12
1. 2(:)
1.29
1.38
1.47
1.56
1.65
1.7'=
1.82
1.9(-")
1.98
2.(--)6
- 15
2..';5
69
3.04
.... 7V
4.48
5. T9
6.60
8.85
24.16
91 . ^i;
12.42 3r, . 58
].'2 .75 i().::;7
..5t_; t_;.99 3.58 1.C)1 3.67 1.(_)3
_ . 83 1 . ;7 W . 9'.7 1.('-'9 4.0t__; 1. 10
4.17 1.14 4.25 1.16 4..33 1.18
4.50 1.23 4.58 1.25 4.67 1.27
4.8 1 . 12 4 . 92 1.34 5. (10 1.36
5. 17 1.41 5 . y'5 1.43 5 . 3 3 1.45
5.5i; 1.50 5.58 1.52 5.67 1.54
5.83 1.58 5.9' 1. 6i i 6 .0() 1. 63
6.17 1.67 6.5 1.69 6.33 1.71
6. 5(") 1 .7 5 6. 58 1.78 6.67 1. 80
6 .8 _ 1.84 6.92 1.86 7. 0i 1.88
7.17 1.9',2 7.25 1.94 7.33 1.96
7. 50 . C;t:; 7.58 :.. 7.67 :' . t74
7.83 2.()8 7.92 2.1Ci 2.12
8.17 2.1.8 8.25 -.22 8.33. 2.28
8.50 i 2.43 8.58 2.52 8.67 2.60
8.87; 2.78 8.92 2.87 9 . cit:; 2.95
9.17 _.11 9.25 .17 9.33 _.21
9.50 7. 24 9.58 3. i'5 9.67 3. 28
9.83 3.42 9.92 3.53 1t:; . t_iC; 3.65
1.(--).17 3.94 10.25 4.11 1C). _ 3 4.29
10.50 4.69 10.58 4.90 10.67 5.13
1. C.) . 8.7; 5.69 10.9 2*1 . 6.00 11 . i C.) 6.34
1.1.17 6. 97; 11.25 7.36 1.1 . _ _ 8.06
1.1.5(") 9.7(_.) 11.58 11.51 11.67 15.81
11.83 38.3 5 11.92 60. 3.3 12' . c () 81.51
12.17 8'.t?3 12.25 63.85 12._3 46.32
12.5(_') 18.70 12.58 13.53 12.67 11.79
12 . 8::.1 9.3t=? 12 .92' 8. 50 13. 00 7.89
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' HYDROGRAPH DISCHARGE TABLE Cont'd
TIME-- OUTFLOW TIME--OUTFLOW TIME-- OUTFLOW TIME-- OUTFLOW
' (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
1 °:.Cis 7.4?> 1?. 1.7 F .98 l.v .'?'5 6.61. 1?. 6.28
13. 42 5.99 13.5c) 5.72 13.58 5.47 1:'':. 67 5.24
' 1. -3. 7,,'. 5.02 1..':. 8 4.8 ' 13. 9 2 4.67, 14.00) 4.44
14 . U8 4.27 14.17 4 . 1.2 14.25 3.98 14.33 3.8e
, 14.4'
14.75 .79
3.53 14.5()
14.83 =.72
3.47 14.58
14.92 .65
3.41 14.67
15.00 :59
335
15.08 3.29 15.1.7 3 .2 2 15.25 _.16 15._3
15.42 _ . )4 15.5(--) 2.98 15.58 2.92 15.67 2.86
' 1.5.75 2.8(") 1.5.8=': 2.73 15.92 2.67 16.(--)(i 2.61
16.08 2.55 1.6.17 2.50 16.2'5 2.45 16. 2.41
1.6 .4-2 2 . 38 16. 5('-') 2.. ':6 16.58 16.67 ? . 31
16.75 29 .16. 2.27 16.92 2.25 17.00 2.22
' 17.08 2.20 17.17 2.18 1.7.25 2.16 17.x:•3 2.14
17 . 42 2.11 17. 5C) '2. 09 17.58 2.07 17.67 2.(.-)5
' 1.7.75
18.08 2.0:3
1.94 17.8_.
18.17 2 . () 1
1.92 17.92
18.25 1.98
1.9?i 18. UU
18.3? 1.96
1.87
1.8.42) 1.85 18.50 1.8 18.58 1.81 18.67 1.79
18.75 1.76 18.8"_2: 1.74 18.92 1.72 19.00 1.70
' 19.08 1.68 19.17 1.66 19.25 1.63 19.33 1.61
19.42 1.59 19.50 1.57 19.58 1.55 19.67 1.52
19.75 1.50 19.8 1.48 14.92 1.46 20.00 1.44
2o. (*)8 1.41 20.17 1.40 x'0.25 1.38 20.33 1.37
' 20.42 1.36 20. 50 1.35 20.58 1.35 20.67 1.35
20.7 1.34 20.83 1. 4 20.92 1.33 21.00 1.33
21.08 1.32 21.17 1.3' 21.25 1.31 21.'; 1.31
' 21.42 1.31 21.50 1.30 21.58 1.30 21.67 1.29
21.75 1.29 21.83 1.28 21.92 1.28 22.00 1.28
.?.? . U8 1. 27 22 . 17 1 .._ 1 22.25 1.26 22.33 1.26
'22'.42 1.25 22.5(--) 1.25 22.58 1.24 222.67 1.24
' "'2. 75 1.24 22. E3 i ",-- 22.92 1.23 ",- 1 .22
?._.08 1.?? x_.17 1.21 2_.25 1.21 2_.__ 1.21.
273.42 1.2C.) 23. 50 1 .20 2:3. 58 1.19 '123.67 1.19
' 23.75 1.18 273. 83 1.18 23.9"' 1.17 24.00 1.17
24.08 1.(--)7 24.17 0. 87 24.25 C).58 24.733 C) . 35
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"N,nF2iQILOG I (__
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VILLAGE GREEN.........
STORM WATER MANAGEMENT
50 YEAR 24 HOUR STORM.
Hyd. No. 4
Hydrograpt°i type
Storm frequency
Basin area
Ave basin slope
Basin lag
Total precip.
S . C . S . RUNOFF
5C) yr
18 ac
.5 %
14.8 min
7.60 in
HYDROGRARH DISCHARGE TABLE
F2EPOF2T
Peak discharge
Time interval
Basin curve No.
Hydraulic len
Time of concen
Distribution
119.75 cfs
= 5 min
= 98
= 1200 ft
^4.69 min
= S.C.S. II
' TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfS)
;'.C)8 0.94 ?'.1i' (,.,).98 2'.2 5 1.0,21 12.•3 1.05
:' . 4' 1 . C)9 " . 50 .1...1.2 2. 58 1.15 ?' . 67 1.18
.... 75 1.21 ?..87: 1..:'4 2.92 1.27 3. C)()
i8 1.32 _.17 1.:5 3.25 1.38 _.__ 1.4c_r
.3
1.42
.-:..5()
1.45
_ . 58
1 .47
:. 67
7
1 .49
_ .".75 1.52 3 . 8:3 1.54 :3.92 1.56 4.00 1.58
4, 1.) 8 1.60 4,17 1.62 4,25 1.64 4.V= 1..67
4.42 1.70 4.5U 1.73; 4.58 1.75 4.67 1.78
4.75 1.81. 4. 8• 1.84 4 . 921 1.87 5. c i(:) 1 . 9c?
5.08 1.92 5.17 1 . c?5 5.25 1.98 5.:-,'3 2.01
5.42' 2 . (j 5. 5( ? C>6
?' 5.58 '21 . C) 9 5.67 2.12
5.75 2'.1.4 5 .
' .17 5.92 2 2(") 6.00 . "'
2 2
6.(.-.)8 2 .:4:'. 5 0. 1-1 ' 2.28 6.2 5 21 . _!; C) 6. 33.
?.. _ _.
6. 4 2.36 6.50 2.38 6.58 ?
' . 41 6.67 .44
'
6.7 5 2.46 6. 8° 3 2'. 49 6. 92 2
51 7.(-)(,-) A
, 54
7 .08 2.57 7.17 ?' . 59 '7.25 2. 62 7.33 2.64
7. 4': . 67 7. SCE '.. 69 7.56 . 72' 7 . 67 2.74
7.75 2.77 7 .8:71 . 80 7. 9:' 2 .82 8 . C)(-) 2. 85
8 . C>8 .87 8.1.7 :.'.. 91. 8.25 ... 97 8, _ (-?
8.4''_ 3.15 8.50 .'215 8.58 3. . 8.67 _.48
8.7'.-, °:. 59 8.8"• :3. 71 8.92 ? . 82 9 . 0cj = . 94
'
9.08 4.05 9.17 4.14 9.'2 5 4.222 9. 4.27
9.42 4.29 9.50 4.-_31 9.58 4.32 9.67 4.35
9.75 4.43 9,83 4.54 9.92 4.68 10 . (`)C, 4.84
1C)(:)8 5.c`)7: 10.17 5.2"• 1.0.E 5 5.44 1C).•'; : 5.68
10.42.' 5.94 i0. 50 6.20 10.58 6.48 10.67 6.79
1.0.75 7.1: 10.87; 7.52 10.92 7.9': 11. 00 8.47
11.08 8.72 11.17 9,15 11.25 9.71 11.'3 1.0.67,
1.1..4' 11. 11..5(? 12.79 1.1.58 15.17 11.67 20.82
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HYDROGRARH DISCHARGE TABLE Cont'd
TIME- -OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME- -OUTFLOW
' (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
11..75 1.80 11.83 50.43 11.92 79.26 12.00 107.07
12.06 119.75 12.17 107.69 12.25 83.81 12.33 60.78
' 12.42 40.12 12.50 24.53 12.58 17.75 12.67 15.46
12.75 13.60 12.83 12.20 12.92 11.14 11.00 10.35
13.08 9.71 13.17 9,16 10"25 8.66 13*3 8.2'
13.42 7.85 13.50 7.50 13.58 7.18 13.67 6.87

1.3.75
6.58
1.3.8="
6.:'2
13.92
6.07
14.00 '
5.83
14.08 5.60 14.17 5.40 14.25 5.22 14,33 5"08
14.42 4.97 14.50 4.87 14.58 4.79 14.67 4.71
14.75 4.63 14.83 4.55 14.92 4.47 15.00 4.39
15.08 4.31 15.17 4.23 15.25 4.15 15.33 4.07
15.42 3.99 15.50 . 91 15.58 3.8•: ? 15.67 3.75
' 15.75 =.67 15.80 3.59 15.92 3.50 16.00 i 3.42
16.08 3.35 16.17 3.27 16.25 3.21 16.33 3.16
16.42 3,12 16 , 50 3,09 16 * 58 3,06 16,67 3.03
16.75 3.00 16.83 2.97 16.92 2.94 17.00 2.92
17.08 2.89 17.1.7 2.86 17.25 2.83 17.33 2.80
17.42 2.77 17.50 2.74 17.58 2.72 17.67 2.69
17.75 2.66 17.83 2.63 17.92 2.60 18.00 2.57
' 18.08 2.54 18.17 2.51 18.25 2.49 18.3 2.46
18.42 2.43 18.50 2.40 18.58 2.37 18.67 2.34
18.75 2.31 18.83 .28 18.9' 2.26 19.00 2.23'
' 19.08 2.20 19.17 2.1.7 19.25 2.14 19.33 2.11
19.42 2.08 19.50 2.06 19.58 2.03 19.67 2.0()
1.9.75 1.97 19.83 1.94 19.92 1.91 20,00 1,88
' 20.08 1.86 20.17 1.83 20.25 1.81 20.33 1.80
20.42 1.78 20.50 1.78 20.58 1.77 20.67 1.76
20.75 1.76 20.83 1.75 20.92 1.75 21 . 00 1.74
21.08 1.74 21.17 1.73 21.25 1.72 21.33 1.72
' 21.42 1.71 21.50 1.71 21.58 1.70 21.67 1.70
21..75 1.69 21.83 1.66 21.92 1.68 22.00 1.67
',2.08
?. 1.67 22.17 1..66
22.25
.1.66
22.33 1.6?
-.
2242 1..64 2'25n 1.64 22.58 1.63 22.67 1.02;
22.75 1.62 22.83 1.61 22.92 1.61 23.00 1.60
23.08 1.60 23.17 1.59 23.25 1.59 23.33 1.58
3.42 1.57 23.50 1.57 23.58 1.56 23.67 1.56
23.75 1.55 23.83 1.55 23.92 1.54 24.00 1.53
24.08 1.40 24.17 1.15 24.25 0.76 24.33 0.46
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VILLAGE GREEN.........
STORM WATER MANAGEMENT
1001 YEAR 24 HOUR STORM
Hyd. No. 5
Hydrograph type
Storm frequency
Basin area
Ave basin slope
Basin lag
Total precip.
S . C . S . RUNOFF
1C)( . ) yr
18 ac
.5 %
14.8 min
8.50 in
F:_< I=- F=" C3 F:;Z -r
Peak discharge
Time interval
basin curve No.
Hydraulic len
Time of concen
Distribution
134.c_i1 cfs
= 5 min
= 98
= 120)(-) f t
24.69 min
S.C.S. I1
HYDROGRAPH DISCHARGE TABLE
' TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME--OUTFLOW
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfS)
1.. 7 5 O .94 1. &, C).99 1.92 1.04 2. 00 1.09
'
.018 1 . 1_:r 2.17 1 . 17 2.25 1 .211 2.33 1.25
2.4.' 1.29
2 . 50
1.. _
2.58
1.36
2' . 67
1 .39
... 75 1. 43 2
8: ; 1.46 92
2 1.49 3.
00 1.52
. 08 1.. `i4 .
17 1.57 .
25 1.6() 3
`:3 1.63
_.42 1.65 3.5U 1.68 .3.58 1.7(.) 3.67 1.72
_ . 75 1 .75 .. 83 1 .77 .92 1.79 4.0)U 1.82
t 4.(-")8 1.84 4.17 1.86 4.25 1.89 4.33 1.91
4 .4"' 1.94 4. 50 1.97 4.58 2.01. 4.67 2. (")4
4 . 75 2.(--)7 4.8 ; 2. 1C:) 4.9;"' 2.13 5. (;)(:) 2.16

5.42 2 31 5. 5() 2. -.::4 5.58 2.37 5.67 2.40
5.75 2.4;''; 5.8=': X1.46 5.92 ?...49 6.(_')C) 2.52
6.08 am' . 55 6.17 2.58 6.25 11
61 6.33 2.64
'
6.4a' j
'1 .67 6.50 "' 7() 6.58 .
73 6.67 .75
6.75 2.78 6.83 2.81 6.92 2.84 7 . Q(:) 2.87
7. (")P 2 .9C i 7. 17 2.9:. 7 .25 2.95 7 . 3.31 2.98
' 7.42 .U1 7.5(_) .U4 7.58 .)7 7.67 _)9
7.75 3
.121 7.8
:.• `
.15
7.92 y.
18
8.()1)
3. 21
8. o8 '4 8.17 3 .'18 8.25 3.35 8. 3 3 ...1
8.42 .. 54 8. 50) _ .66 8. 58 -3. . 78 8.67 3.91
'
8.75 4. 04 8.83 4.17 8.92 4.30 9. (')0) 4.43
9.08 4.55 9.17 4.66 9.25 4.74 9.313 4.79
9.4',:?. 4.82 9.501 4.84 9.58 4.85 9.67 4.89
'
9.75 4.97 9.8~; 5.G9 9.92 5.25 1i?.t)0) 5.44
10.0)8 5.64 10).17 5.86 10.25 6.11 10.33 6. 37
1.0.421 6.66 1c). 5(:) 6.96 10. 58 7.27 10. 67 7.61
' 1().75 8.(-)(") 1) .8. 8.43 1(:).92 8.89 11.0)0) 9.39
1.1 .0)8 9.77 11.17 1 ().2 5 11.25 1(:).88 11.33 11.92
?d

t
t

t

I
I
HYDROGRAPH DISCHARGE TABLE Cont'd
TIME- -OUTFLOW TIME--OUTFLOW TIME--OUTFLOW TIME- -OUTFLOW
(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs)
1.1.42 13.08 11.50 14._= 11.58 17.0C) 11.67 2=._2
11.75 35.62 11.83 56.46 11.92 88.75 12 .00 119.83
1.2.08 1.34.(-)1 1 .17 i ii.50 12.'5 9`..78 1 .33 68.01
1'2.42 44.89 12. 50 -7.44 1'.2. 58 19.86 12.67 17 . 29
12 . 75 :1.5. 21 12.83 13. 64 12.92 12.47 13 . 00 11 .'57
1 3. C)8 10.86 13.17 10.25 13.25 9.69 9.21
1.3.42 8.78 13. 50 8 . _;9 1.3.58 1 ; . 67 7 .69
13.75 7.36 13.83 7.07 13.92 6.79 14.00 6.52
14.08 6.27 14.1.7 6.?i4 14.25 5.84 14.33 5.69
14.42 5.56 14.50 5.45 14.58 5.36 14.67 5.27
14.75 5.18 14.83 5. ('..)9 14.92' 5. 00 15.00) 4.91
15.08 4.82 15.17 4.73 15.25 4.64 15.33 4.55
1.5.42 4.46 15.50 4.37 15.58 4.28 15.67 4.19
15.75 4.10 15.83 4. 0 1 15.9'x' 3.92 16.00 _ . 83
1.6.08 ?.74 16.17 7.66 16.2'5 _.59 16.33 3 .54
1.6.42 '.'L!;.49 16.5(.-) 3.46 16.58 3.42 1.6.67 3.39
1.6.75 '6 16.8: _'r 71' .?_ 16.92: _.:?9 17,?iC? _.2'6
1`1.08 3.23 17. 17 _.2(--) 17.'5 3 .17 17.33 3 .1:
17.4;_? 1() 17.50 .0 7 17.58 =;.Ci4 17.67 3.C.)1
17.75 21.97 17.83 2.94 17.92
.,w. 91
18 B. c)
2.88
le. 08 2.84 18.17 2.8:.1 1.8.25 2.78 18.. 3 2.75
18.42 '42.72 18.50 .2-68 18.58 2.65 18.67 2.62
18.75 '2.59 18.8 2.56 1.8.92' 2.52 19.(. 2.49
J.9 . ?.?8 2.46 19. 17 2 .4: 19.25 2.4C? 19.33 2 . " 6
1.9 . 42 2. `,3 19. 50 2. 19.58 2.27 19.67 2 .2.
19.75 2.20 19.83 2.17 19 .92 2.14 2C.). 00 2.11
2().(.-)B 2.07 20. 17 2 . ) 5 20.25 2.(--)2 20 . _ _ 2.01
20. . 42 2 . i iC ) 2(). 5C_) 1.99 20.58 1.98 2(). 67 1.97
2() . 75 1.97 20.8 ; 1.96 20.9 2 1.95 21 . C)0 1.95
21. C18 1.94 21.17 1 .9:' 21.25 1.9T 21.33 1.92
21.42 1.92 21.5(.) 1.91 21.58 1.90 21.67 1.90
21.75 1.89 21.83 1.88 21.92 1.88 2'2.00 1.87
22.08 1.86 22.17 1.86 22.25 1.85 22.33 1.84
22.42 1.84 2 2. 5(") 1 .8:3 tz . 58 1 .BL; 22.67 1.82
22.75 1.81 2'2.8.x: 1.81 22.92' 1.80 2. 3.OCi 1.79
.23. C.18 1.79 23.17 1 .78 2'_7 :. 25 1. 77 2::. 33 1.77
23.42 1.76 23.50 1.75 2.'.58 1.75 2.3.67 1.74
^'' . '7 5
i 1.74 2:3.83 1 .7 :,..' . 92 1.72 2'4 .OCR 1. 7'2
24 . 0B 1.57 24.17 1.28 24.25 (").85 24.33 0.51.
?1

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Ln
11
Z3
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OUTLET STRUCTURE

i
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BY---nMl----- DATE.97:9a-.'4Z SUBJECT ---?lrr? T ___ST,?IJGTlJi?C ------ SHEET NC.
CHKD. BY ------- DATE --------- --------------------------------------------------- JOB NO.._9Z'?7__---- - --
-------------------------------- --------------------------------------------------- ------------------------------
® ovr-Ler S?RuoT are
Know 1 of zrVor QP 36. z9 cg's Jo l?yq? 449o9 cl-/'
r4 :
/0YR /101M 4P = N.be c?s VolvAie = 151'732 c/
/0 ye Z4 #,vP- , Qp = 91.2- c r s /vrr ? 3(,-34Z7 ,; k
So YR o4llome //9, 7S , Idaw e 4(60f3:3 c
/40 Yx 74)VO14A /39.01 41,oO e = 539703 c
?or -DRAW 1?uJr? ? z - S dam
° 3 r ai#&Wy Sp,,, lk) 4y To 8y-p.e-5 /go ye hSbwR
OX l0 YR 2#Now i wH/L/!a-?tm -.3? G?ec-??-r?l?
° "DEreNTio13 5To)zA{m6- (FROM ; oR-SED &Rr4WM ROW)
&*NToom ELt44Tlotj
90.17 (AORMALIP60)
9/.o
92.0
93. D
9q, o
95-. o
2
AW, ?/f'lio/% T p
oIC VKA&
A-Rt A
34e570 5)=-
36926-
3975-0
4. Lv0
465--00
4976--0
A FROM HYDROLOGIC k7etber & Cr4Pm (5CS f u?T cv/r6)
i
BY---- 5--- DATEy-?Z SUBJECT ---??TJe4tT-- -?CTKvGTI/IeFi SHEE' NC. .- -5---- Jr ...- ---
. BY
CHKD ------- DATE.--------
-------------------------------- ----------------

------------------------- ---------

-------------------------- JOB NO..--

----------- 92-14
-
-
------------ --- --
CALCULWre / ASSOME :
ARan DErEN riO/J 6-x-09 4 a f/o/vNe O 'Jo /" re?? 4q 409 C ?
SET f6E ?I -poti 0 1= $ f'-,SASS Shill- AY
??F ?
901/7 34850 3S88e Z47e7
91.0 369z5'
38338 (fl,iz9
92.0 39750
501 4/ r Z9 7G7 X 91 _ 499°q - 2q787
x L ? 1 g2--q 1 ?e/z9 -21? 787
9Z 68117-4
X-q1 = Zo_!1
1 38 337
X - (31. 52
QSsvrr?e 13 y -PAPS s 3P/L.Lk/.4 %
94 (o - 90.17 i 4 43 &, C'?4cc?vrr? LAW "PavAi OR) Fie-Gr
ih vvE 3 day T-*Aw -WW. l is
QM?n = Y°I/dayf - /Sec =
Ofwel - , / 9 c A
Q CA 29 6H
A= Q/C (,:Z . -H)
Riti. Q
4ggo9
3 x 24 x bo x
Sep
)ay dye
t

BY_-- AIL ----- DATE) O-JIZ SUBJECT ------U?ZL. T---57RUC.T?R C--
CHKD. BY------- DATE--------- ---------------------------------------------------
-------------------------------- ---------------------------------------------------
A 03143 Al
SHEET NO ._pL-?_. '-I . _ _--
JOBNO..----IZ-!--- ---
-----------------------------
OZ
.0491 t42
(*e- DRAU) 1ivn/ OglF/Gc' ;vB o I#e, 4e,? 4a.k
*p, obi s chor9G y/ decree oo-s flea decreases
'
woo"Ac -ri 90.17 ?jo 7 90. /7
R?odG f1 ?`?E 5/?? 710 /?f / ?/?5S ?lo Gv ?`?o GCKT PP/NG
Kj,1owt-1 : o? of Pry = 95 S
APE _lp v&RT = 90,17 2, A/W hb2d = s 33 '
6me ko STomA,4 E X : lo? emu-zzao 7 WAW,- %q/w ??
710 $y-p tss 160112 Z4 yoaRe -?Tor71r, OP= 154,401 e7s
rWI/l1 Hu'ID = Z.q (1,(vol ieufg 33)
Z.Qx Z. S = 7.Z5" 7; / 36
-rgy TwiA) 7,6 "2G P

1,6X5 - 4.61 1104
Tw 4V 36 " R 6P Wu a4hzy-
, e*6 E C-G-7"5 7,RY
u'?out' 5-reizh6 G-i hv? w/
3o " RGI>
:. BY-PA55 i"Pes = tea)/? 30'(R6P
4:55UN45- P?JMAAIY 4velp- -S,-rxve-rvRe-
SGG?iG/?R?T.
u/IZt -cT 36-

BYL!'!s ______ DATE: -Q ? QZ. SUBJEC----V-UYL_E_Tt___5rRUGTURc
/ --- SHEET NO .-- - - ?' - - --
Z /-`----- --
CHKD. BY------- DATE--------- --------------------------------------------------- JOB NO.
-------------------------------- --------------------------------------------------- -------------------------- --
lIS500E *PEPTt/ STILL SGT A'6 AS-
H ?E?2 s5 /. 5 ?
lJl?l4-T ? S GEAI GTt1 ,
L = q?C '5i'z
/ /2.63)'Z)?Z
L
MY ZW 4TN rs -7 2 ? ?
Z ?t' 4
,=cTlve7 L = Z0.13
,EFr
Zo, /3 7 !8, D
e " ? 10H / dg
i
BY ------ DATE i10:T - SUBJECT _ ?l ul!pE?/?1-d-- Ll? uGI U -------- SHEET NO. -L -- OF..-----
CHKD.. BY-------DATE--------- ------------??iHfeJ!!L??I C•-------------------- JOB NO..--92-14-------
-------------------------------- --------------------------------------------------- -----------------------------
e' =D M1i
We= -!rmvvrvRG A
(MM*Y &. loo YR SAiLLWAY)
3d" Re-P' I
CuWCfir a, wre evLVERT 9'(KoLTURE A
A (Sy-Pkss 'PjpLf-.'5)
.OUL.VERT 5natTuRE 8
(MANJ Dowt1 oRIFIGE)
95. S' T f of D,+Ak
a /oo Y9 14 NR
v io YP V H Z
3p"??GP I..b f3"? I 3O„RCp
e, EVENT
_1 1 %-90.17

/ /, f jen1-r, /o ye, & /00 %2
d` Tad/ eso, 6-rv;z- m iLe ?A-rioN ru
$E- C?LCUG/?reD ONCE
6-rmzm -3 ,FodreD.
16- 404 +0 SLA LC

' STAGE / STORAGE TABLE
1. RESERVOIR No = 1. 2. RESERVOIR NAME = DETENTION...
S = Ks * Z^b
Ks = 0............
c=?...,. . ..
.
b =
' START ELEV = U .....
STAGE ELEVATION INCREMENT
=;::.
CO AREA INC STORAGE
TOT STORAGE
'
4 ft ft
0.00
90.17. sq ft cu ft
";48511... cu ft
5 0.83 91.00. 36925 ... 29786 29786
6 1.83 92.00. 39750 . 38337 68123
' 7 2.83 93.00. 43000 . . . 41 374 109497
8 303 94.00. 46500 ... 44750 154247
' 9
Iii 4.83
0.00 95.00.
0.00. 49751...
0...... , 48125 202372
11 0 . 0i i 0.00 . 0 .......
12 0.00 0.00. 0 ....... C? C)
' 13 0.00 0.00. 0....... i? G
14 0.00 0.00. 0 ....... 0 c >
' COOToAM 41ZE0- 5cALZ1> FRom
WOPP5W BAS10 Q ZN014 4 h6p.
' 14TLF,?- T3y PJgnimeAer.
?G

OUTLET STRUCTURES .
Reservoir: 1
' CUL VERT STRUC A. O=CoA ° 2g h / k66 . 5 CULV ERT STRUC D. Q=CoA ° 2g h / k.6" .5
.1.. WIDTH (in) = 30. 9. WIDTH (in) = _ . .

' 2.
'" HEIGHT (in) = YC).
No. BARRELS = 2.. 10.
11. HEIGHT (in) =
No. BARRELS = 1..
4. INVERT ELE~:V. = 90. 17 .... 12. INVERT ELEV. = 90. 17 ....
5. Co = 0.60 13. Co = 0.63
' 6. CULVERT LENGTH (ft) 100. 14. CULVERT LENGTH (ft) = . 5 . .
7. CULVERT SLOPE (%) =
.5.. 15. CULVERT. SLOPE A) = 0 ...
8. MANNING'S N-VALUE = .012 16. MANNING'S N-VALUE = .012
' 17. MULTI-STAGE OPTION ? (Y/N) Y
WEI R STRUCTURE A. Q=CWLH"EXP WEIR STRUCTURE B. Q =CWLH'EXP
' 18. CREST LENGTH (ft) = 25.1 ... 21. CREST LENGTH (ft) = c i ......
19. CREST ELEVATION = 91.6... 24. CREST ELEVATION = 95.....
20. Cw - 2.63 25. Cw = 2.68
' 21. EXP = 1.50 26. EXP = 1.50
22. MULTI-STAGE OPTION " (Y /N) Y 27. MULTI-STAGE OPTION ? AM N
1

f/
H'YDROLOG I C REPORT
S T AGE / S TOR A GE / n I S CH AR GE
RESERVOIR NUMBER = 1
RESERVOIR NAME = DETENTION...
STORAGE VALUES WERE INPUT MANUAL)
DISCHARGE VALUES: CULVERT STRUCT
* CULVERT STRUCT
* WEIR STRUCT A.
WEIR STRUCT B.
(* Controlled by Culv Structure A)
_Y
A. 0 = .6 *A*°2gh/k6^.5 * 2
B. 0 = .63 *A*°2gh/k6^.5 * 1
0 = 2.63 * 25.1 * H ^ 1.5
0 = 2.68 * O * H ^ 1.5
ELEVATION DISCHARGE (cfs)
CULVERT A CULVERT B WEIR A WEIR B
------------------------------------------------------------
yC;,17 ci„t)0) 0)0) (.),0u') C) (--)C)
9.32 0) . 21 0) . 0) C) !a . C) 0i
92.ii0) 7t? (--).24 16.70
(i.OO
9:,;,0)0) 59.41 0)„ti(.) .1.(:)9.:55 C)
94. 0>0 75.92 C) . (.)C) 245.44 U . 0)!?
95.0)i.) 89.4 _: 00) 41:x; . 85 (_) . c_)!_)
i) . t_)t t_i0i !.)(; f) 0 )0 )

O,(j(i 0),Ci[) 0),0)(j 0.("o
!),t)O

o(.) 0) . C) 0. 00 (_) . (X)
STAGE ELEVATION INC STOR TOT STOR OUTFLOW
cu ft cu ft cfs
------------------------------------------------------------

t i . 83 91 . !.)(_i 29786 29786 0.21
1.83 92. ()0i -re:-:r37 6812:' 16.94
2.8 93. C)(-") 41:'74 10)949 7 59.41
T , 8; 94.()-) 44750 154: 4'7 75. 9'
4.83 95.0 )01 481 25 2C)'12372 89.43
0. 00 0.(-)(-) Ci C)

O„[i0i 0),0 0 !_) 0
U.0i0>
C) . 0) C) 0.00 (-) (-) 0. C)(--)

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34
HY[:>ROLOG 1 C REPORT
FOR OUTFLOW
° 1" Event, Draw Down
° 10 Yr 24 Hour Storm
0 100 Yr 24 Hour Storm
?s
HYDFZOLLOG I C REPORT FOR
VILLAGE GREEN
STORM WATER MANAGEMENT
1 IN EVENT DRAW DOWN
APPIAN CONSULTING ENG'RS
ROCKY MOUNT, NC

t

H`1fI3FZQL-t7? I C FREP'OR?'

VILLAGE GREEN.........
STORM WATER MANAGEMENT
1 IN EVENT OUTFLOW....
Hyd. No. 11
hiydrograph type = RESERVOIR F-tOUTE: F'eaP.-. discharge - 0.27 cfs
Storm frequency = 1 yr °1-ime interval = 5 min
Inflow hyd. no. = 1 Reservoir no. = 1
HYDROGRAPH DISCHARGE TABLE
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs

1

1
C). 00 2'.622 0,00 0. 00
ci,c)8 2.62 12.76 -.62 2.62 c_;.Clii
C).17 1.2.76 26.62 18.00 18.00 C).00
0.'25 26.62 '_'••6.9 57.22 57.319 0.08
0.33 .16.29 33.94 119.8 3 120. 1:3 0. 15
0.42 3 _ . 94 25.6`,_ 189.65 190. (--)6 0.2(.-.)
(:), 5() 25.62 17. X10 248.73 249.20 0.24
).50 17 .:';(-) 8.98 291.14 291 , 65 0.26
0.67 8.98 2.24 ?16.88 317.41 0.27
0. 75 2.24 cj0 327. 55 328.09 0. 27
c_).8: c'_,.cic) c).0 0
329.24
329.78
(.27
0.92 c_) , c )0 c) , c )0 328.69 329.24 0.27
1 . (_)0 i) , c ic) c) . c)c) :328.14 328.69 0.27
i . 08 ?; . i ic_; 0 , 00 3'x'7.60 "'_128.14 0.27
1.17 c) , c)c) 00 '12 . c=) 5 3227 . 6c) i . 27
1.25 C).c)(") c:;.(;)c) 3'x`6.51 327.05 (').27

.L _
1.371,
c_)ii
i),c;c:)
325.96
=26.51
0.27
1.44'_ c),<)0 325.4; 325.96 c:).27
1 .:?0 c) , c )c) Oc.) S24.87
325.42
0.2'7
1..58 ii,c)0 t'),00 324.3 _ '~24.87 CJ,27
1.67 C) C) C)ii 32-11.79 324.::,13 27
1.75 C). GC) 0 C)c) :32.'-:r. 24 323.79 0.27
1. 83 OC) 3'22.7k) 323.24 0.27
1.92 c,),c_u 16 322.7() 27
2 . c )i i c_) , c)c i C; , c:) C) --21.62 3^2. 16 0.27
30
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
2.08 0.0(:) 0.00 321.08 321.62 0.27
2.17 0.00 0.0) 320.54 321.09 0.27
2.25 0.O(:) 0.00 320.00 320.54 0.27
2.33 0.00 i > . 0(7 319.46 320.00 0.27
2.42 0.00 0. 0? i 318.92 319.46 0.27
2.50 0.00 0.0) 318.39 318.92 0.27
2.58 0.00 0.00 317.85 318.39 0.27
2.67 0.00 0.00 317.31 317.85 0.27
2.75 0.00 0.00 316.78 317.31 0.27
2.8 0.0(..) 0.00 316.24 316.78 0.27
2.92 0.0(i 0.00 315.70 316.24 0. 27
3.00 0.0(-) 0.00 315.17 315.70 0.27
3.08 0.00 0.0('-) 314.64 315.17 0.27
3.17 0.0(") 0. 00 314.10 314.64 0.27
3.25 0.00 0.00 313.57 314.10 0.27
3.33 0.0i) 0.00 31.3.04 313.57 0.27
3.42 0. 0(i 0.00 312. 50 13 . i i4 0.27
3.50 0.00 0.00 " 11.9'7 312.50 0.27
3.58 0.00 0.00 311.44 311.97 0.27
3.67 0.0(..) 0.0(-') 310.91 311.44 0.27
3.75 0.00 0.00 310.38 310.91 0.27
3.83 0.00 0 . 0(i 309.85 310.38 0.27
.92 0.00 0.00 309.32 309.85 0.26
4.00 0.00 0.0() 308.79 309.32 0.26
4.08 0.00 0.00 308.26 308.79 0.26
4.17 0.00 0.00 307.73 308.26 0.26
4.25 0.00 0.00 307.211 307.73 0.26
4.33 0.00 0.00 306.68 307.20 0.26
4.42.' 0.00 0.00 306.15 306.68 0.26
4.50 0.00 0.00 305.62 306.15 0.26
4.58 0.00 0.00 305.10 305.62 0.26
4.67 0.0c) 0.0() 304.57 305.10 0.26
4.75 0.0('-) 0.0(::) 304 . 05 304.57 0.26
4.83 0.00 0.0(.) 303.52 304.05 0.26
4.92 0.00 0.00 303.00 303.52 0.26
5.00 0.00 0.00 302.48 303.00 0.26
5.08 0.00 0.00 301.95 302.48 0.26
5.17 0.00 0.00 301.43 301.95 0.26
5.'2.'5 0.00 0.00 300.91 301.43 0.26
5.3.3 0.00 0.0O 300.39 300.91 0.26
5.42 0.00 0.00 299.87 300.39 0.26
5.50 0.00 0.0('-') 299.35 299.87 0.26
?r
1 tj
1
t

t
11
11
11
11

11
11
11
11
1
11
11

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
5.58 0.00 0.0() 298.83 299.35 0.26
5.67 0.00 0.00 298.31 298.83 0.26
5.75 0.00 0.00 297.79 298.31 0.26
5.83 0.00 0.00 297.27 297.79 0.26
5.92 0.0('') 0.00 296.75 297.27 0.26
6.00 0.00 0.00 296.2:3 296.75 0.26
6.08 0.00 0.00 295.72 296.23 0.26
6.17 0.00 0.00 295.20 295.72 0.26
6.25 0.00 0.00 294.68 295.20 0.26
6.33 0.00 294.17 294.68 0.26
6.42 0.00 0.00 293.65 294.17 0.26
6.50 0.00 0.00 293.14 293.65 0.26
6.58 0.00 0.00 292.62 293.14 0.26
6.67 0.00 0.00 292.11 292.62 0.26
6.75 0.00 0.00 291.60 292.11 0.26
6.83 0.00 0.00 291.08 291.60 0.26
6.92 0.00 0.00 290.57 291.08 0.26
7.00 0.00 0.00 290 . 06 290.57 0.26
7.08 0.00 0.00 289.55 290.06 0.26
7.17 0.00 0.00 r 289.04 289.55 0.26
7.25 0.00 0.00 288.53 289.04 0.26
7.33 0.00 0.00 288.02 288.53 0.25
7.42 0.00 0.00 287.51 288.02 0.25
7.50 0.00 0100 287.00 287.51 0.25
7.58 0.00 0. c i0 286.49 287.00 0.25
7.67 0.00 . 0.0 > 285.98 286.49 0.25
7.75 0.00 0.00 285.48 285.98 0.25
7.83 0.00 0.00 284.97 285.48 0.25
7.92 0.00 0.00 284.46 284.97 0.25
8.00 0.00 0.00 283.96 284.46 0.25
8.08 0.00 0.00 283.45 283.96 0.25
8.17 0.00 0.00 282.95 2B3.45 0.25
8.25 0.00 0.00 282.44 282.95 0.25
8.33 0.00 0.00 281.94 282.44 0.25
8.42 0.00 0.00 281.43 281.94 0.25
8.50 0.00 0.00 280.9 3, 281.43 0.25
8.58 0.00 0.00 280.43. 280.93 0.25
8.67 0.00 0.00 279.92 280.43 0.25
8.75 0.00 0.00 279.42 279.92 0.25
8.83 0.00 0.00 278.92 279.42 0.25
8.92 0.00 0.0o 278.42 278.92 0.25
9.00 0.00 0.00 277.92 278.42 0.25
I

w

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
9.08 0.00 0,OC? 277.42 277.92 0.25
9.17 0.00 0.00 276.92 277.42 0.25
9.25 C?.00 C). 00 276.42 276.92 0.25
9.33 0. C)c:? 0. . c_i(:) 275.92 276.42 0.25
9.4 0.00 0.00 275.43 275.92 0.25
9.50 i 0.0(--) 0. 00 274.93 275.4•' 0.25
9.58 C? . 00 0.00 274.43 274.97; 0.25
9.67 0. 00 0.00 273.94 274.43 0. 25
9.75 0.00 0.00 273.44 273.94 Ci. 5
9.87, 0.00 0. C ?C ? 272.94 273.44 0.25
9.92 c:? , 00 0. 00 272.45 272.94 0.25
10.00 0. 00 0.0C? 271.95 272.45 0.25
10. 08 (-). C ?0 0.00 271.46 271.95 2; , 25
10.17 0.00 0.00 270.97 271.46 0.25
10.25 0.00 f). 0(? 270.47 270.97 0.25
10.33 0. , 00 (--). C?C ? 269.98 270.47 0.25
10.42 0.00 0.00 269.49 269.98 0.25
10. 50 C? , c)(-) 0.0o 269 . 00 269.49 0.25
10.58 0.00 0.00 268.51 269.00 0.25
10.67 0.00 C). 00 268. c:?2 268.51 0.25
10.75 0. . 00 0.00 267.53 268.02 0.25
10.8? 0.00 C). c_?c_? 267.04 267.53 0.24
10.92 o.(-)(--) 0.00 266.55 267.04 C ) . 24
11 . 00 0.0 ? o. 00 266.06 266.55 0.24
11 .08 0.(--)() 0. 00 265.57 266.06 0.24
11.17 o.00 ci.c:?0 265.08 265.57 0.24
11.25 0.00 0.00 264.60 265.08 0.24
11.33 C ? . C ?C? ?:? . 00 264.11 264.60 0.24
11.42 C ? . C)o (-).(-)o 263.62 264.11 0.24
11.50 0.00 c i .0( 263. 14 263.62 0.24
11.58 C?.c"_?t:? 0.00 262.65 263.14 0.24
11.67 c i . C)o 0.00 262.17 262.65 0.24
11.75 0.00 0.0C? 261.68 262.17 0.24
11.83 f i . C ?C? 0. . 00 261.20 261.68 0.24
11.92' C ? . c:?c:? Ci . 00 26"-).72
261.20
0.24
1'2.0(:) 0.00 0.00 260.23 260.72 c i . 24
12.08 0.C?0 0.00 259.75 26C?.23 ii.24
12.17 0.OC? 0.00 59.27 259.75 0.24
12.25 0. 00 22.00 258.79 259.27 0.24
ciC? c?.00 2'58. 31 258.79 o.24
12.42 0 ,c:?0 0.00 257.83 '258.31 1 o.24
12. 5(.') c:? . C?C ? (-) . 0(-) 257.35 257.83 0.24
:?5y

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
12.58 0.00 0.00 256.87 57.35 0.24
12.67 0.00 0.00 256.39 256.87 0.24
12.75 0.0(::) 0.00 255.91. 256.39 0.24
12.83 0.0(7 0.00 255.43 255.91 0.24
12.92 0.00 0.00 254.95 255.43 0.24
13.00 0,00 0.00 254.48 254.95 0.24
13.08 0.00 0.00 254.00 254.48 0.24
13.17 0.00 0.00 253.52 254.00 0.24
13.25 0.0(.') 0.00 253.05 253.52 0.24
13.33 0.00 0.00 252.57 253.05 0.24
13.42 0.0(--) 0.00 252.10 252.57 0.24
13.50 0.00 0.00 251.62 252.10 0.24
13.58 0.00 0.00 251.15 251.62 0.24
13.67 0.00 0.00 250.68 251.15 0.24
13.75 0.0() 0.00 20.2(:) 257.68 0.24
1....83 0.00 0.00 249.73 250.20 0.24
13.92 0.0(--) 0.00 249.26 249.73 0.24
14.00 0.00 0.00 ,iii > 248.79 24.9.26 0.24
14 . 08 0.00 0.00 248.32 248.79 0.24
14.17 0.0c> 0.00 247.85 248.32 0.24
14.25 0.00 0.00 247.38 247.85 0.27:
14.33 0.00 0.00 246.91. 247.38 0.23
14.42 0.00 0,00 246.44 246.91 0.23
14.50 0.00 245.97 246.44 0.23
1.4. 58 0,0 0.00 245.50 245.97 0.2=;
14.67 0.00 0.00 245. 0:3; 245.50 0. 2
14.75 0.00 0.0('') 244.57 245.03 0.2;
14.83 0.00 0.00 244.1(7 244.57 0.23
14.92 0.00 0.00 243.63 244.10 0.23
15.00 0.00 0.00 243.17 243.63 0.23
15.08 0.00 0.00 242.70 243.17 0.23
15.17 0.0i i 0.00 242.24 242.70 0.23
.15„25 0.00 0.00 241.78 242.24 0.23
15.33 0.00 0.0c7 241.31 241.78 0.23
15.42 0 , 0(-,) 0.00 240.85 241.31 0.23
15 . 50 0.00 0.00 240.39 240.85 0.2-.--';
15.58 0.00 0.00 2,39.92 240.39 0.23
15.67 0.00 0.00 239.46 239.92 0.23
15.75 00 239.0() 239.46 0.23
15.83 0.00 0.00 238.54 239.00 0 ^-.•
15.92 0,00 0,0(i 238.08 238.54 0.2':;
16.00 0.00 0.00 237.62 238.08 0 .2:3;
40

11

11
11
1
11
11
11 17.92 0.00 0.00 227.18 227.63 0.22
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
16.08 0.0 0.00 237 . 16 237.62 0. 2Z:
16.17 C). C)) 0. 00 236 . 70 237.16 0.23
16.25 0.00 0.0(? 236.24 236.70 0.2-';
16.33 0,00 0.00 235.79 236.24 0.2=
16.42 0. 00 0.00 2,;5..= 3 235.79 0.27,;
16.50 0.00 0.00 234.87 235.33 0.23
16.58 0.00 0.00 234.42 234.87 0.23
16.67 0.00 0.00 233.96 234.42 0.2:-'!.:
16.75 0.00 0.00 233.51 233.96 0.2'"
16.83 0.00 0.00 233.05 233.51 0. 2"_'•;
16.92 0.00 0.00 232.6(? 233.05 0.23
17.00 0.00 0.0() 232.14 232.60 0.2-3
17 . 08 0.00 0.0(-') 231.69 232.14 0.2--':
17.17 0.00 0.0(..) 231.24 231.69 0.23
17 . 5 0.00 0.00 230.78 231.24 0.23
17.33 0.0(-,) 0. 00 230.0-3 230.78 0.23
17.42 0.00 0.0(-') 229.88 230.33 0.23
17.50 0.00 0.0() 229.43 229.88 0.23
17.58 0.00 0.00 228.98 229.4 _ 0.23
17.67 0.00 0.00 228.0_r, 228.98 0.23
17.75 0.00 0.00 228.08 228.53 0.2':..:,
17.83 0.00 0.0(-') 227.63 228.08 0.22

18.00 0.00 0.00 2'26.7 227.18 0.22
18.08 0.00 0.00 226.28 226.7 0.22
18.17 0.00 0.0i i 225.84 226.28 0.22
18.25 0.0) 0.00 225.39 225.84 0.22
18.33 0.0() 0.00 224.94 225.39 0.22
18.42 224.50 224.94 0.22
18.50 0.00 0.00 224.05 224.50 0.22
18.58 0.00 0.00 223.61 224.05 0.22
18.67 0.0ii 0.0(-') 223.16 223.61 0.22
18.75 0.00 0.00 222.72 223.16 0.22
18.83 0.00 0.0(..) 222.28 222.72 0.22
18.92 0.0(:) 0.00 221.873 222.28 0.22
19.00 0.00 0.00 221.39 221.83 0.22
19.08 0.00 0.00 220.95 221.39 0.22
19.17 0.00 0.0C) 220.51 220.95 0.22
19.25 0.00 0.00 220.07 220.51 0.22
19.33 0.0(::) 0.00 219.63 220.07 0.2'
19.42 0.00 0.00 219.19 219.6' 0.22
19.50 0.0(..) 0.00 218.75 219.19 0.2'
,4f

11
11
11
11
11
11
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
19.58 0.00 0.00 218.31 218.75 0.22
19.67 0.00 0.00 217.87 218.31 0.2
19.75 0.00 0.00 217.43 217.87 0.22
19.83 0.00 0.00 216.99 '17.43 0.22
19.92 0,00 0.00 216.56 216.99 0.22
20.00 0.00 0.00 216.12 216.56 0.22
20.08 0.00 0.0(**) 215.68 216.12 0.22
20.17 0.00 0.00 215.25 215.68 0.22
20 . 25 0.00 0.00 214.81 215.2; 0.22
20.33 0.00 0.00 214.38 214.81 0.22
20.42 0.00 0.00 213.94 214.38 0.22
20.50 0.00 0.00 213.51 213.94 0.22
20.58 0.00 0.00 213.08 213.51 0.22
20.67 0.00 0.00 212.64 213.08 0.22
20.75 0.00 0.00 212.21 212.64 0.22
20.83 0.00 0.00) 211.78 212.21 0.22
20.92 0.00 0.00 211.35 211.78 0.22
21.00 0.00 0.00 10. 92 211.35 0.22
21.08 0.00 0.0(-') 210.49 210.92 0.22
21.17 0.00 0.00 210.06 210.49 0.21
21.25 0.00 0.00 209.63 210.06 0.21
21.33 0.00 0.0('') 209.20 209.63 0.21
21.42 0.0() 0.00 208.77 209.20 0.21
21.50 0.00 0.00 208.34 208.77 0.21
21.58 0.0() 0.00 207.92 208.34 0.21
21..67 0.00 0.00 207.49 207.92 0.21
21.75 0.00 0.00 207.06 207.49 0.21
21..83 0.00 0.00 206.64 207.06 0.21
21.92 0.00 0.00 206.21 206.64 0.21
22.00 0.00 0.00 205.79 206.21 0.21
22.08 0.00 0.00 205.36 205.79 0.21
22.17 0.00 0.0(*.,) 204.94 205.36 0.21
22.25 0.00 0.00 204.51 204.94 0.21
22.33 0.00 0.00 204.09 204 . 51 0.21
22.42 0.00 0.0o 203.67 204.09 0.21
22.50 0.00 0 . i (.) 201.25 203.67 0.21
22.58 0.00 0.00 202.83 203.25 0.21
22.67 0.00 0.00 202.40 202.83 0.21
22.75 0.00 0.00 201.98 202.40 0.21
22.83 0.00 0.00 201.56 201.98 0.21
22.92 0.00 0.00 201.14 201.56 0.21
23.00 0.00 0.00 200.72 201.14 0.21
QZ

11
11
i
11
11
11
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
23.08 0.00 0.00 200.30 200.72 0.21
23.17 0.00 0.00 199.89 200.30 0.21
23.25 0.00 0.00 199.47 199.89 0.21
23.33 0.00 0.0(i 199.05 199.47 0.21
23.42 0.00 0.00 198.62; 199.05 0.21
23.50 0.00 0.00 198.22 198.63 0.21
23.58 0.00 0.00 197.80 198.22 0.21
23.67 0.00 0.00 197.39 197.80 0.21
23.75 0.00 0.00 196.97 197.39 0.21
23.83 0.00 0.00 196.56 196.97 0.21
23.92 0.00 0.00 196.14 196.56 0.21
24.00 0.00 0.00 195.73 196.14 0.21
24.08 0.00 0.00 195.32 195.73 0.21
24.17 0.00 0.00 194.9('') 195.32" 0.21
24.25 0.00 0.00 194.49 194.90 0.21
4.33 0.0(-') 0.00 194.08 194.49 0.21
24.42 0.00 0.0(,-) 193.67 194.08 0.21
24.50 0.00 0.00 193.26 193.67 0.21
24.58 0.00 0.00 192.85 193.26 0.20
24.67 0.00 0.00 192.44 192.85 0.20
24.75 0.0(-,) 0.00 192.03 192.44 0.20
24.83 0.00 0.0) 191.63 192.03 0.20
24.92 0.00 0.00 191.22 191.63 0.20
25.00 0.00 0.00 190.81 191.22 0.20
25.08 0.00 0. 00 190.40 190.81 0.20
5.17 c i . 0c) 0. 00 190 . 00 190.40 0.20
25.25 0.00 0.00 189.59 190.00 0.20
25.33 0.00 0.00 189.19 189.59 0.20
25.42 0.00 0.00 188.76 189.19 0.20
25.50 0.00 0.00 188.38 188.78 0.20
25.58 0.00 0.0(-') 187.98 188.38 0.20
25.67 0.00 0.00 187.57 187.98 0.20
25.75 0.00 0.0('-') 187.17 187.57 0.20
25.83 0.00 0.00 186.77 187.17 0.20
25.92 0.00 0. . 00 186.37 186.77 0.20
26 . 00 0.00 0.00 185.97 186.37 0.20
26.08 0. Q0 0.00 185.57 185.97 0.20
26.17 0.00 0. 00 185.17 185.57 0.20
26.25 0.00 0.00 184.77 185.17 0.20
26.33 0.00 0.00 184.37 184.77 0.2()
26.42 0.00 0.00 183.97 184.37 0.20
26.50 0.00 0.00 183.57 183.97 0.20
43

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
26.59 ().f)() c_).()C) 18:.17 1t3T.57 c).20
26.67 ii.iii) 0 .0i) 18''.78 183.17 (:).20
26.75 i) , () (:) 0. 00 182.38 182.78 0.21)
2'6.8", i),Q C).00 181.98 182.38
26.92 1'.111) i),i)() 181.59 181.98 0.20
27.00) C). ()i) C) c)
181.19
181. 59
i) . 2(.)
27.08 0.00 0. 11(1 180. 80 181. 19 0.20
27.17 C) C) 0,1)0 180.41 181),gc:) 20
27.25 i),i)c:) c_)i) 181).()1 180.41 0.2O
27 . 33 )i) C) . C) C.) 179.6' 181) , i)1 i) . 2C)
27.42 i i . 0o 179.23 179.62 i) . 2i)
27.50 C) C.) 178.84 179.2=; 11.21)
27.58 i) . c:)c_i 178.45 178.84 0. 20
1.'7.67 0.00 1),1)11 175.05 178.45 0.21)
".x'7.75 t),(:)i) 177.66 178.1)5 c.i,2'i)
27,83 11,(111 1),111; 177.27 177.66 0.19
27.92 0 .0 C) i) . C) C) 176.89 177.27 0. 19
28.00 () , i)ci i i . (iii 176. 50 176.89 0. 19
28.08 i) . C) C-) C). i)(-) 176. 11 176.5(.) 0.19
28.17 i) 1).111) 175.72 176.11 0.19
28 . ^5 i) . i)Q 175 . 3:-S' 175. 7 0.19
28 . _ _ i) , i)i) () . 00 174.95 175 .._ _ ().19
28.42 00 i ) . c:)i) 174.56 174.95 0. . 19
28.5f.) Q . i )c.) i) . C)C-) 174.18 174.56 0.19
28.58 17-3 .79 174.18 0.19
28.67 i) . c) C) C) C) 173.41 173.79 0.19
28.7',5 (") . i i i) C) . C) c:) 17.3. 1)'' 173.41 0. 19
28.8 0.0c:) 1.72.64 173 .01' 0.19
28.92 1).1)11 172.26 17.64 (:).19
2q, ii(:) (:).OC) c) C) 171.87 172.26 0.19
29.08 i).(:)C) 171.49 171.87 1).19
1'9 . 1'7 C)i) i i . C)(-) 171.11. 171.49 0.19
29 .2'S C) . 0C) C). C)0 171) . 73 171.11 () . 1.9
'9. :33. 1),111) 0.0C-) 170.' S 1711.7:_, 0.19
29.42 C) . C") C) 169.91 17(? .35
t'_i , 19
29. iii) 0 . (.)0 169.59 169.97 ().19
29.58 i i . 0C) C) , O(::) 169. ` 1 169.59 0. 19
29.67 1).111) ii.UC) 168.8_: 169.21 C.).19
29. 7j( 166.46 168.83 0. 19
1'9 . i)O 0. 00 168. (--)B 168.46 0.19
:9.92 i) , (_)c i i) . C-) c) 167.70 168. (:)g 0. 19
_;(:).c) C) 0.00 0. 00 167.==: 167.70 ().19
44

I
I
I
HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
nrs cfs cfs cfs cfs cfs
. C) . C;8 Cl . C)C; i_; . C>C; 166.95 x.67. '3 0. 19
3(.".). 17 0 , 0C; o , c.;Ci 166.58 166.95 0.19
,;0.25 C) , C; 166.20 166.58 0. 19
C). =;:' ci,OC; C; 165.8° 166.20 0.19
30.4"2 C;.0 C;Ci 165.45 165.8 Ci.1.9
30. 50 c.;,C;C; i;.c_;c_; 165.08 165.45 0.19
0, 58 0,0 0Q 164.71 165.Ci8 19
30. 67 0.00 G . C;0 164.34 164.71 0. 19
;C; , 75 C). c:;c_i 0. 00 163.96 164.:,4 0. 19
30. 83 c.; , c_; 163.59 163.96 0. 19
:30.92 C; . 0 c'; „ C; C; 163. 22 163. 59 Q. 19
31„C;C; C;,C) 1622 .85 163„22 0.1.9
w;1 „ C>8 0Ci 0 , 0 1622.48 162.85 0.18
1.17 C; , C;0 162.11. 162.48 0.18
1„25 O,CiC; c:)„CiCi 161.75 162.11 0.18
31.3_ 0,0( C) ,t.;C; 161.38 161.75 0„18
1.„42 C; c_; C) C) 161.01 ibi. 38 t.;.i8
:_ 1. „ 5C; C) C) C;Q 16(-.).64 161.01 0. 18
31.58 0 . f) ; 0.00 160.28 10.64 0. 18
31.67 0 , C; , t.;C; 159.91 160. 28 0.18
31. .7 5 c.; , 00 C) C) 159.54 159.91 c.? . 18
31.83 C;„C;ci t_;i; 159.18 159.54 0,18
31.92 0. 00 0.0t.) 158.81 159 , 18 0.18
32.1 C; , oC; C; , C) C) 158.45 158.81 ?; . 18
C;8 0C;C; c_;Cr 158,1>9 156.45 0.18
:32. 17 0 „ 00 157.72 158.017 0. 18
32.25 0 0 C;„C;C; 157.36 157.72 0,18
:32.33 t; . c.) c.) C; . C) C) 157.0) 157.36 C).18
`;2 .42 C > . C>0 C). 00 156.64 15 -7. 00 0.18
32. 5C; 0. , 00 C). 00 156.28 156.64 C; . 18
:32. 58 0.00 C; . 00 155.92 1+6.28 0.18
°2.67 155 , 56 155.9' 0. 18
32.75 0.0 C; 15 5,'x`0 155.56 c.;.18
32.83 0.(--)o 0.00 154.84 155.20 0. 18
2 2 „ 922 0 , 0C? 0 , 00 154.48 154.84 0. 1.8
00 0.00 0.00 154.12 154.48 0.18
C;8 0c.; 15*:! ; .77 154.12 Q. 18
313. 17 0 , C;c.; 0 , 153.41. 153.77 0. 18
_ .25 C;C; C;„C; 153.05 153.41 0. 18
__.__ c.;,00 C;ci 152.70 153.(--)5 c.?.18
3731 42" 00 0.00 15'2.34 152.70 C; . 18
33. 50 0.0c_; i , C; C; 151.99 152.34 0. 18
`f6-

I

4(0
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
33.58 C; , C;C r C).
151.64
151.99
0 . 18
:33 . 67 C). 00 C) , Ot_i 151.28 151.64 C; . 18
33.75 C;C; 0 , c';C; 15(,-,).93 151.28 C; . 18
3:3. 83 c.). o c) i i . ;c"; 150.58 150.9:: i; . 18
33.92 Ci,C;ti 150;.2"2 150.58 0.18
3,'4. C;C'; 0. C;C; 0.
149.87
150.22
0.1.8
34.08 t.; . 00 C). C>C? 149.52 149. 87 i . 18
3.4 . 17 00 149.17 149.52 0. 18
34.25 0. c.). C>0 148.82 149.17 0.17
3:4 . C). Ot:; 00 148.47 148.81' 0.17
34.42 0 . 0 C). 148.1.2 146.47 0. 17
34. 50 0 , 0 0.00 147.78 148. 12' 0. 17
34.58 0. c_;t_; C; , c iCi 147.4:3 147.78 0.17
34.67 0.00 t i . 00 147.08 147.43 0. 17
7.4 .75 C; . 00 00 146.74 147.o8 i i . 17
3:4.83. Ci . oo 0.00 146.39 146.73 0. 17
:4.92 0 . C>Ci 146. 04 146.39 0.17
;5,Ci0 0,Ci0 C),C;(:) 141.70 146.04 i;.i7
35. 08 C) C-) 0 . C-)0 145.35 145.7(.) 0. 17
=;5.1.7 C) f)
145.01
1.45.35
0.17
35.25 0.00 0 . C) C-) 144.66 145.01 17
_':5 . _ 00 t:;Ci 144. *2' 144.66 Ci . 17
5. 42 00 14r.98 144.32 C.17
35. 50 C>.00 C?.C;C; 14°x..64 14:x•.98 0.17
3.5. 58 0 , 0C; 0 , 00 143.29 143.64 0.17
.x•5.67 Ci,tiCi C;.CiCi 142.95 143•.29 G.17
35.75 0.0Ci C;,C;0 142.61 14'.'.95 17
35.E3:• t:;,00 C?,00 14"x'.27 142.61 C.17
35.92 C; . 00 c i . C?0 141.9: 3 142.27 0.17
:,•6.00 0 . (.)0 Ci . 0(")
141.59
141.93
0.17
36.08 0.00 C; 141.25 141.59 0.17
_-6.17 0,C;0 Ci,ci0 14(..92 141.25
0.17
36.25 0.00 C) . 00 140. 58 140.9 0.17
6 .'; 0.0C? 0.00 14c.? . 24 140.58 0.17
:1.6.42 c i . 00 0.0C> 139.90 14(). 24 0. 17
36. 50 C; . 0C; 139.57 139.90 0. 17
6.58 C; . t_i , t.i0 139.2:." 139.57 0.17
36.67 0 , 00 O , C) C) 138.90 139.23' c.? . 17
:_;6.75 C; , C;c i C; , 00 138.56 138.9(.-) 0.17
•6.8 0 , 00 c i , 0(,) 1:-' 8.23. 138.56 0.17
36.92 0. (.)t_i C; . C;0 .1:'7.89 138.23 17
37. 00 0.00 0 . 0 C; 1:7.7. 56 137.89 0. 17

11
11
11
11
11
11
11
11
11
11
11
11
11

47
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
37.08 0.00 0.00 107.23 137.56 0.17
37.17 0.(_0 0.00 136.90 137.23 0.17
37.25 0.00 0.00 136.57 136.90 0.17
37.33 0.00 0.0C) 136.23 136.57 0.17
37.42 0.00 0.00 135.90 136.23 0.17
37.50 0.0('-') 0.00 135.57 135.90 0.16
37.58 0.00 0.00 135.25 135.57 0.16
37.67 0.00 0.00 134.92 135.25 0.16
37.75 0.00 0.00 134.59 134.92 0.16
37.83 0.00 0.00 134.26 134.59 0.16
37.92 0.00 0.0 i 13 .9 134.26 0.16
38.00 0.00 0.00 133.61 133.93 0.16
38.08 0.00 0.00 133.28 133.61 0.16
38.17 0.00 0.00 132.95 133.28 0.16
38.25 0.00 0.00 132.63 132.95 0.16
38.33 0.00 0.00 132.31 132.63 0.16
38.4' 0.00 0.00 131.98 132.31 0.16
38.50 0.00 0.00 131.66 131.98 0.16
38.58 0.00 0.00 131.33 131.66 0.16
38.67 0.00 0.00 131.01 131..33 0.16
38.75 0.0(-,) 0.00 130.69 131.01 0.16
38.81 0.00 0.00 130.37 130.69 0.16
38.92 0.00 0.0 0 130.05 130.37 0.16
39.00 0.00 0.0('') 129.7.3 130.05 0.16
39.08 0.00 0.00 129.41. 129.73 0.16
39.17 0.00 0.00 129.09 129.41 0.16
39.25 0.00 0.00 128.77 129.09 0.16
39.33 0.00 0.00 128.45 128.77 0.16
39.42 0.00 0.00 128.13 126.45 0.16
39.50 0.00 0.00 127.82 128.13 0.16
39.58 0.00 0.00 127.50 127.82 0.16
39.67 0.0() 0.00 127.18 127.50 0.16
39.75 0.00 0.00 126.87 127.18 0.16
39.83 0.00 0.0(-*) 126.55 126.87 0.16
39.92 0.00 0.00 126.24 126.55 0.16
40 . 00 0.00 0.00 125.92 126.24 0.16
40.08 0.00 0.00 125.61 125.92 0.16
40.17 0.0o 0.00 125.29 125.61 0.16
40.25 0.00 0.00 124.98 12529 0.16
40.33 0.00 0.00 124.67 124.98 0.16
40.42 0.00 0.00 124.36 124.67 0.16
40.50 0.00 0.00 124.05 124.36 0.16

1

11
i
11
11
1
11
11
11
11
11
11
48
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
40.58 0.00 0.00 123.74 124.05 0.16
40.67 0.00 0.00 123.43 123.74 0.16
40.75 0.0o 0.00 123.12 123.43 0.15
40.83 0.00 0.00 122.81 123.12 0.15
40.92 0.00 0.0() 122.50 122.81 0.15
41.00 0.0(-,) 0.00 122.19 122.50 0.15
41.08 0.00 0.00 121.88 122.19 0.15
41.17 0.00 0.00 121.57 121.88 0.15
41.25 0.00 0.00 121.27 121.57 0.15
41.33 0.00 0.00 120.96 121.27 0.15
41.42 0.00 0.00 120.66 120.96 0.15
41.50 0.00 0.00 120.35 120.66 0.15
41.58 0.00 0.00 120.05 120.35 0.15
41.67 0.00 0.00 119.74 120.05 0.15
41.75 0.00 0.0(--) 119.41 119.74 0.15
41.83 0.0 i 0.00 119. 1 31 119.44 0.15
41.92 0.00 0. 00 11 B . 119.1' 0.15
42.00 0.00 0.00 11B.53 118.83 0.15
42.08 0.0 0 0.00 118.23 118.53 0..15
42.17 0.0(..) 0.00 117. 9 w 118.23 0.15
42.25 0.0(.-.) 0.00 117.6:3; 117.93 0.15
42.33 0.00 0.00 117.33 117.63 0.15
42.42 0.00 0. 00 117 .0: 117.33 0.15
42.50 0.00 0.00 116.73 117.03 0.15
42.58 0.0(::) 0.00) 116.44 116.73 0.15
42.67 0.00 0.00 116.14 116.44 0.15
42.75 0.00 0.00 115.85 116.14 0.15
42.83 0.00 0.00 115.55 115.85 0.15
42.92 0.00 0.00 115.26 115.55 0.15
43.00 0.00 0.00 114.96 115.26 0.15
4- . 08 0.00 0.00 114.67 114.96 0.15
43.17 0.00 0.00 114.38 114.67 0.15
43.25 0.0(i 0.0(') ..1.14.09 114.38 0.15
43.33 0.00 0.00 113.80 114.09 0.15
43.42 0.00 0.0(--) 113.51 113.80 0.14
43.50 0.00 0.00 113.22 113.51 0.14
43.58 0.O() 0.00 112. 9°3 113.22 0.14
43.67 0.00 0.00 112.64 112.9 0.14
43.75 0. 0(,.) 0.0() 112.36 112.64 0.14
43.83 0.00 0.00 112.07 112.36 0.14
43.92 0.0(:) 0.0C) 111.79 112.07 0.14
44.00 0. 0() 0.00 111.50 111.79 0.14
I

11
i
i
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
44.08 0.00 0.0(..) 111.22 111.50 0.14
44.17 0.00 0.0(--) 110.93- 111.22 0.14
44.25 0.00 0.00 110.65 110.93 0.14
44.33 0.00 0.0(-') 110.37 110.65 0.14
44.42 0.0(-) 0.00 110.09 110.37 0.14
44.50 i 0.00 0.0(.-) 109.81 110.09 0.14
44.58 0.00 0.00 109.53 109.81 0.14
44.67 0.00 0.00 109.25 109.53 0.14
44.75 0.00 0.00 108.97 109.25 0.14
44.8 0.00 0.00 108.69 108.97 0.14
44.92 0.00 i 0.00 108.42 108.69 0.14
45.00 0.00 0.00 108.14 108.42 0.14
45.08 0.00 0.00 107.86 108.14 0.14
45.17 0.00 0.00 107.59 107.86 0.14
45.25 0.00 0.00 107.31. 107.59 0.14
45.33 0.00 0.0(? 107.04 107.31 0.14
45.42 0.00 0.00 106.77 107.04 0.14
45.50 0.00 0.0) 106.49 106.77 0.14
45.58 0.00 0.00 106.22 106.49 0.14
45.67 0.00 0.0() 105.95 106.22 0.14
45.75 0.00 0.00 105.68 105.95 0.14
45.83 0.00 0.00 105.41 105.68 0.1:_'•;
45.92 0.00 0.00 105.14 105.41 0.13
46.00 0.00 0.00 104.87 105.14 0.1 ;
46.08 0.0('') 0.00 104.61 104.87 0. 1:?:
46.17 0.00 0.0(-') 104.34 104.61 0.13
46.25 0.00 0.00 104.07 104.34 0.13
46.33 0. 00 0. 00 103.81 104.07 0. 17;
46.42 0.00 0.00 103.54 103.81 0.13
46.50 0.00 0.00 103.28 103.54 0.13
46.58 0.00 0.00 103.01 103.28 0 . 1 ,
46.67 0.00 0.00 102.75 103.01 0.13
46.75 0.00 0.00 102.49 102.75 0.13
46.8 0.00 0.00 102.23 102.49 0.13
46.92 0.00 0.00 101.97 102.23 0.13
47.00 0.00 0.0O 101.71 101.97 0. 173,
47.08 0.00 0.00 101.45 101.71 0.13
47.17 0.00 0.0c-r 101.19 101.45 0.13
47.25 0.00 0.00 100.9.? 101.19 0.1.3
47.33 0.00 0.00 100.67 100.9" 0.13
47.42 0.00 0.00 100.41 100.67 0.13
47.50 0.00 0.00 100.16 100.41 0.13
1

5,0
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
47.58 c). 99.9(--) i0)0 . 16 . i
47.67 0 , 0) 0) Ci0) 99.64 99.90 !.) . 13
47.75 !:) , C iC) C) . c.)0 99.39 99.64 0. 13-
47.03 0.00 0 . C) C) 99. 13 99.39 c i . 1
4 7 , 92 ci , C-) C) c i , (-)0i 98.88 99.13 0.13
48.0;0) 0.OC> C i , 0)Ci 98 . d: 981. 88 0 . I :f,
48.0)8 0.Oc) 0) „ c )c? 98.:::8 98.63 C.13
48.17 O c) C) . 00 98. 1 _ 98.33 0.13
48.25
0.00>
Ci,cic.)
97.88
98.1:
0.12
48. • 3 0.00 0 , c iCi 9 ; . 6:?., 97.88 12
48.42 C) . C)!.) C>0 97.38 97.63 C). 12
48.50 0 , 0)0 0 . c.)0 97.1.4 9"7. 38
48.58 !.) . 0)C) c.) . c_i(.) 96.89 97.14 0. 12
48.67 0.0C) c.) . 0 >c? 96.64 96.89 0 ) . 1,71
46.75 ci . C)0) 0) . C i0) 96.4ci 96.64 0. 12
48.8. 0 , 00 96.16 96.4(--) (:) . 12
48.92 (-) . 00 0.00 95.92 96.16 !? . 12
49.lic) c.).00) 95.67 95.92 0. 1.`2:'
49.08 ci.C)0 95.4= 95.67 0.12
49.17 0 .0 ci C).C)C) 95.2l.) 95.4: C).1
49.25 0) , 0)0) ci . 00 94.96 95.20) 0) . 1'
49 .:_;', C) . C iC) 0) . 0?Ci 94 . 722' 014.96 0. 12
49.42 0.OCi c) c)
94.48
94.72
0.12
49. 50 0 . c')C) !) . C)!.> 94 . 5 94.48 0. 12
4V. 58 94. 01 94.25 0. . 12
49.67 C) 0 0).00 93.78 94.(-.)1 0.1'
49„75 ci,0)Ci ci.Oc.) 173. 55 9=:.78 C).1
49.8x, C) C) C) 9.".31 9:.55 0.12
49.92 0) . C) . 00 93.(--)o 931.31 0. 12
50 , 0(.) 0. C>0 C) . 0)0) 92:. 85 93.08 0.12
08 0.Oc i C) . c.)!.) 92 .62' 92.85 0. 11
5(.-).17 0 . Cii_) 92' . 39 92.62 0. 11
50.25 0 , 00 0.00 92.17 92.39 0. 11
5!.) . 0, , 00 c.> . 00 91 . (:?4 92.17 0.11
50.4 2 c). (:)c) c:; . 0!) 91.71 91. 94 0. 11
50.50 0 .0)0) 0 . C)0) 91.49 91.71 C.). 11
50. 58 C) . C)() 0.0 C) 91.26 91.49 C). 11
5(-'). 67 C). C)0) () . 00 91 .04 91.26 0) . 11.
5C). 75 l . c:)0 0) , 0)0) 90 .82 91. 04 () . 11
50.83 0.Oc> G , 00 90. 59 90. F32 C.). 11
5(-.).92 C) . c:)0 0 . C) C)
90. 7
9(...59 59
!.) .11
51.0() 0.OC:) c:) . C)!_) 90. 15 90.37 0. 11

11
11
11

11
11
i
I
i
11
HYDROGRARH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 25/dt+O (?) OUTFLOW
hrs cfs cfs cfs cfs cfs
51.08 0.011) 0.0(--) 89.9 90.15 0.11
51.17 0.00 0.00 89.72 89.93 0.11
51.25 0.00 0. 0() 89.50 89.72 01.11.
51.33 0.0101 0.00 89.28 89.50 0.11
51.42 0.00 0.001 89.06 89.28 0.11
51.50 0.01(-' 0.001 88.85 89.06 0.11
51.58 0.00 01.00 88.64 88.85 0.11.
51.67 0.001 0.00 1 88.42 88.64 0.11.
51.75 01.00 0. 0111 88.21 88.42 0.11
51.83 0.0(-') 0.0111 Be. 001 88.21 0.11
51 . 92 0.0) 0.00 87.79 88.00 0.11
52.00 0.00 0.010 87.57 87.79 0.11
52.08 0.00 0.00 87 . 37 87.57 0.10
52.17 O.K.) 0.00 87.16 87.37 0.10
52.25 01.01(** 01.00 86.95 87.16 0.10
52.33 0.00 01.0101 86.74 86.95 0.101
52.42 01.0101 01. 0101 86. 53 86.74 0. 101
52.50 01.001 0.0101 86 . •3: , 86.53 0. 101
52.58 01,00 0.0101 86.1 86.33 0.1(-')
52.67 0.0() 0.00 85.92 86.12 0.10
52.75 0.00 0.00 85.72 85.92 0.10
52.83 01.0() 0.00 85.51 85.72 0.10
52.92 01.0101 01.0101 85.31 85.51 0. 101
53.00 01.01(-, 0.00 85.11 85.31 0.10
53.08 01.0101 0.001 84.91 85.11 01.10
53.17 0. 00 0. 00 84.71 84.91 0. 10
53.25 0.00 01.011 84.51 84.71 0.10
53.33 01. 001 0. 0101 84 . 31 84.51 0. 10
53.42 01.010 0.00 84.1 84.31 0.10
53.50 01.0101 01.01(-, 83.92 84.12 0.10
53.58 0.00 0.00 83.72 83.92 0.10
53.67 0.001 0.00 83.5.3 83.72 0.10
53.75 0.0 (:) 0.010 83. 33 83.53 0.1(.'
53.83 01. 001 0.0)11 83.14 83.33 01. 101
53.92 0.011) 0. tiO B2.95 83.14 0. 10
54.00 0.0(-.) 0.0(-,) 82.76 82.95 0.10
54.08 0.0(--) 01.010 82.56 82.76 0.10
54.17 0.00 0.0(--) 82 . 7 82.56 0.10
54.25 01.010 0.010) 82.18 82.37 0.10
54.33 0.0(-.) 0.0('-') 81.99 82.18 0.019
54.42 0.00 0.00 81.81 81.99 01.019
54.50 0.00 0.0101 81.62 81.81 0.09
S(

I
HYDROGRARH 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
54.58 ia.iac_a Ca,Cacj 81.4 ; 81.6'2 c:a.Ci9
54.67 cj . i:ac a Ca . 00
81 , 24
81.4?
C .cj9
54.75 Cai; 81.06 81.24 0 9
54.03 cj.cjCa cj,CaCa 81).87 81.06 ci,Ci9
54. 9' c i . Cai i Ca , C-) ci 8Ci . 69 80 .8'7 0. 09
55. C aCa 0. 00 i_ 0 80. 5('-) 8(--).69 0. 09
55.(--)S Ca , C aci cj , cicj BCi , _' 80. 50 09
55.17 O . C-) C) ca , CaC) 80. 14 a(:) . 32 cj , C a9
55.25 Ca,CiCa 11.110 79.96 80.14 Ca.ia9
55.33 Ca,CiCa O,C)Ci 79.78 79.96 Ca.09
55.42 o . Ca Ca o. C a0 79.60 79.78 0.09
55. 50 0.00 Ca . 00 79.42 79.60 Ca . 09
55.58 Ca . C.) C) c_a . C ai a '79.24 79.42 Ca . 09
55.67 0 . CiC; 0 ,O0 79.06 79.24 0.09
55. 75 0 , C aC; cjC; 78.88 79. 06 0.09
55.8; Ca . C ic'a 0 . Ca Ca 78.70 78.88 0.09
55.92 0.0 c,; c) . Cap 78.52 78. 70 ci , C)9
gib . 00 i cj , C-) C) Ca . C;C a 76. '-';4 78.52 0. 09
56.08 ci . C ai Ca , Ca 78. 16 78.34 c-a . Ca9
56. 1'7 0 . cj0 Ca . C) C) 77.98 78.16 0.09
56. 225 C) . C.) cj C) . 00 77. 81 77.98 c'_a . 09
56.: CaCa ij.CaCa 77.63 77.81 Ca.09
56.42 cj . cjc'a cj . CaCa 77 .45 77.6: Ca . 09
56. '50 C) , CaC a cj . C acj 77.27 77.45 C;9
56.58 O,Cac'a ci.CC 77.09 77.27 Ca,09
56.67 Ca . Ca0 0 . Ca Ca 76.91 77.(-.)9 Ca . 09
56.75 C). Cac j C). c)(-.) 76.73 76.91 0.09
56.8=-% Ca,CiCa 0.cii_a 76.55 76.7= ii.Ca9
56.92 O,cjCi 76.38 76.55 (...(-9
57. Ocj Ca . C>C) O. 00 76.2Ca 76.38 0. 09
57. cj8 Ca , Ocj Ca . 00 76. Ci2 76.20 0.09
57 . 17 Ca . 0C; C; . C iCa 75.84 76.o2 cj . Ca9
57.25 ci,ciij Ca.00 75.66 75.84 0.09
57.33 Ca.00 0.00 75.48 75.66 0.09
57.4" Ca . 00 0 , Ca(j 75.:!,(--) 75.48 c j . 09
57. 50 0.0Ca Ca , Ca Ca 75. 17 75.30 Ca . C>9
57.58 C-) C) Ca.Cuj 74.95 75.1:' C). (-)9
57.67 Ca . C) C) C; . Ca0 74.77 74.95 0 . C;9
57.75 cj . cic_a Cr . '74.59 74 . -77 Ca . 09
57.83 0 , 0 c j 0.00 74.41 74.59 Ca . 09
57.92 C; . c) c_a , 00 74.23 74.41 0.09
58. 00 Ca , cjci Ca , Cacj 74.06 74.23 0.09
S?

I
I

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
58.08 0.00 0.00 73.88 74.06 0.09
58.17 0.00 0.00 73.70 73.88 0.09
58.25 0.00 0.00 73.52 73.70 0.09
58.33 0.00 0.00 73.34 73.52 0.09
58.42 0.00 0.00 73.17 73.34 0.09
58.50 0.00 0.00 72.99 73.17 0.09
58.58 0.00 0.00 72.81 72.99 0.09
58.67 0.00 0.00 72.63 72.81 0.09
58.75 0.00 0.00 72.45 72.63 0.09
58.83 0.00 0.00 72.28 72.45 0.09
58.92 0.00 0.00 72.10 72.28 0.09
59.00 0.00 0.00 71.92 72.10 0.09
59.08 0.00 0.00 71.74 71.92 0.09
59.17 0.00 0.00 71.57 71.74 0.09
59.25 0.00 0.00 71.39 71.57 0.09
59.33 0.00 0.00 71.21 71.39 0.09
59.42 0.00 0.00 71.03 71.21 0.09
59.50 0.00 0.00 70.86 71.03 0.09
59.58 0.00 0.00 70.68 70.86 0.09
59.67 0.00 0.00 70.50 70.68 0.09
59.75 0.00 0.00 70.32 70.50 0.09
59.83 0.00 0.00 70.15 70.32 0.09
59.92 0.00 0.00 69.97 70.15 0.09
60.00 0.00 0.00 69.79 69.97 0.09
60.08 0.00 0.00 69.61 69.79 0.09
60.17 0.00 0.00 69.43 69.61 0.09
60.25 0.00 0.00 69.25 69.43 0.09
60.33 0.00 0.00 69.07 69.25 0.09
60.42 0.00 0.00 68.89 69.07 0.09
60.50 0.00 0.00 68.71 68.89 0.09
60.58 0.00 0.00 68.53 68.71 0.09
60.67 0.00 0.00 68.35 68.53 0.09
60.75 0.00 0.00 68.17 68.35 0.09
60.83 0.00 0.00 67.99 68.17 0.09
60.92 0.00 0.00 67.81 67.99 0.09
61.00 0.00 0.00 67.63 67.81 0.09
61.08 0.00 0.00 67.45 67.63 0.09
61.17 0.00 0.00 67.27 67.45 0.09
61.25 0.00 0.00 67.09 67.27 0.09
61.33 0.00 0.00 66.91 67.09 0.09
61.42 0.00 0.00 66.73 66.91 0.09
61.50 0.00 0.00 66.55 66.73 0.09
53

0
fl

0

r

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
61.58 0.00 0.00 66.37 66.55 0.09
61.67 0.00 0.00 66.19 66.37 0.09
61.75 0.00 0.00 66.01 66.19 0.09
61.83 0.00 0.00 65.83 66.01 0.09
61.92 0.00 0.00 65.65 65.83 0.09
62.00 0.00 0.00 65.47 65.65 0.09
62.08 0.00 0.00 65.29 65.47 0.09
62.17 0.00 0.00 65.11 65.29 0.09
62.25 0.00 0.00 64.93 65.11 0.09
62.33 0.00 0.00 64.75 64.93 0.09
62.42 0.00 0.00 64.57 64.75 0.09
62.50 0.00 0.00 64.39 64.57 0.09
62.58 0.00 0.00 64.21 64.39 0.09
62.67 0.00 0.00 64.03 64.21 0.09
62.75 0.00 0.00 63.85 64.03 0.09
62.83 0.00 0.00 63.67 63.85 0.09
62.92 0.00 0.00 63.49 63.67 0.09
63.00 0.00 0.00 63.31 63.49 0.09
63.08 0.00 0.00 63.13 63.31 0.09
63.17 0.00 0.00 62.95 63.13 0.09
63.25 0.00 0.00 62.77 62.95 0.09
63.33 0.00 0.00 62.59 62.77 0.09
63.42 0.00 0.00 62.41 62.59 0.09
63.50 0.00 0.00 62.23 62.41 0.09
63.58 0.00 0.00 62.05 62.23 0.09
63.67 0.00 0.00 61.89 62.05 0.08
63.75 0.00 0.00 61.73 61.89 0.08
63.83 0.00 0.00 61.57 61.73 0.08
63.92 0.00 0.00 61.41 61.57 0.08
64.00 0.00 0.00 61.25 61.41 0.08
64.08 0.00 0.00 61.09 61.25 0.08
64.17 0.00 0.00 60.93 61.09 0.08
64.25 0.00 0.00 60.77 60.93 0.08
64.33 0.00 0.00 60.61 60.77 0.08
64.42 0.00 0.00 60.45 60.61 0.08
64.50 0.00 0.00 60.29 60.45 0.08
64.58 0.00 0.00 60.13 60.29 0.08
64.67 0.00 0.00 59.97 60.13 0.08
64.75 0.00 0.00 59.81 59.97 0.08
64.83 0.00 0.00 59.65 59.81 0.08
64.92 0.00 0.00 59.49 59.65 0.08
65.00 0.00 0.00 59.33 59.49 0.08
:!?'4

0

HYDROGRAPH DISCHARGE TABLE Cont"d
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
65.08 0.00 0.00 59.17 59.33 0.08
65.17 0.00 0.00 59.01 59.17 0.08
65.25 0.00 0.00 58.85 59.01 0.08
65.33 0.00 0.00 58.69 58.85 0.08
65.42 0.00 0.00 58.53 58.69 0.08
65.50 0.00 0.00 58.37 58.53 O.OB
65.58 0.00 0.00 58.21 58.37 0.08
65.67 0.00 0.00 58.05 58.21 0.08
65.75 0.00 0.00 57.89 58.05 0.08
65.83 0.00 0.00 57.73 57.89 0.08
65.92 0.00 0.00 57.57 57.73 0.08
66.00 0.00 0.00 57.41 57.57 0.08
66.08 0.00 0.00 57.25 57.41 0.08
66.17 0.00 0.00 57.09 57.25 0.08
66.25 0.00 0.00 56.93 57.09 0.08
66.33 0.00 0.00 56.77 56.93 0.08
66.42 0.00 0.00 56.61 56.77 0.08
66.50 0.00 0.00 56.45 56.61 0.08
66.58 0.00 0.00 56.29 56.45 0.08
66.67 0.00 0.00 56.13 56.29 0.08
66.75 0.00 0.00 55.97 56.13 0.08
66.83 0.00 0.00 55.81 55.97 0.08
66.92 0.00 0.00 55.65 55.81 0.08
67.00 0.00 0.00 55.49 55.65 0.08
67.08 0.00 0.00 55.33 55.49 0.08
67.17 0.00 0.00 55.17 55.33 0.08
67.25 0.00 0.00 55.01 55.17 0.08
67.33 0.00 0.00 54.85 55.01 O.OB
67.42 0.00 0.00 54.69 54.85 0.08
67.50 0.00 0.00 54.53 54.69 0.08
67.58 0.00 0.00 54.37 54.53 0.08
67.67 0.00 0.00 54.21 54.37 0.08
67.75 0.00 0.00 54.05 54.21 0.08
67.83 0.00 0.00 53.91 54.05 0.07
67.92 0.00 0.00 53.77 53.91 0.07
68.00 0.00 0.00 53.63 53.77 0.07
68.08 0.00 0.00 53.49 53.63 0.07
68.17 0.00 0.00 53.35 53.49 0.07
68.25 0.00 0.00 53.21 53.35 0.07
68.33 0.00 0.00 53.07 53.21 0.07
68.42 0.00 0.00 52.93 53.07 0.07
68.50 0.00 0.00 52.79 52.93 0.07
55-
t

fl

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
68.58 0.00 0.00 52.65 52.79 0.07
68.67 0.00 0.00 52.51 52.65 0.07
68.75 0.00 0.00 52.37 52.51 0.07
68.83 0.00 0.00 52.23 52.37 0.07
68.92 0.00 0.00 52.09 52.23 0.07
69.00 0.00 0.00 51.95 52.09 0.07
69.08 0.00 0.00 51.81 51.95 0.07
69.17 0.00 0.00 51.67 51.81 0.07
69.25 0.00 0.00 51.53 51.67 0.07
69.33 0.00 0.00 51.39 51.53 0.07
69.42 0.00 0.00 51.25 51.39 0.07
69.50 0.00 0.00 51.11 51.25 0.07
69.58 0.00 0.00 50.97 51.11 0.07
69.67 0.00 0.00 50.83 50.97 0.07
69.75 0.00 0.00 50.69 50.83 0.07
69.83 0.00 0.00 50.55 50.69 0.07
69.92 0.00 0.00 50.41 50.55 0.07
70.00 0.00 0.00 50.27 50.41 0.07
70.08 0.00 0.00 50.13 50.27 0.07
70.17 0.00 0.00 49.99 50.13 0.07
70.25 0.00 0.00 49.85 49.99 0.07
70.33 0.00 0.00 49.71 49.85 0.07
70.42 0.00 0.00 49.57 49.71 0.07
70.50 0.00 0.00 49.43 49.57 0.07
70.58 0.00 0.00 49.29 49.43 0.07
70.67 0.00 0.00 49.15 49.29 0.07
70.75 0.00 0.00 49.01 49.15 0.07
70.83 0.00 0.00 48.87 49.01 0.07
70.92 0.00 0.00 48.73 48.87 0.07
71.00 0.00 0.00 48.59 48.73 0.07
71.08 0.00 0.00 48.45 48.59 0.07
71.17 0.00 0.00 48.31 48.45 0.07
71.25 0.00 0.00 48.17 48.31 0.07
71.33 0.00 0.00 48.03 48.17 0.07
71.42 0.00 0.00 47.89 48.03 0.07
71.50 0.00 0.00 47.75 47.89 0.07
71.58 0.00 0.00 47.61 47.75 0.07
71.67 0.00 0.00 47.47 47.61 0.07
71.75 0.00 0.00 47.33 47.47 0.07
71.83 0.00 0.00 47.19 47.33 0.07
71.92 0.00 0.00 47.05 47.19 0.07
72.00 0.00 0.00 46.91 47.05 0.07
5b

I
I
HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
72.08 0.00 0.00 46.77 46.91 0.07
72.17 0.00 0.00 46.63 46.77 0.07
72.25 0.00 0.00 46.49 46.63 0.07
72.33 0.00 0.00 46.37 46.49 0.06
72.42 0.00 0.00 46.25 46.37 0.06
72.50 0.00 0.00 46.13 46.25 0.06
72.58 0.00 0.00 46.01 46.13 0.06
72.67 0.00 0.00 45.89 46.01 0.06
72.75 0.00 0.00 45.77 45.89 0.06
72.83 0.00 0.00 45.65 45.77 0.06
72.92 0.00 0.00 45.53 45.65 0.06
73.00 0.00 0.00 45.41 45.53 0.06
73.08 0.00 0.00 45.29 45.41 0.06
73.17 0.00 0.00 45.17 45.29 0.06
73.25 0.00 0.00 45.05 45.17 0.06
73.33 0.00 0.00 44.93 45.05 0.06
73.42 0.00 0.00 44.81 44.93 0.06
73.50 0.00 0.00 44.69 44.81 0.06
73.58 0.00 0.00 44.57 44.69 0.06
73.67 0.00 0.00 44.45 44.57 0.06
73.75 0.00 0.00 44.33 44.45 0.06
73.83 0.00 0.00 44.21 44.33 0.06
73.92 0.00 0.00 44.09 44.21 0.06
74.00 0.00 0.00 43.97 44.09 0.06
74.08 0.00 0.00 43.85 43.97 0.06
74.17 0.00 0.00 43.73 43.85 0.06
74.25 0.00 0.00 43.61 43.73 0.06
74.33 0.00 0.00 43.49 43.61 0.06
74.42 0.00 0.00 43.37 43.49 0.06
74.50 0.00 0.00 43.25 43.37 0.06
74.58 0.00 0.00 43.13 43.25 0.06
74.67 0.00 0.00 43.01 43.13 0.06
74.75 0.00 0.00 42.89 43.01 0.06
74.83 0.00 0.00 42.77 42.89 0.06
74.92 0.00 0.00 42.65 42.77 0.06
75.00 0.00 0.00 42.53 42.65 0.06
75.08 0.00 0.00 42.41 42.53 0.06
75.17 0.00 0.00 42.29 42.41 0.06
75.25 0.00 0.00 42.17 42.29 0.06
75.33 0.00 0.00 42.05 42.17 0.06
75.42 0.00 0.00 41.93 42.05 0.06
75.50 0.00 0.00 41.81 41.93 0.06
75.58 0.00 0.00 41.69 41.81 0.06
5-?

I

I
I
HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
75.67 0.00 0.00 41.57 41.69 0.06
75.75 0.00 0.00 41.45 41.57 0.06
75.83 0.00 0.00 41.33 41.45 0.06
75.92 0.00 0.00 41.21 41.33 0.06
76.00 0.00 0.00 41.09 41.21 0.06
76.08 0.00 0.00 40.97 41.09 0.06
76.17 0.00 0.00 40.85 40.97 0.06
76.25 0.00 0.00 40.73 40.85 0.06
76.33 0.00 0.00 40.61 40.73 0.06
76.42 0.00 0.00 40.49 40.61 0.06
76.50 0.00 0.00 40.37 40.49 0.06
76.58 0.00 0.00 40.25 40.37 0.06
76.67 0.00 0.00 40.13 40.25 0.06
76.75 0.00 0.00 40.01 40.13 0.06
76.83 0.00 0.00 39.89 40.01 0.06
76.92 0.00 0.00 39.77 39.89 0.06
77.00 0.00 0.00 39.65 39.77 0.06
77.08 0.00 0.00 39.53 39.65 0.06
77.17 0.00 0.00 39.41 39.53 0.06
77.25 0.00 0.00 39.29 39.41 0.06
77.33 0.00 0.00 39.17 39.29 0.06
77.42 0.00 0.00 39.05 39.17 0.06
77.50 0.00 0.00 38.93 39.05 0.06
77.58 0.00 0.00 38.81 38.93 0.06
77.67 0.00 0.00 38.71 38.81 0.05
77.75 0.00 0.00 38.61 38.71 0.05
77.83 0.00 0.00 38.51 38.61 0.05
77.92 0.00 0.00 38.41 38.51 0.05
78.00 0.00 0.00 38.31 38.41 0.05
78.08 0.00 0.00 38.21 38.31 0.05
78.17 0.00 0.00 38.11 38.21 0.05
78.25 0.00 0.00 38.01 38.11 0.05
78.33 0.00 0.00 37.91 38.01 0.05
78.42 0.00 0.00 37.81 37.91 0.05
78.50 0.00 0.00 37.71 37.81 0.05
78.58 0.00 0.00 37.61 37.71 0.05
78.67 0.00 0.00 37.51 37.61 0.05
78.75 0.00 0.00 37.41 37.51 0.05
78.83 0.00 0.00 37.31 37.41 0.05
78.92 0.00 0.00 37.21 37.31 0.05
79.00 0.00 0.00 37.11 37.21 0.05
79.08 0.00 0.00 37.01 37.11 0.05
sg

1
I

I
I

HYDROGRAPH DISCHARGE TABLE Cont"d
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+0 (j) OUTPUT
hrs cfs cfs cfs cfs cfs
79.17 0.00 0.00 36.91 37.01 0.05
79.25 0.00 0.00 36.81 36.91 0.05
79.33 0.00 0.00 36.71 36.81 0.05
79.42 0.00 0.00 36.61 36.71 0.05
79.50 0.00 0.00 36.51 36.61 0.05
79.58 0.00 0.00 36.41 36.51 0.05
79.67 0.00 0.00 36.31 36.41 0.05
79.75 0.00 0.00 36.21 36.31 0.05
79.83 0.00 0.00 36.11 36.21 0.05
79.92 0.00 0.00 36.01 36.11 0.05
80.00 0.00 0.00 35.91 36.01 0.05
80.08 0.00 0.00 35.81 35.91 0.05
80.17 0.00 0.00 35.71 35.81 0.05
80.25 0.00 0.00 35.61 35.71 0.05
80.33 0.00 0.00 35.51 35.61 0.05
80.42 0.00 0.00 35.41 35.51 0.05
80.50 0.00 0.00 35.31 35.41 0.05
80.58 0.00 0.00 35.21 35.31 0.05
80.67 0.00 0.00 35.11 35.21 0.05
80.75 0.00 0.00 35.01 35.11 0.05
80.83 0.00 0.00 34.91 35.01 0.05
80.92 0.00 0.00 34.81 34.91 0.05
81.00 0.00 0.00 34.71 34.81 0.05
81.08 0.00 0.00 34.61 34.71 0.05
81.17 0.00 0.00 34.51 34.61 0.05
81.25 0.00 0.00 34.41 34.51 0.05
81.33 0.00 0.00 34.31 34.41 0.05
81.42 0.00 0.00 34.21 34.31 0.05
81.50 0.00 0.00 34.11 34.21 0.05
81.58 0.00 0.00 34.01 34.11 0.05
81.67 0.00 0.00 33.91 34.01 0.05
81.75 0.00 0.00 33.81 33.91 0.05
81.83 0.00 0.00 33.71 33.81 0.05
81.92 0.00 0.00 33.61 33.71 0.05
82.00 0.00 0.00 33.51 33.61 0.05
82.08 0.00 0.00 33.41 33.51 0.05
82.17 0.00 0.00 33.31 33.41 0.05
82.25 0.00 0.00 33.21 33.31 0.05
82.33 0.00 0.00 33.11 33.21 0.05
82.42 0.00 0.00 33.01 33.11 0.05
82.50 0.00 0.00 32.91 33.01 0.05
S9

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
82.58 0.00 0.00 32.81 32.91 0.05
82.67 0.00 0.00 32.71 32.81 0.05
82.75 0.00 0.00 32.61 32.71 0.05
82.83 0.00 0.00 32.51 32.61 0.05
82.92 0.00 0.00 32.41 32.51 0.05
83.00 0.00 0.00 32.31 32.41 0.05
83.08 0.00 0.00 32.21 32.31 0.05
83.17 0.00 0.00 32.11 32.21 0.05
83.25 0.00 0.00 32.01 32.11 0.05
83.33 0.00 0.00 31.91 32.01 0.05
83.42 0.00 0.00 31.81 31.91 0.05
83.50 0.00 0.00 31.71 31.81 0.05
83.58 0.00 0.00 31.61 31.71 0.05
83.67 0.00 0.00 31.51 31.61 0.05
83.75 0.00 0.00 31.41 31.51 0.05
83.83 0.00 0.00 31.31 31.41 0.05
83.92 0.00 0.00 31.21 31.31 0.05
84.00 0.00 0.00 31.11 31.21 0.05
84.08 0.00 0.00 31.01 31.11 0.05
84.17 0.00 0.00 30.92 31.01 0.04
84.25 0.00 0.00 30.83 30.92 0.04
84.33 0.00 0.00 30.75 30.83 0.04
84.42 0.00 0.00 30.66 30.75 0.04
84.50 0.00 0.00 30.57 30.66 0.04
84.58 0.00 0.00 30.48 30.57 0.04
84.67 0.00 0.00 30.39 30.48 0.04
84.75 0.00 0.00 30.31 30.39 0.04
84.83 0.00 0.00 30.22 30.31 0.04
84.92 0.00 0.00 30.13 30.22 0.04
85.00 0.00 0.00 30.04 30.13 0.04
85.08 0.00 0.00 29.95 30.04 0.04
85.17 0.00 0.00 29.87 29.95 0.04
85.25 0.00 0.00 29.78 29.87 0.04
85.33 0.00 0.00 29.69 29.78 0.04
85.42 0.00 0.00 29.60 29.69 0.04
85.50 0.00 0.00 29.51 29.60 0.04
6a
(o I
HYDROGRAPH DISCHARGE TABLE Cont"d
TIME
hrs
85.58
85.67
85.75
85.83
85.92
86.00
86.08
86.17
86.25
86.33
86.42
86.50
86.58
86.67
86.75
86.83
86.92
87.00
87.08
87.17
87.25
87.33
87.42
87.50
87.58
87.67
87.75
87.83
87.92
88.00
88.08
88.17
88.25
88.33
88.42
88.50
INFLOW (i)
cfs
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
INFLOW ( j )
cfs
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
2S/dt-O (i)
cfs
29.43
29.34
29.25
29.16
29.07
28.99
28.90
28.81
28.72
28.63
28.55
28.46
28.37
28.28
28.19
28.11
28.02
27.93
27.84
27.75
27.67
27.58
27.49
27.40
27.31
27.23
27.14
27.05
26.96
26.87
26.79
26.70
26.61
26.52
26.43
26.35
2S/dt+O ( j )
cfs
29.51
29.43
29.34
29.25
29.16
29.07
28.99
28.90
28.81
28.72
28.63
28.55
28.46
28.37
28.28
28.19
28.11
28.02
27.93
27.84
27.75
27.67
27.58
27.49
27.40
27.31
27.23
27.14
27.05
26.96
26.87
26.79
26.70
26.61
26.52
26.43
OUTPUT
cfs
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.04

t

t

7

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
88.58 0.00 0.00 26.26 26.35 0.04
88.67 0.00 0.00 26.17 26.26 0.04
88.75 0.00 0.00 26.08 26.17 0.04
88.83 0.00 0.00 25.99 26.08 0.04
88.92 0.00 0.00 25.91 25.99 0.04
89.00 0.00 0.00 25.82 25.91 0.04
89.08 0.00 0.00 25.73 25.82 0.04
69.17 0.00 0.00 25.64 25.73 0.04
89.25 0.00 0.00 25.55 25.64 0.04
89.33 0.00 0.00 25.47 25.55 0.04
89.42 0.00 0.00 25.38 25.47 0.04
89.50 0.00 0.00 25.29 25.38 0.04
89.58 0.00 0.00 25.20 25.29 0.04
89.67 0.00 0.00 25.11 25.20 0.04
89.75 0.00 0.00 25.03 25.11 0.04
89.83 0.00 0.00 24.94 25.03 0.04
89.92 0.00 0.00 24.85 24.94 0.04
90.00 0.00 0.00 24.76 24.85 0.04
90.08 0.00 0.00 24.67 24.76 0.04
90.17 0.00 0.00 24.59 24.67 0.04
90.25 0.00 0.00 24.50 24.59 0.04
90.33 0.00 0.00 24.41 24.50 0.04
90.42 0.00 0.00 24.32 24.41 0.04
90.50 0.00 0.00 24.23 24.32 0.04
90.58 0.00 0.00 24.15 24.23 0.04
90.67 0.00 0.00 24.06 24.15 0.04
90.75 0.00 0.00 23.97 24.06 0.04
90.83 0.00 0.00 23.88 23.97 0.04
90.92 0.00 0.00 23.79 23.88 0.04
91.00 0.00 0.00 23.71 23.79 0.04
91.08 0.00 0.00 23.62 23.71 0.04
91.17 0.00 0.00 23.53 23.62 0.04
91.25 0.00 0.00 23.44 23.53 0.04
91.33 0.00 0.00 23.35 23.44 0.04
91.42 0.00 0.00 23.29 23.35 0.03
91.50 0.00 0.00 23.22 23.29 0.03
91.58 0.00 0.00 23.15 23.22 0.03
91.67 0.00 0.00 23.08 23.15 0.03
91.75 0.00 0.00 23.01 23.08 0.03
91.83 0.00 0.00 22.95 23.01 0.03
91.92 0.00 0.00 22.88 22.95 0.03
92.00 0.00 0.00 22.81 22.88 0.03
92.08 0.00 0.00 22.74 22.81 0.03
92.17 0.00 0.00 22.67 22.74 0.03
92.25 0.00 0.00 22.61 22.67 0.03
92.33 0.00 0.00 22.54 22.61 0.03
92.42 0.00 0.00 22.47 22.54 0.03
92.50 0.00 0.00 22.40 22.47 0.03
6L

I

I
I
HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
92.58 0.00 0.00 22.33 22.40 0.03
92.67 0.00 0.00 22.27 22.33 0.03
92.75 0.00 0.00 22.20 22.27 0.03
92.83 0.00 0.00 22.13 22.20 0.03
92.92 0.00 0.00 22.06 22.13 0.03
93.00 0.00 0.00 21.99 22.06 0.03
93.08 0.00 0.00 21.93 21.99 0.03
93.17 0.00 0.00 21.86 21.93 0.03
93.25 0.00 0.00 21.79 21.86 0.03
93.33 0.00 0.00 21.72 21.79 0.03
93.42 0.00 0.00 21.65 21.72 0.03
93.50 0.00 0.00 21.59 21.65 0.03
93.58 0.00 0.00 21.52 21.59 0.03
93.67 0.00 0.00 21.45 21.52 0.03
93.75 0.00 0.00 21.38 21.45 0.03
93.83 0.00 0.00 21.31 21.38 0.03
93.92 0.00 0.00 21.25 21.31 0.03
94.00 0.00 0.00 21.18 21.25 0.03
94.08 0.00 0.00 21.11 21.18 0.03
94.17 0.00 0.00 21.04 21.11 0.03
94.25 0.00 0.00 20.97 21.04 0.03
94.33 0.00 0.00 20.91 20.97 0.03
94.42 0.00 0.00 20.84 20.91 0.03
94.50 0.00 0.00 20.77 20.84 0.03
94.58 0.00 0.00 20.70 20.77 0.03
94.67 0.00 0.00 20.63 20.70 0.03
94.75 0.00 0.00 20.57 20.63 0.03
94.83 0.00 0.00 20.50 20.57 0.03
94.92 0.00 0.00 20.43 20.50 0.03
95.00 0.00 0.00 20.36 20.43 0.03
95.08 0.00 0.00 20.29 20.36 0.03
95.17 0.00 0.00 20.23 20.29 0.03
95.25 0.00 0.00 20.16 20.23 0.03
95.33 0.00 0.00 20.09 20.16 0.03
95.42 0.00 0.00 20.02 20.09 0.03
95.50 0.00 0.00 19.95 20.02 0.03
95.58 0.00 0.00 19.89 19.95 0.03
95.67 0.00 0.00 19.82 19.89 0.03
95.75 0.00 0.00 19.75 19.82 0.03
95.83 0.00 0.00 19.68 19.75 0.03
95.92 0.00 0.00 19.61 19.68 0.03
96.00 0.00 0.00 19.55 19.61 0.03
63

I
I

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
96.08 0.00 0.00 19.48 19.55 0.03
96.17 0.00 0.00 19.41 19.48 0.03
96.25 0.00 0.00 19.34 19.41 0.03
96.33 0.00 0.00 19.27 19.34 0.03
96.42 0.00 0.00 19.21 19.27 0.03
96.50 0.00 0.00 19.14 19.21 0.03
96.58 0.00 0.00 19.07 19.14 0.03
96.67 0.00 0.00 19.00 19.07 0.03
96.75 0.00 0.00 18.93 19.00 0.03
96.83 0.00 0.00 18.87 18.93 0.03
96.92 0.00 0.00 18.80 18.87 0.03
97.00 0.00 0.00 18.73 18.80 0.03
97.08 0.00 0.00 18.66 18.73 0.03
97.17 0.00 0.00 18.59 18.66 0.03
97.25 0.00 0.00 18.53 18.59 0.03
97.33 0.00 0.00 18.46 18.53 0.03
97.42 0.00 0.00 18.39 18.46 0.03
97.50 0.00 0.00 18.32 18.39 0.03
97.58 0.00 0.00 18.25 18.32 0.03
97.67 0.00 0.00 18.19 18.25 0.03
97.75 0.00 0.00 18.12 18.19 0.03
97.83 0.00 0.00 18.05 18.12 0.03
97.92 0.00 0.00 17.98 18.05 0.03
98.00 0.00 0.00 17.91 17.98 0.03
98.08 0.00 0.00 17.85 17.91 0.03
98.17 0.00 0.00 17.78 17.85 0.03
98.25 0.00 0.00 17.71 17.78 0.03
98.33 0.00 0.00 17.64 17.71 0.03
98.42 0.00 0.00 17.57 17.64 0.03
98.50 0.00 0.00 17.51 17.57 0.03
98.58 0.00 0.00 17.44 17.51 0.03
98.67 0.00 0.00 17.37 17.44 0.03
98.75 0.00 0.00 17.30 17.37 0.03
98.83 0.00 0.00 17.23 17.30 0.03
98.92 0.00 0.00 17.17 17.23 0.03
99.00 0.00 0.00 17.10 17.17 0.03
99.08 0.00 0.00 17.03 17.10 0.03
99.17 0.00 0.00 16.96 17.03 0.03
99.25 0.00 0.00 16.89 16.96 0.03
99.33 0.00 0.00 16.83 16.89 0.03
99.42 0.00 0.00 16.76 16.83 0.03
99.50 0.00 0.00 16.69 16.76 0.03
64

I

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
nrs cfs cfs cfs cfs cfs
99.58 0.00 0.00 16.62 16.69 0.03
99.67 0.00 0.00 16.55 16.62 0.03
99.75 0.00 0.00 16.49 16.55 0.03
99.83 0.00 0.00 16.42 16.49 0.03
99.92 0.00 0.00 16.35 16.42 0.03
100.00 0.00 0.00 16.28 16.35 0.03
100.08 0.00 0.00 16.21 16.28 0.03
100.17 0.00 0.00 16.15 16.21 0.03
100.25 0.00 0.00 16.08 16.15 0.03
100.33 0.00 0.00 16.01 16.08 0.03
100.42 0.00 0.00 15.94 16.01 0.03
100.50 0.00 0.00 15.87 15.94 0.03
100.58 0.00 0.00 15.81 15.87 0.03
100.67 0.00 0.00 15.74 15.81 0.03
100.75 0.00 0.00 15.67 15.74 0.03
100.83 0.00 0.00 15.60 15.67 0.03
100.92 0.00 0.00 15.53 15.60 0.03
101.00 0.00 0.00 15.47 15.53 0.03
101.08 0.00 0.00 15.40 15.47 0.03
101.17 0.00 0.00 15.33 15.40 0.03
101.25 0.00 0.00 15.26 15.33 0.03
101.33 0.00 0.00 15.19 15.26 0.03
101.42 0.00 0.00 15.13 15.19 0.03
101.50 0.00 0.00 15.06 15.13 0.03
101.58 0.00 0.00 14.99 15.06 0.03
101.67 0.00 0.00 14.92 14.99 0.03
101.75 0.00 0.00 14.85 14.92 0.03
101.83 0.00 0.00 14.79 14.85 0.03
101.92 0.00 0.00 14.74 14.79 0.02
102.00 0.00 0.00 14.69 14.74 0.02
102.08 0.00 0.00 14.64 14.69 0.02
102.17 0.00 0.00 14.59 14.64 0.02
102.25 0.00 0.00 14.55 14.59 0.02
102.33 0.00 0.00 14.50 14.55 0.02
102.42 0.00 0.00 14.45 14.50 0.02
102.50 0.00 0.00 14.40 14.45 0.02
102.58 0.00 0.00 14.35 14.40 0.02
102.67 0.00 0.00 14.31 14.35 0.02
102.75 0.00 0.00 14.26 14.31 0.02
102.83 0.00 0.00 14.21 14.26 0.02
102.92 0.00 0.00 14.16 14.21 0.02
103.00 0.00 0.00 14.11 14.16 0.02
G?
I

1

HYDROGRAPH DISCHARGE TABLE Cont"d
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
103.08 0.00 0.00 14.07 14.11 0.02
103.17 0.00 0.00 14.02 14.07 0.02
103.25 0.00 0.00 13.97 14.02 0.02
103.33 0.00 0.00 13.92 13.97 0.02
103.42 0.00 0.00 13.87 13.92 0.02
103.50 0.00 0.00 13.83 13.87 0.02
103.58 0.00 0.00 13.78 13.83 0.02
103.67 0.00 0.00 13.73 13.78 0.02
103.75 0.00 0.00 13.68 13.73 0.02
103.83 0.00 0.00 13.63 13.68 0.02
103.92 0.00 0.00 13.59 13.63 0.02
104.00 0.00 0.00 13.54 13.59 0.02
104.08 0.00 0.00 13.49 13.54 0.02
104.17 0.00 0.00 13.44 13.49 0.02
104.25 0.00 0.00 13.39 13.44 0.02
104.33 0.00 0.00 13.35 13.39 0.02
104.42 0.00 0.00 13.30 13.35 0.02
104.50 0.00 0.00 13.25 13.30 0.02
104.58 0.00 0.00 13.20 13.25 0.02
104.67 0.00 0.00 13.15 13.20 0.02
104.75 0.00 0.00 13.11 13.15 0.02
104.83 0.00 0.00 13.06 13.11 0.02
104.92 0.00 0.00 13.01 13.06 0.02
105.00 0.00 0.00 12.96 13.01 0.02
105.08 0.00 0.00 12.91 12.96 0.02
105.17 0.00 0.00 12.87 12.91 0.02
105.25 0.00 0.00 12.82 12.87 0.02
105.33 0.00 0.00 12.77 12.82 0.02
105.42 0.00 0.00 12.72 12.77 0.02
105.50 0.00 0.00 12.67 12.72 0.02
105.58 0.00 0.00 12.63 12.67 0.02
105.67 0.00 0.00 12.58 12.63 0.02
105.75 0.00 0.00 12.53 12.58 0.02
105.83 0.00 0.00 12.48 12.53 0.02
105.92 0.00 0.00 12.43 12.48 0.02
106.00 0.00 0.00 12.39 12.43 0.02
106.08 0.00 0.00 12.34 12.39 0.02
106.17 0.00 0.00 12.29 12.34 0.02
106.25 0.00 0.00 12.24 12.29 0.02
106.33 0.00 0.00 12.19 12.24 0.02
106.42 0.00 0.00 12.15 12.19 0.02
106.50 0.00 0.00 12.10 12.15 0.02
6c

F1

HYDROGRAPH DISCHARGE TABLE Cont"d
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
106.58 0.00 0.00 12.05 12.10 0.02
106.67 0.00 0.00 12.00 12.05 0.02
106.75 0.00 0.00 11.95 12.00 0.02
106.83 0.00 0.00 11.91 11.95 0.02
106.92 0.00 0.00 11.86 11.91 0.02
107.00 0.00 0.00 11.81 11.86 0.02
107.08 0.00 0.00 11.76 il.Bl 0.02
107.17 0.00 0.00 11.71 11.76 0.02
107.25 0.00 0.00 11.67 11.71 0.02
107.33 0.00 0.00 11.62 11.67 0.02
107.42 0.00 0.00 11.57 11.62 0.02
107.50 0.00 0.00 11.52 11.57 0.02
107.58 0.00 0.00 11.47 11.52 0.02
107.67 0.00 0.00 11.43 11.47 0.02
107.75 0.00 0.00 11.38 11.43 0.02
107.83 0.00 0.00 11.33 11.38 0.02
107.92 0.00 0.00 11.28 11.33 0.02
108.00 0.00 0.00 11.23 11.28 0.02
108.08 0.00 0.00 11.19 11.23 0.02
108.17 0.00 0.00 11.14 11.19 0.02
108.25 0.00 0.00 11.09 11.14 0.02
108.33 0.00 0.00 11.04 11.09 0.02
108.42 0.00 0.00 10.99 11.04 0.02
108.50 0.00 0.00 10.95 10.99 0.02
108.58 0.00 0.00 10.90 10.95 0.02
108.67 0.00 0.00 10.85 10.90 0.02
108.75 0.00 0.00 10.B0 10.85 0.02
108.83 0.00 0.00 10.75 10.80 0.02
108.92 0.00 0.00 10.71 10.75 0.02
109.00 0.00 0.00 10.66 10.71 0.02
109.08 0.00 0.00 10.61 10.66 0.02
109.17 0.00 0.00 10.56 10.61 0.02
109.25 0.00 0.00 10.51 10.56 0.02
109.33 0.00 0.00 10.47 10.51 0.02
109.42 0.00 0.00 10.42 10.47 0.02
109.50 0.00 0.00 10.37 10.42 0.02
109.58 0.00 0.00 10.32 10.37 0.02
109.67 0.00 0.00 10.27 10.32 0.02
109.75 0.00 0.00 10.23 10.27 0.02
109.83 0.00 0.00 10.18 10.23 0.02
109.92 0.00 0.00 10.13 10.18 0.02
110.00 0.00 0.00 10.08 10.13 0.02
GJ

11 i

n

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
110.08 0.00 0.00 10.03 10.08 0.02
110.17 0.00 0.00 9.99 10.03 0.02
110.25 0.00 0.00 9.94 9.99 0.02
110.33 0.00 0.00 9.89 9.94 0.02
110.42 0.00 0.00 9.84 9.89 0.02
110.50 0.00 0.00 9.79 9.84 0.02
110.58 0.00 0.00 9.75 9.79 0.02
110.67 0.00 0.00 9.70 9.75 0.02
110.75 0.00 0.00 9.65 9.70 0.02
110.83 0.00 0.00 9.60 9.65 0.02
110.92 0.00 0.00 9.55 9.60 0.02
111.00 0.00 0.00 9.51 9.55 0.02
111.08 0.00 0.00 9.46 9.51 0.02
111.17 0.00 0.00 9.41 9.46 0.02
111.25 0.00 0.00 9.36 9.41 0.02
111.33 0.00 0.00 9.31 9.36 0.02
111.42 0.00 0.00 9.27 9.31 0.02
111.50 0.00 0.00 9.22 9.27 0.02
111.58 0.00 0.00 9.17 9.22 0.02
111.67 0.00 0.00 9.12 9.17 0.02
111.75 0.00 0.00 9.07 9.12 0.02
111.83 0.00 0.00 9.03 9.07 0.02
111.92 0.00 0.00 8.98 9.03 0.02
112.00 0.00 0.00 8.93 8.98 0.02
112.08 0.00 0.00 8.88 8.93 0.02
112.17 0.00 0.00 8.83 8.88 0.02
112.25 0.00 0.00 8.79 8.83 0.02
112.33 0.00 0.00 8.74 8.79 0.02
112.42 0.00 0.00 8.69 8.74 0.02
112.50 0.00 0.00 8.64 8.69 0.02
112.58 0.00 0.00 8.59 8.64 0.02
112.67 0.00 0.00 8.55 8.59 0.02
112.75 0.00 0.00 8.50 8.55 0.02
112.83 0.00 0.00 8.45 8.50 0.02
112.92 0.00 0.00 8.40 8.45 0.02
113.00 0.00 0.00 8.35 8.40 0.02
113.08 0.00 0.00 8.31 8.35 0.02
113.17 0.00 0.00 8.26 8.31 0.02
113.25 0.00 0.00 8.21 8.26 0.02
113.33 0.00 0.00 8.16 8.21 0.02
113.42 0.00 0.00 8.11 8.16 0.02
113.50 0.00 0.00 8.07 8.11 0.02
(o 8

1

J

1

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
113.58 0.00 0.00 8.02 8.07 0.02
113.67 0.00 0.00 7.97 8.02 0.02
113.75 0.00 0.00 7.92 7.97 0.02
113.83 0.00 0.00 7.87 7.92 0.02
113.92 0.00 0.00 7.83 7.87 0.02
114.00 0.00 0.00 7.78 7.83 0.02
114.08 0.00 0.00 7.73 7.78 0.02
114.17 0.00 0.00 7.68 7.73 0.02
114.25 0.00 0.00 7.63 7.68 0.02
114.33 0.00 0.00 7.59 7.63 0.02
114.42 0.00 0.00 7.54 7.59 0.02
114.50 0.00 0.00 7.49 7.54 0.02
114.58 0.00 0.00 7.44 7.49 0.02
114.67 0.00 0.00 7.39 7.44 0.02
114.75 0.00 0.00 7.35 7.39 0.02
114.83 0.00 0.00 7.30 7.35 0.02
114.92 0.00 0.00 7.25 7.30 0.02
115.00 0.00 0.00 7.20 7.25 0.02
115.08 0.00 0.00 7.15 7.20 0.02
115.17 0.00 0.00 7.11 7.15 0.02
115.25 0.00 0.00 7.06 7.11 0.02
115.33 0.00 0.00 7.01 7.06 0.02
115.42 0.00 0.00 6.96 7.01 0.02
115.50 0.00 0.00 6.91 6.96 0.02
115.58 0.00 0.00 6.87 6.91 0.02
115.67 0.00 0.00 6.82 6.87 0.02
115.75 0.00 0.00 6.77 6.82 0.02
115.83 0.00 0.00 6.72 6.77 0.02
115.92 0.00 0.00 6.67 6.72 0.02
116.00 0.00 0.00 6.63 6.67 0.02
116.08 0.00 0.00 6.58 6.63 0.02
116.17 0.00 0.00 6.53 6.58 0.02
116.25 0.00 0.00 6.48 6.53 0.02
116.33 0.00 0.00 6.43 6.48 0.02
116.42 0.00 0.00 6.39 6.43 0.02
116.50 0.00 0.00 6.34 6.39 0.02
116.58 0.00 0.00 6.29 6.34 0.02
116.67 0.00 0.00 6.24 6.29 0.02
116.75 0.00 0.00 6.19 6.24 0.02
116.83 0.00 0.00 6.15 6.19 0.02
116.92 0.00 0.00 6.10 6.15 0.02
117.00 0.00 0.00 6.05 6.10 0.02
0

7

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
117.08 0.00 0.00 6.05 6.10 0.02
117.17 0.00 0.00 6.00 6.05 0.02
117.25 0.00 0.00 5.95 6.00 0.02
117.33 0.00 0.00 5.91 5.95 0.02
117.42 0.00 0.00 5.86 5.91 0.02
117.50 0.00 0.00 5.81 5.86 0.02
117.58 0.00 0.00 5.76 5.81 0.02
117.67 0.00 0.00 5.71 5.76 0.02
117.75 0.00 0.00 5.67 5.71 0.02
117.83 0.00 0.00 5.62 5.67 0.02
117.92 0.00 0.00 5.57 5.62 0.02
118.00 0.00 0.00 5.52 5.57 0.02
118.08 0.00 0.00 5.47 5.52 0.02
118.17 0.00 0.00 5.43 5.47 0.02
118.25 0.00 0.00 5.38 5.43 0.02
118.33 0.00 0.00 5.33 5.38 0.02
118.42 0.00 0.00 5.28 5.33 0.02
118.50 0.00 0.00 5.23 5.28 0.02
118.58 0.00 0.00 5.19 5.23 0.02
118.67 0.00 0.00 5.14 5.19 0.02
118.75 0.00 0.00 5.09 5.14 0.02
118.83 0.00 0.00 5.04 5.09 0.02
118.92 0.00 0.00 4.99 5.04 0.02
119.00 0.00 0.00 4.95 4.99 0.02
119.08 0.00 0.00 4.90 4.95 0.02
119.17 0.00 0.00 4.85 4.90 0.02
119.25 0.00 0.00 4.80 4.85 0.02
119.33 0.00 0.00 4.75 4.80 0.02
119.42 0.00 0.00 4.71 4.75 0.02
119.50 0.00 0.00 4.66 4.71 0.02
119.58 0.00 0.00 4.61 4.66 0.02
119.67 0.00 0.00 4.56 4.61 0.02
119.75 0.00 0.00 4.51 4.56 0.02
119.83 0.00 0.00 4.47 4.51 0.02
119.92 0.00 0.00 4.42 4.47 0.02
120.00 0.00 0.00 4.37 4.42 0.02
120.08 0.00 0.00 4.32 4.37 0.02
120.17 0.00 0.00 4.27 4.32 0.02
120.25 0.00 0.00 4.23 4.27 0.02
120.33 0.00 0.00 4.18 4.23 0.02
120.42 0.00 0.00 4.13 4.18 0.02
120.50 0.00 0.00 4.08 4.13 0.02
r7 o

t

1
u

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
120.58 0.00 0.00 4.03 4.08 0.02
120.67 0.00 0.00 3.99 4.03 0.02
120.75 0.00 0.00 3.94 3.99 0.02
120.83 0.00 0.00 3.89 3.94 0.02
120.92 0.00 0.00 3.84 3.89 0.0^c
121.00 0.00 0.00 3.79 3.84 0.02
121.08 0.00 0.00 3.75 3.79 0.02
121.17 0.00 0.00 3.70 3.75 0.02
121.25 0.00 0.00 3.65 3.70 0.02
121.33 0.00 0.00 3.60 3.65 0.02
121.42 0.00 0.00 3.55 3.60 0.02
121.50 0.00 0.00 3.51 3.55 0.02
121.58 0.00 0.00 3.46 3.51 0.02
121.67 0.00 0.00 3.41 3.46 0.02
121.75 0.00 0.00 3.36 3.41 0.02
121.83 0.00 0.00 3.31 3.36 0.02
121.92 0.00 0.00 3.27 3.31 0.02
122.00 0.00 0.00 3.22 3.27 0.02
122.08 0.00 0.00 3.17 3.22 0.02
122.17 0.00 0.00 3.12 3.17 0.02
122.25 0.00 0.00 3.07 3.12 0.02
122.33 0.00 0.00 3.03 3.07 0.02
122.42 0.00 0.00 2.98 3.03 0.02
122.50 0.00 0.00 2.93 2.98 0.02
122.58 0.00 0.00 2.88 2.93 0.02
122.67 0.00 0.00 2.83 2.88 0.02
122.75 0.00 0.00 2.79 2.83 0.02
122.83 0.00 0.00 2.74 2.79 0.02
122.92 0.00 0.00 2.69 2.74 0.02
123.00 0.00 0.00 2.64 2.69 0.02
123.08 0.00 0.00 2.59 2.64 0.02
123.17 0.00 0.00 2.55 2.59 0.02
123.25 0.00 0.00 2.50 2.55 0.02
123.33 0.00 0.00 2.45 2.50 0.02
123.42 0.00 0.00 2.40 2.45 0.02
123.50 0.00 0.00 2.35 2.40 0.02
123.58 0.00 0.00 2.31 2.35 0.02
123.67 0.00 0.00 2.26 2.31 0.02
123.75 0.00 0.00 2.21 2.26 0.02
123.83 0.00 0.00 2.16 2.21 0.02
123.92 0.00 0.00 2.11 2.16 0.02
71

t

11
fl

HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
124.00 0.00 0.00 2.07 2.11 0.02
124.08 0.00 0.00 2.02 2.07 0.02
124.17 0.00 0.00 1.97 2.02 0.02
124.25 0.00 0.00 1.92 1.97 0.02
124.33 0.00 0.00 1.87 1.92 0.02
124.42 0.00 0.00 1.83 1.87 0.02
124.50 0.00 0.00 1.78 1.83 0.02
124.58 0.00 0.00 1.73 1.78 0.02
124.67 0.00 0.00 1.68 1.73 0.02
124.75 0.00 0.00 1.63 1.68 0.02
124.83 0.00 0.00 1.59 1.63 0.02
124.92 0.00 0.00 1.54 1.59 0.02
125.00 0.00 0.00 1.49 1.54 0.02
125.08 0.00 0.00 1.44 1.49 0.02
125.17 0.00 0.00 1.39 1.44 0.02
125.25 0.00 0.00 1.35 1.39 0.02
125.33 0.00 0.00 1.30 1.35 0.02
125.42 0.00 0.00 1.25 1.30 0.02
125.50 0.00 0.00 1.20 1.25 0.02
125.58 0.00 0.00 1.15 1.20 0.02
125.67 0.00 0.00 1.11 1.15 0.02
125.75 0.00 0.00 1.06 1.11 0.02
125.83 0.00 0.00 1.01 1.06 0.02
125.92 0.00 0.00 0.96 1.01 0.02
126.00 0.00 0.00 0.91 0.96 0.02
126.08 0.00 0.00 0.87 0.91 0.02
126.17 0.00 0.00 0.82 0.87 0.02
126.25 0.00 0.00 0.77 0.82 0.02
126.33 0.00 0.00 0.72 0.77 0.02
126.42 0.00 0.00 0.67 0.72 0.02
126.50 0.00 0.00 0.63 0.67 0.02
126.58 0.00 0.00 0.58 0.63 0.02
126.67 0.00 0.00 0.53 0.58 0.02
126.75 0.00 0.00 0.48 0.53 0.02
126.83 0.00 0.00 0.43 0.48 0.02
126.92 0.00 0.00 0.39 0.43 0.02
127.00 0.00 0.00 0.34 0.39 0.02
127.08 0.00 0.00 0.29 0.34 0.02
127.17 0.00 0.00 0.24 0.29 0.02
127.25 0.00 0.00 0.19 0.24 0.02
127.33 0.00 0.00 0.15 0.19 0.02
127.42 0.00 0.00 0.10 0.15 0.02
127.50 0.00 0.00 0.05 0.10 0.02

i
i
I
HYDROGRAPH DISCHARGE TABLE Cont"d
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTPUT
hrs cfs cfs cfs cfs cfs
127.58 0.00 0.00 0.00 0.05 0.02
0.00
MAXIMUM OUTFLOW (cfs) =========> 0.27
MAXIMUM STORAGE (cf) ==========> 49426
MAXIMUM ELEVATION (ft) ========> 91.51
TOTAL DRAW DOWN TIME (hrs) ====> 127.58 (5 days 7 hours 35 min.)
f13
74

I

I II

II
II

C-
0 T
3
km ?i Ln
II
F
1=

HYDFtUL-OC I C iZE1='OIZT FQFZ
VILLAGE GREEN
STORM WATER MANAGEMENT
10 YR 24 HOUR OUTFLOW
APPIAN CONSULTING ENG'RS
ROCKY MOUNT, NC

HYDRQILQG I G REP'OF2T
VILLAGE GREEN.........
STORM WATER MANAGEMENT
14 YR 24 HOUR OUTFLOW
Hyd. No. 13
Hydrograph type, = RESERVOIR ROUTE Peat--. discharge = 59.82 cfs
Storm fregt_(ency = 10 yr Time interval = 5 min
Inflow hyd. no. = Reservoir no. = 1
HYDROGRAPH DISCHARGE TABLE
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
I..5Ci *f) 2.39 2.39
1.58 0.36 C),4(;i „C)7 oc)
1.67 0.4(--) C).44 3.83 _.8:3 C). (.-)C)
1. 75 (--).44 C).47 4.67 4. 67 C). C)C)
1.F ii.47 0.51 5.58 5.58 C),C)Ci
1.92 0. 51 C.).54 6. 56 6.56 Ci . 00
2. ('.)0 0.54 0.57 7.61. 7.61 C).00
?'.C)6 0.57 C).61 8.'7.3 8.73 C).00
1.7 Ci.61. (?.64 9.91 9.91 (),C)C)
2.25 C). 64 (--).66 11.15 11.15 C) . 0
2 .__ Ci.66 C).69 12.45 12.45 C).C)C)
2.4
.69
0
C).7?
13.8Ci
0. 00
.5U 0.72 U.75 15.2: 15.22 C).C)C)
2.'58 o.75 0.77 16.68 16.68 C).
2.67 0.77 0. 80 18.'x'(? 18.20 Ci.C)(i
.7`? C).8() 0.82 19, 77 19.77 0.C)(?
0. . 82 0. 84 21 . = 8 21.38 C) C)
^ 9ai
?. C).84 C).87 2`;.C)'
_ 2:'.C)4 C;.Cii
_ . C)C) C) . 87 (- . 89 24. 7 1. 24.7:3 0. 01
. C)8 C). 89 C) .91 26.4.-. 26.46 0.02
17 Ci .91 C) . 9' 2'8.18 28. 0 . C-)2
3.25 C).9 0.95 29.97 ,0.C)3 C).03
_ ... _ 0.95 (").97 31.79 31.85 C>.C)3
4 ( ? . 9'7 (_) .99 3- . 64 = . 71 Ci . C)4
_,5Ci 0.99 1..C)1 5.5?' 35.60 C),(4
r7
11
HYDROGRARH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-0 (i) 2S/dt+O 0) OUTFLOW
hrs cfs cfs cfs cfs cfs
3.58 1.01 1.07-.; 37.42 7.52 0.05
3.67 1.03 1.05 39.06 49.47 0.05
3.75 1 .0r", 1.07 41.33 41.44 ii. 06
_ .83 1.07 1.09 43.32 43.45 0.06
3.92 1.09 1.10 45.35 45.48 0.06
4.00 1.10 1.12 47.41 47.54 0.07
4.08 1.12 1.14 49.49 49.63 0.07
4.17 1.14 1.16 51.61 51.75 0.07
4.25 1.16 1.18 53.75 53.91 0.08
4.33 1.18 1.20 55.93 56.09 0.0e
4.42 1.20 1.2:Z. 58.14 58.31 0.09
4.50 1.2j. 1.25 60.39 60.57 0.09
4.58 1.25 1.27 62.69 62.86 0.09
4.67 1.27 1.29 65.0.' 65.21 0.09
4.75 1.29 1.32 67.42 67.60 0.09
4.83 1.32 1.34 69.85 70.03 0.09
4.92 1.34 1.36 72.3:1; 72.51 0.09
5.00 1.36 1.38 74.86 75.03 0.09
5.08 1.38 1.41 77.42 77.60 0.09
5.17 1.41 1.43 BO.03 80.22 0.09
5.25 1.43 1.45 82.68 82.87 0.1()
5.33 1.45 1.47 85.46 85.56 0.10
5.42 1.47 1.50 88.07 88.28 0.11
5.50 1 . 5(=) 1.52 90.8' 91 . 04 0.11
5.58 1.52 1.54 93.60 93.83 0.12
5.67 1.54 1.56 96.41 96.66 0.12
5.75 1.56 1.58 99.26 99.51 0.14
5.83 1.58 1.60 102.14 102.40 0.13
5.9 1.60 1.63 105.06 105.33 0.13
6.00 1.63 1.65 108.02 108.29 0.14
6.08 1.65 1.67 111.01. 111.29 0.14
6.17 1.67 1.69 114.04 114 . 33 0.15
6.25 1.69 1.71. 117. 10 117.40 ii, 15
6.33 1.71 1.7:5 120.19 120.50 0.15
6.42 1.7-3 1.75 123.3:7. 123.64 0.16
6.50 1.75 1.78 126.50 i 126.82 0.16
6.58 1.78 1.80 129.71 130.03 0.16
6.67 1.80 1.82 132.96 133.28 0.16
6.75 1.82 1.84 136.24 136.57 0.17
6.83 1.84 1.86 139.56 139.89 0.17
6.92 1.86 1.88 142.91. 143.25 0.17
7.00 1.88 1.90 146.30 146.65 0.17
f? 8
7
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
7.08 1. 90 1.92 149.77; 150.08 0.18
7.17 1.92 1.94 151.19 153.55 0.18
7.25 1.94 1.96 156.69 157.05 0.18
7.33 1.96 1.98 160.23 160.59 0.18
7.42 1.98 2.00 163.80 164.17 0.19
7.50 2.00 2.02 167.41 167.78 0.19
7.58 2.02 2.04 171.05 171.43 0.19
7.67 2.04 2.06 174.7-.]; 175.11 0.19
7.75 2.06 2.08 178.44 178.83 0.2(-*)
7.83 2.08 2.10 182.19 182.58 0.20
7.92 2.10 2.12 185.97 186.37 0.20
E3. ?_>C> 2.12 2.15 189.79 190.20 0. 2(.)
8.08 2.15 2.18 193.65 194.06 0.21
8.17 2.18 2.22 197.55 197.97 0.21.
8.25 2.22 2.2B 201.53 201.95 0.21
8.33 2.28 2.35 205.61 206.03 0.21
8.42 2.35 2.43 209.81 210.24 0.21
8.50 2.43 2.52 214.16 214.59 0.22
8.58 2.52 2.6(-) 218.67 219.11 0.22
8.67 2.60 2.69 223.34 223.79 0.22
8.75 2.69 2.78 228.19 228.64 0.22
8.83 2.78 2.87 233.20 233.66 0.23
8.92 2.87 2.95 238.39 238.85 0.23
9.00 2.95 3.04 243.74 244.21 0.23
9.08 3.04 3.11 249.26 249.73 0.24
9.17 3.11. 3.17 254.94 255.41 0.24
9.25 3.17 3.21 260.73 261.22 0.24
9.33 3.21 3. 2 _ 266.62 267.11 0.24
9.42 3.0''; 3.24 272.56 273.06 0.25
9.50 3.24 3.25 278.53 279.03 0.25
9.58 3.25 3.2e 284.52 285.02 0.2
9.67 3.26 3.33 290.54 291.05 0.26
9.75 3.3:3 3.42 296.63 297.15 0.26
9.83 3.42 3. 53 302.86 303.38 0.26
9.92 3.53 3.65 -309.27 309.80 0.26
10.00 3.65 3.79 315.92 016.45 0.27
10.08 3.79 3.94 322.82 323.36 0.27
10.17 3.94 4.11 330.01 330.55 0.27
10.25 4.11 4.29 337.50 338.06 0.28
10.33 4.29 4.48 345.34 345.90 0.28
10.42 4.48 4.69 353.25 354.11 0.43
10.50 4.69 4.90 360.31 362.42 1.06

11

"? q
HYDROGRARH 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. 58 4.90 5. 13 "66.64 3.69.89 1 .6.---!,
10.67 5.13 5._.9 372. 9 376.67 2.14
1. ) . 75 5.39 5.69 3.77.36 392" . 92 2` . 78
10.8 ; 5.69 6.(--)(-) ;';81. 46 388.45 _ .49
10.92 6.00 6.34 384.9 3 9_. 15 4.1(--)
11 . iC> 6. =4 6.60 397.29 4.64
11.08 6.60 6.9:::: 3 9ii.7' 4(--)('). 96 5.11
11.17 6.93 7.36 393.18 4(.)4.26 5.54
11.25 7. -';6 8.06 395. 56 407.47 5.96
11 .33 3.(-.)6 8.811 398. (.)4 410.97 6.47
1.1..4'2.' 8.85 9.70 4(-.)0. 74 414.95 7.11
11.. 50 9.70 11.51 4C> . b7 419.29 7.81
1.1.58 1.1.51 15.81. 407.46 42:`4.89 8.71
11.67 15.81 24.16 414.17 434.79 10.31
1.1.75 24.1.6 38.35 42.'6.56 454.14 13.79
11. 83 :38.35 60.33 448.2`; 489 . 07 20.42
11.92 60 . W;3 81.51 482'. 15 546.90 32' . 37
12. i )c i 81.51. 91.2(.) 5:?7 . 19 6213.99 48.4(.)
12. 08 91.20 82.0 "3 59 05 699.90 53. 43
12.17 82.(.)=, 63.85 650.45 766.28 57.91
12 25 6;.85 46._2 676.71 /9ti.34 59.82
12-33 46. ) . 58 668.39 786.88 59.25
1.2.42'. ; . 58 18. *70 63'2 .2'4 745.2.'9 56.52
1 ' . 5(.) 18. 70 1. 3. 53 576.82 681. 53 52.35
1.2. 58 1 _ . 53 11.79 515.6 6('-')9.(--)5 46.71
12.67 11.79 1).:7 478.86 540.95 31.05
12.75 1C>.37 9.3C; 455.55 501.02 22'.74
121.83 9.--:!.,(:) e.50 439.74 475.22 17.74
12.92 8.50 7.89 428.70 457.53 14.42
1:.'; . 7.89 7. 4i i 420.87 445.08 12.10
1.3.08 7.40 6.98 415.1(.) 436.17 10.5=;
13.17 6.98 6.61 410.58 429.49 9.45
1-7;.25 6.61 6.28 406.98 424.17 8.60
13. 7, 6.28 5.99 4(.)4.06 419.87 7.90
1";.4' 5.99 5.72' 401.67 416. 7. _
13.50 5.72 L?.47 399.67 413.37 6.85
13.58 5.47 5.224 397.97 410.86 6.45
13.67 5.24 5.02 396.45 4(.)8.68 6.11
13.75 5.02 4 .82 395 . C-) (i 406.71 5.86
4.82 4. 63 393.6 0 404.83 5.61
13.9' 4.63 4.44 392.28 403.05 5.38
1.4 . i)() 4.44 4.27 391.(-.)2 401. 35 5.16

I

I
I
I

po
HYDROGRARH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j) 2S/dt-O (i) 2S/dt+O (j) OUTFLOW
hrs cfs cfs cfs cfs cfs
1.4.08 4.27 4. 12' 389.83 399.74. 4.96
14.17 4.12 3.98 388.7('-') 398.22 4.76
14.25 3.98 3.88 387.65 396.80 4.5+7
14._7 =.88 _.79 386.70 395.51 4.41
14.42 3.79 3. 72 ?85.85 394 .,6 4.26
14.50 _ . 72 3.65 385. 1(-,) 393.35 4. 13
14.58 3.65 3.59 94.44 392.47 4.01
14.67 _.5?' ..53 383.86 391.69 7.91
14.75 3. 5:' 3.47 383.34 390.98 3 .8,71
14.83 3.47 3.41 382.87 390.34 7.74
14.9' 3.41 _ . --!.'5 38'.2.42 389.74 3.66
15.()(- ? 3.:31 5 73.29 3C) 389.18 . 59
15.08 3.29 3.22 381.60 388.6'- 3. 522
15.17 3 .22 3. 1.6 81..2'1 388. it ..45
15.'25 3.16 380.83 387.60 3. 38
15. 33'
_
. 1C?
_ .04
380).46
387.1C.)
3.32
15.4;_' 3.04 .98 38Cr . ?- 9 386.60 3.25
1.5 „ 5Cf . 98 '.. 92' 379.7'-!, 386.12 3.19
15.58 .2.92 2.86 379.37 385.6= 3.13
1.5.67 2.86 12.80 379.02 385.15 _.07
15.75 2.80 x.73 378.66 384.67 3.00
J.5.83' 2.73 2.67 378.31 384.19 2.94
15.9' 2.67 2.61 377.95 383.71 2.88
1.6 . 0 0 2.61 . 55 377.60 3,8 r . 24 2.82
16.08 2.55 2.5() 377.25 382.76 2.76
16.1. 2'.5C> 2.45 376.91. 382.30 2.70
16.25 2.45 2.41 =76.57 381.85 2.64
1.6 „ _ _ .2. 41 . 38 376. '2'7 381.44 2.59
16.4; 2.:_58 2. 36 375.99 °_•81 .06 2.54
1.6.50 2". 3 6 2.33 :1,75.74 380.73 2.49
16.58 2'.33 ?.-3 1 375.52 380.43 2.46
1.6.67 2.31 2' . -9 375.32 380. 17 2.42
.1.6.75 2.29 2.27 3'75.15 379.93 .::..39
1.6.8: 2.27 2' . 25 374.97 79.70 2.37
16.92 2.25 2.22 374.77 3-179.48 2.5
1.7 . C)0 2.22 .._ . 20 374.58 379.24 2.33
17.08 2.20 2.18 374.37 379.00 2.32
17.17 2.18 2.16 374.16 378.75 2.30
17.25 2.16 2. 1A 37'.5. 94 378.5(--) 2.28
17 . .14 11 37•,:- . 72 378.24 2.26
17.42 2.11 .09 50 377.97 2.24
17.50 2.09 27' . U7' 37-3'. 27 377.70 2 . 2 2

I

I
I
I
I
HYDROGRARH 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.in58 2 .C)7 .'.c_?5 373.04 377.43 2.2(
17.67 2. C;5 2. iii ':7,2 . 81 377 . 16 2.18
1.7.75 2.0 : 2'.C;1 =:72'..57 376.88 .16
17. e3 '2 . C)1 1.98 3 7`2' . 3 3 376.6c? 2.13
17.9'2' 1.98 1.96 372.10 376.32'. 2.11
18 . oC) 1.96 1.94 371.86 376.04 2.(.-)9
18.78 1.94 1.92 371.62 375.76 2.07
18.17 1.92 1.9C; 371.38 375.48 2.05
.1.8 .25 1. 90 1.87 371. 14 375.19 2. 03
18.33 1.87 1 .at--) 37(--).9(-) 374.91 2.01
18.42 1.. 85 1 . 8: 370. 66 374.62 1.98
1?3. 5c? 1 .8 3 1.81 37Ci . 41 374.34 1.96
1.8. 58 1.81 1.79 370. 17 3:74. C) 5 1.94
18.67 1.79 1.76 69.93 37`T.76 1.92
1.8.75 1.76 1.74 _:69 .68 373.48 1 .9c?
18.8ry: 1.74 1.72 369.44 373.19 1.88
18.92 1.. 72 1 . 7(:) 369 .2'0 37'2? . 9c_; 1.85
19 . CiC; 1.70 1.68 368.95 372' . 62 1.83
19.08 1.68 1.66 368.71. 372.3_ 1.81
19.17 1.66 1.63 368.46 372.04 1.79
19.25 1.6--:!: 1.61 68.22 371.75 1.77
19. 3*3 1.61 1.59 .':67 .98 '71 .46 1.74
19.42 1.59 1.57 367.73 371.18 1.72
19. 50 1.57 1.55 367 .49 : 7c-? . 89 1.70
1.9.58 1.55 1.52 :7.67.24 37C? . 6C; 1.68
19.67' 1.52 1..5(-.) 367.00 " 7C) . 31 1.66
19.75 1.50 1.48 366.75 370.02 1.64
19.83 1.48 1.46 :66.51 369.73 1.61
1.9.92 1.46 1.44 366.26 369.45 1.59
1.44 1.41 366.02 :7,69.16 1.57
20.08 1.41 1.40 365.77 368.87 1.55
20.17 1.4(--) 1.38 365.53 368.58 1.57.
2(:.) ..'S 1.38 1.317 365.30 368.31 1. 5i.
20 . 3_ 1.37 1.36 365.(--)B 368. 0 5 1.49
::0. 44:.' 1.36 1.35 364.87 367.81 1.47
20.50 1.35 .1..35 364.69 367.59 1.45
20. 58 1 .35 1 .35 364.52 367.39 1.44
2Ci , 67 1.35 1 . -:4 364....7 367.22 1.42
20. 75 1.. .3 4 1 . :4 364.24 367.06 1.41
20;.83 1.34 1. 364.12 :66.92 1.40
20.92 1.33 1._ 364.01 7:66.79 1.39
21 . c?0 1.33 1.32 363. 91 366.67 1.38
8/

1

11
11
11 21.50 1..30 1.30 363.43 366.11 1.34
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
21.08 1.32 1.32 363.31 366.56 1.37
21.17 1.32 1.31. 363.73 366.46 1.36
21.25 1.31 1.31 361.65 366.36 1.36
21.33 1.31. 1.31. 363.57 366.27 1.35
21.42 1.31 1.3(-') 363.50 366.19 1.34

21.58 1.30 1.29 363.37 366.03 1.33
21.67 1.29 1.29 363.30 365.96 1.,3
21.75 1.29 1.26 363.24 365.89 1.32
21.83 1.28 1.28 363.18 365.82 1.32
21.9' 1.28 1.28 363.1' 365.75 1.31
22.00 1.28 1.27 363.07 365.68 1.31
22.08 1.27 1.27 363.02 365.62 1.30
22.17 1.27 1.26 362.96 365.55 1.30
22.25 1.26 1.26 362.91 365.49 1.29
22. 33 1.26 1.25 362.86 365.43 1.29
22.42 1.25 1.25 362.8() 365.37 1.28
22.50 1.25 1.2,1 362.75 365.31 1.28
22.58 1.24 1.24 362.70 365.25 1.27
22.67 1.24 1.24 362.65 365.19 1.27
22.75 1.24 1.23 362.60 365.13 1.26
22.83 1.23 1 .i = 362.55 365 . 07 1.26
22.92 1.23 1.22 362.50 365.01 1.25
23.00 1.22 1.22 362.45 364.95 1.25
23 . 08 1.22 1.2.1 362.40 364.89 1.25
23.17 1.21. 1.21 362.35 364.83 1.24
23.25 1.21. 1.21 362.30 3'64.77 1.24
2': . _ _ 1.21 1.20 362.25 364.71 1.23
23.42 1.20 1.2(--) 362.20 364.66 1.23
23.50 1.20 1.19 362.15 364.60 1.22
23 . 58 1.19 1.19 362 . 10 364.54 1.22
23.67 1.19 1.16 162.05 364.48 1.21
23.75 1.18 1.18 362.00 364.42 1.21
23.83 1.18 1.17 361.95 364.37 1.21
23.92 1.17 1.17 361..91 364.31 1.2('')
24.0(-) 1.17 1.07 361.86 364.25 1.20
24.08 1.07 0 .8 7 361.7" 364.10 1.19
24.17 0.87 0.58 361.36 363.67 1.15
24.25 0.58 0.35 360.64 362.82 1.09
24.33 0.35 0.17 359.58 361.57 0.99
24.42 0.17 0.06 358.34 360.11 0.88
24 . 50 0.06 0.00 357.04 358.57 0.77
8Z
t
i
i
HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j)
hrs cfs cfs
24.58 C),C)C) ii.c)(')
24.67 C),(ic)
24.75 C) C-)
24.83 C),OO C),OC)
24.92 c) . C)C) c). On
25.00 (i , c )0 0 . )C)
25.(.-)B C) . O C) c) . 0 c)
25.17 Ci,OC) C) C)
x 5.25 C),(.)C)
25,x'? i)

25.50 C) 0 C.)
25.158 0,0C) C),C)C)
25.67 c),00 0. 0(
25.75 i),C)C) C),C)C;
25. E33 0.00 c) , 0(i
25.92 (),C)i) 0(i
'26. (K) C) c)
0,OO
"6 . C) 8 O . C)0 C) , C)0
26.1.7 O.C)C) C) ,O0
MaxiMUM OutfloW (cfs) = 59.82
I`4a'X imam storage (c4( ft) = 110479
ria>;imum elevation (ft) - 9:,.Cix'
2S/dt-O (i)
cfs
355.79
354.68
353. 74
.52.94
_';52.26
351.68
_51.1'
•_~50.55
349.99
349.42
348.86
x:48.'9
347.73
347.17
?46.6(=)
7,46.(--)4
345.48
344.92
.:44 .36
343.80
2S/dt+O (j) OUTFLOW
cfs cfs
357.10 0.65
=55.79 0.56
354.68 (). 47
'53.'74 c) . 40
352.94 0.34
_.52.26 0.29
351.68 0. 28
351.12 0.28
35().55 0.28
349.99 0.28
349.42 0.28
348.86 () . 28
348.29 C). 28
.147.73 0.28
347.17 0.28
:346.60 0.28
346.04 0.28
345.48 0.28
.;44.92 0.28
344.36 0.28
9-

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"'vfnF:ZQLLQG Z G F2EF''OFZT' F= 0FZ
VILLAGE GREEN
STORM WATER MANAGEMENT
100 YR 24 HOUR OUTFLOW
ARFIAN CONSULTING ENG'RS
ROCKY MOUNT, NC
?S
6(?
H1fDF20LOG I G FcEF'QF;t -
F-VILLAGE GREEN.........
STORM WATER MANAGEMENT
100 YR 24 HOUR OUTFLOW
Hyd. No. 15
Hydrograph type = RESERVOIR ROUTE Peak discharge = 75.19 cfs
Storm frequency = 100 yr Time interval = 5 min
Inflow hyd. no. = 5 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
1..U?>> 0.32 0.41. 1..36 1.:36
1 8 (--).41 0.49 2. J.0 2.10 C)
1. 17 0.49 i i . 57 3.00 C? • 00
1.25 ii. 57 0.64 4. C)6 4.06 0.00
1 C).64 0.71 5.2'7 5.27 C)
1.42 0.71. 0. 77 6.62 6.62
1.50 i..).i'7 0"8:_ 8.11 8.11 0C)
1.58 0.83 0. 89 9.71 9.71 C ? . C.)
1.67 (--).89 0.94 11.4.. 11.4 C),
1.75 0.94 0.99 1.3.'27 1=;.27 0
1 . 83 0.99 1 . (_)4 1.5.20 1.5.2C) c? , C)
1.92 1.04 1.09 17.24 17. 4 Cy . C) (
?.. C) 0 1. C)9 1. 1.9.37 19.37 C). CiC)
1"* 1.17 21.58 21.59 0.00
2.:17 1.17 1.21. 2_.'.86 23.88
25 1."1 1.25 26.' 1 2'6.':5 Ci.C) 2
_ 1.25 1.'x'9 28.63 28.68 Ci•C?2
2'.42 1.29 1.313 31. 11 31.17
2.50 1.33 1.36 65 -Z::- . 73 t_i , C?4
2' . 58 1 .36 1.39 6 . `?4 36 .._ - cj , c?5
2.67 1.39 1.43 38.89 39 . C? C). 05
2.75 1.43 1.46 41.59 41.71. 0.06
2.8 _" 1.46 1.49 44 .35 44.47 ().(--)6
2.92 1.49 1.52 47.15 47.29 0.07
, 1.52
1.•54
tj C) 1
50. 16
0 .U1

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. 08 1.54 1.57 52.92 57%. (17 () , oa
3. 17 1.57 1.60 55.87 56.(-.)4 (d . ()8
-1.25 1. 60 1 .6 58.87 59.05 0.09
1.63 1.65 61 .9'' 62.10 (?,0
:3.42 1.65 1.68 65.02 65.20 (a9
3. 5() 1.68 1.70 68.17 68. 73 5 09
_ . 58 1.70 1.72 71 .37 71.55 0 . (>9
3. 67 1.72 1.75 74.62 '74. 80 0. 09
_.75 1.75 1.77 77.92' 78.09 0.09
3.83 1.77 1.79 81.25 81.44 0.09
_.92 1.79 1.82' 84.61 84.81 0.10
4.00 1.82 1.84 88.01 88.23 0.11
4.08 1.84 1.86 91.44 91.67 0.11
4.17 1.86 1.89 94.9() 95.14 0.12
4.25 1.89 1.91 98.40 98.65 0.13
4.3:2: 1.91 1.94 101.94 102.20 0.13
4.42 1.94 1.97 105.5 105.8() 0.13
4.50 1.97 2.01 109.17 109.45 0.14
4.58 2.01 2'.04 112.86 11=.15 0.14
4.67 2 .04 2.(--)7 1.16.61 116.90
4.75 2.07 2'.10 120.41 120.71 0.15
4.83 ?' . 10 ?' . 13 124.26 124.57 0. 16
4.92 :' . 13 2.16 128.17 128.49 0.16
5.Oo 2.16 2.19 .132.14 132.46 0.16
5.08 2'. 19 2.22 1-36. 16 136.49 0. 17
5.17 2.22 2.25 14().24 140.58 0.17
5.25 2.25 2.28 144.37 144.71 0.17
5.__ 2.28 2.';1 148.56 148.91 0.17
5.42 2.31 2' .34 15'2.80 153. 15 0.18
5.5(--) 2.34 . -37 157.09 157.45 . 18
5.58 2. 37 2.40 161.44. 161.81 (").18
5.67 2.40 ?'.4_ 165.84 166.22 Q.19
5.75 2.43 2.46 170.3() 170.68 (? . 19
5.8:?? 2.46 2.49 174.81 175.19 0.19
5.92 .49 2.52: 179.37 179.76 0.20
6.00 2.52 2.55 18:31.98 184..;8 0.20
6.08 2.55 2.58 168.65 189.06 0.20
6.17 2.58 2.61 193.37 193.78 0.21
6.25 2.61 2.64 198.14 198.56 0.21
6.33 2.64 2.67 202.97 2()3.:::9 0.21
6.42 2.67 2.70 207.85 208.28 0.21
6. 50 2.70 2. 7: 212.78 2 1 .21 0.22
9r-/

8E?
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
6.58 2. 7: . 75 2.17 . 76 218. 0.22
6.67 y.. 75 2..78 22'"'. 8C) ^'2'---! ."4 ?;.•:,?
6.75 `.2.78 .81. 227.89 2'28.34 -).22
233 .03 2"-:! . ' . 48 ? ? . 27
6.92 2.84 2 .8'7 2 .3% 8.2 2 .38.6 0.23
7 . CSC 2.87 2. 9C? 2'4_ . 46 2'43 .92 C > . 2''3
7. 08 2.9? 9:.' 248.75 249.22 C). 24
7.1.7 2.97-1. 95 254. 10 254.57 C> . -24
7.25 2. 95 2.98 259.49 2'59 .98 t? . 24
7-.3 -41. 98 3. i 1 264.94 265.4; 0.2q
7.42 3. 01 04 270.44 7C) . 93 0.25
7.50 _ . Cf4 _ . C?7 "x'75 . 99 X76.49 0.25
7.58 3. Ci7 281.59 28'2 .09 0.25
7. 67 .. 09 .. 12 287. `2'4 287.75 0.25
.75 .12
_.15
292.94
293.46
0.26
7 .8 3 . 15 _ . 18 x'.98.69 299.21 0.26
7.92 -3. i8 3 .21 4.49 305.02 0.26
. () () 21 _ . 24 310.35 ?10.88 0.27
8.08 3.24 _.28 316.25 316.79 0.27
8. 1.7 -7.28 .. =;5 _2'22.2'x; 22.77 0.2'7
8.25 3.35 = .4 328.31 328.86 0.27
a. 3 - 3.43 3.54 3 4 . 54 :335.09 C.). 28
8.42 3.54 3, 66 34C). 96 _341 . 52 0.28
8.50 66 3.78 :347. 59 348.16 0.28
8.58 7'8 _ . 91 354.04 - 55.0. (--).5(--)
8.67 3.91 4.04 359.72 361.73 1.01
8.75 4 . Ci4 4.17 364.76 367.67 1.46
B.83 4.17 4. 3C.; :_69.2Eli 372.96 1.86
8.92 4.'0 4.4 373.'28 377.71 2.22
9. C)0 4 .4 -3 4.55 376.68 382.00 2. 66
9.08 4.55 4.66 =79.39 '85.66 =.1_3
9.17 4.66 4.74 "3N81.57 388.60 3.51
9.25 4.74 4.79 383 .:7 3 90 .97 3'. 82
9.. 4.79 4.8:' 384.73 392.86 4.06
9.42 4.82 4.84 85.8:": :',:94. 'S 4.26
9.50 4.84 4.85 386.68 395.5(--) 4.41
9.58 4.85 4.89 387.:-4 396.38 4.52
9.67 4.89 4.97 "87.86 397.08 4.61
9. *75 4.97 `i . C) .. x•88.: _ 397.72 4.69
9.8:x; 5.(")9 5.'25 =88.83 398.39 4.78
9.912 5.25 5.44 7.89.4.1 ''99.18 4.88
1. 0.00 5.44 5.64 '_;90.10 400.10 5.O0

I

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
1 c:? . c'_i8 5.64 5.86 39(--). E19 401. 18 5. 14
10.17 5.86 6.11 491.80 402.40 5. 30
1.0.25 6.1.1 6.47 492.82 404.77 5.48
10. _ _ 6.37 6.66 393. 95 41)5. _C-) 5,67
10.42 6.66 6.96 73* 95.20 406.98 5.89
1(.) . 5(') 6.96 7 .27 396. 55 408.81 6.13
10.58 7.27 7.61 397.91. 410.78 6.44
10.6 7 7.61 3599.27 412.79 6.76
10.75 8.00 8.4_; 400.69 414.88 7.10
10.83 8.44 8.89 402.20 417.11 7.46
10.92 8.89 9.39 4071 .83 419.52 7.85
11.00 9.49 9.77 405.59 422.11 8.26
11.08 9.77 10.25 407.37 424.75 8.69
11.17 10.25 1(-).88 409.16 427. =9 9.12
11. 10.88 11.92 411.13 430.29 9.58
11 .33 11.92 1 4.08 4173. 58 433.92 10. 17
1.1.42 13. 08 14.33 416.73 438.57 10.9.1",
11 14 . 33 17.00 420.23 444.14 11.93
11.58 1.7.00 2' .32%, 424.97 451.61 13.32
11.67 2-3. 32 • 5.62 43 =, . 57 465.29 15.86
11.75 5.62 56.46 450." _ 492.5(1 21.09
11.
.31 56.46 88.75 479.67 542.41 31.37
1.1 .9' 88.75 831 52 7 . 9:3. 624.88 48.48
12.00 119.8 ' 1:3 4. c i 1 624.64 746.50 55.94
1.2 . 08 1 '.4 .01 120. 5C) 749. 50 878.47 64.48
12.17 120. 50 93.7e 861.90 1? 104.01 71.(-.)6
12.25 94.78 68. 1. 92'7.0(-') 1076.17 74.59
12.33 68.01 44.89 938.41 l OeB . '78 75.19
12.4 44.89 27.44 9(*)4. 5 3 1051.41 73 .39
12.50 27.44 19.86 837.48 976.86 69.69
1.2.58 19.86 17.29 755.11 884.78 64.83
12.67 17.29 15.`'1 67_.1C') 792'.26 59.58
1.x'..'75 15.21. 1 ;.64 597.99 705.61 53.81
12.8:3 1'.3.64 12.47 529.56 626.84 48.64
1.2.92 12' . 47 11.57 487. (-)i i 555.67 34.33
1:--!;. 11.57 10.86 461.51 511.(--)4 24.77
1.31 10.86 10 .25 445.08 483.94 19.43
1.3. 17 10.25 9.69 434.13 466.1.9 16.03
1 °;. '.5 9.69 9.2'1 426.52 454.07 1 .78
1 .3 _ 9.21 8.78 421.09 445.42 12.17
17-1.42 8.78 8.39 417.08 439. 08 11.00
50 8.49 8.04 413.80 4=4.25 10.2'2
g9

U
11
11
C
11
11
11
11
11
11
11
11
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
13.58 8.03 7.69 411.08 430.22 9.57.
13.67 7.69 7.36 408.75 426.79 9.02
1.3.75 7.36 7.07 406.73 423.80 8.54
13.83 7.07 6.79 404.94 421.16 8.11
13.92 6.79 6.52 403.34 418.79 7.7:3
14.00 6.52 6.27 401.88 416.64 7.38
14.08 6.27 6.04 400.54 414.67 7.06
14.17 6.04 5.84 399.31 412.85 6.77
14.25 5.84 5.69 398.19 411.19 6.5('')
14.33 5.69 5.56 397.20 409.72 6.26
14.42 5.56 5.45 396.28 408.44 6.08
14.50 5.45 5.36 395.42 407.29 5.93
14.58 5.36 5.27 394.64 406.24 5.80
14.67 5.27 5.18 393.93. 405.27 5.67
14.75 5.18 5.09 393.27 404.38 5.56
14.83 5.09 5.00 392.64 403.53 5.45
14.92 5.00 4.91 392 . 05 402.73 5.34
15.01 4.91 4.82 391.47 401.95 5.24
15.08 4.82 4.7:-:r 390.91 401.20 5.14
15.17 4.73 4.64• 390..36 400.46 5 . 05
15.25 4.64 4.55 389.82 399.73 4.95
15.13 4.55 4.46 389.29 399.01 4.86
15.42 4.46 4.37 388.76 398.30 4.77
15.50 4.37 4.28 388.24 397.59 4.68
15.58 4.28 4.19 387.72 396.89 4.59
15.67 4.19 4.10 387.20 396.19 4.50
15.75 4.10 4.01 386.68 395.49 4.40
1.5.83 4.01 3.92 386.16 394.79 4.31
15.92 3.92 3.83 385.64 394.09 4.2'
16.00 3.83 3.74 385.13 393.39 4.13
16.08 3.74 3.66 384.61 392.70 4.04
16.17 3.66 3.59 384.11 392.02 3.96
16.25 3.59 3.54 381.62 391.36 3.87
16.33 3.54 3.49 383.17 390.76 3.79
16.42 3.49 3.46 382.76 390.21 3.72
16.50 3.46 3.42 382.40 389.71 3.66
16.58 3.42 3.39 382.08 389.28 3.60
16.67 3.39 3.36 381.79 388.89 3.55
16.75 3.36 3.37 381.53 388.54 3.50
16.83 3.33 3.29 361.29 388.21 3.46
16.92 3.29 3.26 381.06 387.91 3.42
17 . 00 3.26 3.23 380.85 387.62 3.39
qo

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
17.08 3.23 3.0) 380.64 87.34 3.35
17.17 _ . 2(-) 3.17 380.44 387.07 3.31
17.25 3.17 3.13 380.24 386.80 3.28
17.33 3.13 ._ . 1ii 380.05 386.54 3.25
17.42 3.10 3.07 379.86 386.28 3.21
17.50 3.07 3.04 3 79.67 3B6.03 3.18
17.58 3.04 3. 01. 379.48 385.78 3.15
17.67 0.01 2.97 379.30 385.52 3.11
17.75 2.97 2.94 179.11. 385.27 1.08
17.83 2.94 2.91 578.92 385.02 3.05
17.92 2.91 2.88 378.74 384.77 3.02
18.00 2.88 2.84 378.55 384.52 2.99
18.08 2.84 2.81 378.37 384.28 2.95
18.17 2.81 2.78 378 . 19 384.01 2.92
1.8.25 2.78 2.75. 378.00 383.78 2.89
18.33 2.75 2.72 377.82 383.53 2.86
18.42 2.72 2.68 377. 6-: 38...28 2.82
18.50 2.68 2.65 577.45 383.03 2.79
18.58 2.65 2.62 377.27 382.79 2.76
18.67 2.62 2.59 377.08 382.54 2.73
18.75 2.59 2.56 376.90 382.29 2.70
18.83 2.56 2.52 376.71 382.04 2.66
18.9' 2.52 2.49 376.53 381.79 2.63
19.00 2.49 2.46 376.35 381.54 2.60
19.08 2.46 2.4-!; 376 . 16 381.30 2.57
19.17 2.43 2.40 375.98 381.05 2.54
1.9.25 2.40 2.36 375.79 380.80 2.50
19.33 2.36 2.3:-% 375.61 380 . 55 2.47
1.9.42 2 . 3 3 2.30 375.4-3 380.30 2.44
19.50 2.3(-) 2.27 375.24 380.06 2.41
19.58 2.27 2.2' >` .05 379.81 2.38
19.67 2.23 2.20 374.84 379.56 2.36
19.75 2.2(.) 2.17 374.6('') 379.28 2.34
19.83 2.17 2.14 374.35 378.97 2.31
19.92 2.14 2.11 374.07 378.65 2.29
20.00 2.11 2.07 373.79 078.32 2.26
20.08 2.07 2.05 373.50 377.97 2.24
20.17 2.05 2.02 373.19 377.62 2.21
20.25 2.02 2.01 372.90 377.27 2.18
20.33 2.01 2.00 372.61 376.93 2.16
20.42 2.00 1.99 372.35 376.62 2.14
20.50 1.99 1.98 372.10 376.33 2.11
aI

11

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
20.58 1.98 1. 9 7 :'71.88 376.0-
2(-.).67 1.97 1.97 ?71.68 75 . 83 2. 08
5 1.97 1.96 =7.1.5() 375.6 2.C.6
20 .03 1.96 1.95 .';71.34 75.4_ 2.05
y?.92 1.95 1.95 "71.19 375.25
1.95 1.94 71.t?5 375.09
21 . 08 1.94 1 . 9:=Y .--7(-).92 3774.94 2. 0 1
21.17 1. 9a. 1 . 9 .!; 370.81 374. E3('-') 2.00
2'1..'x'5 1.93 1.. 92? 370.69 374.67 1.99
21..3 1.92 1.92 37(). 59 374.54 1.98
21.42 1.92 1.91 37(--).49 374.43 1.97
21.50 1.91 1.90 370.39 374.31 1.96
2.1.58 1.9(--) 1. 90 .370.30 374.2 i 1.95
21.67 1 .90 1.89 370.21 374. 1 C-> 1.94
21.75 1.89 1.88 . 7(-) . 12' 374.(-)(") 1.94
21. 83. 1.88 1.88 ',7c i . C) 4 3'7 .. 90 1 . 93-
21.92 1.88 1.87 369.96 '37:.' . 8c i 1.92
2.2. C )c--) 1.87 1.86 369.87 373.70 1.91
22.(--)B 1.86 1.86 ---',69.79 373.61 1.91
22.1.7 1.86 1.85 369.72 373.5' 1.90
2. 5 1.85 1.84 369.64 373.43 1.89
22*1. _ 3 1.84 1.84 7--;69.56 7;7 73 . 34 1.89
22.42 1.84 1. 8:= : 369.49 3777 .25 1.88
22.50 1.83 1.83 369.41 373.16 1.87
58 1.83 1.82 369.34 373. ?>7 1.87
22.67 1.82 1.81 369.26 372.98 1.86
2'x"".75 1.31 1.81 :369.19 372.89 1.85
22. 8-3 1.81 1.. 8U 369.11 372.81 1.85
22.92 1.80 1.79 369.04 372.72 1.84
1.79 1.79 :68.97 372.64 1 .83
23.Oa 1.79 1.78 368.90 372.55 1.8--
17 . 1.78 1.77 368.82 372.46 1.82
2:3.25 1.77 1.7'7 368.75 372.38 1.81
3 1.77 1.76 368.68 372.29 1.81
2".42 1.76 1.75 368.61 372.21 1.80
'.3.5(? 1.75 1.75 =:68.53 372.12 1.79
2'.'].' . 58 1.75 1.74 368.46 := 72 . C)4 1.79
23. 67 1.74 1.74 368 . _39 .371 .95 1.78
2':. 75 1.74 1 . 7:*-r, 368.32 371.87 1.77
2 =:; . 8 1.73 1.72 368.24 _ 71 . 78 1.77
2'- . 92 1 .72? 1.72 368.1.7 371 . 70 1.76
24.(-)(-.) 1.72 1.57 368. 10 371.61 1.76

93
HYDROGRAPH DISCHARGE TABLE Cont'd
TIME INFLOW (i) INFLOW (j)
hrs cfs cfs
24.08 1.57 1.28
24.17 1.28 0.85
24.5 0.85 0.51
24.33 0.51 0.26
24.42 0.26 0.08
24.50 0.08 0.001
24.58 0.00 0.00
24.67 0.0(") 0.0(_1
24.75 01.00 0.00
24.83 0.00 0.0(::)
24.92 i.00 0.0O
25.00 0.00 0.00
25.08 01. 00 0. 00
25.17 0.0(_) 0.0O
25.25 0.00 0. 0(1.
25.33 0. 00 0. 00
25„42 0. 00 0, 00
25.50 0.01(1 0.0ii
25.58
25.67 0. 0(.*) 0. 0()
25.75 0.(_)(_) 0.0f
25.83 ( 7.0 („) 0.0 (. )
25.92 0.00 0.00
26.00 0. 0(1 11.0(,)
26.08 0.00 0.00
26.17 0,00 0.(i(1
2:6.25 l.00 0.0()
26.33 0.(;0 0.0(i
Mamimum outflow (cfs) - 75.19
Mam i_m(_(m storage (cu ft) = 152039
Mamimum elevation (ft) = 93.95
2S/dt-O (i)
cfs
367.91
367.38
=66.32
•364.77
362.94
361.04
359.20
357.57
356.19
355.02
54.0-'
35=.18
35.47
351.B6
351.29
50. 7-%
35().16
349. 6Ci
349. ii
:x,48.47
347.90
347.34
346.78
=46.22
45).65
345.09
344. 5::.
343.97
2S/dt+O (j) OUTFLOW
cfs cfs
71.39 1.74
370.76 1.69
369.51 1.6(*-')
367.68 1.46
365.53 1.29
363.28 1.12
361.12 0.96
359.20 0.81.
=57.57 0.69
356.19 0.59
355.02 0.5()
354.03 0.42
353.18 0.36)
352.47 0.3(.)
151.86 0.28
351.29 0.28
350.73 0.28
350.16 0.26
x;49.60 0.28
349.0 0.28
348.47 0.28
347.90 01.28
347.34 0.28
346.78 0.28
346.22 0.28
345.65 0.28
x;45.09 0.28
344.53 0.28

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CHKD./BY--_--
--------------- --DATE_-------_
----------------- ---------------------------------------------------
--------------------------------------------------- JOB NC
-----------------
O 001 Le T fzo r GT l oN ??PPEtJ? 1 K 1? l
-ro -rA L Q = 7:. Z o-4 (loo YR Gl orJ)
RIPE(s) = -rwi J 3o"RGp '''IFES
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SA/DA - 85% TSS REMOVAL WITH 30' VEGETATIVE FILTER
IMPER.% 3.OFT 3.5FT 4.OFT 4.5FT 5.OFT 5.5FT 6.OFT 6.5FT 7.OFT 7.5FT
10% .9 .8 .7 .6 .5
200 1.7 1.3 1.2 1.1 1.0 .9 .8 .7 .6 .5
300 2.5 2.2 1.9 1.8 1.6 1.5 1.3 1.2 1.0 .9
400 3.4 3.0 2.6 2.4 2.1 1.9 1.6 1.4 1.1 1.0
500 4.2 3.7 3.3 3.0 2.7 2.4 2.1 1.8 1.5 1.3
60% 5.0 4.5 3.8 3.5 3.2 2.9 2.6 2.3 2.0 1.6
70% 6.0 5.2 4.5 4.1 3.7 3.1 2.9 2.5 2.1 1.8
80% 6.8 6.0 5.2 4.7 4.2 3.7 3.2 2.7 2.2 2.0
90% 7.5 6.5 5.8 5.3 4.8 4.3 3.8 3.3 2.8 1.3
1000 8.2 7.4 6.8 6.2 5.6 5.0 4.4 3.8 3.2 2.6 Char}
CoRRC-Crl

SA/DA - > 90% TSS REMOVAL
FOR WET DETENTION WITHOUT VEGETATIVE FILTER
IMPEB-% 3.OFT 3.5FT 4.OFT 4.5FT 5.OFT 5.5FT 6.OFT 6.5FT 7.OFT 7.5
3 1.0 .8 .7 .6 .5 .4 .3
200 1.8 1.7 1.5 1.4 1.2 .6
30% 3.5 2.5 2.2 1.9 1.1 .8
40% 4.5 4.0 2.8 1.8 1.4 1.1
50% 5.6 5.0 4.3 3. .1 2.7 2.3 1.9 1.5
60% 7.0 6.0 5.3 3.4 2.9 2.4 1.9
70% 8.1 7.0 .5 5.0 4. 3.4 2.9 2.3
80% 9.4 .0 6.4 5.7 5.2 4. 3.4 2.8
90% 9.0 7.9 7.2 6.5 5.9 5.2 4.6 .3
1 0 12.0 10.0 8.8 8.1 7.3 6.6 5.8 5.1 4.3
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x 2. 0
X = 2 , 5-
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BY-------------- DATE--------- SUBJECT---------------------------
C H K D. BY------- DATE--------- ------------------------------------- -------------- SHEET NC
-------------- JOB N S ._?J---- pr- ---
- -
-------------------------------- -------------------------------------
SCS Rainfall Distribution -------------- ----------
A pPEa otx -------
8

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Synthetic Storms
The synthetic storm is an accurate an excellent way to
model your watershed when you want to use a design
storm of lose than 24-hours. It is a storm that is
derived from the National Weather Service data, the
same data that was used to derive the SCS 24-hour
storms.
When WATERSHED MODELING is first installed on your
computer, you should set up the rainfall intensity-
duration data file. See Running WATERSHED MODELING.
Once set up, you can use this to create any design
' storm with any time interval, length and return period
between 2 and 100 years. WATERSHED MODELING uses the
intensity-duration data file to calculate depth incre-
ments over equal intervals of time. From this the
' design storm hyetograph is constructed by placing the
maximum depth increment near the center of the storm
and arranging the other increments in a symmetrical
' form. The required input is only the return period in
years and total storm duration in hours.

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SHEET NC.
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C H K D. BY------- DATE --------- ----------------

-------------------------------- ---------------- -----------------------------------

----------------------------------- Joe NC.
--
------ -----
-
-----
APPEtJDI X 13 COWT.1
1. FILENAME (8 Char or less): RM....... RNi
2. 2-Yr / 5-Min (in) = .46..
3. 2-Yr / 15-Min (in) = i....
4. 2-Yr / 60-Min (in) = 1.75.
5. 100-Yr / 5-Min (in) = .83..
6. 100-Yr / 15-Min (in) = 1.95.
7. 100-Yr / 60-Min (in) = 3.75.
INTERMEDIATE INTENSITY-DURATION VALUES (in/hr)
5-Min 15-Min 30-Min 60-Min
2-Yr 5.52 4.00 2.74 1.75
5-Yr 6.49 4.B6 3.42 2.22
10-Yr 7.21 5.49 3.90 2.55
25-Yr B.2B 6.39 4.59 3.02
50-Yr 9.12 7.10 5.13 3.39
100-Yr 9.96 7.BO 5.66 3.75

RAINFALL INTENSITY-DURATION: I=B/(Tc+D)^E
2-Yr 5-Yr 10-Yr 25-Yr 50-Yr 100-Yr
B 80.7703 118.5954 148.8264 200.3545 242.7231 286.7425
D 15.7500 19.5000 21.5000 24.0000 25.5000 26.7500
E 0.8855 0.9089 0.9240 0.9466 0.9603 0.9717

A?PPt_.ND1 K C
RUNOFF CURVE NUMBERS
For use in SCS Hydrographs, CN
Land Use Description Hydrologic Soil Group
Residential: A B C D
Average lot size
1/8 acre or less 77 85 90 92
1/4 acre 61 75 83 87
1/3 acre 57 72 81 86
1/2 acre 54 70 80 85
1 acre 51 68 79 84
Paved parking lots, roofs 98 98 98 98
Streets and Roads:
paved with curbs 98 98 98 98
gravel 76 85 89 91
dirt 72 82 87 89
Commercial and
business areas 89 92 94 95
Industrial districts 81 88 91 93
Open spaces, lawns, parks:
good condition 39 61 74 80
fair condition 49 69 79 84
Fallow 77 86 91 94
Row crops 72 81 88 91
/ Gv
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(Appendices

1
4
3
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(v
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CL
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a
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0
1 v
1000
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater condition (T. < 0.5 diameter).
8.06.3
3 5 10 20 50 100 200 500
Discharge (ft3/sec)
.- I
C
#':
DEM ID: ACTION ID:
NATIONWIDE PERMIT APPLIED FOR (PROVIDE NATIONWIDE PERMIT #°): 14 8 26
JOINT APPLICATION FORK FOR
NATIONWIDE PERMITS TEAT REQUIRE NOTIFICATION TO CORPS OF ENGINEERS
NATIONWIDE PERMITS TEAT REQUIRE SECTION 401 CERTIFICATION CONCURRENCE
NATIONWIDE PERMITS THAT REQUIRE INDIVIDUAL SECTION 401 CERTIFICATION
WILMINGTON DISTRICT ENGINEER
CORPS OF ENGINEERS
DEPARTMENT OF THE ARMY
P.O. BOX 1890
WILMINGTON, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
WATER QUALITY PLANNING
DIVISION OF ENVIRONMENTAL MANAGEMENT
NC DEPARTMENT OF ENVIRONMENT, HEALTH,
AND NATURAL RESOURCES
P.O. BOX 29535
RALEIGH, NC 27626-0535
ATTN: MR. JOHN DORNEY
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF
ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF
.ENVIRONMENTAL MANAGEMENT. PLEASE PRINT.
1. OWNERS NAME: Mr. Robert D. Gorham, Jr.
2. OWNERS ADDRESS:
The T
3. OWNERS PHONE NUMBER (SEM): 919-443-5383 (WORK):
FAX
919-443-7041
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER: Appian Consulting Engineers, P.A.
P.O. Box 7966
Rock Mount, NC 27804 '
Attn: Mike Stocks 919 972-7703
5.
LOCATION OF PLANNED WORK (ATTACH MAP). COUNTY: Nash
NEAREST TOWN OR CITY: Rocky Mount
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.):
The southwest quadrant of the intersection of US Hwy 301 B Pass
and US Hwy 64, dust nort of Stony Creek.
6. NAME OF CLOSEST STREAM/RIVER: Stony Creek
7. RIVER BASIN: Tar-Pamlico River Basin
8. IS THIS PROJECT LOCATED IN A WATERSHED CLASSIFIED AS TROUT, SA, HQW, ORW,
WS I, OR WS II? YES [ ) NO ( )Q (C NSW)
9. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROPERTY? YES [ ) NO [)Q
IF YES, EXPLAIN.
10. ESTIMATED TOTAL NUMBER OF ACRES OF WATIRS OF THE U.S., INCLUDING
WETLANDS, LOCATED ON PROJECT SITE: A diacent = 4.67 Ac
Non-Adjacent = 4.19 Ac 3/30/92
Total = 8.86 Ac

4?. 4
. g ,V
-2-
11. NUMBER OF ACRES OF WATERS OF THE U.S., INCLUDING WETLANDS, IMPACTED BY
THE PROPOSED PROJECT:
FILLED:
DRAINED:
FLOODED:
EXCAVATED:
TOTAL IMPACTED:
(SEE ATTACHED)
12. DESCRIPTION OF PROPOSED WORK (ATTACH PLANS): To Develop a 15 to 20 acre
i r lex with one large anchor store -with pproximateTy
SF exceedina 100.000 SF, with Min. Parkina 700 arks
13. PURPOSE OF PROPOSED WORK: To provide a 100,000 SF user A possible
site located at the most frequently use intersection in oc y mount.
high water quality standard, maybe even better than the nature state.-
IS. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) REGARDING THE PRESENCE
OR ANY FEDERALLY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED
SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THAT MAY BE AFFECTED BY THE
PROPOSED PROJECT. HAVE YOU DONE SO? YES (Xj NO ( j
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
14. STATE REASONS WHY THE APPLICANT BELIEVES THAT THIS ACTIVITY MUST BE
CARRIED OUT IN WETLANDS. ALSO, NOTE MEASURES TAKEN TO MINIMIZE WETLAND
IMPACTS. The g1ragin-ratad user needs apl2rox.- 700 arks and hi h visibilit from US 301 ani
tj_q 64. Spye?ral sketches have been drawn and all include a wet an m act. It is oL
belief that from a SWM point of view the proposed SW Facility wi sti maintain a
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH
MAY BE AFFECTED BY THE PROPOSED PROJECT?
HAVE YOU DONE SO? YES [X] NO ( j `
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. ADDITIONAL INFORMATION REQUIRED BY DEN: (Site visited by DEM, June 16 1992)
A. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, AND LAKES ON
THE PROPERTY. Attached
B. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY
PROJECT. Attached
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. (Map approved by CO E)
D. IF A STORMWATER MANAGEMENT PLAN IS REQUIRED FOR THIS PROJECT, ATTACH
COPY. Yes, copy is attached.
E. WHAT IS LAND USE OF SURROUNDING PROPERTY? Commercial
F. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
City Sewer
OWNER'S SIGNATURE DATE
t 40
The following is a breakdown of the total number of acres of waters of the US,
including wetlands, impacted by the proposed Village Green project site.
Total Site Acreage (Upland 8 Wetland) = 27.29 Ac
Pre-Development Post Development
Stony Creek Waters 0.46 Ac 0.46 Ac
Storm Water Management Basin
° Forebay (.25' deep) 0.0 0.17 13"0 Q
° Pond Area (7.5' deep) 0.0 0.59 LLW?A
° Pond Area (1.17' deep) 0.0 0.04
Adjacent Wetlands 4.21 4.21
Non-Adjacent Wetlands
Ditched Wetlands 0.28 \,? sa 0.02
° Hawthorn Forest 3.91 ) 0.0 \
Total Waters and Wetlands 8.86 Ac 5.49 Ac
Precent of Waters and Wetlands 32.47% 20.12 %
Total Wetlands to be Filled = 3.37 Ac (3.31 Ac NWP 26)
(0.06 Ac NWP 14) 'PA-A
? ?ate
U
ENT OF T
TAIL ?
tip United States Department of the Interior
o
? a
FISH AND WILDLIFE; SERVICE:
?4RCH 3 Raleigh Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
August 17, 1992
Mr. J. Michael Stocks
Appian Consulting Engineers
P.O. Box 7966
Rocky Mount, North
Dear Mr. Stocks:
Carolina 27804-0966
This is in response to your letter dated June 25, 1992, requesting the U.S.
Fish and Wildlife Service (Service) to provide information on the potential
impacts to Federally-listed species from the proposed Village Green shopping
center, to be located at the intersection of U.S. Highway 64 and U.S. Highway
301 ByPass in Rocky Mount, Nash County, North Carolina. These comments are
provided in accordance with provisions of Section 7 of the Endangered Species
Act of 1973, as amended (16 U.S.C 1531-1543) (Act).
During your August 11, 1992 site visit with biologist Kate Looney of this
office,'it was agreed that the following measures will be implemented to avoid
project-related sediment input into Stony Creek and potential impacts to the
endangered dwarf-wedge mussel (Alasmidonta heterodon): (1) State approved
beat management practices for proper erosion control; (2) construction will
remain outside the FEMA 100 year flood plain; (3) the site will be sloped
away from Stony Creek; and, (4) the stormwater retention and detention pond
will be allowed to drain into the wetlands adjacent to the site and away from
Stony Creek.
Based on implementation of the above measures and our August 11, 1992, site
visit, the Service concurs that the project, as presently proposed, is not
likely to adversely affect any Federally-listed endangered species.
Therefore, the requirements of Section 7 of the Act are fulfilled. However,
obligations under Section 7 of the Act must be reconsidered if: (1) new
information reveals impacts of this identified action that may affect listed
species or critical habitat in a manner not previously considered; (2) this
action is subsequently modified in a manner which was not considered in this
review; or, (3) a new species is listed or critical habitat determined that
may be affected by the identified action.
We appreciate the opportunity to provide these comments during the early
stages of the project. If you have any questions, please contact Ms. Looney.
Sincerely,
Tom Augspurger
Acting Supervisor

a,C ? ,3
=q Received v
Due
North Carolina Department of Cultural Resources
James G. Martin, Governor
Patric Dorsey, Secretary
Additional information is needed (maps,
photographs, other).
No comment.
Signed
Date /

Division of Archives and History
William S. Price, Jr., Director
NATIONWIDE 404 PERMIT REVIEW
APPLICANT:
Appian Consulting Engineers
PO Box 7966
Rocky Mount NC 27804
Attn: Mike Stocks
Project Location: NASH COUNTY/Rocky Mount
Proposed Project: Shopping Center
® vow
We have received the application for the above project from the
applicant/Division of Environmental Management (circle one) and our
comments are noted below.
cc: Wayne Wright, ACOE (if info requested)
7
7/02
109 EastJones Street 0 Raleigh, North Carolina 27601-2807
RECEIVE J J L 1 1992