20110359 Ver 1_Stormwater Study_20110826

H-03S9
STORMWATER STUDY
Village Point Phase 2 Infrastructure
Tract 4 - Pond A
Village of Clemmons
Forsyth County, N.C.
Project # 10-122
D ?^
2 F v
Owner: sir
Novant Health, Inc.
1980 South Hawthorne Road, Suite 200
Winston-Salem, NC 27103
Contact: Nick Eller
[phone]
Study By:
0 2
y
Stimmel 601 N. Trade Street
Suite 200
Winston Salem, NC
Landscape Architecture 27101-2916
Civil Engineering
P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069
Village Point Phase 2 Infrastructure
Village of Clemmons, NC
INTRODUCTION
The Village Point Phase 2 Infrastructure project consist of constructing Village Point Drive
with utilities from the southern boundary of the WS/FC School site to the roundabout
intersection at Harper Road, widening Harper Road, and a stormwater management
pond on Tract 4. The proposed stormwater pond on Tract 4 will manage the stormwater
runoff from Tract 3, 4 and Village Point Drive. We have named the proposed pond Tract
4 Pond A.
The existing site was previously wooded with some open fields.
HAZARD CLASSIFICATION
A hazard classification was submitted to the NCDENR State Dam Safety Office
recommending the proposed dam to be a low hazard dam based on impoundment
volume and height of dam. NCDENR concurred by letter dated April 15, 2011 and both
the classification request and concurrence by NCDENR is included in this report.
DRAINAGE BASIN
The drainage basin consists of existing woods, a portion of Harper Road, and single
family residences. The drainage basin drains to the east through an existing 7 foot by 7
foot culvert under 1-40. This culvert runs under 140 and discharges into Brook Lake.
The total drainage area for the 7 foot by 7 foot culvert under 1-40 is 340.64 acres. The
drainage basin in this study totals 32.08 aces. Therefore the 10% point occurs just
upstream of the 1-40 culvert. We propose no additional improvements downstream of the
pond considering the post-developed runoff rates are less than the predeveloped rates,
the 25-year volume is controlled and released over a period of 2-5 days, and the
downstream receiving channel is a well-defined drainage feature.
SOILS AND CURVE NUMBER
Soils information was obtained from the City of Winston Salem GIS website. The City
references the U. S. Department of Agriculture, Natural Resources Conservation Service
dated 2-16-2001 as the source.
Predeveloped and Post-developed curve numbers were calculated for each drainage
basin based on the SCS curve numbers.
TIME OF CONCENTRATION
Several methods are available and are widely accepted for estimating time of
concentration (SCS Lag (", Kirpich (", and TR-55 Methods (3)). This study will use the
Kirpich equation. The Kirpich equation was developed from data obtained in seven rural
watersheds in Tennessee. The watersheds had well-defined channels and steep slopes
of 0.03 to 0.1 ft/ft (3 to 10%) and areas of 1 to 112 acres. It is used widely in urban areas
for both overland flow and channel flow; and it is used for agricultural watersheds up to
200 acres.
PRECIPITATION
Precipitation data for the study was taken from NOAA ATLAS 14, Volume 2. NOAA Atlas
14 Volume 2 contains precipitation frequency estimates for Delaware, District of
Columbia, Illinois, Indiana, Kentucky, Maryland, New Jersey, North Carolina, Ohio,
Pennsylvania, South Carolina, Tennessee, Virginia, and West Virginia. These areas were
addressed together in a single project focused on the Ohio River basin and surrounding
states. The Atlas supercedes precipitation frequency estimates contained in Technical
Paper No. 40 "Rainfall frequency atlas of the United States for durations from 30 minutes
to 24 hours and return periods from 1 to 100 years" (Hershfield, 1961), NWS HYDRO-35
"Five- to 60-minute precipitation frequency for the eastern and central United States"
(Frederick et al., 1977) and Technical Paper No. 49 "Two- to ten-day precipitation for
return periods of 2 to 100 years in the contiguous United States" (Miller et al., 1964).
NOAA ATLAS 14, Volume 2 is based on more recent and extended data sets, currently
accepted statistical approaches, and improved spatial interpolation and mapping
techniques. The work was performed by the Hydrometeorological Design Studies Center
within the Office of Hydrologic Development of the National Oceanic and Atmospheric
Administration's National Weather Service. Precipitation depths used in the study are as
follows:
Precipitation P - NOAA Atlas 14 Volume 2 6-Hour
2-Year 10-Year 25-Year 50-Year 100-Year
2.15in. 3.35in. 3.99in. 4.48in. 4.97in.
"See the precipitation section in this report for documentation
Precipitation P) - Technical Paper No. 40 24-Hour
1-Year 3.Oin.
HYDROGRAPHS
Hydraflow Hydrographs by Intelisolve(4) computer software was used to automate the
hydrograph and routing procedure. Hydraflow Hydrographs uses the Unit Hydrograph
Method for calculating runoff hydrographs. More specifically, it uses the triangular D-hour
Unit Hydrograph approach as used in TR-20 (5). Hydrographs were calculated based on
a peaking (shape) factor of 484.
ROUTINGS
Storm hydrograph routing through was performed by Stimmel Associates using the
Storage Indication Method as outlined in NEH-0).
DESIGN PARAMETERS
Quality Control - The water quality device shall meet the following:
• Remove 85% of the total suspended solids (TSS) in
accordance with the NCDENR - Stormwater Best
Management Practices Manual.
• Control and treat runoff from the first one inch of rain.
• Discharge the storage volume at a rate equal to or less than
the predevelopment discharge rate for the one-year, 24-
hour storm.
• Draw down the treatment volume no faster than forty-eight
(48) hours, but no slower than one hundred twenty (120)
hours.
Quantity Control - Post-development peak discharge rates in the two-year, ten-
year, and 25-year storm events shall be controlled so as not to
exceed pre-development peak discharge rates for the same
storm events.
Volume Control - A stormwater runoff volume equal to the difference between the
pre- and post-development volume for the 25-year event, six-
hour duration, shall be detained on site so that the detention
basin(s), or other appropriate stormwater Best Management
Practice(s) (BMP), releases detained stormwater in a period of at
least forty-eight (48) hours (two (2) days) and no longer than one
hundred twenty (120) hours (five (5) days).
POND DESIGN
The stormwater pond will be an earth homogenous compacted fill type embankment with
a cutoff trench and chimney drain to protect against seepage. The upstream and
downstream embankment slope is 3:1. The normal pool of the pond will be 4.5-feet in
depth not including the permanent sediment storage.
The new riser / barrel structure will serve as the primary spillway. The riser is a pre-cast
concrete structure with steps on the inside and outside for maintenance access. At the
top of the riser is a trash rack fabricated from aluminum bar stock with an anti-vortex
plate. The riser design includes a pipe stub at the bottom with a gate valve so that the
pond can be drained if necessary. The outlet barrel is ductile iron pipe with push on
joints suitable for pressure applications. A vertical chimney seepage drain is provided to
protect the embankment from both seepage through the dam and differential settlement
that may occur due to the plastic soils. The diaphragm drainage medium is NCDOT 2S
sand with a 4 inch #10 screen PVC pipes along each side of the barrel. The seepage
pipes daylight to grade onto concrete pads with a rodent guard.
The riser has a drawdown pipe to manage the difference in volume between the
predeveloped and post-developed runoff volumes for a 25-year storm event and to draw
down the runoff volume resulting from a 1-inch rainfall, both are released over a period
between 2-5 days and not greater than the 1-year 24 hour storm peak runoff rate.
The riser was analyzed as weir flow and the barrel was analyzed as both inlet and outlet
control to determine which governs. When riser and barrel flows are determined they are
then compared to determine which component of the structure controls the total outflow.
The risers are sized such that outflow is controlled by the barrel very early in the routing
process under low weir head conditions.
The pond is equipped with a bottom drain and gate valve, sized to drain the pond within
24 hours if necessary.
The pond has an emergency spillway but the 100-year peak water elevation is below its
invert. However, the spillway was sized as if the riser was 50% block and 50% of the
flow would exit the pond through the emergency spillway.
SUMMARY OF CALCULATIONS
Hydrology and Hydraulic Summary
The predeveloped runoff rates were compared to the post-developed runoff rates at the
Study Point. The post-developed runoff rates are less than the predeveloped runoff
rates. See Table 1.
The 25-year volume retained onsite exceeds the minimum required and is released within
2 to 5 days at a rate less than the 1-year 24-hour runoff rate. See Table 2 and Table 3.
Watershed Summary
The pond is designed in accordance with the NCDENR - Stormwater Best Management
Practices Manual and is designed for 90% TSS removal. A vegetative shelf around the
inside perimeter of the pond is provided. The required surface area of the pond and
temporary water quality treatment volume exceed the minimum requirements. The
temporary water quality volume drawdown rate is between 2-5 days. See Table 3, 4, and
5 for a summary of the results.
In the Reservoir Report for the pond, under Culvert 1 Orifice Structures - [A] is the
barrel, [B] is the drawdown pipe; Weir Structures - [A] is the top of the riser, [B] is the
emergency spillway.
Table 1 - Pre/Post Com arison at the Stud Point
2-Yr 10-Yr Runoff 25-Yr 100-Yr
Runoff Rate Runoff Rate Runoff Rate
Rate
cfs cfs cfs cfs
Total Predeveloped 2.13 15.07 24.48 40.93
Runoff Rates
Total Post-developed 1.02 4.30 10.41 20.56
Runoff Rates
See the hydrographs section for supporting information.
Table 2 - 25-Year Volume Calculation (6-Hour
25-Yr 25-Yr Post- Required Volume
Predeveloped developed Volume Provided
Tract Hyd. Volume Hyd. Volume
cf cf cf cf
Site Area 116,945 364,477 247,532 263,113*
* 491,004cf - 227,891 cf = 263,113cf
See the Quantity Control Calculation section for supporting information.
Table 3 - Drawd own Volume Peak Dischar a Rate

Tract Drawdown
Time
Days Predeveloped
1-Yr 24 Hour Runoff Rate
cfs Drawdown Peak
Discharge Rate
cfs
1-inch 2.88 18.83 0.80
25-Year 4.69 18.83 1.41
See the Water Quality Control Calculation section for supporting information.
Table 4 - Water Quality Summa
Avg Max. Imp.
TSS Normal SA/DA Proposed % per
Desc. Removal Pool Depth Ratio Imp. Pond
Depth Controlled Desi n
Tract 4 - 90% 4.5 Ft 1-inch 3.50% 79.55% 80.00%
Pond A
See the Water Quality Control Calculation section for supporting information.
Tab le 5 - Water Quality Summa
Surface Surface TWQ TWQ
Desc Normal Area Area Volume Volume
. Pool Elev. Required Provided Required Provided
Tract 4 - 764.00 48,909 sf 50,779 sf 89,667 cf 192,510 cf
Pond A
Table 6 - Built Upon Area BUA Summa
Maximum
B.U.A
Desc. Tract 3 Tract 4 Roadways Offsite
Residential Allowed by
the Pond
Design
Tract 4 - 413 Ac.*
7 14.497 Ac.** 3.61 Ac.*** 0 Ac. 25.52 ac.
Pond A .
* Tract 3 Total Area times 70% B.U.A. (10.59 * 0.70 = 7.413 ac.)
** Tract 4 area that drains to Pond A times 70 % B.U.A (20.71 * 0.70 = 14.497 ac.)
*** Impervious area of roadways within right-of-way. Village Point Drive and Harper Road
REFERENCES
(1) SCS, 1972 - (Soil Conservation Service).
(2) Z. P. Kirpich, 1940.
(3) Technical Release No. 55, USDA Soil Conservation Service, December 1993
(4) Hydrowflow Hydrographs Version 2007 (9.24), Intelisolve Software
(5) TR-20: Computer Program Manual 1992
(6) National Engineering Handbook Section 4-Hydrology, USDA Soil Conservation Service,
1972
(7) Technical Paper No. 40 - Rainfall Frequency Atlas of the Unites States for Durations
from 30 Minutes to 24 Hours and Return Periods from 1 To 100 Years, U. S. Department
of Commence, May 1961
HAZARD CLASSIFICATION
601 N. Trade Street date: 212812011 job #: 10-122
sapa Suite 200
Winston Salem, NC project: Village Point
} 27101-2916 Tract 4 Pond A
:i.='3?-•,?. Landscape Architecture
Civil Engineering P: 336.723.1067
Stimmel Associates, PA Land Planning F: 336.723.1069
letter of transmittal
attn: Tami Idol via Email
to: NCDENR
Land Quality Section
Dam Safety Program
sent via: Attached
Under Separate Cover
I U.S. Mail i By Hand
I Over Night Service 1 For Pick-Up
Fax #
# of pages total = 4
We are sending you the following items:
Prints i Calculations I Base Drawings
'l Reproducibles i? Information i Correspondence
I Originals Specifications f Change Order/ Addendum
I Diskette / CD
1 Email with Attachments
f
copies sheet dated description
1 2 212812011 Hazard Classification Forms
1 1 212812011 Copy of Quad Map

remarks, comments, & details:
Tami,
Attached is a hazard classification request in Forsyth County. Let me know if you need hard
copies. I copied Matt Gantt to expedite the review. If you have any questions please call. Thanks.
If noted enclosures are not received, please notify us.
copies to: Mr. Nick Eller- Novant by: Kelway L. Howard III, P.E.
Mr. Matthew Gantt - WS Region
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
DAM SAFETY PROGRAM
Data Needed to Determine if a Dam is
Governed by the Dam Safety Law of 1967 (as amended)
If it is your desire to have the Land Quality Section's Dam Safety Program Staff determine
if your dam is governed by the Dam Safety Law of 1967 (as amended) (General Statute
143 - 215.23 - 37), please complete this form as return to:
Tami Idol, E.I.
Asst. State Dam Safety Engineer
North Carolina Department of Environment and Natural Resources
Division of Land Resources
Land Quality Section
1612 Mail Service Center
Raleigh, NC 27699 - 1612
1. Name of Owner: Novant Health, Inc. - Atten: Mr. Nick Eller
Address: 1980 South Hawthorne_ Road, Suite 200
City: Winston Salem State NC Zip 27103
Telephone:_ [phone]
Dam Name: Village Point - Tract 4 Pond A
2. County in Which _Dam is Located: Forsyth _
Brief Description of Location: Clemmons, NC between 1-40 and Harper Road
Name of Stream: Johnson Creek Tributary_ Nearest State Road Number S( R#): SR 1101 (Harper Road)
3. Drainage Area in Acres: _ 28.64 Acres
4. Impoundment Area at Normal Pool in Acres: 1.05 Acres
5. Impoundment Area at Top of Dam in Acres _ 1.56 Acres
5. Depth of Water at Normal Pool in Feet: 5.50 Feet
7. De tp h of Water at Top of Dam in Feet. 12.50 Feet
HAZARD CLASWFICATIO'N DAT,"'\ FORM FOR DAMS
OWNER'S NAME: Novant Health, Inc. - Atten: Mr. Nick Eller
DAM NAME: Village Point - Tract 4 Pond A COUN fY: Forsfth -?? NUMBER:
RIVER! STREAM: Johnson Creek Tributary CIUADRANGLE Clem mons __.- -
DAM HEIGHT. 10 Feet +;- SURFACE AREA (ACRES): 1.56 STORAGE CAPACITY (ACRE FT: 14 Ac•Ft.
PRIMARY DOWNS I'REAM LAND USE:
X WCOOLAND AGRICULTURAL RESIDENTIAL INCUSIRIAL1COM"dERCIAL
DOWNSTREAM IMPROVEMENTS:
DWELLINGS RUILD,NGS X ROADS UTILITIES
TYPE
IMPROVEMENT DISTANCE
COWN
STREAM FLCODPLAIN
%1VICT1i CHANNEL..
SLOPE. EL.EVAncN
ABOVE
FLOOCPLAIN BREACH
WAVE.
HEIGHT CULVERT/
BRIDGE
DIMENSIONS TRAFFIC
COUNT SIGI-IT
DISTANCE
1-40 350 FT 200 FT +;- 1-00% 20 FT Unknown TxT Box HIGH 500 Ft +I-

Describe ootential for toss of life and structural or environmental damage to existing,_or.potontial future downstream improvements:
The proposed dam (Tract 4 Pond A) is a stormwater management pond for a proposed development. The dam is an
earthen embankment. The dam is located between 1-40 and Harper Road in Clemmons, NC, see attached map. 1-40
Interstate is downstream afthis dam and has a 7517' box culvert. The roadwayis approAmately 30-feet above the invert of
the culvert. The dam embankmentis approximately 16-feetin height.
Assuming a sunny daybreach and the existing 7'x7' box culoertis fully clogged with debris, the 1-40 embankmentcan
impound the entire volume of the proposed pond while providing 17 feet of freeboard to the 1-40 raodway elevation.
The dam height and storage capacity both exceed 15 feetand 10 acre-feet, respectivily. Based on the above, I
recommend the dam be classified as a Low Hazard Dam.
RECOMMENDED HAZARD CLASSIFICATION.
X LOW
BY Kelway L. Howard 111, P E.
TITLE. Project Engineer
DATE, 2/2812011
CONCURRED BY.
INTERMEDIATE HIGH
PE SEAL
T! "LE DATE:
080' 24 010 00" IN 030' 23' J0 00" W ON' 23 00 OT 11\1
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North
RUM
Carolina Department of Environment and Natural Resources
Division of Land Resources
James D. Simons, PG, PE
Director and State Geologist
April 15, 2011
Land Quality Section
Novant Health, Inc
Attn: Mr. Nick Eller
1980 South Hawthorne Road, Suite 200
Winston-Salem, North Carolina 27103
RE: Village Point - Tract 4 Pond A Dam
Forsyth County
State Dam ID: N/A
Dear Mr. Eller:
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
The information received in this office electronically on February 28, 2011 regarding the
proposed Village Point - Tract 4 Pond A Dam has been reviewed. On March 9, 2011, Land
Quality Section personnel from the Winston-Salem Regional Office conducted an inspection of
the dam site and downstream areas.
Based on the above-referenced information and site inspection, our office has determined that a
low hazard potential classification is presently warranted and the dam has a height of fifteen feet
or more from the downstream toe to the crest and impounds ten acre-feet or more to the crest of
the dam. This being the case, the dam must be regulated by the Dam Safety Program under the
Dam Safety Law of 1967 and the North Carolina Administrative Code 15A-2K.
Prior to beginning construction on the proposed clam, plans and specifications, along with the
data and calculations necessary to develop them must be prepared by a North Carolina registered
engineer and submitted to the State Dam Safety Engineer for review and approval. An initial
application fee of $200.00 must be included. On issuance of approval, construction may begin
under the supervision of an engineer.
The Army Corps of Engineers and the Water Quality Section of this Department should be
contacted to determine if additional permits are required. Also, the erosion and sediment control
program having jurisdiction should be contacted to determine permit requirements. In any case,
sediment must be prevented from entering the waters of the state or flowing onto neighboring
property.
1612 Mail Service Center, Raleigh, North Carolina 27699-1612 • Telephone [phone] I FAX: [phone]
r4 l) ni,,.+ti 0i-M D,Ioinh KInrih Mrnlinn WArid . Intornat•httn•llwww rilr am stata nr. ils(nanasllandnlialitvsartinn html
Mr. Eller Village Point - Tract 4 Pond A Dam
Low Hazard Jurisdictional STATE ID: Not Assigned
April 15, 2011
Page 2 of 2
You may contact me at [phone] if you have questions or if we may be of further
assistance in this matter.
Sincerely,
Tami V. Idol, El
Assistant State Dam Safety Engineer
cc: Mr. Kelway L. Howard, III, PE, Stimmel Associates, PA
Surface Water Protection Supervisor
Mr. Matthew E. Gantt, PE, Winston-Salem Land Quality Regional Engineer
Winston-Salem Water Quality Regional Supervisor
Filename: FORSY-_-20110415_JD_Vi11age Point Tract 4 Pond A Dam.doc
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0.? 1 0.31 1..43 1.46 1.07 20 2.36 2-36 ; 3.42 4.14 4.76 :9.29 5.92 6-b`. 3.74 40.57 13-04 15.35
1'D 4.57 0.90 1.14 1.rn6 %.I? Z.y?e 2.75 1J.35 4.03 4.37 ?.?, ?-l6 6.34 /.6"' ?G4 II.%4 14.43 1.39
?' OE]E61 OC
25 M- 170 1.27 1.38 2.50 3.02 3.26 3.99 4.33 5.+33 6S9 7.29 3.03 3.3" 11.47 !3-'3(1 16.21 13.72
50 0.67 1.077E] 2.03 2.75 3.35 ?3 14.45 3.45 6.37 7.17 3.13 3:94• 9.3" 1 12•x3 14•.54 117.461120-02
1,00 0.7 I 1.13 1.42 2.17 2 99 3.68 -01 4.97 6.09 ELI . 13 9-04 9.36 i 0.''S 13.79 13.c6 13.66 21 26
-255-16774 1.17 1.-13 2.30 3.22 4-0i 4.38 5.47 6.76 8. i3 9.00^ 9.95 10 .81 i 7.73 1 10 !
0.77 1.22 1.?4 2.45 3.5l 4-44 4.38 .16 7.65 9.22 10. i 11.20 1.. i0 iJ.O' 16-x, 18.2 21.39 _yC-9 i
1000 0.30 L25 1.37 2.55 3.72 4.76 5.26 .68 8.40 10.10 i 1.00 12.18 13.1 t 14.11.3 17.73 19.33 22.54 C
These precipitation 4equencp zslimaa?s are based on an annual ma lpa serifs AEP is the Annual E.°ceadancr Probability.
::ease refer to 'LlQA L 1ttas bL CcCccument fa• mere information. NOTE: Famatlnlg f01003 as6 inatss near zero to appear as zero.
:t Upper bound of the 90% confidence 2aileTY21
1Prao I
nmlo4atti?lmm IFrenuency EAmmales (Inches)
t 5 10 15 30 60 120 3 6 112 24 48 4 7 10 20 J® 45
w da da•t da day dal day
?n" ?uu?
anitt min min min min min qtr hr 6r lnlr 1e1r da, Yjj
' dr
22I000?00?000000 7.36 9.00 11.24 13.36
0.44 0.71 0.89 1.23 1.?4 1.80 i-9? 2.?? 2.80 3.36 y.88 4.3., 4.91 ?...
5 0.55 0.88 1. l2 1.59 2.03 2.39 257 3.12 3.74 4.48 5.12 5.57 6.33 7.07 9 24 11.08 13.63 16.00
to 0.61 0.98 1.24 1.80 2.34 2.78 299 3.65 4.38 5.26 5.97 6-60 7.31 8.10 10.51 12.41 15.12F7.62
® 0.68 1.09 1.38 204 2.72 3.27 3.53 4.33 5.24 6.30 7.08 7-81 8.59 9-42 12.13 14.05 16.94 19.53
® 0.73 1.16 1.47 2.21 2.99 3.64 3.94 4.86 5.90 7.10 7.93 S.76 9.56 10.;4 1316 1526 18.26 20.90
100 0.77 I.22 1.54 2.36 3?5 ®4.35 5.39 6.59 7.93 8.S0 9.73 10-57 11.46 14.62 16.46 19.55 22.22
17.66 20.82 23 .5(
11
2®0 0.30 1.27 1.61 2.50 3a l 4371F 7 5.94 7.31 S.80 9.70 10.72 11.60 12.31 15.90
10.93 12.10 13.03 13 QS 17.64 19.24 22.49 25.1=
500 0.35 1.34 1.68 2.68 3.84 4.85 5.33 6.70 !:Linn
1000 0.88 1.38 1.73 2.80 4.09 5.22 5.77 7.29 9.10 10.96 11.91 13.19 14.15 15.07 t8.99 20.•15 23.77 26.3•
The upfter bound of dle confidence interval at w% confidence level is the value which 5% of the simulated quanate ialues .Sr a given fn:querct are gmaw than.
_ These piecipiiation frequency estimates are based on an annual maxima series AEP is the Annual Exceedance Probatilirij.
Phase refer to H.0,1_?tlas I dd C-current for more information. NOTE: Formatting crevents estimates near zero to appear as zero.
Laver bound DY the 90% tnn-fadenc- inter121
PQ•Ecipit2li®n Fr° nenc7 Estimates (inches)
5 lD 15 _4 ?D 1',D 3 5 13 2-3 4 ? ltit j ^sD s'D J9 sID
ltuioo min ltoiea rloila anilo min for }or hr br ;nr J. 0Ala; ol.+'; ' da;r day jay I ala;
{
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0.35 0.60 0.75 I.C i i-31 (53 1.64
1 G.07
0 '.7_ 2.0' ?.10 gj] 15 3.33 4.9-3 5.5-'• c.:1.37 12.17 14;
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x'0.5' O.a2 1.15 .7- 12-'-9 ?.75 _S'7 3.61 JJ J.3i6 J.JS' 6. i 3 Yu ?.= I 1Q.791 12 2 I?. ?6 1? 4?
? V ?c :?-GS 1.`a,G I c.02 6.?G ?.5 !• I °o.3G ? I Lo-3 13.71 16.:,1 !':+.1?
I IG.6! IO7 1. 33 1 .off 1 J.04 '?--??-
l..
?Ri_1 ` it.ln?;yv1?1 i??.Lt. -1i. 1•ii_lJ?1J:..._:1.?,J-.'il'1,;:. !:1..'s''.+?•?1;.? T iT... _. U
?? ? .?'??Jv.1 ''Y J.1:'a,??._' __ L'711-1J Z' •J?.+ ,: .+: ? _

j?1?' jlllr i'j J . ?'.i I.?--. ??? '=' i`Ir - ?. )r;??t } ? f? 1. •? ?).r?/ r 1? I ? r, :+ ! ? . it ? ?I?.I - II - ? 'r? j
e !ears sound ar hc. omNdanca;men!el 31 U'S -OnGd=nec eves 5 ita 1Wua rnrcn s.5 ;i tha amulmed juamits dues `cr a even :renr3=nc ;r_. !; Oan
..'E:a 'r?Cifil3lirn ,e7ucnc7 3,limaics 31e :.,__a 3n 3n _onu_I aa.?ma ;Cna5. E?., !he-`.onual Esc -dance ,'rd adii_:.
:1°_? cicf {i?;=?4f1g5 '..+ :;raitt?'! or r.oie'mormaben. mC, _.:urr.8ding irevenls isamaGSS :ear _ero O 3pr-ar as ;cro.
i ?xd pie icn JI 'Obies
25
24
00
21
- L9
1:
s 1'
2 16
m 15
+4
13
L2
m 1!
13
9
0 3
m 7
rL 6
5
4
3
2
1
0
annual MB"i:rra hazed ?•51nt P:•ecioitation F-.^=quency Estimates - ;a, scan:
36.'3336 H 39,339! W 336 r+

2 3 4 5 6 7 8 910 20 30 40 50 80 160 140 200 300 500 700 1000
Annual Exceedance Probability (1-in-Y)
Thu Dec 18 14452:38 2068
Duration
5-min - 43-hr 33-day -
1?3-rain -- :.-i;r -- ?-rl.ay --?-• _
--min -- - -•:gay ?: -•aaa --

or3-m i; 24-hr ?'- d a,-] --El-
n'J., .?'?Jrr.a`a: J._.L ?.•? .1'.. ..L? l?S?, x_51_1 _"? i ??a?'? JyS?="?_....a.?i'_?1!?::..J???:?=3it?L`?i?.JL?L°1.i?Il?t'.=?9 ?.JS? i-1.,, i ?i?9??Lr ??'U

- -i

- - - _ -
- - i +D M .D .D .D A a ,D ?3 l
t 2 L i I I I I
I I 1 1 1 I N C7
7 •D -=0
, •il U •.L 0
(U m ?
t 1 I
:'1 d' IR
I 1
l?
l
? '9 O P ?y
Sl 9 n. '.0 D, .. Dur 3t 11 r U ^? t +D
rnu Dec 13 1=1-32"33 2003
Ann+.a31 E:ccee•jance Probability
C1-in-Y? t in lag -
EDO
-3-
._ `- l it-, BOO
/Hips
^o °w I .i °w loo °w ao °w 30:
J a
r
M
-- _ - 11 Jr,
?Lfra;•.i t'r
.Yat >f Z - -. -
J-50)
1 ,

li IJI _

..?° r -.t''. 1 -

.- I 1 ?JJ t.J i ?-
_ I I•
ayi :1,
;° __? G 3i §in; r„t,';:a'>h:?_:? ?::aclr» is {L? ?f?} coetering this location from TelraSerier: 1JCAGS Aerial Photograph may also be a Bailable
•orl this site... DOQ is a computer-generated image of an aerial photograph in which image displacement caused by terrain relief and camera tilts has been
-moved. It combines the image characteristics of a photograph with the geometric qualities of a map. 111sit the USi_S for more information.
Aiatershed1Siream Flow Information -
ind th.t Ali a _r_shed for this location using the U.S. Environmental Protection Atgency's site.
'Mma:te Data Sources
'recipltation fteguency results are based on data from a variety of sources, but largely MCDC. The,ollowing linla provide general information
bout observing sites in the area, regardless of if their data tvas used in this study. For detailed injbi-mation about the stations used in this study,
,lease refer to V0.L!.4ilas Ir Dpc!mrcni.
!sing the National Climatic data Center's (IICDQ station search engine, locate other climate stations within:
+1-30 minutes ...OR... +1-1 degree` of this location (36.03861-80.3891). Digital ASCII data can be obtained directly from ?NCDC
,lydrometeoralogical Oesigu Studies Canter
30ClN0a.a/National Weather Semite
025 mast-West Highway
'silver Spring, MD :0910
301) M-1669
?uesnons'' HDSC_nu .;it;ns!1t:oa ,_o,:
Liie!aimar
T 1-1.. I ! 3;2 !_I li
ydralow Rainfall Report
17
Hydraflow Hydrographs by Intelisolve v9 24
Return Intensity-Duration-Frequency Equation Coefficients (FHA)
Period
(Yrs)
B
D
E
(N/A)
1 0.0000 0.0000 0.0000 --------
2 38.8943 8.2000 0.7572 --------
3 0.0000 I 0.0000 0.0000 --------
5 49.1292 9.8000 0.7553 -------
10 57.1093 10.7000 0.7573 --------
25 68.6696 11.6000 0.7600 --------
50 78.1106 12.2000 0.7626 --------
100 88.1981 12.8000 0.7663 --
File name: FORSYTH.IDF
Intensity = B / (Tc + D)^E
Thursday. Sep 23, 2010
Return Intensity Values (in/hr)
Period
(Yrs)
5 min
10
15
20
25
30
35
40
45
50
55
60
1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
2 5.51 4.32 3.60 3.10 2.74 2.47 2.25 2.07 1.92 1.79 1.68 1.59
3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
5 6.42 5.15 4.35 3.78 3.36 3.04 2.78 2.57 2.39 2.24 2.10 1.99
10 7.10 5.76 4.89 4.27 3.81 3.45 3.16 2.92 2.72 2.55 2.40 2.27
25 8.12 6.65 5.67 4.98 4.45 4.04 3.71 3.43 120 3.00 2.82 2.67
50 8.92 7.34 6.29 5.53 4.95 4.50 4.13 3.83 3.57 3.35 3.16 2.99
100 9.71 8.03 6.90 6.08 5.45 4.96 4.56 4.22 194 3.70 3.48 130
Tc = time in minutes. Values may exceed 60.
Preci
. file name: Clemmons. c
Rainfall Precipitation Table (in)
Storm
Distribution 1-yr 2-yr 3-yr 5-yr 10-yr 25-yr 50-yr 100-yr

SOS 24-hour
3 00
3 10
0 00
414 i
1 4 87
5 83
6-57
7.34
SOS 5-Hr 0-00 2.15 0-00 2.36 135 3 99 4 48 4 97
Huff-13t 0 00 0 00 0 00 0 00 0.00 1300 0 00 0 00
Huff-2nd 0-00 100 3 11,0 0 00 O OC 0-00 0 00 O 30
Huff-3rd 0 00 0 00 0 00 0.00 0-CO 0-00 0 00 O OC
Hu f-4th 3 00 0130 J-CC 0 00 0-00 0 OC 0 00 3.110
Huff-Indy J-00 0 00 0 110 0.00 0.00 3 00 0 00 0-00
Custom 3130 O 3C 3 JO 0 00 0 00 C JC 0.00 0 00
SOILS AND CURVE NUMBER
Project : Sheet : 1
Project No.. Date : 4/19/2011
Designed by-
Checked by: _
Drainage Area 1 (See Drainage Area Map)
SCS RU NOFF CURVE NUMBERS
PRE-D EVELOPED CONDITIONS
BASIN LAND USE SOIL
NAME HYDROL.
GROUP AREA
(AC.) AREA
( %) CURVE NO
(CN) CN x
AREA
- - = -
- _ - - 25.92% 458
-? = 1 32.04% ? 556

-- 33.32% 713
- - =_ - 8.71% 184

TOTALS 28.93 100.0% 1911
WEIGHTED CN (PRE-DEVELOPED) = 66
POST-DEVELO PED CO NDITION S
BASIN LAND USE SOIL
NAME HYDROL.
GROUP AREA
(AC.) AREA
( % ) CURVE NO
(CN) CN x
AREA
3 ?C ^ ?-3;ai 8.34 26.93% 812
?c - -^a c;: i 3usi ?ss - - '17.7? 55.24% 1666
a--a .,;,/ ; 15.62% 466
2.21% 3 53

TOTALS 32.08 100.0% 2997
WEIGHTED CN (DEVELOPED) = 93
WATER QUALITY CONTROL CALCULATIONS
Project No.:
Designed By:
Checked By:
Date:
Revised:
F WATER QUALITY POND DESIGN I
DESIGN DATA
)n-Site Drainage Area to Pond = _ .
)n-Site Proposed Impervious Area = _ _ ..
?n-Site Future Impervious Area =
otal On-Site Impervious Area = 25.52 acres
otal Project Site Area =
Offsite Drainage Area to Pond =
Offsite Impervious Area =
Offsite Future Impervious Area =
Total Offsite Impervious Area =
Total Watershed Area to Pond =
Graded Area to Pond =
Temporary Sediment Storage Used =
WATER QUALITY DATA
Temporary Sediment Storage
Permanent Sediment Storage = -_
Current Composite Impervious Percentage = 79.55%
Maximum Impervious Percentage = --. =
Permanent Water Quality Pool Depth (3'min.) =-
Surface Area / Drainage Area Ratio = - - ~'
Temporary Water Quality Depth to be Controlled
Elevation at Bottom of Pond = 7 0.
Elevation at Bottom of PSS =
Elevation at Bottom of PWQ = 7 5 =-
Elevation at Bottom of TWQ =
Elevation at Top of 1" Volume = C
Elevation at Top of TWQ = 73 .-
Elevation at Emergency Spillway = -c
Elevation at Top of Dam =
Invert of Barrel = 7 3.c =
WATERSHED INFORMATION
Watershed
Classification
79.55% Drainage Area Impervious Percentage
73.54% Project Area Impervious Percentage

90% TSS
Surface Area = _ '22 S
Surface Area=
Surface Area = 31
=?. 7
Surface Area =Q.77` 7
Surface Area =
Surface Area = 3r .
Elevation at Bottom of Pond = 758.50
Elevation at Bottom of TWQ = 764.00
Surface Area = 35022 Square Feet
Surface Area = 50779 Square Feet
Allow 75% of Basin Volume To Water Quality Orifice =
y? _ V?yl - yJ 'a?
305 West Fourth Street, Suite 1-A Phone [phone]
5timmel Aooociatco, F.A. Winston Salem, NC 27101 Fax [phone]
Elevation at Bottom of PSS = 758.50
Elevation at Middle of PSS = 759.00
Elevation at Bottom of PWQ = 759.50
Surface Area = 35022 Square Feet
Surface Area =
Surface Area = 37225 Square Feet
Volume Provided =
Normal Pool Elevation =
Surface Area Provided =
764.
Rv=
Elevation at Bottom of TWQ = 764.00
Elevation at Top of TWQ = 768.40
0.770 i
(Based on Max Imp.
Surface Area = 50779 Square Feet
Surface Area = 65894 Square Feet
Volume Provided =
(Draw down time calculated using equation 5.3.2 of NCDWQ BMP Manual)
Elevation at Top of Riser (25yr, 6hr volume control)= 768.40
Elevation at Bottom of Water Quality Release Hole = 764.00
Maximum Release Rate = - --.
Minimum Release Rate = = J J
Maximum Hole Size = 0.256036897 6.85 in. dia.
Minimum Hole Size = 0.102414759 4.33 in. dia.
Elevation at 1" Treatment Volume = 0.00
Elevation at Bottom of Water Quality Release Hole = 764.00
Maximum Release Rate = - - -:
Minimum Release Rate
Maximum Hole Size = #NUM! #NUM!
Minimum Hole Size = #NUM! #NUM!
Elevation at Normal Pool =
Elevation at Bottom Of Pond =
Release Rate =
Minimum Hole Size =
764.00
758.50
0.572515907 10.25 in. dia.
305 West Fourth Street, Suite 1-A Phone [phone]
5timmel A55ociateo, P.A. Winston Salem, NC 27101 Fax [phone]

Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2010 by Autodesk, Inc. v9.25 Tuesday, Mar 29, 2011
Hydo No.
SWM Pond Routing
Hydrograph type = Reservoir Peak discharge = 9.3170780.000 cfs
Storm frequency = 25 yrs Time to peak = 5.20 hrs
Time interval = 6 mi
n F :- Hyd. volume = 349,562 cuft
Inflow hyd. No. _
= 2 Post ` -Reservoir name = Tract 4 Pond A
Max. Elevation = 768.67 ft Max Storage 509,443 cuft

Storage Indication method used. Wet pond routing start elevation = 764.00 k
Hydrograph Dis charge Table Pnnted values 0.50% of Op.)
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
1.40 5.822 764.13 0.049 0.048 ----- ----- ----- ----- ----- ----- ----- 0.048
1.50 6.780 764.18 0.079 0.079 ----- ----- ----- ----- ----- ----- ----- 0.079
1.60 7.879 764.22 0.127 0.122 ----- ----- ----- ---- ----- ----- ----- 0.122
1.70 9.211 764.28 0.183 0.177 ----- ----- ----- ---- ----- ----- ----- 0.177
1.80 10.89 764.35 0.250 0.245 ----- ----- ----- ---- ----- ----- ----- 0.245
1.90 13.23 764.43 0.315 0.309 ----- ----- ----- ---- ----- ----- ----- 0.309
2.00 18.85 764.53 0.375 0.372 ----- ----- ----- ----- ----- ----- ----- 0.372
2.10 31.81 764.69 0.458 0.454 ----- ----- ----- ----- ----- ----- ----- 0.454
2.20 50.65 764.95 0.581 0.564 ----- ----- ----- ---- ----- ----- ----- 0.564
2.30 67.99 765.32 0.702 0.691 ----- ----- ----- ---- ----- ----- ----- 0.691
2.40 78.84 765.77 0.821 0.821 ----- ----- ----- ---- ----- ----- ----- 0.821
2.50 80.34 << 766.25 0.938 0.938 ----- ----- ----- ---- ----- ----- ----- 0.938
2.60 68.52 766.68 1.033 1.031 ----- ----- ----- ---- ----- ----- ----- 1.031
2.70 49.63 767.01 1.113 1.099 ----- ----- ----- ----- ----- ----- ----- 1.099
2.80 34.50 767.25 1172 1.145 ----- ----- ----- ---- ----- ----- ----- 1.145
2.90 26.33 767.42 1.209 1.177 ----- ----- ----- ---- ----- ----- ----- 1.177
3.00 23.11 767.56 1.209 1.201 ----- ----- ----- ---- ----- ----- ----- 1.201
3.10 20.94 767.68 1.229 1.223 ----- ----- ----- ----- ----- ----- ----- 1.223
3.20 1915 767.79 1.257 1.242 ----- ----- ----- ----- ----- ----- ----- 1.242
3.30 17.90 767.89 1.284 1.259 ----- ----- ----- ----- ----- ----- ----- 1.259
Continues on next page...
SWM Pond Routing
Hydlrograph Discharge Ta We
Time Inflow Elevation Clv A Clv E CIv C PfRsr Wr A W!r B W!r C W!r ® Eufil Outflows
(hrs) Cfs ft Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs
3.40 17.01 767.98 1.308 1.275 ----- ----- ----- ----- ----- ----- ----- 1.275
3.50 16.26 768.07 1.313 1.289 ----- ----- ----- ----- ----- ----- ----- 1.289
3.60 15.51 768.14 1.313 1.302 ----- ----- ----- ----- ----- ----- ----- 1.302
3.70 14.78 768.22 1.318 1.314 ---- ----- ----- ----- ----- ----- ----- 1.314
3.80 14.12 768.29 1.336 1.326 ----- ----- ----- ----- ----- ----- ----- 1.326
3.90 13.59 768.35 1.354 1.336 ----- ----- ----- ----- ----- ----- ----- 1.336
4.00 13.14 768.42 1.760 1.347 ----- ----- 0.390 ----- ----- ----- ----- 1.736
4.10 12.75 768.47 3.107 1.355 ----- ----- 1.727 ----- ----- ----- ----- 3.082
4.20 12.37 768.52 4.244 1.363 ----- ----- 2.856 ----- ----- ----- ----- 4.219
4.30 11.97 768.56 5.200 1.369 ----- ----- 3.804 ----- ----- ----- ----- 5.174
4.40 11.55 768.59 5.992 1.375 ----- ----- 4.590 ----- ----- ----- ----- 5.965
4.50 11.16 768.62 6.983 1.379 ----- ----- 5.580 ----- ----- ----- ----- 6.958
4.60 10.80 768.64 7.819 1.382 ----- ----- 6.415 ----- ----- ----- ----- 7.796
4.70 10.48 768.65 8.409 1.384 ----- ----- 7.005 ----- ----- ----- ----- 8.389
4.80 10.20 768.66 8.816 1.385 ----- ----- 7.412 ----- ----- ----- ----- 8.796
4.90 9.932 768.67 9.080 1.386 ----- ----- 7.675 ----- ----- ----- ----- 9.061
5.00 9.687 768.67 9.234 1.387 ----- ----- 7.829 ----- ----- ----- ----- 9.217
5.10 9.489 768.67 9.311 1.387 ----- ----- 7.906 ----- ----- ----- ----- 9.294
5.20 9.319 768.67 « 9.335 1.387 ----- ----- 7.930 ----- ----- ----- ----- 9.317

5.30 9.166 768.67 9.319 1.387 ----- ----- 7.914 ----- ----- ----- ----- 9.302
5.40 9.014 768.67 9.277 1.387 ----- ----- 7.872 ----- ----- ----- ----- 9.257
5.50 8.853 768.67 9.207 1.386 ----- ----- 7.803 ----- ----- ----- ----- 9.190
5.60 8.684 768.67 9.120 1.386 ----- ----- 7.715 ----- ----- ----- ----- 9.102
5.70 8.532 768.67 9.018 1.386 ----- ----- 7.614 ----- ----- ----- ----- 8.999
5.80 8.413 768.66 8.909 1.385 ----- ----- 7.505 ----- ----- ----- ----- 8.889
5.90 8.326 768.66 8.800 1.385 ----- ----- 7.396 ----- ----- ----- ----- 8.781
6.00 8.271 768.66 8.699 1.385 ----- ----- 7.295 ----- ----- ----- ----- 8.680
Continues on next page...
SWM Pond Routing
Hydrograph MschaȢgc TaNe
Time Inflow Elevation Clv A Clv B Clv C PfRsr iliWr A Wr B Wr C lflWr C Enfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
6.10 6.599 768.65 8.441 1.384 ----- ----- 7.037 ----- ----- ----- ----- 8.421
6.20 3.296 768.64 7.720 1.381 ----- ----- 6.316 ----- ----- ----- ----- 7.697
6.30 1.099 768.61 6.576 1.377 ----- ----- 5.173 ----- ----- ----- ----- 6.550
6.40 0.000 768.58 5.684 1.372 ----- ----- 4.284 ----- ----- ----- ----- 5.657
6.50 0.000 768.55 5.004 1.368 ----- ----- 3.609 ----- ----- ----- ----- 4.978
6.60 0.000 768.53 4.406 1.364 ----- ----- 3.016 ----- ----- ----- ----- 4.380
6.70 0.000 768.50 3.879 1.361 ----- ----- 2.494 ----- ----- ----- ----- 3.855
6.80 0.000 768.49 3.416 1.358 ----- ----- 2.034 ----- ----- ----- ----- 3.392
6.90 0.000 768.47 3.009 1.355 ----- ----- 1.629 ----- ----- ----- ----- 2.985
7.00 0.000 768.45 2.651 1.352 ----- ----- 1.274 ---- ----- ----- ----- 2.627
7.10 0.000 768.44 2.336 1.350 ----- ----- 0.962 ----- ----- ----- ----- 2.311
7.20 0.000 768.43 2.057 1.349 ----- ----- 0.685 ----- ----- ----- ----- 2.034
7.30 0.000 768.42 1.812 1.347 ----- ----- 0.442 ----- ----- ----- ----- 1.790
7.40 0.000 768.41 1.598 1.346 ----- ----- 0.230 ----- ----- ----- ----- 1.575

0 0.000 768.40 1.409 1.344 ----- ----- 0.042 ----- ----- ----- ----- 1.386

7.60 0.000 768.39 1.365 1.343 ----- ----- ----- ----- ----- ----- ----- 1.343
7.70 0.000 768.39 1.363 1.342 ----- ----- ----- ----- ----- ----- ----- 1.342
7.80 0.000 768.38 1.361 1.341 ----- ----- ----- ----- ----- ----- ----- 1.341
7.90 0.000 768.37 1.360 1.340 ----- ----- ----- ----- ----- ----- ----- 1.340
8.00 0.000 768.37 1.358 1.338 ----- ----- ----- ----- ----- ----- ----- 1.338
8.10 0.000 768.36 1.356 1.337 ----- ----- ----- ----- ----- ----- ----- 1.337
8.20 0.000 768.35 1.354 1.336 ----- ----- ----- ----- ----- ----- ----- 1.336
8.30 0.000 768.34 1.352 1.335 ----- ----- ----- ----- ----- ----- ----- 1.335
8.40 0.000 768.34 1.350 1.334 ----- ----- ----- ----- ----- ----- ----- 1.334
8.50 0.000 768.33 1.348 1.333 ----- ----- ----- ----- ----- ----- ----- 1.333
8.60 0.000 768.32 1.346 1.332 ----- ----- ----- ----- ----- ----- ----- 1.332
8.70 0.000 768.32 1.344 1.330 ----- ----- ----- ----- ----- ----- ----- 1.330
8.80 0.000 768.31 1.342 1.329 ----- ----- ----- ----- ----- ----- ----- 1.329
Continues on next page...
SWM Pond Routing
Hydrograph Mscharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr ® Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
8.90 0.000 768.30 1.340 1.328 ----- ----- ----- ----- ----- ----- ----- 1.328
9.00 0.000 768.30 1.339 1.327 ----- ----- ----- ----- ----- ----- ----- 1.327
9.10 0.000 768.29 1.337 1.326 ----- ----- ----- ----- ----- ----- ----- 1.326
9.20 0.000 768.28 1.335 1.325 ----- ----- ----- ----- ----- ----- ----- 1.325
9.30 0.000 768.27 1.333 1.324 ----- ----- ----- ----- ----- ----- ----- 1.324
9.40 0.000 768.27 1.331 1.322 ----- ----- ----- ----- ----- ----- ----- 1.322
9.50 0.000 768.26 1.329 1.321 ----- ----- ----- ----- ----- ----- ----- 1.321
9.60 0.000 768.25 1.327 1.320 ----- ----- ----- ----- ----- ----- ----- 1.320
9.70 0.000 768.25 1.325 1.319 ----- ----- ----- ----- ----- ----- ----- 1.319
9.80 0.000 768.24 1.323 1.318 ----- ----- ----- ----- ----- ----- ----- 1.318
9.90 0.000 768.23 1.322 1.317 ----- ----- ----- ----- ----- ----- ----- 1.317
10.00 0.000 768.22 1.320 1.316 ----- ----- ----- ----- ----- ----- ----- 1.316
10.10 0.000 768.22 1.318 1.314 ----- ----- ----- ----- ----- ----- ----- 1.314
10.20 0.000 768.21 1.316 1.313 ----- ----- ----- ----- ----- ----- ----- 1.313
10.30 0.000 768.20 1.314 1.312 ----- ----- ----- ----- ----- ---- ----- 1.312
10.40 0.000 768.20 1.313 1.311 ----- ----- ----- ----- ----- ----- ----- 1.311
10.50 0.000 768.19 1.313 1.310 ----- ----- ----- ----- ----- ----- ----- 1.310
10.60 0.000 768.18 1.313 1.309 ----- ----- ----- ----- ----- ----- ----- 1.309
10.70 0.000 768.18 1.313 1.308 ----- ----- ----- ----- ----- ----- ----- 1.308
10.80 0.000 768.17 1.313 1.306 ----- ----- ----- ----- ----- ----- ----- 1.306
10.90 0.000 768.16 1.313 1.305 ----- ----- ----- ----- ----- ----- ----- 1.305
11.00 0.000 768.16 1.313 1.304 ----- ----- ----- ----- ----- ----- ----- 1.304
11.10 0.000 768.15 1.313 1.303 ----- ----- ----- ----- ----- ----- ----- 1.303
11.20 0.000 768.14 1.313 1.302 ----- ----- ----- ----- ----- ----- ----- 1.302
11.30 0.000 768.13 1.313 1.301 ----- ----- ----- ----- ----- ----- ----- 1.301
11.40 0.000 768.13 1.313 1.299 ----- ----- ----- ----- ----- ----- ----- 1.299
11.50 0.000 768.12 1.313 1.298 ----- ----- ----- ----- ----- ----- ----- 1.298
11.60 0.000 768.11 1.313 1.297 ----- ----- ----- ----- ----- ----- ----- 1.297
Continues on next page...
SWM Pond Routing
H?9drograph Discharge TaMe
Time Wlow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr ® Exfil Outflow
(hr5) CfS ft CfS cfs cfs cfs cfs CfS cfs CfS cfs cfs
11.70 0.000 768.11 1.313 1.296 ----- ----- ----- - --- ----- ----- ----- 1.296
11.80 0.000 768.10 1.313 1.295 ----- ----- ----- ----- ----- ----- ----- 1.295
11.90 0.000 768.09 1.313 1.294 ----- ----- ----- ----- ----- ----- ----- 1.294
12.00 0.000 768.09 1.313 1.293 ----- ----- ----- ----- ----- ----- ----- 1.293
12.10 0.000 768.08 1.313 1.291 ----- ----- ----- ----- ----- ----- ----- 1.291
12.20 0.000 768.07 1.313 1.290 ----- ----- ----- ----- ----- ----- ----- 1.290
12.30 0.000 768.07 1.313 1.289 ----- ----- ----- ----- ----- ----- ----- 1.289
12.40 0.000 768.06 1.313 1.288 ----- ----- ----- ----- ----- ----- ----- 1.288
12.50 0.000 768.05 1.313 1.287 ----- ----- ----- ----- ----- ----- ----- 1.287
12.60 0.000 768.04 1.313 1.286 ----- ----- ----- ----- ----- ----- ----- 1.286
12.70 0.000 768.04 1.313 1.285 ----- ----- ----- ---- ----- ----- ----- 1.285
12.80 0.000 768.03 1.313 1.283 ----- ----- ----- ---- ----- ----- ----- 1.283
12.90 0.000 768.02 1.313 1.282 ----- ----- ----- ---- ----- ----- ----- 1.282
13.00 0.000 768.02 1.313 1.281 ----- ----- ----- ---- ----- ----- ----- 1.281
13.10 0.000 768.01 1.313 1.280 ----- ----- ----- ---- ----- ----- ----- 1.280
13.20 0.000 768.00 1.313 1.279 ----- ----- ----- ----- ----- ----- ----- 1.279
13.30 0.000 768.00 1.312 1.278 ----- ----- ----- ----- ----- ----- ----- 1.278
13.40 0.000 767.99 1.310 1.276 ----- ----- ----- ----- ----- ----- ----- 1.276
13.50 0.000 767.98 1.308 1.275 ----- ----- ----- ----- ----- ----- ----- 1.275
13.60 0.000 767.97 1.306 1.274 ----- ----- ----- ----- ----- ----- ----- 1.274
13.70 0.000 767.97 1.304 1.273 ----- ----- ----- ----- ----- ----- ----- 1.273
13.80 0.000 767.96 1.302 1.271 ----- ----- ----- ----- ----- ----- ----- 1.271
13.90 0.000 767.95 1.300 1.270 ----- ----- ----- ----- ----- ----- ----- 1.270
14.00 0.000 767.94 1.298 1.269 ----- ----- ----- ----- ----- ----- ----- 1.269
14.10 0.000 767.94 1.297 1.268 ----- ----- ----- ----- ----- ----- ----- 1.268
14.20 0.000 767.93 1.295 1.266
----- ----- ----- -----
----- ----- -----
1.266
14.30 0.000 767.92 1.293 1.265 ----- ----- ----- ----- ----- ----- ----- 1.265
14.40 0.000 767.92 1.291 1.264 ----- ----- ----- ----- ----- ----- ----- 1.264
Continues on next page...
SWM Pond Routing
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv E Clv C PfRsr Wr A Wr E Wr C Wr ® Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
14.50 0.000 767.91 1.289 1.263 ----- ----- ----- ----- ----- ----- ----- 1.263
14.60 0.000 767.90 1.287 1.261 ----- ----- ----- ----- ----- ----- ----- 1.261
14.70 0.000 767.89 1.285 1.260 ----- ----- ----- ----- ----- ----- ----- 1.260
14.80 0.000 767.89 1.283 1.259 ----- ----- ----- ----- ----- ----- ----- 1.259
14.90 0.000 767.88 1.281 1.258 ----- ----- ----- ----- ----- ----- ----- 1.258
15.00 0.000 767.87 1.279 1.256 ----- ----- ----- ----- ----- ----- ----- 1.256
15.10 0.000 767.86 1.277 1.255 ----- ----- ----- ----- ----- ----- ----- 1.255
15.20 0.000 767.86 1.275 1.254 ----- ----- ----- ----- ----- ----- ----- 1.254
15.30 0.000 767.85 1.273 1.253 ----- ----- ----- ----- ----- ----- ----- 1.253
15.40 0.000 767.84 1.272 1.251 ----- ----- ----- ----- ----- ----- ----- 1.251
15.50 0.000 767.84 1.270 1.250 ----- ----- ----- ----- ----- ----- ----- 1.250
15.60 0.000 767.83 1.268 1.249 ----- ----- ----- ----- ----- ----- ----- 1.249
15.70 0.000 767.82 1.266 1.248 ----- ----- ----- ----- ----- ----- ----- 1.248
15.80 0.000 767.81 1.264 1.246 ----- ----- ----- ----- ----- ----- ----- 1.246
15.90 0.000 767.81 1.262 1.245 ----- ----- ----- ----- ----- ----- ----- 1.245
16.00 0.000 767.80 1.260 1.244 ----- ----- ----- ----- ----- ----- ----- 1.244
16.10 0.000 767.79 1.258 1.243 ----- ----- ----- ----- ----- ----- ----- 1.243
16.20 0.000 767.78 1.256 1.241 ----- ----- ----- ----- ----- ----- ----- 1.241
16.30 0.000 767.78 1.255 1.240 ----- ----- ----- ----- ----- ----- ----- 1.240
16.40 0.000 767.77 1.253 1.239 ----- ----- ----- ----- ----- ----- ----- 1.239
16.50 0.000 767.76 1.251 1.238 ----- ----- ----- ----- ----- ----- ----- 1.238
16.60 0.000 767.76 1.249 1.236 ----- ----- ----- ----- ----- ----- ----- 1.236
16.70 0.000 767.75 1.247 1.235 ----- ----- ----- ----- ----- ----- ----- 1.235
16.80 0.000 767.74 1.245 1.234 ----- ----- ----- ----- ----- ----- ----- 1.234
16.90 0.000 767.73 1.244 1.233 ----- ----- ----- ----- ----- ----- 1.233
17.00 0.000 767.73 1.242 1.231 ----- ----- ----- ----- ----- ----- ----- 1.231
17.10 0.000 767.72 1.240 1.230 ----- ----- ----- ----- ----- ----- 1.230
17.20 0.000 767.71 1.238 1.229 ----- ----- ----- ----- ----- ----- ----- 1.229
Continues on next page...
SW M Pond Routing
Time Inflow Elevation Clv A Civ B Clv C PfRsr Wr A Wr E Wr C Wr ® Exfil Outflow
(furs) cfs ft cfs cfs cfe cfs cfs cfs cfe cfS cfS cfs
17.30 0.000 767.71 1.236 1.228 ----- ----- ----- ---- ----- ----- ----- 1.228
17.40 0.000 767.70 1.234 1.226 ----- ----- ----- ----- ----- ----- ----- 1.226
17.50 0.000 767.69 1.233 1.225 ----- ----- ----- ----- ----- ----- ----- 1.225
17.60 0.000 767.68 1.231 1.224 ----- ----- ----- ---- ----- ----- ----- 1.224
17.70 0.000 767.68 1.229 1.223 ----- ----- ----- ----- ----- ----- ----- 1.223
17.80 0.000 767.67 1.227 1.221 ----- ----- ----- ---- ----- ----- ----- 1.221
17.90 0.000 767.66 1.225 1.220 ----- ----- ----- ---- ----- ----- ----- 1.220
18.00 0.000 767.66 1.223 1.219 ----- ----- ----- ---- ----- ----- ----- 1.219
18.10 0.000 767.65 1.222 1.218 ----- ----- ----- ---- ----- ----- ----- 1.218
18.20 0.000 767.64 1.220 1.216 ----- ----- ----- ---- ----- ----- ----- 1.216
18.30 0.000 767.63 1.218 1.215 ----- ----- ----- ----- ----- ----- 1.215
18.40 0.000 767.63 1.216 1.214 ----- ----- ----- ----- ----- ----- ----- 1.214
18.50 0.000 767.62 1.214 1.213 ----- ----- ----- ----- ----- ----- ----- 1.213
18.60 0.000 767.61 1.213 1.211
----- ----- ----- ----- -----
----- -----
1.211
18.70 0.000 767.61 1.211 1.210
----- ----- ----- ----- -----
----- -----
1.210
18.80 0.000 767.60 1.209 1.209 ----- ----- ----- ----- ----- ----- 1.209
18.90 0.000 767.59 1.209 1.208
----- ----- ----- ----- -----
----- -----
1.208
19.00 0.000 767.59 1.209 1.206 ----- ----- ----- ----- ----- ----- 1.206
19.10 0.000 767.58 1.209 1.205 ----- ----- ----- ----- ----- ----- 1.205
19.20 0.000 767.57 1.209 1.204
----- ----- ----- ----- -----
----- -----
1.204
19.30 0.000 767.56 1.209 1.203
----- ----- ----- -----
----- ----- -----
1.203
19.40 0.000 767.56 1.209 1.201
----- ----- ----- ----- -----
----- -----
1.201
19.50 0.000 767.55 1.209 1.200
----- ----- ----- -----
----- ----- -----
1.200
19.60 0.000 767.54 1.209 1.199
----- ----- ----- -----
----- ----- -----
1.199
19.70 0.000 767.54 1.209 1.197
----- ----- ----- ----- -----
----- -----
1197
19.80 0.000 767.53 1.209 1.196 ----- ----- ----- ----- ----- ----- 1.196
19.90 0.000 767.52 1.209 1.195 ----- ----- ----- ----- ----- ----- 1.195
20.00 0.000 767.52 1.209 1.194
----- ----- ----- ----- -----
----- -----
1.194
Continues on next page...
SWM Pond Routing
Hydrograph Mscharge Tepee
Time Inflow Elevation CIv A CIv B Clv C PfRsr Wr A Wr B Wr C Wr C Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
20.10 0.000 767.51 1.209 1.192 ----- ----- ----- ----- ----- ----- ----- 1.192
20.20 0.000 767.50 1.209 1.191 ----- ----- ----- ----- ----- ----- ----- 1.191
20.30 0.000 767.49 1.209 1.190 ----- ----- ----- ----- ----- ----- ----- 1.190
20.40 0.000 767.49 1.209 1.189 ----- ----- ----- ----- ----- ----- ----- 1.189
20.50 0.000 767.48 1.209 1.187 ----- ----- ----- ----- ----- ----- ----- 1.187
20.60 0.000 767.47 1.209 1.186 ----- ----- ----- ----- ----- ----- ----- 1.186
20.70 0.000 767.47 1.209 1.185 ----- ----- ----- ----- ----- ----- ----- 1.185
20.80 0.000 767.46 1.209 1.184 ----- ----- ----- ----- ----- ----- ----- 1.184
20.90 0.000 767.45 1.209 1.182 ----- ----- ----- ----- ----- ----- ----- 1.182
21.00 0.000 767.45 1.209 1.181 ----- ----- ----- ----- ----- ----- ----- 1.181
21.10 0.000 767.44 1.209 1.180 ----- ----- ----- ----- ----- ----- ----- 1.180
21.20 0.000 767.43 1.209 1.179 ----- ----- ----- ----- ----- ----- ----- 1.179
21.30 0.000 767.43 1.209 1.177 ----- ----- ----- ----- ----- ----- ----- 1.177
21.40 0.000 767.42 1.209 1.176 ----- ----- ----- ----- ----- ----- ----- 1.176
21.50 0.000 767.41 1.209 1.175 ----- ----- ----- ----- ----- ----- ----- 1.175
21.60 0.000 767.41 1.209 1.174 ----- ----- ----- ----- ----- ----- ----- 1.174
21.70 0.000 767.40 1.209 1.173 ----- ----- ----- ----- ----- ----- ----- 1.173
21.80 0.000 767.39 1.207 1.171 ----- ----- ----- ----- ----- ----- ----- 1.171
21.90 0.000 767.39 1.205 1.170 ----- ----- ----- ----- ----- ----- ----- 1.170
22.00 0.000 767.38 1.203 1.169 ----- ----- ----- ----- ----- ----- ----- 1.169
22.10 0.000 767.37 1.202 1.167 ----- ----- ----- ----- ----- ----- ----- 1.167
22.20 0.000 767.36 1.200 1.166 ----- ----- ----- ----- ----- ----- ----- 1.166
22.30 0.000 767.36 1.198 1.165 ----- ----- ----- ----- ----- ----- ----- 1.165
22.40 0.000 767.35 1.197 1.164 ----- ----- ----- ----- ----- ----- ----- 1.164
22.50 0.000 767.34 1.195 1.162 ----- ----- ----- ----- ----- ----- ----- 1.162
22.60 0.000 767.34 1.193 1.161 ----- ----- ----- ----- ----- ----- ----- 1.161
22.70 0.000 767.33 1.192 1.160 ----- ----- ----- ----- ----- ----- ----- 1.160
22.80 0.000 767.32 1.190 1.159 ----- ----- ----- ----- ----- ----- ----- 1.159
Continues on next page...
SWM Pond Routing
Hydrograph Mscharge TaNe
Time Inflow Elevation CIv A CIv B CIv C PfRsr Wr A Wr E Wr C Wr D Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
22.90 0.000 767.32 1.188 1.157 ----- ----- ----- ----- ----- ----- ----- 1.157
23.00 0.000 767.31 1.187 1.156 ----- ----- ----- ----- ----- ----- ----- 1.156
23.10 0.000 767.30 1.185 1.155 ----- ----- ----- ----- ----- ----- ----- 1.155
23.20 0.000 767.30 1.183 1.154 ----- ----- ----- ---- ----- ----- ----- 1.154
23.30 0.000 767.29 1.181 1.152 ----- ----- ----- ----- ----- ----- ----- 1.152
23.40 0.000 767.28 1.180 1.151 ----- ----- ----- ----- ----- ----- ----- 1.151
23.50 0.000 767.28 1.178 1.150 ----- ----- ----- ----- ----- ----- ----- 1.150
23.60 0.000 767.27 1.176 1.149 ----- ----- ----- ---- ----- ----- ----- 1.149
23.70 0.000 767.26 1.175 1.147 ----- ----- ----- ----- ----- ----- ----- 1.147
23.80 0.000 767.26 1.173 1.146 ----- ----- ----- ----- ----- ----- ----- 1.146
23.90 0.000 767.25 1.171 1.145 ----- ----- ----- ----- ----- ----- ----- 1.145
24.00 0.000 767.24 1.170 1.144 ----- ----- ----- ---- ----- ----- ----- 1.144
24.10 0.000 767.24 1.168 1.142 ----- ----- ----- ---- ----- ----- ----- 1.142
24.20 0.000 767.23 1.166 1.141 ----- ----- ----- ---- ----- ----- ----- 1.141
24.30 0.000 767.22 1.165 1.140 ----- ----- ----- ----- ----- ----- ----- 1.140
24.40 0.000 767.22 1.163 1.139 ----- ----- ----- ----- ----- ----- ----- 1.139
24.50 0.000 76721 1.161 1.137 ----- ----- ----- ----- ----- ----- ----- 1.137
24.60 0.000 767.20 1.160 1.136 ----- ----- ----- ----- ----- ----- ----- 1.136
24.70 0.000 767.20 1.158 1.135 ----- ----- ----- ----- ----- ----- ----- 1.135
24.80 0.000 767.19 1.157 1.134 ----- ----- ----- ----- ----- ----- ----- 1.134
24.90 0.000 767.18 1.155 1.132 ----- ----- ----- ----- ----- ----- ----- 1.132
25.00 0.000 767.18 1.153 1.131 ----- ----- ----- ----- ----- ----- ----- 1.131
25.10 0.000 767.17 1.152 1.130 ----- ----- ----- ----- ----- ----- ----- 1.130
25.20 0.000 76716 1.150 1.129 ----- ----- ----- ----- ----- ----- ----- 1.129
25.30 0.000 767.16 1.148 1.127 ----- ----- ----- ----- ----- ----- ----- 1.127
25.40 0.000 767.15 1.147 1.126 ----- ----- ----- ----- ----- ----- ----- 1.126
25.50 0.000 767.15 1.145 1.125 ----- ----- ----- ----- ----- ----- ----- 1.125
25.60 0.000 76714 1.144 1.124 ----- ----- ----- ----- ----- ----- ----- 1.124
Continues on next page...
SWM Pond Routing
Hydrograph Discharge TaNe
Time Inflows Elevation Clv A Clv B CIv C PfRsr Wr A Wr B Wr C Wr ® Exfil Outflow
(hrs) Cfs ft Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs
25.70 0.000 767.13 1.142 1.122 ----- ----- ----- ----- ----- ----- ----- 1.122
25.80 0.000 767.13 1.140 1.121 ----- ----- ----- ----- ----- ----- ----- 1.121
25.90 0.000 767.12 1.139 1.120 ----- ----- ----- ----- ----- ----- ----- 1.120
26.00 0.000 767.11 1.137 1.119 ----- ----- ----- ----- ----- ----- ----- 1.119
26.10 0.000 767.11 1.136 1.117 ----- ----- ----- ----- ----- ----- ----- 1.117
26.20 0.000 767.10 1.134 1.116 ----- ----- ----- ----- ----- ----- ----- 1.116
26.30 0.000 767.09 1.133 1.115 ----- ----- ----- ----- ----- ----- ----- 1.115
26.40 0.000 767.09 1.131 1.114 ----- ----- ----- ----- ----- ----- ----- 1.114
26.50 0.000 767.08 1.129 1.112 ----- ----- ----- ----- ----- ----- ----- 1.112
26.60 0.000 767.07 1.128 1.111 ----- ----- ----- ----- ----- ----- ----- 1.111
26.70 0.000 767.07 1.126 1.110 ----- ----- ----- ----- ----- ----- ----- 1.110
26.80 0.000 767.06 1.125 1.109 ----- ----- ----- ----- ----- ----- ----- 1.109
26.90 0.000 767.05 1.123 1.107 ----- ----- ----- ----- ----- ----- ----- 1.107
27.00 0.000 767.05 1.121 1.106 ----- ----- ----- ----- ----- ----- ----- 1.106
27.10 0.000 767.04 1.120 1.105 ----- ----- ----- ----- ----- ----- ----- 1.105
27.20 0.000 767.04 1.118 1.104 ----- ----- ----- ----- ----- ----- ----- 1.104
27.30 0.000 767.03 1.117 1.102 ----- ----- ----- ----- ----- ----- ----- 1.102
27.40 0.000 767.02 1.115 1.101 ----- ----- ----- ----- ----- ----- ----- 1.101
27.50 0.000 767.02 1.114 1.100 ----- ----- ----- ----- ----- ----- ----- 1.100
27.60 0.000 767.01 1.112 1.099 ----- ----- ----- ----- ----- ----- ----- 1.099
27.70 0.000 767.00 1.110 1.097 ----- ----- ----- ----- ----- ----- ----- 1.097
27.80 0.000 767.00 1.109 1.096 ----- ----- ----- ----- ----- ----- ----- 1.096
27.90 0.000 766.99 1.107 1.095 ----- ----- ----- ----- ----- ----- ----- 1.095
28.00 0.000 766.98 1.106 1.094 ----- ----- ----- ----- ----- ----- ----- 1.094
28.10 0.000 766.98 1.104 1.092 ----- ----- ----- ----- ----- ----- ----- 1.092
28.20 0.000 766.97 1.103 1.091 ----- ----- ----- ----- ----- ----- ----- 1.091
28.30 0.000 766.96 1.101 1.090 ----- ----- ----- ----- ----- ----- ----- 1.090
28.40 0.000 766.96 1.100 1.089 ----- ----- ----- ----- ----- ----- ----- 1.089
Continues on next page...
SWM Pond Routing
Hydrograph Discharge Table
Time Inflow Elevation Civ A Civ E Civ C EfRsr Wr A Wr E Wr C Wr ® Exfii Outflow
(h rs) Cfs ft Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs
28.50 0.000 766.95 1.098 1.087 ----- ----- - --- ----- ----- ----- 1.087
28.60 0.000 766.95 1.097 1.086 ----- ----- ----- ----- ----- ----- ----- 1.086
28.70 0.000 766.94 1.095 1.085 ----- ----- ----- - --- ----- ----- ----- 1.085
28.80 0.000 766.93 1.094 1.083 ----- ----- ----- ----- ----- ----- ----- 1.083
28.90 0.000 766.93 1.092 1.082 ----- ----- ----- - --- ----- ----- ----- 1.082
29.00 0.000 766.92 1.091 1.081 ----- ----- ----- ----- ----- ----- ----- 1.081
29.10 0.000 766.91 1.089 1.080 ----- ----- ----- ----- ----- ----- ----- 1.080
29.20 0.000 766.91 1.088 1.078 ----- ----- ----- ----- ----- ----- ----- 1.078
29.30 0.000 766.90 1.086 1.077 ----- ----- ----- ----- ----- ----- ----- 1.077
29.40 0.000 766.90 1.085 1.076 ----- ----- ----- ----- ----- ----- ----- 1.076
29.50 0.000 766.89 1.083 1.075 ----- ----- ----- ----- ----- ----- ----- 1.075
29.60 0.000 766.88 1.082 1.073 ----- ----- ----- ----- ----- ----- ----- 1.073
29.70 0.000 766.88 1.080 1.072 ----- ----- ----- ----- ----- ----- ----- 1.072
29.80 0.000 766.87 1.079 1.071 ----- ----- ----- ----- ----- ----- ----- 1.071
29.90 0.000 766.86 1.077 1.070 ----- ----- ----- ---- ----- ----- ----- 1.070
30.00 0.000 766.86 1.076 1.068 ----- ----- ----- ---- ----- ----- ----- 1.068
30.10 0.000 766.85 1.074 1.067 ----- ----- ----- ----- ----- ----- ----- 1.067
30.20 0.000 766.85 1.073 1.066 ----- ----- ----- ---- ----- ----- ----- 1.066
30.30 0.000 766.84 1.071 1.065 ----- ----- ----- ----- ----- ----- ----- 1.065
30.40 0.000 766.83 1.070 1.064 ----- ----- ----- ----- ----- ----- ----- 1.064
30.50 0.000 766.83 1.068 1.062 ----- ----- ----- ----- ----- ----- ----- 1.062
30.60 0.000 766.82 1.067 1.061 ----- ----- ----- ----- ----- ----- ----- 1.061
30.70 0.000 766.81 1.065 1.060 ----- ---- ----- ----- ----- ----- ----- 1.060
30.80 0.000 766.81 1.064 1.059 ----- ----- ----- ----- ----- ----- ----- 1.059
30.90 0.000 766.80 1.062 1.057 ----- ----- ----- ----- ----- ----- ----- 1.057
31.00 0.000 766.80 1.061 1.056 ----- ----- ----- ----- ----- ----- ----- 1.056
3110 0.000 766.79 1.060 1.055 ----- ----- ----- ----- ----- ----- ----- 1.055
31.20 0.000 766.78 1.058 1.054 ----- ----- ----- ----- ----- ----- ----- 1.054
Continues on next page...
SWM Pond Routing
Hydrograph Discharge TaNe
Time Inflow Elevation CIv A CIv B CIv C EfRsr Wr A Wr E Wr C Wr I7 Exfil Outflow
(hrs) cfs ft Cfs Cfs Cfs Cfs Cfs Cfs Cfs cfs Cfs Cfs
31.30 0.000 766.78 1.057 1.052 ----- ----- ----- ----- ----- ----- ----- 1.052
31.40 0.000 766.77 1.055 1.051 ----- ----- ----- ----- ----- ----- ----- 1.051
31.50 0.000 766.77 1.054 1.050 ----- ----- ----- ---- ----- ----- ----- 1.050
31.60 0.000 766.76 1.053 1.048 ----- ----- ----- ----- ----- ----- ----- 1.048
31.70 0.000 766.75 1.051 1.047 ----- ----- ----- ----- ----- ----- ----- 1.047
31.80 0.000 766.75 1.050 1.046 ----- ----- ----- ----- ----- ----- ----- 1.046
31.90 0.000 766.74 1.048 1.045 ----- ----- ----- ----- ----- ----- ----- 1.045
32.00 0.000 766.74 1.047 1.043 ----- ----- ----- ----- ----- ----- ----- 1.043
32.10 0.000 766.73 1.045 1.042 ----- ----- ----- ----- ----- ----- ----- 1.042
32.20 0.000 766.72 1.044 1.041 ----- ----- ----- ----- ----- ----- ----- 1.041
32.30 0.000 766.72 1.043 1.040 ----- ----- ----- ----- ----- ----- ----- 1.040
32.40 0.000 766.71 1.041 1.038 ----- ----- ----- ----- ----- ----- ----- 1.038
32.50 0.000 766.71 1.040 1.037 ----- ----- ----- ----- ----- ----- ----- 1.037
32.60 0.000 766.70 1.038 1.036 ----- ----- ----- ----- ----- ----- ----- 1.036
32.70 0.000 766.69 1.037 1.035 ----- ----- ----- ----- ----- ----- ----- 1.035
32.80 0.000 766.69 1.036 1.033 ----- ----- ----- ----- ----- ----- ----- 1.033
32.90 0.000 766.68 1.034 1.032 ----- ----- ----- ----- ----- ----- ----- 1.032
33.00 0.000 766.68 1.033 1.031 ----- ----- ----- ----- ----- ----- ----- 1.031
33.10 0.000 766.67 1.031 1.030 ----- ----- ----- ----- ----- ----- ----- 1.030
33.20 0.000 766.66 1.030 1.028 ----- ----- ----- ----- ----- ----- ----- 1.028
33.30 0.000 766.66 1.029 1.027 ----- ----- ----- ----- ----- ----- ----- 1.027
33.40 0.000 766.65 1.027 1.026 ----- ----- ----- ----- ----- ----- ----- 1.026
33.50 0.000 766.65 1.026 1.025 ----- ----- ----- ----- ----- ----- ----- 1.025
33.60 0.000 766.64 1.024 1.023 ----- ----- ----- ----- ----- ----- ----- 1.023
33.70 0.000 766.63 1.023 1.022 ----- ----- ----- ----- ----- ----- ----- 1.022
33.80 0.000 766.63 1.022 1.021 ----- ----- ----- ----- ----- ----- ----- 1.021
33.90 0.000 766.62 1.020 1.020 ----- ----- ----- ----- ----- ----- ----- 1.020
34.00 0.000 766.62 1.019 1.018 ----- ----- ----- ----- ----- ----- ----- 1.018
Continues on next page...
SWM Pond Routing
Hydr®graph Discharge TaNe
'l'isle Inflow Elevation Clv A Clv E Clv C PffRsr Wr A Wr E Wr C Wr ® Ezffil Outflow
(hrs) CfS ft CffS offs CfS CfS CffS CffS cfs cfs CfS CfS
34.10 0.000 766.61 1.018 1.017 ----- ----- ----- - --- ----- ----- ----- 1.017
34.20 0.000 766.60 1.016 1.016 ----- ----- ----- ----- ----- ----- ----- 1.016
34.30 0.000 766.60 1.015 1.015 ----- ----- ----- ----- ----- ----- ----- 1.015
34.40 0.000 766.59 1.014 1.013 ----- ----- ----- ----- ----- ----- ----- 1.013
34.50 0.000 766.59 1.012 1.012 ----- ----- ----- ----- ----- ----- ----- 1.012
34.60 0.000 766.58 1.011 1.011 ----- ----- ----- ----- ----- ----- ----- 1.011
34.70 0.000 766.57 1.010 1.010 ----- ----- ----- - --- ----- ----- ----- 1.010
34.80 0.000 766.57 1.008 1.008 ----- ----- ----- ----- ----- ----- ----- 1.008
34.90 0.000 766.56 1.007 1.007 ----- ----- ----- ----- ----- ----- ----- 1.007
35.00 0.000 766.56 1.006 1.006 ----- ----- ----- ----- ----- ----- ----- 1.006
35.10 0.000 766.55 1.005 1.005 ----- ----- ----- ---- ----- ----- ----- 1.005
35.20 0.000 766.55 1.003 1.003 ----- ----- ----- ----- ----- ----- ----- 1.003
35.30 0.000 766.54 1.002 1.002 ----- ----- ----- ----- ----- ----- ----- 1.002
35.40 0.000 766.53 1.001 1.001 ----- ----- ----- ----- ----- ----- ----- 1.001
35.50 0.000 766.53 1.000 1.000 ----- ----- ----- ---- ----- ----- ----- 1.000
35.60 0.000 766.52 0.998 0.998 ----- ----- ----- ---- ----- ----- ----- 0.998
35.70 0.000 766.52 0.997 0.997 ----- ----- ----- ---- ----- ----- ----- 0.997
35.80 0.000 766.51 0.996 0.996 ----- ----- ----- ---- ----- ----- ----- 0.996
35.90 0.000 766.50 0.995 0.995 ----- ----- ----- ----- ----- ----- ----- 0.995
36.00 0.000 766.50 0.993 0.993 ----- ----- ----- ---- ----- ----- ----- 0.993
36.10 0.000 766.49 0.992 0.992 ----- ----- ----- ----- ----- ----- ----- 0.992
36.20 0.000 766.49 0.991 0.991 ----- ----- ----- ----- ----- ----- ----- 0.991
36.30 0.000 766.48 0.990 0.990 ----- ----- ----- ----- ----- ----- ----- 0.990
36.40 0.000 766.48 0.988 0.988 ----- ----- ----- --- - ----- ----- ----- 0.988
36.50 0.000 766.47 0.987 0.987 ----- ----- ----- ----- ----- ----- ----- 0.987
36.60 0.000 766.46 0.986 0.986 ----- ----- ----- ----- ----- ----- ----- 0.986
36.70 0.000 766.46 0.985 0.985 ----- ----- ----- ----- ----- ----- ----- 0.985
36.80 0.000 766.45 0.983 0.983 ----- ----- ----- ----- ----- ----- ----- 0.983
Continues on next page...
SWM Pond Routing
Hydrograph Discharge TaNe
Time Inflow Elevation CEv A Clv E CIv C PfRsr Wr A Wr E Wr C Wr ® Exfil Outflow
(hrs) cfs ft CfS cfs cfs CfS cfe cfe cfs cfs cfs cfs
36.90 0.000 766.45 0.982 0.982 ----- ----- ----- ----- ----- ----- ----- 0.982
37.00 0.000 766.44 0.981 0.981 ----- ----- ----- ----- ----- ----- ----- 0.981
37.10 0.000 766.44 0.980 0.980 ----- ----- ----- ----- ----- ----- ----- 0.980
37.20 0.000 766.43 0.978 0.978 ----- ----- ----- ----- ----- ----- ----- 0.978
37.30 0.000 766.42 0.977 0.977 ----- ----- ----- ----- ----- ----- ----- 0.977
37.40 0.000 766.42 0.976 0.976 ----- ----- ----- ----- ----- ----- ----- 0.976
37.50 0.000 766.41 0.975 0.975 ----- ----- ----- ----- ----- ----- ----- 0.975
37.60 0.000 766.41 0.974 0.973 ----- ----- ----- ----- ----- ----- ----- 0.973
37.70 0.000 766.40 0.972 0.972 ----- ----- ----- ----- ----- ----- ----- 0.972
37.80 0.000 766.40 0.971 0.971 ----- ----- ----- ----- ----- ----- ----- 0.971
37.90 0.000 766.39 0.970 0.970 ----- ----- ----- ----- ----- ----- ----- 0.970
38.00 0.000 766.38 0.968 0.968 ----- ----- ----- ----- ----- ----- ----- 0.968
38.10 0.000 766.38 0.967 0.967 ----- ----- ----- ----- ----- ----- ----- 0.967
38.20 0.000 766.37 0.966 0.966 ----- ----- ----- ----- ----- ----- ----- 0.966
38.30 0.000 766.37 0.965 0.965 ----- ----- ----- ----- ----- ----- ----- 0.965
38.40 0.000 766.36 0.963 0.963 ----- ----- ----- ----- ----- ----- ----- 0.963
38.50 0.000 766.36 0.962 0.962 ----- ----- ----- ----- ----- ----- ----- 0.962
38.60 0.000 766.35 0.961 0.961 ----- ----- ----- ----- ----- ----- ----- 0.961
38.70 0.000 766.35 0.960 0.959 ----- ----- ----- ----- ----- ----- ----- 0.959
38.80 0.000 766.34 0.958 0.958 ----- ----- ----- ----- ----- ----- ----- 0.958
38.90 0.000 766.33 0.957 0.957 ----- ----- ----- ----- ----- ----- ----- 0.957
39.00 0.000 766.33 0.956 0.956 ----- ----- ----- ----- ----- ----- ----- 0.956
39.10 0.000 766.32 0.955 0.954 ----- ----- ----- ----- ----- ----- ----- 0.954
39.20 0.000 766.32 0.953 0.953 ----- ----- ----- ----- ----- ----- ----- 0.953
39.30 0.000 766.31 0.952 0.952 ----- ----- ----- ----- ----- ----- ----- 0.952
39.40 0.000 766.31 0.951 0.951 ----- ----- ----- ----- ----- ----- ----- 0.951
39.50 0.000 766.30 0.949 0.949 ----- ----- ----- ----- ----- ----- ----- 0.949
39.60 0.000 766.30 0.948 0.948 ----- ----- ----- ----- ----- ----- ----- 0.948
Continues on next page...
SWM Pond Routing
Hydrograph Mscharge Ta Ne
Time Inflow Elevation Civ A CEv B C9v C PfRsr lflWr A Wr B VfiWr C Wr ® Eufii Outflow
(hrs) cfs ft cfs cfs cfS cfs cfS cfS cfs cfs cfs cfs
39.70 0.000 766.29 0.947 0.947 ----- ----- ----- ----- ----- ----- ----- 0.947
39.80 0.000 766.28 0.946 0.946 ----- ----- ----- ----- ----- ----- ----- 0.946
39.90 0.000 766.28 0.944 0.944 ----- ----- ----- ----- ----- ----- ----- 0.944
40.00 0.000 766.27 0.943 0.943 ----- ----- ----- ----- ----- ----- ----- 0.943
40.10 0.000 766.27 0.942 0.942 ----- ----- ----- ----- ----- ----- ----- 0.942
40.20 0.000 766.26 0.941 0.941 ----- ----- ----- ----- ----- ----- ----- 0.941
40.30 0.000 766.26 0.940 0.939 ----- ----- ----- ----- ----- ----- ----- 0.939
40.40 0.000 766.25 0.938 0.938 ----- ----- ----- ----- ----- ----- ----- 0.938
40.50 0.000 766.25 0.937 0.937 ----- ----- ----- ----- ----- ----- ----- 0.937
40.60 0.000 766.24 0.936 0.936 ----- ----- ----- ---- ----- ----- ----- 0.936
40.70 0.000 766.24 0.935 0.934 ----- ----- ----- ---- ----- ----- ----- 0.934
40.80 0.000 766.23 0.933 0.933 ----- ----- ----- ----- ----- ----- ----- 0.933
40.90 0.000 766.22 0.932 0.932 ----- ----- ----- ----- ----- ----- ----- 0.932
41.00 0.000 766.22 0.931 0.931 ----- ----- ----- ----- ----- ----- ----- 0.931
41.10 0.000 766.21 0.930 0.930 ----- ----- ----- ----- ----- ----- ----- 0.930
41.20 0.000 766.21 0.928 0.928 ----- ----- ----- ----- ----- ----- ----- 0.928
41.30 0.000 766.20 0.927 0.927 ----- ----- ----- ----- ----- ----- ----- 0.927
41.40 0.000 766.20 0.926 0.926 ----- ----- ----- ----- ----- ----- ----- 0.926
41.50 0.000 766.19 0.925 0.925 ----- ----- ----- ----- ----- ----- ----- 0.925
41.60 0.000 766.19 0.924 0.923 ----- ----- ----- ----- ----- ----- ----- 0.923
41.70 0.000 766.18 0.922 0.922 ----- ----- ----- ----- ----- ----- ----- 0.922
41.80 0.000 766.18 0.921 0.921 ----- ----- ----- ----- ----- ----- ----- 0.921
41.90 0.000 766.17 0.920 0.919 ----- ----- ----- ----- ----- ----- ----- 0.919
42.00 0.000 766.17 0.919 0.918 ----- ----- ----- ----- ----- ----- ----- 0.918
42.10 0.000 766.16 0.918 0.917 ----- ----- ----- ----- ----- ----- ----- 0.917
42.20 0.000 766.15 0.917 0.916 ----- ----- ----- ----- ----- ----- ----- 0.916
42.30 0.000 766.15 0.915 0.914 ----- ----- ----- ----- ----- ----- ----- 0.914
42.40 0.000 766.14 0.914 0.913 ----- ----- ----- ----- ----- ----- ----- 0.913
Continues on next page...
SWM Pond Routing
Hydrograph Discharge TaNe
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr B Wr C Wr D Exfll Outflow
(hrs) CfS ft cfs cfs cfs cfs cfs cfs cfs CfS cfs cfs
42.50 0.000 766.14 0.913 0.912 ----- ----- ----- ----- ----- ----- ----- 0.912
42.60 0.000 766.13 0.912 0.911 ----- ----- ----- ----- ----- ----- ----- 0.911
42.70 0.000 766.13 0.911 0.909 ----- ----- ----- ----- ----- ----- ----- 0.909
42.80 0.000 766.12 0.910 0.908 ----- ----- ----- ----- ----- ----- ----- 0.908
42.90 0.000 766.12 0.908 0.907 ----- ----- ----- ----- ----- ----- ----- 0.907
43.00 0.000 766.11 0.907 0.906 ----- ----- ----- ----- ----- ----- ----- 0.906
43.10 0.000 766.11 0.906 0.904 ----- ----- ----- ----- ----- ----- ----- 0.904
43.20 0.000 766.10 0.905 0.903 ----- ----- ----- ----- ----- ----- ----- 0.903
43.30 0.000 766.10 0.904 0.902 ----- ----- ----- ----- ----- ----- ----- 0.902
43.40 0.000 766.09 0.903 0.901 ----- ----- ----- ----- ----- ----- ----- 0.901
43.50 0.000 766.09 0.902 0.899 ----- ----- ----- ----- ----- ----- ----- 0.899
43.60 0.000 766.08 0.900 0.898 ----- ----- ----- ----- ----- ----- ----- 0.898
43.70 0.000 766.08 0.899 0.897 ----- ----- ----- ----- ----- ----- ----- 0.897
43.80 0.000 766.07 0.898 0.896 ----- ----- ----- ----- ----- ----- ----- 0.896
43.90 0.000 766.07 0.897 0.894 ----- ----- ----- ----- ----- ----- ----- 0.894
44.00 0.000 766.06 0.896 0.893 ----- ----- ----- ----- ----- ----- ----- 0.893
44.10 0.000 766.06 0.895 0.892 ----- ----- ----- ----- ----- ----- ----- 0.892
44.20 0.000 766.05 0.894 0.891 ----- ----- ----- ----- ----- ----- ----- 0.891
44.30 0.000 766.04 0.892 0.889 ----- ----- ----- ----- ----- ----- ----- 0.889
44.40 0.000 766.04 0.891 0.888 ----- ----- ----- ----- ----- ----- ----- 0.888
44.50 0.000 766.03 0.890 0.887 ----- ----- ----- ----- ----- ----- ----- 0.887
44.60 0.000 766.03 0.889 0.886 ----- ----- ----- ----- ----- ----- ----- 0.886
44.70 0.000 766.02 0.888 0.884 ----- ----- ----- ----- ----- ----- ----- 0.884
44.80 0.000 766.02 0.887 0.883 ----- ----- ----- ----- ----- ----- ----- 0.883
44.90 0.000 766.01 0.886 0.882 ----- ----- ----- ----- ----- ----- ----- 0.882
45.00 0.000 766.01 0.885 0.881 ----- ----- ----- ----- ----- ----- ----- 0.881
45.10 0.000 766.00 0.883 0.880 ----- ----- ----- ----- ----- ----- ----- 0.880
45.20 0.000 766.00 0.882 0.878 ----- ----- ----- ----- ----- ----- ----- 0.878
Continues on next page...
SWM Pond Routing
Time Inflow Elevation Clv A Clv E Clv C PfRsr Wr A Wr E !fir C Wr ® Eufil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
45.30 0.000 765.99 0.881 0.877 ----- ----- ----- ----- ----- ----- ----- 0.877
45.40 0.000 765.99 0.879 0.876 ----- ----- ----- ----- ----- ----- ----- 0.876
45.50 0.000 765.98 0.878 0.874 ----- ----- ----- ----- ----- ----- ----- 0.874
45.60 0.000 765.98 0.876 0.873 ----- ----- ----- ----- ----- ----- ----- 0.873
45.70 0.000 765.97 0.875 0.871 ----- ----- ----- ----- ----- ----- ----- 0.871
45.80 0.000 765.97 0.873 0.870 ----- ----- ----- ---- ----- ----- ----- 0.870
45.90 0.000 765.96 0.872 0.869 ----- ----- ----- ---- ----- ----- ----- 0.869
46.00 0.000 765.95 0.870 0.867 ----- ----- ----- ----- ----- ----- ----- 0.867
46.10 0.000 765.95 0.869 0.866 ----- ----- ----- ----- ----- ----- ----- 0.866
46.20 0.000 765.94 0.867 0.865 ----- ----- ----- ---- ----- ----- ----- 0.865
46.30 0.000 765.94 0.866 0.863 ----- ----- ----- ---- ----- ----- ----- 0.863
46.40 0.000 765.93 0.864 0.862 ----- ----- ----- ----- ----- ----- ----- 0.862
46.50 0.000 765.93 0.863 0.860 ----- ----- ----- ----- ----- ----- ----- 0.860
46.60 0.000 765.92 0.861 0.859 ----- ----- ----- ----- ----- ----- ----- 0.859
46.70 0.000 765.92 0.860 0.858 ----- ----- ----- ----- ----- ----- ----- 0.858
46.80 0.000 765.91 0.858 0.856 ----- ----- ----- ----- ----- ----- ----- 0.856
46.90 0.000 765.91 0.857 0.855 ----- ----- ----- ----- ----- ----- ----- 0.855
47.00 0.000 765.90 0.855 0.854 ----- ----- ----- ----- ----- ----- ----- 0.854
47.10 0.000 765.89 0.854 0.852 ----- ----- ----- ----- ----- ----- ----- 0.852
47.20 0.000 765.89 0.852 0.851 ----- ----- ----- ----- ----- ----- ----- 0.851
47.30 0.000 765.88 0.851 0.850 ----- ----- ----- ----- ----- ----- ----- 0.850
47.40 0.000 765.88 0.849 0.848 ----- ----- ----- ----- ----- ----- ----- 0.848
47.50 0.000 765.87 0.848 0.847 ----- ----- ----- ----- ----- ----- ----- 0.847
47.60 0.000 765.87 0.846 0.846 ----- ----- ----- ----- ----- ----- ----- 0.846
47.70 0.000 765.86 0.845 0.844 ----- ----- ----- ----- ----- ----- ----- 0.844
47.80 0.000 765.86 0.843 0.843 ----- ----- ----- ----- ----- ----- ----- 0.843
47.90 0.000 765.85 0.842 0.842 ----- ----- ----- ----- ----- ----- ----- 0.842
48.00 0.000 765.85 0.840 0.840 ----- ----- ----- ----- ----- ----- ----- 0.840
Continues on next page...
SWM Pond Routing
Fi1fdr®graph Mscharge Table
Time Inflow Elevation Clv A Clv E CIv C PfRsr Wr A Wr E Wr C Wr ® Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
48.10 0.000 765.84 0.839 0.839 ----- ----- ----- ----- ----- ----- ----- 0.839
48.20 0.000 765.84 0.838 0.838 ----- ----- ----- ----- ----- ----- ----- 0.838
48.30 0.000 765.83 0.836 0.836 ----- ----- ----- ----- ----- ----- ----- 0.836
48.40 0.000 765.83 0.835 0.835 ----- ----- ----- ----- ----- ----- ----- 0.835
48.50 0.000 765.82 0.833 0.833 ----- ----- ----- ----- ----- ----- ----- 0.833
48.60 0.000 765.82 0.832 0.832 ----- ----- ----- ----- ----- ----- ----- 0.832
48.70 0.000 765.81 0.831 0.831 ----- ----- ----- ----- ----- ----- ----- 0.831
48.80 0.000 765.80 0.829 0.829 ----- ----- ----- ----- ----- ----- ----- 0.829
48.90 0.000 765.80 0.828 0.828 ----- ----- ----- ----- ----- ----- ----- 0.828
49.00 0.000 765.79 0.827 0.827 ----- ----- ----- ----- ----- ----- ----- 0.827
49.10 0.000 765.79 0.825 0.825 ----- ----- ----- ----- ----- ----- ----- 0.825
49.20 0.000 765.78 0.824 0.824 ----- ----- ----- ----- ----- ----- ----- 0.824
49.30 0.000 765.78 0.822 0.822 ----- ----- ----- ----- ----- ----- ----- 0.822
49.40 0.000 765.77 0.821 0.821 ----- ----- ----- ----- ----- ----- ----- 0.821
49.50 0.000 765.77 0.820 0.820 ----- ----- ----- ----- ----- ----- ----- 0.820
49.60 0.000 765.76 0.818 0.818 ----- ----- ----- ----- ----- ----- ----- 0.818
49.70 0.000 765.76 0.817 0.817 ----- ----- ----- ----- ----- ----- ----- 0.817
49.80 0.000 765.75 0.816 0.816 ----- ----- ----- ----- ----- ----- ----- 0.816
49.90 0.000 765.75 0.814 0.814 ----- ----- ----- ----- ----- ----- ----- 0.814
50.00 0.000 765.74 0.813 0.813 ----- ----- ----- ----- ----- ----- ----- 0.813
5010 0.000 765.74 0.812 0.812 ----- ----- ----- ----- ----- ----- ----- 0.812
50.20 0.000 765.73 0.810 0.810 ----- ----- ----- ----- ----- ----- ----- 0.810
50.30 0.000 765.73 0.809 0.809 ----- ----- ----- ----- ----- ----- ----- 0.809
50.40 0.000 765.72 0.808 0.808 ----- ----- ----- ----- ----- ----- ----- 0.808
50.50 0.000 765.72 0.806 0.806 ----- ----- ----- ----- ----- ----- ----- 0.806
50.60 0.000 765.71 0.805 0.805 ----- ----- ----- ----- ----- ----- ----- 0.805
50.70 0.000 765.71 0.804 Q.804 ----- ----- ----- ----- ----- ----- ----- 0.804

50.80` 0.000 ` 765.70 ` 0.802 0.802 ----- ----- --- ----- ----- ----- ----- 0.802
Continues on next page...
SWM Pond Routing
Hydr©graph Mscharge TaNe
Time Inflow Elevation Clv A Civ E Clv C PfRsr Wr A WP E Wr C Wr ® Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
50.90 0.000 765.70 0.801 0.801 ----- ----- ----- ----- ----- ----- ----- 0.801
51.00 0.000 765.69 0.800 0.800 ----- ----- ----- ----- ----- ----- ----- 0.800
51.10 0.000 765.69 0.798 0.798 ----- ----- ----- ----- ----- ----- ----- 0.798
51.20 0.000 765.68 0.797 0.797 ----- ----- ----- ----- ----- ----- ----- 0.797
51.30 0.000 765.68 0.796 0.795 ----- ----- ----- ----- ----- ----- ----- 0.795
51.40 0.000 765.67 0.794 0.794 ----- ----- ----- ----- ----- ----- ----- 0.794
51.50 0.000 765.67 0.793 0.793 ----- ----- ----- ----- ----- ----- ----- 0.793
51.60 0.000 765.66 0.791 0.791 ----- ----- ----- ----- ----- ----- ----- 0.791
51.70 0.000 765.66 0.790 0.790 ----- ----- ----- ----- ----- ----- ----- 0.790
51.80 0.000 765.65 0.789 0.788 ----- ----- ----- ----- ----- ----- ----- 0.788
51.90 0.000 765.65 0.787 0.787 ----- ----- ----- ----- ----- ----- ----- 0.787
52.00 0.000 765.64 0.786 0.786 ----- ----- ----- ----- ----- ----- ----- 0.786
52.10 0.000 765.64 0.785 0.784 ----- ----- ----- ---- ----- ----- ----- 0.784
52.20 0.000 765.63 0.783 0.783 ----- ----- ----- ----- ----- ----- ----- 0.783
52.30 0.000 765.63 0.782 0.782 ----- ----- ----- ---- ----- ----- ----- 0.782
52.40 0.000 765.62 0.781 0.780 ----- ----- ----- ---- ----- ----- ----- 0.780
52.50 0.000 765.62 0.779 0.779 ----- ----- ----- ---- ----- ----- ----- 0.779
52.60 0.000 765.61 0.778 0.778 ----- ----- ----- ----- ----- ----- ----- 0.778
52.70 0.000 765.61 0.777 0.776 ----- ----- ----- ----- ----- ----- ----- 0.776
52.80 0.000 765.60 0.775 0.775 ----- ----- ----- ----- ----- ----- ----- 0.775
52.90 0.000 765.60 0.774 0.774 ----- ----- ----- ----- ----- ----- ----- 0.774
53.00 0.000 765.59 0.773 0.772 ----- ----- ----- ----- ----- ----- ----- 0.772
53.10 0.000 765.59 0.771 0.771 ----- ----- ----- ----- ----- ----- ----- 0.771
53.20 0.000 765.58 0.770 0.770 ----- ----- ----- ----- ----- ----- ----- 0.770
53.30 0.000 765.58 0.769 0.768 ----- ----- ----- ----- ----- ----- ----- 0.768
53.40 0.000 765.57 0.767 0.767 ----- ----- ----- ----- ----- ----- ----- 0.767
53.50 0.000 765.57 0.766 0.766 ----- ----- ----- ----- ----- ----- ----- 0.766
53.60 0.000 765.56 0.765 0.764 ----- ----- ----- ----- ----- ----- ----- 0.764
Continues on next page...
SWM Pond Routing
Hydrograph Discharge TF-We
Time Inflow Elevation CIv A Clv IS CIv C PfRsr Wr A Wr E Wr C Wr ® Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs CfS CfS cfs cfs cfs cfs
53.70 0.000 765.56 0.763 0.763 ----- ----- ----- ----- ----- ----- ----- 0.763
53.80 0.000 765.55 0.762 0.762 ----- ----- ----- ----- ----- ----- ----- 0.762
53.90 0.000 765.55 0.761 0.760 ----- ----- ----- ----- ----- ----- ----- 0.760
54.00 0.000 765.54 0.760 0.759 ----- ----- ----- ----- ----- ----- ----- 0.759
54.10 0.000 765.54 0.758 0.757 ----- ----- ----- ----- ----- ----- ----- 0.757
54.20 0.000 765.54 0.757 0.756 ----- ----- ----- ----- ----- ----- ----- 0.756
54.30 0.000 765.53 0.756 0.755 ----- ----- ----- ----- ----- ----- ----- 0.755
54.40 0.000 765.53 0.755 0.753 ----- ----- ----- ----- ----- ----- ----- 0.753
54.50 0.000 765.52 0.754 0.752 ----- ----- ----- ----- ----- ----- ----- 0.752
54.60 0.000 765.52 0.752 0.750 ----- ----- ----- ----- ----- ----- ----- 0.750
54.70 0.000 765.51 0.751 0.749 ----- ----- ----- ----- ----- ----- ----- 0.749
54.80 0.000 765.51 0.750 0.748 ----- ----- ----- ----- ----- ----- ----- 0.748
54.90 0.000 765.50 0.749 0.746 ----- ----- ----- ----- ----- ----- ----- 0.746
55.00 0.000 765.50 0.748 0.745 ----- ----- ----- ----- ----- ----- ----- 0.745
55.10 0.000 765.49 0.746 0.744 ----- ----- ----- ----- ----- ----- ----- 0.744
55.20 0.000 765.49 0.745 0.742 ----- ----- ----- ----- ----- ----- ----- 0.742
55.30 0.000 765.48 0.744 0.741 ----- ----- ----- ----- ----- ----- ----- 0.741
55.40 0.000 765.48 0.743 0.740 ----- ----- ----- ----- ----- ----- ----- 0.740
55.50 0.000 765.47 0.742 0.738 ----- ----- ----- ----- ----- ----- ----- 0.738
55.60 0.000 765.47 0.741 0.737 ----- ----- ----- ----- ----- ----- ----- 0.737
55.70 0.000 765.46 0.739 0.735 ----- ----- ----- ----- ----- ----- ----- 0.735
55.80 0.000 765.46 0738 0.734 ----- ----- ----- ----- ----- ----- ----- 0.734
55.90 0.000 765.46 0.737 0.733 ----- ----- ----- ----- ----- ----- ----- 0.733
56.00 0.000 765.45 0.736 0.731 ----- ----- ----- ----- ----- ----- ----- 0.731
56.10 0.000 765.45 0.735 0.730 ----- ----- ----- ----- ----- ----- ----- 0.730
56.20 0.000 765.44 0.733 0.729 ----- ----- ----- - - - ----- ----- ----- 0.729
56.30 0.000 765.44 0.732 0.727 ----- ----- ----- - - - ----- ----- ----- 0.727
56.40 0.000 765.43 0.731 0.726 ----- ----- ----- ----- ----- ----- ----- 0.726
Continues on next page...
SW M Pond Routing
Hydr®graph Mscharge Ti aNe
Time Inflow Elevation Clv A Clv I3 Clv C PfRsr Wr A Wr E Wr C Wr ® Exfil Outflow
(hrs) cfs ft cfS cfS US c$S cfS cfS cfS cfS cfs cfS
56.50 0.000 765.43 0.730 0.725 ----- ----- ----- ----- ----- ----- ----- 0.725
56.60 0.000 765.42 0.729 0.723 ----- ----- ----- ----- ----- ----- ----- 0.723
56.70 0.000 765.42 0.728 0.722 ----- ----- ----- ----- ----- ----- ----- 0.722
56.80 0.000 765.41 0.727 0.721 ----- ----- ----- ---- ----- ----- ----- 0.721
56.90 0.000 765.41 0.725 0.719 ----- ----- ----- ----- ----- ----- ----- 0.719
57.00 0.000 765.41 0.724 0.718 ----- ----- ----- ---- ----- ----- ----- 0.718
57.10 0.000 765.40 0.723 0.717 ----- ----- ----- ---- ----- ----- ----- 0.717
57.20 0.000 765.40 0.722 0.715 ----- ----- ----- ---- ----- ----- ----- 0.715
57.30 0.000 765.39 0.721 0.714 ----- ----- ----- ---- ----- ----- ----- 0.714
57.40 0.000 765.39 0.720 0.713 ----- ----- ----- ---- ----- ----- ----- 0.713
57.50 0.000 765.38 0.719 0.711 ----- ----- ----- ---- ----- ----- ----- 0.711
57.60 0.000 765.38 0.718 0.710 ----- ----- ----- ---- ----- ----- ----- 0.710
57.70 0.000 765.37 0.716 0.708 ----- ----- ----- ---- ----- ----- ----- 0.708
57.80 0.000 765.37 0.715 0.707 ----- ----- ----- ---- ----- ----- ----- 0.707
57.90 0.000 765.36 0.714 0.706 ----- ----- ----- ----- ----- ----- ----- 0.706
58.00 0.000 765.36 0.713 0.704 ----- ----- ----- ----- ----- ----- ----- 0.704
58.10 0.000 765.36 0.712 0.703 ----- ----- ----- ---- ----- ----- ----- 0.703
58.20 0.000 765.35 0.711 0.701 ----- ----- ----- ----- ----- ----- ----- 0.701
58.30 0.000 765.35 0.710 0.700 ----- ----- ----- ----- ----- ----- ----- 0.700
58.40 0.000 765.34 0.709 0.699 ----- ----- ----- ----- ----- ----- ----- 0.699
58.50 0.000 765.34 0.708 0.697 ----- ----- ----- ----- ----- ----- ----- 0.697
58.60 0.000 765.33 0.707 0.696 ----- ----- ----- ----- ----- ----- ----- 0.696
58.70 0.000 765.33 0.706 0.695 ----- ----- ----- ----- ----- ----- ----- 0.695
58.80 0.000 765.33 0.704 0.693 ----- ----- ----- ----- ----- ----- ----- 0.693
58.90 0.000 765.32 0.703 0.692 ----- ----- ----- ----- ----- ----- ----- 0.692
59.00 0.000 765.32 0.702 0.691 ----- ----- ----- ----- ----- ----- ----- 0.691
59.10 0.000 765.31 0.701 0.689 ----- ----- ----- ----- ----- ----- ----- 0.689
59.20 0.000 765.31 0.700 0.688 ----- ----- ----- ----- ----- ----- ----- 0.688
Continues on next page...
SWM Pond Routing
Hydrograph Mscharge Yates
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr E Wr C Wr ® Eufil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
59.30 0.000 765.30 0.699 0.687 ----- ----- ----- ----- ----- ----- ----- 0.687
59.40 0.000 765.30 0.698 0.685 ----- ----- ----- ----- ----- ----- ----- 0.685
59.50 0.000 765.29 0.697 0.684 ----- ----- ----- ----- ----- ----- ----- 0.684
59.60 0.000 765.29 0.696 0.683 ----- ----- ----- ----- ----- ----- ----- 0.683
59.70 0.000 765.29 0.695 0.681 ----- ----- ----- ----- ----- ----- ----- 0.681
59.80 0.000 765.28 0.694 0.680 ----- ----- ----- ----- ----- ----- ----- 0.680
59.90 0.000 765.28 0.693 0.679 ----- ----- ----- ----- ----- ----- ----- 0.679
60.00 0.000 765.27 0.692 0.677 ----- ----- ----- ----- ----- ----- ----- 0.677
60.10 0.000 765.27 0.691 0.676 ----- ----- ----- ----- ----- ----- ----- 0.676
60.20 0.000 765.26 0.690 0.675 ----- ----- ----- ----- ----- ----- ----- 0.675
60.30 0.000 765.26 0.689 0.673 ----- ----- ----- ----- ----- ----- ----- 0.673
60.40 0.000 765.26 0.688 0.672 ----- ----- ----- ----- ----- ----- ----- 0.672
60.50 0.000 765.25 0.687 0.671 ----- ----- ----- ----- ----- ----- ----- 0.671
60.60 0.000 765.25 0.685 0.669 ----- ----- ----- ----- ----- ----- ----- 0.669
60.70 0.000 765.24 0.683 0.668 ----- ----- ----- ----- ----- ----- ----- 0.668
60.80 0.000 765.24 0.681 0.666 ----- ----- ----- ----- ----- ----- ----- 0.666
60.90 0.000 765.24 0.679 0.665 ----- ----- ----- ----- ----- ----- ----- 0.665
61.00 0.000 765.23 0.678 0.664 ----- ----- ----- ----- ----- ----- ----- 0.664
61.10 0.000 765.23 0.676 0.662 ----- ----- ----- ----- ----- ----- ----- 0.662
61.20 0.000 765.22 0.674 0.661 ----- ----- ----- ----- ----- ----- ----- 0.661
61.30 0.000 765.22 0.672 0.659 ----- ----- ----- ----- ----- ----- ----- 0.659
61.40 0.000 765.21 0.670 0.658 ----- ----- ----- ----- ----- ----- ----- 0.658
61.50 0.000 765.21 0.668 0.657 ----- ----- ----- ----- ----- ----- ----- 0.657
61.60 0.000 765.21 0.667 0.655 ----- ----- ----- ----- ----- ----- ----- 0.655
61.70 0.000 765.20 0.665 0.654 ----- ----- ----- ----- ----- ----- ----- 0.654
61.80 0.000 765.20 0.663 0.653 ----- ----- ----- ----- ----- ----- ----- 0.653
61.90 0.000 76519 0.661 0.651 ----- ----- ----- ----- ----- ----- ----- 0.651
62.00 0.000 76519 0.659 0.650 ----- ----- ----- ----- ----- ----- ----- 0.650
Continues on next page...
SWM Pond Routing
I ydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C PfRsr Wr A Wr E Wr C Wr ® WN Outflow
(hrs) CfS ft CfS cfs cfs cfs cfs CfS cfs CfS CfS cfs
62.10 0.000 765.19 0.658 0.648 ----- ----- ----- ----- ----- ----- ----- 0.648
62.20 0.000 765.18 0.656 0.647 ----- ----- ----- - --- ----- ----- ----- 0.647
62.30 0.000 765.18 0.654 0.646 ----- ----- ----- - --- ----- ----- ----- 0.646
62.40 0.000 765.17 0.652 0.644 ----- ----- ----- ----- ----- ----- ----- 0.644
62.50 0.000 765.17 0.650 0.643
----- ----- ----- -----
----- ----- -----
0.643
62.60 0.000 765.17 0.649 0.642 ----- ----- ----- ----- ----- ----- ----- 0.642
62.70 0.000 765.16 0.647 0.640 ----- ----- ----- ----- ----- ----- ----- 0.640
62.80 0.000 765.16 0.645 0.639 ----- ----- ----- ----- ----- ----- ----- 0.639
62.90 0.000 765.15 0.643 0.638 ----- ----- ----- ----- ----- ----- ----- 0.638
63.00 0.000 765.15 0.641 0.636 ----- ----- ----- ---- ----- ----- ----- 0.636
63.10 0.000 765.15 0.640 0.635 ----- ----- ----- ----- ----- ----- ----- 0.635
63.20 0.000 765.14 0.638 0.634 ----- ----- ----- ----- ----- ----- ----- 0.634
63.30 0.000 765.14 0.636 0.632 ----- ----- ----- ---- ----- ----- ----- 0.632
63.40 0.000 765.13 0.634 0.631 ----- ----- ----- ----- ----- ----- ----- 0.631
63.50 0.000 765.13 0.633 0.630 ----- ----- ----- ---- ----- ----- ----- 0.630
63.60 0.000 765.13 0.631 0.628 ----- ----- ----- ----- ----- ----- ----- 0.628
63.70 0.000 765.12 0.629 0.627 ----- ----- ----- ----- ----- ----- ----- 0.627
63.80 0.000 765.12 0.627 0.626 ----- ----- ----- ----- ----- ----- ----- 0.626
63.90 0.000 765.11 0.626 0.624 ----- ----- ----- ----- ----- ----- ----- 0.624
64.00 0.000 765.11 0.624 0.623 ----- ----- ----- ----- ----- ----- ----- 0.623
64.10 0.000 765.11 0.622 0.622 ----- ----- ----- ----- ----- ----- ----- 0.622
64.20 0.000 765.10 0.621 0.620 ----- ----- ----- ----- ----- ----- ----- 0.620
64.30 0.000 765.10 0.619 0.619 ----- ----- ----- ----- ----- ----- ----- 0.619
64.40 0.000 765.09 0.618 0.618 ----- ----- ----- ----- ----- ----- ----- 0.618
64.50 0.000 765.09 0.617 0.616 ----- ----- ----- ----- ----- ----- ----- 0.616
64.60 0.000 765.09 0.616 0.615 ----- ----- ----- ----- ----- ----- ----- 0.615
64.70 0.000 765.08 0.615 0.613 ----- ----- ----- ----- ----- ----- ----- 0.613
64.80 0.000 765.08 0.614 0.612 ----- ----- ----- ----- ----- ----- ----- 0.612
Continues on next page...
SWN Pond Routing
H ydrograph Mscha rge TaNe
Time Inflow Elevation Clv A Clv E Clv C PfRsr Wr A Wr E Wr C Wr ® Exfil Outflow
(tars) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
64.90 0.000 765.07 0.614 0.611 ----- ----- ----- ----- ----- ----- ----- 0.611
65.00 0.000 765.07 0.613 0.609 ----- ----- ----- ----- ----- ----- ----- 0.609
65.10 0.000 765.07 0.612 0.608 ----- ----- ----- ----- ----- ----- ----- 0.608
65.20 0.000 765.06 0.611 0.606 ----- ----- ----- ----- ----- ----- ----- 0.606
65.30 0.000 765.06 0.610 0.605 ----- ----- ----- ----- ----- ----- ----- 0.605
65.40 0.000 765.06 0.609 0.604 ----- ----- ----- ----- ----- ----- ----- 0.604
65.50 0.000 765.05 0.608 0.602 ----- ----- ----- ----- ----- ----- ----- 0.602
65.60 0.000 765.05 0.607 0.601 ----- ----- ----- ----- ----- ----- ----- 0.601
65.70 0.000 765.04 0.606 0.599 ----- ----- ----- ----- ----- ----- ----- 0.599
65.80 0.000 765.04 0.605 0.598 ----- ----- ----- ---- ----- ----- ----- 0.598
65.90 0.000 765.04 0.604 0.597 ----- ----- ----- ----- ----- ----- ----- 0.597
66.00 0.000 765.03 0.603 0.595 ----- ----- ----- ----- ----- ----- ----- 0.595
66.10 0.000 765.03 0.602 0.594 ----- ----- ----- ----- ----- ----- ----- 0.594
66.20 0.000 765.03 0.601 0.593 ----- ----- ----- ----- ----- ----- ----- 0.593
66.30 0.000 765.02 0.600 0.591 ----- ----- ----- ----- ----- ----- ----- 0.591
66.40 0.000 765.02 0.599 0.590 ----- ----- ----- ----- ----- ----- ----- 0.590
66.50 0.000 765.01 0.598 0.589 ----- ----- ----- ----- ----- ----- ----- 0.589
66.60 0.000 765.01 0.598 0.587 ----- ----- ----- ---- ----- ----- ----- 0.587
66.70 0.000 765.01 0.597 0.586 ----- ----- ----- ----- ----- ----- ----- 0.586
66.80 0.000 765.00 0.596 0.585 ----- ----- ----- ----- ----- ----- ----- 0.585
66.90 0.000 765.00 0.595 0.583 ----- ----- ----- ---- ----- ----- ----- 0.583
67.00 0.000 765.00 0.594 0.582 ----- ----- ----- ----- ----- ----- ----- 0.582
67.10 0.000 764.99 0.593 0.581 ----- ----- ----- ----- ----- ----- ----- 0.581
67.20 0.000 764.99 0.592 0.579 ----- ----- ----- ---- ----- ----- ----- 0.579
67.30 0.000 764.98 0.591 0.578 ----- ----- ----- ---- ----- ----- ----- 0.578
67.40 0.000 764.98 0.590 0.577 ----- ----- ----- ---- ----- ----- ----- 0.577
67.50 0.000 764.98 0.589 0.575 ----- ----- ----- ----- ----- ----- ----- 0.575
67.60 0.000 764.97 0.588 0.574 ----- ----- ----- ---- ----- ----- ----- 0.574
Continues on next page...
SWM Pond Routing
Hydrrogr app Mschar ge TaNis
Time lnflow Elevation Clv A Clv E Clv C PfRsr Wr A Wr B Wr C Wr ® EXfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
67.70 0.000 764.97 0.588 0.573 ----- ----- ----- ----- ----- ----- ----- 0.573
67.80 0.000 764.97 0.587 0.571 ----- ----- ----- ----- ----- ----- ----- 0.571
67.90 0.000 764.96 0.586 0.570 ----- ----- ----- ----- ----- ----- ----- 0.570
68.00 0.000 764.96 0.585 0.569 ----- ----- ----- ----- ----- ----- ----- 0.569
68.10 0.000 764.96 0.584 0.567 ----- ----- ----- ----- ----- ----- ----- 0.567
68.20 0.000 764.95 0.583 0.566 ----- ----- ----- ----- ----- ----- ----- 0.566
68.30 0.000 764.95 0.582 0.565 ----- ----- ----- ----- ----- ----- ----- 0.565
68.40 0.000 764.94 0.580 0.563 ----- ----- ----- ----- ----- ----- ----- 0.563
68.50 0.000 764.94 0.579 0.562 ----- ----- ----- ----- ----- ----- ----- 0.562
68.60 0.000 764.94 0.577 0.560 ----- ----- ----- ----- ----- ----- ----- 0.560
68.70 0.000 764.93 0.576 0.559 ----- ----- ----- ----- ----- ----- ----- 0.559
68.80 0.000 764.93 0.574 0.558 ----- ----- ----- ----- ----- ----- ----- 0.558
68.90 0.000 764.93 0.573 0.556 ----- ----- ----- ----- ----- ----- ----- 0.556
69.00 0.000 764.92 0.572 0.555 ----- ----- ----- ----- ----- ----- ----- 0.555
69.10 0.000 764.92 0.570 0.553 ----- ----- ----- ----- ----- ----- ----- 0.553
69.20 0.000 764.92 0.569 0.552 ----- ----- ----- ----- ----- ----- ----- 0.552
69.30 0.000 764.91 0.567 0.551 ----- ----- ----- ----- ----- ----- ----- 0.551
69.40 0.000 764.91 0.566 0.549 ----- ----- ----- ----- ----- ----- ----- 0.549
69.50 0.000 764.91 0.564 0.548 ----- ----- ----- ----- ----- ----- ----- 0.548
69.60 0.000 764.90 0.563 0.546 ----- ----- ----- ----- ----- ----- ----- 0.546
69.70 0.000 764.90 0.561 0.545 ----- ----- ----- ----- ----- ----- ----- 0.545
69.80 0.000 764.90 0.560 0.544 ----- ----- ----- ----- ----- ----- ----- 0.544
69.90 0.000 764.89 0.558 0.542 ----- ----- ----- ----- ----- ----- ----- 0.542
70.00 0.000 764.89 0.557 0.541 ----- ----- ----- ----- ----- ----- ----- 0.541
70.10 0.000 764.89 0.556 0.540 ----- ----- ----- ----- ----- ----- ----- 0.540
70.20 0.000 764.88 0.554 0.538 ----- ----- ----- ----- ----- ----- ----- 0.538
70.30 0.000 764.88 0.553 0.537 ----- ----- ----- ----- ----- ----- ----- 0.537
70.40 0.000 764.88 0.551 0.535 ----- ----- ----- ----- ----- ----- ----- 0.535
Continues on next page...
SWM Pond Routing

Time Inflow Elevation Civ A Clv E Clv C PfRsr Wr A Wr E Wr C Wr ® Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cf5 cfs cfs
70.50 0.000 764.87 0.550 0.534 ----- ----- ----- ----- ----- ----- ----- 0.534
70.60 0.000 764.87 0.548 0.533 ----- ----- ----- ----- ----- ----- ----- 0.533
70.70 0.000 764.87 0.547 0.531 ----- ----- ----- ----- ----- ----- ----- 0.531
70.80 0.000 764.86 0.546 0.530 ----- ----- ----- ----- ----- ----- ----- 0.530
70.90 0.000 764.86 0.544 0.529 ----- ----- ----- ----- ----- ----- ----- 0.529
71.00 0.000 764.86 0.543 0.527 ----- ----- ----- ----- ----- ----- ----- 0.527
71.10 0.000 764.85 0.541 0.526 ----- ----- ----- ----- ----- ----- ----- 0.526
71.20 0.000 764.85 0.540 0.525 ----- ----- ----- ----- ----- ----- ----- 0.525
71.30 0.000 764.85 0.539 0.523 ----- ----- ----- ----- ----- ----- ----- 0.523
71.40 0.000 764.84 0.537 0.522 ----- ----- ----- ----- ----- ----- ----- 0.522
71.50 0.000 764.84 0.536 0.521 ----- ----- ----- ----- ----- ----- ----- 0.521
71.60 0.000 764.84 0.534 0.519 ----- ----- ----- ----- ----- ----- ----- 0.519
71.70 0.000 764.83 0.533 0.518 ----- ----- ----- ----- ----- ----- ----- 0.518
71.80 0.000 764.83 0.532 0.517 ----- ----- ----- ----- ----- ----- ----- 0.517
71.90 0.000 764.83 0.530 0.515 ----- ----- ----- ----- ----- ----- ----- 0.515
72.00 0.000 764.82 0.529 0.514 ----- ----- ----- ----- ----- ----- ----- 0.514
72.10 0.000 764.82 0.528 0.513 ----- ----- ----- ----- ----- ----- ----- 0.513
72.20 0.000 764.82 0.526 0.512 ----- ----- ----- ----- ----- ----- ----- 0.512
72.30 0.000 764.81 0.525 0.510 ----- ----- ----- ----- ----- ----- ----- 0.510
72.40 0.000 764.81 0.524 0.509 ----- ----- ----- ----- ----- ----- ----- 0.509
72.50 0.000 764.81 0.522 0.508 ----- ----- ----- ----- ----- ----- ----- 0.508
72.60 0.000 764.80 0.521 0.506 ----- ----- ----- ----- ----- ----- ----- 0.506
72.70 0.000 764.80 0.520 0.505 ----- ----- ----- ----- ----- ----- ----- 0.505
72.80 0.000 764.80 0.518 0.504 ----- ----- ----- ----- ----- ----- ----- 0.504
72.90 0.000 764.79 0.516 0.502 ----- ----- ----- ----- ----- ----- ----- 0.502
73.00 0.000 764.79 0.514 0.501 ----- ----- ----- ----- ----- ----- ----- 0.501
73.10 0.000 764.79 0.513 0.499 ----- ----- ----- ----- ----- ----- ----- 0.499
73.20 0.000 764.78 0.511 0.498 ----- ----- ----- --- ----- ----- ----- 0.498
Continues on next page...
SWM Pond Routing
Hydr ograph Mschar ge Tees
Time Inflow Elevation Clv A Clv E Clv C BfRsr Wr A Mgr B Wr C Wr ® Eufil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
----- 496
----- 0
73.30 0.000 764.78 0.509 0.496 ----- ----- ----- .
----- ----- 0.495
73.40 0.000 764.78 0.507 0.495 ----- ----- -----
73.50 0.000 764.78 0.506 0.494 ----- ----- ----- ----- ----- 0.494
73.60 0.000 764.77 0.504 0.492 ----- - --- ----- ----- ----- 0.492
73.70 0.000 764.77 0.502 0.491 ----- ----- ----- ----- ----- 0.491
73.80 0.000 764.77 0.500 0.489 ----- ----- ----- ----- ----- 0.489
73.90 0.000 764.76 0.499 0.488 ----- ----- ----- ----- ----- ----- 0.488
74.00 0.000 764.76 0.497 0.486 ----- ----- ----- ----- ----- 0.486
74.10 0.000 764.76 0.495 0.485 ----- ----- ----- ----- ----- 0.485
74.20 0.000 764.75 0.494 0.484 ----- ----- ----- ----- ----- ----- 0.484
74.30 0.000 764.75 0.492 0.482 ----- ----- ----- ----- ----- ----- 0.482
74.40 0.000 764.75 0.490 0.481 ----- ----- ----- ----- ----- ----- 0.481
74.50 0.000 764.74 0.489 0.480 ----- ----- ----- ----- ----- ----- ----- 0.480
74.60 0.000 764.74 0.487 0.478 ----- ----- ----- ----- ----- ----- 0.478
74.70 0.000 764.74 0.485 0.477 ----- ----- ----- ----- ----- ----- 0.477
74.80 0.000 764.74 0.484 0.475 ----- ----- ----- ----- ----- ----- 0.475
74.90 0.000 764.73 0.482 0.474 ----- ----- ----- ----- ----- ----- 0.474
75.00 0.000 764.73 0.480 0.473 ----- ----- ----- ----- ----- ----- ----- 0.473
75.10 0.000 764.73 0.479 0.471 ----- ----- ----- ----- ----- ----- ----- 0.471
75.20 0.000 764.72 0.477 0.470 ----- ----- ----- ----- ----- ----- ----- 0.470
75.30 0.000 764.72 0.475 0.469 ----- ----- ----- ----- ----- ----- ----- 0.469
75.40 0.000 764.72 0.474 0.467 ----- ----- ----- ----- ----- ----- ----- 0.467
75.50 0.000 764.71 0.472 0.466 ----- ----- ----- ----- ----- ----- ----- 0.466
75.60 0.000 764.71 0.471 0.465 ----- ----- ----- ----- ----- ----- ----- 0.465
75.70 0.000 764.71 0.469 0.463 ----- ----- ----- ----- ----- ----- ----- 0.463
75.80 0.000 764.71 0.467 0.462 ----- ----- ----- ----- ----- ----- ----- 0.462
75.90 0.000 764.70 0.466 0.461 ----- ----- ----- ----- ----- ----- ----- 0.461
76.00 0.000 764.70 0.464 0.459 ----- ----- ----- ----- ----- ----- ----- 0.459
Continues on next page...
SWM Pond Routing
Hydr®graph Mscharge TaWe
Time Inflow Elevation Clv A Clv E Clv C PfRsr Wr A Wr E Wr C Wr ® Exfil Outflow
(to r5) cfS ft cfs cfs cfS cfs cfS cfs cfS cfS cfs cfs
76.10 0.000 764.70 0.462 0.458 ----- ----- ----- ----- ----- ----- ----- 0.458
76.20 0.000 764.69 0.461 0.457 ----- ----- ----- ----- ----- ----- ----- 0.457
76.30 0.000 764.69 0.459 0.455 ----- ----- ----- ----- ----- ----- ----- 0.455
76.40 0.000 764.69 0.458 0.454 ----- ----- ----- ----- ----- ----- ----- 0.454
76.50 0.000 764.69 0.456 0.453 ----- ----- ----- ----- ----- ----- ----- 0.453
76.60 0.000 764.68 0.455 0.451 ----- ----- ----- ----- ----- ----- ----- 0.451
76.70 0.000 764.68 0.453 0.450 ----- ----- ----- ----- ----- ----- ----- 0.450
76.80 0.000 764.68 0.451 0.449 ----- ----- ----- ----- ----- ----- ----- 0.449
76.90 0.000 764.67 0.450 0.447 ----- ----- ----- ----- ----- ----- ----- 0.447
77.00 0.000 764.67 0.448 0.446 ----- ----- ----- ----- ----- ----- ----- 0.446
77.10 0.000 764.67 0.447 0.445 ----- ----- ----- ----- ----- ----- ----- 0.445
77.20 0.000 764.67 0.445 0.444 ----- ----- ----- ----- ----- ----- ----- 0.444
77.30 0.000 764.66 0.444 0.442 ----- ----- ----- ----- ----- ----- ----- 0.442
77.40 0.000 764.66 0.442 0.441 ----- ----- ----- ----- ----- ----- ----- 0.441
77.50 0.000 764.66 0.441 0.440 ----- ----- ----- ----- ----- ----- ----- 0.440
77.60 0.000 764.65 0.439 0.438 ----- ----- ----- ----- ----- ----- ----- 0.438
77.70 0.000 764.65 0.437 0.437 ----- ----- ----- ----- ----- ----- ----- 0.437
77.80 0.000 764.65 0.436 0.436 ----- ----- ----- ----- ----- ----- ----- 0.436
77.90 0.000 764.65 0.435 0.434 ----- ----- ----- ----- ----- ----- ----- 0.434
78.00 0.000 764.64 0.433 0.433 ----- ----- ----- ----- ----- ----- ----- 0.433
78.10 0.000 764.64 0.432 0.431 ----- ----- ----- ----- ----- ----- ----- 0.431
78.20 0.000 764.64 0.430 0.430 ----- ----- ----- ----- ----- ----- ----- 0.430
78.30 0.000 764.64 0.429 0.428 ----- ----- ----- ---- ----- ----- ----- 0.428
78.40 0.000 764.63 0.427 0.427 ----- ----- ----- ----- ----- ----- ----- 0.427
78.50 0.000 764.63 0.426 0.426 ----- ----- ----- ----- ----- ----- ----- 0.426
78.60 0.000 764.63 0.425 0.424 ----- ----- ----- ---- ----- ----- ----- 0.424
78.70 0.000 764.62 0.423 0.423 ----- ----- ----- ----- ----- ----- ----- 0.423
78.80 0.000 764.62 0.422 0.421 ----- ----- ----- ----- ----- ----- ----- 0.421
Continues on next page...
SWM Pond Routing
Time inflow Elevation Civ A Civ E Civ C PfRsr Wr A Wr E Wr C Wr ® Ey-fii Outflow
(hrs) cfs ft cfs cfS cfs cfs cfs cfs cfs cfs cfs cfs
78.90 0.000 764.62 0.420 0.420 ----- ----- ----- ----- ----- ----- ----- 0.420
79.00 0.000 764.62 0.419 0.418 ----- ----- ----- ----- ----- ----- ----- 0.418
79.10 0.000 764.61 0.418 0.417 ----- ----- ----- - --- ----- ----- ----- 0.417
79.20 0.000 764.61 0.416 0.415 ----- ----- ----- ----- ----- ----- ----- 0.415
79.30 0.000 764.61 0.415 0.414 ----- ----- ----- - --- ----- ----- ----- 0.414
79.40 0.000 764.61 0.413 0.413 ----- ----- ----- ----- ----- ----- ----- 0.413
79.50 0.000 764.60 0.412 0.411 ----- ----- ----- ----- ----- ----- ----- 0.411
79.60 0.000 764.60 0.411 0.410 ----- ----- ----- ----- ----- ----- ----- 0.410
79.70 0.000 764.60 0.409 0.408 ----- ----- ----- ----- ----- ----- ----- 0.408
79.80 0.000 764.60 0.408 0.407 ----- ----- ----- ----- ----- ----- ----- 0.407
79.90 0.000 764.59 0.407 0.406 ----- ----- ----- ----- ----- ----- ----- 0.406
80.00 0.000 764.59 0.405 0.404 ----- ----- ----- ----- ----- ----- ----- 0.404
80.10 0.000 764.59 0.404 0.403 ----- ----- ----- ---- ----- ----- ----- 0.403
80.20 0.000 764.59 0.403 0.401 ----- ----- ----- ----- ----- ----- ----- 0.401
80.30 0.000 764.58 0.401 0.400 ----- ----- ----- ----- ----- ----- ----- 0.400
80.40 0.000 764.58 0.400 0.399 ----- ----- ----- ----- ----- ----- ----- 0.399
80.50 0.000 764.58 0.399 0.397 ----- ----- ----- ---- ----- ----- ----- 0.397
80.60 0.000 764.58 0.397 0.396 ----- ----- ----- ----- ----- ----- ----- 0.396
80.70 0.000 764.57 0.396 0.395 ----- ----- ----- ----- ----- ----- ----- 0.395
80.80 0.000 764.57 0.395 0.393 ----- ----- ----- ----- ----- ----- ----- 0.393
80.90 0.000 764.57 0.393 0.392 ----- ----- ----- ----- ----- ----- ----- 0.392
81.00 0.000 764.57 0.392 0.391 ----- ----- ----- ----- ----- ----- ----- 0.391
81.10 0.000 764.56 0.391 0.389 ----- ----- ----- ----- ----- ----- ----- 0.389
81.20 0.000 764.56 0.390 0.388 ----- ----- ----- ----- ----- ----- ----- 0.388
81.30 0.000 764.56 0.388 0.387 ----- ----- ----- ----- ----- ----- ----- 0.387
81.40 0.000 764.56 0.387 0.385 ----- ----- ----- ----- ----- ----- ----- 0.385
81.50 0.000 764.55 0.386 0.384 ----- ----- ----- ----- ----- ----- ----- 0.384
81.60 0.000 764.55 0.384 0.383 ----- ----- ----- ----- ----- ----- ----- 0.383
Continues on next page...
SWM Pond Routing
Hydrograph Discharge Table
Time Mlow, Elevation Clv A Clv B Clv C PfRsr iliWr A Wr B !!fir C Wr ® Exfil Outflow
(hrs) Cfs ft Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs Cfs
81.70 0.000 764.55 0.383 0.381 ----- ----- ----- ----- ----- ----- ----- 0.381
81.80 0.000 764.55 0.382 0.380 ----- ----- ----- ----- ----- ----- ----- 0.380
81.90 0.000 764.54 0.381 0.379 ----- ----- ----- ----- ----- ----- ----- 0.379
82.00 0.000 764.54 0.379 0.377 ----- ----- ----- ----- ----- ----- ----- 0.377
82.10 0.000 764.54 0.378 0.376 ----- ----- ----- ----- ----- ----- ----- 0.376
82.20 0.000 764.54 0.377 0.375 ----- ----- ----- ----- ----- ----- ----- 0.375
82.30 0.000 764.53 0.376 0.373 ----- ----- ----- ----- ----- ----- ----- 0.373
82.40 0.000 764.53 0.374 0.372 ----- ----- ----- ----- ----- ----- ----- 0.372
82.50 0.000 764.53 0.373 0.371 ----- ----- ----- ----- ----- ----- ----- 0.371
82.60 0.000 764.53 0.372 0.370 ----- ----- ----- ----- ----- ----- ----- 0.370
82.70 0.000 764.53 0.371 0.368 ----- ----- ----- ----- ----- ----- ----- 0.368
82.80 0.000 764.52 0.369 0.367 ----- ----- ----- ----- ----- ----- ----- 0.367
82.90 0.000 764.52 0.368 0.366 ----- ----- ----- ----- ----- ----- ----- 0.366
83.00 0.000 764.52 0.367 0.365 ----- ----- ----- ----- ----- ----- ----- 0.365
83.10 0.000 764.52 0.366 0.363 ----- ----- ----- ----- ----- ----- ----- 0.363
83.20 0.000 764.51 0.365 0.362 ----- ----- ----- ----- ----- ----- ----- 0.362
83.30 0.000 764.51 0.363 0.361 ----- ----- ----- ----- ----- ----- ----- 0.361
83.40 0.000 764.51 0.362 0.360 ----- ----- ----- ----- ----- ----- ----- 0.360
83.50 0.000 764.51 0.361 0.358 ----- ----- ----- ----- ----- ----- ----- 0.358
83.60 0.000 764.50 0.360 0.357 ----- ----- ----- ----- ----- ----- ----- 0.357
83.70 0.000 764.50 0.359 0.356 ----- ----- ----- ----- ----- ----- ----- 0.356
83.80 0.000 764.50 0.357 0.355 ----- ----- ----- ----- ----- ----- ----- 0.355
83.90 0.000 764.50 0.356 0.353 ----- ----- ----- ----- ----- ----- ----- 0.353
84.00 0.000 764.50 0.355 0.352 ----- ----- ----- ----- ----- ----- ----- 0.352
84.10 0.000 764.49 0.354 0.350 ----- ----- ----- ----- ----- ----- ----- 0.350
84.20 0.000 764.49 0.353 0.349 ----- ----- ----- ----- ----- ----- ----- 0.349
84.30 0.000 764.49 0.352 0.347 ----- ----- ----- ----- ----- ----- ----- 0.347
84.40 0.000 764.49 0.351 0.346 --- - ----- ----- ----- ----- ----- ----- 0.346
Continues on next page...
SWM Pond Routing
Time Inflow Elevation Civ A Civ E Civ C PfPsr Wr A Wr E Wr C Wr ® Exfii Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
84.50 0.000 764.48 0.350 0.344 ----- ----- ----- ----- ----- ----- ----- 0.344
84.60 0.000 764.48 0.349 0.343 ----- ----- ----- - --- ----- ----- ----- 0.343
84.70 0.000 764.48 0.348 0.341 ----- ----- ----- ----- ----- ----- ----- 0.341
84.80 0.000 764.48 0.346 0.340 ----- ----- ----- ----- ----- ----- ----- 0.340
84.90 0.000 764.47 0.345 0.338 ----- ----- ----- ----- ----- ----- ----- 0.338
85.00 0.000 764.47 0.344 0.337 ----- ----- ----- ----- ----- ----- ----- 0.337
85.10 0.000 764.47 0.343 0.335 ----- ----- ----- ----- ----- ----- ----- 0.335
85.20 0.000 764.47 0.342 0.334 ----- ----- ----- ----- ----- ----- ----- 0.334
85.30 0.000 764.47 0.341 0.332 ----- ----- ----- ----- ----- ----- ----- 0.332
85.40 0.000 764.46 0.340 0.331 ----- ----- ----- ----- ----- ----- ----- 0.331
85.50 0.000 764.46 0.339 0.330 ----- ----- ----- ---- ----- ----- ----- 0.330
85.60 0.000 764.46 0.338 0.328 ----- ----- ----- ---- ----- ----- ----- 0.328
85.70 0.000 764.46 0.337 0.327 ----- ----- ----- ----- ----- ----- ----- 0.327
85.80 0.000 764.45 0.336 0.325 ----- ----- ----- ----- ----- ----- ----- 0.325
85.90 0.000 764.45 0.335 0.324 ----- ----- ----- ----- ----- ----- ----- 0.324
86.00 0.000 764.45 0.334 0.322 ----- ----- ----- ----- ----- ----- ----- 0.322
86.10 0.000 764.45 0.332 0.321 ----- ----- ----- ----- ----- ----- ----- 0.321
86.20 0.000 764.45 0.330 0.320 ----- ----- ----- ----- ----- ----- ----- 0.320
86.30 0.000 764.44 0.328 0.318 ----- ----- ----- ----- ----- ----- ----- 0.318
86.40 0.000 764.44 0.326 0.317 ----- ----- ----- ----- ----- ----- ----- 0.317
86.50 0.000 764.44 0.324 0.315 ----- ----- ----- ----- ----- ----- ----- 0.315
86.60 0.000 764.44 0.323 0.314 ----- ----- ----- ----- ----- ----- ----- 0.314
86.70 0.000 764.43 0.321 0.313 ----- ----- ----- ----- ----- ----- ----- 0.313
86.80 0.000 764.43 0.319 0.311 ----- ----- ----- ----- ----- ----- ----- 0.311
86.90 0.000 764.43 0.317 0.310 ----- ----- ----- ----- ----- ----- ----- 0.310
87.00 0.000 764.43 0.315 0.308 ----- ----- ----- ----- ----- ----- ----- 0.308
87.10 0.000 764.43 0.313 0.307 ----- ----- ----- ----- ----- ----- ----- 0.307
87.20 0.000 764.42 0.312 0.306 ----- ----- ----- ----- ----- ----- ----- 0.306
Continues on next page...
SWM Pond Routing
Hydr®graph Mscharge TaNe
Time Inflow Elevation Clv A Clv B CIv C PfRsr Wr A Wr E Wr C Wr ® Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
87.30 0.000 764.42 0.310 0.304 ----- ----- ----- ----- ----- ----- ----- 0.304
87.40 0.000 764.42 0.308 0.303 ----- ----- ----- ----- ----- ----- ----- 0.303
87.50 0.000 764.42 0.306 0.302 ----- ----- ----- ----- ----- ----- ----- 0.302
87.60 0.000 764.42 0.304 0.300 ----- ----- ----- ----- ----- ----- ----- 0.300
87.70 0.000 764.41 0.303 0.299 ----- ----- ----- ----- ----- ----- ----- 0.299
87.80 0.000 764.41 0.301 0.298 ----- ----- ----- ----- ----- ----- ----- 0.298
87.90 0.000 764.41 0.299 0.296 ----- ----- ----- ----- ----- ----- ----- 0.296
88.00 0.000 764.41 0.297 0.295 ----- ----- ----- ----- ----- ----- ----- 0.295
88.10 0.000 764.41 0.296 0.294 ----- ----- ----- ----- ----- ----- ----- 0.294
88.20 0.000 764.40 0.294 0.292 ----- ----- ----- ----- ----- ----- ----- 0.292
88.30 0.000 764.40 0.292 0.291 ----- ----- ----- ----- ----- ----- ----- 0.291
88.40 0.000 764.40 0.291 0.290 ----- ----- ----- ----- ----- ----- ----- 0.290
88.50 0.000 764.40 0.289 0.288 ----- ----- ----- ----- ----- ----- ----- 0.288
88.60 0.000 764.40 0.287 0.286 ----- ----- ----- ----- ----- ----- ----- 0.286
88.70 0.000 764.39 0.286 0.285 ----- ----- ----- ----- ----- ----- ----- 0.285
88.80 0.000 764.39 0.284 0.283 ----- ----- ----- ----- ----- ----- ----- 0.283
88.90 0.000 764.39 0.283 0.281 ----- ----- ----- ----- ----- ----- ----- 0.281
89.00 0.000 764.39 0.281 0.280 ----- ----- ----- ----- ----- ----- ----- 0.280
89.10 0.000 764.39 0.280 0.278 ----- ----- ----- ----- ----- ----- ----- 0.278
89.20 0.000 764.38 0.278 0.277 ----- ----- ----- ----- ----- ----- ----- 0.277
89.30 0.000 764.38 0.277 0.275 ----- ----- ----- ----- ----- ----- ----- 0.275
89.40 0.000 764.38 0.275 0.273 ----- ----- ----- ----- ----- ----- ----- 0.273
89.50 0.000 764.38 0.274 0.272 ----- ----- ----- ----- ----- ----- ----- 0.272
89.60 0.000 764.38 0.273 0.270 ----- ----- ----- ----- ----- ----- ----- 0.270
89.70 0.000 764.38 0.271 0.269 ----- ----- ----- ----- ----- ----- ----- 0.269
89.80 0.000 764.37 0.270 0.267 ----- ----- ----- ----- ----- ----- ----- 0.267
89.90 0.000 764.37 0.268 0.265 ----- ----- ----- ----- ----- ----- ----- 0.265
90.00 0.000 764.37 0.267 0.264 ----- ----- ----- ----- ----- ----- ----- 0.264
Continues on next page...
SWM Pond Routing
Hydrograph Mscharge TaNe
Time Mlow Elevation CIv A CIv S CIv C PfRsr W!r A W9r S ter C W4r ® Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
9010 0.000 764.37 0.265 0.262 ----- ----- ----- ----- ----- ----- ----- 0.262
90.20 0.000 764.37 0.264 0.261 ----- ----- ----- ----- ----- ----- ----- 0.261
90.30 0.000 764.36 0.263 0.259 ----- ----- ----- ----- ----- ----- ----- 0.259
90.40 0.000 764.36 0.261 0.258 ----- ----- ----- ----- ----- ----- ----- 0.258
90.50 0.000 764.36 0.260 0.256 ----- ----- ----- ----- ----- ----- ----- 0.256
90.60 0.000 764.36 0.259 0.255 ----- ----- ----- ----- ----- ----- ----- 0.255
90.70 0.000 764.36 0.257 0.253 ----- ----- ----- ----- ----- ----- ----- 0.253
90.80 0.000 764.36 0.256 0.252 ----- ----- ----- ----- ----- ----- ----- 0.252
90.90 0.000 764.35 0.254 0.250 ----- ----- ----- ---- ----- ----- ----- 0.250
91.00 0.000 764.35 0.253 0.249 ----- ----- ----- ---- ----- ----- ----- 0.249
91.10 0.000 764.35 0.252 0.247 ----- ----- ----- ----- ----- ----- ----- 0.247
91.20 0.000 764.35 0.250 0.246 ----- ----- ----- ----- ----- ----- ----- 0.246
91.30 0.000 764.35 0.249 0.244 ----- ----- ----- ----- ----- ----- ----- 0.244
91.40 0.000 764.35 0.247 0.242 ----- ----- ----- ----- ----- ----- ----- 0.242
91.50 0.000 764.34 0.245 0.241 ----- ----- ----- ----- ----- ----- ----- 0.241
91.60 0.000 764.34 0.243 0.239 ----- ----- ----- ----- ----- ----- ----- 0.239
91.70 0.000 764.34 0.242 0.237 ----- ----- ----- ----- ----- ----- ----- 0.237
91.80 0.000 764.34 0.240 0.236 ----- ----- ----- ----- ----- ----- ----- 0.236
91.90 0.000 764.34 0.238 0.234 ----- ----- ----- ----- ----- ----- ----- 0.234
92.00 0.000 764.34 0.237 0.233 ----- ----- ----- ----- ----- ----- ----- 0.233
92.10 0.000 764.33 0.235 0.231 ----- ----- ----- ----- ----- ----- ----- 0.231
92.20 0.000 764.33 0.233 0.229 ----- ----- ----- ----- ----- ----- ----- 0.229
92.30 0.000 764.33 0.232 0.228 ----- ----- ----- ----- ----- ----- ----- 0.228
92.40 0.000 764.33 0.230 0.226 ----- ----- ----- ----- ----- ----- ----- 0.226
92.50 0.000 764.33 0.229 0.225 ----- ----- ----- ----- ----- ----- ----- 0.225
92.60 0.000 764.33 0.227 0.223 ----- ----- ----- ----- ----- ----- ----- 0.223
92.70 0.000 764.33 0.226 0.222 ----- ----- ----- ----- ----- ----- ----- 0.222
92.80 0.000 754.32 0.224 0.220 ----- ----- ----- ----- ----- ----- ----- 0.220
Continues on next page...
SWM Pond Routing
E ydrograph Mecharge Tales
Time Inflow Elevation CIv A CIv B CIv C PfRsr Wr A Wr B Wr C Wr ® Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
92.90 0.000 764.32 0.222 0.219 ----- ----- ----- ----- ----- ----- ----- 0.219
93.00 0.000 764.32 0.221 0.217 ----- ----- ----- ----- ----- ----- ----- 0.217
93.10 0.000 764.32 0.219 0.216 ----- ----- ----- ----- ----- ----- ----- 0.216
93.20 0.000 764.32 0.218 0.214 ----- ----- ----- ----- ----- ----- ----- 0.214
93.30 0.000 764.32 0.216 0.213 ----- ----- ----- ----- ----- ----- ----- 0.213
93.40 0.000 764.31 0.215 0.211 ----- ----- ----- ----- ----- ----- ----- 0.211
93.50 0.000 764.31 0.213 0.210 ----- ----- ----- ----- ----- ----- ----- 0.210
93.60 0.000 764.31 0.212 0.208 ----- ----- ----- ----- ----- ----- ----- 0.208
93.70 0.000 764.31 0.210 0.207 ----- ----- ----- ----- ----- ----- ----- 0.207
93.80 0.000 764.31 0.209 0.205 ----- ----- ----- ----- ----- ----- ----- 0.205
93.90 0.000 764.31 0.208 0.204 ----- ----- ----- ----- ----- ----- ----- 0.204
94.00 0.000 764.31 0.206 0.202 ----- ----- ----- ----- ----- ----- ----- 0.202
94.10 0.000 764.31 0.205 0.201 ----- ----- ----- ----- ----- ----- ----- 0.201
94.20 0.000 764.30 0.203 0.200 ----- ----- ----- ----- ----- ----- ----- 0.200
94.30 0.000 764.30 0.202 0.198 ----- ----- ----- ----- ----- ----- ----- 0.198
94.40 0.000 764.30 0.200 0.197 ----- ----- ----- ----- ----- ----- ----- 0.197
94.50 0.000 764.30 0.199 0.196 ----- ----- ----- ----- ----- ----- ----- 0.196
94.60 0.000 764.30 0.198 0.194 ----- ----- ----- ----- ----- ----- ----- 0.194
94.70 0.000 764.30 0.197 0.193 ----- ----- ----- ----- ----- ----- ----- 0.193
94.80 0.000 764.30 0.196 0.192 ----- ----- ----- ----- ----- ----- ----- 0.192
94.90 0.000 764.29 0.194 0.190 ----- ----- ----- ----- ----- ----- ----- 0.190
95.00 0.000 764.29 0193 0.189 ----- ----- ----- ----- ----- ----- ----- 0189
95.10 0.000 764.29 0.192 0.188 ----- ----- ----- ----- ----- ----- ----- 0.188
95.20 0.000 764.29 0.191 0.186 ----- ----- ----- ----- ----- ----- ----- 0.186
95.30 0.000 764.29 0.190 0.185 ----- ----- ----- ----- ----- ----- ----- 0.185
95.40 0.000 764.29 0.189 0.184 ----- ----- ----- ----- ----- ----- ----- 0.184
95.50 0.000 764.29 0.188 0.183 ----- ----- ----- ----- ----- ----- ----- 0.183
95.60 0.000 764.29 0.187 0.181 ----- ----- ----- ----- ----- ----- ----- 0181
Continues on next page...
SWM Pond Routing
Time Inflow EievaitIon Civ A C!v B Civ C PfRsr Wr eta !(fir E Wr C Wr ® Exfii Outflow
(hrs) offs ft cffs cfs cfs cfs cfs cfs cfs cffs cfs offs
95.70 0.000 764.28 0.186 0.180 ----- ----- ----- ---- ----- ----- ----- 0.180
95.80 0.000 764.28 0.185 0.179 ----- ----- ----- ----- ----- ----- ----- 0.179
95.90 0.000 764.28 0.184 0.178 ----- ----- ----- ---- ----- ----- ----- 0.178
96.00 0.000 764.28 0.182 0.177 ----- ----- ----- ---- ----- ----- ----- 0.177
96.10 0.000 764.28 0.181 0.175 ----- ----- ----- ---- ----- ----- ----- 0.175
96.20 0.000 764.28 0.180 0.174 ----- ----- ----- ----- ----- ----- ----- 0.174
96.30 0.000 764.28 0.179 0.173 ----- ----- ----- ----- ----- ----- ----- 0.173
96.40 0.000 764.28 0.178 0.172 ----- ----- ----- ---- ----- ----- ----- 0.172
96.50 0.000 764.27 0.177 0.171 ----- ----- ----- ----- ----- ----- ----- 0.171
96.60 0.000 764.27 0.176 0.169 ----- ----- ----- ---- ----- ----- ----- 0.170
96.70 0.000 764.27 0.175 0.168 ----- ----- ----- ----- ----- ----- ----- 0.168
96.80 0.000 764.27 0.174 0.167 ----- ----- ----- ----- ----- ----- ----- 0.167
96.90 0.000 764.27 0.173 0.166 ----- ----- ----- ----- ----- ----- ----- 0.166
97.00 0.000 764.27 0.172 0.165 ----- ----- ----- ----- ----- ----- ----- 0.165
97.10 0.000 764.27 0.171 0.164 ----- ----- ----- ----- ----- ----- ----- 0.164
97.20 0.000 764.27 0.170 0.163 ----- ----- ----- ----- ----- ----- ----- 0.163
97.30 0.000 764.27 0.169 0.162 ----- ----- ----- ----- ----- ----- ----- 0.162
97.40 0.000 764.26 0.168 0.160 ----- ----- ----- ----- ----- ----- ----- 0.161
97.50 0.000 764.26 0.167 0.159 ----- ----- ----- ----- ----- ----- ----- 0.159
97.60 0.000 764.26 0.166 0.158 ----- ----- ----- ----- ----- ----- ----- 0.158
97.70 0.000 764.26 0.166 0.157 ----- ----- ----- ----- ----- ----- ----- 0.157
97.80 0.000 764.26 0.165 0.156 ----- ----- ----- ----- ----- ----- ----- 0.156
97.90 0.000 764.26 0.164 0.155 ----- ----- ----- ----- ----- ----- ----- 0.155
98.00 0.000 764.26 0.163 0.154 ----- ----- ----- ----- ----- ----- ----- 0.154
98.10 0.000 764.26 0.162 0.153 ----- ----- ----- ----- ----- ----- ----- 0.153
98.20 0.000 764.26 0.161 0.152 ----- ----- ----- ----- ----- ----- ----- 0.152
98.30 0.000 764.26 0.160 0.151 ----- ----- ----- ----- ----- ----- ----- 0.151
98.40 0.000 754.25 0159 0.150 ----- ----- ----- ----- ----- ----- ----- 0.150
Continues on next page...
SWM Pond Routing
Hydrograph Discharge TaNe
Time Inflow Elevation Clv A CIv E CIv C PfRsr Wr A Wr 8 Wr C Wr ® Eufil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
98.50 0.000 764.25 0.158 0.149 ----- ----- ----- ----- ----- ----- ----- 0.149
98.60 0.000 764.25 0.157 0.148 ----- ----- ----- ----- ----- ----- ----- 0.148
98.70 0.000 764.25 0.156 0.147 ----- ----- ----- ----- ----- ----- ----- 0.147
98.80 0.000 764.25 0.156 0.146 ----- ----- ----- ---- ----- ----- ----- 0.146
98.90 0.000 764.25 0.154 0.145 ----- ----- ----- ----- ----- ----- ----- 0.145
99.00 0.000 764.25 0.153 0.144 ----- ----- ----- ----- ----- ----- ----- 0.144
99.10 0.000 764.25 0.152 0.143 ----- ----- ----- ----- ----- ----- ----- 0.143
99.20 0.000 764.25 0.151 0.142 ----- ----- ----- ----- ----- ----- ----- 0.142
99.30 0.000 764.25 0.150 0.141 ----- ----- ----- ----- ----- ----- ----- 0.141
99.40 0.000 764.24 0.149 0.140 ----- ----- ----- ----- ----- ----- ----- 0.140
99.50 0.000 764.24 0.148 0.140 ----- ----- ----- ---- ----- ----- ----- 0.140
99.60 0.000 764.24 0.147 0.139 ----- ----- ----- ----- ----- ----- ----- 0.139
99.70 0.000 764.24 0.146 0.138 ----- ----- ----- ----- ----- ----- ----- 0.138
99.80 0.000 764.24 0.145 0.137 ----- ----- ----- ----- ----- ----- ----- 0.137
99.90 0.000 764.24 0.144 0.136 ----- ----- ----- ----- ----- ----- ----- 0.136
100.00 0.000 764.24 0.143 0.135 ----- ----- ----- ----- ----- ----- ----- 0.135
100.10 0.000 764.24 0.142 0.134 ----- ----- ----- ----- ----- ----- ----- 0.134
100.20 0.000 764.24 0.141 0.134 ----- ----- ----- ----- ----- ----- ----- 0.134
100.30 0.000 764.24 0.140 0.133 ----- ----- ----- ----- ----- ----- ----- 0.133
100.40 0.000 764.23 0.139 0.132 ----- ----- ----- ----- ----- ----- ----- 0.132
100.50 0.000 764.23 0.138 0.131 ----- ----- ----- ----- ----- ----- ----- 0.131
100.60 0.000 764.23 0.137 0.130 ----- ----- ----- ----- ----- ----- ----- 0.130
100.70 0.000 764.23 0.136 0.129 ----- ----- ----- ----- ----- ----- ----- 0.129
100.80 0.000 764.23 0.135 0.129 ----- ----- ----- ----- ----- ----- ----- 0.129
100.90 0.000 764.23 0134 0.128 ----- ----- ----- ----- ----- ----- ----- 0.128
101.00 0.000 764.23 0.133 0.127 ----- ----- ----- ----- ----- ----- ----- 0.127
101.10 0.000 764.23 0.132 0.126 ----- ----- ----- ----- ----- ----- ----- 0.126
101.20 0.000 764.23 0.131 0.125 ----- ----- ----- ----- ----- ----- ----- 0.125
Continues on next page...
SWM Pond Routing
Hydrograph Mscharge Tees
Time Inflow Elevation Civ A Civ B Civ C PffRsr Wr A Wr S Wr C Wr ® Exffii Outflow
(ars) cfS ft cfS cfS cfS cfS cfS cffS US cfS cfS cfS
101.30 0.000 764.23 0.130 0.125 ----- ----- --- ----- ----- ----- 0.125
101.40 0.000 764.23 0.129 0.124 ----- ----- ---- ----- ----- ----- 0.124
101.50 0.000 764.23 0.128 0.123 ----- ----- ----- ----- ----- ----- ----- 0.123
101.60 0.000 764.22 0.127 0.122 ----- ----- ----- ----- ----- ----- 0.122
101.70 0.000 764.22 0.126 0.122 ----- ----- ----- ----- ----- ----- ----- 0.122
101.80 0.000 764.22 0.125 0.121 ----- ----- ----- ----- ----- ----- ----- 0.121
101.90 0.000 764.22 0.124 0.120 ----- ----- ----- ----- ----- ----- ----- 0.120
102.00 0.000 764.22 0.123 0.119 ----- ----- ----- ----- ----- ----- ----- 0.119
102.10 0.000 764.22 0.123 0.119 ----- ----- ----- ----- ----- ----- ----- 0.119
102.20 0.000 764.22 0.122 0.118 ----- ----- ----- ---- ----- ----- ----- 0.118
102.30 0.000 764.22 0.121 0.117 ----- ----- ----- ---- ----- ----- ----- 0.117
102.40 0.000 764.22 0.120 0.116 ----- ----- ----- ----- ----- ----- ----- 0.116
102.50 0.000 764.22 0.119 0.116 ----- ----- ----- ----- ----- ----- ----- 0.116
102.60 0.000 764.22 0.118 0.115 ----- ----- ----- ----- ----- ----- ----- 0.115
102.70 0.000 764.22 0.117 0.114 ----- ----- ----- ----- ----- ----- ----- 0.114
102.80 0.000 764.22 0.116 0.113 ----- ----- ----- ----- ----- ----- ----- 0.113
102.90 0.000 764.21 0.116 0.113 ----- ----- ----- ----- ----- ----- ----- 0.113
103.00 0.000 764.21 0.115 0.112 ----- ----- ----- ----- ----- ----- ----- 0.112
103.10 0.000 764.21 0.114 0.111 ----- ----- ----- ----- ----- ----- ----- 0.111
103.20 0.000 764.21 0.113 0.111 ----- ----- ----- ----- ----- ----- ----- 0.111
103.30 0.000 764.21 0.112 0.110 ----- ----- ----- ----- ----- ----- ----- 0.110
103.40 0.000 764.21 0.111 0.109 ----- ----- ----- ----- ----- ----- ----- 0.109
103.50 0.000 764.21 0.111 0.109 ----- ----- ----- ----- ----- ----- ----- 0.109
103.60 0.000 764.21 0.110 0.108 ----- ----- ----- ----- ----- ----- ----- 0.108
103.70 0.000 764.21 0.109 0.107 ----- ----- ----- ----- ----- ----- ----- 0.107
103.80 0.000 764.21 0.108 0.107 ----- ----- ----- ----- ----- ----- ----- 0.107
103.90 0.000 764.21 0.107 0.106 ----- ----- ----- ----- ----- ----- ----- 0.106
104.00 0.000 764.21 0.106 0.105 ----- ----- ----- ----- ----- ----- ----- 0.105
Continues on next page...
SWM Pond Routing
Hydrograph Mscharge TaNe
Time Inflow Elevation Clv A Clv E Clv C PfRSr Wr A Wr B Wr C Wr D Eufil Outflow
(tars) cfS ft cfS cfS cfS cfS cfS cfS cfS cfS cfS c$S
104.10 0.000 764.21 0.106 0.105 ----- ----- ----- ----- ----- ----- ----- 0.105
104.20 0.000 764.20 0.105 0.104 ----- ----- ----- ----- ----- ----- ----- 0.104
104.30 0.000 764.20 0.104 0.103 ----- ----- ----- ----- ----- ----- ----- 0.103
104.40 0.000 764.20 0.103 0.103 ----- ----- ----- ----- ----- ----- ----- 0.103
104.50 0.000 764.20 0.103 0.102 ----- ----- ----- ----- ----- ----- ----- 0.102
104.60 0.000 764.20 0.102 0.101 ----- ----- ----- ----- ----- ----- ----- 0.101
104.70 0.000 764.20 0.101 0.101 ----- ----- ----- ----- ----- ----- ----- 0.101
104.80 0.000 764.20 0.100 0.100 ----- ----- ----- ----- ----- ----- ----- 0.100
104.90 0.000 764.20 0.100 0.099 ----- ----- ----- ----- ----- ----- ----- 0.099
105.00 0.000 764.20 0.099 0.099 ----- ----- ----- ----- ----- ----- ----- 0.099
105.10 0.000 764.20 0.098 0.098 ----- ----- ----- ----- ----- ----- ----- 0.098
105.20 0.000 764.20 0.098 0.098 ----- ----- ----- ----- ----- ----- ----- 0.098
105.30 0.000 764.20 0.097 0.097 ----- ----- ----- ----- ----- ----- ----- 0.097
105.40 0.000 764.20 0.097 0.097 ----- ----- ----- ----- ----- ----- ----- 0.097
105.50 0.000 764.20 0.096 0.096 ----- ----- ----- ----- ----- ----- ----- 0.096
105.60 0.000 764.20 0.096 0.096 ----- ----- ----- ----- ----- ----- ----- 0.096
105.70 0.000 764.19 0.095 0.095 ----- ----- ----- ----- ----- ----- ----- 0.095
105.80 0.000 764.19 0.095 0.095 ----- ----- ----- ----- ----- ----- ----- 0.095
105.90 0.000 764.19 0.094 0.094 ----- ----- ----- ---- ----- ----- ----- 0.094
106.00 0.000 764.19 0.094 0.094 ----- ----- ----- ----- ----- ----- ----- 0.094
106.10 0.000 764.19 0.093 0.093 ----- ----- ----- ----- ----- ----- ----- 0.093
106.20 0.000 764.19 0.092 0.092 ----- ----- ----- ----- ----- ----- ----- 0.092
106.30 0.000 764.19 0.092 0.092 ----- ----- ----- ---- ----- ----- ----- 0.092
106.40 0.000 764.19 0.091 0.091 ----- ----- ----- ----- ----- ----- ----- 0.091
106.50 0.000 764.19 0.091 0.091 ----- ----- ----- ---- ----- ----- ----- 0.091
106.60 0.000 764.19 0.090 0.090 ----- ----- ----- ----- ----- ----- ----- 0.090
106.70 0.000 764.19 0.090 0.090 ----- ----- ----- ---- ----- ----- ----- 0.090
106.80 0.000 76419 0.089 0.089 ----- ----- ----- ---- ----- ----- ----- 0.089
Continues on next page...
SWM Pond Routing
Hydrograph Mecharge Ti aMe
Time Wlow Elevation Clv A Clv B Clv C PfRsr Wr A l41Wr B Wr C Wr ® Exfil Outflow
(tars) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
106.90 0.000 764.19 0.089 0.089 ----- ----- ----- - --- ----- ----- ----- 0.089
107.00 0.000 764.19 0.088 0.088 ----- ----- ----- - --- ----- ----- ----- 0.088
107.10 0.000 764.19 0.088 0.088 ----- ----- ----- ----- ----- ----- ----- 0.088
107.20 0.000 764.19 0.087 0.087 ----- ----- ----- ----- ----- ----- ----- 0.087
107.30 0.000 764.18 0.087 0.087 ----- ----- ----- ----- ----- ----- ----- 0.087
107.40 0.000 764.18 0.086 0.086 ----- ----- ----- ----- ----- ----- ----- 0.086
107.50 0.000 764.18 0.086 0.086 ----- ----- ----- ----- ----- ----- ----- 0.086
107.60 0.000 764.18 0.085 0.085 ----- ----- ----- ----- ----- ----- ----- 0.086
107.70 0.000 764.18 0.085 0.085 ----- ----- ----- ----- ----- ----- ----- 0.085
107.80 0.000 764.18 0.085 0.085 ----- ----- ----- ----- ----- ----- ----- 0.085
107.90 0.000 764.18 0.084 0.084 ----- ----- ----- ----- ----- ----- ----- 0.084
108.00 0.000 764.18 0.084 0.084 ----- ----- ----- ----- ----- ----- ----- 0.084
108.10 0.000 764.18 0.083 0.083 ----- ----- ----- ----- ----- ----- ----- 0.083
108.20 0.000 764.18 0.083 0.083 ----- ----- ----- ----- ----- ----- ----- 0.083
108.30 0.000 764.18 0.082 0.082 ----- ----- ----- ---- ----- ----- ----- 0.082
108.40 0.000 764.18 0.082 0.082 ----- ----- ----- ---- ----- ----- ----- 0.082
108.50 0.000 764.18 0.081 0.081 ----- ----- ----- ---- ----- ----- ----- 0.081
108.60 0.000 764.18 0.081 0.081 ----- ----- ----- ----- ----- ----- ----- 0.081
108.70 0.000 764.18 0.080 0.080 ----- ----- ----- ---- ----- ----- ----- 0.080
108.80 0.000 764.18 0.080 0.080 ----- ----- ----- ----- ----- ----- ----- 0.080
108.90 0.000 764.18 0.080 0.079 ----- ----- ----- ----- ----- ----- ----- 0.079
109.00 0.000 764.18 0.079 0.079 ----- ----- ----- ----- ----- ----- ----- 0.079
109.10 0.000 764.17 0.079 0.079 ----- ----- ----- ----- ----- ----- ----- 0.079
109.20 0.000 764.17 0.078 0.078 ----- ----- ----- ----- ----- ----- ----- 0.078
109.30 0.000 764.17 0.078 0.078 ----- ----- ----- ----- ----- ----- ----- 0.078
109.40 0.000 764.17 0.077 0.077 ----- ----- ----- ----- ----- ----- ----- 0.077
109.50 0.000 764.17 0.077 0.077 ----- ----- ----- ----- ----- ----- ----- 0.077
109.60 0.000 764.17 0.076 0.076 ----- ----- ----- ----- ----- ----- ----- 0.076
Continues on next page...
SWM Pond Routing
Hydrograph Mscharge TaMe
Time Inflow Elevation Clv A Clv E CIv C PfRsr Wr A Wr E Wr C Wr ® Exfil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
109.70 0.000 764.17 0.076 0.076 ----- ----- ----- ----- ----- ----- ----- 0.076
109.80 0.000 764.17 0.076 0.076 ----- ----- ----- ----- ----- ----- ----- 0.076
109.90 0.000 764.17 0.075 0.075 ----- ----- ----- ----- ----- ----- ----- 0.075
110.00 0.000 764.17 0.075 0.075 ----- ----- ----- ----- ----- ----- ----- 0.075
110.10 0.000 764.17 0.074 0.074 ----- ----- ----- ----- ----- ----- ----- 0.074
110.20 0.000 764.17 0.074 0.074 ----- ----- ----- ----- ----- ----- ----- 0.074
110.30 0.000 764.17 0.074 0.073 ----- ----- ----- ----- ----- ----- ----- 0.073
110.40 0.000 764.17 0.073 0.073 ----- ----- ----- ----- ----- ----- ----- 0.073
110.50 0.000 764.17 0.073 0.073 ----- ----- ----- ----- ----- ----- ----- 0.073
110.60 0.000 764.17 0.072 0.072 ----- ----- ----- ----- ----- ----- ----- 0.072
110.70 0.000 764.17 0.072 0.072 ----- ----- ----- ----- ----- ----- ----- 0.072
110.80 0.000 764.17 0.071 0.071 ----- ----- ----- ----- ----- ----- ----- 0.071
110.90 0.000 764.17 0.071 0.071 ----- ----- ----- ----- ----- ----- ----- 0.071
111.00 0.000 764.16 0.071 0.071 ----- ----- ----- ----- ----- ----- ----- 0.071
111.10 0.000 764.16 0.070 0.070 ----- ----- ----- ----- ----- ----- ----- 0.070
111.20 0.000 764.16 0.070 0.070 ----- ----- ----- ----- ----- ----- ----- 0.070
111.30 0.000 764.16 0.069 0.069 ----- ----- ----- ----- ----- ----- ----- 0.069
111.40 0.000 764.16 0.069 0.069 ----- ----- ----- ----- ----- ----- ----- 0.069
111.50 0.000 764.16 0.069 0.069 ----- ----- ----- ----- ----- ----- ----- 0.069
111.60 0.000 764.16 0.068 0.068 ----- ----- ----- ----- ----- ----- ----- 0.068
111.70 0.000 764.16 0.068 0.068 ----- ----- ----- ----- ----- ----- ----- 0.068
111.80 0.000 764.16 0.068 0.068 ----- ----- ----- ----- ----- ----- ----- 0.068
111.90 0.000 764.16 0.067 0.067 ----- ----- ----- ----- ----- ----- ----- 0.067
112.00 0.000 764.16 0.067 0.067 ----- ----- ----- ----- ----- ----- ----- 0.067
112.10 0.000 764.16 0.066 0.066 ----- ----- ----- ----- ----- ----- ----- 0.066
112.20 0.000 764.16 0.066 0.066 ----- ----- ----- ----- ----- ----- ----- 0.066
112.30 0.000 764.16 0.066 0.066 ----- ----- ----- ----- ----- ----- ----- 0.066
112.40 0.000 764.16 0.065 0.065 ----- ----- ----- ----- ----- ----- ----- 0.065
Continues on next page...
SWM Pond Routing
Hydrograph Mscharge Tab® s
Time Inflow Elevation CIv A Clv B CIv C PfRsr Wr A Wr E Wr C Wr ® Eufil Outflow
(hrs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cf5
112.50 0.000 764.16 0.065 0.065 ----- ----- ----- ----- ----- ----- ----- 0.065
112.60 0.000 764.16 0.065 0.065 ----- ----- ----- ----- ----- ----- ----- 0.065
112.70 0.000 764.16 0.064 0.064 ----- ----- ----- - --- ----- ----- ----- 0.064
112.80 0.000 764.16 0.064 0.064 ----- ----- ----- ----- ----- ----- ----- 0.064
112.90 0.000 764.16 0.064 0.064 ----- ----- ----- ----- ----- ----- ----- 0.064
113.00 0.000 764.16 0.063 0.063 ----- ----- ----- ----- ----- ----- ----- 0.063
113.10 0.000 764.16 0.063 0.063 ----- ----- ----- ----- ----- ----- ----- 0.063
113.20 0.000 764.16 0.062 0.062 ----- ----- ----- ----- ----- ----- ----- 0.062
113.30 0.000 764.15 0.062 0.062 ----- ----- ----- ----- ----- ----- ----- 0.062
113.40 0.000 764.15 0.062 0.062 ----- ----- ----- ----- ----- ----- ----- 0.062
113.50 0.000 764.15 0.061 0.061 ----- ----- ----- ----- ----- ----- ----- 0.061
113.60 0.000 764.15 0.061 0.061 ----- ----- ----- ----- ----- ----- ----- 0.061
113.70 0.000 764.15 0.061 0.061 ----- ----- ----- ----- ----- ----- ----- 0.061
113.80 0.000 764.15 0.060 0.060 ----- ----- ----- ----- ----- ----- ----- 0.060
113.90 0.000 764.15 0.060 0.060 ----- ----- ----- ---- ----- ----- ----- 0.060
114.00 0.000 764.15 0.060 0.060 ----- ----- ----- ----- ----- ----- ----- 0.060
114.10 0.000 764.15 0.059 0.059 ----- ----- ----- ----- ----- ----- ----- 0.059
114.20 0.000 764.15 0.059 0.059 ----- ----- ----- ---- ----- ----- ----- 0.059
114.30 0.000 764.15 0.059 0.059 ----- ----- ----- ----- ----- ----- ----- 0.059
114.40 0.000 764.15 0.058 0.058 ----- ----- ----- ----- ----- ----- ----- 0.058
114.50 0.000 764.15 0.058 0.058 ----- ----- ----- ----- ----- ----- ----- 0.058
114.60 0.000 764.15 0.058 0.058 ----- ----- ----- ----- ----- ----- ----- 0.058
114.70 0.000 764.15 0.058 0.058 ----- ----- ----- ----- ----- ----- ----- 0.058
114.80 0.000 764.15 0.058 0.057 ----- ----- ----- ----- ----- ----- ----- 0.057
114.90 0.000 764.15 0.057 0.057 ----- ----- ----- ----- ----- ----- ----- 0.057
115.00 0.000 764.15 0.057 0.057 ----- ----- ----- ----- ----- ----- ----- 0.057
115.10 0.000 764.15 0.057 0.057 ----- ----- ----- ----- ----- ----- ----- 0.057
115.20 0.000 764.15 0.057 0.056 ----- ----- ----- ----- ----- ----- ----- 0.056
Continues on next page. .
SWM Pond Routing
Hydr®¢grraph Mschar¢gs TaNcs
Time Mlow Elevation Clv A Clv B Clv C PfRsr ifYr A Wr B Wr C Wr D EMfil Outflow
(hrs) cfs ft cfs Cfs Cfs cfs cfs cfs Cfs cfs Cfs Cfs
115.30 0.000 764.15 0.056 0.056 ----- ----- ----- ----- ----- ----- ----- 0.056
115.40 0.000 764.15 0.056 0.056 ----- ----- ----- ----- ----- ----- ----- 0.056
115.50 0.000 764.15 0.056 0.056 ----- ----- ----- ----- ----- ----- ----- 0.056
115.60 0.000 764.15 0.056 0.056 ----- ----- ----- ----- ----- ----- ----- 0.056
115.70 0.000 764.15 0.056 0.055 ----- ----- ----- ----- ----- ----- ----- 0.055
115.80 0.000 764.14 0.055 0.055 ----- ----- ----- ----- ----- ----- ----- 0.055
115.90 0.000 764.14 0.055 0.055 ----- ----- ----- ----- ----- ----- ----- 0.055
116.00 0.000 764.14 0.055 0.055 ----- ----- ----- ----- ----- ----- ----- 0.055
116.10 0.000 764.14 0.055 0.054 ----- ----- ----- ----- ----- ----- ----- 0.054
116.20 0.000 764.14 0.055 0.054 ----- ----- ----- ----- ----- ----- ----- 0.054
116.30 0.000 764.14 0.054 0.054 ----- ----- ----- ----- ----- ----- ----- 0.054
116.40 0.000 764.14 0.054 0.054 ----- ----- ----- ----- ----- ----- ----- 0.054
116.50 0.000 764.14 0.054 0.054 ----- ----- ----- ----- ----- ----- ----- 0.054
116.60 0.000 764.14 0.054 0.053 ----- ----- ----- ----- ----- ----- ----- 0.053
116.70 0.000 764.14 0.054 0.053 ----- ----- ----- ----- ----- ----- ----- 0.053
116.80 0.000 764.14 0.053 0.053 ----- ----- ----- ----- ----- ----- ----- 0.053
116.90 0.000 764.14 0.053 0.053 ----- ----- ----- ----- ----- ----- ----- 0.053
117.00 0.000 764.14 0.053 0.052 ----- ----- ----- ----- ----- ----- ----- 0.052
117.10 0.000 764.14 0.053 0.052 ----- ----- ----- ----- ----- ----- ----- 0.052
117.20 0.000 764.14 0.053 0.052 ----- ----- ----- ----- ----- ----- ----- 0.052
117.30 0.000 764.14 0.052 0.052 ----- ----- ----- ----- ----- ----- ----- 0.052
117.40 0.000 764.14 0.052 0.052 ----- ----- ----- ----- ----- ----- ----- 0.052
117.50 0.000 764.14 0.052 0.051 ----- ----- ----- ----- ----- ----- ----- 0.051
117.60 0.000 764.14 0.052 0.051 ----- ----- ----- ----- ----- ----- ----- 0.051
117.70 0.000 754.14 0.052 0.051 ----- ----- ----- ----- ----- ----- ----- 0.051
117.80 0.000 764.14 0.051 0.051 ----- ----- ----- ----- ----- ----- ----- 0.051
117.90 0.000 764.14 0.051 0.051 ----- ----- ----- ----- ----- ----- ----- 0.051
118.00 0.000 754.14 0.051 0.050 ----- ----- ----- ----- ----- ----- ----- 0.050
Continues on nest page...
SWM Pond Routing
HIydrogrraph Mscharge Tab;e
Time Inflow Elevation Clv A Clv E Clv C PfRsr Wr A Wr E Wr C Wr ® Exfil
(h rs) cfs ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
118.10 0.000 764.14 0.051 0.050 ----- ----- ----- ----- ----- ----- -----
118.20 0.000 764.14 0.051 0.050 ----- ----- ----- ----- ----- ----- -----
118.30 0.000 764.14 0.051 0.050 ----- ----- ----- ----- ----- ----- -----
118.40 0.000 764.14 0.050 0.049 ----- ----- ----- ----- ----- ----- -----
118.50 0.000 764.14 0.050 0.049 ----- ----- ----- ----- ----- ----- -----
118.60 0.000 764.13 0.050 0.049 ----- ----- ----- ----- ----- ----- -----
118.70 0.000 764.13 0.050 0.049 ----- ----- ----- ----- ----- ----- -----
118.80 0.000 764.13 0.050 0.049 ----- ----- ----- ----- ----- ----- -----
118.90 0.000 764.13 0.049 0.048 ----- ----- ----- ----- ----- ----- -----
119.00 0.000 764.13 0.049 0.048 ----- ----- ----- ----- ----- ----- -----
119.10 0.000 764.13 0.049 0.048 ----- ----- ----- ----- ----- ----- -----
119.20 0.000 764.13 0.049 0.048 ----- ----- ----- ----- ----- ----- -----
119.30 0.000 764.13 0.049 0.048 ----- ----- ----- ----- ----- ----- -----
119.40 0.000 764.13 0.049 0.047 ----- ----- ----- ---- ----- ----- -----
119.50 0.000 764.13 0.048 0.047 ----- ----- ----- ----- ----- ----- -----
119.60 0.000 764.13 0.048 0.047 ----- ----- ----- ----- ----- ----- -----
119.70 0.000 764.13 0.048 0.047 ----- ----- ----- ----- ----- ----- -----
119.80 0.000 764.13 0.048 0.047 ----- ----- ----- ---- ----- ----- -----

. t: End

r

Outflow
cfs
0.050
0.050
0.050
0.049
0.049
0.049
0.049
0.049
0.048
0.048
0.048
0.048
0.048
0.047
0.047
0.047
0.047
0.047
QUANTITY CONTROL CALCULATIONS
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2010 by Autodesk, Inc. v9.25 Tuesday, Mar 29, 2011
Hyd. No. I
Pre
Hydrograph type = SCS Runoff Peak discharge = 18.83 cfs
Storm frequency = 1 yrs Time to peak = 12.03 hrs
Time interval = 2 min Hyd. volume = 58,991 cuft
Drainage area = 28.930 ac Curve number = 66
Basin Slope = 3.7% Hydraulic length = 2397 ft
Tc method = KIRPICH Time of conc. (Tc) = 11.11 min
Total precip. = 3.00 in Distribution = Type II
Storm duration = 24 hrs Shape factor = 484
Pre
Q (cfs) Hyd. No. 1 -- 1 Year Q (cfs)
21.00 21.00
18.00 18.00
15.00 15.00
12.00 12.00
9.00 9.00
6.00 6.00
i
3.00 3.00
4
I
0.00 0.00
0 2 4 J 6? 8 10 12 14 16 18 20 22 24 26
Time (hrs)
--- Hyd No. 1
STAGE/STORAGE/DISCHARGE DATA
Pond Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2010 by Autodesk, Inc. v9.25 Tuesday, Apr 5, 2011
Pond No. i - Tract 4 Pond A
Pond Data
Contours -User-defined contour areas Average end area method used for volume calculation. Begining Elevation = 758.50 ft
Stage I Storage Table
Stage (ft) Elevation (ft)
0.00 758.50
1.50 760.00
150 762.00
5.00 763.50
5.50 764.00
6.00 764.50
7.50 766.00
9.50 768.00
11.50 770.00
12.50 771.00
Contour area (sqft) Incr. Storage (cuft)
35,022 0
38,348 55,028
42,981 81,329
46,604 67,189
50,779 24,346
55,111 26,473
59,144 85,691
64,751 123,895
70,521 135,272
73,542 72,032
Total storage (cuft)
0
55,028
136,357
203,545
227,891
254,364
340,055
463,950
599,222
671,253
Culvert 1 Orifice Structures Weir Stru ctures
[A] [Bl [C] [PrfRsr] [A] [B] [C] [D]
Rise (in) = 18.00 5.00 0.00 0.00 Crest Len (ft) = 16.00 20.00 0.00 0.00
Span (in) = 18.00 5.00 0.00 0.00 Crest El. (ft) = 768.40 769.00 0.00 0.00
No. Barrels = 10 10 10 0 Weir Coeff. = 3.330.00 3.33 3.33 3.33
Invert El. (ft) = 758.50 764.00 0.00 0.00 Weir Type = Rect Rect Rect ---
Length (ft) = 110.00 0.00 0.00 0.00 Multi-Stage = Yes No Yes No
Slope (%) = 2.35 0.00 0.00 n/a
N-Value = .013 .013 .013 n/a
Orifice Coeff. = 0.60 0.60 0.60 0.60 Exfil.(in/hr) = 0 (by Contour)
Multi-Stage = n/a Yes Yes No TW Elev. (ft ) = 0.00
Note: Culvert/Orifice outfl ows are analyzed under inlet (ic) and outl et (cc) control. Weir risers checked for orifice con ditions (ic) and submergence (s).
Stage 1 Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D ExfiI User Total
ft cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00 0 758.50 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
0.15 5,503 758.65 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
0.30 11,006 758.80 0.00 0.00 --- - 0.00 0.00 --- --- --- --- 0.000
0.45 16,508 758.95 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
0.60 22,011 759.10 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
0 75 27,514 759.25 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
0.90 33,017 759.40 0.00 0.00 --- --- 0.00 0.00 --- - --- 0.000
1.05 38,519 759.55 0 00 0.00 --- --- 0.00 0 00 --- --- --- --- 0.000
1.20 44,022 759.70 0 00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
1.35 49,525 759.85 0.00 0.00 --- --- 0 00 0 00 --- --- --- --- 0.000
1 50 55,028 760.00 0 00 0 00 --- --- 0 00 0.00 --- --- --- 0.000
1 70 63,160 760.20 coo 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
1 90 71,293 760.40 0.00 0.00 --- --- 0 00 0 00 --- --- --- --- 0.000
2 10 79,426 760 60 0 00 0 00 --- --- 0 00 0 00 --- --- --- --- 0 000
2.30 87,559 760.80 0 00 0.00 --- --- 0 00 0.00 --- --- --- --- 0 000
2 50 95,692 761 00 0 ]l 0 0 00 --- --- 0 00 0.30 --- --- --- --- 0 000
2 73 103,325 761 20 0 00 0 00 --- --- 0 00 0 00 --- --- --- --- 0 000
2 90 111,958 761 40 0 CO 0.00 --- --- 0 00 0 CO --- --- --- --- 0 000
3 13' 120,091 761 60 0130 0 00 --- 3 00 0 00 --- --- --- --- 0 000
3 30 128,224 751.80 0 00 0 00 --- --- 0 00 0 00 --- --- --- --- 0 000
3 5C 136.357 762.00 0 00 0 00 --- --- 0 00 0 30 --- --- --- --- O 000
3 35 143,075 762 15 C 00 0 00 3 00 0 00 C 000
3 30 143.794 732 30 C 30 000 --- --- 3 3C C 30 --- --- --- --- 0 CCO
3 95 156.513 702.45 30 0 30 0 30 --- 3 ]CO
4 10 133,232 732 60 3 30 3 CG --- 3 10 C 30 --- --- --- 3 CCG
4 25 133 95': 702 75 C 10 0 ]C ___ 3 3C C 3C _-- ___ ___ ___ C '3CC
4 43 173.313 732 90 0 Dc 3 30 --- --- 3 0C 0 33 --- --- --- --- J OCO
4 55 133,339 733 05 3C 0 00 3 30 ?C --- 3 3 C

4]3'

0.133 733 2C

3C

---

J u

---

u .

_0
---

---

--- ---

3 "CC
4.35 136 323 733 35
C 3C
., ., .
3C 303

2.3 545 7 03 50
---

-
--
3C
_
--- --- --- ---
300
3t-'-ex' Cage_
Tract 4 Pond A
Stage / Storage / Discharge Table
Stage Storage Elevation Clv A Clv B Clv C PrfRsr Wr A Wr B Wr C Wr D Exfil User Total
fit cuft ft cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs cfs
5 05 980
205 763.55 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
10
5 ,
414
208 763.60 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
.
15
5 ,
210
849 763.65 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
.
20
5 ,
284
213 763.70 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
.
25
5 ,
718
215 763.75 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
.
5
30 ,
153
218 763.80 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
.
5 35 ,
587
220 763.85 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
40
5 ,
022
223 763.90 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
yio .
5.45 ,
225,457 763.95 0.00 0.00 --- --- 0.00 0.00 --- --- --- --- 0.000
000
-- 0
=5.50 227,891 764.00 0.00 0.00 --- --- 0.00 0.00 --- --- --- .
-
007
--- 0
55
5 538
230 764.05 0.01 is 0.01 is --- --- 0.00 0.00 --- --- --- .
.
5
60 ,
186
233 764.10 0.03 is 0.03 is --- --- 0.00 0.00 --- --- --- --- 0.028
.
65
5 ,
235
833 764.15 0.06 is 0.06 is --- --- 0.00 0.00 --- --- --- --- 0.058
.
70
5 ,
480
238 764.20 0.10 is 0.10 is --- --- 0.00 0.00 --- --- --- --- 0.100
.
75
5 ,
127
241 764.25 0.16 is 0.15 is --- --- 0.00 0.00 --- --- --- --- 0.146
.
80
5 ,
243
775 764.30 0.20 is 0.20 is --- --- 0.00 0.00 --- --- --- --- 0.196
.
85
5 ,
422
246 764.35 0.25 is 0.25 is --- --- 0.00 0.00 --- --- --- --- 0.247
.
90
5 ,
249
069 764.40 0.29 is 0.29 is --- --- 0.00 0.00 --- --- --- --- 0.290
.
5
95 ,
716
251 764.45 0.33 is 0.32 is --- --- 0.00 0.00 --- --- --- --- 0.323
.
6
00 ,
254
364 764.50 036 is 0.35 is --- --- 0.00 0.00 --- --- --- --- 0.355
.
615 ,
933
262 764.65 0.44 is 0.44 is --- --- 0.00 0.00 --- --- --- --- 0.436
6
30 ,
271
502 764.80 0.52 is 0 50 is --- --- 0.00 0.00 --- --- --- --- 0.505
.
45
6 ,
071
280 764.95 0.58 is 0.57 is --- --- 0.00 0.00 --- --- --- --- 0.565
.
60
6 ,
640
288 765.10 0.62 is 0.62 is --- --- 0.00 0.00 --- --- --- --- 0.620
.
75
6 ,
297
209 765.25 0.69 is 0.67 is --- --- 0.00 0.00 --- --- --- --- 0.670
.
90
6 ,
778
305 765.40 0.72 is 0.72 is --- --- 0.00 0.00 --- --- --- --- 0.717
.
a 7.05 ,
314,347 765.55 0.76 is 0.76 is --- - 0.00 0.00 --- --- --- 0.760
,
}3 X7.20 322,917 765.70 0.80 is 0.80 is -- 0.00 0.00 - - - 0.802
841
0
x
7
35
331
486
765.85
0.84 is
0.84 is
-
0.00
0.00
-
___ ___
---
.
.
7
50 ,
055
340 766.00 0.88 is 0.88 is _=
___ 0.00 0.00 __ 0.879
.
7
70 ,
444
352 766.20 0.93 is 0.93 is --- --- 0.00 0.00 --- --- --- --- 0.926
.
7
90 ,
364
834 766.40 0.97 is 0.97 is --- --- 0.00 0.00 --- --- -- 0.972
.
810 ,
377
223 766.60 1.02 is 1.02 is --- --- 0.00 0.00 --- --- --- --- 1.015
8.30 ,
613
389 766.80 1.06 is 1.06 is --- --- 0.00 0.00 --- --- --- --- 1.057
8.50 ,
402,002 767.00 1.11 is 1.10 is --- --- 0.00 0.00 --- --- --- --- 1.097
8.70 414,392 767.20 1.16 is 1.14 is --- --- 0.00 0.00 --- --- --- --- 1.135
8
90 781
426 767.40 1.21 is 1.17 is --- --- 0.00 0.00 --- --- --- --- 1173
.
9.10 ,
439,171 767.60 1.21 is 1.21 is --- --- 0.00 0.00 --- --- --- --- 1.209
30
9 451
560 767.80 1.26 is 1.24 is --- --- 0.00 0.00 --- --- --- --- 1.244
.
9
50 ,
950
463 768.00 1.31 is 1.28 is --- --- 0.00 0.00 --- --- --- --- 1.278
.
70
9 ,
477
477 768.20 1.31 is 1.31 is --- --- 0.00 0.00 --- --- ___ ___ 1.312
.
9
90 ,
004
491 768.40 1 37 is 1.34 is --- --- 0.00 0.00 --- --- 1.344
.
10.10 ,
504,531 768.60 617 is 1.38 is - 4.76 0.00 - 6.139
4
88
s??» 10.30 518,059 768.80 14.88 is 1.41 is --- --- 1148 0.00 -- .
--- 1
10
50 586
531 769.00 2519 oc 0 50 is --- --- 24.69s 0.00 --- --- --- --- 25.19
.
10
70 ,
545,113 76920 25.84 oc 0.29 is --- --- 25.54 s 5.96 --- --- --- --- 31.80
.
10.90 558,640 769.40 26.17 oc 0.21 is --- --- 25,95s 16.85 --- --- --- --- 43.02
1110 572,167 769.60 26.44 oc 017 is --- --- 26.26s 30 96 --- --- --- --- 5739
11 30 585,694 769 80 26.68 oc 0 13 Ic --- --- 26.54s 47.66 --- --- --- --- 7433
11 50 599,222 770 00 26 91 oc 0.11 is --- --- 26.77s 66.60 --- --- --- 93 48
11.50 506,425 770.10 27 02 oc 0 10 is --- --- 26.91 s 76.83 --- --- --- --- 103.84
11 70 613,628 770 20 27.13 oc 0.09 is --- --- 26.99s 87.55 --- --- --- --- 114.64
11 80 620,331 770.30 27 24 oc 0 09 Ic --- --- 27 14s 98 71 --- --- --- --- 125.93
11 90 528,034 770 40 27.34 oc 0.08 is --- --- 27 21 s 110 31 --- --- --- --- 137 60
12 00 535.237 770.50 27 45 oc 0,08 is --- --- 27 33s 122.34 --- --- --- --- 149 74
12 10 642,441 770 30 27 56 oc 0 07 is --- --- 2744s 13478 --- --- --- --- 132 29
12.20 549.344 770 70 27 66 cc 0.07 is --- --- 27 53 s 147.60 --- --- --- --- 175 19
12 30 656 347 770 80 27 77 oc 0 06 is --- --- 27 61 s 160 31 --- --- --- --- 138 48
12 40 364,050 770 90 27 37 oc 0 06 is --- --- 27.72 s 174.39 --- --- --- --- 202.18
12 50 6' ,253 771 00 27 98 oc 0.06 c --- 2' 86 3 188 37 --- --- --- --- 213 29

ra ow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc. v9 25
Hyd.
No.
i Hydrograph
type f
(origin) ( Peak
low i
cfs) ( Time T
nterval
min) ( ime to
Peak v
min) ( Hyd. I
olume h
cult) nflow
yd(s) e Maximum
levation
(ft) Total I
strge used
(tuft) Hydrograph
Description
1 SCS Runoff 2.134 2 158 21,650 ------ ------ ------ Pre
2 SCS Runoff 38.74 2 150 164,929 ------ ------ ------ Post
3 Reservoir 1 024 2 376 158,546 2 766.64
I
I 379,859
i SWM Pond Routing
10-122 Tact 4 Pond A gpvav Return: Perod. 2 Year Tuesday Apr 2011
Hd7Y Y. r i as

Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2010 by Autodesk, Inc v9.25 Tuesday, Apr 5, 2011
Hyd. No. 1
Pre
Hydrograph type = SCS Runoff Peak discharge = 2.134 cfs
Storm frequency = 2 yrs Time to peak
volume
Hyd = 2.63 hrs
= 21,650 cult
Time interval = 2 min
930 ac
= 28 .
Curve number = 66
Drainage area
Basin Slope .
= 3.7% Hydraulic length = 2397 ft
Tc method = KIRPICH Time of conc. (Tc) = 11.11 min
Total precip. = 2.15 in Distribution = SCS 6-Hr
= 484
Storm duration = 6.00 hrs Shape factor
Q (cfs)
3.00
2.00
1.00
0 CO
C 0 -?
Pre
Hyd. No. 1 -- 2 Year
20 3.0 40 5.0 50
Q (cfs)
3.00
2.00
1.00
- 0 00
7.0
Time (hrs)
Hyd No 1
pre,c 3 ita on Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2010 by Autodesk, Inc. v925
Hyd. No. 1
Pre
Storm Frequency = 2 yrs Time interval
Total precip. = 2.1500 in Distribution
Storm duration = 6.00 hrs
incremental Rainfall Precipitation
Precip (in) Hyd. No. 1 i Pre - 2 Year
0.10
0.09
0.08
0.07
0.06
0.05
0.04
00:
0 02
0.0
01 010
0 0 0.7 1.3
SCS 5-Hr Design Storm
Tuesday, Apr 5, 2011
= 2 min
= SCS 6-Hr
Precip (in)
0.10
).09
0.08
0.07
0.06
0.05
0.04
0 03
0.02
0.01
0.00
J.`J
T me ('nrs)
2.0 2 7 3.3 4.0 4 l ?.?
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2010 by Autodesk, Inc v9 25 Tuesday, Apr 5, 2011
Hyd, No. 2
Post
Hydrograph type = SCS Runoff Peak discharge = 38.74 cfs
Storm frequency = 2 yrs Time to peak = 2.50 hrs
Time interval = 2 min Hyd. volume = 164,929 cuft
Drainage area = 32.080 ac Curve number = 93
Basin Slope = 2.8% Hydraulic length = 3196 ft
Tc method = KIRPICH Time of conc. (Tc) = 15.50 min
Total precip. = 2.15 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
Q (cfs)
40.00
Post
Hyd. No. 2 -- 2 Year
Q (cfs)
40.00
30.00
20.00
10.00
30.00
20.00
10.00
0 v0 - 0.00
.3 10 2.0 3.0 40 50 60 '0
Time (hrs)
H yd No 2
Precipitation Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2010 by Autodesk, Inc. v9 25 Tuesday, Apr 5, 2011
Hyda No. 2
Post
Storm Frequency = 2 yrs Time interval = 2 min
Total precip. = 2.1500 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs
Incremental Rainfall Precipitation
Precip (in) Hyd. No. 2 : Post - 2 Year
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
0 00
0 0 0 1.3
- SCS 3-Hr Deslgn Storm
Precip (in)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
0.00
3.0
Time "rrs)
20 2.' 33 4.0 47 53
ydrogra Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc v9.25 Tuesday, Apr 5, 2011
Hyd, No. 3
SWM Pond Routing
Hydrograph type = Reservoir Peak discharge = 1.024 cfs
Storm frequency = 2 yrs Time to peak = 6.27 hrs
Time interval = 2 min Hyd. volume = 158,546 cuft
Inflow hyd. No. = 2 - Post Max. Elevation = 766.64 ft
Reservoir name = Tract 4 Pond A Max. Storage = 379,859 cuft
Storage Indication method used. Wet pond routing start elevation = 764.00 ft
Q (cfs)
40.00
30.00
20.00
10.00
SWM Pond Routing
Hyd. No. 3 -- 2 Year
0.00- u.:....__
0 10 20 30 4C 50 00 70 80
Hyd No 3 Hyd No 2 Totai storage used = 379 359 oust
Q (cfs)
40.00
30.00
20.00
10.00
0.00
90 1?0
Time Ors)
Hydrograph Summary °' ra ow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc v925
Hyd. H
No. ydrograph P
type f
(origin) ( eak T
low i
cfs) ( ime T
nterval P
min) ( ime to H
eak v
min) ( yd. iI
olume h
cult) nflow
yd(s) e Maximum
levation
(ft) Total
strge used
(cult) Hydrograph
Description
1 SCS Runoff 15.07 2 154 77,986 ------ ------ Pre
2 SCS Runoff 1 68.73 2 148 294,080 ------ ----- - Post
3 Reservoir
i 4.304

! 2

I 370 279,460
? 2

II 768.52 499,355

I SWM Pond Routing
-172 T-aC, -'' P -7 ? A ny 3',?j Re-" ., P e7O G' 1'] Ye3f T. day. AO' J. 2-0 I
.
Hydrograp Report
Tuesday, Apr 5, 2011
Hydraf low HydrograpIns Extension for AutoCADO Civil 3D0 2010 by Autodesk, Inc. v9 25
Hyd, No. 1
Pre
Hydrograph type = SCS Runoff Peak discharge
Time to peak = 15.07 cfs
= 2.57 hrs
Storm frequency = 10 yrs
= 2 min Hyd. volume = 77,986 cuft
Time interval 930 ac
= 28 Curve number = 66
Drainage area .
7%
= 3 Hydraulic length = 2397 ft
Basin Slope
Tc method .
= KIRPICH Time of conc. (Tc) = 11.11 min
Total precip. = 3.35 in Distribution = SCS 6-Hr
= 484
Storm duration = 6.00 hrs Shape factor
Q (cfs)
18.00
Pre
Hyd. No. 1 -- 10 Year
Q (cfs)
18.00
15.00
12.00
9.00
6.00
3.0(
15.00
12.00
9.00
6.00
3.00
0 00
30 4.0 3:
TI?2 11hI J i
Hy? ?;o
Precipitation Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc. v9.25 Tuesday. Apr 5, 2011
Hyd, No. 1
Pre
Storm Frequency = 10 yrs Time interval = 2 min
Total precip. = 3.3500 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs
Incremental Rainfall Precipitation
Precip (in) Hyd. No. 1 : Pre - 10 Year
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0 02
0.01
0.00
00 07 1.3
SCIS 3-H- Design S_or'7
Precip (in)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
0.00
3.0
Time ''nrs)
10 2 7 3 3 4.0 4.7 5.3
Hy rograp epoft
Tuesday, Apr 5, 2011
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc. v9.25
Hyd. No. 2
Post
Hydrograph type = SCS Runoff Peak discharge = 68.73 cfs
Storm frequency = 10 yrs
i Time to peak
volume
Hyd = 2.47 hrs
= 294,080 cuft
Time interval
Drainage area n
= 2 m
= 32.080 ac .
Curve number = 93
Basin Slope = 2.8% Hydraulic length = 3196 ft
Tc method = KIRPICH Time of conc. (Tc) = 15.50 min
Total precip. = 3.35 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
Q (cfs)
70.00
60.00
50.00
40.00
30.00
.Post
2000
Hyd. No. 2 -- 10 Year
Q (cfs)
70.00
60.00
50.00
40.00
30.00
20.00
10.00
10.00
0 0 1 2.
Hy No 2

30 40 50
30
_ 0.00
7.0
_,
Tim?z („? ?-?)
Precipitation Rep,ort
Hydraflow Hydrographs Extension for AutoCADO Civil 300 2010 by Autodesk, Inc v925 Tuesday, Apr 5, 2011
Post
Storm Frequency = 10 yrs Time interval = 2 min
Total precip. = 3.3500 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs
J uij -
00 07 1.3 20 27 33 40 4.7 53
-
Precip (in)
0.10
0.09
0.08
0.07
0.06
0.05
0.04
0.03
0.02
0.01
0.00
60
Ir^e hrSl
Incremental Rainfall Precipitation
Hyd. No. 2 : Post - 10 Year
ydro ra Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2010 by Autodesk, Inc. v9 25 Tuesday, Apr 5, 2011
Hyd. No. 3
SWM Pond Routing
Hydrograph type = Reservoir Peak discharge = 4.304 cfs
Storm frequency = 10 yrs Time to peak = 6.17 hrs
Time interval = 2 min Hyd. volume = 279,460 cuft
Inflow hyd. No. = 2 -Post Max. Elevation = 768.52 ft
Reservoir name = Tract 4 Pond A Max. Storage = 499,355 cuft
Storage Indication method used Wet pond routing start elevation = 764.00 ft.
Q (cfs)
70.00
SWM Pond Routing
Hyd. No. 3 -- 10 Year
Q (cfs)
70.00
60.00
50.00
40.00
30.00
20.00
60.00
50.00
40.00
30.00
20.00
10 00 , 10.00
00
0 10 20 30 43 53 60 70 80 90 130
Time 'nrsl
Hyd Rio 3 Hyc No 2 Total storage usac = 499355 curt
25-YR HYDROGRAPHS
Hyd ring ra p -Su m m a Re Pp ra ow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc. v925
Hyd. iHydrograph
No. type
(origin) (
i Peak
flow
cfs) Time
interval
(min) ( Time to
Peak
min) Hyd.
volume
(cuft) 7hyd(.) i Ulaximum
elevation
(ft) Total
strge used
(cuft) Hydrograph
Description
I
1
SCS Runoff
24 48
2
152
116,945
------
------
------
Pre
2 SCS Runoff 84.75 2 148 364,477 ------ ------ ------ Post
3

I Reservoir

I 10.41

! 2
I 292 349,614 2 768.70
?
I

I 511,131

I SWM Pond Routing
11-'22 T,3c' 4 Pon. A.gc,,v R P?r?od 25 Y-33- 7Ji?333y Air 5. 2'31 1
ydrograph eP
Tuesday, Apr 5, 2011
Hydraflow Hydrographs Extension for AutoCADO Civil M 2010 by Autodesk, Inc. v9.25
Hyda No. 1
Pre
Hydrograph type = SCS Runoff Peak discharge = 24.48 cfs
53 hrs
= 2
Storm frequency = 25 yrs Time to peak
volume
Hyd .
= 116,945 cuft
Time interval = 2 min
930 ac
= 28 .
Curve number = 66
Drainage area .
7%
= 3 Hydraulic length = 2397 ft
Basin Slope
Tc method .
= KIRPICH Time of conc. (Tc) = 11.11 min
Total precip. = 3.99 in Distribution = SCS 6-Hr
= 484
Storm duration = 6.00 hrs Shape factor
Q (cfs)
28.00
Pre
Hyd. No. 1 -- 25 Year
Q (cfs)
28.00
24.00
20.00
16.00
12.00
8.00
24.00
20.00
16.00
12.00
8 00
4.00
4.00
0 00
000 23 z0 40 3.0 3C 7 'J
T,r-,? (IIfS?
Hyd No 1
Precipitation Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2010 by Autodesk. Inc. v9 25 Tuesday, Apr 5, 2011
Pre
Storm Frequency = 25 yrs Time interval = 2 min
Total precip. = 3.9900 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs
Incremental Rainfall Precipitation
Precip (in) Hyd. No. 1 : Pre - 25 Year Precip (in)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
0 u
00 07 13
JCJ-ri Das,g^ J_or n
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0 15
0.10
r1 (1
2.0 2.' 3.3
0.00
4.0 4? 53 6_C
T me hr)
ydrograp epos
Hydraflow Hydrographs Extension for AutoCADO Civil 3D0 2010 by Autodesk, Inc. v9 25 Tuesday, Apr 5, 2011
Hyd. No. 2
Post
Hydrograph type = SCS Runoff Peak discharge = 84.75 cfs
Storm frequency = 25 yrs Time to peak = 2.47 hrs
Time interval = 2 min Hyd. volume = 364,477 cult
Drainage area = 32.080 ac Curve number = 93
Basin Slope = 2.8% Hydraulic length = 3196 ft
Tc method = KIRPICH Time of conc. (Tc) = 15.50 min
Total precip. = 3.99 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
2000
.10.00
00 -
0 '? 1 0
Hyd No 2
Post
Hyd. No. 2 -- 25 Year
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20 00
10.00
0 00
7.0
Tim-3 :Jhrsl
2 0 3.0 4.0 5.0 6.0
Precipitation Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc v925 Tuesday Apr 5, 2011
Hyd, Nog 2
Post
Storm Frequency = 25 yrs Time interval = 2 min
Total precip. = 3.9900 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs
Precip (in)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0 15
0.10 -
U uD
00 3' 13
S, o-Hr Design Storm
Precip (in)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
nn1-

2 0 2? 33 4.0
C 00
A7 33 3C
Time rs)
Incremental Rainfall Precipitation
Hyd. No. 2 i Post - 25 Year
Hydrograph Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D0 2010 by Autodesk, Inc v925 Tuesday, Apr 5, 2011
Hyd. No. 3
SWM Pond Routing
Hydrograph type = Reservoir Peak discharge = 10.41 cfs
Storm frequency = 25 yrs Time to peak = 4.87 hrs
Time interval = 2 min Hyd. volume = 349,614 cuft
Inflow hyd. No. = 2 - Post Max. Elevation = 768.70 ft
Reservoir name = Tract 4 Pond A Max. Storage = 511,131 cuft
Storage Indication method used. Wet pond routing start elevation = 764.00 ft.
Q (cfs)
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20 00
10.00
0 00
SWM Pond Routing
Hyd. No. 3 -- 25 Year
Q (cfs)
90.00
80.00
70.00
60.00
50.00
4 40.00
30.00
20 00
10.00
0 00
100
Tyre (7,,3f
1J 20 30 40 50 60 70 30 90
H/--J No 3 7 No 2 Total S`Orage used = 51 1 131
50-YR HYDROGRAPHS
yl ow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc. v9 25
Hydrograph Summary, I"'q
Hyd. ?Hydrograph Peak T
No. type flow i
(origin) (cfs) ( ime T
nterval P
min) ( ime to Hyd. !I
eak (volume h
min) (cult) nflow Maximum
yd(s) elevation s
(ft) Total
trge used
(tuft) Hydrograph !I
Description
1 SCS Runoff 32.47 2 152 149,825
------
------
Pre
2 SCS Runoff 96.96 2 148 418,756 ------
------
------

Post
3 Reservoir 114.92

I III 2 246

I 403,858 2

I
768.80

1
i
I
518,108
II'
SWM Pond Routing

I
-1?? T-aC' 1 Pocd A.90',v ??: Pe?'od. -5Y 3,- quay, Apr- -.
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc v9.25 Tuesday, Apr 5, 2011
Hyd. No I
Pre
Hydrograph type = SCS Runoff Peak discharge = 32.47 cfs
Storm frequency = 50 yrs Time to peak = 2.53 hrs
Time interval = 2 min Hyd. volume = 149,825 cult
Drainage area = 28.930 ac Curve number = 66
Basin Slope = 3.7% Hydraulic length = 2397 ft
Tc method = KIRPICH Time of conc. (Tc) = 11.11 min
Total precip. = 4.48 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
Q (cfs)
35.00
Pre
Hyd. No. 1 -- 50 Year
Q (cfs)
35.00
30.00
25.00
20.00
15.00
10 00
5 00
1. 20 3C
H'j : N3
30.00
25.00
20.00
15.00
10.00
5 00
_ 0 00
40 5C 30 (
TI-? I^j)
Precipitation Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc v9 25 Tuesday, Apr 5, 2011
Hyrd, No, 1
Pre
Storm Frequency = 50 yrs Time interval = 2 min
Total precip. = 4.4800 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs
Precip (in)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0 10
---
U . JD
C13 0
0 0 1.3
SCS 3-Hr Design S`.3r
2C 2.' 33 40 53
Precip (in)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0 05
0-00
3.0
Incremental Rainfall Precipitation
Hyd. No. 1 : Pre - 50 Year
Hydroraph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3D(H) 2010 by Autodesk, Inc. v925 Tuesday, Apr 5. 2011
Hyda No 2
Post
Hydrograph type = SCS Runoff Peak discharge = 96.96 cfs
Storm frequency = 50 yrs Time to peak = 2.47 hrs
Time interval = 2 min Hyd. volume = 418,756 cuft
Drainage area = 32.080 ac Curve number = 93
Basin Slope = 2.8% Hydraulic length = 3196 ft
Tc method = KIRPICH Time of conc. (Tc) = 15.50 min
Total precip. = 4.48 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
Q (cfs)
100.00
90.00
80.00
70.00
60.00
50.00
40.00
30.00
20 00
10.00
H'jd No
Post
Hyd. No. 2 -- 50 Year
20 3.0 4.0 50
Q (cfs)
100.00
90.00
80.00
70.00
60.00
50.00
40.00
30 00
20.00
10.00
0 00
?.' 70
Tim= ihrsi
,Precipitation Report,
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc. v9 25 Tuesday, Apr 5, 2011
Hydv No? 2
Post
Storm Frequency = 50 yrs Time interval = 2 min
Total precip. = 4.4800 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs
incremental Rainfall Precipitation
Precip (in) Hyd. No. 2 : Post - 50 Year
0.50
0.45
0.40
0.35
0.30
0.25
0.20
Precip (in)
J u -
0.0 0 7 1.3 2 0 2.7 3.3 4.0 4.7
S-33 , r Design St:)rmn
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
0 00
53 00
.ma.rrs,
Hydro graph Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc v925 Tuesday, Apr 5, 2011
Hyda No. 3
SVVM Pond Routing
Hydrograph type = Reservoir Peak discharge = 14.92 cfs
Storm frequency = 50 yrs Time to peak = 4.10 hrs
Time interval = 2 min Hyd. volume = 403,858 cuft
Inflow hyd. No. = 2 - Post Max. Elevation = 768.80 ft
Reservoir name = Tract 4 Pond A Max. Storage = 518,108 cuft
Storage Indication method used. Wet pond routing start elevation = 764.00 ft.
Q (cfs)
100.00
90.00
80.00
70.00
60.00
50.00
40.00
30.00
SWM Pond Routing
Hyd. No. 3 -- 50 Year
Q (cfs)
100.00
90.00
80.00
70.00
60.00
50.00
40.00
30.00
2G 00 20.00
10.00 - 10 00
i
0 u0 __ 0 00
0 10 20 30 40 50 60 70 30 90 100
Time (nrs
Hid Rio 3 Hyd No 2 Toial s,orage used = 513,103 cu-,
00-YR HYDROGRAPHS
Hydrograph Summary y ra ow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc v9.25

Hyd.
No. i
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
Peak
(min)
Hyd.
volume
(cult)
Inflow
hyd(s)
Maximum
elevation
(ft)
Total
strge used
(cult)
Hydrograph
Description
1 SCS Runoff 40.93 2 152 184,889 ------ ------ ------ Pre
2 SCS Runoff 109.20 2 146 473,281 ------ ------ ------ Post
3

i

? Reservoir

? 2056 2

i
i
I 214

I 458,354

i 2
I

I
i 758.91 525,501

I

I SWM Pond Routing

I

II
77
i(3Cn POnu ur e(I ' ;U ?3 Uea?d3y, 11.
,i-. , y Apr ?
ydrograp Report,
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc. v925 Tuesday, Apr 5, 2011
Hyd. No, 1
P re
Hydrograph type = SCS Runoff Peak discharge = 40.93 cfs
Storm frequency = 100 yrs Time to peak = 2.53 hrs
Time interval = 2 min Hyd. volume = 184,889 cuft
Drainage area = 28.930 ac Curve number = 66
Basin Slope = 3.7% Hydraulic length = 2397 ft
Tc method = KIRPICH Time of conc. (Tc) = 11.11 min
Total precip. = 4.97 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
Q (cfs)
50.00
Pre
Hyd. No. 1 -- 100 Year
Q (cfs)
50.00
40.00
30.00
20.00
10.00
40.00
30.00
20.00
10.00
0 ?0 0 00
5.0 5.0 1
1 ` 20 3.J 7
T IMe (-1-s)
Hya ti? 1
Precipitation Report
Hydraflow Hydrographs Extension for AutoCADO Civil 3DO 2010 by Autodesk, Inc v925 Tuesday. Apr 5, 2011
Pre
Storm Frequency = 100 yrs Time interval = 2 min
Total precip. = 4.9700 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs
Incremental Rainfall Precipitation
Precip (in) Hyd. No. 1 : Pre - 100 Year
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
U 'U3
v.J u ! 1,3
SCS o-Hr Design S "'or-,
2 0 2 7 3 3 4.0 4.7
Precip (in)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
.?. ..b 0.00
5.3 6.0
T!me
y g J R eport

Hydraf low Hydrographs Extension
for AutoCADO Civil 3DO 2010 by Autodesk, Inc v9 25 Tuesday, Apr 5, 2011
Hyde No. 2
Post
Hydrograph type = SCS Runoff Peak discharge = 109.20 cfs
Storm frequency = 100 yrs
i Time to peak
volume
Hyd = 2.43 hrs
= 473,281 cuft
Time interval
Drainage area n
= 2 m
= 32.080 ac .
Curve number = 93
Basin Slope = 2.8% Hydraulic length = 3196 ft
Tc method = KIRPICH Time of conc. (Tc) = 15.50 min
Total precip. = 4.97 in Distribution = SCS 6-Hr
Storm duration = 6.00 hrs Shape factor = 484
Q (cfs)
120.00
Post
Hyd. No. 2 -- 100 Year
Q (cfs)
120.00
100.00
80.00
60.00
40.00
20.00
0.00 -
00 '0
H 2
100.00
80.00
60.00
40.00
20.00
2.3 3;J 4.0 50 6.0 0
Ire
precipitation Report
Hydraflow Hydrographs Extension for AutoCAD® Civil 3D® 2010 by Autodesk, Inc v9 25
Hyd. Koo 2
Post
Storm Frequency = 100 yrs Time interval
Total precip. = 4.9700 in Distribution
Storm duration = 6.00 hrs
Tuesday, Apr 5, 2011
= 2 min
= SCS 6-Hr
Precip (in)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
0.0 0.' 1.3 2.0
SAS 3--Ir Design S"rm
Precip (in)
0.50
0.45
0.40
0.35
0.30
0.25
0.20
0.15
0.10
0.05
J .JV
33 4.7 5.3 30
Time (:-s'
Incremental Rainfall Precipitation
Hyd. No. 2 : Post - 100 Year
ydro'graph 9'C)
Hydraflow Hydrographs exten sion for AutoCADO Civil 3DO 2010 by Autodesk, Inc. v9.25
Tuesday, Apr 5, 2011
Hyd. No. '
SWM Pond Routing
Hydrograph type = Reservoir Peak discharge
Time to peak = 20.56 cfs
= 3.57 hrs
Storm frequency = 100 yrs
= 2 min Hyd. volume = 458,354 cuft
Time interval
Inflow hyd. No. = 2 -Post Max. Elevation = 768.91 ft
501 cuft
= 525
Reservoir name = Tract 4 Pond A Max. Storage ,
Storage Indication method used. Wet pond routing start elevation = 764.00 ft
Q (cfs)
120.00
SWM Pond Routing
Hyd. No. 3 -- 100 Year
Q (cfs)
120.00
100.00
80.00
60.00
40.00
20.00
21 30 4D
Hyu No 3 -= Hyd No 2
100.00
80.00
60.00
40.00
20.00
0 0?
v,3 50 , ,; 80 y0 , 30
TIC ,? (rrl
Total 5:??3?2 U3Zd = 52550' OUi`
MISCELLANEOUS CALCULATIONS
Weir Report
Hydraflow Express Extension for AutoCADO Civil 3D0 2010 by Autodesk, Inc.
Tract 4 Pond A
Trapezoidal Weir
Crest = Sharp
Bottom Length (ft) = 20.00
Total Depth (ft) = 2.00
Side Slope (z:1) = 2.00
Calculations
Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Top Width (ft)
Friday, Apr 1 2011
= 0.89
= 55.00
= 19.38
= 2.84
= 23.56
Weir Coeff. Cw = 3.10
Compute by: Known Q
Known Q (cfs) = 55.00 ' jr
Depth (ft)
3.00
2.00
1.00
0.00
-1.00
Tract 4 Pond A
Depth (ft)
3.00
2.00
1.00
0.00
-1.00
45 50
Length (ft)
0 5 10 15 20 25 JU 35 4u
Weir -- W.S.
Appendices
3
20
10
0
Outlet IW = Do + La r
diameter (CYO)
PIP2 i
La -+?
T "Iwater < 0.5Do
_Q
O
Z 'L]
3 5
b1;
Ao
<PQ60 r
?v?` 5Q It ll? ,?i t:

50 100
Discharge (ft3/sec)
90 ---
200 500
m
2 N
Q
CO
1'u.! 0
1000
Curves may not be extrapolated.
Figure 8.06a Design of outlet protection protection from a round pipe flowing full, minimum tailwater con; . _ n (T- < 0.5 diameter).
Rev. 12j93
8.06.3
ORTH AMERICAN GREEN EROSION CONTROL MATERIALS DESIGN SOFTWARE VERSION 4.3
ORTH AMERICAN GREEN CHANNEL PROTECTION - ENGLISH/S.I.
SER SPECIFIED CHANNEL LINING BACK-UP COMPUTATIONS
***************************************************************************
ROJECT NAME: VILLAGE POINT - TRACT 4 - POND A PROJECT NO.: 10-122
OMPUTED BY: DATE: 4/11/2011
ROM STATION/REACH: POND A EMERGENCY SPILLWAY TO STATION/REACH:
RAINAGE AREA: DESIGN FREQUENCY:
***************************************************************************
INPUT PARAMETERS
***************************************************************************
hannel Discharge : 55.0 cfs (1.56 MA 3/s) eak Flow Period : 1 hours
hannel Slope :0.06 ft/ft (0.06 m/m)
hannel Bottom Width : 20.0 ft (6.10 m)
eft Side Slope :21
.fight Side Slope :21
.hannel Lining : Rock Riprap 12in
'ermi. Shear(Tp) :4.00 psf (191.5 Pa)
Phase = 0

CALCULATIONS
***************************************************************************
iitial Depth Estimate = 0.16 * (55.0 /(0.060"0.5))"0.375 = 1.22 ft (.37 m)
'inal Channel Depth (after 7 iterations) =.84 ft (0.25 m)
low Area = (20.0 * 0.8)+(0.5 *0.84"2 * (2.0+2.0)) = 18.1 sq.ft (1.7 m"2)
Vet Per. =20.0 +(0.8*(((2.0"2)+1)".5 +((2.0"2)+1)".5)) = 23.7 ft (7.2 m)
lydraulic Radius = (18.1 / 23.7) = 0.8 ft (0.2 m)
;hannel Velocity =(1.486/0.100)*(0.8"0.667)*(0.060".5) = 3.0 fps (0.9 m/s)
;hannel Effective Manning's Roughness = 0.100
,alculated Shear (Td) = 62.4 * 0.84 * 0.060 = 3.13 psf (149.7 Pa)
'afety Factor = (Tp/Td) = (4.00 /3.13) 1.28'
Project: Village Point Phase 2 Infrastructure
Project No.: 10-122 Sheet: 1
Designed By: KLH Date: 4/13/2011
Checked By: KLH
Structure Location / Identifier: Pond Riser
RECTANGULAR PRECAST CONCRETE STRUCT URE
FLOATATION CALCULATIONS
UNIT WEIGHT OF WATER = 62.4 PCF
UNIT WEIGHT OF CONCRETE (In Air) = 145.0 PCF
ANTI-BOUYANCY FACTOR OF SAFETY = 1.15
UNIT WEIGHT OF PIPE MATERIAL = 60 # / LF 18" DI PC 25019.50" O.D.
RECTANGULAR STRUCTURE
OUTSIDE OUTSIDE WALL WALL BASE
LEN (FT) WID (FT) THK (IN) HT (FT) THK (IN)
WALLS: 5.33 5.33 8.00 9.90
BASE: 7.33 7.33 24.00
DISPLACED VOLUME / WEIGHT ADDS: (COLLARS)
HT (FT) WID (FT) THK (IN) # DISPL. BOUYANT
ADD 1: 4.25 5.33 12 1 VOLUME WEIGHT FORCE
ADD 2: 0 0 0 0 (CF) (LBS) (LBS)
WALLS 281.25 17,851 17,550
WEIGHT DEDUCTS: WEIGHT ADD / NO DISP. 0.00 0 0.00
CORES: DIA (IN) THK (IN) # BASE 107.46 15,581 6,705
CORE 1: 24 20 1 STRUCTURE: 389 33433 24255
CORE 2: 10 8 1
CORE 3: 6 8 1 BARREL 51.85 1,500 3,235
CORE 4: 0 0 0
NOTCH: WID (IN) HT (IN) # COLLAR 1 22.65 3284.613 1,414
NOTCH I 0 0 0 COLLAR 2 0.00 0 0
NOTCH 2 0 0 0 NOTCH 1 -N/A- 0 -N/A-
NOTCH 2 -NIA- 0 -N/A-
EXPOSED BARREL / DISPLACED VOL. CORE 1 -N/A- -759 -N/A-
LEN (FT) DIA (IN) CORE 2 -N/A- -53 -N/A-
25.00 19.50 CORE 3 -N/A -19 -N/A-
CORE 4 -N/A- 0 -N/A-
WEIGHT ADDS / NO DISPLACED VOL. INSTALLED TOTALS 463.21 37,386 28,904
LEN (FT) WID (FT) THK (IN)
0.00 0.00 0.00
BOUYANT FORCE = 28,904 LBS ACTING UPWARD
STRUCTURE WEIGHT = 37,386 LBS ACTING DOWNWARD
NET FORCE = 8,482 ACTING DOWNWARD
BALLAST REQUIREMENTS : NO BALLAST REQUIRED
LENGTH WIDTH THICKNESS VOLUME WEIGHT OF
ACTUAL BALLAST : (FT) (FT) (FT) (CF) (LBS) SAFETY
0.0 - 1.29
BASE SECTION WEIGHT : BASE HEIGHT (FT) = 0
GROSS BASE WEIGHT (LBS) = 15,581
BASE SECTION BLOCK OUTS : DIA # OF WEIGHT
(SHIPPING CONDITION) (IN) BLOCK OUTS (LBS)
1 0 NET BASE SECTION
2 0 SHIPPING WEIGHT :
' 3 V 15,581 LBS. ,