HomeMy WebLinkAbout17 Development Permit 00-88 Sun Park Meadows 901 GrahamDRAINAGE REPORT
FEBRUARY, 2001
Sun Meadows Subdivision
Graham & Schaffer Roads
College Station, Texas
SUBMITTED BY
ROGERS ENGINEERING SERVICES
-
ROGERS ENGINEERING SERVICES
GEOTECHNICAL •STRUCTURAL· ENVI RONMENTAL ENGINEERS
February 19, 2001
Development Services
City of College Station
1101 Texas Avenue South
College Station , Texas 77840
Re: Drainage Report
Sun Meadows Subdivision
506 South Austin Street
Graham & Schaffer Roads
College Station, Texas
RES Job No: 5001-15-0008-00
Dear Sirs :
REVlcWC:O FOR
~ CO"-ftOI l.l\t\fCE
APR 0 2 200~
COLLEGE tfl A' f ION
ENGINEERING
311:1
Enclosed for your review is the Drainage Report for the Sun Meadows Subdivision
completed by Rogers Engineering Services (RES). The proposed project is located at the
intersection of Graham and Schaffer Roads adjacent to the Edelweiss Subdivision. This
drainage report was completed in accordance with current City of College Station
guidelines and in compliance with current accepted industry practices. RES believes all
information contained in this report is accurate . However RES does not warrant
information obtained from third party sources.
It has been a pleasure to provide you this service . If you have any questions with respect
to the findings of this report , please contact us .
Sincerely ,
Alton G. Rogers , P.E.
P.O . BOX 6 19 •BRE NH AM , T EXAS 77834-0619 • (409) 836-6855 ·fax (409) 836-6847
P.O. BOX 10763 ·CO LLEG E STATI O N , TE XAS 77842-0 763 • (409) 680-8840 ·fax (409) 680-8841
ROGERS ENGINEERING SERVICES
GEOTECHNICAL, STRUCTURAL & ENVIRONMENTAL ENGINEERING SERVICES
Certification
I, Alton G. Rogers, Licensed Professional Engineer No. 50833, State of Texas, hereby
certify that this report for the drainage design of the Sun Meadows Subdivision was
prepared by me in accordance with the provisions of the City of College Station Drainage
Policy and Design Standards for the owners thereof.
1400 South Austin Street· Brenham . Texas 77833 • (979) 836-6855 •fax (979) 836-6847
P.O . Box 10763 ·College Station , Texas 77842-0763 • (979) 680-8840 •fax (979) 680-8841
Table of Contents
Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
General Location and Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Primary Drainage Basin Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Existing Secondary Drainage Basin Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Drainage Design Criteria . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Drainage Facility Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Exhibits
Exhibit A : Subdivision Site Map ..................................... 4
Exhibit B : Pond Outlet Control Structure .............................. 5
Exhibit C : Offsite Drainage Map ..................................... 6
Exhibit D : Predeveloped Flow Conditions .............................. 7
Peak flows .............................................. 1.01
Time of Concentration Calculations ........................... 2 .01
Exhibit E : Developed Flow Conditions ................................ 8
Peak flows .............................................. 1.01
Time of Concentration Calculations ........................... 2.01
Outlet Structure Data ...................................... 4.01
Exhibit F : Developed Hydrographs and Hydrograph Addition .............. 9
1400 South Austin Street• Brenham. Texas 77833 • (97 9) 836-6855 •fax (979) 836-6847
P.O. Box 10763 ·College Station, Texas 77842-0763 • (979) 680-8840 •fax (979) 680-8841
Introduction
This drainage report is intended to address all proposed phases of the Sun Meadows
Subdivision . The drainage structure required for the completed development is included
in the construction of Sun Meadows, Phase One . This report is inclusive of flows from
surrounding subdivisions, the College Station Middle School , College Station Parks lands ,
and the site itself. Predeveloped conditions are also described to demonstrate compliance
with the City of College Station Drainage Policy and Design Standards.
General Location and Description
Sun Meadows consists of approximately s ixty-one (61) acres of land in Southwest College
Station to be subdivided in to multifamily (R2) lots in Phase One and single family lots in
Phase Two and Phase Three . Multifamily and single family housing will be separated by
detention ponds and drain ways . The project is bounded by Graham Road to the South ,
Schaffer Road to the West, Arnold Road to the North, and agricultural land to the East. No
existing roads currently exist within the development.
The development is adjacent to Edelweiss Estates, Phase Three (to the west),
Westchester Park and Southwood Athletic Park (to the north), and unplatted areas to the
east. These: eveleQmeAts may be seen on E:x hibi , "Stlbdiv ision MaR "
The site is presently used for pasture. Topography is gently rolling with 1 % to 3% slopes .
The north fork of Lick Creek divides the site into a northern and southern half. Phase One
includes development of the southern half up to and including the drainage basin to be built
around the existing creek . Phase Two includes the northern portion of the property , with
the exception of several lots in the northwest corner of the property . These lots comprise
Phase Three of the project.
Primary Drainage Basin Description
The entire Sun Meadows Subdivision (61) drains into the North Fork of Lick Creek, channel
reach Ill. The southern and northern portions of the property both slope toward the center
of the property, where the creek runs west to east.
Existing Secondary Drainage Basin Description
Stormwater from the site sheet flows into the creek in the existing condition. Once
developed , stormwater will be conveyed in channels along the curbs of the proposed
streets to storm sewers which empty into the drainage basin . Offsite water enters the site
through several areas . Runoff from the Edelweiss Subdivision travels down a partially
concrete lined channel from the west under Schaffer Road and into the creek . Runoff from
the Nottingham Subdivision to the Northwest, Westchester Park as well as the College
Station Middle School to the north of the park drain into an open, unlined ditch draining
parallel to Schaffer Road . This ditch empties into the North Fork of Lick Creek where the
Edelweiss runoff crosses Schaffer Road. This offsite runoff will pass through the detention
pond and continue on its present course through improved structures . Add itionally , runoff
14 00 Sou th Austin Stree t• Bre nh am, Texa s 77833 • (979 ) 836-68 55 •fax (979 ) 836-68 4 7
P.O. Bo x 10763 ·College Statio n , Texas 77 842-0 763 • (979) 68 0-88 40 •fax (979) 680-884 1
1
from the Southwood Athletic Park crosses the existing Arnold road and drains southward
in an unlined ditch into the North Fork of Lick Creek. The channel to Lick Creek for this
runoff will be improved and redirected to pass between lots, but will remain largely
unchanged. Other than the offsite water passing through the site as mentioned above, all
water runs directly into the primary drainage basin. The portion of the site in the existing
100 year flood plain was determined by Rogers Engineering Services (RES) and is shown
in Exhibit A, "Subdivision Map." No Federal Emergency Management Agency Flood
Insurance Rate Map exists for this property.
Drainage Design Criteria
All drainage design is in accordance with the City of College Station Drainage Policy and
Design Standards (DPDS). The design rainstorm has a statistical ten (10) year frequency,
although the drainage system was checked for storms with frequencies of five (5), twenty
five (25), fifty (50) and one hundred (100) years. Analysis was performed with the Soil
Conservation Service (SCS) curve number method. Curve numbers of 75 for the
predeveloped condition and 87 for the developed condition were used as per Table 111-4
of the DPDS. The detention facility and outlet structures were designed using Pond Pack
software from Haestad Methods. Pi!}es and box cu lve s were designed using Manning's
Equation with an "n" of 0.jA as pe r: ttle DPDS.
In order to accomodate off site flows entering the site, RES determined off site flows using
the SCS method. Flows were provided from the Edelweiss Subdivision; however, flows
were determined for the Nottingham Subdivision, Westchester Park and the Soutwood
Athletic Park . Due to the presence of an existing detention facility at Westchester Park,
determined the flows based on an undeveloped site.
Drainage Facility Design
Detention calculations were carried out using scs lag times based on the curve numbers.
The outlet control structure for the detention basin was designed using a combination of
a large orifice and a weir. Weir flow is based on the equation:
Q = C* L * H 312
where: C = 2.6 for broad crested weir
L = Length of weir
H = Head in feet, measured from top of weir
Orifice flow is based on the equation:
where:
Q = C *A* .J2 * g * H
c = 0.60
A = Area of opening in square feet
H = Head in feet, measured from center of orifice
g = 32.2 fUsec 2
1400 South Austin Street· Brenham. Texas 77833 • (979) 836-6855 •fax (979) 83 6-6847
P.O. Box 10763 ·College Station, Texas 77842-0763 • (979) 680-8840 ·fax (979) 680 -8841
2
Due to the existing high flows from the Edelweiss Subdivision , Nottingham Subdivision
and Westchester Park flowing through the detention facility, a large orifice at the base
of the outlet structure was required to prevent the pond from overflowing . The optimum
structure contains a fifteen (15) feet wide and four (4) feet high orifice at its base
(294 .00). A we i r located in the top of the structure (208) is two (2) feet wide by eight (8)
feet long, covered with a steel grate (Exhibit B, "Outlet Structure Detail "). This outlet
control structure is built around three , four (4) feet tall by five (5) feet wide box culverts
proposed under the proposed revised location of Schaffer Road .
It should be noted that the additional lag from the detention facility allows the runoff
from t he Southwood Athletic Park and the additional runoff from the development of the
northeast corner of the subdivision to bypass the detention facility . Peak flows for this
drainage occur prior to that of the detention facility, and hydrograph addition does not
y ield this as a maximum flow.
The detention facility as described herein results in the water surface elevation for a
100 year storm to be 298.04 feet at the pond. Based on this elevation , slabs
constructed in this subdivision shall have a minimum finished floor elevation of 301 fee t.
Conclusions
The Sun Meadows Subdivision as shown on the Master Development Plan and
construction drawings does meet the requirements as stated in the City of College
Station Drainage Policy and Design Standards .
14 00 South Au stin Street · Brenh a m , Texas 77833 • (979) 836-6 855 •fax (979 ) 836-6847
P.O. Bo x 1076 3 ·College Station , Texas 77842-07 63 • (979) 680 -8840 •fax (979 ) 680-8 84 1
3
WESTCHESTER PARK
(614/241)
COLLEGE STATION
SCHOOL DISTRICT
CITY OF COLLEGE STATION
I PARKLAND
p I p
H . H
SOUTHWOOD ATHLETIC PARK
(448/230,232 , &234)
Called 43 .1 7 Acres
-. -. -. -_UL:-.-.. -.. -.-1J! __ -.-=-. =-=-~;=-=-~=-~::=--=--=-=-=-=-=-=--~=--~;: ==--=-:::::::::~1~~:~1 ~i-====~i :i==! =;::=::·-;;~:.~·..:...~""~" =~==;====ij =~
w I ~.._~--00.W_·--------~-~-----~~
\
0t.n.m ROlld 70.00 R.0.W. eoncro •r VMe ec-ac
SUN MEADOWS SUBDIVISION
EXHIBIT A : SUBDIVISION SITE MAP
2'x8 ' OPENING W/ GRATE __.__ ______
4'x15' ORIFICE -i----+----+--
EXHIBIT B : POND OUTLET
CONTROL STRUCTURE
1
\
EXHIBIT D : PREDEVELOPED FLOW CONDITIONS
PREDEVELOPED AREA ID AREA DESCRIPTION
Q1 NOTTINGHAM SUBDIVISION AND WESTCHESTER PARK
Q2
Q3
Q4
HOSP IT AL AREA
CS UTILAREA
CREEK 3
CREEK4
CREEK MIDDLE
CREEK START
OUTFALL GRAHAM RD
EDELWEISS SUBDIVISION
SOUTHWEST ATHLETIC PARK AND NORTH PORTION OF SUN MEADOWS SUBDIVISION
SOUTH PORTION OF SUN MEADOWS SUBDIVISION
DRAINAGE TO LICK CREEK FROM THE CS MEDICAL CENTER
DRAINAGE TO LICK CREEK FROM THE CS UTILITY BUILDINGS
CONFLUENCE OF CREEK MIDDLE AND CS UTIL AREA
CONFLUENCE OF CREEK 3 AND HOSPITAL AREA
CONFLUENCE OF CREEK START, Q3 AND Q4 (FLOW OFF PROPERTY)
CONFLUENCE OF Q1 AND Q2
LICK CREEK OUTFALL AT GRAHAM ROAD
NOTE: CREEK 3, CS UTIL AREA, HOSPITAL AREA , CREEK 4 AND GRAHAM ROAD OUTFALL ARE INCLUDED
IN THIS DRAINAGE STUDY TO VERIFY NUMBERS WITH THOSE PROVIDED AT THE GRAHAM ROAD OUTFALL
WITH INFORMATION PROVIDED BY THE CITY OF COLLEGE STATION , AND TO ALLOW CORRELATION BETWEEN
DOWNSTREAM DRAINAGE STUDIES .
01
•
'~ CREEK START
02
~ ~ ,1•l1o!" ·.·::::'·'
cCO ~ '•!;::'.'
CS UTIL AREA '"'~ow
•
/CREEK\
/EKB CR C
CREEK .. •
;EEK MIDDLE
srr/ETFLOW
~ ·.-:.-::·.'
04
cCO ~ ·•::=:·
s~
HOSPITAL AREA
• CREEK4
Type .... Executive Summary (Nodes)
Name .... Water shed
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2.PPW
Storm ... Type!! 24hr Tag: Pre .. 5
NETWORK SUMMARY --NODES
Page 1.01
Event: 5 yr
(Trun .= HYG Truncation : Blank=None; L=Left ; R=Rt ; LR=Left & Rt)
DEFAULT Design Storm File .ID= BRAZOSCO.RNQ Storms 10
Storm Tag Name = Pre .. 5
Data Type , File, ID =
Storm Frequency
Synthetic Storm
5 yr
SCSTYPES .RNF Type!! 24hr
6.2000 in
1
Total Rainfall Depth=
Duration Multiplier=
Resulting Duration
Resulting Start Time=
24 .0000 hrs
.0000 hrs Step= .1000 hrs End= 24 .0000 hrs
HYG Vol Qpeak Qpeak Max WSEL
Node ID Type ac-ft Trun. hrs cfs ft
-----------------------------------------------------
CREEK 3 JCT 133. 801 R 12.9600 467 .42
CREEK 4 JCT 150.486 R 12.8200 541.49
CREEK MIDDLE JCT llS. 734 R 13 .1000 379.44
CREEK START JCT 87 .690 R 13 . 5200 268 .11
CS UTIL AREA AREA 18 .067 R 12.9400 89 .21
Outfall GRAHAM RD JCT 150 .486 R 12.8200 541 .49
HOSPITAL AREA AREA 16 .684 R 12.5400 109 .11
Ql AREA 19 .838 R 12.9500 92.99
Q2 AREA 67.852 R 13. 9500 207.39
Q3 AREA 19 .24 8 R 12 .6100 109.37
Q4 AREA 8 .797 R 12.8900 45 .47
SIN : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 13:02:41 Date : 02-16-2001
Type .... Executive Summary (Nodes)
Name .... Watershed
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2 .PPW
Storm ... Type I I 24hr Tag: Pre .10
NETWORK SUMMARY --NODES
Page 1.02
Event : 10 yr
(Trun.= HYG Truncation : Blank=None ; L=Left ; R=Rt ; LR=Left & Rt)
DEFAULT Design Storm File .ID = BRAZOSCO .RNQ Storms 10
Storm Tag Name = Pre .10
Data Type . File . ID =
Storm Frequency
Synthetic Storm
10 yr
SCSTYPES .RNF TypeII 24hr
7 .4000 in
1
Total Rainfall Depth=
Duration Multiplier=
Resulting Duration =
Result i ng Start Time =
24 .0000 hrs
.0000 hrs Step= .1000 hrs End= 24 .0000 hrs
HYG Vol Qpeak Qpeak Max WSEL
Node ID Type ac -ft Trun . hrs cfs ft
-----------------------------------------------------
CREEK 3 JCT 172 .429 R 12 .9500 603 . 27
CREEK 4 JCT 193 .268 R 12.8200 695 .72
CREEK MIDDLE JCT 148 .731 R 12.9600 487.06
CREEK START JCT 112 .112 R 13 . 5200 341 .03
CS UTIL AREA AREA 23 .698 R 12 .9400 116 .7.4
Outfal l GRAHAM RD JCT 193.268 R 12 .8200 695 . 72
HOSPITAL AREA AREA 20 .839 R 12 .5400 134 . 87
Ql AREA 25 .200 R 12 .9500 117 .28
Q2 AREA 86.912 R 13 . 9500 263 .86
Q3 AREA 25 .082 R 12.6100 142.50
Q4 AREA 11 .537 R 12.8900 59 .47
S/N: 821D01 206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 13 :02 :41 Date : 02 -16-2001
Type .... Executive Summary (Nodes)
Name .... Watershed
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2 .PPW
Storm ... TypeII 24hr Tag : Pre .25
NETWORK SUMMARY --NODES
Page 1 .03
Event : 25 yr
(Trun.= HYG Truncation : Blank =None ; L=Left ; R=Rt ; LR=Left & Rt)
DEFAULT Design Storm File.ID= BRAZOSCO .RNQ Storms 10
Storm Tag Name = Pre .25
Data Type , File , ID =
Storm Frequency
Synthetic Storm
25 yr
SCSTYPES.RNF Typell 24hr
8 .8000 in
1
Total Rainfall Depth=
Duration Multiplier=
Resulting Duration
Resulting Start Time=
24 .0000 hrs
.0000 hrs Step= .1000 hrs End= 24.0000 hrs
HYG Vol Qpeak Qpeak Max WSEL
Node ID Type ac-ft Trun. hrs cfs ft
------------------------------------ -----------------
CREEK 3 JCT 218.668 R 12 .9500 764 .13
CREEK 4 JCT 244 .405 R 12 .8200 878 .05
CREEK MIDDLE JCT 188 .168 R 12 .9600 615. 22
CREEK START JCT 141. 215 R 13 . 5200 426. 77
CS UTIL AREA AREA 30 .500 R 12 .9400 149.51
Outfa l l GRAHAM RD JCT 244.405 R 12 .8200 878.05
HOSPITAL AREA AREA 25 .737 R 12 .5300 164.81
Ql AREA 31.568 R 12 .9SOO 145.70
Q2 AREA 109 .646 R 13 . 9500 330.24
Q3 AREA 32 .106 R 12.6100 181. 84
Q4 AREA 14 .847 R 12 .8900 76 .12
S/N: 821D01 206A89 Rogers Engineering Serv
PondPack Ve r : 7 .0 (312) Compute Time : 13 :02 :41 Date : 02-16-2001
Type. . . . Executive Summary (Nodes)
Name .... Watershed
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2.PPW
Storm ... TypeII 24hr Tag: Pre .SO
NETWORK SUMMARY --NODES
Page 1.04
Event: SO yr
(Trun .= HYG Truncation: Blank=None; L=Left ; R=Rt; LR=Left & Rt)
DEFAULT Design Storm File.ID = BRAZOSCO .RNQ Storms 10
Storm Tag Name = Pre .SO
Data Type , File , ID =
Storm Frequency
Synthetic Storm
SO yr
SCSTYPES .RNF TypeII 24hr
9 .8000 in
1
Total Rainfall Depth=
Duration Multiplier=
Resulting Duration
Resulting Start Time=
24.0000 hrs
.0000 hrs Step= .1000 hrs End= 24 .0000 hrs
HYG Vol Qpeak Qpeak Max WSEL
Node ID Type ac-ft Trun. hrs cf s ft
-----------------------------------------------------
CREEK 3 JCT 2S2 .241 R 12.9SOO 879.78
CREEK 4 JCT 281 .499 R 12.7900 1009.21
CREEK MIDDLE JCT 216. 771 R 12 .9600 707 .27
CREEK START JCT 162.282 R 13. S200 488.17
CS UTIL AREA AREA 3S .469 R 12.9400 173.14
Outfall GRAHAM RD JCT 281.499 R 12 .7900 1009 .21
HOSPITAL AREA AREA 29 .2S9 R 12.S300 186 .11
Ql AREA 36.169 R 12.9SOO 16S.98
Q2 AREA 126.113 R 13. 9SOO 377. 77
Q3 AREA 37 .224 R 12.6100 210 .17
Q4 AREA 17 .26S R 12 .8900 88 .12
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7 .0 (312) Compute Time : 13 :02 :41 Date: 02-16-2001
Type .... Executive Summary (Nodes)
Name .... Watershed
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2.PPW
Storm ... TypeII 24hr Tag: PrelOO
NETWORK SUMMARY --NODES
Page 1.05
Event : 100 yr
(Trun.= HYG Truncation : Blank=None ; L=Left; R=Rt ; LR=Left & Rt)
DEFAULT Design Storm File .I D = BRAZOSCO .RNQ Storms 10
Storm Tag Name = PrelOO
Data Type. File . ID =
Storm Frequency
Total Rainfall Depth=
Duration Multiplier=
Resulting Duration
Resulting Start Time=
Synthetic Storm SCSTYPES.RNF TypeII 24hr
100 yr
11. 0000 i n
1
24.0000 hrs
.0000 hrs Step= .1000 hrs End= 24 .0000 hrs
HYG Vol Qpeak Qpeak Max WSEL
Node ID Type ac-ft Trun. hrs cfs ft
-----------------------------------------------------
CREEK 3 JCT 292 . 966 R 12 .9500 1018.94
CREEK 4 JCT 326 .468 R 12 .7900 1167 .10
CREEK MIDDLE JCT 251. 444 R 12 .9600 817 .98
CREEK START JCT 187 .786 R 13. 5200 561. 89
CS UTIL AREA AREA 41. 522 R 12 .9400 201 .65
Outfall GRAHAM RD JCT 326 .468 R 12.7900 1167 .10
HOSP ITAL AREA AREA 33 .502 R 12 .5300 211. 58
Ql AREA 41 . 730 R 12 .9500 190 .28
Q2 AREA 146 .056 R 13. 9500 434 .83
Q3 AREA 43 .448 R 12 .6100 244 .29
Q4 AREA 20.210 R 12 .8900 102.60
S/N: 821D01 206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time : 13 :02 :41 Date : 02 -1 6-2001
Type .... Tc Cales Page 2 .01
Name .... CS UTIL AREA
Fi le .... C:\H AESTAD\PPKW\PROJECTS\SUN MEADOW PRE2.PPW
TIME OF CONCENTRATION CALCULATOR
Segme nt #1 : Tc : SCS Lag
Hydraulic Length 3127 .00 ft
Runoff CN 75
Slope .008950 ft/ft
Avg .Velocity .54 ft/sec
Segme nt #1 Time : 1. 6180 hrs
=========================
Total Tc : 1. 6180 hrs
=========================
S/N: 821D01206 A89 Rogers Engi neering Serv
PondPack Ver : 7 .0 (312) Compute Time : 13:0 2 :41 Date : 02 -16-2001
Type .... Tc Cales Page 2 .02
Name .... CS UTIL AREA
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2.PPW
Tc Equations used ...
----SCS Lag ===========================================================
Tc= 0 .000877 * (Lf **0 .8) * ((1000/CN ) -9)**0 .7) * (Sf **-0 .5)
Where : Tc Time of concentration , hrs
Lf = Flow length , ft
n Mannings n
Sf Slope, ft/ft
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 13 :02 :41 Date : 02 -16-2001
Type .... Tc Cales Page 2.03
Name .... HOSPITAL AREA
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2.PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc: SCS Lag
Hydraulic Length 3155.00 ft
Runoff CN 87
Slope .009826 ft/ft
Avg.Velocity .83 ft/ sec
Segment #1 Time: 1.0565 hrs
=========================
Total Tc: 1.0565 hrs
=========================
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time: 13 :02:41 Date: 02-16-2001
Type .... Tc Cales Page 2 .04
Name .... HOSPITAL AREA
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2 .PPW
Tc Equations used ...
SCS Lag ===========================================================
Tc = 0.000877 * (Lf**0.8) * ((1000/CN) -9)**0.7) * (Sf**-0.5)
Where : Tc
Lf
n
Sf
Time of concentration, hrs
Flow length , ft
Mannings n
Slope , ft/ft
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 13:02 :41 Date : 02-16-2001
Type .... Tc Cales Page 2.05
Name .... Ql
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2 .PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc: SCS Lag
Hydraulic Length 4000 .00 ft
Runoff CN 83
Slope . 007200 ft/ft
Avg.Velocity .64 ft/sec
Segment #1 Time : 1.7344 hrs
=========================
Total Tc : 1 .7344 hrs
=========================
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 13 :0 2 :41 Date : 02 -16 -2001
Type .... Tc Cales Page 2.06
Name .... Ql
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2 .PPW
Tc Equations used ...
SCS Lag ===========================================================
Tc= 0.000877 * (Lf**0 .8) * ((1000/CN) -9)**0 .7) * (Sf**-0 .5)
Where: Tc Time of concentration , hrs
Lf = Flow length, ft
n Mannings n
Sf = Slope, ft/ft
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7.0 (312) Compute Time: 13 :02:41 Date : 02 -16 -2001
Type .... Tc Cales Page 2.07
Name .... Q2
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2.PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1 : Tc: SCS Lag
Hydraulic Length 5450.00 ft
Runoff CN 76
Slope .008000 ft/ft
Avg. Velocity .58 ft/sec
Segment #1 Time: 2.5929 hrs
---------------------------------------------.--------------------------
=========================
Total Tc: 2.5929 hrs
=========================
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7.0 (312) Compute Time : 13:02 :41 Date : 02-16-2001
Type .... Tc Cales Page 2 .08
Name .... Q2
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2.PPW
Tc Equations used ...
SCS Lag ===========================================================
Tc= 0.000877 * (Lf**0 .8) * ((1000/CN) -9)**0 .7) * (Sf**-0 .5)
Where: Tc = Time of concentration , hrs
L f Flow length, ft
n = Mannings n
Sf Slope , ft/ft
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time : 13 :02 :41 Date : 02-16-2001
Type .... Tc Cales Page 2 .09
Name .... Q3
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2 .PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1 : Tc : SCS Lag
Hydraulic Length 2710 . 00 ft
Runoff CN 76
Slope .009960 ft/ft
Avg .Velocity .57 ft/sec
Segment #1 Time : 1. 3133 hrs
=========================
Total Tc : 1 .3133 hrs
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 13 :02 :41 Date : 0 2-16 -2001
Type .... Tc Cales Page 2.10
Name .... Q3
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2 .PPW
Tc Equations used ...
----SCS Lag ===========================================================
Tc= 0 .000877 * (Lf**0.8) * ((1000/CN) -9)**0.7) * (Sf**-0 .5)
Where: Tc = Time of concentration, hrs
Lf Flow length, ft
n = Mannings n
Sf Slope , ft/ft
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time : 13:02 :41 Date : 02-16-2001
Type .... Tc Cales Page 2 .11
Name .... Q4
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2.PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc: SCS Lag
Hydraulic Length 2393 .00 ft
Runoff CN 75
Slope .006686 ft/ft
Avg. Velocity .44 ft/sec
Segment #1 Time: 1. 5113 hrs
=========================
Total Tc: 1 .5113 hrs
=========================
SIN : 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7 .0 (312) Compute Time: 13 :02 :41 Date : 02 -16 -2001
Type .... Tc Cales Page 2.12
Name .... Q4
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW PRE2.PPW
Tc Equations used ...
----SCS Lag ===========================================================
Tc = 0.000877 * (Lf **0.8) * ((1000/CN) -9)**0 .7) * (Sf **-0.5)
Where : Tc = Time of concentration, hrs
Lf Flow length, ft
n Mannings n
Sf = Slope , ft/ft
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 13:02 :41 Date : 02 -16-2001
DEVELOPED AREA ID
CS PARKS
CS UTILAREA
HOSPITAL AREA
INTO POND
OFF PROPERTY
OUTFALL
PHASE 2 EAST
PHASE 2WEST
01
02
04
WEST POND IN
WEST POND OUT
OUTFALL GRAHAM RD
EXHIBIT E : DEVELOPED FLOW CONDITIONS
AREA DESCRIPTION
SOUTHWOOD ATHLETIC PARK
DRAINAGE TO LICK CREEK FROM THE CS UTILITY BUILDINGS
DRAINAGE TO LICK CREEK FROM THE CS MEDICAL CENTER
CONFLUENCE OF 01 , 02, 04 AND PHASE 2 WEST
CONFLUENCE OF OUTFALL, CS UTILITY AREA AND HOSPITAL AREA
CONFLUENCE OF THE POND, SOUTHWOOD ATHLETIC PARK AND
PHASE 2 EAST -FLOW OFF PROERTY
EAST PORTION OF PHASE TWO OF SUN MEADOWS SUBDIVISION
WEST PORTION OF PHASE TWO OF SUN MEADOWS SUBDIVISION
NOTTINGHAM SUBDIVISION AND WESTCHESTER PARK
EDELWEISS SUBDIVISION
PHASE ONE OF SUN MEADOWS SUBDIVISION
FLOW INTO POND
FLOW OUT OF POND
LICK CREEK OUTFALL AT GRAHAM ROAD
NOTE: CREEK 3, CS UTIL AREA , HOSPITAL AREA, CREEK 4 AND GRAHAM ROAD OUTFALL ARE INCLUDED
IN THIS DRAINAGE STUDY TO VERIFY NUMBERS WITH THOSE PROVIDED AT THE GRAHAM ROAD OUTFALL
WITH INFORMATION PROVIDED BY THE CITY OF COLLEGE STATION, AND TO ALLOW CORRELATION BETWEEN
DOWNSTREAM DRAINAGE STUDIES .
~ ~!;I !·.·· ~
I :. ! .~; i :.: •
C:S PAR S PHA. F '?FA S T
~ ·!:·!·.•
(')1
PH A SF '? WFST
STORM I E : WERN
A 00
• CULVE RT . SC ~EF • L ICK AEAC ~
UNO E~HAEF .'NT(') f (')NI")
STORMrEWER
WFST PONn (')lJTFAI I
-(')4
Type .... Executive Summary (Nodes)
Name .... Watershed
F i le .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Storm ... TypeII 24hr Tag : Dev .10
NETWORK SUMMARY NODES
Page 1.01
Event : 10 yr
(Trun .= HYG Truncation: Blank=None ; L=Left ; R=Rt ; LR=Left & Rt)
DEFAULT Design Storm File .ID = BRAZOSCO .RNQ Storms 10
Storm Tag Name = Dev.10
Data Type , File . ID =
Storm Frequency
Synthetic Storm
10 yr
SCSTYPES .RNF TypeII 24hr
7 .4000 in
1
Total Rainfall Depth=
Duration Multiplier=
Resulting Duration
Resulting Start Time=
24.0000 hrs
.0000 hrs Step= .1000 hrs End= 24.0000 hrs
HYG Vol Qpeak
Node ID Type ac -ft Trun. hrs
------------------------------------
CS PARKS AREA 20 .488 R 12.7300
CS UTIL AREA AREA 23 .698 R 12 .9400
Outfall GRAHAM RD JCT 204 .929 12.7300
HOSPITAL AREA AREA 20 .839 R 12.5400
INTO POND JCT 135 .319 R 13 .1800
OFF PROPERTY JCT 204 .929 12.7300
OUTFALL JCT 160.387 12.9000
PHASE 2 EAST AREA 4 .576 R 12.1200
PHASE 2 WEST AREA 7 .748 R 12 .2600
Ql AREA 25 .200 R 12 .9500
Q2 AREA 86 .912 R 13. 9500
Q4 AREA 15 .459 R 12.3800
WEST POND IN POND 135 .319 R 13 .1800
WEST POND OUT POND 135 .319 13 . 5700
S/N: 821D01206A89 Rogers Engineer i ng Serv
PondPack Ver : 7 .0 (312) Compute Time : 23 :40 :18
Qpeak
cf s
--------
118.80
116 .74.
688 .52
134. 87
375 .24
688 .52
460 .29
54.41
68 .24
117 . 28
263 .86
118 . 34
375.24
367 .90
Max WSEL
ft
296. 55
Date : 02 -15-2001
Type .... Executive Summary (Nodes)
Name .... Watershed
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
Storm ... TypeII 24hr Tag : Dev .25
NETWORK SUMMARY NODES
Page 1.02
Event: 25 yr
(Trun .= HYG Truncation : Blank=None ; L=Left ; R=Rt ; LR=Left & Rt)
DEFAULT Design Storm File.ID= BRAZOSCO .RNQ Storms 10
Storm Tag Name = Dev.25
Data Type, File , ID=
Storm Frequency
Synthetic Storm
25 yr
SCSTYPES.RNF TypeII 24hr
8.8000 in
1
Total Rainfall Depth=
Duration Multiplier =
Resulting Duration =
Resulting Start Time=
24 .0000 hrs
.0000 hrs Step= .1000 hrs End= 24 .0000 hrs
HYG Vol Qpeak
Node ID Type ac-ft Trun. hrs
------------------------------------
CS PARKS AREA 27 .309 R 12.7300
CS UTIL AREA AREA 30.500 R 12.9400
Outfall GRAHAM RD JCT 259.079 12.7300
HOSPITAL AREA AREA 25.737 R 12.5300
INTO POND JCT 169 .873 R 13 .1100
OFF PROPERTY JCT 259.079 12.7300
OUTFALL JCT 202.836 12 .9000
PHASE 2 EAST AREA 5 .650 R 12.1200
PHASE 2 WEST AREA 9.568 R 12.2600
Ql AREA 31 .568 R 12.9500
Q2 AREA 109 .646 R 13. 9500
Q4 AREA 19 .091 R 12.3800
WEST POND IN POND 169.873 R 13 .1100
WEST POND OUT POND 169.873 13. 5800
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time: 23 :40:18
Qpeak
cfs
--------
158 .79
149.51
863.24
164 .81
469.01
863.24
578 .31
66 .37
83 .37
145 .70
330 .24
144 .57
469 .01
457 . 77
Max WSEL
ft
297 .17
Date : 02-15-2001
Type .... Ex ecutive Summary (Nodes)
Name .... Watershed
Fil e .... C:\HAESTAD \PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Storm ... TypeII 24hr Tag: Dev .SO
NETWORK SUMMARY --NODES
Page 1 .03
Event : 50 yr
(Trun .= HYG Truncation: Blan k=None ; L=Left ; R=Rt ; LR=Left & Rt)
DEFAULT Design Storm File .ID = BRAZOSCO .RNQ Storms 10
Storm Ta g Name = Dev . 50
Data Type , File , ID=
Storm Frequency
Synthetic Storm
50 yr
SCSTYPES .RNF TypeII 24hr
9 .8000 in
1
Total Rainfall Depth =
Duration Multiplier =
Result i ng Duration =
Result i ng Start T i me =
24 .0000 hrs
.0000 hrs Step = .1000 hrs End= 24.0000 hrs
HYG Vol Qpeak
Node ID Type ac -ft Trun . hrs
------------------------------------
CS PARKS AREA 32.374 R 12 .7300
CS UTIL AREA AREA 35 .469 R 12 .9400
Outfall GRAHAM RD JCT 298.395 12. 7300
HOSPITAL AREA AREA 29.259 R 12.5300
INTO POND JCT 194.859 R 13 .1100
OFF PROPERTY JCT 298 .395 1 2 .7300
OUTFALL JCT 233 .660 12 .9000
PHASE 2 EAST AREA 6 .422 R 12 .1200
PHASE 2 WEST AREA 10 .876 R 12 .2600
Ql AREA 36 .169 R 12 .9500
Q2 AREA 126 .113 R 13 . 9500
Q4 AREA 21 .702 R 12 .3800
WEST POND IN POND 194 .859 R 13 .1100
WEST POND OUT POND 194 .859 13 . 5800
S/N: 821D01 206A89 Rogers Engineer i ng Serv
PondPack Ve r: 7.0 (312) Compute Time : 23 :40 :18
Qpeak
cf s
--------
188 .16
173 .14
988 .94
186 . 11
536.23
988.94
662 .56
74 .87
94 .12
165 .98
377 . 77
163 .22
536 .23
523 .68
Max WSEL
ft
297 .60
Date : 02 -15-2001
Type .... Ex ecutive Summary (Nodes)
Name .... Watershed
File .... C:\HAESTAD \PPKW\PROJECTS \SUN MEADOW POSTC .PPW
Storm ... TypeII 24hr Tag : DevlOO
NETWORK SUMMARY --NODES
Page 1.04
Event : 100 yr
(Trun .= HYG Truncation : Blan k=None ; L=Left ; R=Rt ; LR=Left & Rt)
DEFAULT Design Storm File .ID = BRAZOSCO .RNQ Storms 10
Storm Tag Name = DevlOO
Data Type . File . ID =
Storm Frequency
Total Rainfall Depth=
Duration Multiplier =
Resulting Duration
Resulting Start Time=
Synthetic Storm SCSTYPES .RNF TypeII 24hr
100 yr
11. 0000 in
1
24.0000 hrs
.0000 hrs Step = .1000 hrs End= 24 .0000 hrs
HYG Vol
Node ID Type ac-ft Trun.
Qpeak
hrs
Qpeak
cf s
Max WSEL
ft
--------------------------------------------
CS PARKS AREA 38 .616 R 12. 7300 224 . 01
CS UTIL AREA AREA 41. 522 R 12 .9400 201. 65
Outfall GRAHAM RD JCT 346.090 12 .7300 1142 .17
HOSPITAL AREA AREA 33 .502 R 12.5300 211. 58
INTO POND JCT 225 . 085 R 13 .1100 616 .97
OFF PROPERTY JCT 346.090 12.7300 114 2 .17
OUTFALL JCT 271 .058 12.9000 770. 33
PHASE 2 EAST AREA 7 .352 R 12 .1200 85 .03
PHASE 2 WEST AREA 12 .452 R 12 .2600 106.98
Ql AREA 41 .730 R 12.9500 190.28
Q2 AREA 146 .056 R 13 . 9500 434 .83
Q4 AREA 24 .848 R 12.3800 185 .52
WEST POND IN POND 225 .085 R 13 .1100 616 .97
WEST POND OUT POND 225 . 085 13 . 5700 601.87 298.04
S/N: 821D01 206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312 ) Compute Time : 23 :40 :18 Date : 02 -15 -2001
Type .... Tc Cales Page 2 .01
Name .... CS UTIL AREA
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1 : Tc: SCS Lag
Hydraulic Length 3127 .00 ft
Runoff CN 75
Slope .008950 ft/ft
Avg .Velocity .54 ft/sec
Segment #1 Time : 1 .6180 hrs
=========================
Total Tc : 1.6180 hrs
=========================
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time : 23:40:18 Date: 02-15-2001
Type .... Tc Cales Page 2.02
Name .... CS UTIL AREA
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Tc Equations used ...
SCS Lag ===========================================================
Tc= 0.000877 * (Lf**0 .8) * ((1000/CN) -9)**0 .7) * (Sf**-0 .5)
Where : Tc = Time of concentration , hrs
Lf Flow length , ft
n Mannings n
Sf Slope , ft/ft
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7.0 (312) Compute Time : 23:40 :18 Date : 02-15-2001
Type .... Tc Cales Page 2.03
Name .... HOSPITAL AREA
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1 : Tc: SCS Lag
Hydraulic Length 3155.00 ft
Runoff CN 87
Slope .009826 ft/ft
Avg.Velocity .83 ft/sec
Segment #1 Time : 1 .0565 hrs
=========================
Total Tc : 1.0565 hrs
=========================
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 23:40 :18 Date: 02 -15 -2001
Type .... Tc Cales Page 2.04
Name .... HOSPITAL AREA
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Tc Equations used ...
----SCS Lag ===========================================================
Tc = 0.000877 * (Lf**0.8) * ((1000/CN) -9)**0 .7) * (Sf**-0.5)
Where: Tc Time of concentration , hrs
Lf Flow length, ft
n = Mannings n
Sf = Slope, ft/ft
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time : 23 :40 :18 Date : 02 -15 -2001
Type .... Tc Cales Page 2.05
Name .... PHASE 2 EAST
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc : SCS Lag
Hydraulic Length 1035.00 ft
Runoff CN 87
Slope .011000 ft/ft
Avg.Velocity .70 ft/sec
Segment #1 Time: .4094 hrs
=========================
Total Tc : .4094 hrs
=========================
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7 .0 (312) Compute Time : 23 :40 :18 Date : 02 -15-2001
Type .... Tc Cales Page 2.06
Name .... PHASE 2 EAST
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Tc Equations used ...
SCS Lag ===========================================================
Tc= 0.000877 * (lf**0 .8) * ((1000/CN ) -9)**0.7) * (Sf**-0.5)
Where: Tc Time of concentration , hrs
Lf = Flow length , ft
n = Mannings n
Sf Slope , ft/ft
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time : 23:40 :18 Date : 02 -15-2 001
Type .... Tc Cales Page 2.07
Name .... PHASE 2 WEST
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1 : Tc: SCS Lag
Hydraulic Length 1550 .00 ft
Runoff CN 87
Slope . 007700 ft/ft
Avg.Velocity .64 ft/sec
Segment #1 Time : .6759 hrs
=========================
Total Tc : .6759 hrs
=========================
S/N : 821D01206A89 Rogers Engineer i ng Serv
PondPack Ver : 7.0 (312) Compute Time : 23 :40 :18 Date : 02 -15 -2001
Type .... Tc Cales Page 2 .08
Name .... PHASE 2 WEST
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Tc Equations used ...
SCS Lag ===========================================================
Tc = 0 .000877 * (Lf**0 .8) * ((1000/CN) -9)**0 .7) * (Sf **-0 .5)
Where : Tc = Time of concentration , hrs
Lf = Flow length, ft
n = Mannings n
Sf Slope, ft/ft
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7 .0 (312) Compute Time : 23 :40 :18 Date : 02-15-2001
Type .... Tc Cales Page 2 .09
Name .... Ql
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1 : Tc: SCS Lag
Hydraulic Length 4000 .00 ft
Runoff CN 83
Slope . 007200 ft/ft
Avg .Velocity .64 ft/sec
Segment #1 Time : 1.7344 hrs
Total Tc : 1.7344 hrs
=========================
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 23:40 :18 Date : 02 -lS-2001
Type .... Tc Cales Page 2.10
Name .... Ql
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Tc Equations used ...
----SCS Lag ===========================================================
Tc= 0.000877 * (Lf**0.8) * ((1000/CN) -9)**0.7) * (Sf**-0 .5)
Where : Tc =Time of concentration, hrs
Lf = Flow length , ft
n = Mannings n
Sf Slope , ft/ft
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time: 23:40 :18 Date : 02 -15-2001
Type .... Tc Cales Page 2 .11
Name .... Q2
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc: SCS Lag
Hydraulic Length 5450 .00 ft
Runoff CN 76
Slope .008000 ft/ft
Avg.Velocity .58 ft/sec
Segment #1 Time : 2 .5929 hrs
=========================
Total Tc : 2 .5929 hrs
=========================
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7 .0 (312) Compute Time: 23 :40 :18 Date : 02 -15-2001
Type .... Tc Cales Page 2 .12
Name .... Q2
File .... C:\HAESTAD \PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Tc Equations used ...
----SCS Lag ===========================================================
Tc = 0 .000877 * (Lf**0 .8) * ((1000/CN) -9)**0 .7) * (Sf **-0 .5)
Where : Tc Time of concentration , hrs
Lf Flow length , ft
n Mannings n
Sf = Slope , ft/ft
SI N: 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7 .0 (312) Compute Time: 23 :40 :18 Date : 02 -15-2001
Type .... Tc Cales Page 2.13
Name .... Q3
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc : SCS Lag
Hydraulic Length 2710 .00 ft
Runoff CN 77
Slope . 009960 ft/ft
Avg .Velocity .58 ft/ sec
Segment #1 Time : 1.2903 hrs
=========================
Total Tc : 1.2903 hrs
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7.0 (312) Compute Time : 23 :40 :18 Date: 02-15-2001
Type .... Tc Cales Page 2.14
Name .... Q3
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Tc Equations used ...
----SCS Lag ===========================================================
Tc = 0 .000877 * (Lf**0.8) * ((1000/CN) -9)**0 .7) * (Sf**-0 .5)
Where : Tc Time of concentration , hrs
Lf = Flow length , ft
n = Mannings n
Sf = Slope , ft/ft
S/N : 821D01 206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 23 :40:18 Date : 02 -15 -2001
Type .... Tc Cales Page 2.15
Name .... Q4 DEV
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
TIME OF CONCENTRATION CALCULATOR
Segment #1 : Tc: SCS Lag
Hydraulic Length 1818 .00 ft
Runoff CN 87
Slope .006600 ft/ft
Avg . Velocity .61 ft/sec
Segment #1 Time : .8294 hrs
=========================
Total Tc: .8294 hrs
=========================
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7 .0 (312) Compute Time : 23 :40 :18 Date : 02-15-2001
Type .... Tc Cales Page 2.16
Name .... Q4 DEV
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
Tc Equations used ...
----SCS Lag ===========================================================
Tc = 0 .000877 * (Lf**0.8) * ((1000/CN) -9)**0 .7) * (Sf**-0.5)
Where : Tc Time of concentration, hrs
Lf Flow length , ft
n Mannings n
Sf = Slope, ft/ft
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 23:40:18 Date: 02 -15-2 001
Type .... Outlet Input Data
Name .... CULVERT -SCHAEF
File .... C:\HAESTAD \PPKW\PROJECTS \SUN MEADOW POSTC .PPW
REQUESTED POND WS ELEVATIONS :
Min . Elev .=
Increment =
Max . Elev .=
294.00 ft
. so ft
298 .50 ft
**********************************************
OUTLET CONNECTIVITY
**********************************************
---> Forward Flow Only (Upstream to DnStream)
<---Reverse Flow Only (DnStream to UpStream)
<---> Forward and Reverse Both Allowed
Structure No . Outfall El, ft
Page 4.01
E2 , ft
------------------------------------------
Orifice -Area bo ---> TW 294.000 298.500
Weir -Rectangular wm ---> TW 297 .500 298.500
TW SETUP , DS Channel
S/N: 821D01206A89 Rogers Engineer i ng Serv
PondPack Ver : 7.0 (312 ) Compute Time : 23 :40 :18 Date : 02 -15 -2001
Type .... Outlet Input Data
Name .... CULVERT -SCHAEF
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
OUTLET STRUCTURE INPUT DATA
Structure ID
Structure Type
# of Openings
Invert Elev .
Area
Top of Orif i ce
Datum Elev.
Orifice Coeff .
Structure ID
Structure Type
# of Openings
Crest Elev .
Weir Length
Weir Coeff .
= bo
= Orifice-Area
=
1
294. 00 ft
60 .0000 sq.ft
298. 00 ft
294 .00 ft
.600
= wm
= Weir-Rectangular
1
297.50 ft
20.00 ft
2.600000
Page 4 .02
Weir TW effects (Use adjustment equation)
= TW Structure ID
Structure Type = TW SETUP , OS Channel
FREE OUTFALL CONDITIONS SPECIFIED
CONVERGENCE TOLERANCES ...
Ma x imum Iterations= 30
Min . TW tolerance .01 ft
Max . TW tolerance .01 ft
Min . HW tolerance .01 ft
Max . HW tolerance .01 ft
Min . Q tolerance .10 cf s
Ma x. Q tolerance .10 cf s
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312 ) Comp ute Time : 23 :40 :18 Date: 02 -15-2001
Type .... Individual Outlet Curves
Name .... CULVERT -SCHAEF
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = bo (Orifice-Area)
Upstream ID (Pond Water Surface)
DNstream ID = TW (Pond Outfall)
WS Elev.Device Q Tail Water Notes
WS Elev. Q TW Elev Converge
ft cfs ft +/-ft Computation Messages
294.00
294.50
295.00
295.50
296.00
296. so
297.00
297.50
298.00
298 .50
.00
72. 20
144.39
216.59
288 .78
360.98
433.17
505 .37
577. 56
612 .60
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Hi=.00; Ht=4 .00 ; Qt=577.56
Hi=.50; Ht=4.00; Qt=577 .56
Hi=l .00; Ht=4.00; Qt=577.56
Hi=l.50; Ht=4.00; Qt=577.56
Hi=2.00; Ht=4 .00 ; Qt=577.56
Hi=2 .SO; Ht=4 .00; Qt=577.56
Hi=3 .00 ; Ht=4 .00 ; Qt=577.56
Hi=3 .SO ; Ht=4.00; Qt=577.56
H =4 .00
H =4 .50
S/N: 821D01206A89 Rogers Engineering Serv
Page 4 .03
PondPack Ver : 7.0 (312) Compute Time : 23:40 :18 Date: 02-15-2001
Type .... Individual Outlet Curves Page 4 .04
Name .... CULVERT -SCHAEF
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
RATING TABLE FOR ONE OUTLET TYPE
Structure ID = wm (Weir-Rectangular)
Upstream ID (Pond Water Surface)
DNstream ID = TW (Pond Outfall)
ws Elev.Device Q Tail Water Notes
---------------------------------------------------------
ws Elev . Q TW Elev Converge
ft cfs ft +/-ft Computation Messages
-------------------------------------------------
294.00 .00 Free Outfall HW & TW below Inv .El.=297 .500
294.50 .00 Free Outfall HW & TW below Inv.El .=297 .500
295.00 .00 Free Outfall HW & TW below Inv .El .=297 .500
295.50 .00 Free Outfall HW & TW below Inv .El.=297 .500
296.00 .00 Free Outfall HW & TW below Inv.El.=297 .500
296 . 50 .00 Free Outfall HW & TW below Inv.El.=297 .500
297.00 .00 Free Outfall HW & TW below Inv.El .=297 .500
297.50 .00 Free Outfall H=.00; Htw=.00 ; Qfree=.00;
298 .00 18 .38 Free Outfall H=.50 ; Htw=.00 ; Qfree=18.38;
298.50 52 .00 Free Outfall H=l. 00 ; Htw=.00 ; Qfree=52 .00 ;
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7 .0 (312) Compute Time: 23:40:18 Date : 02 -15 -2001
Type .... Composite Rating Curve
Name .... CULVERT -SCHAEF
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
***** COMPOSITE OUTFLOW SUMMARY ****
WS Elev, Total Q Notes
Elev. Q
ft cfs
294 .00
294.50
295.00
295 .50
296 .00
296 . 50
297 .00
297.50
298 .00
298 .50
.00
72 . 20
144.39
216.59
288.78
360.98
433 .17
505 .37
595.95
664.60
--------Converge -------------------------
TW Elev Error
ft +/-ft Contributing Structures
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
Free Outfall
bo
bo
bo
bo
bo
bo
bo
bo +wm
bo +wm
bo +wm
S/N : 821D01206A89 Rogers Engineering Serv
Page 4.05
PondPack Ver : 7 .0 (312) Compute Time : 23:40:18 Date: 02-15-2001
EXHIBIT F : DEVELOPED HYDROGRAPHS
AND HYDROGRAPH ADDITION
296.5
296.0
2' 295.5 .._
> Q)
w 295.0
294.5
4 6
Elev. vs. Time
WEST POND OUT Dev.IO
Currently Plotted Curves
WEST POND OUT Dev.10
8 10 12 14 16 18 20
Time (hrs)
298
297
> 296 Q)
w
295
4
Elev. vs. Time
WEST POND OUT DevlOO
Currently Plotted Curves
WEST POND OUT DevlOO
6 8 1 0 12 14 16 18 20
Time (hrs)
300
...-
~ 200
3:
0
u_
100
4 6
Hydro graph
CULVERT-SCHAEF Dev.IO
8 10 12 14
Time (hrs)
16 18 20
Currently Plotted Curves
WEST POND OUT Dev.10
CULVERT -SCHAEF Dev.10
600
500
400
............ n __.
~ 300
0
LL
200
100
4
Hydro graph
CULVERT-SCHAEF DevlOO
6 8 1 0 12 14 16 18 20
Time (hrs)
Currently Plotted Curves
WEST POND OUT DevlOO
---CULVERT -SCHAEF DevlOO
400
300
~
0 200 LL
100
4 6 8
Hydro graph
OUTFALL Dev.10
10 12 14
Time (hrs)
16 18 20
Currently Plotted Curves
OUTFALL Dev.10
CS PARKS Dev.10
PHASE 2 EAST Dev.10
CULVERT -SCHAEF Dev.10
600
.-.
~ ~ 400
~
0
LL
200
4 6
Hydro graph
OUTFALL Dev 100
8 10 12 14 16 18 20
Time (hrs)
Currently Plotted Curves
OUTFALL DevlOO
CS PARKS DevlOO
PHASE 2 EAST DevlOO
CULVERT -SCHAEF DevlOO
Table of Contents
Table of Contents
******************** NETWORK SUMMARIES *********************
Watershed ....... Dev.25
Executive Summary (Nodes) . . . . . . . . . . 1. 01
*********************** HYG ADDITION ***********************
INTO POND ....... Dev.25
Node : Addition Summary ............. 2.01
OFF PROPERTY .... Dev .25
Node : Addition Summary . . . . . . . . . . . . . 2 .11
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7 .0 (312) Compute Time: 16 :4 8 :4 0 Date : 02 -2 6-2001
Type .... Execut i ve Summary (Nodes)
Name .... Watershed
File .... C:\HAEST AD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Storm ... Type!! 24hr Tag : Dev.25
NETWORK SUMMARY --NODES
Page 1.01
Event : 25 yr
(Trun .= HYG Truncation : Blank=None ; L=Left ; R=Rt ; LR=Left & Rt )
DEFAULT Design Storm File .ID = BRAZOSCO .RNQ Storms 10
Sto r m Tag Na me = Dev.25
Data Type . File , ID =
Storm Frequency
Synthetic Storm
25 yr
SCSTY PES .RNF Type!! 24h r
8 .800 0 in
1
Total Rainfall Depth=
Duration Multiplier=
Re s ulting Duration =
Resulting Start Time=
24.0000 hr s
.0000 hrs Step= .1000 hrs End = 24.0000 hrs
HYG Vol Qpeak
Node ID Type ac -ft Trun . hrs
------------------------------------
CS PARKS AREA 27 .309 R 12.7300
CS UTIL AREA AREA 30 .500 R 12 .9400
Outfall GR AHAM RD JCT 259 .079 1 2.7300
HOSPITAL AREA AREA 25 .737 R 12 .5300
INTO POND JCT 169 .873 R 13 .1100
OFF PROPERT Y JCT 259 .079 12 .7300
OUTFALL JCT 202.836 12.9000
PH ASE 2 EAST AREA 5.65 0 R 12 .1200
PHASE 2 WEST AREA 9.568 R 12 .2600
Ql AREA 31.568 R 12 .9500
Q2 AREA 109 .646 R 13. 9500
Q4 AREA 19 .091 R 12 .3800
WEST POND IN POND 169 .873 R 13 .1100
WEST POND OUT POND 169 .873 13 . 5800
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7 .0 (312) Compute Ti me : 16 :48:40
Qpe ak
c f s
--------
158 .79
149 .51
863 .2 4
164.81
469 .01
863.24
578 .31
66 .37
83 .37
145 .70
330 .24
144.57
469 .01
45 7. 77
Max WSEL
ft
297 .17
Date : 02 -2 6 -2001
Type .... Node : Addition Summary
Name .... INTO POND
Page 2 .01
Event : 25 yr
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Storm ... Type!! 24hr Tag : Dev .25
SUMMARY FOR HYDROGRAPH ADDITION
at Node : INTO POND
HYG Directory : C:\HAESTAD\PPKW\PROJECTS\
==========================================================================
Upstream Li nk ID Upstream Node ID HYG file HYG ID HYG tag
WARNING: Adding in hydrograph that is truncated on right ...
UNDER EX SCHAEF . Q2 SUNPOST .HYG Q2 Dev.25
WARNING: Adding in hydrograph that i s truncated on right ...
DITCH Ql SUNPOST .HYG Ql Dev.25
WARNING : Adding in hydrograph that is truncated on right ...
STORM SEWER N PHASE 2 WEST SUNPOST.HYG PHASE 2 WEST Dev .25
WARNING: Adding in hydrograph that is truncated on right ...
STORM SEWER Q4 SUNPOST .HYG Q4 Dev .25
==========================================================================
INFLOWS TO : INTO POND
HYG file HYG ID HYG tag
SUNPOST.HYG Q2 Dev .25
SUNPOST.HYG Ql Dev .25
SUNPOST .HYG PHASE 2 WEST Dev .25
SUNPOST .HYG Q4 Dev .25
TOTAL FLOW INTO : INTO POND
----------------------------------------
HYG file HYG ID HYG tag
SUNPOST .HYG INTO POND Dev .2 5
Volume
ac -ft
109 .646
31. 568
9 .568
19.091
Volume
ac -ft
169.873
S/N: 821D01206A89 Rogers Engineer i ng Serv
PondPack Ver : 7 .0 (312) Compute Time : 16 :48 :40
Peak Time
hrs
13. 9500
12.9500
12 .2600
12.3800
Peak Time
hrs
13 .1100
Peak Flow
cfs
330. 24
145.70
83 .37
144 .57
Peak Flow
cfs
469.01
Date : 02 -26-2001
Type .... Node: Ad dition Summary
Name .... INTO POND
File .... C:\HAESTAD\PPKW\PROJECTS\SUN ME ADOW POSTC .PPW
Storm ... TypeII 24hr Tag: Dev .2S
Time
hrs
TOTAL NODE
HYG file
HYG ID
INFLOW ...
C:\HAEST AD\PPKW\PROJECTS\SUNPOST .HYG
INTO POND
HYG Tag Dev .2S
Peak Discharge
Time to Peak
HYG Volume
469 .01 cfs
13 .1100 hrs
169.873 ac-ft
-----------------------------------
WARNING : Hydrograph truncated on right side.
HYDROGRAPH ORDINATES (cfs)
Output Time i n crement = .0100 h r s
Time on left represents time for first value
Page 2.02
Event: 2S yr
in each row.
-----------------------------------------------------------------------
3.1000 .00 .00 .00 .0 0 .00
3.lS OO .00 .00 .01 .01 .01
3.2000 .01 .01 .01 .01 .01
3.2SOO .01 .01 .02 .02 .02
3.3000 .02 .02 .02 .03 .03
3 .3SO O .03 .03 .04 .04 .04
3 .4000 .OS .OS .OS .OS .06
3.4SOO .06 .07 .07 .0 8 .08
3.S OOO .08 .09 .09 .10 .10
3.SS OO .11 .11 .12 .12 .13
3.6000 .13 .14 .14 .lS .lS
3 .6SOO .16 .17 .17 .18 .19
3.7 00 0 .19 .20 .20 .21 .22
3.7SOO .22 .23 .2 4 .2S .2 S
3.8000 .26 . 27 .27 .28 .2 9
3.8S OO .30 . 30 .31 .32 .33
3.9000 .33 . 34 .3S .36 .3 6
3.9SOO .37 .38 .39 .39 .4 0
4 .0000 .41 .42 .43 .43 .44
4 .0SOO .4S .46 .47 .47 .48
4.1 0 00 .49 .SO .Sl .S2 .S3
4.lSOO .S3 .S4 .SS .S6 .S7
4.20 0 0 .S8 .S9 .S9 .60 .61
4.2S OO .62 .63 .64 .6S .66
4. 3000 .67 .67 .68 .69 .70
4 .3SOO .71 . 72 .73 .74 .7S
4 .4000 .76 . 77 .78 .79 .80
4 .4S OO .81 .82 .83 .84 .8S
4.SOOO .86 .87 .88 .89 .90
4 .SSOO .91 .92 .93 .94 .9S
S/N : 821D01206 A89 Ro gers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time: 16:48 :40 Date : 02 -26-2001
Type .... Node : Addit i on Summary
Name .... INTO POND
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
Storm ... TypeII 24hr Tag : Dev .25
WARNING : Hydrograph truncated on right side .
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0100 hrs
Page 2.03
Event : 25 yr
hrs I Time on left represents time for first value i n each row .
---------!--------------------------------------------------------------
4.6000
4 .6500
4 .7000
4 .7500
4 .8000
4 .8500
4 .9000
4 .9500
5.0000
5.0500
5 .1000
5.1500
5.2000
5 .2500
5.3000
5 .3500
5 .4000
5 .4500
5 .5000
5.5500
5 .6000
5.6500
5.7000
5.7500
5 .8000
5 .8500
5 .9000
5.9500
6 .0000
6 .0500
6.1000
6.1500
6 .2000
6 .2500
6 .3000
6.3500
6.4000
6.4500
6.5000
6 .5500
6 .6000
6.6500
6.7000
6.7500
.96
1. 02
1. 08
1.14
1. 20
1. 26
1.33
1. 41
1.48
1. 55
1. 63
1. 72
1. 81
1. 90
1. 99
2 .09
2 .19
2 .29
2 .39
2.51
2 .64
2.76
2 .89
3.02
3 .15
3 .28
3.41
3.56
3 . 72
3.89
4.05
4.22
4.38
4 .55
4. 72
4 .90
5.10
5 .30
5.50
5.70
5 .91
6 .11
6.32
6 .53
.97
1. 03
1. 09
1.15
1. 21
1. 28
1. 35
1. 42
1. 49
1. 56
1. 65
1. 74
1. 83
1. 92
2 .01
2.11
2.21
2.31
2 .41
2.53
2 .66
2 .79
2 .91
3.04
3 .17
3 .31
3 .44
3 .59
3 .76
3 .92
4 .09
4 .25
4 .42
4 .58
4 .75
4 .94
5 .14
5.34
5.54
5.75
5 .95
6.15
6. 36
6 .57
S/N: 821D01206A89 Rogers Engineering Serv
.98
1. 04
1.10
1.16
1. 23
1. 29
1. 36
1.43
1. 51
1. 58
1. 66
1. 76
1. 85
1. 94
2 .03
2 .13
2 .23
2. 33
2 .44
2.56
2.69
2 .81
2.94
3 .07
3.20
3 .33
3.47
3 .63
3 .79
3 .95
4.12
4 .28
4 .45
4.62
4 .79
4 .98
5.18
5 .38
5 .58
5 .79
5.99
6 .20
6 .40
6.61
PondPack Ve r : 7.0 (312) Compute Time : 16 :48 :40
.99
1. 05
1 .11
1.18
1. 24
1. 31
1. 38
1. 45
1. 52
1. 59
1. 68
1. 77
1. 86
1. 96
2 .05
2 .15
2 .25
2 .35
2 .46
2 .58
2 .71
2 .84
2.97
3.09
3.23
3 .36
3.50
3 .66
3.82
3.99
4.15
4 .32
4 .48
4.65
4.82
5.02
5 . 22
5 .42
5 .62
5 .83
6.03
6 .24
6.44
6 .66
1.00
1.06
1.13
1.19
1. 25
1. 32
1. 39
1.46
1. 53
1. 61
1. 70
1. 79
1. 88
1. 97
2 .07
2 .1 7
2 . 27
2 .37
2 .48
2 .61
2.74
2.86
2 .99
3 .12
3 .25
3 .39
3.53
3 .69
3.85
4.02
4.19
4 .35
4 .52
4.69
4.86
5 .06
5 .26
5.46
5.66
5 .87
6 .07
6 .28
6 .48
6 .71
Date : 02 -26-2001
Type .... Node: Addition Summary
Name .... INTO POND
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Storm ... TypeII 24hr Tag : Dev .25
WARNING : Hydrograph truncated on right side.
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0100 hrs
Page 2.04
Event : 25 yr
hrs Time on left represents time for first value in each row.
6.8000
6.8500
6.9000
6.9500
7.0000
7 .0500
7 .1000
7 .1500
7 .2000
7 .2500
7.3000
7.3500
7.4000
7.4500
7.5000
7.5500
7 .6000
7.6500
7.7000
7.7500
7 .8000
7 .8500
7.9000
7 .9500
8 .0000
8 .0500
8 .1000
8 .1500
8 .2000
8 .2500
8 .3000
8 .3500
8 .4000
8 .4500
8.5000
8 .5500
8 .6000
8.6500
8 .7000
8.7500
8.8000
8 .8500
8.9000
8.9500
6.76
6.99
7.23
7 .47
7.71
7.95
8 .19
8 .44
8 .69
8 . 96
9 .23
9.50
9 . 77
10.04
10.32
10 .59
10 .86
11.16
11.46
11. 76
12 . 05
12 .35
12 . 65
12 .95
13. 26
13 . 57
13 . 89
14. 22
14.55
14.89
15.22
15.57
15.93
16.30
16.70
17 .11
17 .54
17.97
18 .42
18.86
19.33
19 .80
20.30
20.83
6.80
7 .04
7.28
7.52
7.76
8 .00
8 .24
8 .48
8 .74
9 .01
9 .28
9 .55
9 .83
10 .10
10 . 37
10 .65
10 .92
11. 22
11 . 52
11 . 82
12 .11
12.41
12 .71
13 . 01
13 . 3 2
13 . 63
13 . 96
14.28
14.62
14.95
15 .29
15 .64
16 .00
16 .38
16.78
17 .19
17 .62
18.06
18 .50
18 . 96
19.42
19.90
20 .41
20.94
6.85
7 .09
7. 33
7.57
7.81
8.05
8.29
8 .53
8 .79
9 .07
9 .34
9 .61
9 .88
10 .15
10 .43
10 .70
10 .98
11. 28
11. 58
11 . 88
12 .17
12.47
12. 77
13 . 07
13. 38
13. 69
14.02
14.35
14.68
15.02
15.36
15. 72
16 .08
16.46
16.86
17 .28
17 .71
18 .15
18 .59
19 .05
19 .52
19 .99
20 .51
21 .04
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time : 16 :48 :40
6.90
7.14
7.38
7.62
7 .86
8.10
8 .34
8 .58
8.85
9 .12
9 .39
9.66
9 .93
10.21
10 .48
10 .76
11 .04
11. 34
11 . 64
11. 94
12 .23
12 .53
12 .83
13 .13
13 .44
13 . 76
14 .09
14.42
14.75
15.09
15.43
15.79
16.15
16 .54
16 .94
17 .36
17.79
18.24
18 .68
19.14
19 .61
20 .09
20 .62
21.15
6 .95
7 .18
7 .42
7 .66
7 .91
8 .15
8 .39
8 .63
8 .90
9 .17
9 .45
9 . 72
9 .99
10 .26
10 .54
10 .81
11 .10
11.40
11 .70
12 .00
12 .29
12 .59
12 .89
13 . 20
13 . so
13 . 8 2
14 .15
14.48
14.82
15.15
15.50
15.86
16. 22
16 .62
17 .03
17 .45
17 .88
18 .33
18 . 77
19 .23
19 .70
20 .20
20 . 72
21. 26
Date : 02 -26-2001
Type .... Node : Addition Summary
Name .... INTO POND
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
Storm ... Type!! 24hr Tag: Dev .25
WARNING : Hydrograph truncated on right side .
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0100 hrs
Page 2.05
Event : 25 yr
hrs I Time on left represents time for first value in each row.
---------!--------------------------------------------------------------
9 .0000
9 .0500
9.1000
9.1500
9 .2000
9.2500
9 .3000
9 .3500
9 .4000
9.4500
9.5000
9 .5500
9 .6000
9 .6500
9.7000
9.7500
9.8000
9 .8500
9.9000
9.9500
10 .0000
10.0500
10.1000
10 .1500
10 .2000
10 .2500
10 .3000
10 .3500
10.4000
10 .4500
10 .5000
10.5500
10.6000
10 .6500
10 .7000
10 .7500
10 .8000
10.8500
10.9000
10.9500
11 . 0000
11. 0500
11 .1000
11.1500
21. 36
21. 91
22 .46
23.02
23 .57
24.12
24 .68
25 .29
25 .90
26.49
27.08
27 .67
28 .25
28 .82
29.40
30 .02
30 .67
31. 33
32.00
32.68
33.39
34.12
34.86
35 .62
36 .49
37 .39
38 .30
39 .23
40 .17
41.18
42 .19
43 .23
44 . 38
45 .60
46 .89
48 .19
49.53
50.88
52.32
53 .80
55.38
57 .17
59 .02
61.00
21.47
22.02
22. 57
23 .13
23.68
24.23
24.81
25 .41
26 .02
26.61
27.20
27 .78
28 .36
28 .94
29.51
30 .15
30.80
31. 46
32 .13
32.82
33.54
34.26
35 .01
35 .79
36 .67
37 .57
38 .48
39.42
40.37
41. 38
42.40
43.44
44 .61
45.86
47.14
48.46
49 .79
51.16
52 .61
54.10
55 .74
57.53
59.41
61. 39
21. 58
22 .13
22 . 68
23 .24
23 .79
24. 35
24 .93
25 .54
26 .13
26 . 72
27 .32
27 .90
28 .48
29 .05
29 .63
30.28
30 .93
31. 60
32 .27
32 .97
33 .68
34.41
35.16
35. 96
36 .85
37.75
38.67
39 .60
40.57
41.58
42.61
43 .66
44.85
46.12
47.40
48 .73
50 .06
51. 44
52 .91
54 .41
56 .10
57 .90
59 .81
61. 79
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time : 16:48 :40
21. 69
22.24
22.79
23.35
23.90
24.46
25.05
25.66
26.25
26 .84
27.43
28.02
28.59
29.17
29.76
30 .41
31. 06
31.73
32 .41
33.11
33.83
34.56
35.31
36 .13
37 .03
37.93
38 .86
39.79
40. 77
41. 78
42.82
43 .90
45 .10
46.37
47.66
48.99
50 .33
51 .73
53 .20
54 .71
56.45
58 .27
60 .21
62 .21
21. 80
2 2.35
22.90
23 .46
24.01
24 .57
2 5.17
2 5.78
26 .37
26 . 96
27 .55
28 .13
28 .71
29 .28
29 .89
30 .54
3 1.19
3 1. 86
32 .54
33.25
33.97
34 . 71
35 .46
36.31
37 .21
38 .11
39 .04
39.98
40.97
41.99
4 3.02
44.14
45.35
46.63
47.93
49.26
50.60
52 .02
53 .50
55 .02
56.81
58.64
60 .60
62 .62
Date : 02 -26-2001
Type .... Node : Addition Summary
Name .... INTO POND
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Storm ... Type!! 24hr Tag : Dev.25
WARNING: Hydrograph truncated on right s i de.
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0100 hrs
Page 2 .06
Event : 25 yr
hrs Time on left represents time for first value in each row .
11.2000
11. 2500
11. 3000
11. 3500
11. 4000
11. 4500
11 . 5000
11. 5500
11. 6000
11. 6500
11. 7000
11.7500
11 . 8000
11.8500
11 . 9000
11.9500
12.0000
12.0500
12.1000
12.1500
12.2000
12.2500
12 .3000
12.3500
12.4000
12 .4500
12.5000
12.5500
12 .6000
12.6500
12.7000
12.7500
12.8000
12.8500
12.9000
12.9500
13. 0000
13. 0500
13 .1000
13 .1500
13. 2000
13. 2500
13. 3000
13. 3500
63.04
65 .13
67.30
69.61
72 .11
75 .87
80 .08
84 .73
90.26
97 . 22
104 .82
114 . 97
127 .09
146 .24
171. 06
199 .04
231. 04
265.49
301.18
335. 99
364.16
389.45
411 . 01
428.62
441. 34
449 .03
454.59
454 .75
455 .02
454.90
455 .51
456.00
455.53
456. 72
459.20
462.48
464.00
465.82
468.91
468.67
468.39
466.99
466 .22
465 .77
63.46
65.55
67.74
70.10
72 . 64
76 . 71
80.99
85.71
91.41
98 .74
106 .34
117.33
130 .18
151.15
176 .54
205.35
237 .66
272.75
308 .14
342 .96
369.22
394 .45
414 .58
431 .54
442 .97
450.33
454.60
454.80
454.97
454.92
455.87
455 .90
455 .59
457 .18
459 .79
462 .74
464.36
466 .38
469.01
468 .61
468 .11
466 .75
466.12
465.70
63.88
65 .97
68.19
70 .60
73 .40
77 . 55
81. 90
86 .82
92 .75
100 .26
107 .99
119 . 69
133 .55
156 .07
182 .02
211 .67
244 .27
280.08
315 .11
348.99
374.28
399.56
418.16
434 .46
444.60
451. 64
454.62
454 .86
454.82
454.94
456.32
455.79
455.64
457.64
460.38
462.99
464.71
466.97
468.92
468.76
467 .83
466 .52
466 .02
465 .64
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time : 16:48 :40
64 .30
66 .40
68 .64
71. 09
74. 22
78.40
82 .82
87. 96
94.19
101.78
110. 25
122. 05
136. 92
160.98
187.50
217.98
251.18
287 .26
322.07
354 .05
379.34
403 .87
421.73
437.38
446 .23
452.94
454 .64
454.91
454 .85
454 .97
456 .21
455.69
455.79
458.10
460.96
463 .28
465.07
467.62
468.84
468.92
467.54
466 .42
465.92
465 .57
64.71
66.85
69 .12
71. 59
75.04
79.24
83.76
89 .11
95.71
103.30
112. 61
124. 41
141. 33
165.90
192 .98
224 . 42
258 .33
294.22
329.03
359.10
384.40
407 .44
425 .30
439 .71
447 . 73
454 .10
454.70
454 . 96
454 .87
455 .24
456 .11
455.58
456.25
458.61
461. 61
463.64
465.43
468. 27
468.75
468.67
467.26
466.32
465.83
465 .60
Date : 02-26-2001
Type .... Node: Addition Summary
Name .... INTO POND
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Storm ... Type!! 24hr Tag: Dev.25
WARNING: Hydrograph truncated on right side .
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0100 hrs
Page 2.07
Event: 25 yr
hrs Time on left represents time for first value in each row .
13. 4000
13 . 4SOO
13 . 5000
13 . 5500
13. 6000
13. 6500
13. 7000
13. 7500
13 . 8000
13. 8500
13 . 9000
13 . 9500
14 .0000
14.0500
14.1000
14.15 00
14 .2000
14 .2500
14.3000
14.3500
14 .4000
14.4500
14 .5000
14 .5500
14 .6000
14.6500
14.7000
14.7500
14.8000
14.8500
14 .9000
14.95 00
15 .0000
15 .0500
15.1000
15.1500
15.2000
15 .2500
15.3000
15.3500
15.4000
15 .4500
15.5000
15.5500
465.64
465 .05
464.33
461.43
455.97
450.96
446.73
442.71
438.75
434.91
431. 71
428.92
422.57
416.24
410 .03
404.46
399 .08
393 .70
388.38
383.19
376.75
369.24
361 .76
354 .34
347 .21
340 .34
333.46
326.64
319.69
312.24
304.80
297.38
289 . 96
282 .64
275 .50
268 .35
261. 21
254 .87
249 .05
243.28
237. 52
231.76
226.02
220. 40
465 .68
464 .89
464.25
460 .34
454 .92
450 .11
445 .89
441. 91
437 .96
434.16
431.17
427 .65
421. 30
414.99
408 .85
403 .38
398 .00
392 .63
387 .32
382 . 22
375 .24
367 .74
360. 27
352 .85
345.84
338 . 96
332.09
325 .2 7
318 .20
310 .75
303 .32
295 .89
288 .48
281. 21
274. 07
266 .9 2
259.78
253 .67
247 .90
242 .13
236 .37
230 .61
224 . 89
219 .28
465.54
464.74
464.18
459.25
453.90
449.27
445.09
441.12
437 .18
433.40
430.64
426.37
420.03
413 . 75
407 .76
402.30
396 . 92
391. 56
386.26
381. 24
373 .74
366.24
358 .79
351.38
344 .46
337 .59
330 . 73
323 .91
316 .71
309.27
301.83
294 .41
286.99
279.78
272. 64
265 .49
258.45
252 .51
246 .74
240.98
235 .21
229.45
223 . 77
218 .15
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time: 16:48 :40
465 .36
464.58
463 .62
458 .15
452 .89
448 .42
444 .29
440 .33
436.41
43 2 . 77
430 .11
425 .11
418 . 77
412 .51
406 .66
401. 23
395 .85
390 .50
385 .19
379 .75
3 72. 24
364 .74
357.30
349.99
343.09
336 .21
329.36
322. 54
315.22
307.78
300 .34
292.93
285.51
278.36
271 .21
264.07
257.26
251.36
245 .59
239 .82
234 .06
228 .30
222 .65
217.03
465.21
464.42
462.52
457.06
451.87
447.57
443.50
439.54
435 .66
432 .24
429.60
423.84
417.50
411.27
405.56
400.15
394. 77
389.44
384.16
378.25
370.74
363.24
355.82
348.60
341.71
334.84
328.00
321.18
313. 73
306 .29
298.86
291. 44
284 .07
276.93
269.78
262.64
256.06
250.20
244.44
238.67
232.91
227 .15
221.52
215.90
Date: 02-26-2001
Type .... Node : Addition Summary
Name .... INTO POND
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
Storm ... Type!! 24hr Tag: Dev.25
WARNING: Hydrograph truncated on right side .
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0100 hrs
Page 2.08
Event : 25 yr
hrs Time on left represents time for first value in each row.
15.6000
15.65 00
15.7000
15 .7500
15 .8000
15.8500
15.9000
15.9500
16.0000
16.0500
16.1000
16.1500
16.2000
16.2500
16.3000
16.3500
16 .4000
16 .4500
16.5000
16.5500
16 .6000
16.6500
16.7000
16.7500
16.8000
16 .8500
16 .9000
16.9500
17.0000
17.0500
17.1000
17.1500
17.2000
17.2500
17 .3000
17.3500
17 .4000
17.4500
17.5000
17.5500
17 .6000
17.6500
17.7000
17.7500
214 .78
209.47
205.16
200.90
196. 69
192 .48
188 .28
184 .07
179 .93
175 .79
172 .29
168 .96
165.65
162 .38
159 .13
155 .88
152.63
149.42
146.41
143. 77
141 .14
138. 51
135.93
133.35
130. 78
128.21
125 .65
123 .56
121.55
119. 53
117. 51
115 . 51
113. 53
111. 54
109.55
107.71
106 .11
104.51
102.91
101.31
99.73
98.17
96. 62
95 .06
213. 66
208.61
204.30
200.06
195 .85
191.64
187.43
183 .23
179 .10
174 .97
171.62
168.29
164.99
161.73
158.48
155 .23
151.98
148 .78
145.88
143.24
140 .61
138. 00
135 . 41
13 2. 84
130 . 26
127.70
125 .18
123 .16
121.14
119 .12
117 .11
115.12
113 .13
111.14
109 .15
107 .39
105 .79
104 .19
102.59
100.99
99.42
97.86
96. 31
94.80
212.54
207.74
203.43
199.22
195.01
190.80
186.59
182.41
178.27
174.29
170.95
167.63
164.34
161. 08
157.83
154.58
151. 34
148.14
145.35
142. 72
140.09
137 . 48
134. 90
132.32
129 .75
127 .18
124 .78
122 .76
120 .74
118 . 72
116 . 71
114 . 72
112.73
110.74
108 .75
107 .07
105. 47
103 .87
102 .27
100.66
99 .11
97.55
95.99
94.55
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7.0 (312) Compute Time : 16:48:40
211. 41
206.88
202.58
198.37
194.17
189 . 96
185.75
181.58
177. 45
173 .62
170 .29
166.96
163 .69
160.43
157 .18
153 .93
150 .70
147 .51
144 .83
142.19
139. 56
136 . 96
134 . 38
131. 81
129.24
126.67
124 .37
122 .35
120.33
118. 32
116. 31
114. 3 2
112 .33
110 . 34
108.36
106.75
105 .15
103 .55
101 .95
100 .35
98.79
97 .24
95.68
94 .30
210. 33
206.02
201.74
197.53
193.33
189 .12
184 .91
180 .75
176 .62
172 . 95
169 .62
166 .30
163 .04
159 .78
156.53
153.28
150.06
146.94
144.30
141.66
139. 04
136 . 44
133. 87
131.29
128.72
126.16
123.97
121 .95
119.93
117. 92
115.91
113.92
111. 93
109 .95
108.04
106.43
104 .83
103 .23
101. 63
100 .04
98.48
96 . 93
95 .37
94 .05
Date: 02-26-2001
Type .... Node : Addition Summary
Name .... INTO POND
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
Storm ... TypeII 24hr Tag: Dev .25
WARNING : Hydrograph truncated on right side.
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0100 hrs
Page 2.09
Event: 25 yr
hrs I Time on left represents time for first value in each row .
---------!--------------------------------------------------------------
17.8000
17 .8500
17.9000
17 .9500
18.0000
18.0500
18.1000
18.1500
18 .2000
18 .2500
18.3000
18.3500
18 .4000
18 .4500
18.5000
18 .5500
18 .6000
18.6500
18.7000
18.7500
18.8000
18 .8500
1 8.9000
18.9500
19 .0000
19.0500
19.1000
19 .1500
19 .2000
19 .2500
19 .3000
19.3500
1 9.4000
19 .4500
19 .5000
19 .5500
19 .6000
19 .6500
19 .7000
19.7500
19.8000
19.8500
19.9000
19.9500
93 .80
92 .55
91. 31
90 .07
88 .82
87 .58
86 .35
85 .12
84 .01
83 .01
82.02
81. 03
80 .04
79 .05
78.06
77. 08
76 .10
75.29
74 .47
73 . 66
72 . 84
72 . 03
7 1. 21
70 .40
69 .59
68 .85
68.16
67 .47
66 .78
66 .09
65 .41
64 . 72
64 .03
63 .35
62 .76
62.16
61. 57
60.97
60 .38
59 .78
59.19
58 .59
58 .04
57 .52
93 .55
92 .30
91. 06
89.82
88.58
87 .34
86 .10
84 .87
83.81
82 .81
81. 82
80.83
79 .84
78 .86
77 .87
76.88
75 .94
75 .12
74.31
73 .49
72 . 68
71 . 86
71. 05
70 .24
69 .43
68 .71
68 .02
67 .33
66 .64
65 . 96
65 .27
64 .58
63 .89
63 .24
62 .64
62.04
61.45
60 .85
60.26
59 .66
59 .07
58.47
57.94
57 .41
93 .30
92 .05
90 .81
89 .57
88.33
87 .09
85 .86
84 .62
83 .61
82.61
81. 63
80.64
79.65
78 .66
77. 67
76.69
75.78
74 . 96
74.14
73.33
72 . 52
71. 70
70.89
70 .07
69.26
68 .57
67.88
67 .20
66.51
65.82
65 .13
64 .44
63.75
63.12
62.52
61. 92
61. 33
60.73
60 .14
59.54
58 .95
58 .36
57.83
57. 31
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time : 16:48 :40
93 .05
91. 81
90 .56
89.32
88 .08
86.84
85.61
84.40
83 .41
82 .42
81. 43
80 .44
79 .45
78.46
77 .47
76 .49
75 .61
74 .80
73 .98
73 .17
72 . 35
71. 54
70 . 73
69.91
69 .13
68 .44
67 .75
67 .06
66 .37
65 .68
64 .99
64.30
63 .62
63 .00
62 .40
61. 81
61. 21
60.61
60.02
59.42
58 .83
58 .25
57.73
57 .20
92 .80
9 1. 56
90.31
89 .07
87 .83
86 .60
85 .36
84 .21
83 .21
82.22
81. 23
80 .24
79 .25
78 .26
77 . 28
76 .29
75.45
74 .63
73 .82
73 .00
72 .19
71. 38
70 .56
69 .75
68 .99
68 .30
67 .61
66.9 2
66.23
65.54
64 .85
64.17
63 .48
62 .88
62.28
61. 69
61. 09
60.49
59.90
59 .30
58 .71
58.15
57.62
57 .10
Date : 02 -26-2001
Type .... Node : Addition Summary
Name .... INTO POND
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
Storm ... Type!! 24hr Tag : Dev .25
WARNING : Hydrograph truncated on right side.
HYDROGRAPH ORDINATES (cfs)
Page 2.10
Event: 25 yr
Time Output Time increment = .0100 hrs
hrs I Time on left represents time for first value in each row.
---------1--------------------------------------------------------------
20 .0000 I 56 .99
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 16 :48:40 Date : 02 -26-2001
Type .... Node : Ad dition Summary
Name .... OFF PRO PE RTY
Page 2 .11
Event : 25 yr
File .... C:\HAESTAD\PPKW\PROJECTS\SUN ME ADOW POSTC .PPW
Storm ... Type!! 24hr Tag: Dev.25
SU MMA RY FO R HY DROGR APH ADDITI ON
at Node: OFF PROPERTY
HYG Directory : C:\HAESTAD\PPKW\PROJECTS\
==========================================================================
Upstrea m Link ID Upstream Node ID HYG file HYG ID HYG tag
LICK RE ACH OUTFALL SUNPOST.HYG OUTFALL Dev.2S
WARNING : Adding in hy d r ograph that is truncated on right ...
A 30 HOSPITAL ARE A SUNPOST .HYG HOSPITAL AREA Dev.25
WARN IN G: Adding in hy drograph that i.s truncate d on right ...
A 20 CS UTIL AREA SUNPOST .HYG CS UTIL AREA Dev .2S
==========================================================================
INFLOWS TO : OFF PROPERTY
HYG file HYG ID HYG tag
SUNPOST.HYG OUTFALL Dev .2S
SUNPOST .HYG HOSPITAL AREA Dev.25
SUNPOST .HYG cs UTI L AREA Dev .25
TOTAL FLOW INTO: OFF PROPERTY
----------------------------------------
HYG file HYG ID HYG tag
SUNPOST.HYG OFF PROPERTY Dev.25
Volume
ac-ft
202 .836
25 . 737
30 .50 0
Volume
ac-ft
259 .0 79
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time : 16:48 :40
Peak Time
hrs
12.9000
12.5300
12 .9400
Peak Time
hrs
12.7300
Peak Flow
cfs
578.31
164.81
149.51
Peak Flow
cfs
863 .24
Date : 02 -26 -2001
Type .... Node : Addition Summary
Name .... OFF PROPERTY
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Storm ... Type!! 24hr Tag : Dev .2 5
TOTAL NODE
HYG file
HYG ID =
HYG Tag =
INFLOW ...
C:\HAESTAD\PPKW\PROJECTS\SUNPOST.HYG
OFF PROPERTY
Dev.25
Peak Discharge =
Time to Peak =
HYG Volume
863 .24 cfs
12.7300 hrs
259.079 ac -ft
HYDROGRAPH ORDINATES (cfs)
Time I Output Time increment = .0100 hrs
Page 2 .12
Event : 25 yr
hrs I Time on left represents time for first value in each row .
---------!--------------------------------------------------------------
3.0900
3 .1400
3 .1900
3.2400
3.2900
3.3400
3.3900
3.4400
3.4900
3.5400
3.5900
3 .6400
3.6900
3 .7400
3 .7900
3.8400
3 .8900
3.9400
3.9900
4 .0400
4 .0900
4.1400
4.1900
4.2400
4 .2900
4.3400
4.3900
4.4400
4.4900
4.5400
4 .5900
4.6400
4.6900
.00
.01
.01
.02
.03
.05
.07
.09
.12
.16
.20
.25
. 30
.35
.41
.48
.55
.62
.69
. 77
.84
.93
1. 01
1.09
1.18
1. 27
1 .36
1. 45
1.54
1. 64
1. 74
1.84
1. 94
.00
.01
.01
.02
.03
.05
.07
.10
.13
.17
.21
.26
. 31
.37
.42
.49
.56
.63
.71
.78
.86
.94
1.02
1.11
1.20
1. 28
1. 38
1.47
1. 56
1. 66
1. 76
1. 86
1. 96
S/N : 821D01206A89 Rogers Engineering Serv
.00
.01
.01
.02
.04
.05
.08
.11
.14
.18
. 22
. 27
.32
.38
.44
.50
.57
.65
. 72
.80
.88
.96
1.04
1.13
1. 21
1. 30
1. 39
1. 49
1. 58
1. 68
1. 78
1. 88
1. 98
PondPack Ver : 7.0 (312) Compute Time : 16:48 :40
.00
.01
.01
.03
.04
.06
.08
.11
.14
.18
.23
.28
.33
.39
.45
.52
.59
.66
.74
.81
.89
.97
1. 06
1.14
1. 23
1. 32
1. 41
1. 51
1. 60
1. 70
1. 80
1. 90
2.00
.00
.01
.02
.03
.04
.06
.09
.12
.15
.19
.24
.29
. 34
.40
.46
.53
.60
.68
.75
.83
.91
.99
1. 07
1.16
1. 25
1. 34
1. 43
1. 52
1. 62
1. 72
1. 82
1. 92
2.02
Date : 02 -2 6-2001
Type .... Node : Addition Summary Page 2 .13
Name .... OFF PROPERTY Event : 25 yr
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Storm ... Type II 24hr Tag: Dev .25
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0100 hrs
hrs Time on left represents time for first value in each row .
-----------------------------------------------------------------------
4 .7400 2 .05 2 .07 2 .09 2 .11 2 .13
4.7900 2 .15 2 .18 2 .20 2.22 2.24
4.8400 2 .27 2 .29 2 .31 2 . 33 2 .36
4.8900 2 .38 2 .40 2.43 2 .45 2 .47
4.9400 2 .50 2 .52 2.55 2 .57 2.59
4.9900 2 .62 2 .64 2.67 2 .69 2 . 72
5 .0400 2 .74 2 .76 2 .79 2.81 2.84
5 .0900 2 .86 2 .89 2 .92 2 .94 2.97
5 .1400 3 .00 3 .02 3 .05 3 .08 3 .10
5.1900 3 .13 3 .16 3 .19 3 .21 3.24
5 .2400 3 .27 3 .30 3.33 3 .36 3.39
5.2900 3 .41 3 .44 3 .47 3 .50 3.53
5.3400 3 .56 3 .59 3 .62 3 .65 3.68
5.3900 3 .71 3 .74 3 . 77 3 .80 3.83
5.4400 3.86 3.89 3.92 3 .95 3.98
5.4900 4.01 4 .04 4.08 4 .11 4 .14
5.5400 4 .17 4 .21 4 . 24 4.27 4 .31
5.5900 4 . 34 4 .37 4.41 4 .44 4.48
5 .6400 4 .51 4 .55 4 .58 4 .62 4.66
5.6900 4 .69 4 .73 4.76 4 .80 4 .84
5 .7400 4 .87 4 .91 4 .95 4 .98 5 .02
5.7900 5.06 5 .09 5 .13 5 .17 5 .21
5.8400 5 .24 5 .28 5 .32 5.36 5 .40
5.8900 5.43 5 .47 5.51 5 .55 5 .59
5.9400 5 .63 5 .67 5 .71 5.75 5 .79
5.9900 5.83 5 .87 5.91 5.95 6 .00
6 .0400 6 .04 6.08 6 .13 6.17 6 .21
6.0900 6 .26 6.30 6 .35 6.39 6.44
6.1400 6 .48 6 .53 6.57 6 .62 6.66
6.1900 6 . 71 6.75 6.80 6.84 6.89
6 .2400 6 .93 6 .98 7.03 7.07 7.12
6.2900 7 .17 7 .21 7.26 7. 31 7 .36
6.3400 7.40 7.45 7.50 7.55 7 .60
6.3900 7.65 7 .70 7.75 7 .80 7 .85
6.4400 7 .90 7.95 8.01 8 .06 8 .11
6 .4900 8.17 8 . 22 8 . 27 8.33 8.38
6.5400 8 .44 8 .49 8 .55 8 .60 8.66
6.5900 8.71 8 . 77 8 .83 8 .88 8.94
6 .6400 8.99 9 .05 9.11 9.16 9.22
6.6900 9 .28 9 .33 9 .39 9.45 9.51
6.7400 9 .57 9 .62 9.68 9.74 9.80
6 .7900 9 .86 9 .92 9.98 10.04 10.10
6 .8400 10.16 10 .23 10.29 10. 35 10.41
6.8900 10.48 10 .54 10. 60 10 .67 10.73
6.9400 10.80 10 .87 10 .93 11.00 11.06
6 .9900 11 .13 11 . 20 11. 26 11. 33 11.40
7 .0400 11. 46 11 . 53 11 . 60 11. 66 11. 73
S/N : 821D01206A89 Rogers Engineer i ng Serv
PondPack Ver : 7.0 (312) Compute Time : 16:48 :40 Date : 02 -26-2001
Type .... Node : Addition Summary Page 2.14
Name .... OFF PROPERTY Event : 25 yr
File .... C:\HAEST AD\PPKW\PROJECTS\SUN MEADOW POSTC .PPW
Storm ... Type II 24hr Tag: Dev .25
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .010 0 hrs
hrs Time on left represents time for first value in each row .
-----------------------------------------------------------------------
7.09 00 11. 80 11. 86 11. 93 12 .00 12.07
7.1400 12.14 12.20 12 .27 12.34 12 .41
7.19 00 12.48 12.55 12.62 12.69 12 .76
7.2400 12 .83 12.90 12 .97 13 . 05 13 .12
7.29 00 13 .19 13 . 26 13 . 34 13 .41 13 .48
7 .34 00 13 . 56 13 . 63 13 . 71 13. 78 13 . 86
7.39 00 13 . 93 14.01 14 .08 14.16 14 .24
7 .44 00 14. 31 14. 39 14 .46 14.54 14.62
7 .49 00 14.69 14. 77 14 .85 14.92 15 .00
7 .54 00 15.07 15.15 15.23 15.31 15 .38
7 .5900 15.46 15.54 15.62 15.70 15. 77
7.64 00 15.85 15.93 16 .01 16.09 16.17
7 .6900 16.25 16.33 16 .41 16.49 16.58
7.7400 16.66 16.74 16.82 16.90 16.98
7 .7900 17.07 17.15 17.23 17.32 17 .40
7 .84 0 0 17.48 17.57 17.65 17.73 17 .82
7 .8900 17.90 17.98 18 .07 18 .15 18.24
7.94 00 18 .32 18 .40 18.49 18.57 18 .66
7.99 00 18 .74 18.83 18.91 19.00 19.08
8.04 0 0 19.17 19.25 19.34 19.43 19.52
8.0900 19 .60 19.69 19 .78 19.87 19 . 96
8.140 0 20 .05 20 .14 20 .23 20 .32 20.41
8.19 00 20 .51 20 .60 20 .69 20 .79 20.88
8 .2400 20.97 21. 07 21.16 21. 26 21. 36
8.29 0 0 21. 46 21. 55 21. 65 21 .75 21. 85
8.3400 21. 95 22. 05 22.15 22 .26 22.36
8.39 00 22 .46 22 .56 22 . 67 22. 77 22.88
8 .4400 22 .99 23 .09 23 .20 • 23 .32 23 .43
8.49 0 0 23 .54 23 .66 23. 77 23.89 24.00
8.5400 24 .12 24 .24 24 .36 24 .47 24.59
8.59 00 24.71 24 .84 24 . 96 25 .09 25.22
8.6400 25.35 25 .48 25 .61 25 .74 25.88
8.69 00 26.01 26.14 26.28 26 .41 26.55
8 .74 00 26.68 26 .82 26.96 27 .10 27 .24
8.7900 27 .38 27 .53 27.67 27 .81 27. 96
8.8400 28.10 28 .25 28 .40 28.55 28.70
8 .8900 28.85 29.01 29 .16 29 .32 29.48
8.9 40 0 29.63 29.79 29.95 30 .12 30.28
8.9900 30.44 30 .61 30. 77 30 .94 31.11
9 .04 00 31. 28 31. 44 31. 61 31. 79 31. 96
9 .0900 32 .13 32.31 32.48 32.66 32 .84
9 .1400 33.01 33.19 33. 37 33.55 33.73
9 .19 00 33.91 34.09 34. 27 34.45 34.63
9.2400 34.81 34 .99 35.16 35.34 35.53
9 .2900 35.71 35.89 36 .08 36 .26 36.45
9.3400 36.63 36 .82 37 .01 37.19 37.38
9 .3900 37 .57 37.76 37.95 38.14 38.33
SIN: 821D01206A 8 9 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 16 :48 :40 Date : 02 -26-2001
Type .... Node : Addition Summary
Name .... OFF PROPERTY
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
Storm ... Type!! 24hr Tag: Dev .25
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0100 hrs
Page 2 .15
Event : 25 yr
hrs Time on left represents time for first value in each row .
9 .4400
9 .4900
9 .5400
9 .5900
9.6400
9 .6900
9 .7400
9.7900
9 .8400
9 .8900
9.9400
9 .9900
10 .0400
10 .0900
10 .1400
10 .1900
10 .2400
10 .2900
10 . 3400
10 .3900
10 .4400
10 .4900
10 .5400
10 .5900
10 .6400
10 .6900
10.7400
10 .7900
10 .8400
10 .8900
10 .9400
10.9900
11 . 0400
11 .0900
11.1400
11.1900
11 . 2400
11. 2900
11 . 3400
11 . 3900
11. 4400
11. 4900
11 . 5400
11. 5900
11. 6400
11. 6900
11.7400
38 .52
39.45
40 .41
41. 35
42 .30
43.24
44. 20
45.18
46.19
47.23
48.29
49.39
50.53
51. 69
52.88
54 .16
55.50
56.89
58 .35
59.89
61. 47
63.12
64 .83
66.62
68 .52
70.51
72. 62
74 .80
77. 09
79 .52
82.01
84.56
87.38
90.37
93 .49
96. 81
100. 39
104 .18
108 .15
112. 38
117. 09
122.82
128.38
135 . 72
144.44
156.14
174.07
38 .70
39 .65
40 .60
41. 54
42 .48
43.43
44 .39
45 .38
46 .39
47 .44
48 .51
49.61
50 .76
51. 93
53 .13
54.42
55 . 77
57 .18
58 .65
60.20
61.80
63 .46
65 .18
66 .99
68 .91
70 .92
73 . 05
75 .25
77. 56
80 .01
82.52
85.10
87 .97
90.98
94.15
97.51
101 .13
104 .96
108 . 96
113 .25
118.19
123 .91
129.65
137. 36
146 .43
159.25
178 .16
38.89
39.84
40.79
41. 73
42.67
43.62
44.59
45.58
46.60
47.65
48.73
49.84
50.99
52.16
53 .38
54.69
56.05
57.47
58. 96
60. 51
62 .13
63.80
65.52
67 .37
69 .30
71. 34
73.48
75 . 71
78 .05
80 .51
83.02
85.65
88 .57
91. 60
94 .80
98 .21
101. 87
105 .75
109.79
114 .13
119.31
124 .93
131. 07
139 . 03
148.75
162 .86
182 .32
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 16:48 :40
39 .08
40 .03
40 .98
41 .92
42 .86
43.81
44 .78
45 .78
46 .81
47 .86
48.94
50 .07
51. 22
52 .40
53 .64
54. 96
56.33
57 .76
59 .27
60.83
62 .46
64.14
65.88
67.75
69.70
71. 76
73.92
76 .17
78.53
81. 01
83 .53
86.22
89.16
92. 22
95.46
98.92
102 .62
106 .55
110 . 65
115 . 07
120 .46
125.99
13 2 . 54
140. 72
151.11
166 .50
186 .53
39.27
40.22
41.17
42 .11
43.05
44.00
44 .98
45.98
47.02
48.08
49.16
50.30
51.46
52.64
53.90
55.23
56 .60
58.05
59.58
61.15
62.79
64.49
66.25
68 .13
70.10
72 .19
74 . 36
76.62
79.02
81. 51
84.05
86 .80
89.76
92 .84
96.13
99.65
103.40
107 .35
111.51
116.05
121 .63
127.14
134 .11
142.52
153.50
170.18
190.80
Date : 02 -26-2001
Type .... Node: Addition Summary Name .... OFF PROPERTY File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW Storm ... Type!! 24hr Tag: Dev.25 HYDROGRAPH ORDINATES (cfs) Time I Output Time increment = .0100 hrs Page 2.16 Event: 25 yr hrs I Time on left represents time for first value in each row. 11. 7900 11. 8400 11. 8900 11.9400 11. 9900 12.0400 12.0900 12.1400 12.1900 12.2400 12.2900 12.3400 12.3900 12.4400 12.4900 12.5400 12.5900 12.6400 12.6900 12.7400 12.7900 12.8400 12.8900 12.9400 12.9900 13. 0400 13. 0900 13 .1400 13 .1900 13. 2400 13. 2900 13. 3400 13. 3900 13. 4400 13. 4900 13. 5400 13. 5900 13. 6400 13. 6900 13. 7400 13. 7900 13. 8400 13. 8900 13. 9400 13. 9900 14.0400 14.0900 195.14 220. 44 257.81 304.22 353.49 404.87 460.35 517.29 567.15 614.71 658.55 699.97 740.46 770. 88 800.18 826.17 839.94 850.47 859.18 862.58 858.33 852.84 846.25 837.26 825.15 812.99 800.26 788.34 775.01 760.39 747.74 734.99 721. 98 709.72 698.01 686.34 674.56 663.99 653.21 642.31 631.42 621.58 612.00 602.38 593.36 584.16 574.98 199.89 226. 87 266.56 313. 98 363.85 415.92 471.92 527. 81 576.65 624.12 667.09 708.16 747.35 776. 76 805.90 829.69 842 .10 852.45 860.28 861. 80 857.39 851.55 844.91 834.87 822. 77 810.49 797.60 785.97 772 .12 757.71 745.21 732. 41 719.43 707.40 695.65 684.04 672. 47 661.81 651. 06 640.08 629.27 619.68 610.07 600.58 591.51 582.35 573.15 204. 72 233.65 275.77 323.92 374.24 427.34 483.58 537.92 586.18 633. 07 675.65 716.34 753.31 782.69 811. 70 833 .10 844. 22 854.37 861.34 860.97 856.42 850.25 843.15 832.26 820.36 807.99 795.31 783.56 769. 22 755.24 742.67 729. 82 716.88 705.07 693.27 681. 72 670.39 659.61 648.89 637.85 627. 23 617.77 608.14 598.81 589.64 580.52 571.32 S/N: 821D01206A89 Rogers Engineering Serv PondPack Ver: 7.0 (312) Compute Time: 16:48:40 209.64 240.87 285.12 333.51 384.31 438.19 495.16 548 .11 595.78 641.54 683.94 724. 50 759.22 788.58 816.85 835.44 846.36 856.30 862.39 860.09 855.39 848.92 841.19 829.91 817.95 805.49 793.00 780.72 766.29 752.75 740.12 727. 22 714.34 702.73 690.89 679.36 668.28 657.47 646.71 635.69 625.36 615.85 606.20 597.01 587.75 578.69 569.55 214.65 249.24 294.61 343.28 394.52 448.93 506.18 557.68 605.34 650.02 691. 90 732.64 765.07 794.40 821. 77 837. 72 848.44 858.04 863.24 859. 22 854.11 847.58 839.23 827.54 815.47 802.91 790.68 777. 87 763.35 750.25 737. 56 724. 56 712. 03 700.37 688.60 676.98 666.14 655.35 644.51 633.56 623.47 613. 93 604.27 595.20 585.95 576.83 567.76 Date: 02-26-2001
Type .... Node: Addition Summary
Name .... OFF PROPERTY
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
Storm ... TypeII 24hr Tag : Dev.25
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0100 hrs
Page 2.17
Event: 25 yr
hrs Time on left represents time for first value in each row.
14.1400
14.1900
14.2400
14.2900
14 .3400
14.3900
14.4400
14.4900
14.5400
14.5900
14 .6400
14.6900
14.7400
14.7900
14.8400
14 .8900
14 .9400
14.9900
15 .0400
15 .0900
15 .1400
15 .1900
15.2400
15 .2900
15 .3400
15 .3900
15 .4400
15 .4900
15 .5400
15 .5900
15.6400
15 .6900
15 .7400
15 .7900
15 .8400
15 .8900
15 .9400
15 .9900
16 .0400
16 .0900
16 .1400
16.1900
16 .2400
16 .2900
16.3400
16 .3900
16.4400
565 . 96
556 . 72
547 .31
538 .44
529 .72
520 .98
512 .03
503.27
494.49
485 .54
476 .50
467 .69
458 .99
450.20
441. 49
432 .42
423 .52
414.65
405.78
396 . 90
388.20
379 .63
371.10
362 . 73
354 .61
346 .11
337.59
329.31
321.33
313. 63
306.10
298 .85
291. 90
285.29
278 .93
272 . 78
266.36
259 .27
252 .66
246 .43
240 .60
235 .15
230 .04
225 .17
220 .49
215 .99
211. 64
564 .16
554 .84
545 .53
536 .70
527 . 96
519 .22
510 .19
501 .52
492 . 72
483 .73
474 .71
465 . 96
457 .23
448 .46
439 .68
430 .65
421. 74
412 .88
404 .01
395 .13
386 .49
377 . 92
369 .42
361. 07
353 .03
344 .39
335 .91
327.69
319 .77
312 .11
304 .62
297.43
290 .54
284.00
277 . 69
271. 58
264 .90
257.92
251 .39
245.23
239.48
234 .10
229.05
224. 22
219.57
215 .11
210.79
562.34
552.95
543.75
534.96
526.21
517.44
508.45
499.76
490.94
481. 91
472 . 93
464. 22
455.48
446 .73
437.86
428.87
419 .96
411.11
402.23
393 .40
384.78
376 .20
367.73
359 .42
351.36
342 .67
334 .25
326 .09
318 .23
310 . 60
303 .16
296. 03
289 .21
282 . 72
276 .45
270 .37
263.46
256 .58
250.12
244.05
238 .37
233.07
228. 06
223 . 27
218.67
214.23
209 .94
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time: 16 :48 :40
560.48
551. 05
541. 96
533.22
524 .46
515.65
506.74
498 .01
489 .15
480.09
471.15
462.48
453. 72
445 .00
436.04
427 .09
418 .18
409 .34
400.45
391.67
383 .06
374.50
366 .06
357.80
349 .60
340.97
332.59
324 .49
316.69
309 .10
301. 71
294 .64
287.90
281. 45
275.22
269.18
262 .04
255.26
248.87
242.89
237.28
232.05
227. 09
222 . 34
217.77
213. 36
209.09
558 .60
549 .16
540 .17
531. 47
522.73
513 . 84
505.01
496.26
487.35
478.29
469.42
460.73
451. 96
443.26
434. 22
425.30
416.41
407.56
398 .68
389.93
381. 35
372 . 80
364.39
356 .20
347.85
339.27
330 .95
322.89
315.16
307.60
300.27
293 .26
286.59
280.18
274. 00
267.85
260 .65
253.95
247 .64
241.74
236 .20
231 .04
226 .13
221. 41
216 .88
212.50
208 .25
Date : 02 -26-2001
Type .... Node : Addition Summary
Name .... OFF PROPERTY
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
Storm ... Type!! 24hr Tag : Dev.25
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0100 hrs
Page 2.18
Event : 25 yr
hrs Time on left represents time for first value in each row.
16.4900
16.5400
16.5900
16.6400
16.6900
16.7400
16 .7900
16 .8400
16.8900
16 .9400
16 .9900
17.0400
17 .0900
17 .1400
17 .1900
17.2400
17.2900
17.3400
17 .3900
17.4400
17 .4900
17.5400
17.5900
17.6400
17.6900
17.7400
17.7900
17.8400
17.8900
17.9400
17 .9900
18.0400
18.0900
18 .1400
18 .1900
18.2400
18.2900
18.3400
18.3900
18.4400
18 .4900
18.5400
18 .5900
18.6400
18 .6900
18 .7400
18 .7900
207 .41
203 .36
199 .48
195.76
192 .17
188.70
185.31
181. 08
177.19
173.58
170.27
167.18
164 .33
161. 60
158.98
156.44
153 .98
151.58
149.29
147 .11
145.01
142.98
141. 00
139 . 07
137 .16
135. 30
133 . 48
131. 74
130. 08
128.47
126 .90
125.35
123.83
122 .33
120.85
119 . 43
118 . 06
116. 73
115.44
114 .18
112.93
111. 70
110. 48
109.28
108. 13
107 .01
105. 92
206.58
202 .57
198 .73
195.03
191.47
188.01
184.44
180.28
176 .45
172. 90
169 .64
166 .60
163 .78
161. 07
158 .46
155 .94
153 .50
151.11
148 .85
146 .68
144 .60
142 .58
140.61
138 . 68
136 . 79
134 . 93
133 .13
131. 41
129 .75
128 .15
126 .58
125.05
123.53
122 .03
120 .56
119 .15
117 . 79
116 .47
115 .19
113. 93
112.68
111. 45
110. 23
109.05
107.91
106 .79
105.71
205 .76
201 .79
197 .97
194.31
190. 77
187.33
183.58
179.49
175.71
172.23
169.01
166.02
163 .23
160.54
157.95
155.44
153.02
150.65
148.41
146 .26
144 .19
142 .19
140 .22
138 . 30
136 . 41
134 . 56
132 .78
131. 07
129 .43
127 .83
126 . 27
124 .74
123 .23
121.74
120 .27
118 . 87
117 .52
116 .21
114 . 94
113 . 68
112 .44
111 .21
109.99
108 .82
107.68
106 .57
105.49
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver: 7 .0 (312) Compute Time : 16:48 :40
204.95
201.02
197.23
193.59
190 .08
186.65
182.73
178.72
174.99
171.57
168.39
165.45
162 .68
160 .02
157.44
154.95
152.54
150.19
147.97
145.84
143.79
141. 79
139. 84
137 . 92
136 . 04
134. 20
132 . 43
130 .74
129 .10
127.52
125.97
124 .44
122 .93
121. 44
119.99
118 .60
117. 26
115.96
114. 68
113. 43
112.19
110. 96
109 .75
108.59
107.46
106 .36
105.28
204.15
200.25
196. 49
192.88
189 .39
185.98
181. 90
177. 95
174.28
170.91
167 .78
164.89
162 .14
159.49
156 .94
154 .46
152 .06
149.74
147.54
145 .42
143.38
141.40
139. 45
137 . 54
135. 67
133 . 84
13 2 . 09
130. 41
128.78
127.21
125.66
124 .13
122 .63
121.14
119. 71
118 . 33
117.00
115.70
114. 43
113 .18
111. 94
110. 72
109.52
108.36
107.23
106.14
105.07
Date : 02-26-2001
Type .... Node : Add it ion Summary Page 2 .19
Name .... OFF PROPERTY Event : 2S yr
File .... C:\HAESTAD\PPKW\PROJECTS\SUN MEADOW POSTC.PPW
Storm ... Type II 24hr Tag : Dev.2S
HYDROGRAPH ORDINATES (cfs)
Time Output Time increment = .0100 hrs
hrs Time on left represents time for first value in each row .
-----------------------------------------------------------------------
18.8400 104.8S 104.64 104.43 104 .22 104.01
18.8900 103. 80 103.S9 103.38 103 .17 102. 96
18.9400 102.7S 102.S4 102. 33 102 .13 101. 92
18.9900 101.71 101.Sl 101. 30 101 .02 100.74
19 .0400 100.48 100. 22 99.97 99 . 72 99.48
19 .0900 99.2S 99.02 98.80 98.S7 98.36
19.1400 98 .14 97.93 97. 72 97 .S2 97.31
19.1900 97.11 96. 91 96. 72 96 . S2 96. 33
19.2400 96 .13 9S.94 9S.7S 9S .S6 9S.38
19.2900 9S .19 9S.OO 94.82 94.63 94.4S
19 .3400 94 .26 94.08 93.90 93. 72 93.S3
19.3900 93 .3S 93.17 92.99 92.81 92.63
19.4400 92 .45 92 . 27 92 .09 91. 92 91.74
19.4900 91. S7 91.40 91. 22 91. OS 90 .89
19.S400 90 . 72 90.SS 90 .38 90.22 90 .0S
19.5900 89.89 89. 72 89.S6 89 .39 89.23
19.6400 89.07 88.91 88.74 88.S8 88.42
19.6900 88 .26 88 .10 87 .94 87.78 87.61
19.7400 87 .4S 87.29 87 .13 86.97 86.81
19 .7900 86 .6S 86.49 86 .33 86 .17 86.01
19 .8400 8S .8S 8S.70 85.54 8S.38 8S . 22
19 .8900 8S .06 84.91 84.7S 84.60 84.44
19.9400 84 .29 84.14 83.99 83.84 83.69
19.9900 83.S4 83.39 S3.30 48.78 44 .6S
20.0400 40.86 37 .40 34.23 31. 33 28.68
20.0900 26.2S 24.02 21. 99 20.12 18 .42
20 .1400 16.86 lS .43 14 .12 12.92 11. 83
20 .1900 10 .83 9 .91 9 .07 8.30 7.60
20.2400 6 .9S 6. 36 S.83 S.33 4.88
20.2900 4 .47 4.09 3 .74 3 .42 3 .13
20 .3400 2 .87 2 .63 2 .40 2.20 2.01
20 .3900 1. 84 1. 69 1. S4 1. 41 1. 29
20.4400 1.18 1. 08 .99 .91 .83
20 .4900 .76 .70 .64 .S8 .S3
20 .S400 .49 .4S .41 .37 .34
20.S900 .31 .29 .26 .24 . 22
20 .6400 .20 .18 .17 .lS .14
20.6900 .13 .12 .11 .10 .09
20 .7400 .08 .08 .07 .06 .06
20.7900 .OS .OS .04 .04 .04
20.8400 .03 .03 .03 .03 .02
20.8900 .02 .02 .02 .02 .02
20.9400 .01 .01 .01 .01 .01
20.9900 .01 .01 .01 .01 .01
21. 0400 .01 .01 .00 .00 .00
21.0900 .00 .00 .00 .00
S/N: 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7.0 (312) Compute Time : 16:48 :40 Date : 02-26-2001
Appendix A A-1
Index of Starting Page Numbers for ID Names
S/N : 821D01206A89 Rogers Engineering Serv
PondPack Ver : 7 .0 (312) Compute Time : 16 :48 :40 Date : 02-26-2001
....
LIME -267 TONS X $84.00
SUN MEADOWS
COST ESTIMATE PHASE I
APRIL 04, 2001
STREETS
LIME TREAT SUBGRADE -17,964 SY. X $1.25
PREPARE SUBGRADE (ALLEYS) 3,578 SY. X $1.00
6" CONCRETE PAVING -32,200 SF. X $2.30
7" LIMESTONE BASE -4,628 SY. X $5.63
6" LIMESTONE BASE -11,387 SY. X $4.85
1 1/2" HOT MIX ASPHALTIC PAVEMENT -16,015 SY. X $3. 75
CURB & GUTTER -10, 335' X $7.50
$ 22,428.00
$ 22,455.00
$ 3,578.00
$ 74,060.00
$ 26,055.64
$ 55,226.95
$ 60,056.25
$ 77,512.50
$ 341,372.34
\
' ''l • •:C•• •••••
... t ..... ,,. ..
... ~.
SUN MEADOWS
COST ESTIMATE PHASE I
APRIL 04, 2001
. STORM. SEWER
24" RCP -790 LF. X $38.52 LF.
30" RCP -938 LF. X $52.75 LF.
36" RCP -912 LF. X $80.87 LF.
5' X 4' BOX CULVERT-192 LF. X $215.71
6' X 3' BOX CULVERT -152 LF. X $253.38 LF.
CURB INLETS -18 EA. X $2,000.00
JUNCTION BOX - 4 EA. X $2,200.00
HEADWALL (6'X3') 1 EA. X $1,800.00
HEADWALL (5'X4') 2 EA. X $3,000.00
$ 30,430.80
$ 49,479.50
$ 73,753.44
$ 41,416.32
$ 38,513.76
$ 36,000.00
$ 8,800.00
$ 1,800.00
$ 6,000.00
$ 286,193.82
SUN MEADOWS
COST ESTIMATE PHASE I
APRIL 04, 2001
l
\
WATERLINE
12" C-900 PVC -2,155' x $17.00
6" C-900 PVC -3,510' X $8.00
12" GATE VALVE & BOX-3 EA. X $1,000.00
6" GATE VALVE & BOX -10 EA. X $500.00
FIRE HYDRANT ASSEMBLY -6 EA. X $2,200.00
12" WET CONNECTION - 1 EA. X $1,000.00
2" BLOW-OFF ASSEMBLY - 2 EA. X $400.00
CAST IRON FITTINGS -2 TONS X $1,500.00
LONG DOUBLE WATER SERVICE -23 EA. X $200.00
SHORT DOUBLE WATER SERVICE-23 EA. X $100.00
LONG SINGLE WATER SERVICE - 3 EA. X $200.00
SHORT SINGLE WATER SERVICE-8 EA. X $100.00
$
$
$
$
$
$
$
$
$
$
$
$
$
..
-~ -~~::c:
\;..; .;
36,635.00
28,080.00
3,000.00
5,000.00
13,200.00
1,000.00
800.00
3,000.00
4,600.00
2,300.00
600.00
800.00
99,015.00
. ' . ,.
SUN MEADOWS
COST ESTIMATE PHASE I
APRIL 04, 2001
.. . ~-
SANITARY SEWER -
12" SDR-26 PVC -100' X $20.00
6' SDR-26 PVC -5540' X $8.27
MANHOLES -19 EA. X $1,000.00
MANHOLES ON EXISTING LINE -1 EA. X $1,200.00
TIE TO EXISTING MANHOLE -2 EA. X $100.00
TRENCH SAFETY -5,000 LF. X $.50
LONG DOUBLE SERVICELINE -13 EA. X $354.00
SHORT DOUBLE SERVICELINE -32 EA. X $135.00
LONG SINGLE SERVICELINE -4 EA. X $323.00
SHORT SINGLE SERVICELINE-9 EA. X $105.00
.. . ..
. '.:;:f 4);
$ 2,000.00
$ 45,815.80
$ 19,000.00
$ 1,200.00
$ 200.00
$ 2,500.00
$ 4,602.00
$ 4,320.00
$ 1,292.00
$ 945.00
$ -
$ -
$ 81,874.80
ROGERS ENGINEERING SERVICES
GEOTECHNICAL , STRUCTURAL & ENVIRONMENTAL ENGINEERING SERVICES
April 5, 2001
Mr. Spencer Thompson
Development Services
City of College Station
P.O. Box 9960
College Station, Texas 77840
Re: Construction Cost Estimate
Utility and Roadway Improvements
Sun Meadows Subdivisions -Phase 1
College Station, Texas
RES Job No.: 5001-15-0008-00
Dear Mr. Thompson:
Attached as requested is the Engineer's Estimate for the utility improvements to be
installed during the Phase 1 development. The estimated cost is as follows:
1. Streets
2. Storm Sewer
3. Water System
4. Sanitary Sewer
Total
$ 341,372.34
$ 286,193.82
$ 99,015.00
$ 81.874.80
$ 808,455.96
The detailed estimates are attached for your review.
If you have any further questions, please contact me.
Sincerely,
1400 South Austin Street• Brenham. Texas 77833 • (979) 836-6855 ·fax (979) 836-6847
P.O . Box 10763 •College Station , Texas 77842-0763 • (979) 680-8840 ·fax (979) 680-8841
1
,--
Sun Meadows Subdivision -Phase I
Estimated Construction Costs Completed To Date
ABEi No. 1036001
April 26, 2001
The following Estimated Construction Costs Completed To Date is based on the engineer's
best judgement by project site visits and the project superintendent.
Item Description Estimated Completed Estimated Total Costs
No. Quantity to Date Unit Cost To Date
1.00 STREET
1.01 Lime for Stabilization 267 TONS $84 .00 $0 .00
1.02 Lime Treated Subgrade 17,964 SY $1 .25 $0.00
1.03 Subgrade Preparation (Alleys) 3,578 SY 3220 SY $1 .00 $3,220 .00
1.04 6" Concrete Paving 32,200 SF $2.30 $0 .00
1.05 7" Limestone Base 4,628 SY $5.63 $0 .00
1.06 6" Limestone Base 11 ,387 SY $4.85 $0 .00
1.07 1 Yz" Hot Mix Asphaltic Pavement 16 ,015 SY $3.75 $0 .00
1.08 Curb & Gutter 10,335 LF $7 .50 $0 .00
Subtotal Item 1.00 Streets: $3,220.00
2.00 SANITARY SEWER
2.01 12" SDR-26 PVC 100 LF 100 LF $20.00 $2 ,000.00
2.02 6" SDR-26 PVC 5,540 If 5,540 If $8 .27 $45,815 .80
2.03 Manholes 19 EA 19 EA $1,000 .00 $19,000 .00
2 .04 Manholes on Existing Line 1 EA $1,200.00 $0 .00
2.05 Tie to Existing Manhole 2EA 2EA $100.00 $200 .00
2.06 Trench Safety 5,000 LF 5,000 LF $0.50 $2,500.00
2.07 Long Double Service Line 13 EA 13 EA $354.00 $4,602.00
2.08 Short Double Service Line 32EA 32 EA $135.00 $4 ,320.00
2.09 Long Single Service Line 4EA 4EA $323.00 $1,292.00
2.10 Short Single Service Line 9EA 9EA $105.00 $945.00
Subtotal Item 2 -Sanitary Sewer: $80,674.80
Page 1 of 2
Item
No.
3.00
3.01
3.02
3.03
3.04
3.05
3.06
3 .07
3.08
3.09
4.00
4.01
4.02
4.03
4 .04
4.05
4.06
4.07
4 .08
4.09
4.10
4.11
4.12
Description Estimated Completed Estimated Total Costs
Quantity to Date Unit Cost To Date
STORM SEWER
24" RCP 790 LF $38.52 $0 .00
30" RCP 938 LF $52.75 $0 .00
36" RCP 912 LF $80.87 $0.00
5' x 4' Box Culvert 192 LF $215 .71 $0 .00
6' X 3' Box Culvert 152 LF $253.38 $0 .00
Curb Inlets 18 EA $2,000 .00 $0 .00
Junction Box 4EA $2 ,200.00 $0.00
Headwall (6' x 3') 1 EA $1,800 .00 $0 .00
Headwall (5' x 4') 2EA $3 ,000 .00 $0.00
Subtotal Item 3 -Storm Sewer: $0.00
WATER LINES
12" C-900 PVC 2 ,155 LF 1060 LF $17 .00 $18,020.00
6" C-900 PVC 3,510 LF $8 .00 $0 .00
12" Gate Valve & Box 3EA 1 EA $1,000.00 $1,000.00
6" Gate Valve & Box 10 EA 3EA $500 .00 $1,500.00
Fire Hydrant Assembly 6EA 3EA $2,200.00 $6,600.00
12" Wet Connection 1 EA 1 EA $1,000.00 $1 ,000.00
2" Blow-Off Assembly 2EA $400 .00 $0 .00
Cast Iron Fittings 2 Tons .75 TONS $1 ,500.00 $1,125 .00
Long Double Water Service 23 EA 6EA $200 .00 $1,200.00
Short Double Water Service 23EA SEA $100 .00 $500.00
Long Single Water Service 3EA $200.00 $0.00
Short Single Water Service SEA 1 EA $100 .00 $100.00
Subtotal Item 4 -Water Lines: $31,045.00
Subtotal Construction Costs Completed To Date: $114,939.80
_..,.,,,,,
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"" .• . I , * .· · .• :. ~J~-:.1 ......... ~J .. :\ /~
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Page 2 of 2
o·. 'T. Q •• v, t,~··~91STE~~···~~
\\\S'S10··· .. ···i;_~G,:-
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Ma~ O? 01 09:52a ABEi 9?9-846-8914
ASH lit BROW/VE EJVGIJVEERIJVG, IIYC.
Encineen and CoMllltllnt!
P.O. Box 10838, College Station, Texas 77842
979-846-6914 877-245-4839 F:u: 979-846-8914 -----·
FAX
TRANSMITTAL
TO: Spencer Thompson DATE: May 7, 2001
City of College Station
P.O. Box 9960
College Station , Texas 77842 RE:
Phone: 979-764-3570 ABEi No.: Fax: 979-764-3496
PAGES DESCRIPTION
1-2 Estimated Construction Costs
THESE ARE BEING SENT:
o Al your request
o For your signature
o Per contract
o For your use
o For your informiJtion ~At request of Lo~ Ge... \h ~
o For your approval
oFor_~~~~-~~~
Sun Meadows
1036002
o Per our conversation
o For further action as noted
~ For review and comment
o Original will follow by mail
TOTAL NUMBER OF PAGES INCLUDING COVER SHEET: _3 __
REMARKS:
Copy to: Signed .~ J(.r.d,,,__
L nda Rickman
p . 1
C :\Olf K;.,IP1 uj...:L5\103~ • HaJ1Zell Elklns\00 1 • SUn Mea<IOW!. Subd ivi.,on l'hase lll'ax\CCS • Thompson01 • FTransm i!lal.wpd Tucodsy. February 1, 2000, 4:26 PM
Ma~ 07 01 09:52a ABE! 979 -846-8914
Item Description Estimated Completed Estimated Total Costs
No . Quantity to Date Unit Cost T o Date
3.00 STORM SEWER
3 .01 24" RCP 790 LF $38 .52 $0 .00
3 .02 30" RCP 938 LF $52.75 $0 .00
3 .03 36" RCP 912 LF $80 .87 $0 .00
3.04 5' x 4' Box Culvert 192 LF $215 .71 $0.00
3 .05 6' X 3' Box Culvert 152 LF $253 .38 $0 .00
3 .06 Curb Inlets 18 EA $2 ,000.00 $0 .00
3 .07 Junction Box 4EA $2 ,200.00 $0.00
3.08 Headwall (6' x 3') 1 EA $1 ,800 .00 $0 .00
3.09 Headwall (5' x 4') 2EA $3 ,000 .00 $0 .00
Subtotal Item 3 -Storm Sewer: $0.00
4.00 WATER LINES
4 .01 12" C-900 PVC 2 ,155 LF 1060 LF $17.00 $18,020 .00
4 .02 6" C-900 PVC 3,510 LF $8 .00 $0 .00
4 .03 12" Gate Valve & Box 3 EA 1 EA $1 ,000 .00 $1 ,000 .00
4 .04 6 " Gate Valve & Box 10 EA 3EA $500.00 $1 ,500 .00
4.05 Fire Hydrant Assembly 6EA 3EA $2 ,200.00 $6 ,600.00
4 .06 12" Wet Connection 1 EA 1 EA $1,000 .00 $1,000 .00
4 .07 2" Blow-Off Assembly 2 EA $400 .00 $0 .00
4.08 Cast Iron Fittings 2Tons .75 TONS $1 ,500 .00 $1 ,125.00
4 .09 Long Double Water Service 23 EA 6EA $200 .00 $1 ,200.00
4.10 Short Double Water Service 23EA 5 EA $100 .00 $500 .00
4.11 Long S ingle Water Service 3 EA $200.00 $0 .00
4 .12 Short Si ngle Water Service 8 EA 1 EA $100 .00 $100 .00
Subtotal Item 4 -Water Lines: $31,045.00
Subtotal Construction Costs Completed To Date : $114,939.80
_,,,,,,
--~£.OF 71: \\ .. -'.\Fi-................. ~,, ? ,.. ·o.'""f.s-I ~ .·· * ·· .. "' . . ' ~ •.· ·. * :.~/~-:. 7. ......... ~ J .. :-:.~~~
~ J. DA LE BROWNE, JR . ~
I'''!'····························~ '..()~ : ,, ·.~ ... h 81890 .·$"' to-<'-.7~,.., ,..,(;) .. ·~~ ,,~n ··~ISTE~ .. ·;.-~\YS10·······~~~-
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f'. 2
Sun Meadows Subdivision -Phase I
Engineer's Opinion of Probable Construction Cost
ABEi No . 1036001
April 26, 2001
The following construction estimate is based on the engineer's opinion of probable
construction costs . This estimate constitute our best judgement at this time . Please note
that neither the owner nor engineer has control over contractor or supplier workloads and
the degree to 'Which inflation may affect project costs. During construction, additional
features may become apparent as the work progresses , 'Which will result in an increase in
cost.
Item Description Estimated Estimated ESTIMATED
No . Quantity Unit Cost TOTAL COSTS
1.00 STREET
1.01 Lime for Stabilization 267 TONS $84 .00 $22 ,428 .00
1.02 Lime Treated Subgrade 17,964 SY $1.25 $22 ,455 .00
1.03 Subgrade Preparation (Alleys) 3,578 SY $1 .00 $3 ,578.00
1.04 6" Concrete Paving 32,200 SF $2.30 $74 ,060.00
1.05 7" Limestone Base 4,628 SY $5.63 $26,055.64
1.06 6" Limestone Base 11 ,387 SY $4 .85 $55,226.95
1.07 1 %" Hot Mix Asphaltic Pavement 16,015 SY $3 .75 $60,056.25
1.08 Curb & Gutter 10,335 LF $7 .50 $77,512.50
Subtotal Item 1.00 Streets: $341,372.34
2.00 SANITARY SEWER
2 .01 12" SDR-26 PVC 100 LF $20 .00 $2,000.00
2.02 6" SDR-26 PVC 5,540 If $8.27 $45,815 .80
2 .03 Manholes 19 EA $1 ,000 .00 $19,000.00
2 .04 Manholes on Existing Line 1 EA $1 ,200.00 $1,200.00
2.05 Tie to Existing Manhole 2EA $100 .00 $200.00
2.06 Trench Safety 5,000 LF $0 .50 $2,500.00
2.07 Long Double Service Line 13 EA $354 .00 $4,602.00
2 .08 Short Double Service Line 32 EA $135.00 $4,320.00
2 .09 Long Single Service Line 4EA $323.00 $1,292.00
2.10 Short Single Service Line 9EA $105 .00 $945 .00
Subtotal Item 2 -Sanitary Sewer: $81,874.80
Page 1 of 2
Item Description
No .
3.00 STORM SEWER
3.01 24" RCP
3.02 30" RCP
3.03 36" RCP
3.04 5' x 4' Box Culvert
3.05 6' X 3' Box Culvert
3.06 Curb Inlets
3.07 Junction Box
3.08 Headwall (6 ' x 3')
3.09 Headwall (5 ' x 4')
4.00 WATERLINES
4.01 12" C-900 PVC
4.02 6" C-900 PVC
4.03 12" Gate Valve & Box
4.04 6" Gate Valve & Box
4.05 Fire Hydrant Assembly
4.06 12" Wet Connection
4.07 2 " Blow-Off Assembly
4.08 Cast Iron Fittings
4.09 Long Double Water Service
4.10 Short Double Water Service
4.11 Long Single Water Service
4.12 Short Single Water Service
. Dale Browne, Jr., P .E.
Ash & Browne Engineeri
Estimated Est i mated
Quant ity Un it Cost
790 LF $38.52
938 LF $52 .75
912 LF $80 .87
192 LF $215.71
152 LF $253 .38
18 EA $2 ,000 .00
4EA $2 ,200.00
1 EA $1 ,800.00
2EA $3,000 .00
Subtotal Item 3 -Storm Sewer:
2 ,155 LF $17 .00
3,510 LF $8.00
3 EA $1 ,000 .00
10 EA $500.00
6EA $2 ,200 .00
1 EA $1 ,000 .00
2EA $400 .00
2 Tons $1 ,500 .00
23 EA $200.00
23EA $100.00
3EA $200 .00
8 EA $100 .00
Subtotal Item 4 -Water Lines:
Subtotal Construction Cost:
_ ...... ,,,,
---:'\E OFT \\ -~°\~ .•••..•••• f~'' ;" .. ··· '* ··· .. oS' • ,,, * .· ·. ., , . . * :. ~ /4.--:?:1 ...... 0.'! /.. :·: .'! ~~
~ J. DALE BROWNE JR ~ r··:·····················~ .... : .. ,, t..-o·. 81890 : _,, ·.~··. -9. .·°$'-' e f~··~~ISTE~~~·~o/ ,,ss,o······E~G-,,, NAL _ .....
'""""""' Page 2 of 2
ESTIMATED
TOTAL COSTS
$30 ,430.80
$49,479 .50
$73 ,753.44
$41 ,416 .32
$38 ,513.76
$36 ,000 .00
$8 ,800 .00
$1,800.00
$6 ,000 .00
$286, 193.82
$36 ,635.00
$28 ,080 .00
$3 ,000 .00
$5,000 .00
$13,200.00
$1 ,000.00
$800.00
$3,000.00
$4 ,600.00
$2 ,300 .00
$600.00
$800.00
$99,015.00
$808,455.96
Sun Meadows Subdivision -Phase I
Estimated Construction Costs Completed To Date
ABEi No. 1036001
April 26, 2001
The following Estimated Construction Costs Completed To Date is based on the engineer's
best judgement by project site visits and the project superintendent.
Item Description Estimated Completed Estimated Total Costs
No . Quantity to Date Unit Cost To Date
1.00 STREET
1 .01 Lime for Stabi lization 267 TONS $84.00 $0.00
1.02 Lime Treated Subgrade 17,964 SY $1 .25 $0.00
1.03 Subgrade P reparation (Alleys) 3 ,578 SY 3220 SY $1 .00 $3 ,220.00
1.04 6" Concrete Paving 32,200 SF $2.30 $0 .00
1.05 7" Limestone Base 4 ,628 SY $5 .63 $0 .00
1.06 6" Limestone Base 11 ,387 SY $4 .85 $0.00
1.07 1 %" Hot Mix Asphalt ic Pavement 16,015 SY $3 .75 $0.00
1.08 Curb & Gutter 10,335 LF $7 .50 $0 .00
Subtotal Item 1.00 Streets: $3,220.00
2.00 SANITARY SEWER
2.01 12" SDR-26 PVC 100 LF 1008 LF $20.00 $20 ,160.00
2 .02 6" SDR-26 PVC 5,540 If 5,540 If $8 .27 $45,815.80
2 .03 Manholes 19 EA 19 EA $1,000 .00 $19,000.00
2.04 Manholes on Existing Line 1 EA $1 ,200.00 $0.00
2 .05 Tie to Existing Manhole 2EA 2EA $100 .00 $200.00
2.06 Trench Safety 5,000 LF 5,000 LF $0 .50 $2 ,500.00
2 .07 Long Double Service Line 13 EA 13 EA $354 .00 $4,602.00
2.08 Short Double Service Line 32EA 32EA $135.00 $4,320.00
2.09 Long S ingle Service Line 4EA 4EA $323 .00 $1,292.00
2 .10 Short Si ngle Service Line 9EA 9EA $105 .00 $945.00
Subtotal Item 2 -Sanitary Sewer: $98,834.80
Page 1 of 2
Item
No.
3.00
3.01
3.02
3.03
3.04
3.05
3.06
3.07
3.08
3.09
4.00
4.01
4.02
4.03
4 .04
4.05
4.06
4.07
4.08
4.09
4.10
4.11
4 .12
Description Estimated Completed Estimated Total Costs
Quantity to Date Unit Cost To Date
STORM SEWER
24" RCP 790 LF $38.52 $0.00
30" RCP 938 LF $52.75 $0.00
36" RCP 912 LF $80.87 $0.00
5' x 4' Box Culvert 192 LF $215.71 $0.00
6' X 3' Box Culvert 152 LF $253.38 $0.00
Curb Inlets 18 EA $2,000.00 $0.00
Junction Box 4EA $2,200.00 $0.00
Headwall (6' x 3') 1 EA $1,800.00 $0.00
Headwall (5' x 41 2EA $3,000.00 $0.00
Subtotal Item 3 -Storm Sewer: $0.00
WATER LINES
12" C-900 PVC 2,155 LF 1060 LF $17.00 $18,020.00
6" C-900 PVC 3,510 LF $8.00 $0 .00
12" Gate Valve & Box 3EA 1 EA $1,000.00 $1,000.00
6" Gate Valve & Box 10 EA 3EA $500.00 $1 ,500.00
Fire Hydrant Assembly 6EA 3EA $2,200.00 $6,600.00
12" Wet Connection 1 EA 1 EA $1,000.00 $1,000.00
2" Blow-Off Assembly 2EA $400.00 $0.00
Cast Iron Fittings 2Tons .75TONS ,$1,500.00 $1, 125.00
Long Double Water Service 23EA 6EA $200.00 $1,200.00
Short Double Water Service 23EA SEA $100 .00 $500.00
Long Single Water Service 3EA $200 .00 $0.00
Short Single Water Service 8 EA 1 EA $100.00 $100.00
Subtotal Item 4 -Water Lines: $31,045.00
Subtotal Construction Costs Completed To Date: $133,099.80
Page 2 of 2
_ .... ,,,,,,
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Sun Meadows Subdivision -Phase I
Engineer's Opinion of Probable Construction Cost
ABEi No . 1036001
April 26 , 2001
The following construction estimate is based on the engineer's opinion of probable
construction costs. This estimate constitute our best judgement at this time. Please note
that neither the o'Mler nor eng ineer has control over contractor or suppl ier work loads and
the degree to which inflation may affect project costs . During construction, additional
f eatures may become apparent as the work progresses , Wiich will result in an increase in
cost.
Item Description Estimated Estimated ESTIMATED
No . Quantity Unit Cost TOTAL COSTS
1.00 STREET
1.01 Lime for Stabilization 267 TONS $84 .00 $22.428.00
1.02 Lime Treated Subgrade 17,964 SY $1 .25 $22 ,455.00
1.03 Subgrade Preparation (Alleys) 3,578 SY $1.00 $3 ,578.00
1.04 6" Concrete Paving 32,200 SF $2 .30 $74 ,060.00
1.05 7" Limestone Base 4 ,628 SY $5 .63 $26 ,055.64
1.06 6" Limestone Base 11,387 SY $4 .85 $55 ,226.95
1.07 1 Yz" Hot Mix Asphaltic Pavement 16,015 SY $3 .75 $60 ,056.25
1.08 Curb & Gutter 10,335 LF $7.50 $77 ,512.50
Subtotal Item 1.00 Streets: $341,372.34
2.00 SANITARY SEWER
2 .01 12" SDR-26 PVC 100 LF $20.00 $2 ,000.00
2 .02 6" SDR-26 PVC 5,540 If $8.27 $45 ,815.80
2 .03 Manholes 19 EA $1 ,000 .00 $19 ,000 .00
2 .04 Manholes on Existing Line 1 EA $1 ,200 .00 $1 ,200.00
2.05 Tie to Existing Manhole 2 EA $100 .00 $200 .00
2 .06 Trench Safety 5 ,000 LF $0 .50 $2 ,500.00
2 .07 Long Double Service Line 13 EA $354 .00 $4 ,602.00
2 .08 Short Double Service Line 32 EA $135 .00 $4 ,320 .00
2 .09 Long Single Service Line 4 EA $323 .00 $1,292.00
2.10 Short Single Service Line 9EA $105.00 $945 .00
Subtotal Item 2 -Sanitary Sewer: $81,874.80
Page 1 of 2
Item Description
No.
3.00 STORM SEWER
3 .01 24" RCP
3.02 30" RCP
3.03 36" RCP
3.04 5' x 4' Box Culvert
3.05 6' X 3' Box Culvert
3.06 Curb Inlets
3 .07 Junction Box
3.08 Headwall (6' x 3')
3.09 Headwall (5' x 4')
4.00 WATERLINES
4.01 12" C-900 PVC
4.02 6" C-900 PVC
4.03 12" Gate Valve & Box
4.04 6" Gate Valve & Box
4 .05 Fire Hydrant Assembly
4 .06 12" Wet Connection
4.07 2" Blow-Off Assembly
4.08 Cast Iron Fittings
4.09 Long Double Water Service
4 .10 Short Double Water Service
4 .11 Long Single Water Service
4 .12 Short Single Water Service
. Dale Browne , Jr., P.E .
Ash & Browne Engineeri
Estimated Estimated
Quantity Unit Cost
790 LF $38 .52
938 LF $52.75
912 LF $80.87
192 LF $215.71
152 LF $253.38
18 EA $2,000.00
4EA $2,200.00
1 EA $1,800.00
2EA $3,000.00
Subtotal Item 3 -Storm Sewer:
2,155 LF $17.00
3,510 LF $8.00
3EA $1,000.00
10 EA $500.00
6EA $2,200.00
1 EA $1 ,000.00
2EA $400 .00
2Tons $1 ,500 .00
23 EA $200.00
23EA $100.00
3EA $200.00
BEA $100 .00
Subtotal Item 4 -Water Lines:
Subtotal Construction Cost:
_ .... ,,,,,
---~E OF r,,. \\ -<'...~~ •••••••••• ~ ..... ~ ,,
-'";>.·· ~ ··':"f.s-• ; .·· ·· .. , •.· ·. ·' :. ~ /4.: ~1 ...... ?!:!? J .:·: .~ ~~ ~ J. DALE BROWNE JR ~ 1···:·····················~ .... : .. ~ t,-o·. 81890 : ,,, .~ ... '9 .·°$""' ·?~·.f 91STE'r.'f~?·~~o/ \\~SJ()" ·····£~G-,,, NAL _ ....
''""" Page 2 of 2
ESTIMATED
TOTAL COSTS
$30,430.80
$49,479.50
$73 ,753.44
$41,416.32
$38,513.76
$36,000.00
$8,800.00
$1,800.00
$6,000.00
$286, 193.82
$36,635.00
$28,080.00
$3,000.00
$5,000.00
$13,200.00
$1,000.00
$800.00
$3,000.00
$4 ,600.00
$2 ,300.00
$600.00
$800 .00
$99,015.00
$808,455.96
Sun Meadows Subdivision -Phase I
Estimated Construction Costs Completed To Date
ABEi No. 1036001
April 26, 2001
The following Estimated Construction Costs Completed To Date is based on the engineer's
best judgement by project site visits and the project superintendent.
Item Description Estimated Completed Estimated Total Costs
No . Quantity to Date Unit Cost To Date
1.00 STREET
1.01 Lime for Stabilization 267 TONS $84 .00 $0.00
1.02 Lime Treated Subgrade 17 ,964 SY $1 .25 $0 .00
1.03 Subgrade Preparation (Alleys) 3 ,578 SY 3220 SY $1 .00 $3 ,220.00
1.04 6" Concrete Paving 32 ,200 SF $2.30 $0.00
1.05 7" Limestone Base 4 ,628 SY $5 .63 $0 .00
1.06 6" Limestone Base 11 ,387 SY $4 .85 $0 .00
1.07 1 %" Hot Mix Asphaltic Pavement 16,015 SY $3 .75 $0.00
1.08 Curb & Gutter 10,335 LF $7.50 $0.00
Subtotal Item 1.00 Streets: $3,220.00
2.00 SANITARY SEWER
2.01 12" SDR-26 PVC 100 LF 1001 LF $20.00 $20 ,160.00
2.02 6 " SDR-26 PVC 5,540 If 5,540 If $8 .27 $45 ,815 .80
2.03 Manholes 19 EA 19 EA $1 ,000 .00 $19,000 .00
2.04 Manholes on Existing Line 1 EA $1,200.00 $0 .00
2.05 Tie to Existing Manhole 2EA 2EA $100.00 $200 .00
2.06 Trench Safety 5,000 LF 5,000 LF $0.50 $2 ,500 .00
2.07 Long Double Service Line 13 EA 13 EA $354 .00 $4 ,602 .00
2.08 Short Double Service Line 32EA 32EA $135 .00 $4,320 .00
2 .09 Long Single Service Line 4EA 4EA $323 .00 $1 ,292.00
2.10 Short Single Service Line 9EA 9EA $105 .00 $945 .00
Subtotal Item 2 -Sanitary Sewer: $98,834.80
Page 1 of 2
Item
No .
3.00
3.01
3.02
3.03
3.04
3.05
3.06
3.07
3.08
3.09
4.00
4.01
4.02
4 .03
4 .04
4 .05
4 .06
4.07
4 .08
4 .09
4 .10
4.11
4 .12
Description Estimated Completed Estimated Total Costs
Quantity to Date Unit Cost To Date
STORM SEWER
24 " RCP 790 LF $38 .52 $0.00
30" RCP 938 LF $52 .75 $0.00
36" RCP 912 LF $80 .87 $0 .00
5' x 4' Box Culvert 192 LF $215 .71 $0 .00
6' X 3' Box Culvert 152 LF $253 .38 $0 .00
Curb Inlets 18 EA $2,000.00 $0.00
Junction Box 4EA $2,200 .00 $0.00
Headwall (6' x 3') 1 EA $1,800 .00 $0.00
Headwall (5' x 4') 2EA $3,000.00 $0.00
Subtotal Item 3 -Storm Sewer: $0.00
WATER LINES
12" C-900 PVC 2 ,155 LF 1060 LF $17 .00 $18,020.00
6" C-900 PVC 3 ,510 LF $8 .00 $0 .00
12" Gate Valve & Box 3EA 1 EA $1,000 .00 $1,000.00
6 " Gate Valve & Box 10 EA 3EA $500.00 $1,500.00
Fire Hydrant Assembly 6EA 3EA $2,200 .00 $6 ,600 .00
12" Wet Connection 1 EA 1 EA $1,000.00 $1 ,000.00
2" Blow-Off Assembly 2EA $400 .00 $0.00
Cast Iron Fittings 2Tons .75 TONS $1 ,500 .00 $1 ,125.00
Long Double Water Service 23EA 6 EA . $200 .00 $1,200.00
Short Double Water Service 23EA SEA $100 .00 $500 .00
Long Single Water Service 3EA $200 .00 $0 .00
Short Single Water Service 8EA 1 EA $100 .00 $100.00
Subtotal Item 4 -Water Lines: $31,045.00
Subtotal Construction Costs Completed To Date: $133,099.80
Page 2 of 2
_,,,,,,,
--:'\E OF TLO ,, -,,, !>-......... .;-.¥ ~ \ , c:,, ••. . ;.""l.r a ~ .. ·· ~ ·· ... "• .· · .. ' 1 • ...-4-n z.w1 \.'1 ~·································' ~ J. DALE BROWNE, JR . ~ ,.··:·························:··-: ,,~.... 81890 /"$,: e,o~·~(:"G 'r-~~-·~<.t;.,. l ~.-·. /STE .··r-'\ -,,..,si0"·· .. "E.~"'-,, .. NAL -" ,, ............ -
~~
COLLEGE STATION
DEVELOPMENT PERMIT
PERMIT NO. 500088
DP-SUN 'PARK' MEADOWS
FOR AREAS OUTSIDE THE SPECIAL FLOOD HAZARD AREA
RE: CHAPTER 13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
SUN MEADOWS SUBDIVISION
DATE OF ISSUE: April 6, 2001
OWNER:
ELKINS, HARTZELL B
2508 RIVER FOREST DR
BRYAN, TX 77802
TYPE OF DEVELO PMENT:
SPECIAL CONDITIO NS:
SITE ADDRESS:
901 GRAHAM RD
DRAINAGE BASIN:
NORTH FORK LICK CREEK
VALID FOR 12 MONTHS
CONTRACTOR:
All construction must be in compliance with the approved construction plans
All trees must be barricaded, as shown on plans, prior to any construction. Any trees not barricaded will not count
towards landscaping points. Barricades must be 1' per caliper inch of the tree diameter.
The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site
in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design
Criteria. The Owner and/or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation
occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor
shall also insure that any disturbed vegetation be returned to its origina l condition , p lacement and state. The Owner
and/or Contractor shall be responsible for any damage to adjacent properties, city streets or infrastructure due to heavy
machinery and/or equipment as well as erosion , siltation or sedimentation resulting from the permitted work .
Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any
operations of this permit can begin .
In accordance with Chapter 13 of the Code of Ordinances of the City of College Station , measures shall be taken to
insure that debris from construction, erosion , and sedimentation shall not be deposited in city streets, or existing drainage
facilities. If it is determined that the prescribed erosion control measures are ineffective, it is the contractor's
responsibility to correct the problem and amend the erosion control plan.
I hereby grant this permit for development of an area outside the special flood hazard area. All development shall be in
accordance with the plans and specifications submitted to and approved by the City Engineer in the development permit
application for the above named project and all of the codes and ordinances of the City of College Station that apply.
FINAL PLAT APPLICATION
Minor __ Amending X Ymal __ Vacating __ Replat
The following items must be submitted by an est:al?lished filing deadline date for P & Z Commission consideration.
MINIMUM SUBMI'ITAL REQUIREMENTS:
./ Filing Fee of $200.00 .
./'Development Pennit Application Fee of$100.00 (if applicable).
_L Infrastructure Inspection Fee of $300.00 (applicable if any public infrastructure is being constructed.).
V"' Application completed in full .
~Thirteen (13) folded copies of plat. (A signed mylar original must be submitted after staff review.) 5/one (1) copy of the approved Preliminary Plat and/or one (1) Master Plan (if applicable).
__ Paid tax certificates from City of College Station, Brazos County and College Station I.S .D .
~A copy of the attached checklist with all items checlced off or a brief explanation as to why they are not.
__ Two (2)copies of public infrastructure plans associated with this plat (if applicable).
APPLICATION DATA
.\ME OF SUBDMSION Sun Meadows Phase 1
SPECIFIED LOCATION OF PROPOSED SUBDIVISION A sixty acre tract situated at the
northeast quadrant of the intersection of South Graham Road and Schaffer
Raad The tract is bounded on the north by Arnold R_o_a_d_. ________ _
APPLICANT/PROJECT MANAGER'S INFORMATION (Primary Contact for the Project):
Name Mr. Hartzell Elkins (Graham Road LTD.)
StreetAddress 2508 River Forest
State Texas Zip Code 77802
PhoneNumber (979) 774 -4090
PROPER1Y OWNER'S INFORMATION:
Name Mr, Hartzell Elkins
StreetAddress 2508 River Forest
State Texas Zip Code 77802
Phone Number ( 9 7 9 ) 7 7 4 - 4 0 9 0
ARCIIlTECT OR ENGINEER'S INFORMATION:
City Bry_a_n _________ _
E-Mail Address NI A -'------------
Fax Number ( 9 7 9) 7 7 4-_4_0_9_0 _________ _
City Bry:....:a:..:n=-------------
E-Mail Address NI A ___.:. __________ _
Fax Number ( 9 7 9 ) 7 7 4-_4:_0:....:9_0:..__ ________ _
Name Rogers Engineering Services
StreetAddress 208A SW PKWY East City College Station
E-Mail Address agr@rogersengineering J:;O m State TX Zip Code 7 7 8 4 0 ----
PhoneNumber _ .... <.=9....:....7.::....9..._) _6,...,,8::...:0.._-__.8:..:8'"'""4:....:;0 __ F.axNumber ( 979) 680-~8~8.::!..4.!...1 ________ _
FINAL PLAT APPT Jr.ATTn»
TOTAL ACRES OF SUBDMSION 3 4 • 6 0 R-0-W ACREAGE 6 • 6 4 TOTAL# OF LOTS 1 0 0
1:. --rER OF LOTS BY ZONING D!STRICT R2 I 1 0 0 I ---,--
. AVERAGE ACREAGE OF EACH RESIDENTIAL LOT BY ZONING DISTRICT:
R2 I O. 197 I I I --
FLOODPLAIN ACREAGE 8. 1 3
PARKLAND DEDICATION ACREAGE ____ ORFEEAMOUNT __ / __ _
A STATEMENT ADDRESSING ANY DIFFERENCES BE'IWEEN TIIE FINAL PLAT AND APPROVED MASTER
DEVELOPMENT PLAN AND/OR PRELIMINARY PLAT (IF APPLICABLE):
Three lots located on the north side of Willow Pond Court were
eliminated due to conflict with sanitary sewer easement.
REQUESTED VARIANCES TO SUBDMSION REGULATIONS & REASON FOR SAME_N_o_n_e ____ _
REQUESTEDOVERSIZEPARTICIPATION~_N_o_n~e~~~~~~~~~~~~~~~~~~~-
TOTAL LINEAR FOOTAGE OF PROPOSED:
7,650 STREETS -----
_5"-'''-'6'-"-9...;;;;;2 __ SIDEWALKS
_5__,,.._7_6_1 __ SANITARY SEWER LINES
5 I 700 WATERLINES -----_____ CHANNELS
_1__,,.._0_2_4 __ STORM SEWERS
_1__,,.._1_3_6 __ BIKE LANES I PA TI:IS
NOTE: DIGITAL COPY OF PLAT (IF APPLICABLE) MUST BE SUBMITIED PRIOR TO FILING.
I l
Sent By: ROGERS ENGINEERING SERVICES; 9796808841; Feb-9 -01 4:23PM; Page 2 /2
Sc.ale
EXISTING EQGE OF ROAD
PROVIDE APPROPRIATE
TRANSITION BETWEEN ENTRANCE
AND ROADWAY
NOTES :
1. WHEN NECESSARY. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR
TO ENTRANCE ONTO; PUBLIC ROADWAY. WHEN WASHING IS REQUIRED , IT SHALL BE
DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO .AN
APPROVED TRAP OR ~SEDIMENT BASIN . ALL SEDIMENT SHALL BE PREVENTED FROM
ENTERING ANY STO~M ORA.IN, DITCH OR WATERCOURSE USING APPROVED METHODS .
2. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAY. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS CONDITIONS DEMAND, AND
REPAIR ANO CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT
SPILLED, DROPPED, \ivASHED OR TRACKED ONTO PUBLIC ROADWAY MUST BE REMOVED
IMMEDIATELY. . .
3. ENTRANCE MUST BE PROPERLY GRADED OR IN CORPORA TE A DRAINAGE SWALE
TO PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE.
NONE
Title : Sun Meadows Subdivision
COLLEGE STATION, TEXAS
• CONSTRUCTION ENTRANCE DETAIL
Drawn Date 2.19101 Drawn By TEG Job No . 5001-15-0008-00 Drawing No.
ROGLl~S 1400 South Austin Street 208A Sw. Pkwy. East
Xt
t.NCINFF (<!NC
SF l<Vl CES
P.O. Box 619 Brenham. Texas 77634
Tele : (409)836-6855 Fax: (409)838-6847
P.O. Box 10763 College Station , T~as 77840
Tele : (409)68().8840 Fax: (409)68~8841
SUPPLEMENTAL DEVELOPMENT PERMIT INFORMATION
-~
(_ }plication is hereby made fo~ the follo~g development specific site/waterway alterations:
Sun Meadows Subdivision Phase One I North Fork of Lick Creek
ACKNOWLEDGMENTS:
~Alton G. Rogers, P.E. • design engineer/ewner, hereby acknowledge or affirm that:
The information and conclusions contained in the above plans and supporting documents comply with the current requirements of
the City of College Station. Texas City Code. Chapter 13 and its associated Drainage Policy and Design Standards.
As a condition of approval of this permit application. I agree to construct the improvements proposed in this application according to
these documents and the requirements of Chapter 13 of the College Station City Code.
Property Owner(s) Contractor
CERTIFICATIONS: (for propose4 alterations within designated flood ha7.3rd areas.)
12·/9-Z;v-o
Date
I ..Ji.J...LWJ...J.;i...........lil~~~~~~_, certify that the alterations or development covered by this permit shall not
C31J~~.~ittllt.~~~y adjoining or crossing this pemiltted site and that such alterations or
~~~UJ~~·ts 'G tll City of College Station City Code, Chapter 13 concerning encroachments of
* *
Date
/Z -19-2et:'O
Date
I •
, '3CCOrdance with Chapter 13 of the Code of Ordinances of the City of College Station. measures shall be taken to insure that debns
from construction. erosion. and sedimentation shall not be deposited in city streets, or existing drainage facilities,
All development shall be in accordance with the plans and specifications submitted to and approved by the City Engineer for the
above named project All of the applicable codes and ordinances of the City of College Station shall apply.
im-IAY Pf.AT APPT.TC.ATTON 'l nf'l
-GEOTEXTILE FABRIC
/STEEL FENCE POSTS
MAX. 6' SPACING
OVEN WIRE SUPPORT
12 GA. WIRE
NET BACKING
FABRIC TOE-IN
T FENCE
iALL BE INSTALLED ON A SLIGHT
• POST MUST BE EMBEDDED
IN W!TH A SPADE OR
FACE OF THE TRENCH IS FLAT
:E FENCE CAN NOT BE TRENCHED
SHED GRAVEL ON UPHILL SIDE TO
EE P AND 6 INCHES WIDE TO
IN THE GROUND AND BACKFILLED
~ACH STEEL SUPPORT POST OR
THE STEEL FENCE POST.
ACH RAINFALL EVENT AND REP AIR
NEEDED.
S COMPLETELY STABILIZED SO AS
AGE.
REACHES A DEPTH OF 6 INCHES.
0 SITE AND !N SUCH A MANNER
N.
SF STANDARD SYMBOL
L=
SILT FENCE
04-01-88 A
N. T.S. 642-1
/
/
/
....J < :::>
50' MIN.
(
GRADE TO PREVENT RUNOFF
FROM LEAVING SITE
EXISTING GRAD 7 -l 8 " MIN. /ROADWAY
~~ ......... ~~~ ~_j_J.,z;~~r~t:i~~~=L-;:'~~~-C~J~r~":i::?~5,~~~~,~~~r'3;03qJ_../...~......,
PROFILE f:(
PROVIDE APPROPRIATE TRANSITION
BETWEEN STABILIZED CONSTRUCTION
ENTRANCE AND PUBLIC RIGHT-OF -WAY
1 50' MIN.
I ~I I
-----~ L R.O.W.
----i--..
PLAN VIEW
~1-----------------------------------------------------------------.j :::i;;
0
Q:'.
< 0 z < I--
VI z
0
t= a_ a:: <..>
l/)
~
w
I-< 0
> w
Q:'.
NOTES:
1. STONE SIZE : 3" -5" OPEN GRADED ROCK .
2 . LENGTH: AS EFFECTIVE BUT NOT LESS THAN 50 FEET .
3 . THICKNESS : NOT LESS THAN 8 INCHES .
4 . WIDTH : NOT LESS THAN FULL WIDTH OF ALL POINTS OF INGRESS/EGRESS.
~. WASHING: WHEN NECESSAAY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTRANCE ONTO PUBLIC ROADWAY . WHEN WASHING IS REQUIRED , IT SHALL BE DONE ON AN
AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED TRAP OR
SEDIMENT BASIN . ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN ,
DITCH OR WATERCOURSE USING APPROVED METHODS.
6 . MAINTENANCE : THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC ROADWAYS. THIS MAY REQUIRE
PERIODIC TOP DRESSING WITH ADDITIONAL STONE CONDITIONS DEMAND, AND REPAIR AND
CLEAN OUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENTS SPILLED,
DROPPED. WASHED OR TRACKED ONTO PUBLIC ROADWAY MUST BE REMOVED IMMEDIATELY.
7 . DRAINAGE : ENTRANCE MUST BE PROPERLY GRADED OR INCORPORATE A DRAINAGWALE TO
PREVENT RUNOFF FROM LEAVING THE CONSTRUCTION SITE .
CITY OF AUSTIN
DRAINAGE UTILITY STABILIZED CONSTRUCTION ENTRANCE
APPROVED
C.R. Z
@.._ WOOD CH I P MULCH ~ 100 rrm -150 rrm
<4'' -6'' > DEPTH
ADOPTED: 04-01-88
SCALE: N. T. S.
DATE INITIAL:
TEMPORARY
ACCESS ROAD
EXISTING
ROADWAY
AREA OR EASEMENT
AS APPROVED
ST ANllAKU NO.
641-1
LOCATION PRIOR TO
GRADING AND PAVING
PERMEABLE
PAVING AREA
CURB
FENCE LOCATION
DURING PERMEABLE
PAVING INSTALLATION
LINEAR CONSTRUCTION THROUGH TREES TREES IN PAVING AREA
D D r
MINl..UM NESESSARY WORK AREA
OOD CHIP MULCH 100 TO 150 mn
' TO 6'' DEPTH>
I BLDG. I
THIS FORM REPLACES PREVIOUS FORM 3510-6 (8-98)
See Reverse for Instructions
Form Approved . OMB No. 2040-0188
NPDES
FORM &EPA United States Environ mental Protection Agen cy
Washington , DC 20460
Notice of Intent (NOi) for Storm Water Discharges Associated with
CONSTRUCTION ACTIVITY Under a NPDES General Permit
Submission of this Notice of Intent constitutes notice that the party identified in Section I of this for m intends to be authorized by a NPDES permit iss ued
for storm water discharges associated with co nstruction activity in the State/India n Country Land identifi ed in Section II of this form. Submiss ion of this Notice
of Intent also co nstitutes notice that the party identified in Section I of this form meets the eligibility requireme nt s in Part l.B. of the genera l permit (including
those related to protection of endangered species determined through the procedures in Addendum A of the general permit), understands that conti nu ed
authorization to discharge is contingent on maintaining permit eli gibi lity, and that implementation of th e Storm Water Pollution Prevention Plan required under
Part IV of the general permit will begin at the tim e the permittee commences work on the construction project identified in Secion II below. IN ORDER TO
OBTAIN AUTHORIZATION , AL L INFORMATION REQUESTED MUST BE INCLUDED ON THI S FORM . SEE INSTRUCTION S ON BACK OF FORM .
I . Owner/Operator (Applicant) Information
~~ame: 1G:y-aham .1Road 1LTID -1
Address : 12 5 a 8 1RLVi6l:i 1Fiar1eis1t 1
city: 1Bri}lan
II . Project/Site Information
State:~
Phone : 1 ~r?i ;r?i 7i 4J 1 o ~ 01
;~~:r/~perator : [El ~
Zip Code : I 7i 7i 8 a 2 -I
1SUbdi1V1i1S 1iiOA I l51roject Name: I Sun 1M§e!idQWiS1
Project Address/Location : I NE I Jj n t e r; ·I
Is the facility located on Indian
Country Lands?
Yes D No [it
1Griaham 1& 1Siohaf1f 1eir1 1Rd1S1.I
city: 1Co11ege 1St1at1i 1an State:~ Zip Code: ~I 7i~1 ~7i~8~4~5~-~I~~~
ISJLatitude : 1 Ji Q 314131 01 Lo ngitud e: I 19161117 '4 15 1
Has the Storm Water Pollution Prevention Plan (S WPPP ) been prepared?
county: I B :Y-a Z Q S
Yes [i? No D !SJ
Optiona l: Address of location of
SWPPP fo r viewing D Address in Section I above D Address in Section II above D Other address (if known) below :
Phone : ~~WPPP
L.:.!1f'ddress: ~I ~~~~~~~~~~~~~~-~~~~~~~~~~-~~~~~~__,_~~ I I I
City : ._I ~~~~~~~~~~~~~~~~~~~~~~ State: l_i_J Zip Code: 1-1
~Name of Receiving Water: ~I L~i,~q~kj~~1_G~rl~1 §~§_t~~~~~~~~~~~~~
I Q l l 5 21 0 01 ld 1=="11 I Q 6 l 5 21 0 0 11 l=="1 -Ba-s-ed_o_n-in-s-tru-c-tio_n_p_ro_v-ide-d-in_A_d_d-en-d-um_A_o_f t-he_p_e-rm-it-. -ar-e __.
Month Day Year t..:.ij!ll Month Day Year ~ there any listed endangered or threatened species , or designated
Estimated Constructio n Start Date Estimated Completion Date critical habitat in the project area? ~]
Estimate of area to be disturbed (to nearest acre): ._I _,___,____.__.1_,,6'-=11=1 Yes D No ~
Estimate of Likelihood of Discharge (choose only one): ~
1. D Unlikely 3. D Once per week 5. D Continual
2 . ~ Once per month 4 . D Once per day
Ill. Certification
I have satisfied permit eligibility with regard to protection of
enda ngered species through the ind ica ted section of Part l.B .3.e.(2)
of the perm it (check one or more boxes): ~
(a) IH (b) D (c) D (d) D
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information sub mitted . Based on my inquiry of the person or persons who
ma nag e this system , or those persons directly responsible for gathering the information, the infor mation submitted is , to the best of my knowledge and
belief, true, accurate, and comp lete. I am aware that there are sign ifican t penalties for submitting false information , including the possibility of fine and
im prisonment for k wing vio lat ions.
~Pri n t Name: i..=..:~~::.L.!:'1.,J~~;i;ti;=A=t...;>;~"-;;==S"'-L_,___._---'-'-'--'---...1_-'-_,_---'-----'---'----'-'---' Date : 11218 a 01
Signature :
EPA For m 3510 -
STAFF REVIEW COMMENTS
No.2
Project: DP-SUN MEADOWS-DEVELOPMENT PERMIT (0-500088)
ENGINEERING
Please see "red lines" for details to comments.
6 . Sheet C-32: Please allow sufficient room for equipment on construction of Schaffer
to allow silt fence to remain in place .
Reviewed by: Spencer Thompson Date : February 9 , 2001
NOTE: Any changes made to the plans , that have not been requested by the City of College Station ,
must be explained in your next transmittal letter and "bubbled " on your plans . Any additional changes on
these plans that have not been pointed out to the City, will constitute a completely new review .
Staff Review Comments
J :\PZTEXT\PZ04317.DOC
Page 1 of 1
DEVELOPMENT SERVICES
TRANSMITTAL LETTER
Name/Finn:
Address:
Date: 1-ltf fWJ.
Phone: __..._.k~ ...... 6_;~g&t/v-=---
Fax: ~ro -Fifi//
We are transmitting the following for Development Services to review and comment: (Check all that apply.):
D Master Development Plan w/ D Redlines
D Preliminary Plat w/ D Redlines
D Final Plat w/ D Redlines
D FEMA CLOMA/CLOMR/LOMNLOMR w/ D Redlines
D Site Pl'1 w/ D Jledlines
lkf' Grading Plan (~\.;....~~~~/ Ila"" Redlines
D Landscape Plan w/ D Redlines
D Irrigation Plan w/ D Redlines
D Building Construction Documents w/ D Redlines
1 •' -,
I .)FRASTRUCTURE AND ENGINEERING DOCUMENTS
All infrastructure documents must be submitted as a complete set.
The following are included in the complete set:
D Waterline Construction Documents w/ D Redlines
D Sewerline Construction Documents
D Drainage Construction Documents
D Street Construction Documents
w/D Redlines
w/ D Redlines
w/ D Redlines
D Easement application with metes & bounds decsription
D Drainage Letter or Report w/ D Redlines
D Fire Flow Analysis w/ D Redlines
Special Instructions :
(/u_~ ~A h
TRANSMITI AL LEITER
TRANSMIT.DOC 03/23/99
D Development Permit App .
D Conditional Use Permit
D Rezoning Application
D Variance Request
D Other -Please specify
D Tx.DOT Driveway Permit
D Tx.DOT Utility Permit
D Other -Please specify
l ofl
ROGERS ENGINEERING SERVICES
GEOTECHNICAL, STRUCTURAL & ENVIRONMENTAL ENGINEERING SERVICES
February 9, 2001
Mr. Spencer Thompson
Development Services
City of College Station
P.O. Box 9960
College Station, Texas 77840
Re: Development Permit Revisions
Sheet C-32
Sun Meadows Subdivisions Phase 1
College Station, Texas
RES Job No .: 5001-15-0008-00
Dear Mr. Thompson:
Attached as requested is the revised Sheet C-32 for the referenced project. The revisions
are listed as follows:
1. The silt fence along Hibiscus Street was moved to the east side of the street.
2. The primary construction entrance is shown off of Hibiscus Street.
3. A secondary construction entrance was denoted at the proposed Schaffer and
Graham Roads intersection.
4. A check dam was denoted at the east property line at the stream.
Each of these changes are bubbled for your review.
If you have any further questions or changes, please contact me.
Sincerely ,
P.O . Box 619 ·Brenham. Texas 77834 -0619 • (979) 836-6855 •fax (979) 836-6847
P.O . Box 10763 ·College Station , Texas 77842-0763 • (979) 680 -884 0 •fax (979) 680-8841
1
~w-
COL Ll G l STATION
DEVELOPMENT PERMIT
PERMIT NO . 500088
DP-SUN 'PARK' MEADOWS
FOR .AREAS IN SPECIAL FLOOD HAZARD AREA
RE: CHAPTEW13 OF THE COLLEGE STATION CITY CODE
SITE LEGAL DESCRIPTION:
PARK MEADOWS SUBDIVISION
DATE OF ISSUE: 02/09/01
OWNER:
ELKINS , HARTZELL B
2508 RIVER FOREST DR
BRYAN, TX 77802
TYPE OF DEVELOPMENT: Clearing and Grading Only
SPECIAL CONDITIONS:
SITE ADDRESS:
901 GRAHAM RD
DRAINAGE BASIN: North Fork Lick Creek
VALID FOR 6 MONTHS
CONTRACTOR:
All construction must be in compliance with the approved construction plans
If the prescribed erosion control measures are not effective, the permit holder will be responsible for ammending the
Erosion Control Plan in such a manner as to ensure effectiveness.
The Contractor shall take all necessary precautions to prevent silt and debris from leaving the immediate construction site
in accordance with the approved erosion control plan as well as the City of College Station Drainage Policy and Design
Criteria. The Owner and /or Contractor shall assure that all disturbed areas are sodden and establishment of vegetation
occurs prior to removal of any silt fencing or hay bales used for temporary erosion control. The Owner and/or Contractor
shall also insure that any disturbed vegetation be returned to its original condition, placement and state. The Owner
and/or Contractor shall be responsible for any damage to adjacent properties , city streets or infrastructure due to heavy
machinery and/or equipment as well as erosion, siltation or sedimentation resulting from the permitted work.
Any trees required to be protected by ordinance or as part of the landscape plan must be completely fenced before any
operations of this permit can begin.
In accordance with Chapter 13 of the Code of Ordinances of the City of College Station, measures shall be taken to
insure that debris from construction, erosion , and sedimentation shall not be deposited in city streets, or ex isting drainage
facilities.
I hereby grant this permit for development of an area outside the special flood hazard area, according to FEMA, but in
the 100-year floodplain according to engineering analysis. All development shall be in accordance with the plans and
specifications submitted to and approved by the City Engineer in the development permit application for the above
named project and all of the codes and ordinances of the City of College Station that apply.
Date
Date
Contractor Date
J:\PZTEXT\PZ0432 l .DOC
hn
March 20 , 2001
CITY OF COLLEGE STATION
DEVELOPMENT SERVICES
1101 Texas Avenue South, PO Box 9960
College Station, Texas 77842
Phone (979) 764-3570 I Fax (979) 764-3496
MEMORANDUM
TO : Rogers Engineering Services 1 If(°' F~ u¥b-~gy/
FROM : Bridgette George , Assistant Development Review Manager
SUBJECT: DP-SUN 'PARK' MEADOWS (0-500088)
Staff reviewed construction documents for the above-mentioned project and the
comments are attached. Please address the comments and submit the following
for further staff review .
__ $100 resubmittal fee (per every 3 staff reviews)
__ One (1) set of revised construction documents .
Please call Spencer Thompson if you have any questions.
CC : Hartzell Elkins, Via fax 77 4-4090
Home of Texas A&M University
STAFF REVIEW COMMENTS
No . 4
Project: DP-SUN 'PARK' MEADOWS-DEVELOPMENT PERMIT (0-500088)
ENGINEERING
1. Sheet C-4: Please address the issue concerning alteration of existing utilities to
conform to the improvements being made in this subdivision, i. e. sewer
manholes to new grade .
2. Sheet C-5 : I do not think the blow-off is necessary in this circumstance at Sun
Meadows and Shaffer.
3 . Sheet C-5: City standard states that valves are to be of the non-rising stem type .
4 . Sheet C-7 : Please include note about plug at cross , Sta. 11+75.
5 . Sheet C-14: Please include drop pipe on MH -14 in profile view.
6 . Sheet C-17: Please revise this sheet to reflect changes .
7 . Sheet C-18 :. Please include drop pipe on MH-16 in profile view.
8. The sheets submitted 3/20/01 appear to be satisfactory.
That concludes the comments at this time. Please make revisions . Please submit a
final copies for DS Approval stamp .
Your drainage report has not received final approval due to the fact that the design was
still in progress. If the design has changed, please make revisions to the submitted
report .
We also need to put together the Final Plat corrections and Mylar. Please make final
comment revisions and remove any and all references to zoning on surrounding
properties. Submit the Mylar and paper copy for record.
Reviewed by : Spencer Thompson Date: March 20, 2001
NOTE: Any changes made to the plans , that have not been requested by the C ity of College Station ,
must be explained in your next transm ittal letter and "bubbled " on you r plans . Any additional changes on
these plans that have not been pointed out to the C ity , will constitute a completely new review .
Staff Rev iew Comme nts
J :\PZTEXT\PZ04537 . DOC
Page 1 of 1
03 /21 /01 09:24 fi\979 764 3496 DE VEL OP MENT SVC S
TRAN SMISSIO N OK
TX /RX NO.
CONNECTION TEL
CO ECTION ID
START TIME
USAGE TIME
PAGES
RESULT
*************************** *** ACTIVITY REPORT ***
***************************
7122
03 /21 09 :23
01 '08
2
OK
96808841
~001
03 1 21 1 01 09:50 ti'979 764 3496 DEVELOPMENT SVCS
TRANSMISSION OK
TX /RX NO.
CONNECTION TEL
CO ECTION ID
START TIME
USAGE TIME
PAGES
RESULT
*************************** *** ACTIVITY REPORT ***
***************************
7126
03 /21 09 :49
00 '46
2
OK
97744090
141001
STAFF REVIEW COMMENTS
No. 3
Project: DP-SUN MEADOWS-DEVELOPMENT PERMIT (0-500088)
ENGINEERING
1. Sheet C-4 : Please add note that backfill for any pipes under street pavement
must be cement stabilized sand.
2. Sheet C-6: Please include all fittings and stations in profile. Include line slope.
3 . Sheets C-13 thru 18: Please consider using a 6" line for sewer service
connections for two properties (similar to water SC's), where applicable, rather
than numerous single taps.
4 . Sheet C-14: Please show drop manhole where applicable.
5. Sheet C-17: Please consider sewer taps off the existing line to the rear of these
properties. This would eliminate the need for the additional sewer the City needs
to maintain.
6. Sheet C-18: Please show drop manhole where applicable .
7 . Sheets C-20 thru C-27 : Minimum radius at street intersections is 25'.
8. Sheets C-20 thru C-27 : Minimum pavement radius for cul-de-sac is 40 '.
9 . Sheet C-31: Is this subdivision utilizing the lay-down curb?
10. Sheet C-30: City standard for flexible pavements is 2" HMAC.
11. Sheet C-30: City Standard for raised curb includes a note "#4 bars continuous,
3" typical clearance" and an additional bar in the upper curb section (total 3
bars).
12 . Sheet C-35 : According to the street profile sheets, Willow Pond Court slopes to
the northeast . Are Inlets 16 and 17 expected to collect stormwater from this
street, or is Inlet 18 to collect all the runoff?
13. Sheet 35-C: Inlet 18 should have some type of outlet structure/ energy
dissipation.
14. Sheet C-35 : There will be considerable stormwater flow down the alleys . Where
is this runoff to go and what impact will it have on the depth of water in Shaffer?
15 . Sheets C-36 thru C-41 : Profile view of stormsewer to include HGL for 10 and
100 year events with velocity and Q.
16. Sheet C-36: Please include slope on storm sewer.
17. Sheet C-36: This plan view differs slightly from the others . Are the inlets on the
side streets intended to pick up the storm water along Shaffer? In this plan view,
it looks like this is possible. However, in the other plan views, the inlets are
further back and this does not seem to be the intention.
18. Sheet C-37: Please include a profile of the culvert to be constructed under
Shaffer.
19 . Sheets C-39 thru C-41: The slope indicated on the pipe does not agree with that
shown on Sheet C-35 .
Staff Review Comments
J :\PZTEXnPZ04459 . DOC
Page 1 of 1
20 . Sheets C-39 thru C-41: Please match storm sewer soffits where possible such
that the full flow of the larger, downstream pipe does not impede the flow of the
smaller, upstream pipe. Drop manholes are not required on storm sewers .
21. Please include all pertinent City Standard Details for water and sewer such as :
fire hydrants, thrust blocking, etc .
Reviewed by : Spencer Thompson Date: March 5 , 2001
NOTE: Any changes made to the plans , that have not been requested by the City of College Station ,
must be explained in your next transm ittal letter and "bubbled " on your plans . Any additional changes on
these plans that have not been pointed out to the City , will constitute a completely new review .
tlcx. (+ ~12-\l E-l 8" s
(2~us c _S.
Claj £ {i's+
Staff Rev iew Comments
J :\PZT EXT\PZ04459 . DOC
Lh£Mck ~r~)
ls -a -%\-Ll( +~l'
ls.~~' .}-C, LI ( f cy
Page 2 of 1
03 /05 /01 18:54
•
l_J .
'a979 764 3496 DE VEL OPME NT SVC S
TRA SMISSIO N OK
TX/RX NO.
CONNECTION TEL
CO NE CTIO N ID
START TIME
USAGE TIME
PAGES
RESULT
*************************** *** ACTIVITY REPORT ***
***************************
6896
9p6808841
03 /05 18:53
01 '04
2
OK
141001
03 /05 /01 18 :56
l,I
'5'979 764 3496 DE VELOP MENT SVCS
TR AN SMISSIO N OK
TX/RX NO.
CO NN ECTIO N TEL
CO NNE CTIO N ID
ST ART TIME
USAGE TIME
PAGES
RESULT
*************************** *** ACTI VI TY REPORT ***
***************************
6897
9p6952941
LEGACY CO NSTRUCT
03 /05 18:55
00 '47
1
OK
l4J 00 1
1
Date: August 21 , 2001
To : Amanda Hudec , Accounting\\ ;.J\
From : Bob Mosley, City Engineer W \' .,
Subject: Completed Infrastructure from Pri vate Development
By the attached letter of completion for the Sun Meadows Subd. Phase 1 development,
we have accepted the following improvements to the City of College Station
infrastructure .
Streets:
28 foot wide pavement-Willow Pond St.
28 foot wide pavement-Crepe Myrtle St.
28 foot wide pavement-Hollyhock St.
39 foot wide pavement-Schaffer Rd .
Subtotal
Storm Sewer:
24-inch diameter RCP
30-inch diameter RCP
36-inch diameter RCP
Subtotal
Sanitary Sewer:
Water:
6-inch PVC sanitary sewer main
12-inch PVC sanitary sewer main
4-foot diameter manholes
Subtotal
6-inch PVC main
12-inch PVC main
Fire Hydrant, assembly
Subtotal
1,085 linear feet
1,085 linear feet
1,085 linear feet
1,200 linear feet
$341,3 72 .34
790 linear feet
938 linear feet
912 linear feet
$286, 193 .82
100 linear feet
5540 linear feet
3 each
$81,874 .80
2,155 linearfeet
3,510 linear feet
6 each
$99,045 .00
The value of the above infrastructure totals $808,455.96.
c: Natalie Ruiz, Development Coordinator
Vernon Wright, Engineering Technician
Missy Green , Staff Assistant
.. LETTER OF COMPLETION
CITY ENGINEER
CITY OF COLLEGE STATION
COLLEGE STATION, TEXAS
Dear Sir:
DATE :_~7_-_3_o __ -_c::>___,,_/ __
RE: COM.PLETION OF StA,, ~~~~----
/1~-/a>~s S uJd,'v /s1ho
P.has--e:. I
The purpose of our l etter is to reques t thpt the following listed improvements be approved
and accepted as being constructed under' city inspection and completed according to plans
and specifications as approved and requ'ired by the City of College Station, Texas . This
approval and acceptance by the City is request e d in order that we may finalize any sub-
contracts and to affirm their warranty on the work. This approval and acceptance by the
City of the improvements listed below does hereby void the l etter of guarantee for the
listed improvements on the above reference project.
The one year warranty is herby affirmed and agreed to by G k,;zn E~2~ b~and
by their sub -contractors as indicated by signatures below .
WORK COMPLETED \i:
N <Lf~IL
Se v.Je rL
Address:__.:;)~· ............ ~--'""'----...__---='-~'--«---=
lJrY'?n Tic > J
DATE
?-27-of
?-..2?-o/
1-27. -0/
J
Contractor: G /~h,Pl £~g-~4, f,,c.r
Address: J: 0. /3e>)c S 3?
/(./4V&rr.Sofc:;, Trb. 2? 86 8' ..
Signature:(:_{ ew HI IV~t/lf
0,_~r'l(lt ' , v
ACCEPTANCE & APPROVAL
Bridgette George -Sun Meadow Phase 1
From:
To:
Date:
Subject:
Bridgett ,
Bob Mosley
Bridgette George
5/22/01 8:46AM
Sun Meadow Phase 1
The contractor called and committed to the installation of an asphalt seal cost (MC30) on top of the base
to protect the base and subgrade from deterioration prior to the installation of the asphalt pavement.
Based upon this, the estimate that was submitted yesterday should be ok.
Pag_e 1