Cambridge Phase 2-SY 950914Kimley-Horn
and Associates, Inc.
Engineering
Planning
and
Environmental
Consultants
September 14, 1995
·
Suite 300
12660 Coil Road
Dallas, Texas
75251
Mr. Kenneth M. Griffin, P.E.
Asst. City Manager/City Engineer
City of Coppell
P.O. Box 478
Coppell, Texas 75019
Re:
Review of Floodplain Reclamation Report for The Estates of
Cambridge Manor, Phase Il, City of Coppell, Texas
Dear Mr. Griffin:
Our staff has completed its review of the above report as prepared by Spiars &
DeOtte, Inc. dated August 24, 1995. The following comments are offered as a
result of the review:
1. Duplication Multiple Profile and Floodway Models:
The model presented in this report as the Duplicate Effective Model
does not match the Floodway Data Table in the FEMA April 15, 1994
text. Since this is the effective FEMA information, proof that the
model used as the basis of this study is the latest FEMA approved
model is necessary. This could be a Letter of Map Revision or some
other information showing the FEMA text has been changed.
A Duplicate Floodway Model was not provided and is necessary to
verify that the floodway conditions were duplicated.
2. Corrected Effective Model
A corrected effective floodway model was not provided and is
required.
L ~LESADOCS\CAMBRIDG\GR1FFIN0 LIR
·
TEL 214 770 1300
FAX 214 239 3820
Kimley-Horn
and Associates, Inc.
Mr. Kenneth M. Griffin, September 14, 1995, Page 2
pr~-Existing Condition Model
We assume that this model represents existing conditions, "pre-
existing" implies that there is some existing condition model to follow.
Was the added section 19230 field surveyed or a composite? It is not
apparent from information provided whether the ponds affecting
sections 19230 and 19330 were taken as fully effective flow, This
would not be appropriate.
Adjustments to the roughness value for calibration to match some other
model is not appropriate. Roughness values should represent actual
observed conditions. Naturally, roughness value calibrations to match
measured conditions or gage records is appropriate.
The entire basis for this and the preceding models is based on a model
provided by Dowdy Anderson and Associates, Inc. which may or may
not represent FEMA approved conditions. As stated earlier this must
be verified.
No existing condition floodplain delineations were provided. This is
necessary to verify whether the floodplain limits changed.
No existing condition floodway model was provided which is necessary
to compare floodway conditions.
proposed Condition Model
Sections 19930 and 19230 are proposed to be filled in the right
overbank area.
The report assumes that the high ground along the right bank of Denton
Creek isolates the study area from Denton Creek, rendering it a non-
conveyance area. We do not believe this is the case. Detailed
computer runs were not provided, but if they were, we believe they
would show divided flow at these cross sections. If we are wrong and
the area represents ineffective flow, an X3 card should have been
included to correctly model this.
//We suggest rerunning the model with the proposed fill shown on GR
cards.
Floodway Model
<.....~....--.---~
?The floodway encroachment right station was set at 8250 which is well'~
Kimley-Horn
and Associates, Inc.
Mr. Kenneth M. Griffin, September 14, 1995, Page 3
¢i_ty Floodplain Management Ordinance
The City Floodplain Management Ordinance No. 94639 requires
(Section C-l) "the lowest floor elevated to a minimum of two (2) feet
above the FIS base flood or to one (1) foot above the design base flood
elevation, whichever is higher". Since the design base flood was not
computed in this study, it cannot be determined which is higher.
The ordinance also that elevations and affects refer to
requires
storage
not
k,,.the design base flood. This was done.
It is our understanding that SPF elevations have been computed for
Denton Creek. If not, the City Engineer may accept the 500 year
floodplain elevations in lieu of the SPF.
Spot checks of measured distances between cross sections do not
appear to match the distance shown on the sections. Please verify.
We saw no reference to the potential of wetlands on the tracts to be
filled. The engineer should provide a statement that there are no
wetland impacts, or obtain a letter from the Corps of Engineers to this
effect.
FEMA Forms
Revision Requestor and Community Official Form
See marked corrections attached.
Property Information Form
This form is not used for a CLOMR and should not be included
Elevation Information
This form is not used for a CLOMR and should not be included
Riverine Hydraulic Analysis Form
See marked corrections attached
Community Acknowledgement of Requests Involving Fill Form
This form is not used for a CLOMR and should not be included
L:~LE S ADOC S\CAMBRIDG~GRI~FFN0 .LTR
Kimley-Horn
and Associates, Inc.
Mr. Kenneth M. Griffin, September 14, 1995, Page 4
Based on this review, it is recommended that the noted deficiencies be
addressed and a revised report submitted for review. Technical questions from
the applicant may be addressed directly to Ron Morrison at 817/461-0321.
Please let me know if you have any questions.
Very truly yours,
KIMLEY-HORN AND ASSOCIATES, INC.
Roy L. Wilshire
Senior Vice President
RLW/lgj
L:~LE S ADOC S\CAMBRIDG\GR~FFNO .LTR
I Attach copy of either a public notice distributed by the community stating the community's intent to revise the
floodway or a statement by the community that it has notified all affected property owners and affected adjacent ---
jurisdictions. IV A
9. Does the State have jurisdiction over the floodway or its adoption by communities participating in the NFIP?
YesNe
If yes, attach a copy ofa letter notifying the appropriate State agency of the floodway revision and documentation of the
approval of the revised floodway by the appropriate State agency. N/A
3. PROPOSED ENCROACHMENTS
10. With floodways:
1 A. Does the revision e est involve fill, new construction, substantial improvement, or other development
in the floodway? Yes ❑ No 41
1B. If yes, does the deve elopme t use the 100- ear wat r surface elevation to in ease at any location by more
than 0.000 feet? ❑Yes No A
0/'v n �Q 1
11. Without floodways: / elfir? .
2A. Does the revision request involve fill, new construction, substantial improvement, or other development in
the 100 -year floodplain? IN Yes ❑ No
2B. If yes, does the cumulative effect of all development that has occurred since the effective SFHA was
originally identified cause the 100 -year water surface elevation to increase at any location by more than
one foot (or other surcharge limit if community or state has adopted more stringent criteria)? ❑Yes !YINo
If the answer to either Items 1B or 2B is yes, please provide documentation that all requirements of Section 65.12 of the
NFIP regulations have been met, regarding evaluation of alternatives, notice to individual legal property owners,
concurrence of CEO, and certification that no insurable structures are impacted.
4. REVISION REQUESTOR ACKNOWLEDGMENT
12. Having read NFIP Regulations, 44 CFR Ch. 1, parts 59, 60, 61, and 72, 1 believe that the proposed revision ® is
❑ is not in compliance with the requirements of the aforementioned NFIP Regulations.
5. COMMUNITY OFFICIAL ACKNOWLEDGMENT
13. Was this revision request reviewed by the community for compliance with the community's adopted floodplain
management ordinances? ® Yes ❑ No
14. Does this revision request have the endorsement of the community? ® Yes ❑ No
If no to either of the above questions, please explain:
Please note that community acknowledgment and /or notification is required for all requests as outlined in Section 65.4
(b) of the NFIP Regulations.
6. OPERATION AND MAINTENANCE
15. Does the physical change involve a flood control structure (e.g., levees, floodways, channelization, basins, dams)?
❑Yes 0 No
If yes, please provide the following information for each of the new flood control structures:
A. Inspection of the flood control project will be conducted periodically by
entity
with a maximum interval of months between inspections.
B. Based on the results of scheduled periodic inspections, appropriate maintenance of the flood control facilities
will be conducted by
(entity)
I to ensure the integrity and degree of flood protection of the structure.
C. A formal plan of operation, including documentation of the flood warning system, specific actions and
assignments of responsibility by individual name or title, and provisions for testing the plan at intervals
not less than one year, ❑ has ❑ has not been prepared for the flood control structure.
Revision Requestor and Community Official Form MT -2 Form 1 Page 2 of 4
D. The community is willing to assume responsibility for ❑ performing ❑ overseeing compliance with the
maintenance and operation plans of the
(Name)
flood control structure. If not performed promptly by an owner other than the community, the community
will provide the necessary services without cost to the Federal government.
Attach operation and maintenance plans
7. REQUESTED RESPONSE FROM FEMA
16. After examining the pertinent NFIP regulations and reviewing the document entitled "Appeals, Revisions, and
Amendments to Flood Insurance Maps: A guide for Community Officials," dated January 1990, this request is for
a:
1( a. CLOMR A letter from FEMA commenting on whether a proposed project, if built as proposed, would
justify a map revision (LOMB orPMR), or proposed hydrology changes (see44 CFR Ch. I,
Parts 60, 65, and 72).
b. LOMR A letter from FEMA officially revising the current NFIP map to show changes to floodplains,
floodways, or flood elevations. LOMRs typically depict decreased flood hazards. (See 44 CFR
Ch. I Parts 60 and 65.)
c. PMR A reprinted NMI' map incorporating changes to floodplains, floodways, or flood elevations.
Because of the time and cost involved to change, reprint, and redistribute an NFIP map, a
PMR is usually processed when a revision reflects increased flood hazards or large -scope
changes. (See 44 CFR Ch. I, Parts 60 and 65.)
d. Other: Describe
8. FORMS INCLUDED
17. Form 2 entitled, "Certification By Registered Professional Engineer and/or Land Surveyor" must be submitted.
The following forms should be included with this request if (check the included forms):
• Hydrologic analysis for flooding source differs from that ❑ Hydrologic Analysis Form
used to develop FIRM (Form 3)
• Hydraulic analysis for riverine flooding differs from that .® Riverine H aulic Analysis Form
used to develop FIRM (Forpx
• The request is based on updated topographic ❑ Riverine /Coastal Mapping Form
information or a revised floodplain or floodway (Form 5)
delineation is requested
• The request involves any type of channel modification ❑ Channelization Form (Form 6)
• The request involves new bridge or culvert or revised ❑ Bridge /Culvert Form
analysis of an existing bridge or culvert (Form 7)
• The request involves a new revised levee /floodwall ❑ Levee/Floodwall System Analysis Form
system (Form 8)
• The request involves analysis of coastal flooding ❑ Coastal Analysis Form (Form 9)
• The request involves coastal structures credited as ❑ Coastal Structures (Form 10)
providing protection from the 100 -year flood
• The request involves an existing, proposed, or modified ❑ Darn Form (Form 11)
dam
• The request involves structures credited as providing ❑ Alluvial Fan Flooding Form
protection from the 100 -year flood on an alluvial fan (Form 12)
Revision Requestor and Community Official Form MT -2 Form 1 Page 3 of 4
9. INITIAL REVIEW FEE
18. The minimum initial review fee for the appropriate request category has been included. 1S1 Yes ❑ No
Initial fee amount: $ Z 8 v • 00
Check or money order only. Make check or money order payable to : National Flood Insurance Program. If
paying by Visa or Mastercard please refer to the credit card information form which follows this form.
or
19. This request is for a project that is for public benefit and is primarily intended for flood loss reduction to insurable
structures in identified flood hazard areas which were in existence prior to the commencement of construction of
the flood control project. ❑ Yes No
or
20. This request is to correct map errors, to include the effects of natural changes within the areas of special flood
hazard, or solely to provide more detailed data. ❑ Yes No
Note: I understand that my signature indicates that all Note: Signature indicates that the community
information submitted in support of this request is understands, from the revision requester, the
correct. impacts of the revision on flooding conditions
in the community.
Signature of Revision Requester Si. • •ture if Community Official
Pf5S2l/ 67 Sn e" r
Printed Name and Title of Revision Requester Pr te• a e a Id itle of r • mm . it Official
S , 'S � C c 4c
P f
Company Name Community Name
- 7417
Telephone o. Date Date
Does this request impact any other communities? ❑ Yes la No
If yes, attach letters from all affected jurisdictions acknowledging revision request and approving changes to floodway,
if applicable.
Note: Although a photograph of physical changes is not required, it may be helpful for FEMA's review.
Revision Requestor and Community Official form MT -2 Form 1 Page 4 of 4
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P. O. Box 478
Coppell, Texas 75019
The City With A Beautiful Fumr~
FAX COVER SHEET
Fax No. (214) 304-3673
PLEASE DELIVER THE FOLLOWING PAGES TO:
TRANSMITTED BY:
DIRECT DIAL:
NUMBER OF PAGES (INCLUDING COVER SnV~I): ~
IF yQU DO NOT RECEIVE ALL OF THE PAGES. pi.g. ASE CALL BACK AS 'SOON AS
pOSSIBLE. PLEASE DIAL DIREC'F TO THE PERSON SENDING THIS FAX BY DIALIN~
THE DIRECT DIAL NUMBER LISTED. THANK YOU.
FLOODPLAIN RECLAMATION REPORT
THE ESTATF~ OF CAMBRIDGE MANOR
PHASE II
by
August 24, 1995
$
~ eOtte, Inc.
CONSULTING ENGINEERS
_ lars
DeOtte
CONSUiTING ENGINEERS
CIVIL ENGINEERING
LAND PLANNING
HYDROLOGY,HYDRAULICS
August 24, 1995
Mr. Ken Griffin, P.E.
City Engineer
City of Coppell
255 Parkway Blvd.
Coppell, Texas 75019
Re: Floodplain Development Permit - Estates of Cambridge Manor, Phase II
Dear Mr. Gdffin:
On behalf of Beamer Development, Inc., I am submitting the enclosed floodplain analysis and
supporting information for your review. Beamer Development plans to fill two small tracts on
DeForest Road and remove them from the Denton Creek floodplain. Both of these tracts lie
within a non-conveyance ama of the floodplain. Nevertheless, a HEC-2 analysis was
conducted and is contained herein for your review. Also submitted is information pertaining to
valley storage impacts on Denton Creek and the Elm Fork, completed FEMA review forms, a
Grading and Erosion Control Plan, a discussion of the analysis and results, and additional
supporting information.
Two separate parcels am included in this study. One of the parcels will be developed as
Phase II of the Estates of Cambridge Manor;, the other parcel will be filled with no immediate
plans for development. We will be requesting a Floodplain Development Permit and a
conditional letter of map revision from FEMA.
The information in this report shows that the floodplain fill as proposed by Beamer
Development, Inc., will comply with all applicable ordinances of the City of Coppell. Your
assistance in the review and facilitation if this request will be greatly appreciated.
If you have any questions, please call.
Cordially yours,
~~/S& DeOTI'E, INC.
Rusty ~3iars, p.15.
End.
4230 LBJ Freeway, Suite 215 · Dallas, Texas 75244 · (214) 699-7477 · Fax (214) 385-1444
1020 Macon Street, Suite 16 · Fort Worth, Texas 76102 · (817) 788-8590
Table of Contents
Vicinity Map
Report:
Existing Floodplain Conditions
Corrections to the Effective Model
Pre-Existing Conditions Model
Proposed Conditions Model
Floodplain Fill, Vafey Storage, Equ~ Conveyance, Roodway, Erosion Control
Conclusions
Exhibits:
Hydraulic ! Hydrologic Summary
Project Area Floodplain Map
Creek Cross Sections
Description of Fill Areas
Denton Creek HEC-2 Models
Duplicate Effective HEC2 Model ("92063opr. dat")
Corrected Effective HEC2 Model ("Dencrk3.dat")
Pre-existing Conditions HEC2 Model ("Dencrkl.dat")
Proposed Conditions HEC2 Model ("Dencrk2.dat")
Floodway Model ("Dencrk4.dat")
FIRM Rate Map
FEMA Application Forms
Grading and Erosion Control Plan
PROJECT
LOCATION
DEFOREST ROAD
SANDY LAKE ROAD
VICINITY MAP
ESTATES OF CAMBRIDGE
MANOR, PHASE II
ExistinR Floodplain Conditions
The project areas are 2 tracts located on the right overbank of Denton Creek north of DeForest Road,
east of Mac, Arthur Blvd. Tract "A' is approximately 4 acres adjacent to and east of the existing Estates
of Cambridge Manor Addition. Tract 'B" is 6.21 acres and is located approximately 500' east of Tract
'A'. High ground along the right creek bank effectively isolates the study ama from Denton Creek,
rendering it a nonconveyance area. However, the area is still subject to inundation from floodwaters that
backup into the area from further downstream. Both tracts are also subject to flooding from the Elm Fork
of the Trinity River.
Cross section 199+30 of the effective Denton Creek model passes through the Tract 'A". Tract 'B" is
located near stream station 192+30 (Please see Project Area Floodplain Map exhibit.) The 100-year
water surface elevation of Denton Creek in the study area is 452.25'.
Tract 'B' is also located in the alignment of cross section 1051+67 of the Elm Fork ~ver hydraulic
model. This cross section, however, was truncated by the Corps of Engineers near the east property line
in order to omit the Denton Creek conveyance from the Elm Fork model. The 100-year and SPF
elevations of the Elm Fork at the site are 451.47 and 453.67, respectively.
The HEC-2 model "92063opr.dat" developed by Dowdey, Anderson & Associates, Inc., as part of the
Estates of Cambridge Manor Phase I study was used as the basis for this study.
Two large ponds have recently been constructed in the Denton Creek right overbank. One of the ponds
is part of the Estates of Camb~lge Manor Phase I, the other is located at the northem end of Tract 'B"
of this study.
Corrections to the Effective Model
The following corrections were made to the effective model:
· Changes to the right overbank GR cards to match contoum on the City's topographic maps. Applies
to sections 19230, 19330, 19930.
· Added a cross section at station 192+30, the location of Tract 'B".
Pre-ExistinR Conditions Model
Two large ponds wore excavated in the ~ght overbank since the effective model was assembled.
One of the ponds effects sections 19230 and 19330. These two cross sections wore modified to
reflect the new pond.
· Made slight adjustment to the channel friction factor on sections 19230 and 19330 (calibration to
match the Effective Model). Raised fiction factor from 0.035 to 0.040.
Proposed Conditions Model
Floodplain Fill
Approximately 2.3 acres of Tract 'A" is within the fringe of the Denton Creek 100-year floodplain. This
area will be filled and elevated above the floodplain for futura construction of a mad extension and
several house pads. As much as possible, areas around the house pads will be left at existing grades in
order to preserve trees. On Tract 'B", approximately 1.2 acres at the south end of the site will be filled.
The majority of the needed fill matedal for both tracts will be excavated from the Birdsong tract
immediately east of Tract "A'. The finished floor elevations of all proposed structUres will be no less than
1' above the design base floodplain level, per City standards.
No increase in water surface elevation or erosive channel velocities will result from the proposed
floodplain reclamation. The results of the backwater analysis are included as exhibits of this report. Also,
a summary table is included in the following page.
Valley Storage
The Denton Creek hydraulic model includes Tracts 'A' and 'B" as flood storage areas for the 100-year
and 500-year floods. We are aware of no SPF flood discharge that has been calculated for Denton
Creek. Calculations of the valley storage impacts associated with the proposed development are shown
on the Hydraulic I Hydrologic Summary sheet included in this report. Since the majority of the required
fill material will be excavated from the Birdsong tract adjacent to Tract 'A", no net reduction in valley
storage will occur.
Though the site is also subject to flooding by the Elm Fork, the most recent computer model does not
include this area for flood storage or conveyance. Therefore, adding fill would not impact the Elm Fork
model.
Equal Conveyance
The usual purpose for analyzing an equal conveyance loss scenado is to ensure that a property owner
on the opposite bank can also reclaim a portion of the floodplain. Since the left overbank of Denton
Creek'has already been reclaimed with a levee, this requirement should not be necessary.
FloodWay
The Denton Creek floodway line on the right overbank follows the right bank of the creek. The proposed
· l areas are several hundred feet outside of the floodway.
Measures to control erosion during grading and fill operations am shown on the Grading & Erosion
Control Plan, which is included with this report.
.Conclusion
Included in the exhibits of this report are a hydraulic summary table and computer printouts from the
hydraulic analysis. This information shows that the proposed improvements have a negligible impact on
the Denton Creek and Elm Fork waterways. It is requested, therefore, that the City of Coppell approve
Beamer Development's application to construct the improvements as shown on the enclosed grading
plan.
It is also requested that the City of Coppell grant a Corridor Development Certificate for this project, as
well as provide the necessary signature on the FEMA application.
Exhibits:
Hydraulic / Hydrologic Summary
Project Area Floodplain Map
Creek Cross Sections
Description of Fill Areas
Denton Creek HEC-2 Models
Duplicate Effective HEC2 Model ('~J2063opr. dat")
Corrected Effective HEC2 Model (UDencrk3.dat")
Pre-existing Conditions HEC2 Model ("Dencrkl.dar)
Proposed Conditions HEC2 Model ("Dencrk2.dat")
Floodway Model ("Dencrk4.dat")
FIRM Rate Map
FEMA Application Forms
Grading and Erosion Control Plan
J
m m lmm mm m m mm mm mm m m mm m m mm
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..... ~ .............. .................. o
............. ._.,__ .... , ~ ._ .
m ~ mm mm mm m m m mm mm mm m mm mm m mm mm m
m
mm
m
mm
+ 0
Elevation
Elevation
Elevation
Elevation
,~OPOSED .FILL
~0
0
8--
§:
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0
0
0
+ 0
Elevation
I I I I I I I i I I I I i i I I I I I I I I I I I I I I I I I I L I I
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Elevation
Elevation
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! I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I
Duplicate Effective Model
* HEC-2 WATER sURFACE PROFILES *
* Version 4.6.2; May 1991 *
* RUN DATE 17AUG95 TIME 22:42:17 *
* U.S. ARMY- CORPS OF ENGINEERS
* HYDROLOGIC ENGINEERING CENTER *
* 609 SECOND STREET, SUITE D *
* DAVIS, CALIFORNIA 95616-4687 *
* (916) 756-1104 *
***************************************
17AUG95 22:42:17
X X XXXXXXX XXXXX
X X X X X
X X X X
XXXXXXX XXXX X
X X X X
X X X X X
X X XXXXXXX XYJJ(X
XXXXX
*************************************
HEC-2 WATER SURFACE PROFILES
Version 4.6.2; May 1991
*************************************
T1
T2
T3
J1 ICHECK INQ NINV
0 2 0
J2 NPROF IPLOT PRFVS
1 0 -1
DENTON CREEK- PROPOSED CONDITION (EXISTING RUNOFF)
DENTON CREEK - 10 YR DISCHARGE PROFILE
DENTON CREEK - T~ FILE: 92063OPR. DAT
IDIR STRT METRIC
0 0 0
XSECV XSECH FN
HVINS Q
0
ALLDC IBW
J3 VARIABLE CODES fTDR SUMMARY PRINTOUT
38 1 43
54
J5 LPRNT NUMS EC
-10 -10
39 26 4 21
********REQUESTED SECTION NUMBERS********
.045 .1 .3
NC .035 .055
QT 4 12800 18200 20600 36200
FEMA CROSS SECTION
X1 18440 33 5480 5585 10000 4500 5880
X3 0 0 0 3750 470 7650 470
GR 460 1000 448 1300 448 1800 447
GR 440 2330 440 2500 445 2600 448
GR 450 5350 451 5460 449 5480 446
GR 434 5535 431.4 5545 431.4 5555 447
GR 450 5700 450 5850 448 5920 448
GR 450 6500 448 6508 448 6515 450
GR 454 7100 460 7440 476 7650
NC .035 .055 .035 .1 .3
X1 19330 65 5551.8 5965 650 650 650
X3 0 0 0 4000 470 8250 470
GR 454 1000 450 1050 448 1070 447.6
GR 446 2410 445 2450 443 2600 443
GR 445 2710 445 2860 444 2900 443
GR 446 2970 446 3020 445 3040 443
GR 446.7 3250 447 3350 447 3500 446
GR 447 3650 446 3710 446 3850 447
1
17AUG95 22:42:17
XXXXX
X X
X
XXXXX
X
X
XXXXXXX
THIS RUN EXECUTED 17AUG95
WSEL FQ
449.70
CHNIM ITRACE
22 42 53
PAGE
2250 445 2300
2750 448 5250
5515 440 5525
5560 451 5585
6125 450 6130
6520 452 6522
1750 447 2210
2670 445 2680
2920 445 2960
3070 447 3100
3550 444 3600
3940 447 4050
PAGE
22:42:17
OR 446 4080 446 4160 446 4450 445 4550 446 4700
GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280
GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 5777 448 5842.2
GR 448.0 5860 445 5870 440 5880 431.7 5897 440 5915
GR 453 5965 453 5975 452 6205 451 6315 450 6435
GR 450 6800 450 6840 449 6845 450 6850 450 6892
GR 452 6942 454 6980 455 7915 455 8215 460 8250
6190 .055
NH 5 .045 5704 .035 5996 .045 6070 .035
NH 7350
X1 19930 55 5704 6190 800 550 600
X3 0 0 0 5208 470 7350 470
GR 454.3 1000 450 1040 448 1160 449 1190 449 1210
GR 448 1220 448 1320 449 1330 450 1460 450 1520
GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420
GR 447 2540 447 3070 446.3 3240 446 3350 445 3360
GR 445 3370 446 3380 447 3460 447.5 3750 447 4070
GR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960
GR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704
GR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070
GR 437 6110 432 6130 437 6150 453 6190 453 6220
GR 452 6440 451 6550 450 6650 449 6840 449 6900
GR 450 6920 451 7030 452 7070 453 7130 460 7350
NC .055 .055 .035 .1 .3
X1 20980 20 1040 1413 870 420 720
X3 0 0 0 1040 470 1580 452.7
GR 452 1000 458 1035 458.1 1040 458
GR 432.3 1312 435 1365 440 1385 450
GR 452 1432 452.7 1580 452 1711 451.5
GR 452 2405 454 2440 456 2460 458
X1 20990 23 1040 1413 10 10 10
X3 0 0 0 1040 470 1457 452.1
GR 452 1000 458 1035 458.1 1040 458
GR 432.3 1312 435 1365 440 1385 450
GR 452 1432 452.1 1457 448.1 1473 448.1
GR 454.6 1557 455.5 2000 455.8 2255 455
GR 456 2460 458 2480 460 2525
X1 21260 26 1048 1522 380 390 380
X3 0 0 0 1048 470 1522 454
GR 452 1000 458 1042 458.4 1048 458
GR 432.5 1314 450 1382 455.5 1403 450
GR 433 1480 435 1500 440 1510 454
GR 453.6 1552 448.85 1571 448.85 1581 455.6
GR 455.9 2335 456 2430 456 2445 456
GR 460 2600
1
17AUG95
22:42:17
1045
1413
2000
2480
1045
1413
1483
2405
1054
1425
1522
1635
2495
432.3
451
450.8
460
432.3
451
454.1
455
432.5
433
454
455.6
458
1152
1420
2255
2525
1152
1420
1547
2440
1148
1455
1533
1700
2563
PAGE
QT 4 12800 18200 20600 36200
X1 21635 23 1061 1408 340 400 340
X3 0 0 0 1061 470 1458 454.8
GR 452 1000 458 1055 458.6 1061 458
GR 433.7 1340 435 1370 454 1408 454.8
GR 451.5 1573 454.6 1584 454.1 1594 454.1
GR 454.9 1630 455.0 1640 455.8 2100 455.0
GR 456 2422 458.0 2530 460 2570
Xl 21645
X3 0
GR 452
GR 433.7
GR 452.0
GR 456
NH 5
NH 6780
X1 22370
X3 0
GR 460
GR 450
GR 450.5
GR 432.5
GR 454.5
GR 457
18 1061 1408 10 10 10
0 0 1061 470 1528 455.8
1000 458 1055 458.6 1061 458
1340 435 1370 454 1408 455.8
1800 452.0 1800 451.8 2100 452.0
2422 458.0 2530 460 2570
1067
1458
1596
2290
1067
1520
2290
433.7
451.5
454
455
433.7
454
454
1165
1471
1600
2355
1165
1600
2355
· 05 1300 .06 5094 .035 5460 .055 6610 .05
28 5094 5460 880 480 880
0 0 5094 470 5460 454.5
1000 449 1300 449 1750 448 1950 448 2550
2950 450 3670 449 4010 448 4070 449.5 4370
4970 450.5 5094 434.04 5160 434.04 5220 434.04 5280
5320 435 5345 445 5360 446 5380 452.7 5405
5460 454 5870 452.5 6310 452 6480 453.5 6550
6610 459.5 6630 466 6780
NC .055 .055 .035 .1 .3
NH 5 .055 5468.04 .035 5694.28 .055 6610 .035 7000 .055
NH 7550
X1 23800 52 6610 7000 720 680 1430
X3 0 0 0 5467 470 7000 454
GR 465 1000 460 1110 457 1190 456 1280 455 1340
GR 455 1480 454 1590 453 1740 452 1860 451 1950
GR 450 2110 449 2820 449 2850 450 3280 450 3300
GR 450 3350 450 3410 451 3440 451 3540 451 3630
GR 451 4140 450.4 4190 451 4240 451 4380 450.6 4900
GR 451 5280 451 5380 451.42 5468.04 434.68 5535 434,68 5625
GR 452 5694.28 454 5820 454 5940 455 5970 455 6310
GR 454 6390 455 6410 455 6510 450 6610 450 6620
GR 440. 6640 433.3 6660 440 6680 450 6700 454 7000
GR 453 7070 454 7239 454 7240 450 7280 455 7350
GR 460 7470 470 7550
6340
NH 5 .055 5260 .035 5510
6940
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NH
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GR
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4
5
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0
500
1000
1500
2000
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2742.67
2880
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3170
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3455
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3765
3840
3980
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0
500
1000
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2780
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3010
22:42:17
3145
3210
3300
3370
3490
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42
0
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1000
1500
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3062
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0
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470.0
470.0
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470.0
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2619.58
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0
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452.8
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442,0
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5260
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2742.67
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600
1100
1600
2100
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3315
3385
3465
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3765
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1100
1600
2100
2570
2845
2940
3060
3145
3230
3300
3420
3490
3555
21300
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3100
2619.58
60O
1100
1600
2100
2600
2900
3100
3650
5200
130
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450
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470
470
470
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240
470
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450.6
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470.0
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470.0
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2818.65
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451.2
452.4
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1200
1700
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2820
2935
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3100
3240
3315
3395
3465
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3680
3825
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4000
240
2780
700
1200
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2990
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3165
3230
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5200
700
1200
1700
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3920
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470
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470
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451.5
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470.0
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2900
1050
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450.9
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455.3
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448.7
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1140
1540
3250
5220
5365
6340
7120
9440
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1870.
2910.
3800.
4350.
4780.
5140.
5300.
5970.
6480.
80O
1300
1800
2300
2630
2820
2965
3030
3160
3240
3325
3395
3525
3590
3750
3825
3920
4000
800
1300
1800
2300
2660
2920
2990
3095
3165
3280
3350
3440
3510
3600
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0
600
1300
1800
2300
2702
3005
3230
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453.63
454.
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450.8
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434.40
470.0
470.0
470.0
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457.8
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470
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455.9
457.6
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470
470
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450.8
452.7
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434.60
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456.8
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470.0
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457.7
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470.0
470.0
3100
0
452.9
451.1
453.1
456
436.74
436,3
452
460
1200
1700
3340
5240
5445
PAGE
6490
7430
9940
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1300.
2080.
2980.
4000.
4424.38
4800.
5155.
5400.
6050.
6500.
9O0
1400
1900
2400
2670
2880
2965
3090
3160
3250
3325
3455
3525
3620
3750
3840
3920
4600
900
1400
1900
2400
2710
2920
3010
3095
PAGE
3210
3280
3370
3440
3540
4360
.055
0
900
1400
1900
2400
2738
3027
3290
4250
NH
Xl
X3
GR
GR
GR
GR
GR
GR
GR
GR
QT
NH
NH
×1
X3
GR
GR
GR
GR
GR
GR
GR
GR
1
NC
NH
NH
X1
X3
GR
GR
GR
GR
GR
GR
GR
5
5100
28080
0
466
460.1
455.6
455.4
457.61
435.3
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452
4
5
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0
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457.2
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452.0
456
473
17AUG95
5
5100
29610
0
470
462.2
454.7
455.1
460
452
450
470
NH 5
NH 7100
X1 30570
X3 0
GR 470.2
GR 461.8
GR 456.5
GR 456.1
GR 438.23
GR 439.8
GR 455.5
GR 450
GR 460.1
GR 459.1
GR 460.1
GR 464.1
NC .055
X1 31230
X3 0
GR 464.9
GR 462.5
GR 462.2
GR 459.6
GR 457.9
GR 438.55
GR 438.5
GR 459.4
GR 456
GR 457.1
GR 460.2
GR 460.4
GR 460.4
GR 461.8
GR 470.0
1
17AUG95
.055
40
0
1019
1400
1800
2300
2609.7
2900
3180
3720
13300
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36
0
900
2000
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2521.8
2750
3270
4850
540O
22:42:17
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0
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2000
2296
2530
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0
1600
2100
2600
3100
3522
3778
3924
4300
5400
5800
6300
6800
.055
71
0
1000
15oo
1800
2100
3213
3508
3672
3904
4260
4600
5100
5600
6100
6600
7100
22:42:17
2416.98
2416.98
0
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459.9
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458.4
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452
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2319.0
2319
0
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454.8
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2060.73
2060.73
0
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460.5
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460
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3445.18
0
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0
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462.1
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457.9
457.196
459,4
459.7
454.8
458.7
460.3
460.3
460.5
462.4
.035
2941
2416.98
1100
1500
1900
2400
2700
2941
3400
3900
21300
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2810
2319
1495
2070
2397
2580
2810
3300
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2055
600
1100
1600
2060.73
2356
2650
3210
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4020
3445
1700
2200
2700
3200
3558
3812
3940
4480
5500
5900
6400
6900
3837
3387
1100
1600
1819
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3234
3582.58
3708
4000
4276
4700
5200
5700
6200
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2609.7
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459.2
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460.0
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1000
5100
1200
1600
2000
2416.98
2800
2963
3500
4150
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900
5400
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2100
2420
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4950
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5100
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1700
2132
2389
2790
3240
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7100
1800
2300
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3642.39
3850
3950
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6000
6500
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2272
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5300
5800
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461.3
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459,79
438.6
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455,4
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460.0
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1245
1659
2100
2492
2838
3000
3620
5000
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2140
2443
2630
3090
4620
5010
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1300
1800
2168
2440
3030
4900
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1900
2400
2900
3400
3700
3870
4020
5200
5600
6100
6600
7100
1300
1755
1900
2800
3387.03
3646
3837
4200
4400
4900
5400
5900
6400
6900
2941
461.5
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456.3
437.18
435.2
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464.9
2750
454
457
457
451.5
454
454
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2440
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454.8
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458.7
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467
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463.6
457.8
455.8
457.43
455.9
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460.1
459.1
459.7
462.9
463.2
462.3
460.1
457.9
438,55
438,1
460.3
457.5
456.9
460.2
460.3
460.8
461.3
467.6
.055
1300
1700
2200
2528
2865
3100
3680
5100
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1930
2190
2521
2670
3200
4680
5210
PAGE
.055
900
1400
1900
2253
2470
3070
5000
.055
2000
2500
3000
3445.18
3756
3884
4150
5300
5700
6200
6700
1400
1770
2000
3154
3472
3661
3869
4236
4500
5000
5500
6000
6500
7000
PAGE
NC
Xl
X3
GR
.055
32150
0
470
457
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40
0
1000
2200
.035
3400
0
461
457
3525
3040
1600
2220
900
470
461
459
950
6180
1800
2320
920
470
458
456.5
2O00
2620
459
455
2100
2640
GR 457 2650 456.5 2680 459 2900 459 3100 460 3200
GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470
GR 437 3475 437 3489 447 3505 460 3525 461.5 3650
GR 458 3920 459 3980 458 4240 456 4280 456 4350
GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720
GR 461 5110 462 5200 462 5460 464 5800 470 6180
NC 0.055 0.055 0.015 0.3 0.5
NH 5. .055 3390.5 .015 3539.5
NH 5734.
X1 32200. 62. 3390.5 3539.5 50.
X3 0 0 0 3050 470
BT -9. 3380. 465. 463. 3552.
BT 3740. 464. 3880.
BT 4190. 466. 4340.
GR 472. 900. 467. 1310. 462.
GR 456.5 2201. 456.5 2221. 461.5
GR 460.5 2610. 456.5 2611. 460.5
GR 465. 3380. 460. 3381. 461.5
GR 463.0 3432.01 463.0 3434.99 445.
GR 445. 3495. 463. 3495.01 463.
GR 461.5 3539.5 460.' 3550. 465.
GR 463.6 3880. 464. 3960. 466.
GR 463.5 4340. 452.8 4365. 465.4
GR 449.9 4380. 451.5 4389. 455.2
GR 455.2 4397. 463.5 4411. 465.4
GR 465.7 4534. 465.1 4634. 464.
GR 464.4 5014. 466. 5734.
X1 32230. 0. 0. 0.
X2 0. 0. 0.
X3 0 0 0 3050
50.
470
QT 4 9400 13200 14900 36200
NC 0.055 0.055 0.045 0.1 0.3
X1 32250. 41. 3400. 3525. 1.
X3 0 0 0 3040 470
GR 470. 1000. 461. 1600. 461.
GR 457. 2200. 457. 2220. 459.
GR 457. 2650. 456.5 2680. 459.
GR 461.5 3300. 461.5 3300. 460.5
GR 437. 3470. 437. 3475. 437.
GR 461.5 3650. 458. 3920. 459.
GR 456. 4350. 452. 4350. 453.5
GR 461. 4720. 461. 5100. 462.
GR 470. 6180.
1
17AUG95 22:42:17
.055
50.
5734
465.
463.6
466.9
1700.
2222.
2635.
3390.5
3435.
3497.99
3552.
4190.
4365.
4396.
4734.
50.
6180
6180
1800.
2320.
2900.
3400.
3489.
3980.
4380.
5200.
4366.
50.
470
463.
465.4
460.5
459.5
461.0
450.
435.0
446.5
466.
466.9
465.4
465.4
466.9
463.2
50.
1.
470
470
458.
456.5
459.
437.
447.
458.
457.5
462.
.02
0.
3600.
3960.
4411.
2000.
2430.
3000.
3425.
3455.
3498.
3600.
4340.
4366.
4396.
4411.
4834.
2000.
2620.
3100.
3427.
3505.
4240.
4400.
5460.
4411.
0.
466.
464.
466.8
461.5
459.5
462.
446.5
435.
450.0
464.
465.4
450.7
465.4
466.8
463.5
459.
455.
460.
437.
460,
456,
458.
464.
.05
0.
465.4
2200.
2520.
3280.
3432.
3475.
3505
3740
4340
4366
4397
4434
4934
2100.
2640.
3200.
3440.
3525.
4280.
4520.
5800.
PAGE
NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055
NH 3570. 0.050 4000.
X1 32305. 53. 2110. 2325. 55. 55. 55.
GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50.
GR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335.
GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890.
GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140.
GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225.
GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263.
GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180.
GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289.
GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360.
GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930.
GR 464. 3940. 465. 3970. 470. 4000.
NH 6. '0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055
NH 3840. 0.050 3960.
~1 32725. 53. 1940. 2150. 380. 520. 420.
GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0
GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285.
GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895.
GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018.
GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053.
GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150.
GK 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885.
GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632.
GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702.
GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865.
GR 464. 3875. 465. 3890. 470. 3960.
1
17AUG95 22:42:17
T1 DENTON CKEEK - PROPOSED CONDITION (EXISTING RUNOFF)
T2 DENTON CREEK - 50 YR DISCHARGE PROFILE
T3 DENTON CREEK, TEXAS FILE: 92063OPR. DAT
J1 ICHECK INQ NINV IDIR STRT METRIC
0 3 0 0 0 0
HVINS
0
WSEL
0 450.50
PAGE
J2 NP9DF IPLOT PRFVS XSECV XSECH FN
2 0 -1
17AUG95 22:42:17
TI DENTON CREEK - PROPOSED CONDITION (EXISTING RUNOFF)
T2 DENTON CREEK - 100 YR DISCHARGE PROFILE
T3 DENTON CREEK, TEXAS FILE: 92063OPR. DAT
ALLDC IBW CHNIM ITRACE
J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q
0 4 0 0 .000452 0 0
J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW
3 0 -1
17AUG95 22:42:17
(EXISTING RUNOFF)
DENTON CREEK - PROPOSED CONDITION
T1
T2
T3 DENTON CREEK, TEXAS
J1 ICHECK INQ NINV
0 5 0
J2 NPI~DF IPLOT PRFVS
15 0 -1
DENTON CREEK - 500 YR DISCHARGE PROFILE
FILE: 92063OPR. DAT
IDIR STRT METRIC HVINS Q
0 .000452 0 0
XSECV XSECH FN ALLDC IBW
WSEL EQ
450.70
CHNIM ITRACE
WSEL FQ
451.80
CHNIM ITRACE
PAGE
PAGE
10
11
1
17AUG95 22: 42:17
PAGE 12
THIS RUN EXECUTED 17AUG95
*************************************
HEC-2 WATER SURFACE PROFILES
Version 4.6.2; May 1991
*************************************
NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
DENTON CREEK - TEXAS
SUI~4ARY PRINTOUT
SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN
18440.000 449.70 12800.00 .00 5.71 1975.68 5480.00 5585.00 431.40
18440.000 450.50 18200.00 ,00 4.96 2649.88 5480.00 5585.00 431.40
18440.000 452.11 20600.00 .00 2.78 2803.63 5480.00 5585.00 431.40
18440.000 453.68 36200.00 .00 3.11 3256.99 5480.00 5585.00 431.40
19330.000 450.06 12800,00 650.00 1.77 2418.17 5551.80 5965.00 431.70
19330.000 450.81 18200.00 650.00 2.19 2531.33 5551.80 5965.00 431.70
19330.000 452.23 20600.00 650,00 1.93 2757.45 5551.80 5965.00 431.70
19330.000 453.84 36200.00 650.00 2.65 2977.00 5551.80 5965.00 431.70
19930.000 450.07 12800.00 600.00 2.28 1260.51 5704.00 6190.00 432.00
19930.000 450.83 18200.00 600.00 2.96 1421.69 5704.00 6190.00 432.00
19930.000 452.24 20600.00 600.00 2.82 1677.00 5704.00 6190.00 432.00
19930.000 453.83 36200.00 600.00 4.09 1948.22 5704.00 6190.00 432.00
20980.000 450.13 12800.00 720.00 2.68 336.12 1040.00 1413.00 432.30
20980.000 450.91 18200.00 720.00 3.60 344.90 1040.00 1413.00 432.30
20980.000 452.28 20600.00 720.00 3.73 421.72 1040.00 1413.00 432.30
20980.000 453.85 36200.00 720.00 5.84 1373.60 1040.00 1413.00 432.30
20998,000 450.13 12800.00 10.80 2.68 336.14 1040.00 1413.00 432.30
20990.000 450.91 18200.00 10.00 3.61 344.86 1040.00 1413.00 432.30
20990.000 452.28 20600.00 10.00 3.73 419.89 1040.00 1413.00 432.30
20990.000 453.83 36200,00 10.00 5.95 476.41 1040,00 1413.00 432.30
21260.000 450.20 12800.00 380.00 2.41 394.49 1048.00 1522.00 432.50
21260.000 451.03 18200.00 380.00 3.23 404.78 1048,00 1522,00 432.50
SSTA
3750.00
3750.00
3750.00
3750.00
4000.00
4O00.00
4000.00
4000.00
5208.00
5208.00
5208.00
5208.00
1077.78
1074.50
1068.83
1062.29
1077.77
1074.52
1068.82
1062.31
1082.77
1079.70
ENDST
6519.25
6520.50
6553.63
7006,99
6893.30
6912.30
6946.46
6977.00
6928.29
7011.72
7084.34
7156.22
1413.89
1419.40
1490.55
2435.89
1413.91
1419.37
1488.71
1538.72
1518.74
1519.45
22:42:22
21260.000 452.40 20600.00 380.00
21260,000 454.13 36200.00 380.00
3.32
5.20
421.74
506.53
1048.00
1048.00
1522.00
1522.00
21635.000 450.20 12800.00 340.00 3.09 301.94 1061.00 1408.00
'21635.000' 451.03 18200.00 340.00 -4.14 306.95 1061.00 1408.00
21635.000 452.40 20600.00 340.00 4.27 315.19 1061.00 1408.00
21635.000 454.10 36200.00 340.00 6.75 331.52 1061.00 1408.00
432.50
432.50
433.70
433.70
433.70
433.70
1074.64
1068.26
1098.46
1095.11
1089.60
1082.73
1520.63
1585.48
1400.40
1402.06
1404.79
1414.25
17AUG95
22:42:17
SECNO CWSEL Q XLCH VCH TOPWID STCHL
STCHR
ELMIN
SSTA
21645.000 450.20 12800.00 10.00 3.09 301.94 1061.00 1408.00 433.70 1098.46
21645.000 451.03 18200.00 10.00 4.14 306.96 1061.00 1408.00 433.70 1095.10
21645.000 452.40 20600.00 10.00 4.27 315,20 1061.00 1408.00 433.70 1089.59
21645.000 454.11 36200.00 10.00 6.74 331.82 1061.00 1408.00 433.70 1082.71
22370.000 450.35 12800.00 880.00 3.30 301.61
22370.000 451.28 18200.00 880.00 4.38 305.70
22370.000 452.64 20600.00 880.00 4.50 310.77
22370.000 454.70 36200.00 880.00 6.85 1460.71
363.16
475.00
670.10
1904.51
23800.000
23800.000
23800.000
23800.000
450.59 12800.00 1430,00
451.67 18200.00 1430.00
453.03 20600.00 1430.00
455.90 36200.00 1430.00
5094.00
5094.00
5094.00
5094.00
6610.00
6610.00
6610.00
6610.00
5260.00
5260.00
5260.00
5260.00
5060.00
5060.00
5060.00
5060.00
2.62
2.81
2.53
3,55
5460.00
5460.00
5460.00
5460.00
7000.00
7000.00
7000.00
7000.00
6940.00
6940.00
6940.00
6940.00
5200.00
5200.00
5200.00
5200.00
* 24400.000 450.88 12800.00 550.00 2.10 619.05
* 24400.000 452.15 18200.00 550.00 2.62 720.39
* 24400.000 453.47 20600.00 550.00 2.57 947.16
* 24400.000 456.27 36200.00 550.00 3.11 1623.60
432.50
432.50
432.50
432.50
433.30
433.30
433.30
433.30
431.50
431.50
431.50
431.50
433.90
433.90
433.90
433.90
* 24700,000 450.84 12800.00 350.00 2.88 345.59
* 24700.000 452.10 18200.00 350.00 3.75 460.66
* 24700.000 453,43 20600.00 350.00 3.87 522.85
* 24700.000 456.24 36200.00 350.00 5.36 1013.00
5094.61
5094.00
5094.00
5O94.00
5471.37
5467.00
5467.00
5467.00
5313.34
5294.95
5276.60
5268.48
4196.80
4191.74
4187.00
4187.00
25530.000 451.02 12800.00 700.00 5.25 216.78 2495.20 2742.67 434.40 2512.43
25530.000 452.32 18200.00 700.00 6.68 226.59 2495.20 2742.67 434.40 2507.24
* 25530.000 453.57 20600.00 700.00 6.84 236.04 2495.20 2742.67 434.40 2502.24
* 25530.000 456.12 36200.00 700.00 9,96 248.67 2495.20 2742.67 434.40 2494.00
25770.000 451.30 12800.00 240.00 4.21 253.25 2495.20 2780.00 434.60 2511.39
25770.000 452,76 18200.00 240,00 5.32 263.90 2495.20 2780.00 434.60 2505.52
25770.000 454.01 20600.00 240.00 5.49 273.02 2495.20 2780.00 434.60 2500.49
25770.000 457.03 36200.00 240.00 7.86 286.00 2495.20 2780.00 434.60 2494.00
2619.58
2619.58
2619.58
2619.58
2416.98
2416.98
2416.98
2416.98
2319.00
2319.00
2319.00
2319.00
2.36
2,63
2.51
2.87
5.54
6.46
6.06
5.58
5.22
4.78
4.13
3.52
451.78 13300.00 1050.00
453.47 18900.00 1050.00
454.73 21300.00 1050.00
458.34 36200.00 1050.00
* 26830.000
* 26830.000
* 26830.000
* 26830,000
3100.00
3100.00
3100.00
3100.00
2941.00
2941.00
2941.00
2941.00
2810.00
2810.00
2810.00
2810.00
STCHR
2470.00
2470.00
2470.00
2470.00
4020,00
4020.00
4020.00
4020,00
3837.00
3837.00
3837.00
3837.00
3525.00
3525.00
3525.00
3525.00
3539.50
* 28080.000 451.77 13300.00 900.00
* 28080.000 453.43 18900.00 900.00
* 28080.000 454.72 21300.00 900.00
* 28080.000 458.45 36200.00 900.00
937.91
1149.39
1221.33
1518.25
241.69
778.40
956.18
1684.77
1636.39
1831.90
2035.29
2454.82
TOPWID
909.98
961.76
996.20
1108.16
683.70
769.78
817.52
1435.96
239.15
404.44
499.38
1424.71
144,42
233.06
257.30
1416.59
129.01
436.30
436.30
436.30
436.30
435.20
435.20
435.20
435.20
436.30
436.30
436.30
436.30
ELMIN
437.40
437.40
437.40
437.40
438.23
438.23
438.23
438.23
438.10
438,10
438.10
438.10
437.00
437.00
437.00
437.00
435.00
28870.000 452.39 13300.00 610.00
28870.000 454.36 18900.00 610.00
28870.000 455.53 21300.00 610.00
* 28870.000 459.06 36200.00 610.00
22:42:17
1
17AUG95
S~CNO CWSEL Q XLCH VCH
29610.000 453.04 13300.00 650.00 4.14
29610.000 454.82 18900.00 650,00 4.38
29610.000 455.83 21300.00 650.00 4.25
29610.000 459.22 36200.00 650.00 4.76
30570.000 453.49 13300,00 900.00 4.86
30570.000 455.27 18900.00 900.00 5.17
30570.000 456.23 21300.00 900.00 5.03
30570.000 459.61 36200.00 900.00 5.40
31230.000 453.87 13300.00 620.00 5.75
31230.000 455.57 18900.00 620.00 6.90
31230.000 456.47 21300.00 620.00 7.08
* 31230.000 459.87 36200.00 620.00 7.84
32150.000 454.47 13300.00 920.00 8.81
32150.000 456.25 18900.00 920.00 10.93
32150.000 457.12 21300.00 920.00 11.50
32150.000 460.75 36200.00 920.00 12.98
32200.000 454.04 13300.00 50.00 12.00
STCI{L
2060.73
2060.73
2060.73
2060,73
3445.18
3445.18
3445.18
3445.18
3387.03
3387.03
3387.03
3387.03
3400.00
3400.00
3400.00
3400.00
3390.50
2641.85
2635.08
2630.05
2619.58
2433.64
2427.01
2421.86
2416.98
2337.46
2329.52
2324.88
2319.00
SSTA
2071.18
2064.05
2055.00
2055,00
3460.93
3453.82
3449.94
3445.00
3410.70
3403.91
3400.32
3387.00
3406.93
3404.88
3403.88
3040.00
3412.87
ENDST
1400.40
1402.06
1404.80
1414.53
5396.22
5399.70
5404.77
6554.71
6744.13
6825.54
6927.35
7371.51
6810.14
6824.52
6864.14
6940.00
5190.33
5192.70
5195.18
5200.00
2729.21
2733.83
2738.29
2742.67
2764.64
2769.42
2773.51
2780.00
3973.81
3983.61
3990.91
4137.83
2929.24
3944.78
3984.99
4101.75
4631.52
4711.50
4810.14
4872.96
ENDST
3161.26
3173.74
3180.84
3204.56
4521,92
4543.25
4554.88
5904.55
3698.48
4411.38
4471.25
4917.42
4384.85
4393.74
4398.12
4703.10
4393.81
PAGE
PAGE
13
14
32200.000 455.69 18900.00 50.00 14.43 145.86 3390.50 3539.50 435.00 3407.90 4397.85
32280.000 456.55 21300.00 50.00 14.96 154.48 3390.50 3539.50 435.00 3405.31 4399.30
32200.000 459.20 36200.00 50.00 20.00 180.96 3390.50 3539.50 435.00 3397.39 4403.75
32230.000 454.15 13300.00 50.00
32230.000 455.99 18900.00 50.00
32230.000 456.91 21300.00 50.00
32230,000 462.74 36200.00 50.00
32250.000 455.98 9400.00 1.00
32250.000 458.61 13200.00 1.00
32250.000 459.80 14900.00 1.00
32250.000 466.09 36200.00 1.00
11.87 130.13 3390.50 3539.50 435.00 3412.54 4394.02
14.02 148.83 3390.50 3539.50 435.00 3407.01 4398.35
14.46 158.05 3390.50 3539.50 435.00 3404.25 4399.90
14.94 485.27 3390.50 3539.50 435.00 3050.00 4409.72
5.53 156.03 3400.00 3525.00 437.00 3405.19 4392.40
6.16 683.14 3400.00 3525.00 437.00 3402.17 4560.60
5.91 1123.49 3400.00 3525.00 437.00 3040.00 4640.20
4.18 2892.37 3400.00 3525.00 437.00 3040.00 5932,37
32305.000 455.38 9400.00 55.00 10.07 185.59 2110.00 2325.00 437.70 2173.85 3331.02
32305.000 458.39 13200.00 55,00 8.61 300.59 2110.00 2325.00 437.70 2164.83 3346.80
32305.000 459.62 14900.00 55.00 7,98 361.71 2110,00 2325.00 437,70 2161.13 3356.23
32305.000 466.12 36200.00 55.00 3.88 3852.65 2110.00 2325.00 437.70 124.12 3976.77
* 32725.000 457.61 9400.00 420.00
* 32725.000 459.92 13200.00 420.00
* 32725.000 460.93 14900.00 420.00
* 32725.000 466.33 36200.00 420.00
17AUG95 22:42:17
4.69 630.82 1940.00 2150.00 438.20 1578.16 3698.91
4.13 1362.31 1940.00 2150.00 438,20 1571.23 3816.09
3.58 1484.88 1940.00 2150.00 438.20 1568.22 3838.90
2.91 3908.58 1940.00 2150.00 438.20 .00 3908.58
PAGE
15
SU~4ARY OF ERRORS AND SPECIAL NOTES
$~%RNING SECNO= 19330.000 PROFILE~
~4ARNING SECNO= 19330.000 PROFILE=
WARNING SECNO= 19330.000 PROFILE~
WARNING SECNO- 19330.000 PROFILE=
WARNING SECNO= 19930.000 PROFILE=
WARNING SECNO= 19930.000 PROFILE=
WARNING SECNO~ 24400.000 PROFILE=
WARNING SECNO~ 24400,000 PROFILE=
WARNING SECNO~ 24400.000 PROFILEz
WARNING SECNO~ 24400.000 P~DFILE=
WARNING SECNO- 24700.000 PROFILE=
WARNING SECNO= 24700.000 PROFILE=
~4ARNING SECNO- 24700.000 PROFILE=
WARNING SECNO= 24700.000 PROFILE=
~%RNING SECNO= 25530.000 PROFILE=
WARNING SECNO=- 25530.000 PROFILE=
WARNING SECNO= 26830.000 PROFILE=
WARNING SECNO= 26830.000 PROFILE=
WARNING SECNO= 26830.000 PROFILE=
WARNING SECNO- 26830.000 PROFILF~
WARNING SECNO~ 28080.000 PROFILE~
WARNING SECNO= 28080.000 PROFILE=
WARNING SECNO- 28080.000 PROFILE-
RL~RNING SECNO~ 28080.000 PROFILE=
WARNING SECNO- 28870.000 PROFILE=
WARNING SECNO= 31230.000 PROFILE=
CAUTION SECNO~ 32200.000 PROFILE=
CAUTION SECNO= 32200.000 PROFILE=
CAUTION SECNO= 32230.000 PROFILE=
WARNING SECNO= 32230.000 PROFILE=
WARNING SECNO= 32250.000 PROFILE=
$~/~NING SECNO.= 32305.000 PROFILE=
WARNING SECNO= 32305.000 PROFILE=
$~%~NING SECNO- 32305.000 PROFILE=
$~%P~NING SECNO- 32725.000 PROFILE=
$~%RNING SECNO~ 32725.000 PROFILE=
WARNING SECNO'= 32725.000 PROFILE-
WARNING SECNO= 32725.000 PROFILE=
1
17AUG95 22:42:17
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE FJ~NGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CR/TICAL DEPTH ASSUMED
4 MINIMUM SPECIFIC ENERGY
4 20 TRIALS ATT~PTED TO BALANCE WSEL
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
PAGE
16
Corrected Effective Model
* HEC-2 ~ATER SURFACE PROFILES
* Version 4.6.2; May 1991 *
* RUN DATE 23AUG95 TIME 15:11:33 *
* U.S. ARMY CORPS OF ENGINEERS *
* HYDROLOGIC ENGINEERING CENTER *
* 609 SECOND STREET, SUITE D *
* DAVIS, CALIFORNIA 95616-4687 *
* (916) 756-1104 *
***************************************
23AUG95 15:11:33
X X XXXXXXX XXXXX
X X X X X
X X X X
XXXXYJXX XXXX X
X X X X
X X X X X
X X XXXXXXX XXXXX
XXXXX
*************************************
HEC-2 WATER SURFACE PFDFILES
Version 4.6.2; May 1991
*************************************
T1
T2
T3
DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC.
DENTON CREEK - 10 YR DISCHARGE PROFILE
DENTON CREEK - TEXAS FILE "DENCRK3.DAT" CORRECTED EFFECTIVE MODEL
J1 ICHECK INQ NINV
0 2 0
J2 NPKOF IPLOT PRFVS
1 0 -1
XXXXX
X X
X
XXXXX
X
X
XXXXXXX
THIS RUN EXECUTED 23AUG95
IDIR STRT METRIC HVINS Q WSEL FQ
0 0 0 0 0 449.70
XSECV XSECH FN ALLDC IBW CHNIM ITRACE
J3 VARIABLE CODES FOR SUMMARY PRINTOUT
39 26 4 21
********REQUESTED SECTION NUMBERS********
.045 .1 .3
18200 20600 36200
38 1
54
J5 LPENT NUMSEC
-10 -10
NC .035 .055
QT 4 1280O
43
FEMA CRDSS SECTION
START OF LEVEE DISTRICT
5585 10000 4500 5880
3750 470 7650 470
1300 448 1800 447
2500 445 2600 448
5460 449 5480 446
5545 431.4 5555 447
5850 448 5920 448
6508 448 6515 450
7440 476 7650
.1 .3
X1 18440 33 5480
X3 0 0 0
GR 460 1000 448
GR 440 2330 440
GR 450 5350 451
GR 434 5535 431.4
GR 450 5700 450
GR 450 6500 448
GR 454 7100 460
NC .035 .055 .040
23AUG95 15:11:33
22 42 53
2250 445 2300
2750 448 5250
5515 440 5525
5560 451 5585
6125 450 6130
6520 452 6522
SPIARS & DeOTTE ADDED SECTION (8-10-95)
PAGE
X1 19230 59 5551.8 5905 550 550 550
X3 0 0 0 4000 470 6890 470
GR 454 1000 450 1050 448 1070 447.6 1750 447 2210
GR 446 2410 445 2450 443 2600 443 2670 445 2680
GR 445 2710 445 2860 444 2900 443 2920 445 2960
GR 446 2970 446 3020 445 3040 443 3070 447 3100
GR 446.7 3250 447 3350 447 3500 446 3550 444 3600
GR 447 3650 446 3710 446 3850 447 3940 447 4050
GR 446 4080 446 4160 446 4450 445 4550 446 4700
GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280
15:11:33
PAGE
GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 5767
GR 447.0 5820 440 5830 431.7 5850 440 5865
GR 453.5 6100 451.5 6300 451.2 6370 452 6430
GR 450 6790 450 6830 451 6840 456 6880
NC .035 .055 .035 .1
EXISTING AUTHORIZED ENCROACHMENT AT BIRDSONG TRACT STA. 6820
447
452
450.8
5812
5905
6550
X1 19330 65 5551.8 5965 100 100 100
X3 0 0 0 4000 470 6820 470
X4 1 449.2 6440
GR 454 1000 450 1050 448 1070 447.6 1750 447 2210
GR 446 2410 445 2450 443 2600 443 2670 445 2680
SR 445 2710 445 2860 444 2900 443 2920 445 2960
GR 446 2970 446 3020 445 3040 443 3070 447 3100
GR 446.7 3250 447 3350 447 3500 446 3550 444 3600
~R 447 3650 446 3710 446 3850 447 3940 447 4050
GR 446 4080 446 4160 446 4450 445 4550 446 4700
GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280
GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 5777 448 5842.2
GR 448.0 5860 445 5870 440 5880 431.7 5897 440 5915
GR 453 5965 453 5975 452 6205 451 6315 450 6435
GR 450 6800 450 6840 449 6845 450 6850 450 6892
GR 452 6942 454 6980 455 7915 455 8215 460 8250
NH 5 .045 5704 .035 5996 .045
NH 7350
6070
FEI4A CROSS SECTION
X1 19930
X3 O
GR 454.3
GR 448
GR 449
GR 447
GR 445
GR 447
GR 448.5
GR 432
1
START OF PROPOSED CHANNEL IMPROVEMENTS
CORRECTED GR'S TO MATCH CITY TOPO IN R.O.B.
53 5704 6190 800 500 600
0 0 5208 470 7350 470
1000 450 1040 448 1160 449
1220 448 1320 449 1330 450
1530 447.2 1900 447 2170 446.2
2540 447 3070 446.3 3240 446
3370 446 3380 447 3460 447.5
4090 448 4150 448.5 4300 448.5
5130 448.5 5400 448.5 5600 448.5
5770 432 5930 448.5 5996 448.5
23AUG95 15:11:33
GR 437 6110 432 6130 437 6150
GR 452 6440 452 6520 450 6760
GR 454 7100 456 7250 458 7350
453
450
NC .055 ,055 .035 .1 .3
D.M.D. CROSS SECTION (5-5-93)
X1 20980 20 1040 1413 870 420 720
X3 0 0 0 1040 470 1580 453.7
GR 452 1000 458 1035 458.1 1040 458
GR 432.3 1312 435 1365 440 1385 450
GR 452 1432 452.7 1580 452 1711 451.5
GR 452 2405 454 2440 456 2460 458
X1 20990 23 1040 1413 10 10 10
X3 0 0 0 1040 470 1457 452.1
GR 452 1000 458 1035 458.1 1040 458
GR 432.3 1312 435 1365 440 1385 450
GR 452 1432 452.1 1457 448.1 1473 448.1
GR 454.6 1557 455.5 2000 455.8 2255 455
GR 456 2460 458 2480 460 2525
D.M.D. CROSS SECTION (5-5-93)
.035
1190
1460
2280
3350
3750
4660
5700
6050
6190
6900
1045
1413
2000
2480
1045
1413
1483
2405
1054
1425
1522
1635
2495
1067
1458
1596
2290
X1 21260 26 1048 1522 380 390 380
X3 0 0 0 1048 470 1522 454
GR 452 1000 458 1042 458.4 1048 458
GR 432.5 1314 450 1382 455.5 1403 450
GR 433 1480 435 1500 440 1510 454
GR 453.6 1552 448.85 1571 448.85 1581 455.6
GR 455.9 2335 456 2430 456 2445 456
GR 460 2600
6190
449
45O
446.4
445
447
448.5
448.5
448.5
453
452
432.3
451
450.8
460
432.3
451
454.1
455
432.5
433
454
455.6
458
433.7
451.5
454
455
QT 4 12800 18200 20600 36200
X1 21635 23 1061 1408 340 400 340
X3 0 0 0 1061 470 1458 454.8
GR 452 1000 458 1055 458.6 1061 458
GR 433.7 1340 435 1370 454 1408 454.8
GR 451.5 1573 454.6 1584 454.1 1594 454.1
GR 454.9 1630 455.0 1640 455,8 2100 455.0
GR 456 2422 458.0 2530 460 2570
· 055
1210
1520
2420
3360
4070
4960
5704
6070
PAGE
6220
6950
1152
1420
2255
2525
1152
1420
1547
2440
1148
1455
1533
1700
2563
1165
1471
1600
2355
D.M.D. CROSS SECTION (5-5-93)
X1 21645 18 1061 1408 10 10 10
X3 0 0 0 1061 470 1528 455.8
GR 452 1000 458 1055 458.6 1061 458
GR 433.7 1340 435 1370 454 1408 455,8
GR 452.0 1800 452.0 1800 451.8 2100 452.0
GR 456 2422 458.0 2530 460 2570
1
23AUG95 15:11:33
1067
1520
2290
433.7
454
454
1165
1600
2355
PAGE
NH 5 .05 1300 .06 5094 .035 5460
NH 6780
FEMACROSS SECTION
START OF THE PROPOSED RELOCATED CHANNEL
X1 22370 28 5094 5460 880 480 880
X3 0 0 0 5094 470 5460 454.5
GR 460 1000 449 1300 449 1750 448
GR 450 2950 450 3670 449 4010 448
GR 450.5 4970 450.5 5094 434.04 5160 434.04
GR 432.5 5320 435 5345 445 5360 446
GR 454.5 5460 454 5870 452.5 6310 452
GR 457 6610 459.5 6630 466 6780
NC .055 .055 .035 .1 .3
NH 5 .055 5468.04 .035 5694.28
NH 7550
D.E.C. CROSS SECTION
.055
1950
4070
5220
5380
6480
6610
448
449.5
434.04
452.7
453,5
.O5
255O
4370
5280
5405
6550
.055 6610 .035 7000 .055
455
451
45O
451
450,6
434.68
455
450
454
455
X1 23800 52 6610 7000 720 680 1430
X3 0 0 0 5467 470 7000 454
GR 465 1000 460 1110 457 1190 456
GR 455 1480 454 1590 453 1740 452
GR 450 2110 449 2820 449 2850 450
GR 450 3350 450 3410 451 3440 451
GR 451 4140 450.4 4190 451 4240 451
GR 451 5280 451 5380 451.42 5468.04 434.68
GR 452 5694.28 454 5820 454 5940 455
GR 454 6390 455 6410 455 6510 450
GR 440. 6640 433.3 6660 440 6680 450
GR 453 7070 454 7239 454 7240 450
GR 460 7470 470 7550
1280
1860
3280
3540
4380
5535
5970
6610
6700
7280
1340
1950
3300
3630
4900
5625
6310
6620
7000
7350
NH 5 .055 5260 .035 5510 .055 6340 .035 6940 .055
NH 12560
X1 24400 43 5260 6940 130 230 550
X3 5260 470 6940 470
GR 465 1000 460 1040 457.5 1090 459.5 1140 452 1200
GR 452 1240 457 1270 452 1340 450.5 1540 450 1700
GR 450 1940 449 2200 450 2790 450 3250 451 3340
GR 452 3870 451 4090 451 5000 452 5220 459.5 5240
GR 459.2 5260 452.3 5280 452 5310 433.5 5365 433.5 5445
GR 451.5 5510 453 5600 456.5 5950 453 6340 446 6490
GR 431.5 6640 452 6820 456 6940 457.8 7120 459 7430
GR 459.9 7670 458 9020 457.5 9240 458 9440 458.5 9940
GR 457 11240 457.5 12240 458 12560
1
23AUG95 15:11:33
PAGE
NC .055 .055 .035 .1 .3
NH 5. .055 4188.16 .035 4424.38 .055 5060.
NH 6690.
********** KH-PARCHE MODEL COORDINATION 24700 - 39440 ************
CROSS SECTION 24700 IS FROM THE KTMLEY-HORN MODEL.
X1 24700. 53. 5060. 5200. 610. 80. 350.
X3 0 0 0 4187 470 5200 470
GR 465. 1000. 462. 1120. 462. 1140. 460.
GR 457. 1410, 455. 1550. 454. 1650. 453.
GR 451. 2180. 450. 2260. 451. 2630, 451.
GR 452. 3180. 452. 3340. 452. 3530. 453.
GR 453. 4110. 453. 4188.16 435.04 4260. 435.04
GR 454. 4450. 455. 4480. 455. 4510. 454.
GR 455. 4850. 451. 5000. 451. 5060. 440.
GR 440. 5170. 456. 5200. 456.3 5260. 456,6
GR 457. 5630. 458.4 5800. 459. 5900. 459.4
GR 459.9 6140. 459, 6360. 458.5 6410. 458.3
GR 459.2 6580. 460. 6670. 462. 6690.
NC .055 .065 .035 .1 .3
· 035
1230.
1870.
2910.
3800.
4350.
4780.
5140.
5300.
5970.
6480.
5200.
460.
452.
451.
453.
453.63
454.
433.9
456.9
459.7
458.7
.055
1300.
2080.
2980.
4000.
4424.38
4800.
5155·
5400·
6050.
6500.
FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE REVISED.
X1 25530 90 2495.2 2742.67 700 560 700
X3 0 0 0 2494 470 2742.67 470
GR 469.5 500 460.5 600 455.6 700 452.9
GR 449.9 1000 451.1 1100 450.6 1200 451.3
GR 451 1500 451.4 1600 451.6 1700 451.5
GR 453.1 2000 453.4 2100 454.2 2200 454.3
GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5
GR 454.8 2742.67 453.5 2780 454.0 2820 470.0
GR 455.0 2880 454.7 2905 454.7 2935 455.3
GR 470.0 3020 456.5 3020 456.5 3030 470.0
GR 456.8 3090 456.8 3100 470.0 3100 470.0
GR 456.9 3170 470 3170 470 3240 457.8
GR 470 3250 470 3315 457.9 3315 457.9
GR 470 3385 457.8 3385 457.8 3395 470
GR 458.1 3455 458.1 3465 470 3465 470
GR 457.2 3540 470 3540 470 3590 457
GR 455.9 3650 456.9 3680 470 3680 470
GR 457.6 3765 470 3765 470 3825 458
GR 470 3840 470 3905 458.4 3905 458.4
GR 470 3980 458.7 3980 458.7 4000 470
X1 25770 70 2495.2 2780 240 240 240
X3 0 0 0 2494 470 2780 470
GR 469.5 500 460.5 600 455.6 700 452.9
GR 449.9 1000 451.1 1100 450.6 1200 451.3
GR 451 1500 451.4 1600 451.6 1700 451.5
GR 453.1 2000 453.4 2180 454.2 2200 454.3
GR 455.33 2495.2 436.73 2570 436.73 2650 434.6
1
23AUG95 15:11:33
8OO
1300
1800
2300
2630
2820
2965
3030
3160
3240
3325
3395
3525
3590
3750
3825
3920
4000
800
1300
1800
2300
2660
450.4
450.8
452.7
455
434.40
470.0
470.0
470.0
456.8
457.8
470
470
457.2
455.9
457.6
458
470
470
450.4
450.8
452.7
455
434.60
9OO
1400
1900
2400
2670
2880
2965
3090
3160
3250
3325
3455
3525
3620
3750
3840
3920
4600
9O0
1400
1900
2400
2710
PAGE
GR 456.0 2780 456.8 2845 470.0 2845 470.0 2920 456.8 2920
GR 456.8 2940 470.0 2940 470.0 2990 456.8 2990 456.8 3010
GR 470.0 3010 470.0 3060 456.8 3060 457.2 3095 470.0 3095
GR 470.0 3145 457.2 3145 457.6 3165 470.0 3165 470.0 3210
GR 457.6 3210 457.8 3230 470.0 3230 470.0 3280 457.8 3280
GR 457.8 3300 470,0 3300 470.0 3350 457.8 3350 457.7 3370
GR 470.0 3370 470.0 3420 457.7 3420 457.3 3440 470.0 3440
GR 470.0 3490 457.3 3490 457.1 3510 470.0 3510 470.0 3540
GR 457.1 3540 456.0 3555 456.0 3590 459.6 3600 470.0 4360
QT 4 13300 18900
NH 5 .055 2619.58
NH 5200 .055
.035
21300
.035
36200
2818.65
3100
.055
2900
FROM KIMLEY-HORN MODEL.
X1 26830 42 2619.58 3100 1030 960 1050
X3 0 0 0 2619.58 470 5200 470.0 0 0
GR 464.9 550 461.9 600 459.1 700 455.9 800 452.9
GR 451.7 1000 451.3 1100 451.2 1200 450.9 1300 451.1
GR 452.8 1500 452.8 1600 452.4 1700 453.2 1800 453,1
GR 453.3 2000 454.2 2100 454.4 2200 455.3 2300 456
GR 455.9 2500 457,6 2600 457.35 2619.58 436.74 2702 436.74
GR 456.91 2818.65 457.8 2900 451.6 3000 448.7 3005 436.3
GR 436.5 3062 452 3100 454 3200 452.0 3230 452
GR 442 3500 442.0 3650 442.5 3920 456.3 4000 460
GR 461.9 5100 465.0 5200
2609.7
5 .055 2416.98
5100
.055
NH
NH
2700
.035
FROM KIMLEY-HORN MODEL.
X1 28080 40 2416.98 2941 850 1000 900
X3 0 0 0 2416.98 470 5100 470
GR 466 1019 463.3 1100 463.2 1200 460
GR 460.1 1400 459.9 1500 459.2 1600 458
GR 455.6 1800 453.1 1900 453.5 2000 455.5
GR 455.4 2300 455.8 2400 455.94 2416.98 437.18
GR 457.61 2609.7 457.7 2700 456.1 2800 453.3
GR 435.3 2900 458.4 2941 456.2 2963 458.3
GR 456 3180 454 3400 452 3500 452
GR 452 3720 452 3900 460 4150 460.7
21300
.035
.035
1245
1659
2100
2492
2838
3000
3620
5000
.045
.060
QT 4 13300 18900
NH 5 .060 2319.0
NH 5400
FROM KIML£Y-HORN MODEL.
2941
461.5
457.1
456.3
437.18
435.2
457.4
452
464.9
2750
2580
36200
2521.0
23AUG95 15:11:33
.055
0
900
1400
1900
2400
2738
3027
3290
4250
.055
1300
1700
2200
2528
2865
3100
3680
5100
,055
PAGE
X1 28870 36 2319 2810 610 900 610
X3 0 0 0 2319 470 5400 470
GR 470 900 460 1495 456 1695 456
GR 454 2000 454.8 2070 453.2 2100 457
GR 457 2319 437.5 2397 437.5 2420 437.5
1790
2140
2443
454
457
457
1930
2190
2521
GR 457.2 2521.8 454.7 2580 437.6 2600 436.3 2630 451.5 2670
GR 459.3 2750 459.3 2810 458.0 3010 456 3090 454 3200
GR 452.0 3270 452 3300 452 4340 452 4620 454 4680
GR 456 4850 460 4880 461.4 4950 467.3 5010 469.4 5210
GR 473 5400
NC
5 .055 2060.73
5100
FROM KIMLEY-HORN MODEL.
.1
.035
.3
2253
X1 29610 36 2060.73 2470 650
X3 0 0 0 2055 470
GR 470 520 468.5 600 466.8
GR 462.2 1000 460.5 1100 457.8
GR 454.7 1500 455.5 1600 456
GR 455.1 2000 455.65 2060.73 437.83
GR 460 2296 437.4 2356 437.6
GR 452 2530 450 2650 449
GR 450 3140 460 3210 464
GR 470 5100
N~ 5 .055 3445.18
N~ 7100
.035
FROM KIMLEY-HORN MODEL.
3642.39
.055
800
5100
700
1200
1700
2132
2389
2790
3240
.055
2296
650
470
464.6
456.5
454.7
437.83
458.6
45O
465.3
3756
Xl 30570 59 3445.18 4020 900 900 900
X3 0 0 0 3445 470 7100 470
GR 470.2 1600 468.2 1700 466.8 1800 465.4
GR 461.8 2100 458.5 2200 458.2 2300 457.5
GR 456.5 2600 456.2 2700 456.3 2800 455.6
GR 456.1 3100 456.1 3200 456.6 3300 457.3
GR 438,23 3522 438.23 3558 459.33 3642.39 459.5
GR 439.8 3778 439.8 3812 456.7 3850 458.2
GR 455.5 3924 459.2 3940 460 3950 460
GR 450 4300 450 4480 460 4600 460.2
GR 460.1 5400 459.8 5500 459.8 5517 459.1
GR 459.1 5800 459.6 5900 459.9 6000 459.9
GR 460.1 6300 460.4 6400 461 6500 462.2
GR 464.1 6800 465.4 6900 467.6 7000 470.1
1
23AUG95 15:11:33
700
7100
1200
1700
1834
2272
3300
3614
3800
4100
4300
4800
5300
5800
6300
6800
NC .055 .055 .035
FROM KIMLEY-HORN MODEL.
X1 31230 71 3387.03 3837 620
X3 0 0 0 3387 470
GR 464.9 1000 466 1100 463
GR 462.5 1500 463 1600 462.6
GR 462.2 1800 462.1 1819 462.1
GR 459.6 2100 459 2200 459.4
GR 457.9 3213 457.9 3234 458.4
GR 438.55 3508 457.196 3582.58 456
GR 438.5 3672 459.4 3708 460
GR 459.4 3904 459.7 4000 459.1
GR 456 4260 454.8 4276 455.1
GR 457.1 4600 458.7 4700 459.8
GR 460.2 5100 460.3 5200 461
GR 460.4 5600 460.3 5700 460.0
GR 460.4 6100 460.5 6200 460.6
GR 461.8 6600 462.4 6700 464.4
GR 470.0 7100
620
470
463
462.4
461.3
458.4
459.79
438.6
460.8
458
455.4
459.8
460.1
460.0
460.8
465.6
.035
80O
1300
1800
2168
2440
3030
4900
.035
1900
2400
2900
3400
3700
3870
4020
5200
5600
6100
6600
7100
1300
1755
1900
2800
3387.03
3646
3837
4200
4400
4900
5400
5900
6400
6900
2440
463.8
455.6
454.8
459.15
458.7
45O
467
385O
463.6
457.8
455.8
457.43
455.9
451.4
450
460.1
459.1
459.7
462.9
463.2
462.3
460.1
457.9
438.55
438.1
460.3
457.5
456.9
460.2
460.3
460.8
461.3
467.6
.055
900
1400
1900
2253
2470
3070
5000
.055
2000
2500
3000
3445.18
3756
3884
4150
5300
5700
6200
6700
1400
1770
2000
3154
3472
3661
3869
4236
4500
5000
5500
6000
6500
7000
NC .055 .055 .035
X1 32150 40 3400 3525 900 950 920
X3 0 0 0 3040 470 6180 470
GR 470 1000 461 1600 461 1800 458 2000 459 2100
GR 457 2200 457 2220 459 2320 456.5 2620 455 2640
GR 457 2650 456.5 2680 459 2900 459 3100 460 3200
GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470
GR 437 3475 437 3489 447 3505 460 3525 461.5 3650
GR 458 3920 459 3980 458 4240 456 4280 456 4350
GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720
GR 461 5110 462 5200 462 5460 464 5800 470 6180
NC 0.055 0.055 0.015
NH 5. .055 3390.5
NH 5734.
X1 32200. 62. 3390.5
X3 0 0
BT -9. 3380. 465.
BT 3740. 464.
BT 4190. 466.
GR 472. 900. 467.
GR 456.5 2201. 456.5
0.3
.015
4366.
50.
470
463.
465.4
460.5
459.5
0.5
3539.5
466.
464.
466.8
461.5
459.5
.055
50.
5734
465.
463.6
466.9
1700.
2222.
50.
470
3552.
3880.
4340.
462.
461.5
3539.5
3050
463.
1310.
2221.
PAGE
3600.
3960.
2000.
2430.
465.4
2200.
2520.
GR 460.5 2610. 456.5 2611. 460.5 2635~ 461.0 3000. 462. 3280.
GR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425. 446.5 3432.
GR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455. 435. 3475.
GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498. 450.0 3505.
GR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600. 464. 3740.
GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. 465.4 4340.
GR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366.
GR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397.
GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411. 466.8 4434.
1
23AUG95 15:11:33
GR 465.7 4534. 465.1 4634. 464. 4734. 463.2
GR 464.4 5014. 466. 5734.
X1 32230. 0. 0. 0. 50. 50. 50.
X2 0. 0. 0. 1.
X3 0 0 0 3050 470 6180 470
4834.
O.
463.5
0.
4934.
0.
QT 4 9400 13200 14900 36200
NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. 0. 0.
X1 32250. 41. 3400. 3525. 1. 1. 1.
X3 0 0 0 3040 470 6180 470
GR 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100.
GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620. 455. 2640.
GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200.
GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440.
GR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525.
GR 461.5 3650. 458. 3920. 459. 3980. 458. 4240. 456. 4280.
GR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400. 458. 4520.
GR 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800.
GR 470. 6180.
NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325.
NH 3570. 0.050 4000.
X1 32305. 53. 2110. 2325. 55. 55. 55.
GR 470. 50. 470. 50. 470. 50. 470. 50. 470
GR 467. 50. 466. 135. 465. 220. 465. 1323. 461
GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463
GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463
GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440
GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450
GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459.
GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451.
GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460.
GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463.
GR 464. 3940. 465. 3970. 470. 4000.
0.055
50.
1335.
1890.
2140.
2225.
2263.
3180.
3289.
3360.
3930.
NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0,045 2150. 0.055
NH 3840. 0.050 3960.
X1 32725. 53. 1940. 2150. 380. 520. 420.
GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0
GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461, 1285.
GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895.
GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018.
GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053.
GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150.
GK 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885.
GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632.
GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702.
GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865.
GR 464. 3875. 465. 3890. 470. 3960.
1
WSEL
450.50
CHNIM
WSEL
450.70
23AUG95 15:11:33
FQ
ITKACE
T1 DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC.
T2 DENTON CREEK - 50 YR DISCHARGE PROFILE
T3 DENTON CREEK - TEXAS FILE "DENCRK3.DAT" CORRECTED EFFECTIVE MODEL
J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q
0 3 0 0 0 0 0 0
J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW
2 0 -1
23AUG95 15:11:33
T1 DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC.
T2 DENTON CREEK - 100 YR DISCHARGE PROFILE
T3 DENTON CREEK - TEXAS FILE "DENCRK3.DAT' CORRECTED EFFECTIVE MODEL
J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q
0 4 0 0 .000452 0 0 0
PAGE
PAGE
PAGE
10
11
J2
TI
T2
T3
NPROF IPLOT PRFVS XSECV XSECN FN ALLDC IBW
3 0 -1
23AUG95 15:11:33
DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC.
DENTON CREEK - 500 YR DISCHARGE PROFILE
DENTON CREEK - TEXAS FILE "DENCRK3.DAT" CORRECTED EFFECTIVE MODEL
J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL
0 5 0 0 .000452 0 0 0 451.80
J2 NPROF IPLOT PRFVS XSECV ×SECH FN ALLDC IBW CHNIM
15 0 -1
CHNIM ITRACE
ITRACE
PAGE
12
1
23AUG95 15:11:33
PAGE 13
THIS RUN EXECUTED 23AUG95
*************************************
HEC-2 WATER SURFACE PROFILES
Version 4.6.2; May 1991
*************************************
NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
DENTON CREEK - TEXAS
SUMMARY PRINTOUT
SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN SSTA ENDST
18440.000 449.70 12800.00 .00 5.71 1975.68 5480.00 5585.00 431.40
18440.000 450.50 18200.00 .00 4.96 2649.88 5480.00 5585.00 431.40
18440.000 452.11 20600.00 .00 2.78 2803.63 5480.00 5585.00 431.40
18440.000 453.68 36200.00 .00 3.11 3256.99 5480.00 5585.00 431.40
3750.00
3750.00
3750.00
3750.00
* 19230.000 450.06 12800.00 550.00 1.83 1956.79 5551.80 5905.00 431.70 4000.00
* 19230.000 450.82 18200.00 550.00 2.24 2190.95 5551.80 5905.00 431.70 4000.00
* 19230.000 452.23 20600.00 550.00 1.97 2558.65 5551.80 5905.00 431.70 4000.00
* 19230.000 453.84 36200.00 550.00 2.68 2862.69 5551.80 5905.00 431.70 4000.00
19330.000 450.07 12800.00 100.00 1.77 2347.22 5551.80 5965.00 431.70 4000.00
19330.000 450.83 18200.00 100.00 2.18 2441.34 5551.80 5965.00 431.70 4000.00
19330.000 452.24 20600.00 100.00 1.93 2634.97 5551.80 5965.00 431.70 4000.00
19330.000 453.85 36200.00 100.00 2.65 2820.00 5551.80 5965.00 431.70 4000.00
19930.000 450.09 12800.00 600.00 2.29 1127.58 5704.00 6190.00 432.00 5208.00
19930.000 450.85 18200.00 600.00 2.98 1239.56 5704.00 6190.00 432.00 5208.00
* 19930.000 452.24 20600.00 600.00 2.87 1561.82 5704.00 6190.00 432.00 5208.00
* 19930.000 453.83 36200.00 600.00 4.20 1879.54 5704.00 6190.00 432.00 5208.00
20980.000 450.14 12800.00 720.00 2.67 336.27 1040.00 1413.00 432.30
20980.000 450.93 18200.00 720.00 3.60 345.06 1040.00 1413.00 432.30
20980.000 452.29 20600.00 720.00 3.73 426.15 1040.00 1413.00 432.30
20980.000 453.85 36200.00 720.00 5.93 1360.66 1040.00 1413.00 432.30
1077.72
1074.44
1068.74
1062.26
6519.25
6520.50
6553.63
7006.99
6830.59
6838.17
6849.87
6862.69
6820.00
6820.00
6820.00
6820.00
6902.22
6921.20
6968.23
7087.54
1413.99
1419.50
1494.89
2422.92
20990.000 450.14 12800.00 10.00 2.67 336.30 1040.00 1413.00 432.30 1077.71 1414.01
20990.000 450.93 18200.00 10.00 3.60 345.05 1040.00 1413.00 432.30 1074.45 1419.49
20990.000 452.29 20600.00 10.00 3.73 420.29 1040.00 1413.00 432.30 1068.77 1489.07
20990.000 453.86 36200.00 10.00 5.94 476.98 1040.00 1413.00 432.30 1062.25 1539.23
1082.72
1079.64
1074.60
1068.17
21260.000 450.21 12800.00 380.00 2.41 394.67 1048.00 1522.00 432.50
21260.000 451.04 18200.00 380.00 3.22 404.99 1048.00 1522.00 432.50
21260.000 452.41 20600.00 380.00 3.32 421.88 1048.00 1522.00 432.50
21260.000 454.16 36200.00 380.00 5.19 507.61 1048.00 1522.00 432.50
23AUG95 15:11:33
1518.75
1519.47
1520,64
1586.28
SECNO CWSEL Q ~LCH VCH TOPWID STCHL STCHR ELMIN
21635.000 450.21 12800.00 340.00 3.09 302.02 1061.00 1408.00 433.70
21635.000 451.05 18200.00 340.00 4.14 307.05 1061.00 1408.00 433.70
21635.000 452.41 20600.00 340.00 4.27 315.25 1061.00 1408.00 433.70
SSTA
1098.40
1095.04
1089.56
ENDST
1400.43
1402.09
1404.81
15:11:38
PAGE 14
21635.000 454.12 36200.00 340.00 6.74 333.09 1061.00 1408.00 433.70
21645.000 450.21 12800.00 10.00 3.09 302.03 1061.00
21645.000 451.05 18200.00 10.00 4.13 307.06 1061.00
21645.000 452.4% 20600.00 10.00 4.27 315.26 1061.00
21645.000 454.13 36200.00 ' 10.00 6,73 333.39 1061.00
22370.000 450.36 12800.00 BB0.00 3.30 301.72
22370.000 451.30 18200.00 BB0.00 4.37 305.76
22370.000 452.65 20600.00 880.00 4.50 310.80
22370.000 454.72 36200.00 880,00 6,84 1461.22
23800.000
23800.000
23800.000
23800.000
450.60 12800.00 1430.00
451,69 18200.00 1430.00
453.04 20600.00 1430.00
455,91 36200.00 1430.00
2.61
2.80
2.52
3.54
364.49
476.44
671.58
1904.92
* 24400,000 450.89 12800,00 550.00 2.09 619.51
* 24400.000 452.17 18200.00 550.00 2.62 723.17
* 24400.000 453,48 20600,00 550,00 2.57 949.20
* 24400.000 456.29 36200.00 550.00 3.11 1626.48
* 24700.000 450.85 12800.00 350.00 2.88 345.80
* 24700.000 452.12 18200.00 350.00 3.75 461.32
* 24700.000 453.44 20600.00 350.00 3.86 523.21
* 24700.000 456.26 36200.00 350.00 5.36 1013.00
5094.00
5094.00
5094.00
5094.00
6610.00
6610.00
6610.00
6610.00
5260.00
5260.00
5260.00
5260.00
5060.00
5060.00
5060.00
5060.00
25530.000 451.03 12800,00 700.00 5.25 216.87 2495.20
25530.000 452.33 18200.00 700.00 6.68 226.69 2495,20
* 25530.000 453.58 20600.00 700.00 6.83 236,10 2495,20
* 25530.000 456.13 36200.00 700.00 9.95 248.67 2495.20
25770.000 451.32 12800.00 240.00 4.21 253.33 2495.20
25770.000 452.78 18200.00 240.00 5.32 263.98 2495.20
25770.000 454.02 20600.00 240.00 5.48 273.07 2495.20
25770.000 457.04 36200.00 240.00 7.86 286.00 2495.20
2.35
2.62
2.51
2.86
5.53
6.45
6.06
5.57
* 26830,000
* 26830.000
* 26830.000
* 26830.000
938.43
1150.31
1221.50
1518.79
241.80
779.42
957.22
1685.02
451.79 13300.00 1050.00
453.48 18900.00 1050.00
454.74 21300.00 1050.00
458.35 36200.00 1050.00
* 28080.000 451.78 13300.00 900.00
* 28080.000 453.44 18900.00 900.00
* 28080.000 454.72 21300.00 900.00
* 28080.000 458.46 36200.00 900.00
1
23AUG95
15:11:33
2619.58
2619.58
2619.58
2619.58
2416.98
2416.98
2416.98
2416.98
1408.00
1408.00
1408.00
1408.00
5460.00
5460.00
5460.00
5460.00
7000.00
7000.00
7000,00
7000.00
6940,00
6940.00
6940.00
6940.00
5200.00
5200.00
5200.00
5200.00
2742.67
2742.67
2742.67
2742.67
2780.00
2780.00
2780.00
2780.00
3100.00
3100.00
3100.00
3100.00
2941.00
2941.00
2941.00
2941.00
433.70
433.70
433.70
433.70
432.50
432.50
432.50
432.50
433.30
433.30
433.30
433.30
431.50
431.50
431.50
431.50
433.90
433.90
433.90
433.90
434.40
434.40
434.40
434.40
434.60
434.60
434.60
434.60
436.30
436.30
436.30
436.30
435.20
435.20
435.20
435.20
SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN
1637.13
1833.09
2036.15
2455.87
910.17
961.92
996.30
1108.50
683.95
770.00
817.71
1438.47
239.20
404.79
499.75
1427.14
28870.000 452.39 13300.00 610.00
28870.000 454.37 18900.00 610.00
28870.000 455.53 21300.00 610,00
* 28870.000 459.07 36200.00 610.00
5.21
4.77
4.12
3.52
4,14
4.38
4.25
4.76
2810.00
2810.00
2810.00
2810.00
2470.00
2470.00
2470.00
2470,00
4020.00
4020.00
4020.00
4020.00
3837.00
3837.00
3837.00
3837.00
4.85
5.16
5.03
5.40
5.75
6.90
7.08
7.83
29610.000 453.04 13300.00 650.00
29610.000 454.83 18900.00 650.00
29610.000 455.84 21300.00 650.00
29610.000 459.23 36200.00 650.00
2319.00
2319.00
2319.00
2319.00
2060.73
2060.73
2060.73
2060.73
3445.18
3445.18
3445,18
3445.18
3387.03
3387.03
3387.03
3387.03
30570.000 453.50 13300.00 900.00
30570.000 455.28 18900.00 900.00
30570.000 456.23 21300.00 900.00
30570.000 459.62 36200.00 900.00
31230.000 453.87 13300.00 620.00
31230.000 455.57 18900.00 620.00
31230.000 456.47 21300.00 620.00
* 31230.000 459.87 36200.00 620.00
32150.000 454.47 13300.00 920.00 8.81 144.44 3400.00 3525.00
32150.000 456.25 18900.00 920.00 10.93 233.14 3400.00 3525.00
32150.000 457.13 21300.00 920.00 11.50 257.37 3400.00 3525.00
32150.000 460.75 36200.00 920.00 12.97 1418.88 3400.00 3525.00
436.30
436.30
436.30
436.30
437.40
437.40
437.40
437.40
438.23
438.23
438.23
438.23
438.10
438.10
438.10
438.10
437.00
437.00
437.00
437.00
1082.63
1098.40
1095.03
1089.55
1082.61
5094.56
5094.00
5094.00
5094.00
5471.31
5467.00
5467.00
5467,00
5313.30
5293,64
5276.58
5268.44
4196.75
4191.69
4187,00
4187.00
2512.38
2507.19
2502.21
2494.00
2511.34
2505.47
2500.46
2494.00
2641.81
2635.05
2630.02
2619.58
2433.60
2426.97
2421.83
2416.98
SSTA
2337.43
2329.49
2324.86
2319.00
2071.16
2064.03
2055.00
2055.00
3460.91
3453.80
3449.93
3445.00
3410.69
3403.89
3400.30
3387.00
3406.92
3404.88
3403.88
3040.00
1415.72
1400.43
1402.10
1404.82
1416.01
5396.27
5399.76
5404.80
6555.22
6745,10
6826.64
6928,06
7371,92
6810.25
6824.91
6864,39
6940.00
5190.35
5192.72
5195.19
5200,00
2729.25
2733.88
2738.31
2742.67
2764.68
2769.45
2773.53
2780.00
3973.86
3983.67
3990.95
4138.37
2929.26
3945.08
3985.19
4102.00
ENDST
4631.78
4712.13
4810.54
4873.01
3161.30
3173.78
3180.87
3204.60
4521.99
4543.31
4554.92
5906.26
3698.49
4411.64
4471.46
4918.80
4384.87
4393.76
4398.13
4703.49
32200.000 454.04 13300.00 50.00 12.00 129.05 3390.50 3539.50 435.00 3412.85 4393.82
32200.000 455.70 18900.00 50.00 14,43 145.89 3390.50 3539.50 435.00 3407.89 4397.85
32200.000 456.56 21300.00 50.00 14,96 154.51 3390.50 3539.50 435.00 3405.31 4399.30
* 32200.000 459.20 36200.00 50.00 20.00 180.96 3390.50 3539.50 435.00 3397.39 4403.75
32230.000 454.16 13300.00 50.00 11.86 130.17 3390.50 3539.50 435.00 3412.52
32230.000 456.00 18900.00 50.00 14.02 148.84 3390.50 3539.50 435.00 3407.00
32230.000 456.91 21300.00 50.00 14.46 158.08 3390.50 3539.50 435.00 3404.24
* 32230.000 462.74 36200.00 50.00 14.94 485.27 3390.50 3539.50 435.00 3050.00
PAGE 15
32250.000 455.98 9400.00 1.00 5.53
32250.000 458.61 13200.00 1.00 6.15
32250.000 459.80 14900,00 1.00 5.91
3405.19
3402.17
3040.00
3525.00
3525.00
3525.00
156.04
683.62
1123.75
3400.00
3400.00
3400.00
437.00
437.00
437.00
4394.03
4398.35
4399.90
4409.72
4392.41
4560.67
4640.27
* 32250.000 466.09 36200.00
* 32305.000 455,39 9400,00
* 32305.000 458,39 13200,00
* 32305.000 459,62 14900,00
32305.000 466,12 36200.00
* 32725,000 457,61 9400,00
* 32725,000 459,92 13200,00
* 32725,000 460.93 14900,00
* 32725,000 466,33 36200,00
I
23AUG95 15:11: 33
1.00 4.18 2892.37 3400.00 3525.00 437.00 3040.00 5932.37
55.00 10.06 185,71 2110.00 2325.00 437.70 2173.84 3331.03
55.00 8.61 300.63 2110.00 2325.00 437,70 2164.83 3346.80
55.00 7.98 361,78 2110,00 2325.00 437.70 2161.13 3356.24
55.00 3,88 3852.65 2110.00 2325.00 437.70 124.12 3976.77
420.00 4.69 630.91 1940,00 2150.00 438.20 1578.16 3698.91
420.00 4.13 1362.68 1940.00 2150.00 438.20 1571.23 3816.16
420.00 3.58 1484.93 1940.00 2150.00 438.20 1568.22 3838.91
420.00 2.91 3908.58 1940.00 2150,00 438.20 .00 3908.58
PAGE
16
SU~t%RY OF ER~DRS AND SPECIAL NOTES
W~d~ING SECNO= 19230.000 PROFILE=
WARNING SECNO~ 19230.000 PROFILE=
WA~NING SECNO~ 19230.000 P~DFILE=
WARNING SECNO= 19230.000 PROFILE=
WARNING SECNO= 19930.000 PROFILE=
WARNING SECNO= 19930.000 PROFILE=
WARNING SECNO.- 24400.000 PROFILE=
WARNING SECNO= 24400.000 PROFILE=
WARNING SECNO- 24400.000 PROFILE~
WARNING SECNO- 24400.000 PROFILE~
WARNING SECNO- 24700.000 PROFILE=
WARNING SECNO= 24700.000 PROFILE=
WARNING SECNO= 24700.000 PROFILE=
WARRING SECNO- 24700.000 PROFILE=
W~RNING SECNO- 25530.000 PROFILE=
~RNING SECNO= 25530.000 PROFILE=
~%a. RNING SECNO= 26830.000 PROFILE=
WARNING SECNO= 26830.000 PROFILE=
WAP~NING SECNO= 26830.000 PROFILE=
~%%RNING SECNO- 26830.000 PROFILE=
WARNING SECNO= 28080.000 PROFILE=
$~ARNING SECNO= 28080.000 PROFILE=
$~ARNING SECNO- 28080.000 PROFILE=
WARNING SECNO= 28080.000 PROFILE=
WARNING SECNO~ 28870.000 PROFILE=
WARNING SEC'NO- 31230.000 PROFILE=
CAUTION SECNO= 32200.000 PROFILE=
CAUTION SECNO~ 32200.000 PROFILE=
CAUTION SECNO- 32230.000 PROFILE=
WARNING SECNO= 32230.000 PROFILE=
WARNING SECNO- 32250.000 PROFILE~
$~RNING SECNO= 32305.000 PRDFILE=
~4ARNING SECNO~ 32305.000 PROFILE=
WARNING SECNO' 32305.000 PROFILE=
~ARNING SECNO-- 32725.000 PROFILE=
WARNING SECNO= 32725.000 PROFILE=
~RNING SECNO~ 32725.000 PROFILE=
WARNING SECNO- 32725.000 PROFILE=
i
23AUG95 15:11:33
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CRITICAL DEPTH ASSUMED
4 MINIMUM SPECIFIC ENERGY
4 20 TRIALS ATTEMPTED TO BALANCE WSEL
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CFL~NGE OUTSIDE ACCEPTABLE ~ANGE
i CONVEYANCE
2 CONVEYANCE
3 CONVEYANCE
1 CONVEYANCE
2 CONVEYANCE
3 CONVEYANCE
4 CONVEYANCE
CHANGE OUTSIDE ACCEPTABLE RANGE
CF~NGE OUTSIDE ACCEPTABLE RANGE
CHANGE OUTSIDE ACCEPTABLE RANGE
CHANGE OUTSIDE ACCEPTABLE RANGE
CHANGE OUTSIDE ACCEPTABLE RANGE
CHANGE OUTSIDE ACCEPTABLE RANGE
CHANGE OUTSIDE ACCEPTABLE RANGE
PAGE
17
Pm-Existing Conditions Model
* HEC-2 WATER SURFACE PROFILES *
* Version 4.6.2; May 1991 *
* RUN DATE 23AUG95 TIME 15:20:12 *
* U.S. ARMY CORPS OF ENGINEERS *
* HYDROLOGIC ENGINEERING CENTER *
* 609 SECOND STREET, SUITE D *
* DAVIS, CALIFORNIA 95616-4687 *
* (916) 756-1104 *
***************************************
1
23AUG95 15: 20:12
X X XXXXXXX
X × X
X X X
XXXXXXX XXXX
X X X
X X X
X X XXXXXXX
XXXXX
X X
X
X
X
X X
XXXXX
XXXXX
X X
X
XXXXX
X
X
XX×XXXX
PAGE 1
*************************************
HEC-2 WATER SURFACE PROFILES
Version 4.6.2; May 1991
*************************************
T1
T2
T3
DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC.
DENTON CREEK - 10 YR DISCHARGE PROFILE
DENTON CREEK - TEXAS FILE: "DENCRK1.DAT" UPDATED EXIS. CONDITIONS
J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q
0 2 0 0 0 0 0 0
J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW
1 0 -1
J3 VARIABLE CODES FOR SDq~{ARY PRINTOUT
J5
NC
38 1 43
54
LPRNT NUMSEC
-10 -10
.035 .055 .045
4 12800 18200
39 26 4 21
********REQUESTED SECTION NUMBERS********
.1 .3
20600 36200
FEMA CROSS SECTION
START OF LEVEE DISTRICT
Xl 18440 33 5480
X3 0 0 0
GR 460 1000 448
GR 440 2330 440
GR 450 5350 451
GR 434 5535 431.4
GR 450 5700 450
GR 450 6500 448
GR 454 7100 460
5585 10000 4500 5880
3750 470 7650 470
1300 448 1800 447
2500 445 2600 448
5460 449 5480 446
5545 431.4 5555 447
5850 448 5920 448
6508 448 6515 450
7440 476 7650
NC .035 .055 .040 .1 .3
23AUG95 15:20:12
SPIA[{S & DeOTTE ADDED SECTION (8-10-95)
THIS RUN EXECUTED 23AUG95
WSEL FQ
449.70
CHNIM ITRACE
22 42 53
2250 445 2300
2750 448 5250
5515 440 5525
5560 451 5585
6125 450 6130
6520 452 6522
X1 19230 59 5551.8 5905 550 550 550
X3 0 0 0 4000 470 6880 470
GR 454 1000 450 1050 448 1070 447.6 1750 447 2210
GR 446 2410 445 2450 443 2600 443 2670 445 2680
GR 445 2710 445 2860 444 2900 443 2920 445 2960
GR 446 2970 446 3020 445 3040 443 3070 447 3100
GR 446.7 3250 447 3350 447 3500 446 3550 444 3600
GR 447 3650 446 3710 446 3850 447 3940 447 4050
GR 446 4080 446 4160 446 4450 445 4550 446 4700
15:20:12
PAGE
GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280
GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 5767 447 5812
GR 447.0 5820 440 5830 431.7 5850 440 5865 452 5905
GR 453.5 6100 451.5 6300 451.2 6370 446 6400 446 6625
GR 450 6630 450 6830 451 6840 456 6880
NC .035 .055 .035 .1
EXISTING AUTHORIZED ENCROACHMENT AT
.3
BIRDSONG TRACT STA. 6820
Xl 19330 65 5551.8 5965 100 100 100
X3 0 0 0 4000 470 6820 470
X4 1 449.2 6440
GR 454 1000 450 1050 448 1070 447.6 1750 447 2210
GR 446 2410 445 2450 443 2600 443 2670 445 2680
GR 445 2710 445 2860 444 2900 443 2920 445 2960
GR 446 2970 446 3020 445 3040 443 3070 447 3100
GR 446.7 3250 447 3350 447 3500 446 3550 444 3600
GR 447 3650 446 3710 446 3850 447 3940 447 4050
GR 446 4080 446 4160 446 4450 445 4550 446 4700
GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280
GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 5777 448 5842.2
GR 448.0 5860 445 5870 440 5880 431.7 5897 440 5915
GR 453 5965 453 5975 451.2 6080 446 6090 446 6430
GR 450 6800 450 6840 449 6845 450 6850 450 6892
GR 452 6942 454 6980 455 7915 455 8215 460 8250
NH 5 .045 5704 .035
N~ 7350
FERA CROSS SECTION
START OF PROPOSED CHANNEL IMPROVEMENTS
CORRECTED GR'S TO MATCH CITY TOPO IN R.O.B.
5996 .045 6070 .035 6190 .055
X1 19930 53 5704 6190 800 500 600
X3 0 0 0 5208 470 7350 470
GR 454.3 1000 450 1040 448 1160 449 1190 449 1210
GR 448 1220 448 1320 449 1330 450 1460 450 1520
GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420
GR 447 2540 447 3070 446.3 3240 446 3350 445 3360
GR 445 3370 446 3380 447 3480 447.5 3750 447 4070
GR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960
GR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704
GR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070
1
23AUG95 15:20:12
GR 437 6110 432 6130 437 6150
GR 452 6440 452 6520 450 6760
GR 454 7100 456 7250 458 7350
NC .055 .055 .035 .1 .3
D.M.D. CROSS SECTION (5-5-93)
453
450
X1 20980 20 1040 1413 870 420 720
X3 0 0 0 1040 470 1580 453.7
GR 452 1000 458 1035 458.1 1040 458
GR 432.3 1312 435 1365 440 1385 450
GR 452 1432 452.7 1580 452 1711 451.5
GR 452 2405 454 2440 456 2460 458
X1 20990 23 1040 1413 10 10 10
X3 0 0 0 1040 470 1457 452.1
GR 452 1000 458 1035 458.1 1040 458
GR 432.3 1312 435 1365 440 1385 450
GR 452 1432 452.1 1457 448.1 1473 448.1
GR 454.6 1557 455.5 2000 455.8 2255 455
GR 456 2460 458 2480 460 2525
D.M.D. CROSS SECTION {5-5-93}
X1 21260 26 1048 1522 380 390 380
X3 0 0 0 1048 470 1522 454
GR 452 1000 458 1042 458.4 1048 458
GR 432.5 1314 450 1382 455.5 1403 450
GR 433 1480 435 1500 440 1510 454
GR 453.6 1552 448.85 1571 448.85 1581 455.6
GR 455.9 2335 456 2430 456 2445 456
GR 460 2600
QT 4 12800 18200 20600 36200
X1 21635 23 1061 1408 340 400 340
X3 0 0 0 1061 470 1458 454.8
GR 452 1000 458 1055 458.6 1061 458
GR 433.7 1340 435 1370 454 1408 454.8
GR 451.5 1573 454.6 1584 454.1 1594 454.1
GR 454.9 1630 455.0 1640 455,8 2100 455.0
GR 456 2422 458.0 2530 460 2570
6190
6900
1045
1413
2000
2480
1045
1413
1483
2405
1054
1425
1522
1635
2495
1067
1458
1596
2290
453
452
432.3
451
450.8
460
432.3
451
454.1
455
432.5
433
454
455.6
458
433.7
451.5
454
455
PAGE
6220
6950
1152
1420
2255
2525
1152
1420
1547
2440
1148
1455
1533
1700
2563
1165
1471
1600
2355
D.M.D. CROSS SECTION (5-5-93)
K1 21645 18 1061 1408 10 10 10
K3 0 0 0 1061 470 1528 455.8
GR 452 1000 458 1055 458.6 1061 458
GR 433.7 1340 435 1370 454 1408 455.8
GK 452.0 1800 452.0 1800 451.8 2100 452.0
GR 456 2422 458.0 2530 460 2570
1
23AUG95 15:20:12
1067
1520
2290
433.7
454
454
1165
1600
2355
5 .05 1300 .06 5094 .035 5460 .055 6610 .05
6780
F~4A CROSS SECTION
START OF THE PROPOSED RELOCATED CHANNEL
X1 22370 28 5094 5460 880 480 880
X3 0 0 0 5094 470 5460 454.5
GR 460 1000 449 1300 449 1750 448
GR 450 2950 450 3670 449 4010 448
GR 450.5 4970 450.5 5094 434.04 5160 434.04
GR 432.5 5320 435 5345 445 5360 446
GR 454.5 5460 454 5870 452.5 6310 452
GR 457 6610 459.5 6630 466 6780
6610
NC .055 .055 .035 .1 .3
NH 5 .055 5468.04 .035 5694.28
NH 7550
1950
4070
5220
5380
6480
.035
D.E.C. CROSS SECTION
448
449.5
434.04
452.7
453.5
7000
.O55
2550
4370
5280
5405
6550
.055
X1 23800 52 6610 7000 720 680 1430
X3 0 0 0 5467 470 7000 454
GR 465 1000 460 1110 457 1190 456 1280 455 1340
GR 455 1480 454 1590 453 1740 452 1860 451 1950
GR 450 2110 449 2820 449 2850 450 3280 450 3300
GR 450 3350 450 3410 451 3440 451 3540 451 3630
GR 451 4140 450.4 4190 451 4240 451 4380 450.6 4900
GR 451 5280 451 5380 451.42 5468.04 434.68 5535 434.68 5625
GR 452 5694.28 454 5820 454 5940 455 5970 455 6310
GR 454 6390 455 6410 455 6510 450 6610 450 6620
GR 440. 6640 433.3 6660 440 6680 450 6700 454 7000
GR 453 7070 454 7239 454 7240 450 7280 455 7350
GR 460 7470 470 7550
NH 5 .055 5260 .035 5510 .055 6340 .035 6940 .055
NH 12560
X1 24400 43 5260 6940 130 230 550
X3 5260 470 6940 470
GR 465 1000 460 1040 457.5 1090 459.5 1140 452 1200
GR 452 1240 457 1270 452 1340 450.5 1540 450 1700
GR 450 1940 449 2200 450 2790 450 3250 451 3340
GR 452 3870 451 4090 451 5000 452 5220 459.5 5240
GR 459.2 5260 452.3 5280 452 5310 433.5 5365 433.5 5445
GR 451.5 5510 453 5600 456.5 5950 453 6340 446 6490
GR 431.5 6640 452 6820 456 6940 457.8 7120 459 7430
GR 459.9 7670 458 9020 457.5 9240 458 9440 458.5 9940
GR 457 11240 457.5 12240 458 12560
1
.035
1230.
1870.
2910.
3800.
4350.
4780.
5140.
5300.
5970.
6480.
23AUG95 15:20:12
NC .055 .055 .035 .1 .3
NH 5. .055 4188.16 .035 4424.38 .055 5060.
NH 6690.
********** E/4-PARCHE MODEL COORDINATION 24700 - 39440 ************
CROSS SECTION 24700 IS FROM THE KIMLEY-HORN MODEL.
X1 24700. 53. 5060. 5200. 610.
X3 0 0 0 4187 470
GR 465. 1000. 462. 1120. 462.
GR 457. 1410. 455. 1550. 454.
GR 451. 2180. 450. 2260. 451.
GR 452. 3180. 452. 3340. 452.
GR 453. 4110. 453. 4188.16 435.04
GR 454. 4450. 455. 4480. 455.
GR 455. 4850. 451. 5000. 451.
GR 440. 5170. 456. 5200. 456.3
GR 457. 5630. 458.4 5800. 459.
GR 459.9 6140. 459. 6360. 458.5
GR 459.2 6580. 460. 6670. 462.
5200.
460.
452.
451.
453.
453.63
454.
433.9
456.9
459.7
458.7
80.
5200
1140.
1650.
2630.
3530.
4260
4510
5060
5260
5900
6410
6690.
PAGE
350.
470
460.
453.
451.
453.
435.04
454.
440.
456.6
459.4
458.3
NC .055 .065 .035 .1 .3
PAGE
.055
1300.
2080.
2980.
4000.
4424.38
4800.
5155.
5400.
6050.
6500.
FROM KIMLEY-HORN MODEL. CHANNEL DISTANCE ~{EVISED.
X1 25530 90 2495.2 2742.67 700 560 700
X3 0 0 0 2494 470 2742.67 470
GR 469.5 500 460.5 600 455.6 700 452.9
GR 449.9 1000 451.1 1100 450.6 1200 451.3
GR 451 1500 451.4 1600 451.6 1700 451.5
GR 453.1 2000 453.4 2100 454.2 2200 454.3
GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5
GR 454.8 2742.67 453.5 2780 454.0 2820 470.0
GR 455.0 2880 454.7 2905 454.7 2935 455.3
GR 470.0 3020 456.5 3020 456.5 3030 470.0
GR 456.8 3090 456.8 3100 470.0 3100 470.0
GR 456.9 3170 470 3170 470 3240 457.8
GR 470 3250 470 3315 457.9 3315 457.9
GR 470 3385 457.8 3385 457.8 3395 470
GR 458.1 3455 458.1 3465 470 3465 470
GR 457.2 3540 470 3540 470 3590 457
GR 455.9 3650 456.9 3680 470 3680 470
GR 457.6 3765 470 3765 470 3825 458
GR 470 3840 470 3905 458.4 3905 458.4
GR 470 3980 458.7 3980 458.7 4000 470
X1 25770 70 2495.2 2780 240
X3 0 0 0 2494 470
GR 469.5 500 460.5 600 455.6
GR 449.9 1000 451.1 1100 450.6
GR 451 1500 451.4 1600 451.6
GR 453.1 2000 453.4 2100 454.2
GR 455.33 2495.2 436,73 2570 436.73
1
23AUG95 15:20:12
800 450.4 900
1300 450.8 1400
1800 452.7 1900
2300 455 2400
2630 434.40 2670
2820 470.0 2880
2965 470.0 2965
3030 470.0 3090
3160 456.8 3160
3240 457.8 3250
3325 470 3325
3395 470 3455
3525 457.2 3525
3590 455.9 3620
3750 457.6 3750
3825 458 3840
3920 470 3920
4000 470 4600
240 240
2780 470
700 452.9 800 450.4 900
1200 451.3 1300 450.8 1400
1700 451.5 1800 452.7 1900
2200 454.3 2300 455 2400
2650 434.6 2660 434.60 2710
PAGE 6
GR 456.0 2780 456.8 2845 470.0 2845 470.0 2920 456.8 2920
GR 456.8 2940 470.0 2940 470.0 2990 456.8 2990 456.8 3010
GR 470.0 3010 470.0 3060 456.8 3060 457.2 3095 470.0 3095
G~ 470.0 3145 457.2 3145 457.6 3165 470.0 3165 470.0 3210
G~ 457.6 3210 457.8 3230 470.0 3230 470.0 3280 457.8 3280
GR 457.8 3300 470.0 3300 470.0 3350 457.8 3350 457.7 3370
GR 470.0 3370 470.0 3420 457.7 3420 457.3 3440 470.0 3440
GR 470.0 3490 457.3 3490 457.1 3510 470.0 3510 470.0 3540
GR 457.1 3540 456.0 3555 456.0 3590 459.6 3600 470.0 4360
36200
2818.65
QT 4 13300 18900
NH 5 .055 2619.58
NH 5200 .055
.055
2900
FROM KIMLEY-HORN MODEL.
21300
.035
X1 26830 42 2619.58 3100 1030 960 1050
X3 0 0 0 2619.58 470 5200 470.0
GR 464.9 550 461.9 600 459.1 700 455.9
GR 451.7 1000 451.3 1100 451.2 1200 450.9
GR 452.8 1500 452.8 1600 452.4 1700 453.2
GR 453.3 2000 454.2 2100 454.4 2200 455.3
GR 455.9 2500 457.6 2600 457.35 2619.58 436,74
GR 456.91 2818.65 457.8 2900 451.6 3000 448.7
GR 436.5 3062 452 3100 454 3200 452.0
GR 442 3500 442.0 3650 442.5 3920 456.3
GR 461.9 5100 465.0 5200
.035 3100
5 .055 2416.98
5100
.055
0 0 0
800 452.9 900
1300 451.1 1400
1800 453.1 1900
2300 456 2400
2702 436.74 2738
3005 436.3 3027
3230 452 3290
4000 460 4250
FROM KIMLEY-HORN MODEL.
· 035 2609.7 .055 2700 ,035 2941 .055
1245 461.5 1300
1659 457.1 1700
2100 456.3 2200
2492 437.18 2528
2838 435.2 2865
3000 457.4 3100
3620 452 3680
5000 464.9 5100
X1 28080 40 2416.98 2941 850 1000 900
X3 0 0 0 2416.98 470 5100 470
GR 466 1019 463.3 1100 463.2 1200 460
GR 460.1 1400 459.9 1500 459.2 1600 458
GR 455.6 1800 453.1 1900 453.5 2000 455.5
GR 455.4 2300 455.8 2400 455.94 2416.98 437.18
GR 457.61 2609.7 457.7 2700 456.1 2800 453.3
GR 435.3 2900 458.4 2941 456.2 2963 458,3
GR 456 3180 454 3400 452 3500 452
GR 452 3720 452 3900 460 4150 460.7
QT 4 13300 18900
NH 5 .060 2319.0
NH 5400
36200
2521.0
FI~DM KIMLEY-HORN MODEL.
· 060 2580 .045 2750 .055
23AUG95 15:20:12
21300
.035
PAGE 7
X1 28870 36 2319 2810 610 900 610
X3 0 0 0 2319 470 5400 470
GK 470 900 460 1495 456 1695 456
GR 454 2000 454.8 2070 453.2 2100 457
1790 454 1930
2140 457 2190
GR 457 2319 437.5 2397 437.5 2420 437.5 2443 457 2521
GR 457.2 2521.8 454.7 2580 437.6 2600 436.3 2630 451.5 2670
GR 459.3 2750 459.3 2810 458.0 3010 456 3090 454 3200
GR 452.0 3270 452 3300 452 4340 452 4620 454 4680
GR ' 456 4850 460 4880 461.4 4950 467.3 5010 469.4 5210
GK 473 5400
NC
5 .055 2060,73
5100
FROM KIMLEY-HORN MODEL.
.1
.035
.3
2253
.O55
2296
X1 29610 36 2060.73 2470 650 800 650
X3 0 0 0 2055 470 5100 470
GR 470 520 468.5 600 466.8 700 464.6
GR 462.2 1000 460.5 1100 457.8 1200 456.5
GR 454.7 1500 455.5 1600 456 1700 454.7
GE 455.1 2000 455.65 2060.73 437.83 2132 437.83
GE 460 2296 437.4 2356 437.6 2389 458.6
GR 452 2530 450 2650 449 2790 450
GE 450 3140 460 3210 464 3240 465.3
GR 470 5100
NI{ 5 .055 3445.18
NI{ 7100
3642.39
FROM ~IMLEY-HORN MODEL.
.055
.035
3756
X1 30570 59 3445.18 4020 900 900 900
X3 0 0 0 3445 470 7100 470
GE 470.2 1600 468.2 1700 466.8 1800 465.4
GR 461.8 2100 458.5 2200 458.2 2300 457.5
GR 456.5 2600 456.2 2700 456.3 2800 455.6
GR 456.1 3100 456.1 3200 456.6 3300 457.3
GR 438.23 3522 438,23 3558 459.33 3642.39 459.5
GE 439.8 3778 439.8 3812 456.7 3850 458.2
GR 455.5 3924 459.2 3940 460 3950 460
GR 450 4300 450 4480 460 4600 460.2
GR 460.1 5400 459.8 5500 459.8 5517 459.1
GR 459.1 5800 459.6 5900 459.9 6000 459.9
GR 460.1 6300 460.4 6400 461 6500 462.2
GR 464.1 6800 465.4 6900 467.6 7000 470.1
1
23AUG95 15:20:12
.035
800
1300
1800
2168
2440
3030
4900
.035
1900
2400
2900
3400
3700
3870
4020
5200
5600
6100
6600
7100
2440
463.8
455.6
454.8
459.15
458.7
450
467
3850
463.6
457.8
455.8
457.43
455.9
451.4
450
460.1
459.1
459.7
462.9
.055
900
1400
1900
2253
2470
3070
5000
.055
2O0O
2500
3000
3445.18
3756
3884
4150
5300
5700
6200
6700
PAGE
NC .055 .055 .035
F~DM KIMLEY-HORN MODEL.
X1 31230 71 3387.03 3837 620 700 620
X3 0 0 0 3387 470 7100 470
GR 464.9 1000 466 1100 463 1200 463 1300 463.2 1400
GR 462.5 1500 463 1600 462.6 1700 462.4 1755 462.3 1770
GR 462.2 1800 462.1 1819 462.1 1834 461.3 1900 460.1 2000
GR 459.6 2100 459 2200 459.4 2272 458.4 2800 457.9 3154
GR 457,9 3213 457.9 3234 458.4 3300 459.79 3387.03 438.55 3472
GR 438.55 3508 457.196 3582.58 456 3614 438.6 3646 438.1 3661
GR 438.5 3672 459.4 3708 460 3800 460.8 3837 460.3 3869
GR 459.4 3904 459.7 4000 459.1 4100 458 4200 457.5 4236
GR 456 4260 454.8 4276 455.1 4300 455.4 4400 456.9 4500
GR 457.1 4600 458.7 4700 459.8 4800 459.8 4900 460.2 5000
GR 460.2 5100 460.3 5200 461 5300 460.1 5400 460.3 5500
GR 460.4 5600 460.3 5700 460.0 5800 460.0 5900 460.8 6000
GR 460.4 6100 460.5 6200 460.6 6300 460.8 6400 461.3 6500
GR 461.8 6600 462.4 6700 464.4 6800 465.6 6900 467.6 7000
GR 470.0 7100
NC .055 .055 .035
X1 32150 40 3400 3525 900 950 920
X3 0 0 0 3040 470 6180 470
GR 470 1000 461 1600 461 1800 458 2000 459 2100
GR 457 2200 457 2220 459 2320 456.5 2620 455 2640
GE 457 2650 456.5 2680 459 2900 459 3100 460 3200
GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470
GR 437 3475 437 3489 447 3505 460 3525 461.5 3650
GE 458 3920 459 3980 458 4240 456 4280 456 4350
GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720
GR 461 5110 462 5200 462 5460 464 5800 470 6180
NC 0.055 0.055 0.015
NH 5. .055 3390.5
NH 5734.
Xl 32200. 62. 3390.5
X3 0 0
BT -9. 3380. 465.
BT 3740. 464.
BT 4190. 466.
GR 472, 900. 467.
0.3
.015
3539.5
3050
463.
1310.
0.5
3539.5
50.
470
3552.
3880.
4340.
462.
.055
50.
5734
465.
463.6
466.9
1700.
4366.
50.
470
463.
465.4
460.5
3600.
3960.
2000.
466.
464.
466.8
461.5
465.4
2200.
GR 456.5 2201. 456.5 2221. 461.5 2222. 459.5 2430.
GR 460.5 2610. 456.5 2611. 460.5 2635. 461.0 3000.
GR 465. 3380. 460. 3381. 461.5 3390.5 450. 3425.
GR 463.0 3432.01 463.0 3434.99 445. 3435. 435.0 3455.
GR 445. 3495. 463. 3495.01 463. 3497.99 446.5 3498.
GR 461.5 3539.5 460. 3550. 465. 3552. 466. 3600.
GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340.
GR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366.
GR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396
GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411
1
23AUG95 15:20:12
GR 465.7 4534. 465.1 4634.
GR 464.4 5014. 466. 5734.
X1 32230. 0. 0.
X2 0. 0. 0.
X3 0 0 0
QT 4 9400
NC 0.055 0.055
X1 32250. 41.
X3 0 0
GR 470. 1000.
GR 457. 2200.
GR. 457. 2650.
GR 461.5 3300.
GR 437. 3470.
GR 461.5 3650.
GR 456. 4350.
GR 461. 4720.
GR 470. 6180.
NH 6. 0.050
NH 3570. 0.050
X1 32305. 53.
GR 470. 50.
GR 467. 50.
GR 461. 1740.
GR 464. 1975.
GR 460. 2160.
GR 437.7 2232.
GR 455. 2281.
GR 458. 3200.
GR 451. 3292.
GR 461. 3369.
GR 464. 3940.
3050
464. 4734. 463.2
50.
470
50.
6180
50.
1.
470
4834
O.
459.5
462.
446.5
435.
450.0
464.
465.4
450.7
465.4
466.8
463.5
2520.
3280.
3432.
3475.
3505.
3740.
4340.
4366.
4397.
4434.
4934.
13200 14900 36200
0.045 0.1 0.3 0. 0. 0. 0. 0.
3400. 3525. 1. 1. 1.
0 3040 470 6180 470
461. 1600. 461. 1800. 458. 2000. 459. 2100.
457. 2220. 459. 2320. 456.5 2620. 455. 2640.
456.5 2680. 459. 2900. 459. 3100. 460. 3200.
461.5 3300. 460.5 3400. 437. 3427. 437. 3440.
437. 3475. 437. 3489. 447. 3505. 460. 3525.
458. 3920. 459. 3980. 458. 4240. 456. 4280.
452. 4350. 453.5 4380. 457.5 4400. 458. 4520.
461. 5100. 462. 5200. 462. 5460. 464. 5800.
0.055 1740. 0.060 2110. .045 2325. 0.055
2325. 55. 55. 55.
50. 470. 50. 470. 50. 470. 50.
135. 465. 220. 465. 1323. 461. 1335.
1740. 461. 1740. 462. 1825. 463. 1890.
2045. 465. 2110. 464. 2125. 463. 2140.
2175. 450. 2204. 445. 2218. 440. 2225.
2239. 440. 2245. 445. 2253. 450. 2263.
2325. 461. 3050. 460. 3140. 459. 3180.
3218. 455. 3265. 452. 3283. 451. 3289.
3308. 455. 3329. 459. 3350. 460. 3360.
3400. 461. 3570. 462. 3910. 463. 3930.
3970. 470. 4000.
1323.
4000.
2110.
470
466
461
465
455
438
460.
457.
452.
462.
465.
NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055
NH 3840. 0.050 3960.
X1 32725. 53. 1940. 2150. 380. 520. 420.
GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0
GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285.
GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895.
GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018.
GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053.
GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150.
GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885.
GR 459. 3350. 455. 3605. 452. 3615. 455. 3628. 459. 3632.
GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702.
GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865.
GR 464. 3875. 465. 3890. 470. 3960.
1
23AUG95 15:20:12
Ti
T2
T3
(Fi(IS. RUNOFF) SPIARS & DeOTTE, INC.
DENTON CREEK - PROPOSED CONDITION
DENTON CREEK - 50 YR DISCHARGE PROFILE
DENTON CREE~ - TEXAS FILE: "DENTCK1.DAT"
J1 ICHECK INQ NINV IDIR STRT METRIC
0 3 0 0 0 0
J2 NPROF IPLOT PRFVS XSECV XSECH FN
2 0 -1
HVINS Q WSEL
0 0 450.50
ALLDC IBW CHNIM
ITRACE
23AUG95 15:20:12
WSEL
450.70
T1 DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC.
T2 DENTON CREEK - 100 YR DISCHARGE PROFILE
T3 DENTON CREE~ - TEXAS FILE: "DENTCK1.DAT"
J1 ICNECK INQ NINV IDIR STRT METRIC HVINS Q
0 4 0 0 .000452 0 0 0
PAGE
PAGE
PAGE
10
11
J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW
3 0 -1
23AUG95 15:20:12
DENTON CREEK - PROPOSED CONDITION
DENTON CREEK - 500 YR DISCHARGE PROFILE
T1
T2
T3 DENTON CREEK - TEXAS FILE: "DENTCK1.DAT"
J1 ICHECK INQ NINV IDIR STRT METRIC
0 5 0 0 .000452 0
J2 NPROF IPLOT PRFVS XSECV XSECH FN
15 0 -1
(E×IS. RUNOFF) SPIARS & DeOTTE, INC.
HVINS Q WSEL
0 0 451.80
ALLDC IBW CHNIM
CHNIM ITRACE
ITRACE
PAGE
12
1
23AUG95 15: 20: 12
PAGE 13
THIS RUN EXECUTED 23AUG95
*************************************
HEC-2 WATER SURFACE PROFILES
Version 4.6.2; May 1991
*************************************
NOTE- ASTERISK l*) AT LE~ OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SU~UL~RY OF ERKORS LIST
DENTON CF~EK - TEXAS
SU~4ARY PRINTOUT
SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN SSTA ENDST
18440.000 449.70 12800.00 .00 5.71 1975.68 5480.00 5585.00 431.40
18440.000 450.50 18200.00 .00 4.96 2649.88 5480.00 5585.00 431.40
18440.000 452.11 20600.00 .00 2.78 2803.63 5480.00 5585.00 431.40
18440.000 453.68 36200.00 .00 3.11 3256.99 5480.00 5585.00 431.40
* 19230.000 450.06 12800.00 550.00 1.75 2352.46 5551.80 5905.00 431.70
* 19230.000 450.81 18200.00 550.00 2.14 2366.94 5551.80 5905.00 431.70
* 19230.000 452.23 20600,00 550.00 1.86 2558.64 5551.80 5905.00 431.70
* 19230,000 453.84 36200,00 550.00 2.55 2862.72 5551.80 5905.00 431.70
19330.008 450.07 12800.00 100.00 1.67 2691.54 5551.80 5965.00 431.70
19330.000 450.83 18200.00 100.00 2.04 2695.93 5551.80 5965.00 431.70
19330.000 452.24 20600.00 100.00 1.80 2763.46 5551.80 5965.00 431.70
19330.000 453.86 36200.00 100.00 2.48 2820.00 5551.80 5965.00 431.70
3750.00
3750.00
3750.00
3750.00
4000.00
4000.00
4000.O0
4000.00
4000.00
4000.00
4000.00
4000.00
19930.000 450.08 12800.00 600.00 2.29 1125.98 5704.00 6190.00 432.00 5208.00
* 19930.000 450.83 18200.00 600.00 2.99 1237.27 5704.00 6190.00 432.00 5208.00
* 19930.000 452.23 20600.00 600.00 2.88 1559.03 5704.00 6190.00 432.00 5208.00
* 19930.000 453.82 36200.00 600.00 4.21 1878.52 5704.00 6190.00 432.00 5208.00
20980.000 450.13 12800.00 720.00 2.68 336.13 1040.00 1413.00 432.30
20980.000 450.91 18200.00 720.00 3.61 344.85 1040.00 1413.00 432.30
20980,000 452.28 20600.00 720,00 3.73 423.89 1040.00 1413.00 432.30
20980.000 453.84 36200.00 720.00 5.94 1359.10 1040.00 1413.00 432.30
1077.77
1074.52
1068.79
1062.32
20990.000 450.13 12800.00 10.00 2.67 336.18 1040.00 1413.00 432.30 1077.75
20990.000 450.91 18200.00 10.00 3.61 344.88 1040.00 1413.00 432.30 1074.51
20990.000 452.28 20600.00 10.00 3.73 419.96 1040.00 1413.00 432.30 1068.81
20990.000 453.84 36200.00 10.00 5.95 476.51 1040.00 1413.00 432.30 1062.30
6519.25
6520.50
6553.63
7006.99
6830.55
6838.13
6849.87
6862.72
6820.00
6820.00
6820.00
6820.00
6901.95
6920.81
6967.53
7086.52
1413.90
1419.37
1492.68
2421.42
1413.93
1419.39
1488.78
1538.82
21260.000 450.20 12800.00 380.00 2.41 394.54 1048.00 1522.00 432.50 1082.76 1518.74
21260.000 451.03 18200.00 380.00 3.23 404.81 1048.00 1522.00 432.50 1079.69 1519.45
21260.000 452.40 20600.00 380.00 3.32 421.77 1048.00 1522.00 432.50 1074.64 1520.63
21260.000 454.14 36200.00 380.00 5.20 507.06 1048.00 1522.00 432.50 1068.21 1585.87
23AUG95 15:20:12
SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN
21635.000 450.20 12800.00 340.00 3.09 301.96 1061.00 1408.00 433.70
21635.000 451.03 18200.00 340.00 4.14 306.96 1061.00 1408.00 433.70
SSTA
1098.45
1095.10
ENDST
1400.41
1402.06
15:20:18
PAGE
14
21635.000 452.40 20600.00 340.00 4.27 315.20 1061.00 1408.00 433.70 1089.60 1404.79
21635.000 454.11 36200.00 340.00 6.74 332.30 1061.00 1408.00 433.70 1082.68 1414.98
21645.000 450.20 12800.00 10.00 3.09 301.97 1061.00
21645.000 451.03 18200.00 10.00 4.14 306.98 1061.00
21645.000 452.40 20600.00 10.00 4.27 315.21 1061.00
21645.000 454.12 36200.00 10.00 6.74 332.60 1061.00
22370.000 450.35 12800.00 880.00 3.30 301.64
22370.000 451.28 18200.00 880.00 4.38 305.71
22370.000 452.64 20600.00 880.00 4.50 310.77
22370.000 454.71 36200.00 880.00 6.84 1460.96
23800.000 450.59 12800.00 1430.00
23800.000 451.68 18200.00 1430.00
23800.000 453.03 20600.00 1430.00
23800,000 455.91 36200.00 1430.00
2.61
2.81
2.53
3.55
363,52
475.21
670.34
1904.71
* 24400.000 450.88 12800.00 550.00 2.10 619.17
* 24400.000 452.16 18200.00 550.00 2.62 720.80
* 24400.000 453.47 20600.00 550.00 2.57 947.49
* 24400,000 456.28 36200.00 550.00 3,11 1625.02
* 24700.000 450,84 12800.00 350,00 2.88 345,65
* 24700.000 452.11 18200.00 350.00 3.75 460.76
* 24700.000 453.43 20600.00 350.00 3.87 522.91
* 24700.000 456.25 36200.00 350.00 5.36 1013.00
5094.00
5094.00
5094.00
5094 · 00
6610.00
6610.00
6610.00
6610.00
5260.00
5260.00
5260.00
5260.00
5060,00
5060.00
5060,00
5060.00
1408.00
1408.00
1408.00
1408.00
5460.00
5460,00
5460.00
5460,00
7000.00
7000.00
7000.00
7000.00
6940.00
6940.00
6940.00
6940.00
5200.00
5200.00
5200.00
5200.00
433.70
433.70
433.70
433.70
432.50
432.50
432.50
432.50
433.30
433.30
433.30
433.30
431.50
431.50
431.50
431.50
433.90
433.90
433.90
433.90
1098.44
1095.09
1089.59
1082.66
5094.60
5094.00
5094.00
5094.00
5471.35
5467.00
5467.00
5467.00
5313.33
5294.76
5276.60
5268.46
4196.78
4191.73
4187.00
4187.00
1400.41
1402.07
1404,80
1415.26
5396.24
5399.71
5404.77
6554.96
6744.39
6825.70
6927.47
7371.71
6810.17
6824,57
6864.18
6940.00
5190.33
5192.70
5195.18
5200.00
25530.000 451.03 12800.00 700.00 5.25 216.81 2495.20 2742.67 434.40 2512,42 2729.22
25530,000 452.32 18200.00 700.00 6.68 226.60 2495.20 2742.67 434.40 2507.24 2733.84
* 25530.000 453.57 20600.00 700.00 6.84 236.05 2495.20 2742.67 434.40 2502.24 2738.29
* 25530.000 456.13 36200.00 700.00 9.95 248.67 2495.20 2742.67 434.40 2494.00 2742.67
2780.00
2780.00
2780.00
2780.00
25770.000 451.31 12800.00 240.00 4.21 253.27
25770.000 452.77 18200.00 240.00 5.32 263.91
25770.000 454.02 20600.00 240.00 5.49 273.03
25770.000 457.04 36200.00 240.00 7.86 286.00
451.78 13300.00 1050.00
453.47 18900.00 1050.00
454.73 21300.00 1050.00
458.34 36200.00 1050.00
* 26830.000
* 26830.000
* 26830.000
* 26830.000
* 28080.000 451.78 13300.00 900.00
* 28080.000 453.43 18900.00 900.00
* 28080.000 454.72 21300,00 900.00
* 28080.000 458.46 36200.00 900.00
2.35
2.63
2.51
2.87
2495.20
2495.20
2495.20
2495.20
2619.58
2619.58
2619.58
2619.58
2416.98
2416.98
2416.98
2416.98
5.54
6.46
6.06
5.57
15:20:12
938.05
1149.52
1221.36
1518.51
241.72
778.54
956.35
1684.89
1
23AUG95
3100.00
3100.00
3100.00
3100.00
2941.00
2941.00
2941.00
2941.00
SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR
2810.00
2810.00
2810.00
2810.00
2319.00
2319.00
2319.00
2319.00
2060.73
2060.73
2060.73
2060.73
3445.18
3445.18
3445.18
3445.18
3387.03
3387.03
3387.03
3387.03
1636.59
1832.09
2035.43
2455.33
434.60
434.60
434.60
434.60
436.30
436.30
436.30
436.30
435.20
435.20
435.20
435.20
ELMIN
436.30
436.30
436.30
436.30
437.40
437.40
437.40
437.40
438.23
438.23
438.23
438.23
438.10
438.10
438.10
438.10
5.22
4.78
4.13
3.52
28870.000 452.39 13300.00 610.00
28870.000 454.36 18900.00 610.00
28870.000 455.53 21300.00 610.00
* 28870.000 459.06 36200.00 610.00
29610.000 453.04 13300.00 650.00
29610.000 454.82 18900.00 650.00
29610.000 455,84 21300.00 650.00
29610.000 459.23 36200.00 650.00
4.14
4.38
4.25
4.76
910.03
961.78
996.21
1108.32
2511.38
2505.51
2500.48
2494.00
2641.84
2635.08
2630.04
2619.58
2433.63
2427.00
2421.86
2416.98
SSTA
2337.45
2329.51
2324.87
2319.00
2071.18
2064.04
2055.00
2055.00
3460.92
3453.81
3449.94
3445.00
3410.70
3403.91
3400.31
3387.00
30570.000 453.49 13300.00 900.00 4.86 683.77
30570.000 455.27 18900.00 900.00 5.17 769.81
30570.000 456.23 21300.00 900.00 5.03 817.55
30570.000 459.62 36200.00 900.00 5.40 1437.16
31230.000 453.87 13300.00 620.00 5.75 239.17
31230.000 455.57 18900,00 620.00 6.90 404.50
31230.000 456,47 21300.00 620.00 7.08 499.44
* 31230.000 459.87 36200.00 620,00 7.84 1425.88
2470.00
2470.00
2470.00
2470.00
4020.00
4020.00
4020.00
4020.00
3837.00
3837.00
3837.00
3837.00
2764.65
2769.42
2773.51
2780.00
3973.82
3983.62
3990.92
4138.09
2929.24
3944.82
3985.02
4101.87
ENDST
4631.59
4711.60
4810.21
4872.98
3161.27
3173.75
3180.85
3204.58
4521.94
4543.26
4554.89
5905.36
3698.48
4411.42
4471.29
4918.09
32150.000 454.47 13300.00 920.00 8.81 144.42 3400.00 3525.00 437.00 3406.93 4384.86
32150.000 456.25 18900.00 920.00 10,93 233.07 3400.00 3525.00 437.00 3404.88 4393.75
32150.000 457.12 21300.00 920.00 11.50 257.31 3400.00 3525.00 437.00 3403.88 4398.12
32150.000 460.75 36200.00 920.00 12.97 1417.70 3400.00 3525.00 437.00 3040.00 4703.29
32200.000 454.04 13300.00 50.00 12.00 129.02 3390.50
32200.000 455.69 18900.00 50.00 14.43 145.86 3390.50
32200.000 456.55 21300.00 50.00 14.96 154.48 3390.50
* 32200.000 459.20 36200.00 50,00 20.00 180.96 3390.50
3412.86
3407.89
3405.31
3397.39
3412.53
3407.01
3404.24
3050.00
3539.50
3539.50
3539.50
3539.50
3539.50
3539.50
3539.50
3539.50
32230.000 454.16 13300.00 50.00 11.87 130.15 3390.50
32230.000 455.99 18900.00 50.00 14.02 148.82 3390.50
32230.000 456.91 21300.00 50.00 14.46 158.07 3390.50
* 32230.000 462.74 36200.00 50.00 14.94 485.27 3390.50
435.00
435.00
435.00
435.00
435.00
435.00
435.00
435.00
4393.82
4397,85
4399.30
4403.75
4394.02
4398.34
4399.90
4409.72
PAGE
15
32258.000 455.98 9400.00 1.00 5.53 156.03 3400.00 3525.00 437.00 3405.19 4392.40
32250.000 458.61 13200.00 1.00 6.16 683.14 3400.00 3525.00 437.00 3402.17 4560.60
32250.000 459.80 14900.00 1.00
* 32250.000 466.09 36200.00 1.00
* 32305.000 455.38 9400.00 55.00
* 32305.000 458.39 13200.00 55.00
* 32305.000 459.62 14900.00 55.00
32305,000 466.12 36200.00 55.00
* 32725.000 457.61 9400.00 420.00
* 32725.000 459.92 13200.00 420.00
* 32725.000 460.93 14900.00 420.00
* 32725.000 466.33 36200.00 420.00
23AUG95 15:20:12
5.91 1123.58 3400.00 3525.00 437.00 3040.00 4640.23
4.18 2892.37 3400.00 3525.00 437.00 3040.00 5932.37
10.07 185.63 2110.00 2325.00 437.70 2173.84 3331.02
8.61 300.59 2110.00 2325.00 437.70 2164.83 3346.80
7.98 361.73 2110.00 2325.00 437.70 2161.13 3356.24
3.88 3852.65 2110.00 2325.00 437.70 124.12 3976.77
4.69 630.85 1940.00 2150.00 438.20 1578.16 3698.91
4.13 1362.31 1940.00 2150.00 438.20 1571.23 3816.09
3.58 1484.90 1940,00 2150.00 438.20 1568.22 3838.91
2.91 3908.58 1940.00 2150.00 438.20 .00 3908.58
PAGE
16
SU}94ARY OF ERRORS AND SPECIAL NOTES
WARNING SECNO~ 19230.000 PROFILE=
WARNING SECNO= 19230.000 PROFILE=
WARNING SECNO= 19230.000 PPDFILE=
WARNING SECNO~ 19230.000 PROFILE=
WARNING SECNO= 19930.000 PROFILE=
WARNING SECNO~ 19930.000 PROFILE=
$~%RNING SECNO= 19930.000 PROFILE=
~%RNING SECNO= 24400.000 PROFILE=
~RNING SECNO= 24400.000 PROFILE=
~RNING SECNO- 24400.000 PROFILE=
WARNING SECNO= 24400.000 PROFILE=
~%RNING SECNO" 24700.000 PROFILE=
WARNING SECNO= 24700.000 PROFILE=
S%~RNING SECN~ 24700.000 PROFILE=
SgARNING SECNO~ 24700.000 PROFILE=
WARNING SECNO= 25530.000 PROFILE=
WARNING SECNO= 25530.000 PROFILE=
WARNING SECNO= 26830.000 PROFILE=
WARNING SECNO= 26830.000 PROFILE=
WARNING SECNO- 26830.000 PROFILE=
WARNING SECNO= 26830.000 PROFILE=
WARNING SECNO"= 28080.000 PROFILE=
WARNING SECNO= 28080.000 PROFILE=
~URNING SECNO= 28080.000 PROFILE=
WARNING SECNO- 28080.000 PROFILE=
WARNING SECNO= 28870.000 PROFILE=
WARNING SECNO= 31230.000 PROFILE=
CAUTION SECNO= 32200.000 PROFILE=
CAUTION SECNO= 32200.000 PROFILE=
CAUTION SECNO= 32230.000 PROFILE=
WARNING SECNO= 32230.000 PROFILE=
~RNING SECNO= 32250.000 PROFILE=
WARNING SECNO= 32305.000 PROFILE=
~RNING SECNO= 32305.000 PROFILE=
~a~NING SECNO,- 32305.000 PROFILE=
~/~NING SECNO~ 32725.000 PROF/LE=
~.RNING SECNO= 32725.000 PROFILE=
$~RNING SECNO- 32725.000 PROFILEz
1
23AUG95 15:20:12
I CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE ~ANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CRITICAL DEPTH ASSUMED
4 MINIMUM SPECIFIC ENERGY
4 20 TRIALS ATTEMPTED TO BALANCE WSEL
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
PAGE
17
~RNING SECNO- 32725.000 PROFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
Proposed Conditions Model
* HEC-2 ~ATER SURFACE PROFILES
* Version 4.6.2; May 1991
* RUN DATE 25AUG95 TIME 09:30:18
* U.S. ARMY CORPS OF ENGINEERS *
* HYDROLOGIC ENGINEERING CENTER *
* 609 SECOND STREET, SUITE D *
* DAVIS, CALIFORNIA 95616-4687 *
* (916) 756-1104 *
***************************************
25AUG95 09:30:18
X X XXXXXXX XXXXX
X X X X X
X X X X
XXXXXXX XXXX
X X X
X X X X X
X X XXXXXXX XXXXX
XXXXX
*************************************
HEC-2 ~4ATER SURFACE PROFILES
Version 4.6.2; May 1991
*************************************
DENTON CREEK - PROPOSED CONDITION
DENTON CREEK - 10 YR DISCHARGE PROFILE
Ti
T2
T3 DENTON CREEK- TEXAS
J1 ICHECK INQ NINV
0 2 0
J2 NPROF IPLOT PRFVS
1 0 -1
(EXIS. RUNOFF) SPIARS & DeOTTE, INC.
FILE: "DENCRK2.DAT" PROP. CONDITIONS
IDIR STRT METRIC HVINS Q
0 0 0 0
XSECV XSECH FN ALLDC IBW
J3 VARIABLE CODES FOR SUMMARY PRINTOUT
38 1
54
J5 LPRNT NUMSEC
-10 -10
39 26 4 21
********REQUESTED SECTION NUMBERS********
NC .035 .055 .045 .1 .3
QT 4 12800 18200 20600 36200
F~MACROSS SECTION
START OF LEVEE DISTRICT
Xl 18440 33 5480 5585 10000 4500 5880
X3 0 0 0 3750 470 7650 470
GR 460 1000 448 1300 448 1800 447
GR 440 2330 440 2500 445 2600 448
GR 450 5350 451 5460 449 5480 446
GR 434 5535 431.4 5545 431.4 5555 447
GR 450 5700 450 5850 448 5920 448
GR 450 6500 448 6508 448 6515 450
GR 454 7100 460 7440 476 7650
NC .035 .055 .040 .1 .3
25AUG95 09:30:18
SPIARS & DeOTTE ADDED SECTION (8-10-95)
PROPOSED ENCROACHMENT AT STA. 6620
Xl 19230 59 5551.8 5905
X3 0 0 0 4000
GR 454 1000 450 1050
GR 446 2410 445 2450
GR 445 2710 445 2860
GR 446~ 2970 446 3020
GR 446.7 3250 447 3350
GR 447 3650 446 3710
GR 446~ 4080 446 4160
GR 447. 4740 447 4800
GR 448.0 5490 448.0 5551.8
XXXXX
X X
X
XXXXX
X
X
XXXXXXX
THIS RUN EXECUTED 25AUG95
WSEL FQ
449.70
CHNIM ITRACE
22 42 53
2250 445 2300
2750 448 5250
5515 440 5525
5560 451 5585
6125 450 6130
6520 452 6522
550 550 550
470 6620 470
448 1070 447.6 1750 447 2210
443 2600 443 2670 445 2680
444 2900 443 2920 445 2960
445 3040 443 3070 447 3100
447 3500 446 3550 444 3600
446 3850 447 3940 447 4050
446 4450 445 4550 446 4700
447.3 5010 448 5040 448.0 5280
431.7 5617 431.7 5767 447 5812
PAGE
09:30:18
PAGE
GR 447.0 5820 440 5830
GR 453.5 6100 451.5 6300
450 6630~§ 450 6830
GR
NC .035 .055 .035 .1
EXISTING AUTHORIZED ENCROACHMENT AT
431.7 5850
451.2 6370
451 6840
.3
BIRDSONG TRACT STA. 6820
440
446
456
5865
6400
6880
452
446
59O5
6625
X1 19330 65 5551.8 5965 100 100 100
X3 0 0 0 4000 470 6820 470
X4 1 450 6440
GR 454 1000 450 1050 448 1070 447.6 1750 447 2210
GR 446 2410 445 2450 443 2600 443 2670 445 2680
GR 445 2710 445 2860 444 2900 443 2920 445 2960
GR 446 2970 446 3020 445 3040 443 3070 447 3100
GR 446.7 3250 447 3350 447 3500 446 3550 444 3600
GR 447 3650 446 3710 446 3850 447 3940 447 4050
GR 446 4080 446 4160 446 4450 445 4550 446 4700
GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280
GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 5777 448 5842.2
GR 448.0 5860 445 5870 440 5880 431.7 5897 440 5915
GR 453 5965 453 5975 451.2 6080 446 6090 446 6430
GR 450 6800 450 6840 449 6845 450 6850 450 6892
GK 452 6942 454 6980 455 7915 455 8215 460 8250
NH 5 .045 5704 .035
NH 7350
FEMA CROSS SECTION
START OF PROPOSED CHANNEL IMPROVEMENTS
PROPOSED ENCROACMMENT AT STA. 6780
5996 .045 6070 .035 6190 .055
X1 19930 53 5704 6190 800 500 600
X3 0 0 0 5208 470 6780 470
GR 454.3 1000 450 1040 448 1160 449 1190 449 1210
GR 448 1220 448 1320 449 1330 450 1460 450 1520
GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420
GR 447 2540 447 3070 446.3 3240 446 3350 445 3360
GR 445 3370 446 3380 447 3460 447.5 3750 447 4070
GR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960
GR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704
GR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070
1
25AUG95 09:30:18
453
450
GR 437 6110 432 6130 437 6150
GR 452 6440 452 6520 450 6760
GR 454 7100 456 7250 458 7350
NC .055 .055 .035 .1 .3
D.M.D. CROSS SECTION (5-5-93)
X1 20980 20 1040 1413 870 420 720
X3 0 0 0 1040 470 1580 453.7
GR 452 1000 458 1035 458.1 1040 458
GR 432.3 1312 435 1365 440 1385 450
GR 452 1432 452.7 1580 452 1711 451.5
GR 452 2405 454 2440 456 2460 458
X1 20990 23 1040 1413 10 10 10
X3 0 0 0 1040 470 1457 452.1
GR 452 1000 458 1035 458.1 1040 458
GR 432.3 1312 435 1365 440 1385 450
GR 452 1432 452.1 1457 448.1 1473 448.1
GR 454.6 1557 455.5 2000 455.8 2255 455
GR 456 2460 456 2480 460 2525
D.M.D. CROSS SECTION (5-5-93)
X1 21260 26 1048 1522 380 390 380
X3 0 0 0 1048 470 1522 454
GR 452 1000 458 1042 458.4 1048 458
GR 432.5 1314 450 1382 455.5 1403 450
GR 433 1480 435 1500 440 1510 454
GR 453.6 1552 448.85 1571 448.85 1581 455.6
GR 455.9 2335 456 2430 456 2445 456
GR 460 2600
6190
6900
1045
1413
2000
2480
1045
1413
1483
2405
1054
1425
1522
1635
2495
1067
1458
1596
2290
QT 4 12800 18200 20600 36200
X1 21635 23 1061 1408 340 400 340
X3 0 0 0 1061 470 1458 454.8
GR 452 1000 458 1055 458.6 1061 458
GR 433.7 1340 435 1370 454 1408 454.8
GR 451.5 1573 454.6 1584 454.1 1594 454.1
GR 454.9 1630 455.0 1640 455.8 2100 455.0
GR 456 2422 458.0 2530 460 2570
453
452
432.3
451
450.8
460
432.3
451
454.1
455
432.5
433
454
455.6
458
433.7
451.5
454
455
D.M.D. CROSS SECTION (5-5-93)
PAGE
6220
6950
1152
1420
2255
2525
1152
1420
1547
2440
1148
1455
1533
1700
2563
1165
1471
1600
2355
X1 21645 18 1061 1408 10 10 10
X3 0 0 0 1061 470 1528 455.8
GR 452 1000 458 1055 458.6 1061 458
GR 433.7 1340 435 1370 454 1408 455.8
GR 452.0 1800 452.0 1800 451.8 2100 452.0
GR 456 2422 458.0 2530 460 2570
1
25AUG95 09:30:18
NH 5 .05 1300 .06 5094 .035 5460
NH 6780
FEMA CROSS SECTION
START OF THE PROPOSED RELOCATED CHANNEL
X1 22370 28 5094 5460 880 480 880
X3 0 0 0 5094 470 5460 454.5
GR 460 1000 449 1300 449 1750 448
GR 450 2950 450 3670 449 4010 448
GR 450.5 4970 450.5 5094 434.04 5160 434.04
GR 432.5 5320 435 5345 445 5360 446
GR 454.5 5460 454 5870 452.5 6310 452
GR 457 6610 459.5 6630 466 6780
NC .055 .055 .035 .1 .3
NH 5 .055 5468.04 .035 5694.28
NH 7550
D.E.C. CROSS SECTION
1067
1520
2290
.055
1950
4070
5220
5380
6480
433.7
454
454
6610
448
449.5
434.04
452.7
453.5
1165
1600
2355
.05
2550
4370
5280
5405
6550
.055 6610 .035 7000 .055
X1 23800 52 6610 7000 720 680 1430
X3 0 0 0 5467 470 7000 454
GR 465 1000 460 1110 457 1190 456 1280 455 1340
GR 455 1480 454 1590 453 1740 452 1860 451 1950
GR 450 2110 449 2820 449 2850 450 3280 450 3300
GR 450 3350 450 3410 451 3440 451 3540 451 3630
GR 451 4140 450.4 4190 451 4240 451 4380 450.6 4900
GR 451 5280 451 5380 451.42 5468.04 434.68 5535 434.68 5625
GR 452 5694.28 454 5820 454 5940 455 5970 455 6310
GR 454 6390 455 6410 455 6510 450 6610 450 6620
GR 440. 6640 433.3 6660 440 6680 450 6700 454 7000
GR 453 7070 454 7239 454 7240 450 7280 455 7350
GR 460 7470 470 7550
NH 5 .055 5260 .035 5510 .055 6340 .035 6940 .055
NH 12560
X1 24400 43 5260 6940 130 230 550
X3 5260 470 6940 470
GR 465 1000 460 1040 457.5 1090 459.5 1140 452 1200
GR 452 1240 457 1270 452 1340 450.5 1540 450 1700
GR 450 1940 449 2200 450 2790 450 3250 451 3340
GR 452 3870 451 4090 451 5000 452 5220 459.5 5240
GR 459.2 5260 452.3 5280 452 5310 433.5 5365 433.5 5445
GR 451.5 5510 453 5600 456.5 5950 453 6340 446 6490
GR 431.5 6640 452 6820 456 6940 457.8 7120 459 7430
GR 459.9 7670 458 9020 457.5 9240 458 9440 458.5 9940
GR 457 11240 457.5 12240 458 12560
1
25AUG95 09:30:18
.035
1230.
1870.
2910.
3800.
4350.
4780.
5140.
5300.
5970.
6480.
800
NC .055 .055 .035 .1 .3
NH 5. .055 4188.16 .035 4424.38 .055 5060.
NH 6690.
********** KH-PARCME MODEL COORDINATION 24700 - 39440 ************
CROSS SECTION 24700 IS FROM THE EIMLEY-HORN MODEL.
X1 24700. 53. 5060. 5200. 610. 80. 350.
X3 0 0 0 4187 470 5200 470
GR 465. 1000. 462. 1120. 462. 1140. 460.
GR 457. 1410, 455. 1550. 454, 1650. 453.
GR 451. 2180. 450, 2260. 451. 2630. 451.
GR 452. 3180. 452. 3340. 452. 3530. 453.
GR 453. 4110. 453. 4188.16 435.04 4260. 435.04
GR 454. 4450. 455. 4480. 455. 4510. 454.
GR 455. 4850. 451. 5000. 451. 5060. 440.
GR 440. 5170. 456. 5200. 456.3 5260. 456.6
GR 457. 5630. 458.4 5800, 459. 5900. 459.4
GR 459.9 6140. 459. 6360. 458.5 6410. 458.3
GR 459.2 6580. 460. 6670. 462. 6690.
NC .055 .065 .035 .1 .3
5200.
460.
452.
451.
453.
453.63
454.
433.9
456.9
459.7
458.7
450.4
CHANNEL DISTANCE REVISED.
PAGE
FROM KIMLEY-HORN MODEL.
X1 25530 90 2495.2 2742.67 700 560 700
X3 0 0 0 2494 470 2742.67 470
GR 469.5 500 460.5 600 455.6 700 452.9
PAGE
.055
1300.
2080,
2980.
4000.
4424.38
4800.
5155.
5400.
6050.
6500.
900
GR 449.9 1000 451.1 1100 450.6 1200 451.3
GR 451 1500 451.4 1600 451.6 1700 451.5
GR 453.1 2000 453.4 2100 454.2 2200 454.3
GR 455.33 2495.2 436.63 2570 436.63 2627.2 434.5
GR 454.8 2742.67 453.5 2780 454.0 2820 470.0
GR 455.0 2880 454.7 2905 454.7 2935 455.3
GR 470.0 3020 456.5 3020 456.5 3030 470.0
GR 456.8 3090 456.8 3100 470.0 3100 470.0
GR 456.9 3170 470 3170 470 3240 457.8
GR 470 3250 470 3315 457.9 3315 457.9
GR 470 3385 457.8 3385 457.8 3395 470
GR 458.1 3455 458.1 3465 470 3465 470
GR 457,2 3540 470 3540 470 3590 457
GR 455.9 3650 456.9 3680 470 3680 470
GR 457.6 3765 470 3765 470 3825 458
GR 470 3840 470 3905 458.4 3905 458.4
GR 470 3980 458.7 3980 458.7 4000 470
1300
1800
2300
2630
2820
2965
3030
3160
3240
3325
3395
3525
3590
3750
3825
3920
4000
450.8
452.7
455
434.40
470.0
470.0
470.0
456.8
457.8
470
470
457.2
455.9
457.6
458
470
470
1400
1900
2400
2670
2880
2965
3090
3160
3250
3325
3455
3525
3620
3750
3840
3920
4600
X1 25770 70 2495.2 2780 240 240 240
X3 0 0 0 2494 470 2780 470
GR 469.5 500 460.5 600 455.6 700 452.9 800 450.4 900
GR 449.9 1000 451.1 1100 450.6 1200 451.3 1300 450.8 1400
GR 451 1500 451.4 1600 451.6 1700 451.5 1800 452.7 1900
GR 453.1 2000 453.4 2100 454.2 2200 454.3 2300 455 2400
GR 455.33 2495.2 436.73 2570 436.73 2650 434.6 2660 434.60 2710
1
25AUG95 09:30:18
PAGE
GR 456.0 2780 456.8 2845 470.0 2845 470.0 2920 456.8 2920
GR 456.8 2940 470.0 2940 470,0 2990 456.8 2990 456.8 3010
GR 470.0 3010 470.0 3060 456.8 3060 457.2 3095 470.0 3095
GR 470.0 3145 457.2 3145 457.6 3165 470.0 3165 470.0 3210
GR 457.6 3210 457.8 3230 470.0 3230 470.0 3280 457.8 3280
GR 457.8 3300 470.0 3300 470.0 3350 457.8 3350 457.7 3370
GR 470.0 3370 470.0 3420 457.7 3420 457.3 3440 470.0 3440
GR 470.0 3490 457.3 3490 457.1 3510 470.0 3510 470.0 3540
GR 457.1 3540 456.0 3555 456.0 3590 459.6 3600 470.0 4360
.055
2900
QT 4 13300 18900
NH 5 .055 2619.58
NH 5200 .055
FROM KIMLEY-HOKN MODEL.
21300
.035
36200
2818.65
X1 26830 42 2619.58 3100 1030 960 1050
X3 0 0 0 2619.58 470 5200 470.0
GR 464.9 550 461.9 600 459.1 700 455.9
GR 451.7 1000 451.3 1100 451.2 1200 450.9
GR 452.8 1500 452.8 1600 452.4 1700 453.2
GR 453.3 2000 454.2 2100 454.4 2200 455.3
GR 455.9 2500 457.6 2600 457.35 2619.58 436.74
GR 456.91 2818.65 457.8 2900 451.6 3000 448.7
GR 436.5 3062 452 3100 454 3200 452.0
GR 442 3500 442.0 3650 442.5 3920 456.3
GR 461.9 5100 465.0 5200
.035
2700
NH 5 .055 2416.98
NH 5100
2609.7
FROM k'IMLEY-HORN MODEL.
.055
X1 28080 40 2416.98 2941 850 1000 900
X3 0 0 0 2416.98 470 5100 470
GR 466 1019 463.3 1100 463.2 1200 460
GR 460,1 1400 459.9 1500 459.2 1600 458
GR 455.6 1800 453.1 1900 453.5 2000 455.5
GR 455.4 2300 455.8 2400 455.94 2416.98 437.18
GR 457.61 2609.7 457.7 2700 456.1 2800 453.3
GR 435.3 2900 458.4 2941 456.2 2963 458.3
GR 456 3180 454 3400 452 3500 452
GR 452 3720 452 3900 460 4150 460.7
QT 4 13300 18900
NH 5 .060 2319.0
NH 5400
FROM KIMLEY-HORN MODEL.
2580
36200
2521.0
,035
0
800
1300
1800
2300
2702
3005
3230
4000
.035
1245
1659
2100
2492
2838
3000
3620
5000
.O45
25AUG95 09:30:18
3100
0
452,9
451.1
453.1
456
436.74
436.3
452
460
2941
461.5
457.1
456.3
437.18
435.2
457.4
452
464.9
2750
21300
.035
.060
.O55
0
900
1400
1900
2400
2738
3027
3290
4250
,055
1300
1700
2200
2528
2865
3100
3680
5100
.055
PAGE
X1 28870 36 2319 2810 610 900 610
X3 0 0 0 2319 470 5400 470
GR 470 900 460 1495 456 1695 456 1790 454 1930
GR 454 2000 454.8 2070 453.2 2100 457 2140 457 2190
GR 457 2319 437.5 2397 437.5 2420 437.5 2443 457 2521
GR 457.2 2521.8 454.7 2580 437.6 2600 436.3 2630 451.5 2670
GR 459.3 2750 459.3 2810 458.0 3010 456 3090 454 3200
GR 452.0 3270 452 3300 452 4340 452 4620 454 4680
GR 456 4850 460 4880 461.4 4950 467.3 5010 469.4 5210
GR 473 5400
NC
5 .055 2060.73
5100
FRCM KIMLEY-HORN MODEL.
.1
.035
.3
2253
.O55
2296
X1 29610 36 2060.73 2470 650 800 650
X3 0 0 0 2055 470 5100 470
GR 470 520 468,5 600 466.8 700 464.6
GR 462.2 1000 460.5 1100 457,8 1200 456.5
GR 454.7 1500 455.5 1600 456 1700 454.7
GR 455.1 2000 455,65 2060.73 437.83 2132 437.83
GR 460 2296 437.4 2356 437.6 2389 458.6
GR 452 2530 450 2650 449 2790 450
GR 450 3140 460 3210 464 3240 465.3
GR 470 5100
NH 5 .055 3445.18
NH 7100
3642.39
FROM KIMLEY-HORN MODEL.
.055
.035
3756
X1 30570 59 3445.18 4020 900 900 900
X3 0 0 0 3445 470 7100 470
GR 470.2 1600 468,2 1700 466.8 1800 465.4
GR 461.8 2100 458.5 2200 458.2 2300 457.5
GR 456.5 2600 456.2 2700 456.3 2800 455.6
GR 456.1 3100 456.1 3200 456.6 3300 457.3
GR 438.23 3522 438.23 3558 459.33 3642.39 459.5
GR 439.8 3778 439.8 3812 456.7 3850 458.2
GR 455.5 3924 459.2 3940 460 3950 460
GR 450 4300 450 4480 460 4600 460.2
GR 460.1 5400 459.8 5500 459.8 5517 459.1
GR 459.1 5800 459.6 5900 459.9 6000 459.9
GR 460.1 6300 460.4 6400 461 6500 462.2
GR 464.1 6800 465.4 6900 467.6 7000 470.1
1
25AUG95 09:30:18
.035
80O
1300
1800
2168
2440
3030
4900
.035
1900
2400
2900
3400
3700
3870
4020
5200
5600
6100
6600
7100
2440
463.8
455.6
454.8
459.15
458.7
45O
467
385O
463.6
457.8
455.8
457,43
455.9
451.4
450
460.1
459.1
459.7
462.9
.055
900
1400
1900
2253
2470
3070
5000
.055
2O0O
2500
3000
3445.18
3756
3884
4150
5300
5700
6200
6700
PAGE
NC .055 .055 .035
FROM KIMLEY-HORN MODEL.
X1 31230 71 3387.03 3837 620
X3 0 0 0 3387 470
GR 464.9 1000 466 1100 463
GR 462.5 1500 463 1600 462.6
GR 462.2 1800 462.1 1819 462.1
GR 459.6 2100 459 2200 459.4
GK 457.9 3213 457.9 3234 458.4
GR 438.55 3508 457.196 3582.58 456
GR 438.5 3672 459.4 3708 460
GR 459.4 3904 459.7 4000 459.1
GR 456 4260 454.8 4276 455.1
GR 457.1 4600 458.7 4700 459.8
S~ 460.2 5100 460.3 5200 461
GR 460.4 5600 460.3 5700 460.0
GR 460.4 6100 460.5 6200 460.6
GR 461.8 6600 462.4 6700 464.4
GR 470.0 7100
700
7100
1200
1700
1834
2272
3300
3614
3800
4100
4300
4800
5300
5800
6300
6800
620
470
463
462.4
461.3
458.4
459.79
438.6
460.8
458
455.4
459.8
460.1
460.0
460.8
465.6
1300
1755
1900
2800
3387.03
3646
3837
4200
4400
4900
5400
5900
6400
6900
463.2
462.3
460.1
457.9
438.55
438.1
460.3
457.5
456.9
460.2
460.3
460.8
461.3
467.6
1400
1770
2000
3154
3472
3661
3869
4236
4500
5000
5500
6000
6500
7000
NC .055 .055 .035
Xl 32150 40 3400 3525 900 950 920
X3 0 0 0 3040 470 6180 470
GR 470 1000 461 1600 461 1800 458 2000 459 2100
GR 457 2200 457 2220 459 2320 456.5 2620 455 2640
GR ' 457 2650 456.5 2680 459 2900 459 3100 460 3200
GR 461.5 3300 460.5 3400 437 3427 437 3440 437 3470
GR 437 3475 437 3489 447 3505 460 3525 461.5 3650
GR 458 3920 459 3980 458 4240 456 4280 456 4350
GR 452 4350 453.5 4380 457.5 4400 458 4520 461 4720
GR 461 5110 462 5200 462 5460 464 5800 470 6180
NC 0.055 0.055 0.015
NH 5. .055 3390.5
NH 5734.
Xl 32200. 62. 3390.5
X3 0 0
BT -9. 3380. 465.
BT 3740. 464.
BT 4190. 466.
GR 472. 900. 467.
GR 456.5 2201. 456.5
GR 460.5 2610. 456.5
GR 465. 3380. 460.
GR 463.0 3432.01 463.0
GR 445. 3495. 463.
GR 461.5 3539.5 460.
.055
50.
5734
465.
463.6
466.9
1700.
2222.
2635.
3390.5
3435.
3497.99
3552.
0.3
.015
4366.
50.
470
463.
465.4
460.5
459.5
461.0
450.
435.0
446.5
466.
3539.5
3050
463.
1310.
2221.
2611.
3381.
3434.99
3495.01
3550.
3600.
3960.
2000.
2430.
3000.
3425.
3455.
3498.
3600.
0.5
3539.5
4411.
466.
464.
466.8
461.5
459.5
462.
446.5
435.
450.0
464.
50.
470
3552.
3880.
4340.
462.
461.5
460.5
461.5
445.
463.
465.
465.4
2200.
2520.
3280.
3432.
3475.
3505.
3740.
GR 463.6 3880. 464. 3960. 466. 4190. 466.9 4340. 465.4 4340.
GR 463.5 4340. 452.8 4365. 465.4 4365. 465.4 4366. 450.7 4366.
GR 449.9 4380. 451.5 4389. 455.2 4396. 465.4 4396. 465.4 4397.
GR 455.2 4397. 463.5 4411. 465.4 4411. 466.9 4411. 466.8 4434.
1
25AUG95 '09:30:18
GR 465.7 4534. 465.1 4634. 464. 4734. 463.2
GR 464.4 5014. 466. 5734.
X1 32230. 0. 0. 0. 50. 50. 50.
X2 0. 0. 0. 1.
X3 0 0 0 3850 470 6180 470
4834.
0.
463.5
0.
4934.
0.
QT 4 9400 13200 14900 36200
NC 0.055 0.055 0.045 0.1 0.3 0. 0. 0. 0. 0.
X1 32250. 41. 3400. 3525. 1. 1. 1.
K3 0 0 0 3040 470 6180 470
GR 470. 1000. 461. 1600. 461. 1800. 458. 2000. 459. 2100.
GR 457. 2200. 457. 2220. 459. 2320. 456.5 2620. 455. 2640.
GR 457. 2650. 456.5 2680. 459. 2900. 459. 3100. 460. 3200.
GR 461.5 3300. 461.5 3300. 460.5 3400. 437. 3427. 437. 3440.
GR 437. 3470. 437. 3475. 437. 3489. 447. 3505. 460. 3525.
GR 461.5 3650. 458. 3920. 459. 3980. 458. 4240. 456. 4280.
GR 456. 4350. 452. 4350. 453.5 4380. 457.5 4400. 458. 4520.
GR 461. 4720. 461. 5100. 462. 5200. 462. 5460. 464. 5800.
GR 470. 6180.
NH 6. 0.050 1323. 0.055 1740. 0.060 2110. .045 2325. 0.055
NH 3570. 0.050 4000.
Xl 32305. 53. 2110. 2325. 55. 55. 55.
GR 470. 50. 470. 50. 470. 50. 470. 50. 470. 50.
GR 467. 50. 466. 135. 465. 220. 465. 1323. 461. 1335.
GR 461. 1740. 461. 1740. 461. 1740. 462. 1825. 463. 1890.
GR 464. 1975. 465. 2045. 465. 2110. 464. 2125. 463. 2140.
GR 460. 2160. 455. 2175. 450. 2204. 445. 2218. 440. 2225.
GR 437.7 2232. 438. 2239. 440. 2245. 445. 2253. 450. 2263.
GR 455. 2281. 460. 2325. 461. 3050. 460. 3140. 459. 3180.
GR 458. 3200. 457. 3218. 455. 3265. 452. 3283. 451. 3289.
GR 451. 3292. 452. 3308. 455. 3329. 459. 3350. 460. 3360.
GR 461. 3369. 462. 3400. 461. 3570. 462. 3910. 463. 3930.
GR 464. 3940. 465. 3970. 470. 4000.
NH 6. 0.050 1273. 0.055 1568. 0.060 1940. 0.045 2150. 0.055
NH 3840. 0.050 3960.
X1 32725. 53. 1940. 2150. 380. 520. 420.
GR 470. 0.0 470. 0.0 470. 0.0 470. 0.0 470. 0.0
GR 465. 0.0 464. 90. 465. 180. 465. 1273. 461. 1285.
GR 461. 1568. 453. 1592. 453. 1842. 464. 1895. 464. 1895.
GR 463. 1940. 460. 1960. 455. 1981. 450. 2002. 445. 2018.
GR 440. 2025. 439. 2030. 438.2 2040. 439. 2050. 440. 2053.
GR 445. 2070. 450. 2080. 455. 2090. 460. 2124. 461. 2150.
GR 461. 2165. 461. 2500. 463. 2700. 463. 2805. 460. 2885.
GR 459. 3350. 455. 3685. 452. 3615. 455. 3628. 459. 3632.
GR 459. 3677. 458. 3681. 457. 3689. 457. 3694. 458. 3702.
GR 459. 3710. 460. 3825. 461. 3840. 462. 3850. 463. 3865.
GR 464. 3875. 465. 3890. 470. 3960.
1
25AUG95 09:30:16
T1
T2 DENTON CREEK - 50 YR DISCHARGE PROFILE
T3 DERTON CREEK - TEXAS FILE: "DENTCK2.DAT#
J1 ICHECK INQ NINV IDIR STRT METRIC
0 3 0 0 0 0
J2 NPROF IPLOT PRFVS XSECV XSECH FN
2 0 -I
i
25AUG95 09:30:18
DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC.
HVINS Q WSEL
0 0 450.50
ALLDC IBW CHNIM
T1
T2 DENTON CREEK - 100 YR DISCHARGE PROFILE
T3 DENTON CREEK - TEXAS FILE: NDENTCK2.DAT"
J1 ICHECK INQ NINV IDIR STRT METRIC
0 4 0 0 .000452 0
J2 NPROF IPLOT PRFVS XSECV XSECH FN
3 0 -1
i
25AUG95 09:30:18
DENTON CREEK - PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC.
ITRACE
ITRACE
HVINS Q WSEL
0 0 450.70
ALLDC IBW CHNIM
PAGE
PAGE
PAGE
PAGE
10
11
12
T1 DENTON CREEK- PROPOSED CONDITION (EXIS. RUNOFF) SPIARS & DeOTTE, INC.
T2 DENTON CREEK - 500 YR DISCHARGE PROFILE
T3 DENTON CREEK - TEXAS FILE: "DENTCK2. DAT"
J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL
0 5 0 0 .000452 0 0 0 451.80
J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM
15 0 -1
1
25AUG95 09:30:18
ITRACE
PAGE
13
THIS RUN EXECUTED 25AUG95
*************************************
HEC-2 WATER SURFACE PROFILES
Version 4.6.2; May 1991
*************************************
NOTE- ASTER/SE (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SbT~4ARY OF ERRORS LIST
DENTON CREEK - TEXAS
SUMMARY PRINTOUT
SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN
18440.000 449.70 12800.00 .00 5.71 1975.68 5480.00 5585.00 431.40
18440.000 450.50 18200.00 .00 4.96 2649.88 5480.00 5585.00 431.40
18440.000 452.11 20600.00 .00 2.78 2803.63 5480.00 5585.00 431.40
18440.000 453.68 36200.00 .00 3.11 3256.99 5480.00 5585.00 431.40
SSTA
3750.00
3750.00
3750.00
3750.00
ENDST
6519.25
6520.50
6553.63
7006.99
* 19230.000 450.06 12800.00 550.00 1.75 2141.91 5551.80 5905.00 431.70 4000.00 6620.00
* 19230.000 450.81 18200.00 550.00 2.14 2148.81 5551.80 5905.00 431.70 4000.00 6620.00
* 19230.000 452.23 20600.00 550.00 1.88 2328.77 5551.80 5905.00 431.70 4000.00 6620.00
* 19230.000 453.84 36200.00 550.00 2.59 2620.00 5551.80 5905.00 431.70 4000.00 6620.00
19330.000 450.07 12800.00 100.00 1.67 2691.54 5551.80 5965.00 431.70 4000.00 6820.00
19330.000 450.83 18200.00 100.00 2.05 2695.93 5551.80 5965.00 431.70 4000.00 6820.00
19330.000 452.24 20600.00 100.00 1.81 2763.49 5551.80 5965.00 431.70 4000.00 6820.00
19330.000 453.86 36200.00 100.00 2.49 2820.00 5551.80 5965.00 431.70 4000.00 6820.00
5208.00
5208.00
5208.00
5208.00
1077.77
1074.51
1068.78
1062.27
19930.000 450.08 12800.00 600.00 2.29 1004.08 5704.00 6190.00 432.00
* 19930.000 450.83 18200.00 600.00 2.99 1096.56 5704.00 6190.00 432.00
* 19930.000 452.23 20600.00 600.00 2.90 1371.48 5704.00 6190.00 432.00
* 19930.000 453.82 36200.00 600.00 4.29 1572.00 5704.00 6190.00 432.00
20980.000 450.13 12800.00 720.00 2.68 336.13 1040.00 1413.00 432.30
20980.000 450.91 18200.00 720.00 3.61 344.86 1040.00 1413.00 432.30
20980.000 452.28 20600.00 720.00 3.73 424.30 1040.00 1413.00 432.30
20980.000 453.85 36200.00 720.00 5.93 1360.45 1040.00 1413.00 432.30
6780.00
6780.00
6780.00
6780.00
1413.90
1419.38
1493.08
2422.72
20990.000 450.13 12800.00 10.00 2.67 336.19 1040.00 1413.00 432.30 1077.75 1413.94
20990.000 450.91 18200.00 10.00 3.60 344.90 1040.00 1413.00 432.30 1074.50 1419.40
20990.000 452.28 20600.00 10.00 3.73 420.08 1040.00 1413.00 432.30 1068.80 1488.88
20990.000 453.85 36200.00 10.00 5.95 476.92 1040.00 1413.00 432.30 1062.26 1539.17
21260.000 450.20 12800.00 380.00 2.41 394.54 1048.00 1522.00 432.50 1082.76 1518.74
21260.000 451.03 18200.00 380.00 3.23 404.83 1048.00 1522.00 432.50 1079.69 1519.45
21260.000 452.40 20600.00 380.00 3.32 421.81 1048.00 1522.00 432.50 1074.63 1520.63
21260.000 454.15 36200.00 380.00 5.19 507.54 1048.00 1522.00 432.50 1068.17 1586.23
25AUG95 09:30:18
SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN
SSTA
ENDST
21635.000 450.20 12800.00 340.00 3.09 301.96 1061.00 1408.00 433.70 1098.44 1400.41
21635.000 451.03 18200.00 340.00 4.14 306.97 1061.00 1408.00 433.70 1095.10 1402.07
21635.000 452.40 20600.00 340.00 4.27 315.22 1061.00 1408.00 433.70 1089.58 1404.80
21635.000 454.12 36200.00 340.00 6.74 332.99 1061.00 1408.00 433.70 1082.64 1415.63
21645.000 450.20 12800.00 10.00 3.09 301.97 1061.00 1408.00 433.70 1098.44 1400.41
21645.000 451.04 18200.00 10.00 4.14 306.99 1061.00 1408.00 433.70 1095.09 1402.07
21645.000 452.40 20600.00 10.00 4.27 315.23 1061.00 1408.00 433.70 1089.58 1404.80
21645.000 454.13 36200.00 10.00 6.73 333.29 1061.00 1408.00 433.70 1082.62 1415.91
09:30:23
PAGE 14
22370.000 450.35 12800.00 880.00 3.30 301.64
22370.000 451.28 18200.00 880.00 4.37 305.72
22370.000 452.64 20600.00 880.00 4.50 310.78
22370.000 454.72 36200.00 880.00 6.84 1461.18
23800.000
23800.000
23800.000
23800.000
450.59 12800.00 1430.00
451.68 18200.00 1430.00
453.04 20600.00 1430.00
455.91 36200.00 1430.00
2.61
2.80
2.53
3.54
363.55
475.33
670.79
1904.89
* 24400.000 450.88 12800.00 550.00 2.10 619.19
* 24400.000 452.16 18200,00 550.00 2.62 721.03
* 24400.000 453.48 20600.00 550.00 2.57 948.09
* 24400.000 456.29 36200.00 550.00 3.11 1626.29
* 24700.000 450.84 12800.00 350.00 2.88 345.65
* 24700,000 452.11 18200.00 350.00 3.75 460.82
* 24700.000 453.43 20600.00 350.00 3.87 523.02
* 24700.000 456.26 36200.00 350.00 5.36 1013.00
5094.00
5094.00
5094.00
5094.00
6610.00
6610.00
6610.00
6610,00
5260.00
5260,00
5260.00
5260.00
5060.00
5060.00
5060.00
5060.00
25530.000 451.03 12800.00 700.00 5.25 216.81 2495.20
25530.000 452.32 18200.00 700.00 6.68 226.61 2495.20
* 25530.000 453.57 20600.00 700.00 6.84 236.07 2495.20
* 25530.000 456.13 36200.00 700.00 9.95 248.67 2495.20
25770.000 451.31 12800.00 240.00 4.21 253.28 2495.20
25770.000 452.77 18200.00 240.00 5.32 263.92 2495.20
25770.000 454.02 20600.00 240.00 5.49 273.04 2495.20
25770.000 457.04 36200.00 240.00 7.86 286.00 2495.20
* 26830.000
* 26830,000
* 26830.000
* 26830.000
2.35
2.63
2.51
2.86
451.78 13300.00 1050.00
453.48 18900.00 1050.00
454.74 21300,00 1050.00
458,35 36200.00 1050.00
938.06
1149.60
1221.41
1518.75
* 28080.000 451.78 13300.00 900.00 5.54 241.72
* 28080.000 453.43 18900.00 900.00 6.46 778.63
* 28080.000 454.72 21300.00 900.00 6.06 956.65
* 28080.000 458.46 36200.00 900.00 5.57 1685.00
1
25AUG95
09:30:18
2619.58
2619.58
2619.58
2619.58
2416.98
2416.98
2416.98
2416.98
5460.00
5460.00
5460.00
5460.00
7000.00
7000.00
7000.00
7000.00
6940.00
6940.00
6940.00
6940.00
5200.00
5200.00
5200.0O
5200.00
2742.67
2742.67
2742.67
2742.67
2780.00
2780.00
2780.00
2780.00
3100.00
3100.00
3100.00
3100.00
2941.00
2941.00
2941.00
2941.00
432.50
432.50
432.50
432.50
433.30
433.30
433.30
433.30
431.50
431.50
431.50
431.50
433.90
433.90
433.90
433.90
434.40
434.40
434.40
434.40
434.60
434.60
434.60
434.60
436.30
436.30
436.30
436.30
435.20
435.20
435.20
435.20
SECNO CWSEL Q XLCH VCH TOPWID STCHL STCHR ELMIN
28870,000 452.39 13300.00 610.00 5.22 1636.62 2319.00
28870.000 454.36 18900.00 610.00 4.78 1832.18 2319.00
28870.000 455,53 21300.00 610.00 4.13 2035.69 2319.00
* 28870.000 459.07 36200.00 610.00 3.52 2455.79 2319.00
2810.00
2810.00
2810.00
2810,00
2470.00
2470.00
2470.00
2470.00
4020.00
4020.00
4020.00
4020.00
3837.00
3837.00
3837.00
3837.00
29610.000 453.04 13300.00 650.00 4.14 910.04
29610.000 454.82 18900,00 650.00 4.38 961,80
29610.000 455.84 21300,00 650.00 4.25 996.24
29610.000 459.23 36200.00 650.00 4.76 1108.47
4.86
5.16
5.03
5.40
683.78
769.83
817.60
1438.26
30570.000 453.50 13300.00 900.00
30570.000 455.27 18900.00 900.00
30570.000 456.23 21300.00 900.00
30570.000 459.62 36200.00 900.00
31230.000 453.87 13300.00 620,00 5.75 239.17
31230.000 455.57 18900.00 620.00 6.90 404.52
31230.000 456.47 21300.00 620.00 7.08 499.54
* 31230.000 459.87 36200.00 620,00 7.83 1426.92
2060.73
2060.73
2060.73
2060.73
3445.18
3445.18
3445.18
3445.18
3387.03
3387.03
3387.03
3387.03
436.30
436.30
436.30
436.30
437.40
437.40
437.40
437.40
438.23
438.23
438.23
438.23
438.10
438.10
438.10
438.10
5094.59
5094.00
5094.00
5094.00
5471.35
5467.00
5467.00
5467.00
5313.33
5294.65
5276.59
5268.45
4196.78
4191.73
4187.00
4187.00
2512.42
2507.23
2502.23
2494.00
2511.37
2505.51
2500.48
2494.00
2641.84
2635.08
2630.04
2619.58
2433.63
2427.00
2421.85
2416.98
SSTA
2337.45
2329.51
2324.87
2319.00
2071.18
2064.04
2055.00
2055.00
3460.92
3453.81
3449.93
3445.00
3410.70
3403.91
3400.31
3387.00
5396.24
5399.72
5404.78
6555.18
6744.41
6825.80
6927.68
7371.89
6810.17
6824.61
6864.25
6940.00
5190.33
5192.70
5195.19
5200.00
2729.23
2733.84
2738.30
2742.67
2764.65
2769.43
2773.52
2780.00
3973.82
3983.62
3990.93
4138.33
2929.25
3944.85
3985.08
4101,98
ENDST
4631,60
4711.65
4810.33
4873.00
3161.27
3173.75
3180.86
3204.59
4521.94
4543.26
4554.90
5906.11
3698.48
4411.44
4471.35
4918.68
32150.000 454.47 13300.00 920.00 8.81 144.43 3400.00 3525.00 437.00 3406.93 4384.86
32150.000 456.25 18900.00 920.00 10.93 233.08 3400.00 3525.00 437.00 3404.88 4393.75
32150.000 457.12 21300.00 920.00 11.50 257.33 3400.00 3525.00 437.00 3403.88 4398.13
32150.000 460.75 36200.00 920.00 12.97 1418.73 3400.00 3525.00 437.00 3040.00 4703.46
32200.000 454.04 13300.00 50.00 12.00 129.02 3390.50 3539.50 435.00 3412.86 4393.82
32200.000 455.69 18900.00 50.00 14.43 145.86 3390.50 3539.50 435.00 3407.89 4397.85
32200.000 456.55 21300.00 50,00 14.96 154.50 3390.50 3539.50 435.00 3405.31 4399.30
* 32200.000 459.20 36200.00 50,00 20.00 180.96 3390.50 3539.50 435.00 3397.39 4403,75
32230,000 454.16 13300.00 50.00 11.87 130.14 3390.50 3539.50 435.00 3412.53 4394.02
32230.000 455.99 18900.00 50.00 14.02 148.83 3390.50 3539.50 435.00 3407.01 4398.35
32230.000 456.91 21300.00 50.00 14.46 158.06 3390.50 3539.50 435.00 3404.24 4399.90
* 32230.000 462.74 36200,00 50.00 14.94 485.27 3390.50 3539.50 435.00 3050.00 4409.72
3405,19
3402,17
3040.00
3040.00
3400.00
3400.00
3400.00
3400.00
455.98 9400.00 1.00
458.61 13200.00 1.00
459.80 14900.00 1.00
466.09 36200.00 1.00
156.03
683.22
1123.56
2892.37
185.63
300.59
361.73
3852.65
32250.000
32250.000
32250.000
* 32250.000
3525.00
3525,00
3525.00
3525.00
2325.00
2325,00
2325.00
2325.00
5.53
6.16
5.91
4.18
* 32305.000 455.38 9400.00 55.00 10.07
* 32305.000 458.39 13200.00 55.00 8.61
* 32305.000 459.62 14900.00 55.00 7.98
32305.000 466.12 36200.00 55.00 3.88
437.00
437.00
437.00
437.00
437.70
437.70
437.70
437.70
2110.00
2110,00
2110.00
2110.00
2173.84
2164.83
2161.13
124.12
4392.41
4560.61
4640.22
5932.37
3331.02
3346.80
3356.23
3976.77
PAGE
15
* 32725.000 457.61 9400.00 420.00 4.69 630.85 1940.00 2150.00 438.20 1578.16 3698.91
* 32725.800 459.92 13200.00 420.00
* 32725.000 460.93 14900.00 420.00
* 32725.000 466.33 36200.00 420.00
1
25AUG95 ' 09:30:18
4.13 1362.37 1940.00 2150.00 438.20 1571.23 3816.10
3.58 1484.90 1940.00 2150.00 438.20 1568.22 3838.91
2.91 3908.58 1940.00 2150.00 438.20 .00 3908.58
PAGE
16
SU~94ARY OF ERRORS AND SPECIAL NOTES
WARNING SECNO- 19230.000 PROFILE=
WARNING SECNO= 19230.000 PROFILE=
R~ARNING SECNO- 19230.000 PROFILE-
$~RNING SECNO- 19230.000 PBDFILE=
WARNING SECNO- 19930.000 PROFILE=
WARNING SECNO= 19930.000 PROFILE=
WARNING SECNO- 19930.000 PROFILE~
WARNING SECNO= 24400.000 PROFILE=
WARNING SECNO- 24400.000 PROFILETM
~IARNING SECNO- 24400.000 PROFILE=
WARNING SECNO- 24400.000 PROFILE=
WARNING SECNO- 24700.000 PROFILE=
WARNING SECNO= 24700.000 PROFILE=
~a. RNING SECNO= 24700.000 PROFILE=
WARNING SECNO~ 24700.000 PROFILE=
WARNING SECNO= 25530.000 PROFILE=
WARNING SECNO= 25530.000 PROFILE=
~ARNING SECNO- 26830.000 PROFILE=
WAP~ING SECNO= 26830.000 PROFILE=
WARNING SECNO- 26830.000 PROFILE=
WARNING SECNO~ 26830.000 PROFILE=
WARNING SECNO~ 28080.000 PBDFILE=
WARNING SECNO= 28080.000 PROFILE=
~%RNING SECNO' 28080.000 PROFILE=
WAENING SECNO- 28080.000 PROFILE=
WARNING SECNO"= 28870.000 PROFILE=
R~RNING SECNO- 31230.000 PROFILE=
CAUTION SECNO- 32200.000 PROFILE-
CAUTION SECNO* 32200.000 PROFILE=
CAUTION SECNO- 32230.000 PROFILE=
~RNING SECNO= 32230.000 PROFILE=
~RNING SECNO= 32250.000 PROFILE-
~5~RNING SECNO~ 32305.000 PROFILE=
~NING SECNO= 32305.000 PROFILE=
~%~9NING SECNO- 32305.000 PROFILE=
WARNING SECNO- 32725.000 PRDFILE=
WARNING SECNO~ 32725.000 PROFILE=
WARNING SECNO- 32725.000 PROFILE-
I
25AUG95 09:30:18
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CRITICAL DEPTH ASSUMED
4 MINIMUM SPECIFIC ENERGY
4 20 TRIALS ATTEMPTED TO BALANCE WSEL
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
PAGE
17
WARNING SECNO- 32725.000 PRDFILE- 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
Floodway Model
* HEC-2 WATER SURFACE PROFILES
* Version 4.6.2; May 1991
* RUN DATE 23AUG95 TIME 15:11:17
U.S. ARMY CORPS OF ENGINEERS
HYDROLOGIC ENGINEERING CENTER
609 SECOND STREET, SUITE D
DAVIS, CALIFORNIA 95616-4687
(916) 756-1104
***************************************
23AUG95 15:11:17
*************************************
HEC-2 ~%~TER SURFACE PROFILES
Version 4.6.2; May 1991
*************************************
X X XXXXXXX
X X X
X X ×
XXXXXXX XXXX
X X X
X X X
X X XXXXXXX
XXXXX
X X
X
X
X
X X
XXXX×
T1 DENTON CREEK - EXISTING (Modified KoH F.I.S. encroachment model)
T2 DENTON CREEK - 100 YR DISCHARGE PROFILE
T3 DENTON CREEK, TEXAS FILE: DENCRK4.DAT FLOODWAY MODEL
J1 IC~ECK [NQ NINV IDIR STRT METRIC HVINS Q
0 4 0 0 0 0 0
J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW
1 0 -1
J3 VARIABLE CODES FOR SUMMARY PRINTOUT
38 I 50
110 200
J5 LPRNT NUMSEC
-10
NC .035 .055 .045
QT 8 20600 20600
ET 3750 7650
X1 18440 33 5480
GR 460 1000 448
GR 440 2330 440
GR 450 5350 451
GR 434 5535 431.4
GR 450 5700 450
GR 450 6500 448
GR 454 7100 460
53 54 21 22
********REQUESTED SECTION NUMBERS********
X×XXX
X X
×
XXXXX
X
X
XXXXXXX
THIS RUN EXECUTED 23AUG95
WSEL FQ
452.11
CHNIM IT~ACE
4 43 42
.1 .3
20600 20600 20600 20600 20600 20600
2.1 7.1 3750 5585
5585 10000 4500 5880
1300 448 1800 447 2250 445
2500 445 2600 448 2750 448
5460 449 5480 446 5515 440
5545 431.4 5555 447 5560 451
5850 448 5920 448 6125 450
6508 448 6515 450 6520 452
7440 476 7650
PAGE 1
15:11:17
2300
5250
5525
5585
6130
6522
NC .035 .055 .040 .1 .3
ET 4000 8250 2.1 7.1 4000 5905
X1 19230 59 5551.8 5905 550 550 550
GR 454 1000 450 1050 448 1070 447.6 1750 447 2210
GR 446 2410 445 2450 443 2600 443 2670 445 2680
GR 445 2710 445 2860 444 2900 443 2920 445 2960
GR 446 2970 446 3020 445 3040 443 3070 447 3100
GR 446.7 3250 447 3350 447 3500 446 3550 444 3600
GR 447 3650 446 3710 446 3850 447 3940 447 4050
GR 446 4080 446 4160 446 4450 445 4550 446 4700
GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280
1
23AUG95
15:11:17
GR 448.0 549~ 448.0 5551.8 431.7 5617 431.7 5767 447
GR 447.0 5820 440 5830 431.7 5850 440 5865 452
GR 453.5 6100 451.5 6300 451.2 6370 446 6400 446
GR 450 6630 450 6830 451 6840 456 6880
PAGE
5812
5905
6625
NC .035 .055 .035 .1 .3
ET 4000 8250 2.1 7.1 4000 5965
X1 19330 65 5551.8 5965 100 100 100
X4 1 450 6440
GR 454 1000 450 1050 448 1070 447.6 1750 447 2210
GR 446 2410 445 2450 443 2600 443 2670 445 2680
GR 445 2710 445 2860 444 2900 443 2920 445 2960
GR 446 2970 446 3020 445 3040 443 3070 447 3100
GR 446.7 3250 447 3350 447 3500 446 3550 444 3600
GR 447 3650 446 3710 446 3850 447 3940 447 4050
GR 446 4080 446 4160 446 4450 445 4550 446 4700
GR 447 4740 447 4800 447.3 5010 448 5040 448.0 5280
GR 448.0 5490 448.0 5551.8 431.7 5617 431.7 5777 448 5842.2
GR 448.0 5860 445 5870 440 5880 431.7 5897 440 5915
GR 453 5965 453 5975 451.2 6080 446 6090 446 6430
GR 450 6800 450 6840 449 6845 450 6850 450 6892
GR 452 6942 454 6980 455 7915 455 8215 460 8250
5996 .045 6070 .035 6190 .055
NH 5 .045 5704 .035
NH 7350
ET 5208 7350 2.1 7.1 5208 6190
X1 19930 53 5704 6190 800 500 600
GR 454.3 1000 450 1040 448 1160 449 1190 449 1210
GR 448 1220 448 1320 449 1330 450 1460 450 1520
GR 449 1530 447.2 1900 447 2170 446.2 2280 446.4 2420
GR 447 2540 447 3070 446.3 3240 446 3350 445 3360
GR 445 3370 446 3380 447 3460 447,5 3750 447 4070
GR 447 4090 448 4150 448.5 4300 448.5 4660 448.5 4960
GR 448.5 5130 448.5 5400 448.5 5600 448.5 5700 448.5 5704
GR 432 5770 432 5930 448.5 5996 448.5 6050 448.5 6070
GR 437 6110 432 6130 437 6150 453 6190 453 6220
GR 452 6440 452 6520 450 6760 450 6900 452 6950
GR 454 7100 456 7250 458 7350
NC .055 .055 .035 .i ,3
ET 1040 1580 2.1 2.1
X1 20980 20 1040 1413 870 420 720
GR 452 1000 458 1035 458.1 1040 458
GR 432.3 1312 435 1365 440 1385 450
GR 452 1432 452.7 1580 452 1711 451.5
GR 452 2405 454 2440 456 2460 458
1045 432.3 1152
1413 451 1420
2000 450.8 2255
2480 460 2525
ET 1040 1580 2.1 2.1 1040 1580
X1 20990 23 1040 1413 10 10 10
GR 452 1000 458 1035 458.1 1040 458 1045 432.3
GR 432.3 1312 435 1365 440 1385 450 1413 451
GR 452 1432 452.1 1457 448.1 1473 448.1 1483 454.1
GR 454.6 1557 455.5 2000 455.8 2255 455 2405 455
GR 456 2460 458 2480 460 2525
1
23AUG95 15:11:17
ET 1048 1522 2.1 2.1
Xl 21260 26 1048 1522 380 390 380
SK 452 1000 458 1042 458,4 1048 458
GR 432.5 1314 450 1382 455.5 1403 450
GR 433 1480 435 1500 440 1510 454
GR 453.6 1552 448.85 1571 448.85 1581 455.6
GR 455.9 2335 456 2430 456 2445 456
GR 460 2600
ET
X1
GR
1152
1420
1547
2440
GR
GR
GR
GR
1054 432.5 1148
1425 433 1455
1522 454 1533
1635 455.6 1700
2495 458 2563
1061 1408 7.1 2.1 1061 1528
21635 23 1061 1408 340 400 340
452 1000 458 1055 458.6 1061 458 1067 433.7
433.7 1340 435 1370 454 1408 454.8 1458 451.5
451,5 1573 454.6 1584 454.7 1594 454.8 1596 454.9
454.9 1630 454.90 1640 455.8 2100 455.0 2290 455.0
456 2422 458 2530 460 2570
ET 1061 1408 7.1 2.1 1061 1528
X1 21645 18 1061 1408 10 10 10
GR 452 1000 458 1055 458.6 1061 458 1067 433.7
GR 433.7 1340 435 1370 454 1408 455.8 1520 454
GR 452.0 1800 452.0 1800 451.8 2100 452.0 2290 454
GR 456 2422 458.0 2530 460 2570
1165
1471
1600
2355
1165
1600
2355
PAGE 3
NH 5 .05 1300 .06 5094 .035 5460 .055 6610 .05
NH 6780
ET 5094 6780 2.1 7.1 5094 5460
X1 22370 28 5094 5460 880 480 880
GR 460 1000 449 1300 449 1750 448 1950 448 2550
GR 450 2950 450 3670 449 4010 448 4070 449.5 4370
GR 450.5 4970 450.5 5094 434.04 5160 434.04 5220 434.04 5280
GR 432.5 5320 435 5345 445 5360 446 5380 452,7 5405
GR 454.5 5460 454 5870 452.5 6310 452 6480 453.5 6550
GR 457 6610 459.5 6630 466 6780
1
23AUG95 15:11:17
PAGE 4
T1 DENTON CREEK - ENCROACHMENT
J1 ICHECK INQ NINV IDIR STRT
0 6 0 0 0
J2 NPROF IPLOT PRFVS XSECV XSECH
15 0 -1
1
23AUG95 15:11:17
METRIC HVINS Q WSEL FQ
0 0 0 453.12
FN ALLDC IBW CHNIM ITRACE
PAGE
THIS RUN EXECUTED 23AUG95
*************************************
NEC-2 WATER SURFACE PROFILES
Version 4.6.2; May 1991
*************************************
NOTE- ASTER/$K (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST
DENTON CREEK, TEXAS
SUS~4ARY PRINTOUT
SECNO CWSEL DIFWSP SSTA ENDST STCHL STCHR TOPWID Q
18440.000 452.11 .00 3750.00 6553.79 5480.00 5585.00 2803.79 20600.00
18440.000 453.12 1.01 3750.00 5585.00 5480.00 5585.00 1835.00 20600.00
19230.000 452.23 .00 4000.00 6849.88 5551.80 5905.00 2558.78 20600.00
19230.000 453.22 .99 4000.00 5905.00 5551.80 5905.00 1905.00 20600.00
19330.000 452.24 .00 4000.00 6946.79 5551.80 5965.00 2890.28 20600.00
19330.000 453.23 .99 4000.00 5965.00 5551.80 5965.00 1965.00 20600.00
19930.000 452.23 .00 5208.00 6967.57 5704.00 6190.00 1559.18 20600.00
19930.000 453.23 1.00 5208.00 6190.00 5704.00 6190.00 982.00 20600.00
20980.000 452.28 .00 1068.78 1492.79 1040.00 1413.00 424.01 20600.00
20980.000 453.27 .99 1064.67 1580.00 1040.00 1413.00 515.33 20600.00
20990.000 452.29 .00 1068.81 1527.60 1040.00 1413.00 458.79 20600.00
20990.000 453.27 .99 1064.70 1538.12 1040.00 1413.00 473.41 20600.00
21260.000 452.40 .00 1074.64 1520.63 1048.00 1522.00 421.77 20600.00
21260.000 453.37 .97 1071.07 1521.46 1048.00 1522.00 433.74 20600.00
21635.000 452.40 .00 1089.59 1528.00 1061.00 1408.00 375.74 20600.00
21635.000 453.36 .96 1085.71 1406.72 1061.00 1408.00 321.02 20600.00
21645.000 452.40 .00 1089.58 1404.80 1061.00 1408.00 315.21 20600.00
21645.000 453.36 .96 1085.70 1406.73 1061.00 1408.00 321.03 20600.00
22370.000 452.64 .00 5094.00 6509.83 5094.00 5460.00 551.46 20600.00
22370.000 453.57 .93 5094.00 5431.64 5094.00 5460.00 337.64 20600.00
23AUG95 15:11:17
ELMIN
431.40
431.40
431.70
431.70
431.70
431.70
432.00
432.00
432.30
432.30
432.30
432.30
432.50
432.50
433.70
433.70
433.70
433.70
432.50
432.50
DENTON CREEK, TEXAS
SUI~4ARY PRINTOUT TABLE 110
15:11:18
PAGE 6
SECNO CWSEL DIFKWS EG TOPWID QLOB QCH QROB PERENC STENCL STCHL STCHR STENCR
18440.000 452.11 .00 452.19 2803.79 15160.62 2633.46 2805.92 3900.00 3750.00 5480.00 5585.00 7650.00
18440.000 453.12 1.01 453.19 1835.00 18066.85 2533.15 .00 1835.00 3750.00 5480.00 5585.00 5585.00
19230.000 452.23 .00 452.27 2558.78 9172.57 10098.53 1328.90 4250.00 4000.00 5551.80 5905.00 8250.00
19230.000 453.22 .99 453.26 1905.00 10702.97 9897.03 .00 1905.00 4000.00 5551.80 5905.00 5905.00
19330.000 452.24 .00 452.28 2890.28 8003.22 10792.82 1803.96 4250.00 4000.00 5551.80 5965.00 8250.00
19330.000 453.23 .99 453.26 1965.00 9636.98 10963.02 .00 1965.00 4000.00 5551.80 5965.00 5965.00
19930.000 452.23 .00 452.35 1559.18 1676.06 18628.60 295.34 2142.00 5208.00 5704.00 6190.00 7350.00
19930.000 453.23 1.00 453.33 982.00 2401.67 18198.33 .00 982.00 5208.00 5704.00 6190.00 6190.00
20589.16 10.84 540.00 1040.00 1040.00 1413.00 1580.00
20980.000 452.28 .00 452.50 424.01 .00
20980.000 453.27 .99 453.46 515.33 .00 20531.75 68.25 540.00 1040.00 1040.00 1413.00 1580.00
20990.000 452.29 .00 452.50 458.79 .00 20470.12 129.89 540.00 1040.00 1040.00 1413.00 1580.00
20384.59 215.41 540.00 1040.00 1040.00 1413.00 1580.00
20990.000 453.27 .99 453.46 473.41 .00
21260.000 452.40
21260.000 453.37
21635.000 452.40
21635.000 453.36
21645.000 452.40
21645.000 453.36
22370.000 452.64
22370.000 453.57
23AUG95 15:11:17
.00
.97
.00
.96
.00
.96
.00
.93
SU}94ARY OF ERRORS AND SPECIAL NOTES
WARNING SECNO= 19230.000 PROFILE=
WARNING SECNO= 19230.000 PROFILE=
WARNING SECNO~ 19930.000 PROFILETM
WARNING SECNO=- 19930.000 PROFILE=
1
23AUG95 15:11:17
452.57 421.77 .00 20600.00 .00 474.00 1048.00 1048.00 1522.00 1522.00
453.52 433.74 .00 20600.00 .00 474.00 1048.00 1048.00 1522.00 1522.00
452.68 375.74 .00 20578.54 21.46 467.00 1061.00 1061.00 1408.00 1528.00
453.61 321.02 .00 20600.00 .00 347.00 1061.00 1061.00 1408.00 1408.00
452.68 315.21 .00 20600.00 .00 467.00 1061.00 1061.00 1408.00 1528.00
453.61 321.03 .00 20600.00 .00 347.00 1061.00 1061.00 1408.00 1408.00
452.95 551.46 .00 20580.52 19.48 1686.00
453.85 337.64 .00 20600.00 .00 366.00
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE
5094.00
5094.00
5094.00
5094.00
5460.00
5460.00
PAGE
PAGE
6780.00
5460.00
FLOODWAY DATA, DENTON CREEK, TEXAS
PROFILE NO. 2
STATION
....... FLOODWAY ....... WATER SURFACE ELEVATION
WIDTH SECTION MEAN WITH WITHOUT DIFFERENCE
AREA VELOCITY FLOODWAY FLOODWAY
18440.000 1835
19230.000 1905
19330.000 1965
19930.000 982
20980.000 515
20990.000 473
21260.000 450
21635.000 321
21645.000 321
22370.000 338
9496. 2.2 453.1 452.1 1.0
15646. 1.3 453.2 452.2 1.0
16300. 1.3 453.2 452.2 1.0
9304. 2.2 453.2 452.2 1.0
6037. 3.4 453.3 452.3 1.0
6172. 3.3 453.3 452.3 1.0
6624. 3.1 453.4 452.4 1.0
5128. 4.0 453.4 452.4 1.0
5128. 4.0 453.4 452.4 1.0
4880. 4.2 453.5 452.6 .9
F.I.R.M. Rate Map
mrm, ne if (iooa ,~,uranCe ,¢. ,.~,,~;iible m Ibis community,., co~ii¢: vuL'
nee at::~nt or call me ",.atioe.t~ Fl~e,d m~ranCe PrOl~°"m ~: iBC, O,
1000
APP~ OXI~,4,,~T? $CALF.
0
1000
FIRM
FLOOD INSURANCE RATE MAI)
and
STREET INDEX
CITY OF
COPP£LL,
TEXAS
DALLAS AND DENTON COUNTIES
ONLY PANEL PRINTED
COMMUNITY-PANEL NUMBER
480170 0010 E
MAP REVISED:
APRIL 15, 1994
Federal Emergency Management Agency
./
ZONE
DENTON COUNTY
I~A LLA,~ COUNTY
.;/~ '?,:;
ZONE X
,NE
FEMA APPLICATION FORMS
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067 -0148 FEMA USE ONLY
REVISION REQUESTOR AND COMMUNITY OFFICIAL FORM , Expires July 31,1997
PUBLIC BURDEN DISCLOSURE NOTICE
Public reporting burden for this form is estimated to average 2.13 hours per response. The burden estimate includes the
time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and
completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions
for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C
Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067-
0148), Washington, DC 20503.
1. OVERVIEW
1. The basis for this revision request is (are): (check all that apply)
❑ Physical change
0 Existing
® Proposed
❑ Improved methodology
® Improved data
❑ Floodway revision
❑ Other
Explain
2. Flooding Source: /)E/V T D N e2E EK
3. Project Name/Identifier: ESTA re; Lrr 6/06;2 ,n r; e 1'lAry ,ot . P HAS - i7
4. FEMA zone designations affected: 4E
(example: A, AH, AO, A1-A30, A99, AE, V, V1 -30, VE, B, C, D, X)
5. The NFIP map panel(s) affected for all impacted communities is (are):
Community Community Map Panel Effective
No. Name County State No. No. Date
EX: 480301 Katy,City Harris, Fort Bend TX 480301 0005D 02/08/83
480287 Harris County Harris TX 48201C 0220G 09/28/90
IScq.017 0 C d DPPCLl. 0CAI v- - 7'X #8 Oho
CO/ C' 11s9
iA .4s
6. The area of revision encompasses the following types of flooding, structures, and associated disciplines: (check all
that apply)
Types of Flooding Structures Disciplines*
Egi Riverine ❑ Channelization 0:1 Water Resources
❑ Coastal ❑ Levee/Floodwall J$1 Hydrology
❑ Alluvial Fan ❑ Bridge /Culvert ® Hydraulics
❑ Shallow Flooding (e.g. Zones AO and AH) ❑ Dam ❑ Sediment Transport
❑ Lakes ❑ Coastal gl Interior Drainage
❑ Fill ❑ Structural
Affected by ❑ Pump Station ❑ Geotechnical
wind/wave action ❑ None ❑ Land Surveying
❑ Yes ❑ Channel Relocation ❑ Other (describe)
® No ❑ Excavation
❑ Other (describe)
❑ Other(describe)
* Attach completed "Certification by Registered Professional Engineer and /or Land Surveyor" Form for
each discipline checked. (Form 2)
2. FLOODWAY INFORMATION
7. Does the affected flooding source have a floodway designated on the effective FIRM or FBFM? ® Yes ❑ No
8. Does the revised floodway delineation differ from that shown on the effective FIRM or FBFM ❑ Yes ❑ No 1
If yes, give reason:
FEMA Form 81-89. OCT 94 Revision Requestor and Community Official Form MT -2 Form 1 Page 1 of 4
Attach copy of either a public notice distributed by the community stating the community's intent to revise the
floodway or a statement by the community that it has notified all affected property owners and affected adjacent
jurisdictions. N/A
9. Does the State have jurisdiction over the floodway or its adoption by communities participating in the NFIP?
Yes ❑ Ne
If yes, attach a copy of a letter notifying the appropriate State agency of the floodway revision and documentation of the
approval of the revised floodway by the appropriate State agency. f\ilA
3. PROPOSED ENCROACHMENTS
10. With floodways:
1 A. Does the revision request involve fill, new construction, substantial improvement, or other development
in the floodway? ❑ Yes ❑ No
1B. If yes, does the development cause the 100 -year water surface elevation to increase at any location by more
than 0.000 feet? ❑ Yes ❑ No
11. Without floodways:
2A. Does the revision request involve fill, new construction, substantial improvement, or other development in
the 100 -year floodplain? N Yes ❑ No
2B. If yes, does the cumulative effect of all development that has occurred since the effective SFIIA was
originally identified cause the 100 -year water surface elevation to increase at any location by more than
one foot (or other surcharge limit if community or state has adopted more stringent criteria)? ['Yes IZNo
If the answer to either Items 1B or 2B is yes, please provide documentation that all requirements of Section 65.12 of the
NFIP regulations have been met, regarding evaluation of alternatives, notice to individual legal property owners,
concurrence of CEO, and certification that no insurable structures are impacted.
4. REVISION REQUESTOR ACKNOWLEDGMENT
1 12 Having read NFIP Regulations, 44 CFR Ch. 1, parts 59, 60, 61, and 72, I believe that the proposed revision ® is
❑ is not in .ompiiance with the requirements of the aforementioned NFIP Regulations.
5. COMMUNITY OFFICIAL ACKNOWLEDGMENT
13. Was this revision request reviewed by the community for compliance with the community's adopted floodplain
management ordinances? N Yes ❑ No
14. Does this revision request have the endorsement of the community? 2 Yes ❑ No
If no to either of the above questions, please explain:
Please note that community acknowledgment and /or notification is required for all requests as outlined in Section 65.4
(b) of the NFIP Regulations.
•
6. OPERATION AND MAINTENANCE
15. Does the physical change involve a flood control structure (e.g., levees, floodwalls, channelization, basins, dams)?
❑Yes MI No
If yes, please provide the following information for each of the new flood control structures:
A. Inspection of the flood control project will be conducted periodically by
entity
with a maximum interval of months between inspections.
B. Based on the results of scheduled periodic inspections, appropriate maintenance of the flood control facilities
will be conducted by
(entity)
to ensure the integrity and degree of flood protection of the structure.
C. A formal plan of operation, including documentation of the flood warning system, specific actions and
assignments of responsibility by individual name or title, and provisions for testing the plan at intervals
not less than one year, ❑ has ❑ has not been prepared for the flood control structure.
Revision Requestor and Community Official Form MT -2 Form 1 Page 2 of 4
D. The community is willing to assume responsibility for ❑ performing ❑ overseeing compliance with the
maintenance and operation plans of the
(Name)
flood control structure. If not performed promptly by an owner other than the community, the community
will provide the necessary services without cost to the Federal government.
Attach operation and maintenance plans
7. REQUESTED RESPONSE FROM FEMA
16. After examining the pertinent NFIP regulations and reviewing the document entitled "Appeals, Revisions, and
Amendments to Flood Insurance Maps: A guide for Community Officials," dated January 1990, this request is for
a:
A a. CLOMR A letter from FEMA commenting on whether a proposed project, if built as proposed, would
justify a map revision (LOMR or PMR), or proposed hydrology changes (see 44 CFR Ch. 1,
Parts 60, 65, and 72).
b. LOMR A letter from FEMA officially revising the current NFIP map to show changes to floodplains,
floodways, or flood elevations. LOMRs typically depict decreased flood hazards. (See44 CFR
Ch. 1 Parts 60 and 65.)
c. PMR A reprinted NFIP map incorporating changes to floodplains, floodways, or flood elevations.
Because of the time and cost involved to change, reprint, and redistribute an NFIP map, a
PMR is usually processed when a revision reflects increased flood hazards or large -scope
changes. (See 44 CFR Ch. 1, Parts 60 and 65.)
d. Other: Describe
8. FORMS INCLUDED
17. Form 2 entitled, "Certification By Registered Professional Engineer and/or Land Surveyor" must be submitted.
The following forms should be included with this request if (check the included forms):
• Hydrologic analysis for flooding source differs from that ❑ Hydrologic Analysis Form
used to develop FIRM (Form 3)
• Hydraulic analysis for riverine flooding differs from that Riverine Hydraulic Analysis Form
used to develop FIRM (Form 4)
• The request is based on updated topographic ❑ Riverine /Coastal Mapping Form
information or a revised floodplain or floodway (Form 5)
delineation is requested
• The request involves any type of channel modification ❑ Channelization Form (Form 6)
• The request involves new bridge or culvert or revised ❑ Bridge /Culvert Form
analysis of an existing bridge or culvert (Form 7)
• The request involves a new revised levee /floodwall ❑ Levee/Floodwall System Analysis Form
system (Form 8)
• The request involves analysis of coastal flooding ❑ Coastal Analysis Form (Form 9)
• The request involves coastal structures credited as ❑ Coastal Structures (Form 10)
providing protection from the 100 -year flood
• The request involves an existing, proposed, or modified ❑ Dam Form (Form 11)
dam
• The request involves structures credited as providing ❑ Alluvial Fan Flooding Form
protection from the 100 -year flood on an alluvial fan (Form 12)
Revision Requestor and Community Official Form MT -2 form 1 Page 3 of 4
9. INITIAL REVIEW FEE
18. The minimum initial review fee for the appropriate request category has been included. VA Yes ❑ No
Initial fee amount: $ Z 8 U • or)
Check or money order only. Make check or money order payable to : National Flood Insurance Program. If
paying by Visa or Mastercard please refer to the credit card information form which follows this form.
or
19. This request is for a project that is for public benefit and is primarily intended for flood loss reduction to insurable
structures in identified flood hazard areas which were in existence prior to the commencement of construction of
the flood control project. ❑ Yes E4 No
or
20. This request is to correct map errors, to include the effects of natural changes within the areas of special flood
hazard, or solely to provide more detailed data. ❑ Yes No
Note: I understand that my signature indicates that all Note: Signature indicates that the community
information submitted in support of this request is understands, from the revision requester, the
correct. impacts of the revision on flooding conditions
in the community.
� Signature of Revision Requester Signature of Community Official
i
c 11 S 4-`r '
Printed Name and Title of Revision Requester Printed Name and Title of Community Official
�rC icle'ti.
sP/ <C E" 4 c
Company Name Community Name
2i - 7411
Telephone o. Date Date
Does this request impact any other communities? ❑ Yes IS No
If yes, attach letters from all affected jurisdictions acknowledging revision request and approving changes to floodway,
if applicable.
Note: Although a photograph of physical changes is not required, it may be helpful for FEMA's review.
Revision Requester and Community Official Form MT -2 Form 1 Page 4 of 4
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067 -0147 FEMA USE ONLY
PROPERTY INFORMATION 1 Expires July 31, 1997
PUBLIC BURDEN DISCLOSURE NOTICE
Public reporting burden for this form is estimated to average 1.63 hours per response. The burden estimate includes the
time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and
completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions
for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C
Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067-
0147), Washington, DC 20503.
This form may be completed by the property owner, registered land surveyor, or registered professional
engineer
1. Community Name: CC" pe Q 1 County: ��; I�� 5 State: T
Community Number: C 1 _7 (.0 Panel or Map Number: COI v E
Effective Date: L I �iS�CI
2. Street Address of Property:
3. Description of Property Lot and Block (if a street address cannot be provided):
Sc' .f 1 )e5 c ::, { n t L/ .ore, 5 r-ty c
4. Are you requesting that the SFHA designation be removed from (a) all of the land within the bounds of the
property, (b) a portion of land within the bounds of the property (metes and bounds description is required), or (c)
the structure(s) on the property? (Answer "a," "b," or "c ") b
5. Is this request for (a) a single residential structure or lot, (b) a single commercial structure or lot, (c) multiple
structures or lots? (Answer "a ", 'b" or "c ") If existing structure, what was the date of construction?
6. Is this request prior to the transfer of ownership of the property in question from a developer to an individual
property owner? ® Yes ❑ No
7. Is this request for (a) existing conditions or (b) proposed project? (Answer "a" or "b ") b
8. Has fill been placed in an identified SFHA or to elevate a structure? f4 p If yes, when?
9. For proposed projects, will fill be placed to elevate this land or structure(s)? S
10. Do you know of previous requests that have been submitted to FEMA for this property or adjacent properties?
If yes, what was the date of FEMA's response letter? S c p 1 c1 c `f
FEMA Form 81 - 87. OCT 94 Property Information Fa' m MT -1 Form 1 Page 1 of 2
11. I have enclosed the following documents in support of this request:
a. Copy of the Plat Map (with recordation data) with recorder's seal
/
OR
b. Copy of the Deed (with recordation data), accompanied by a tax assessor's map, plat map or other
suitable map showing the surveyed location of the property with recorder's seal (For these maps a map
scale must be provided and they should not be reduced or enlarged)
c. Copy of the effective FIRM panel on which the property location has been accurately plotted (If the
request is for more than one lot /structure, this location must he certified by a licensed land surveyor or
registered professional engineer )
d. A map showing the locations of any structures existing on or proposed for the property (certified by a
licensed land surveyor or registered professional engineer)
e. Metes and bounds description and accompanying map (only if the request is for a portion of land within
the bounds of the property, not structure(s) only)
f. Elevation Information form
✓ g. Community Acknowledgment form (only if fill has been' will be placed)
h. Certification of Fill Compaction form (only if fill has been/will be placed and the request is not for a
single residential structure)
Initial fee (see page 7 of instructions for initial fees and exemptions)
C ye- — F'if $ 8C%
(Type of request) (amount erc?osed
❑ PAYMENT
ENCLOSED
Check or money order only. Make check or money order payable to: National Flood
Insurance Program. If paying by Visa or Mastercard please refer to the credit card
information form which follows this form.
j. Additional information:
(please specify)
12. All documents submitted in support of this request are correct to the best of my knowledge. I understand that any
false statement may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001.
Applicant's Name: Puss e 11 c i a,i e E •
(please print or type)
Mailing Address: 4 2,3-(") L.-!3T Su 2l 5
d115 i'x 1S2 4
(please print or type)
Daytime Telephone Number: Z, 4- G q q - /4/ 7
8 2� — 5
Date Signature of Applicant
Property Information Form MT -1 Form 1 Page 2 of 2
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. NO. 3067 -0147 FEMA USE ONLY
ELEVATION INFORMATION Expires July 31, 1997
PUBLIC BURDEN DISCLOSURE NOTICE
Public reporting burden for this form is estimated to average .63 hour per response. The burden estimate includes the
time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and
completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any
suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management
Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork
Reduction Project (3067- 0147), Washington, DC 20503.
This form must be completed by a licensed land surveyor or registered professional engineer . These forms
should not be used for requests involving Channelization, Bridges /Culverts, or Fill in the FEMA- Designated
Floodway. Forms entitled Revisions to National Flood Insurance Program Maps (MT -2) should be used. The
Elevtion Information Form must be included for all request, unless the request is for a determination in
which the FIRM already shows the property to be CLEARLY outside the SFHA. Cases in which the
determination for the property or structure is uncertain will require the submittal of elevation data to
provide a definitive determination. If an elevation certificate has been completed for the subject property it
maybe submitted in lieu of this form.
/ (See page 7 of instructions for details)
1. Community Name: L. pelf
, c K Cc
2. Legal Description of Property: I la, c I's A .- J') CV ['es' ec 1 Q v L —L CrQ�1
C . S D ltf 4.2 cLej ( - t 5 � � -
3. Flooding Source: {� ;� �, Cr e k 1
4. Based on the FIRM, this property is located in Zone(s) i\ E
5. Is any portion of this property located in the regulatory floodway? ❑ Yes E No
Are any structures (existing or proposed) located in the regulatory floodway? ❑ Yes E No
6. Is this area subject to land subsidence or uplift? ❑ Yes ,$2 No, If yes, what is the date of the current
releveling?
7. What is the BFE for this property? (Provide elevation to nearest tenth of a foot and datum)*
4 \-51. L Elevation 1y 6 V 6 Datum
8. I low was the BFE determined ? (attach a copy of the Flood Profile or table from the FIS report, if appropriate, or
other necessary supporting information including Forms 3 and 4 from forms entitled, "Revisions to :National Flood
Insurance Program Maps" (MT -2)).
9. If a flood profile for the 500 -year flood was provided in the FIS Report, what is the 500 -year flood elevation for this
property? 455 e Elevation N 6 V 0 Datum
10. If this request is to remove the SFHA designation from a parcel of land or lot(s), what is the existing or proposed_
elevation of the lowest grade; that is, the lowest ground on the property? (Provide elevation to nearest tenth of a
foot and datum)* 45 Z 5 Elevation k C, V Datum
FEMA Form 81 -B7A. OCT 94 Elevation Information Form MT -1 Form 2 Page 1 of 2
ELEVATION IN FEET INGVOI
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1. li i Mph sliii: 1 iii IP :. ' ' 1 mliiilliiiiiiiiiiiiiiiiiiiiiiiini
I il I MIMI 111111 I III MIMI I illiiiiiiiiiiii118111111111851.1
i 1 11111111111111011611111 1.11111.11111111111 I 161111111411111611.1 1111 ISM
0 MEMMOOOMBE MI • IMMUMMO • mm . i I mlialmiL
; ilia 1:11:111111:111. 11 11111111 11111 Is 1 .1
; ; 1111111101011111111111 11111111111111g I II 111111111111111111
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gm gmavaimmommil
---11 111111 - 1 11 1 1 11 11.11 11111111 1 1 I I II "I" MMAIIMUMMIMMUMMIMM
11 II II 1111111 II 1 11 II 11111111IMPlann
1 ! ; iiiiiiiiiiiinifill ii 11 ii ,. .. ..............................
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FEOERALEMERGENCYMANAGEMENTAGENCY
FLOOD PROFILES g. ,:
d,,,= AND o,NTo,Ce, DENTON CREEK v
11. If this request is to remove the SFHA designation from a structure(s), what is the elevation of the existing or
proposed lowest adjacent grade; that is, the lowest ground touching the structure? (Provide elevation to
nearest tenth of a foot and datum)* ElevationDatum
12. If fill has been/will be placed to elevate the structure(s) on this property, what is the existing or proposed
elevation of the lowest floor, including basement and/or attached garage? (Provide elevation to nearest
tenth of a foot and datum)* ElevationDatum
13. If any of the above elevations were computed based on a datum different than the effective FIS, what is the
conversion factor? FIS Datum = Local Datum +/- Feet
*For multiple lots /structures, complete the appropriate column(s) of the Summary of Elevations -
Individual Lot Breakdown form, identifying the elevation for each lot/structure. To support items 9,
10, and 11, please note a map (certified by a licensed surveyor or registered professional engineer)
may be required to relatethe ground elevations and Locations of structures or lots. The map should
indicate whether it reflects "as- built" or "proposed" conditions.
14. All information submitted in support of this request is correct to the best of my knowledge. I understand
that any
false statement may be punishable by fine or imprisonment under Title 18 of the United States Code,
Section 1001.
Name: KKSs � (l L. S tc, l c .
i
(please print or type)
Title: P.-e5, c -..,- s e ,c._r; _ 1),_ c [ k c
(please print or type)
Registration No. �5 7 7 C' Expiration Date
State ( <-xcc 5
Telephone Number: 2i 4- 6 1 4 '7 1
Signature
j 6
i5 - 24— - s
Date Seal (Optional)
Elevation Information Form MT -1 Form 2 Page 2 of 2
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067 -0148 FEMA USE ONLY
CERTIFICATION BY REGISTERED PROFESSIONAL ENGINEER Expires July 31, 1997
AND /OR LAND SURVEYOR FORM
PUBLIC BURDEN DISCLOSURE NOTICE
Public reporting burden for this form is estimated to average . 23 hour per response. The burden estimate includes the
time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and
completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any
suggestions for reducing this burden, to: Information Collections Management, Federal Emergency Management
Agency, 500 C Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork
Reduction Project (3067- 0148), Washington, DC 20503.
1. This certification is in accordance with 44 CFR Ch. I, Section 65.2
2. I am licensed with an expertise in 4,174; i ce ' sea rtes'
[example: water resources (hydrology, hydraulics, sediment transport, interior drainage)* structural,
geotechnical, land surveying.]
3. I have / Z years experience in the expertise listed above.
4. I have IN prepared ❑ reviewed the attached supporting data and analyses related to my expertise.
5. 1 J have ❑ have not visited and physically viewed the project.
6. In my opinion, the following analyses and /or designs, is /are being certified:
fi `l Gt /!l / i2e(4im0, , /,cl, c f Z. fa e ls ,), � ( i � h/ 0 ve h r-s:. c"{ 6 B <t /fir (: 4- ,
7. Base upon the following review, the modifications in place Piave been constructed in general accordance with plans
and specifications.
Basis for above statement: (check all that apply)
a. ❑ Viewed all phases of actual construction.
b. ❑ Compared plans and specifications with as -built survey information.
c. ❑ Examined plans and specifications and compared with completed projects.
d. ❑ Other
8. All information submitted in support of this request is correct to the best of my knowledge. I understand that any
fats ment may be punishable by fine or imprisonment under Title 18 of the United States Code, Section 1001.
Name: G�S S ■ NS (4. isi C &< ,v . a 's'
(please print or type)
'title: Pr�S f ) 5 /TA /s ,r- Lc -He /!-zc .
(please print or type)
Registration No. 5 1 0 Expiration Date: N'c.t e-
State teKtis
Type of Li ense C. i V/ F r of fQ/
2 " ."3 z G
Signature i
' ZZ--9r
Date
Seal
(Optional)
*Specify Subdiscipline
Note: Insert not applicable (N /A) when statement does not apply.
FEMA Form 81 -89A, OCT 94 Certification by Registered Professional
Engineer and/or Land Surveyor Form MT -2 Form 2
FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067 -0148 FEMA USE ONLY
RIVERINE HYDRAULIC ANALYSIS FORM Expires July31, 1997
PUBLIC BURDEN DISCLOSURE NOTICE
Public reporting burden for this form is estimated to average 2.25 hours per response. The burden estimate includes the
time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and
completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions
for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C
Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067-
0148), Washington, DC 20503.
�
Community Name: Coffe /1 / Q}Ca s
Flooding Source: D a t't 7C N Ctee
(One form for each flooding source) ,�j
Project Name/Identifier: s7 15 41 �,� ; r� l t G L �i p ' Q Se
1 / 1. REACH TO BE REVISED
Downstream limit: S ffr?a H a S7 , / Z + 3 0
Upstream limit: reaz , s J' . 30
2. EFFECTIVE FIS
❑ Not studied
❑ Studied by approximate methods
Downstream limit of study
Upstream limit of study
Studied by detailed methods
Downstream limit of study SjA• `
Upstream limit of study > , 3 2 7 Z
❑ Floodway delineated // >
Downstream limit of Floodway Sz. / 8 4/zit b
Upstream limit of Floodway 541 - L . 7 0
3. HYDRAULIC ANALYSIS
Why is the hydraulic analysis different from that used to develop the FIRM. (Check all that apply)
❑ Not studied in FIS
❑ Improved hydrologic data/analysis. Explain:
❑ Improved hydraulic analysis. Explain:
❑ Flood control structure. Explain:
pa Other. Explain: t 7 5.a b4s p1ole (, � I �H 7, ��r�y �Cv�s / iah
�b� f-
en /k� � SPr/7� /1 Z3r) GtKd (g'3o ML747( /
Mew" CIPri'ai ?C r) wars - a /SCi Sec 4,, /I 2rc. Gra b 41 a cr'�d
FEMA Form 81 -89C. OCT 94 Riverine Hydraulic Analysis Form MT -2 Form 4 Page 1 of 6
3. RIVERINE HYDRAULIC ANALYSIS FORM
Models Submitted
For areas which have detailed flooding:
Full input and output listings along with files on diskette (if available) for each of the models listed below (items 1, 2, 3,
4, and 5) and summary of the source of input parameters used in the models must be provided. The summary must
include a complete description of any changes made from model to model (e.g. duplicate effective model to corrected
effective model) At a minimum, the Duplicate Effective (item 1) and the Revised or Post - Project Conditions (item 4)
models must be submitted. See instructions for directions on when other models may be required.
For areas which do not have detailed flooding:
Only the 100 -year flood profile is required. A hydraulic model is not required for areas which do not have detailed
flooding; however, BFEs may not be added to the revised FIRM. If a hydraulic model is developed for the area, items 3
and 4 described below must be submitted.
•
If hydraulic models are not developed, hydraulic analyses for existing or pre - project conditions and revised or post -
project conditions must be submitted. All calculations must be submitted for these analyses. (See item 6 below)
1. Duplicate Effective Model Natural Floodway
Copies of the hydraulic analysis used in the effective FIS, referred to as the 11 ❑
effective models (10 -, 50 -, 100 -, and 500 -year multi - profile runs and the
floodway run) must be obtained and then reproduced on the requestor's
equipment to produce the duplicate effective model. This is required to
assure that the effective model input data has been transferred correctly to
the requestor's equipment and to assure that the revised data will be
integrated into the effective data to provide a continuous FIS model
upstream and downstream of the revised reach.
2. Corrected Effective Model Natural Floodway
The corrected effective model is the model that corrects any errors that ❑
occur in the duplicate effective model, adds any additional cross sections to
the duplicate effective model, or incorporates more detailed topographic
information than that used in the currently effective model. The corrected
effective model must not reflect any man -made physical changes since the
date of the effective model. An error could be a technical error in the
modeling procedures, or any construction in the floodplain that occurred
prior to the date of the effective model but was not incorporated into the
effective model.
3. Existing or Pre - Project Conditions Model Natural Floodway
® ❑
The duplicate effective or corrected model is modified to produce the
existing or pre - project conditions model to reflect any modifications that
have occurred within the floodplain since the date of the effective model but
prior to the construction of the project for which the revision is being
requested. If no modification has occurred since the date of the effective
model, then this model would be identical to the corrected effective or
duplicate effective model.
4. Revised or Post - Project Conditions Model Natural Floodway
The existing or pre - project conditions model (or duplicate effective or
corrected effective model, as appropriate) is revised to reflect revised or post -
project conditions. This model must incorporate any physical changes to
the floodplain since the effective model was produced as well as the effects
of the project. When the request is for proposed project this model should
reflect proposed conditions.
Natural Floodway
5. Other: Please attach a sheet describing all other models submitted. o ❑
6. Hydraulic Analyses (Only if Hydraulic Models are not developed)
Please attach all calculations for the existing or pre - project conditions and
the revised or post- project conditions. Proceed to Form 5, "Riverine /Coastal
Mapping Form ".
Riverine Hydraulic ArnaiySiS Form MT-2 Form 4 Page 2 of 6
4. MODEL PARAMETERS (from model used to revise 100 -year water surface elevation)
1. Discharges: Upstream Limit Downstream Limit
10 -year / Z Od ! Z'O b
50 -year 1 O oc) l 3-aO
100 -year 206 00 006 ot
500 -year j (o Z CO 3 ZC 1
Attach diagram showing changes in 100 -year discharge �t /
2. Explain how the starting water surface elevations were determined F;-0 r'vt e / / S � i; r e (tec..1; v
3. Give range of friction loss coefficients (Manning's "N ") Channel .
Overbanks .• e, 3 S - . U S'S
If friction loss coefficients are different anywhere along the revised reach from those used to develop the FIRM,
give location, value used in the effective FIS, and revised values and an explanation as to how the revised values
were determined.
Location FIS Revised
Explain: C a : 4 n e l H 3/ 3 0 ra i s ,l
,� n
-s /;;, / 4 r'r lip e , re c. - I i h-! /e o e
40 MA fro-4 le a ecr eri
4. Describe how the cross section geometry data were determined (e.g., field survey, topographic map, taken from
previous study) and list cross sections that were added.
e t' ! e: 1 i ✓e Mode ( / )- � r? r /� o r.s 5 7 - x! f ,
Sz � 4A / Z +3 ;,i a of / K S A' d'.4f0 l a c e q / Q 3 3 D
Gt
he( ea; g% eel k4,- /c 4 ( 5 74 r / f
5. Were natural channel banks selected as the location of the left and right channel banks in the model?
Ei Yes ❑ No If no, explain why not:
ffiverine Hydraulic Analysis Form MT-2 Form 4 Page 3 of 6
4. MODEL PARAMETERS (Coned)
6. Explain how reach lengths for channel and overbanks were determined: � ,�/
(�19 /7 1 I'1 �?.+) S.Ge 1 A./A a ��- , Z 2 �c!�t G Gt
/7 e / -.44
N J 5 (Here �1,'.( 57 -.1
�ccG��t.oda -�z. GI
A r-n ivte e4t) LY S lC?; • Uc2 1< Q Jro(rJk �( /r
fora tie' '4.c �ker ,I
5. RESULTS (from model used to revise 100 -year water surface elevations)
1. Do the results indicate:
a. Water surface elevations higher than end points of cross sections? ❑ Yes IS1 No
b. Supercritical depth? ❑ Yes a No
c. Critical depth? ❑ Yes Ca No
d. Other unique situations ❑ Yes CA No
If yes to any of the above, attach an explanation that discusses the situation and how it is presented on the
profiles, tables, and maps.
2. What is the maximum change in energy gradient between cross - sections? / ,
Specify location ( r ° i' 0, r v e � f) - 32.( + S U
3. What is the distance between the cross- sections in 2 above? q2-0
4. What is the maximum distance between cross - sections? 1 Li-
Specify location Z3 S ± OO
5. Floodway determination
a.What is the maximum surcharge allowed by the community or State? 0, v foot
b. What is the maximum surcharge for the revised conditions? d C'? foot
Specify location
c. What is the maximum velocity? 4-. 2- fps
Specify location 7.-.2.3 4 i 0
d. Are there any negeative surcharge values at any cross - section? ❑ Yes El No
If yes, the floodway may need to be widened. If it is not widened, please explain and indicate the maximum
negative surcharge.
Explain:
Riverine Hydraulic Analysis Form MT -2 Form 4 Page 4 of 6
5. RESULTS (Coni'd)
6. Is the discharge value used to determine the floodway anywhere different from that used to determine the
natural 100 -year flood elevations? ❑ Yes 1KI No
If Yes, explain:
7. Do 100 -year water surface elevations increase at any location? ❑ Yes E1 No
If yes, please attach a list of the locations where the increases occur, state whether or not the increases are located
on the requestor's property, and provide an explanation of the reason for the increases. (For example: State if the
increase is due to fill placed within the floodway fringe or placed within the currently adopted floodway limits)
Please attach a completed comparison table entitled: Water Surface Elevation Check (See page 6)
6. REVISED FIRM/FBFM AND FLOOD PROFILES
A. The revised water surface elevations tie into those computed by the effective FIS Model (10 -, 50 -, 100 -, and 500 -
year), downstream of the project at cross - section /g4 within feet (vertical) and upstream of
the project at cross section / - 3O within '. `? feet (vertical).
B. The revised floodway elevations tie into those computed by the effective FIS model, dowstream of the project at
cross section /8440 within > Od feet (vertical) and upstream of the project at cross section
within O, O feet (vertical).
C. Attach profiles, at the same vertical and horizontal scale as the profiles in the effective FIS report, showing
stream bed and profiles of all floods studied (without encroachment). Also, label all cross sections, road crossings
(including low chord and top -of -road data), culverts, tributaries, corporate limits, and study limits. If channel
distance has changed, the stationing should be revised for all profile sheets.
D. Attach a Floodway Data Table showing data for each cross section listed in the published Floodway Data Table in
the FIS report.
Proceed to Riverine /Coastal Mapping Form
Riya,rine Hydraulic Analytic Form MT -2 Fnrm 4 PAT? 5 of 6
v Q 0 p -0 to
cc J o
ri w Q
J M a
Iii
'IS CC N 'i c M
d N N M �1 E
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FEDERAL EMERGENCY MANAGEMENT AGENCY O.M.B. Burden No. 3067 -0148 FEMA USE ONLY
RIVERINE/COASTAL MAPPING FORM Expires July 31, 1997
PUBLIC BURDEN DISCLOSURE NOTICE
Public reporting burden for this form is estimated to average 1.5 hours per response. The burden estimate includes the
time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and
completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions
for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C
Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067-
0148), Washington, DC 20503.
Community Name: COP oe t I Te x a s
Flooding Source: � e 4 Crf k
r }
Project Name /Identifier: Ca / '4 . r i
1. MAPPING CHANGES
1. A topographic work map of suitable scale, contour interval, and planimetric definition must be submitted showing
(indicate NIA when not applicable):
Included
A. Revised approximate 100 -year floodplain boundaries (Zone A) ❑ Yes ❑ No .® N/A
B. Revised detaile 100 nd 500 -year floodplain boundaries ® Yes ❑ No ❑ N/A
C. Revised 100 -year floodway boundaries ❑ Yes f2] No ❑ N/A
D. Location and alignment of all cross sections used in the revised
hydraulic model with stationing control indicated I1 Yes ❑ No ❑ N/A
E. Stream alignments, road and dam alignments El Yes ❑ No ❑ N/A
F. Current community boundaries Et Yes ❑ No ❑ N/A
G. Effective 100- and 500 -year floodplain and 100 -year floodway
boundaries from the FIRM/FBFM reduced or enlarged to the
scale of the topographic work map ❑ Yes ❑ No ® N/A
H. Tie -ins between the effective and revised 100- and 500 -year
floodplains and 100 -year floodway boundaries ® Yes ❑ No ❑ N/A
I. The requestor's property boundaries and community easements IE Yes ❑ No ❑ N/A
J. The signed certification of a registered professional engineer ® Yes ❑ No ❑ N/A
K. Location and description of reference marks ❑ Yes ❑ No ® N/A
L. Vertical datum (example: NGVD, NAVD etc.) ❑ Yes ❑ No IS N/A
M. Coastal zone designations tie into adjacent areas not being revised ❑ Yes ❑ No El N/A
N. Location and alignment of all coastal transects used to revise the
coastal analyses ❑ Yes ❑ No I$1 N/A
If any of the items above aree marked no or N /A , please explain: No � ror.osv_� c(.� G i p +'t SaO -
7 44 - ctoo f) t!Gt le i n 1 �?+DctG �cwn �+7 7� , `a r�a�' lt��
ela . .
2. What is the source and date of the updated topographic information (example: orthophoto maps, July 1985; field
survey, May 1979, beach profiles, June 1987, etc.)? Q'eti a / 74 o , l T ei (7)E- •/ Ce f e 11.
3. What is the scale and contour interval of the following workmaps?
a. Effective FIS —' scale '— Contour interval
b. Revision Request t " = Zt?f? scale 2 • Contour interval
NOTE: Revised topographic information must be of equal or greater detail.
4. Attach an annotated FIRM and FBE'M at the scale of the effective FIRM and FBFM showing the revised 100 -year
and 500 -year floodplains and the 100 -year floodway boundaries and how they tie into those shown on the effective
FIRM and FBFM downstream and upstream of the revision or adjacent to the area of revision for coastal studies.
Attach additional pages if needed. See.- I ' Des rs P fi on, a 4 R 1( Mtw s e1. rep p r+_
FEMA Form 81 -89D, OCT 94 Riverine /Coastal Mapping Form MT -2 Form 5 Page 1 of 3
1. MAPPING CHANGES (Cont'd)
5. Flood Boundaries and 100 -year water surface elevations:
Has the 100 -year floodplain been shifted or increased or the 100 -year water surface elevation increased at any
location on property other than the requestor's or community's ? ❑ Yes No
If yes, please give the location of shift or increase and an explanation for the increase.
a. Have the affected property owners been notified of this shift or increase and the effect it will have on their
property? ❑ Yes ❑ No
If yes, please attach letters from these property owners stating they have no objections to the revised flood
boundaries if a LOMR is being requested.
b. What is the number of insurable structures that will be impacted by this shift or increase?
6. Have the floodway boundaries shifted or increased at any location compared to those shown on the effective
FBFM or FIRM? ❑ Yes El No
If yes, explain:
7. If a V- zone has been designated, has it been delineated to extend landward to the heel of the primary frontal
dune? ❑ Yes ❑ No
If no, explain:
8. Manual or digital map submission:
6 Manual
❑ Digital
Digital map submissions may be used to update digital FIRMs (DFIRMs). For updating DFIRMs, these
submissions must be coordinated with f EMA Ileadquarters as far in advance of submission as possible.
Riverine/Coastal Mapping Form MT -2 Form 5 Page 2 of 3
2. EARTH FILL PLACEMENT
1. The fill is: Cl Existing ® Proposed
2. Has fill been/will be placed in the regulatory floodway? ❑ Yes (3 No
If yes, please attach completed Riverine Hydraulic Analysis Form.
3. Has fill been/will be placed in floodway fringe (area between the floodway
and 100 -year floodplain boundaries)? ® Yes ❑ No
If yes, then complete A, B, C, and D below.
A. Are fill slopes for granular materials steeper than one vertical
on one - and - one -half horizontal? ❑ Yes ® No
If yes, justify steeper slopes
B. Is adequate erosion protection provided for fill slopes exposed to moving flood waters? (Slopes exposed to
flows with velocities of up to 5 feet per second (fps) during the 100 -year flood must, at a minimum, be
protected by a cover of grass, vines, weeds, or similar vegetation; slopes exposed to flows with velocities
greater than 5 fps during the 100 -year flood must, at a minimum, be protected by stone or rock riprap.)
® Yes ❑ No
If no, describe erosion protection provided
C. Has all fill placed in revised 100 -year floodplain been compacted to 95 percent of the maximum density
obtainable with the Standard Proctor Test Method or acceptable equivalent method? ❑ Yes ❑ No N/,
D. Can structures conceivably be constructed on the fill at any time in the future? ® Yes ❑ No
If yes, provide certification of fill compaction (item C. above) by the community's NFIP permit official, a
registered professional engineer, or an accredited soils engineer. //) /I be - 5,, h , 1 - d a Cc..y It 11'x
4. Has fill been/will be placed in a V -zone? ❑ Yes El No
If yes, is the fill protected from erosion by a flood control structure such as a revetment or
seawall? ❑ Yes ❑ No
If yes, attach the coastal structures form.
Riverine /Coastal Manning Form MT -2 Form 5 Page 3 of 3
OM THE 100•YEAR FLOOD
STRUCTURES SUBJECT TO
'DURING LARGER FLOODS.
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FEDERAL EMERGENCY MANAGEMENT AGENCY FEMA USE ONLY
0. M. B. Burden No. 3067 -0147
COMMUNITY ACKNOWLEDGMENT OF REQUESTS Expires July 31, 1997
INVOLVING FILL
PUBLIC BURDEN DISCLOSURE NOTICE
Public reporting burden for this form is estimated to average .88 hour per response. The burden estimate includes the
time for reviewing instructions, searching existing data sources, gathering and maintaining the needed data, and
completing and reviewing the form. Send comments regarding the accuracy of the burden estimate and any suggestions
for reducing this burden, to: Information Collections Management, Federal Emergency Management Agency, 500 C
Street, S.W., Washington, DC 20472; and to the Office of Management and Budget, Paperwork Reduction Project (3067-
0147), Washington, DC 20503.
C S
Community Name Property Name or Address
We hereby acknowledge receipt and review of this Letter of Map Revision request and have found that the completed or
proposed project meets or is designed to meet all of the community's applicable floodplain management revelations,
including the requirement that no fill be placed in the adopted regulatory floodway. We understand that this request is
being forwarded to FEMA for a possible map revision. For proposed projects, we understand that FEMA is being asked
to provide comments on the potential effects of this project on the flood hazards of our community.
Community comments on the proposed project:
Community Official's Name:
(please print or type)
Address:
( please print or type)
Daytime Telephone Number:
Community Official's Signature Date
Community Official's Title •
FEMA Form 81 -87C, OCT 94 Community Acknowledgement or Request Involving Fill Form MT -1 Form 4
Grading and Erosion Control Plan
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