APPENDICES TO THE FINAL REPORT somll BRANCH, UPPER CARMACK SUB-BASIN MANAGfMENT STUDY PHASE I r ,.. r r r . r APPENDICES TO THE FINAL REPORT SOUill BRANCH, UPPER CARMACK SUB-BASIN MANAGI'MENT STUDY PHASE I r r r ' r r r r r r !'" r Prepared by: mDBERT L. ~AND, P.E. Drainage & Flood-Control Engineering 1 w. William Carey Street Tucson, Arizona 85747 (602) 762-5668 Prepared for: Pi- County Department of Transportation and Flood Control District 201 North Stone Avenue Tucson, Arizona 85701-1207 June 1, 1992 r r ... r r ,. ' !"' ' r r r ) ' "" r r "" Appendix A Scope-of-Work for this Study r r SOUIH BRANCH, UPPER CARMACK SUB-BASIN I4ANA£iFl4ENl' STUDY r SCOPE OF \'IORK ' r r PHASE I: EXISTING CONDITIONS ANALYSIS Task 1: Meet with representatives from Pima County's Flood Control District and Oro Valley to discuss the goals and objectives of the project. ,... Task 2: Collect and/or review all information that is currently available on the study area including: ! a. Existing zoning maps, land-use (area) plans, and other planning documents for Pima County and Oro Valley. This information will be used to establish the type and relative density of existing and future land uses at various locations within and adjacent to the study area. r b. Soil Conservation Service, soil survey maps. These maps will be used to obtain the appropriate hydrologic soil groups associated with the South Branch watershed. c. Pima County's and Oro Valley's drainage complaint files. Information contained in these files wi 11 help to identify problem areas as noted by area residents. d. Pima County and the Arizona Department of Transportation drainage reports and improvement plans for the various residential subdivisions, commercial developments, and street-improvement projects that either exist or are proposed within the study area. These maps will help identify the location, type and size of any existing and/or proposed drainage structures. e. FEMA's Flood Insurance Rate Maps, Floodway Maps, and hydrologic calculations for the Carmack Wash and the South Brance, if available. This information can be used to substantiate the results obtained from both the hydrologic and hydraulic analyses . f. Historic and current aerial photographs and topographic maps. This information can be used to document changes in land-use and channel and watershed characteristics. . ' ,... I . r r . Task 3: Conduct a field investigation of the study area. of this investigation is to: a. The purpose Examine and document the physical characteristics of the watershed and stream channels to get a general feel for (1) the type and density of vegetation within the natural and landscaped subareas of the watershed; and (2) the type and roughness elements that make up the various segments of the watercourses. ~ Draina8e ~ Flood-Control Bnsinecrins SUbsection A r r ~ Drainage l Page A-2 b. Clarify information shown on the newly-generated topographic maps that are to be provided (at a scale of 1" = 200' with two-foot contour intervals) by Pima County. c. Obtain or confirm the measurements of hydraulic structures that may regulate the magnitude and/or extent of flooding. d. Identify potential problem areas and make a pre 1iminary assessment of the nature of the problem (i.e., a nuisance drainage problem versus a significant flood/erosion hazard). e. Note any significant physical characteristics along the watercourses that might, over time, affect the extent of flooding that will be determined as part of this study. i' r Flood-Control Engineering Task 4: Select appropriate runoff concentration points within the study area; then meet with Pima County's Project Manager for confirmation. Make any adjustments that may be necessary. This meeting will also include a discussion of the results of Tasks 2 and 3. r r r r Task 5: Determine the full range of peak discharges at the selected concentration points using the Pima County Method. Recurrence intervals included will be the 2-year, 5-year, 10-year, 25-year, 50year, and 100-year discharge events. Provide copies of the hydrologic computation sheets for Pima County's review and approval. Task 6: Determine the extent of the 5-year, 25-year, and 100-year floodprone areas along all watercourses where the 5-year peak discharge exceeds 100 cfs. Floodplains will be delineated using a combination of the U.S. Army Corps of Engineers' water-surface model, HEC-2, and the Federal Highway Administration's culvert analysis program, HY8. Since the HEC-2 program is rigid-boundary model, an attempt will be made, from a qualitative standpoint, to define any changes in the extent of flooding that may occur as a result of channel/bank erosion, migration and/or avulsion. Task 7: Identify the number and type of residential, commercial and public improvements that are affected by or fall within the delineated and/or anticipated floodprone areas; then meet with Pima County's Project Manager to discuss the results of this task and Task 6. r r Task 8: Conduct a field survey to determine the finished-floor elevations of all affected structures and contact the occupants and/or owners in an effort to establish a history of drainage and/or flooding problems. Residents may be contacted in person or by mail if the number of affected structures prohibits personal interviews. In addition, utility companies and roadway maintenance personnel will be contacted to determine any drainage problems they may have encountered and the costs incurred in repairing and/or maintaining their respective problem areas. This information will be useful when damage assessments are made as part of the economic analysis. r r r ,. '' !"" r r r !"" r ~ Drainage l Flood-Control Engineering Page A-3 Task 9: Using the information gathered under Task 8 and information provided by the Tax Assessor's Office, estimate the cost of potential flood damages that may result during the 5-year, 25-year, 100-year events. These estimates will be broken down to include residential and commercial properties, existing roadways and/or drainage improvements, and other relevant public or private improvements. In addition, this task will also attempt to identify any potential life-threatening situations that may be attributable to the three recurrence intervals. Task 10: Based on the combined results of Tasks 1 through 6, develop, at a concept level, several site-specific and/or regional floodmitigation measures that can be used to address the area's drainage problems and/or hazards. These measures will be developed in a manner that takes into consideration their known cost effectiveness and general acceptability by affected parties in similar areas. Emphasis will be given to the current philosophy of the Oro Valley community and their Pima County neighbors. Task 11: Meet with Pima County's Project Manager to discuss the appropriateness of each mitigation measure and its application to a particular problem area. The need to proceed with Phase II of the study will also be discussed at this meeting. Task 12: Prepare a report that documents the procedures and results of the Phase I study. The need to either proceed or not proceed with the Phase II study will also be discussed. In addition, this report will include: a. r A composite drainage basin map that documents the various elements used in the hydrologic calculations (i.e., concentration points, soil types, zoning classifications and/or land-uses, and basin roughness characteristics); b. A floodplain map showing cross-sect ion locations, floodplain limits, water-surface elevations, and affected structures and/or improvements. If necessary, to avoid clutter, more than one map will be prepared. ,. c. Hard copies and magnetic media files (on 5 1/4 floppy disks) of the input/output listings from all computer models. ,. ,. '"' '"' . '"' A draft copy of this report will be provided for review and comment before it is finalized. An appropriate number of copies will then be delivered to Pima County's Project Manager. PHASE II: EVALUATION OF ALTERNATIVE MITIGATION MEASURES Task 1: Meet with Pima County's Project Manager to determine which problem areas warrant a detailed evaluation and finalize the list of mitigation measures that will be evaluated in detail for each selected problem area . r ~ Drainage & Flood-Control Engineering r !"' ' r Page A-4 Task 2: Develop preliminary designs for each of the selected mitigation measures and perform the appropriate analyses (hydrologic and/or hydraulic) to determine if the measure has a beneficial or a negative impact. Task 3: Meet with Pima County's Project Manager to discuss the results of Task 2 and to establish an acceptable tolerance range for those mitigation measures that demonstrate a negative impact. Any measure that is not within the acceptable tolerance range will no longer be considered a viable alternative. Consequently, it will not be included in the preliminary cost analysis. Task 4: Develop preliminary cost estimates of all viable alternatives including engineering, construction, right-of-way, land acquisition, and any other applicable costs. Evaluate the cost-effectiveness of each alternative for each problem area. Compare the most costeffective alternative to the benefit derived by its implementation. Task 5: Meet with Pima County's Project Manager to discuss the results of Task 4 and make adjustments accordingly. "' r r "' !"' "' !"' Task 6: Prepare a composite report that documents the procedures and results of both phases of the study. This report wi II include all elements of the Phase I report. The Phase II discussion will include recommendations which address the urgency of implementation of those alternatives that were determined to be the most cost-effective for a particular problem area. A draft copy will be provided for review and comment before the report is finalized. At a minimum, ten copies of the final report will be delivered to Pima County's Project Manager with a reproducible version of the text and all exhibits. r r r ,.. Appendix B ""' r r r I r r r r r ""' ""' Hydrologic Data Sheets for the 100-year Return Interval (individual data sheets for the more frequent return intervals are also provided in a compressed format on an accompanying 5 1/4" double-density diskette) r' HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD ,.. ! r Client: Pioa Count Project Hale: South Branch Upper Car1ack Sub-Basin Concentration Point: 11 @ forest Service Boundary, r Matershed Area (A): _ __,B"'-'9..: ._0 Acres r Length of MaterCourse (lc): 1: 4: 5140 feet Incre1ental Change in Length (Lj) ft. 750 2: B50 3: 1700 BOO 5: 1040 0: - - - Prepared by: -"'RL'-'-S__ Date: 11/1/1991 Job 1: 916001 Stuay Study Area Mg~t ME Length to Center of Gravity (leA): Incre1ental Change in Elevation (Hj) ft. 1: BOO 2: 400 3: 400 4: 120 5: 94 6: _ __ 3500 feet Basin Factors (nbl 1:~2:~3:~ 4:~ 5:~ 6: Mean Slope (Sc) : (Lc/1)2: 0.21855 r Mean Basin Factor (nb): r ~ Matershed Type: Mountain (Natural) Flood Frequency: ___lQQ_years Precipitation Depths Pz•(2•·hour): ~in. p, ( 6-hour): ~in. Pl ( 3-hour): ~in. Pz ( 2-hour): __LQLin. Pt ( 1-hour): ..LlLin. r Areal Areal Areal Areal Areal Value: ~in. Value: ~in. Value: ~in. Value: ~in. Value: Ji[B__in. Soil Groups: ____o__,A ____o__,B ____o__,c Vegetative Cover: ____ 30 __, !•pervious Cover: ______ 0' _JQQ.JD r. ,.. r r ,.. Curve Hu1bers (CH): A) ..JJLL Adjusted Curve Hu1bers (CH'): A) ..JJlL Runoff to Rainfall Ratios (C): A) JiLB__ B) C) ..JJlL ..JJlL D) 93.27 B) JiLB__ C) JiLB__ D) 0. 739 B) ..JJlL C) ..JJlL D) ..1..L.Q_ I1pervious areas !•pervious areas 0.000 ~(constant) Runoff Supply Rate (q): 0.739 * i in./hr. (function of i) ******************************** Iterative Solution of Tc: ____ 10 __ 1inutes Rainfall Intensity (i) at Tc: ~ in./hr. Runoff Supply Rate (q) at Tc: ___1,_!1. in./hr. Peak Discharge : !.OOBqA(acres): ** ** Equation for Tc: ** Tc : n~(lclu)O.lq·0.4 hours ** * SO(Sc)U * * * ******************************** ~cfs ( ' "" ,.. r- cfs ~ Drainage ~ Flood-Control Engineering 25 : Q 31~ cfs SHEI!T 1 OF 15 HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD !"" I !"" ' Prepared by: ---"'Rl"'S__ Date: 11/1/1991 Job 1: 916001 Client: ---'-P'-'i'"'-a_,C,ou'"n-"t~-------------------Project Ha1e: South Branch Upper Car1ack Sub-Basin Mget Study Concentration Point: 12 @Forest Service Boundary, Eastern Study Area r Watershed Area (A): _ ___,5-'-'4.2-0 Acres length of WaterCourse (lc): 2650 feet length to Center of Gravity (lea): 1000 feet !"" !"" 1: 4: Incre1ental Change in length (Lj) ft. 600 2: 450 3: 350 650 5: 600 6: _ __ Incre1ental Change in Elevation (Hj) ft. I: 400 2: 200 3: 120 4: 80 5: 66 6: _ __ Basin factors (nbl 1:~2:~3:~ 4:~ 5:~ 6: "ean Slope (Sc) : (lc/1)2: 0.21848 r Watershed Type: Mountain (Natural) "ean Basin factor (n1l: Flood Frequency: ___lQQ_years ~ Precipitation Depths ... ... Areal Areal Areal Areal Areal PH(24-hour): J..,]Lin. p, ( 6-hour): ~in. P1 ( 3-hour): ~in. P2 ( 2-hour): ~in. Pt ( 1-hour): ~in . Soil Groups: ____o__,A ____o__,B Vegetative Cover: __JQ__' ____o__,c Value: Value: Value: Value: Value: JiLB__in. JiLB__in. JiLB__in. JiLB__in. JiLB__in. ilpervious Cover: ______ n _jQQ.JD !"" Curve Hu1bers (CH): A) ..J!L.e.._ Adjusted Curve Hu1bers (CH'): A) ..J!L.e.._ B) ..J!L.e.._ c) ..J!L.e.._ 0) J.L.Q_ B) ..J!L.e.._ c) ..J!L.e.._ r r Runoff to Rainfall Ratios (C): A) JiLB__ B) JiLB__ C) JiLB__ 0) 0.739 D) 93.27 I1pervious areas 0.000 I1pervious areas _!2___(constant) Runoff Supply Rate (q): 0.739 * i in./hr. (function of i) ******************************** Iterative Solution of Tc: ____5__ 1inutes Rainfall Intensity (i) at Tc: ~ in./hr. Runoff Supply Rate (q) at Tc: ~ in./hr. * * ** Tc I * r ... Peak Discharge : l.OOBqA(acres): ~cfs Equation for Tc: : nb(lclca)O.lq·0.4 SO(Sc)0.4 * * * hours** * * ******************************** _,.,l».=o___ cf s lls _..:.13=.=0:......._ cfs ~ ~ Drainage & Flood-Control Engineering Q10 _1,_,~,_\.___ cf s ~5 __,2-,S,_.Z.,___ cf s llso SHEET 2 OF 15 I"' I r f" f" HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD Natershed Area (A): _ ___,6"-1."'-0 Acres Length of NaterCourse (lc): i 4450 feet length to Center of Gravity (lee): Incre1ental Change in length (Lj) ft. 1: 1000 2: 450 3: 350 4: 1350 5: 1300 6: _ __ ' r r- Prepared by: -2.!RL,_;_S__ Date: 11/1/1991 Job 1: 916001 Client: Piu Count Project Na1e: South Branch Upper Caroack Sub-Basin Mgmt Study Concentration Point: 13 @Forest Service Boundary. SE Study Area 2400 feet Incre1ental Change in Elevation (Hj) ft. 1: BOO 2: 200 3: 120 4: 240 5: 96 6: _ __ Basin Factors (nbl 1:~2:~3:~ 4:~ 5:~ 6: "ean Slope (Sc) : (lc/1)2: 0.18392 "ean Basin Factor (nb): Natershed Type: Mountain (Natural) ~ Flood Frequency: !"" 100 vears Precipitation Depths P24(24-hour): J..,]Lin. P6 ( 6-hour): 3.72 in. Pl ( 3-hour): ~in. Pz ( 2-hour): ~in. Pt ( !-hour): ..l.JLin. I"' Areal Areal Areal Areal Areal Value: Value: Value: Value: Value: Jilfr__in. Jilfr__in. Jilfr__in. Jilfr__in. Jilfr__in. "' Soil Groups: ____o__,A ____o__,B Vegetative Cover: __lQ__\ ____o__,c "' llpervious Cover: ______ 0' __[QQ_JD !"' Curve Nu1bers (CN) : A) ____i!l!_ Adjusted Curve Nu1bers (CN'): A) ____i!l!_ Runoff to Rainfall Ratios (C): A) JiLfr__ B) ____i!l!_ B) ____i!l!_ B) JiLfr__ C) JiLfr__ c) ____i!l!_ c) ____i!l!_ D) 93.27 !•pervious areas _2i___(constant) D) _1L_Q__ !"" Runoff Supply Rate (q): 0. 739 * i in./hr. (function of i) ****'********lllllllllllllllllll f" Iterative Solution of Tc: ____9__ 1inutes Rainfall Intensity (i) at Tc: ~ in./hr. ,.. Runoff Supply Rate (q) at Tc: ~ in./hr. r Peak Discharge : l.OOBqA(acres): D) 0. 739 llpervious areas 0.000 l l Equation for Tc: l l l l • Tc : n•(Lclce)O.lq·0.4 hours • l 50(Sc)0.4 * ~cfs * * **************'************''''' "' ~ : ____,5"-'Z..,____ cf s 14; : II 1D cfs ~~ : Z'2.'i cfs 14; : 0 '2.'83 cfs "' ,. ~ Drainage l Flood-Control Engineering SHEET 3 OF 15 r' HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD r r Client: Piu Count Project Ha1e: South Branch Upper Car1ack Sub-Basin Mgmt Study Concentration Point: 14 @ Forest Service Boundary, SE Study Area [ Natershed Area (A): 470.0 Acres Length of NaterCourse (lc): r r I r r 11300 feet Length to Center of Gravity (leA): Incre1ental Change in Length (Li) ft. 1: 11300 4: 2: 5: 3: _ __ 6: _ __ 1:~ 2: 3: 4: _ __ 4: 5: 6: 5: _ __ I: SUH(Lil/Hi)O.S: 31298 Hean Basin Factor (n1): ~ Natershed Type: Mountain (Natural) Flood Frequency: ~ Areal Areal Areal Areal Areal Adjusted Curve Hu1bers (CH'): Runoff Supply Rate (q): 0.726 ,. * i in./hr. Peak Discharge : l.OOBqA(acres): Q : 5 JlLLin. JlLLin. JlLLin. JlLLin. JlLLin. !•pervious Cover: _ _ 0' A)~ (function of i) Iterative Solution of Tc: ...1L 1inutes Rainfall Intensity (i) at Tc: ~ in./hr. Runoff Supply Rate (q) at Tc: ~ in./hr. cfs Value: Value: Value: Value: Value: Runoff to Rainfall Ratios (C): A) JlLL 8) .1L.li. B) 0.554 C)~ C) JlLL D) 93.27 D) 0. 739 !•pervious areas ~(constant) !1pervious areas 0.000 8) ..!h.Q_ D) .1LQ__ r 100 years Precipitation Depths C)~ r 6: _ __ Basin Factors (n1l Hean Slope (Sc): (Lc/!)2: 0.13035 P24(24-hour): ~in. P6 ( 6-hour): __Lil_in. Pl ( Hour): .l,lLin. P2 ( 2-hour): ~in. Pt ( !-hour): ..LlLin. Curve Hu1bers (CH): A) r 6550 feet !ncre1ental Change in Elevation (Hj) ft. 1: 1473 2: 3: _ __ Vegetative Cover: _30_, r. . Prepared by: ~RL"'S__ Date: 11/1/1991 Job 1: 916001 ~cfs SliD ~ Drainage & Flood-Control Engineering ******************************** * * Eauation for Tc: * * ** Tc : n-(Lclca)O.lg·0.4 hours** * 50(Sc)0.4 * * * ******************************** cfs SHEET 4 OF 15 r r r" ' r r r r r HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD Prepared by: -"'RL"'S__ Date: 11/1/1991 Job 1: 916001 c1ient: ,--"-P ~,..a_,c,ou'-"n-'.lt'-:--,-,..-----:----:---:----:----:-c---::----:-------Project Ha1e: South Branch Upper CarMack Sub-Basin Mg1t Study Concentration Point: IS South Branch @Rancho Catalina Ave. d/s seq. 1"'. 556.0 Acres Watershed Area (A): Length of WaterCourse (Lc): lJSOO feet 7650 feet Length to Center of Gravity (LeA): Incre1ental Change in Length (L; l ft. 1: 11300 2: 2200 3: _ __ Incre1ental Change in Elevation (H; l ft. 1: 1473 2: 84 3: _ __ 4: 4: 5: 6: - - - 5: Basin Factors (nbl 1:~ 6: _ __ 2:~ 5: 3: 6: "ean Slope (Sc) : (Lc/l)l: 0.10063 Watershed Type: -'""ix,ec;,d______ ~ "ean Basin Factor (nb): Flood Frequency: 100 years Precipitation Depths Pl4(24-hour): ~in. P1 ( 6-hour): ..llL_in. P1 ( 3-hour): .l.,lLin. P2 ( 2-hour): ~in. Pt ( !·hour): ~in. Areal Areal Areal Areal Areal Value: Value: Value: Value: Value: _Hlfr__in. _Hlfr__in. _Hlfr__in. _Hlfr__in. _Hlfr__in. Soil Groups: _o_,A _a_u _o_,c r r". Vegetative Cover: I1pervious Cover: _ _ 1' __R_JD Curve Hu1bers (CN): A) ~ B) ..!h.Q__ ' C)~ Adjusted Curve Nu1bers (CN'): A) ~ B) B7' 16 Runoff to Rainfall Ratios (C): A) JiLa__ B) 0.554 C)~ C) JiLa__ D) ...Llli D) 93.27 I1pervious areas _2!___(constant) D) .1L..2._ r *i r r Runoff Supply Rate (q): 0.727 r Peak Discharge : 1.00BqA(acres): __.'2....,7.::...~1~- ~ cf s ~ : I1pervious areas 0.957 in./hr. (function of i) ******************************** Iterative Solution of Tc: _1L 1inutes Rainfall Intensity (i) at Tc: ~ in./hr. Runoff Supply Rate (q) at Tc: __.l.l1. in./hr. r ,. __lQ__' * * Equation for Tc: ** Tc : nb(Lclcel'-lq·0.4 hours ** * 50(Sc)0.4 * * * ******************************** ~cfs 53 5 Drainage & Flood-Control Engineering _i_,_"''_,_lD=-- cf s ~5 ""''-'-'5""!.,,.,__ cfs ~0 = 15oco cfs SHEET 5 OF 15 r r r r HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD Client: Pi1a Count Project Na1e: South Branch Upper Car1ack Sub-Basin Mgmt Study Concentration Point: to @Rancho Catalina Ave, dis segment Watershed Area (A): I r r 194.0 Acres Length of WaterCourse (Lc): r 7340 feet Length to Center of Gravity (Lea): 4600 feet Incre1ental Change in Length (L; l ft. 1: 5140 2: 900 3: 1300 1: Incre•ental Change in Elevation (H; l ft. 1113 2: 76 3: 48 1: ___Q_,_Q§.Q 2: ___Q_,_Q§.Q 3: ~ 4: 4: 4: 5: 0: - - - 5: 6: _ __ Basin Factors (n-l 5: 0: Mean Slope (Sc) = (Lc/1)2: 0.113B2 Mean Basin Factor (n1): r ~ Watershed Type: _,_M"'ix,_,e,_d______ Flood Frequency: 100 years Precipitation Depths Pl4(24-hour): ~in. p, ( 6-hour): ~in. PJ ( 3-hour): .l.,li_in. P2 ( 2-hour): ...hQLin. Pt ( !-hour): ..l.J.Lin. r r Prepared by: ~RL,.S__ Date: 11/1/1991 Job 1: 916001 Areal Areal Areal Areal Areal Value: Value: Value: Value: Value: ~in. ~in. ~in. ~in. ~in. Soil Groups: _o_,A _IO_,B _o_,c Vegetative Cover: !1pervious Cover: __ 4t ~' _2Q_'D r ~ B)~ C)~ Curve Nu1bers (CN): A) r r ~ B) ..R.li. Runoff to Rainfall Ratios (C): A) ~ B) 0.554 C)~ C)~ D) 93.27 !•pervious areas ~(constant) D) ..11..Q_ r r Adjusted Curve Nu1bers (CN'): A) D) 0. 739 I1pervious areas 0.957 Runoff Supply Rate (q): 0. 730 * i in./hr. (function of i) Iterative Solution of Tc: _15_ 1inutes Rainfall Intensity (i) at Tc: ~ in./hr. Runoff Supply Rate (q) at Tc: ...iJ.!. in./hr. Peak Discharge : 1.00BqA(acres): ~cfs r ******************************** * ** * Tc * Equation for Tc: * •* : n•(LclcaJO.lq-0.4 hours • 50(Sc)0.4 • cfs Q50 = /30 cfs r ' r lr.i Drainage I< Flood-Control Engineering SHEET 6 OF 15 r r HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD r" Client: ::----"P"'i•. _a_,c"'ou'""n""t'-:--.,-----:-~--,--,---,--,-------,--------Project Na1e: South Branch Upper Caroack Sub-Basin Mg1t Study Concentration Point: #7@ Rancho Catalina Ave, (CP#5 t CPI6) r Natershed Area (A): ----'-"75"'-'0."'0 Acres r r r r Length of NaterCourse (lc): r ' r ,.. r (lc~): length to Center of Gravity Incre•ental Change in Elevation (Hj) ft. 1: 1473 2: B4 3: _ __ 1:~ 2:~ 4: 4: 4: 5: 5: 6: - - - 5: 6: - - - "ean Basin Factor (n1): ~ Natershed Type: 2M,.i,xe"'d------. Flood Frequency: r- 3: 6: 100 years Precipitation Depths Pl4(24-hour): ~in. P, ( 6-hour): ~in. Pl ( 3-hour): .l.JLin. P2 ( 2-hour): .LQ.Lin. Pt ( !-hour): 2. 71 in. Areal Areal Areal Areal Areal Soil Groups: ____o__,A ____9__,B ~in. ~in. ~in. ~in. ~in. Value: Value: Value: Value: Value: !•pervious Cover: ______ n Vegetative Cover: ____ 29__, ____o__,c _9_1'D Curve Nu1bers (CN): A) _jjJ_!_ Adjusted Curve Nu1bers (CN'): A) _jjJ_!_ B) B7.16 B) .1L9_ C) _jjJ_!_ D) ..1L..Q_ Runoff to Rainfall Ratios (C): A) JiLa__ B) 0.554 C) JiLa__ C) _jjJ_!_ D) 0. 739 !•pervious areas 0.957 D) 93.27 I1pervious areas _21___(constant) Runoff Supply Rate (q): 0.727 * i in./hr. (function of i) ~ 1inutes ~ ~ ******************************** * ** Tc in./hr. in./hr. I r Basin Factors fn1l "ean Slope (Sc) : (lc/I)l: 0.10063 Iterative Solution of Tc: Rainfall Intensity (i) at Tc: ,. Runoff Supply Rate (q) at Tc: r- 7650 feet Incre1ental Change in Length (lj) ft. 1: 11300 2: 2200 3: _ __ r r 13500 feet Prepared by: -:-::"'Rl"'"S__ Date: 11/1/1991 Job 1: 916001 Peak Discharge : l.OOBqA(acres): * ~cfs Equation for Tc: : ni(Lclc~)O.lg-D.4 50(Sc)0.4 ** hours * * * ******************************** ___,a,..1_,_1___ cf s ~ : , 3lD ~ Drainage & Flood-Control Engineering cfs ~5 ___:.IS""t..~z..,.____ cf s ~O _2.=o_,3c_]L___ cfs SHEET 7 OF 15 r r f" r r r HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD Client: Pi1a Count Project Hale: South Branch Upper Carmack Sub-Basin Mg1t Study Concentration Point: 18 South Branch @Oracle Rd US 89 Prepared by: -"'RL""S__ Date: 11/1/1991 Job 1: 916001 Watershed Area (A): -----'-'-77-"'8."'0 Acres length of WaterCourse (lc): 14800 feet length to Center of Gravity (leA): Incre1ental Change in length (l;) ft. 2: 2200 3: 1300 Incre1ental Change in Elevation (H;) ft. 1473 2: 84 3: 45 1: 11300 4: 5: 8300 feet 1: 4: 6: _ __ 5: 6: _ __ Basin Factors (nb) 1: ......LQ.Q.Q 2: _LQlQ. 3: __Q,Jl!. 4: 5: 6: Mean Slope (Sc) : (lc/!)2: 0.08924 Watershed Type: . !M!.!.ix,e'"d_ _ _ _ __ Flood Frequency: r Precipitation Depths PH(24-hour): 4.71 in. p, ( 6-hour): ~in. Pl ( 3-hour): 3.29 in. Pz ( 2-hour): ~in. Pt ( !-hour): 2.71 in. I"' r' i ' r I"' r r Soil Groups: ____o__,A JQ....JB Areal Areal Areal Areal Areal ~in. ~in. ~in. ~in. ~in. I1pervious Cover: ______ 2' Vegetative Cover: __I2__' ____o__,c Value: Value: Value: Value: Value: ......1L'D Curve Nu1bers (CH): A) ....J1Lfr_ B)~ Adjusted Curve Nu1bers (CH'): A) ....J1Lfr_ 8) B7.16 Runoff to Rainfall Ratios (C): A) ~ B) 0.554 C)~ C) ....J1Lfr_ C) ....J1Lfr_ D) .1L.Q._ D) 0. 739 I1pervious areas 0.957 D) 93.27 Ilpervious areas _2i___(constant) Runoff Supply Rate (q): 0.725 • i in./hr. (function of i) • Equation tor Tc: • • • •• Tc : nb(lclu)O.lq·0.4 hours •• Iterative Solution of Tc: __I2__ 1inutes Rainfall Intensity (i) at Tc: ~ in./hr. Runoff Supply Rate (q) at Tc: ~ in./hr. 50(Sc)0.4 • r 100 years Peak Discharge : l.OOSqA(acres): • •·········•**********************• ~cis I"' cfs 5: Q Jt'O cfs 10 : Q 10'-\0 cfs Q25 : lS~o cfs I"' ~ ~ Drainage & Flood-Control Engineering SHEET 8 OF 15 r r HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD r" Client: Pima Count Project Nale: South Branch Uooer Caroack Sub-Bas!n Mgmt Study Concentration Point: 19 South Branch @CarMack Wash Northern Branch r- Natershed Area (A): 837.0 Acres Length of NaterCourse ,Lc): r r ~ean SU~(L;lfHi)I.S; Basin Factor (n1J: r r r r r. Basin Factors (n1l 1:~2:~3:~ 4:~ 5: 6: Slope (Sc) : (lc/J)l: 0.06352 Nate rshed Type: -'M"-ix,.,eoo.d- - - - - Flood Frequency: 100 years Precipitation Depths P24 (24-hour): P, ( 6-hour): PJ ( 3-hour): P2 ( 2-hour): Pt ( !-hour): Soil Groups: ____o__,A ____ 13__U _Lll_in. _lill_in. .l.J.Lin. Areal Areal Areal Areal Areal ~in. .l.JL.in. Vegetative Cover: ____o__,c ~' Value: ~in. Value: ~in. Value: _ftijt__in. Value: ~in. Value: _ftijt__in. !lpervious Cover: ______ 4' JL'D Adjusted Curve Nu1bers (CN'): A) _)jj_A_ B) 87.16 Curve Nu1bers (CN): A) _j1[B_ r D)~ r 10150 feet Incre1ental Change in Elevation (Hj) ft. 1: 1473 2: 84 3: 45 5: _ _ _ 6: _ _ _ 4: --"'B9'-~ean 0.051 B) .1hQ_ C) _)jj_A_ r- Length to Center of Gravity (lee): 73401 . r 18500 feet lncre•ental Change in length (lj) ft. 1: 11300 2: 2200 3: 1300 4: 3700 5: 6: _ __ J: Prepared by: -"'RL"'-S__ Date: 11/1/1991 Job 1: 916001 Runoff to Rainfall Ratios (C): A) ~ B) 0.554 C) _)jj_A_ C)~ D) 93.27 D) 0. 739 I1pervious areas 0.957 I1pervious areas _ii___(constant) Runoff Supply Rate (q): 0.725 * i in./hr. (function of i) Iterative Solution of Tc: _lL_ 1inutes Rainfall Intensity (i) at Tc: ~ in./hr. Runoff Supply Rate (q) at Tc: __l,jl in./hr. Peak Discharge : I.OOBqA(acres): ~cfs •••••••••••••••••••••••••••••••• • •• Equation for Tc: * 50(Sc)l.4 • • • * Tc : n.(lclce)O.lg-0.4 hours • l * l •••••••••••••••••••••••••••••••• ,. I cfs r r- ~ Drainage & Flood-Control lngineering SHEET 9 OF 15 r r HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD r- Client: Pi1a Count Project Na1e: South Branch Upper Cartack Sub-Basin Mgat Study Concentration Point: 110 d/s of Sunnyslope Drive r Watershed Area (A): _ ___,_3"-'1."-0 Acres Length of WaterCourse (Lc): r r r 1: 4: 5: 6: - - - {: SU"(L;l/H;)O.S; "ean Basin Factor (nl): of 1260 feet Gravity (LeA): Basin Factors (nil Incre•ental Change in Elevation (H;} ft. 1: 50 2: 146 3: 22 1:~2:~3:~ 4: 4: S· 6: _ __ 6: Watershed Type: .J.Mcci,xe,_d______ ~ Flood Frequency: 100 years PreciPitation Depths I ' Soil Groups: _o_tA _4_7_tB Areal Areal Areal Areal Areal ...LlL_in. .l,]Lin. _LlLin. ..LQLin. ~in. Value: Value: Value: Value: Value: ~in. ~in. ~in. ~in. ~in. I1pervious Cover: _1_7t Vegetative Cover: _2l_t _o_tc _53_tD ~ B)~ C)~ Curve Nu1bers (CN): A) r'. Adjusted Curve Nu1bers (CN'): A) ~ 8) 87.16 D) 91.0 Runoff Supply Rate (q): 0.704 C) J.LL D) 93.27 I1pervious areas 99 * i in./hr. (function of i) r Iterative Solution of Tc: _7_ 1inutes Rainfall Intensity (i) at Tc: ~ in./hr. Runoff Supply Rate (q) at Tc: ___LQl in./hr. r Peak Discharge: l.OOBqA(acres): ___jjtlL_cfs Runoff to Rainfall Ratios (C): A) ~ B) 0.554 C)~ D) ******************************** * ** Tc * ...) ~ Drainage & Flood-Control Engineering o.m I1pervious areas 0.957 (constant) Equation for Tc: : n•llclce)O.lq-0.4 SO(Sc)0.4 * * hours * * ******************************** cfs r- 5: "ean Slope (Sc) : (lc/!)2: 0.08165 B819 P24(24-hour): P& ( 6-hour): P1 ( 3-hour): Pz ( 2-hour): Pt ( !-hour): ,. r r Length to Center Incre1ental Change in Length (l;l ft. 450 2: 1600 3: 470 r r r 2520 feet Prepared by: --"-'RL..;_S__ Date: 11/1/1991 Job 1: 916001 50 : Q _lt.;'S!::;"lL-_ cfs SHEET 10 OF 15 r r r r r r r HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD Client: PiMa Count Project Hale: South Branch Upper Car;ack Sub-Basin Mgmt Study Concentration Point: IliA @ Oracle Road, US 89 luis CP Ill) Watershed Area (A): _ __c:4.._,1.,_,_0 Acres 3510 feet length of Watercourse (lc): Incre1ental Change in length llil ft. 1: 1000 2: 1650 3: 200 4: 200 5: 460 6: _ __ Basin Factors ln1l Incre1ental Change in Elevation (Hj) ft. 1: 182 2: 158 3: 12 4: 8 5: 16 6: _ __ 1: __Q_,_Q§_Q_ 2: ~ 3: ___t_lli 4 : ___Q_,_QlQ 5: _w_Q 6: watershed Type: . .cM"'ixo.<;eecd______ Hean Basin Factor (nb): 100 years Flood Frequency: ___LM.!. Precipitation Depths P24(24-hour): P, ( 6-hour): PJ ( 3-hour): Pz ( 2-hour): P1 (!-hour): Soil Groups: ____o__,A ____o__,c j Areal Areal Areal Areal Areal J..,lLin. .l,lLin. _LlLin. J..,QLin. 2.71 in. Vegetative Cover: ____ 21 __, -.JL'B "" ~in. ~in. ~in. ~in. ~in. Value: Value: Value: Value: Value: !1pervious Cover: ~' __5__7__,0 r r Adjusted Curve Hu1bers (CH'): A) ___][/_a_ B) 87.16 Curve Hulbers (CH): A) ___][/_a_ B) ..!U__ c) ___][/_a_ 0) .Jl.,_Q_ Runoff to Rainfall Ratios (C): A) D) 93.27 I1pervious areas _2i___(constant) r llpervious areas 0.957 ******************************** Iterative Solution of Tc: _7_ 1inutes Rainfall Intensity (i) at Tc: ~ in./hr. !'"' Runoff Supply Rate (q) at Tc: _..U! in./hr. Peak Discharge: I.008qA(acres): ~ B) 0.554 C) Jl1L 0) 0. 739 c) ___][/_a_ Runoff Supply Rate (q): 0.743 * i in./hr. (function of i) r r 1750 feet length to Center of Gravity (leA): Hean Slope (Sc) : (lc/1)2: 0.08614 r r r Prepared by: ~RL"'-S__ Date: 11/1/1991 Job 1: 9!6001 * * ** Tc * • ~cfs Equation for Tc: : n•llclca)t.lg-o.4 SO(Sc)0.4 * * hours * * * * •••••••••••••••••••••••••••••••• ~ : S'-\ _ __,"'_,'C,___ cfs 10 : Q ____,!1_,3~\___ cfs ~~ : 111 cfs ~0 __,2==:2-==S~- cfs r r- ~ Drainage & Flood-Control Engineering SHEET 11 OF 15 r HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD r r Client: Pima Count Project Na1e: South Branch Upper Car1ack Sub-Basin Mgmt Study Concentration Point: tll@ Oracle Road, US B9 IIllA + 1!0 + Comm.) r Watershed Area (A): _ ____,8"--4."'-0 Acres Length of WaterCourse (Lc): ,.. 3610 feet lncre1ental Chanoe in Length (L;) ft. 1: 1000 2: !650 3: 200 4: 200 5: 460 6: 100 f ' r Nean Basin factor (nb): ~ watershed Type: _,M!..!.i,xe"'-d------. flood frequency: r r r" ,.. Areal Areal Areal Areal Areal Pz4(2•·hour): ~in. P1 ( 6-hour): ~in. PJ ( 3-hour): ~in. Pz ( 2-hour): ..LQLin. Pt ( !·hour): ~in. r r r 1ncre1ental Change in Elevation (H; l ft. 1: 182 2: !58 3: 12 4: 8 5: !6 6: 6 feet Basin factors lnb) 1: ~ 2: .....Lill_ 3: ---.t.lli 4:~ s:~ 6: o.m 100 years Precipitation Depths t ' 1800 Nean Slope (Sc) : (Lc/1)1: 0.08520 ,.. r, Length to Center of Gravity (LeA): 1: SUN(L;l/Hi)O.S; 12367 r' i Prepared by: -"JRL,.S__ Date: 11/1/!991 Job 1: 916001 Soil Groups: ____o__,A ____ 45 __U ____o__,c ____ 55 __,D Curve Nu1bers (CN): A) __lilA_ B) .ll,_Q__ C) __lilA_ D) .1L.Q__ Vegetative Cover: __2__1__, Value: Value: Value: Value: Value: J1La__in. J1La__in. J1La__in. J1La__in. J1La__i n. llpervious Cover: ____3__ 1' Adjusted Curve Nu1bers (CN'): A) __lilA_ B) 87.16 Runoff to Rainfall Ratios (C): A) _!LA__ B) 0. 554 c) __lilA_ c) _!LA__ D) 93.27 llpervious areas _!!___(constant) D) 0.739 !1pervious areas 0.957 Runoff Supply Rate (q): 0.749 • i in./hr. (function of i) Iterative Solution of Tc: _7_ 1inutes Rainfall Intensity (i) at Tc: ~ in./hr. Runoff Supply Rate (q) at Tc: ....iJ.Q_ in./hr. Peak Discharge : 1.008qA(acres): ~cfs ******************************** • ••* Equation for Tc: •• * Tc : ni(LcLu)O.lq·0.4 hours • * * 50(Sc)0.4 * • ******************************** !0 ,.. I r' cfs ~ Drainage • Flood-Control Engineering SHEFI' 12 OF 15 r r HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD r- Client: Pioa Count Project Naoe: South Branch Upper Carmack Sub-Basin Mgmt Study Concentration Point: 112 southern tributary to Hardy Wash r Watershed Area (A): _ ___,3,_,2..: _0 Acres Length of WaterCourse (Lc): r r r r 1: 4: Incre1ental Change in length (Lj} ft. 40 2: 2760 3: _ __ 5: 6: _ __ Mean Basin Factor (n1): Increoental Change in Elevation (Hi I ft. 6 2: 70 3: _ __ 1: 4: _ __ 5: - - - 6: _ _ _ _ Basin Factors ln1l 1:~ 2:~ 3: 4: 5: 6: Mean Slope (Sc) : (lc/1)2: 0.02579 Watershed Type: . .!H"-i"'xe,d______ ~ Flood Frequency: 100 years Precipitation Depths P24(24-hour): Pi ( 6-hour): P1 ( 3-hour): P2 ( 2-hour): P1 ( !-hour): ' r" 1400 feet Length to Center of Gravity (LeA): I: SUM(L;l/H;)O.S; 17434 ,.. r 2BOO feet Prepared by: _,_RL,_,s__ Date: 11/1/1991 Job 1: 916001 Soil Groups: _0_\A _50_\B _0_\C I Areal Areal Areal Areal Areal 4.71 in. .l.,]Lin. 3.29 in. 3.06 in. .LILin. Vegetative Cover: _lQ._\ Value: Value: Value: Value: Value: ~in. ~in. ~in. ~in. ~in. Iopervious Cover: ___lQ_\ _lQ.._\D r r r I'" Curve Nuobers (CN): A) _ji[B_ B) _jL.Q_ C) _ji[B_ D) .1L.Q_ Adjusted Curve Nuobers (CN'): A) _ji[B_ B) .R..!1 Runoff to Rainfall Ratios (C): A) ~ B) 0.554 C)~ C) _ji[B_ Runoff Supply Rate (q): 0.709 • i in./hr. (function of i) •••••••••••••••••••••••••••••••• • Equation for Tc: • • • •• Tc : n-(lclu)O.lq·0.4 hours •• Iterative Solution of Tc: _12_ oinutes Rainfall Intensity (i) at Tc: ~ in./hr. Runoff Supply Rate (q) at Tc: ~ in./hr. I r D) 0.739 Iopervious areas 0.957 D) 93.27 Iopervious areas _2!___(constant) * * SO(Sc)0-4 •••••••••••••••••••••••••••••••••• Peak Discharge : I.OOBqA(acres): __lli_cfs I ~ : __,'2:=-:-t.____ cf s ~ _ _,Se::L\L-_cfs Q10 : _ _,-,=3~_cfs ~~ : to?> cfs ~0 = 1'2."1 cfs r r IJLI Drainage I. Flood-Control Engineering SHEET 13 OF 15 r r r r r HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD Client: Pioa Count Project Na1e: South Branch Upper Car1ack Sub-Basin Mg1t Study Concentration Point: #13 Hardy Wash, u/s of confluence ICP 1111 Matershed Area (A): _ ___..:.9"'8._,_0 Acres Length of MaterCourse (Lc): 6510 feet Length to Center of Gravity (LeA): Incre1ental Change in Length (L; J ft. 1: 3610 2: 800 3: 1100 4: _ __ r r Prepared by: --'"RL,_S__ Date: ll/1/1991 Job 1: 916001 5: _ __ 3150 feet Incre1ental Change in Elevation (H; l ft. I: 308 2: 10 3: SO 6: - - - 4: _ __ 6: _ __ 5: _ __ Basin factors (nbl I : ~ 1: ____LQj_j_ 3: ____t_Qli 4: 5: 6: Nean Slope (Sc) : (Lc/!)2: 0.04401 Matershed Type: -'M,_i,xe"-d______ Nean Basin factor (nb): flood frequency: _t_lli 100 years Precipitation Depths P24(24-hour): ~in. P, ( 6-hour): .l..l.Lin. PJ ( 3-hour): ~in. P2 ( 2-hour): ...LQLin. P1 ( !-hour): ..LILin. r r r r r r ' r Areal Areal Areal Areal Areal Value: Value: Value: Value: Value: ~in. ~in. ~in. ~in. ~in. Soil Groups: _o_,A Vegetative Cover: _2_1_, _46_U _o_,c I1pervious Cover: _3_1' _1.LJD Curve Nu1bers (CH): A) __)jjA_ B) .1.LQ_ C) __)jjA_ D) ..1.L..L Runoff Supply Rate (q): 0.748 Adjusted Curve Hu1bers (CH'): A) __)jjA_ B) 87.16 Runoff to Rainfall Ratios (C): A) ~ B) 0.554 C) __)jjA_ C)~ D) 93.17 llpervious areas _2!___(constant) * i in./hr. (function of i) ******************************** Iterative Solution of Tc: _14_ 1inutes Rainfall Intensity (i) at Tc: ~ in./hr. Runoff Supply Rate (q) at Tc: ~ in./hr. Peak Discharge : I.OOBqA(acres): Q = _ _cClL'"\.___ 2 cfs * * Equation for Tc: * * ** Tc = n-(LclceJO.lq-0.4 hours** * 50( Sc)1.4 * ********************************** ~cfs Q = __.1_,1_,_1_ _ 5 D) 0. 739 I1pervious areas 0.957 cfs Q : 10 _""Z..::~""-"'E>'--- cfs 25 = __::3,_,\_,Sc___ cfs Q Q50 = ___,2.=-9_,_,2.,__ cfs r ,. ~ Drainage & Flood-Control Engineering t ' SHEET 14 OF 15 r r r r HYDROLOGIC DATA SHEET - ANALYSIS BY THE PIMA COUNTY METHOD Client: Pin Count Project Hate: South Branch Upper Carmack Sub-Basin Mgmt Study Concentration Point: #14 Hardy Wash @Carmack Wash Watershed Area (A): _ r 3590 feet length to Center of Gravity (LeA): Increaental Change in Elevation (Hi) ft. 1: 30B 2: 20 3: 50 4: 10 5: 6: - - - Basin Factors (nb) 1:~2:~3:~ 4:~ 5: 6: Mean Slope (Sc) : (Lc/!)2: 0.03836 Mean Basin Factor (nb): r ~ Nate rshed Type: _,H"-ix,_,e"-d_ _ _ _ __ Flood Frequency: 100 years Precipitation Depths P24(24-hour): ~in. Ps ( 6-hour): 3.72 in. P1 ( 3-hour): ~in. P2 ( 2-hour): _l_,M_in. P1 ( !-hour): _LlLin. r Areal Areal Areal Areal Areal Value: Value: Value: Value: Value: ~in. ~in. ~in. ~in. ~in. Soil Groups: _O_,A _o_,c . r. r r r r ,. Vegetative Cover: _2_1_, _47_U r I 7200 feet Increaental Chanoe in Length llil ft. 1: 3610 2: BOO 3: 2100 4: 690 5: 6: - - - I r Acres Length of WaterCourse (lc): ,. r __,_,13~5."'-0 Prepared by: ---"'P.l"'-S__ Date: 11/1/1991 Job 1: 916001 Iapervious Cover: ___£§_' _53_,D Curve Nuabers (CN): A) _jill_ 8) 83. 0 Adjusted Curve Huabers (CN'): A) _jill_ 8) 87.16 Runoff to Rainfall Ratios (C): A) ~ 8) 0.554 C) _jill_ D) 91.0 C) _jill_ D) 93.27 C)~ D) 0.739 !tpervious areas .lt_(constant) Iapervious areas 0.957 Runoff Supply Rate (q): 0.737 * i in./hr. (function of i) ******************************** Iterative Solution of Tc: _16_ ainutes Rainfall Intensity (i) at Tc: ~ in./hr. Runoff Supply Rate (q) at Tc: 4.44 in./hr. * * ** Tc * Peak Discharge: I.OOBqA(acres): Equation for Tc: : nl(lclc&)O.lq·0.4 50(Sc)O. 4 * * hours** * ~cfs ******************************** ~ : _L"'-..___ \OJ cf s %: "Z..o"' cfs ~ 5 : '3'0!> cfs %o _'-1-'-''0.,__<\.1.__ cf s r ,. ~ Drainage & Flood-Control Engineering l SHEET 15 OF 15 r r r r r r r r r r r r r r r r r r Appendix C Input and Summary OUtput Listings for all HEC-2 Analyses (detailed output listings are also provided in a compressed format on the accompanying 5 1/4" double-density diskettes) r ' !115191 r r r r r r 17:52:i8 PAGE THIS RUH EXECUTED 12/ 5/91 tUU tUtU t tU UUU t t t U t t U UUUU tU t t t t t U It HEC2 RELEASE DATED SEP 88 UPDATED SEPT 1981 ERROR CORR - 01.02.03 "OOIFICATIOH t U Ul t t t tUtU t UIU t UU It I UUUUUU l Ut U Ul SPLIT FLOi BEIHG PERFORm Sf SPLIT FLOi AHALYSIS SECTIOHS 11 - 15 !"" l: r r r r r r r r !"" r r II iS iC iC SEC 11 TO SEC 12 -1 11 12 0 mu 28 2584.5 135 2587.5 Ti IS 2. 7 29 2578.5 i9 2578.5 50 2587.5 SEC 12 TO SEC 13 -1 9 12 13 0 2587.0 1 2581.0 80 2582.0 160 2583.7 2. 7 20 2582.0 161 2589.7 50 2582.0 200 2590.6 65 2582.0 2. 7 61 2586.0 225 2598.0 80 2588.0 110 2590.0 i( SEC 13 TO SEC 14 -1 13 14 0 2590.6 60 2590.6 164 2590.8 165 2598.0 II iS iC iC SEC 14 TO SEC 15 -1 6 15 H 0 2598.0 25 2598.0 190 2594.1 2. 7 26 2592.0 50 2592.0 175 259i.O II iS SEC 15 TO SEC 15.5 -1 5 15 15.5 o 259U 55 2596.0 2. 7 110 2597.5 111 2605.0 140 2605.0 i( iC II IS IC i( a 17:52:i8 r r r l1l 5/91 11 11 13 PAGE South Branch Upper Carmk Sub-Basin Hg1t Studv Preoared for Pi1a County under Contract 107-0H-115368-0891 South Branch lash 5-year r Jl !CHECK r r r J1 HPROF r 17:51:18 mv IHQ IOIR S1R1 HETRIC HYIHS 0.0115 IPLOI PRFYS XSECY XSECH -1 0 0 0 moe FH FQ iSEl Q !Bi 153U 0 CHHIH !TRACE -1 0 15 J3 VARIABLE CODES FOR SUHHARY PRIH10U1 38 53 J6 IHLEQ 1 54 33 55 0 39 16 38 67 !COPY SUBOIV S1R10S 56 14 3 13 15 11 4 42 11 68 RHILE r • r r r r ... I r r r' ,.. HC Q1 11 GR GR 0. 045 3 1.0 2536.0 2536.0 0.045 511 10 1000.0 1510.0 0. 045 1159 1105 1532.0 2535.0 0.1 2182 1145 1105.0 1610.0 2530.6 2536.0 XI 2.0 23 1040 1190 315 13 GR GR GR GR GR 2542.0 2540.0 1542. 5 2540.0 2540.0 1000.0 1270.0 1820.0 2210.0 2320.0 2538.0 1541.0 2542.0 2540.0 2540.0 1040.0 1320.0 2230.0 2430.0 2538.0 2541.5 2542.0 2538.0 2542.0 3. 0 29 1185 1330 250 2548.0 2545.0 2546.0 2544.6 2544.0 2546.0 1000.0 1250.0 1350.0 2070.0 2355.0 2570.0 2546.0 2545.0 2548.0 2546.0 2542.0 2547.0 1175.0 1285.0 1660.0 2100.0 2365.0 2750.0 2544.0 2544.0 2548.0 2546.5 2544.0 2546.0 Xl 13 GR GR GR SR GR GR mo.o 0. 3 0 1125.0 1740.0 210 1820 1110.0 1600.0 2050.0 2245.0 2570.0 250 1730 1185.0 1310.0 1730.0 2210.0 2370.0 2850.0 2532.0 2536.0 0 1145.0 2070.0 0 2536.0 2538.0 300 0 0 2536.5 2541.5 2540.0 2540.0 lll5. 0 1710.0 2090.0 2255.0 2538.0 2542.0 2541.0 1540.8 250 0 2542.7 2543.3 2546.0 2546.0 2545.0 2548.0 1100.0 1320.0 1960.0 2280.0 2395.0 2990.0 0 1345.0 2215.0 1190.0 1740.0 2110.0 2270.0 0 2544.0 2544.0 2546.0 2544.0 1545.0 1220.0 1330.0 2040.0 2310.0 2450.0 r r r r r r r r r r r r r r r 11/ 5/91 17:51:48 PAGE 11 XJ J. 5 1l lOll 1230 130 GR GR GR GR GR 2550. 0 2548.0 2550.0 2549.0 2546.0 1000.0 1190.0 1410.0 2000.0 2250.0 2548.0 2546.0 2551.2 2549.0 2548.0 1045.0 1200.0 1565.0 2050.0 2340.0 2547.0 2546.0 2550.0 2548.0 2549.0 5Jj !259 UJO 2182 1240 QT X! Xl 4.0 GR 2554.0 GR 2548. 7 GR 2554.0 GR 2548.0 GR 2551.3 QT II GR GR QT XI J 5. 0 2556.9 255U 12 140 1565 1075.0 1210.0 1720.0 2140.0 2590.0 2548.0 1548.0 2548.0 2546.0 2550.0 1095.0 !230.0 !865.0 2190.0 2870.0 HI H5 us 0 2550.5 2552.0 2552.0 2548.0 1580 1090.0 1240.0 I995.0 2225.0 2152.0 2552.0 2550.0 1550.0 Ill 2554.0 1558.0 HI 1095.0 1360.0 us 1000.0 ll80. 0 1580.0 2195.0 2410.0 2552.0 2550.0 2552.0 2547. J 2552.0 1060.0 1200.0 1750.0 2220.0 2870.0 m !231 !095 1556.0 2556.0 2146 ll75 1000.0 1230.0 JHO JllO 2560.0 2561.0 2015 JJ70 1000.0 ms.o !50 2558.0 2561.0 935.0 ll75.0 w 130 0 0 1549.5 2550.0 2548.0 25H.5 1!60. 0 1265.0 1920.0 2215.0 UJO. 0 !290.0 2090.0 2240.0 2550.0 2554.0 2550.0 1550.0 JJ70.0 2!90.0 2310.0 140 2553.0 1558.0 0 Jl25. 0 0 2553.0 0 1!60. 0 !50 UJO.O HIO.O !50 2556.0 0 JHO.O 0 2558.0 0 1110.0 wo.o wo.o 6. 0 2560.6 2560.0 1255.0 3 7. 0 2564.0 156U 340 6 1000.0 1410.0 914 ll25 2563.0 1709 1250 1090.0 2162.0 111 ll25 .0 HI 2560.0 0 JJ70.0 0 2561.0 0 1250.0 3 8. 0 2568.0 2567.2 291 6 1000.0 1320.0 786 !030 1566.0 1493 ll60 !030.0 ISO 116U !50 1070.0 ISO 2566.0 0 Jl60.0 0 1567.0 0 1250.0 3 9. 0 157U 2569.0 278 9 1000.0 JHO.O 7l5 JlOO 2574.0 2570.0 1356 Jlll 1031.0 l!II.O 220 2171.0 2170.4 170 1045.0 1210.0 200 2570.0 2570.6 0 JlOO. 0 !280.0 0 2570.0 0 JllO. 0 r 740 10 1000.0 1120.0 !560 GR GR 3 10.0 2577.5 257U 2576.0 257U 2550 12JO !095.0 1230.0 170 2175.0 2574.0 170 Jl70.0 1250.0 170 2574.0 2573.0 0 !200.0 !300.0 0 25 72.7 1574.0 1210.0 1370.0 r XI 11.0 GR 1581.3 GR 2577. J 6 1000.0 1340.0 JliO 2580.0 1145 1065.0 160 1578.0 160 UIO.O 160 2576.0 0 1210.0 1576.9 I r r GR GR QT II GR GR QT X! GR GR QT II GR GR Q7 X! 8 m.o !110 0 0 1245.0 r r r r r r r 12/ 5/91 II GR GR Xl GR GR Xl GR GR II GR GR Xl r GR GR r r GR GR r r r r r r' r r ' I"' I Xl Xl GR GR 17:51:18 12.0 2581.0 2580.5 mo.o 13.0 2588.0 1581.6 6 1000.0 1135.0 11.0 1593.0 1588.1 PAGE 1185 1582.0 2581.0 1110 1050.0 1190.0 130 2580.0 2581.0 1185.0 mo. o 130 2578.0 1200.0 0 2580.0 l1JO.O 1!60 2586.0 1185 1060.0 200 1581.0 100 1160.0 100 2583.0 1170.0 1581.0 1185.0 1110 1591.0 1590.0 JJIO 1140.0 JJ05. 0 1165.0 wo. 0 110 1590 .0 1591.0 130 1110.0 1390.0 110 1589.0 0 1140.0 0 1589.0 0 1190.0 15 .0 2596.0 2591.1 9 1000.0 1215.0 1160 2595.0 1591.0 1255 1060.0 1220.0 170 2591.7 2594.0 180 lllO. 0 1255.0 175 2591.0 2594.4 0 1160.0 1280.0 0 2592.0 0 1205.0 15.5 2598.0 1596.0 8 1000.0 1235.0 1195 2596.0 2598.0 1210 1130.0 1275.0 95 2594.0 2599.0 125 1195.0 1310.0 110 2593.2 0 1205.0 0 2591.0 1210.0 16.0 2600.0 2599.4 1105 2600.0 2599.4 1215 1105.0 1265.0 95 2598.0 2600.0 w 1000.0 1215.0 1150.0 1285.0 120 2596.2 2602.0 0 1160.0 ll15. 0 0 1598.0 1175.0 17.0 2604.7 2602.0 1095 2604.7 2602.0 ll20 1000.0 lll5. 0 m w 970.0 ll20.0 2604.0 2604.0 1040.0 ll70.0 140 2602.0 2605.0 0 1095.0 0 2600.3 0 lllO.O 1045 1075 110 2604.! 2608.0 1055.0 1180.0 150 2608.8 0 1050.0 1000.0 llO X1 X3 18.0 GR GR 2609.0 2606.6 1000.0 1075.0 2608.0 2607.3 1045.0 1125.0 2606.0 2607.3 170 1165.0 1050.0 1165.0 X1 19.0 2611.0 1612.0 7 1000.0 1085.0 1020 2610.0 2611.0 1060 1020.0 1105.0 150 2608.8 150 1040.0 GR GR mo.o 170 0 2606.0 1060.0 2610.0 0 1060.0 r r r r r r 11/ S/91 Ti r r r r ! r r r r r r r r PAGE SEC Jl TO SEC 11 ASQ s.II Ti QCO"P S.l4 ERRAC . 6l TASQ s .II TCQ 5.14 TABER .6l HITER TABER NITER DSiS um I 1Sil.l10 1S81.118 DSSHO USSHO 11.000 11.000 SEC 11 TO SEC ll ASQ 18S .43 Ti r 11:51:18 QCO"P 185.57 ERRAC .07 om TASQ 191.11 !9l.l0 . OS TASQ 19S.91 TCQ 196.01 TABER . OS HITER OSSHO USSHO OSiS US IS 2s8s .m 2590.117 13.000 14.000 TASQ 195.91 TCQ 196.07 TABER . OS NITER om US iS OSSHO USSHO 7 1590.227 1594.035 !UOO 1S.OOO TASQ 19S. 97 TCQ 196.07 TABER .05 HITER US iS DSSHO USSHO OSiS 7 2594.035 1596.149 !5.000 15.500 TCQ US iS I 1S81.1!8 1S8S.l41 OSSHO USSHO 12.000 ll.OOO SEC ll TO SEC H ASQ Ul Ti QCO"P Ul ERRAC . OS SEC H TO SEC 15 ASQ .00 Ti QCOIIP .00 ERRAC .00 SEC 15 TO SEC 15.5 ASQ .00 QCO"P .00 ERRAC . 00 15 r r r r r 11/ 5/91 Ti 17:52:48 PAGE SEC 11 TO SEC 12 ASQ QCOHP 23.80 Ti ERRAC 23. 75 .21 !ASQ 23.80 !CQ 23. 75 TA8ER HIT£R . 21 DSiS US iS 7 15 78.090 2581.474 OSSHO 11. ODD USSHO 12.000 SEC 12 TO SEC 13 ASQ QCOHP 415. 64 ERRAC 425.01 .15 TASQ TCQ HU3 W.76 TABER HJTER OSiS US iS OSSHO USSHO 7 2581.474 2585.!79 12.000 13.000 HIT£R OSiS US iS OSSHO USSHO 7 2585.979 2590.729 13.000 14.000 HIT£R DSiS US iS DSSHO USSHO 7 1590.729 2594.937 11.000 15.000 NIT£R US iS USSHO OSiS OSSHO 7 2594.937 1596.907 15.000 15. 500 .15 !"" SEC 13 TO SEC 11 li r r QCOHP ASQ 23.6 7 Ti . 35 TASQ 473.10 TCQ l72.34 TABER .16 SEC U TO SEC 15 ASQ r ERRAC 23.59 QCOHP 67.57 ERRAC .17 67 .38 TASQ 540.67 TCQ 539. 11 TABER .18 ' r SEC 15 TO SEC 15.5 Ti ASQ 10.19 !"" \ r r r r r r r r QCOHP 1D.31 ERRAC 1.17 TASQ 550.86 TCQ 550.04 TABER .15 17 r r r ,.. 11/ 5/91 17:51:48 ?AGE South Branch Upper Cartack Sub-Basin Mgt! Study Preoared for Pita County under Contract OT-04-S-115368-0891 100-year South Branch lash Tl T1 13 J1 !CHECK !NQ mv !D!R I r r r ""' ! ,.. l r r ! r r r r r. r r i S!RT HETR!C HV INS Q 0.0115 J1 NPROf 15 !PLOT PRfYS -I mcv ISECH iSEL fQ 1534.0 fN All DC -1 IHLEQ : l. !HEREfORE fRICTION LOSS IHLI IS CALCULATED AS AFUHCTION Of PROfiLE TYPE. iHICH CAH VARY fROH REACH TO REACH. SEE OOCUHENTAT!ON fOR DETAILS. !Bi CHW !TRACE 15 18 r 12/5191 11 :S1:1B PAGE r ... Ti I r ASQ IJ. 02 Ti r ASQ Ti I"' Ti ,.. ,.. r r r r r umo TASQ 13.02 TCQ iUJ TABER .11 HilER .21 ERRAC . 01 T!SQ 6B6.48 TCQ 686.55 TABER . 01 HilER OSiS US iS OSSNO USSNO 1 25Bl.116 2586.361 12.000 13.000 TASQ 733.15 TCQ 7JJ. il TABER . OJ Nl IER OSiS um OSSHO USSNO 7 25B6.361 2591.16B 13.000 JUDO TASQ 1018.58 TCQ 1017.74 TABER •08 HilER OSIS US iS OSSNO USSHO 7 2591.168 2595.m li. 000 15.000 TASQ 1105.53 TCQ 1104.52 TABER .09 HilER OSIS US iS OSSHO USSHO 159s.m 1597.W 15.000 15.500 ERRAC US iS OSSHO OSiS 257B.361 25Bl. 776 11.000 12.000 QCOHP 613.60 SEC JJ TO SEC 1i ASQ 16.91 QCOHP 16.8B ERRAC .19 SEC li TO SEC 15 ASQ 2B5 .13 Ti QCOfiP 12. 9J SEC 12 TO SEC ll 6lJ .16 ,.. ' ,.. ... ,.. SEC 11 TO SEC 12 QCOHP 284.33 ERRAC . 28 SEC IS TO SEC 15.5 ASQ 86.95 QCOHP 86. 78 ERRAC .19 39 r 12' l/91 17:11:48 PAGE r r r r r !"' t THIS RUH EXECUTED 11/ 1/91 •••••••••••••••••••••••••••••••••••••••••••••••••• HEC1 RELEASE DATED SEP 88 UPDATED SEPT 1989 ERROR CORR - 01.01.03 ~ODifiCATIOH - •••••••••••••••••••••••••••••••••••••••••••••••••• NOTE- ASTERISK (•) AT LEFT Of CROSS-SECTION ,. J SECHO r r I r r r HU~BER INDICATES IROB QLOB CiSEL VLOB YCH r !"' I "" ' IH SU~~ARY Of ERRORS LIST QCH QROB DEPTH TOPiiD SSTA EHDSI 1. DOO 1.000 1.000 1131.71 1133.37 1533.77 1.91 1. 89 3.41 4.74 6. 03 6.71 1.91 1. 89 3.41 14.04 71.54 140.74 174.21 100.18 667 .II 16.76 136.31 168 .18 1.15 1. 77 3.17 96.87 144.61 171.14 1081.41 1068.96 1018 .44 1181.19 1113.61 1133.68 1. 000 1. 000 2.000 1138.19 1138.17 1138.84 1.01 1. 09 1.69 3.53 Ul 1.11 1.01 1.10 2.69 . 20 3. 40 9. 40 314.04 691.11 1019.37 .79 13.61 37.70 1.69 1.01 2. 34 119.67 178.48 191.82 1038.07 1034.30 1031.64 1197.73 1111.78 1223.46 3.000 3.000 3. 000 2144.51 1545.10 2541.34 1. 24 3. 85 4.44 4. 76 l. 30 6. 31 2. 26 3. 88 4.49 1.41 11.61 19.81 310.S8 672.94 1016.53 2.98 23.54 40.09 U1 3.10 3.34 90.94 161.51 161.01 1182.43 1119.10 1178.32 1331.13 1341.01 1343.37 3.100 3.100 3.100 2147.91 1548.54 2148.90 .00 2. 09 2. 90 4.43 5.22 l. 69 . 00 2.09 2. 90 . 00 6.95 26.17 311.03 691.79 1029.91 .00 1.40 20.31 3.41 4.04 87.11 146.11 182.59 1046.33 1032.78 1024.81 1229.16 1239.10 1211.68 1.000 4.000 4.000 2510.99 2151.58 2111.94 1.71 3.01 3.72 4.47 5. 32 1.81 . 00 .00 .00 9.18 83.64 180.81 301.45 62UO 891.66 . 00 .00 .00 3.69 1.18 1.~ 91.94 144.03 171.15 1080.32 1068.30 1061.12 1219.68 1231.70 1238.88 5.000 5. 000 5.000 2551.09 2554.63 2155.03 .65 1.21 2.93 1.60 5. 99 6. 61 . 65 2. 27 2. 92 .11 11.40 13.61 291.85 646.36 911.21 . 01 12.38 42.61 1.09 1.63 2.03 86.41 121.22 111.20 1090.94 1065.09 1016.11 1177.35 1192.32 1103.31 6. 000 6. 000 6. 000 2117.85 2118.13 2558.98 .00 1.91 2.61 4.90 6.11 6. 63 •00 1.91 2. 62 . 00 !US 68.92 251.03 163.34 781.29 . 00 11.24 13.25 1. 85 1. 53 2.98 IS .41 111.34 Ill. 43 1112.19 1081.04 1056.17 1167.71 1192.38 1211.60 7. 000 1.000 1.000 2161.20 2561.70 2161.99 . 00 . 00 .00 3. 23 4.13 Ul . 00 . 00 .00 .00 .00 . 00 144.03 313.14 603.47 .00 . 00 .00 1.20 1.70 1.99 71.63 106.25 124.69 1143.13 1131.75 1125 .II 1211.76 1238.00 1249.80 • r ~ESSAGE South Branch lash SUMARY PRINTOUT r r 17:11:39 uo 40 r 12/ 5191 r SECHO ~ ! l 1':52:18 CiS[l PAGE !LOB VCH VROB QlOB QCH QROB DEPTH TOPiiO sm msr 41 8. 000 8. 000 8.000 2565.15 2565.50 2565.78 .00 . 00 . 00 3.15 !.18 U6 . 00 .00 . 00 . 00 . 00 . 00 96.03 235.11 381.17 . 00 . 00 . 00 . 85 1.20 1.18 65.29 92. 72 11U2 1019.91 1041.17 103U2 1115.20 lllU9 1H8. 91 9. 000 9. 000 9. 000 2570.25 2570.44 2570.57 1.17 1.70 1. OS 2. 86 3. 57 U6 1.17 1.79 1.10 1.01 U6 9.19 75.06 131.12 178.31 5. 96 18. 46 61.96 1.25 l.H 1.57 102.56 llUO 187.16 1093.12 1087.87 108U8 1195.67 1131.37 1271. H 10.000 10.000 10.000 157U8 1574.63 1574.89 . 00 . 00 . 00 3.88 U1 5. 01 U7 5. 80 6. 57 . 00 . 00 . 00 81.31 16UI 150.97 161.71 8H.23 1193.50 1.58 1.93 2.19 176.88 188.98 196.73 1191.19 1181.01 1173.17 !370. 00 1370.00 1370.00 11.000 11.000 11.000 1577.71 1578.09 2578.36 . 00 . 54 1.36 uo 1. 98 5. 01 5. 71 Ul 370.51 616.00 850.38 173.51 393.04 590.18 1.71 2.01 1.36 181.38 193.87 205.43 1158.61 1116.13 1134.57 mo.oo mo.oo U1 . 00 . 09 3. 81 1340.00 12.000 11.000 11.000 2581.12 1581.17 1581.78 1. 50 3.35 3.75 6. 02 7.44 7.95 1. 61 3. 76 4.46 105.50 145.49 399.17 319.00 460.16 551.76 115.30 327.28 536.56 3.11 3.17 3.78 110.48 134.50 154.86 1109.51 1085.50 1065.14 1320.00 1320.00 1320.00 13.000 13.000 13.000 1585.34 1585.98 1586.36 J. 60 4.43 5.45 7. 04 8.16 9. 02 us 6.19 7.10 162.01 433.61 753.32 32U6 505.42 645.57 248.96 519.53 731.06 1.34 2.98 3.36 142.01 173.93 185.85 1092.91 1061.01 1049.15 1235.00 1135.00 1235.00 14.000 14.000 14.000 1590.13 1590.73 2591.17 1.08 2. 51 3.30 5. 03 6.19 7.61 1.08 2. 51 3.31 . 62 15. 31 SUO 738.69 1449.78 2010.89 . 69 17.08 56.34 2.03 2. 53 2.97 140.73 165.05 185.47 120U2 1193.40 1183.73 1345.65 1358.44 1369.19 15.000 15.000 15.000 2594.04 159U4 1595.54 . 05 1.41 3. 40 6.18 6. 97 7.61 . 05 3. 36 4.57 . 00 58.19 314.09 739.99 1419.66 1996.19 . 00 61.96 151.77 1. 84 3.74 4.34 99.14 105.15 151.23 1158.32 101U5 1027.77 1257.46 1280.00 1180.00 15.500 15.500 15.500 1596.15 2596.91 2591.45 4.36 5.41 6.30 1.45 8.15 10.18 4.36 5. 53 6.48 318.87 816.98 1430.70 18U1 434.14 581.18 116.11 308.88 531.81 2.95 3. 71 117.64 181.09 228.00 1110.34 1071.05 1035.94 1137.97 1253.14 1263.94 16.000 16.000 16.000 1599.58 2600.18 2600.70 . 00 1.85 3.46 5. 77 6.49 7. 52 1.58 3.77 U3 . 00 53.48 255.32 124.65 1196.06 1856.52 15.35 210.46 438.16 3.38 4.08 156.15 111.14 295.54 1114.31 1000.00 1000.00 1211.11 1181.14 1295. ).4 17.000 11.000 17.000 2603.51 2604.41 1605.02 3.48 4.64 5. 25 1.38 8.42 9.!6 4.56 5.48 5.91 109.28 380.22 113.84 436.03 685.46 905.86 194.69 494.32 870.30 3. 21 4.12 108.05 111.45 260.00 1053.41 1016.85 970.00 1161.16 1194.30 1230.00 18.000 18.000 18.000 2608.04 2608.6 7 2609.31 . 04 2.25 3. 90 6.64 8. 55 9.28 us 6.28 1.35 .00 22.97 152.29 380.46 651.12 901.04 3l9. 53 885.62 1496.66 3.14 3. 77 4.41 122.01 150.29 165.00 1042.99 101U1 1000.00 1165.00 1165.00 1165.00- 19.000 19.000 11.000 2611.43 2612.61 2613.56 3. 63 4.81 5. 86 7.72 9.25 10.68 3. 67 5.50 6.88 18.65 83.11 185.39 674.12 1244.59 1840.73 17.13 232.21 523.88 2. 63 3.81 4.76 65.08 84.21 98.38 1012.84 1006.93 1002.21 1077.91 1091.14 1100.58- ~ r ...I r r r r r ' I r I r ,.. r r r "" I I us uo uo r r r w o/91 1!:52:18 42 PAGE South Branch lash SUHHARY PRINTOUT ... ... J ... CiSEL ems EG 1.000 1. 000 1.000 2532.75 2533.37 2533.77 2532.60 2533.26 2533.65 2533.06 2533.81 2531.28 . 00 . 00 •00 2. 000 2. 000 2. 000 2538.19 2538.57 2538.81 2538.10 2538.50 2538.76 2538. 39 2538. n 2539.30 3.000 3. 000 3. 000 2544.51 2545.10 2545.31 2544.48 2545.10 2545.34 3.500 3.500 3. 500 2547.95 2548.54 2548.90 4.000 4.000 4.000 SEC NO ELm JGIKS . 00 . 00 . 00 2530.60 2530.00 2530.60 126.53 126.70 125.17 .00 . 00 . 00 .00 . 00 . 00 1.14 1.61 1.93 . 69 .71 . 76 5. 32 5.10 5. 02 . 01 . 01 . 00 2536.50 2536.50 2536.50 229.12 215.91 212.99 19.6 7 19.6 7 19.67 300.00 300.00 300.00 .85 1.31 1.64 . 81 •85 . 88 2544.86 2545.53 2515.!4 6.43 7. 72 7.95 . 05 -1.24 -1.40 2542.00 2542.00 2542.00 288.40 308.82 317.81 22.00 22.00 22.00 250.00 250.00 250.00 . 81 1.69 2.20 1.25 1.00 1. 05 254 7.86 2548.47 2548.85 2548.25 2548.95 2549.38 3. 39 3. 43 3.43 . 00 . 00 •01 2544.50 2544.50 2544.50 237.61 229.26 224.98 19.23 19.23 19.23 130.00 130.00 130.00 . 58 1.03 1.37 1.25 1.08 I. 01 2550.99 2551.58 2551.94 2550.82 2551.44 2551.81 2551.29 2551.99 2552.42 3. 04 3.03 3. 04 . 00 •00 . 00 2547.30 2517.30 2547.30 187.12 192.43 195. 71 19.31 19.31 19.31 145.00 145.00 145.00 . 89 1.38 1.72 . 90 •87 . 87 .. 5. 000 5. 000 5. 000 2554.09 2554.63 2555.03 2554.03 2554.63 2555.03 2554.42 2555.16 2555.65 3.12 3. 09 2.66 . 01 -.16 .08 2553.00 2553.00 2553.00 259.52 221.20 190.38 40.71 40. 71 40.71 140.00 140.00 140.00 1.30 1.86 2.08 . 90 .91 .88 ... 6. 000 6. 000 6.000 2557.85 2558.53 2558. 98 2557.76 2558.53 2558.98 2558.22 2559.09 2559.58 3.79 2. 97 2.44 .01 .17 .19 2556.00 2556.00 2556.00 246.00 197.91 162.80 20.00 20.00 20.00 150.00 150.00 150.00 1.42 1.89 2.01 . 90 .88 .83 7. 000 7. 000 7.000 2561.20 2561.70 2561.99 2561.06 2561.54 2561.87 2561.36 2561.97 2562.36 3.12 2.85 2.75 .02 .OJ . 02 2560.00 2560.00 2560.00 190.73 194.59 216. 70 27.59 27.59 27.59 145.00 145.00 145.00 .71 1.03 1.35 . 79 . 86 8. 000 8. 000 8.000 2565.15 2565.50 2565. 78 2565.12 2565.48 2565.74 2565.34 2565.78 2566.10 l. 97 3. 81 3.74 .01 .00 .00 2564.30 2564.30 2564.30 ll8.90 Jll.02 282.07 28 .67 28.67 28.6 7 150.00 150.00 150.00 .90 1.18 1.31 . 93 . 95 •93 9. 000 9. 000 2570.25 2570.44 2570.57 2570.19 2570.41 2570.55 2570.37 2170.61 2570.77 5. 02 4.82 4.66 .01 .01 . 01 2569.00 2569.00 2569.00 201.09 199.99 204.23 23. 50 23.50 23.50 200.00 200.00 200.00 _60 .83 1.02 .73 .77 .80 10.000 10.000 10.000 2574.28 2574.63 2574.89 2574.27 2574.63 2574.89 2574.62 2575.12 2575.51 4.19 4.74 Ul . 07 -.63 -.49 2572. 70 2572.70 2572.70 301.43 278.71 272.21 21.76 21.76 21.76 170.00 170.00 170.00 1.04 1.30 1.50 .n .n 11.000 11.000 11.000 2577.71 2578.09 2578.36 2577.59 2577.92 2578.17 2577.!4 2578.43 2578.82 3. 31 3. 30 3. 29 . 01 . 01 •02 2576.00 2576.00 2576.00 157.54 163.52 164.97 20.63 20.63 20.63 160.00 160.00 160.00 I. 00 1.32 1.61 .73 . 78 .81 r ... I I ""' r • ' ...' •' ""'I' ""' ? ""' ! r . . I I uoo Hl OLOSS KICHSL llCH SHEAR FRCH .74 .94 ! r-r r 12/ Sill r SEC NO ' ,.. ,.. • ,.. CiSEL CR!iS ,.. EG Hl OLOSS ELH!H lO'!S K*CHSL XLCH SHEAR FRCH 12.000 12.000 12.000 2S81.12 2581.11 2581.4 7 2S81.47 2581.78 2581.78 2S81.49 2S81. 97 2582.31 1.62 2. 01 1.97 .23 2S78.00 2S78.00 2S78.00 124.49 !SUS 1Sl.16 15.38 15.38 !US 130.00 130.00 130.00 1.65 2.38 2. 62 .13 .10 .11 13.000 13.000 13.000 2585.34 2585.98 2S86.36 2585.34 2S85. 98 1S86.36 2S85.85 2586.64 2587.18 us 3.65 3. 69 -. 74 -. 23 -. 2S 2583.00 2S83. 00 2583.00 202.34 182.70 184.56 2S.OO 2S. 00 25.00 200.00 200.00 200.00 2.33 2. 83 uo .91 . 91 . 94 14.000 14.000 14.000 2S90.23 2S90.73 259l.l7 2S90.09 2590.71 2591.17 2590.62 2591.43 2S92.05 4.76 4.78 4.89 . 01 . 01 -. 23 2S88.20 2588.20 2S88. 20 197.36 218.71 20S. 51 21.67 21.67 21.67 240.00 240.00 240.00 1.39 . 83 2. 24 1. 66 .93 !S.OOO 15.000 15.000 2594.04 2594.94 2595.S4 2593.99 2594.94 2595.54 2594.63 2595.64 2S96.31 3. 9S 2.81 2. 41 . 06 .49 2591.10 2S91.10 2591.20 257.99 160.40 137.97 17.14 17.14 17.14 175.00 175.00 17S.OO 2.03 2.16 2.37 . 97 .84 . 81 15.500 !S.SOO 15.500 2S96.1S 2596.91 2597.45 2S96 .10 2S96. 91 2597.45 2596 .66 2597.57 2598.30 2.03 1.55 1.70 .01 . 09 -. 09 2S9l.20 2593.20 2593.20 147.53 143.76 159.01 18 .18 18.18 18.18 110.00 110.00 110.00 2.35 2. 97 3.82 .82 .85 .91 16.000 16.000 16.000 2599.58 2600. 28 2600.70 2599.58 2600.28 2600.70 2600.09 2600.85 2601.43 2. 66 2. 05 2.07 -.47 -.17 -.09 2596.20 2596.20 2596.20 227.90 174.68 177.40 25.00 25.00 25.00 120.00 120.00 120.00 1.78 1.98 H8 .91 .85 .89 17.000 17.000 17.000 2603.51 2604.41 2605.02 2603.51 2604.41 2605.02 2604.12 2605.12 2605.82 2. 26 1.92 1.88 .42 .28 . 28 260UO 2600.30 2600.30 160.94 136.60 133.99 29.29 29.29 29.29 140.00 140.00 140.00 2.37 2. 77 3. 24 .85 .82 .84 18.000 18.000 18.000 2608.04 2608.04 2608.6 7 2608.67 2609.37 2609.37 2608.53 2609.50 2610. 35 2.98 3.38 2. 89 -.so -.11 -. 25 2604.90 2604.90 2604.90 175.03 198.92 169.84 27.06 27.06 27.06 170.00 170.00 170.00 2.09 3.15 3.43 . 85 . 95 .91 19.000 19.000 19.000 2611.43 2612.61 2613.56 2612.29 2613.76 2615.03 2. 91 2.34 2.25 -.03 .38 . 29 2608.80 2608.80 2608.80 193.80 156.16 149.76 26.00 26.00 26.00 150.00 150.00 150.00 2. 64 3.28 4.03 •92 . 89 .91 I ' 43 PAGE 17:S2:48 . 83 . 84 .94 ' f ,.. I ,.. I I ,.. r ,.. '' r I ~ r r I 2611.43 2612.61 2613. 56 .43 r r r r r r r r "30o - 30 5. t:lA.T -~ i S/91 1!:21:!3 ......, HEC2 RELEASE DATED SEP 88 UPDATED SEPT !989 ERROR CORR - DL02.0J HODIFJCATION - •••••••••••••••••••••••••••••••••••••••••••••••••• SPLIT FLOW 8EING PERFORMED SF SPLIT FlOi ANALYSIS SECTIONS JDO - JOl Ti iS iC SEC JDD TO JDO.S -1 J JOO JOO.S 0 2556.1 75 2558.0 Ti iS iC SEC 300.S TO lOU -1 2 300.S 30Q.7 0 2558.2 50 2559.2 Ti iS iC SEC JOQ.7 TO 301 -1 3 30Q.7 301 0 2559.2 35 2560.0 2. 7 100 2561.0 r Ti iS iC SEC J01 TO J02 -1 3 J01 302 0 2561.0 70 2562.0 2. 7 165 256U I 7i iS SEC J02 TO 303 -1 3 302 303 0 256U 95 2566.0 2. 7 150 256 7.2 SEC 303 TO 30l 4 -1 303 304 0 2567.2 35 2568.0 2. 7 120 2570.0 r r ,. iC r r r ,.: THIS RUN EXECUTED 121 5/91 .......................................... , Ti iS iC 2.7 85 2558.2 2. 7 150 2570.6 17:H:Jl ,. 12/ 5/91 ,.. l r .. 17:11:13 PAGE South Branch Uooer Caraack Sub-Basin Mqat Study Precared for Piaa Countv under Contract 101-0H-115368-0891 Sheet Flo• Area Hear fl T1 T3 J1 !CHECK HIHV IHQ IOIR STRT r' Jl HPROF t JJ VARIABLE CODES FOR SUMMARY PRIHTOUT I PRFVS !PLOT XSECV 38 53 5 t J6 IHLEQ 54 33 XSECH moe FH !COPY 26 38 61 SUBDIV STRTDS 56 1 68 CHHIM !Bi -I 55 0 39 FQ NSEL Q 1551.0 -1 r . HV IHS 0. 0100 II .. METRIC !TRACE 15 0 8 11 15 14 3 13 1 11 41 RH ILE r I r r r ,.. I r ri r . . HC QT 11 GR 0. 045 3 300.0 2556.0 0. 045 461 2 1000.0 0. 045 845 1000 2556.0 0.1 1194 1370 1310.0 0. 3 0 0 0 0 0 XJ GR GR JOO.S 1558.1 1558.3 1 1000.0 1115.0 1000 1558.5 1558.3 1330 1045.0 1330.0 85 1ll8 .o 85 1080.0 85 1557.1 0 1095.0 1558.0 0 1140.0 XJ GR JOD.J 1559.1 5 1000.0 1000 1559.4 1310 1015.0 50 2558.0 50 1075.0 50 2560.0 0 1140.0 0 2560.0 0 1310.0 XJ GR 301.0 2561.0 4 0.0 0 2560.0 150 50.0 90 2561.0 90 lll.O 90 2562.5 0 150.0 0 0 X! 302.0 2564.0 2564.6 6 0.0 180.0 0 2562.9 180 45.0 140 2563.4 HO HO GR GR 75.0 2563.4 0 120.0 0 2564.0 0 150.0 XJ GR GR 303.0 2561.2 2561.0 1 0.0 180.0 0 2561.0 2561.7 140 55.0 140.0 155 2566.0 155 80.0 155 2566.0 0 100.0 0 2561.2 0 110.0 r 121 5/91 17:21:1l ?AGE r' r r r r r r ) r r' r ,. r r ,. r 11 GR GR X1 GR lOU 2570.6 2170.0 0.0 191.0 0 2570.l 2170.5 240 41.0 240.0 140 2170.0 HO 70.0 140 2168. 7 lOS.O 217U 4 0. 0 0 2174.0 m 11.0 165 217l.O 161 60.0 2574.0 0 100.0 161 1169.6 llO.O 0 131.0 r r r 11/ 5/91 PAGE 17:11:13 ' Ti ASQ 1B. 61 ! r r ... ! ), rw li li TASQ 1B. 61 TCQ 18.65 fABER •16 HlTER DSSHO USSHO OSiS US iS 1556.194 155B.418 300.000 300.500 TASQ 37.07 reo fABER NITER 36.80 .74 US iS OSSNO USSHO DSIS B 1558.128 1559.496 300.500 300.700 ERRAC 6.99 TASQ 65.90 TCQ 63.68 fABER 3.43 HlTER US iS OSSNO USSHO DSIS 8 2559.496 1561.197 300.700 301.000 fRRAC 2. 37 TASQ 175.89 TCQ 171.09 TABER 1. 77 HlTER USiS DSSHO OSIS USSNO 8 2561.297 1564.195 301.000 301.000 ERRAC .37 TASQ 113.97 TCQ 219.35 TABER 2.08 NlTER DSSHO DSiS usws USSNO 8 2564.195 2567.462 302.000 303.000 ERRAC .43 TASQ 137.71 TCQ 133.03 TABER 1.99 MITER US iS DSSNO USSHO DSiS 1567.461 1570.504 303.000 304.000 ERRAC . 16 QCOHP 1B. 15 ERRAC 1.66 SEC 300,7 !0 301 ASQ 1B. 81 '' QCOliP 18.65 SEC 300.S TO 300,7 ASQ 1B.l6 I'" "" SEC 300 TO 300.S QCOHP 16.88 SEC 301 !0 301 ! ASQ 109.99 r' r' r Ti QCONP 107.41 SEC 301 TO 303 ASQ 48.08 QCOKP 48.16 I li r ... I ! r ! r ! I'" SEC 303 TO 304 ASQ 13.73 QCOHP ll. 67 r r r 121 5/91 TJ T2 [J Jl 17:21:13 PAGE South Branch Upper Car1ack Sub-Basin Holt Study Prepared for Pita County under Contract OI-OH-11136B-OB91 25-year Sheet Flo1 Area !C~ECK Iii mv r ,.. t r r i ,.. i r ,.. ' .i r ,.. r ,.. IOIR 0 J2 HPROF !PLOT PRFVS -1 STRT HETRIC 0.0200 XSECV XSECH HY!iS 0 Fi 0 ALL DC -1 l~LEQ : 1. THEREFORE FRICTION LOSS IHLI IS CALCULATED AS A FUNCTION OF PROFILE TYPE. iH!C~ CAN VARY FROH REAC~ TO REAC~. SEE OOCUHEHTAT!ON FOR DETAILS. iSEL Q 0 !Bi 255 7. 0 c~m 0 FQ ITRACE 15 10 r r r r r !'"' i !1/ 5191 Ti .. r Ti I" ! r' . 'f !'"' ' I" ' . r r !'"' TABER . 05 HilER TASQ 56.18 TCQ 56.31 TABER . 05 HilER DSiS US iS DSSNO USSHO 10 1558.488 1559.618 300.500 300. 700 ERRAC . 05 TASQ 119.71 TCQ 119.16 TABER . 05 HilER US iS DSSHO USSHO DSiS 10 1559.618 2561.508 300.700 301.000 ERRAC •03 TASQ 335.63 TCQ 335.75 TABER . Oi NITER OSIS US iS DSSHO USSHO 10 2561.508 256Ui8 301.000 301.000 ERRAC . 05 TASQ m.a6 TCQ HUi TABER . Oi H1TER om USiS DSSNO USSHO 10 256Ui8 1567.702 301.000 303.000 ERRAC .2i l!SQ li5.51 TCQ 545.51 TA8ER . 00 NITER om US iS DSSNO USSNO 10 2567.702 2570.773 303.000 30i. 000 OSiS USiS 10 1556.350 1558.48B 300.000 USSHO 300.500 QCOHP 18.H ERRAC . 05 IICOHP 63.16 IICOHP 215 .!9 SEC 302 TO 303 ASQ 138.13 Ti TCQ 17. B7 SEC 301 TO 301 ASQ 215.92 I" omo TASQ 27.85 ERRAC •05 SEC 30D.7 TO 301 ASQ 63.13 Ti IICOHP 27.87 SEC 300.5 TO 300.7 ASQ 1U1 Ti PAGE SEC 300 TO 300.S ASQ 17.85 Ti 17:11:13 IICOHP 138.29 SEC 303 TO 30i ASQ 71.65 QCOHP 71.48 15 r r 121\/91 11 17:21:13 ?AGE South Branch Uooer Cmack Sub-Basin Hott Studv ?reoared for ?ita County under Contract 07-0H-11536B-OB91 100-year Sheet Flo1 Area T2 13 J1 I CHECK l!Q HIHV IOIR r r r r r r r r r' r r' i r r STRT METRIC HV IHS Q 0. 0200 32 H?ROF 15 I?LOT ?RFVS XSECV 0 -I 0 XSECH iSE L FQ 2557.0 FH ALLOC -I IHLEQ ' I. THEREFORE FRICTIOH LOSS (HLI IS CALCULATED AS A FUHCTIOH Of PROfiLE TV?E, iHICH CAM VARY FROH REACH TO REACH. SEE DOCUHEHTATIOfl FOR DETAILS. IBi CH!IH ITRACE IS 16 r ' l2/ 5/91 17:11:13 PAGE r r li SEC 300 TO 300.S ASQ 36.03 r QCOHP l5o 97 umo TASQ 36 oOJ TCQ 35 097 TAHER 016 HirER TASQ 71o 90 TCQ 11o 76 lASER 019 MITER US IS OSSHO OSiS USSNO 9 15580531 1559 0706 JOO o500 JOOo 700 ERRAC oOO TASQ 166o9l TCQ 1660 79 1ABER o08 HilER om US IS OSSNO USSHO 9 1559 0706 1561.649 JOOo 700 301.000 ERRAC o04 TASQ 471071 TCQ 471071 TABER oOO HilER OSIS US IS OSSHO US SilO 9 1561.649 1564o6ll 301.000 3010 000 ERRAC o04 TASQ 688o15 TCQ 688 031 TABER o01 MITER DSIS US IS DSSHO USSNO 9 1564o6ll 1567o856 J01o000 303 0000 ERRAC ol4 TASQ 815006 TCQ 8140 94 TABER 001 MITER OSIS US iS DSSHO USSHO 9 1567.816 15700969 30lo000 J04o 000 ERRAC 016 OS iS US iS OSSHO 9 1556oll6 15580531 JOOoOOO 300 o500 ! li r !"" ASQ 36 087 li li Ti r r r r ' r ' ,.. r ,.. QCOHP 94.03 QCOHP J05o 93 SEC 301 TO JOJ ASQ 115051 ,.. ERRAC 011 SEC 301 TO 301 ASQ 305079 Ti QCOHP 360 79 SEC JOD.7 TO 301 ASQ 94.03 r r r r SEC JOO.S TO JOD.7 QCOHP 1150 60 SEC 303 TO 304 ASQ 136o81 QCOHP ll6o61 11 r r r r r r r r ' ,. t ... ! ,.. t ,. ! r r r r ,. r !7:21:13 121 :191 PAGE THIS RUM EXECUTED 12/ 5191 22 I7:22:27 •••••••••••••••••••••••••••••••••••••••••••••••••• HEC2 RELEASE OATEO SEP 88 UPOATEO SEPT 1989 ERROR CORR - 01,02,03 HOOIFICATIOH - •••••••••••••••••••••••••••••••••••••••••••••••••• HOlE- ASTERISX ( 1) AT LEFT OF CROS5-SECTIOH HUMBER IHOICATES MESSAGE IH SUMMARY OF ERRORS LIST Sheet Flow Area SUMMARY PRINTOUT sm EHOST 370.00 370.00 370.00 1000.00 1000.00 1000.00 I370. 00 1310.00 1310.00 l.l3 l.l9 1.43 lll.OO 327.58 330.00 1000.00 1000.00 1000.00 mo.oo mo. oo .00 . 00 .00 1.50 !.62 1.71 123.63 127.40 I30.39 IOOO.OO 1000.00 1000.00 1123.63 1127.40 1130.39 290.19 4!9.20 535.87 . 00 .00 .00 l.lO 1.51 1.65 92.48 98.83 I03.76 . 00 . 00 .00 92.48 98.83 103.76 . 00 . 00 . 00 400.18 635.12 841.67 . 00 .00 .00 1.29 1.55 1.73 159. 78 172.37 180.00 •00 . 00 . 00 159. 78 172.37 I80. 00 .00 . 00 . 00 . 00 . 00 .00 448.27 773.35 1057.19 .00 . 00 .00 1.46 1.70 1.86 219.85 239.73 240.00 . 00 .00 . 00 2I9.85 239.73 240.00 3.24 4.03 U7 . 00 .00 . 00 . 00 .00 . 00 462.00 845.00 1194.00 . 00 .00 .00 !.80 2.07 2. 27 224.11 240.00 240.00 15.56 .00 .00 239.67 240.00 240.00 us . 00 . 00 .00 . 00 .00 . 00 462.00 845.00 1194.00 . 00 .00 . 00 l.ll 1.63 1. 90 135.00 135.00 135.00 . 00 .00 .00 135.00 135.00 135.00 SECHO CISEL 300' 000 300.000 300.000 2556.29 2556.35 2556.40 '00 . 00 .00 2.06 2.31 2. 51 .00 .00 . 00 .00 . 00 . 00 224.29 299.49 368.94 .00 .00 . 00 . 29 . 35 .40 300.500 300.500 300.500 2558.43 2558.49 2558.53 . 00 .00 . 00 2.63 2. 92 3.17 .00 . 00 . 00 .00 . 00 .00 242.9I 327.35 404.97 . 00 .00 .00 300. 700 300.700 300. 700 2559.50 255U2 2559.71 •00 .00 . 00 3. 22 3.72 4.11 .00 . 00 . 00 .00 . 00 . 00 26l.l7 355.77 441.84 301.000 301.000 301.000 2561.30 2561.51 256!.65 .00 . 00 .00 4.26 4.83 5.25 . 00 .00 . 00 •00 .00 . 00 302.000 302.000 302.000 2564.19 2564.45 2564.63 .00 . 00 .00 3.43 4.01 4.42 .00 . 00 •00 303.000 303.000 303.000 2567.46 2567.70 2567.86 .00 .00 .00 3.68 4.41 4.98 304.000 304.000 304.000 2570.50 2570.77 2570.97 .00 .00 •00 305.000 305.000 305.000 2574.31 2574.63 2574.90 .00 .00 . 00 5. 92 6.64 ILOB VCH VROB QLOB QCH QROI OEPTH TOPWIO lllO.OO r 12/ 5/91 r Sheet Flow Area r r PAGE 17:11:13 SUNNARY PRINTOUT SEC NO CiS[l CR!iS EG 300.000 300.000 300.000 2556.19 2556.35 2556.10 255!.22 2556.27 2556.32 2556.36 2556.13 2556.19 .00 . 00 . 00 r 300.500 300. 500 300.500 2558.13 2558.19 1558.53 2558.40 2558.H 2558.18 1558.51 2558.62 2558.69 r 300.700 300.700 300.700 2559.50 2559.62 2559. 7l 2559.32 2559.16 2559.57 301.000 301.000 301.000 2561.30 2561.51 2561.65 301.000 302.000 301.000 r' i r r r' r r r r r ! r r r . !'"' !'"' 23 Hl OLOSS KICHSL XLCH SHEAR FRCH ELHIN JOIKS . 00 . 00 . 00 1556.00 2556.00 2556.00 198.89 199.61 199.72 . 00 . 00 . 00 . 00 . 00 . 00 . 37 .H .19 . 67 . 69 . 70 2.16 2.17 2.18 . 01 .01 . 02 2557.10 2557.10 2557.10 325.38 327.11 328.10 12.91 12.91 12.91 85.00 85.00 85.00 . 57 . 69 . 79 . 88 . 88 .90 2559.66 2559.83 2559.97 1.11 1.19 1.25 .02 . 02 . 03 2558.00 2558.00 2558.00 16 7.63 186.69 201.32 18.00 18.00 18.00 50.00 50.00 50.00 .69 . 87 1. 01 . 70 . 76 . 80 2561.23 2561.13 1561.60 2561.58 1561.87 2561.08 1.89 1.99 1.06 .01 .01 . 05 2560.00 1560.00 1560.00 251.39 156.10 259.87 22.22 22.11 11.11 90.00 90.00 90.00 1.16 1.10 1.60 .87 .91 •93 1561.19 156l.l5 2561.63 1561.03 2561.15 156l.l1 1561.38 2561.70 2561.93 1. 79 2. 81 1.85 .01 . 01 .01 2561.90 1561.90 1561.90 161.95 165.65 166.93 10. 71 10. 7l 20.71 110.00 110.00 110.00 . 75 .95 1.10 .71 303.000 303.000 303.000 2567.16 2567.70 2567.86 1567.10 1567.61 2567.79 156 7.6 7 2568.00 2568.24 3.19 3.19 3.28 .01 . 01 . 02 1566.00 2566.00 2566.00 171.51 272.11 268.50 10.00 20.00 20.00 155.00 155.00 155.00 . 91 1.24 1.18 . 87 .91 •93 301.000 304.000 304.000 25 70.50 2570.77 2570.97 2570.31 2570.63 2570.80 2570.67 2571.02 2571.31 2. 99 3.02 3.06 .00 . 01 . 00 2568.70 1568.70 2568. 70 175.61 178.22 181.64 19.29 19.29 19.29 110.00 110.00 110.00 . 70 . 97 1.23 . 72 . 76 . 80 305.000 305.000 305.000 2571.31 2571.63 2571.90 2571.18 2571.63 2571.90 2571.64 2575.17 2575.59 3.!2 1.98 U1 .05 -. 93 -. 68 1573.00 2573.00 2573.00 299.85 301.62 279.66 26.06 26.06 26.06 165.00 165.00 165.00 1.38 1.99 2. 33 . 96 1.02 1.01 .71 •76 r r r r r r r r ,.. ! r r r ,.. • !"' !"' !"' ll:i9:l8 THIS RUH EXECUTED 1/14191 HEC1 RELEASE DATED SEP 88 UPDATED SEPT 1989 ERROR CORR- Ol.D1.0l MODIFICATION - •••••••••••••••••••••••••••••••••••••••••••••••••• SPLIT FLOi BETHG PERFORMED SF SPLIT FLOi iHALYSTS SECTIONS 103.5 - 101 Ti iS iC SEC 103.5 TO 101 -1 1 103.5 100 D 1551.0 lO 1551.5 1.7 Ti iS iC SEC 1DO TO 101 -1 1 100 101 0 1551.5 13D 1553.0 1.7 Ti iS iC SEC 1D1 TO 101 -1 5 101 101 0 1553.0 15 155U 1.1 90 1556.0 180 1558.0 150 1559.6 ll:o9:l8 r r r r 13:49:38 1124192 ll !1 !3 South Branch Uooer Camck Sub-Basin ~o1t Studv Preoared lor Pi .a Countv under Contract 107-0H-111368-0891 Shadoo Htn. lributarv 1-Year Jl !CHECK IHQ HIHV r IOIR STRT HE!RIC HVIHS J1 HPROF IPLO! PRFVS XSECV 0 XSECH FH ALLOC -1 1161.0 !Bi -1 FQ NSEL Q 0.0110 r r r PAGE CHH IH I!RACE 0 11 J3 VARIABLE COOES FOR SUHHARY PRIH!OUT 38 13 J6 IHLEQ II II 33 16 38 67 39 !COPY SUBOIV 16 13 11 11 14 3 I 11 11 68 S!RTOS RHI LE ' !"' ! f r r HC Ql Xl 0. 011 0.011 197 0. 011 510 1130 0.1 1105 1111 0. 3 101.0 11 GR GR GR 1111.0 1110.8 1111.0 1110.0 1170.0 1170.0 1510.0 1110.6 1110.0 1300.0 1110.0 1510.0 r r 11 !3 GR GR GR 101.1 11 1110 1111 110 1111.3 1110.0 2512.3 1000.0 1110.0 1180.0 1111.0 1510.0 2513.2 1030.0 1115.0 1210.0 !"' X1 GR GR GR 101.0 2116 .I 1511.0 2516.0 12 2210.0 1370.0 2850.0 2355 2516.0 2545.0 2548.0 X1 GR GR 103.0 2519.0 2548.0 8 2050.0 2340.0 2190 2518.0 1519.0 r r r ,.. ' r lJ 0 1360 1130.0 1310.0 0 0 1138.0 1110.6 1115.0 1360.0 110 0 1510.0 1110.0 1111.0 1130.0 0 1511.0 1111.0 2512.2 110 1110 1065.0 llJI.O 1115.0 1111.0 1113.0 2111.0 1071.0 1115.0 1121.0 1111.8 2113.0 1110.0 1160.0 2370 2280.0 2395.0 2990.0 120 1511.0 2515.0 120 1310.0 2450.0 120 1511.0 1546.0 0 1311.0 2570.0 0 1511.0 2547.0 1361.0 2750.0 2250 2110.0 2590.0 135 2516.0 2550.0 lJ5 1190.0 2870.0 lJ5 2141.5 0 1115.0 0 2146.0 1110.0 r r r 1114192 XI GR GR X1 13: l9: 38 PAGE lOU 1551.0 1548.0 10 1995.0 1115.0 1190 1550.0 1550.0 2240 1090.0 1110.0 150 1550.0 2550.0 HO 1190.0 1310.0 100.0 1551.5 2550.0 1000.0 1165.0 1!40 2552.0 1551.0 1175 1045.0 1175.0 60 2552.0 2554.0 1000.0 1150.0 1050 2553.0 1550.0 1090 1050.0 1130.0 1548.0 1551.3 1195.0 1410.0 0 1547.3 1551.0 1110.0 1870.0 130 1110.0 1185.0 130 1550.0 0 1150.0 2549.0 0 1155.0 100 1550.0 120 1075.0 120 1550.0 0 1085.0 0 1551.0 1090.0 l45 r GR GR r GR GR 20!.0 2553.0 1554.0 Xl 101.0 a GR 1558.0 GR 1554.0 1000.0 1110.0 1075 1556.0 1556.0 1110 1065.0 1155.0 100 1554.0 15S8. 0 140 1075.0 1110.0 170 1553.0 0 1085.0 0 1553.0 0 1105.0 1000.0 1135.0 1085 1560.0 1561.0 1110 1065.0 1170.0 100 1S58.0 100 1085.0 180 15S1.0 1095.0 0 1558.0 1110.0 1070 1561.0 1100 1070.0 180 1560.S 180 1090.0 180 1S61.0 1100.0 0 1564.0 0 112S. 0 ' ,. ' r r ,. Xl Xl GR GR 103.0 1561.0 1560.0 XI 104.0 GR 1S66. 0 GR 1S66.0 6 1000.0 1170.0 205 .0 2570.0 1000.0 1015 2566.0 1070 1025.0 180 2564.0 180 1040.0 180 2S66.0 1070.0 0 2570.0 0 118S. 0 106.0 1S74 .0 191 5 1000.0 516 1035 2574.0 1062 1180 1035.0 210 2570.0 210 107S.O 210 2570.0 0 1115.0 2571.0 1180.0 5 101 1000 1574.0 419 1150 1050.0 205 2574.0 205 1090.0 205 2576.0 0 1130.0 0 1577.0 0 11SO. 0 77 1010 2582.0 371 1110 1010.0 220 2580.0 120 1045.0 220 2580.0 0 1090.0 0 1S81.0 0 1110.0 0 100 100 100 0 0 258l.S 30.0 1583.5 45.0 2584.0 50.0 60 110.0 60 0 130.0 0 1591.0 0 lSO.O XI r r r r r r r r ,. ,. l GR Q7 Xl GR Q[ Xl GR Q[ XI GR XI X3 3 107.0 1578.0 1000.0 I 108.0 1584.0 s 1000.0 109.0 GR 1S86. 0 GR 1S86. 0 XI s GR 109.5 1588.0 XI 110.0 GR 1S90. 0 0. 0 80.0 1584.0 80 10 25.0 3 0.0 0 1S86. 0 ss.o 60 2S88.0 0 1S88. 6 ISO 70.0 so so so 0. 0 1590.0 100.0 2590.0 110 r l/W91 r r Ti I li '00 ,.. r r r r' r r r ,.. r r' ,.. PAGE SEC lOU TO 101 ASQ r 13:49:38 SEC ASQ '00 li SEC ASQ '00 QCOMP .00 100 TO QCOMP .00 ERRAC '00 TASQ TABER '00 HITER '00 US iS om USSHO OSSHO 1548.736 1551.470 103.500 100' 000 HilER '00 TABER '00 US iS om 1551.470 1551' 564 TABER •00 HilER •00 TCQ .no 101 ERRAC '00 TASQ TCQ '00 USSHO OSSHO 100' 000 101.000 101 TO 102 QCOMP .00 ERRAC . 00 TASQ TCQ .00 om US IS OSSHO USSHO 1 1551.164 1154.189 101.000 101.000 14 r r r r r r r' r r r r ,.. ' r r r 1124192 ll 11 13 13:49:38 PAGE South Branch Uooer Cmack Sub-Basin Matt Studv Preoared for Pita Countv under Contract OHH-115368-0891 Shad01 Mtn. Orainaae•av 15-vear J1 !CHECK IHQ H!HI 10 I R S1R1 METRIC 0. 0150 J1 MPROF !PLOT PRFVS -1 XSECV XSECH HV!HS Q 0 FH ISEL FQ 1561.0 ALLOC -1 !Bi CHMIM !TRACE 15 15 r r l/1<191 Ti r r ,. ' r r r r r r r ' r r r r r i' PAGE SEC 103.5 TO 101 ASQ QCOHP '00 Ti r 1J:49:J8 SEC ASQ 200 lO QCOHP 42. J6 Ti '00 SEC ASQ UJ ERRAC TASQ TCQ . 00 100.00 TABER . 00 NITER 100.00 om US iS 1549.598 1551.504 DSSNO 10J.500 USSNO 100.000 101 ERRAC 41. J1 .11 TASQ 41. l6 TCQ 41. J1 TABER NITER .11 om um 1551.504 255J.447 OSSNO 200.000 USSNO 201.000 201 TO 202 QCOHP UJ ERRAC .14 TASQ 46.69 TCQ 46.64 TABER .11 NITER om um 5 255J.447 2555.109 OSSNO 101.000 USSNO 202.000 14 r r r uwn !3:<9:38 PAGE South Branch Uooer Car1ack Sub-Basin ~o1t Studv Preoared for Pi1a Countv under Contract 07-0H-ll5368-0891 Shado• ~tn. Orainaomv 100-vear T1 T2 Tl J1 !CHECK IHQ HIHV IOIR 0 ,.. r r "" r r r r r' r r J2 HPROF !5 !PLOT PRFVS 0 -1 STRT ~ETRIC HVIHS 0.0150 XSECV XSECH 0 0 FH All DC -1 iSH Q 0 !Bi FQ 2561.0 CHHI~ I TRACE 15 25 r 11W92 13: i9: 38 PAGE r • !C r r r r r r r r r r r r r ' !'"' ' "" T 0' 045 111.0 3 25 79' 0 1577.31 1000' 0 0.045 430 1015 2577.!1 1578.0 112' 0 2580.0 100.0 100 1579.0 QT X1 X5 GR X1 GR 0.045 199 0' 1 0. 3 643 1070 1578.30 1015.0 1576.0 1035.0 1576.0 1050.0 2577.0 1070' 0 215 115' 0 60 1578.0 60 160.0 60 15 78.0 195.0 1579.5 0 215.0 r l/14/91 13:H:38 PAGE r SEC 103.5 TO 101 Ti r r ASQ Ti r' ,.. ' ,. r ,.. I ' ,. r r ,.. f I ,.. r i ,.. ' r QCOMP . 91 SEC ASQ Ti 100 TO QCOMP 193.91 SEC ASQ 36.80 ERRAC .90 TASQ TCQ TABER . 91 . 90 191.85 194.91 TASQ TCQ 131.65 131.86 1.48 HTTER om ms a 1550.519 1551.165 1.48 OSSHO 103. 500 USSHO 100. 000 101 ERRAC . 05 191.01 TASQ TCQ TABER HilER . 05 OS iS US iS 1551.765 1551.013 OSSHO 100.000 USSHO 101.000 101 TO 101 QCOMP 36.91 ERRAC . 35 TABER .09 HilER om US iS 1551.013 1555.819 OSSHO 101.000 USSHO 101.000 35 ,.. ' 1114191 13:49:38 PAGE ,.. ' !"'" !• ,.. I ... ,.. ... I r. ,.. ,.. ,.. ! r ,.. •' ' r r r ,.. ... THIS RUH EXECUTED l/W91 13:11:18 •••••••••••••••••••••••••••••••••••••••••••••••••• HEC1 RELEASE DATED SEP 88 UPDATED SEPT 1989 ERROR CORR - Dl. 02.03 HOO!F!CATIOH ltttlttttttlttltlttttttttttttttttitttlltlttttttttt HOlE- ASTERISK (I) AT LEFT OF CROSS-SECT!OH HUH8ER !HO!CATES HESSAGE IH SUHHARY OF ERRORS LIST Shadoo Htn. Tributary SUHHARY PR!HTOUT SECHO CiSH !01.000 10!.000 101.000 1540.42 2540.91 2141.21 !.77 2. 81 3.55 4.53 5.69 6. 76 1.28 2.45 3.49 12. 73 108. 73 214.97 160.84 271.41 J1J. 23 13.43 123.16 285.16 2.42 2. 91 3. 21 101.500 101.500 101.500 2542.32 2543.01 2543.36 !.71 3. 37 4.37 s. 94 5.35 6. 92 . OS 2.18 3. 20 10.64 135.42 276.93 186.35 334.01 474.93 . 00 33.88 121.49 102.000 102.000 102. DOO 2544.53 2545.13 2545.48 2. 62 4.07 5.33 6.43 7.35 1.70 2. 26 2.90 68.43 244.82 411.42 122.53 205.21 273.40 103.000 103.000 103.000 2546.27 2546.87 2547.31 •82 1.94 2.69 3.20 us 5. 77 . 82 1.94 2.69 . 72 18.29 57.52 103.500 103.500 103. 500 2548.74 2549.60 2550.52 .00 .00 2. OJ 5. 58 7.07 5. 71 .00 .00 1.94 200.000 200.000 200.000 2551.4 7 2552.50 2552.77 .00 I. 86 3.05 4.88 5. 22 6.87 201. 000 201.000 101.000 2552.56 2553.45 1554.04 . 00 1.53 3. 00 3.16 4.66 6.07 101.000 101.000 101.000 1554.19 2555.11 2555.85 1.16 1.76 4.09 4.30 6.18 8.18 VL08 us YCH YROB QLOB QCH QROB DEPTH TOPilO SSTA EHOST 115.98 195.32 210.38 2188.97 2164.68 2149.62 2348.04 2360.00 2360.00 2. 32 3.01 3. 36 56.76 156.14 168.81 1059.47 104 7. 39 104l.l9 1180. 53 1203. 54 1210.00 6.04 53.29 188.53 2. 53 3.13 3.48 81.32 172.04 220.00 2302.01 2293.11 2287.78 2383.32 2465.15 2507. 77 194.98 452.09 712.26 1.30 32.93 103. 58 1.77 2.37 2. 81 78. 51 120.84 151.62 2183.39 2168.27 2157.28 2261.90 2289.11 2308.90 .00 .00 118.17 197.00 503.31 664.65 . 00 . 00 90. 54 1.44 2. 30 3.22 37.36 45.98 284.55 2193.16 219!.01 2065.36 2230.52 2236.98 2349. 91 .00 1.25 2. 01 .00 110.46 292.27 197.00 392.06 579.05 . 00 . 79 2. 94 2.47 3. 50 J. 77 29.10 l77. 52 178.83 1142.65 1000.00 1000.00 1172.35 1177.52 1178.83 .91 2.12 3. 04 . 00 34.27 155.79 192. 31 444.67 711.95 4.69 66.73 189.46 2. 56 3.45 4.04 53.38 133.42 151.58 1053.61 1000.00 1000.00 1106.99 1133.41 1151.58 1.18 1.79 4.14 .14 8. 56 34.92 195.89 511.10 946.38 .86 30.34 113.70 1.29 1.11 1.85 51.51 70.07 86.59 1073.55 1069.43 1065.76 1115.06 1139. so 1152.35 36 r 1/24/92 ' r r r r r r r ,. 13:49:38 PAGE VL08 YCH Ql08 SECHO CiSEL 203.000 203.000 203.000 2558.75 2559.72 2560.68 2.58 4.00 U4 5. 76 7.53 8. 42 2.58 4.00 5.19 7.34 58.87 198.25 180.48 417.45 668.69 9.18 73.68 238.06 1.75 2. 72 3.68 204.000 204.000 204.000 2562.49 2563.36 2564.26 1.74 3. 39 5.14 us 7.19 8. 40 1.74 3.39 U2 3.62 55.03 196.38 190.79 455.71 759.07 2.59 39.26 149.55 205.000 205.000 205.000 2565.97 2566.74 2567.63 . 00 2.38 3. 60 U2 6. 69 7.90 .00 2.40 3.63 .00 4.17 29.98 197.00 526.48 936.03 206.000 206.000 206.000 2570.66 2571.25 25 71.82 .00 . 00 .00 3. 64 U2 6.14 . 00 .00 . 00 .00 .00 .00 207.000 207.000 207.000 2574.14 2574.74 2575.55 . 00 . 00 . 00 . 90 2.66 4.13 . 00 . 00 . 00 208.000 208.000 208.000 2580.03 2580.43 258l.l0 . 00 .00 .00 .76 3.43 5.38 209.000 209.000 209.000 2583.57 2584.28 2585.25 . 00 . 00 . 00 209.500 209.500 209.500 2586.15 2586.86 2587.62 210.000 210.000 210.000 IR08 QROB SSTA EHOST 41.97 63.61 103.81 1077.46 1067.84 1043.02 1119.43 lll1.45 1146.83 1.99 2.86 3.76 44.62 70.85 100.52 1061.47 1046.17 1030.40 1106.09 1117.02 1130.92 .00 19.34 ll9.00 1.97 2.74 3.63 44.28 71.21 102.13 1025.24 1020.32 1014.80 1069.52 1091.53 1116.93 191.00 526.00 1062.00 .00 . 00 . 00 .66 1.25 1.82 88.24 lOU! 120.08 1068.37 1062.49 1056.79 1156.61 1166.90 1176.87 .00 . 00 .00 5.00 102.00 419.00 . 00 . 00 . 00 .14 .74 1.55 44.28 63.97 90.50 1048.35 1040.78 1030.58 1092.64 1104.75 1121.07 . 00 .00 . 00 .00 .00 .00 1.00 77.00 372.00 . 00 . 00 . 00 .03 .43 l.lO 45.94 59.01 78.76 1044.64 1039.61 1031.24 1090.58 1098.62 1110.00 •88 us 5. 93 .00 . 00 .00 . 00 .00 .00 1.00 77.00 372.00 . 00 . 00 . 00 .07 .78 1.75 16.45 32.73 58.76 29.28 21.48 10.00 45.72 54.22 68.76 . 00 . 00 . 00 1.56 3.75 5.18 . 00 .00 . 00 .00 .00 .00 1.00 77.00 372.00 . 00 . 00 . 00 .15 .86 1.62 8.39 47.52 88.89 5o.ao 31.24 10.55 suo 78.76 99.45 2588.75 2589. 37 2590.11 . 00 . 00 . 00 1.20 3.60 U9 .00 . 00 . 00 . 00 .00 .00 1.00 77.00 372.00 . 00 . 00 . 00 .15 .77 1.51 10.88 55.30 13l.l3 62.38 31.29 .00 73.26 86.59 13l.l3 211.000 211.000 211.000 2577.32 2577. 9J 2578.30 .00 .00 1.31 U3 5. 73 6.65 . 00 .00 . 00 .00 199.00 .00 . 00 . 00 1.32 1.91 2.30 48.20 54.10 59.50 1021.80 1015.90 1010.50 1070.00 1070.00 1070.00 212.000 212.000 212.000 2578.84 2579.35 2579.74 .00 . 00 . 00 Ul 4.46 U8 .00 .00 .00 . 00 .00 . 00 . 84 1.35 1.74 81.74 105.58 118.41 1JO. 26 116.35 106.59 212.00 221.92 225.00 QCH DEPTH TOPiiO 37 I I I "". .oo m.oo .89 642.11 .00 199.00 .oo m.oo .00 643.00 r r I r r li1W1 13:49:38 PAGE Shado1 Mtn. Tributary mHARY PRINTOUT SEC NO CiSEL CRiiS EG 101.000 101.000 101.000 1540.41 1540.91 1541.1J 1540.41 1540.91 1541.1J 1540.69 1541.13 1541.61 . 00 . 00 . 00 101.500 J01.500 J01.500 1541.31 154J.OJ 1543.36 1541.31 154J.OJ 1543.36 1541.74 1543.41 1543.88 r r J01.000 102.000 101.000 154UJ 2515.JJ 2515.48 2544.53 2115.13 2515.18 r JOJ.OOO JOJ. 000 JOJ.OOO 2546.17 2546.87 2117. JJ JOJ.SOO J03.500 J03.500 r r r r r r r r r ' r r r • ,.. I ' 38 Hl OLOSS ELH IN JOIKS . 00 . 00 . 00 1538.00 1538.00 1538.00 119.85 118. 01 148.49 .00 .00 . 00 .00 .00 . 00 1.06 1.51 1.05 . 67 73 .80 1.14 1.11 1.10 -.36 -.16 -.J8 1540.00 1540.00 2540. 00 J86. 85 176.19 J83.41 J6. 6) J6. 6) J6. 6) J10.00 J10.00 110.00 1.16 1.77 1. 24 . 95 . 83 . 87 2544.85 2515.51 2511. 95 1.86 1.75 1.86 .J8 .17 .J6 2542.00 2512.00 2512.00 J54.99 116.09 J51.95 J6. 6) 16 .6) 16.6) J10.00 J20 .00 J10.00 1.48 1.91 2.10 . 76 . 78 .82 2515.93 1546.60 2517.11 2546.13 2547 .J8 2547.75 1.56 1.65 1.80 .02 . OJ . 00 2544.50 2514.50 2514.10 92. 50 JOUJ 116.59 J8. 52 J8.52 J8.51 135.00 J35.00 135.00 . 59 1. 06 1.50 . 56 .64 .71 2548.74 2549.60 2550.52 2548. 71 2519.60 2550.52 1519.22 2550.37 1550.92 1.5J 3. 76 1.41 -1.96 -. 98 .J3 154 7.30 2517.30 2517.30 311.30 259.37 98.28 J9. JJ J9 .3J J9. JJ 115.00 145.00 115.00 1.83 1. 51 1.43 J.OJ 1. 00 .66 200.000 100.000 200.000 2551.47 2511.50 2552.77 1551.15 2552.50 2552.77 2551.81 2552.81 2553.30 2.6J 1.13 1.55 .OJ . 58 -.J8 2519.00 2519.00 2549.00 118.03 92.07 J36. 90 J3.08 JJ.08 J3.08 JJO.OO 130.00 JJO.OO 1.16 1.13 1.06 . 74 .63 . 78 201.000 201.000 201.000 1552.56 2553.15 2551.04 2551.69 1552.84 2513.72 2552.72 2553.73 2554.18 . 85 . 88 1.17 . 02 . OJ . OJ 1550.00 2550.00 2550.00 16.83 63. 72 80.41 8. 33 8. 33 8. 33 J20.00 J20.00 J10.00 .11 . 95 1.49 .13 . 53 . 62 202.000 201.000 202.000 1554.29 2555.11 1555.85 1551.J2 1554.97 2555.85 2554.57 2555.67 1556.78 1.82 1.85 2. 94 . 01 . 08 -.64 2553.00 2553.00 2553.00 J67.68 J56. 31 171.67 J7.65 17.65 J7.65 170.00 170.00 170.00 1.06 1.79 2. 80 . 75 . 80 . 90 203.000 203.000 203.000 2558.75 2559.72 1560.68 2558.75 2559. 72 2560.68 2559.23 2560.15 2561.50 1.06 3. 27 2. 53 -.46 1557.00 2557.00 2557.00 225.65 J81.00 J39. 89 22.22 22.22 22.22 J80.00 J80.00 J80.00 1.77 1. 50 1.)) .91 -.17 . 29 .89 .83 201.000 201.000 101.000 2562.19 1563.36 2564.26 2562.38 2563.36 2564.26 2562.89 2561.06 2565.11 3.65 3.18 2. 69 . OJ . 01 -. 08 2560.50 2560.50 2560.50 J83.75 J76.12 149.72 J9.14 19.44 J9.11 J80. 00 180.00 180.00 1.42 1.32 2. 81 .8J . 87 . 85 205.000 205.000 205.000 1565.97 2566.74 1567.63 2565.79 2566.72 2567.63 2566.28 2561.11 2568.18 3.39 3.35 2.85 . 01 . 00 - .08 2564.00 2564.00 2561.00 192.66 195.96 158.11 19.14 J9.14 19.44 180.00 180.00 180.00 1.18 1.11 2.60 . 80 .89 .86 106.000 106.000 206.000 2570.66 1511.25 1571.82 2570.59 2571.11 1571.70 2570.87 2511.61 2571.41 Ul . 01 . OJ . OJ 2570.00 2510.00 1570.00 243.02 201.11 212.12 28.57 18.57 28.51 110.00 210.00 210.00 .90 1.31 1.91 .83 .83 . 90 4.11 3.89 KICHSL XLCH SHEAR FRCH r J/2ll92 r r r r r r r' r r r r r ' r r r r r•• r' I I JJ:i9:JS J9 PAGE SEC NO CiSEL CR!iS EG 101.000 101.000 201.000 151Ui 1571.74 1515.55 157i.OS 1511.51 1575.15 1514.15 1571.85 1515.81 3.16 3.12 20S. 000 10S.OOO 20S. 000 15SO. OJ 15SO.iJ 15Sl.JO 15S0.01 1\SO.iJ 15Sl.JO 1580. Oi 15S0.62 2\SJ.SS JJ.iJ 5. 14 209.000 109.000 209.000 25SUI 25Si.2S 25S5.25 15SJ.55 25Si.1S 15S5.15 25S3. 59 25SU6 15S5.SO 109. 500 209.500 209.500 1586.15 25S6.S6 25SI.62 25S6.15 15S6. S6 15SU1 210.000 210.000 210.000 15S8. 75 15SU7 1590.11 111.000 211.000 211.000 111.000 111.000 111.000 Hl ELm JOI!S . 01 . OJ . OJ 1574.00 1571.00 1571.00 J!S.15 J1S.56 131. ss J9. SJ J9. 51 J9. SJ 105.00 205.00 105. 00 -JO.ll .01 -1.95 1\SO.OO 15SO.OO 25SO. 00 6!0.61 J93.11 317.10 17.17 17.11 17.11 110.00 110.00 220.00 . 9J 1.71 3.55 3.65 2.96 . 00 . !6 .13 25Sl.SO 25SJ.50 25SJ.50 219.96 365.16 196. JS 35.00 JS. 00 JS.OO !00.00 100.00 100.00 1.16 1. 9S . 59 1. 01 1.01 25S6.19 15SI.OS 15S8.03 i .lJ 2. Jl 1.96 -1.63 -.OS -.OS 15S6. 00 25S6.00 25SUO 6SS. JS J95.JS 317.02 11.67 11.6 I 11.6 I 60.00 60.00 60.00 . JJ 1.01 1.65 . 99 1. 01 1. 02 258S.7i 1589.37 2590. Jl 2588.77 25S9.58 1590.11 2.58 2.10 1.58 . 00 -. 06 . Oi 25S8. 60 1588.60 1188.60 111.91 m.S7 316.19 52.00 51.00 51.00 50.00 50.00 50.00 . 20 1.02 1.18 .77 1. 01 •96 1577. l1 1577.91 1578.30 1577.!8 2577.76 2578.17 2577.61 1578.12 1578.99 . 00 . 00 .00 . 08 . 09 .11 1576.00 1576.00 2176.00 200. OJ -12600.10 1!9.10 -11600.10 198.10 -1160o.JO .00 . 00 . 00 1.16 l.ll 1.17 . Sl .86 .89 1578.84 1579.35 1579.14 2578.80 1579.21 2579.49 1579.09 2579.66 1580.06 1.16 1.12 1.04 .01 . 02 . 04 1578.00 1578.00 1578.00 187.J8 206.16 153.65 60.00 60.00 60.00 1.09 l.JS 1.14 .91 . 82 . 74 OLOSS us us KICHSL ll.JJ JJ. JJ ll.JJ XLCH SHEAR .09 . iS .91 .Jl .11 FRCH . iS . 61 . 69 . 19 . 9S 1. OJ r r r r r r r r 5B'N-l>Sl. DA..T ~ 11 ·u: o :g,c~ 'AGE THIS RUN EXECUTED 11181q1 11:U: 0 tlfltllllttttltllllttlttttttttltlltllllltllllllltt HEC1 RELEASE OATED SEP 88 UPDATED SEPT 1989 ERROR CORR - 01.01.03 HDDIFTCATJOH - •••••••••••••••••••••••••••••••••••••••••••••••••• 11 11 TJ South Branch Uooer Cmack Sub-Basin MOlt Studv Preoared for Pi1a Countv under Contract I07-0H-ll536B-OB91 South Branch iash U/S 5-vear Jl !CHECK J2 HPROF IHQ HIHV !PlOT PRFVS 0 -1 101 R SIR! 0 0.0000 XSECV METRIC Q HY IHS FQ iSEL 161B.6 XSECH FH All DC CHHIH !Bi II RACE ' r r r r r r r r I r r r -1 0 0 15 JJ VARIABLE CODES FOR SUHMARY PRIHTOUT JB 53 J6 IHLEQ HC 55 54 33 !COPY J9 SUBDIV 26 38 67 STRTDS 56 1 68 13 2 14 3 15 11 RHILE XI GR GR 0. 045 3 20.0 2624.0 2620.0 0. 045 740 8 1000.0 1220.0 D.045 1560 1115 2622.0 2622.0 0.1 2550 1225 1115.0 1225.0 0 2620.0 2622.0 0 1155.0 1280.0 0 2611.0 XI GR GR GR 21.0 2627.0 2623.0 2623.0 14 1000.0 1510.0 1570.0 1510 2626.0 2620.0 2623.0 1570 1070.0 1525.0 1580.0 50 2624.0 2619.5 2624.0 50 lUO.O 1535.0 1590.0 50 2624.0 2620.0 2625.0 1545.0 1610.0 Xl 22.0 2634.0 2628.0 2627.5 15 1000.0 1285.0 1485. 0 1485 2632.0 2629.0 2622.0 1530 1020.0 1325.0 1510.0 90 2630.0 2629.0 2622.0 80 1050.0 80 2629.0 2628.0 2626.0 0 1165.0 1W.O 1530.0 QT GR GR GR • 42 12 0.3 wo.o 1520.0 0 1160.0 0 wo.o 2617.0 0 1215.0 0 2623.0 2622.0 1485.0 1560.0 0 2628.0 2627.5 2627.0 0 1210.0 1455.0 1550.0 r r r r ,.. ' I r r r r r r r r r • 1"' i r ,.. ' ,.. ! r 1128/92 PAGE 11:11: 0 JJ 1000 .0 wo.o 1550.0 1190 2634.0 2630.0 1535 1010.0 1505.0 70 1632.0 2624.0 85 1070.0 1515.0 75 2632.0 1624.0 1380.0 1525.0 2631.0 2630.0 0 1100.0 1535.0 2633.5 2618.0 13 1000. 0 1310.0 1450.0 U25 2634.0 1631.0 2634.0 1160 1075.0 1330.0 1460. 0 so 2638.0 2634.0 1634.0 80 JJOO.O 1415.0 1570.0 120 2634.0 1628.0 JJJO.O 1140.0 2633.5 2627.0 lJIO. 0 1145.0 23.6 2638.0 2635. 0 2636.0 13 1000.0 1500.0 1530.0 1500 2638.0 2634.0 2638.0 1530 1210.0 1505.0 1545.0 60 2636.0 2632.0 1638.0 60 1290.0 1510.0 1615.0 160 2636. 0 2630.0 1370.0 1515.0 2635.0 2632.0 JHO.O J525.0 23. 7 2640.0 2636.0 2636.0 15 1000.0 1380. 0 1475.0 1375 2639.5 2634.0 2635.0 1415 1180.0 1385.0 1180.0 50 2638.0 2634.0 2636.0 70 1275.0 1100.0 14 90.0 135 2638.0 2638.0 2638.0 1345.0 1415.0 1520.0 2637.0 2638.0 2640.0 1375.0 1440.0 1535.0 23.8 2642.0 2637.5 2638.0 13 1000.0 1265.0 1465.0 1240 2641.0 2638.0 1640.0 1278 1040.0 1275.0 1500.0 45 2641.0 2640.0 2641.0 45 ll40. 0 1278.0 1520.0 140 2640.0 2640.0 1210.0 1430.0 2638.0 2638.0 0 1250.0 1450.0 GR GR GR 2U 2644.9 2641.0 2640.8 13 1000.0 1205.0 1105.0 JJOO 2644.0 2643.1 2642.0 1225 JJOO. o 1225.0 1425.0 105 2642.1 2644.5 2644.0 65 ll40.0 1270.0 1500.0 120 2642.8 2614.1 0 JJ60.0 1355.0 0 2642.8 2641.0 JJ80.0 1385.0 X! 25.0 JJ 1000.0 1200.0 1345.0 1085 2650.0 2650.9 JJ50 1085.0 1230.0 120 2648.0 2650.0 220 JJOO.O 1260.0 220 2648.0 2650.9 0 JJ30.0 1280.0 0 2650.0 2650.8 0 JJSO.O 1300.0 1JJO 2658.0 2663.5 mo JJ10.0 1380.0 210 1656.0 2663.5 210 1130.0 1470.0 210 2658.0 1290.0 0 2658.0 1360.0 XJ 23.0 GR 1636.0 GR 2631.0 GR 2631.0 XJ 23.5 GR GR GR 2~36.0 XJ GR GR GR XJ GR GR GR XJ GR GR GR X! GR 2652.0 GR 2650. 7 GR 2652.0 11 GR GR 26.0 2660.0 2658.5 0. 0 1380.0 27.0 2668.0 2668.0 510 6 1000.0 1290.0 JJ60 JJ15 2666.0 1890 1215 1065.0 220 2665.6 285 JJJS.o 260 2661.5 JJ65.0 1666.0 1215.0 28.0 2674.0 2676.0 6 1000.0 1260.0 1035 2672.0 1185 1035.0 190 2670.6 190 1110.0 190 2672.0 JJ85.0 2671.0 1210.0 QT XI GR GR X! GR GR r :mm 11:14: 0 PAGE r I 11 19.0 1680.0 1671.5 9 1000. 0 1185.0 1115 1619.1 1678.0 1105 1030.0 1195.0 100 1619.1 1680.0 100 1115.0 1105.0 100 1618.0 1684.0 0 1140.0 1120.0 4 1000.0 1000 1683.0 1155 1055.0 110 1683.0 110 1110.0 110 1688.0 1155.0 1150 90 80 85 1681.0 1150.0 1686. 0 r GR GR I"' I' GR 19. 5 1683. 5 r r Xl 30.0 13 X1 ,. I r r r r r f r 1681.0 1410.0 0 1694.0 1130.0 1699.1 1175.0 0 1708.6 1708.4 0 1105.0 lllO.O 0 1715.3 1110.0 1688. 0 1688.0 1000.0 1440.0 1681.0 11 GR GR 31.0 1696.0 1696.0 6 1000.0 1170.0 1190 1694.0 1130 1030.0 190 1694.0 180 1190.0 185 1691.0 1110.0 11 31.0 GR 1701.0 GR 1700.0 1000.0 1180.0 1010 1701.0 1701.0 1110 1010.0 1110.0 100 1701.0 1701.0 115 1140.0 1170.0 185 1700.0 1704.0 1170.0 1195.0 GR GR GR J3. 0 1711.0 1108.0 1110.0 11 1000.0 1130.0 1315.0 1105 1111.0 170U 1111.0 1170 1070.0 1150.0 1350.0 110 1710.0 1708.0 I 70 1100.0 1155.0 190 1708.7 1708.4 lllO. 0 1170.0 Xl 34.0 GR 1711.0 GR 1716.0 9 1000.0 1145.0 1100 1710.0 1116.0 1150 1035.0 1110.0 100 1718.0 1710.0 100 1080.0 1150.0 100 1716.0 1711.0 1100.0 1180.0 35.0 1730.0 1714.0 8 1000.0 1140.0 1005 1718.0 1718.0 1165 1005.0 1165.0 100 1714.0 1730.0 100 1015.0 1190.0 100 1711.6 1045.0 0 1713.1 0 lllO. 0 36.0 1736.0 1131.0 8 1000.0 1190.0 1000 1731.0 1731.0 1115 1010.0 1100.0 190 1131.5 1736.0 190 1030.0 1115.0 190 1731.3 lllO. 0 1730.7 1160.0 31.0 1746.0 1740.0 1000.0 1110.0 !000 1741.0 1750.0 1110 1010.0 1110.0 100 1740.8 100 1030.0 100 1740.0 0 1115.0 1738.4 0 1100.0 38.0 1754.0 1754.0 6 1000.0 1160.0 1000 1750.0 1160 1010.0 110 1748.4 110 1035.0 110 1748.9 0 1090.0 0 1748.5 1140.0 38.6 1768.0 4 1000 .0 1000 1158.0 1110 1010.0 140 1158.0 140 1060.0 140 1768.0 0 11!0.0 0 XI Xl GR GR Xl GR GR Xl rI GR GR r GR X1 r 1330. 0 GR GR r r 0 1150. 0 1410 1100.0 1130.0 GR GR r 0 1671. 5 XI ,. ' I r 1128/91 XI r GR GR r QT r' ,.. ! r ~ r ,.. ' r r ' r ,.. ! r r r ' ,.. ! r ,.. ' Xl GR -31. a 2HU 2Ha.a lUi: 1aaa. a 11la.a 116 38. 5 1751.a 1aaa. a a PAGE Jaaa 1H2.a ma.a m Jaaa 2H8.0 ma 1a2a. a Im.a 35a !a 55 1015.0 200 2H0.8 200 1030. 0 150 27i6.6 1025.0 15a 100 2Ha.a ll25.a 2738. i ma. a Jaia. a 2152. a Ja55.a 15a mu r r r r r r ?"' I r ,.. r ,.. I I ,. r . t r r r r r : ,. 1!28192 Tl 11 rl 11:44: 0 PAGE South Branch Uooer Caruck Sub-Basin Holt Studv Preoared for Piu Counh under Contract OHH-115368-0891 South Branch iash U/S 25-vear Jl !CHECK J2 NPROF lHQ !PLOT HlHV PRFVS -I IDI R STRT 0 0. 0000 XSECV XSECH 0 NEIR!C HV INS Q 0 FH iSEl FQ 1610.6 ALL DC -r lSi CHH!H 0 IT RACE IS 17 r r r r r r !"" I r r .I r r r r r r .... I r r ti1B/92 T1 ll:H: 0 PAGE South Branch UDDer Cartack Sub-Basin Molt Studv PreDared for Pi1a Countv under Contract 07-0l-S-111J6B-OB91 South Branch lash U/S 100-vear 11 1J J1 !CHECK J1 HPROF 11 IHQ HIHV !PLOT PRFVS 0 -1 10 I R STRT 0 0' 0000 XSECV XSECH 0 METRIC HV IHS Q iSEL FQ 0 1611' 7 FH ALLOC -1 lSi CHHIH 0 ITRACE 11 JO r r r 1'18191 PAGE THIS RUH EXECUTED 1/18/91 11:H:IO lU t i U I I I UUUU t UUUUUJ: IU IIIII UlU Ill U U HEC1 RElEASE DATED SEP 88 UPDATED SEPT 1989 r , r l!:H: 0 ERROR CORR - 01.01. OJ HODIFJCATIOH UUUtUIUUUUUtUUUIUUIIUitUtiiUUUI ""' ""'I NOTE- ASTERISK Ill AT LEFT OF CROSs-sECTION HUHBER IHOICATES HESSAGE IN SUHHARI OF ERRORS LIST South Branch lash U/S SUHHARI PRINTOUT r r r r r r r r r r r ,.' ' ' ' SEC NO CVSEL 10.000 10.000 10.000 2618.71 1610.60 1611.70 . 00 . 00 1.15 7. Jl 6.99 5. 70 . 00 .00 1.81 . 00 . 00 16.13 710.00 1560.00 146J. 9l . 00 . 00 69.83 1.71 11.000 11.000 11.000 2611.51 162UI 1611.71 .00 1.78 2.68 7.68 5. 97 7.17 .00 1.80 J.SS . 00 185.17 81U7 710.00 1110.69 1611.11 11.000 11.000 11.000 1615.68 1627.17 1618.95 . 00 .00 1. 76 8. 78 9.13 8.18 . 00 1.01 1.89 . 00 .00 476.13 13.000 13.000 13.000 1618 .ll 1631.13 1631.13 . 00 1.91 1.55 9. 91 8.11 7. 73 . 00 3.10 1.08 13.500 23.500 13.500 2631.93 1631.10 2631.77 . 00 1.13 3.01 9.69 6. 66 7.77 13.600 13.600 13.600 16l5.60 1636.17 1636.96 1.07 3.13 1.19 13.700 13.700 23.700 1637.13 1638.18 1638.78 13.800 13.800 23.800 16l9. 61 2610.55 2610.95 VLOB VCH VROB QLOB QCH QROB DEPTH SSTA ENOS! 5. 70 60.81 78.50 105.15 1117.10 1HJ.OO 1071.75 1117.90 1111.50 1180.00 . 00 61.11 111.19 J. 01 1.81 5.11 53.05 168.68 189.06 1511.31 1128.11 1115.11 1565.37 1596.79 1601.10 710.00 1181.51 1833.96 .00 77.19 139.81 J.68 5.17 6.95 35.89 61.85 175.19 1193.30 1185.15 1167.11 1519.19 1550.00 1550.00 . 00 77.06 718.86 710.00 HJ8.17 1713.30 .00 11.16 117.81 U3 7.13 8.13 11.15 158.51 191.83 1507.78 1391.16 105 7.17 1531.11 1550.00 1550.00 . 00 1.13 2.13 . 00 170.11 1016.15 710.00 1016.66 1197.15 .00 63.11 106.30 1.93 7.10 7.77 16.36 178.62 195.75 HJD.18 1059.90 1016.01 1156.51 1570.00 1570.00 6. 71 7.52 8.75 .00 1.19 1.05 99.17 61l.l9 1350.10 610.53 915.51 1191.53 .00 1. 00 7.08 5. 60 6.17 6.96 131.19 161.51 185.59 ll98.30 1171.01 1151.61 1519.19 1533.56 1537.10 . 68 1.11 3.17 6.81 7.15 8.07 1.10 1.91 5. 51 .18 71.18 356.H 510.15 890.76 1159.96 199.37 596.96 1033.61 3.13 1.18 1.78 91.55 157.59 30D.19 1371.01 1163.71 1115.57 1506.99 151l.l3 1525.85 . 00 1.61 2.15 6.99 6. 71 7.83 5. 66 1.11 5.32 .00 11.61 109.53 39l.ll 605.19 823.55 318.67 930.19 1616.91 1.14 3.05 95. 76 316.15 373.58 1111.80 1181.87 1115.35 1193.70 1511.03 1518.93 uo us TOPiiD IJ r 1/18191 r 11:44: 0 PAGE VLOB SECHO CiSEL 2UOO 2UOO 2UOO 26l3.23 260.71 26lU5 .00 . 00 1.11 3. 73 5.l6 6.16 5.65 6.53 6. 27 25.000 25.000 25.000 2650.19 2651.23 2651.68 !.03 2. 52 3.29 6. 86 6. 73 7. 91 26.000 26.000 26.000 2657.75 2618 .H 2658.80 . 00 !.51 2.19 27.000 27.000 27.000 2666.11 2666.61 266 7.09 28.000 28.000 28.000 VCH QCH QROB . 00 . 00 3.86 267.91 689.70 1187.56 l72.09 870.30 1318.58 2.43 2. 91 l.ll 19U1 2lO. 60 365.39 1.03 2. 81 3.95 . 80 81.26 198.13 736.82 1177.96 1616.11 2. 39 30o.78 735.76 5.36 5.37 5. 96 . 00 2.31 3.35 . 00 83.78 390.71 7l0.00 1391.11 1931.10 2.13 Ul 1.96 1.01 6. 33 7. 21 . 86 2. 27 3.11 12.11 197.61 115.97 2672.03 2672.13 2673.00 . 06 2.21 3.19 U6 6. 21 7. 22 . 06 2. 21 3.19 r 29.000 29.000 29.000 2678.99 2679.78 2680. 23 .00 2.88 1.18 6. 01 6. 31 7.28 r 29.500 29.500 29.500 2683.96 2681.51 2685 .Ol .00 .00 .00 30.000 30 .000 30.000 2687.19 2687.58 2687.95 31.000 31.000 31.000 r r r r r r r r r r r r r r ,. I I I VROB Ql08 OEPTH TOPi!O SSTA EHOST 1116.25 1106 .15 1072.60 ll71.06 1189 .Ol 1500.00 2.19 3.23 3.68 97 .lO 1076.88 283.51 1032.66 319.6 7 1013.l6 126U5 1316.18 1333.13 . 00 81.78 221.76 1.75 2.44 2. 80 157.63 113.11 71U8 112UI 86U1 661.02 1282.5l 1377.71 1380.00 197.27 911. 7l 1101.77 .33 17.65 69.25 1.61 2.11 2. 59 159.93 195.05 226. 31 1060.39 1011.08 1029.56 1220.32 1239. !3 1215.90 . 00 5.18 27.97 110.00 1110.60 1812.06 . 00 3. 91 19.96 1.13 1.93 2.10 110.76 165.87 180.03 1031.16 1025.71 1017.18 1185.32 1191.61 1197.11 .00 . 00 1.00 . 00 161.50 115.13 510.00 998.50 llll.ll .00 .00 .10 1.19 2.28 2. 73 80.63 195.82 205.87 1119.33 1008.10 1000.00 1199.96 1203.92 1201.87 5.17 6. 62 7.70 .00 . 00 .00 . 00 . 00 . 00 510.00 1160.00 1890.00 . 00 .00 . 00 . 96 1.51 2.01 126.71 130. 56 13U8 1000.00 1000.00 1000.00 1126.71 1130.56 113U8 1.88 3. 73 Ul U3 5.69 6.59 1.19 2.37 3.13 18.10 107.9l 231.06 521.16 IOIUl 1627.50 .II 7.92 28.11 1.19 1.58 us 223.85 231.57 239.06 1200.00 1200.00 1200.00 1123.85 1131.57 1139.06 2691.52 2691.93 2695.27 2. 51 l.02 5. 23 5.22 6.61 7.8l 1.62 2. 57 3.36 217.75 626.35 1121.37 317.81 511.27 711. Sl Ul 22.38 5U9 2.52 2. 93 3. 27 218.28 232.67 21UO 1022.17 1016.00 1010.97 1210.H 1218.67 1255.37 32.000 32.000 32.000 2701.l3 2701.87 2702.33 2.27 3.18 1.09 1.18 5. 66 6.11 .00 .00 2. 23 2.10 12.02 33 .86 537.89 11l7.98 1810.56 . 00 . 00 15.57 2. 23 2. 67 3.13 195.77 206.72 271.11 1005.69 1001.31 1000.00 1201.16 1208.03 1271.11 33.000 33.000 33.000 2709.09 2709.18 2709.87 2. 72 1.33 S.lO 1.92 6.19 7.18 3.61 5.15 6.13 95 .II 301.71 579.85 335.21 606.19 887.35 109.25 25!.80 122.80 1.69 2.08 2.17 195.62 208.21 220.82 1120.90 1111.92 1102.97 1316.51 1320.16 1323.79 31.000 3UOO 3UOO 2716.71 2717.26 2717.77 2.96 3.95 uo 5.19 6. 51 7.57 .00 .00 . 00 7.12 31.22 73.71 532.58 1128.77 1816.26 . 00 . 00 . 00 1.11 1. 96 2.17 132.39 111.99 151.00 1092.92 1087.13 1082.29 1225.31 1229.13 1233.28 35.000 35.000 35.000 2723.87 272Ul 2721.98 .00 .00 .00 5. 26 6.65 7.70 •00 . 00 . 00 . 00 . 00 .00 510.00 1160.00 1890.00 .00 . 00 .00 1.27 1.81 2.38 120.60 128.85 133. 59 1017.78 1013.90 1012.51 1138.38 1112.75 1116.11 H r r r r ,.. I r r r r r I r r r r r r r' r ,.. !118191 I t:U: 0 P~GE SECHO CiSEl 36.000 36.000 36. ODD 1731.91 1731.33 1731.74 .DO . DO . 00 UD 5. 84 6. 83 .00 . DO . 00 . DO . 00 .00 110.00 1160.00 1890. DO . DO . DO . DO 1.11 1.63 1. 04 31.000 31.000 31. ODD 2740.34 2740.90 274U2 . 00 .DO . 00 I. 21 6.02 1.01 . DO .00 . 00 . DO . DO . DO 540.00 1160. DO 1890.00 . DO . DO .00 38.000 38.000 38.000 1149.56 2150.1 I 2150.68 . DO .00 .00 I. 30 6.68 1.11 . DO .00 . DO . DO . DO .00 540.00 1160. DO 1890.00 38.600 38.600 38.600 1159.69 2160.72 2161.66 . 00 .00 .00 6.95 8. 62 9. 79 . 00 . 00 .00 . 00 . 00 .00 ·37.000 -37.000 ·37.000 2740.34 2740.90 2711.32 . DO . 00 . 00 5. 21 6.02 1.01 . 00 .00 .00 38.500 38. SOD 38.500 2748.19 2718.66 2149.11 . 00 . 00 .DO 5.15 6. 27 1.03 . 00 .DO . 00 VLOB VCH VROB QLOB QCH QROB DEPTH TOPIIO SSTA EHDST 181.43 191.93 196.44 1013.65 1009.16 1008.16 1199.09 1102.09 1204.60 1.94 1. so 1. 91 125.55 181.74 185.66 1084.19 1029.16 1021.66 1210.34 1110.90 111U2 . DO .00 .00 1.16 1.15 1.28 119.18 126.11 13U6 1014.09 1019.11 1016.58 1W.81 1145.98 1141.94 140.00 1160.00 1890.00 .00 .00 . 00 1.69 1. 72 3. 66 51.84 59.03 65. 59 1016.62 1014.56 1011.69 1068.46 IDIL\9 1078.28 . 00 .00 . 00 510.00 1160.00 1890. DO . 00 . 00 . DO 1.94 1. so 2. 92 115.55 181.11 181.66 1084.19 1029.16 1025.66 1210.31 1210.90 1211.31 . DO .00 .00 116.00 224.00 350.00 . DO . 00 .00 1.19 2.06 1. 51 26.46 29.97 33.31 1014.27 1012.51 1010.85 1040.73 1012.49 1044.15 IS r r r II 18m SUMMARY PRIHIOUT r r r r r ,.. I r r ""'t ,.. I r r i' ,.. . PAGE South Branch lash U/S r r 11:11: 0 • • SECHO CiSEL CR!iS EG 10.000 10.000 10.000 1618. 7i 1610.60 1611.70 1618.7i 1619.81 1611.04 1619.58 1611.36 1613.19 .00 .00 . 00 11.000 11.000 11.000 1611. 54 262U4 2624. 7l 1611.54 262U4 1624.71 1613.45 2624.78 2625.16 21.000 22.000 22.000 2625.68 2627.47 2628.95 2615.68 2617.47 2628.95 13.000 13.000 23.000 2628.33 2631.43 1632.43 13.500 23.500 23.500 Hl OLOSS ELMIH 101KS . 00 . 00 . 00 1617.00 1617.00 1617.00 156.70 llU5 49.J7 . 00 . 00 . 00 . 00 . 00 . 00 1. 66 1. 04 1.11 1.00 . IJ . 51 1.14 .JJ .41 . 05 .12 -. 06 1619.50 2619.50 2619.50 147.05 65.07 81. 77 50.00 50.00 50.00 50.00 50.00 50.00 1.80 1.37 1.91 1.00 . 57 . 65 2626.87 2618.79 2629.76 1.88 1.19 . 61 .!J -.12 .10 1622.00 2622.00 1611.00 135.42 159.25 75 .12 JUS 31.25 31.25 80.00 80.00 80.00 J.45 J.48 2.JJ 1.01 . 89 .65 2628.33 2631.43 2632.43 2629.86 2632.38 2633.09 1.73 . 81 .54 .11 .19 . OJ 2624.00 1624.00 1624.00 230.S5 107.91 71.85 26.6 7 26.67 26.6 7 75.00 75.00 75.00 U9 1. 64 2. 21 1.00 . 71 . 61 1631.93 2634.40 2634.77 2631.93 2634.40 2634.77 2633.38 1634.88 2635.31 2. 76 . 67 . 72 . 01 -.01 2627.00 1627.00 2611.00 230.21 62.98 76.81 25.00 25.00 15.00 120.00 110.00 110.00 4.16 1.73 1.19 1. 00 .56 . 6J 23.600 23.600 23.600 2635.60 1636.47 1636.96 2635.60 2636.47 2636.96 2636.21 1637.06 1637.67 1.46 1.09 1.13 . 69 - .!J -.10 2630.00 2630.00 1630.00 95.39 89.04 103.68 18.75 18.75 18.75 160.00 160.00 160.00 1. 93 1.25 2. 94 . 66 .66 . 72 23. 700 23. 700 23.700 2637.13 2638.18 2638.78 2637.03 2638.18 2638.78 2637.74 2638.82 1639.46 1.53 1.16 1.05 . 00 -.15 -.04 1634.00 26JUO 2634.00 158.13 122.04 112.20 19.63 19.63 29.63 135.00 135.00 1J5. 00 1.96 1.28 2.52 .85 . 76 . 75 23.800 23.800 13.800 1639. 64 1640.55 2640.95 2639.64 2640.55 2640.95 2640.18 2641.00 1641.54 2.64 1.21 1.22 - .48 -. 04 -.14 1637.50 2637.50 1637.50 251.64 134.16 148.68 25.00 25.00 25.00 140.00 140.00 140.00 2.43 1.99 2. 57 .77 14.000 24.000 24.000 2643.23 2643.71 1644.15 2643.13 2643. 7l 2644.25 1643.62 2644.18 2644.85 1.99 1.22 1.71 .15 -.48 -. 20 2640.80 2640.80 2640.80 222.34 252.01 195.38 27.50 27 .50 27.50 120.00 110.00 120.00 1.67 1.88 . 81 . 9J .87 25.000 15.000 15.000 2650.19 1651.13 1651.68 1650.19 2651.13 1651.68 1650.92 1651.79 2652. 38 4.88 2.45 2.75 .11 . 95 . 63 1648.00 1648.00 1648.00 121.83 111.36 114.98 31. 73 32.73 31. 73 220.00 220.00 110.00 1.19 1.87 1.45 . 94 . 71 . 79 16.000 16 .000 26.000 1657.75 1658.44 2658.80 2657.75 1658.44 2658.80 1658.10 1658.85 1659.25 6.61 3.41 3.13 -. 95 -.51 -. 23 1656.00 2656.00 2656.00 314.65 162.19 148.87 38.10 38.10 38.10 210.00 210.00 210.00 1.71 1.46 1.67 1.01 . 79 . 78 27.000 27.000 27.000 2666.14 2666.64 2667.09 2666.14 2666.64 266 7.09 1666.51 2667.19 2667.78 6.03 5. 51 5.05 . 90 -. 63 -.56 2664.50 2664.50 2664.50 233.16 215.02 198.62 32.69 32.69 32.69 260.00 160.00 260.00 1.11 2. 00 2.41 .91 .92 .21 K•CHSL XLCH SHEAR .92 FRCH . 99 . 83 . 89 r J/18191 r r r r ' r l""' r r r r r r r r r r I I ll:H: 0 PAGE SfCNO CiSH CRiiS EG 18.000 18.000 28.000 1671.03 1671.53 2673.00 1671.03 1671.53 2673.00 1671.41 2673.13 2673.79 6.59 5.!6 U7 29.000 29.000 19.000 2678.99 16 79. 78 2680.13 2678.99 26 79. 78 1680.23 2679.55 2680 .ll 1680.92 29.500 29.500 19.500 2683.96 1684.51 2685.04 2683.96 1684.51 1685.04 30.000 30.000 30.000 2687.19 1687.58 1687.95 31.000 31.000 31.000 Hl ELMIN 101!S -1.07 -.52 -.32 2670.60 2670.60 2670.60 346.72 211.43 135.49 31.11 31.11 31.11 190.00 190.00 190.00 5. 76 3.40 3.ll .59 . 79 .56 1677.50 1677.50 1677.50 288.09 170.14 170.15 3UO 3UO 3UO 100.00 200.00 100.00 1.34 268U7 2685.19 2685. 96 3. 83 3. 29 2. 96 -.17 -.59 -.39 1683.00 1683.00 1683.00 319.15 21U3 147.00 45.83 45.83 45.83 110.00 120.00 120.00 1.64 1.30 2. 81 1. 01 1.00 2687.19 1687.58 2687.95 2687.49 2688.05 2688.58 2. 50 .12 . 04 .05 1686.00 1686.00 2686.00 293.87 168.84 141.85 35.29 35.29 35.29 85.00 85.00 85.00 1.17 !.81 1.19 .97 . 96 269U2 2694.93 2695.17 2694.52 1694.93 2695.27 2694.81 2695.37 2695.89 . 92 .73 .42 2692.00 2692.00 2691.00 !43.65 167.51 190.41 32.43 31.43 32.43 185.00 185.00 185.00 J.l6 1.02 1. 70 . 75 . 84 . 91 32.000 32.000 32.000 2701.43 2701.87 2702.33 1701.43 2701.87 1702.33 2701.75 2702.36 2701.90 -2.10 -1.09 -.15 2699.20 2699.20 2699.20 368.32 28U6 206.55 38.92 38.92 38.92 185.00 185.00 185.00 1.41 1.82 1.90 !.OJ 5.38 3.91 ll.OOO 33.000 ll.OOO 2709.09 1709.48 1709.87 1709.09 2709.48 2709.87 1709.39 2709.99 2710.55 3.96 U4 U9 1.10 .40 -.19 270UO 2707.40 270UO 208.66 238.43 230.36 43.16 43.16 43.16 190.00 190.00 190.00 J.l7 1.14 2. 61 . 85 . 95 . 98 34.000 34.000 3UOO 2716.71 2717.26 2717.77 2716.71 2717.16 1717.77 1717.12 2717.9! 2718.64 6.45 5.36 -1.10 -.25 -.04 1715.30 1715.30 1715.30 322.62 268.04 239.86 39.50 39.50 39.50 200.00 200.00 200.00 1.65 1.13 1. 70 1. 01 1. 00 . 99 35.000 35.000 35.000 2723.87 1724.44 2724.98 2723.87 1724.44 2724.98 272UO 2725.!3 1725.90 6.31 .07 -. 03 -.01 2711.60 2722.60 1722.60 315.57 271.66 242.30 36.50 36.50 36. 50 200.00 200.00 200.00 1.67 1.19 2.78 1. OJ 1.01 1.00 36.000 36.000 36.000 1731.91 1731.33 1731.74 1731.91 2731.33 2732.74 1732.24 1732.86 2733.46 6. 79 5. 73 5.15 -.39 -.27 -.25 1730.70 1730.70 1730.70 357.47 301.40 171.06 42.63 42.63 42 .63 190.00 190.00 190.00 1.41 !. 94 1.38 1.02 1.01 1.01 37.000 l7 .000 37.000 1740.34 1740.90 274J.l1 1740.34 1740.90 2741.32 1740.76 2741.46 1742.08 6.45 6.18 5. 50 .36 -.07 -.03 1738.40 1738.40 1738.40 322.34 309.03 274.99 38.50 38. 50 38.50 100.00 200.00 200.00 !.66 1.04 2.49 1. 01 1.03 1.01 38.000 38.000 38.000 2749.56 2750.15 2750.68 2749.56 2750.15 2750.68 2750.00 2750.84 275!.62 6. 73 5. 66 .02 . 43 .35 1748.40 1748.40 2748.40 320.69 269.51 245.07 47.62 47.62 47.61 210.00 210.00 210.00 1.70 1. 31 1.83 1.01 1.01 1.01 38.600 38.600 38.600 2759.69 2760.72 276!.66 2759.69 2760.72 276!.66 2760.44 2761.87 276l.H .73 .56 .52 1758.00 2758.00 2758.00 162.20 231.57 213.68 40.00 40.00 40.00 240.00 240.00 240.00 2.45 3.30 3. 92 1. 00 1.01 1.01 1.19 2.06 2. 6) 3.12 3.55 6. 92 uo 5.43 us 5.15 6.29 5. 56 5.13 OLOSS !ICHSL XLCH 0 SHEAR FRCH !.57 !. 03 2. 08 1. 50 . 99 . 98 1. 00 1.00 . 83 . 86 !. 89 !. 00 .94 . 98 . 89 r r l/28/92 ll:U: 0 PAGE SECHO CiSEl r -37.000 -37.000 -37.000 2740.34 2740.90 2741.32 . 00 . 00 . 00 2740.76 2741.46 2742.08 6.45 6.18 5. 50 .57 -.06 r 38.500 38.500 38. 500 2748.19 2748.66 2749.11 2748.17 1748.66 2749.11 2748.60 1749.17 2719.88 7.84 7.14 6.75 r ~ f r r ""' r r r r "" ' r r r r r CRiiS EG Hl OLOSS ELHIH JO•KS .14 2738.40 2738.10 2738.10 32U4 309.03 171.99 . 00 . 00 . 00 200.00 200.00 200.00 1.66 2. 04 1.19 !.OJ 1.03 1. 01 . 00 .25 . 06 2746.60 1746.60 2716.60 305.31 189.71 169.90 32. 80 32.80 32.80 150.00 150.00 250.00 1.61 2.15 2. 52 . 98 1.01 1.01 IICHSl XLCH SHEAR FRCH 18 r 5/19/92 11:18:H PAGE r THIS RUN EXECUTED 5/19/92 r HEC2 RELEASE UATEO SEP 88 UPUATEO SEPT 1989 r ERROR CORR - 01.02. 03 HOOIF1CATION - r r r r r r r r r r r r r r •••••••••••••••••••••••••••••••••••••••••••••••••• SPLIT FLOi BEIHG PERFORMED SF Ti iS iC SPLIT HOi ANALYSIS SECTIONS 39 - 10 SEC 39 TO SEC 10 5 39 10 26 0 2668.0 35 2670.0 2.7 100 2672.0 160 267U 190 2676.0 11:18:11 r r r r 1/19192 T1 T2 13 J1 !CHECK INQ N!NV ID IR STRT METRIC 12 NPROF !PLOT PRFVS 0 -1 XSECV Q HVI NS 0. 0000 0 XSECH FH ALLOC iSEL 0 2643.23 !Bi CHH IK -1 0 FQ ITRACE II J3 VARIABLE CODES FOR SUMKARV PRINTOUT ,. 38 13 I i r PAGE South Branch Upper Caraack Sub-Basin Mgat Studv Prepared for Piaa County under Contract 107-04-S-115368-0891 South Branch iash U/S2 1-year r r 11:48:44 J6 IHLEQ 1 14 33 IS 0 39 26 38 67 !COPY SUBOIV STRTOS 16 13 2 14 3 II 11 4 42 8 12 68 RKILE ,.. f r r r r r r r r r r KC QT XI GR GR GR 0. 041 3 2U 264U 2642.0 2640.8 0.041 740 13 1000.0 1205.0 1401.0 0. 041 1160 1100 26H.O 2643.1 2642.0 0.I 2110 1221 1100.0 1221.0 IW.O 0 2642.1 264U 26H.O 0 lllO .0 1270.0 1500.0 0 2642.8 26H.l 1160.0 1355.0 0 2642.8 26H.O 0 1180.0 1385.0 XI GR GR GR 25.0 2612.0 2610.7 2652.0 11 1000.0 1200.0 13l5. 0 1085 2650.0 2650.9 1150 1081.0 1230.0 220 2648.0 2650.0 220 1100.0 1260.0 220 2648.0 2650.9 0 1130.0 1280.0 0 2650.0 2650.8 0 1150.0 1300.0 XI GR GR 26.0 2660.0 2658.5 8 0. 0 1380.0 1110 2658.0 2663.5 1290 1110.0 1380.0 210 2656.0 2663.5 210 1230.0 210 2658.0 0 1290.0 0 2658.0 0 1360.0 Q7 XI GR 39.0 2668.0 278 5 980.0 566 1000 2668.0 883 1100 1000.0 270 2667.0 270 1035.0 270 2668.0 0 1100.0 2669.0 1130.0 40. 0 2676.0 2676.0 1000.0 1190.0 1000 267U 1190 1040.0 190 2671.1 190 1095.0 190 267U 0 1135.0 0 267U 1175.0 XI GR GR 0. 3 wo.o r r r r r r r r r r r r r r r ' r i r r 5/19/91 X1 11:48:U 41.0 PAGE 1000.0 1150.0 1080 1681.0 1681.0 1110 1010.0 1110.0 160 1681.0 1683.0 160 1080.0 1360.0 160 1680.5 41.0 11 1040 1100 185 180 GR 1690.0 GR 1686.0 GR 1689.0 1000.0 1070.0 1290.0 1688.0 1687.5 1015.0 1100.0 1688.0 1687.5 170 1130 1040.0 lllO.O 1035 1070 140 GR 1684.0 GR 1680.0 X1 13 X1 13 43.0 1686.0 1688.0 0 1110.0 1b81.5 lllO. 0 1050.0 1170.0 1685.0 1688.0 1055.0 1150.0 GR 1696.0 GR 2691.0 1000.0 1070.0 2694.0 2691.0 1035.0 1110.0 2690.0 1693.0 140 1165 1050.0 1165.0 u.o 10 1000.0 1090.0 1045 2698.0 1696.0 1080 1010.0 1120.0 130 1696.0 1696.0 130 1045.0 1155.0 130 1694.0 1698.0 0 1055.0 1190.0 0 1696.0 2700.0 0 1080.0 1195.0 7 1000.0 1215.0 1105 1701.0 2704.0 1115 1055.0 1305.0 HI 1701.0 HI 1105.0 HI 1700.0 0 1145.0 0 2700.0 0 1155.0 1000.0 1115.0 1030 2708.0 2710.0 1115 1030.0 1120.0 240 2706.7 llO 1040.0 200 2708.0 0 1065.0 2707.4 0 1090.0 1075 130 llO 140 0 0 0 2712.5 1075.0 2712.0 1080.0 2714.0 lll5.0 50 2715.0 70 1045.0 60 271U 0 1080.0 0 271U 0 1100.0 X1 GR 2700.0 GR 2695.0 ll 45.0 GR 1704.0 GR 2702.0 ll 46.0 GR 2710.0 GR 2708.0 ll 13 46.5 GR 2716.0 GR 2716.0 QT ll GR GR 3 H.O 2720.0 2716.0 QT ll GR GR 11 49.0 GR 2740.0 GR 2738.0 11 so. 0 GR 1740.0 GR 2736.0 2689.5 2694.0 1052.0 1245.0 2690.0 1055.0 1000.0 1200.0 2714.0 !HI 1075.0 1040.0 204 409 1015 2716.0 2720.0 632 1130 1015.0 1165.0 252 1000 2722.0 380 1180 1035.0 200 2721.0 200 1055.0 200 2721.0 1090.0 0 2722.0 0 1115.0 6 1000.0 1220.0 1000 2730.0 1220 1035.0 200 2728.5 200 1050.0 200 2728.5 0 1200.0 0 2729.5 0 1210.0 8 1000.0 1145.0 1000 1736.0 2736.0 1190 1020.0 1155.0 200 2736.0 200 1050.0 1190.0 200 2735.5 0 1070.0 0 1735.0 0 1115.0 1000.0 1130.0 130 48.0 2728.0 2728.0 140 1000.0 1180.0 mo.o r r r r r r r r r r r ' r r r r r r r r 5/l9/91 li ll:l8:H PAGE SEC 39 TO SEC 40 ASQ QCOMP .3l .33 ERRAC 4.96 lASQ lCQ .3l lASER .33 4.96 MilER OSiS USiS OSSNO USSHO 6 2668.!35 1674.792 39.000 10.000 ll r r r r r r r r r r r r r r r r r r r 5/19/92 r1 f1 fJ ll:IB:H PAGE South Branch Upper Caraack Sub-Basin Kgat Studv Prepared for Pita County under Contract Of-OH-llll6H891 South Branch lash U/S1 11-year J1 !CHECK J1 HPROF IHQ !PLOT HIHV PRm -1 IOIR STRT 0 0.0000 XSECV XSECH KETRIC HYIHS Q iSEL FQ 161).[1 FH ALLOC ·1 !Bi CHHIH !TRACE 15 1l r r r r r r r r r r r r r r r r r r r S/19/91 Ti 11:4B:U PAGE SEC 39 TO SEC 40 ASQ 8.33 QCOHP 8.50 ERRAC 1.01 TASQ 8.33 TCQ 8.50 TABER 1.01 HilER OSIS USiS OSSHO USSHO S 1668.471 1675.116 39.000 40.000 11 r r r r r r r r r ,.. i r r r r r r r r r 5119192 11:48:44 PAGE South Branch Upper Cmack Sub-Basin Hglt Study Prepared for Pi1a County under Contract 07-0i-S-115J68-0891 South Branch lash U/S1 100-year 11 11 TJ J1 !CHECK IHQ HIHV IOIR S!R1 !E!RIC HVIHS Q ISH 0.0000 J1 HPROF 15 !PLOT PRFVS -1 XSECV XSECH 0 FQ 1641.15 FH ALLOC -1 !Bi 0 CHH!H !TRACE 15 11 r r r r ,.. I ,. 'r r r r r r r r r r r r r ' 5/19/91 11 :48:H PAGE SEC 39 fO SEC 40 fi ASQ 55.H QCOKP 55.11 ERRAC .53 fASQ 55.41 fCQ 55.11 fABER .53 HilER OSiS ms 5 1668.7ll 1675.l78 OSSHO USSHO 39.000 40.000 30 r r r 5/19/92 11:48:44 PAGE THIS RUH EXECUTED 5/19/92 ttUUliU,UttUtttttttUtiUJUUlUtttiUUUU ll:50: 7 HEC1 RELEASE DATED SEP 88 UPDATED SEPT I989 ,.. I ,.. ' ERROR CORR • D1,D1.03 H001FICATIOH · U.UlU.lU.lllUllltUUUtUttltUUtttUtUtUUt HOlE· ASTERISK (*I AT LEFT Of CROSHECTIOH HUH8ER INDICATES HESSAGE 1H SUHHARY OF ERRORS LIST ~ ~ r r South Branch lash U/51 SUHHARY PRINTOUT SECHO CiSEL 14.000 14.000 14.000 1643.15 1643.75 1644.15 . 00 .00 1.15 3.68 5. 31 6.15 5. 50 6.17 15.0DO 15.000 15.000 1650.19 1651.13 1651.68 1.03 1.53 3.19 16.000 16.000 16.000 1657.75 1658.44 1658.86 39.000 39.000 39.000 QCH QR08 us . 00 . 00 3. 99 171.67 695.00 ll87 .49 468.33 865.00 1358.51 1.45 1.95 3.45 6. 86 6.75 7. 90 1.03 1. 81 3.95 . 80 80.91 198.17 736.83 1179. 73 1615.97 1.38 199.35 735.87 .00 1.54 1.11 5.35 5. 37 5.63 .00 1. 34 3.14 . 00 83.78 433.04 740 .00 ll9U4 1881.76 1668.14 1668.47 1668.73 1.53 3.16 4.17 uo 5.35 6. 04 .97 1. 08 1.69 4.13 30.68 61.13 40.000 40.000 40.000 1674.79 1675.13 1675.38 .00 .00 .00 4.11 4.83 5. 51 .00 .00 .00 41.000 41.000 41.000 1681.47 1681.88 1681.15 . OD .00 1.91 4.53 5.19 5.47 r 41.000 41.DOO 41.000 1687.14 1687.81 1688.18 . 00 •00 1.88 r'· 43.000 43.000 43.000 1692.37 1691.88 2693.15 .00 .00 .00 r ,.. I r r r ! r' r r r ' VL08 YCH YR08 QL08 DEPTH T0Pi1D 31 SSTA EHDST 195.98 144.16 366.61 ll15. 84 ll05.36 1071.11 1471.78 1490.46 1500.00 1.19 3.13 3.68 97. 36 183.11 319.69 1076.89 1031.81 1013.45 1164.14 1316.04 1333.13 .00 81.78 134.10 1.75 1.44 1.86 157.76 513.51 746.18 ll1U1 864.11 633.71 1181.59 1377.71 1380.00 173.19 510.05 744.79 .17 6. 93 11.67 1.!4 1.47 1.73 114.06 134.14 141.99 980.00 980.00 980.00 ll04.06 1ll4.14 ll11.99 .00 . 00 .00 178.00 566.00 883.00 . 00 . 00 .00 . 79 1.!3 1.38 130.10 165.98 171.91 1014.16 1017.47 1011.43 ll80. 94 ll83.45 ll85 .34 .00 .00 1.11 .00 .00 19.37 178.00 566.00 847.92 .00 .00 5. 71 1.47 1.88 1.15 98.98 113.08 130.00 1094.19 1083.16 1017.50 1194.03 1106.34 1147.50 5. 67 6. 31 6.85 .00 1.15 3.73 •00 . 00 13.61 178.00 545.08 781.41 . 00 10.92 86.97 1.14 1.81 3.18 48.47 89.05 117.08 1044.31 1040.95 1012.91 1091.78 ll30.00 ll30.00 5. 43 6.40 7. 01 1.99 3. 31 4.13 .00 .00 . 00 240.66 379.87 498.41 37.34 186.13 384.58 1. 87 3.38 3.75 89.47 ll9.08 127.18 1041.!0 1039.11 1037.81 ll30.57 ll58. 29 1165.00 r r r r 5/19/91 11:48:14 PAGE SECHO CiSH 14.000 14.000 14.000 1696.10 1696.51 1696.80 . 05 1.85 1. 60 5. 00 6.03 7. 09 3.05 1.03 5. OJ . 00 3. 01 10.31 193.16 318.78 W.71 SUI 144.10 416.95 1.10 1. 51 1.80 45.000 45.000 45.000 1701.31 1701.80 1701.14 .00 . 00 1.84 4.96 5. 7l 5. 84 . 00 .00 J.JS . 00 .00 13.85 178.00 566.00 857.57 . 00 .00 1.58 46 .000 46.000 46.000 1708.14 1708.67 1709.04 1.49 1.64 3. 36 4.77 5.89 6. 77 . 06 1. 51 3.10 . 64 8. 77 17 .05 177.35 555.84 851.65 46.500 46.500 46.500 1713.66 1714.11 1714.69 .00 .00 . 00 5.38 6. 34 7.11 . 00 1.16 1.46 . 00 .00 .00 47.000 47.000 47.000 1715.41 1715.86 1716.11 .00 .00 .04 3. 54 1.05 U1 . 00 . 00 .90 r 48.000 48.000 48.000 1711.65 1711.95 1711.17 .00 .00 .00 1.04 4.73 5. 31 r 49.000 49.000 49.000 1718.81 1718.96 1719.08 . 00 .00 . 00 50.000 50.000 50.000 1735.79 1736.08 1736.11 .00 . 00 .00 r ~ I r r r r r r r r r ,. I r Vl08 VCH VROB QLOS QCH QROS TOPIID SSTA EHOST !13.11 115.34 133.89 1043.71 1038.61 1035.05 1156.81 1163.95 1168.94 1.31 1.80 1.14 75.50 100.09 177.65 Jll8.80 1108.96 1048.31 ll9UO 1109.05 1115.95 . 00 1.39 uo 1.54 1.97 1. 34 89.10 96.65 103.13 1016.40 1010.01 1014.46 lll5.60 1116.66 1117.59 178.00 565.15 866.94 . 00 . 84 16.06 1.66 1.11 1.69 58.84 76.07 88. 94 1075.00 1075.00 1075.00 i133.84 ll51.07 1163.94 . 00 . 00 .00 101.00 409. 00 631.79 .00 . 00 .11 1.01 1.46 1.81 86.47 108.18 117.87 1031.56 1019.14 1014.14 1119.03 1117.41 1131.01 .00 . 00 .00 . 00 . 00 . 00 130.00 151.00 380.00 . 00 .00 . 00 . 65 . 95 l.J) 64.10 77.59 81. 85 1041.01 1036.07 1031.00 1106.11 1113.66 1116.85 1. 71 3. 57 4.11 . 00 .00 . 00 .00 . 00 . 00 130.00 151.00 380.00 .00 . 00 . 00 .31 .46 . 58 156.15 159.13 161.56 1046.88 1045.43 1044.11 1103.11 1104.57 1105.78 3.70 3.88 .00 . 00 . 00 .00 . 00 .00 130.00 151.00 380.00 .00 .00 . 00 . 79 1.08 1.11 80.13 136 .14 138.09 1018.50 1019.58 1018.88 1138.63 1111.73 1116.97 uo DEPTH 31 r r r 5119!91 11:48:H PAGf South Branch lash U/S2 SUHHARY PRINTOUT SEC NO CiSfl ems fG 1UOO 2UDO 1UOO 2643.25 1643.75 16H.15 2643.25 1643.75 16H.25 2643.61 16H .18 26H.85 . DO .DO . DO 25.000 15.000 25.000 2650.19 2651.23 2651.68 2650.19 2651.23 2651.68 2650.92 2651.79 2652.38 ua I 26. ODD 26.000 26. ODD 2657.75 2658.H 1658.86 2657.75 1658.H 2658.86 r 39.000 39.000 39.000 1668.14 2668.47 2668.73 l 40.000 40.000 40.000 r r r ,. ,. r r r r ,., r r r r ... I 33 Hl OLOSS ELHIN 10I!S •DO .DO •DO 2640.80 2640.80 2640.80 208.11 219.68 193.92 2.H 2. 75 -. 04 . 86 .63 2648.00 2648. DO 2648.00 2658.20 1658.85 2659.25 6.58 3.H 1. 67 -. 93 -.51 .01 2668. 14 2668.47 2668.73 2668.41 2668.90 2669.17 8. 39 7.38 6. 84 2671.79 2675.13 2675.38 1671.79 2675.13 2675.38 2675.06 267U9 2675.85 41.000 H.OOO H.OOO 168U7 2681.88 2682.25 268U7 1681.88 2682.25 2681.79 2682.31 2682. 70 42.000 42 .ODD 41.000 16S7.14 26S7 .81 26S8.2S 26S7.12 26S7.81 26S8.2S 43.000 43.000 43.000 2692.37 2692.SS 2693.25 H.OOO H.OOO H.OOO K*CHSL XLCH SHfAR FRCH .00 .DO • DO •DO .88 1.57 1.87 . 79 .89 . 87 221.94 112.21 124.93 32.73 32. 73 31. 73 120.00 110.00 220. DO 2.29 1.88 us .94 . 73 . 79 2656. DO 2656.00 1656.00 313.25 162.19 127.24 38.10 38.10 38.10 210.00 210.00 210.00 1.71 U6 U8 1.01 . 79 . 73 . OS -1.50 -1.66 2667.00 1667.00 2667.00 310.90 273.48 253.20 40. 74 40.74 40.74 270.00 270.00 170.00 1.23 1.66 1.95 . 95 . 96 . 96 7.13 6.46 5. 90 -. 61 -.62 -.54 267UO 267UO 167UO 375.34 339.86 310.37 36.84 36.84 36.84 190.00 190.00 190.00 1.01 1.50 1.79 1.11 1. 01 1.01 5. 71 us us .16 . 25 . 61 2680.00 1680.00 26SO.OO 357.16 lOU! 217. 50 37.50 37.50 37. 50 160.00 160.00 160. DO 1.37 1.68 1.62 1. 02 1.00 2687.64 26SU1 2688.95 5. 80 Ul 3. 31 . 05 . 70 .34 2685.00 26S5. DO 2685.00 293.29 222.99 1SU6 27. 78 27. 7S 27.78 !SO.OO !SO.OO !SO. 00 1.85 2.03 2.19 . 99 .92 2692.37 2692. as 2693.25 2692. 7S 2693.36 2693.SO 2. 20 2.25 2.17 . 67 26S9 .50 .3S 26S9. 50 .16 2689.50 157.03 160.S8 161.93 32.14 32.14 32.14 140.00 140.00 HO.OO 1.50 1. 93 2.23 . 81 .83 2696.10 2696.51 2696. so 2696.10 2696.51 2696.SO 2696.42 2696.94 2697.3S 2.64 2. 52 2-77 -. 29 -.21 -.32 269UO 2694.00 269UO 203.26 19UO 213.27 34.62 3U2 34.61 130.00 130.00 130.00 1.40 1.83 2. 39 . 84 . S6 . 93 45.000 45.000 45.000 2701.31 2701.80 2702.24 2701.31 1701.80 2702.24 2701.69 2702.31 2702.76 us 4.39 3.09 -. 95 -. 76 .01 2700.00 2700. DO 2700.00 336. so 302.65 213.33 H.38 H.38 41.3S 145.00 145.00 145.00 1.56 1.87 1.78 1.02 1. 01 .89 46.000 46.000 46.000 270S.24 1708.67 2709.04 2708.24 1708.67 2709.04 270S.59 2709.10 2709.73 6. 94 5.56 5.01 -.10 .15 -.31 1706.70 1706.70 2706.70 347.17 177. 77 149. 54 33.50 33.50 33.50 200.00 200.00 100.00 1.48 1.92 2. 30 1. 02 .99 . 9S 46.500 46.500 46.500 2713.66 1714.22 1714.69 2713.66 1714.22 2714.69 1714.11 2714.84 271U6 us 3. S6 3.23 .!S .04 .15 2711.00 2712.00 2712.00 325. OS 175.51 230.51 37. S6 37.86 37. S6 140.00 140.00 140.00 1.78 1.19 2. 51 1.01 .99 •95 •DO •DO .ss .ss .77 r 5/19/91 11:48;4~ P!GE r SECHO CiSEl CRIIS EG r H.OOO H.OOO H.OOO 2715.42 2715.86 2716.22 2715.28 1715.66 1715.96 2715.61 2716.12 1716.53 1.48 1.24 r 48.000 48.000 48.000 2721.65 1711.95 2722.17 2711.65 2711.95 2722.17 49.000 49.000 49.000 2728.82 2728.96 2729.08 50.000 50.000 50.000 2735.79 2736.08 2736.22 ,. r ,.. I r r r r r r ,. • ! r ,.. i r r r Hl OLOSS 34 ELMIH lOIKS 271UO 171UO 171UO 198. 38 164.54 13UO 40.00 40. 00 40.00 60.00 60.00 60.00 . 82 . 96 .77 1.02 .03 . 04 . 05 l.Ol . 70 2721.90 1712.29 1722.61 7. 52 6. 77 6. 33 -1.76 -1.71 -1.78 1721.00 1721.00 2711.00 375.83 338.75 316.56 33.00 33.00 33.00 200.00 100.00 200. 00 1.18 1.45 1.70 1.01 1. 01 1.01 2718. 78 2718. 94 2729.08 2728.93 2729.16 2729.36 7.02 6.85 6. 73 . 01 . 02 2728.50 2728.50 2728.50 328.84 345.99 356.55 37.50 37. 50 37.50 200.00 200.00 200.00 . 63 . 96 1.24 .87 . 95 1.00 2735. 78 2736.07 2736.22 2736.00 2736.32 2736.54 7. 04 7.15 7.16 . 03 . 01 -.00 2735.00 2735.00 2735.00 376.46 369.46 357.87 32.50 32.50 32.50 200.00 200.00 200.00 1. 03 1.10 1.37 . 98 . 99 1.01 .OJ PCHSL XLCH SHEAR FRCH .74 r Ljot- 4oct. DA.T : l~(j 11: )5: 54 1 TOLERANCE (PT) • 0.010 TOTAL FLOW(CFS) 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2SSO PLOW' ERROR(CFS) " FLOW ERROR 0 0 0 o.oo o.oo o.oo 0 0.00 0.00 0 0 o.oo o.oo o.oo o.oo 0 0 0.00 0.00 0 0 0 <2> TOLERANCE (") • 1.000 r r r r r !"' t r Page 2 -------------------------------------------------------------------------------CULVERT # ---------------------------------------------------------------------------------------------------------------------------------PERFORMANCE CURVE FOR s BARREL(S) Q (cfs) 600 800 1000 1200 1400 1600 1800 2000 2200 2400 2SSO r r r r r r !"" I r r I ,.. I 2619.27 2619.75 2620.21 2620.66 262 [. 09 2621.52 262 [. 96 2622.39 2622.72 TWE ( ft) 261S.SS 2615.86 2616.13 2616.39 2616.63 2616.86 2617.08 2617.30 2617.50 2617.70 2617.84 ICH ( ft) 2.43 2.95 3.45 3.93 4.39 4.84 ••••• SITE DATA ***** OCH ( ft) 2.08 2.32 2.57 2.83 3.10 3.39 3.69 4.00 4.33 4.68 4.95 5.27 5.70 6. 14 6. 57 6.90 E!. inlet face invert E!. inlet throat invert ,.. ' r HWE ( ft) 2618.25 2618.77 CULVERT INVERT INLET STATION (FT) INLET ELEVATION (FT) OUTLET STATION (FT) CULVERT DATA SUNIIARY BARREL SHAPE BARREL SPAN BARREL RISE BARREL IIATERIAL BARREL MANNING 1 S N INLET TYPE INLET EDGE AND WALL INLET DEPRESSION CCE ( ft) 0.00 0.00 6-FF 6-FF o.oo 0.00 o.oo 6-FP 6-FF 6-FF 6-FF 0.00 0.00 6-FF 6-FF 6-PF o.oo 0.00 0.00 6-FF o.oo 6-FP 2615.82 ft 0.00 ft OUTLET ELEVATION (FT) NUMBER OF BARRELS SLOPE (V-FT/H-FT) CULVERT LENGTH ALONG SLOPE (PT) ••••• FLOW TYPE FCE (ft) 0.00 o.oo 0.00 0.00 0.00 o.oo o.oo 0.00 0.00 o.oo o.oo o.oo o.oo o.oo o.oo o.oo 0.00 E!. outlet invert E!. inlet crest • • • • • • • • • • • • 1111 • 139.00 2615.82 0.00 2613.98 s.oo 0.0132 139.01 •••••••••••••••••••••••• BOX 10.00 PT 6.00 fT CONCRETE 0.012 CONVENTIONAL BEVELED EDGE (1,5:1) NONE TCE (ft) 0.00 0.00 0.00 0.00 0.00 vo (fps) I !.58 12.60 13.40 14.07 14.66 IS. 11 IS. 56 15.97 16.33 16.68 16.92 2613.98 ft o.oo ft r r Page 3 r r TAILWATER ••••••• CHANNEL SLOPE V/H (FT/FT) r r r r r r r r r r r r r r •••••••••••••••• REGULAR CHANNEL CROSS SECTION BOTTOM WIDTH (FT) SIDE SLOPE H/V (X:!) YANNING'S N (.01-0.1) CHANNEL INVERT ELEVATION (PT) CULVERT N0.1 OUTLET INVERT ELEVATION ••••••• 55.00 0.0 0.026 0.045 2613.98 2613.98 PT UNIFORM PLOW RATING CURVE FOR OOWNSTREAM CHANNEL PLOW (CPS) 600.00 800.00 1000.00 1200.00 1400.00 1600.00 1800.00 2000.00 2200.00 2400.00 2550.00 w.s.E. FROUD£ (FT) 2615.55 2615.86 2616.13 2616.39 2616.63 2616.86 2617.08 2617.30 2617.50 2617.70 2617.84 NUMBER 0.975 0.997 1.014 1.027 1.038 I. 047 1.055 I. 061 1.068 1.074 I. 077 -------------------------- VEL. (FPS) 6. 94 7.75 8.44 9.05 9.59 10.09 10.54 10.97 II. 37 11.74 12.01 SHEAR (PSP) 2.55 3.05 3.49 3.91 4.30 4.68 5.04 5.38 5.71 6.03 6.26 ROADWAY OVERTOPPING DATA ROADWAY SURFACE EIIBANJOrnNT TOP WIDTH (PT) CREST LENGTH (FT) OVERTOPPING CREST ELEVATION (PT) PAVED 139.00 1000.00 2624.00 -------------------------- r r r r r r r r r r r r r r r r r r r Appendix E Input and Output from the FHWA Culvert Analysis (HY-8) of the Shadow Mountain Wash Box Culvert Beneath Oracle Road r r r r r r r r r r r r r r r r r r r I FHWA CULVERT ANALYSIS HY-8, VERSION 3.2 SITE DATA C --------------------------------------------------- CULVERT SHAPE, r.tATERIAL, INLET : u :--------------------------:-----------------------------------------------: L V t I 2 INLET ELEV. (FT) OUTLET ELEV. (fT) CULVERT : BARRELS LENGTH : SHAPE (FT) : MATERIAL SPAN (FT) RISE (FT) NANNING n INLET TYPE , :--------------------------:-----------------------------------------------: 616.90 614.00 140.03 1 RCB 8.00 s.oo .012 CONVENTIONAL: 3 4 s 6 -------------------------------------------------------------------------------Sut.IYARY OF CULVERT FLOWS (CPS) ELEV (PT) 620.99 621.58 622. 17 622.78 623.32 623.66 623.89 624.07 624.23 624.35 624.47 623.00 TOTAL 200 240 280 320 360 400 440 480 520 560 600 334 I 200 240 280 320 355 376 389 401 409 417 423 334 2 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 0 0 s 6 ROADWAY ITR 0 I 0 0 I 0 0 I 0 0 I 0 4 4 0 23 5 0 48 4 0 77 4 0 109 4 0 139 3 0 172 3 0 0 OVERTOPPING 0 0 0 0 0 0 0 0 0 0 0 0 -------------------------------------------------------------------------------SUUNARY OP ITERATIVE SOLUTION ERRORS HEAD BLBV(PT) 620.99 621.58 622.17 622.78 623.32 623.66 623.89 624.07 624.23 624.35 624.47 HEAD ERROR(FT) o.oo o.oo o.oo o.oo -0.01 -0.00 -0.01 -0.01 -o.oo -0.01 -0.01 <1> TOLERANCE (PT) • 0.010 TOTAL PLOW( CPS) 200 240 280 320 360 400 440 480 520 560 600 PLOW ERROR(CPS) 0 0 0 0 I I 2 2 2 4 4 " PLOW ERROR o.oo o.oo O.Od o.oo 0.29 0.19 0.47 0.40 0.31 0.76 o. 71 <2> TOLERANCE (") • 1.000 r r r r r r r r r r r r r r r r r ,.. ; r Page 2 -------------------------------------------------------------------------------CULVERT --------------------------------------------------' -------------------------------------------------------------------------------PBRFORYANCE CURVE FOR BARREL(S) HWE TWE ICH OCH (cfs) ( ft) ( ft) ( ft) ( ft) 200 240 280 320 355 376 389 401 409 417 423 620.99 621.58 622. I 7 622.78 623.32 623.66 623.89 624.07 624.22 624.35 616.51 616,85 617.19 617.52 617.84 618.16 4.09 4.68 5.27 5.88 6,42 6.76 6.99 7.17 7. 32 7.45 7.57 I. 54 I. 97 Q 624.47 618.47 618.77 619.08 619.38 619.67 El. inlet face invert El. inlet throat invert ••••• ••••• 2.45 2.96 3.44 3.75 3.95 4.25 4.66 s.os 5.43 BARREL SHAPE BARREL SPAN BARREL RISE BARREL MATERIAL BARREL MANNING'S N INLET TYPE INLET EDGE AND WALL INLET DEPRESSION 6-FF 6-FF 6-PP 6-PP o.oo FCE TCE ( ft) ( ft) o.oo o.oo o.oo o.oo 0.00 0.00 0.00 0.00 0.00 0.00 6-FP ft CCE ( ft) o.oo o.oo 6-FF 4-FF 4-FF 4-PP 616.90 ft SITE DATA ***** CULVERT INVERT INLET STATION (PT) INLET ELEVATION (PT) OUTLET STATION (PT) OUTLET ELEVATION (FT) NUMBER OF BARRELS SLOPE (V-FT/H-PT) CULVERT LENGTH ALONG SLOPE (FT) CULVERT DATA SUMMARY FLOW TYPE 6-FF 6-FF o.oo o.oo 0.00 o.oo 0.00 o.oo o.oo o.oo o.oo o.oo El. outlet invert El. inlet crest •••••••••••••• 140.00 616.90 o.oo 614.00 1.00 0.0207 140.03 •••••••••••••••••••••••• BOX 8.00 FT 5,00 PT CONCRETE 0.012 CONVENTIONAL BEVELED BDGE (1.5:1) NONE o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo o.oo vo (fps) 15.94 16.62 17.21 17. 73 18. 16 18.36 18.51 18.64 10.24 10,41 10.58 614.00 ft o.oo ft r r r r r r r r r r r r r r r r r r I r Page 3 TAILWATER ******* REGULAR CHANNEL CROSS SECTION BOTTOM WIDTH (PT) •••••••••••••••• CHANNEL INVERT ELEVATION (PT) 8.00 0.0 0.031 0.035 614.00 CULVERT N0.1 OUTLET INVERT ELEVATION 614.00 PT SIDE SLOPE H/V (X:1) CHANNEL SLOPE V/H (FT/FT) MANNING'S N ( ,0!-0,!) ••••••• UNIFORM FLOW RATING PLOW w.s.E. (CFS) 200.00 240.00 280.00 320.00 360,00 400.00 440.00 480.00 520.00 560.00 600.00 (FT) 6!6.51 6!6.85 6!7.19 617.52 617.84 6!8.16 6!8.47 6!8.77 6!9.08 6!9.38 619.67 -------------------------- CURVE FOR PROUD£ NUWBER !.111 !.096 1.082 !.067 !.053 !.039 !. 026 t. 013 !.001 0.989 0.977 DOWNSTREAM CHANNEL VEL. (FPS) 9.97 !0.5! !0.96 1!. 36 I!. 71 !2.02 12.31 !2.56 !2.80 13.01 13.21 ROADWAY OVERTOPPING DATA WEIR COEFFICIENT ••••• EMBANKWENT TOP WIDTH (FT) USER DEFINED ROADWAY PROFILE y X (FT) (FT) 0.00 626.00 55.00 624.00 80.00 623.00 120.00 624.00 150.00 624.60 iS!. 00 625 .to CROSS-SECTION COORD. NO. I 2 3 4 5 6 SHEAR (PSF) 4.85 5.52 6. 17 6.81 7.43 8.04 8.64 9.23 9.82 10.40 10.98 2.50 50.00 --------------------------