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HomeMy WebLinkAboutDrainage Reports - 03/20/1998Final, A , � J Report 16. ark; 2 Q FINAL DRAINAGE AND EROSION CONTROL REPORT VENCOR FORT COLLINS NURSING CARE CENTER e 0 PURI MAR, 91998 �J 0 FINAL DRAINAGE AND EROSION CONTROL REPORT VENCOR FORT COLLINS NURSING CARE CENTER Prepared for: META Associates 401 South Fourth Avenue Ninth Floor, B&W Tower Louisville, Kentucky 40202 Prepared by: JR Engineering, Ltd. 2620 E. Prospect Road, Suite 190 Fort Collins, Colorado 80525 (970)491-9888 August 19, 1997 Revised: November 4, 1997 Revised: December 22, 1997 Revised: February 20, 1998 Job Number 9150.00 f JREngineering, Ltd . 2620 East Prospect Rd Suite 190 " '. Fort Colltrts, Colorado,80525 (970) 491 9888 e;FAX (970) 491 9984;; r www.jreng.com 'February,20, 1998 L 1VIr Basil ; Ci of Fort Collins ` a Stormwater Utility 235 Mathews Street i ' EortCollins, Colorado 80524 ; - k ' Re Revised Final Drainage and Erosion Control Report ` Vencor Fort Collins-.Nursing'CAre Center,';' - . J Y l Fort,Collins; Colorado ; i r Dear Basil P JR Engineering; Ltd is.pleased to.submit'the attached Revised Final Drainage and Erosion Control. Report for Venco"r Fort Collins Nursing ,Care Center for your review and approval ` This report . , .`addresses'. Stormwater's review comments of January 30,1998 ''The hydraulic; and hydrologic; evaluation of the `site was,perforrnbd'm accordance with the specification's set�forth in the_ City of, Fort Collins' "Storm Drainage Design and Criteria Manual" If you have any questions regarding the procedures; methodology; or results presented herein; please' 1 do not hesitate to contact me at your convemence '" Sincerely' 0 AEG - t JR Engineering, Ltd..,,,,ova KCOC,�c�` , 29110 , David W`Klockeman, P E •Project•Manager, JIf 5 Attachment ff I w 1T. c = , ' 4935 North_30th Street' 6020 Greenwood Plaza Blvd-''704 Fortino Blvd West ; Colorado Spring's, Colorado 80019 Englewood'Cclorado 80111 ', Pueblo Co, (719) 593-2593 FAX (719) 528 6613 (303) 740 9393.•.FAX-(303) 721 9019 „• ;(719) 583-2W5 ado 81008 :- K (719) 583-8119 1 , ' FINAL DRAINAGE AND EROSION CONTROL REPORT ' VENCOR FORT COLLINS NURSING CARE CENTER ' Prepared for: META Associates 401 South Fourth Avenue Ninth Floor, B&W Tower 1 Louisville, Kentucky 40202 ' Prepared by: JR Engineering, Ltd. ' 2620 E. Prospect Road, Suite 190 Fort Collins, Colorado 80525 (970)491-9888 August 19, 1997 Revised: November 4, 1997 Revised: December 22, 1997 ' Revised: February 20, 1998 Job Number 9150.00 TABLE OF CONTENTS ' PAGE TABLE OF CONTENTS ................ ................ ......................... I 1. INTRODUCTION.......................................................1 1.1 Project Location ....._...... ..............................1 1.2 Site Characteristics.............................:.......:............ 1 1.3 Soils..........:.................................................I ' 1.4 Purpose and Scope of Report ._.....................................2 1.5 Design Criteria.............:......................................2 1.6 Master Drainage Basin .............................................. 2 t . 2. HISTORIC (EXISTING) DRAINAGE ....................................... 2 ' 3. DEVELOPED FLOWS ................................................... 3 3.1 Method..........................................................3 ' 3.2 Exterior Flows....................................................3 3.3 Onsite Flows.....................................................3 3.4 General Flow Routing ......:....................................... 3 ' 3.5 Proposed Drainage Plan .............................................4 3.6 Hydrologic Analysis of the Proposed Drainage Conditions ................. 5 3.7 Allowable Street Flow Capacities ................................ 6 ' 3.8 Inlet Design ....................... :: .............................. 3.9 Storm Sewer Design ............... :............................... 6 7 4. EROSION CONTROL .................................................... 7 4.1 Erosion and Sediment Control Measures ................................ 7 4.2 Dust Abatement ...............................:................... 7 ' 4.3 Tracking Mud on City Streets ........................................ 7 4.4 Maintenance.......................................................8 4.5 Permanent Stabilization ............................................. 4.6 Variances Requested.........:.....................................8 8 1 5. 6. FOSSIL CREEK STABILITY STUDY ...................................... 500-YEAR FLOODPLAIN FOR FOSSIL CREEK ..:........................... 8 9 7. WATER QUALITY........................................................10 8. MISCELLANEOUS..................................................... 10 ' 8.1 Variances.......................................................10 i 8.2 Irrigation Ditches.................................................10 8.3 Ditch Company Approval .......................................... 10 8.4 Maintenance Agreements ........................................... 10 9. REFERENCES........................................................II APPENDIX A - MAPS AND FIGURES APPENDIX B - HYDROLOGIC CALCULATIONS APPENDIX C - INLET CALCULATIONS APPENDIX D - STORM SEWER & RIP RAP CALCULATIONS APPENDIX E - 500-YEAR FLOODPLAIN APPENDIX F - WATER QUALITY PONDS APPENDIX G - EROSION CONTROL ii 1 1 1. INTRODUCTION 1.1 Project Location ' VENCOR Fort Collins - Nursing Care Center is located in the northeast one -quarter of Section 12, Township 6 North, Range 69 West of the Sixth Principal Meridian, in the City ' of Fort Collins, Larimer County, Colorado. (See .VICINITY MAP in Appendix.) This site is bounded on the north by Southridge Greens Boulevard and Miramont Valley ' P.U.D., on the east by Lemay Avenue, and on the south and west by Fossil Creek and Mail Creek. - The total site contains approximately 10.31 acres. ' 1.2 Site Characteristics drains in The site is primarily covered with native grasses. The majority of the site a southerly direction at slopes ranging from 0.5 to 7 percent. ' 1.3 Soils 1 The soils for this site are comprised of Heldt clay loam (48) and Wiley silt loam (119). (See ' FIGURE 2 - SOIL MAP.) ' Heldt clay loam consists of nearly level soils on fans and valley sides. Pertinent characteristics of this soil include medium runoff, a slight hazard of wind erosion, and a slight to moderate hazard of water erosion. Heldt clay loam is categorized in Hydrologic Group C. ' Wiley Silt loam consists of gently sloping soils on uplands. Pertinent characteristics of this soil include medium runoff and a moderate hazard of erosion. Wiley silt loam is categorized ' in Hydrologic Group B. ' The source for soil data is the "Soil Survey for Larimer County Area, Colorado', prepared by the United States Department of Agriculture Soil Conservation Service. ' 1.4 Purpose and Scope of Report ' This report defines the proposed final drainage and erosion control plan for VENCOR Fort Collins - Nursing Care Center, including consideration of all on -site and tributary off -site runoff. ' 1.5 Design Criteria ' This report was prepared to meet or exceed the submittal requirements established in the City of Fort Collins' "Storm Drainage Design Criteria and Construction Standards" (SDDCCS), ' dated May 1984. Runoff computations were prepared for the 2-year minor and 100-year major storm frequency utilizing the rational method. ' Where applicable, the criteria established in the "Urban Storm Drainage Criteria Manual" (UDFCD), 1984, developed by the Denver Regional Council of Governments, has been ' utilized. ' 1.6 Master Drainage Basin ' This site is included in the "Fossil Creek Master Drainageway Planning Study", prepared by Simons Li & Associates, Inc., August 1992. The Simons Li report is a general overview of the area with specific improvement recommendations for Fossil Creek. ' 2. HISTORIC (EXISTING) DRAINAGE The historic (existing) flows for this site consist of the flows from the site itself and two small basins north of the northwest portion of this site. The development of Miramont ' Valley P.U.D. and Southridge Greens Boulevard to the north has accommodated the majority of the runoff that historically entered this site from the north. Information for Miramont is ' included in the "Final Drainage and Erosion Control Study for Miramont Valley P.U.D., Fort Collins, Colorado", RBD, Inc. Engineering Consultants, March 18, 1996. ' Note: Detention is not required within the Fossil Creek Basin nor is it provided as part of 2 ' the development of VENCOR Fort Collins - Nursing Care Center. Therefore, ' historic (existing) runoff calculations are not included as part of this report. ' 3. DEVELOPED FLOWS ' 3.1 Method ' The Rational Method was used to determine both the 2-year and 100-year flows for the sub - basins indicated in this drainage report. A detailed description of the hydrologic analysis is provided in Section 3.6 of this report. 3.2 Exterior Flows As previously discussed, exterior flows enter this site in sheet flow from a small area north ' of the northwestern portion of this site. The majority of the flows from the property to the north (Miramont Valley P.U.D.), including the extension of Southridge Greens Boulevard ' along the north property line of VENCOR Fort Collins - Nursing Care Center, are diverted to a Water Quality Pond in the southeast portion of Miramont Valley P.U.D. and released ' into Mail Creek. 3.3 Onsite Flows Flows within this site will take the form of overlot, swale, street, and pipe flow. The existing ' drainage patterns have been maintained where possible. All grading has been designed to carry flows away from structures to the proposed drainage facilities. ' 3.4 General Flow Routing The final drainage pattern for this area has been developed to provide a drainage system that ' is compatible with the surrounding area. This has been accomplished by utilizing existing drainage patterns to the extent possible and routing flows to limit the amount of required drainage facilities. 1 3 I 1 The proposed drainage facilities for this site consist of two proposed area (sump condition) inlets connected two a storm sewer (pipe) and two water quality ponds that outfall into Fossil Creek. 3.5 Proposed Drainage Plan A qualitative summarization of the drainage patterns within each sub -basin and at each design point is provided in the following discussion paragraphs. Discussions of the detailed design of drainage facilities identified in this section are included in Sections 3.7. Runoff from Subbasin A is conveyed via sheet flow and gutter flow to a proposed sump inlet located in the westerly portion of this site. Said sump inlet outlets into a proposed Stormceptor manhole, then the flows are conveyed through a proposed pipe into Fossil Creek. Runoff from Subbasin B is conveyed to a proposed sump condition area inlet in the atrium area of the west central portion of the building, and outletted through a ' proposed pipe into a proposed water quality pond located in Subbasin E. Runoff from Subbasin C is conveyed to a proposed sump condition area inlet in the ' landscaped area in the north central portion of the proposed building, and outletted through a proposed pipe into a proposed water quality pond located in Subbasin E. 1 Runoff from Subbasin D is conveyed to a proposed sump condition area inlet in the landscaped area in the northeast portion of the proposed building, and outletted through a proposed pipe into a proposed water quality pond located in Subbasin E. Runoff from Subbasin E is conveyed to a proposed swale along the east side of the proposed building, diverted southerly, and conveyed in said swale to a proposed water quality pond in the southeast portion of this site. Said water quality pond outlets the flows through a proposed pipe into Fossil Creek. . Runoff from the combination of Subbasin B, C, D and E is routed to Fossil Creek as stated in the previous paragraphs. Runoff from Subbasin OF-1 is conveyed via sheet flow onto Subbasin F. Runoff from Subbasin OF-2 is conveyed via sheet flow onto Subbasin F. Runoff from Subbasin F consists of a portion of the site along the southerly and 4 0 I 1 1 r t 1 westerly boundary of this site. The flows from this area are conveyed southerly to Fossil Creek via sheet flow. Runoff from the combination of Subbasin OF-1, OF-2, and F is routed to Fossil Creek as stated in the previous paragraphs. Runoff from Subbasin OF-3 is conveyed via gutter flow on Southridge Greens Blvd. into an existing sump inlet. 3.6 Hydrologic Analysis of the Proposed Drainage Conditions The Rational Method was used to determine both 2-year and 100-year peak runoff values for each Subbasin. Runoff coefficients were assigned utilizing Table 3-2 of the SDDCCS Manual. As stated above, the Rational Method was used for all hydrologic analyses for the project site. The Rational Method utilizes the SDDCCS equation: Q = CfCIA (1) where Q is the flow in ofs, A is the total area of the basin in acres, C f is the storm frequency adjustment factor, C is the runoff coefficient, and I is the rainfall intensity in inches per hour. The frequency adjustment factor, Cf, is 1.0 for the initial 2-year storm and 1.25 for the major 100-year storm. The appropriate rainfall intensity information was developed based on rainfall intensity duration curves in the SDDCCS Manual. In order to utilize the rainfall intensity curves, the time of concentration is required. The following equation was used to determine the time of concentration: tC=t;+tt (2) where tc is the time of concentration in minutes,it is the initial or overland flow time in minutes, and t, is the travel time in the ditch, channel, or gutter in minutes. The initial or overland flow time is calculated with the SDDCCS Manual equation: 5 1 t; _ [1.87(1.1- CQL°S]/(S)°" :01 where L is the length of overland flow in feet (limited to a maximum of 500 feet), S is the average slope of the basin in percent, and C and Cf are as defined previously. All hydrologic calculations associated with the sub -basins shown on the attached drainage plan are included in the Appendix of this report. Table 3.1 provides a summary of the design flows for all Subbasins and Design Points (DP's) associated with this site. DESIGN AREA AREA C2 k C100 Tc (2) Tc (100) Q (2) Q (100) POINT DESIG. (ACRES) (MIN) (MIN) (CFS) (CFS) 2 A 2.24 0.75 0.93 5.0 10.0 5.25 14.87 1 B 0.17 0.91 1.00 5.0 10.0 0.48 1.21 C 0.86 0.54 0.68 5.3 10.0 1.43 4.13 D 0.39 0.66 0.83 6.5 10.0 0.75 2.30 E 3.78 0.47 0.59 12.8 11.6 4.04 14.88 F 2.98 0.23 0.28 11.2 11.2 1.61 5.70 OF-1 0.02 0.20 0.25 5.0 10.0 0.01 0.04 OF-2 0.28 0.20 0.25 8.8 10.0 0.15 0.50 OF-3 1 0.41 0.95 1.00 5.6 10.0 1.19 2.92 1�773 1B+C+D+E1 5.20 0.48 0.60 12.8 11.3 5.68 21.16 3.7 Allowable Street Flow Capacities VENCOR Fort Collins - Nursing Care Center does not affect the flows on any existing or proposed streets. Therefore, calculations for allowable street capacities for surrounding, existing streets are not included. N [_] 1 1 3.8 Inlet Design There are three (3) sump condition area inlets proposed with VENCOR Fort Collins - Nursing Care Center. These inlets are located in Subbasins B, C and D. 3.9 Storm Sewer Design There are two underground storm sewer systems proposed with the development of VENCOR Fort Collins - Nursing Care Center. These storm sewer pipes are the outfall for the above referenced drainage inlets. (See Appendix for Calculations.) 4. EROSION CONTROL 4.1 Erosion and Sediment Control Measures Erosion and sedimentation will be controlled on -site by use of inlet filters, silt fences, straw bale barriers, gravel construction entrances, and seeding and mulch. (See the attached Erosion Control Plan for details). The measures are designed to limit the overall sediment yield increase due to construction as required by the City of Fort Collins. During overlot and final grading the soil will be roughened and finrowed perpendicular to the prevailing winds. Straw bale dikes will be placed along proposed swales. A construction schedule and erosion control effectiveness calculations are found in the Appendix. ' 4.2 Dust Abatement During the performance of the work required by these specifications or any operations tappurtenant thereto, whether on right-of-way provided by the City or elsewhere, the contractor shall famish all labor, equipment, materials, and means required. The Contractor ' shall carry out proper efficient measures wherever and as necessary to reduce dust nuisance, and to prevent dust nuisance which has originated from his operations from damaging crops, orchards, cultivated fields, and dwellings, or causing nuisance to persons. The Contractor will be held liable for any damage resulting from dust originating from his operations under these specifications on right-of-way or elsewhere. 7 1 4.3 Tracking Mud on City Streets ' It is unlawful to track or cause to be tracked mud or other debris onto city streets or rights -of - way unless so ordered by the Director of Engineering in writing. Wherever construction ' vehicles access routes or intersect paved public roads, provisions must be made to minimize the transport of sediment (mud) by runoff or vehicles tracking onto the paved surface. ' Stabilized construction entrances are required per the detail shown on the Erosion Control Plan, with base material consisting of 6" coarse aggregate. The contractor will be responsible for clearing mud tracked onto city streets on a daily basis. 4.4 Maintenance All temporary and permanent erosion and sediment control practices must be maintained and ' repaired as needed to assure continued performance of their intended function. Straw bale dikes or silt fences will require periodic replacement. Sediment traps (behind straw bale barriers) shall be cleaned when accumulated sediments equal approximately one-half of trap ' storage capacity. Maintenance is the responsibility of the developer. ' 4.5 Permanent Stabilization ' A vegetative cover shall be established within one and one-half years on disturbed areas and soil stockpiles not otherwise permanently stabilized. Vegetation shall not be considered established until a ground cover is achieved which is demonstrated to be mature enough to ' control soil erosion to the satisfaction of the City Inspector and to survive severe weather conditions. ' 4.6 Variances Requested There are no variances requested for erosion control for VENCOR Fort Collins - Nursing Care Center. 1 5. FOSSIL CREEK STABILITY STUDY ' This portion of Fossil Creek was included in the "Fossil Creek Stability Study - Highway 287 to Lemay Avenue", Lidstone & Anderson, Inc., February, 1996. As stated in this study, 1 8 ' "The purpose of this stability study is two -fold: ' 1. Characterize the stability of the Fossil Creek channel between Lemay Avenue and Highway 287 based on an evaluation of hydrologic, hydraulic, geomorphic and ' sediment transport characteristics of the stream; and ' 2. Develop practical improvements for mitigating adverse stability conditions in the stream" ' In general, this report defined the 100-year floodplain and erosion buffer limits for this portion of Fossil Creek. As the result of this study, it was determined that no construction is to take place within the erosion buffer limits. However, it did leave open the option of potential improvements to Fossil Creek in order to mitigate concerns and address issues ' created as the result of future development. Therefore, as part of the final development of this site, close coordination will be required between the Developer, Engineer, City of Fort Collins, and Lidstone & Anderson, Inc. in order to take into account the stability of Fossil ' Creek. ' Note: The 100-year floodplain and erosion buffer limit information shown on the attached plans were provided to JR Engineering, Ltd. (JR) by Lidstone & Anderson, Inc (LA). (JR performed the field survey cross sections and provided topographic information for the preparation of the Stability Study.) ' 6. 500-YEAR FLOODPLAIN FOR FOSSIL CREEK ' In accordance with City criteria, as this site is a "critical care facility" and located adjacent to a Fossil Creek, the 500-year floodplain limits are shown on the attached drainage plan. The 500-year floodplain information was provided to JR Engineering; Ltd. (JR) by Lidstone & Anderson, Inc (LA). The information provided by LA is included in the Appendix of this report. 1 9 WATER QUALITY There is one (1) water quality pond proposed as part of the development of VENCOR Fort Collins - Nursing Care Center. This pond is located in the southeast portion of this site. This pond has been designed based on the requirements of Volume 3 of the "Urban Storm Drainage Criteria Manual". (See Appendix for calculations and details.) There is also one (1) "Stormceptor" structure proposed as part of the development of this site. This structure is located in the southwesterly portion of this site with the runoff from the majority of the parking lot routed through it. The "Stormceptor" has been included in order to remove oil and sediment from the runoff for this portion of the site and has been designed in accordance with the manufacturer's recommendations. MISCELLANEOUS 8.1 Variances There are no variances requested with the development of VENCOR Fort Collins - Nursing Care Center. 8.2 Irrigation Ditches There are no irrigation ditches impacted by the development of VENCOR Fort Collins - Nursing Care Center. 8.3 Ditch Company Approval There are no irrigation ditches impacted by the development of VENCOR Fort Collins - Nursing Care Center. Therefore, Ditch Company approval is not required. 8.4 Maintenance Agreements The developer will be responsible for the maintenance of all temporary and permanent drainage structures. 10 9. REFERENCES 1. City of Fort Collins, "Storm Drainage Design Criteria and Construction Standards", (SDDCCS), dated May, 1984. 2. Urban Drainage and Flood Control District, "Urban Storm Drainage Criteria Manual", Volumes 1 and 2, dated March, 1969, and Volume 3 dated September, 1992. 3. "Fossil Creek Master Drainageway Planning Study", Simons Li & Associates, Inc., August 1992. 4. "Final . Drainage and Erosion Control Study for Miramont Valley P.U.D., Fort Collins, Colorado", RBD, Inc. Engineering Consultants, March 18, 1996. 5. "Fossil Creek Stability Study - Highway 287 to Lemay Avenue", Lidstone & Anderson, Inc., February; 1996. 11 [I 11 1 11 1 LJ 1 1 1 APPENDIX A MAPS AND FIGURES 11 1 1 1 NTS VICINPTY MAP JREngineering, Ltd. I 7. APPENDIX B HYDROLOGIC CALCULATIONS [1 [1 [] N N o 0 N ■ O a) N '$ K J U c a N y O d a` ' C rnW C wo 04 7 N Z W � K W 0 0 W N g U F W O } LL LL N 0 O W = d ZLuOJ W �a a w O 02 O 0 0 U CO z O F g � o J J F U C7 w z U � Q ~ _w J w O a 2 } w a O U H W o f a j i )n n o O) c v 10 o co (0 0 n V 0 N 0 o N 6 o N 0 )n O) 0 O LL LL LL: O LL N N N N Z W O a U 0 N 0 0 0 0 N 0 N 0 N 0 N 0 w LL Q Q y (O O 7 17 'Nat co CR O N O o Q z g O O O O N N O O O LL LL LL O LL m N m. W j 0 a U 0 0 0 Obi 0 Obi 0 N 0 � o m c m o J LL 0 9 n (D 0 rn 0 v N 0 m O C) o 0 0 0 0 Q O J 0 QN O N .- O O CD O M� O m co N O O N O V O z O z 4 (9 Q m U W LL LL O lL O LL O F4 W co a- e- LL O rn f0 a ui Q I m Y N n n Qtl o 11 O O N N m N O m m m J Z � LL v N N N tG N N m N N p lV O O O M N O Q G m fV m lV f0 .. 0 N r r N m W Z m J f7 v N N < u J O O V7 N O m N m m N 0 U h o b o vi o n W W N N W 7 W V > W o 0 0 0 0 o � m N W i J t« c � r J v r < W m N m m r C fV Q 10 at C l7 41 N Gl r o 'I o v o ee n IRI 1c; m ZQ L m m A m N N w 0- W N N n W N O N N N N Y Q tl+ U 0 0 0 CR a a 0 a 0 0 0 F U 2 � m N GWD N n N O N O N Q p N a m Cl O O G nl lV O O C h Z r U Z N O N t7 w a O w N O N Q m U O W w LL. m O o O U m 2 CO) f0 Q N G `o x H Q Q Z_ _Z Z_ Z_ Z_ Z_ Z O O O O m N O O O Cl J G G O O C O = a .O r LL p fV 6 O G N O O N N 4 O C O H � E v Q m U « I Q a O o � E E o 0 ri o vi v of di m of U m m am m m m m n m o 0 0 0 o � m w " W f J S G F Z,. J a = m E m r o CI vi O a O ao m ai t7 vi m m r ri m n pp .p p p m N v r r O O C « wl O « m m O G « O N O m Q m m O m m O O O O m = L m m r m N N m O m N m OI O m m N N N N O m f � Z N m M H A A O N Y N Q HU N Cl G G G t�l N G O O Y) Z O Z 2 N O N m W o_ Q W Q m U O W m O O O + m _ Q m O N N N x u DRAINAGE CRITERIA MANUAL RUNOFF ■ ■ ■ 11 ■ ■ 5( 3( I- 2 C z w U cc w COL 10 z w IL O 5 U) w ¢ 3 O U 2 w t— Q 1 5 .1 �ME mill I1I1IIIO 0111110111101 WA Wi■■I/FAINSFAINWA � I����■�■■� ���I III ■��■�������■■■■� z .3 .5 1 2 3 5 10 20 VELOCITY IN FEET PER SECOND FIGURE 3-2. ESTIMATE OF AVERAGE FLOW VELOCITY FOR USE WITH THE RATIONAL FORMULA. *MOST FREQUENTLY OCCURRING"UNDEVELOPED" LAND SURFACES IN THE DENVER REGION. REFERENCE: "Urban Hydrology For Small Watersheds" Technical Release No. 55. USDA, SCS Jan. 1975. 5-1-84 URBAN DRAINAGE 8 FLOOD CONTROL DISTRICT ' W Q O ' 0 W _ W � w O W N d O y W =O= Z W J O Z f O K F ' o O � a c7 W O Z L w ' Qw z w z C7 y U Z o Q } W } a c4 I Lo 0 0 N ' O U C li ' o m m N ' z c o. 0' co O a 0 F W Z W a c7 CL i W m �+ O W O � IInMIVWNIII EIIIIIIIIIIIIIIIIIIIII iinnmm�nnn C�iaeiC�IIIAYlR��i �AIYIAiIC�� �� ��mieN�mmm�o� ��amn�monnn 0 m mm a i< I ' m C N z ' 2 a m ' W Q Z .-, U K ' W � U O W Co S 67 W O Z W f J O Z � 0 ' co 0 a ' r O � z M 0 w a N m ¢l Z_ W Q U- ' V d } W o a > 0 U c .o U C 0 U. ' 0 m m J �y C m m o W O O~ W 1 N 2 N Q 2 d U W 0 IIINI�N�I. EIIIIIIIIIIIIIIIIIIIII i it �iiniin n C�I@IYYNIn�k' "a�.NNn ■�mun n �ue� ���nmmnem N O N m W a Q I I APPENDIX C INLET CALCULATIONS 1 11 1 1 1] 1 I I 1 1 I Engineering, Ltd. car JR.•. PROJECT _ / ae-r—e • I `•.4 M , LA BY �!� Bel' JOB NO. / /�� • �'O DATE SUWECf ACE /i .LEI IG-Y C�C t�/ eS SHEET No, J_ OF Z• 1 (1 oaI_/.n— ' I I _L 10 fi - If ' �/��f':�sF' t ��.�•l,�dCo�.;f = LFI/I air I o Rr_�a..� li�zC.�i4¢e1u.rJ.dr { ; c afe_. i I T A a It It._ I- No Text =: HEAVY DUTY Dimensionin inches Catalog � J Wt- rote No. B G H Lbs. Type Rectanaular—Heavy Duty (Contd.) 2 1y4x4 1 120 Ili V4x9 1 115 1% lx4Yz 1 160 2 Wx i 1 95 2 I Yxx5Yt 1 YA 95 1 US 1 80 2 2y4x4 1 100 1V4 IY4x5 IA 115 11. US% Iy4 135 IV I 1Y4x5 IY4 1 205 M 2x2 Y4 60 1V4 1yj )j I 90 M Ix6 1 80 2Yz 1)4x5li 1 175 11, 's/ux6Yz V4 120 IY4 I%XSy4 lei 100 1V4 1%4)1 13j 95 HL IytxSK 1 165 1Y4 I%x5N IA 140 1Ys I 1)jx5Y4 IN 155 2 1Y4x3y4 1 120 1)j V4x5)5 1 75 116 2x4 N 75 2 2x5 2 135 2Ya 21rtx0i Y4 120 I)j 1y4x6 1 80 '. 17 1yzx4 1 95 „. 2 1 Y4x4y4 lye 90 I)j 1 Y4x6Yj 1 90 . r 2 13Jx83/4 1 105;> 13/4 2ytx4y4 1 80 .. F -444 2 Ix7 y1 100 2 lx6yj 1 120 Ili Ilix6y4 1 140 1Y4 Ix6Ih 1 114' IYWN 1Y4 200 r •' 1V4 2 1lix*i IA 150 a - 1Yx l%x63/4 IA 105 2 107 6 P/u 140 2 1Yex5Y4 IA 125 2 2x6Y 1 145 2Y4 1'/isx8 1 185 1Y4 2x4 134 170 2 1 1V4x6A 1A 210 'Grate in two pieces. *`Grote in throe pieces. -Angle frame available. u F-,. �4fra: a �< hxt�i f1. For Heavy Duty Drainage Grates Angle frames can be furnished with those grates as shown by • symbol on poges 216 and 217 —single or in combination. Frame can also be supplied with integral cast anchor lugs. Larger frames are always mode in sections bolted together with cast anchor lugs. If lugs create obstacles for installa- tion indicate when ordering so other arrangements can be made. Specify: OR-4899 angle frame and grate catalog number frame is to fit. s� Catalog i Dimensions in inches W Grote No. (Ja)yA' � B) G I Lb' I Type Rectangular —Heavy Duty (Contd.) t 7l S -� iIli I :L•r. i.r; C .,,tip Kt ' ✓ :.. :- �r:, vtA1eX. i. .I w..�. r , � }titii t I . • [-. F, k Ly r a"•: r 11 K-s F :. ngle Frame Specify: --'OlmMMW with Type C Grate 0) If more than one grate required per frame, advise over- all dimensions of the grated area. Integral cost anchor lugs when required. *When inclusion of anchor lugs will definitely create in- stallation problems. HEAVY DUTY Dimensions in inches Catalog � � Wt. IGrate No. B G H Lbs. Type �� t' CI 1 Jt�' 41 ... / t -.• it • • I.r J t ')�, 1 tSj 3 FtF Er, L± 2�_l 1367x5 Y Yz!iIi 1 Y4x3y4/ _ � it �ir rd �_� /�f,'.. I YAx4y41 1 :1 .1 Sty 3 �, S ear / , �,r4''yLI �if7i 9� YiY: i } Y fa-• 'S j `Grate in two pieces. **Grate in throe pieces. -Angle frame available. e Frafxes nl ,,, ,� For Heavy Duty Drainage Grates Angle frames can be furnished with those grates as shown by • symbol on pages 216 and 217 — single or in combination.. Frame can also be supplied with integral cast anchor lugs. Larger frames are always mode in sections bolted together with cast anchor lugs. If lugs create obstacles for instollo- tion.indicate when ordering so other arrangements can be made. Specify: Q� R-4899 angle frame and grate catalog number frame is to fit. 'ERMAH FOUNDRY COMPANY Dfinensionsin inches Catalog I 'Wt. IGrate No. B G_ H . 'Lbs. Type Rectangular —Heavy Duty (ConYd:) 1 ;c, 1;V ir1: t 'Cl�fi�`��-t • �'c t'57;1 Lu- a �C 14 L�m,,q— Yv%3: ' • E . »y lx4Y2IN r�..� 1Y2x6y4 l ngle Frame ie C Grate If more than one grate required per frame, advise over- all dimensions of the grated area. Cj?+Integral cost anchor lugs when required. f,,* When inclusion of anchor lugs will definitely create in- stallation problems. �I .1 11 [1 FREE OPEN AREAS OF so. CATALOG FT. NO. TYPE OPEN R3976 ........ B .......0.2 R3977 ........ B .......0.1 R-4001-A ......0 .......0.3 R-4001-8 ......C........0.3 R-4003-A ......A .......0.9 R-4003-B ......A .......0.9 R-4003-C ......A .......0.9 R-4004-A ......0 .......1.3 R-400. ......B .......1.5 R4004-C ...... B .:.....1.5 R-4004G ...... D- ....... 1.9 R-4005-A2 ..... B or D ... 0.4 R-4006 ........ B or D ...0.3 R4007 ........ B or D...0.4 R-4008-B ......B or D...0.4 R4011-B1 ..... B or D...0.4 R-4014-8 ...... C ....... 2.8 R4014-C ......0 .......2.4 ' R4014-E ...... C ....... 3.0 R-4014-T ......0 .......1.3 R4014-T1 ..... D .......0.8 R-4015-A ......8 .......0.2 R-4015-Al ..... B ....... 0.2 R-4015-B ......0 .......0.4 R4015C ...... B .......0.2 R-4015-D ......B .......0.2 R-4016-A ...... B ....... 0.6 R-4016.8 ......0 .......0.5 R-4016-E ......A .......0.6 R-4016-E 1 ..... A .......0.6 R-4016-F ......0 .......0.6 R-4016G ......8 .......0.8 R4016-H 1 ..... A .......0.6 R-4016-K ...... D ....... 1.1 R-4017 ........6 .......0.4 R4017-1 ......B .......0.4 R-4018 ........B .......0.2 R-4027-8 ......0 .......1.1 R-4030-4 ......G .......0.1 R-40306 ......G .......0.1 R-4030.8 ......G .......0.2 R-4030.10 ..... G .......0.3 R-403G-12 ..... G .......0.4 R-4030-15 .....G .......0-8 R-4030-18 ..... B ....... 1.1 R-4030-21 .....8 .......1.3 R-4030-24 ..... B ....... 2.1 R-4030-27 .... .G .......2.8 8-4030-30 .....G .......3.5 R40406 ...... E .......0.1 R-4040-8 ......E .......0.2 R-4040.10 .....E .......0.3 R-4040-12 .....E .......0.4 R-4040.15 .....E .......0.7 R-4040-18 .....E ....... 1.2 R-4040-21 .....G .......1.4 R-4040-24 .....G ....... 1.6 R-4040-27 .....G .......2.3 R-4040-30 .....G .......2.9 R-4370-1 ......0 .......0.1 R-4370-2 ......G .......0.2 R-4370-3 ......E .......0.4 R-4370-4 ......G .......0.6 R-4370-5 ......G .......0.8 R4370-6 ...... G .......0.8 R4370-7 ..... .G .......0.8 R4370-8 .. �....E ....... 1.0 R4370-9 ......0 ....... 1.3 - R4370-10 ..... G ....... 1.1 R4370-12 ..... F .......0.9 R4370-13 .....G ....... 1.3 R4370-14A .:.. G .... :..0.9 R4370.15 ..... D ....... 1.0 R4370-17 ..... D .......0.9 R4370-18 ..... E ....... 1.3 R4370-21 ..... D .......0.9 R4370-22 ..... D ....... 1.1 R4370-23 .....G .......0.9 R4370-25 ..... G ....... 2.0 R4370-26 ..... G ... .....'1.7 R4370-27A .... G ....... 2.4 R4373-2 ...... K ....... 1.0 sq. in. R4373-3 ......K ....... 1.0 sq. in. R43734 ...... K ....... 3.0 sq. in. NEENAH GRATES {Continued) so. CATALOG FT NO. TYPE OPEN R43736 ...... K .......3.0 sq. in. R4373-8 ...... K .......4.0 sq. In. R-4373-10 ..... K ....... 5.0 sq. in. R-4373-12 .....K ....... 8.Osq. in. R-4373.15 .....K .......20.0 sq. in. R-4380-AA7 .... E .......2.8 sq. in. R-4380-A ......E ....... 3.7sq. in. R-4380-A1 .....E ....... 6.Osq.In. R-4380-B1..... E .......4.8sq.1n. R-4380-1 ......E ....... 5.4sq. in. R-43803 ......E ....... 6.0sq. In. R-4380.4 ...... E .......0.1 R4380.4A1 .... E .......0.1 R-4380-4A ..... E .......02 R-4380-6 ...... G .......02 R-4380-7 ......G .......0.3 _ R-4380.8 ......E .......0.3 R-438. ......E .......0.4 R-4380-10 .....E .......0.5 R-4380-11 .....E .......0.5 R-4380-12 ..... E .......0.6 R-4380.13 .....G .......0.7 R4380-13A .... E .......0.9 R-4380.14 .....E .......0.7 R-4380.15 .....E .......0.6 R-4380-16 .....E .......0.8 R-4380.17 .....E .......0.8 R4380-18 ..... G .......0.7 R-4380-21 .....G .......1.3 R-4380-22 .....G .......1.5 R-4380-23 .....G .......1.1 R-4380-24 .....G .......1.7 R-4380-25 .....G.......2.5 R-4380.26 .....G .......2.7 R-4385-8 ......E .......0.1 R-4385C ......E .......0.3 R4385-E ...... E .......0.5 R-4385-F ......E .......0.5 R-4385G ......E .......1.0 R-4385-H ......G ....... 1.6 R-4385-J ......G .......2.5 R-4385-K ......G .......2.7 R-4389-0 ...... 8 .......0.2 R-4390 ........8 .......0.3 R-4391-A ......B .......0.1 R-4392 ........B .......0.8 R-4393 ........0 ....... 1.0 R-4400 ........B .......0.1 R-4401 ........A .......0.1 R-4403 ........A .......0.3 R-4404-C ......8 -------0.5 R-4405-M5..... C ....... 1.5 R-4406 ........8 .......0.5 R-4406-A ......8 .......0.5 R-4406C ......A .......0.4 R-4406-1 ......A .......0.5 R4406-2 .. .... C .......0.6 R-4407-2A .....B .......0.6 R-4408 ........B .......0.3 R4409 ........ A .......0.4 R4409-A ...... C .......0.7 RA409-C ......8 .......0.5 R-4409-E ......A .......0.5 R-4409G ......B .......0.8 R4410........ B....... 0.8 R4421 ........ C....... 1.0 R4423-A ...... A ....... 1.2 R4424 ........ A .......0.6 R4430-A ...... A ------- 0.6 R4430-A1 ..... C .......0.2 R-4430-8 ......0 .......0.7 R4430C ......0 ....... 1.4 R4435-1 ......0 .......0.8 R4441 ........ A....... 0.3 R4441-A ...... A .......0.3 R4443 ........ A ....... 0.4 R4444 ........ A .......0.4 R4449 ........ A ....... 0.8 R4450 ........ A .......0.8 R4450-A ...... A .......0.6 R4451 ........ C....... 0.7 R4454 ........ C .......0.9 R4460 ........ A ....... 0.8 R 4462 ........ 8 ....... 0-9 so. CATALOG FT. NO. TYPE OPEN R4470 ........ A .......1.5 R-451.1 .........A .......0.5 R4525 ........A .......0.8 R4530 ........ A .......0.8 R-4531 ........A .......0.8 R-4540 ........0 ........1.0 R-4541 ........A ....... 1.0 R4544 ........ A .......1.8 R4545 ........ A .......1.6 R-4548 ........A .......1.0 R45W ........ C .......0.8 R-4552 ........A .......0.6 R-4557 ........A .......0.8 R4558 ........ C .......1.1 R4570.1 ...... A .......0.9 T R-4575-C ......0 .......2.9 R4579 ........ A .......0.8 .R-4583 ........A .......0.9 R4584 ........ A .......1.3 R-4585 ........A ....... 1.9 R-4586 ........ A .......1.5 R-4600 ........ A ..I....0.9 R4603-A ......A .......0.8 R4604 ........ C . , ..... 1.3 R-4604-C ...... A .......0.7 R4604-D ...... A ....... 1.5 R-4608 .... ....A .......0.8 R-4610 ........A .......1.0 R4620 ........ A .......0.8 R4630 ........ C .......0.9 R-4632 ........ C ....... 1.1 R-4640 ........A ....... 1.3 R-4641-A ......A ....... 1.2 R-4641C ......0 .......1.1 R-4641-F ......A ....... 1.8 R4649 ........ A ....... 1 A ' R-4649-1 ......0 .......2.2 R-4652 ........ A .......1.5 R-4654C ......0 .......3.6 R-4660 ........ C ....... 1.1 R4662 ...... - A - .... 1.3 R-4670-A ...... A ....... 1.1 R-4671........A ....... 7.1 R-4672 ........0 .......1.1 R-4689 ........ C .......1 4 R4692-A ...... D ....... 2.0 R4698 ........ A ....... 13 R-4710 ........0 ....... 1.5 R4711 ........ C... .... 1.1 R-4718 ........A .......2.7 R-4720 ..... ...0 .......0.9 R-4721-A ......A .......1.2 R-4725 ........0 ....... 1.6 R-4730 .........A .......2.0 R-4731.... ....A .......2.5 R-4732 ........ A ....... 2.0 R-4736 ........ C m . - - 1.1 R4738 ........ A ....... 1.1 R-4739 ........0 ....---1.3 R4740 ........0 .......2.1 R-4750 ........0 .......2 4 R-4750-1 _-A .......2.8 R4751 ........ C ....... 1.9 R4752 ........ C ..:.... 2.3 R4755-6 ...... A .......2B R4755C ...... C .......2.9 R4759 ........0 ....... 1.5 R4760 ........ C ....... 1.7 R4762 ........ C ....... 2.4 R4765 ........ A ....... 1 A R-4780 ........0 .......3.1 R4781 ........0 .......3.0 R-4795 ........ A. R4798 ........ C .......2.4 R4808 ........ C ....... 1.4 R-4809 ... .....0 ........1.5 R-4810....... X....... 1.5 R-4820 .. ... ...0 ....... 1.6 R4821-A ......0 ....... 1.7 -A ...... . so. - ' CATALOG FT. NO. TYPE OPEN R-4826 ........A .......1.3 R4828 ........ A .......1. R4829 ........ C .......2.2 R4830 ........0 .......0.9 R-4832 ........0 .......1.5 R-4832-8 ...... C .......1.8 R-4833 ........A .......2.3 R-483-B ......B ........ R-4835-1 ......0 ....... 4.9 R-4837 ........AA ....... 2 1 R4889........ R-4840 ........0 ....... . .......2.8 R-4843 ........A .......2.6 R4846 :....... C .......5.6 R-4850 .........0 .......2.7 R-4852 .....,--C .......1.7 R4855 ........ A ....... 2.0 - R-4856 ........0 .......3.1 R4857 ........ A .......3.1 R-4859C ......A .......2.4 R-4880 ........0 .......2.5 R-4880•C ......0 .......2.2 R-4884-A .:....0 .......3.3 R-4890 ........0 .......3.a R-4891 ........A .......3.5 R-4893 ........0 .......6.0 R4893-8...... C.. ..... 1.9 R-4894 ........0 .......3.3 R-4895-2 ......A .......6-6 R-4938 ........A .......0.8 R-4938-1 ......A ....... 1.5 R-4938-A ......A .......0.8 R-4938-6 ......A .......0.2 R-4939-8 ...... K .......4.7 sq. in. R-4941 ........8 .......0.4 R-4941-A ......B .......0 4 R-4942-A ......A .......0.7 R-4943 ........ K .......0.3 R-4943-A ......K .......0.3 R-4943-B ...... K .......0.3 R-4976-1 ......A .......0.9 R-4976-1 ......B .......0.9 R-4976-2 ......A ....... 1.5 R-4976-2 ......6 ....... 1.5 R-4976-3 ......A .......2.5 R-4976-3 ......B .......2.5 R-4976-4 .. ...A .......3.7 R-4976-4 ...... B .......3.7 RA976-5 ......B .......5.2 R-4977-1 ......A ....... 1.5 R-4977-1 ......B .......1.5 R-4977-2 ......A .......2.0 R-4977-2 .. ...B .......2.0 R-4977-3 ......A .......3.7 R-4977-3 ......8 .......3.7 R-4977-4 ......A .......5.3 R-4977-4 ......B .......5.3 R-4977-5 .. ...A .......8.0 R-4977-5 ......8 .......8.0 R-4990-AA ..... A ....... 0.2 - R-4990-AX ..... A ....... 0.2 - C.......0.3- P.......0.1 R-4990-BA ..... A .......0.3 R-4990-BX ..... A .......0.3 C ....... 0.3- P.- ... .0.1 R-4990-CA ..... A .......0 4 - R-4990CX ..... A .......0.4 - C.......0.4 P.......0.1 R4990-DA ..... A .....-0.4 R-4990-OX..... A .......0.4 C ....... 0.5• P ....... 0.2- R4990-EA ..... A .......0-5 R-4990-EX .. -A .......0.6 - - C.......0.5- R 4990-FA ..... A ....... 0.6 R-4990-FX .....A ....... 0.7- C ....... 0.8 Type K indicates "Special" grate style and is not among standard types as illustrated. . NOTE: On catalog tt's R-4990-AA thru R4999-1-9. SO. FT. OPEN is per lineal foot. 0.8 0.7 0.6 r— Z 0.5 Cr w > 0.4 O I`_ 0.3 w 0 Z02 Z O am EXAMPLE O.01fill IIIIIIIIIIt11111111I1111111111[III If]III]] 0 I 2 3 4 FLOW INTO INLET PER SQ. FT. OF OPEN AREA (CFS/FT2) Figure 5-3 CAPACITY OF GRATED INLET IN SUMP (From: Wright -McLaughlin Engineers, 1969) 5 iMAY 1984 5-11 DESIGN CRITERIA I 1 i i APPENDIX D 1 STORM SEWER AND RIP RAP CALCULATIONS i 1 1 1 i 1 1 1 1 1 i 1 1 1 I I L ' W W co y LL 1 2 :3 , A W 0 > �a Ni of n m > > ci ri w n to to COm'DR rn o c 0 co co rn 0 0 rn 0 CO IT N O G C O 0.0 m al OOi C W WHO v v v v c 10 m c7 (V Cl O .�`. O V N N L l0 w a, N O U co CO O > a c fi a) U0 O 070� U a 0 N O D O V t0 0 0 0 to 0 0 0 0 3 nc - U V v IT It N N N O t7 V V a r m O CO n Wnc > ' OOOo m m m m O) V O t0 cn a t0 � O O V to co Go C v n ai N in J C O U CN N N CO C O O. C m N <.1 U z Z O a F J O o Z LU a O O ~ .W.1 o z O O 7 Q WJ F- Q U a 0 t0 N n 0 N co 0 rn 0 U J N W z_ K W m 10 z W a K Z W 'w O O m n Q y N W Q N 4n ah0N d0o !-o coo W W n O al a d x 0 I V) LL 0 N m O m n - C h m 1� tr n m a> m GOD N N � n m Ni v v ri v v N v N n n V v V V m m 0 vc m v o o m m m m v v o o 0 of of of of _ M. 0 � C3 0 m O) O 0 0 0 0 01 O) W Q1 0 00 Q1 W m 0) m m N O N N V 0 0) W N N m rn n v m rn m OR m v o oi.- � o 0000ioim W�pc rnrnrnrnmrnwrnw�arn 0) M m coM n 0 V N N C Ql N N N N N V V V t7 O O UN N co u No W j O. C^ N N N N N N N N N O U n N N O O O N N W O O N n v f") O T N N w m N �rn� 0 0 O a C Qppm rnrnoOrnrnmwmv wv mmv U3 N O V N N N Of W O m O N N n m O n t7 t7 O C' of of o 0 0 of of of w w co n d CL)a m rn rn m 0 Cl 0 m rn C C. m cep'-' v v v v v v o v v v v o N V m O N M o o m v 0 tAo rn 0 0 v v a 0 0 0 0 0 0 In Cl) N y m m q � c� co CD to r- a n m J � N C 0 0 U U U U U U N C C C C C C N 'N N N m co O C m O N _ lG Gf N t0 e) O 4)CO U U U U U U U U U U 0 p Z O a m a -i a D O Ix N w 0 CIA O 0 O 0 O O v M N N _ _ _ _ oo� >0 €a w _Z No z Z W a. c m d c c W 0 O a 0 0 N to r M 0 N w 0 n CD 0 U O � J 0.. G1 Z W m W O Z K Z v w m o � O m n G� 0 c FQ- w E Q GI W U O co 0.00 N V j O O 0 50 0) N N n a. N a X 0 ' O o J ) O Um zCL ' U) in z 0� v z w O. N >� f7 Of W W t- N C m co c w C7ncC v W W _ a � W O a` m m a act O rn w v v ' m c rn� : co m O U L 0 ^ N Mlu— m m U O U N y fA i ' 0 o N N Q j O C O 0 O N m ' L�L7 U m m o co rn LO } 0 F = c 0 0 0 Oct m U v v ' {LI U O J W W iu Z mnC.� O cq N vi M am vi C La, W Om wW � O � cc� act Z C O Za w a K o ' LL O N O 0tom` O � ' U N CR C C C O 0 GC y J N G v, D O m U 1 m V1 � Cl)00 W O W 4 a `W ' W U Y W ' W C U J_ h F O w a �Mg w3¢ K E 9 ¢J aka CO w F- o m F tom m m n 3 O m a d % 1 O 11 1 11 m c m o 0 p � � cG vi t+) o H a o > > co of m v m co O rn U� v nc� co c D ro c o m m m m v v v v m ITN N o n m nc� 0 CO CD CD orn 0 m 0 WDp v a v v d 1* W cr v ao ao m m ;a4 rn co CM N � U O.0 �NUv �p O N O i o. )O )O O Go c o Z) rr U o (o co O N t0 )O N r co OD O (3) O) O) 3 G C O p v O7 m t0 GO U v v a v o tD o c o co m Sri d n c �pp� O rn rn rn rn Octcc co w v v v n O 7 V It m n 1N N J C O m U U N_ C C co o C O O. m w l0 N N ` U U U Y m ma K U 'a O H W (L w C.))i C o Oo n o € c? o Z5 ro IL co m N m n in 0 N ' Riprap Calculations fog -Conduit Outlets 2/20/98 ' JOB NAME PARCEL "A" META ITEM RIPRAP CALCULATIONS FOR CONDUIT OUTLETS ' COMPUTATIONS_ BY: JCY SUBMITTED BY: -JR ENGINEERING, LTD. From Urban Strom Drainage Criteria! Manual, March 1969 ' (Referenced figures are attached at the end of this section) Q = discharge, cfs D = diameter of circular conduit, ft ' W = width of rectangular conduit, ft H = height of rectangular conduit, ft ' Yt = tailwater depth, ft A, = required area of flow at allowable velocity, ftZ V = allowable non -eroding velocity in the downstream channel, ft/s ' = 5.5 ft/s for erosive soils Pipe from MH-1 to Water Quality Pond ' 18" RCP Q = 6.42 cfs D = 18 in = 1.5 ft ' Yt= 1,0 ft V = 5.50 ft/sec = allowable channel velocity ' Q/Dt.s = 3.5 Yt / D = 0.7 ' From Figure 5-7, use Type L riprap From Table 5-1, d5o = 9 in From Fig. 5-6. Riprap depth from outlet to dist. U2 = 18.0 in Riprap depth from U2 to L = 13.5 in Width of riprap (extend to height of culvert) = 4.5 ft ' Q/D2 5 = 2.3 From Fig. 5-9, Expansion factor, 1/(2 tan 6) = 6.7 At = QN = 1.17 ftZ L = (1/(2 tan 0))'(At/Yt - W) _ -2.23 ft Min. L = 3D = 4.5 ft ' Use 5'x5'x18" Type L riprap ' Pipe from Water Quality Pond to Fossil Creek 30" RCP Q = 21.76 cfs ' D = 30 in = 2.5 ft Yt = 1.55 ft under free outfall conditions V = 6.51 ft/sec = allowable channel velocity x:\915000\xls\Riprap 1 Outlets Riprap Calculations for Conduit 2/20198 pt.5 = Q/ 5.5 ' Yt / D = 0.4 (use 0.4 since tailwater depth is unknown) From Figure 5-7, use Type L riprap From Table 5-1, d5o = 9 in. ' From Fig. 5-6. Riprap depth from outlet to dist L/2 = 18.0 in Riprap depth from U2 to L = 13.5 in ' Width of riprap (extend to height of culvert) = 7.5 ft Q/D2.5 = 2.2 From Fig. 5-9, Expansion factor, 1/(2 tan 8) = 5.7 ' At = QN = 3.34 ft2 L = (1/(2 tan 0))'(At/Yt -W) = -1.96 ft Min. L = 3D = 7.5 ft ' Use 8'x8'x18" Type L riprap 1 Pipe from StormCeptor to Fossil Creek ' 30" RCP Q = 14.87 cfs D = 30 in = 2.5 ft ' Yt = 1.6 ft under free outfall conditions V = 5.50 ft/sec = allowable channel velocity ' Q/D1.5 = 3.8 Yt / D = 0.4 (use 0.4 since tailwater depth is unknown) From Figure 5-7, use Type L riprap From Table 5-1, d5o = 9 in From Fig. 5-6. Riprap depth from outlet to dist U2 = 18.0 in Riprap depth from U2 to L = 13.5 in Width of riprap (extend to height of culvert).= 7.5 ft Q/D2.5 = 1.5 From Fig. 5-9, Expansion factor, 1/(2 tan 0) = 5.5 At = QN = '2.70 fe L = (1/(2 tan 0))'(At/Yt -W) = 4.46 ft Min. L = 3D = 7.5 ft Use 8'x8'xf8" Type L riprap x:\915000\xls\Riprap ' S' Sidewalk Culvert Capacityy ' Worksheet for Rectangular Channel Project Description Project File x:k915000bds\project3.fm2 Worksheet 5' Sidewalk Culvert ' Flow Element Method Rectangular Channel Manning's Formula Solve For Discharge ' Input Data Mannings Coefficient 0.013 ' Channel Slope 1.000000 % Depth 0.50 ft Bottom Width 5.00 . ft Results ' Discharge 15.94 fN/s Flow Area 2.50 ft2 Wetted Perimeter 6.00 ft ' Top Width 5.00 ft Critical Depth 0.68 ft Critical Slope 0.003859 ft/ft Velocity 6.38 ft/s ' Velocity Head 0.63 ft Specific Energy 1.13 ft Froude Number 1.59 ' Flow is supercritical. Notes: ' 15.94 cfs > 14.88 cfs so the 5' Sidewalk Culvert has more than enough capacity to take the overflow from Basins C & D, as well as the 100 yr flow from Basin E. 11 t 1 Feb 20, 1998 None FlowMaster v4.1b ' 07:56:57 Haestad Methods, Inc 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 I U 1 �J 1 133% 100 yr Dis. Basin E - Swale A -A Worksheet for Trapezoidal Channel Project Description Project File x:\915000\xls\project3.fm2 Worksheet Basin E - Swale A -A Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data ' Mannings Coefficient 0.060 Channel Slope 1.000000 % Left Side Slope 4.00 H : V 1 Right Side Slope 4.00 H : V Bottom Width 4.00 ft Discharge 19.79 ft /s Results Depth 1.15 ft 1 Flow Area 9.84 ft2 Wetted Perimeter 13.45 ft Top Width 13.17 ft 1 Critical Depth 0.72 ft Critical Slope 0.067476 ft/ft Velocity Velocity Head 2.01: 0.06 ft/s ft Specific Energy 1.21 ft Froude Number 0,41 1 Flow is subcritical. 1 1 i 1 1 1 Dec 22, 1997 None FlowMaster v4.1b 1 11:53:39 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 Cross Section Cross Section for Trapezoidal Channel Project Description Project File x:\915000\xls\project3.fm2 Worksheet Basin E - Swale A -A Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.060 Channel Slope 1.000000 % Depth 1.15 ft Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 4.00 ft Discharge 19.79 ft /s 1 4.00 ft V H 4.0 NTS Dec 22, 1997 None ' 11:53:49 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v4.1b Page 1 of 1 I 11 APPENDIX E 500-YEAR FLOODPLAIN 1 1 1 11 LIDSTONE & ANDERSON, INC. Water Resources and Environmental Consultants 760 Whalers Way, Suite B-200 Fort Collins, CO 80525 July 17, 1997 Mr. Dave Klockeman JR Engineering, Ltd. 2620 E. Prospect Rd., Suite 190 Fort Collins, CO 80525 Re: 500-Year Floodplain on Fossil Creek Dear Dave: Per your recent request, Lidstone & Anderson,'Inc. (LA) has completed an evaluation of the 500- year floodplain for Fossil Creek in the vicinity of Lemay Avenue. Specifically, you requested that LA investigate the water surface elevation of the 500-year flood approximately 50 to 100 feet upstream of Lemay Avenue. In support of this request, LA conducted a hydraulic analysis of Fossil Creek using the Corps of Engineers HEC-2 computer program. The results of this analysis are summarized in the following paragraphs. Hydrology ' The peak discharge data utilized for the hydraulic analysis were obtained from the Fossil Creek Drainage Basin Master Drainageway Planning Study (Simons, Li & Associates, 1982). In this document, the 500-year discharge for Fossil Creek varied from 2,730 cfs at Highway 287 to 4,950 cfs at the confluence with Stanton Creek. The discharge profile obtained from the Fossil Creek Master Plan was integrated into the HEC-2 input files utilized to complete this work. Hydraulic Analysis Two hydraulic models (HEC-2) presently exist that document the channel hydraulics within Fossil Creek from Trilby Road to Highway 287. These models include those associated with the reports entitled "Fossil Creek Stability Study Highway 287 to Lemay Avenue" (Lidstone & Anderson, Inc., 1996) and "Fossil Creek Stability Study Trilby Road to Lemay Avenue" (Lidstone & Anderson, Inc., 1992). Both hydraulic models were modified to include the peak discharge data associated with the 500-year flood event. The results of the hydraulic modeling efforts indicate that the water surface ' elevations range from 4907.25 ft, msl to 4907.45 ft, msl in the area immediately upstream of Lemay Avenue. ' (970) 226-0126 FAX: (970) 226-0121 E-MAIL: LAWater@FortNet.org Branch Office: Box 27, Savery, Wyoming 82332 [1 1 1 1 1 Mr. Dave Klockeman July 17, 1997 Page Two Technical documentation related to the hydrologic and hydraulic analysis is attached to this letter. If you need additional information or require clarification of the results of our work effort, do not hesitate to contact me. Sincerely LIDSTONE & ANDERSON, INC. ;radley A. Anderson, P.E. President BAA/tlt Attachment ATTACHMENT TECHNICAL DOCUMENTATION HYDRAULIC ANALYSIS OF FOSSIL CREEK IMMEDIATELY UPSTREAM OF LEMAY AVENUE 1 W.. •....... w 4a.w.w C.2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TURE CHECKED BY DATE SHEET OF Fo5sa- �Ze&t - Sao- t1-1- Liter 1 e .� 2 r,� Q $-!J O - •{ �L �f�/(/!J SFZ L��S�P i.. o 7C e I-t-ZyV/4VGzuR �br vSki% G� 5�4 -�.4 LL�'tay ,fyc.vuR ll.A� �ryG) ec1 'ca66y/ ✓� Lt�S/?-,I--, s�W d�li nn 7`7 S v 6 -,,7r /�--/ao c� (4 7`/ Q- a7c 5'�4-74'a ^ Z f/yD�ljLG� y ca �7 G / j le, �✓ e GaP e d h 34';z-v`4 h a ;4-�Z ,- 45 c 41%0 4 1-0 4110 �Ys 7a �Qo iz3o /G� ayfo �6� metro /S{�nlv„z�eek FeMay Ave JJ ,+iove- 7Sv ,Z/d zlyo 32110 Bellcf. - 7/4J / / al% /j 7ZD 4710 3L/ a e,% Fp lls,% Craa C A'(�ovP S7od 91 v 140 Z412 6 2,116 3/70 Be/a•v ZSD /1/0 j 2710 iZ/o 4Z16 (? 41;9 1 1 1 1 1 t 7j��,06(f 1 " /-7y-77l'- TURE CHECKED BY DA SHEET Df Tr- ,7 L� M iL -*t> 42 F-le F o S S e71 74� 4 14 Z 2 5 Ec a3,2 /7 r Z .--ode ' -74-o 7-?7. wSEZ du J�Cc 7ei"y� z 3. Z. -7/0 4If q 7 03 77- d5red as 9 710 D 3. 9 Z. 7` 32/0 p6. /�J All 7-0 zi- Lmsl is 11wY2k7 Ze f=ass-_ram, >a-)P- 71_, e,hAr5�r z. .�.,.� /,o5-&Z as ,y. d;e.A 4e-,,4 uSeye . 1 i 1 1 1 1 1 1 1 .II.IM ll..wn.. W 4�k.r..1.1 C.uMIW. ATURE _ CHECKED BY JDATCSHEET OF 3 o M •1 N N Il w Y Zt % ,� FSGGG- 73 40 .GG 2 � _�e G 3 c 5 / •moo � / ;(.ts c/o a 4 � �,� se c z 9' S« C c � vvS EZ iziv yypo, ?z 3.Lo Ot.3Z el/ 3 7s-a y�vo.�v /Zao a2.zG Z7/b OS. d� 32io OG+6 �l 0 ,?• `F5 9 Efs i 111111W FOSSIL CREEK, 500-YEAR r frtrfa####frfiifwrfiifffxfrfaffrt►rfxfa« EC-2 WATER SURFACE PROFILES ' r « ' Version 4.6.2; May 1991 *SUN DATE 17JUL97 TIME 11:06:43 * r■*fr«#r«#ar««##a#air»rffrri:xirtfxarf#a## 1 1 1 1 1] wfrirfx«r#i«frra#arftawaaa#rfrrirr##art * U.S. ARMY CORPS OF ENGINEERS * HYDROLOGIC ENGINEERING CENTER * 609 SECOND STREET, SUITE D * DAVIS, CALIFORNIA 95616-4687 * (916) 756-1104 rrfrfffarf #wafer#taaltafaa#affraitaf#fi /NAt r -p PO5sl L1, b47' OwrAwr —� Fe? Ss/c vff Z x x xxxxxxx xxxxx xxxxx x x x x x x x x x x x x xxxxxxx xxxx x xxxxx xxxxx x x x x x x x x x x x x x xxxxxxx xxxxx xxxxxxx 7ki`13 � To LL--711A-.f AVE:' lA -F Page 1 FOSSIL CREEK, 500-YEAR 17JUL97 11:06:43 �fxrrrrrrwrwrr#rrwrxwfxfffxx#rwrr#rx HEC-2 WATER SURFACE PROFILES rsion 4.6.2; May 1991 44ff wfxffffxffxffw#fww##tfxfffifrw >�S IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 AC FOSSIL CREEK STABILITY STUDY -- LIDSTONE 8 ANDERSON, INC. REACH: TRILBY RD U/S TO LEMAY AVE FOSSIL CREEK -- 100 CFS LOW FLOW DEVELOPED CONDITION (CHECK ING NINV IDIR STRT METRIC HVINS 0 2 0 0 0 0 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN. ALLDC 1 0 ,/� `T SOO 0.045 0.045 0.032 0.11Z 0.3 8 100 200 4170 690 1230 U/S OF TRILBY ROAD CULVERT 2 31 1066.9 1086.0 0 0 14 0 4876.1 160 4877.8 .200 4878.6 320 .4879.0 360 4879.4 400 RC 4892.4 1600 4894.7 1680 4895.0 2980 4900 913 4895 938 4894 9" 4891 984 4890 994 4889.8 1000.0 4881.1 1066.9 4877.7 1070.3 4876.3 1077.1 GR 4881.6 1123.7 4886.4 1160.3 4886.8 1209.8 4890 1855 4891 1983 4892 2307 4895 2447 4896 2669 4897 2701 4900 2884 NC 0.040 0.040 0.032 0.1 0.3 3 28 1027.9 1046.6 215 165 4900 930 4895 952 4890 978 4882.2 1017.8 4881.6 1027.9 4877.7 1031.8 GR 4882.2 1046.6 4887.2 1094.9 4886.9 1148.5 4889 1407 4890 1821 4891 2019 4894 2444 4895 2510 4895 2558 4898 2748 4899 27" 4900 2818 1 1 PAGE 1 THIS RUN EXECUTED 17JUL97 11:06:43 CO-PPD-01 09/18/92 0 WSEL FO 0 4877.2 IBW CHNIM ITRACE 1680 2980 3600 0 4878.1 240 4878.3 280 4881.8 800 4884.3 1200 4895.6 3600 4896.2 4893 955 4892 962 4884.8 1056.5 4881.8 1060.3 4877.7 1083.8 4881.6 1086.0 4888 1301 4889 1515 4893 2399 4894 2431 4898 2763 4899 2853 230 4889 987 4888.1 1000.0 4876.3 1037.4 4878.1 1044.2 4888 1209 4888 1266 4892 2273 4893 2376 4896 2670 4897 2696 ' Page 2 FOSSIL CREEK; 500-YEAR 17JUL97 11:06:43 PAGE 2 ' 4 34 1094.7 1116.9 210 110 300 4900 829 4898 848 4897 856 4896 865 4895 869 GR 4894 875 4892 889 4891 896 4890 904 4889 917 GR 4888 939 4887 961 4886 982 4885.4 1000.0 4882.7 1025.9 4882.0 1046.6 4881.2 1094.7 4879.0 1098.0 4877.1 1105.3 4877.8 1108.2 4881.7 1112.8 4888.0 1116.9 4888.1 1169.9 4889 1310 4890 1760 4891 1822 4892 2093 4893 2215 4894 2329 4895 2495 GR 4896 2550 4897 2625 4898 2655 4900 2660 ' 0.045 0.040 0.032 0.1 0.3 5 30 1058.5 1077.7 165 120 185 GR 4900 847 4898 866 4897 875 4895 897 4894 910 4893 929 4893.1 1000.0 4891.5 1043.1 4886.9 1050.8 4886.1 1058.5 4881.7 1058.6 4878.2 1060.6 4878.0 1068.1 4878.3 1074.1 4882.1 1077.7 1 4882.6 1132.4 4886.7 1163.4 4887.9 1214.7 4889 1348 4890 1581 GGR R 4891 1755 4892 2125 4893 2192 4894 2253 4895 2267 GR 4896 2293 4897 2307 4898 2330 4899 2339 4900 2359 ' 6 37 1058.5 1080.4 180 355 360 4900 736 4899 750 4898 770 4897 782 4895 807 GR 4894 820 4893 836 4892 859 4891 868 4890 891 4889 948 4888 960 4887 979 4886.3 1000.0 4886.4 1043.4 0 4883.6 1049.0 4882.6 1058.5 4878.3 1063.5 4878.7 1067.1 4879.1 1074.9 4882.2 1080.4 4883.7 1098.8 4888.7 1111.5 4888.8 1162.6 4889 1239 4889 1278 4890 1349 4891 1452 4892 1488 4893 1667 GR 4894 1717 4895 1758 4896 1776 4897 1789 4898 1800 4899 1810 4900 1818 0.040 0.040 0.032 0.1 0.3 X1 7 32 1048.4 1068.8 185 335 265 4900 781 4898 810 4897 828 4896 852 4895 873 4894 891 4893 912 4892 929 4891 944 4890 960 4889 992 4888.9 1000.0 4884.6 1024.2 4883.9 1048.4 4879.4 1051.6 GR 4878.6 1057.7 4878.8 1063.4 4883.6 1068.8 4884.0 1074.4 4888.5 1084.4 GR 4890.2 1139.1 4890 1225 4891 1290 4892 1450 4893 1468 4894 1751 4895 1785 4896 1822 4897 1848 4898 2105 4899 2263 4900 2488 X1 8 24 1049.1 1083.0 195 125 285 4902.3 1000.0 4897.0 1049.1 4888.3 1051.0 4881.7 1063.6 4879.1 1065.4 4878.4 1070.3 4879.2 1077.3 4887.5 1083.0 4887.6 1173.8 4888.8 1233.5 4890 1257. 4891 1292 4891 1417 4892 1488 4893 1537 GR 4893 1590 4893 1730 4894 1852 4895 1895 4896 1932 GR 4897 1970 4898 2260 4899 2441 4900 2567 9 28 1052.0 1084.6 270 225 305 4900 930 4898 957 4897 970 4896 983 4895.3 1000.0 GR 4891.8 1052.0 4879.6 1063.7 4879.1 1069.8 4879.1 1077.8 4884.3 1084.6 4885.8 1117.8 4889.9 1131.5 4891.2 1182.1 4892 1228 4893 1237 4894 1241 4894 1259 4893 1289 4893 1448 4893 1460 4893 1650 4894 1700 4895 1748 4896 1792 4897 1860 GR 4898 2053 4899 2072 4900 2094 ' Page 3 FOSSIL CREEK, 500-YEAR ' 17JUL97 11:06:43 PAGE 3 ' 10 32 1067.7 1085.4 150 310 360 4900 918 4899 937 4898 949 4897 966 4896 982 GR 4895.3 1000.0 4892.3 1053.9 4889.3 1061.2 4884.4 1063.5 4884.3 1067.7 GR 4880.8 1069.7 4879.6 1077.7 4880.9 1083.6 4883.2 1085.4 4883.6 1089.1 4884.7 1092.1 4884.6 1097.4 4890.5 1122.3 4891.9 1172.0 4892 1223 4893 1242 4894 1282 4894 1345 4893 1362 4893 1424 4894 1519 4895 1562 4896 1608 4897 1672 4898 2103 GR 4899 2147 4900 2173 11 36 1053.0 1070.2 320 125 495 4907.6 1000.0 4904.9 1001.0 4896.0 1017.4 4887.4 1042.0 4885.6 1053.0 GR 4883.9 1054.1 4883.9 1056.1 4880.3 1058.3 4880.4 1062.0 4880.9 1066.0 GR 4884.4 1068.2 4885.3 1070.2 4886.0 1073.1 4886.4 1122.7 4887 1192 4888 1197 4889 1201 4890 1206 4891 1209 4892 1216 4893 1223 4893 1233 4892 1249 4892 1273 4893 1320 4894 1370 4895 1432 4895 1538 4894 1562 4894 1583 GR 4895 1615 4896 1765 4897 1828 4898 2221 4899 2268 4900 2309 11.1 23 992 1008 120 125 110 GR 4900 950 4895 964 4890 972 4889 977 4888 980 4887 988 4886 990 4885 992 4882.1 996 4882.1 1003 4885 1008 4886 1012 4887 1022 4888 1026 4889 1033 4890 1048 4891 1055 4892 1082 4893 1130 4894 1150 4895 1240 4896 1390 4897 1480 12 21 1060.0 1078.5 70 10 65 4908.6 1000.0 4902.8 1044.1 4886.6 1055.4 4886.1 1060.0 4881.9 1061.4 4880.4 1064.4 4882.4 1072.4 4885.0 1078.5 4886.7 1096.8 4889.6 1124.2 GR 4890 1128 4891 1133 4892 1164 4893 1211 4894 1230 4895 1320 4896 1468 4897 1558 4898 2177 4899 2242 i 4900 2282 13 24 1017.8 1045.1 140 220 350 GR 4906.1 1000.0 4899.3 1001.2 4886.8 1017.8 4884.7 1021.8 4883.3 1026.9 4882.4 1035.1 4883.1 1041.8 4885.3 1043.7 4886.1 1045.1 4887.0 1083.7 4888.6 1104.6 4888.8 1114.3 4890.4 1131.7 4891 1141 4892 1160 4893 1221 4894 1233 4894 1261 4895 1280 4896 1308 GR 4897 1358 4898 1978 4899 2118 4900 2168 13.1 24 993 1006 205 115 225 4900 941 4899 950 4898 961 4897 966 4896 972 GR 4895 978 4890 988 4885 993 4882.7 994 4882.7 1005 GR 4885 1006 4886 1012 4887 1017 4888 1022 4889 1029 4890 1034 4891 1038 4892 1058 4893 1067 4894 1078 4894 1090 4895 1112 4896 1150 4897.1178 K1 14 22 1093.1 1119.6 130 25 85 4900 930 4899 939 4898 950 4897 960 4896 971 4895 992 4894.7 1000.0 4893.5 1044.2 4888.1 1093.1 4884.3 1094.8 4881.8 1103.4 4883.2 1111.5 4886.9 1113.9 4887.7 1115.7 4892.8 1119.6 GR 4893.5 1150.9 4895 1192 4896 1220 4897 1244 4898 1769 GR 4899 1892 4900 2018 ' Page 4 FOSSIL CREEK, 500-YEAR ,17JUL97 11:06:43 PAGE 4 ,ND PARAGON POINT, BEGIN SOUTHRIDGE GOLF COURSE NC 0.037 0.040 0.033 0.1 0.3 15 18 1056.2 1083.0 155 200 385 4900 995 4899.8 1000.0 4894.8 1046.1 4889.3 1052.7 4888.6 1056.2 4884.2 1058.5 4883.0 1065.3 4884.2 1077.5 4887.8 1083.0 4888.3 1109.1 GR 4892.8 1157.6 4895.7 1207.5 4896 1210 4897 1225 4898 1243 4898 1470 4899 1672 4900 1805 16 26 1077.8 1100.6 345 140 335 GR 4908.3 669 4906.3 705 4904.3 730 4902.3 763 4900.3 805 GR 4898.3 820 4896.3 923 4895.0 1000.0 4890.8 1014.7 4889.2 1028.4 4887.6 1073.6 4886.5 1077.8 4885.9 1082.6 4884.0 1083.4 4883.8 1087.8 4885.5 1093.6 4889.7 1099.2 4893.2 1100.6 4893.7 1138.6 4894.3 1215 4896.3 1259 4898.3 1699 4900.3 1825 4902.3 1867 4904.3 1914 GR 4906.3 1959 17 24 1171.5 1206.4 135 210 405 4908.3 539 4906.3 581 4904.3 610 4902.3 646 4900.3 681 GR 4898.3 681 4896.3 752 4894.3 900 4894.3 921 4896.3 982 4897.2 1000.0 4894.6 1067.9 4890.5 1085.0 4889.3 1171.5 4887.5 1174.1 4883.9 1176.4 4883.7 1190.4 4884.7 1196.0 4900.5 1206.4 4901.3 1258.6 4902.3 1469 4904.3 1518 4906.3 1562 4908.3 1590 SOUTHRIDGE CHECK STRUCTURE >� 17.1 21 1058 1074 170 75 245 X3 881 G� 4900.3 570 4898.3 684 4896.3 760 4896.3 810 4898.3 881 G 4898.3 987 4895.0 1000 4894.1 1005 4892.0 1021 4890.5 1040 G 4889.7 1055 4889.7 1058 4886.1 1058 4886.1 1074 4889.6 1074 GR 4889.7 1080 4892.4 1097 4894.3 1130 4896.3 1148 4898.3 1171 GR 4900.3 1310 X� 18 24 1000.0 1035.3 155 110 175 G 4908.3 225 4906.3 266 4904.3 304 4902.3 373 4900.3 512 GR 4898.3 603 4898.3 970 4897.9 1000.0 4893.6 1005.4 4893.6 1007.1 G 4887.9 1012.1 4885.1 1022.9 4887.6 1033.7 4889.5 1035.3 4891.1 1050.7 G 4894.6 1062.7 4896.1 1106.1 4896.3 1111 4898.3 1129 4900.3 1146 G 4902.3 1272 4904.3 1360 4906.3 1396 4908.3 _ 1412 X1 19 23 1016.9 1046.6 280 280 452 G 4908.3 0.1 4906.3 56 4964.3 109 4902.3 284 4900.3 860 G 4898.3 930 4900.3 972 4899.4 1000.0 4897.0 1016.9 4892.6 1023.0 G 4891.0 1027.6 4888.2 1030.2 4887.2 1033.2 4888.5 1044.3 4890.2 1046.6 GR 4891.5 1051.1 4893.1 1059.7 4893.6 1079.2 4896.5 1091.0 4903.9 1150.6 GO 4904.3 1205 4906.3 1253 4908.3 1282 1 ' Page 5 FOSSIL CREEK, 500-YEAR ' 17JUL97 11:06:43 PAGE 5 0.040 0.040 0.035 0.1 0.3 20 19 1052.9 1073.4 375 325 395 4908.3 6 4906.3 64 4904.3 143 4902.3 513 4902.3 925 GR 4900.3 970 4899.3 1000.0 4893.1 1020.6 4890.9 1052.9 4889.3 1054.4 4888.2 1063.6 4888.8 1068.5 4890.4 1070.2 4892.4 1072.4 4897.6 1073.4 4902.9 1119.0 4904.3 1175 4906.3 2020 4908.3 2052 X1 21 17 1106.9 1128.4 240 290 327 4908.3 92 4906.3 196 4904.9 1000.0 4899.8 1017.7 4896.5 1083.0 4894.8 1091.4 4894.7 1106.9 4892.9 1109.1 4891.6 1111.1 4889.4 1112.1 4888.9 1120.4 4890.1 1126.8 4891.3 1128.4 4892.1 1132.2 4894.3 1138.1 GR 4909.4 1192.0 4910.4 1243.2 22 19 1056.0 1080.8 340 280 530 4908.3 462 4906.3 542 4904.8 1000.0 4904.4 1056.0 4895.0 1057.2 4890.1 1061.5 4889.4 1068.2 4890.5 1076.2 4891.9 1077.4 4893.6 1080.8 GR 4894.9 1109.6 4896.7 1116.9 4897.4 1130.4 4899.3 1136.3 4901.7 1174.5 4902.3 1272 4904.3 1400 4906.3 1448 4908.3 1490 0.040 0.045 0.035 0.1 0.3 X1 23 19 1063.5 1086.4 335 130 397 GR 4910.3 679 4908.3 711 4907.5 1000.0 4907.2 1048.4 4895.1 1063.5 4894.1 1065.0 4892.1 1066.6 4892.1 1074.9 4892.8 1081.1 4894.4 1083.1 4895.4 1086.4 4895.9 1096.5 4900.3 1114.1 4905.3 1136.6 4906.0 1160.1 GR' 4904.3 1478 4906.3 1580 4908.3 1716 4910.3 1772 �/S FACE OF LEMAY AVENUE CULVERT OT 8 103 206 4170 710 1180 1570 2710 3210 NC 0.040 0.045 0.035 0.3 0.5 23.1 16 1063.5 1104.8 140 10 55 10 4911.3 679 4909.3 711 4908.5 1000.0 4908.2 1048.4 4896.1 1063.5 GR 4895.1 1065.0 4893.1 1066.6 4893.1 1098.6 4896.4 1104.8 4901.3 1114.1 4906.3 1136.6 4907.0 1160.1 4905.3 1478 4907.3 1580 4909.3 1716 4911.3 1772 SC 1.020 0.50 2.6 900 10 32 90 8.1 4893.6 4893.1 i /S FACE OF LEMAY AVENUE CULVERT 23.2 22 1099.8 1134.5 90 90 90 X2 2 4903.6 4906.7 10 4914.3 462 4912.3 512 4910.3 587 4908.3 697 4906.3 955 4904.3 1000.0 4903.8 1047.6 4905.7 1056.7 4902.4 1069.0 4895.2 1099.8 GR 4893.6 1100.5 4893.6 1132.5 4895.1 1134.5 4899.4 1156.9 4902.0 1196.3 4904.3 1212 4904.3 1517 4906.3 1595 4908.3 1725 4910.3 1775 4912.3 1823 4914.3 1864 ' Page 6 [1 FOSSIL CREEK, 500-YEAR ' 17JUL97 11:06:43 f�fffiflfffff if fffffffftilittliffftt HEC-2 WATER SURFACE PROFILES �rsion 4.6.2; May 1991 fiififtiffififffffiil ltififfffffff PAGE 70 THIS RUN EXECUTED 17JUL97 11:07:07 �E- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST FOSSIL CREEK -- 100 CFS iMARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10*KS VCH AREA .01K 2.000 .00 .00 .00 4876.30 100.00 4878.20 4878.20 4878.78 153.66 6.09 16.41 8.07 • 2.000 .00 .00 .00 4876.30 200.00 4878.88 4878.88 4879.77 144.57 7.56 26.47 16.63 2.000 .00 .00 .00 4876.30 4170.00 4896.75 .00 4896.75 .08 .81 11300.43 15017.55 2.000 .00 .00 .00 4876.30 690.00 4883.61 .00 4883.86 11.53 4.53 219.95 203.20 2.000 .00 .00 .00 4876.30 1230.00 4892.57 .00 4892.57 .07 .63 4789.98 4812.62 2.000 .00 .00 .00 4876.30 1680.00 4895.00 .00 4895.00 .03 .46 8362.07 9955.25 2.000 .00 .00 .00 4876.30 2980.00 4895.60 .00 4895.60 .07 .72 9308.50 11549.42 2.000 .00 .00 .00 4876.30 3600.00 4896.20 .00 4896.20 .07 .78 10332.85 13286.80 3.000 230.00 .00 .00 4876.30 100.00 4879.58 .00 4879.73 17.62 3.02 33.13 23.82 • 3.000 230.00 .00 .00 4876.30 200.00 4880.63 .00 4880.88 21.97 4.02 49.81 42.67 '3.000 3.000 230.00 230.00 .00 .00 .00 .00 41176.30 4876.30 4170.00 690.00 4896,75 4883.78 .00 .00 4896,76 4884.25 .07 19.75 .76 5.76 10939.22 142.54 15613.44 155.27 3.000 230.00 .00 .00 4876.30 1230.00 4892.57 .00 4892.58 .07 .65 4403.36 4517.58 3.000 230.00 .00 .00 4876.30 1680.00 4895.00 .00 4895.00 .03 .45 7969.49 10035.04 3.000 230.00 .00 .00 4876.30 2980.00 4895.60 .00 4895.60 .06 .69 8955.88 11791.91 '3.000 230.00 .00 .00 4876.30 3600.00 4896.20 .00 4896.20 .07 .73 9980.86 13708.47 4.000 300.00 .00 .00 4877.10 100.00 4880.21 .00 4880.40 28.15 3.54 28.27 18.85 4.000 300.00 .00 .00 4877.10 200.00 4881.34 .00 4881.62 27.49 4.29 47.12 38.14 4.000 300.00 .00 .00 4877.11 4170.00 4896.75 .00 4896.76 .07 .69 10827.35 15780.64 * ' 4.000 300.00 .00 .00 4877.10 690.00 4884.47 .00 4884.58 6.59 3.22 303.13 268.82 4.000 300.00 .00 .00 4877.10 1230.00 4892.57 .00 4892.58 .06 .54 4387.19 4919.73 4.000 300.00 .00 .00 4877.10 1680.00 4895.00 .00 4895.00 .03 .40 7877.53 10274.85 4.000 300.00 .00 .00 4877.10 2980.00 4895.60 .00 4895.60 .06 .62 8866.38 12010.52 ' 4.000 300.00 .00 .00 4877.10 3600.00 4896.20 .00 4896.21 .07 .66 9875.44 13902.63 ' Page 95 FOSSIL CREEK, 500-YEAR ' 17JUL97 11:06:43 PAGE 71 SECNO XLCN ELTRD ELLC ELHIN D CIISEL CRI11S EG 10'KS VCN AREA 5.000 185.00 .00 .00 4878.00 100.00 4880.64 .00 4880.75 12.86 2.61 38.33 .01K 27.88 5.000 185.00 .00 .00 4878.00 200.00 4881.82 .00 4881.99 14.37 3.36 59.45 52.77 5.000 185.00 .00 .00 4878.00 4170.00 4896.75 .00 4896.76 .11 .82 9076.43 12852.58 5.000 185.00 .00 .00 4878.00 690.00 4884.56 .00 4884.73 9.78 3.88 247.59 220.61 5.000 185.00 .00 .00 4878.00 1230.00 4892.58 .00 4892.58 .11 .70 3466.13 3744.37 5.000 185.00 .00 .00 4878.00 1680.00 4895.00 .00 4895.00 .04 .48 6620.70 8246.79 5.000 185.00 .00 .00 4878.00 2980.00 4895.60 .00 4895.60 .09 .74 7451.56 9707.02 ' 5.000 6.000 185.00 360.00 .00 .00 .00 .00 4878.00 4878.30 3600.00 100.00 4896,20 4881.16 .00 .00 4896.21 4881.28 .10 16.83 .79 2.80 8294.19 35.69 11290.62 24.38 6.000 360.00 .00 .00 4878.30 200.00 4882.35 .00 4882.53 15.39 3.35 59.85 50.98 6.000 360.00 .00 .00 4878.30 4170.00 4896.76 .00 4896.76 .21 1.32 6406.24 9110.94 6.000 360.00 .00 .00 4878.30 690.00 4884.86 .00 4885.21 14.92 5.04 169.98 178.64 ' 6.000 360.00 .00 .00 4878.30 1230.00 4892.58 .00 4892.58 .19 1.03 2568.40 2848.63 6.000 360.00 .00 .00 4878.30 1680.00 4895.00 .00 4895.00 .08 .76 4691.69 5940.05 6.000 360.00 .00 .00 4878.30 2980.00 4895.60 .00 4895.61 .18 1.18 5269.81 6943.74 ' 6.000 360.00 .00 .00 4878.30 3600.00 4896.20 .00 4896.21 .20 1.26 5857.92 8034.02 7.000 265.00 .00 .00 4878.60 100.00 4881.56 .00 4881.67 12.70 2.65 37.75 28.06 7.000 265.00 .00 .00 4878.60 200.00 '.4882.74 .00 4882.93 14.56 3.42 58.56 52.42 7.000 265.00 .00 .00 4878.60 4170.00 4896.76 .00 4896.77 .38 1.66 5111.03 7.000 265.00 .00 .00 4878.60 690.00 4885.24 .00 4885.72 21.40 5.78 143.57 .6747.40 149.14 7.000 265.00 .00 .00 4878.60 1230.00 4892.58 .00 4892.59 .48 1.54 1594.76 1773.31 7.000 265.00 .00 .00 4878.60 1680.00 4895.00 .00 4895.01 .17 1.04 3421.74 4051.17 7.000 265.00 .00 .00 4878.60 2980.00 4895.61 .00 4895.62 .37 1.57 3982.83 4882.05 7.000 265.00 .00 .00 4878.60 3600.00 4896.21 .00 4896.22 .38 1.63 4562.95 5809.78 ' 8.000 285.00 .00 .00 4878.40 100.00 4881.88 .00 4881.97 8.93 2.37 42.11 33.47 8.000 285.00 .00 .00 4878.40 200.00 4883.15 .00 4883.30 11.47 3.11 64.23 59.05 8.000 285.00 .00 .00 4878.40 4170.00 4896.77 .00 4896.78 .44 1.43 4801.15 6251.28 8.000 285.00 .00 .00 4878.40 690.00 4885.87 .00 4886.33 22.60 5.48 125.93 145.13 ' 8.000 285.00 .00 .00 4878.40 1230.00 4892.59 .00 4892.60 .59 1.39 1486.29 1602.84 8.000 285.00 .00 .00 4878.40 1680.00 4895.01 .00 4895.01 .20 .90 3254.17 3743.31 8.000 285.00 .00 .00 4878.40 2980.00 4895.61 .00 4895.63 .43 1.35 3773.87 4522.65 ' 8.000 285.00 .00 .00 4878.40 3600.00 4896.22 .00 4896.23 .45 1.40 4303.36 5384.40 9.000 305.00 .00 .00 4879.10 100.00 4882.14 .00 4882.20 6.25 1.98 50.47 39.99 9.000 305.00 .00 .00 4879.10 200.00 4883.47 .00 4883.56 6.78 2.51 79.71 76.80 9.000 305.00 .00 .00 4879,11 4170,00 4896.77 .00 4896.80 2.25 3649,07 4545,00 9.000 305.00 .00 .00 4879.10 690.00 4886.53 .00 4886.75 .84 8.39 3.90 209.41 238.20 9.000 305.00 .00 .00 4879.10 1230.00 .4892.59 .00 4892.63 1.09 2.05 814.59 1177.98 9.000 305.00 .00 .00 4879.10 1680.00 4895.01 .00 4895.02 .43 1.47 2228.74 2568.77 • 9.000 305.00 .00 .00 4879.10 2980.00 4895.61 .00 4895.65 .89 2.19 2692.14 3159.85 ' 9.000 305.00 .00 .00 4879.10 3600.00 4896.22 .00 4896.25 .88 2.24 3180.67 3843.84 r Page 96 ' FOSSIL CREEK, 500-YEAR ' 17JUL97 11:06:43 PAGE 72 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10*KS VCH AREA 10.000 360.00 .00 .00 4879.60 100.00 4882.45 .00 4882.59 19.66 3.06 32.65 .01K 22.55 10.000 360.00 .00 .00 4879.60 200.00 4883.76 .00 4883.96 16.55 3.64 56.03 49.16 10.000 360.00 .00 .00 4879.60 4170.00 4896.78 .00 4896.85 1.65 3.39 2665.18 3245.90 360.00 .00 .00 4879.60 690.00 4886.81 .00 4887.16 13.90 5.17 162.70 185.04 '10.000 10.000 360.00 .00 .00 4879.60 1230.00 4892.60 .00 4892.70 2.05 3.09 608.42 858.78 10.000 360.00 .00 .00 4879.60 1680.00 4895.01 .00 4895.05 .86 2.26 1565.95 1812.66 10.000 360.00 .00 .00 4879.60 2980.00 4895.63 .00 4895.70 1.77 3.34 1922.69 2239.39 '10.000 11.000 360,00 495.00 .00 .00 .00 .00 4879.60 4880.30 3600,00 100.00 4896.23 4883.49 .00 .00 4896.30 4883.69 1.74 24.30 3.40 3.56 2297.24 28.11 2730.56 20.29 11.000 495.00 .00 .00 4880.30 200.00 4884.77 .00 4885.07 30.15 4.40 45.41 36.42 11.000 495.00 .00 .00 4880.30 4170.00 4896.85 .00 4896.87 .89 2.20 3312.66 4430.12 11.000 495.00 .00 .00 4880.30 690.00 4887.53 .00 4887.80 17.20 4.97 233.04 166.37 11.000 495.00 .00 .00 4880.30 1230.00 4892.72 .00 4892.74 .68 1.56 1160.18 1486.54 11.000 495.00 .00 .00 4880.30 1680.00 4895.05 .00 4895.06 .38 1.32 2011.36 2724.76 * 11.000 495.00 .00 .00 4880.30 2980.00 4895.70 .00 4895.73 .84 2.04 2440.05 3246.67 11,000 495.00 .00 .00 4880.30 3600.00 4896.30 .00 4896.33 .89 2.15 2883.93 3821.87 11.100 110.00 .00 .00 4882.10 100.00 4883.73 4883.73 4884.37 151.38 6.43 15.56 8.13 * 11.100 110.00 .00 .00 4882.10 200.00 4885.08 .00 4885.60 63.21 5.77 34.67 25.16 * 11.100 110.00 .00 .00 4882.10 4170.00 4896.78 .00 4896.93 3.87 4.92 1672.11 2119.92 11.100 110.00 .00 .00 4882.10 690.00 4887.22 4887.03 4888.41 62.77 9.10 88.27 87.09 11.100 110.00 .00 .00 4882.10 1230.00 4892.65 .00 4892.79 3.71 3.81 500.59 638.68 11.100 110.00 .00 .00 4882.10 1680.00 4895.02 .00 4895.09 1.77 3.04 963.09 1263.37 * 11.100 110.00 .00 .00 4882.10 2980.00 4895.63 .00 4895.79 3.92 4.68 1161.60 1505.89 11.100 110.00 .00 .00 4882.10 3600.00 4896.23 .00 4896.39 4.01 4.88 1410.06 1796.85 12.000 65.00 .00 .00 4880.40 100.00 4884.50 .00 4884.60 10.20 2.43 41.23 31.32 * 12.000 65.00 .00 .00 4880.40 200.00 4885.63 .00 4885.79 12.54 3.24 63.42 56.47 12.000 65.00 .00 .00 4880.40 4170.00 4896.81 .00 4896.94 3.50 4.51 1703.59 2228.31 12.000 65.00 .00 .00 4880.40 690.00 4888.33 .00 4888.64 13.23 4.88 179.32 189.67 1 12.000 65.00 .00 .00 4880.40 1230.00 4892.70 .00 4892.80 2.75 3.20 555.24 742.35 12.000 65.00 .00 .00 4880.40 1680.00 4895.03 .00 4895.10 1.50 2.71 1003.69 1370.58 12.000 65.00 .00 .00 4880.40 2980.00 4895.66 .00 4895.80 3.37 4.19 1208.18 1623.88 65.00 .00 .00 4880.40 3600.00 4896.26 .00 4896.40 3.54 4.42 1452.07 1914.02 '12.000 13.000 350.00 .00 .00 4882.40 100.00 4884.94 .00 4885.05 16.41 2.62 38.18 24.69 13.000 350.00 .00 .00 4882.40 200.00 4886.10 .00 4886.25 13.53 3.04 65.88 54.37 350.00 .00 .00 4882.40 4170.00 4896.92 .00 4897.02 2.10 3.58 1885.51 2879.83 13.000 350.00 .00 .00 4882.40 690.00 4888.80 .00 4888.97 7.80 3.66 250.97 247.06 '13.000 13.000 350.00 .00 .00 4882.40 1230.00 4892.81 .00 4892.86 1.44 2.32 779.34 1024.98 13.000 350.00 .00 .00 4882.40 1680.00 4895.09 .00 4895.13 .79 2.00 1324.80 1884.51 13.000 350.00 .00 .00 4882.40 2980.00 4895.79 .00 4895.87 1.79 3.12 1523.82 2229.87 13.000 350.00 .00 .00 4882.40 3600.00 4896.38 .00 4896.47 1.98 3.39 1705.86 2556.38 1 1 ' Page 97 ' FOSSIL CREEK, 500-YEAR ' 17JUL97 11:06:43 PAGE 73 SECNO XLCH ELTRD ELLC ELMIN 0 CNSEL CRINS EG 10'KS VCH AREA .01K 13.100 225.00 .00 .00 4882.70 100.00 4885.30 .00 4885.46 18.90 3.17 31.82 23.00 13.100 225.00 .00 .00 4882.70 200.00 4886.38 .00 4886.64 20.12 4.18 52.22 44.58 ' 13.100 225.00 .00 .00 4882.70 4170.00 4896.70 .00 4897.20 11.56 7.91 869.95 1226.59 13.100 225.00 .00 .00 4882.70 690.00 4888.74 .00 4889.38 28.46 7.02 122.25 129.33 13.100 225.00 .00 .00 4882.70 1230.00 4892.71 .00 4892.98 7.58 5.11 342.17 446.77 13.100 225.00 .00 .00 4882.70 1680.00 4895.02 .00 4895.19 4.32 4.44 582.66 807.96 ' 13.100 225.00 .00 .00 4882.70 2980.00 4895.60 .00 4896.03 10.16 7.02 669.22 934.89 ` 13.100 225.00 .00 .00 4882.70 3600.00 4896.18 .00 4896.65 11.17 7.58 768.18 1077.02 14.000 85.00 .00 .00 4881.80 100.00 4885.49 .00 4885.56 7.16 2.12 47.21 37.38 14.000 85.00 .00 .00 4881.80 200.00 4886.64 .00 4886.77 9.24 2.88 69.47 65.81 14.000 85.00 .00 .00 4881.80 4170.00 4896.91 .00 4897.29 9.25 6.36 1075.82 1371.17 85.00 .00 .00 4881.80 690.00 4889.12 .00 4889.59 20.50 5.49 129.38 152.39 '14.000 14.000 85.00 .00 .00 4881.80 1230.00 4892.74 .00 4893.05 9.20 4.82 313.05 405.47 14.000 85.00 .00 .00 4881.80 1680.00 4895.05 .00 4895.23 4.68 4.05 618.08 776.78 14.000 85.00 .00 .00 4881.80 2980.00 4895.72 .00 4896.11 9.67 6.07 766.74 958.35 14,000 15.000 115.00 385.00 .00 .00 .00 .00 4881,80 4883.00 3600.00 100.00 4896.35 4885.82 .00 .00 4896.73 4885.90 9.63 10.77 6.28 2.24 923.00 44.65 1160.08 30.48 15.000 385.00 .00 .00 4883.00 200.00 4887.02 .00 4887.14 9.98 2.73 73.20 63.31 15.000 385.00 .00 .00 4883.00 4170.00 4897.23 .00 4897.49 5.30 5.21 1163.61 1811.70 15.000 385.00 .00 .00 4883.00 690.00 4889.89 .00 4890.11 9.41 3.96 214.35 224.92 15.000 385.00 .00 .00 4883.00 1230.00 4893.13 .00 4893.25 3.41 3.24 517.91 665.82 15.000 385.00 .00 .00 4883.00 1680;00 4895.24 .00 4895.33 2.12 2.94 803.21 1155.11 ' 15.000 385.00 .00 .00 4883.00 2980.00 4896.11 .00 4896.31 4.44 4.49 949.05 1414.30 15.000 385.00 .00 .00 4883.00 3600.00 4896.71 .00 4896.94 4.95 4.90 1059.64 1617.63 16.000 335.00 .00 .00 4883.80 100.00 4886.39 .00 4886.67 60.52 4.22 23.72 12.85 ' 16.000 335.00 .00 .00 4883.80 200.00 4887.47 .00 4887.79 39.69 4.61 44.57 31.75 16.000 335.00 .00 .00 4883.80 4170.00 4897.49 .00. 4897.62 3.85 3.92 1738.75 2125.14 335.00 .00 .00 4883.80 690.00 4890.27 .00 4890.49 15.26 4.42 202.14 176.63 '16.000 16.000 335.00 .00 .00 4883.80 1230.00 4893.25 .00 4893.37 4.59 3.15 466.33 574.33 16.000 335.00 .00 .00 4883.80 1680.00 4895.32 .00 4895.40 2.39 2.69 857.04 1085.88 16.000 335.00 .00 .00 4883.80 2980.00 4896.29 .00 4896.43 4.16 3.78 1146.58 1461.79 16.000 335.00 .00 .00 4883.80 3600.00 4896.93 .00 4897.07 4.10 3.91 1412.66 1777.54 17.000 405.00 .00 .00 4883.70 100.00 4887.01 .00 4887.05 3.37 1.53 65.53 54.44 * 17.000 405.00 .00 .00 4883.70 200.00 4888.18 .00 4888.25 4.80 2.14 93.52 91.28 17.000 405.00 .00 .00 4883.70 4170.00 4897.60 .00 4897.70 3.16 3.41 1840.69 2344.68 17.000 405.00 .00 .00 4883.70 690.00 4890.69 .00 4890.89 9.11 3.83 230.06 228.56 17.000 405.00 .00 .00 4883.70 1230.00 4893.38 .00 4893.48 3.45 2.89 559.75 662.01 17.000 405.00 .00 .00 4883.70 1680.00 4895.39 .00 4895.45 2.01 2.47 917.51 1184.58 17.000 405.00 .00 .00 4883.70 2980.00 4896.42 .00 4896.52 3.42 3.38 1284.35 1610.25 ' 17.000 405.00 .00 .00 4883.70' 3600.00 4897.06 .00 4897.16 3.34 3.43 1567.28 1968.43 1 1 ' Page 98 ' FOSSIL CREEK, 500-YEAR '17JUL97 11:06:43 PAGE 74 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10*KS VCH AREA .01K 17.100 245.00 .00 .00 4886.10 100.00 4887.16 4887.16 4887.70 185.05 5.87 17.02 7.35 17.100 245.00 .00 .00 4886.10 200.00 4888.13 .00 4888.72 98.38 6.16 32.48 20.16 • 17.100 245.00 .00 .00 4886.10 4170.00 4897.49 .00 4897.89 13.08 6.46 874.06 1152.85 *' 17.100 245.00 .00 .00 4886.10 690.00 4890.60 4890.60 4891.74 85.22 8.87 90.58 74.74 ' 17.100 245.00 .00 .00 4886.10 1230.00 4893.34 .00 4893.70 19.31 5.80 290.33 279.93 " 17.100 245.00 .00 .00 4886.10 1680.00 4895.38 .00 4895.55 7.55 4.28 544.70 611.37 * 17.100 245.00 .00 .00 4886.10 2980.00 4896.37 .00 4896.70 12.61 5.91 690.93 839.08 * 17.100 245.00 .00 .00 4886.10 3600.00 4896.97 .00 4897.34 12.93 6.22 787.34 1001.20 18.000 175.00 .00 .00 4885.10 100.00 4888.28 .00 4888.37 14.83 2.48 40.36 25.96 * 18.000 175.00 .00 .00 4885.10 200.00 4889.18 .00 4889.35 16.79 3.27 61.23 48.80 ' 18.000 175.00 .00 .00 4885.10 4170.00 4897.31 .00 4898.38 30.00 9.39 553.97 761.36 18.000 175.00 .00 .00 4885.10 690.00 4892.01 .00 4892.34 15.28 4.74 161.45 176.53 18.000 175.00 .00 .00 4885.10 1230.00 4893.55 .00 4894.03 17.94 5.91 236.25 290.42 18.000 175.00 .00 .00 4885.10 1680.00 4895.37 .00 4895.78 13.14 5.57 348.74 463.45 * 18.000 175.00 .00 .00 4885.10 2980.00 4896.26 .00 4897.13 26.15 8.29 434.03 582.73 ' 18,000 175.00 .00 .00 41185.10 3600.00 41196.82 .00 4897,81 28.54 8.93 497.01 673.88 19.000 452.00 .00 .00 4887.20 100.00 4889.36 .00 4889.66 64.25 4.35 23.00 12.48. " 19.000 452.00 .00 .00 4887.20 200.00 4890.27 .00 4890.68 55.02 5.18 38.64 26.96 19.000 452.00 .00 .00 4887.20 4170.00 4898.45 .00 4899.74 36.95 10.39 497.47 686.04 *, 19.000 452.00 .00 .00 4887.20 690.00 4892.81 .00 4893.55 46.78 7.08 104.88 100.88 ' 19.000 452.00 .00 .00 4887.20 1230.00 4894.41 .00 4895.23 39.94 7.79 187.45 194.64 19.000 452.00 .00 .00 4887.20 1680.00 4895.94 .00 4896.57 25.34 7.04 288.95 333.71 19.000 452.00 .00 .00 4887.20 2980.00 4897.35 .00 4898.37 34.40 9.12 395.73 508.11 ' " 19.000 20.000 452.00 395.00 .00 .00 .00 .00 4887.20 4888.20 3600.00 100.00 4897.95 4890.89 .00 .00 4899.12 4891.01 35.84 20.93 9.82 2.87 448.74 34.87 601.36 21.86 * 20.000 395.00 .00 .00 4888.20 200.00 4891.82 .00 4892.03 22.66 3.72 58.26 42.02 20.000 395.00 .00 .00 4888.20 4170.00 4900.05 .00 4900.90 24.62 8.46 590.61 840.44 * 20.000 395.00 .00 .00 4888.20 690.00 4894.37 .00 4894.64 17.37 4.68 181.13 165.55 * , 20.000 395.00 .00 .00 4888.20 1230.00 4895.90 .00 4896.26 17.75 5.40 271.79 291.93 20.000 395.00 .00 .00 4888.20 1680.00 4896.98 .00 4897.38 17.55 5.78 340.23 400.99 20.000 395.00 .00 .00 4888.20 2980.00 4898.77 .00 4899.44 22.44 7.41 468.82 629.09 '20.000 395.00 .00 .00 4888.20 3600.00 4899.46 .00 4900.25 23.83 8.02 529.07 737.53 21.000 327.00 .00 .00 4888.90 100.00 4891.55 .00 4891.67 19.42 2.82 35.61 22.69 21.000 327.00 .00 .00 4888.90 200.00 4892.54 .00 4892.75 21.40 3.66 56.77 43.23 21.000 327.00 .00 .00 4888.90 4170.00 4900.82 .00 4901.57 21.61 8.75 697.91 897.13 21.000 327.00 .00 .00 4888.90 690.00 4894.90 .00 4895.42 30.10 6.00 126.40 125.77 21.000 327.00 .00 .00 4888.90 1230.00 4896.37 .00 4897.04 30.16 7.20 207.95 223.98 21.000 327.00 .00 .00 4888.90 1680.00 4897.41 .00 4898.12 27.28 7.60 283.28 321.67 21.000 327.00 .00 .00 4888.90 2980.00 4899.38 .00 4900.16 25.17 8.57 494.24 594.03 ' 21.000 327.00 .00 .00 4888.90 3600.00 4900.16 .00 4900.92 23.36 8.72 601.48 744.78 1 Page 99 FOSSIL CREEK, 500-YEAR ,17JUL97 11:06:43 PAGE 75 SECNO XLCH ELTRD ELLC ELMIN G CWSEL CRIWS EG 10*KS VCH AREA .01K '22.000 530.00 .00 .00 4889.40 100.00 4892.41 .00 4892.50 12.77 2.40 41.61 27.98 22.000 530.00 .00 .00 4889.40 200.00 4893.54 .00 4893.68 14.82 3.09 64.71 51.95 22.000 530.00 .00 .00 4889.40 4170.00 4901.77 .00 4902.46 21.52 7.70 654.56 898.91 22.000 530.00 .00 .00 4889.40 690.00 4896.19 .00 4896.45 14.88 4.45 185.37 178.89 22.000 530.00 .00 .00 4889.40 1230.00 4897.72 .00 4898.06 15.63 5.22 286.45 311.15 22.000 530.00 .00 .00 4889.40 1680.00 4898.69 .00 4899.08 16.07 5.66 359.92 419.03 22.000 530.00 .00 .00 4889.40 2980.00 4900.55 .00 4901.11 19.17 6.87 520.52 680.68 22.000 530.00 .00 .00 4889.40 3600.00 4901.22 .00 4901.85 20.53 7.34 590.58 794.53 23.000 397.00 .00 .00 4892.10 100.00 4893.38 4893.36 4893.91 187.17 5.83 17.17 7.31 23.000 397.00 .00 .00 4892.10 200.00 4894.46 .00 4894.94 80.88 5.56 35.99 22.24 * 23.000 397.00 .00 .00 4892.10 4170.00 4901.64 4901.64 4904.44 79.14 15.08 352.09 468.75 23.000 397.00 .00 .00 4892.10 690.00 4896.75 .00 4897.59 59.69 7.54 101.05 89.31 23.000 397.00 .00 .00 4892.10 1230.00 4898.07 .00 4899.24 59.50 9.19 156.49 159.46 23.000 397.00 .00 .00 4892.10 1680.00 4898.87 .00 4900.32 62.44 10.37 194.36 212.61 * 23.000 397.00 .00 .00 4892.10 2980.00 4900.35 4900.33 4902.71 79.26 13.57 273.98 334.72 * 23.000 397.00 .00 .00 4892.10 3600.00 4901.04 4901.04 4903.65 79.91 14.44 314.22 402.71 *' 23.100 55.00 .00 .00 4893.10 103.00 4894.29 .00 4894.39 32.95 2.60 39.65 17.94 ' 23.100 55.00 .00 .00 4893.10 206.00 4895.11 .00 4895.25 22.07 2.95 69.87 43.85 ' 23.100 55.00 .00 .00 4893.10 4170.00 4904.02 .00 4905.12 19.62 8.75 539.28 941.40 23.100 55.00 .00 .00 4893.10 710.00 4897.65 .00 4897.91 14.88 4.11 175.22 184.09 * 23.100 55.00 .00 .00 4893.10 1180.00 4899.26 .00 4899.62 13.43 4.85 252.90 321.95 * 23.100 55.00 .00 .00 4893.10 1570.00 4900.32 .00 4900.76 13.27 5.39 308.16 430.92 ' 23.100 55.00 .00 .00 4893.10 2710.00 4902.72 .00 4903.37 13.47 6.64 449.77 738.43 * 23.100 55.00 .00 .00 4893.10 3210.00 4903.65 .00 4904.37 13.28 7.03 512.79 880.81 ' 23.200 90.00 4906.70 4903.60 4893.60 103.00 4894.64 .00 4894.78 51.44 3.01 34.24 14.36 23.200 90.00 4906.70 4903.60 4893.60 206.00 4895.34 .00 4895.54 36.18 3.52 58.77 34.25 * 23.200 90.00 4906.70 4903.60 4893.60 4170.00 ,�1 4907.05-YSoo 00 4907.13 2.02 3.30 2561.16 2935.92 90.00 4906.70 4903.60 4893.60 710.00 4897.73 .00 4898.04 19.19 4.61 173.47 162.06 '23.200 23.200 90.00 4906.70 4903.60 4893.60 1180.00 4899.46 .00 4899.78 13.71 4.93 289.55 318.74 23.200 90.00 4906.70 4903.60 4893.60 1570.00 4900.72 .00 4901.03 10.70 4.96 401.03 480.01 * 23.200 90.00 4906.70 4903.60 4893.60 2710.00 4903.92 .00 4904.16 5.71 4.66 807.69 1133.79 * 90.00 4906.70 4903,60 4893,60 3210.00 4906.19 .00 4906.27 2.07 3.20 1912.80 2229,57 '23.200 24.000 30.00 .00 .00 4893.20 109.00 4894.73 .00 4894.95 47.32 3.79 28.87 15.84 24.000 30.00 .00 .00 4893.20 217.00 4895.35 .00 4895.71 48.60 4.94 48.23 31.13 24.000 30.00 .00 .00 4893.20 4170.00 4907.07 .00 4907.14 1.80 3.47 2569..83 3110.80 24.000 30.00 .00 .00 4893.20 750.00 4897.71 .00 4898.15 24.22 5.91 161.37 152.40 24.000 30.00 .00 .00 4893.20 1210.00 4899.46 .00 4899.84 15.07 5.84 279.01 311.73 24.000 30.00 .00 .00 4893.20 1570.00 4900.74 .00 4901.07 10.67 5.59 393.21 480.60 24.000 30.00 .00 .00 4893.20 2710.00 4903.94 .00 4904.18 5.42 5.06 801.64 1164.26 24.000 30.00 .00 .00 4893.20 3210,00 4906.20 00 4906,28 1.88 3.39 1956,47 2343.45 [1 1 1 1 ' Page 100 1�flffffffiflfff*fl1f11f*liff!!!tlff#ff##t# - #1*ffflff*ffffifflffiflf*!f*lffflflfflt * HEC-2 WATER SURFACE PROFILES ' ' U.S. ARMY CORPS OF ENGINEERS ' * ' HYDROLOGIC ENGINEERING CENTER ' Version 4.6.2; May 1991 ' ' 609 SECOND STREET, SUITE D ' DAVIS, CALIFORNIA 95616-4687 ' ' RUN DATE 17JUL97 TIME 14:37:10 ' ' (916) 756-1104 ' !►ffff#!###tlt4#fief!lfff llfiff llfttftlfffff ttlfffff!*t**ltffffftflff*1f#11f11flf#f A9 ss -7-10t3, Ab4r X x xxxxxxx xxxxx xxxxx w x x X X X x X ' x x x x x TO xxxxxxx xxxx x xxxxx xxxxx x x x x X x X X x x x WM x x xxxxxxx xxxxx xxxxxxx 1 17JUL97 14:37:10 PAGE 1 THIS RUN EXECUTED 17JUL97 14:37:10 fkf!!f llfff!!f!#fflffflR!!!f!!##ff#!f �C-2 WATER SURFACE PROFILES rsion 4.6.2; May 1991 ff#f!!#lfff#!!#!##ltfffff!#!!#!#wf##! THIS IS AN ARCHIVAL RUN ALL DATA AND RESULTS ARE SAVED ON UNIT 96 FOSSIL CREEK STABILITY STUDY, PROJECT # CO-HHD-01 LIDSTONE 8 ANDERSON, INC, 5/25/95, FILE: FOSS-TOB.DAT T3 FOSSIL CREEK, LOW FLOW 0 = 100 CFS STARTING WATER SURFACE ELEVATION FROM FOSSIL CREEK STABILITY STUDY ' 9/18/92 DEVELOPED CONDITIONS HEC-2 DECK (LA PROJECT COPPD01) DEFINE TOPS OF BANK AT TOP OF MAJOR CHANNEL INCREASE N(CHANNEL) FROM 0.035 TO 0.037 TO ACCOUNT FOR VEGETATION ICHECK INC NINV IDIR STRT METRIC HVINS 0 WSEL FO 0 2 0 0 0 0 0 0 4894.64 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 1 0 -1 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 53 54 150 ' LOW LOW 500-YR 2-YR- 5-YR 10-YR 50-YR 100-YR OT 8 100 200"""�k 4170 750 1210 1570 2710 3210 0.040 0.040 0.037 0.1 0.3 1 21 598.14 651.17 0 0 0 4907 492 4905.91 500.00 4902.95 557.19 4903.43 568.12 4901.30 579.54 GR 4900.0 598.14 4895.62 608.78 4895.53 614.14 4893.70 615.57 4893.81 616.20 4893.3 623.78 4893.66 634.12 4895.41 635.95 4895.72 642.97 4899.74 651.17 4904.9 669.70 4905.04 677.11 4903.45 682.62 4904.74 698.95 4906.15 758.10 4907 790 2 26 525.91 574.60 180 200 196 4907 427 4906 432 4905 438 4904 445 4903 450 4902 465 4901.8 480 4902.24 500.00 4903.51 525.91 4898.07 537.41 GR 4897.4 548.37 4894.90 551.25 4893.45 551.37 4893.83 551.78 4892.10 553.20 1 Page 1 4891.8 560.70 4893.08 562.41 4893.89 565.85 4897.56 GR 4903.9 609.65 4905 621 4906 637 4907 4909 730 17JUL97 14:37:10 3 19 533.64 587.17 310 380 444 GR 4909.5 403 4909 468 4908 482 4906.00 4897.6 548.14 4894.62 549.47 4894.26 554.95 4893.05 4898.1 566.83 4898.99 573.21 4904.11 587.17 4907.26 4910 652 4911 670 4912 705 4913 4 18 529.79 614.89 445 402 560 4911 473 4912 496 4910.46 500.00 4908.70 4899.3 544.11 4895.49 545.44 4895.79 545.50 4894.95 GR 4898.8 558.31 4900.72 606.62 4905.16 614.89 4908.10 1 4911 687 4912 755 4913 827 xi 5 29 524.18 562.10 375 250 512 4914 338 4913 356 4912 375 4911 4909 432 4908 448 4907 460 4906 4904 472 4903 479 4902.15 500.00 4902.28 G 4898.2 531.36 4897.82 536.05 4896.90 538.18 4895.21 GR 4902.0 551.63 4906.40 562.10 4906.77 594.05 4908 4910 640 4911 660 4912 690 4913 LOW LOW 500-YR 2-YR 5-YR 10-YR 50-YR 100-YR 8 75 149 3170 560 910 1180 6 22 553.48 569.94 160 260 235 GR 4915 276 4914 340 4913 390 4912 GR 4910 470 4908.69 500.00 4907.62 519.34 4903.30 4897.4 557.30 4897.76 558.01 4896.58 559.92 4897.50 4907.2 569.94 4907.87 599.48 4909 619 4910 4912 662 4913 683 6.1 23 535.0 583.0 370 220 347 4916 325 4915 363 4914 403 4913 GR 4911 474 4910 513 4909 535 4908 GR 4906 543 4905 545 4902 552.8 4900 4897.9 565 4900 568 4962 570.4 4905 4913 583 4914 589 4915 725 7 22 531.18 588.12 306 160 330 4916 347 4915 410 4914 441 4913 4910.8 500.00 4909.55 531.18 4903.38 546.84 4900.72 GR 4899.7 550.63 4899.20 556.97 4900.34 557.03 4902.47 4905.1 573.94 4909.49 588.12 4913.20 617.35 4915 4917 739 4918 763 TGR 17JUL97 14:37:10 X1 8 20 529.33 577.03 340 320 343 4917 337 4916 490 4915.16 500.00 4914.07 4904.9 548.61 4903.05 550.85 4900.76 552.61 4900.83 4900.7 561.01 4903.53 562.66 4906.58 571.33 4910.18 4914 617 4915 623 4916 637 4917 9 25 569.07 590.89 283 350 447 4918 428 4917 447 4916 463 4915 GR 4912.2 528.15 4909.02 541.27 4905.91 569.07 4904.02 4902.9 573.92 4902.50 574.96 4902.78 578.13 4904.94 4917.8 590.89 4920.91 601.42 4921.04 612.00 4922.14 4920.7 619.20 4920.91 620.53 4922.92 623.21 4925 ' Page 2 567.67 4900.21 574.60 652 4908 693 PAGE 2 500.00 4902.79 533.64 559.36 4893.67 566.42 612.51 4909 635 762 529.79 4905.33 538.14 549.22 4895.49 555.34 642.85 4910 665 390 4910 408 467 4905 468 524.18 4900.07 524.46 540.23 4896.51 548.18 610 4909 623 767 2020 2410 418 4911 429 532.37 4901.20 553.48 563.10 4900.66 564.81 633 4911 646 429 4912 452 538 4907 539 558 4897.9 559 574 4910 580 462 4912 478 549.80 4899.30 550.53 559.10 4904.10 562.75 658 4916 699 PAGE 3 529.33 4905.72 544.77 554.51 4900.38 557.98 577.03 4912.96 606.99 662 4918 727 475 4912.88 500.00 572.26 4902.65 573.63 579.19 4913.60 589.94 615.10 4922.09 617.48 627 4930 640 9.1 22 625.0 672.0 190 210 310 GR 4919 50 4918 265 4918.2 555 4918 4910 630 4906.5 631.4 4905 632 4903.0 4905 646 4906.5 653.8 4910 672 4911 4913 719 4914 725 4915 806 4916 GR 4918 864 4919 870 18" SANITARY SEWER PIPELINE CROSSING 20 FT D/S FROM SURVEYED SECTION 10 ELEVATION OF LOW AND HIGH CHORD FROM AS -BUILT PLANS (1980) x1 9.2 24 532.55 594.97 320 130 305 4915.7 4917.2 4921 4W 4920 485 4918.84 500.00 4915.13 4912.1 540.71 4908.00 561.32 4905.81 563.39 4904.42 GR 4903.4 567.37 4903.55 569.94 4905.32 570.76 4904.92 4910.5 582.44 4914.94 594.97 4918.54 625.30 4920 4922 664 4923 678 4924 701 4925 x1 10 24 532.55 594.97 20 20 20 4921 448 4920 485 4918.84 500.00 4915.13 4912.1 540.71 4908.00 561.32 4905.81 563.39 4904.42 4903.4 567.37 4903.55 569.94 4905.32 570.76 4904.92 GR 4910.5 582.44 4914.94 594.97 4918.54 625.30 4920 1 4922 664 4923 678 4924 701 4925 x1 10.1 21 959 1018 140 365 400 GR 4920 518 4921 587 4921 650 4920 4918 800 4917 818 4916 836 4915 4913 963 4912 980 4911 987 4910 4904.8 1002 4904.8 1008 4910 1012 4915 GR 4925 1018 1 17JUL97 14:37:10 11 23 531.38 583.61 330 320 523 4921 450 4920.06 500.00 4920.69 512.21 4920.02 GR 4920.7 515.77 4920.56 531.38 4916.67 540.37 4914.28 4910.6 560.88 4908.64 564.20 4906.99 564.95 4906.89 4909.4 573.66 4917.29 583.61 4916.61 616.70 4917 4918 890 4919 907 4920 916 12 21 532.15 590.71 315 170 501 4922 392 4921 450 4920 468 4918.35 4912.7 540.49 4911.76 544.32 4907.57 550.15 4907.80 GR 4907.6 555.34 4907.59 558.20 4910.39 560.63 4912.37 4918.1 590.71 4919.52 621.07 4922 672 4923 4925 769 1 12.1 17 516 565 100 475 370 4922 270 4921 430 4920 500 4919 4915 522 4913 528 4910 538 4908.3 4910 551 4913 553 4915 555 4920 GR 4922 653 4923 680 1 12.2 14 525 578 180 130 300 GR 4922 500 4921 503 4920 525 4915 4911 541 4909.0 543 4909.0 552 4911 4915 568 4920 578 4921 707 4922 625 4915 634 4903.0 713 4912 833 4917 525.91 4914.49 563.59 4904.83 572.96 4909.24 639 4921 722 525.91 4914.49 563.59 4904.83 572.96 4909.24 639 4921 722 752 4919 872 4914 990 4909 1013 4920 513.52 4919.96 546.92 4911.30 566.82 4906.71 734 4917 500.00 4917.60 551.01 4907.33 560.81 4913.20 700 4924 514 4918 541 4908.3 565 4921 536 4913 555 4913 725 x1 13 23 530.49 573.27 340 80 308 4924 383 4923 416 4922 463 4920.87 500.00 4920.43 4916.2 541.53 4914.74 551.02 4912.38 555.66 4910.83 556.27 4910.73 4910.5 558.49 4909.78 560.27 4909.84 561.68 4911.35 563.80 4913.26 GR 4917.2 568.99 4920.44 569.91 4921.93 573.27 4922.70 604.09 4924 4925 787 4926 935 4927 980 13.1 15 567 603 130 278 392 GR 4924 445 4923 477 4922 567 4921 569 4920 1 Page 3 628 642 716 850 532.55 564.73 575.49 653 532.55 564.73 575.49 653 787 959 998 1015 PAGE 4 514.57 553.04 572.90 840 532.15 552.01 M.39 738 516 548 630 538 561 530.49 557.84 565.24 638 570 4915 581 4911.3 583 4911.3 592 4915 GR 4921 601 4922 602 4923 603 4924 0.1 0.3 0.045 0.045 0.037 13.2 15 505 550 280 330 500 4926 240 4925 295 4925 505 4920 4913.2 522 4913.2 528 4915 532 4920 4922 550 4923 567 4924 590 4925 1 ' 17JUL97 14:37:10 14 15 500.00 590.42 430 15 328 4927.3 370 4926 390 4924.09 500.00 4921.07 4915.3 538.07 4914.4 541.20 4914.82 541.57 4914.94 GR 4919.4 549.89 4923.6 590.42 4925 777 4926 1 14.1 19 500.0 598.5 145 55 202 GR 4929.9 240 4926 260 4925.51 500 4923.23 4920.1 544.6 4916.90 546.3 4915.44 548.5 4915.43 4921.6 560.7 4923.20 575.5 4925.75 598.5 4926.05 4928 822 4928 984 4929 1012 4930 14.2 17 621 750 160 200 460 . 4930 70 4926 83 4926 621 4925 4923 668 4920 673 4916.6 679 4916.6 GR 4922 700 4923 707 4924 715 4925 1 4927 750 4928 857 X1 15 21 524.39 577.34 90 320 292 4928 31 4926.8 90 4927.8 340 4926.97 4922.6 553.19 4921.39 564.12 4919.62 564.89 4918.70 4917.4 568.88 4917.7 569.32 4917.47 572.93 4919.15 GGR R 4922.2 577.34 4924.61 591.32 4929.64 631.03 4930 GR 4934 727 15.1 20 500.0 589.7 70 250 418 GR 4931.8 209 4930 223 4928 232 4928.05 GR 4924.7 548.0 4923.17 558.2 4921.55 559.5 4920.57 4918.4 567.9 4920.60 569.4 4922.30 572.2 4924.26 4927.1 589.7 4927.47 600 4928 852 4930 15.2 19 517.0 600.0 250 95 218 4932 407 4930 420 4928 426 4928.70 4926.0 521.5 4923.70 527.0 4922.07 532.5 4919.75 GR 4921.8 545.2 4923.10 551.5 4925.25 558.0 4926.15 4927.6 735 4928 945 4930 1040 4932 D/S FACE OF BIKE TRAIL CROSSING 16 27 500.00 586.75 255 85 220 4932 390 4930 400 4930 490 4929.94 4922.5 532.90 4922.02 534.54 4923.32 535.64 4923.00 GR 4921.1 541.1 4920.8 542.24 4921.16 542.52 4921.14 4920.9 549.36 4920.72 550.02 4921.23 550.73 4921.43 4925.1 563.22 4927.76 586.75 4928.7 609.88 4928 4932 1017 4934 1040 U/S FACE OF BIKE TRAIL CROSSING 1 ' 17JUL97 14:37:10 RC CARDS DEFINE OISCHARGE-WATER SURFACE ELEVATION ACROSS BIKE TRAIL CROSSING BASED ON HY8 ANALYSIS (FOSS-16.*).OF SURVEYED CROSSING X 16.1 24 500.00 601.86 13 8 14 RC 12 0 4921.47 241 4926.49 482 4927.46 1 Page 4 595 4920 601 613 4925 - 636 517 4915 520 536 4921 547 820 4926 840 PAGE 5 528.41 4918.24 536.46 544.84 4917.80 546.69 803 4927 840 519.7 4921.55 536.4 556.1 4920.34 557.3 615 4927 717 1033 642 4924 660 687 4920 692 728 4926 741 500.00 4926.37 524.39 566.77 4917.41 567.06 573.68 4919.68 576.18 632 4932 690 500 4924.62 535.6 561.9 4919.00 562.9 573.0 4925.50 581.9 925 4932 960 500 4927.34 517.0 533.6 4919.69 541.5 566.0 4928.40 600 1080 500.00 4926.21 526.27 539.14 4921.41 539.95 546.01 4921.49 546.41 561.04 4921.91 562.32 835 4930 980 PAGE 6 723 4928.07 964 4928.4 1205 4928.65 1446 4928.84 1687 4929.07 1928 4929.34 2169 RC 4929.6 2410 4929.79 2411 4929.79 GR 4932 380 4930 400 4930 485 4929.86 500.00 4925.33 533.03 4924.7 534.50 4923.2 538.21 4921.70 538.97 4921.92 540.45 4921.47 541.82 4921.5 542.51 4921.3 545.67 4921.38 548.13 4921.47 549.99 4921.71 551.37 4921.7 552.30 4925.25 559.23 4927.9 592.24 4928.52 601.86 4928.43 611.09 GR 4928 810 4930 965 4932 1000 4934 1023 0.1 0.3 ENCROACHMENT ON RIGNT BANK FOR ENERGY BALANCE 16.2 21 515.0 583.0 220 215 258 597 4934 222 4932 233 4930.7 280 4932 430 4932 440 GR 4929.7 500 4928.62 515.0 4926.93 523.5 4923.67 534.4 4922.86 537.2 4922.1 539.6 4922.84 543.8 4923.09 547.1 4923.67 549.0 4924.28 557.2 4927.1 567.3 4929.42 583.0 4929.79 597.0 4930 700 4932 785 4934 805 17 20 622.13 675.55 288 180 352 4934 52 4932 70 4931.4 133 4932 213 4933.1 370 GR 4932 562 4931.14 600.00 4930.42 622.13 4926.30 636.75 4926.24 643.07 GR 4925.1 646.45 4923.90 647.32 4923.80 649.95 4924.06 650.08 4923.99 653.61 4926.9 656.14 4927.17 661.08 4932.94 675.55 4935.57 695.19 4938 708 LOW LOW 500-YR 2-YR 5-YR 10-YR 50-YR 100-YR 8 72 144 2730 540 870 1110 1830 2150 18.0 19 624.51 658.00 53 175 147 GR 4934 38 4932 54 4931.5 118 4932 190 4933.5 390 GR 4931.7 600.00 4931.57 602.72 4930.63 621.77 4930.49 624.51 4926.57 637.75 4924.4 639.69 4925.07 641.13 4924.4 649.25 4926.50 651.27 4927.64 653.81 4931.0 658.0 4932.13 659.42 4940.23 669.54 4940.52 683.18 0.3 18.1 0 0 0 10 BT -12 38 4934 4934 190 4932 4932 602.72 4931.57 4931.57 659.42 4932.13 4932.13 1 ' 17JUL97 14:37:10 18.5 0 x1 18.2 21 513.82 550.84 10 -16 138 4936 4936 219 4931.7 4931.7 BT 510.68 4932.84 4932.84 545.88 4931.58 4930.56 583.35 4933.13 4933.13 880 4938 4938 R 4936 138 4934 150 GR 4933.8 500.00 4932.84 510.68 4926.0 527.55 4926.2 527.88 4931.5 548.95 4932.0 550.84 4938 880 18.6 0 x1 18.3 19 518.7 564.0 4937.4 423 4936 429 4932.0 524.0 4929.86 530.3 4928.7 545.2 4930.81 555.6 GR 4934 695 4936 967 0.5 5 21 17 54 4932 4932 390 4933.5 4933.5 621.77 4931.76 4930.63 669.54 4940.23 4940.23 118 4931.5 4931.5 600.00 4931.7 4931.7 658.00 4932.12 4931.0 683.18 4940.52 4940.52 PAGE 7 5 5 5 1 115 220 305 150 4934 4934 163 4932 4932 272 4932 4932 500.00 4933.8 4933.8 513.82 4932.73 4932.55 516.73 4932.62 4931.42 548.95 4931.5 4931.5 550.84 4932.0 4932.0 840 4934 4934 870 4936 4936 4932 163 4931.7 219 4932 272 4932.55 513.82 4931.42 516.73 4927.67 526.36 4926.4 536.21 4928.35 538.39 4930.56 545.88 4933.13 583.35 4934 840 4936 870 5 5 5 1 330 110 304 4934 450 4933.59 500 4933.01 518.7 4928.97 534.3 4927.13 535.1 4927.46 542.5 4932.30 559.0 4933.42 564.0 4933.95 578.0 4936 1045 4938 1060 Page 5 1 19 10 -12 ST BT 4938 4930.4 GR 4930.9 4936 19.5 X2 X1 20 4942 4931.2 4931.6 1 ' 17JUL97 19 515.80 551.62 345 145 292 403 4938 4938 500.00 4936.24 4936.24 516.28 4934.81 4934.81 519.33 4934.79 4933.70 551.49 4934.6 4934.6 572.59 4934.91 4934.91 912 4936 4936 929 4938 4938 403 4936.24 500.00 4934.99 515.80 4934.81 528.20 4928.89 529.33 4929.0 530.87 4928.53 541.43 4933.55 548.61 4934.6 551.49 4934.68 660 4936 912 4938 929 4940 0 5 5 5 1 15 500.00 437 4938 530.60 4931.29 547.05 4935.30 14:37:10 0.1 583.59 443 531.71 554.76 0.3 248 4936.40 4931.17 4936.85 185 323 500.00 4932.98 535.19 4932.36 583.59 4938 21 14 500.00 570.70 58 60 54 4940 440 4938 480 4936.42 500.00 4934.83 4933.4 523.49 4931.72 525.12 4932.10 531.31 4931.82 GR 4937.3 570.70 4938 680 4938 745 4940 ' D/S FACE OF FOSSIL RIDGE DRIVE CROSSING X1 21.1 18 526.82 566.34 25 30 25 4940 460 4938 493 4937.59 500.00 4935.20 4932.3 534.63 4932.10 535.2 4931.67 536.45 4931.61 4931.3 551.33 4931.38 552.58 4931.68 560.01 4933.54 GR 4936.8 592.27 4938 683 4940 793 'U/S FACE OF FOSSIL RIDGE DRIVE CROSSING RC CARDS DEFINE OISCHARGE-WATER SURFACE ELEVATION ACROSS FOSSIL RIDGE DR CROSSING BASED ON HY8 ANALYSIS (FOSS-21.•) OF SURVEYED CROSSING 21.2 16 521.55 562.34 60 50 61 12 0 4931.54 215 4937.07 430 4937.61 4938.2 1075 4938.42 1290 4938.61 1505 4938.79 RC 4939.1 2150 4939.27 2151 4939.27 4940 469 4938.18 500.00 4935.00 521.55 4932.44 4932.3 532.61 4931.54 533.08 4931.56 537.54 4931.74 4931.8 548.11 4932.01 551.04 4935.95 562.34 4936.51 GR 4940 760 0.1 0.3 X1 22 13 521.53 566.63 185 95 175 4940 465 4939.08 500.00 4935.93 521.53 4932.89 4932.8 530.01 4932.14 531.35 4932.70 536.21 4933.43 4936.9 586.36 4938 607 4940 630 23 20 517.72 4946 297 4944 4934.2 527.01 4934.50 GR 4935.2 546.73 4936.16 4940 623 4942 WEIR D/S OF COLLEGE AVENUE X1 23.1 16 513.03 4946 303 4944 4938.5 529.86 4938.45 4940 590 4940 GR 4948 866 515.80 548.61 660 948 516.28 535.74 551.62 948 519.91 538.48 838 515.55 543.89 805 526.82 541.27 561.60 4934.99 4934.99 4934.65 4933.55 4936 4936 4940 4940 4933.70 519.33 4928.96 539.48 4934.91 572.59 4931.86 529.64 4932.06 544.93 4940 848 PAGE 8 4933.56 519.67 4934.70 546.91 4931.49 534.63 4931.41 546.23 4936.42 566.34 645 4937.96 860 1720 4938.96 1935 525.44 4932.27 531.83 542.29 4931.68 546.86 585.76 4938 690 527.38 4932.80 528.22 539.31 4936.10 566.63 566.82 290 197 249 345 4942 487 4940.81 500.00 4939.37 517.72 530.03 4932.67 537.03 4933.33 542.24 4934.24 545.93 552.69 4941.73 566.82 4942.91 579.85 4940 600 635 4944 809 4946 815 4948 820 562.44 27 10 18 340 4942.27 500.00 4941.35 513.03 4939.50 529.72 537.59 4939.52 537.73 4941.31 562.44 4942.83 576.16 616 4942 622 4944 845 4946 858 ' Page 6 1 17JUL97 14:37:10 X1 23.2 16 514.89 578.49 3 5 7 4946 310 4944 342 4942.56 500.00 4942.05 4938.5 535.63 4937.13 537.22 4938.37 550.34 4938.95 4941.2 578.49 4940 580 4940 600 4942 GR 4946 850 24 20 518.85 567.60 213 325 294 4948 310 4946 360 4944 405 4942 GR 4941.6 500.00 4941.21 518.85 4939.65 523.80 4938.34 4938.0 529.64 4937.85 542.05 4937.87 562.32 4938.21 4943.5 580.62 4945.16 601.17 4946 640 4948 1 171UL97 14:37:11 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL 0 OLOB 0CH OROB ALOB ACH AROB VOL VLOB VCH VROB XNL XNCH XNR WTN 'TIME SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR 1 0 1OF CCHV= .100 CEHV= .300 *SECNO 1.000 PAGE 9 514.89 4938.42 523.87 552.65 4938.92 557.73 608 4944 835 425 4942 435 524.56 4938.50 527.84 566.18 4939.95 567.60 663 4950 690 PAGE 10 OLOSS L-BANK ELEV TWA R-BANK ELEV ELMIN SSTA TOPWID ENDST 1.34 4894.64 .00 4894.64 4894.97 .33 .00 .00 4900.00 t1.000 100.0 .0 100.0 .0 .0 21.6 .0 .0 .0 4899.74 .00 .00 4.62 .00 .000 .037 .000 .000 4893.30 614.84 .012902 0. 0. 0. 0 0 0 .00 20.31 635.14 LO 2.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = 3.33 2.000 3.65 4895.45 .00 .00 4895.54 .08 .54 .03 4903.51 100.0 .0 100.0 .0 .0 43.6 .0 .1 .1 4900.21 .02 .00 2.30 .00 .000 .037 .000 .000 4891.80 550.60 001161 180. 196. 200. 3 0 0 .00 16.03 566.63 *SECNO 3.000 3.000 3.01 4896.06 .00 .00 4896.16 .10 .62 4902.79 100.0 .0 100.0 .0 .0 39.5 .0 .6 .01 .3 4904.11 .07 .00 2.53 .00 _000 .037 .000 ,000 4893.05 548.82 .001729 310. 444. 380. 3 0 0 .00 17.82 566.64 ICNO 4.000 3302 WARNING: CONVEYANCE CHANGE OUTSIDE OF ACCEPTABLE RANGE, KRATIO = .57 '4.000 2.57 4897.52 .00 .00 4897.77 .25 1.56, .05 4908.70 100.0 .0 100.0 .0 .0 24.8 .0 1.0 .4 4905.16 .11 .00 4.03 .00 .000 .037 .000 .000 4894.95 544.73 .005235 445. 560. 402. 2 0 0 .00 12.43 557.16 1 ' Page 7 1 1 ' 17JUL97 14:37:10 �••ff •fff•+Y••ff •••ffYf:++++•••++++ HEC-2 WATER SURFACE PROFILES rsian 4.6.2; May 1991 fff •f•fffffYfffff•Yfff•ffffi•••+++ PAGE 100 THIS RUN EXECUTED 17JUL97 14:37:43 �TE- ASTERISK (•) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST FOSSIL CREEK, LOW FLOW D 114ARY PRINTOUT SECNO 0 CWSEL SSTA ENDST ' 1.000 100.00 4894.64 614.84 635.14 1.000 200.00 4895.34 614.29 635.88 1.000 4170.00 4907.25 492.00 790.00 ' 1.000 750.00 4897,88 603.29 647.38 1.000 1210.00 4899.56 599.21 650.80 1.000 1570.00 4900.72 587.83 654.69 1.000 2710.00 4903.92 538.45 688.57 1.000 3210.00 4906.19 497.95 759.60 2.000 100.00 4895.45 550.60 566.63 2.000 200.00 4896.40 549.52 567.10 2.000 4170.00 4907.37tqZ627.00 666.69 ' 2.000 750.00 4898.88 535.72 571.09 2.000 1210.00 4900.22 532.88 574.62 2.000 1570.00 4901.16 530.87 583.67 2.000 2710.00 4904.18 443.77 612.50 2.000 3210.00 4906.32 430.38 641.86 ' 3.000 100.00 4896.06 548.82 566.64 3.000 200.00 4897.26 548.29 566.75 ' 3.000 4170.00 4907.45-Q2v486.98 614.92 1 3.000 750.00 4900.80 539.21 578.13 3.000 1210.00 4902.26 535.14 582.11 3.000 1570.00 4903.12 530.14 584.48 3.000 2710.00 4905.00 510.45 594.35 • 3.000 3210.00 4906.48 495.68 606.24 1 17JUL97 14:37:10 ' SECNO 0 CWSEL SSTA ENDST • 4.000 100.00 4897.52 5".73 557.16 • 4.000 200.00 4898.73 544.31 558.25 '4.000 4170.00 4908.68 529.85 649.58 4.000 750.00 4902.19 541.25 609.35 4.000 1210.00 4903.62 539.84 612.00 * 4.000 1570.00 4904.51 538.96 613.67 4.000 2710.00 4906.57 535.07 628.28 4.000 3210.00 4907.62 532.46 638.31 * 5.000 100.00 4899.03 528.29 549.76 • 5.000 200.00 4900.26 524.44 550.53 ' 5.000 4170.00 4909.40 422.45 629.77 5.000 750.00 4903.09 478.35 554.23 5.000 1210.00 4904.39 470.45 557.31 5.000 1570.00 4905.24 467.76 559.33 ' 5.000 2710.00 4907.29 456.55 600.76 5.000 3210.00 4908.27 443.76 613.45 * 6.000 75.00 4899.49 555.20 564.18 • 6.000 149.00 4900.61 554.07 564.79 1 Page 1 PAGE 101 6.000 3170.00 4909.38 484.17 624.34 * 6.000 560.00 4903.52 531.70 567.06 6.000 910.00 4904.71 528.12 567.99 6.000 1180.00 4905.46 525.85 568.59 6.000 2020.00 4907.31 520.26 575.06 * 6.000 2410.00 4908.21 508.60 605.43 ' 6.100 75.00 4900.96 555.53 569.14 6.100 149.00 4902.17 552.36 570.60 6.100 3170.00 4910.52 492.57 580.52 * 6.100 560.00 4905.26 544.48 574.31 ' 6.100 910.00 4906.50 540.98 575.80 6.100 1180.00 4907.26 538.74 576.71 6.100 2020.00 4909.08 533.26 578.89 6.100 2410.00 4909.69 519.84 579.63 7.000 75.00 4901.94 548.44 558.59 7.000 149.00 4903.11 547.14 560.54 * 7.000 3170.00 4912.34 472.41 610.64 7.000 560.00 4906.27 539.52 577.70 ' 7.000 910.00 4907.65 536.00 582.18 7.000 1180.00 4908.51 533.85 584.92 7.000 2020.00 4910.51 507.13 596.19 7.000 2410.00 4911.23 492.16 601.81 1 17JUL97 14:37:10 SECNO a CWSEL SSTA ENDST 8.000 75.00 4903.23 550.63 562.48 * 8.000 149.00 4904.48 549.12 565.36 8.000 3170.00 4912.93 531.41 606.81 8.000 560.00 4907.48 541.51 572.76 8.000 910.00 4908.77 539.15 574.78 8.000 1180.00 4909.57 537.65 576.07 8.000 2020.00 4911,38 534.30 589.99 8.000 2410.00 4911.99 533.17 596.56 9.000 75.00 4904.99 570.61 579.26 * 9.000 149.00 4906.18 566.67 580.73 ' 9.000 3170.00 4914.95 475.47 590.25 9.000 560.00 4908.98 541.63 584.20 9.000 910.00 4910.26 536.15 585.80 9.000 1180.00 4911.09 532.75 586.82 ' 9.000 2020.00 4913.08 497.60 589.30 9.000 2410.00 4913.80 489.16 589.98 * 9.100 75.00 4906.08 631.57 651.62 * 9.100 149.00 4907.28 631.09 657.86 ' 9.100 3170.00 4915.60 627.40 822.33 9.100 560.00 4910.05 629.98 674.06 9.100 910.00 4911.19 629.52 713.56 * 9.100 1180.00 4911.95 629.22 715.85 9.100 2020.00 4913.83 628.47 723.95 9.100 2410.00 4914.49 628.20 764.79 * 9.200 75.00 4906.53 562.71 573.90 * 9.200 149.00 4907.69 561.62 574.58 ' 9.200 3170.00 4915.80 521.23 602.22 9.200 560.00 4910.60 548.26 582.72 9.200 910.00 4911.74 542.53 585.94 * 9.200 1180.00 4912.41 539.65 587.83 9.200 2020.00 4914.09 533.92 592.57 9.200 2410.00 4914.69 530.40 594.29 10.000 75.00 4906.62 562.62 573.96 10.000 149.00 4907.78 561.52 574.64 '10.000 3170.00 4916.12 518.97 604.94 10.000 560.00 4910.77 547.39 583.21 10.000 910.00 4911.93 541.58 586.47 10.000 1180.00 4912.60 539.00 588.37 10.000 2020.00 4914.27 533.28 593.09 10.000 2410.00 4914.88 528.50 594.80 1 17JUL97 14:37:10 a PAGE 102 PAGE 103 ' Page 2 SECNO 0 CWSEL SSTA ENDST 10.100 75.00 4907.80 999.15 1010.30 10.100 149.00 4909.06 997.54 1011.28 * 10.100 3170.00 4917.68 805.90 1014.07 ' 10.100 560.00 4912.52 971.15 1012.50 10.100 910.00 4913.75 960.01 1012.75 10.100 1180.00 4914.42 922.72 1012.88 • 10.100 2020.00 4915.99 836.28 1013.40 10.100 2410.00 4916.59 825.44 1013.63 11.000 75.00 4909.30 563.08 573.63 11.000 149.00 4910.63 560.67 575.20 11.000 3170.00 4918.47 536.19 898.13 ' 11.000 560.00 4913.97 547.56 579.42 11.000 910.00 4915.27 544.22 581.06 11.000 1180.00 4915.97 542.29 581.95 11.000 2020.00 4917.23 539.07 851.65 ' 11.000 2410.00 4917.64 538.12 872.20 12.000 75.00 4910.47 546.12 560.64 12.000 149.00 4911.79 544.21 560.76 12.000 3170.00 4919.49 477.80 620.53 12.000 560.00 4915.10 536.40 580.12 12.000 910.00 4916.54 533.95 585.20 12.000 1180.00 4917.39 532.50 588.21 ' 12.000 2020.00 4919.02 487.12 610.25 ' 12.000 2410.00 4919.24 482.68 615.15 12.100 75.00 4911.01 534.65 551.67 12.100 149.00 4912.31 530.31 552.54 12.100 3170.00 4920.53 463.19 599.18 ' 12.100 560.00 4915.64 520.72 556.28 12.100 910.00 4917.09 517.81 559.19 12.100 1180.00 4917.96 516.08 560.92 12.100 2020.00 4919.62 505.36 564.23 ' 12.100 2410.00 4919.97 500.46 564.93 12.200 75.00 4911.52 540.23 556.55 12.200 149.00 4912.74 538.40 560.21 ' 12.200 3170.00 4921,79 500.63 721.25 12.200 560.00 4916.06 533.67 570.11 12.200 910.00 4917.57 530.36 573.13 12.200 1180.00 4918.47 528.37 574.94 12.200 2020.00 4920.32 518.02 618.94 ' 12.200 2410.00 4920.84 506.60 685.90 1 17JUL97 14:37:10 ' SECNO 0 CWSEL SSTA ENDST * 13.000 75.00 4912.38 555.66 564.58 13.000 149.00 4913.45 553.57 565.42 13.000 3170.00 4922.12 457.06 581.13 13.000 560.00 4916.60 540.47 568.43 ' 13.000 910.00 4918.09 536.60 569.24 13.000 1180.00 4918.99 534.26 569.50 13.000 2020.00 4920.86 500.85 570.85 13.000 2410.00 4921.39 483.05 572.05 ' 13.100 75.00 4913.98 581.55 594.17 '13.100 149.00 4915.22 580.52 595.26 13.100 3170.00 4924.44 445.00 623.24 13.100 560.00 4918.56 573.19 599.26 13.100 910.00 4919.99 570.03 600.98 '13.100 1180.00 4920.85 569.15 601.00 13.100 2020.00 4922.91 484.95 602.91 13.100 2410.00 4923.53 459.88 608.35 ' 13.200 75.00 4915.33 519.81 532.26 13.200 149.00 4916.52 519.10 533.21 13.200 3170.00 4926.05 240.00 840.00 13.200 560.00 4920.08 516.82 536.84 13.200 910.00 4921.87 512.52 549.60 PAGE 104 Page 3 ' 13.200 1180.00 4922.75 510.41 562.65 13.200 2020.00 4924.89 505.27 794.17 13.200 2410.00 4925.37 274.72 827.37 ' 14.000 75.00 4917.14 537.06 546.27 14.000 149.00 4918.12 536.53 547.32 14.000 3170.00 4926.51 382.09 822.02 ' 14.000 560.00 4921.71 522.33 572.24 14.000 910.00 4923.36 506.87 588.10 14.000 1180.00 4924.13 497.33 661.88 * 14.000 2020.00 4925.75 404.93 796.26 ' 14.000 2410.00 4926.06 389.06 805.26 14.100 75:00 4918.05 545.69 556.74 14.100 149.00 4919.27 545.05 557.04 * 14.100 3170.00 4926.59 256.94 673.65 '14.100 560.00 4922.70 524.90 570.94 14.100 910.00 4923.97 513.32 582.42 14.100 1180.00 4924.62 507.70 588.30 * 14.100 2020.00 4925.86 329.80 604.41 * 14.100 2410.00 4926.14 259.28 624.64 1 17JUL97 14:37:10 ' SECNO D CNSEL SSTA ENDST 14.200 75.00 4919.10 674.59 690.67 14.200 149.00 4920.36 672.41 693.42 14.200 3170.00 4927.74 77.36 828.68 14.200 560.00 4924.03 659.48 715.37 14.200 910.00 4925.35 634.58 732.60 * 14.200 1180.00 4926.01 82.97 741.08 14.200 2020.00 4927.03 79.65 753.13 14.200 2410.00 4927.32 78.74 783.23 * 15.000 75.00 4919.94 564.75 576.30 15.000 149.00 4921.02 564.28 576.79 15.000 3170.00 4927.86 37.82 616.99 15.000 560.00 4924.53 538.46 590.85 15.000 910.00 4925.87 528.21 601.27 15.000 1180.00 4926.51 518.54 606.35 15.000 2020.00 4927.14 72.91 611.35 15.000 2410.00 4927.30 65.30 612.57 * 15.100 75.00 4921.86 559.26 571.47 i15.100 149.00 4922.92 558.40 572.45 15.100 3170.00 4929.32 226.07 900.14 15.100 560.00 4925.99 521.37 584.29 15.100 910.00 4927.03 510.59 589.36 15.100 1180.00 4927.63 504.42 673.16 15.100 2020.00 4928.63 229.17 874.99 15.100 2410.00 4928.94 227.77 886.27 15.200 75.00 4922.44 531.25 548.31 15.200 149.00 4923.57 527.43 552.93 15.200 3170.00 4929.62 421.13 1022.12 15.200 560.00 4926.60 519.50 572.74 15.200 910.00 4927.64 513.20 757.82 15.200 1180.00 4928,23 425.30 956.16 15.200 2020.00 4929.02 422.94 993.40 15.200 2410.00 4929.26 422.20 1005.16 16.000 75.00 4922.87 532.23 562.59 '16.000 149.00 4923.94 530.33 562.89 16.000 3170.00 4929.87 500.48 970.65 16.000 560.00 4926.97 520.92 579.76 16.000 910.00 4928.10 512.99 841.97 '16.000 1180.00 4928.61 509.38 879.11 16.000 2020.00 4929.29 504.60 928.28 16.000 2410.00 4929.51 503.00 944.81 I17JUL97 14:37:10 SECNO 0 CYSEL SSTA ENDST PAGE 105 PAGE 106 Page 4 * 16.100 75.00 4923.03 538.30 554.90 16.100 149.00 4924.57 534.81 557.91 16.100 3170.00 4929.79 500.51 948.73 16.100 560.00 4927.66 516.06 589.22 16.100 910.00 4928.33 511.18 835.28 16.100 1180.00 4928.62 509.01 858.36 16.100 2020.00 4929.44 503.07 921.52 16.100 2410.00 4929.79 500.51 948.73 16.200 75.00 4924.38 532.03 557.55 ' 16.200 149.00 4925,111 529.37 560.40 16.200 3170.00 4930.23 486.00 597.00 16.200 560.00 4928.05 517.86 573.73 16.200 910.00 4928.86 511.68 579.20 16.200 1180.00 4929.21 506.77 581.60 16.200 2020.00 4929.84 496.46 597.00 16.200 2410.00 4930.02 491.61 597.00 17.000 75.00 4926.36 636.54 655.67 * 17.000 149.00 4926.84 634.87 656.08 17.000 3170.00 4933.07 60.38 676.51 17.000 560.00 4928.82 627.79 665.23 17.000 910.00 4929.81 624.26 667.73 * 17.000 1180.00 4930.36 622.33 669.09 ' 17.000 2020.00 4931.61 111.27 672.21 17.000 2410.00 4932.40 66.36. 674.21 * 18.000 72.00 4926.98 636.35 652.35 18.000 144.00 4927.77 633.70 653.97 18.000 2730.00 4933.66 40.69 661.34 18.000 540.00 4929.77 626.96 656.46 18.000 870.00 4930.75 619.13 657.70 18.000 1110.00 4931.33 607.58 658.41 ' 18.000 1830.00 4933.07 45.47 660.59 18.000 2150.00 4933.32 43.50 660.90 18.100 72.00 4927.03 636.20 652.45 ' 18.100 144.00 4927.83 633.48 654.05 18.100 2730.00 4933.93 38.50 661.68 18.100 540.00 4929.93 626.41 656.66 18.100 870.00 4930.93 615.71 657.91 * 18.100 1110.00 4931.36 606.94 658.45 ' 18.100 1830.00 4933.41 42.70 661.02 18.100 2150.00 4933.63 40.95 661.30 1 ' 17JUL97 14:37:10 SECNO 0 CYSEL SSTA ENDST '18.500 72.00 4927.04 636.16 652.47 18.500 144.00 4927.85 633.43 654.07 18.500 2730.00 4933.95 38.45 661.69 18.500 540.00 4929.96 626.32 656.69 ' 18.500 870.00 4930.99 614.40 657.99 18.500 1110.00 4931.47 604.65 658.60 18.500 1830.00 4933.43 42.57 661.04 18.500 2150.00 4933.65 40.83 661.31 18.200 72.00 4928.04 525.40 538.05 18.200 144.00 4929.01 522.92 540.63 18.200 2730.00 4934.40 147.65 845.88 * 18.200 540.00 4932.48 514.00 564.61 ' 18.200 870.00 4933.27 154.70 626.85 18.200 1110.00 4933.86 150.96 796.50 18.200 1830.00 4933.99 150.10 835.68 18.200 2150.00 4934.14 149.16 842.11 ' 18.600 72.00 4928.09 525.28 538.10 18.600 144.00 4929.05 522.81 540.78 18.600 2730.00 4934.41 147.54 846.15 * 18.600 540.00 4933.09 155.96 582.02 '18.600 870.00 4933.29 154.62 630.16 18.600 1110.00 4933.87 150.83 802.27 18.600 1830.00 4934.00 149.99 840.04 18.600 2150.00 4934.16 149.06 842.34 PAGE 107 Page 5 18.300 72.00 4929.62 531.37 549.74 '18.300 144.00 4930.51 528.40 554.11 18.300 2730.00 4935.12 438.35 845.88 18.300 540.00 4933.55 501.29 567.43 18.300 870.00 4934.01 449.91 696.13 18.300 1110.00 4934.26 447.22 730.99 18.300 1830.00 4934.73 442.28 795.01 18.300 2150.00 4934.88 440.72 815.26 19.000 72.60 4930.69 527.41 541.22 19.000 144.00 4931.57 525.06 543.24 19.000 2730.00 4937.20 447.25 922.18 19.000. 540.00 4934.41 517.37 550.98 * 19.000 870.00 4935.51 509.18 620.99 19.000 1110.00 4935.90 504.31 651.93 19.000 1830.00 4936.64 478.28 917.39 19.000 2150.00 4936.86 466.09 919.27 1 ' 17JUL97 14:37:10 SECNO 0 CNSEL SSTA ENDST '19.500 72.00 4930.72 527.36 541.24 19.500 144.00 4931.60 525.00 543.30 19.500 2730.00 4937.25 444.23 922.64 '19.500 540.00 4934.50 517.14 551.20 19.500 870.00 4936.10 501.94 912.74 19.500 1110.00 4936.57 481.24 916.93 19.500 1830.00 4936.77 470.15 918.64 19.500 2150.00 4936.94 461.59 919.96 20.000 72.00 4932.71 522.28 549.36 20.000 144.00 4933.35 517.74 550.70 20.000 2730.00 4938.30 442.11 839.48 20.000 540.00 4936.30 500.54 573.50 20.000 870.00 4937.18 472.10 657.27 20.000 1110.00 4937.34 466.64 691.19 * 20.000 1830.00 4937.88 447.26 811.53 * 20.000 2150.00 4938.05 442.84 838.27 ' 21.000 72.00 4933.16 523.73 545.29 21.000 144.00 4933.68 519.30 545.83 * 21.000 2730.00 4938.57 468.69 761.96 21.000 540.00 4936.36 500.53 562.16 21.000 870.00 4937.22 489.83 570.00 21.000 1110.00 4937.38 487.82 583.51 * 21.000 1830.00 4937.82 482.34 651.11 * 21.000 2150.00 4937.89 481.41 662.62 21.100 72.00 4933.31 530.81 561.40 21.100 144.00 4933.92 529.51 562.23 21.100 2730.00 4938.89 478.14 732.55 21.100 540.00 4936.47 512.60 569.54 21.100 870.00 4937.31 503.07 631.29 21.100 1110.00 4937.53 500.70 647.31 * 21.100 1830.00 4938.25 488.84 696.86 * 21.100 2150.00 4938.60 483.19 715.71 21.200 72.00 4933.39 523.99 555.00 21.200 144.00 4935.24 519.90 560.31 21.200 2730.00 4939.27 481.43 734.45 21.200 540.00 4937.79 502.65 675.25 21.200 870.00 4938.21 499.48 697.37 21.200 1110.00 4938.45 495.39 705.77 * 21.200 1830.00 4939.03 485.49 726.11 21.200 2150.00 4939.27 481.43 734.45 1 17JUL97 14:37:10 ' SECNO 0 CWSEL SSTA ENDST * 22.000 72.00 4933.74 525.75 542.47 22.000 144.00 4935.31 522.73 558.51 PAGE 108 PAGE 109 Page 6 22.000 2730.00 4939.41 487.13 623.31 * 22.000 540.00 4937.84 508.46 604.03 22.000 870.00 4938.29 505.41 610.32 22.000 1110.00 4938.54 503.69 613.22 22.000 1830.00 4939.12 498.29 619.94 * 22.000 2150.00 4939.35 489.82 622.50 23.000 72.00 4935.24 525.13 547.00 23.000 144.00 4935.92 523.93 551.17 23.000 2730.00 4940.92 498.79 628.52 ' 23.000 540.00 4938.10 520.01 557.61 23.000 870.00 4938.67 518.98 559.05 23.000 1110.00 4938.99 518.40 559.88 23.000 1830.00 4939.73 513.31 561.74 * 23.000 2150.00 4939.97 510.42 562.34 23.100 72.00 4940.11 524.26 616.32 23.100 144.00 4940.40 521.56 617.21 23.100 2730.00 4943.31 404.08 767.74 ' 23.100 540.00 4941.22 514.19 619.67 '23.100 870.00 4941.62 509.21 620.86 23.100 1110.00 4941.90 505.30 621.69 23.100 1830.00 4942.77 453.98 707.58 ' 23.100 2150.00 4942.99 433.25 732.57 1 23.200 72.00 4940.38 519.03 601.51 23.200 144.00 4940.72 518.17 602.90 * 23.200 2730.00 4943.60 386.31 789.17 ' 23.200 540.00 4941.71 515.71 606.88 23.200 870.00 4942.26 508.89 636.98 23.200 1110.00 4942.59 496.95 674.73 23.200 1830.00 4943.21 428.58 745.44 ' 23.200 2150.00 4943.38 410.26 764.40 24.000 72.00 4940.42 521.35 569.33 24.000 144.00 4940.82 520.08 570.80 24.000 2730.00 4944.50 393.66 593.05 '24.000 540.00 4942.03 424.63 575.25 24.000 870.00 4942.69 418.07 577.66 24.000 1110.00 4943.08 414.19 579.08 24.000 1830.00 4943.87 406.36 585.12 24.000 2150.00 4944.12 402.37 588.25 1 17JUL97 14:37:10 SIL CREEK, LOW FLOW 0 MARY PRINTOUT TABLE 150 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL 1.000 .00 .00 .00 4893.30 100.00 4894.64 ' 1.000 .00 .00 .00 4893,30 200.00 4895,34 1.000 .00 .00 .00 4893.30 4170.00 4907.25 1.000 .00 .00 .00 4893.30 750.00 4897.88 1.000 .00 .00 .00 4893.30 1210.00 4899.56 1.000 .00 .00 .00 4893.30 1570.00 4900.72 ' 1.000 .00 .00 .00 4.893.30 2710.00 4903.92 1.000 .00 .00 .00 4893.30 3210.00 4906.19 * 2.000 196.00 .00 .00 4891.80 100.00 4895.45 2.000 196.00 .00 .00 4891.80 200.00 4896.40 2.000 196.00 .00 .00 4891.80 4170.00 4907.37 2.000 196.00 .00 .00 4891.80 750.00 4898.88 2.000 196.00 .00 .00 4891.80 1210.00 4900.22 2.000 196.00 .00 .00 4891.80 1570.00 4901.16 2.000 196.00 .00 .00 4891.80 2710.00 4904.18 2.000 196.00 .00 .00 4891.80 3210.00 4906.32 3.000 444.00 .00 .00 4893.05 100.00 4896.06 3.000 444.00 .00 .00 4893.05 200.00 4897.26 3.000 444.00 .00 .00 4893.05 4170.00 4907.45 3.000 444.00 .00 .00 4893.05 750.00 4900.80 ' 3.000 444.00 .00 .00 4893.05 1210.00 4902.26 3.000 444.00 .00 .00 4893.05 1570.00 4903.12 PAGE 110 CRIWS EG 10*KS VCH AREA .01K .00 4894.97 129.02 4.62 21.63 8.80 .00 4895.81 103.12 5.51 36.28 19.70 .00 4907.48 5.16 4.50 1314.30 1835.21 .00 4898.39 51.02 5.72 131.23 105.00 .00 4900.07 33.54 5.72 211.61 208.94 .00 4901.23 24.95 5.73 278.30 314.34 .00 4904.35 11.98 5.48 571.33 783.11 .00 4906.42 5.30 4.28 1013.12 1394.18 .00 4895.54 11.61 2.30 43.56 29.35 .00 4896.58 19.32 3.37 59.38 45.50 .00 4907.60 6.85 4.56 1206.20 1592.93 .00 4899.47 57.19 6.18 121.40 99.17 .00 4900.98 55.85 6.99 173.16 161.92 .00 4901.99 48.94 7.31 218.19 224.42 .00 4904.66 19.85 6.09 569.06 608.24 .00 4906.54 7.09 4.32 975.34 1205.93 .00 4896.16 17.29 2.53 39.49 24.05 .00 4897.43 18.78 3.28 61.06 46.16 .00 4908.22 21.17 7.42 652.52 906.33 .00 4901.14 25.81 4.68 160.10 147.62 .00 4902.71 28.05 5.43 222.78 228.48 .00 4903.66 28.95 5.91 266.14 291.78 ' Page 7 3.000 444.00 .00 .00 4893.05 2710.00 4905.00 .00 4905.80 30.52 7.26 393.64 490.55 * 3.000 444.00 .00 .00 4893.05 3210.00 4906.48 .00 4907.14 20.03 6.71 537.65 717.19 4.000 560.00 .00 .00 4894.95- 100.00 4897.52 .00 4897.77 52.35 4.03 24.78 13.82 4.000 560.00 .00 .00 4894.95 200.00 4898.73 .00 4899.11 50.31 4.90 40.79 28.20 4.000 560.00 .00 .00 4894.95 4170.00 4908.68 .00 4909.16 13.42 5.68 771.18 1138.15 4.000 560.00 .00 .00 4894.95 750.00 4902.19 .00 4902.38 18.84 3.52 213.05 172.78 4.000 560.00 .00 .00 4894.95 1210.00 4903.62 .00 4903.85 14.85 3.87 312.97 314.00 4.000 560.00 .00 .00 4894.95 1570.00 4904.51 .00 4904.78 13.94 4.14 378.77 420.50 * 4.000 560.00 .00 .00 4894.95 2710.00 4906.57 .00 4906.96 14.01 5.02 547.54 724.02 4.000 560.00 .00 .00 4894.95 3210.00 4907.62 .00 4908.02 12.29 5.08 652.57 915.59 5.000 512.00 .00 .00 4895.21 100.00 4899.03 .00 4899.11 15.39 2.33 42.94 25.49 5.000 512.00 .00 .00 4895.21 200.00 4900.26 .00 4900.38 14.26 2.76 72.44 52.96 5.000 512.00 .00 .00 4895.21 4170.00 4909.40 .00 4909.75 11.10 5.52 952.64 1251.67 5.000 512.00 .00 .00 4895.21 750.00 4903.09 .00 4903.42 20.54 4.69 182.66 165.50 ' 5.000 512.00 .00 .00 4895.21 1210.00 4904.39 .00 4904.72 19.34 5.04 288.56 275.11 5.000 512.00 .00 .00 4895.21 1570.00 4905.24 .00 4905.57 17.86 5.13 364.49 371.45 5.000 512.00 .00 .00 4895.21 2710.00 4907.29 .00 4907.66 15.07 5.48 587.81 697.98 5.000 512.00 .00 .00 4895.21 3210.00 4908.27 .00 4908.61 12.07 5.31 740.86 923.97 1 17JUL97 14:37:10 PAGE 111 ' SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10*KS VCH AREA .01K * 6.000 235.00 .00 .00 4896.58 75.00 4899.49 .00 4899.80 74.13 4.44 16.88 8.71 6.000 235.00 .00 .00 4896.58 149.00 4900.61 .00 4901.05 73.29 5.33 27.93 17.40 6.000 235.00 .00 .00 4896.58 3170.00 4909.38 .00 .4910.25 37.37 8.60 459.89 518.58 6.000 235.00 .00 .00 4896.58 560.00 4903.52 .00 4904.24 65.16 7.29. 90.86 69.38 * 6.000 235.00 .00 .00 4896.58 910.00 4904.71 .00 4905.49 61.05 7.82 135.43 116.46 * 6.000 235.00 .00 .00 4896.58 1180.00 4905.46 .00 4906.30 58.39 8.09 166.58 154.42 6.000 235.00 .00 .00 4896.58 2020.00 4907.31 .00 4908.33 53.89 8.76 252.63 275.16 6.000 235.00 .00 .00 4896.58 2410.00 4908.21 .00 4909.18 44.81 8.62 321.91 360.04 * 6.100 347.00 .00 .00 4897.90 75.00 4900.96 .00 4901.07 21.24 -2.68 28.02 16.27 6.100 347.00 .00 .00 4897.90 149.00 4902.17 .00 4902.32 21.17 3.14 47.46 32.39 6.100 347.00 .00 .00 4897.90 3170.00 4910.52 .00 4911.89 49.14 9.47 355.89 452.22 6.100 347.00 .00 .00 4897.90 560.00 4905.26 .00 4905.59 24.46 4.59 121.99 113.23 ' 6.100 347.00 .00 .00 4897.90 910.00 4906.50 .00 4907.00 30.83 5.62_ 161.79 163.89 6.100 347.00 .00 .00 4897.90 1180.00 4907.26 .00 4907.86 34.24 6.22 189.58 201.65 6.100 347.00 .00 .00 4897.90 2020.00 4909.08 .00 4909.99 40.89 7.67 263.44 315.89 ' 6.100 347.00 .00 .00 4897.90 2410.00 4909.69 .00 4910.75 42.87 8.28 295.58 368.08 * 7.000 330.00 .00 .00 4899.20 75.00 4901.94 .00 4902.17 55.13 3.82 19.65 10.10 7.000 330.00 .00 .00 4899.20 149.00 4903.11 .00 4903.42 53.53 4.48 33.24 20.37 7.000 330.00 .00 .00 4899.20 3170.00 4912.34 .00 4912.98 21.54 6.68 551.42 682.95 7.000 330.00 .00 .00 4899.20 560.00 4906.27 .00 4906.64 41.88 4.93 113.60 86.53 7.000 330.00 .00 .00 4899.20 910.00 4907.65 .00 4908.09 35.10 5.29 172.12 153.59 7.000 330.00 .00 .00 4899.20 1180.00 4908.51 .00 4908.98 32.75 5.53 213.34 206.19 7.000 330.00 .00 .00 4899.20 2020.00 4910.51 .00 4911.10 26.55 6.16 340.82 392.02 7.000 330.00 .00 .00 4899.20 2410.00 4911.23 .00 4911.83 24.25 6.36 412.10 489.43 * 8.000 343.00 .00 .00 4900.38 75.00 4903.23 .00 4903.36 23.51 2.88 26.09 15.47 8.000 343.00 .00 .00 4900.38 149.00 4904.48 .00 4904.67 25.60 3.44 43.37 29.45 8.000 343.00 .00 .00 4900.38 3170.00 4912.93 .00 4914.19 44.28 9.15 373.93 476.38 8.000 343.00 .00 .00 4900.38 560.00 4907.48 .00 4907.84 29.44 4.78 117.12 103.20 8.000 343.00 .00 .00 4900.38 910.00 4908.77 .00 4909.27 32.88 5.69 159.82 158.70 8.000 343.00 .00 .00 4900.38 1180.00 4909.57 .00 4910.17 34.47 6.22 189.78 200.97 8.000 343.00 .00 .00 4900.38 2020.00 4911.38 .00 4912.27 38.30 7.61 271.65 326.41 8.000 343.00 .00 .00 4900.38 2410.00 4911.99 .00 4913.01 40.23 8.17 307.99 379.97 * 9.000 447.00 .00 .00 4902.50 75.00 4904.99 .00 4905.39 107.69 5.07 14.80 7.23 9.000 447.00 .00 .00 4902.50 149.00 4906.18 .00 4906.65 83.64 5.51 27.32 16.29 9.000 447.00 .00 .00 4902.50 3170.00 4914.95 .00 4915.51 23.94 6.71 535.35 647.82 9.000 447.00 .00 .00 4902.50 560.00 4908.98 .00 4909.50 50.32 6.40 106.65 78.94 9.000 447.00 .00 .00 4902.50 910.00 4910.26 .00 4910.77 39.95 6.40 165.87 143.97 9.000 447.00 .00 .00 4902,51 1180,01 4911,09 .00 4911.61 35.51 6.43 208.59 198.02 9.000 447.00 .00 .00 4902.50 2020.00 4913.08 .00 4913.64 28.85 6.58 341.27 376.11 9.000 447.00 .00 .00 4902.50 2410.00 4913.80 .00 4914.35 26.67 6.60 410.18 466.63 1 17JUL97 14:37:10 PAGE 112 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10*KS VCH AREA .01K ' Page 8 I r [1 r r 9.100 9.100 9.100 9.100 9.100 9.100 9.100 9.100 9.200 9.200 9.200 9.200 9.200 9.200 9.200 9.200 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.000 10.100 10.100 10.100 10.100 10.100 10.100 10.100 10.100 11.000 11.000 11.000 11.000 11.000 11.000 1 11.000 11.000 1 17JUL97 310.00 .00 .00 4903.00 75.00 4906.08 .00 4906.13 9.62 1.86 40.39 24.19 310.00 .00 .00 4903.00 149.00 4907.28 .00 4907.36 9.68 •2.17 68.51 47.89 310.00 .00 .00 4903.00 3170.00 4915.60 .00 4915.95 11.93 5.34 741.81 917.75 310.00 .00 .00 4903.00 560.00 4910.05 .00 4910.23 13.71 3.41 164.16 151.24 310.00 .00 .00 4903.00 910.00 4911.19 .00 4911.45 14.83 4.14 240.44 236.30 310.00 .00 .00 4903.00 1180.00 4911.95 .00 4912.23 .14.08 4.39 305.35 314.49 310.00 .00 .00 4903.00 2020.00 4913.83 .00 4914.15 12.66 4.90 474.96 567.79 310.00 .00 .00 4903.00 2410.00 4914.49 .00 4914.83 12.60 5.13 548.97 678.94 305.00 4917.20 4915.70 4903.40 75.00 4906.53 .00 4906.70 41.02 3.34 22.49 11.71 305.00 4917.20 4915.70 4903.40 149.00 4907.69 .00 4907.95 41.02 4.09 36.42 23.26 305.00 4917.20 4915.70 4903.40 3170.00 4915.80 .00 4916.96 121.88 8.68 372.69 287.14 305.00 4917.20 4915.70 4903.40 560.00 4910.60 .00 4911.09 61.28 5.65 99.05 71.53 305.00 4917.20 4915.70 4903.40 910.00 4911.74 .00 4912.36 61.77 6.34 143.43 115.78 305.00 4917.20 4915.70 4903.40 1180.00 4912.41 .00 4913.12 61.48 6.77 174.31 150.50 305.00 4917.20 4915.70 4903.40 2020.00 4914.09 .00 4915.00 57.50 7.65 264.02 266.39 305.00 4917.20 4915.70 4903.40 2410.00 4914.69 .00 4915.69 56.51 8.01 300.95 320.59 20.00 .00 .00 4903.40 75.00 4906.62 .00 4906.78 35.91 3.18 23.55 12.52 20.00 .00 .00 4903.40 149.00 4907.78 .00 4908.03 37.06 3.95 37.76 24.48 20.00 .00 .00 4903.40 3170.00 4916.12 .00 4917.11 40.78 8.03 407.66 496.39 20.00 .00 .00 4903.40 560.00 4910.77 .00 4911.21 52.56 5.33 105.13 77.25 20.00 .00 .00 4903.40 910.00 4911.93 .00 4912.48 53.29 6.00 151.73 124.66 20.00 .00 .00 4903.40 1180.00 4912.60 .00 4913.24 53.29 6.43 183.58 161.65 20.00 .00 .00 4903.40 2020.00 4914.27 .00 4915.11 51.44 7.35 274.98 281.65 20.00 .00 .00 4903.40 2410.00 4914.88 .00- 4915.80 50.46 7.72 312.83 339.26 400.00 .00 .00 4904.80 75.00 4907.80 .00 4907.93 23.39 2.92 25.67 15.51 400.00 .00 .00 4904.80 149.00 4909.06 .00 4909.27 26.24 3.62 41.16 29.09 400.00 .00 .00 4904.80 3170.00 4917.68 .00 4918.00 14.91 5.19 782.11 820.85 400.00 .00 .00 4904.80 560.00 4912.52 .00 4912.81 30.87 4.32 129.60 100.80 400.00 .00 .00 4904.80 910.00 4913.75 .00 4914.11 31.17 4.80 189.65 162.99 400.00 .00 .00 4904.80 1180.00 4914.42 .00 4914.84 30.25 5.21 233.12 214.55 400.00 .00 .00 4904.80 2020.00 4915.99 .00 4916.40 22.58 5.47 458.32 425.12 400.00 .00 .00 4904.80 2410.00 4916.59 .00 4916.96 19.51 5.40 566.99 545.64 523.00 .00 .00 4906.71 75.00 4909.30 .00 4909.48 38.19 3.40 22.06 12.14 523.00 .00 .00 4906.71 149.00 4910.63 .00 4910.86 35.47 3.88 38.41 25.02 523.00 .00 .00 4906.71 3170.00 4918.47 .00 4918.94 27.34 6.57 760.59 606.31 523.00 .00 .00 4906.71 560.00 4913.97 .00 4914.29 25.59 4.50 124.42 110.69 523.00 .00 .00 4906.71 910.00 4915.27 .00 4915.72 29.43 5.39 168.86 167.75 523.00 .00 .00 4906.71 1180.00 4915.97 .00 4916.53 33.19 6.03 195.83 204.81 523.00 .00 .00 4906.71 2020.00 4917.23 4915.16 4918.10 45.46 7.68 334.70 299.60 523.00 .00 .00 4906.71 2410.00 4917.64 4917.49'.4918.40 41.25 7.57 467.55 375.23 14:37:10 PAGE 113 SECNO %LCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10'KS VCH AREA .01K 12.000 501.00 .00 .00 4907.33 75.00 4910.47 .00 . 4910.55 13.29 2.28 32.90 20.57 12.000 501.00 .00 .00 4907.33 149.00 4911.79 .00 4911.91 13.56 2.79 53.40 40.47 12.000 501.00 .00 .00 4907.33 3170.00 4919.49 .00 4920.33 31.91 7.54 47-7.87 561.19 12.000 501.00 .00 .00 4907.33 560.00 4915.10 .00 4915.30 15.97 3.51 159.59 140.15 12.000 101.00 .00 .00 4907.33 910.00 4916*14 .00 4916.79 15.76 3.99 127.88 229.25 12.000 501.00 .00 .00 4907.33 1180.00 4917.39 .00 4917.68 16.08 4.32 273.32 294.24 12.000 501.00 .00 .00 4907.33 2020.00 4919.02 .00 4919.45 17.55 5.32 414.00 482.25 12.000 501.00 .00 .00 4907.33 2410.00 4919.24 .00 4919.79 21.60 6.05 443.27 518.52 12.100 370.00 .00 .00 4908.30 75.00 4911.01 .00 4911.09 16.39 2.34 32.08 18.53 ' 12.100 370.00 .00 .00 4908.30 149.00 4912.31 .00 4912.41 13.38 2.58 57.64 40.73 12.100 370.00 .00 .00 4908.30 3170.00 4920.53 .00 4921.61 34.81 8.43 405.85 537.26 12.100 370.00 .00 .00 4908.30 560.00 4915.64 .00 4915.84 13.59 3.64 153.89 151.89 12.100 370.00 4908.30 910.00 4917.09 4917.38 15.62 4.34 209.82 230.27 12.100 370.00 .01 .00 .00 .00 4908.30 1180.00 4917.96 .00 .00 4918.31 16.93 4.77 247.14 286.78 12.100 370.00 .00 .00 4908.30 2020.00 4919.62 .00 4920.21 21.95 6.21 329.29 431.16 12.100 370.00 .00 .00 4908.30 2410.00 4919.97 .00 4920.73 26.70 7.02 350.88 466.44 12.200 300.00 .00 .00 4909.00 75.00 4911.52 .00 4911.61 17.93 2.43 30.81 17.71 r 12.200 300.00 .00 .00 4909.00 149.00 4912.74 .00 4912.85 15.97 2.76 54.08 37.28 12.200 300.00 .00 .00 4909.00 3170.00 4921.79 .00 4922.39 19.41 6.59 624.04 719.44 12.200 300.00 .00 .00 4909.00 560.00 4916.06 .00 4916.27 14.64 3.70 151.17 146.37 12.200 12.200 300.00 300.00 .00 .00 .00 .00 4909*10 4909.00 910.00 1180.00 4917,57 4918.47 .00 .00 4917,86 4918.82 15.77 16.56 4.31 4.70 110.91 251.29 229.15 289.93 12.200 300.00 .00 .00 4909.00 2020.00 4920.32 .00 4920.85 20.11 5.86 351.93 450.45 12.200 300.00 .00 .00 4909.00 2410.00 4920.84 .00 4921.45 21.31 6.35 424.65 522.04 Page 9 13.000 308.00 .00 .00 4909.78 75.00 4912.38 .00 4912.72 85.62 4.71 15.92 8.11 * 13.000 308.00 .00 .00 4909.78 149.00 4913.45 .00 4913.92 85.43 -5.52 26.97 16.12 13.000 308.00 .00 .00 4909.78 3170.00 4922.12 4921.63 4923.64 66.01 10.25 357.81 390.18 13.000 308.00 .00 .00 4909.78 560.00 4916.60 .00 4917.25 71.06 6.47 86.62 66.43 13.000 308.00 .00 .00 4909.78 910.00 4918.09 .00 4918.83 57.84 6.91 131.69 119.66 * 13.000 308.00 .00 .00 4909.78 1180.00 4918.99 .00 4919.81 54.45 7.28 162.16 159.91 * 13.000 308.00 .00 .00 4909.78 2020.00 4920.86 .00 4922.01 57.39 8.64 239.43 266.65 13.000 308.00 .00 .00 4909.78 2410.00 4921.39 .00 4922.68 60.28 9.23 281.67 310.41 13.100 392.00 .00 .00 4911.30 75.00 4913.98 .00 4914.08 18.10 2.59 28.94 17.63 * 13.100 392.00 .00 .00 4911.30 149.00 4915.22 .00 4915.39 20.26 3.26 45.66 33.10 13.100 392.00 .00 .00 4911.30 3170.00 4924.44 .00 4925.30 32.22 8.17 524.65 558.47 13.100 392.00 .00 .00 4911.30 560.00 4918.56 .00 4918.93 27.88 4.93 113.65 106.05 13.100 392.00 .00 .00 4911.30 910.00 4919.99 .00 4920.52 32.83 5.89 154.63 158.83 13.100 392.00 .00 .00 4911.30 1180.00 4920.85 .00 4921.50 34.62 6.49 181.75 200.55 13.100 392.00 .00 .00 4911,30 2020.00 4922,91 .00 4923.83 38.12 7.80 - 289.77 327.18 13.100 392.00 .00 .00 4911.30 2410.00 4923.53 .00 4924.44 35.71 7.98 374.00 403.28 17JUL97 14:37:10 PAGE 114 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10*KS VCH AREA .01K 13.200 500.00 .00 .00 4913.20 75.00 4915.33 .00 4915.55 52.28 3.72 20.14 10.37 13.200 500.00 .00 .00 4913.20 149.00 4916.52 .00 4916.78 38.82 4.15 35.86 23.92 13.200 500.00 .00 .00 4913.20 3170.00 4926.05 .00 4926.35 17.08 5.61 1063.67 766.97 13.200 500.00 .00 .00 4913.20 560.00 4920.08 .00 4920.61 38.71 5.88 95.19 -90.00 13.200 500.00 .00 .00 4913.20 910.00 4921.87 .00 4922.44 44.86 6.09 149.54 135.86 13.200 500.00 .00 .00 4913.20 1180.00 4922.75 .00 4923.39 41.08 6.41 188.00 184.10 13.200 500.00 .00 .00 4913.20 2020.00 4924.89 .00 4925.43 27.38 6.34 436.79 386.02 13.200 500.00 .00 .00 4913.20 2410.00 4925.37 .00 4925.81 22.98 6.09 669.34 502.76 ' 14.000 14.000 328.00 328.00 .00 .00 .00 .00 4914.40 4914.40 75.00 149.00 4917.14 4918.12 .00 .00 4917.41 4918.57 60.91 75.89 4.16 5.40 18.05 27.61 9.61 17.10 14.000 328.00 .00 .00 4914.40 3170.00 4926.51 .00 4926.71 11.49 4.16 1116.97 935.09' 14.000 328.00 .00 .00 4914.40 560.00 4921.71 .00 4922.05 48.86 4.72 118.75 80.12 14.000 328.00 .00 .00 4914.40 910.00 4923.36 .00 4923.61 27.53 4.02 226.49 173.44 14.000 328.00 .00 .00 4914.40 1180.00 4924.13 .00 4924.38 21.78 3.97 313.16 252.83 14.000 328.00 .00 .00 4914.40 2020.00 4925.75 .00 4925.91 10.43 3.59 793.43 625.51 14.000 328.00 .00 .00 4914.40 2410.00 4926.06 .00 4926.23 10.55 3.77 923.00 741.93 14.100 202.00 .00 .00 4915.43 75.00 4918.05 .00 4918.19 25.71 2.98 25.18 14.79 14.100 202.00 .00 .00 4915.43 149.00 4919.27 .00 4919.49 29.16 3.80 39.17 27.59 14.100 202.00 .00 .00 4915.43 3170.00 4926.59 .00 4927.17 41.14 6.51 653.76 494.22 14.100 202.00 .00 .00 4915.43 560.00 4922.70 .00 4923.06 50.14 4.82 116.25 79.09 14.100 202.00 .00 .00 4915.43 910.00 4923.97 .00 4924.33 42.51 4.81 189.12 139.58 14.100 202.00 .00 .00 4915.43 1180.00 4924.62 .00 4925.00 40.21 4.96 237.88 186.10 14.100 202.00 .00 .00 4915.43 2020.00 4925.86 .00 4926.36 40.68 5.71 380.56 316.69 14.100 202.00 .00 .00 4915.43 2410.00 4926.14 .00 4926.69 41.79 6.08 475.24 372.82 14.200 460.00 .00 .00 4916.66 75.00 4919.10 .00 4919.20 18.75 2.49 30.07 17.32 1 14.200 460.00 .00 .00 4916.60 149.00 4920.36 .00 4920.48 16.19 2.81 52.99 37.03 14.200 460.00 .00 .00 4916.60 3170.00 4927.74 .00 4927.85 8.99 3.19 1537.20 1056.98 * 14.200 460.00 .00 .00 4916.60 560.00 4924.03 .00 4924.18 13.98 3.14 178.50 149.77 * 14.200 460.00 .00 .00 4916.60 910.00 4925.35 .00 4925.52 16.90 3.25 279.93 221.36 14.200 460.00 .00 .00 4916.60 1180.00 4926.01 .00 4926.18 17.30 3.36 356.50 283.73 14.200 460.00 .00 .00 4916.60 2020.00 4927.03 .00 4927.14 9.97 2.99 1034.21 639.65 14.200 460.00 .00 .00 4916.60 2410.00 4927.32 .00 4927.42 9.27 3.02 1227.98 791.53 15.000 292.00 .00 .00 4917.40 75.00 4919.94 .00 4920.19 68.98 3.98 18.83 9.03 15.000 292.00 .00 .00 4917.40 149.00 4921.02 .00 4921.36 58.63 4.70 31.70 19.46 15.000 292.00 .00 .00 4917.40 3170.00 4927.86 4927.86 4928.60 46.84 7.86 660.56 463.18 * 15.000 292.00 .00 .00 4917.40 560.00 4924.53 .00 4924.82 32.07 4.41 135.41 98.88 15.000 292.00 .00 .00 4917,40 910.00 4925,87 .00 4926.16 25.51 4.47 219.44 180.17 15.000 292.00 .00 .00 4917.40 1180.00 4926.51 .00 4926.83 25.12 4.75 270.06 235.46 15.000 292.00 .00 .00 4917.40 2020.00 4927.14 .00 4927.77 42.00 6.77 355.88 311.70 15.000 292.00 .00 .00 4917.40 2410.00 4927.30 4926.24 4928.09 51.43 7.66 400.49 336.05 1 17JUL97 14:37:10 PAGE 115 ' SECNO 15.100 XLCH 418.00 ELTRD .00 ELLC .00 ELM14 4918.40 0 75.00 CWSEL 4921.86 CRIWS .00 EG - 4922.01 10*KS 29.65 VC" 3.05 AREA 24.61 .01K 13.77 15.100 418.00 .00 .00 4918.40 149.00 4922.92 .00 4923.15 32.41 3.84 38.83 26.17 * 15.100 418.00 .00 .00 4918.40 3170.00 4929.32 .00 4929.51 16.50 4.36 1217.54 780.41 ' Page 10 ' 15.100 418.00 .00 .00 4918.40 560.00 4925.99 .00 4926.23 36.57 3.96 141.52 92.60 15.100 418.00 .00 .00 4918.40 910.00 4927.03 .00 4927.31 31.69 4.23 215.13 161.66 15.100 418.00 .00 .00 4918.40 1180.00 4927.63 .00 4927.94 29.53 4.45 273.08 217.15 15.100 418.00 .00 .00 4918.40 2020.00 4928.63 .00 4928.85 19.74 4.28 762.85 454.66 15.100 418.00 .00 .00 4918.40 2410.00 4928.94 .00 4929.13 16.85 4.16 964.43 587.12 15.200 218.00 .00 .00 4919.69 75.00 4922.44 .00 4922.53 19.83 2.44 30.68 16.84 15.200 218.00 .00 .00 4919.69 149.00 4923.57 .00 4923.69 18.41 2.71 55.04 34.73 15.200 218.00 .00 .00 4919.69 3170.00 4929.62 .00 4929.81 16.41 4.43 1179.29 782.51 * 15.200 218.00 .00 .00 4919.69 560.00 4926.60 .00 4926.78 17.73 3.43 163.35 133.00 15.200 218.00 .00 .00 4919:69 910.00 4927.64 .00 4927.89 22.07 3.97 230.35 193.69 15.200 218.00 .00 .00 4919.69 1180.00 4928.23 .00 4928.45 19.69 3.92 408.71 265.94 15.200 218.00 .00 .00 4919.69 2020.00 4929.02 .00 4929.19 16.04 4.00 825.23 504.39 15.200 218.00 .00 .00 4919.69 2410.00 4929.26 .00 4929.44 15.63 4.10 968.00 609.63 1 16.000 16.000 220.00 220.00 .00 .00 .00 .00 4920.72 4920.72 75.00 149.00 4922,87 4923.94 .00 .00 4912,93 4924.01 16.42 11.47 1.95 2.10 38.47 70.85 18.51 43.99 16.000 220.00 .00 .00 4920.72 3170.00 4929.87 .00 4930.18 23.22 5.25 920.72 657.84 16.000 220.00 .00 .00 4920.72 560.00 4926.97 .00 4927.10 11.65 2.86 195.56 164.09 16.000 220.00 .00 .00 4920.72 910.00 4928.10 .00 4928.27 13.60 3.35 274.64 246.75 16.000 220.00 .00 .00 4920.72 1180.00 4928.61 .00 4928.81 14.36 3.65 391.91 311.39 16.000 220.00 .00 .00 4920.72 2020.00 4929.29 .00 4929.54 18.78 4.48 659.51 466.09 16.000 220.00 .00 .00 4920.72 2410.00 4929.51 .00 4929.79 20.31 4.76 758.19 534.74 16.100 14.00 .00 .00 4921.30 75.00 4923.03 .00 4923.21 51.21 3.34 22.42 10.48 16.100 14.00 .00 .00 4921.30 149.00 4924.57 .00 4924.70 18.32 2.82 52.80 34.82 16.100 14.00 .00 .00 4921.30 3170.00 4929.79 .00 4930.13 33.43 5.53 831.78 548.26 16.100 14.00 .00 .00 4921.30 560.00 4927.66 .00 4927.79 16.27 2.97 188.31 138.82 16.100 14.00 .00 .00 4921.30 910.00 4928.33 .00 4928,54 22.87 3.71 270.66 190.27 16.100 14.00 .00 .00 4921.30 1180.00 4928.62 .00 4928.86 25.72 4.06 366.79 232.65 16.100 14.00 .00 .00 4921.30 2020.00 4929.44 .00 4929.66 21.82 4.26 679.64 432.47 16.100 14.00 .00 .00 4921.30 2410.00 4929.79 .00 4929.99 19.32 4.20 831.78 548.26 16.200 258.00 .00 .00 4922.10 75.00 4924.38 .00 4924.50 49.12 2.84 26.40 10.70 16.200 258.00 .00 .00 4922.10 149.00 4925.18 .00 4925.32 32.39 3.05 48.91 26.18 16.200 258.00 .00 .00 4922.10 -3170.00 4930.23 4929.87 4931.74 83.59 9.96 339.58 346.72 16.200 258.00 .00 .00 4922.10 560.00 4928.05 .00 4928.22 16.00 3.31 169.33 140.01 16.200 258.00 .00 .00 4922.10 910.00 4928.86 .00 4929.13 21.79 4.17 218.59 194.95 16.200 258.00 .00 .00 4922.10 1180.00 4929.21 .00 4929.58 27.40 4.88 243.75 225.41 16.200 258.00 .00 .00 4922.10 2020.00 4929.84 .00 4930.60 47.38 7.05 297.18 293.47 16.200 258.00 .00 .00 4922.10 2410.00 4930.02 .00 4931.00 57.63 8.01 316.33 317.46 117JUL97 14:37:10 PAGE 116 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CR1WS EG 10*KS VCH AREA .01K 17.000 352.00 .00 .00 4923.80 75.00 4926.36 .00 4926.54 67.50 3.39 22.10 9.13 * 17.000 352.00 .00 .00 4923.80 149.00 4926.84 .00 4927.18 93.18 4.72 31.59 15.44 * 17.000 352.00 .00 .00 4923.80 3170.00 4933.07 .00 4933.63 36.42 7.21 783.82 525.28 ' 17.000 352.00 .00 .00 4923.80 560.00 4928.82 .00 4929.38 73.07 6.00 93.33 65.51 17.000 352.00 .00 .00 4923.80 910.00 4929.81 .00 4930.53 70.83 6.81 133.67 108.13 17.000 352.00 .00 .00 4923.80 1180.00 4930.36 .00 4931.23 74.83 7.46 158.12 136.41 17.000 352.00 .00 .00 4923.80 2020.00 4931.61 4931.03 4932.83 77.36 8.99 246.70 229.66 17.000 352.00 .00 .00 4923.80 2410.00 4932.40 4932.40 4933.21 48.95 7.81 454.42 344.45 18.000 147.00 .00 .00 4924.40 72.00 4926.98 .00 4927.09 22.91 2.57 28.07 15.04 * 18.000 147.00 .00 .00 4924.40 144.00 4927.77 .00 4927.95 31.44 3.40 42.31 25.68 18.000 147.00 .00 .00 4924.40 2730.00 4933.66 .00 4933.95 20.76 5.96 965.71 599.23 18.000 147.00 .00 .00 4924.40 540.00 4929.77 .00 4930.31 54.38 5.87 92.03 73.23 18.000 147.00 .00 .00 4924.40 870.00 4930.75 .00 4931.52 61.84 7.04 124.26 110.63 18.000 147.00 .00 .00 4924.40 1110.00 4931.33 .00 4932.24 62.11 7.71 149.73 140.85 * 18.000 147.00 .00 .00 4924.40 1830.00 4933.07 .00 4933.42 22.13 5.78 619.92 389.04 18.000 18.100 147.00 17.00 .00 4931.50 .00 4931.00 4924,41 4924.40 2150.00 72.00 4933,32 4927.03 .00 .00 4933.64 4927.13 21.48 21.47 5.85 2.50 752.75 28.78 463.90 15.54 18.100 17.00 4931.50 4931.00 4924.40 144.00 4927.83 .00 4928.00 28.86 3.30 43.66 26.80 18.100 17.00 4931.50 4931.00 4924.40 2730.00 4933.93 .00 4934.03 27.69 3.17 1083.74 518.83 18.100 17.00 4931.50 4931.00 4924.40 540.00 4929.93 .00 4930.41 47.39 5.58 96.85 78.44 18.100 17.00 4931.50 4931.00 4924.40 870.00 4930.93 .00 4931.67 121.01 6.93 125.78 79.09 18.100 17.00 4931.50 4931.00 4924.40 1110.00 4931.36 4930.37 4932.57 225.14 8.82 126.03 73.98 18.100 17.00 4931.50 4931.00 4924.40 1830.00 4933.41 .00 4933.52 34.46 3.32 758.56 311.73 18.100 18.500 17.00 5.00 4931.50 4931.50 4931.00 4431.00 4924.40 4924.40 2150.00 72.00 4933.63 4927.04 .00 .00 4933.73 4927.14 30.53 21.14 3.21 2.49 893.39 28.96 389.13 15.66 18.500 5.00 4931.50 4931.00 4924.40 144.00 4927.85 .00 4928.02 28.33 3.28 43.96 27.05 18.500 5.00 4931.50 4931.00 4924.40 2730.00 4933.95 .00 4934.05 27.43 3.16 1087.09 521.27 Page 11 - ' 18.500 5.00 4931.50 4931.00 4924.40 540.00 4929.96 .00 4930.44 46.38 5.53 97.64 79.29 18.500 5.00 4931.50 4931.00 4924.40 870.00 4930.99 .00 4931.74 136.67 •6.92 126.02 74.42 '18.500 18.500 5.00 5.00 4931.50 4931.50 4931.00 4931.00 4924.40 4924.40 1110.00 1830.00 4931.47 4933.43 4930.37 .00 4932.68 4933.53 225.14 33.42 8.82 3.28 126.03 767.91 73.98 316.53 18.500 5.00 4931.50 4931.00 4924.40 2150.00 4933.65 .00 4933.75 29.67 3.17 902.17 394.70 * 18.200 305.00 4931.50 4932.55 4926.00 72.00 4928.04 .00 4928.28 69.14 3.94 18.27 8.66 18.200 305.00 4931.50 4932.55 4926.00 144.00 4929.01 .00 4929.31 60.95 4.40 32.75 18.44 18.200 305.00 4931.50 4932.55 4926.00 2730.00 4934.40 .00 4934.50 28.07 3.00 1089.67 515.24 18.200 305.00 4931.50 4932.55 4926.00 540.00 4932.48 .00 4932.97 189.13 5.65 97.78 39.27 * 18.200 305.00 4931.50 4932.55 4926.00 870.00 4933.27 .00 4933.35 31.08 2.61 416.40 156.05 18.200 305.00 4931.50 4932.55 4926.00 1110.00 4933.86 .00 4933.90 14.24 1.96 719.04 294.19 18.200 305.00 4931.50 4932.55 4926.00 1830.00 4933.99 .00 4934.08 28.96 2.86 807.44 340.06 18.200 305.00 4931.50 4932.55 4926.00 2150.00 4934.14 .00 4934.24 28.61 2.92 914.75 401.94 1 '17JUL97 14:37:10 PAGE 117 SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CR1WS EG 10*KS VCH AREA .01K 18.600 5.00 4931.50 4932.55 4926.00 72.00 4928.09 .00 4928.32 63.11 3.81 18.89 9.06 18.600 5.00 4931.50 4932.55 4926.00 144.00 4929.05 .00 4929.34 57.46 4.30 33.52 19.00 18.600 5.00 4931.50 4932.55 4926.00 2730.00 4934.41 .00 4934.52 27.17 2.96 1101.94 523.72 18.600 5.00 4931.50 4932.55 4926.00 540.00 4933.09 .00 4933.13 18.91 1.95 346.80 124.19 18.600 5.00 4931.50 4932.55 4926.00 870.00 4933.29 .00 4933.36 30.29 2.58 420.92 158.08 18.600 5.00 4931.50 4932.55 4926.00 1110.00 4933.87 .00 4933.91 13.63 1.93 731.71 300.65 18.600 5.00 4931.50 4932.55 4926.00 1830.00 4934.00 .00 4934.09 27.92 2.82 819.20 346.33 18.600 5.00 4931.50 4932.55 4926.00 2150.00 4934.16 .00 4934.25 27.70 2.88 925.58 408.53 18.300 304.00 .00 .00 4927.13 72.00 4929.62 .00 4929.74 34.92 2.80 25.69 12.18 18.300 304.00 .00 .00 4927.13 144.00 4930.51 .00 4930.66 32.29 3.18 45.31 25.34 18.300 304.00 .00 .00 4927.13 2730.00 4935.12 4935.06 4935.88 54.22 8.27 566.74 370.75 18.300 18.300 304.00 304.00 .00 .00 .00 .00 4927.13 4927.13 540.00 870.00 4933.55 4934.01 .00 .00 4933.74 4934.36 16.03 25.79 3.50 4.82 158.66 206.84 134.86 171.33 * 18.300 304.00 .00 .00 4927.13 1110.00 4934.26 .00 4934.69 30.12 5.44 274.77 202.25 18.300 304.00 .00 .00 4927.13 1830.00 4934.73 4934.64 4935.32 41.67 6.88 424.57 283.49 18.300 304.00 .00 .00 4927.13 2150.00 4934.88 4934.84 4935.53 46.36 7.41 478.72 315.76 19.000 292.00 4934.60 4934.99 4928.53 72.00 4930.69 .00 4930.86 40.17 3.25 22.17 11.36 19.000 292.00 4934.60 4934.99 4928:53 144.00 4931.57 .00 4931.82 45.37 3.99 36.07 21.38 19.000 292.00 4934.60 4934.99 4928.53 2730.00 4937.20 .00 4937.43 66.28 4.82 734.25 335.33 *' 19.000 292.00 4934.60 4934.99 4928.53 540.00 4934.41 .00 4935.04 162.51 6.36 84.85 42.36 * 19.000 292.00 4934.60 4934.99 4928.53 870.00 4935.51 4935.35 4936.17 234.77 6.82 144.65 56.78 * 19.000 292.00 4934.60 4934.99 4928.53 1110.00 4935.90 .00 4936.51 200.79 6.81 194.68 78.34 * 19.000 292.00 4934.60 4934.99 4928:53 1830.00 4936.64 .00 4936.92 97.08 5.37 476.95 185.73 19.000 292.00 4934.60 4934.99 4928.53 2150.00 4936.86 .00 4937.11 81.39 5.08 575.63 238.31 19.500 5.00 4934.60 4934.99 4928.53 72.00 4930.72 .00 4930.88 38.86 3.21 22.44 11.55 19.500 5.00 4934.60 4934.99 4928.53 144.00 4931.60 .00 4931.84 44.18 3.95 36.44 21.66 19.500 5.00 4934.60 4934.99 4928.53 2730.00 4937.25 .00 4937.47 59.95 4.61 760.31 352.59 19.500 5.00 4934.60 4934.99 4928.53 540.00 4934.50 .00 4935.12 162.51 6.36 84.85 42.36 * ' 19.500 5.00 4934.60 4934.99 4928.53 870.00 4936.10 4935.35 4936.35 86.30 4.62 245.63 93.65 * 19.500 5.00 4934.60 4934.99 4928.53 1110.00 4936.57 .00 4936.69 40.60 3.44 453.45 174.21 19.500 5.00 4934.60 4934.99 4928.53 1830.00 4936.77 .00 4936.98 69.27 4.64 542.39 219.88 19.500 5.00 4934.60 4934.99 4928.53 2150.00 4936.94 .00 4937.16 68.51 4.72 612.80 259.74 * , 20.000 323.00 .00 .00 4931.17 72.00 4932.71 4932.52 4932.90 115.99 3.52 20.45 6.69 20.000 323.00 .00 .00 4931.17 144.00 4933.35 .00 4933.56 64.66 3.60 39.97 17.91 20.000 323.00 .00 .00 4931.17 2730.00 4938.30 .00 4938.81 38.81 6.34 628.09 438.24 *� 20.000 323.00 .00 .00 4931.17 540.00 4936.30 .00 4936.44 17.17 3.00 180.28 130.33 • 20.000 323.00 .00 .00 4931.17 870.00 4937.18 .00 4937.36 17.20 3.42 273.89 209.75 20.000 323.00 .00 .00 4931.17 1110.00 4937.34 .00 4937.59 23.10 4.09 305.30 230.97 * 20.000 323.00 .00 .00 4931.17 1830.00 4937.88 .00 4938.27 31.10 5.28 465.45 328.16 * 20.000 323.00 .00 .00 4931.17 2150,00 4938,05 .00 4938,49 33.90 5.69 532.28 369.28 1 7JUL97 14:37:10 PAGE 118 ISECNO XLCH ELTRO ELLC ELMIN 0 CWSEL CRIWS _ EG 10*KS VCH AREA .01K * 21.000 54.00 .00 .00 4931.72 72.00 4933.16 .00 4933.29 47.51 2.92 24.64 10.45 21.000 54.00 .00 .00 4931.72 144.00 4933.68 .00 4933.92 65.53 3.90 36.88 17.79 * 21.000 54.00 .00 .00 4931.72 2730.00 4938.57 4938.57 4939.41 60.51 7.91 466.21 350.94 21.000 54.00 .00 .00 4931.72 540.00 4936.36 .00 4936.58 30.32 3.78 142.81 98.07 21.000 54.00 .00 .00 4931.72 870.00 4937.22 .00 4937.51 30.20 4.34 203.54 158.31 21.000 54.00 .00 .00 4931.72 1110.00 4937.38 .00 4937.80 41.34 5.23 216.99 172.64 ' Page 12 21.000 54.00 .00 .00 4931.72 1830.00 4937.82 4937.08 4938.64 68.62 7.38 274.26 220.92 * 21.000 54.00 .00 .00 4931.72 2150.00 4937.89 4937.55 4938.96 87.10 •8.44 287.16 230.38 ' 21.100 25.00 .00 .00 4931.30 72.00 4933.31 .00 4933.34 7.52 1.45 49.54 26.26 21.100 25.00. .00 .00 4931.30 144.00 4933.92 .00 4933.99 10.98 2.09 69.03 43.46 21.100 25.00 .00 _ .00 4931.30 2730.00 4938.89 .00 4939.54 31.46 7.46 558.48 486.72 * 21.100 25.00 .00 .00 4931.30 540.00 4936.47 .00 4936.63 11.25 3.27 171.81 161.03 21.100 25.00 .00 .00 4931.30 870.00 4937.31 .00 4937.57 14.08 4.15 249.78 231.84 21.100 25.00 .00 .00 4931.30 1110.00 4937.53 .00 4937.88 19.00 4.96 278.90 254.65 21.100 25.00 .00 .00 4931.30 1830.00 4938.25 .00 4938.77 26.19 6.35 408.44 357.62 * 21.100 25.00 .00 .00 4931.30 2150.00 4938.60 .00 4939.12 26.01 6.57 483.94 421.53 '21.200 61.00 .00 .00 4931.54 72.00 4933.39 .00 4933.44 12.46 1.71 42.21 20.40 21.200 61.00 .00 .00 4931.54 144.00 4935.24 .00 4935.27 3.07 1.34 107.31 82.25 21.200 61.00 .00 .00 4931.54 2730.00 4939.27 .00 4939.73 22.30 6.50 647.97 578.08 * 21.200 61.00 .00 .00 4931.54 540.00 4937.79 .00 4937.85 3.58 2.20 330.32 285.49 21.200 61.00 .00 .00 4931.54 870.00 4938.21 .00 4938.33 6.16 3.04 409.10 350.59 21.200 61.00 .00 .00 4931.54 1110.00 4938.45 .00 4938.60 7.90 3.54 458.14 394.96 21.200 61.00 .00 .00 4931.54 1830.00 4939.03 .00 4939.28 12.40 4.73 589.16 519.58 21.200 61.00 .00 .00 4931.54 2150.00 4939.27 .00 4939.55 13.83 5.12 647.97 578.08 '22.000 175.00 .00 .00 4932.14 72.00 4933.74 4933.74 4934.16 226.22 5.21 13.81 4.79 22.000 175.00 .00 .00 4932.14 144.00 4935.31 .00 4935.41 24.89 2.62 54.95 28.87 * 22.000 175.00 .00 .00 4932.14 2730.00 4939.41 .00 4940.42 55.48 8.89 389.97 366.50 22.000 175.00 .00 .00 4932.14 540.00 4937.84 .00 4937.97 9.84 2.95 212.99 172.10 22.000 175.00 .00 .00 4932.14 870.00 4938.29 .00 4938.51 15.94 4.05 257.94 217.92 22.000 175.00 .00 .00 4932.14 1110.00 4938.54 .00 4938.84 20.21 4.75 284.96 246.90 * 22.000 175.00 .00 .00 4932.14 1830.00 4939.12 .00 4939.67 32.15 6.51 352.14 322.76 * 22.000 175.00 .00 .00 4932.14 2150.00 4939.35 .00 4940.00 36.55 7.15 380.45 355.62 ' 23.000 249.00 .00 .00 4932.67 72.00 4935.24 .00 4935.32 18.62 2.20 32.79 16.69 23.000 249.00 .00 .00 4932.67 144.00 4935.92 .00 4936.05 25.62 2.92 49.28 28.45 * 23.000 249.00 .00 .00 4932.67 2730.00 4940.92 4940.92 4942.66 88.91 10.81 283.56 289.52 23.000 249.00 .00 .00 4932.67 540.00 4938.10 .00 4938.41 28.21 4.47 120.90 101.66 23.000 249.00 .00 .00 4932.67 870.00 4938.67 .00 4939.24 45.67 6.08 143.03 128.74 23.000 249.00 .00• .00 4932.67 1110.00 4938.99 .00 4939.78 57.97 7.10 156.35 145.79 * 23.000 249.00 .00 .00 4932.67 1830.00 4939.73 .00 4941.20 92.57 9.74 188.65 190.20 * 23.000 249.00 .00 .00 4932.67 2150.00 4939.97 4939.70 4941.79 108.46 10.83 200.44 206.45 1 17JUL97 14:37:10 PAGE 119 ' SECNO XLCH ELTRD ELLC ELMIN 0 CWSEL CRIWS EG 10*KS VCH AREA 01K * 23.100 18.00 .00 .00 4938.45 72.00 4940.11 4940.11 4940.36 160.60 4.10 19.72 5.68 * 23.100 18.00 .00 .00 4938.45 144.00 4940.40 4940.40 4940.71 189.36 4.79 35.58 10.46 23.100 18.00 .00 .00 4938.45 MOM M 4943.31 4943.31 4944.06 104.32 8.68 465.61 267.28 23.100 18.00 .00 .00 4938.45 540.00 4941.22 4941.22 4941.76 208.82 6.28 92.86 37.37 23.100 18.00 .00 .00 4938.45 870.00 4941.62 4941.62 4942.36 205.37 7.39 128.15 60.71 * 23.100 18.00 .00 .00 4938.45 1110.00 4941.90 4941.90 4942.73 188.66 7.92 155.49 80.81 23.100 18.00 .00 .00 4938.45 1830.00 4942.77 4942.77 4943.49 113.33 8.00 299.12 171.90 23.100 18.00 .00 .00 4938.45 2150.00 4942.99 4942.99 4943.72 107.88 8.24 361.05 207.00 * 23.200 7.00 .00 .00 4937.13 72.00 4940.38 .00 4940.39 2.09 .81 94.76 49.75 23.200 7.00 .00 .00 4937.13 144.00 4940.72 .00 4940.75 4.50 1.28 121.41 67.86 23.200 7.00 .00 .00 4937.13 2730.00 4943.60 .00 49".12 38.74 6.69 604.91 438.61 23.200 7.00 .00 .00 4937.13 540.00 4941.71 .00 4941.83 14.08 2.84 207.81 143.91 23.200 7.00 .00 .00 4937.13 870.00 4942.26 .00 4942.45 18.90 3.69 261.66 200.11 * 23.200 7.00 .00 .00 4937.13 1110.00 4942.59 .00 4942.82 20.88 4.14 312.18 242.93 23.200 7.00 .00 .00 4937.13 1830.00 4943.21 .00 4943.56 27.47 5.31 466.27 349.18 23.200 7.00 .00 .00 4937.13 2150.00 4943.38 .00 4943.79 31.12 5.80 522.29 385.39 * 24.000 294.00 .00 .00 4937.85 72.00 4940.42 .00 4940.43 .98 .68 106.88 72.75 24.000 24.000 294.00 294.00 .00 .00 .00 .00 4937,85 4937.85 144.00 2730.00 4940,82 4944.50 .00 .00 4940.84 4944.90 2.35 19.96 1.15 5.93 126.66 639.09 93.86 611.00 24.000 294.00 .00 .00 4937.85 540.00 4942.03 .00 4942.15 8.75 2.81 219.89 182.52 24.000 294.00 .00 .00 4937.85 870.00 4942.69 .00 4942.86 10.90 3.49 321.68 263.47 24.000 294.00 .00 .00 4937.85 1110.00 4943.08 .00 4943.27 11.82 3.84 384.66 322.85 24.000 294.00 .00 .00 4937.85 1830.00 4943.87 .00 4944.15 15.35 4.84 518.48 467.15 24.000 294.00 .00 .00 4937.85 2150.00 4944.12 .00 4944.44 17.02 5.25 564.50 521.11 1 171UL97 14:37:10 PAGE 120 FOSSIL CREEK, LOW FLOW 0 1 Page 13 1 17JUL97 14:37:10 FOSSIL CREEK, LOW FLOW 0 IMMARY PRINTOUT TABLE 150 SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 1.000 100.00 4894.64 .00 .00 .00 20.31 .00 1.000 200.00 4895.34 .70 .00 .00 21.59 .00 1.000 4170.00 4907.25 11.91 .00 .00 298.00 .00 1.000 750.00 4897,88 -9.37 .00 .00 44.011 .00 1.000 1210.00 4899.56 1.68 .00 .00 51.59 .00 1.000 1570.00 4900.72 1.16 .00 .00 66.86 .00 1.000 2710.00 4903.92 3.20 .00 .00 135.30 .00 1.000 3210.00 4906.19 2.27 .00 .00 261.66 .00 2.000 100.00 4895.45 .00 .81 .00 16.03 196.00 2.000 200.00 4896.40 .95 1.06 .00 17.58 196.00 2.000 4170.00 4907.37 10.97 .12 .00 239.69 196.00 ' 2.000 2.000 750.00 1210.00 4898.88 4900.22 -8.49 1.34 1.00 .66 .00 .00 35.37 41.74 196.00 196.00 2.000 1570.00 4901.16 .94 .44 .00 52.80 196.00 2.000 2710.00 4904.18 3.01 .26 .00 168.74 196.00 2.000 3210.00 4906.32 2.15 .13 .00 211.47 196.00 ' 3.000 100.00 4896.06 .00 .61 .00 17.82 444.00 3.000 200.00 4897.26 1.19 .86 .00 18.46 444.00 * 3.000 4170.00 4907.45 10.19 .08 .00 127.94 444.00 3.000 750.00 4900.80 -6.65 1.92 .00 38.92 444.00 3.000 1210.00 4902.26 1.46 2.04 .00 46.97 444.00 3.000 1570.00 4903.12 .86 1.95 .00 54.34 444.00 3.000 2710.00 4905.00 1.88 .82 .00 83.90 444.00 * 3.000 3210.00 4906.48 1.48 .16 .00 110.56 444.00 4.000 100.00 4897.52 .00 1.45 .00 12.43 560.00 4.000 200.00 4898.73 1.22 1.48 .00 13.95 560.00 4.000 4170.00 4908.68 9.94 1.23 .00 119.73 560.00 ' 4.000 4.000 750.00 1210.00 4902.19 4903.62 -6.49 1.43 1.39 1.36 .00 .00 68.10 72.16 560.00 560.00 4.000 1570.00 4904.51 .89 139 .00 74.72 560.00 * 4.000 2710.00 4906.57 2.06 1.57 .00 93.20 560.00 4.000 3210.00 4907.62 1.05 1.14 .00 105.85 560.00 ' 5.000 100.00 4899.03 .00 1.51 .00 21.47 512.00 5.000 200.00 4900.26 1.23 1.52 .00 26.10 512.00 5.000 4170.00 4909.40 9.14 .72 .00 207.32 512.00 5.000 750.00 4903.09 -6.30 .91 .00 75.88 512.00 ' 5.000 1210.00 4904.39 1.29 .77 .00 86.87 512.00 5.000 1570.00 4905.24 .85 .73 .00 91.57 512.00 5.000 2710.00 4907.29 2.05 .72 .00 144.21 512.00 5.000 3210.00 4908.27 .98 .64 .00 169.69 512.00 17JUL97 14:37:10 ' SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH * 6.000 75.00 4899.49 .00 .46 .00 8.98 235.00 * 6.000 149.00 4900.61 1.12 :35 .00 10.72 235.00 6.000 3170.00 4909.38 8.77 -.02 .00 140.17 235.00 6.000 560.00 4903.52 -5.86 .43 .00 35.36 235.00 6.000 910.00 4904.71 1.19 .32 .00 39.86 235.00 * 6.000 1180.00 4905.46 .75 .22 .00 42.73 235.00 6.000 2020.00 4907.31 1.85 .03 .00 54.81 235.00 6.000 2410.00 4908.21 .90 -.05 .00 96.83 235.00 * 6.100 75.00 4900.96 .00 1.47 .00 13.61 347.00 * 6.100 149.00 4902.17 1.22 1.56 .00 18.25 347.00 6.100 3170.00 4910.52 8.35 1.15 .00 87.96 347.00 6.100 560.00 4905.26 -5.26 1.74 .00 29.84 347.00 6.100 910.00 4906.50 1.24 1.80 .00 34.82 347.00 6.100 1180.00 4907.26 .76 1.80 .00 37.98 347.00 ' Page 1 PAGE 120 PAGE 121 ' 6.100 2020.00 4909.08 1.81 1.76 .00 45.64 347.00 6.100 2410.00 4909.69 .61 1.48 .00 59.78 347.00 ' 7.000 75.00 • 4901.94 .00 .99 .00 10.14 330.00 7.000 149.00 4903.11 1.17 .94 .00 13.40 330.00 * 7.000 3170.00 4912.34 9.23 1.82. .00 138.23 330.00 7.000 560.00 4906.27 -6.08 1.00 .00 38.18 330.00 7.000 910.00 4907.65 1.39 1.15 .00 46.18 330.00 ' 7.000 1180.00 4908.51 .85 1.24 .00 51.07 330.00 7.000 2020.00 4910.51 2.01 1.44 .00 89.06 330.00 7.000 2410.00 4911.23 .71 1.54 .00 109.65 330.00 ' 8.000 75.00 4903.23 .00 1.29 .00 11.85 343.00 8.000 149.00 4904.48 1.25 1.37 .00 16.25 343.00 * 8.000 3170.00 4912.93 8.45 .59 .00 75.39 343.00 8.000 560.00 4907.48 -5.45 1.22 .00 31.26 343.00 8.000 910.00 4908.77 1.28 1.12 .00 35.64 343.00 ' 8.000 1180.00 4909.57 .80 1.06 .00 38.42 343.00 8.000 2020.00 4911.38 1.81 .87 .00 55.69 343.00 8.000 2410.00 4911.99 .61 .77 .00 63.39 343.00 9.000 75.00 4904.99 .00 1.76 .00 8.65 447.00 9.000 149.00 4906.18 1.18 1.70 .00 14.06 447.00 9.000 3170.00 4914.95 8.77 2.02 .00 114.78 447.00 9,000 560,00 4908*98 -5,97 1,49 .00 42.58 447.00 9.000 910.00 4910.26 1.28 1.49 .00 49.65 447.00 9.000 1180.00 4911.09 .83 1.52 .00 54.07 447.00 9.000 2020.00 4913.08 1.99 1.70 .00 91.70 447.00 9.000 2410.00 4913.80 .72 1.81 .00 100.82 447.00 17JUL97 14:37:10 SECNO 0 CWSEL DIFWSP DIFWSX DIFWWS TOPWID XLCH 9.100 75.00 4906.08 .00 1.09 .00 20.05 310.00 * 9.100 149.00 4907.28 1.20 1.10 .00 26.77 310.00 9.100 3170.00 4915.60 8.32 .65 .00 194.94 310.00 ' 9.100 560.00 4910.05 -5.56 1.07 .00 44.08 310.00 9.100 910.00 4911.19 1.14 .93 .00 84.04 310.00 * 9.100 1180.00 4911.95 .76 .86 .00 86.63 310.00 9.100 2020.00 4913.83 1.88 .75 .00 95.48 310.00 I 9.100 2410.00 4914.49 .67 .69 .00 136.58 310.00 * 9.200 75.00 4906.53 .00 .45 .00 11.19 305.00 * 9.200 149.00 4907.69 1.16 .40 .00 12.96 305.00 9.200 3170.00 4915.80 8.11 .20 .00 80.99 305.00 ' 9.200 560.00 4910.60 -5.20 .55 .00 34.46 305.00 9.200 910.00 4911.74 1.14 .55 .00 43.41 305.00 * 9.200 1180.00 4912.41 .67 .46 .00 48.19 305.00 9.200 2020.00 4914.09 1.68 .26 .00 58.66 305.00 9.200 2410.00 4914.69 .61 .20 .00 63.89, 305.00 10.000 75.00 4906.62 .00 .09 .00 11.34 20.00 10.000 149.00 4907.78 1.16 .10 .00 13.11 20.00 10.000 3170.00 4916.12 8.34 .32 .00 85.96 20.00 10.000 560.00 4910.77 -5.35 .17 .00 35.82 20.00 10.000 910.00 4911.93 1.15 .19 .00 44.89 20.00 10.000 1180.00 4912.60 .68 .19 .00 49.37 20.00 2020.00 4914.27 1.67 .19 .00 59.81 20.00 '10.000 10.000 2410.00 4914.88 .60 .19 .00 66.30 20.00 10.100 75.00 4907.80 .00 1.17 .00 11.15 400.00 10.100 149.00 4909.06 1.27 1.28 .00 13.74 400.00 10.100 3170.00 4917.68 8.62 1.56 .00 208.17 400.00 10.100 560.00 4912.52 -5.16 1.75 .00 41.35 400.00 10.100 910.00 4913.75 1.23 1.82 .00 52.74 400.00 10.100 1180.00 4914.42 .67 1.82 .00 90.16 400.00 10.100 2020.00 4915.99 1.57 1.72 .00 177.12 400.00 10.100 2410.00 4916.59 .60 1.71 .00 188.20 400.00 11.000 75.00 4909.30 .00 1.51 .00 10.55 523.00 11.000 149.00 4910.63 1.33 1.56 .00 14.53 523.00 11.000 3170.00 4918.47 7.85 .79 .00 361.93 523.00 11.000 560.00 4913.97 -4.50 1.45 .00 31.86 523.00 11.000 910.00 4915.27 1.30 1.52 .00 36.84 523.00 11.000 1180.00 4915.97 .70 1.55 .00 39.66 523.00 Page 2 PAGE 122 1 11.000 2020.00 4917.23 1.26 1.23 .00 309.73 523.00 * 11.000 2410.00 4917.64 .42 1.06 .00 334.08 523.00 1 17JUL97 14:37:10 ' SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 12.000 75.00 4910.47 .00 1.16 .00 14.51 501.00 12.000 149.00 4911.79 1.33 1.16 .00 16.55 501.00 3170.00 4919.49 7.70 1.02 .00 142.73 501.00 '12.000 12.000 560.00 4915.10 -4.39 1.13 .00 43.72 501.00 12.000 910.00 4916.54 1.44 1.28 .00 51.25 501.00 ` 12.000 1180.00 4917.39 .85 1.42 .00 55.70 501.00 " 12.000 2020.00 4919.02 1.63 1.79 .00 123.13 501.00 '12.000 2410.00 4919.24 .22 1.60 .00 132.47 501.00 12.100 75.00 4911.01 .06 .54 .00 17.02 370.00 12.100 149.00 4912.31 1.30 .52 .00 22.23 370.00 12.100 12.100 3170,00 560.00 4920*53 4915.64 8.22 -4.89 1,03 .53 .00 .00 135,99 35.55 370,00 370.00 12.100 910.00 4917.09 1.45 .55 .00 41.37 370.00 12.100 1180.00 4917.96 .87 .57 .00 44.83 370.00 12.100 2020.00 4919.62 1.66 .60 .00 58.88 370.00 12.100 2410.00 4919.97 .35 .72 .00 64.48 370.00 12.200 75.00 4911.52 .00 .51 .00 16.32 300.00 12.200 149.00 4912.74 1.22 .43 .00 21.81 300.00 3170.00 4921.79 9.06 1.27 .00 220.62 300.00 '12.200 12.200 560.00 4916.06 -5.74 .42 .00 36.44 300.00 12.200 910.00 4917.57 1.51 .47 .00 42.77 300.00 12.200 1180.00 4918.47 .91 .52 .00 46.57 300.00 12,200 2020*00 4920,32 1.84 .70 .00 100.92 300.00 12.200 2410.00 4920.84 .52 .87 .00 179.30 300.00 13.000 75.00 4912.38 .00 .86 .00 8.92 308.00 ` 13.000 149.00 4913.45 1.07 .71 .00 11.85 308.00 13.000 3170.00 4922.12 8.67 .33 .00 124.07 308.00 13.000 560.00 4916.60 -5.51 .55 .00 27.96 308.00 13.000 910.00 4918.09 1.48 .52 .00 32.64 308.00 ' 13.000 1180.00 4918.99 .90 .51 .00 35.24 308.00 ' 13.000 2020.00 4920.86 1.87 .54 .00 70.01 308.00 13.000 2410.00 4921.39 .53 .55 .00 89.00 308.00 13.100 75.00 4913.98 .00 1.60 .00 12.62 392.00 " 13.100 149.00 4915.22 1.25 1.78 .00 14.74 392.00 3170.00 4924.44 9.22 2.33 .00 178.24 392.00 '13.100 13.100 560.00 4918.56 -5.89 1.95 .00 26.07 392.00 13.100 910.00 4919.99 1.43 1.90 .00 30.95 392.00 13.100 1180.00 4920.85 .86 1.87 .00 31.85 392.00 2020*00 4922*91 2,06 2,05 .00 117,96 392.00 '13.100 13.100 2410.00 4923.53 .62 2.15 .00 148.48 392.00 1 M UL97 14:37:10 SECNO 0 CWSEL DIFWSP DIFWSX DIFWSS TOPWID XLCH 13.200 75.00 4915.33 .00 1.36 .00 12.45 500.00 13.200 149.00 4916.52 1.18 1.29 .00 14.11 500.00 13.200 3170.00 4926.05 9.53 1.61 .00 600.00 500.00 13.200 560.00 4920.08 -5.97 1.52 .00 20.03 500.00 13.200 910.00 4921.87 1.79 1.88 .00 37.09 500.00 1180.00 4922.75 .88 1.90 .00 52.24 500.00 '13.200 13.200 2020.00 4924.89 2.13 1.97 .00 288.90 500.00 13.200 2410.00 4925.37 .48 1.83 .00 552.65 500.00 14.000 14.000 75.00 149.00 4917,14 4918.12 .00 .98 1.81 1.60 .00 .00 9,21 10.80 328.00 328.00 14.000 3170.00 4926.51 8.40 .46 .00 439.94 328.00 14.000 560.00 4921.71 -4.80 1.63 .00 49.91 328.00 14.000 910.00 4923.36 1.65 1.49 .00 81.23 328.00 14.000 1180.00 4924.13 .77 1.38 .00 164.55 328.00 14.000 2020.00 4925.75 1.62 .86 .00 391.33 328.00 14.000 2410.00 4926.06 .31 .69 .00 416.20 328.00 PAGE 123 PAGE 124 ' Page 3 14.100 75.00 4918.05 .00 .91 .00 11.05 202.00 * 14.100 149.00 4919.27 1.22 1.15 .00 11.99 202.00 14.100 3170.00 4926.59 7.33 .08 .00 416.71 202.00 14.100 560.00 4922.70 -3.89 .99 .00 46.04 202.00 14.100 910.00 4923.97 1.27 .61 .00 69.10 202.00 14.100 1180.00 4924.62 .65 .48 .00 80.60 202.00 * 14.100 2020.00 4925.86 1.24 .11 .00 274.61 202.00 ' 14.100 2410.00 4926.14 .28 .08 .00 365.36 202.00 14.200 75.00 4919.10 .00 1.05 .00 16.08 460.00 14.200 149.00 4920.36 1.26 1.09 .00 21.01 460.00 14.200 3170.00 4927.74 7.39 1.15 .00 751.32 460.00 14.200 560.00 4924.03 -3.72 1.33 .00 55.89 460.00 14.200 910.00 4925.35 1.32 1.38 .00 98.02 460.00 • 14.200 1180.00 4926.01 .66 1.39 .00 658.11 460.00 * 14.200 2020.00 4927.03 1.03 1.18 .00 673.48 460.00 14.200 2410.00 4927.32 .28 1.18 .00 704.49 460.00 15.000 75.00 4919.94 .00 .64 .00 11.55 292.00 * 15.000 149.00 4921.02 1.08 .66 .00 12.51 292.00 3170.00 4927.86 6.85 .12 .00 579.17 292.00 '15.000 15.000 560.00 4924.53 -3.33 .50 .00 52.39 292.00 15.000 910.00 4925.87 1.34 .52 .00 73.06 292.00 15.000 1180.00 4926.51 .64 .51 .00 87.82 292.00 15.000 2020.00 4927.14 .63 .11 .00 249.54 292.00 15.000 2410.00 4927.30 .16 -.02 .00 326.92 292.00 1 17JUL97 14:37:10 SECNO 0 CWSEL DIFWSP DIFWSX DIFWSS TOPWID XLCH 15.100 75.00 4921.86 .00 1.92 .00 12.21 418.00 15.100 149.00 4922.92 1.06 1.91 .00 14.06 418.00 15.100 3170.00 4929.32 6.40 1.46 .00 674.07 418.00 15.100 560.00 4925.99 -3.33 1.46 .00 62.92 418.00 15.100 910.00 4927.03 1.04 1.17 .00 78.77 418.00 15.100 1180.00 4927.63 .59 1.12 .00 168.74 418.00 15.100 2020.00 4928.63 1.00 1.49 .00 645.83 418.00 15.100 2410.00 4928.94 .31 1.64 .00 658.50 418.00 75.00 4922.44 .00 .58 .00 17.06 218.00 '15.200 15.200 149.00 4923.57 1.13 .65 .00 25.50 218.00 15.200 3170.00 4929.62 6.05 .30 .00 600.99 218.00 * 15.200 560.00 4926.60 -3.03 .60 .00 53.24 218.00 15.200 910.00 4927.64 1.05 .61 .00 105.52 218.00 1180.00 4928.23 .59 .60 .00 445.52 218.00 '15.200 15.200 2020.00 4929.02 .78 .39 .00 570.46 218.00 15.200 2410.00 4929.26 .25 .32 .00 582.96 218.00 75.00 4922.87 .00 .43 .00 26.42 220.00 '16.000 16.000 149.00 4923.94 1.06 .36 .00 32.56 220.00 16.000 3170.00 4929.87 5.93 .25 .00 470.17 220.00 16.000 560.00 4926.97 -2.90 .37 .00 58.84 220.00 16.000 910.00 4928,10 1.13 .45 .00 119.94 220.00 16.000 1180.00 4928.61 .51 .38 .00 337.96 220.00 16.000 2020.00 4929.29 .68 .27 .00 423.68 220.00 16.000 2410.00 4929.51 .23 .25 .00 441.82 220.00 16.100 75.00 4923.03 .00 .16 .00 16.61 14.00 16.100 149.00 4924.57 1.54 .64 .00 23.10 14.00 16.100 3170.00 4929.79 5.22 -.08 .00 448.22 14.00 16.100 560.00 4927.66 -2.13 .69 .00 73.16 14.00 910.00 4928,33 .67 .23 .00 263.77 14.00 16.100 1180.00 4928.62 .30 .02 .00 349.35 14.00 '16.100 16.100 2020.00 4929.44 .81 .15 .00 418.45 14.00 16.100 2410.00 4929.79 .35 .28 .00 448.22 14.00 75.00 4924.38 .00 1.35 .00 25.52 258.00 I16.200 16.200 149.00 4925.18 .80 .60 .00 31.03 258.00 16.200 3170.00 4930.23 5.06 .44 .00 111.00 258.00 16.200 560.00 4928.05 -2.18 .39 .00 55.87 258.00 16.200 910.00 4928.86 .81 .53 .00 67.52 258.00 16.200 1180.00 4929.21 .35 .59 .00 74.82 258.00 16.200 2020.00 4929.84 .62 .40 .00 100.54 258.00 16.200 2410.00 4930.02 .18 .23 .00 105.39 258.00 ' Page 4 n 0 PAGE 125 17JUL97 14:37:10 ' SECNO O CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 17.000 75.00 4926.36 .00 1.98 .00 19.13 352.00 17.000 149.00 4926.84 .48 1.66 .00 21.21 352.00 17.000 3170.00 4933.07 6.23 2.83 .00 606.06 352.00 17.000 560.00 4928.82 -4.25 .77 .00 37.43 352.00 17.000 910.00 4929.81 .99 .95 .00 43.47 352.00 17.000 1180.00 4930.36 .55 1.15 .00 46.75 352.00 17.000 2020.00 4931.61 1.24 1.77 .00 142.17 352.00 17.000 2410.00 4932.40 .80 2.39 .00 387.27 352.00 * 18.000 72.00 4926.98 .00 .63 .00 16.00 147.00 18.000 144.00 4927.77 .78 .93 .00 20.26 147.00 ' 18.000 2730.00 4933.66 5.89 .59 .00 620.65 147.00 18.000 540.00 4929.77 -3.88 .95 .00 29.50 147.00 18.000 870.00 4930.75 .98 .94 .00 38.57 147.00 ' 18.000 18.000 1110,00 1830.00 4931,33 4933.07 .58 1.74 .97 1.47 .00 .00 50.84 506.72 147.00 147.00 18.000 2150.00 4933.32 .24 .91 .00 570.65 147.00 18.100 72.00 4927.03 .00 .04 .00 16.25 17.00 18.100 144.00 4927.83 .81 .07 .00 20.57 17.00 ' 18.100 2730.00 4933.93 6.10 .27 .00 623.18 17.00 18.100 540.00 4929.93 -4.00 .15 .00 30.25 17.00 18.100 870.00 4930.93 1.00 .17 .00 42.20 17.00 18.100 1110.00 4931.36 .44 .03 .00 51.52 17.00 18.100 1830.00 4933.41 2.05 .34 .00 596.47 17.00 18.100 2150.00 4933.63 .22 .32 .00 620.35 17.00 18.500 72.00 4927.04 .00 .01 .00 16.31 5.00 18.500 144.00 4927.85 .81 .02 .00 20.64 5.00 18.500 2730.00 4933.95 6.09 .01 .00 623.23 5.00 18.500 540.00 4929.96 -3.98 .03 .00 30.37 5.00 18.500 870.00 4930.99 1.03 .07 .00 43.59 5.00 18.500 1110.00 4931.47 .48 .11 .00 53.95 5.00 18.500 1830.00 4933.43 1.96 .02 .00 600.52 5.00 18.500 2150.00 4933.65 .22 .02 .00 620.48 5.00 * 18.200 72.00 4928.04 .00 1.00 .00 12.64 305.00 18.200 144.00 4929.01 .97 1.16 .00 17.72 305.00 18.200 2730.00 4934.40 5.39 .45 .00 698.23 305.00 18.200 540.00 4932.48 -1.92 2.52 .00 50.60 305.00 • 18.200 870.00 4933.27 .79 2.28 .00 400.15 305.00 18.200 1110.00 4933.86 .59 2.39 .00 645.55 305.00 18.200 1830.00 4933.99 .12 .55 .00 685.58 305.00 18.200 2150.00 4934.14 .15 .49 .00 692.95 305.00 1 - ' 17JUL97 14:37:10 SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 18.600 72.00 4928.09 .00 .05 .00 12.82 5.00 18.600 144.00 4929.05 .96 .05 .00 17.97 5.00 18.600 2730.00 4934.41 5.36 .02 .00 698.60 5.00 18.600 540.00 4933.09 -1.33 .61 .00 327.35 5.00 18.600 870.00 4933.29 .20 .02 .00 405.08 5.00 18.600 1110.00 4933.87 .58 .01 .00 651.43 5.00 18.600 1830.00 4934.00 .13 .02 .00 690.05 5.00 18.600 2150.00 4934.16 .15 .02 .00 693.28 5.00 '18.300 72.00 4929.62 .00 1.53 .00 18.38 304.00 18.300 144.00 4930.51 .88 1.45 .00 25.71 304.00 18.300 2730.00 4935.12 4.61 .71 .00 407.52 304.00 '18.300 18.300 540.00 870.00 4933,51 4934.01 -1.57 .46 .46 .72 .00 .00 66.14 246.22 304.00 304.00 18.300 1110.00 4934.26 .26 .39 .00 283.77 304.00 18.300 1830.00 4934.73 .47 .73 .00 352.73 304.00 18.300 2150.00 4934.88 .15 .73 .00 374.55 304.00 '19.000 72.00 4930.69 .00 1.07 .00 13.81 292.00 19.000 144.00 4931.57 .88 1.06 .00 18.18 292.00 19.000 2730.00 4937.20 5.63 2.08 .00 474.93 292.00 Page 5 PAGE 126 PAGE 127 1 19.000 540.00 4934.41 -2.78 .87 .00 33.61 292.00 * 19.000 870.00 4935.51 1.10. 1.50 .00 111.81 292.00 * 19.000 1110.00 4935.90 .39 1.63 .00 147.62 292.00 19.000 1830.00 4936.64 .74 1.90 .00 439.11 292.00 19.000 2150.00 4936.86 .22 1.97 .00 453.18 292.00 19.500 72.00 4930.72 .00 .02 .00 13.88 5.00 19.500 144.00 4931.60 .88 .03 .00 18.29 5.00 ' 19.500 2730.00 4937.25 5.65 .05 .00 478.41 5.00 19.500 540.00 4934.50 -2.76 .08 .00 34.06 5.00 * 19.500 870.00 4936.10 1.60 .59 .00 410.80 5.00 19.500 1110.00 4936.57 .48 .67 .00 435.69 5.00 19.500 1830.00 4936.77 .20 .14 .00 448.49 5.00 19.500 2150.00 4936.94 .16 .08 .00 458.37 5.00 * 20.000 72.00 4932.71 .00 1.99 .00 27.08 323.00 20.000 144.00 4933.35 .65 1.76 .00 32.96 323.00 ' 20.000 2730.00 4938.30 4.95 1.05 .00 397.37 323.00 20.000 540.00 4936.30 -2.01 1.80 .00 72.96 323.00 • 20.000 870.00 4937.18 .88 1.08 .00 185.17 323.00 20.000 1110,00 4937.34 .76 .00 224.55 323.00 ' 20.000 1830.00 4937.88 .16 .54 1.11 .00 364.27 323.00 20.000 2150.00 4938.05 .17 1.12 .00 395.43 323.00 1 17JUL97 14:37:10 SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH '21.000 72.00 4933.16 .00 .45 .00 21.56 54.00 21.000 144.00 4933.68 .52 .33 .00 26.54 54.00 * 21.000 2730.00 4938.57 4.88 .26 .00 293.27 54.00 21.000 540.00 4936.36 -2.21 .06 .00 61.63 54.00 21.000 870.00 4937.22 .86 .04 .00 80.18 54.00 21.000 1110.00 4937.38 .16 .05 .00 95.68 54.00 21.000 1830.00 4937.82 .44 -.06 .00 168.77 54.00 * 21.000 2150.00 4937.89 .07 -.17 .00 181.21 54.00 21.100 72.00 4933.31 .00 .15 .00 30.59 25.00 21.100 144.00 4933.92 .62 .24 .00 32.72 25.00 21.100 2730.00 4938.89 4.97 .33 .00 254.41 25.00 * 21.100 540.00 4936.47 -2.42 .11 .00 56.94 25.00 21.100 870.00 4937.31 .85 .09 .00 128.21 25.00 21.100 1110.00 4937.53 .21 .15 .00 146.61 25.00 21.100 1830.00 4938.25 .73 .44 .00 208.01 25.00 * 21.100 2150.00 4938.60 .34 .71 .00 232.52 25.00 '21.200 72.00 4933.39 .00 .09 .00 31.01 61.00 21.200 144.00 4935.24 1.85 1.32 .00 40.41 61.00 21.200 2730.00 4939.27 4.03 .38 .00 253.02 61.00 * 21.200 540.00 4937.79 -1.48 1.32 .00 172.59 61.00 21.200 870.00 4938.21 .42 .90 .00 197.88 61.00 21.200 1110.00 4938.45 .24 .92 .00 210.38 61.00 21.200 1830.00 4939.03 .58 .78 .00 240.62 61.00 21.200 2150.00 4939.27 .24 .67 .00 253.02 61.00 22.000 72.00 4933.74 .00 .35 .00 16.72 175.00 22.000 144.00 4935.31 1.57 .06 .00 35.78 175.00 * 22.000 2730.00 4939.41 4.11 .14 .00 136.19 175.00 * 22.000 540.00 4937.84 -1.57 .05 .00 95.57 175.00 22.000 870.00 4938.29 .45 .08 .00 104.91 175.00 22.000 1110.00 4938.54 .25 .09 .00 109.53 175.00 22.000 1830.00 4939.12 .58 .09 .00 121.65 175.00 * 22.000 2150.00 4939.35 .22 .08 .00 132.68 175.00 23.000 72.00 4935.24 .00 1.50 .00 21.87 249.00 23.000 144.00 4935.92 .68 .61 .00 27.24 249.00 * 23.000 2730.00 4940.92 5.00 1.51 .00 100.87 249.00 23.000 540.00 4938.10 -2.82 .26 .00 37.60 249.00 23.000 870.00 4938.67 .57 .38 .00 40.07 249.00 23.000 1110.00 4938.99 .33 .45 .00 41.48 249.00 * 23.000 1830.00 4939.73 .74 .61 .00 48.43 249.00 * 23.000 2150.00 4939.97 .24 .62 .00 51.92 249.00 1 17JUL97 14:37:10 ' Page 6 PAGE 128 PAGE 129 �II SECNO 0 CWSEL DIFWSP DIFWSX DIFKWS TOPWID XLCH 23.100 72.00 4940.11 .00 4.86 .00 48.39 18.00 23.100 144.00 4940.40 .30 4.49 .00 57.58 18.00 23.100 2730.00 4943.31 2.90 2.39 .00 363.66 18.00 " 23.100 540.00 4941.22 -2.09 3.12 .00 82.67 18.00 23.100 870.00 4941.62 .40 2.95 .00 94.80 18.00 23.100 1110.00 4941.90 .28 2.90 .00 103.38 18.00 23.100 1830.00 4942.77 .87 3.04 .00 - 252.73 18.00 " 23.100 2150.00 4942.99 .22 3.02 .00 299.32 18.00 23.200 72.00 4940.38 .00. .27 .00 73.97 7.00 ' 23.200 144.00 4940.72 .35 .32 .00 79.80 7.00 23.200 2730.00 4943.60 2.88 .29 .00 402.86 7.00 " 23.200 540.00 4941.71 -1.89 .49 .00 91.18 7.00 23.200 870.00 4942.26 .54 .64 .00 128.09 7.00 23.200 1110.00 4942.59 .33 .69 .00 177.78 7.00 23.200 1830.00 4943.21 .62 .44 .00 316.86 7.00 " 23.200 2150.00 4943.38 .17 .39 .00 354.14 7.00 24.000 72.00 4940.42 .00 .04 .00 47.97 294.00 24.000 144.00 4940.82 .40 .10 .00 50.72 294.00 24.000 2730.00 4944.50 3.68 .90 .00 199.38 294.00 24.000 540.00 4942.03 -2.47 .32 .00 150.62 294.00 24.000 870.00 4942.69 .66 .44 .00 159.59 294.00 ' 24.000 1110.00 4943.08 .39 .49 .00 164.89 294.00 24.000 1830.00 4943.87 .78 .65 .00 178.76 294.00 24.000 2150.00 4944.12 .25 .73 .00 185.88 294.00 17JUL97 14:37:10 IUMMARY OF ERRORS AND SPECIAL NOTES ,RNING SECNO= 2.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE RNING SECNO= 2.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 3.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE RNING SECNO= 3.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE RNING SECNO= 3.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE RNING SECNO= 3.000 PROFILE= 8 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE RNING SECNO= 4.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 4.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 4.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 4.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 5.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 5.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 6.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 6.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 6.000 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6.000 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6.000 PROFILE= 6 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 6.000 PROFILE= 7 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 6.000 PROFILE= 8 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 6.100 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 6.100 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 6.100 PROFILE= 4 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 6.100 PROFILE= 5 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 7.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 7.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 7.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 8.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 8.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE NING SECNO= 8.000 PROFILE= 3 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE WARNING SECNO= 9.000 PROFILE= 1 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' Page 7 PAGE 130 IRNING SECNO= 9.000 PROFILE= 2 CONVEYANCE CHANGE OUTSIDE ACCEPTABLE RANGE ' Page 8 I 1 1 J 7 APPENDIX F WATER QUALITY PONDS 1 ' DRAINAGE CRITERIA MANUAL (V. 3) STORMWATER QUALITY MANAGEMENT however, when using the practice of minimizing directly connected impervious areas in combination ' with extended detention basins, retention ponds, wetlands, and other practices depended on a design capture volume. Whenever applicable, the needed modifications are described in the appropriate Structural BMP section. 5.4.2 Water Quality Capture Volume. Extended detention facilities (dry), retention ponds (wet), and t wetland basins should be designed to capture and treat runoff equal to the 80th percentile event. This is achieved by draining the design capture volume over a specified time. Extended detention ' basins need to be designed to drain their design volume in approximately 40 hours. Retention ponds require only a 12-hour drain time because the sedimentation process is more efficient and some mixing and dilution between a permanent dry weather pool and storm runoff occurs. The wet pond also provides for treatment between storms, which provides long periods of time for fine particles to ' settle out and for biological activity to occur. Wetland basins should be designed to drain the design capture volume in no less than 24 hours, thereby providing for some biological uptake during the ' contact time with wetland media Infiltration -type structural BMPs such as porous pavement shall be designed to capture and treat the ' runoff from at least a 2-year storm. The use of a 2-year storm is also recommended for the design of slow -moving grass -lined swales and of wetland channels. ' The followingis step-by-step a procedure for determining the water quality capture volume needed to size extended detention basins, retention ponds, and wetland basins: Determine basin imperviousness. ' 2. Select either a 12- or 40-hour brim -full volume drain time for the proposed facility. Use a 40-hour detention time for extended detention basins and a 12-hour detention time for retention ponds. For wetland basins, use the arithmetic average of the 12- and ' 40-hour drain time volumes. ' 3. Estimate the brim -full storage volume in watershed inches of runoff from Figure 5-1. 1 9-1-92 Urban Drainage and Flood Control District STORMWATER QUALITY MANAGEMENT DRAINAGE CRITERIA MANUAL (V. 3) 4. Determine the water quality capture volume (WQCV) in acre-feet as follows: WQCV = (Required Storage I (Area) 12 in which, Required Storage = Required storage from Figure 5-1 in watershed inches Area = The tributary drainage area upstream of the water quality enhancement facility in acres 9-1-92 Urban Drainage and Flood Control District DRAINAGE CRITERIA MANUAL N. 3) STORMWATER QUALITY MANAGEMENT Ll 1 1 9-1-1992 UDFCD E 0. 0 0 c 0 N m L U 5 0. U m L h m 3 m Oi l0 _O 0. 05 U m v m 51 5 4 ]TO-Hot ed De r Dral entio time Bash (Dry) 3 D 1 tents -Hour n Pon Drain Js (W(t) rime cv av 4u bu 60 70 80 90 100 Percent Impervious Area in Tributary Watershed Source: Urbanos, Guo, Tucker (1989) Note: Watershed inches of runoff shall apply to the entire watershed tributary to the BMP Facility. FIGURE 5-1. WATER QUALITY CAPTURE VOLUME (WQCV) DRAINAGE. CRITERIA MANUAL (V. 3) STRUCTURAL BMPs Threaded Cap Water Quality Capture Volume Level (including 20%additional volume for sediment storage)9---:1 Gravel (1-1/2'to , 3' Rock) Around Perforated Riser .I Water Quality Riser Pipe (See Detail) / Notes: 1. The outlet pipe shag be sized to control overflow into the concrete riser. 2. Alternate designs include a Hydrobrake outlet (or orifice designs) as long as the hydraulic performance matches this configuration. Notes: 1. Minimum number of holes = 8 2. Minimum hole diameter = 1/8' dia. 9-1-1992 UDFCD Access Pi (Min. 3 ft) OUTLET WORKS NOT TO SCALE 1-1/2' diameter Air Vent in Threaded Cap Water Quality Outlet Holes Ductile Iron or Steel Pipe fER QUALITY RISER PIPE NOT TO SCALE Removable & Lockable Overflow Grate for Larger Storms Outlet Pipe—► Size Base to Prevent Hydrostatic Uplift Maximum Number of Perforated Columns Riser Hole Diameter, in. Diameter (in.) 1/4' 1/2" 3/4" 1' 4 8 8 6 12 12 9 8 16 16 12 8 10 20 20 14 10 12 24 24 18 12 Hole Diameter Area of Hole (in.) (in.2 ) 1/8 0.013 1 /4 0.049 0.110 1/2 18 0.196 3/8 3/ 0.307 7/8 0.442 1 1 0.601 0.785 FIGURE 5-2. WATER QUALITY OUTLET FOR A DRY EXTENDED DETENTION BASIN DRAINAGE CRITERIA MANUAL (V. 3) STRUCTURAL BMPs 1( 6 4 2 1. m 0.6 CD m 0.4 E m c 0.2 a (7 m 0.11 3 M11 ... PA o W ON WA oil 111 PAP 0.01 0 0 0.40 0.60 1.0 2.0 4.0 6.0 Required Area per Row (in.2 ) Source: Douglas County Storm Drainage and Technical Criteria, 1986. FIGURE 5-3. WATER QUALITY OUTLET SIZING: DRY EXTENDED DETENTION BASIN WITH A 40-HOUR DRAIN TIME OF THE CAPTURE VOLUME 9-1-1992 UDFCD DRAINAGE CRITERIA MANUAL (V. 3) STRUCTURAL BMPs a) a o Q) U) a) r) O Fnm E o L c y a) sK nm aD Eo \ w z X II E a) =ca m6 CD cc a3 3 0� m� �0 o 05u- 77 am tz Itt ~ c to co o ` N a) an) () 05 —i o z U) O d cn a z 3 0 o c O L1. a) cv a LL v° U E a 0 cp ?� , t w r m 3 m Zt � _ = Q CL U U V! a) a) > V' cJ V / _ a) T V W J m N m O� a) rn a) �cEa) o-0 O �� �- as a1 U O> O J l U C— T�f6 fA ••..r.r.r.f.�.r. a) p c ca > '= ' •ti; a) m��E rL ft•t• '•ti; �ti r•r. O e co Oo O Z >O Ln O W (V FO F- (n E— Z U a) W O a00 c— Z o o0) Q� z a) �O cu t RO t U 0 U U) i (1) Q E U a) 3 c ; 3- O O Z m JO m i -= LL C �' c a) o Z R U 03 ca >or �JU o o� c OL os c6 C d N O F- LL i a) = O O O J � U) 07 LL m .- i i >. c6 Q) m lL C > c 3 r- 3 a- t l O � Oco� OO E O s� CO (n Z Q 00 Z O Z W F- W 0 0 W 0 Z W F- X W } Q Q U. Z O F- U W 0 Z Q Q J a r V) W cc 0 u- 9-1-1992 UDFCD I Ci 1 1 1 1 1 1 1 1 1 I i 1 1 1 Ci Engineering, Ltd. CLIENT JOB Na /.50 JR PROJECT Pare � R „ mr--rw / LBr d Bar Dare SUBJECT !I(l A.7E.+ ©1.tQ.I 11N / e'�p[ SHEET NO. __L OF 4; _! ' I l I AKon ' I I LA I � I I —I _ I _ � i _ .xi.•�oer_�icok.s %O�ea = I-� ,4�/�t0�_3.9 f 0 2`i - i I I t � 1 e Fo �(gs,C- Aq r_ , t �— .'S t 1 (— 1 i i I 1 1 1 i 1 1 1 11 1 [1 i 1 i 1 i 1 1 REngineering, Ltd. ANT JOB NO. cJffc: FROJECJ fa.,��ce JJ� iJ' META�J By �e y BY nnrB SUBIECf a&:, Q SHEET NO z- OF if if -?._ -�- y-�.0 kite aaf%.t,e cub..�_�'� �T-Lim•G,-��,,,--�-�-r.�.�'--�=-ya} .f O 1D 9� atC f�,.' i a�eo�-p • i .,od �_o_(c � hf J .-r- - I I I I � _ 1 1 i { _. � _�i--�---±---- --�--� —4 if f i I i I 1 I 1 I L JREngineering, Ltd. CLIENT JOB NO. 9i5o. o 0 PROJECT parCe/ /tlg TA BY j y CHECK BY DATE /Z /9 97 SUBJECT &Jg74e, (,6a//fy 1pd�of 0411-let' SHEET NO. OF / jj Sia.y. ai•n_/ /�(✓e34 �I-.• t , I i �VVVVV���� E ✓ GG t { µ t f I ) 3 3 �.�T ! t ...E { � . i 4+1 E � ; 1 E-� W o rn - O anti Q a zz b � U U as aac�Uf� i a\ d o o 0 0 a> w 3 U WI) 00 t O O U kn M 0 v� N O Q %0 1. r- Q 00 U � i 000 7 w �o t, 00 LO U W w EE U W O' 3 x Q > Q v x u w u w L bn s b+ z L c y L c y 7 U Ca o 0 w a a � c II II APPENDIX G EROSION CONTROL I 1 11 1 7 1 ' JR ENGINEERING, LTD. 1 RAINFALL PERFORMANCE STANDARD EVALUATION STANDARD FORM A [1 1 PROJECT: VENCOR FORT COLLINS - NURSING CARE CENTER COMPLETED BY: DWK DATE: 11/04/97 DEVELOPED ERODIBILITY Asb Lsb Ssb Lb Sb PS SUBBASIN ZONE (AC) (F I) (%) Wr) (%) (%) A 2.25 320 3.8 B 0.17 15 1.0 C 0.86 170 5.2 D 0.39 75 1.3 E 3.82 515 1.5 F 2.93 220 1.6 OF-1 0.02 20 10.0 OF-2 0.28 80 5.0 OF-3 0.41 500 1.4 11.13 1 1 1 333.8 2.2 79.3 PS is taken from Table 8-a (Table 5.1, Erosion Control Reference Manual) by interpolation. Required PS = 80.3 JR Engineering, Ltd. 2620 E. Prospect Rd., Ste. 190, Fort Collins, Colorado 80525 FFFFrTM'FNFCC rAI ('III AT1nNS (970)491-9888 PROJECT: VENCOR FORT COLLINS - NURSING CARE CENTER STANDARD FORM B COMPLETED BY: DWK DATE: 11/04/97 EROSION CONTROL C-FACTOR P-FACTOR METHOD VALUE VALUE COMMENT BARE SOIL 1.00 1.00 SMOOTH CONDITION ROUGHENED GROUND 1.00 0.90 ROADS/WALKS 0.01 1.00 GRAVEL FILTERS 1.00 0.80 SILT FENCE 1.00 0.50 STRAW MULCH 0.06 1.00 ESTABLISHED GRASS 0.08 1.00 BUILDING/DRIVE 0.01 1.00 MAJOR PS EROSION CONTROL SUB AREA BASIN (°/a) DEVICES BASIN (Ac) CALCULATIONS AC 80.3 INLET PROTECTION A 2.25 SILT FENCE 0% BUILDING/DRIVE 0.22 ROADS/WALKS 1.31 STRAW/MULCH 0.72 WEIGHTED C-FACTOR 0.03 WEIGHTED P-FACTOR 0.50 EFF 98.70 INLET PROTECTION B 0.17 SILT FENCE 0.00 BUILDING/DRIVE 0.16 ROADS/WALKS 0.00 STRAW/MULCH 0.01 WEIGHTED C-FACTOR 0.01 WEIGHTED P-FACTOR 0.80 EFF 98.96 INLET PROTECTION C 0.86 SILT FENCE 0.00 BUILDING/DRIVE 0.00 ROADS/WALKS 0.39 STRAW/MULCH 0.47 WEIGHTED C-FACTOR 0.04 WEIGHTED P-FACTOR 0.80 EFF 97.01 INLET PROTECTION D 0.39 SILT FENCE 0.00 BUILDING/DRIVE 0.00 ROADS/WALKS 0.24 STRAW/MULCH 0.15 WEIGHTED C-FACTOR 0.03 WEIGHTED P-FACTOR 0.80 EFF 97.66 X:\915000\QPW\EFFECTIA.WB2 PAGE 1 OF 3 JR Engineering, Ltd. 2620 E. Prospect Rd., Ste. 190, Fort Collins, Colorado 80525 F.FFF.(TIVFNFCS 4-A7 rTII ATIANS (970)491-9888 PROJECT: VENCOR FORT COLLINS - NURSING CARE CENTER STANDARD FORM B COMPLETED BY: DWK DATE: 11/04/97 EROSION CONTROL C-FACTOR P-FACTOR METHOD VALUE VALUE COMMENT BARE SOIL 1.00 1.00 SMOOTH CONDITION ROUGHENED GROUND 1.00 0.90 ROADS/WALKS 0.01 1.00 GRAVEL FILTERS 1.00 0.80 SILT FENCE 1.00 0.50 STRAW MULCH 0.06 . 1.00 ESTABLISHED GRASS 0.08 1.00 BUILDING/DRIVE 0.01 1.00 "OR PS EROSION CONTROL SUB AREA BASIN (%) DEVICES BASIN (Ac) CALCULATIONS AC SILT FENCE E 3.82 SILT FENCE 1000/0 INLET PROTECTION BUILDBVG/DRIVE 0.00 ROADSIWALKS 1.44 STRAW/MULCH 2.38 WEIGHTED C-FACTOR 0.04 WEIGHTED P-FACTOR 0.80 EFF 96.71 SILT FENCE F 2.93 SILT FENCE 100% BUILDING/DRIVE 0.00 ROADS/WALKS 0.14 STRAW/MULCH 2.79 WEIGHTED C-FACTOR 0.06 WEIGHTED P-FACTOR 0.80 EFF 95.39 OF-1 0.02 SILT FENCE 0% BUILDING/DRIVE 0.00 ROADS/WALKS 0.00 STRAW/MULCH 0.02 WEIGHTED C-FACTOR 0.06 WEIGHTED P-FACTOR 0.80 EFF 95.20 OF-2 0.28 SILT FENCE 0% BUILDfNG/DRIVE 0.00 ROADS/WALKS 0.00 STRAW/MULCH 0.28 WEIGHTED C-FACTOR 0.06 WEIGHTED P-FACTOR 0.80 EFF 95.20 XA915000\QPMEFFECTIA.WB2 PAGE 2 OF 3 JR Engineering, Ltd. 2620 E. Prospect Rd., Ste. 190, Fort Collins, Colorado 80525 R cccr-rrvclvccc!` A IT rT TV. �Ti IO (970)491-9888 PROJECT: VENCOR FORT COLLINS - NURSING CARE CENTER STANDARD FORM B COMPLETED BY: DWK DATE: 11/04/97 EROSION CONTROL C-FACTOR P-FACTOR METHOD VALUE VALUE COMMENT BARE SOIL 1.00 1.00 SMOOTH CONDITION ROUGHENED GROUND 1.00 0.90 ROADS/WALKS 0.01 1.00 GRAVEL FILTERS 1.00 0.80 SILT FENCE 1.00 0.50 STRAW MULCH 0.06 1.00 ESTABLISHED GRASS 0.08 1.00 BUILDING/DRIVE 0.01 1.00 MAJOR PS EROSION CONTROL SUB AREA BASIN (%) DEVICES BASIN (Ac) CALCULATIONS AC OF-3 0.41 SILT FENCE 0% BUILDING/DRIVE 0.00 ROADS/WALKS 0.00 STRAW/MULCH 0.41 WEIGHTED C-FACTOR 0.06 WEIGHTED P-FACTOR 0.80 EFF 95.20 OVERALL EFFECTIVENESS = 96.76 > 80.3, O.K. X:\915000\QPW\EFFECT1A.Wl32 PAGE 3 OF 3 JR Engineering, Ltd. (970) 491-9888 2620 East Prospect Road, Suite 190, Fort Collins, Colorado 80525 11/04/97 VENCOR FORT COLLINS - NURSING CARE CENTER EROSION CONTROL COST ESTIMATE JOB NO. 9150.00 COMPLETED BY: DWK ITEM DESCRIPTION 79TI-TS-1 UNIT COST I QUANTITY I TOTAL COST 1 SILT FENCE LF $3.00 880 $2,640.00 2 CONSTRUCTION ENTRANCE EA $500.00 1 $500.00 3 INLET PROTECTION EA $250.00 4 $1,000.00 4 RESEED/MULCH ACRE $650.00 7.2 $4,680.00 PRELIMINARY COST AL COST WITH FACTOR CITY RESEEDING COST ITEM DESCRIPTION UNITS I UNIT COST I QUANTITY I TOTAL COST 1 RESEED/MULCH ACRE 1 $500.00 1 103 1 $5.150. 00 PRELIMINARY COST $5,150.00 TOTAL COST WITH FACTOR OF 150% $7,725.00 ESCROW AMOUNT = $13,230.00 ' X:\915000\QPIMEROSCOST.WB2 PAGE 1 of 1 CONSTRUCTION SEQUENCE STANDARD FORM C PROJECT: VENCOR FORT COLLINS - NURSING CARE CENTER SEQUENCE FOR 1998 ONLY COMPLETED BY: DDS . DATE: 02/20/98 Indicate by use of a bar line or symbols when erosion control measures will be installed. Major modifications to an approved schedule may require submitting a new schedule for approval by the City Engineer. 1998 MONTH JAN FEB MAR APR MAY IJUN 1JUL JAUG ISEP JOCT INOV IDEC Demolition Grading Wind Erosion Control: Soil Roughing Perimeter Barrier Additional Barriers Vegetative Methods Soil Sealant Other Rainfall Erosion Control Structural: Sediment Trap/Basin Inlet Filters Straw Barriers Silt Fence Barriers Sand Bags Bare Soil Preparation Contour Furrows Terracing Asphalt/Concrete Paving Other Vegetative: Permanent Seed Planting Mulching/Sealant Temporary Seed Planting Sod Installation Nettings/Mats/Blankets Other BLDG. CONSTRUCTION STRUCTURES: INSTALLED BY: CONTRACTOR MAINTAINED BY: DEVELOPER VEGETATION/MULCHING CONTRACTOR: TO BE DETERMINED BY BID DATE SUBMITTED: 02/98 APPROVED BY CITY OF FORT COLLINS ON: HDUSFC:89