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HomeMy WebLinkAbout10 Development Permit 468One Lincoln Place_, Project Name: ~ ~ @lwaJ. OJ/;s ReviewDate: -1/1,.{tt~ ~~\Qi Reviewer: V ~ Public Water Infrastructure ~eral Overall utility layout sheet -showing easements (platted or by separate instrume nt) ~Xf 0 If separate instrument easements are needed -do not approve until we get them recorded AJ TXOOT permits needed? vi( Sealed and Signed ~ Engineers Estimates Lines ~pe material ~Pipe sizes (allowable .... 6,8,12,16,18 -note no 10" approved) )'. 0 Depth ( 4 '+)(min.max) )(, 0 Separation distances (INRCC) ~ .CJ All utilities in plan & profile w/sizes and type V o Private vs. Public line distinction ~/~o Wyes not past property line (so meter can be within ROW/easement) ~ Max # of connections for size waterline (INRCC) N>' \(<' , 0 Pipe deflection (noted as '1'., degrees, radius -with begin/e nd curve, not atjt ) \ ( '?' O Grades -existing and proposed (centerline, right and left) shown in profile 'Jh.. 0 Full TNRCC compliance )(. 0 Conflicts with other utilities shown ~ Labels on all major items in plan & profile (crossings) V o Stationing on all fittings and taps ~ ~alve spacing (500') Pl 0 Valves -system isolation tki Valves -at hydrant ~JPr-~o Backflow preventers/ and check valves uses as necessary (@irrigation/fire sprinkler/pools/hazards) ~IP. Blowoffs (FH ok too) @ end of dead end lines ~ J¥J Air release valves at all major high points ~ Service Lines · ~~ Service lines -materials and size specified from main to meter 1 kJ Services provided to all lots to a point beyond sidewalks on both sides of street l of 2 Project Name: fWJJzq ~ ~CLi.. wjss Submittal Date: ~: ~ Review Date:-=-_1-T(fl_,,......,OO ........... ~------ Reviewer: ~~ Public Water Infrastructure( cont.) Details ~dard Details noted or included (referenced as city of CS Standard Details) tJ[tE Details for all non-standard items (included/ok) (not on CS Std. detail sheet) 'iJ(Pf-All MI valves and fittings ~ Thrust blocking ~ Easement width adequate ~ Embedment details (specify option) ~ Trench safety if deeper than 5 ' ~ 0 E rosion control notes The following items are variances to the College Station public waterline standards: ,. . ' r.i. "'O: ~ Q · n.... ,,.. .L-.cJ w 1s:; Project Name :~ a<.UJO UW f'U-'/ Review Date: / /i{qq , Reviewer: v~ Public Wastewater Infrastructure General L-ff' Overall utility layout sheet -showing easements (platted or by separate instrument) X 0 If separate instrument easements are needed -do not approve until we get them recorded J>/Pr TXDOT permits needed? t2"' Sealed and Signed ve( Engineers Estimates Lines ~pe material .::.-n Pipe sizes (allowable .... 6,8,l0,12,15,18) v-11 Depth (min cover) v-E( Depth (excessive) ~ 0 Separation distances (TNRCC) ~ All utilities in plan & profile w/sizes and type .. 1 ya Private vs. Public line distinction I"/ firJ Wyes not past property line vE('" Grades -existing and proposed (centerline, right and left) shown in profile $ Flowlines (specified/labeled) 'f. 0 Full TNRCC compliance "/. ~ Conflicts with other utilities shown (min. l 'clear I except water -see TNRCC) v[J Labels on all major items in plan & profile (crossings) .. 1-1 I ,.. L .. ,L J ~..,OIA.-/1 ~ Size/Location sufficient for overall City needs/masterplan ~ v) ~ {)'0-0 'b~ r·-..... ...."(] Lines located in PUF.IR.OW c....--1J Stationing on all manholes and services Manholes vdLines end in MH ~ Manhole spacing (max 500') v-c:( Manhole diameter based on depth and line siz.e (4 'vs.5' diam.) --\.e.... _ 1 1 J ~ ~ Manhole covers -"watertight" cover if in floodplain ~ ~ ~ • · j ~ 1 . .i · vO Manholes accessible from public ROW/easement lf-Ol 1.4-- '-'"Lf Manholes at change of alignment, grade or si7.e v0" Drops through manhole (TNRCC) Service Lines ~//Ir Service lines -materials and siz.e specified from main to end ~ fi4 Services provided to all lots to a point beyond sidewalks on both sides ~l/l9' Services~ 6" enter at manholes . ' Project Name : Reviewer: If ~ Public Wastewater Infrastructure ~ vf1' Standard Details noted or included (referenced as city of CS Standard Details) \J( ~ Details for all non-standard items (include/ok) (not on CS Std. detail sheet) i..A'.I' Easement width adequate vf1' Embedment details (specify option) cA" Trench safety if deeper than 5' ~ Erosion control notes The following items are variances to the College Station public wastewater standards: f I plication Fee ($100) -..-...._ru.rplication 3. rosion Control Plan EPA/NOI (> 5 acres) r-J/ A 5. blic Infrastructure Inspection Fee ($300) Project Name: Review Date: __________ _ Reviewer: V ~ i>/¥.orainage Report i){ fk.JI.OA Covenants for maintenance of detention/retention ponds _ {i)asements Dedicated (separate instrument) ~Pf TXDOT permits ismed V""" 10 . Engineer's Estimates (14 necessary for rough grading/clearing ....... all others necessary for full permit) DATE: TO: FROM: TRANSMITTAL LETTER McCLURE ENGINEERING, INC. 1722 Broadmoor, Suite 210 Bryan, Texas 77802 (409) 776-6700 Fax : (409)776-6699 October 20, 1998 Development Services Department CITY OF COLLEGE STATION Joel J. Mitchell, P.E. PROJECT NAME: QUALITY SUITES HOTELS DRAINAGE REPORT & GRADING PLAN AND BURTON CREEK FLOOD STUDY COMMENTS: ATIACHED PLEASE FIND THAT I AM RETURNING YOUR DRAINAGE REPORTS FOR THE ABOVE REFERENCED PROJECTS. QUALITY SIUTES HOTEL QUALITY SUITES HOTEL DRAINAGE REPORT Prepared By: Urban Design Group P.O . Box 10153 College Station, Texas 77840 Prepared For: Spirit Development 5949 Sherry Lane, Suite 1700 Dallas, Texas 75225 May 1997 DRAINAGE REPORT APPROVED FOR QUALITY SIUTES HOTEL TABLE OF CONTENTS I . II. III. IV. v . Certification General Location and Description Drainage Basins Drainage Design Criteria Drainage Facility Design Figure 1 Figure 2 Appendix A AppendixB Appendix C AppendixD AppendixE AppendixF Table 1. Table 2 . Table 3. 97-338.doc Location Map Drainage Basin Map Runoff Calculations (Hydrographs) (EXISTING) Runoff Calculations (Hydrographs) (DEVELOPED) 100 YR ROUTED THROUGH DETENTION POND B 100 YR ROUTED THROUGH DETENTION POND C GRADING/DRAINAGE PLAN (folded) Development Permit Application Subbasin Characteristics Computed Runoff Flows (existing) Computed Runoff Flows (developed) 2 DRAINAGE REPORT QUALITY SUITES HOTEL DRAINAGE REPORT L CERTIFICATION I hereby certify that this report for the drainage design of improvements for the Quality Suites Hotel, was prepared by me in accordance with the provisions of the City of College Station Drainage Policy and Design Standards, for the owners thereof. Registered Professional Engineer State of Texas No. 68243 97-338 .doc 3 OUAIJTY SUITES HOTEL DRAINAGE REPORT II. GENERAL LOCATION AND DESCRIPTION A. Location This project is located on the south side of the 1100 block of University Drive between Tarrow Street and Lincoln Street. The project site is bounded by University Drive on the north, an undeveloped tract to the east, Cedar Creek Condominiums to the south, and a private 30 ' access easement to the project includes the construction of a three story (81 room) hotel facility and associated parking lot. No public improvements are proposed with the site plan. Access to the site is via the existing 30' access easement that serves lots 1, 2, and 3 of the One Lincoln Place Subdivision. A secondary access off of University Drive has been applied for on the east side of the property to facilitate service vehicles and future development of the remainder of the site. No platting or subdividing of the property is anticipated at this time. The tract is located within the Burton Creek Watershed. The closest primary drainage system is located on the adjacent tracts to the east and south. A previously submitted study submitted to the City of College Station for their review indicates the property does not lie within the limits of the 100 year floodplain . B. Description of Property The area proposed for development is approximately 1.89 acres . The total site area is 2.88 acres. There are no existing structures located on site with the exception of a volleyball court and barbecue pit near the south end. The land cover is currently sparsely wooded with mature oak, and has yaupon, and grass cover. Runoff from the proposed development currently is in a southea st direction. The proposed runoff will be in a similar direction, from the northwest corner of the parking lot to the east and southeast, where it will exit the parking lot onto concrete rip rap before exiting the property. The project improvements consist of the construction of an asphalt parking lot, concrete drive entrances, and landscaping. Twenty foot fire lanes have been included in the site . III. DRAINAGE BASINS AND SUB-BASINS A. Primary Basin Description As stated previously in this report, the primary drainage basin is the Burton Creek Watershed. There are no finish floor requirements for the basin other than six inches above the top of curb. This criteria has been met as shown on the grading and drainage plan. The hotel is one level, requiring a retaining wall around a portion of the building. 97-338.doc 4 QUALITY SUITES HOTEL DRAINAGE REPORT B. Secondary Drainage Basin Description The proposed development will sheet flow across the parking lot and exit two places from the site . Two separate detention ponds have been modeled to accurately depict the runoff exiting at two location. The first pond (POND B) facilitates the runoff subbasin B , and the second detention pond (POND C) facilitates runoff from subbasin C. Separate outlet facilities were modeled for each basin. A berm is proposed on the north end of the parking lot to reduce the amount of runoff onto the proposed parking lot. This flow is altered slightly as it exits the site at about the same location as before. Flows from the existing 30' access drive do not enter the site . IV. Drainage Design Criteria A. Regulations To our knowledge, no deviations from the optional criteria listed in the Drainage Policy and Design Standards were used for any calculations within this study. B. Development Criteria Reference and Constraints For the site plan proposed , the detention requirements have been designed for the construction of the proposed hotel and parking lot improvements. Further development on the remainder of the tract should meet additional detention\drainage requirements. The detention ponds were designed to limit the post- development flows to the pre-development rates. C. Hydrologic Criteria A 100 year design storm was used to size storage capacity needed within the parking lot. The Soil Conservation Service Curve Number Procedure was used to calculate hydrographs for the proposed development. Detention discharges and storage calculations are provided . The time of concentration values were calculated using v elocities determined from Table III of the Drainage Policy and Design Standards, however a minimum of 10 minutes as recommended, has been provided . The following tables show the computed flo ws for each of the drainage areas before and after developmen t. The grading/drainage plan in the rear of the report shows the drainage areas for this site . D. Hydraulic Criteria The proposed detention ponds were designed to accommodate the net increase in runoff rates from areas B and C. Should the secondary access drive be approved, the runoff from the portion of subbasin A will travel to the outlet of POND B . The storage v olumes are si zed to handle the 100 year frequency stonn. The outlet needed to limit the post development flow to pre-developed flow for POND Bis a 20' wide curb opening (weir equation). The height of the curb at the outlet has been increased to 10" to accommodate the additional height of water during the 100 year event. However, the depth does not exceed the 0.83' 97-338 .doc 5 I QUALITY SUITES HOTEL DRAINAGE REPORT allowed by ordinance. The outlet needed to limit the post development flow to pre-developed flow for POND C is an 8' curb opening (weir equation). The height of the curb at this outlet is six inches as the height of water retained does not top the curb. For both of the outlets, a slotted curb opening with an area opening equivalent to what was computed has been provided. A detail for the slotted drain openings has been provided on the site plan construction drawings. Table 1. Subbasin Characteristics Basin Area Slope Length Curve Number (ac) (%) (ft) (ex) (prop) A 0.92 3 .50 315 75 75 B 25.52 2.50 1840 75 96 c 50.98 2.29 1660 75 95 TABLE2. Computed Flows (Existing) AREA 2YR lOYR 25YR 50YR A 2.4 5.3 6.7 7.7 B 3.2 7 .0 8.9 10.2 c 1.6 3.5 4.5 5.1 TABLE 3. Computed Flows (Developed) AREA A B c V. DRAINAGE FACILITY DESIGN 2YR 2.4 5.6 2 .8 lOYR 5 .3 9.3 4 .6 25YR 6 .7 11.l 5 .5 50YR 7.7 12.4 6 .2 Tc (min) 10 10 10 lOOYR 9.2 11.5 6.1 lOOYR 9 .3 13.6 7.2 Runoff flows computed for the improved areas were routed through the detention pond and exit as shown on the grading and drainage plan. The outlet from POND B is spread out thus not concentrating the flow as it exits. The outlet from POND C is somewhat concentrated although exiting through an 8' opening. However, to prevent possible erosion downstream of POND C, concrete rip rap as well as rock rubble has been provided. As shown in the information provided, the outflows from the pond do not exceed the pre- developed rates . A. General Concept In designing the drainage facilities for this site, the development of the parking lot, drive entrances, and landscaping were considered. Upstream runoff is considered in the design of the proposed parking lot, however, it is somewhat redirected to prevent additional runoff from entering the parking and away from the building. Two detention ponds were designed to handle the increase in flow from the proposed 97-338 .doc 6 QUALITY SJITTES HOTEL DRAINAGE REPORT development of the site. Two separate outlet structures were designed to limit the release rate from the site. The pond storage volumes and outflow volumes are included in the appendix. VL CONCLUSIONS With the construction of the parking lot and drive improvements as shown on the site plan and accompanying construction documents, the development meets the requirements of the City of College Station Drainage Ordinance and Design Policy. 97-338.doc 7 -------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97 -338 Misc. Note -SITE DESIGN -------------------------------------------------------------------------------- 15 Type SCS Desc . BASIN A EX 2 YR Area 0 .9 ac. Time of Concent. 10 min . Freq. 2 .0 yrs CN 75 Storm Dist Type 11 Len 24 hrs Precip. 4.50 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------- 9:23 o.o 11:38 0.2 13:53 0.1 16:08 0.1 9:26 o.o 11:41 0.4 13:56 0.1 16: 11 0.1 9 :29 o.o 11:44 0.5 13:59 0. 1 16:14 0.1 9:32 0.0 11 :47 0.6 14:02 0.1 16: 17 0.1 9:35 0.0 11:50 0.7 14:05 0.1 16:20 0.1 9:38 0.0 11:53 1.1 14:08 0.1 16:23 0.1 9:41 0.0 11:56 1.7 14:11 0.1 16:26 0.1 9:44 0.0 11:59 2.1 14: 14 0.1 16:29 0.1 9:47 0.0 12:02 2.4 14:17 0 .1 16:32 0.1 9:50 0.0 12:05 2.4 14:20 0.1 16:35 0.1 9:53 0.0 12:08 1.9 14:23 0.1 16:38 0. 1 9:56 0.0 12:11 1.3 14:26 0.1 16:41 0.1 9:59 0.0 12: 14 0.9 14:29 0.1 16:44 0.1 10:02 o.o 12: 17 0 .7 14:32 0. 1 16:47 0. 1 10:05 o.o 12:20 0.6 14:35 0.1 16:50 0.1 10:08 0.0 12:23 0.5 14:38 0.1 16:53 0 . 1 10:11 0.0 12:26 0.4 14:41 0.1 16:56 0.1 10: 14 0.0 12:29 0.3 14:44 0.1 16:59 0.1 10:17 0.0 12:32 0.3 14:47 0.1 17:02 0.1 10:20 0.0 12:35 0.3 14:50 0.1 17:05 0.1 10:23 0.0 12:38 0.3 14:53 0.1 17:08 0.1 10:26 0.0 12:41 0.3 14:56 0.1 17: 11 0.1 10:29 0.0 12:44 0.3 14:59 0.1 17:14 0.1 10:32 0.0 12:47 0.3 15:02 0.1 17:17 0.1 10:35 0.0 12:50 0.3 15:05 0. 1 17:20 0.1 10:38 0.0 12:53 0.2 15:08 0.1 17:23 0.1 10:41 0.0 12:56 0.2 15:11 0.1 17:26 0.1 10:44 0.0 12:59 0.2 15:14 0.1 17:29 0.1 10:47 0.0 13:02 0.2 15: 17 0.1 17:32 0.1 10:50 0.0 13:05 0.2 15:20 0.1 17:35 0.1 10:53 0.0 13:08 0.2 15:23 0.1 17:38 0.1 10:56 0.0 13: 11 0.2 15:26 0.1 17:41 0.1 10:59 0.0 13: 14 0.2 15:29 0.1 17:44 0.1 11:02 0.1 13: 17 0.2 15:32 0.1 17:47 0.1 11:05 0.1 13:20 0.2 15:35 0.1 17:50 0.1 11:08 0.1 13:23 0.2 15:38 0.1 17:53 0.1 11:11 0.1 13:26 0.2 15:41 0.1 17:56 0.1 11: 14 0.1 13:29 0.2 15:44 0.1 17:59 0.1 11: 17 0.1 13:32 0.2 15:47 0.1 18:02 0.1 11:20 0.1 13:35 0.2 15:50 0.1 18:05 0.1 11:23 0.1 13:38 0.1 15:53 0.1 18:08 0.1 11:26 0.1 13:41 0.1 15:56 0.1 18: 11 0.1 11:29 0.1 13:44 0.1 15:59 0.1 18:14 0.1 11:32 0.1 13:47 0.1 16:02 0.1 18:17 0.1 11:35 0.1 13:50 0.1 16:05 0.1 18:20 0.1 Continued on next page Continued from previous page 18:23 0 .1 18:41 0.1 18:59 0.1 19: 17 0 .1 18:26 0.1 18:44 0.1 19 :02 0.1 19:20 0 .1 18:29 0 .1 18:47 0 .1 19:05 0.1 19:23 0.1 18:32 0 .1 18:50 0 .1 19:08 0.1 19:26 0.0 18:35 0.1 18:53 0 .1 19:11 0.1 19:29 0.0 18:38 0.1 18:56 0 .1 19: 14 0.1 19:32 0.0 Volune of runoff = 0.15 ac . ft . Depth of runoff = 2 .02 in. --------------------------------------------------------------------------------File Name -CS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN --------------------------------------------------------------------------------16 Type SCS Desc. BASIN B EX 2 YR Area 1.2 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 75 Storm Dist Type 11 Len 24 hrs Precip. 4.50 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------9:23 0.0 11:38 0.3 13:53 0.2 16:08 0.1 9:26 0.0 11:41 0.5 13:56 0.2 16: 11 0.1 9:29 0.0 11:44 0.7 13:59 0.2 16:14 0.1 9:32 0.0 11 :47 0.8 14:02 0.2 16: 17 0.1 9:35 0.0 11 :50 0.9 14:05 0.2 16:20 0.1 9:38 0.0 11:53 1.5 14:08 0.2 16:23 0.1 9:41 0.0 11:56 2.2 14:11 0.2 16:26 0.1 9:44 0.0 11 :59 2.8 14: 14 0.2 16:29 0.1 9:47 0.0 12:02 3.2 14:17 0.2 16:32 0.1 9:50 o.o 12:05 3.2 14:20 0.2 16:35 0.1 9:53 o.o 12:08 2.6 14:23 0.2 16:38 0.1 9:56 0.0 12:11 1.7 14:26 0.2 16:41 0.1 9:59 0.0 12:14 1.1 14:29 0.2 16:44 0.1 10:02 0.0 12:17 0.9 14:32 0.2 16:47 0.1 10:05 0.0 12:20 0.7 14:35 0.2 16:50 0.1 10:08 0.0 12:23 0.6 14:38 0.2 16:53 0.1 10:11 0.0 12:26 0.5 14:41 0.2 16:56 0.1 10: 14 0.0 12:29 0.5 14:44 0.2 16:59 0.1 10: 17 0.0 12:32 0.4 14:47 0.1 17:02 0.1 10:20 0.0 12:35 0.4 14:50 0.1 17:05 0.1 10:23 0.0 12:38 0.4 14:53 0.1 17:08 0.1 10:26 0.0 12:41 0.4 14:56 0.1 17:11 0.1 10:29 0.0 12:44 0.4 14:59 0.1 17:14 0.1 10:32 0.0 12:47 0.4 15:02 0.1 17:17 0.1 10:35 0.0 12:50 0.3 15:05 0.1 17:20 0.1 10:38 0.0 12:53 0.3 15:08 0.1 17:23 0.1 10:41 0.0 12:56 0.3 15:11 0.1 17:26 0.1 10:44 0.0 12:59 0.3 15: 14 0.1 17:29 0.1 10:47 0.0 13:02 0.3 15: 17 0.1 17:32 0.1 10:50 0.1 13:05 0.3 15:20 0.1 17:35 0.1 10:53 0.1 13:08 0.3 15:23 0.1 17:38 0.1 10:56 0.1 13:11 0.2 15:26 0.1 17:41 0.1 10:59 0.1 13: 14 0.2 15:29 0.1 17:44 0.1 11:02 0.1 13:17 0.2 15:32 0.1 17:47 0.1 11:05 0.1 13:20 0.2 15:35 0.1 17:50 0.1 11:08 0.1 13:23 0.2 15:38 0.1 17:53 0.1 11:11 0.1 13:26 0.2 15:41 0.1 17:56 0.1 11:14 0.1 13:29 0.2 15:44 0.1 17:59 0.1 11 :17 0.1 13:32 0.2 15:47 0.1 18:02 0.1 11:20 0.1 13:35 0.2 15:50 0.1 18:05 0.1 11 :23 0.1 13:38 0.2 15:53 0.1 18:08 0.1 11:26 0.1 13:41 0.2 15:56 0.1 18: 11 0.1 11:29 0.1 13:44 0.2 15:59 0.1 18: 14 0.1 11:32 0.1 13:47 0.2 16:02 0.1 18:17 0.1 11 :35 0.2 13:50 0.2 16:05 0.1 18:20 0.1 Continued on next page ontinued from previous page 18:23 0 .1 18:53 0.1 19:23 0 .1 19:53 0.1 18:26 0.1 18:56 0.1 19:26 0.1 19:56 0.1 18:29 0.1 18:59 0.1 19:29 0.1 19:59 0.1 18:32 0.1 19:02 0.1 19:32 0.1 20:02 0.1 18:35 0.1 19:05 0.1 19:35 0.1 20:05 0.1 18:38 0.1 19:08 0.1 19:38 0.1 20:08 0.1 18:41 0.1 19: 11 0.1 19:41 0.1 20:11 0.1 18:44 0.1 19: 14 0.1 19:44 0.1 20:14 0.1 18:47 0.1 19: 17 0. 1 19:47 0.1 20:17 0.1 18:50 0.1 19:20 0.1 19:50 0 .1 20:20 0.1 Voli..me of runoff = 0 .20 ac. ft. Depth of runoff = 2.00 in. -------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97 -338 Misc. Note -SITE DESIGN -------------------------------------------------------------------------------- 17 Type SCS Desc. BASIN C EX 2 YR Area 0.6 ac. Time of Concent . 10 min . Freq. 2.0 yr s CN 75 Storm Dist Type I I Len 24 hrs Precip . 4.50 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs ------------------------------------------------------------------------------- 9:23 o.o 11:26 0.1 13:29 0.1 15:32 0.1 9:26 0.0 11:29 0.1 13:32 0.1 15:35 0.1 9:29 o.o 11:32 0.1 13:35 0.1 15:38 0.1 9:32 0 .0 11:35 0.1 13:38 0.1 15:41 0.1 9:35 0.0 11:38 0.2 13:41 0.1 15:44 0.1 9:38 0.0 11:41 0.3 13:44 0.1 15:47 0.1 9:4 1 0.0 11:44 0.3 13:47 0.1 15:50 0.1 9:44 o.o 11 :47 0.4 13:50 0.1 15:53 0.1 9:47 o.o 11:50 0.5 13:53 0.1 15:56 0.1 9:50 o.o 11:53 0.8 13:56 0.1 15:59 0.1 9:53 0.0 11:56 1.1 13:59 0.1 16:02 0.1 9:56 0.0 11:59 1.4 14:02 0.1 16:05 0.1 9:59 0.0 12:02 1.6 14:05 0.1 16:08 0.1 10:02 0.0 12:05 1.6 14:08 0.1 16: 11 0.1 10:05 0.0 12:08 1.3 14: 11 0.1 16: 14 0.1 10:08 0.0 12:11 0.8 14: 14 0.1 16: 17 0.1 10: 11 0 .0 12: 14 0.6 14: 17 0.1 16:20 0.1 10: 14 0.0 12: 17 0.4 14:20 0.1 16:23 0 . 1 10: 17 0.0 12:20 0.4 14:23 0.1 16:26 0 . 1 10:20 0.0 12:23 0.3 14:26 0.1 16:29 0.1 10:23 0.0 12:26 0.3 14:29 0 .1 16:32 0 .1 10:26 0.0 12:29 0.2 14:32 0.1 16:35 0.1 10:29 o.o 12:32 0.2 14:35 0.1 16:38 0 .1 10:32 0.0 12:35 0.2 14:38 0.1 16:41 0.1 10:35 0.0 12:38 0.2 14:41 0.1 16:44 0 .1 10:38 0.0 12:41 0.2 14:44 0.1 16:47 0.1 10:41 0.0 12:44 0.2 14:47 0.1 16:50 0.1 10:44 0.0 12:47 0.2 14:50 0.1 16:53 0.1 10:47 0.0 12:50 0.2 14:53 0.1 16:56 0.1 10 :50 0.0 12:53 0.2 14:56 0.1 16:59 0 .1 10:53 0.0 12:56 0.2 14:59 0.1 17:02 0.1 10:56 0.0 12:59 0.1 15:02 0.1 17:05 0.1 10:59 0.0 13:02 0.1 15:05 0.1 17:08 0.1 11 :02 0.0 13:05 0.1 15:08 0.1 17: 11 0.1 11:05 0.0 13:08 0.1 15: 11 0.1 17: 14 0 .1 11:08 0.0 13:11 0.1 15:14 0.1 17: 17 0 .1 11:1 1 0.0 13:14 0.1 15: 17 0.1 17:20 0.1 11:14 0.0 13:17 0.1 15:20 0.1 17:23 0.1 11:17 0.0 . 13:20 0.1 15:23 0.1 17:26 0.1 11:20 0 .1 13:23 0.1 15:26 0.1 17:29 0.1 11 :23 0 .1 13:26 0.1 15:29 0.1 17 :32 0.1 Vol~ of runoff = 0 .10 ac. ft . Depth of runoff = 1.99 in . -------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/16/97 Proj . Leader D.KEATING Client KIRKLAND Job 97-338 Misc . Note -SITE DESIGN -------------------------------------------------------------------------------- 15 Type SCS Desc . BASIN A EX 10YR Area 0.9 ac. Time of Concent. 10 min . Freq . 10 .0 yrs CN 75 Storm Di st Type I I Len 24 hrs Precip . 7.40 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs ------------------------------------------------------------------------------- 7:06 o.o 9:21 0.0 11:36 0.5 13:51 0.3 7:09 0.0 9:24 0.1 11:39 0.9 13:54 0.3 7:12 0.0 9:27 0 .1 11:42 1.2 13:57 0.3 7:15 0.0 9:30 0.1 11:45 1.4 14:00 0.3 7:18 0.0 9:33 0.1 11:48 1.6 14:03 0.3 7:21 0.0 9:36 0.1 11: 51 2.1 14:06 0.3 7:24 0.0 9:39 0 .1 11:54 3.1 14:09 0.3 7:27 0.0 9:42 0.1 11:57 4.2 14: 12 0.2 7:30 0.0 9:45 0.1 12:00 4.9 14: 15 0.2 7:33 0.0 9:48 0.1 12:03 5.3 14:18 0.2 7:36 0.0 9:51 0.1 12:06 4.9 14:21 0.2 7:39 0.0 9:54 0.1 12:09 3.6 14:24 0.2 7:42 0.0 9:57 0.1 12: 12 2.3 14:27 0.2 7:45 0.0 10:00 0.1 12:15 1.6 14:30 0.2 7:48 0.0 10:03 0.1 12:18 1.3 14:33 0.2 7:51 0.0 10:06 0.1 12:21 1.1 14:36 0.2 7:54 0.0 10:09 0.1 12:24 0.9 14:39 0.2 7:57 0.0 10: 12 0.1 12:27 0.8 14:42 0.2 8:00 0.0 10: 15 0.1 12:30 0.7 14:45 0.2 8:03 0.0 10: 18 0.1 12:33 0.6 14:48 0.2 8:06 0.0 10:21 0.1 12:36 0.6 14:51 0.2 8:09 0.0 10:24 0.1 12:39 0.6 14:54 0.2 8:12 0.0 10:27 0.1 12:42 0.5 14:57 0.2 8:15 0.0 10:30 0.1 12:45 0.5 15:00 0.2 8:18 0.0 10:33 0.1 12:48 0.5 15:03 0.2 8:21 0 .0 10:36 0.1 12:51 0.5 15:06 0.2 8:24 0.0 10:39 0.1 12:54 0.5 15:09 0.2 8:27 0.0 10:42 0.1 12:57 0.4 15:12 0.2 8:30 0.0 10:45 0.1 13:00 0.4 15:15 0.2 8:33 0.0 10:48 0.2 13:03 0.4 15: 18 0.2 8:36 0.0 10:51 0.2 13:06 0.4 15:21 0.2 8:39 0.0 10:54 0.2 13:09 0.4 15:24 0.2 8:42 0.0 10:57 0.2 13: 12 0.4 15:27 0.2 8:45 0.0 11:00 0.2 13: 15 0.3 15:30 0.2 8:48 0 .0 11:03 0.2 13: 18 0.3 15:33 0.2 8:51 0.0 11:06 0.2 13:21 0.3 15:36 0.2 8:54 0.0 11:09 0.2 13:24 0.3 15:39 0.2 8:57 0.0 11:12 0.2 13:27 0.3 15:42 0.2 9:00 0.0 11:15 0.2 13:30 0.3 15:45 0.2 9:03 0.0 11:18 0.3 13:33 0.3 15:48 0.2 9:06 0.0 11:21 0.3 13:36 0.3 15:51 0.2 9:09 0.0 11:24 0.3 13:39 0.3 15:54 0.2 9: 12 0.0 11:27 0.3 13:42 0.3 15:57 0.2 9:15 0.0 11 :30 0.3 13:45 0.3 16:00 0.2 9:18 0.0 11 :33 0.3 13:48 0.3 16:03 0.2 Continued on next page Continued from previous page 16:06 0.2 17:00 0.2 17:54 0.1 18:48 o. 1 16:09 0.2 17:03 0.2 17:57 0.1 18:51 0.1 16: 12 0.2 17:06 0.2 18:00 0.1 18:54 0.1 16:15 0.2 17:09 0.2 18:03 0.1 18:57 0.1 16:18 0.2 17: 12 0.2 18:06 0.1 19:00 0.1 16:21 0.2 17: 15 0.2 18:09 0.1 19:03 0.0 16:24 0.2 17:18 0.2 18: 12 0.1 19:06 0.0 16:27 0.2 17:21 0.2 18:15 0.1 19:09 0.1 16:30 0.2 17:24 0.2 18: 18 0.1 19:12 0.1 16:33 0.2 17:27 0.1 18:21 0.1 19:15 o.o 16:36 0.2 17:30 0.1 18:24 0.1 19:18 0.0 16:39 0.2 17:33 0.1 18:27 0.1 19:21 0.1 16:42 0.2 17:36 0.1 18:30 0.1 19:24 0.1 16:45 0.2 17:39 0.1 18:33 0.1 19:27 0.0 16:48 0.2 17:42 0.1 18:36 0.1 19:30 0.0 16:51 0.2 17:45 0.1 18:39 0.1 19 :33 0.1 16:54 0.2 17:48 0.1 18:42 0.1 16:57 0.2 17:51 0.1 18:45 0.1 Vollllle of runoff = 0.32 ac. ft. Depth of runoff = 4 .30 in. -------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/16/97 Proj . Leader D.KEATING Client KIRKLAND Job 97 -338 Misc . Note -SITE DESIGN -------------------------------------------------------------------------------- 16 Type SCS Desc . BASIN B EX 10YR Area 1.2 ac. Time of Concent . 10 min . Freq. 10 .0 yrs CN 75 Storm Dist Type II Len 24 hrs Precip. 7.40 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cf s hr:min cfs hr:min cfs hr:min cfs ------------------------------------------------------------------------------- 7:06 0.0 9:21 0.1 11:36 0.7 13:51 0.3 7:09 0.0 9:24 0.1 11 :39 1.1 13:54 0.3 7: 12 0.0 9:27 0.1 11 :42 1.6 13:57 0.3 7: 15 0 .0 9:30 0.1 11:45 1.9 14:00 0.3 7:18 o.o 9:33 0.1 11:48 2.1 14:03 0.3 7:21 0.0 9:36 0.1 11:51 2.7 14:06 0 .3 7:24 0.0 9:39 0.1 11:54 4.2 14:09 0.3 7:27 0 .0 9:42 0.1 11 :57 5.6 14:12 0.3 7:30 0.0 9:45 0.1 12:00 6.5 14:15 0.3 7:33 0.0 9:48 0 .1 12:03 7.0 14: 18 0.3 7:36 0.0 9:51 0.1 12:06 6.6 14:21 0.3 7:39 0.0 9:54 0.1 12:09 4.8 14:24 0.3 7:42 0.0 9:57 0.1 12:12 3.0 14:27 0.3 7:45 0 .0 10:00 0.1 12: 15 2.1 14:30 0.3 7:48 0.0 10:03 0.1 12: 18 1.7 14:33 0.3 7:51 0.0 10:06 0.1 12:21 1.4 14:36 0.3 7:54 o.o 10:09 0 .1 12:24 1.2 14:39 0.3 7:57 0.0 10: 12 0 .1 12:27 1.0 14:42 0.3 8:00 0 .0 10:15 0 .1 12:30 0.9 14:45 0.3 8:03 0 .0 10: 18 0.1 12:33 0.9 14:48 0.3 8:06 0.0 10:21 0 .1 12:36 0.8 14:51 0.3 8:09 0.0 10:24 0.1 12:39 0.8 14:54 0.3 8: 12 0 .0 10:27 0.1 12:42 0.7 14:57 0.3 8 :15 0.0 10:30 0.1 12:45 0.7 15:00 0.3 8:18 0.0 10:33 0.1 12:48 0.7 15:03 0.3 8:21 0 .0 10:36 0.2 12:51 0.7 15:06 0.3 8:24 0.0 10:39 0.2 12:54 0.6 15:09 0 .3 8:27 0 .0 10:42 0.2 12:57 0.6 15:12 0.3 8:30 0 .0 10:45 0.2 13:00 0.6 15:15 0.3 8:33 0.0 10:48 0.2 13:03 0.6 15: 18 0.3 8:36 0.0 10:51 0.2 13:06 0.5 15:21 0.3 8:39 0.0 10:54 0.2 13:09 0.5 15:24 0.3 8:42 0.0 10:57 0.2 13:12 0.5 15:27 0.3 8:45 0.0 11:00 0.3 13:15 0.5 15:30 0.3 8:48 0.0 11:03 0.3 13: 18 0.5 15:33 0.3 8:51 0.0 11:06 0.3 13:21 0.4 15:36 0.3 8:54 0.0 11:09 0.3 13:24 0.4 15:39 0.3 8:57 0.0 11:12 0.3 13:27 0.4 15:42 0.3 9:00 0.0 . 11: 15 0.3 13:30 0.4 15:45 0.3 9:03 0.1 11: 18 0.3 13:33 0.4 15:48 0.3 9:06 0.1 11: 21 0.4 13:36 0.4 15:51 0.3 9:09 0.1 11:24 0.4 13:39 0.4 15:54 0.3 9:12 0.1 11:27 0.4 13:42 0.4 15:57 0.3 9:15 0.1 11:30 0.4 13:45 0.4 16:00 0.3 9:18 0 .1 11:33 0.5 13:48 0.3 16:03 0.3 Continued on next page Continued from previous page 16:06 0.3 17:00 0 .2 17:54 0.2 18:48 0.1 16:09 0.3 17:03 0 .2 17:57 0.2 18:51 0.1 16: 12 0 .3 17:06 0.2 18:00 0.2 18:54 0 .1 16: 15 0 .2 17:09 0.2 18:03 0.2 18:57 0.1 16:18 0.2 17: 12 0 .2 18:06 0.2 19:00 0.1 16:21 0 .2 17: 15 0.2 18:09 0.2 19:03 0.1 16:24 0.2 17: 18 0.2 18:12 0.2 19:06 0.0 16:27 0.2 17:21 0.2 18:15 0.2 19:09 0.1 16:30 0.2 17:24 0 .2 18:18 0.2 19: 12 0.1 16:33 0.2 17:27 0.2 18:21 0.2 19:15 0.1 16:36 0.2 17:30 0.2 18 :24 0.2 19:18 0.0 16:39 0.2 17:33 0.2 18:27 0 .2 19:21 0.1 16:42 0.2 17:36 0.2 18:30 0.2 19:24 0.1 16:45 0 .2 17:39 0.2 18:33 0.2 19:27 0.1 16:48 0.2 17:42 0.2 18:36 0.2 19:30 0.0 16:51 0.2 17:45 0.2 18:39 0.1 19:33 0 .1 16:54 0.2 17:48 0.2 18:42 0.1 16:57 0 .2 17:51 0.2 18:45 0 .1 Volune of runoff = 0.43 ac. ft . Depth of runoff = 4.32 in . ------------------------------------------------------------------------------- File Name -CS HOTEL Date 04/16/97 Proj . Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN ------------------------------------------------------------------------------- 17 Type SCS Desc. BASIN C EX 10YR Area 0.6 ac. Time of Concent. 10 min . Freq . 10.0 yrs CN 75 Storm Dist Type II Len 24 hrs Precip. 7.40 ------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs ------------------------------------------------------------------------------- 7:06 0.0 9:21 0.0 11 :36 0.3 13:51 0.2 7:09 0.0 9:24 o.o 11 :39 0.6 13:54 0 .2 7:12 o.o 9:27 0.0 11 :42 0.8 13:57 0.2 7: 15 0.0 9:30 0.0 11:45 0.9 14:00 0.2 7:18 0.0 9:33 0.0 11 :48 1.1 14:03 0.2 7:21 0.0 9:36 0.0 11:51 1.4 14:06 0.2 7:24 0.0 9:39 0.0 11:54 2.1 14:09 0.2 7:27 0.0 9:42 0.0 11 :57 2.8 14:12 0'.2 7:30 0.0 9:45 0.0 12:00 3.2 14: 15 0.2 7:33 0.0 9:48 0.0 12:03 3.5 14: 18 0.2 7:36 0.0 9:51 o.o 12:06 3.3 14:21 0.2 7:39 0.0 9:54 0.0 12:09 2.4 14:24 0.2 7:42 0.0 9:57 0.0 12: 12 1.5 14:27 0 .2 7:45 0.0 10:00 0.0 12: 15 1. 1 14:30 0.2 7:48 0.0 10:03 0.0 12: 18 0.8 14:33 0.2 7:51 0.0 10:06 0.0 12:21 0.7 14:36 0.2 7:54 0.0 10:09 0.1 12:24 0.6 14:39 0.2 7:57 0.0 10:12 0.1 12:27 0.5 14:42 0.2 8:00 0.0 10:15 0.1 12:30 0.5 14:45 0.2 8:03 0 .0 10: 18 0.1 12:33 0.4 14:48 0.2 8:06 0.0 10:21 0.1 12:36 0.4 14:51 0.2 8:09 0.0 10:24 0.1 12:39 0.4 14:54 0.2 8:12 0.0 10:27 0.1 12:42 0.4 14:57 0.2 8:15 o.o 10:30 0.1 12:45 0.4 15:00 0.2 8:18 0.0 10:33 0.1 12:48 0.3 15:03 0 .1 8:21 0.0 10:36 0.1 12:51 0.3 15:06 0 .1 8:24 0.0 10:39 0.1 12:54 0.3 15:09 0.1 8:27 0.0 10:42 0.1 12:57 0.3 15:12 0.1 8:30 0.0 10:45 0.1 13:00 0.3 15:15 0.1 8:33 0.0 10:48 0.1 13:03 0.3 15:18 0.1 8:36 0.0 10:51 0.1 13:06 0.3 15:21 0.1 8:39 0.0 10:54 0.1 13:09 0.3 15:24 0.1 8:42 0.0 10:57 0.1 13: 12 0.2 15:27 0.1 8:45 0.0 11:00 0.1 13: 15 0.2 15:30 0. 1 8:48 0.0 11:03 0.1 13: 18 0.2 15:33 0. 1 8:51 0.0 11:06 0.1 13:21 0.2 15:36 0. 1 8:54 0.0 11:09 0.1 13:24 0.2 15:39 0. 1 8:57 0.0 11:12 0.2 13:27 0.2 15:42 0. 1 9:00 0.0 11:15 0.2 13:30 0.2 15:45 o. 1 9:03 0.0 11:18 0.2 13:33 0.2 15:48 0 .1 9:06 0.0 11: 21 0.2 13:36 0.2 15:51 0.1 9:09 0.0 11:24 0.2 13:39 0.2 15:54 0.1 9:12 0.0 11:27 0.2 13:42 0.2 15:57 0.1 9: 15 0.0 11:30 0.2 13:45 0.2 16:00 0.1 9:18 0.0 11:33 0.2 13:48 0.2 16:03 0.1 Continued on next page ontinued from previous page 16:06 0.1 17:00 0.1 17:54 0.1 18:48 0.1 16:09 0.1 17:03 0.1 17:57 0.1 18:51 0.1 16:12 0.1 17:06 0.1 18:00 0.1 18:54 0.1 16: 15 0.1 17:09 0.1 18:03 0.1 18:57 0.1 16: 18 0.1 17: 12 0 .1 18:06 0.1 19:00 0.0 16:21 0.1 17:15 0.1 18:09 0.1 19:03 0.0 16:24 0.1 17: 18 0.1 18:12 0.1 19:06 0.0 16:27 0.1 17:21 0.1 18:15 0.1 19:09 0.1 16:30 0.1 17:24 0.1 18: 18 0.1 19 :12 0.0 16:33 0.1 17:27 0.1 18:21 0.1 19:15 0.0 16:36 0.1 17:30 0.1 18:24 0.1 19:18 0.0 16:39 0.1 17:33 0.1 18:27 0.1 19:21 0.1 16:42 0.1 17:36 0.1 18:30 0.1 19:24 0.0 16:45 0.1 17:39 0.1 18:33 0.1 19:27 0.0 16:48 0.1 17:42 0.1 18:36 0.1 19 :30 0.0 16:51 0.1 17:45 0.1 18:39 0.1 19 :33 0.1 16:54 0.1 17:48 0.1 18:42 0.1 16:57 0.1 17:51 0.1 18:45 0.1 Volune of runoff = 0.21 ac. ft. Depth of runoff = 4.28 in . -------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Hise. Note -SITE DESIGN -------------------------------------------------------------------------------- 15 Type SCS Desc. BASIN A EX 25YR Area 0 .9 ac. Time of Concent. 10 min . Freq . 25.0 yrs CN 75 Storm Dist Type 11 Len 24 hrs Precip. 8 .80 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs ·------------------------------------------------------------------------------- 6:21 0.0 8:36 0.1 10:51 0.2 13:06 0 .5 6:24 0.0 8:39 0.1 10:54 0.2 13:09 0.5 6:27 0.0 8:42 0.1 10:57 0.3 13: 12 0.4 6:30 0.0 8:45 0.1 11:00 0.3 13:15 0.4 6:33 0.0 8:48 0.1 11:03 0.3 13: 18 0.4 6:36 0.0 8:51 0.1 11:06 0.3 13:21 0.4 6:39 0.0 8:54 0.1 11:09 0.3 13:24 0.4 6:42 0.0 8:57 0.1 11:12 0.3 13:27 0.4 6:45 0.0 9:00 0.1 11: 15 0.3 13:30 0 .4 6:48 o.o 9:03 0.1 11: 18 0.4 13:33 0.4 6:51 0.0 9:06 0.1 11: 21 0.4 13:36 0.4 6:54 0.0 9:09 0. 1 11:24 0.4 13:39 0.3 6:57 0.0 9: 12 0.1 11:27 0.4 13:42 0.3 7:00 0.0 9: 15 0.1 11:30 0.5 13:45 0.3 7:03 0.0 9: 18 0. 1 11:33 0.5 13:48 0.3 7:06 0.0 9:21 0.1 11:36 0.7 13:51 0.3 7:09 o.o 9:24 0.1 11 :39 1.2 13:54 0.3 7: 12 0.0 9:27 0.1 11:42 1.7 13:57 0.3 7: 15 o.o 9:30 0.1 11:45 1.9 14:00 0.3 7:18 0.0 9:33 0.1 11:48 2.1 14:03 0 .3 7:21 0.0 9:36 0.1 11:51 2.9 14:06 0.3 7:24 0.0 9:39 0.1 11:54 4.3 14:09 0.3 7:27 0.0 9:42 0.1 11 :57 5.5 14:12 0.3 7 :30 0.0 9:45 0.1 12:00 6.3 14: 15 0 .3 7:33 0.0 9:48 0.1 12:03 6.7 14: 18 0.3 7:36 0.0 9:51 0.1 12:06 6.0 14:21 0.3 7:39 0.0 9:54 0. 1 12:09 4.2 14:24 0.3 7 :42 0.0 9:57 0.1 12: 12 2.7 14:27 0.3 7:45 0.0 10:00 0.1 12:15 1.9 14:30 0.3 7:48 0.0 10:03 0.1 12: 18 1.5 14:33 0.3 7:51 0.0 10:06 0.1 12:21 1.3 14:36 0.3 7:54 0.0 10:09 0.1 12:24 1.1 14:39 0.3 7:57 0.0 10: 12 0.1 12:27 0.9 14:42 0.3 8:00 0.0 10: 15 0.1 12:30 0.8 14:45 0.3 8:03 0.0 10:18 0.1 12:33 0.8 14:48 0.3 8:06 0.0 10:21 0.1 12:36 0.8 14:51 0 .3 8:09 0.0 10:24 0.1 12:39 0.7 14:54 0 .3 8:12 0.0 10:27 0.2 12:42 0.7 14:57 0.3 8:15 0.0 . 10:30 0.2 12:45 0.7 15:00 0.3 8:18 0.0 10:33 0.2 12:48 0.6 15:03 0.3 8:21 0.0 10:36 0.2 12:51 0.6 15:06 0.3 8:24 0.0 10:39 0.2 12:54 0.6 15:09 0.3 8:27 o.o 10:42 0.2 12:57 0.5 15: 12 0.3 8:30 0.1 10:45 0.2 13:00 0.5 15: 15 0.3 8:33 0.1 10:48 0.2 13:03 0.5 15: 18 0.3 Continued on next page Continued from prev i ous page 15 :21 0 .3 16:15 0.2 17:09 0 .2 18:03 0 .2 15:24 0.3 16: 18 0.2 17: 12 0.2 18:06 0.2 15:27 0.3 16:21 0.2 17:15 0 .2 18:09 0 .1 15:30 0.3 16:24 0 .2 17: 18 0.2 18:12 0 .1 15:33 0.3 16:27 0 .2 17:21 0.2 18:15 0.0 15:36 0.3 16:30 0.2 17:24 0 .2 18:18 0 .1 15:39 0.3 16:33 0 .2 17:27 0.2 18:21 0 .1 15:42 0.3 16:36 0.2 17:30 0.2 18:24 0 .1 15:45 0.3 16:39 0.2 17:33 0.2 18:27 0.0 15:48 0.2 16:42 0 .2 17:36 0.2 18:30 0 .1 15:51 0 .2 16:45 0.2 17:39 0.2 18:33 0.1 15:54 0.2 16:48 0 .2 17:42 0.2 18:36 0.1 15:57 0 .2 16:51 0.2 17:45 0.2 18:39 0 .0 16:00 0.2 16:54 0.2 17:48 0 .2 18:42 0 .1 16:03 0.2 16:57 0 .2 17:51 0.2 18:45 0.1 16:06 0 .2 17:00 0.2 17:54 0.2 18:48 0 .1 16:09 0.2 17:03 0.2 17:57 0.2 16:12 0 .2 17:06 0 .2 18:00 0 .2 Vollllle of runof f = 0.41 ac . ft . Dept h of runoff = 5.47 in . ------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN ------------------------------------------------------------------------------- 16 Type SCS Desc . BASIN B EX 25YR Area 1.2 ac. Time of Concent . 10 min . Freq. 25.0 yrs CN 75 Storm Dist Type 11 Len 24 hrs Precip. 8.80 ------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------- 6:21 o.o 8:36 o. 1 10:51 0.3 13:06 0 .7 6:24 0.0 8:39 0.1 10:54 0.3 13:09 0.6 6:27 0.0 8:42 0.1 10:57 0.4 13: 12 0 .6 6:30 o.o 8:45 0.1 11:00 0.4 13: 15 0.6 6:33 0.0 8:48 0.1 11:03 0.4 13: 18 0.6 6:36 0.0 8:51 0.1 11 :06 0.4 13:21 0.6 6:39 0.0 8:54 0.1 11:09 0.4 13:24 0.5 6:42 0.0 8:57 0.1 11:12 0.4 13:27 0.5 6:45 0.0 9:00 0.1 11:15 0.5 13:30 0.5 6:48 o.o 9:03 0.1 11:18 0.5 13:33 0.5 6:51 0.0 9:06 0.1 11:21 0.5 13:36 0.5 6:54 0.0 9:09 0.1 11:24 0.5 13:39 0.5 6:57 0.0 9: 12 0.1 11:27 0.6 13:42 0.4 7:00 0.0 9: 15 0.1 11:30 0.6 13:45 0.4 7:03 0.0 9:18 0.1 11:33 0.6 13:48 0.4 7:06 0.0 9:21 0.1 11 :36 1.0 13:51 0.4 7:09 0.0 9:24 0.1 11 :39 1.6 13:54 0.4 7:12 0.0 9:27 0.1 11:42 2.2 13:57 0.4 7: 15 0.0 9:30 0.1 11:45 2.6 14:00 0.4 7:18 0.0 9:33 0.1 11 :48 2.8 14:03 0.4 7:21 0.0 9:36 0.1 11:51 3.8 14:06 0 .4 7:24 0.0 9:39 0.1 11:54 5.7 14:09 0.4 7:27 0.0 9:42 0.1 11 :57 7.4 14: 12 0.4 7:30 0.0 9:45 o. 1 12:00 8 .4 14: 15 0.4 7:33 0.0 9:48 0.1 12:03 8.9 14: 18 0.4 7:36 0.0 9:51 0.1 12:06 8.0 14:21 0.4 7:39 0.0 9:54 0.1 12:09 5.6 14:24 0.4 7:42 0.0 9:57 0.1 12: 12 3.6 14:27 0.4 7:45 0.0 10:00 0.1 12: 15 2.6 14:30 0.4 7:48 0.0 10:03 0.1 12:18 2.1 14:33 0 .4 7:51 0.0 10:06 0.1 12:21 1.7 14:36 0.4 7:54 0.0 10:09 0.2 12:24 1.4 14:39 0.4 7:57 0.0 10:12 0.2 12:27 1.2 14:42 0.4 8:00 0.0 10: 15 0.2 12:30 1.1 14:45 0.4 8:03 0.0 10: 18 0.2 12:33 1.1 14:48 0.4 8:06 0.0 10:21 0.2 12:36 1.0 14:51 0.4 8:09 0.0 10:24 0.2 12:39 1.0 14:54 0.4 8:12 0.0 10:27 0.2 12:42 0.9 14:57 0.4 8:15 0.1 10:30 0.2 12:45 0.9 15:00 0.4 8:18 0.1 10:33 0.2 12:48 0.9 15:03 0.4 8:21 0.1 10:36 0.2 12:51 0.8 15:06 0.4 8:24 0.1 10:39 0.3 12:54 0.8 15:09 0.4 8:27 0.1 10:42 0.3 12:57 0.7 15: 12 0.4 8:30 0.1 10:45 0.3 13:00 0.7 15:15 0.4 8:33 0.1 10:48 0.3 13:03 0.7 15: 18 0.4 Continued on next page Continued f r om previous page 15:21 0.4 16:15 0.3 17:09 0.3 18:03 0.2 15:24 0.4 16: 18 0.3 17: 12 0 .3 18:06 0.2 15:27 0.4 16:21 0.3 17: 15 0.3 18:09 0.1 15:30 0.3 16:24 0.3 17:18 0.3 18:12 0.1 15:33 0.3 16:27 0.3 17:21 0.3 18: 15 0.0 15:36 0.3 16:30 0.3 17:24 0.2 18: 18 0.2 15:39 0.3 16:33 0.3 17:27 0.2 18:21 0.1 15:42 0.3 16:36 0.3 17:30 0.2 18:24 0.1 15:45 0.3 16:39 0.3 17:33 0.2 18:27 0.0 15:48 0.3 16:42 0.3 17:36 0.2 18 :30 0.2 15:51 0.3 16:45 0.3 17:39 0.2 18:33 0.1 15:54 0.3 16:48 0.3 17:42 0.2 18:36 0.1 15:57 0.3 16:51 0.3 17:45 0.2 18:39 0.0 16:00 0.3 16:54 0.3 17:48 0.2 18:42 0.2 16:03 0.3 16:57 0.3 17:51 0.2 18 :45 0.1 16:06 0.3 17:00 0.3 17:54 0.2 18:48 0.1 16:09 0.3 17:03 0.3 17:57 0.2 16: 12 0.3 17:06 0.3 18:00 0 .2 Vo l l.Ille of runoff = 0.54 ac. ft. Depth of runoff = 5.45 in . File Name -QS HOTEL Proj. Leader D.KEATING Client KIRKLAND Misc. Note -SITE DESIGN 17 Type SCS Desc. BASIN C EX 25YR Area 0.6 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:D3 7:06 7:09 7:12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 8:09 8:12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 Flow cfs D.O 0.0 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Time hr:min 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9:12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10:15 10:18 10:21 10:24 10:27 10:30 10:33 10:36 10:39 10:42 10:45 10:48 Flow cfs 0.0 o.o 0.0 0.0 0.0 o.o 0.0 o.o 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Time hr:min 10:51 10:54 10:57 11:00 11:03 11:06 11:09 11:12 11:15 11:18 11: 21 11:24 11:27 11:30 11 :33 11:36 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:03 12:06 12:09 12:12 12:15 12:18 12:21 12:24 12:27 12:30 12:33 12:36 12:39 12:42 12:45 12:48 12:51 12:54 12:57 13:00 13:03 Date 04/16/97 Job 97-338 Freq. 25.0 yrs CN 75 Len 24 hrs Precip. 8.80 Flow cfs 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.5 0.8 1.1 1.3 1.4 1.9 2.9 3.7 4.2 4.5 4.0 2.8 1.8 1.3 1.0 0.9 0.7 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.4 0.3 0.3 Time hr:min 13:06 13:09 13: 12 13: 15 13: 18 13:21 13:24 13:27 13:30 13:33 13:36 13:39 13:42 13:45 13:48 13:51 13:54 13:57 14:00 14:03 14:06 14:09 14:12 14:15 14:18 14:21 14:24 14:27 14:30 14:33 14:36 14:39 14:42 14:45 14:48 14:51 14:54 14:57 15:00 15:03 15:06 15:09 15:12 15:15 15: 18 Flow cfs 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 Continued on next page Continued from previous page 15:21 0.2 16:15 0.2 17:09 0 .1 18:03 0.1 15:24 0.2 16:18 0.2 17:12 0.1 18:06 0.1 15:27 0.2 16:21 0.2 17:15 0.1 18:09 0.1 15:30 0.2 16:24 0.2 17:18 0.1 18: 12 0.0 15:33 0.2 16:27 0.1 17:21 0.1 18:15 o.o 15:36 0.2 16:30 0.1 17:24 0.1 18: 18 0.1 15:39 0.2 16:33 0.1 17:27 0.1 18:21 0. 1 15:42 0.2 16:36 0.1 17:30 0. 1 18:24 0.0 15:45 0.2 16:39 0.1 17:33 0.1 18:27 0.0 15:48 0.2 16:42 0.1 17:36 0.1 18:30 0 .1 15:51 0.2 16:45 0.1 17:39 0.1 18:33 0.1 15:54 0.2 16:48 0.1 17:42 0.1 18:36 0.0 15:57 0.2 16:51 0.1 17:45 0.1 18:39 0.0 16:00 0.2 16:54 0.1 17:48 0.1 18:42 0.1 16:03 0.2 16:57 0.1 17:51 0.1 18:45 0.1 16:06 0.2 17:00 0.1 17:54 0.1 18:48 0.0 16:09 0.2 17:03 0.1 17:57 0.1 16:12 0.2 17:06 0.1 18:00 0.1 Volune of runoff = 0 .27 ac. ft. Depth of runoff = 5 .41 in . -------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97 -338 Misc. Note · SITE DESIGN -------------------------------------------------------------------------------- 15 Type SCS Desc. BASIN A EX 50YR Area 0.9 ac. Time of Concent. 10 min . Freq . 50.0 yrs CN 75 Storm Dist Type 11 Len 24 hrs Precip . 9 .80 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs ------------------------------------------------------------------------------- 5:57 0.0 8: 12 0.1 10:27 0.2 12:42 0.8 6:00 0.0 8: 15 0.1 10:30 0.2 12:45 0.7 6:03 0.0 8:18 0.1 10:33 0.2 12:48 0.7 6:06 0.0 8:21 0. 1 10:36 0.2 12:51 0.7 6:09 0.0 8:24 0. 1 10:39 0.2 12:54 0.7 6: 12 0.0 8:27 0.1 10:42 0.2 12:57 0.6 6: 15 0.0 8:30 o. 1 10:45 0.3 13 :00 0.6 6: 18 0.0 8:33 0.1 10:48 0.3 13:03 0.6 6:21 0.0 8:36 0.1 10:51 0.3 13:06 0.6 6:24 0.0 8:39 0. 1 10:54 0 .3 13:09 0 .5 6:27 0.0 8:42 0.1 10:57 0.3 13:12 0.5 6:30 0.0 8:45 0.1 11:00 0 .3 13:15 0.5 6:33 0.0 8:48 0.1 11:03 0.3 13:18 0.5 6:36 0.0 8:51 0.1 11:06 0.4 13 :21 0.5 6:39 0.0 8:54 0.1 11:09 0.4 13:24 0.5 6:42 0.0 8:57 0.1 11:12 0 .4 13 :27 0.4 6:45 0 .0 9:00 0.1 11:15 0.4 13:30 0.4 6:48 0 .0 9:03 0. 1 11:18 0 .4 13:33 0.4 6:51 o.o 9:06 0.1 11:21 0 .4 13:36 0 .4 6:54 o.o 9:09 0.1 11:24 0.5 13 :39 0.4 6:57 0.0 9:12 0.1 11:27 0.5 13:42 0.4 7:00 0.0 9:15 0.1 11:30 0.5 13 :45 0 .4 7 :03 0.0 9:18 0.1 11:33 0 .6 13:48 0 .4 7:06 0.0 9:21 0.1 11 :36 0.8 13:51 0 .4 7:09 0.0 9:24 0.1 11 :39 1.4 13:54 0.4 7:12 0 .0 9 :27 0.1 11 :42 1.9 13:57 0.4 7 :15 0.0 9:30 0.1 11:45 2.2 14:00 0.4 7:18 0.0 9:33 0.1 11:48 2 .5 14:03 0 .4 7:21 0.0 9:36 0 .1 11:51 3.2 14 :06 0 .4 7:24 0.0 9:39 0.1 11:54 4 .8 14:09 0.4 7:27 0.0 9:42 0.1 11:57 6.3 14: 12 0.4 7:30 0.0 9:45 0.1 12:00 7 .2 14: 15 0.4 7:33 0.0 9:48 0.1 12:03 7.7 14: 18 0.4 7:36 0.0 9:51 0.1 12:06 7.0 14:21 0 .4 7:39 0 .0 9:54 0.1 12:09 5.0 14:24 0 .4 7:42 0.0 9:57 0.1 12:12 3.2 14:27 0.4 7:45 0.0 10:00 0.1 12: 15 2.2 14:30 0.3 7:48 0.0 10:03 0.1 12: 18 1.8 14:33 0.3 7:51 0.0 . 10:06 0.1 12:21 1.5 14:36 0.3 7:54 0.0 10:09 0.1 12:24 1.3 14:39 0.3 7:57 0.0 10: 12 0.2 12:27 1.1 14:42 0 .3 8 :00 0.0 10: 15 0.2 12:30 1.0 14:45 0.3 8 :03 0.0 10: 18 0.2 12:33 0.9 14:48 0.3 8:06 0.0 10:21 0.2 12:36 0.9 14:51 0 .3 8 :09 0.0 10:24 0.2 12:39 0.8 14:54 0 .3 Continued on next page Continued from previous page 14:57 0.3 15:51 0.3 16:45 0.2 17:39 0.1 15:00 0.3 15:54 0.3 16:48 0.2 17:42 o.o 15:03 0.3 15:57 0.3 16:51 0.2 17:45 0.2 15:06 0.3 16:00 0 .3 16:54 0.2 17:48 0.1 15:09 0.3 16:03 0.3 16:57 0.2 17:51 0.1 15:12 0.3 16:06 0.3 17:00 0.2 17:54 0.0 15: 15 0.3 16:09 0.3 17:03 0.2 17:57 0.2 15:18 0.3 16:12 0.3 17:06 0.2 18:00 0.1 15:21 0.3 16:15 0.3 17:09 0.2 18:03 0.1 15:24 0.3 16:18 0.3 17:12 0.2 18:06 0.0 15:27 0.3 16:21 0.3 17:15 0.2 18:09 0.2 15:30 0.3 16:24 0.3 17:18 0.2 18:12 0.1 15:33 0.3 16:27 0.3 17:21 0.2 18:15 0.1 15:36 0.3 16:30 0.3 17:24 0.2 18: 18 0.0 15:39 0.3 16:33 0.3 17:27 0.2 18:21 0.2 15:42 0.3 16:36 0.2 17:30 0.2 18:24 0.1 15:45 0.3 16:39 0.2 17:33 0.2 15:48 0.3 16:42 0.2 17:36 0.2 Volune of runoff = 0.47 ac . ft. Depth of runoff = 6.24 in . --------------------------------------------------------------------------------File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN --------------------------------------------------------------------------------16 Type SCS Desc. BASIN B EX 50YR Area 1.2 ac. Time of Concent. 10 min. Freq. 50.0 yrs CN 75 Storm Dist Type I I Len 24 hrs Precip. 9.80 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs i-------------------------------------------------------------------------------5:57 0.0 8: 12 0.1 10:27 0.3 12:42 1.0 6:00 0.0 8: 15 0.1 10:30 0.3 12:45 1.0 6:03 0.0 8:18 0.1 10:33 0.3 12:48 1.0 6:06 0.0 8:21 0.1 10:36 0.3 12:51 0.9 6:09 0.0 8:24 0.1 10:39 0.3 12:54 0.9 6: 12 0.0 8:27 0.1 10:42 0.3 12:57 0.8 6:15 0.0 8:30 0.1 10:45 0.3 13:00 0.8 6:18 0.0 8:33 0.1 10:48 0.4 13:03 0.8 6:21 0.0 8:36 0.1 10:51 0.4 13:06 0.8 6:24 0.0 8:39 0.1 10:54 0.4 13:09 0.7 6:27 o.o 8:42 0.1 10:57 0.4 13: 12 0.7 6:30 0.0 8:45 0.1 11:00 0.4 13: 15 0.7 6:33 0.0 8:48 0.1 11:03 0.5 13: 18 0.6 6:36 0.0 8:51 0.1 11:06 0.5 13:21 0.6 6:39 0.0 8:54 0.1 11 :09 0.5 13:24 0.6 6:42 0.0 8:57 0.1 11:12 0.5 13:27 0.6 6:45 0.0 9:00 0.1 11:15 0.6 13:30 0.6 6:48 0.0 9:03 0.1 11:18 0.6 13:33 0.6 6:51 0.0 9:06 0.1 11 :21 0.6 13:36 0.5 6:54 0.0 9:09 0.1 11:24 0.6 13:39 0.5 6:57 0.0 9:12 0.1 11:27 0.7 13:42 0.5 7:00 0.0 9:15 0. 1 11:30 0.7 13:45 0.5 7:03 0.0 9:18 0.1 11:33 0.8 13:48 0.5 7:06 o.o 9:21 0.1 11:36 1.1 13:51 0.5 7:09 0.0 9:24 0.1 11:39 1.9 13:54 0.5 7:12 0.0 9:27 0.1 11:42 2.6 13:57 0.5 7:15 0.0 9:30 0.1 11:45 3.0 14:00 0.5 7:18 0.0 9:33 0.1 11 :48 3.3 14:03 0.5 7:21 0.0 9:36 0.1 11: 51 4.3 14:06 0.5 7:24 0.0 9:39 0.2 11:54 6.5 14:09 0.5 7:27 0.0 9:42 0.2 11:57 8.4 14: 12 0.5 7:30 0.0 9:45 0.2 12:00 9.6 14: 15 0.5 7:33 0.0 9:48 0.2 12:03 10.2 14:18 0.5 7:36 0.0 9:51 0.2 12:06 9.4 14:21 0.5 7:39 0.0 9:54 0.2 12:09 6.7 14:24 0.5 7:42 0.0 9:57 0.2 12:12 4.3 14:27 0.5 7:45 0.1 10:00 0.2 12:15 3.0 14:30 0.5 7:48 0.1 10:03 0.2 12:18 2.4 14:33 0.5 7:51 0.1 . 10:06 0.2 12:21 2.0 14:36 0.5 7:54 0.1 10:09 0.2 12:24 1.7 14:39 0.5 7:57 0.1 10: 12 0.2 12:27 1.4 14:42 0.5 8:00 0.1 10: 15 0.2 12:30 1.3 14:45 0.4 8:03 0.1 10: 18 0.2 12:33 1.2 14:48 0.4 8:06 0.1 10:21 0.2 12:36 1.2 14:51 0.4 8:09 0.1 10:24 0.2 12:39 1.1 14:54 0.4 Continued on next page Continued from previous page 14:57 0.4 15:51 0.4 16:45 0.3 17:39 0 .1 15:00 0.4 15:54 0.4 16:48 0.3 17:42 0.0 15:03 0.4 15:57 0.4 16:51 0.3 17:45 0 .2 15:06 0.4 16:00 0.4 16:54 0.3 17:48 0.2 15:09 0.4 16:03 0.4 16:57 0.3 17:51 0.1 15:12 0.4 16:06 0.4 17:00 0.3 17:54 0.0 15:15 0.4 16:09 0.4 17:03 0.3 17:57 0.2 15:18 0.4 16: 12 0.4 17:06 0.3 18:00 0.2 15:21 0.4 16:15 0.4 17:09 0.3 18:03 0.1 15:24 0.4 16: 18 0.4 17:12 0.3 18:06 0.0 15:27 0.4 16:21 0.3 17: 15 0.3 18:09 0.2 15:30 0.4 16:24 0.3 17:18 0.3 18: 12 0.2 15:33 0.4 16:27 0.3 17:21 0.3 18:15 0.1 15:36 0.4 16:30 0.3 17:24 0.3 18: 18 0.0 15:39 0.4 16:33 0.3 17:27 0.3 18:21 0.2 15:42 0.4 16:36 0.3 17:30 0.3 18:24 0 .2 15:45 0.4 16:39 0.3 17:33 0.3 15:48 0.4 16:42 0.3 17:36 0.3 Volune of runoff = 0.63 ac. ft . Depth of runoff = 6.28 in . --------------------------------------------------------------------------------File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN --------------------------------------------------------------------------------17 Type SCS Desc. BASIN C EX 50YR Area 0.6 ac. Time of Concent. 10 min. Freq. 50.0 yrs CN 75 Storm Dist Type II Len 24 hrs Precip. 9.80 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cf s --------------------------------------------------------------------------------5:57 o.o 8:12 o.o 10:27 0.1 12:42 0.5 6:00 0.0 8:15 0.0 10:30 0.1 12:45 0.5 6:03 0.0 8:18 0.0 10:33 0.1 12:48 0.5 6:06 0.0 8:21 0.0 10:36 0.1 12:51 0.5 6:09 0.0 8:24 0.0 10:39 0.2 12:54 0.4 6: 12 0.0 8:27 0.0 10:42 0.2 12:57 0.4 6: 15 0.0 8:30 0.0 10:45 0.2 13:00 0.4 6:18 0.0 8:33 0.0 10:48 0.2 13:03 0.4 6:21 0.0 8:36 0.0 10:51 0.2 13:06 0.4 6:24 0.0 8:39 0.0 10:54 0.2 13:09 0.4 6:27 0.0 8:42 o.o 10:57 0.2 13:12 0.3 6:30 0.0 8:45 0.1 11:00 0.2 13:15 0.3 6:33 0.0 8:48 0.1 11:03 0.2 13:18 0.3 6:36 0.0 8:51 0.1 11:06 0.2 13:21 0.3 6:39 0.0 8:54 0.1 11:09 0.3 13:24 0.3 6:42 0.0 8:57 0.1 11:12 0.3 13:27 0.3 6:45 0.0 9:00 0.1 11:15 0.3 13:30 0.3 6:48 0.0 9:03 0.1 11: 18 0.3 13:33 0.3 6:51 0.0 9:06 0.1 11:21 0.3 13:36 0.3 6:54 0.0 9:09 0.1 11:24 0.3 13:39 0.3 6:57 0.0 9:12 0.1 11:27 0.3 13:42 0.3 7:00 0.0 9:15 0.1 11:30 0.4 13:45 0.3 7:03 0.0 9:18 0.1 11 :33 0.4 13:48 0.3 7:06 0.0 9:21 0.1 11 :36 0.6 13:51 0.3 7:09 0.0 9:24 0.1 11:39 0.9 13:54 0.3 7:12 0.0 9:27 0.1 11:42 1.3 13:57 0.2 7:15 0.0 9:30 0.1 11:45 1.5 14:00 0.2 7:18 0.0 9:33 0.1 11:48 1.7 14:03 0.2 7:21 0.0 9:36 0.1 11:51 2.2 14:06 0.2 7:24 0.0 9:39 0.1 11:54 3.2 14:09 0.2 7:27 0.0 9:42 0.1 11 :57 4.2 14:12 0.2 7:30 0.0 9:45 0.1 12:00 4.8 14:15 0.2 7:33 0.0 9:48 0.1 12:03 5.1 14:18 0.2 7:36 0.0 9:51 0.1 12:06 4.7 14:21 0.2 7:39 0.0 9:54 0.1 12:09 3.3 14:24 0.2 7:42 0.0 9:57 0.1 12:12 2.1 14:27 0.2 7:45 0.0 10:00 0.1 12: 15 1.5 14:30 0.2 7:48 0.0 10:03 0.1 12: 18 1.2 14:33 0.2 7:51 0.0 10:06 0.1 12:21 1.0 14:36 0.2 7:54 0.0 10:09 0.1 12:24 0.8 14:39 0.2 7:57 0.0 10: 12 0.1 12:27 0.7 14:42 0.2 8:00 0.0 10: 15 0.1 12:30 0.6 14:45 0.2 8:03 0.0 10: 18 0.1 12:33 0.6 14:48 0.2 8:06 0.0 10:21 0.1 12:36 0.6 14:51 0.2 8:09 0.0 10:24 0.1 12:39 0.5 14:54 0.2 Continued on next page Continued from previous page 14:57 0.2 15:51 0.2 16:45 0.2 17:39 0.1 15:00 0.2 15:54 0.2 16:48 0.2 17:42 0 .0 15:03 0.2 15:57 0.2 16:51 0.2 17:45 0.1 15:06 0.2 16:00 0 .2 16:54 0.2 17:48 0.1 15:09 0.2 16:03 0.2 16:57 0.2 17:51 0.1 15:12 0.2 16:06 0.2 17:00 0.2 17:54 0.0 15:15 0.2 16:09 0.2 17:03 0.2 17:57 0.1 15:18 0.2 16:12 0.2 17:06 0.2 18:00 0.1 15:21 0 .2 16: 15 0.2 17:09 0.1 18:03 0.1 15:24 0.2 16: 18 0.2 17:12 0.1 18:06 0.0 15:27 0 .2 16:21 0.2 17:15 0.1 18:09 0.1 15:30 0.2 16:24 0.2 17:18 0.1 18: 12 0.1 15:33 0.2 16:27 0.2 17:21 0.1 18:15 0.0 15:36 0.2 16:30 0.2 17:24 0.1 18: 18 0.0 15:39 0.2 16:33 0.2 17:27 0.1 18:21 0.1 15:42 0.2 16:36 0.2 17:30 0.1 18:24 0.1 15:45 0.2 16:39 0.2 17:33 0.1 15:48 0 .2 16:42 0.2 17 :36 0 .1 Volune of runoff = 0 .31 ac . ft . Depth of runoff = 6.24 in . ------------------------------------------------------------------------------- File Name -QS HOTEL Date D4/12/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN -------------------------------------------------------------------------------- 1 Type SCS Desc . BASIN A EX 100 YR Area 0 .9 ac . Time of Concent . 10 min . Freq . 100.0 yrs CN 75 Storm Dist Type I I Len 24 hrs Precip. 11.00 ------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cf s hr:min cfs hr:min cfs hr:min cfs ------------------------------------------------------------------------------- 5:27 0.0 7:42 0.1 9:57 0 .2 12: 12 3.6 5:30 0.0 7:45 0 .1 10:00 0.2 12:15 2.6 5:33 0.0 7:48 0.1 10:03 0.2 12:18 2.1 5:36 0.0 7:51 0.1 10:06 0.2 12:21 1.8 5 :39 0.0 7:54 0.1 10:09 0.2 12:24 1.4 5:42 0.0 7:57 0.1 10:12 0 .2 12:27 1.2 5 :45 o.o 8:00 0.1 10: 15 0.2 12:30 1.1 5:48 0.0 8:03 0.1 10: 18 0.2 12:33 1.1 5:51 0.0 8:06 0 .1 10:21 0.2 12:36 1.0 5:54 o.o 8:09 0.1 10:24 0.2 12:39 1.0 5 :57 0 .0 8:12 0.1 10:27 0.2 12:42 0.9 6 :00 0.0 8: 15 0 .1 10:30 0 .3 12:45 0.9 6:03 o.o 8:18 0.1 10:33 0.3 12:48 0.9 6:06 0.0 8:21 0.1 10:36 0 .3 12:51 0.8 6:09 0.0 8:24 0 .1 10 :39 0.3 12:54 0 .8 6 : 12 0.0 8:27 0.1 10 :42 0.3 12:57 0.7 6 :15 0.0 8:30 0.1 10:45 0.3 13:00 0.7 6 :18 0.0 8:33 0.1 10:48 0 .3 13:03 0.7 6:21 0.0 8:36 0.1 10:51 0.4 13:06 0 .7 6 :24 0.0 8:39 0.1 10:54 0 .4 13:09 0.6 6 :27 0.0 8:42 0.1 10 :57 0.4 13: 12 0.6 6:30 0 .0 8:45 0.1 11:00 0 .4 13: 15 0 .6 6 :33 0.0 8:48 0.1 11:03 0 .4 13:18 0.6 6:36 0.0 8:51 0 . 1 11:06 0.5 13:21 0.6 6:39 0 .0 8 :54 0 .1 11:09 0.5 13:24 0.5 6:42 0.0 8:57 0.1 11:12 0 .5 13:27 0.5 6:45 0.0 9:00 0.1 11:15 0 .5 13:30 0 .5 6:48 0 .0 9:03 0.1 11:18 0 .5 13:33 0.5 6:51 0 .0 9:06 0.1 11:21 0 .6 13:36 0.5 6:54 0.0 9:09 0.1 11:24 0 .6 13:39 0.5 6:57 0.0 9: 12 0.1 11:27 0.7 13:42 0.5 7:00 0.0 9: 15 0. 1 11:30 0.7 13:45 0.5 7:03 0 .0 9:18 0.1 11:33 0.7 13:48 0.5 7:06 0.0 9:21 0.1 11:36 1.1 13:51 0.5 7:09 0.0 9:24 0 .1 11 :39 1.8 13:54 0.5 7:12 0.0 9:27 0.1 11:42 2 .4 13:57 0.5 7: 15 0.0 9:30 0.1 11:45 2.8 14:00 0.4 7:18 0 .0 9:33 0.1 11 :48 3.1 14:03 0.4 7:21 0.0 9:36 0.1 11:51 4.2 14:06 0.4 7:24 0.0 9:39 0.2 11 :54 6.1 14:09 0 .4 7 :27 0 .1 9:42 0.2 11 :57 7.8 14: 12 0.4 7:30 0 .1 9:45 0.2 12:00 8 .8 14 :15 0.4 7:33 0.1 9:48 0.2 12:03 9.2 14:18 0.4 7:36 0.1 9:51 0 .2 12:06 8.1 14:21 0.4 7:39 0 .1 9:54 0.2 12:09 5.6 14:24 0 .4 Continued on next page :ontinued from previous page 14:27 0.4 15:21 0.4 16:15 0 .3 17:09 0.3 14:30 0.4 15:24 0.4 16:18 0.3 17: 12 0.1 14:33 0.4 15:27 0.4 16:21 0.3 17: 15 0.0 14:36 0.4 15:30 0.4 16:24 0.3 17: 18 0.2 14:39 0.4 15:33 0.4 16:27 0.3 17:21 0.2 14:42 0.4 15:36 0.4 16:30 0.3 17:24 0.1 14:45 0.4 15:39 0.4 16:33 0.3 17:27 0.0 14:48 0.4 15:42 0.3 16:36 0.3 17:30 0.2 14:51 0.4 15:45 0.3 16:39 0.3 17:33 0.2 14:54 0.4 15:48 0.3 16:42 0.3 17:36 0.1 14:57 0.4 15:51 0.3 16:45 0.3 17:39 0.0 15:00 0.4 15:54 0.3 16:48 0.3 17:42 0.2 15:03 0.4 15:57 0.3 16:51 0.3 17:45 0.2 15:06 0.4 16:00 0.3 16:54 0.3 17:48 0.1 15:09 0.4 16:03 0.3 16:57 0.3 17:51 0.0 15:12 0.4 16:06 0.3 17:00 0.3 17:54 0.2 15:15 0.4 16:09 0.3 17:03 0.3 15:18 0.4 16: 12 0.3 17:06 0.3 Vol1.111e of runoff = 0.56 ac. ft . Depth of runoff = 7.25 in. --------------------------------------------------------------------------------File Name -CS HOTEL Date 04/12/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN '--------------------------------------------------------------------------------2 Type SCS Desc. BASIN B EX 100 YR Area 1.2 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 75 Storm Dist Type II Len 24 hrs Precip. 11.00 ·-------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cf s hr:min cfs hr:min cfs hr:min cfs ·-------------------------------------------------------------------------------5:27 0.0 7:42 0.1 9:57 0.2 12:12 4.5 5:30 0.0 7:45 0.1 10:00 0.2 12: 15 3.2 5:33 0.0 7:48 0.1 10:03 0.2 12:18 2.6 5:36 0.0 7:51 0.1 10:06 0.2 12:21 2.2 5:39 0.0 7:54 0.1 10:09 0.2 12:24 1.8 5:42 0.0 7:57 0.1 10: 12 0.2 12:27 1.6 5:45 0.0 8:00 0.1 10:15 0.3 12:30 1.4 5:48 0.0 8:03 0.1 10: 18 0.3 12:33 1.4 5:51 0.0 8:06 0.1 10:21 0.3 12:36 1.3 5:54 0.0 8:09 0.1 10:24 0.3 12:39 1.2 5:57 0.0 8: 12 0.1 10:27 0.3 12:42 1.1 6:00 0.0 8: 15 0.1 10:30 0.3 12:45 1.1 6:03 0.0 8:18 0.1 10:33 0.3 12:48 1. 1 6:06 0.0 8:21 0.1 10:36 0.3 12:51 1.0 6:09 0.0 8:24 0.1 10:39 0.4 12:54 1.0 6:12 0.0 8:27 0.1 10:42 0.4 12:57 0.9 6: 15 0.0 8:30 0.1 10:45 0.4 13:00 0.9 6:18 0.0 8:33 0.1 10:48 0.4 13:03 0.9 6:21 0.0 8:36 0.1 10:51 0.4 13:06 0.8 6:24 0.0 8:39 0.1 10:54 0.5 13:09 0.8 6:27 0.0 8:42 0.1 10:57 0.5 13: 12 0.7 6:30 0.0 8:45 0.1 11:00 0.5 13: 15 0.7 6:33 0.0 8:48 0.1 11:03 0.5 13: 18 0.7 6:36 0.0 8:51 0.1 11 :06 0.6 13:21 0.7 6:39 o.o 8:54 0.1 11:09 0.6 13:24 0.7 6:42 0.0 8:57 0.1 11:12 0.6 13:27 0.6 6:45 0.0 9:00 0.1 11:15 0.7 13:30 0.6 6:48 0.0 9:03 0.1 11:18 0.7 13:33 0.6 6:51 0.0 9:06 0.1 11:21 0.7 13:36 0.6 6:54 0.0 9:09 0.2 11:24 0.8 13:39 0.6 6:57 0.1 9:12 0.2 11 :27 0.8 13:42 0.6 7:00 0.1 9:15 0.2 11 :30 0.9 13:45 0.6 7:03 0.1 9:18 0.2 11 :33 0.9 13:48 0.6 7:06 0.1 9:21 0.2 11 :36 1.4 13:51 0.6 7:09 0.1 9:24 0.2 11 :39 2.3 13:54 0.6 7:12 0.1 9:27 0.2 11 :42 3.1 13:57 0.6 7: 15 0.1 9:30 0.2 11 :45 3.5 14:00 0.6 7:18 0.1 9:33 0.2 11:48 3.9 14:03 0.6 7:21 0.1 9:36 0.2 11:51 5.2 14:06 0.6 7:24 0.1 9:39 0.2 11:54 7.7 14:09 0.6 7:27 0.1 9:42 0.2 11 :57 9.8 14: 12 0.5 7:30 0.1 9:45 0.2 12:00 11.0 14: 15 0.5 7:33 0.1 9:48 0.2 12:03 11.5 14: 18 0.5 7:36 0.1 9:51 0.2 12:06 10.2 14:21 0.5 7:39 0.1 9:54 0.2 12:09 7 .1 14:24 0.5 Continued on next page ·ontinued from previous page 14:27 0.5 15:21 0.5 16:15 0.4 17:09 0.3 14:30 0.5 15:24 0.5 16: 18 0.4 17:12 0.1 14:33 0.5 15:27 0.5 16:21 0.4 17:15 0.1 14:36 0.5 15:30 0.5 16:24 0.4 17: 18 0.3 14:39 0.5 15:33 0.5 16:27 0.4 17:21 0.2 14:42 0.5 15:36 0.4 16:30 0.4 17:24 0.1 14:45 0.5 15:39 0.4 16:33 0.4 17:27 0.0 14:48 0.5 15:42 0.4 16:36 0.4 17:30 0.3 14:51 0.5 15:45 0.4 16:39 0.4 17:33 0.2 14:54 0.5 15:48 0.4 16:42 0.4 17:36 0.1 14:57 0.5 15:51 0.4 16:45 0.4 17:39 o.o 15:00 0.5 15:54 0.4 16:48 0.4 17:42 0.3 15:03 0.5 15:57 0.4 16:51 0.4 17:45 0.2 15:06 0.5 16:00 0.4 16:54 0.4 17:48 0.1 15:09 0.5 16:03 0.4 16:57 0.3 17:51 0.0 15:12 0.5 16:06 0.4 17:00 0.3 17:54 0.3 15:15 0.5 16:09 0.4 17:03 0.3 15:18 0.5 16: 12 0.4 17:06 0.3 Vollllle of runoff = o. 71 ac . ft. Depth of runoff = 7.25 in. ------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/12/97 Proj. leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN ------------------------------------------------------------------------------- 3 Type SCS Desc. BASIN C EX 100 YR Area 0.6 ac. Time of Concent . 10 min. Freq. 100 .0 yrs CN 75 Storm Dist Type 11 Len 24 hrs Precip. 11.00 ------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs ------------------------------------------------------------------------------- 5:27 0.0 7:42 0.0 9:57 0.1 12:12 2.4 5:30 0.0 7:45 o.o 10:00 0.1 12:15 1.7 5:33 0.0 7:48 0.0 10:03 0.1 12:18 1.4 5:36 o.o 7:51 o.o 10:06 0.1 12:21 1.2 5:39 0.0 7:54 0.0 10:09 0.1 12:24 1.0 5:42 0.0 7:57 o.o 10:12 0.1 12:27 0.8 5:45 o.o 8:00 0.0 10:15 0.1 12:30 0.8 5:48 0.0 8:03 0.0 10:18 0.1 12:33 0.7 5:51 0.0 8:06 0.0 10:21 0.1 12:36 0.7 5:54 0.0 8:09 0.0 10:24 0.2 12:39 0.6 5:57 0.0 8: 12 0.0 10:27 0.2 12:42 0.6 6:00 o.o 8: 15 0.1 10:30 0.2 12:45 0.6 6:03 0.0 8:18 0.1 10:33 0.2 12:48 0.6 6:06 0.0 8:21 0.1 10:36 0.2 12:51 0.6 6:09 0.0 8:24 0.1 10:39 0.2 12:54 0.5 6: 12 0.0 8:27 0.1 10:42 0.2 12:57 0.5 6: 15 0.0 8:30 0.1 10:45 0.2 13:00 0.5 6: 18 0.0 8:33 0.1 10:48 0.2 13:03 0.5 6:21 0.0 8:36 0.1 10:51 0.2 13:06 0.4 6:24 0.0 8:39 0.1 10:54 0.3 13:09 0.4 6:27 0.0 8:42 0.1 10:57 0.3 13: 12 0.4 6:30 0.0 8:45 0.1 11:00 0.3 13:15 0.4 6:33 0.0 8:48 0.1 11:03 0.3 13:18 0.4 6:36 0.0 8:51 0.1 11:06 0.3 13:21 0.4 6:39 0.0 8:54 0.1 11:09 0.3 13:24 0.4 6:42 0.0 8:57 0.1 11:12 0.3 13:27 0.3 6:45 0.0 9:00 0.1 11:15 0.3 13:30 0.3 6:48 0.0 9:03 0.1 11: 18 0.4 13:33 0.3 6:51 0.0 9:06 0.1 11 :21 0.4 13:36 0.3 6:54 0.0 9:09 0 .1 11:24 0.4 13:39 0.3 6:57 0.0 9:12 0.1 11:27 0.4 13:42 0.3 7:00 0.0 9:15 0.1 11:30 0.5 13:45 0.3 7:03 0.0 9:18 0.1 11:33 0.5 13:48 0.3 7:06 0.0 9:21 0.1 11:36 0.7 13:51 0.3 7:09 0.0 9:24 0.1 11:39 1.2 13:54 0.3 7:12 0.0 9:27 0.1 11:42 1.6 13:57 0.3 7:15 0.0 9:30 0.1 11:45 1.9 14:00 0.3 7:18 0.0 9:33 0.1 11 :48 2.1 14:03 0.3 7:21 0.0 9:36 0.1 11:51 2.8 14:06 0.3 7:24 0.0 9:39 0.1 11:54 4.1 14:09 0.3 7:27 0.0 9:42 0.1 11 :57 5.2 14:12 0.3 7:30 0.0 9:45 0.1 12:00 5.8 14: 15 0.3 7:33 0.0 9:48 0.1 12:03 6.1 14: 18 0.3 7:36 0.0 9:51 0.1 12:06 5.4 14:21 0.3 7:39 0.0 9:54 0.1 12:09 3.8 14:24 0.3 Continued on next page ontinued from previous page 14:27 0.3 15:21 0 .2 16: 15 0 .2 17 :09 0.2 14:30 0 .3 15:24 0 .2 16: 18 0 .2 17: 12 0.1 14:33 0.3 15:27 0.2 16:21 0 .2 17:15 0.0 14:36 0 .3 15:30 0.2 16:24 0.2 17:18 0 .2 14:39 0.3 15:33 0.2 16:27 0.2 17:21 0.1 14:42 0.3 15:36 0.2 16:30 0.2 17:24 0.1 14:45 0.3 15:39 0.2 16:33 0.2 17:27 0.0 14:48 0.3 15:42 0.2 16:36 0.2 17:30 0.2 14:51 0.3 15:45 0.2 16:39 0.2 17:33 0.1 14:54 0.3 15:48 0.2 16:42 0.2 17:36 0.1 14:57 0.3 15:51 0.2 16:45 0.2 17:39 0.0 15:00 0.3 15:54 0.2 16:48 0.2 17:42 0 .2 15:03 0.3 15:57 0.2 16:51 0.2 17:45 0.1 15:06 0.3 16:00 0 .2 16:54 0 .2 17:48 0.1 15:09 0 .3 16:03 0 .2 16:57 0.2 17:51 0.0 15: 12 0.3 16:06 0 .2 17:00 0 .2 17:54 0.1 15:15 0.3 16:09 0.2 17:03 0.2 15:18 0 .2 16:12 0.2 17:06 0 .2 Volune of runoff = 0.37 ac. ft. Depth of runoff = 7.24 in. -------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97 -338 Misc. Note -SITE DESIGN -------------------------------------------------------------------------------- 18 Type SCS Desc. BASIN A DEV 2 YR Area 0 .9 ac . Time of Concent. 10 min . Freq. 2 .0 yrs CN 75 Storm Dist Type 11 Len 24 hrs Precip. 4.50 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------- 9:23 o.o 11:38 0.2 13:53 0.1 16:08 0.1 9:26 0.0 11:41 0.4 13:56 0.1 16:11 0.1 9:29 0.0 11 :44 0.5 13:59 0.1 16: 14 0.1 9:32 0.0 11:47 0.6 14:02 0.1 16: 17 0.1 9:35 0.0 11:50 0.7 14:05 0.1 16:20 0.1 9:38 0.0 11:53 1.1 14:08 0 .1 16:23 0 .1 9:41 0.0 11:56 1.7 14:11 0.1 16 :26 0.1 9:44 0.0 11 :59 2.1 14:14 0.1 16:29 0.1 9:47 0.0 12:02 2.4 14:17 0.1 16:32 0.1 9:50 0 .0 12:05 2.4 14:20 0.1 16:35 0.1 9:53 0.0 12:08 1.9 14:23 0.1 16:38 0.1 9:56 0.0 12:11 1.3 14:26 0.1 16:41 0.1 9:59 0 .0 12:14 0.9 14:29 0.1 16:44 0.1 10:02 0 .0 12: 17 0.7 14:32 0.1 16:47 0.1 10:05 0 .0 12:20 0.6 14:35 0.1 16:50 0.1 10:08 o.o 12:23 0.5 14:38 0.1 16:53 0.1 10: 11 0.0 12:26 0.4 14:41 0.1 16 :56 0.1 10: 14 o.o 12:29 0.3 14:44 0.1 16:59 0 .1 10:17 0.0 12:32 0.3 14:47 0.1 17:02 0.1 10:20 0.0 12:35 0.3 14:50 0.1 17:05 0 .1 10:23 o.o 12:38 0.3 14:53 0.1 17:08 0.1 10:26 o.o 12:41 0.3 14:56 0.1 17: 11 0.1 10:29 0.0 12:44 0.3 14:59 0.1 17: 14 0.1 10:32 0.0 12:47 0.3 15:02 0.1 17:17 0 .1 10:35 0.0 12:50 0.3 15:05 0.1 17:20 0.1 10 :38 0.0 12:53 0.2 15:08 0.1 17:23 0.1 10:4 1 0.0 12:56 0.2 15:11 0.1 17:26 0 .1 10:44 0.0 12:59 0.2 15:14 0.1 17:29 0.1 10 :47 0.0 13:02 0.2 15:17 0.1 17:32 0.1 10:50 0.0 13:05 0.2 15:20 0.1 17:35 0.1 10:53 0.0 13:08 0.2 15:23 0.1 17 :38 0.1 10:56 0 .0 13: 11 0.2 15:26 0.1 17:41 0.1 10:59 o.o 13:14 0 .2 15:29 0.1 17:44 0.1 11:02 0.1 13:17 0.2 15:32 0.1 17:47 0 .1 11 :05 0.1 13:20 0.2 15:35 0.1 17:50 0.1 11:08 0.1 13:23 0.2 15:38 0.1 17 :53 0.1 11 : 11 0.1 13:26 0.2 15:41 0.1 17:56 0.1 11:14 0.1 13:29 0.2 15:44 0.1 17:59 0.1 11: 17 0.1 . 13:32 0.2 15:47 0.1 18:02 0.1 11:20 0.1 13:35 0.2 15:50 0.1 18:05 0 .1 11:23 0.1 13:38 0.1 15:53 0.1 18:08 0.1 11:26 0.1 13:41 0.1 15:56 0.1 18: 11 0.1 11:29 0 .1 13:44 0.1 15:59 0.1 18:14 0.1 11:32 0.1 13:47 0.1 16:02 0 .1 18:17 0.1 11:35 0.1 13:50 0.1 16:05 0 .1 18:20 0 .1 Continued on next page Continued from previous page 18:23 0.1 18:41 0.1 18:59 0.1 19:17 0 .1 18:26 0.1 18:44 0.1 19:02 0.1 19:20 0.1 18:29 0.1 18:47 0.1 19:05 0.1 19:23 0.1 18:32 0.1 18:50 0.1 19:08 0.1 19:26 0.0 18:35 0.1 18:53 0.1 19: 11 0.1 19:29 0.0 18:38 0 .1 18:56 0.1 19: 14 0.1 19:32 0 .0 Voll.Ille of runoff = 0.15 ac. ft . Depth of runoff = 2 .02 in . --------------------------------------------------------------------------------File Name -QS HOTEL Date 04/16/97 , Proj. Leader D.KEAT!NG Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN --------------------------------------------------------------------------------19 Type SCS Desc. BASIN B DEV 2 YR Area 1.2 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 96 Storm Dist Type 11 Len 24 hrs Precip. 4.50 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cf s hr:min cf s hr:min cfs hr:min cfs -------------------------------------------------------------------------------2:07 0.0 4:22 0.0 6:37 0.1 8:52 0.1 2:10 o.o 4:25 0.0 6:40 0.1 8:55 0.1 2:13 0.0 4:28 o.o 6:43 0.1 8:58 0.1 2:16 0.0 4:31 0.0 6:46 0.1 9:01 0.1 2: 19 0.0 4:34 0.0 6:49 0.1 9:04 0.1 2:22 0.0 4:37 0.0 6:52 0.1 9:07 0.1 2:25 0.0 4:40 0.0 6:55 0.1 9: 10 0.1 2:28 0.0 4:43 0.0 6:58 0.1 9:13 0.1 2:31 0.0 4:46 0.0 7:01 0.1 9:16 0.1 2:34 0.0 4:49 0.0 7:04 0.1 9:19 0. 1 2:37 0.0 4:52 0.0 7:07 0.1 9:22 0.1 2:40 0.0 4:55 0.0 7:10 0.1 9:25 0.1 2:43 0.0 4:58 0.0 7:13 0.1 9:28 0.1 2:46 0.0 5:01 0.0 7:16 0.1 9:31 0.1 2:49 0.0 5:04 0.0 7:19 0.1 9:34 0.1 2:52 0.0 5:07 0.0 7:22 0.1 9:37 0.2 2:55 0.0 5: 10 0.0 7:25 0.1 9:40 0.2 2:58 o.o 5:13 0.0. 7:28 0.1 9:43 0.2 3:01 0.0 5: 16 0.0 7:31 0.1 9:46 0.2 3:04 0.0 5: 19 0.0 7:34 0.1 9:49 0.2 3:07 0.0 5:22 0.0 7:37 0.1 9:52 0.2 3:10 0.0 5:25 0.1 7:40 0.1 9:55 0.2 3: 13 0.0 5:28 0.1 7:43 0.1 9:58 0.2 3:16 0.0 5:31 0.1 7:46 0.1 10:01 0.2 3:19 0.0 5:34 0.1 7:49 0.1 10:04 0.2 3:22 o.o 5:37 0.1 7:52 0.1 10:07 0.2 3:25 0.0 5:40 0.1 7:55 0.1 10: 10 0.2 3:28 0.0 5:43 0.1 7:58 0.1 10: 13 0.2 3:31 0.0 5:46 0.1 8:01 0.1 10: 16 0.2 3:34 0.0 5:49 0.1 8:04 0.1 10: 19 0.2 3:37 0.0 5:52 0.1 8:07 0.1 10:22 0.2 3:40 0.0 5:55 0.1 8:10 0.1 10:25 0.2 3:43 0.0 5:58 0.1 8:13 0.1 10:28 0.2 3:46 0.0 6:01 0.1 8:16 0.1 10:31 0.2 3:49 0.0 6:04 0.1 8:19 0.1 10:34 0.2 3:52 0.0 6:07 0.1 8:22 0.1 10:37 0.2 3:55 0.0 6: 10 0.1 8:25 0.1 10:40 0.3 3:58 0.0 6:13 0.1 8:28 0.1 10:43 0.3 4:01 0.0 6:16 0.1 8:31 0.1 10:46 0.3 4:04 0.0 6:19 0.1 8:34 0.1 10:49 0.3 4:07 0.0 6:22 0.1 8:37 0.1 10:52 0.3 4:10 0.0 6:25 0.1 8:40 0.1 10:55 0.3 4: 13 0.0 6:28 0.1 8:43 0.1 10:58 0.3 4:16 0.0 6:31 0.1 8:46 0.1 11:01 0.3 4:19 0.0 6:34 0.1 8:49 0.1 11:04 0.4 Continued on next page Continued from previous page 11:07 0.4 12:01 5.4 12:55 0.4 13:49 0.3 11:10 0.4 12:04 5.6 12:58 0.4 13:52 0.3 11: 13 0.4 12:07 4.8 13:01 0.4 13:55 0.3 11:16 0.4 12:10 3.3 13:04 0.4 13:58 0.3 11:19 0.4 12: 13 2.1 13:07 0.4 14:01 0.3 11:22 0.4 12: 16 1.5 13:10 0.4 14:04 0.1 11:25 0.5 12:19 1.2 13: 13 0.3 14:07 0.0 11:28 0.5 12:22 1.0 13: 16 0.3 14:10 0.2 11:31 0.5 12:25 0.8 13: 19 0.3 14:13 0.2 11:34 0.6 12:28 0.7 13:22 0.3 14:16 0.1 11:37 0.8 12:31 0.7 13:25 0.3 14:19 0.0 11:40 1.4 12:34 0.6 13:28 0.3 14:22 0.2 11:43 1.8 12:37 0.6 13:31 0.3 14:25 0.2 11:46 2.0 12:40 0.6 13:34 0.3 14:28 0.1 11:49 2.1 12:43 0.5 13:37 0.3 14:31 0.0 11:52 2.8 12:46 0.5 13:40 0.3 14:34 0.2 11:55 4.0 12:49 0.5 13:43 0.3 11:58 5.0 12:52 0.5 13:46 0.3 Volune of runoff = 0.33 ac . ft. Depth of runoff = 3.28 in. --------------------------------------------------------------------------------File Name -QS HOTEL Date 04/16/97 Proj. leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN --------------------------------------------------------------------------------20 Type SCS Desc. BASIN C DEV 2 YR Area 0.6 ac. Time of Concent. 10 min. Freq. 2.0 yrs CN 95 Storm Dist Type 11 Len 24 hrs Precip. 4.50 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------2:36 0.0 4:51 0.0 7:06 0.0 9:21 0.1 2:39 0.0 4:54 0.0 7:09 0.0 9:24 0.1 2:42 0.0 4:57 0.0 7: 12 0.0 9:27 0.1 2:45 0.0 5:00 0.0 7:15 0.0 9:30 0.1 2:48 0.0 5:03 0.0 7:18 0.0 9:33 0.1 2:51 o.o 5:06 0.0 7:21 0.0 9:36 0.1 2:54 0.0 5:09 o.o 7:24 0.0 9:39 0.1 2:57 0.0 5: 12 0.0 7:27 0.0 9:42 0.1 3:00 0.0 5: 15 0.0 7:30 0.0 9:45 0.1 3:03 0.0 5: 18 0.0 7:33 0.0 9:48 0.1 3:06 0.0 5:21 0.0 7:36 0.0 9:51 0.1 3:09 0.0 5:24 0.0 7:39 0.0 9:54 0.1 3: 12 o.o 5:27 0.0 7:42 0.0 9:57 0.1 3: 15 0.0 5:30 0.0 7:45 0.0 10:00 0.1 3:18 0.0 5:33 0.0 7:48 0.0 10:03 0.1 3:21 0.0 5:36 0.0 7:51 0.0 10:06 0.1 3:24 0.0 5:39 0.0 7:54 0.0 10:09 0.1 3:27 0.0 5:42 0.0 7:57 0.0 10:12 0.1 3:30 0.0 5:45 0.0 8:00 0.0 10:15 0.1 3:33 0.0 5:48 0.0 8:03 0.0 10:18 0.1 3:36 o.o 5:51 0.0 8:06 0.0 10:21 0.1 3:39 0.0 5:54 0.0 8:09 0.0 10:24 0.1 3:42 0.0 5:57 0.0 8:12 0.0 10:27 0.1 3:45 0.0 6:00 0.0 8: 15 0.0 10:30 0.1 3:48 0.0 6:03 0.0 8:18 0.0 10:33 o. 1 3:51 0.0 6:06 0.0 8:21 0.0 10:36 0.1 3:54 0.0 6:09 o.o 8:24 0.1 10:39 0.1 3:57 o.o 6: 12 o.o 8:27 0.1 10:42 0.1 4:00 0.0 6: 15 0.0 8:30 0.1 10:45 o. 1 4:03 0.0 6:18 0.0 8:33 0.1 10:48 0.1 4:06 0.0 6:21 0.0 8:36 0.1 10:51 0.1 4:09 0.0 6:24 0.0 8:39 0.1 10:54 0.2 4: 12 0.0 6:27 0.0 8:42 0.1 10:57 0.2 4:15 0.0 6:30 0.0 8:45 0.1 11:00 0.2 4:18 0.0 6:33 0.0 8:48 0.1 11:03 0.2 4:21 0.0 6:36 0.0 8:51 0.1 11:06 0.2 4:24 0.0 6:39 0.0 8:54 0.1 11:09 0.2 4:27 0.0 6:42 0.0 8:57 0.1 11:12 0.2 4:30 0.0 6:45 0.0 9:00 0.1 11:15 0.2 4:33 0.0 6:48 0.0 9:03 0.1 11: 18 0.2 4:36 0.0 6:51 0.0 9:06 0.1 11:21 0.2 4:39 0.0 6:54 0.0 9:09 0.1 11:24 0.2 4:42 0.0 6:57 0.0 9:12 0.1 11:27 0.2 4:45 0.0 7:00 0.0 9: 15 0.1 11 :30 0.2 4:48 0.0 7:03 0.0 9:18 0.1 11:33 0.3 Continued on next page .Continued from previous page 11 :36 0.4 12:30 0.3 13:24 0.2 14:18 0.1 11:39 0.6 12:33 0.3 13:27 0.1 14:21 0.1 11:42 0.8 12:36 0.3 13:30 0.1 14:24 0.1 11:45 0.9 12:39 0.3 13:33 0.1 14:27 0.1 11:48 1.0 12:42 0.3 13:36 0.1 14:30 0.1 11:51 1.3 12:45 0.3 13:39 0.1 14:33 0.1 11:54 1.8 12:48 0.2 13:42 0.1 14:36 0.0 11 :57 2.4 12:51 0.2 13:45 0.1 14:39 0.1 12:00 2.6 12:54 0.2 13:48 0.1 14:42 0.1 12:03 2.8 12:57 0.2 13:51 0.1 14:45 0.0 12:06 2.5 13:00 0.2 13:54 0.1 14:48 0.0 12:09 1.8 13:03 0.2 13:57 0.1 14:51 0.1 12:12 1.1 13:06 0.2 14:00 0.1 14:54 0.1 12:15 0.8 13:09 0.2 14:03 0.1 14:57 0.0 12: 18 0.6 13:12 0.2 14:06 0.1 15:00 0.0 12:21 0.5 13:15 0.2 14:09 0.1 15:03 0.1 12:24 0.4 13:18 0.2 14: 12 0.1 12:27 0.4 13:21 0.2 14:15 0.1 Voll.me of runoff = 0.16 ac. ft. Depth of runoff = 3.12 in. -------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/16/97 Proj . Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN -------------------------------------------------------------------------------- 18 Type SCS Desc. BASIN A DEV 10YR Area 0.9 ac. Time of Concent. 10 min . Freq . 10 .0 yrs CN 75 Storm Dist Type II Len 24 hrs Precip. 7.40 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs ------------------------------------------------------------------------------- 7:06 0.0 9:21 0.0 11 :36 0 .5 13:51 0.3 7:09 0.0 9:24 0.1 11 :39 0.9 13:54 0.3 7:12 0.0 9:27 0.1 11:42 1.2 13:57 0.3 7: 15 0.0 9:30 0.1 11:45 1 .4 14:00 0.3 7:18 0.0 9:33 0.1 11:48 1.6 14:03 0.3 7:21 0.0 9:36 0.1 11:51 2 .1 14:06 0.3 7:24 0.0 9:39 0.1 11:54 3.1 14:09 0.3 7:27 0.0 9:42 0.1 11:57 4 .2 14:12 0.2 7:30 0.0 9:45 0.1 12:00 4.9 14: 15 0.2 7:33 0.0 9:48 0.1 12:03 5.3 14: 18 0.2 7:36 0.0 9:51 0.1 12:06 4 .9 14:21 0.2 7 :39 o.o 9:54 0.1 12:09 3.6 14:24 0.2 7:42 0.0 9:57 0.1 12: 12 2.3 14:27 0.2 7:45 0.0 10:00 0.1 12:15 1.6 14:30 0.2 7:48 0.0 10:03 0.1 12: 18 1.3 14:33 0.2 7:5 1 0.0 10:06 0.1 12:21 1.1 14:36 0.2 7:54 0.0 10:09 0.1 12:24 0.9 14:39 0.2 7:57 0.0 10: 12 0 .1 12:27 0.8 14:42 0.2 8 :00 0.0 10: 15 0.1 12:30 0 .7 14:45 0.2 8:03 0.0 10: 18 0.1 12:33 0.6 14:48 0.2 8:06 0.0 10:21 0.1 12:36 0 .6 14:51 0.2 8 :09 0.0 10:24 0.1 12:39 0 .6 14:54 0.2 8: 12 0.0 10:27 0.1 12:42 0 .5 14:57 0.2 8: 15 0.0 10:30 0.1 12:45 0 .5 15:00 0.2 8 :18 0.0 10:33 0.1 12:48 0.5 15:03 0 .2 8:21 0.0 10:36 0.1 12:51 0.5 15:06 0 .2 8 :24 0.0 10:39 0. 1 12:54 0.5 15:09 0.2 8 :27 0.0 10:42 0.1 12:57 0.4 15: 12 0 .2 8:30 0.0 10:45 0.1 13:00 0.4 15:15 0.2 8 :33 0.0 10:48 0.2 13:03 0 .4 15:18 0.2 8:36 0.0 10:51 0.2 13:06 0.4 15:21 0.2 8:39 0.0 10:54 0.2 13:09 0.4 15:24 0 .2 8:42 0.0 10:57 0.2 13: 12 0.4 15:27 0.2 8 :45 0.0 11:00 0.2 13:15 0.3 15:30 0.2 8:48 0.0 11:03 0.2 13:18 0 .3 15:33 0.2 8:5 1 0.0 11:06 0.2 13:21 0.3 15:36 0.2 8:54 0.0 11:09 0 .2 13:24 0.3 15:39 0.2 8:57 0.0 11:12 0.2 13:27 0.3 15:42 0.2 9:00 0.0 . 11: 15 0.2 13:30 0.3 15:45 0.2 9:03 0.0 11: 18 0.3 13:33 0.3 15:48 0.2 9:06 0.0 11:21 0.3 13:36 0.3 15:51 0.2 9:09 0.0 11:24 0.3 13:39 0.3 15:54 0.2 9: 12 0.0 11:27 0.3 13:42 0 .3 15:57 0.2 9: 15 0.0 11:30 0.3 13:45 0.3 16:00 0.2 9 :18 o.o 11 :33 0.3 13:48 0.3 16:03 0.2 Continued on next page .ont i nued from previous page 16:06 0.2 17:00 0.2 17:54 0.1 18:48 0. 1 16:09 0.2 17:03 0.2 17:57 0.1 18:51 0.1 16:12 0.2 17:06 0.2 18:00 0.1 18:54 0.1 16: 15 0.2 17:09 0.2 18:03 0. 1 18:57 0. 1 16:18 0.2 17:12 0.2 18:06 0.1 19:00 o. 1 16:21 0.2 17:15 0.2 18:09 0.1 19:03 0.0 16:24 0.2 17:18 0.2 18: 12 0.1 19:06 o.o 16:27 0.2 17:21 0.2 18:15 0.1 19:09 0.1 16:30 0.2 17:24 0.2 18:18 0.1 19:12 0.1 16:33 0.2 17:27 0.1 18:21 0.1 19:15 0.0 16:36 0.2 17:30 0.1 18:24 0.1 19:18 0.0 16:39 0.2 17:33 0.1 18:27 0.1 19:21 0.1 16:42 0.2 17:36 0.1 18:30 0.1 19:24 0.1 16:45 0.2 17:39 0.1 18:33 0.1 19:27 0.0 16:48 0.2 17:42 0.1 18:36 0.1 19:30 0.0 16:51 0.2 17:45 0.1 18:39 0.1 19:33 0.1 16:54 0.2 17:48 0.1 18:42 0.1 16:57 0.2 17:51 0.1 18:45 0.1 Voll.Ille of runoff = 0.32 ac. ft. Depth of runoff = 4.30 in. -------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/16/97 Proj . Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN -------------------------------------------------------------------------------- 19 Type SCS Desc . BASIN B DEV 10YR Area 1.2 ac . Time of Concent. 10 min. Freq . 10 .0 yrs CN 96 Storm Dist Type II Len 24 hrs Precip. 7.40 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs ------------------------------------------------------------------------------- 1:21 0.0 3:36 0.1 5:51 0.1 8:06 0.2 1 :24 0.0 3:39 0.1 5:54 0.1 8:09 0.2 1:27 0.0 3:42 0.1 5:57 0.1 8:12 0.2 1:30 0.0 3:45 0.1 6:00 0.1 8:15 0.2 1:33 0.0 3:48 0.1 6:03 0.1 8:18 0.2 1:36 0.0 3:51 0.1 6:06 0.1 8:21 0.2 1:39 0.0 3:54 0.1 6:09 0.1 8:24 0.2 1 :42 0.0 3:57 0.1 6: 12 0.1 8:27 0.2 1:45 o.o 4:00 0.1 6: 15 0.1 8:30 0.2 1:48 0.0 4:03 0.1 6:18 0.1 8:33 0.2 1:51 0.0 4:06 0.1 6:21 0.1 8:36 0.2 1:54 0.0 4:09 0.1 6:24 0.1 8:39 0.2 1:57 o.o 4: 12 0.1 6:27 0.1 8:42 0.2 2:00 0.0 4: 15 0.1 6:30 0.1 8:45 0.2 2:03 0.0 4:18 0.1 6:33 0 .1 8:48 0.2 2:06 o.o 4:21 0.1 6:36 0.1 8:51 0.2 2:09 0.0 4:24 0.1 6:39 0.1 8:54 0.2 2:12 0.0 4:27 0.1 6:42 0.1 8:57 0.2 2: 15 0.0 4:30 0.1 6:45 0.1 9:00 0.2 2: 18 0.0 4:33 0.1 6:48 0.1 9:03 0.2 2:21 0.0 4:36 0.1 6:51 0.1 9:06 0.2 2:24 0.0 4:39 0.1 6:54 0.2 9:09 0.2 2:27 0.0 4:42 0.1 6:57 0.2 9:12 0.3 2:30 o.o 4:45 0.1 7:00 0.2 9: 15 0.3 2:33 0.0 4:48 0.1 7:03 0.2 9: 18 0.3 2:36 0.0 4:51 0.1 7:06 0.2 9:21 0.3 2:39 0.0 4:54 0.1 7:09 0.2 9:24 0.3 2:42 0.0 4:57 0.1 7: 12 0.2 9:27 0.3 2:45 0.0 5:00 0.1 7: 15 0.2 9:30 0.3 2:48 0.0 5:03 0.1 7:18 0.2 9:33 0.3 2:51 0.0 5:06 0.1 7:21 0.2 9:36 0.3 2:54 0.0 5:09 0.1 7:24 0.2 9:39 0.3 2:57 0.1 5:12 0.1 7:27 0.2 9:42 0.3 3:00 0.1 5:15 0.1 7:30 0.2 9:45 0.3 3:03 0.1 5:18 0.1 7:33 0.2 9:48 0.3 3:06 0.1 5:21 0.1 7:36 0.2 9:51 0.3 3:09 0.1 5:24 0.1 7:39 0.2 9:54 0.3 3: 12 0.1 5:27 0.1 7:42 0.2 9:57 0.3 3: 15 0.1 5:30 0.1 7:45 0.2 10:00 0.3 3: 18 0.1 5:33 0.1 7:48 0.2 10:03 0.3 3:21 0.1 5:36 0.1 7:51 0.2 10:06 0.3 3:24 0.1 5:39 0.1 7:54 0.2 10:09 0.3 3:27 0.1 5:42 0.1 7:57 0.2 10:12 0.3 3:30 0.1 5:45 0.1 8:00 0.2 10:15 0.3 3:33 0.1 5:48 0.1 8:03 0.2 10: 18 0.3 Continued on next page Continued from previous page 10:21 0.3 11:15 0.7 12:09 5.6 13:03 0.5 10:24 0.4 11:18 0.7 12: 12 3.5 13:06 0.5 10:27 0.4 11:21 0.8 12: 15 2.5 13:09 0.5 10:30 0.4 11:24 0.8 12: 18 2.0 13: 12 0.5 10:33 0.4 11:27 0.9 12:21 1. 7 13: 15 0.5 10:36 0.4 11:30 0.9 12:24 1.4 13: 18 0.5 10:39 0.5 11:33 0.9 12:27 1.2 13:21 0.5 10:42 0.5 11:36 1.4 12:30 1. 1 13:24 0.5 10:45 0.5 11 :39 2.3 12:33 1.0 13:27 0.3 10:48 0.5 11:42 3.0 12:36 1.0 13:30 0.2 10:51 0.5 11 :45 3.3 12:39 0.9 13:33 0.1 10:54 0.6 11:48 3.6 12:42 0.9 13:36 0.4 10:57 0.6 11:51 4.7 12:45 0.8 13:39 0.3 11 :00 0.6 11:54 6.7 12:48 0.8 13:42 0.2 11:03 0.6 11:57 8.3 12:51 0.8 13:45 0.0 11:06 0.6 12:00 9.1 12:54 0.7 13:48 0.4 11:09 0.7 12:03 9.3 12:57 0.6 11:12 0.7 12:06 8. 1 13:00 0.5 Vol1..111e of runoff = 0.54 ac. ft . Depth of runoff = 5.43 in. --------------------------------------------------------------------------------File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN --------------------------------------------------------------------------------20 Type SCS Desc. BASIN C DEV 10YR Area 0.6 ac. Time of Concent. 10 min. Freq. 1a.a yrs CN 95 Storm Dist Type 11 Len 24 hrs Precip. 7.40 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cf s hr:min cfs -------------------------------------------------------------------------------1:39 o.o 3:54 0.0 6:a9 a.1 8:24 a.1 1 :42 a.o 3:57 a.o 6: 12 a.1 8:27 0.1 1:45 o.a 4:0a o.a 6:15 0.1 8:30 a.1 1:48 o.a 4:03 0.0 6:18 0.1 8:33 0.1 1:51 a.a 4:06 o.a 6:21 0.1 8:36 a.1 1:54 0.0 4:09 0.0 6:24 0.1 8:39 0.1 1 :57 0.0 4: 12 a.o 6:27 0.1 8:42 a.1 2:00 0.0 4:15 0.0 6:3a a.1 8:45 0.1 2:03 0.0 4:18 a.o 6:33 0.1 8:48 a.1 2:06 a.o 4:21 a.o 6:36 0.1 8:51 0.1 2:09 0.0 4:24 a.o 6:39 0.1 8:54 0.1 2:12 a.o 4:27 0.0 6:42 0.1 8:57 0.1 2: 15 a.o 4:30 a.o 6:45 a.1 9:00 a.1 2: 18 o.o 4:33 a.o 6:48 a.1 9:03 0.1 2:21 a.o 4:36 a.o 6:51 a.1 9:06 0.1 2:24 a.o 4:39 0.0 6:54 0.1 9:09 0.1 2:27 0.0 4:42 0.0 6:57 0.1 9: 12 0.1 2:30 0.0 4:45 o.o 7:00 0.1 9:15 0.1 2:33 a.a 4:48 0.0 7:03 0.1 9:18 0.1 2:36 0.0 4:51 a.o 7:06 0. 1 9:21 0.1 2:39 o.a 4:54 a.a 7:09 0. 1 9:24 0.1 2:42 0.0 4:57 a.a 7:12 a.1 9:27 0.1 2:45 o.a 5:oa a.a 7:15 a.1 9:30 0.1 2:48 0.0 5:a3 o.a 7:18 a.1 9:33 a.1 2:51 a.a 5:a6 o.a 7:21 0.1 9:36 0.1 2:54 a.o 5:a9 a.o 7:24 a.1 9:39 0.1 2:57 0.0 5:12 a.o 7:27 0.1 9:42 0.1 3:00 0.0 5: 15 a.a 7:3a 0. 1 9:45 0.1 3:a3 0.0 5:18 0.0 7:33 a. 1 9:48 0.1 3:06 a.o 5:21 a.a 7:36 0. 1 9:51 0.1 3:09 0.0 5:24 a.o 7:39 a. 1 9:54 0.1 3: 12 a.o 5:27 a.a 7:42 a.1 9:57 0.1 3:15 a.a 5:30 0.0 7:45 0.1 10:0a 0. 1 3: 18 a.o 5:33 o.a 7:48 a.1 10:03 0. 1 3:21 a.o 5:36 a.a 7:51 a.1 10:06 0.1 3:24 a.a 5:39 o.a 7:54 0.1 10:09 a.2 3:27 0.0 5:42 0.1 7:57 0.1 10:12 0.2 3:3a 0.0 5:45 a.1 8:00 a. 1 10: 15 0.2 3:33 0.0 5:48 0.1 8:03 0.1 10: 18 0.2 3:36 0.0 5:51 0.1 8:06 0.1 10:21 0.2 3:39 a.o 5:54 0.1 8:a9 0.1 10:24 a.2 3:42 0.0 5:57 a.1 8:12 0.1 1a:27 0.2 3:45 a.o 6:00 0.1 8:15 a.1 10:30 0.2 3:48 a.a 6:03 0.1 8:18 0.1 10:33 0.2 3:51 0.0 6:06 0.1 8:21 a.1 1a:36 a.2 Continued on next page Continued from previous page 10:39 0.2 11:33 0 .5 12:27 0 .6 13:21 0.2 10:42 0.2 11 :36 0.6 12:30 0.5 13:24 0.2 10:45 0 .2 11 :39 1.1 12:33 0 .5 13:27 0 .2 10:48 0.2 11:42 1.4 12:36 0.5 13:30 0.2 10:51 0.3 11:45 1.6 12:39 0.5 13:33 0.2 10:54 0.3 11:48 1. 7 12:42 0.4 13:36 0.2 10:57 0.3 11:51 2.2 12:45 0.4 13:39 0.2 11 :00 0.3 11:54 3.2 12:48 0.4 13:42 0.1 11:03 0.3 11:57 4.0 12:51 0.4 13:45 0.1 11:06 0.3 12:00 4.5 12:54 0.4 13:48 0.0 11:09 0.3 12:03 4.6 12:57 0.3 13:51 0.2 11: 12 0.3 12:06 4.2 13:00 0.3 13:54 0.1 11:15 0.3 12:09 3.0 13:03 0.3 13:57 0.1 11: 18 0.4 12: 12 1.9 13:06 0.3 14:00 0.0 11:21 0.4 12: 15 1.3 13:09 0.3 14:03 0.2 11:24 0.4 12: 18 1.0 13: 12 0.2 14:06 0 .1 11:27 0 .4 12:21 0.9 13: 15 0.2 11 :30 0 .4 12:24 0 .7 13: 18 0.2 Volune of rlXloff = 0 .26 ac . ft . Depth of runoff = 5 .27 in. -------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/16/97 Proj . Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN -------------------------------------------------------------------------------- 18 Type SCS Desc. BASIN A DEV 25YR Area 0 .9 ac. Time of Concent. 10 min . Freq . 25.0 yrs CN 75 Storm Dist Type 11 Len 24 hrs Precip. 8.80 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs ------------------------------------------------------------------------------- 6:21 0.0 8:36 0.1 10:51 0.2 13:06 0.5 6:24 o.o 8:39 0.1 10:54 0.2 13:09 0.5 6:27 o.o 8:42 0.1 10:57 0.3 13:12 0.4 6:30 0.0 8:45 0.1 11:00 0.3 13:15 0.4 6:33 0.0 8:48 0.1 11 :03 0.3 13:18 0.4 6:36 0.0 8:51 0.1 11:06 0.3 13:21 0.4 6:39 0.0 8:54 0.1 11:09 0.3 13:24 0.4 6:42 0.0 8:57 0.1 11:12 0.3 13:27 0.4 6:45 0.0 9:00 0.1 11:15 0.3 13:30 0 .4 6:48 0.0 9:03 0.1 11:18 0.4 13:33 0.4 6:51 0.0 9:06 0.1 11:21 0.4 13:36 0.4 6:54 0.0 9:09 0.1 11:24 0.4 13:39 0.3 6:57 0.0 9: 12 0.1 11:27 0.4 13:42 0.3 7:00 0.0 9: 15 0.1 11:30 0.5 13:45 0.3 7:03 0.0 9:18 0.1 11:33 0.5 13:48 0.3 7:06 0.0 9:21 0.1 11:36 0.7 13:51 0.3 7:09 0.0 9:24 0.1 11 :39 1.2 13:54 0 .3 7:12 0.0 9:27 0.1 11 :42 1.7 13:57 0.3 7: 15 0.0 9:30 0.1 11 :45 1.9 14:00 0 .3 7:18 0.0 9:33 0.1 11:48 2.1 14:03 0.3 7:21 0.0 9:36 0.1 11:51 2.9 14:06 0.3 7:24 0.0 9:39 0.1 11:54 4.3 14:09 0.3 7:27 0.0 9:42 0.1 11:57 5.5 14:12 0.3 7:30 0.0 9:45 0.1 12:00 6.3 14: 15 0.3 7:33 0.0 9:48 0.1 12:03 6.7 14: 18 0.3 7:36 0.0 9:51 0.1 12:06 6.0 14:21 0.3 7:39 0.0 9:54 0.1 12:09 4.2 14:24 0.3 7:42 0.0 9:57 0.1 12:12 2.7 14:27 0.3 7:45 0.0 10:00 0.1 12:15 1.9 14:30 0.3 7:48 0.0 10:03 0.1 12:18 1.5 14:33 0.3 7:51 0.0 10:06 0.1 12:21 1.3 14:36 0.3 7:54 0.0 10:09 0.1 12:24 1. 1 14:39 0.3 7:57 0.0 10:12 0.1 12:27 0.9 14:42 0.3 8:00 0.0 10:15 0.1 12:30 0.8 14:45 0.3 8:03 0.0 10: 18 0.1 12:33 0.8 14:48 0.3 8:06 0.0 10:21 0.1 12:36 0.8 14:51 0.3 8:09 0.0 10:24 0.1 12:39 0.7 14:54 0 .3 8:12 0.0 10:27 0.2 12:42 0.7 14:57 0.3 8:15 0.0 -10:30 0.2 12:45 0.7 15:00 0.3 8:18 0.0 10:33 0.2 12:48 0.6 15:03 0.3 8:21 0.0 10:36 0.2 12:51 0.6 15:06 0.3 8:24 0.0 10:39 0.2 12:54 0.6 15:09 0.3 8:27 0.0 10:42 0.2 12:57 0.5 15: 12 0.3 8:30 0.1 10:45 0.2 13:00 0.5 15:15 0.3 8:33 0.1 10:48 0.2 13:03 0.5 15:18 0.3 Continued on next page Continued from prev i ous page 15:21 0.3 16:15 0.2 17:09 0.2 18:03 0 .2 15:24 0.3 16:18 0.2 17:12 0.2 18:06 0 .2 15:27 0.3 16:21 0.2 17:15 0.2 18:09 0.1 15:30 0.3 16:24 0.2 17:18 0.2 18:12 0.1 15:33 0.3 16:27 0.2 17:21 0.2 18:15 0.0 15:36 0.3 16:30 0.2 17:24 0.2 18:18 0.1 15:39 0.3 16:33 0.2 17:27 0.2 18:21 0.1 15:42 0.3 16:36 0.2 17:30 0.2 18:24 0.1 15:45 0.3 16:39 0.2 17:33 0.2 18:27 0.0 15:48 0.2 16:42 0.2 17:36 0.2 18:30 0.1 15:51 0 .2 16:45 0 .2 17:39 0.2 18:33 0.1 15:54 0.2 16:48 0.2 17:42 0.2 18:36 0.1 15:57 0.2 16:51 0.2 17:45 0.2 18:39 o.o 16:00 0.2 16:54 0.2 17:48 0.2 18:42 0 .1 16:03 0.2 16:57 0.2 17:51 0.2 18:45 0.1 16:06 0.2 17:00 0.2 17:54 0.2 18:48 0 .1 16:09 0.2 17:03 0.2 17:57 0.2 16:12 0.2 17:06 0.2 18:00 0.2 Volune of runoff = 0.41 ac. ft . Depth of runoff = 5.47 in. --------------------------------------------------------------------------------File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN --------------------------------------------------------------------------------19 Type SCS Desc. BASIN B DEV 25YR Area 1.2 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 96 Storm Dist Type I I Len 24 hrs Precip. 8.80 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cf s hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------1:12 0.0 3:27 0.1 5:42 0.1 7:57 0.2 1:15 o.o 3:30 0.1 5:45 0.1 8:00 0.2 1: 18 o.o 3:33 0.1 5:48 0.1 8:03 0.2 1 :21 0.0 3:36 0.1 5:51 0.1 8:06 0.2 1:24 0.0 3:39 0.1 5:54 0.1 8:09 0.2 1:27 0.0 3:42 0.1 5:57 0.1 8: 12 0.2 1 :30 0.0 3:45 0.1 6:00 0.1 8: 15 0.2 1:33 0.0 3:48 0.1 6:03 0.1 8:18 0.2 1 :36 0.0 3:51 0.1 6:06 0.1 8:21 0.2 1 :39 0.0 3:54 0.1 6:09 0.2 8:24 0.3 1 :42 0.0 3:57 0.1 6:12 0.2 8:27 0.3 1 :45 0.0 4:00 0.1 6:15 0.2 8:30 0.3 1:48 0.0 4:03 0.1 6:18 0.2 8:33 0.3 1:51 o.o 4:06 0.1 6:21 0.2 8:36 0.3 1:54 0.0 4:09 0.1 6:24 0.2 8:39 0.3 1:57 0.0 4:12 0.1 6:27 0.2 8:42 0.3 2:00 0.0 4: 15 0.1 6:30 0.2 8:45 0.3 2:03 0.0 4:18 0.1 6:33 0.2 8:48 0.3 2:06 o.o 4:21 0.1 6:36 0.2 8:51 0.3 2:09 0.0 4:24 0.1 6:39 0.2 8:54 0.3 2:12 0.1 4:27 0.1 6:42 0.2 8:57 0.3 2: 15 0.1 4:30 0.1 6:45 0.2 9:00 0.3 2:18 0.1 4:33 0.1 6:48 0.2 9:03 0.3 2:21 o. 1 4:36 0.1 6:51 0.2 9:06 0.3 2:24 0.1 4:39 0.1 6:54 0.2 9:09 0.3 2:27 0.1 4:42 0.1 6:57 0.2 9: 12 0.3 2:30 0.1 4:45 0.1 7:00 0.2 9:15 0.3 2:33 0.1 4:48 0.1 7:03 0.2 9:18 0.3 2:36 0.1 4:51 0.1 7:06 0.2 9:21 0.3 2:39 0.1 4:54 0.1 7:09 0.2 9:24 0.3 2:42 0.1 4:57 0.1 7:12 0.2 9:27 0.3 2:45 0.1 5:00 0.1 7:15 0.2 9:30 0.3 2:48 0.1 5:03 0.1 7:18 0.2 9:33 0.3 2:51 0.1 5:06 0.1 7:21 0.2 9:36 0.3 2:54 0.1 5:09 0.1 7:24 0.2 9:39 0.3 2:57 0.1 5:12 0.1 7:27 0.2 9:42 0.4 3:00 0. 1 5:15 0.1 7:30 0.2 9:45 0.4 3:03 0.1 5:18 0.1 7:33 0.2 9:48 0.4 3:06 0.1 5:21 0.1 7:36 0.2 9:51 0.4 3:09 0.1 5:24 0.1 7:39 0.2 9:54 0.4 3:12 0.1 5:27 0.1 7:42 0.2 9:57 0.4 3:15 0.1 5:30 0.1 7:45 0.2 10:00 0.4 3: 18 0.1 5:33 0.1 7:48 0.2 10:03 0.4 3:21 0.1 5:36 0.1 7:51 0.2 10:06 0.4 3:24 0.1 5:39 0.1 7:54 0.2 10:09 0.4 Continued on next page Continued from previous page 10: 12 0.4 11:06 0.8 12:00 10.7 12:54 0.7 10: 15 0.4 11:09 0.8 12:03 11.1 12:57 0.7 10:18 0.4 11:12 0.8 12:06 10.2 13:00 0.7 10:21 0.4 11:15 0.9 12:09 7.4 13:03 0.7 10:24 0.4 11:18 0.9 12: 12 4.7 13:06 0.7 10:27 0.5 11:21 0.9 12:15 3.2 13:09 0.7 10:30 0.5 11:24 1.0 12:18 2.5 13:12 0.7 10:33 0.5 11:27 1.0 12:21 2.1 13:15 0.7 10:36 0.5 11:30 1.1 12:24 1.7 13: 18 0.6 10:39 0.5 11:33 1.1 12:27 1.5 13:21 0.4 10:42 0.6 11 :36 1.5 12:30 1.3 13:24 0.2 10:45 0.6 11 :39 2.5 12:33 1.2 13:27 0.1 10:48 0.6 11:42 3.4 12:36 1.2 13:30 0.6 10:51 0.6 11:45 3.9 12:39 1.1 13:33 0.4 10:54 0.7 11:48 4.2 12:42 1.0 13:36 0.2 10:57 0.7 11:51 5.2 12:45 1.0 13:39 0.1 11:00 0.7 11:54 7.4 12:48 0.9 11:03 0.7 11:57 9.5 12:51 0.7 Volune of runoff = 0.65 ac. ft. Depth of runoff = 6.49 in. ~-------------------------------------------------------------------------------File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Hise. Note -SITE DESIGN --------------------------------------------------------------------------------20 Type SCS Desc. BASIN c DEV 25YR Area 0.6 ac. Time of Concent. 10 min. Freq. 25.0 yrs CN 95 Storm Dist Type 11 Len 24 hrs Precip. 8.80 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------1 :27 0.0 3:42 o.o 5:57 0.1 8: 12 0.1 1 :30 0.0 3:45 0.0 6:00 0.1 8: 15 0.1 1 :33 0.0 3:48 0.0 6:03 0.1 8:18 0.1 1 :36 0.0 3:51 0.0 6:06 0.1 8:21 0.1 1:39 0.0 3:54 0.0 6:09 0.1 8:24 0.1 1:42 0.0 3:57 0.0 6:12 0.1 8:27 0.1 1:45 0.0 4:00 0.0 6:15 0.1 8:30 0.1 1 :48 0.0 4:03 0.0 6:18 0.1 8:33 0.1 1 :51 0.0 4:06 0.1 6:21 0.1 8:36 0.1 1:54 0.0 4:09 0.1 6:24 0.1 8:39 0.1 1:57 0.0 4:12 0.1 6:27 0.1 8:42 0.1 2:00 0.0 4: 15 0.1 6:30 0.1 8:45 0.1 2:03 0.0 4: 18 0.1 6:33 0.1 8:48 0.1 2:06 0.0 4:21 0.1 6:36 0.1 8:51 0.1 2:09 0.0 4:24 0.1 6:39 0.1 8:54 0.1 2: 12 0.0 4:27 0.1 6:42 0.1 8:57 0.1 2:15 o.o 4:30 0.1 6:45 0.1 9:00 0.1 2: 18 0.0 4:33 0.1 6:48 0.1 9:03 0.1 2:21 o.o 4:36 0.1 6:51 0.1 9:06 0.1 2:24 0.0 4:39 0.1 6:54 0.1 9:09 0.1 2:27 o.o 4:42 0.1 6:57 0.1 9:12 0.1 2:30 0.0 4:45 0.1 7:00 0.1 9:15 0.2 2:33 0.0 4:48 0.1 7:03 0.1 9:18 0.2 2:36 0.0 4:51 0.1 7:06 0.1 9:21 0.2 2:39 0.0 4:54 0.1 7:09 0.1 9:24 0.2 2:42 0.0 4:57 0.1 7:12 0.1 9:27 0.2 2:45 0.0 5:00 0.1 7:15 0.1 9:30 0.2 2:48 0.0 5:03 0.1 7:18 0.1 9:33 0.2 2:51 0.0 5:06 0.1 7:21 0.1 9:36 0.2 2:54 0.0 5:09 0.1 7:24 0.1 9:39 0.2 2:57 0.0 5: 12 0.1 7:27 0.1 9:42 0.2 3:00 0.0 5: 15 0.1 7:30 0.1 9:45 0.2 3:03 0.0 5: 18 0.1 7:33 0.1 9:48 0.2 3:06 0.0 5:21 0.1 7:36 0.1 9:51 0.2 3:09 0.0 5:24 0.1 7:39 0.1 9:54 0.2 3:12 0.0 5:27 0.1 7:42 0.1 9:57 0.2 3:15 0.0 5:30 0.1 7:45 0.1 10:00 0.2 3:18 0.0 5:33 0.1 7:48 0.1 10:03 0.2 3:21 0.0 5:36 0.1 7:51 0.1 10:06 0.2 3:24 0.0 5:39 0.1 7:54 0.1 10:09 0.2 3:27 0.0 5:42 0.1 7:57 0.1 10: 12 0.2 3:30 0.0 5:45 0.1 8:00 0.1 10: 15 0.2 3:33 0.0 5:48 0.1 8:03 0.1 10: 18 0.2 3:36 0.0 5:51 0.1 8:06 0.1 10:21 0.2 3:39 0.0 5:54 0.1 8:09 0.1 10:24 0.2 Continued on next page Continued from previous page 10:27 0.2 11 :21 0.4 12: 15 1.6 13 :09 0.3 10:30 0.2 11 :24 0 .5 12: 18 1.3 13:12 0.3 10:33 0.2 11:27 0.5 12:21 1.1 13:15 0.3 10:36 0.2 11:30 0.5 12:24 0.9 13: 18 0.3 10:39 0.3 11:33 0.5 12:27 0.7 13:21 0.3 10:42 0.3 11:36 0.7 12:30 0.7 13:24 0.3 10:45 0.3 11:39 1.2 12:33 0.6 13:27 0.3 10:48 0.3 11:42 1. 7 12:36 0.6 13:30 0.3 10:51 0.3 11:45 1.9 12:39 0.6 13:33 0.2 10:54 0.3 11:48 2.1 12:42 0.5 13:36 0.1 10:57 0.3 11:51 2.6 12:45 0.5 13:39 0.0 11:00 0.4 11:54 3.7 12:48 0.5 13:42 0.3 11:03 0.4 11 :57 4.7 12:51 0.5 13:45 0.2 11:06 0.4 12:00 5.3 12:54 0.4 13:48 0.1 11:09 0.4 12:03 5.5 12:57 0.4 13:51 0.0 11:12 0.4 12:06 5. 1 13:00 0.4 13:54 0.3 11:15 0.4 12:09 3.7 13:03 0.3 11:18 0.4 12:12 2.3 13:06 0.3 Volune of runoff = 0.33 ac . ft . Depth of runoff = 6.53 in. -------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97 -338 Misc. Note -SITE DESIGN -------------------------------------------------------------------------------- 18 Type SCS Desc. BASIN A DEV 50YR Area 0 .9 ac. Time of Concent. 10 min. Fr eq . 50.0 yrs CN 75 Storm Dist Type 11 Len 24 hrs Precip. 9 .80 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------- 5:57 0.0 8: 12 0.1 10:27 0.2 12:42 0.8 6:00 0.0 8:15 0.1 10:30 0.2 12:45 0.7 6:03 0.0 8:18 0.1 10:33 0.2 12:48 0.7 6:06 0.0 8:21 0.1 10:36 0.2 12:51 0.7 6:09 0.0 8:24 0.1 10:39 0.2 12:54 0 .7 6: 12 0.0 8:27 0.1 10:42 0.2 12:57 0.6 6:15 0.0 8:30 0.1 10:45 0.3 13:00 0 .6 6:18 0.0 8:33 0.1 10:48 0.3 13:03 0.6 6:21 0.0 8:36 0.1 10:51 0 .3 13:06 0 .6 6:24 0.0 8:39 0.1 10:54 0.3 13:09 0 .5 6:27 0.0 8:42 0.1 10:57 0.3 13:12 0 .5 6:30 0.0 8:45 0.1 11:00 0 .3 13:15 0 .5 6:33 0.0 8:48 0.1 11:03 0 .3 13:18 0 .5 6:36 0.0 8:51 0.1 11:06 0.4 13:21 0.5 6:39 0.0 8:54 0.1 11:09 0.4 13:24 0 .5 6:42 o.o 8:57 0.1 11:12 0 .4 13:27 0.4 6:45 0.0 9:00 0.1 11:15 0.4 13:30 0 .4 6:48 0.0 9:03 0.1 11 : 18 0.4 13:33 0 .4 6 :51 0.0 9:06 0.1 11:21 0.4 13:36 0.4 6:54 o.o 9:09 0.1 11:24 0 .5 13:39 0 .4 6:57 o.o 9: 12 0.1 11:27 0 .5 13:42 0.4 7:00 0.0 9: 15 0.1 11 :30 0 .5 13:45 0 .4 7:03 0.0 9:18 0.1 11 :33 0.6 13:48 0.4 7:06 0.0 9:21 0.1 11:36 0.8 13 :51 0.4 7:09 0 .0 9:24 0.1 11 :39 1.4 13 :54 0.4 7:12 0.0 9:27 0.1 11 :42 1.9 13:57 0 .4 7:15 0.0 9:30 0.1 11:45 2.2 14 :00 0 .4 7:18 0.0 9:33 0.1 11:48 2.5 14:03 0.4 7:21 0.0 9:36 0 .1 11:51 3.2 14:06 0.4 7:24 0.0 9:39 0.1 11:54 4.8 14:09 0.4 7:27 0.0 9:42 0.1 11:57 6.3 14:12 0 .4 7:30 0.0 9:45 0.1 12:00 7.2 14:15 0.4 7:33 0.0 9:48 0 .1 12:03 7.7 14:18 0.4 7:36 0.0 9:51 0.1 12:06 7.0 14:21 0.4 7:39 0.0 9:54 0.1 12:09 5.0 14:24 0.4 7:42 0.0 9:57 0.1 12: 12 3.2 14:27 0.4 7:45 0.0 10:00 0.1 12: 15 2 .2 14:30 0.3 7:48 0.0 10:03 0.1 12: 18 1.8 14:33 0.3 7:51 0.0 10:06 0.1 12:21 1.5 14:36 0.3 7:54 0.0 10:09 0.1 12:24 1.3 14:39 0.3 7:57 0.0 10: 12 0.2 12:27 1.1 14:42 0.3 8:00 0.0 10: 15 0.2 12:30 1.0 14:45 0 .3 8:03 0.0 10: 18 0.2 12:33 0.9 14:48 0 .3 8:06 0.0 10:21 0.2 12:36 0 .9 14:51 0.3 8:09 0.0 10 :24 0.2 12:39 0.8 14:54 0.3 Continued on next page Continued from previous page 14:57 0 .3 15:51 0.3 16:45 0 .2 17 :39 0 .1 15:00 0.3 15:54 0.3 16:48 0 .2 17:42 0.0 15:03 0.3 15:57 0.3 16:51 0.2 17:45 0.2 15:06 0.3 16:00 0.3 16:54 0.2 17:48 0.1 15:09 0.3 16:03 0.3 16:57 0.2 17:51 0.1 15:12 0.3 16:06 0.3 17:00 0.2 17:54 0.0 15:15 0.3 16:09 0.3 17:03 0.2 17:57 0.2 15: 18 0.3 16: 12 0.3 17:06 0.2 18:00 0.1 15:21 0.3 16: 15 0.3 17:09 0.2 18:03 0.1 15:24 0.3 16: 18 0.3 17:12 0.2 18:06 0.0 15:27 0.3 16:21 0.3 17:15 0.2 18:09 0.2 15:30 0.3 16:24 0.3 17:18 0.2 18: 12 0 .1 15:33 0.3 16:27 0.3 17:21 0.2 18:15 0.1 15:36 0.3 16:30 0.3 17:24 0.2 18: 18 0.0 15:39 0.3 16:33 0.3 17:27 0.2 18:21 0.2 15:42 0.3 16:36 0.2 17:30 0.2 18:24 0 .1 15:45 0.3 16:39 0.2 17:33 0.2 15:48 0 .3 16:42 0.2 17:36 0.2 Volune of runoff = 0 .47 ac. ft. Depth of runoff = 6.24 in. --------------------------------------------------------------------------------File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note · SITE DESIGN --------------------------------------------------------------------------------19 Type SCS Desc. BASIN B DEV 50YR Area 1.2 ac. Time of Concent. 10 min. Freq. 50.0 yrs CN 96 Storm Dist Type I I Len 24 hrs Precip. 9.80 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------1:06 0.0 3:21 0.1 5:36 0.2 7:51 0.2 1:09 0.0 3:24 0.1 5:39 0.2 7:54 0.2 1:12 0.0 3:27 0.1 5:42 0.2 7:57 0.2 1:15 0.0 3:30 0.1 5:45 0.2 8:00 0.2 1:18 0.0 3:33 0.1 5:48 0.2 8:03 0.2 1 :21 0.0 3:36 0.1 5:51 0.2 8:06 0.2 1 :24 0.0 3:39 0.1 5:54 0.2 8:09 0.2 1 :27 0.0 3:42 0.1 5:57 0.2 8:12 0.3 1:30 0.0 3:45 0.1 6:00 0.2 8:15 0.3 1:33 0.0 3:48 0.1 6:03 0.2 8:18 0.3 1 :36 0.0 3:51 0.1 6:06 0.2 8:21 0.3 1:39 0.0 3:54 0.1 6:09 0.2 8:24 0.3 1:42 0.0 3:57 0.1 6: 12 0.2 8:27 0.3 1:45 o.o 4:00 0.1 6:15 0.2 8:30 0.3 1 :48 0.0 4:03 0.1 6:18 0.2 8:33 0.3 1:51 0.1 4:06 0.1 6:21 0.2 8:36 0.3 1:54 0.1 4:09 0.1 6:24 0.2 8:39 0.3 1 :57 0.1 4:12 0.1 6:27 0.2 8:42 0.3 2:00 0.1 4:15 0.1 6:30 0.2 8:45 0.3 2:03 0.1 4:18 0.1 6:33 0.2 8:48 0.3 2:06 0.1 4:21 0.1 6:36 0.2 8:51 0.3 2:09 0.1 4:24 0.1 6:39 0.2 8:54 0.3 2: 12 0.1 4:27 0.1 6:42 0.2 8:57 0.3 2:15 0.1 4:30 0.1 6:45 0.2 9:00 0.3 2:18 0.1 4:33 0.1 6:48 0.2 9:03 0.3 2:21 0.1 4:36 0.1 6:51 0.2 9:06 0.3 2:24 0. 1 4:39 0.1 6:54 0.2 9:09 0.3 2:27 0.1 4:42 0.1 6:57 0.2 9:12 0.3 2:30 0.1 4:45 0.1 7:00 0.2 9: 15 0.4 2:33 0.1 4:48 0.1 7:03 0.2 9:18 0.4 2:36 0.1 4:51 0.2 7:06 0.2 9:21 0.4 2:39 0.1 4:54 0.2 7:09 0.2 9:24 0.4 2:42 0.1 4:57 0.2 7:12 0.2 9:27 0.4 2:45 0.1 5:00 0.2 7:15 0.2 9:30 0.4 2:48 0.1 5:03 0.2 7:18 0.2 9:33 0.4 2:51 0.1 5:06 0.2 7:21 0.2 9:36 0.4 2:54 0.1 5:09 0.2 7:24 0.2 9:39 0.4 2:57 0.1 5: 12 0.2 7:27 0.2 9:42 0.4 3:00 0.1 5: 15 0.2 7:30 0.2 9:45 0.4 3:03 0.1 5:18 0.2 7:33 0.2 9:48 0.4 3:06 0.1 5:21 0.2 7:36 0.2 9:51 0.4 3:09 0.1 5:24 0.2 7:39 0.2 9:54 0.4 3:12 0.1 5:27 0.2 7:42 0.2 9:57 0.4 3:15 0.1 5:30 0.2 7:45 0.2 10:00 0.4 3:18 0.1 5:33 0.2 7:48 0.2 10:03 0.4 Continued on next page Continued from previous page 10:06 0.4 11:00 0.8 11:54 8.9 12:48 0.6 10:09 0.4 11:03 0.8 11:57 11.0 12:51 0.6 10: 12 0.4 11:06 0.9 12:00 12. 1 12:54 0.6 10:15 0.5 11:09 0.9 12:03 12.4 12:57 0.6 10: 18 0.5 11:12 0.9 12:06 10.8 13:00 0.6 10:21 0.5 11:15 1.0 12:09 7.4 13:03 0.6 10:24 0.5 11: 18 1.0 12: 12 4.7 13:06 0.6 10:27 0.5 11:21 1.0 12:15 3.4 13:09 0.6 10:30 0.5 11:24 1.1 12: 18 2.7 13: 12 0.5 10:33 0.5 11:27 1.2 12:21 2.3 13: 15 0.4 10:36 0.6 11:30 1.2 12:24 1.9 13:18 0.2 10:39 0.6 11:33 1.3 12:27 1.6 13:21 0.1 10:42 0.7 11:36 1.9 12:30 1.4 13:24 0.5 10:45 0.7 11 :39 3.0 12:33 1.4 13:27 0.4 10:48 0.7 11 :42 4.0 12:36 1.3 13:30 0.2 10:51 0.7 11 :45 4.4 12:39 1.2 13:33 0.1 10:54 0.8 11 :48 4.8 12:42 1.0 10:57 0.8 11:51 6.2 12:45 0.7 Volune of runoff = o. 71 ac . ft. Depth of runoff = 7.13 in . --------------------------------------------------------------------------------File Name -QS HOTEL Date 04/16/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Hise. Note -SITE DESIGN --------------------------------------------------------------------------------20 Type SCS Desc. BASIN C DEV 50YR Area 0.6 ac. Time of Concent. 10 min. Freq. 50.0 yrs CN 95 Storm Dist Type 11 Len 24 hrs Precip. 9.80 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------1:18 o.o 3:33 0.0 5:48 0.1 8:03 0.1 1:21 0.0 3:36 o.o 5:51 0.1 8:06 0.1 1 :24 0.0 3:39 o.o 5:54 0.1 8:09 o. 1 1:27 0.0 3:42 0.0 5:57 0.1 8:12 0.1 1:30 0.0 3:45 0.0 6:00 0.1 8: 15 0.1 1:33 0.0 3:48 0.0 6:03 0.1 8:18 0. 1 1:36 o.o 3:51 0.0 6:06 0.1 8:21 0. 1 1 :39 0.0 3:54 0.1 6:09 0.1 8:24 0. 1 1 :42 o.o 3:57 0.1 6:12 0.1 8:27 0.1 1 :45 0.0 4:00 0.1 6:15 0.1 8:30 0.1 1 :48 0.0 4:03 0.1 6:18 0.1 8:33 o. 1 1:51 o.o 4:06 0.1 6:21 0.1 8:36 0. 1 1:54 o.o 4:09 0.1 6:24 0.1 8:39 0.2 1:57 0.0 4:12 0.1 6:27 0.1 8:42 0.2 2:00 0.0 4: 15 0.1 6:30 0.1 8:45 0.2 2:03 0.0 4:18 0.1 6:33 0.1 8:48 0.2 2:06 0.0 4:21 0.1 6:36 0.1 8:51 0.2 2:09 0.0 4:24 0.1 6:39 0.1 8:54 0.2 2:12 0.0 4:27 0.1 6:42 0.1 8:57 0.2 2: 15 0.0 4:30 0.1 6:45 0.1 9:00 0.2 2:18 0.0 4:33 0.1 6:48 0.1 9:03 0.2 2:21 0.0 4:36 0.1 6:51 0.1 9:06 0.2 2:24 0.0 4:39 0.1 6:54 0.1 9:09 0.2 2:27 0.0 4:42 0.1 6:57 0.1 9: 12 0.2 2:30 0.0 4:45 0.1 7:00 0.1 9:15 0.2 2:33 0.0 4:48 0.1 7:03 0.1 9:18 0.2 2:36 o.o 4:51 0.1 7:06 0.1 9:21 0.2 2:39 0.0 4:54 0.1 7:09 0.1 9:24 0.2 2:42 0.0 4:57 0.1 7:12 0.1 9:27 0.2 2:45 0.0 5:00 0.1 7:15 0.1 9:30 0.2 2:48 0.0 5:03 0.1 7:18 0.1 9:33 0.2 2:51 0.0 5:06 0.1 7:21 0.1 9:36 0.2 2:54 0.0 5:09 0.1 7:24 0.1 9:39 0.2 2:57 0.0 5: 12 0.1 7:27 0.1 9:42 0.2 3:00 0.0 5: 15 0.1 7:30 0.1 9:45 0.2 3:03 0.0 5: 18 0.1 7:33 0.1 9:48 0.2 3:06 0.0 5:21 0.1 7:36 0.1 9:51 0.2 3:09 0.0 5:24 0.1 7:39 0.1 9:54 0.2 3: 12 0.0 5:27 0.1 7:42 0.1 9:57 0.2 3: 15 0.0 5:30 0.1 7:45 0.1 10:00 0.2 3:18 0.0 5:33 0.1 7:48 0.1 10:03 0.2 3:21 0.0 5:36 0.1 7:51 0.1 10:06 0.2 3:24 0.0 5:39 0.1 7:54 0. 1 10:09 0.2 3:27 0.0 5:42 0.1 7:57 0.1 10: 12 0.2 3:30 0.0 5:45 0.1 8:00 0.1 10:15 0.2 Continued on next page Continued from previous page 10:18 0.2 11:12 0.5 12:06 5.7 13:00 0 .3 10:21 0.2 11:15 0.5 12:09 4.1 13:03 0.3 10:24 0.2 11:18 0.5 12:12 2.6 13:06 0 .3 10:27 0.3 11:21 0.5 12: 15 1.8 13:09 0.3 10:30 0.3 11:24 0.5 12: 18 1.4 13:12 0.3 10:33 0.3 11:27 0.6 12:21 1.2 13:15 0.3 10:36 0 .3 11:30 0.6 12:24 1.0 13: 18 0.3 10:39 0.3 11 :33 0.6 12:27 0.8 13:21 0.3 10:42 0.3 11 :36 0.8 12:30 0.7 13:24 0. 1 10:45 0.3 11 :39 1.4 12:33 0.7 13:27 0.0 10:48 0.3 11:42 1.9 12:36 0.7 13:30 0.3 10:51 0.3 11:45 2.2 12:39 0.6 13:33 0.2 10:54 0.4 11:48 2.3 12:42 0.6 13:36 0. 1 10:57 0.4 11:51 2.9 12:45 0.6 13:39 0.0 11:00 0.4 11:54 4.1 12:48 0.6 13:42 0.3 11:03 0.4 11 :57 5.3 12:51 0.5 13:45 0.2 11:06 0.4 12:00 5.9 12:54 0.5 11 :09 0 .4 12:03 6.2 12:57 0.3 Volune of runoff = 0.36 ac. ft. Depth of runoff = 7 .19 in. -------------------------------------------------------------------------------File Name -QS HOTEL Date 04/12/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN --------------------------------------------------------------------------------5 Type SCS Desc. basin a dev 100 yr Area 0.9 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 75 Storm Dist Type I I Len 24 hrs Precip. 11.00 -------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs ·-------------------------------------------------------------------------------5:21 0.0 7:36 0.1 9:51 0.2 12:06 8.4 5:24 0.0 7:39 0.1 9:54 0.2 12:09 5.9 5:27 o.o 7:42 0.1 9:57 0.2 12: 12 3.8 5:30 0.0 7:45 0.1 10:00 0.2 12: 15 2.7 5:33 0.0 7:48 0.1 10:03 0.2 12:18 2.1 5:36 0.0 7:51 0.1 10:06 0.2 12:21 1.8 5:39 0.0 7:54 0.1 10:09 0.2 12:24 1.5 5:42 0.0 7:57 0.1 10:12 0.2 12:27 1.3 5:45 0.0 8:00 0.1 10:15 0.2 12:30 1.1 5:48 0.0 8:03 0.1 10:18 0.2 12:33 1.1 5:51 0.0 8:06 0.1 10:21 0.2 12:36 1.0 5:54 0.0 8:09 0.1 10:24 0.2 12:39 1.0 5:57 0.0 8: 12 0.1 10:27 0.2 12:42 0.9 6:00 0.0 8: 15 0.1 10:30 0.3 12:45 0.9 6:03 0.0 8:18 0.1 10:33 0.3 12:48 0.9 6:06 0.0 8:21 0.1 10:36 0.3 12:51 0.8 6:09 0.0 8:24 0.1 10:39 0.3 12:54 0.8 6: 12 0.0 8:27 0.1 10:42 0.3 12:57 0.7 6: 15 0.0 8:30 0.1 10:45 0.3 13:00 0.7 6: 18 0.0 8:33 0.1 10:48 0.3 13:03 0.7 6:21 0.0 8:36 0.1 10:51 0.4 13:06 0.7 6:24 0.0 8:39 0.1 10:54 0.4 13:09 0.6 6:27 0.0 8:42 o. 1 10:57 0.4 13:12 0.6 6:30 0.0 8:45 0.1 11:00 0.4 13:15 0.6 6:33 0.0 8:48 0.1 11:03 0.4 13:18 0.6 6:36 0.0 8:51 0.1 11:06 0.5 13:21 0.6 6:39 0.0 8:54 0.1 11:09 0.5 13:24 0.5 6:42 0.0 8:57 0.1 11:12 0.5 13:27 0.5 6:45 0.0 9:00 o. 1 11: 15 0.5 13:30 0.5 6:48 0.0 9:03 0. 1 11:18 0.5 13:33 0.5 6:51 0.0 9:06 0.1 11:21 0.6 13:36 0.5 6:54 0.0 9:09 0. 1 11:24 0.6 13:39 0.5 6:57 0.0 9: 12 0. 1 11:27 0.7 13:42 0.5 7:00 0.0 9: 15 0.1 11:30 0.7 13:45 0.5 7:03 0.0 9:18 0.1 11:33 0.7 13:48 0.5 7:06 0.0 9:21 0.1 11 :36 1. 1 13:51 0.5 7:09 0.0 9:24 0.1 11 :39 1.8 13:54 0.5 7: 12 0.0 9:27 0.1 11:42 2.4 13:57 0.5 7: 15 0.0 9:30 0.1 11:45 2.8 14:00 0.5 7:18 0.0 9:33 0.1 11:48 3. 1 14:03 0.4 7:21 0. 1 9:36 o. 1 11:51 4.0 14:06 0.4 7:24 0. 1 9:39 0.2 11:54 6.0 14:09 0.4 7:27 0. 1 9:42 0.2 11 :57 7.7 14: 12 0.4 7:30 0.1 9:45 0.2 12:00 8.7 14:15 0.4 7:33 0.1 9:48 0.2 12:03 9.3 14:18 0.4 Continued on next page Continued from previous page 14:21 0.4 15:15 0.4 16:09 0.3 17:03 0.3 14:24 0.4 15: 18 0.4 16: 12 0.3 17:06 0.3 14:27 0.4 15:21 0.4 16: 15 0.3 17:09 0.2 14:30 0.4 15:24 0.4 16: 18 0.3 17:12 0.2 14:33 0.4 15:27 0.4 16:21 0.3 17:15 0.1 14:36 0.4 15:30 0.4 16:24 0.3 17:18 0.0 14:39 0.4 15:33 0.4 16:27 0.3 17:21 0.2 14:42 0.4 15:36 0.4 16:30 0.3 17:24 0.2 14:45 0.4 15:39 0.4 16:33 0.3 17:27 0.1 14:48 0.4 15:42 0.4 16:36 0.3 17:30 o.o 14:51 0.4 15:45 0.3 16:39 0.3 17:33 0.2 14:54 0.4 15:48 0.3 16:42 0.3 17:36 0.2 14:57 0.4 15:51 0.3 16:45 0.3 17:39 0.1 15:00 0.4 15:54 0.3 16:48 0.3 17:42 0.0 15:03 0.4 15:57 0.3 16:51 0.3 17:45 0.2 15:06 0.4 16:00 0.3 16:54 0.3 17:48 0.2 15:09 0.4 16:03 0.3 16:57 0.3 15: 12 0.4 16:06 0.3 17:00 0.3 Volune of runoff = 0.57 ac. ft. Depth of runoff = 7.30 in. -------------------------------------------------------------------------------File Name -QS HOTEL Date 04/12/97 Proj. Leader D.KEATING Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN l-------------------------------------------------------------------------------6 Type SCS Desc. basin b dev 100 yr Area 1.2 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 96 Storm Dist Type II Len 24 hrs Precip. 11.00 -------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cf s hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------0:57 0.0 3:12 0.1 5:27 0.2 7:42 0.2 1:00 0.0 3: 15 0.1 5:30 0.2 7:45 0.2 1 :03 0.0 3:18 0.1 5:33 0.2 7:48 0.2 1 :06 o.o 3:21 0.1 5:36 0.2 7:51 0.2 1 :09 0.0 3:24 0.1 5:39 0.2 7:54 0.2 1:12 0.0 3:27 0.1 5:42 0.2 7:57 0.2 1:15 0.0 3:30 0.1 5:45 0.2 8:00 0.2 1 :18 0.0 3:33 0.1 5:48 0.2 8:03 0.2 1:21 0.0 3:36 0.1 5:51 0.2 8:06 0.3 1:24 0.0 3:39 0.1 5:54 0.2 8:09 0.3 1:27 0.0 3:42 0.1 5:57 0.2 8: 12 0.3 1:30 0.1 3:45 0.1 6:00 0.2 8: 15 0.3 1:33 0.1 3:48 0.1 6:03 0.2 8:18 0.3 1:36 0.1 3:51 0.1 6:06 0.2 8:21 0.3 1:39 0. 1 3:54 0.1 6:09 0.2 8:24 0.3 1:42 0. 1 3:57 0.1 6:12 0.2 8:27 0.3 1:45 0.1 4:00 0.2 6: 15 0.2 8:30 0.3 1:48 0.1 4:03 0.2 6:18 0.2 8:33 0.3 1: 51 0.1 4:06 0.2 6:21 0.2 8:36 0.3 1:54 0.1 4:09 0.2 6:24 0.2 8:39 0.3 1 :57 0.1 4: 12 0.2 6:27 0.2 8:42 0.3 2:00 0.1 4: 15 0.2 6:30 0.2 8:45 0.3 2:03 0.1 4:18 0.2 6:33 0.2 8:48 0.3 2:06 0.1 4:21 0.2 6:36 0.2 8:51 0.3 2:09 0.1 4:24 0.2 6:39 0.2 8:54 0.3 2: 12 0.1 4:27 0.2 6:42 0.2 8:57 0.3 2: 15 0.1 4:30 0.2 6:45 0.2 9:00 0.3 2: 18 0.1 4:33 0.2 6:48 0.2 9:03 0.3 2:21 0.1 4:36 0.2 6:51 0.2 9:06 0.4 2:24 0.1 4:39 0.2 6:54 0.2 9:09 0.4 2:27 0.1 4:42 0.2 6:57 0.2 9: 12 0.4 2:30 0.1 4:45 0.2 7:00 0.2 9: 15 0.4 2:33 0.1 4:48 0.2 7:03 0.2 9:18 0.4 2:36 0.1 4:51 0.2 7:06 0.2 9:21 0.4 2:39 0.1 4:54 0.2 7:09 0.2 9:24 0.4 2:42 0.1 4:57 0.2 7:12 0.2 9:27 0.4 2:45 0.1 5:00 0.2 7:15 0.2 9:30 0.4 2:48 0.1 5:03 0.2 7:18 0.2 9:33 0.4 2:51 0.1 5:06 0.2 7:21 0.2 9:36 0.4 2:54 0.1 5:09 0.2 7:24 0.2 9:39 0.4 2:57 0.1 5:12 0.2 7:27 0.2 9:42 0.4 3:00 0.1 5: 15 0.2 7:30 0.2 9:45 0.4 3:03 0.1 5: 18 0.2 7:33 0.2 9:48 0.4 3:06 0.1 5:21 0.2 7:36 0.2 9:51 0.5 3:09 0.1 5:24 0.2 7:39 0.2 9:54 0.5 Continued on next page 'ontinued from previous page 9:57 0.5 10:51 0.8 11 :45 4 .8 12:39 0.8 10:00 0.5 10:54 0.8 11:48 5.2 12:42 0.8 10:03 0.5 10:57 0.9 11:51 6.6 12:45 0.8 10:06 0.5 11:00 0.9 11:54 9.5 12:48 0.8 10:09 0.5 11:03 0.9 11 :57 11.9 12:51 0.8 10: 12 0.5 11:06 0.9 12:00 13.1 12:54 0.8 10: 15 0.5 11:09 1.0 12:03 13.6 12:57 0.8 10: 18 0.5 11:12 1.0 12:06 12.1 13:00 0.8 10:21 0.5 11: 15 1.1 12:09 8.5 13:03 0.8 10:24 0.6 11:18 1.1 12:12 5.4 13:06 0.5 10:27 0.6 11: 21 1.1 12:15 3.8 13:09 0.3 10:30 0.6 11:24 1.2 12: 18 3.0 13:12 0.1 10:33 0.6 11:27 1.3 12:21 2.5 13:15 0.7 10:36 0.6 11 :30 1.3 12:24 2.1 13:18 0.5 10:39 0.7 11:33 1.4 12:27 1.7 13:21 0.3 10:42 0.7 11:36 1.9 12:30 1.6 13:24 0.1 10:45 0.7 11 :39 3.2 12:33 1.5 10:48 0.8 11:42 4.3 12:36 1.3 Voll.Ille of runoff = 0 .78 ac. ft. Depth of runoff = 7 .96 in. ------------------------------------------------------------------------------- File Name -QS HOTEL Date 04/12/97 Proj. Leader D. KEA TI NG Client KIRKLAND Job 97-338 Misc. Note -SITE DESIGN ------------------------------------------------------------------------------- 7 Type SCS Desc. basin c dev 100 yr Area 0.6 ac. Time of Concent. 10 min . Freq. 100.0 yrs CN 95 Storm Dist Type II Len 24 hrs Precip. 11.00 ------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs ------------------------------------------------------------------------------- 1:09 0.0 3:24 0.1 5:39 0.1 7:54 0.1 1:12 o.o 3:27 0.1 5:42 0.1 7:57 0.1 1:15 0.0 3:30 0.1 5:45 0.1 8:00 0.1 1:18 0.0 3:33 0.1 5:48 0.1 8:03 0.1 1:21 0 .0 3:36 0 .1 5:51 0.1 8:06 0.1 1 :24 0.0 3:39 0.1 5:54 0.1 8:09 0.1 1:27 0.0 3:42 0.1 5:57 0.1 8:12 0.1 1:30 0.0 3:45 0.1 6:00 0.1 8:15 0.1 1 :33 0.0 3:48 0.1 6:03 0.1 8:18 0.2 1 :36 0.0 3:51 0.1 6:06 0.1 8:21 0.2 1:39 0.0 3:54 0.1 6:09 0.1 8:24 0.2 1:42 0.0 3:57 0.1 6: 12 0.1 8:27 0.2 1:45 0.0 4:00 0.1 6:15 0.1 8:30 0.2 1:48 0.0 4:03 0.1 6:18 0.1 8:33 0.2 1:51 0.0 4:06 0.1 6:21 0.1 8:36 0.2 1:54 0.0 4:09 0.1 6:24 0 .1 8:39 0.2 1:57 o.o 4: 12 0.1 6:27 0.1 8:42 0 .2 2:00 0.0 4: 15 0.1 6:30 0 .1 8:45 0.2 2:03 0.0 4:18 0.1 6:33 0.1 8:48 0 .2 2:06 0.0 4:21 0.1 6:36 0.1 8:51 0.2 2:09 0.0 4:24 0.1 6:39 0.1 8:54 0.2 2:12 0.0 4:27 0.1 6:42 0.1 8:57 0.2 2: 15 0.0 4:30 0.1 6:45 0.1 9:00 0.2 2: 18 0.0 4:33 0.1 6:48 0.1 9:03 0.2 2:21 0.0 4:36 0.1 6:51 0.1 9:06 0.2 2:24 0.0 4 :39 0.1 6:54 0.1 9:09 0.2 2:27 0.0 4:42 0.1 6:57 0.1 9: 12 0 .2 2:30 0.0 4:45 0.1 7:00 0.1 9: 15 0 .2 2:33 0.0 4:48 0.1 7:03 0.1 9 :18 0 .2 2:36 0.0 4:51 0.1 7:06 0.1 9:21 0.2 2:39 0.0 4:54 0.1 7:09 0.1 9:24 0 .2 2:42 0.0 4:57 0.1 7:12 0.1 9:27 0.2 2:45 0.0 5:00 0.1 7: 15 0.1 9:30 0.2 2:48 0.0 5:03 0.1 7:18 0.1 9 :33 0.2 2:51 0.0 5:06 0.1 7:21 0.1 9:36 0 .2 2:54 0.0 5:09 0.1 7:24 0.1 9 :39 0.2 2:57 0.0 5: 12 0.1 7:27 0 .1 9:42 0.2 3:00 0.0 5: 15 0.1 7:30 0 .1 9:45 0.2 3:03 0.0 5: 18 0.1 7:33 0.1 9:48 0 .2 3:06 0.0 5:21 0.1 7:36 0.1 9:51 0.2 3:09 0.0 5:24 0. 1 7:39 0.1 9:54 0.2 3: 12 0.0 5:27 0 . 1 7:42 0.1 9:57 0.2 3: 15 0.1 5:30 0.1 7:45 0.1 10:00 0.2 3: 18 0.1 5:33 0.1 7:48 0.1 10:03 0.2 3:21 0.1 5:36 0.1 7:51 0.1 10:06 0 .2 Continued on next page :ontinued from previous page 10:09 0.2 11:03 0.5 11:57 6.3 12:51 0.4 10:12 0.3 11:06 0.5 12:00 6.9 12:54 0 .4 10:15 0.3 11:09 0.5 12:03 7.2 12:57 0 .4 10: 18 0.3 11:12 0.5 12:06 6.4 13:00 0 .4 10:21 0.3 11: 15 0.6 12:09 4.5 13:03 0.4 10:24 0.3 11:18 0.6 12:12 2.9 13:06 0.4 10:27 0.3 11: 21 0.6 12:15 2.0 13:09 0.4 10:30 0.3 11:24 0.6 12: 18 1.6 13:12 0.4 10:33 0.3 11:27 0.7 12:21 1.3 13:15 0.4 10:36 0.3 11:30 0.7 12:24 1.1 13:18 0.3 10:39 0.4 11:33 0.7 12:27 0.9 13:21 0.2 10:42 0.4 11 :36 1.0 12:30 0.8 13:24 0.1 10:45 0.4 11 :39 1.7 12:33 0.8 13:27 0.4 10:48 0.4 11:42 2.3 12:36 0.8 13:30 0.3 10:51 0.4 11 :45 2.5 12:39 0.7 13:33 0.2 10:54 0.4 11:48 2.7 12:42 0.7 13:36 0 .0 10:57 0.5 11: 51 3.5 12:45 0.6 11:00 0 .5 11:54 5.0 12:48 0.5 Volune of runoff = 0.41 ac . ft . Depth of runoff = 8 .01 in . *** ROUTING OF HYDROGRAPH # 6 *** File Name -qs pond 1 Proj. Leader D.KEATING Description : Client KIRKLAND Misc . Note -SITE DESIGN qual i ty suites hotel detention pond # 1 ( B) college station -/ Date 04/12/97 Job 97-338 RESERVOIR OUTFLOIJ CONTROL STRUCTURES Broad erst Weir Elev 1 301.10 No. Elev 301 .10 2 301.25 3 301.50 Storage 0 .000 0.001 0.005 Length 18.0' Rt Slope 0.0 outflow No. Elev 0.00 4 301.75 0.92 5 302.00 4.13 Routing of Hydrograph # 6 File Name -QS HOTEL Proj . Leader D.KEATING Client KIRKLAND Misc . Note -SITE DESIGN 6 Type SCS Desc. basin b dev 100 yr Area 1.2 ac. Time of Concent. 10 min . Storm Dist Type II Hydrograph # 11 -total outflow hydrograph Description : outflow from pond b Date 04/12/97 Inflow H'graph: basin b dev 100 yr Time Inflow Storage hr:min cfs ac ft 0:57 0.0 0.0000 1:00 0.0 0.0000 1 :03 0 .0 0.0000 1 :06 0.0 0.0000 1 :09 0.0 0.0000 1:12 0.0 0.0000 1:15 0.0 0.0000 1:18 0.0 0.0000 Lt Slope 0.0 Storage 0.010 0.010 Ht 1.0 Outflow 8.74 14 .52 Date 04/12/97 Job 97-338 Freq. 100.0 yrs Len 24 hrs Precip . CN 96 11.00 Elevation feet 301.10 301.10 301. 10 301.10 301.10 301.10 301.10 301. 10 Page 01 Outflow cfs (Tot) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 ac .ft . have entered the pond. 0 .0000 ac .ft. C O.OOX) have exited. Date 04/12/97 Page 02 Inflow H'graph: basin b dev 100 yr Time Inflow Storage Elevation Outflow hr:min cfs ac ft feet cfs (Tot) ----------------------------------------------------------------------------- 1 :21 0.0 0.0000 301. 10 0.00 1 :24 0.0 0.0000 301. 10 0.00 1 :27 0.0 0.0000 301. 10 0.00 1 :30 0.1 0.0001 301.12 0.04 1 :33 0.1 0.0002 301.14 0.11 1 :36 0.1 0.0002 301.13 0.10 1 :39 0.1 0.0002 301.13 0.10 1:42 0.1 0.0002 301.13 0.10 1:45 0.1 0.0002 301.13 0.10 1:48 0.1 0.0002 301.13 0.10 1:51 0.1 0.0002 301.13 0.10 1:54 0.1 0.0002 301 .13 0.10 1 :57 0.1 0.0002 301.13 0.10 2:00 0.1 0.0002 301. 13 0.10 2:03 0.1 0.0002 301. 13 0.10 2:06 0.1 0.0002 301. 13 0.10 2:09 0.1 0.0002 301.13 0.10 2:12 0.1 0.0002 301.13 0.10 2: 15 0.1 0 .0002 301. 13 0.10 2:18 0.1 0.0002 301.13 0.10 2:21 0.1 0.0002 301. 13 0.10 2:24 0. 1 0.0002 301.13 0.10 2:27 0.1 0.0002 301. 13 0.10 2:30 0.1 0.0002 301. 13 0.10 2:33 0.1 0.0002 301. 13 0.10 2:36 0.1 0.0002 301. 13 0.10 2:39 0.1 0.0002 301.13 0.10 2:42 0. 1 0.0002 301.13 0.10 2:45 0. 1 0.0002 301. 13 0.10 2:48 0. 1 0.0002 301.13 0.10 2:51 0.1 0.0002 301.13 0.10 2:54 0.1 0.0002 301.13 0.10 2:57 0.1 0.0002 301. 13 0.10 3:00 0.1 0.0002 301.13 0.10 3:03 0.1 0.0002 301.13 0.10 3:06 0.1 0.0002 301.13 0.10 3:09 0.1 0.0002 301.13 0.10 3:12 0.1 0.0002 301.13 0.10 3:15 0.1 0.0002 301.13 0.10 3:18 0.1 0.0002 301.13 0.10 3:21 0.1 0.0002 301.13 0.10 3:24 0.1 0.0002 301.13 0.10 3:27 0.1 0.0002 301.13 0.10 3:30 0.1 0.0002 301.13 0.10 3:33 0.1 0.0002 301.13 0.10 3:36 0.1 0.0002 301.13 0.10 3:39 0.1 0.0002 301.13 0.10 3:42 0.1 0.0002 301.13 0.10 0.0183 ac.ft. have entered the pond. 0.0181 ac .ft. C98.78X) have exited. Date 04/12/97 Page 03 Inflow H'graph : basin b dev 100 yr Time Inflow Storage Elevation Outflow hr:min cfs ac ft feet cfs (Tot) ----------------------------------------------------------------------------- 3:45 0.1 0.0002 301. 13 0.10 3:48 0.1 0 .0002 301. 13 0.10 3:51 0.1 0.0002 301. 13 0.10 3:54 0.1 0.0002 301. 13 0.10 3:57 0.1 0.0002 301.13 0.10 4:00 0.2 0.0003 301. 15 0.16 4:03 0.2 0 .0004 301.16 0.21 4:06 0.2 0.0004 301. 15 0.20 4:09 0.2 0.0004 301. 15 0.20 4: 12 0 .2 0.0004 301. 15 0.20 4: 15 0 .2 0.0004 301. 15 0.20 4: 18 0.2 0.0004 301.15 0.20 4:21 0.2 0.0004 301. 15 0.20 4:24 0.2 0.0004 301.15 0.20 4:27 0.2 0.0004 301. 15 0.20 4:30 0 .2 0.0004 301. 15 0.20 4:33 0.2 0.0004 301. 15 0.20 4:36 0 .2 0.0004 301. 15 0.20 4:39 0.2 0.0004 301. 15 0.20 4:42 0.2 0.0004 301. 15 0.20 4:45 0 .2 0.0004 301. 15 0.20 4:48 0.2 0.0004 301. 15 0.20 4:51 0.2 0.0004 301.15 0.20 4:54 0.2 0.0004 301. 15 0.20 4:57 0.2 0.0004 301. 15 0.20 5:00 0.2 0.0004 301. 15 0.20 5:03 0.2 0.0004 301. 15 0.20 5:06 0.2 0.0004 301. 15 0.20 5:09 0.2 0.0004 301. 15 0.20 5: 12 0.2 0.0004 301. 15 0.20 5: 15 0 .2 0.0004 301. 15 0.20 5: 18 0.2 0.0004 301. 15 0 .20 5:21 0.2 0.0004 301. 15 0 .20 5:24 0.2 0 .0004 301. 15 0.20 5:27 0.2 0.0004 301. 15 0.20 5:30 0.2 0.0004 301. 15 0.20 5:33 0.2 0.0004 301.15 0.20 5:36 0.2 0.0004 301. 15 0.20 5:39 0.2 0.0004 301. 15 0.20 5:42 0.2 0.0004 301. 15 0.20 5:45 0.2 0.0004 301.15 0.20 5 :48 0.2 0.0004 301. 15 0.20 5:51 0.2 0.0004 301.15 0.20 5:54 0.2 0.0004 301.15 0.20 5:57 0.2 0.0004 301. 15 0.20 6:00 0.2 0.0004 301. 15 0.20 6:03 0.2 0.0004 301. 15 0.20 6 :06 0.2 0.0004 301. 15 0.20 0 .0557 ac .ft. have entered the pond. 0 .0554 ac.ft. (99.35 X) have exited. Date 04/12/97 Page 04 Inflow. H'graph: basin b dev 100 yr Time Inflow Storage Elevation Outflow hr:min cfs ac ft feet cfs (Tot) ----------------------------------------------------------------------------- 6:09 0.2 0.0004 301. 15 0.20 6:12 0.2 0.0004 301.15 0.20 6: 15 0.2 0.0004 301.15 0.20 6: 18 0.2 0.0004 301.15 0.20 6:21 0.2 0.0004 301.15 0.20 6:24 0.2 0.0004 301.15 0.20 6:27 0.2 0.0004 301. 15 0.20 6:30 0.2 0.0004 301.15 0.20 6:33 0.2 0.0004 301. 15 0.20 6:36 0.2 0.0004 301. 15 0.20 6:39 0.2 0.0004 301.15 0.20 6:42 0.2 0.0004 301.15 0.20 6:45 0.2 0.0004 301.15 0.20 6:48 0.2 0.0004 301.15 0.20 6:51 0.2 0.0004 301.15 0.20 6:54 0.2 0.0004 301. 15 0.20 6:57 0.2 0.0004 301.15 0.20 7:00 0.2 0.0004 301. 15 0.20 7:03 0.2 0.0004 301.15 0.20 7:06 0.2 0.0004 301. 15 0.20 7:09 0.2 0.0004 301. 15 0.20 7: 12 0.2 0.0004 301. 15 0.20 7:15 0.2 0.0004 301.15 0.20 7:18 0.2 0.0004 301. 15 0.20 7:21 0.2 0.0004 301.15 0.20 7:24 0.2 0.0004 301.15 0.20 7:27 0.2 0.0004 301.15 0.20 7:30 0.2 0.0004 301.15 0.20 7:33 0.2 0.0004 301.15 0.20 7:36 0.2 0.0004 301.15 0 .20 7:39 0.2 0.0004 301. 15 0.20 7:42 0.2 0.0004 301.15 0.20 7:45 0.2 0.0004 301. 15 0.20 7:48 0.2 0.0004 301. 15 0.20 7:51 0.2 0.0004 301. 15 0.20 7:54 0.2 0.0004 301.15 0.20 7:57 0.2 0.0004 301.15 0.20 8:00 0.2 0.0004 301. 15 0.20 8:03 0.2 0.0004 301.15 0.20 8:06 0.3 0.0004 301. 17 0.26 8:09 0.3 0.0005 301.17 0.31 8:12 0.3 0.0005 301.17 0.30 8:15 0.3 0.0005 301.17 0.30 8:18 0.3 0.0005 301.17 0.30 8:21 0.3 0.0005 301.17 0.30 8:24 0.3 0.0005 301.17 0.30 8:27 0.3 0.0005 301.17 0.30 8:30 0.3 0.0005 301.17 0.30 0.0989 ac.ft. have entered the pond. 0 .0984 ac .ft. (99.51X) have exited. Date 04/12/97 Page 05 Inflow H'graph: basin b dev 100 yr Time Inflow Storage Elevation Outflow hr:min cfs ac ft feet cfs (Tot) ----------------------------------------------------------------------------- 8:33 0 .3 0 .0005 301.17 0 .30 8:36 0.3 0.0005 301.17 0.30 8:39 0 .3 0.0005 301.17 0.30 8 :42 0.3 0.0005 301.17 0.30 8:45 0 .3 0.0005 301. 17 0.30 8:48 0.3 0.0005 301.17 0.30 8:51 0.3 0.0005 301.17 0.30 8 :54 0.3 0.0005 301.17 0.30 8:57 0.3 0.0005 301.17 0.30 9:00 0.3 0.0005 301.17 0.30 9:03 0.3 0.0005 301.17 0.30 9:06 0.4 0.0005 301. 18 0.37 9:09 0.4 0.0006 301.19 0.41 9:12 0.4 0.0006 301. 19 0.40 9:15 0.4 0.0006 301. 19 0.40 9:18 0 .4 0.0006 301. 19 0.40 9:21 0.4 0.0006 301. 19 0.40 9:24 0.4 0.0006 301. 19 0.40 9:27 0.4 0.0006 301. 19 0.40 9:30 0.4 0.0006 301. 19 0.40 9:33 0.4 0.0006 301.19 0.40 9:36 0.4 0.0006 301 .19 0 .40 9:39 0.4 0.0006 301. 19 0.40 9:42 0.4 0.0006 301. 19 0.40 9:45 0.4 0.0006 301. 19 0.40 9 :48 0.4 0.0006 301. 19 0.40 9 :51 0.5 0.0006 301.20 0.47 9:54 0.5 0.0007 301.20 0.51 9:57 0.5 0.0007 301.20 0.49 10:00 0.5 0.0007 301.20 0.50 10:03 0.5 0.0007 301.20 0.50 10 :06 0.5 0.0007 301.20 0.50 10 :09 0.5 0.0007 301.20 0.50 10:12 0.5 0.0007 301.20 0.50 10:15 0.5 0.0007 301.20 0.50 10: 18 0.5 0.0007 301.20 0.50 10:21 0.5 0.0007 301.20 0.50 10:24 0.6 0.0007 301.21 0.57 10:27 0.6 0.0008 301.21 0.61 10:30 0.6 0.0007 301.21 0.59 10:33 0.6 0.0008 301.21 0.60 10:36 0.6 0 .0008 301.21 0.60 10 :39 0 .7 0.0008 301.22 0.67 10:42 0.7 0.0008 301.23 0. 71 10:45 0.7 0.0008 301.22 0.69 10:48 0.8 0.0009 301.23 0.78 10:51 0.8 0.0009 301.24 0.81 10:54 0.8 0.0009 301.24 0.79 0.1900 ac.ft. have entered the pond. 0. 1891 ac.ft. (99.52X) have exited. Date 04/12/97 Page 06 Inflow H'graph: basin b dev 100 yr Time Inflow Storage Elevation Outflow hr:min cf s ac ft feet cfs (Tot) ----------------------------------------------------------------------------- 10:57 0.9 0.0010 301.24 0.88 11:00 0.9 0.0010 301.25 0.91 11 :03 0.9 0.0010 301.25 0.89 11:06 0.9 0.0010 301.25 0.90 11:09 1.0 0.0011 301.25 0.96 11: 12 1.0 0 .0011 301.26 1.00 11:15 1.1 0.0012 301.26 1.06 11: 18 1.1 0.0013 301.27 1. 11 11:21 1.1 0.0013 301.27 1.10 11:24 1.2 0.0014 301.27 1 .16 11:27 1.3 0.0015 301.28 1.26 11:30 1.3 0.0016 301.29 1.31 11 :33 1.4 0.0017 301.29 1.36 11:36 1.9 0.0022 301.32 1. 70 11:39 3.2 0.0035 301.41 2.75 11 :42 4.3 0.0049 301.50 4.06 11 :45 4.8 0.0057 301.53 4.68 11:48 5.2 0.0062 301.56 5.09 11:51 6.6 0.0073 301.62 6.14 11:54 9.5 0.0100 301. 75 8.70 11:57 11.9 0.0100 301.92 12.68 12:00 13.1 0.0100 301. 91 12.32 12:03 13.6 0.0100 301.99 14.38 12:06 12. 1 0.0100 301.87 11.32 12:09 8.5 0.0100 301. 78 9.28 12: 12 5.4 0 .0072 301.61 5.99 12:15 3.8 0.0051 301.51 4.21 12: 18 3.0 0.0040 301.43 3.14 12:21 2.5 0.0034 301.40 2.64 12:24 2 .1 0.0029 301.37 2.21 12:27 1.7 0.0024 301.33 1.83 12:30 1.6 0.0021 301.32 1.61 12:33 1.5 0.0020 301.31 1.54 12:36 1.3 0.0017 301.29 1.38 12:39 0.8 0.0011 301.26 1.01 12:42 0 .8 0.0009 301. 23 0.73 12:45 0 .8 0.0009 301.24 0 .83 12:48 0.8 0.0009 301.23 0.79 12:51 0.8 0.0009 301.24 0.81 12:54 0.8 0.0009 301.24 0.80 12:57 0.8 0.0009 301.24 0.80 13:00 0.8 0.0009 301.24 0.80 13:03 0.8 0.0009 301.24 0.80 13:06 0.5 0.0007 301.21 0 .58 13:09 0 .3 0.0005 301. 18 0.33 13:12 0.1 0.0003 301. 15 0 .16 13:15 0.7 0.0006 301.20 0 .48 13:18 0.5 0.0008 301.22 0.65 o.m3 ac .ft . have entered t he pond. 0 .7725 ac.ft . (99.89X) have exited. Date 04/12/97 Inf low H'graph: basin b dev 100 yr Time Inf low Storage hr:min cfs ac ft 13:21 13:24 13:27 0.3 0.1 0 .0 0.0005 0.0003 -0 .0000 Elevation feet 301. 17 301.15 301 . 10 Page 07 Outflow cfs (Tot) 0.30 0.17 0.00 *** ROUTING OF HYDROGRAPH # 7 *** File Name -qs pond c Proj. Leader D.KEATING Description : QUALITY SUITES HOTEL DETENTION POND C APR! L 1997 Client KIRKLAND Hise. Note -SITE DESIGN Date 05/12/97 Job 97-338 RESERVOIR OUTFLO~ CONTROL STRUCTURES Broad erst ~eir Elev 1 294.50 Length 8.0' Rt Slope 0.0 Lt Slope 0.0 Ht 1.0 No. Elev Storage Outflow No . Elev Storage Outflow -------------------------------------------------------------------------------- 294.50 0.000 0.00 4 295.25 2 294. 75 0 .000 0.89 5 295.50 3 295.00 0.001 2.58 6 295.75 Routing of Hydrograph # 7 File Name -QS HOTEL Proj. Leader D.KEATING Client KIRKLAND Misc. Note -SITE DESIGN 7 Type scs Oesc. basin c dev 100 yr Area 0.6 ac. Time of Concent. 10 min. Storm Dist Type II Hydrograph # 20 -total outflow hydrograph Description : routing thru pond c Date 05/12/97 Inflow H'graph: basin c dev 100 yr Time Inflow Storage hr:min cfs ac ft 1:09 0.0 0.0000 1: 12 0.0 0.0000 1:15 0.0 0.0000 1:18 0.0 0.0000 1:21 o.o 0.0000 1 :24 0.0 0.0000 1 :27 o.o 0.0000 1 :30 0.0 0.0000 0.004 4.85 0.070 7.61 0.020 10.80 Date 05/12/97 Job 97-338 Freq. 100.0 yrs CN 95 Len 24 hrs Precip. 11.00 Elevation feet 294.50 294.50 294.50 294.50 294.50 294.50 294.50 294.50 Page 01 Outflow cfs (Tot) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.0000 ac.ft. have entered the pond. 0.0000 ac .ft. ( O.OOX) have exited. Date 05/12/97 Page 02 Inflow H'graph: basin c dev 100 yr Time Inf low Storage Elevation Outflow hr:min cfs ac ft feet cfs (Tot) -----------------------------------------------------------------------------1:33 0.0 0.0000 294.50 0.00 1 :36 0.0 0.0000 294.50 0.00 1:39 0.0 0.0000 294.50 0.00 1 :42 0.0 0.0000 294.50 0.00 1:45 0.0 0.0000 294.50 0.00 1:48 0.0 0.0000 294.50 0.00 1:51 0.0 0.0000 294.50 0.00 1:54 0.0 0.0000 294.50 0.00 1 :57 0.0 0.0000 294.50 0.00 2:00 0.0 0.0000 294.50 0.00 2:03 0.0 0.0000 294.50 0.00 2:06 0.0 0.0000 294.50 0.00 2:09 0.0 0.0000 294.50 0.00 2: 12 0.0 0.0000 294.50 0.00 2: 15 0.0 0.0000 294.50 0.00 2: 18 o.o 0.0000 294.50 0.00 2:21 0.0 0.0000 294.50 0.00 2:24 0.0 0.0000 294.50 0.00 2:27 o.o 0.0000 294.50 0.00 2:30 0.0 0.0000 294.50 0.00 2:33 0.0 0.0000 294.50 0.00 2:36 0.0 0.0000 294.50 0.00 2:39 0.0 0.0000 294.50 0.00 2:42 0.0 0.0000 294.50 0.00 2:45 0.0 0.0000 294.50 0.00 2:48 0.0 0.0000 294.50 0.00 2:51 0.0 0.0000 294.50 0.00 2:54 0.0 0.0000 294.50 0.00 2:57 0.0 0.0000 294.50 0.00 3:00 0.0 0.0000 294.50 0.00 3:03 0.0 0.0000 294.50 0.00 3:06 0.0 0.0000 294.50 0.00 3:09 0.0 0.0000 294.50 0.00 3: 12 0.0 0.0000 294.50 0.00 3: 15 0. 1 0.0000 294.56 0.10 3: 18 0.1 0.0000 294.56 0.10 3:21 0.1 0.0000 294.56 0.10 3:24 0.1 0.0000 294.56 0.10 3:27 0.1 0.0000 294.56 0.10 3:30 0.1 0.0000 294.56 0.10 3:33 0. 1 0.0000 294.56 0.10 3:36 0. 1 0.0000 294.56 0. 10 3:39 0.1 0.0000 294.56 0.10 3:42 0.1 0.0000 294.56 0. 10 3:45 0.1 0.0000 294.56 0. 10 3:48 0. 1 0.0000 294.56 0.10 3:51 0. 1 0.0000 294.56 0. 10 3:54 0. 1 0.0000 294.56 0. 10 0.0055 ac.ft. have entered the pond. 0.0055 ac.ft. C99.77X) have exited. Date 05/12/97 Page 03 Inflow H'graph: basin c dev 100 yr Time Inflow Storage Elevation Outflow hr:min cfs ac ft feet cfs (Tot) ----------------------------------------------------------------------------- 3:57 0.1 0.0000 294.56 0.10 4:00 0.1 0.0000 294.56 0.10 4:03 0.1 0.0000 294.56 0. 10 4:06 0.1 0.0000 294.56 0.10 4:09 0.1 0.0000 294.56 0.10 4:12 0.1 0.0000 294.56 0.10 4:15 0.1 0.0000 294.56 0.10 4: 18 0.1 0.0000 294.56 0.10 4:21 0.1 0.0000 294.56 0.10 4:24 0.1 0.0000 294.56 0.10 4:27 0.1 0.0000 294.56 0.10 4:30 0.1 0.0000 294.56 0.10 4:33 0.1 0.0000 294.56 0.10 4:36 0.1 0.0000 294.56 0.10 4:39 0.1 0.0000 294.56 0. 10 4:42 0.1 0.0000 294.56 0.10 4:45 0.1 0.0000 294.56 0.10 4:48 0.1 0.0000 294.56 0.10 4:51 0.1 0.0000 294.56 0.10 4:54 0.1 0.0000 294.56 0.10 4:57 0.1 0.0000 294.56 0. 10 5:00 0. 1 0.0000 294.56 0.10 5:03 0.1 0.0000 294.56 0.10 5:06 0.1 0.0000 294.56 0. 10 5:09 0.1 0.0000 294.56 0.10 5: 12 0.1 0.0000 294.56 0.10 5:15 0. 1 0.0000 294.56 0. 10 5: 18 0.1 0.0000 294.56 0.10 5:21 0.1 0.0000 294.56 0.10 5:24 0.1 0.0000 294.56 0.10 5:27 0.1 0.0000 294.56 0.10 5:30 0.1 0.0000 294.56 0.10 5:33 0.1 0.0000 294.56 0.10 5:36 0.1 0.0000 294.56 0.10 5:39 0. 1 0.0000 294.56 0.10 5:42 0.1 0.0000 294.56 0.10 5:45 0.1 0.0000 294.56 0.10 5:48 0.1 0.0000 294.56 0. 10 5:51 0.1 0.0000 294.56 0.10 5:54 0.1 0.0000 294.56 0.10 5:57 0.1 0.0000 294.56 0.10 6:00 0.1 0.0000 294.56 0.10 6:03 0.1 0.0000 294.56 0.10 6:06 0.1 0.0000 294.56 0.10 6:09 0.1 0.0000 294.56 0.10 6: 12 0. 1 0.0000 294.56 0.10 6: 15 0. 1 0.0000 294.56 0. 10 6:18 0.1 0.0000 294.56 0. 10 0.0254 ac.ft. have entered the pond. 0.0253 ac.ft . (99.89%) have exited. Date 05/12/97 Page 04 Inf low H'graph: basin c dev 100 yr Time Inf low Storage Elevation Outflow hr:min cfs ac ft feet cfs (Tot) -----------------------------------------------------------------------------6:21 0.1 0.0000 294.56 0.10 6:24 0.1 0.0000 294.56 0. 10 6:27 0. 1 0.0000 294.56 0. 10 6:30 0. 1 0.0000 294.56 0. 10 6:33 0. 1 0.0000 294.56 0. 10 6:36 0. 1 0.0000 294.56 0. 10 6:39 0. 1 0.0000 294.56 0. 10 6:42 o. 1 0.0000 294.56 0.10 6:45 0. 1 0.0000 294.56 o. 10 6:48 0.1 0.0000 294.56 0. 10 6:51 0.1 0.0000 294.56 0. 10 6:54 0. 1 0.0000 294.56 0. 10 6:57 0.1 0.0000 294.56 0.10 7:00 0.1 0.0000 294.56 0. 10 7:03 0. 1 0.0000 294.56 0. 10 7:06 0.1 0.0000 294.56 0. 10 7:09 0. 1 0.0000 294.56 0. 10 7: 12 0. 1 0.0000 294.56 0. 10 7: 15 0. 1 0.0000 294.56 0. 10 7: 18 0. 1 0.0000 294.56 0. 10 7:21 0.1 0.0000 294.56 o. 10 7:24 0.1 0.0000 294.56 0. 10 7:27 0.1 0.0000 294.56 0. 10 7:30 0.1 0.0000 294.56 0. 10 7:33 0.1 0.0000 294.56 0. 10 7:36 0.1 0.0000 294.56 0. 10 7:39 0. 1 0.0000 294.56 0. 10 7:42 0. 1 0.0000 294.56 0. 10 7:45 0.1 0.0000 294.56 0.10 7:48 0. 1 0.0000 294.56 0. 10 7:51 0.1 0.0000 294.56 0. 10 7:54 0.1 0.0000 294.56 0. 10 7:57 0.1 0.0000 294.56 0. 10 8:00 0.1 0.0000 294.56 0. 10 8:03 0.1 0.0000 294.56 0.10 8:06 0.1 0.0000 294.56 0.10 8:09 0.1 0.0000 294.56 0. 10 8:12 0.1 0.0000 294.56 0.10 8: 15 0. 1 0.0000 294.56 0. 10 8: 18 0.2 0.0000 294.59 0.20 8:21 0.2 0.0000 294.59 0.20 8:24 0.2 0.0000 294.59 0.20 8:27 0.2 0.0000 294.59 0.20 8:30 0.2 0.0000 294.59 0.20 8:33 0.2 0.0000 294.59 0.20 8:36 0.2 0.0000 294.59 0.20 8:39 0.2 0.0000 294.59 0.20 8:42 0.2 0.0000 294.59 0.20 0.0487 ac.ft. have entered the pond. 0.0487 ac.ft. (99.92%) have exited. Date 05/12/97 Page 05 Inf low H'graph: basin c dev 100 yr Time Inflow Storage Elevation Outflow hr:min cfs ac ft feet cfs (Tot) -----------------------------------------------------------------------------8:45 0.2 0.0000 294.59 0.20 8:48 0.2 0.0000 294.59 0.20 8:51 0.2 0.0000 294.59 0.20 8:54 0.2 0.0000 294.59 0.20 8:57 0.2 0.0000 294.59 0.20 9:00 0.2 0.0000 294.59 0.20 9:03 0.2 0.0000 294.59 0.20 9:06 0.2 0.0000 294.59 0.20 9:09 0.2 0.0000 294.59 0.20 9: 12 0.2 0.0000 294.59 0.20 9: 15 0.2 0.0000 294.59 0.20 9: 18 0.2 0.0000 294.59 0.20 9:21 0.2 0.0000 294.59 0.20 9:24 0.2 0.0000 294.59 0.20 9:27 0.2 0.0000 294.59 0.20 9:30 0.2 0.0000 294.59 0.20 9:33 0.2 0.0000 294.59 0.20 9:36 0.2 0.0000 294.59 0.20 9:39 0.2 0.0000 294.59 0.20 9:42 0.2 0.0000 294.59 0.20 9:45 0.2 0.0000 294.59 0.20 9:48 0.2 0.0000 294.59 0.20 9:51 0.2 0.0000 294.59 0.20 9:54 0.2 0.0000 294.59 0.20 9:57 0.2 0.0000 294.59 0.20 10:00 0.2 0.0000 294.59 0.20 10:03 0.2 0.0000 294.59 0.20 10:06 0.2 0.0000 294.59 0.20 10:09 0.2 0.0000 294.59 0.20 10: 12 0.3 0.0000 294.62 0.30 10: 15 0.3 0.0000 294.62 0.30 10: 18 0.3 0.0000 294.62 0.30 10:21 0.3 0.0000 294.62 0.30 10:24 0.3 0.0000 294.62 0.30 10:27 0.3 0.0000 294.62 0.30 10:30 0.3 0.0000 294.62 0.30 10:33 0.3 0.0000 294.62 0.30 10:36 0.3 0.0000 294.62 0.30 10:39 0.4 0.0000 294.65 0.40 10:42 0.4 0.0000 294.65 0.40 10:45 0.4 0.0000 294.65 0.40 10:48 0.4 0.0000 294.65 0.40 10:51 0.4 0.0000 294.65 0.40 10:54 0.4 0.0000 294.65 0.40 10:57 0.5 0.0000 294.67 0.50 11:00 0.5 0.0000 294.67 0.50 11:03 0.5 0.0000 294.67 0.50 11:06 0.5 0.0000 294.67 0.50 0.1014 ac.ft. have entered the pond. 0.1014 ac.ft. (99.96%) have exited. Date 05/12/97 Page 06 Inflow H'graph: basin c dev 100 yr Time Inf low Storage Elevation Outflow hr:min cfs ac ft feet cfs (Tot) -----------------------------------------------------------------------------11:09 0.5 0.0000 294.67 0.50 11: 12 0.5 0.0000 294.67 0.50 11:15 0.6 0.0000 294.69 0.60 11: 18 0.6 0.0000 294.69 0.60 11 :21 0.6 0.0000 294.69 0.60 11:24 0.6 0.0000 294.69 0.60 11:27 0.7 0.0000 294. 71 0.70 11:30 0.7 0.0000 294. 71 0.70 11:33 0.7 0.0000 294.71 0.70 11 :36 1.0 0.0001 294.76 0.97 11 :39 1.7 0.0005 294.85 1.53 11:42 2.3 0.0010 294.96 2.25 11:45 2.5 0.0011 294.99 2.48 11:48 2.7 0.0013 295.01 2.65 11: 51 3.5 0.0021 295.07 3.18 11:54 5.0 0.0038 295.21 4.49 11:57 6.3 0.0075 295.26 4.99 12:00 6.9 0.0137 295.29 5.23 12:03 7.2 0.0207 295.31 5.50 12:06 6.4 0.0256 295.33 5.70 12:09 4.5 0.0246 295.33 5.66 12: 12 2.9 0.0172 295.30 5.36 12: 15 2.0 0.0060 295.26 4.93 12: 18 1.6 0.0004 294.83 1.38 12:21 1.3 0.0005 294.85 1.48 12:24 1. 1 0.0002 294.78 1.07 12:27 0.9 0.0001 294.76 0.97 12:30 0.8 0.0000 294. 73 0.76 12:33 0.8 0.0000 294.74 0.84 12:36 0.8 0.0000 294.73 0.76 12:39 0.7 0.0000 294.72 0.74 12:42 0.7 0.0000 294. 71 0.66 12:45 0.6 0.0000 294.70 0.64 12:48 0.5 0.0000 294.66 0.47 12:51 0.4 0.0000 294.66 0.43 12:54 0.4 0.0000 294.64 0.37 12:57 0.4 0.0000 294.66 0.43 13:00 0.4 0.0000 294.64 0.37 13:03 0.4 0.0000 294.65 0.43 13:06 0.4 0.0000 294.64 0.37 13:09 0.4 0.0000 294.65 0.43 13:12 0.4 0.0000 294.64 0.37 13:15 0.4 0.0000 294.65 0.43 13: 18 0.3 0.0000 294.62 0.28 13:21 0.2 0.0000 294.60 0.22 13:24 0. 1 0.0000 294.55 0.08 13:27 0.4 0.0000 294.65 0.41 13:30 0.3 0.0000 294.62 0.29 0.4121 ac.ft. have entered the pond. 0.4121 ac.ft. (99.99%) have exited. Date os112;97 Inflow H'graph: basin c dev 100 yr Time I nflow Storage hr:min 13:33 13:36 cfs 0.2 0.0 ac ft 0.0000 . 0.0003 Elevation feet 294.60 291.87 Page 07 Outflow cfs (Tot) 0.21 0.00 Figure XI I-1 Application Form Development Permit For Areas Outside · Flood Hazard Areas City of College Station, Texas (re: Ordinance No. ) Site Legal Description: Lot 3, One Lincoln Place Site Address: Located in: Burton Creek Watershed Owner: Thomas Kirkland Spirit Development Architect/ T. w. Mohle 3+Partners Engineer: Urban Design Group Address: Telephone Address: Telephone 5949 Sherry Lane, Ste 1700 No.: Dallas, Tx 7 5225 (214) 361-9494 24 Greenway Plaza, Hou. Tx 77046 No.: (713) 961-1077 Contractor: Crawford Construction Address: 7322 Southwest Freeway, Ste 180 Telephone No.:. Houston, Tx 77074 (713) 981-5800 Date Application Filed: 4/16/97 Approved: Application is hereby made for the following development: Construction of three story hotel facility and associated parking lot. Attached as part of this application: Application Fee ~~-X~-Drainage Plan with supporting documentation: two copies of each Other: ~~~~~~~~~~~~~~~~~~~~~~~~~~ ACKNOWLEDGEMENTS: I, Thomas Kirkland , as owner, hereby acknowledge or affirm that: The above Drainage Plan and supporting documents complies with the requirements of Ordinance No. t/-IS--97 Date 98 I BURTON CREEK FLOOD STUDY For the Evaluation of 100 Year Floodplain Prepared for : Spirit Development 5949 Sherry Lane, Suite 1700 Dallas, Tex as 75225 (214)-361-9494 Prepared By: Urban Design Group P .O . Box 10153 College Station, Texas 77842 ( 409)-696-9653 Report Revised May 7, 1997 ROVED FOR BURTON CREEK FLOODPLAIN EVALUATION REPORT TABLE OF CONTENTS I. Objective TI. Proposed Development III. Existing Floodplain Information IV. Hydrologic Analysis V. Hydraulic Analysis VI. Conclusions VII. References Figure 1. Site Location Map Figure 2. FEMA FIRM Appendices A. Drainage Area Map B. Cross Section Map C. Floodplain Map D. Hydraulic Summary Table/Profile E . Computed Hydrographs (Developed Conditions) F . Computed Hydrographs (Existing Conditions) 1 FLOOD STUDY BURTON CREEK FLOODSTIIDY I. OBJECTIVES This flood study has been conducted to establish the 100 year floodplain for a proposed development outside the detailed area of study as determined by FEMA, the Federal Emergency Management Agency. The point of study for this report includes the stretch of Burton Creek from the existing Cedar Creek Condominiums to the Bryan/College Station City limits . From this study, an appropriate finish floor elevation may be determined for the proposed Quality Suites Hotel (Lot 3, One Lincoln Place). It should be noted that, in keeping with the scope of work and standard requirements of the City of College Station, a grading and drainage plan as well as drainage (detention) report will be submitted separately prior to final approval of the Quality Suites Site Plan. Also, it is important to note that the submittal of this report is for the review by the City of College Station Engineering staff, and is not released for review by FEMA. The report and hydraulic run (on diskette) is available for the staff for incorporation in future Flood Insurance Rate Map Amendments or into a hydraulic masterplan. II. PROPOSED DEVELOPMENT The 2.88 acre project site is located off of University Drive just north of the Cedar Creek Condominiums. The proposed development will include the construction of a 52,000 square foot three story hotel and associated parking lot. A location map has been included in this report to show the location of the project site. There is no evidence there has been fill material placed within the limits of the project site. A field survey has been conducted to accurately determine the elevations and contours within the project site . ill. EXISTING FLOOD INFORMATION The current FEMA study shows floodplain area "A" near the project site, but not on the site. The end of the detailed area of study is near the Bryan/College Station city limits north of University Drive. The hydraulic information from the FEMA Study at this point, was used as starting information for the study. The area of study for this report is from Burton Creek at its intersection with the Bryan/College Station city limits southward across University Drive to the point where the creek exits the Cedar Creek Condominiums. Copies of portions of the FEMA Flood Insurance Rate Maps for this area (Panels # 48041C0142C and 48041C0144C) have been included in this report. Comparison of the study with the existing elevations and location of the floodplain in the FEMA Flood Study correlate well . No floodplain elevations are given in the FEMA Flood Study in the upstream portion of the area, but the extent of the floodplain is similar. The FEMA Flood Study floodplain elevations at the downstream end match the elevations in the study . 2 I BURTON CREEK FLOODSTIIDY IV. HYDROLOGIC ANALYSIS A hydrologic analysis of the area upstream of the Bryan/College Station city limits was conducted. For the purposes of this study, the drainage area upstream of the project site was assumed fully developed. Flows for the 100 year storm event were computed at various locations upstream of the city limits . Plans obtained from the Texas Department of Transportation were obtained to verify the inlet and culvert crossings along University Drive necessary to accurately identify the upstream drainage areas. A drainage basin map has been included in this report that reflects the areas and assumptions used in the study. From the maps, the drainage area upstream of University Drive measures 71 acres. This compares well (conservatively) with the area used by TxDOT (66 acres). Flows for the upstream drainage basins were computed using the Soil Conservation Service Method. The results of the computations are listed below. Table 1. 100 Year Storm Runoff Rates Basin Area Slope Length Curve Number Tc Q100 Q100 (ac) (%) (ft) (ex) (dev) (min) (cfs) (dev) A 45.15 1.42 1767 77 94 10 458 523 B 25.52 2.50 1840 77 94 10 258 295 c 50.98 2.29 1660 81 94 10 540 588 D 21.39 2.48 1777 81 94 10 227 248 E 7.20 1.51 1716 75 94 10 71 83 F 25 .37 1.79 1900 77 94 10 257 294 v. HYDRAULIC ANALYSIS The latest version of the HEC programs available, HECRAS, was used to perform the backwater analysis of the creek for this study. City of College Station digital topographic maps were used to obtain the cross section information used in the program. A cross section map that reflects the location and limits of the cross sections has been included in this report. The contours shown on the preliminary site plan were from field survey of the site which used the City's benchmark no. 122, (comer of Tarrow and University Drive). The City's GPS is based upon the USGS 1929 which is the same datum as the FEMA Flood Insurance Rate Maps. There is a small difference in the elevations shown on the site plan for the subject property, and the topographic maps used to generate the cross sections . It is the difference between the field survey and aerial photographs. A major drainage structure exists at the intersection of the creek with University Drive. Plans and information from the Texas Department of Transportation indicate this structure is a dual 48" reinforced concrete pipe structure. This culvert was modeled using the contours obtained from the topographic maps, and backwater effects were modeled in the HECRAS program . VI. CONCLUSION Results from the hydraulic analysis conclude the 100 year floodplain at elevation 293 .13 near the limits of the property. From this, we determine the property is not within the limits of the floodplain, and therefore does not require finish floor elevations . 3 BURTON CREEK VIL REFERENCES 1TxDOT drainage plans for University Drive -Federal Project# MA-M-J019(5) 2 FEMAFlood Insurance Rate Maps 48041C0142C, 48041C0144C 3 City of College Station Digital Topographic Maps 4 Scott & White Drainage Report s Grand Oaks Subdivision Drainage Report 4 FJ,QQD STUDY g c 0 +> ~ iii g c 0 i iii 285 280 275 -1000 -1000 -500 Quality Suites -0+60 Riv Sta = -60 0 Station (ft) Quality Suites cross section station -1+76 Riv Sta = -176 0 Station (ft) 500 1000 500 1000 EG 2 EG 1 WS 2 wY 1 G<ound • a. ... Sla EG2 EG 1 G<ound • a....Sta Quality Suites sta 2+54 Riv Sta = 254 EG2 EG1 wY2 Vil 1 Gr.....i 285 • BriSta Station (ft) Quality Suites cross section sta 0+00 Riv Sta = 000 290 EG2 EG1 Vil2 285 Vil1 Gr.....i • BriSta g 280 c 0 ,, ~ iii 275 270 Station (ft) g c 0 z iii Qual ity Suites cross section sta 4+36 Riv Sta = 436 r--.06 -----.04 ----------.06 ------..! 285 Station (ft) Quality Suites sta 3+39 Riv Sta "' 339 290 285 280 275 270-+----~--~-~-~----~----~-~----~----~-~-~ -600 -200 0 200 600 800 1000 Station (ft) EG2 EG1 WY2 WS1 Gr°""' • -Sta EG2 EGt WS2 WY1 ~ • 8'1* Sta Quality Suites sta 6+77 Riv Sta= 677 295 290 g c 0 "' ~ 285 280 -400 -200 0 200 Station (ft) Quality Suites sta 5+ 76 Riv Sta= 576 g 285 c 0 ., E ijj 280 Station (ft) 400 600 800 EG2 EG 1 WS2 WS1 Grolnj • Bar« Sia EG2 EGI Grolnj • Bar« Sia g c 0 1 iii g c ~ j UJ 295 295 Quality Suites sta 8+93 Riv Sta = 893 Station (ft) Quality Suites cross section sta 7+ 71 Riv Sta= 771 Station (ft) EG2 w¥2 EG1 w¥1 Gtomd • llar*Sla EG2 EG1 WS2 WS1 Gtomd • llar*Sta Quality Suites cross section sta 10+84 Riv Sta= 1084 ----.06 ----+1<1----.04 -----++---------.06 _______ __.,. EG2 EG1 295 290 g c 0 :;:> z 265 ijj 280 275 270 .OOQ -400 -200 0 200 400 600 800 Station (ft) Qual ity Suites sta 9+91 Riv Sta~ 991 r--.oo .04 .06 295 EG2 vil2 EG1 290 WS1 Ground • 8ar4< Sta Station (ft) Quality Suites sta 13+34 Riv Sta= 1334 ><-----.06 -----..---.04 __ ___,_________ .06 -------->l 300 EG2 EGI wY2 w"{,, 295 Gn•RI • Bank Sia g 290 c 0 1 iii 265 280 275 -aoo -400 -200 0 200 400 600 800 Station (ft) Quality Suites Sta 11+47 Riv Sta~ 1147 .06 .04 .06 300 EG2 EGI :J.2 295 w"{,, an...s • Bank Sia 290 g c 0 "' j 265 w 280 275 270-t-r--r--r---.-..---..,--..-..--r--r---.-..---..,--..-..--r--r---.-..---..,--..-..-~-r---.-..---..,-~-~ -aoo -200 0 200 400 600 Station (ft) Quality Suites sta 15+ 23 Riv Sta = 1523 ,._ ____ .06 ------+!+---.04 --------.06 ----- 300 EG2 EG1 :X2 WS 1 295 Gn>und • llari<Sta g 290 c 0 ., z iii 265 280 275--+~~-~~~~~~~~~--~~~~~~~~~--~~~~~~~~~--~~ -600 -200 0 200 400 600 800 Station (ft) Quality Suites cross section 14+ 28 Riv Sta = 1428 l<----.06 -----+l+---.04 ----1----------.Q6 ---------M EG2 EG1 :X2 g 290 c 0 .,, j w 265 Station (ft) Qual ity Suites station 16+52 Riv Sta = 1652 ,._ ____ .06 ------------.04 _____ ,__ ___ .06 ---- 295 g 290 c ~ ~ [ij 285 Station (ft) Quality Suites cross section sta 15+83 Riv Sta = 1583 300 ,._ ____ .06 ---------.04 ___ ____, ____ .06 _______, 295 g 290 c 0 ., ~ [ij 285 280 275-t-.---.----,.----,r-...-.....-----.-r---.----r-r-...--r----.-r---.----r---,r-...-.....-----.-.---.----,.----,-.,-....,...--,--.---, -600 -400 -200 0 200 600 Station (ft) EG2 EG 1 WS2 WSt ~ • llriSla EG2 EGt ~ • &i* Sia c: 0 1 iii Quality Suites Downstream Inside Riv Sta= 1833 300 1--.06 ---+-.04 --+-.06 --1 290 285 280 275-t-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~--~~~ -500 0 500 1000 1500 2000 Station (ft) Quality Suites station 17+40 Riv Sta= 1740 Station (ft) EG2 EG I WS1 Ground __ __.._ __ lnetl • Bank Sta EG2 EGI Ground __ __.._ __ lnetl • Bank Sta Quality Suites station 20+06 Riv Sta = 2006 g 290 c 0 "' j w 285 -400 -200 0 200 Station (ft) Quality Suites Upstream Inside Riv Sta= 1833 r-.06 +-.04 -+-.06 -1 g 290 c 0 .., i iii 285 -500 0 500 1000 1500 Station (ft) 400 600 2000 2500 EG2 EG 1 Ground ---1.--- ln<ff • llmtS.. EG2 EGI Ground ---1.--- lneff • a.rics.. Quality Suites cross sectio sta 22+30 Riv Sta = 2230 295 Station (ft) Quality Suites cross section 21+28 Riv Sta= 2128 g 290 c 0 ., ~ iii 285 -400 -200 0 Station (ft) 200 400 EG 2 wY2 EG1 WS1 G<""'1d • a... Sia EG2 EG1 ;%, G<""'1d • Bank Sia Qua lity Suites cross section sta 24+35 Riv Sta= 2435 I+----.06 ---------.04 -------;-----.06 ---- 305 EG2 EG 1 WS2 W'f 1 300 Ground • Bonk Sia g 295 c: 0 "" j w 290 285 280 -500 -400 -300 -200 -100 0 100 200 300 Station (ft) Qua lity Su ites sta 23+27 Riv Sta = 2327 .06 .04 ----r----.06 -----+ 305 EG2 EG1 g 295 c: 0 ., j w 290 Station (ft) Quality Suites sta 26+51 Riv Sta= 2651 310 EG2 vil2 EG1 WS1 305 Groood • Ila'* Sta g 300 c 0 .,, ~ iii 295 290 285 -600 -400 -200 0 200 Station (ft) Quality Suites Sia 25+55 Riv Sta "' 2555 .06 .04 .06 310 EG2 ;g2 EG1 305 WS1 Groood • 8"'*Sla 300 g c 0 .,, ~ 295 iii 290 285 Station (ft) Quality Suites sta 28+50 Riv Sta= 2850 I<-----.06 ----------.04 ------.06 ___ ., EG2 EG1 WS2 v:l 1 305 Gfound • -Sta g 300 c 0 ., ~ iii 295 Station (ft) Quality Suites cross section sta 27+52 Riv Sta= 2752 -------.06 _______ ,_____ .04 --------.06 ----- EG 2 EG1 WS2 v:l1 305 G<Vund • -Sta g 300 c 0 ., j w 295 Station (ft) Quality Suites cross section sta 29+46 Riv Sta = 2946 EG 2 EG 1 w'f2 wY1 296 Gn>M • BAMSU. g 294 c 0 .,, ~ w 292 station (ft) Quality Suites sta 29+10 Riv Sta= 2910 ECl 2 ECl 1 WS2 WS1 station (ft) HEC-RAS Plan: Plan 03 Reach: burtoncreek ?&@rnm;mm 293 .61 292.97 o.63 0.80 o .oo 458.oo 57.79 ~w.rnumm 293 .77 293.13 o .64 o.79 o.oo 523.oo 64.10 291 .14 0.65 0 .62 0.11 468 .00 56 .01 @~~WMMW 291.96 291 .29 0 .68 0 .62 0.11 534.00 60 .23 ~MM@!@l 289.22 288.95 0 .28 0.48 0 .03 484.00 64 .92 ?&Mrnmmm 289.43 289.13 0.30 0.50 0 .03 556.00 68.47 ti!~MMil@ 288 .11 288.53 0.19 0.24 0 .03 511 .00 83.81 288 .69 0.21 0.26 0.03 597.00 87.40 snmmmm 288.45 288.36 0.09 0.07 0.02 539.00 103.35 288.51 0.11 0 .08 0.02 621 .00 106.46 ~§AA!iMMiN 288.36 288 .32 0.04 0 .12 0.02 565.00 139.43 1.~rnmm;m 288 .52 288 .48 0.04 0 .14 0.03 643.00 139.83 g NlMl@ 288 .21 287.94 0 .28 0 .07 0.07 598.00 58.41 t4.®@iM!Wi 288 .36 288 .04 0.32 0 .09 0 .08 671 .00 60.87 288 .03 0 .04 0 .02 0.00 628 .00 101.59 @@MiiiMM 288 .19 288 .14 0 .05 0.03 0.00 709 .00 103.90 #.AA:iMMM 288 .04 288.02 0 .02 0.01 0.00 655 .00 135 .06 288.12 0.03 0.02 0.00 744.00 137.99 288.01 0 .02 0.01 0.00 683.00 154.37 n@mrnmm 288.13 288.11 0 .02 0 .02 0.00 781 .00 158.37 @9f:mmmm 288.01 288.00 0 .01 0.00 0.00 716.00 299 .51 ®.®.Miiiiiiim 288 .11 288.10 0 .01 0.00 0.00 818 .00 301 .98 H®.Jmlill@!l Culvert j!if:lmMM; 283.09 282.48 0 .61 1.15 O.Q3 716.00 72.37 1t~lMMM 283.31 282.65 0 .67 1.18 0.03 818 .00 76 .20 281 .40 0 .52 0.54 0.07 932 .00 99 .54 ~it;mmmm 282.1 o 281.55 0 .55 0.54 0.08 1054.00 105.18 11.MUlmliM 281 .30 281 .03 0.27 0.37 0 .00 1102.00 143.06 j~@mmmm 281.47 281 .19 0 .29 0 .38 0 .00 1239.00 147.47 :D.nmmmm 280.92 280.61 0.32 0.88 0.03 1249.00 153 .98 !!~!MM% 281.09 280.76 0 .33 0.85 0 .03 1399.00 163.49 279.43 0 .59 0 .48 0.10 1483 .00 133.59 HEC-RAS Plan: Plan 03 Reach: burtoncreek (continued) mV:iB.~Vil ;;~~&tti~~M ::;wmumw r iv~n~w~:r Jf:#'ijft~M :AwaNw.~: rnm~mwtrni: ltt9~~t :w~:t~im: if.(Af iWMK rnw1m11mrn1 nmioom:rn1:: :rn;mmrnmm :;mmminmm: rnm:mnrnmr ::;;:rnnmrnm:::: l'MH~mrnw 1mmt&.#J.mrn Mm@ju11m: :rnmrnoom;;m Httirnmm 280 .22 279 .63 o .59 0 .48 0.1 o 1654.oo 136.50 ~~~~~~r~~rr~~rn~~~t l~M.@l@M 279 .43 279 .19 0.24 1.13 0.06 1502.00 130.67 11.~llMilWi 279 .64 279 .37 0.27 1.16 0 .06 1677.00 134.53 @rr~rrrr~~~~~t jjji.1M!im!iM 278 .24 277 .41 0 .83 0 .17 0.22 1541 .00 131.08 j4.1\WM@l 278 .43 277 .59 0 .83 0 .17 0.22 1722.00 139.87 ~f~~~~~~~~~~~~~~~~~f M.!aMlMlM 277 .59 277 .50 0 .09 0 .14 0.01 1554.00 232.99 ji JJ.i@Wflf 277.79 277.70 0 .09 0 .14 0.01 1737.00 233 .79 ~~l~~~{M~~~~1HU~t~t jji'.lmrnmm 277 .44 277 .27 0.17 0 .2 0 0.01 1573.00 194.16 MJlllMii@m 277 .65 277 .46 0.18 0 .2 1 0.00 1759.00 196.25 @~~t~~~~~~~~~rrmi e~:mmmmm 277.23 277.08 0 .15 0.4 1 0 .03 1593.00 177.67 @ir1mmm:rn 277.43 277.27 0 .17 0 .43 0.04 1782.00 179 .98 :~::~~~~~~~~m~==~~::::::::~ =~~~~m~~~m~:=~:::=~==~:: tt!rnmmmm 276 .78 276 .29 0.49 0.85 0 .03 1618.00 135 .56 tt~UM!i%\i 276 .97 276 .43 0 .54 0.86 0 .03 1810.00 140.50 @r~~t~~t~~~tit~ f.tt f!MMW 275.90 275.50 0 .40 0.40 0 .08 1637.00 196.46 Mtmmmmm 276 .07 275.65 0.42 0.40 0.08 1832.00 202.18 ~m~~tt~~~~~~~r~tr ttf.limmmm 275.42 275 .29 0 .14 0.56 0 .02 1658.00 246 .60 n~mmmmm 275.59 275.44 0 .15 0 .56 0 .02 1856.00 249.45 ~~t~~~~~~~t~~~~~~~t~ iiitM@!MM 274 .84 274.46 0 .37 0 .56 0.05 1686.00 222 .91 ti.lWmlMM 275 .01 274.62 0 .39 0.56 0.04 1893.00 229 .20 m~~~~~~~~@~~~~~~~~~~ P~'.llllMiml~i 274.23 274.01 0 .22 0.36 0.00 1706.00 215.74 ®.~nmmmm 274 .40 274.16 0.24 0 .37 0 .00 191 1 .00 222 .85 ~~~~~~~~~~~~~tU~~H~~ ~nmmmm 273 .87 273 .65 0 .22 1 .50 0.00 1723.00 249.27 t.!\MlMlimM 274 .03 273 .79 0.24 1 .54 0.00 1931.00 257 .78 J~~t~~~~~~~~~~~~l@ ®'mmmmm 272.37 272 .11 0 .25 0 .74 0.02 1774.89 0 .11 332.54 ®~WMWW 272 .48 272 .21 0 .28 0 .75 0.02 1989.41 0.59 340.89 iU~~~~~~~~~~UI~~~~ @~Wi@M!lii 271 .60 271 .10 0 .49 0 .44 0.14 1712.93 74.07 341 .12 ~Mmmmm 271 .71 271 .20 0 .51 0 .52 0.14 1912.65 91 .35 358.47 \~~~~~~~~~~~~~~~~~~~~~~ ~~mmimmm 269.54 269.50 0.04 0 .00 0.00 834.55 976.45 717 .05 ~rtt~mmmm 269 .55 269 .50 0 .05 0 .00 0 .00 935 .94 1095.06 717 .05 HEC-RAS Plan: Plan 03 Reach: burtoncreek !11~~~%1~~~~~=~~~=~=~~ :::::::::~~~~~~~:::::::::::::::::: 468.00 534 .00 484.00 556.00 511 .00 597.00 539.00 621 .00 565.00 643 .00 598.00 671 .00 628.00 709.00 655.00 744 .00 683.00 781 .00 716.00 818.00 Culvert 716.00 818.00 932.00 1054.00 1102.00 1239.00 1249.00 1399.00 1483.00 1654.00 1502.00 1677.00 1541 .00 1722.00 1554.00 1737.00 1573.00 287.80 287.80 285.90 285.90 285.70 285.70 285.00 285.00 284.50 284.50 283.70 283.70 281 .50 281 .50 280.20 280.20 278.50 278.50 278.20 278.20 278.20 278.20 277.50 277.50 276 .40 276 .40 275.80 275.80 275.60 275.60 275.00 275.00 272.80 272.80 271 .90 271.90 271 .80 291.14 291 .29 288.95 289.13 288.53 288.69 288.38 288.51 288.32 288.48 287.94 288.04 288.03 288.14 288.02 288.12 288.01 288.11 288.00 288.10 282.48 282.65 281 .40 281.55 281 .03 281.19 280.61 280.76 279.43 279.83 279.19 279.37 277.41 277.59 277.50 277.70 277.27 291.14 291.29 284 .31 284 .60 282.21 282.41 277.41 277.59 291 .79 291 .96 289.22 289.43 288.71 288.90 288.45 288.62 288.38 288.52 288.21 288.38 288.07 288.19 288.04 288.15 288.02 288.13 288.01 288.11 283.09 283.31 281 .91 282.10 281.30 281.47 280.92 281 .09 280.02 280.22 279.43 279.64 278.24 278.43 277.59 277.79 277.44 0.021811 0.021551 0.006131 0.006161 0.004097 0.004352 0.001543 0.001687 0.000448 0.000485 0.003989 0.004633 0.000283 0.000338 0.000189 0.000228 0.000101 0.000127 0.000141 0.000165 0.013507 0.013989 0.012744 0.012960 0.005613 0.005601 0.006784 0.006966 0.012541 0.011350 0.002779 0.002932 0.020906 O.D19729 0.001017 0.001019 0.002479 6.47 6.60 4.22 4.38 3.45 3.68 2.42 260 1.51 1.83 4.21 4.54 1.55 1.71 1.25 1.38 1.00 1.12 0.87 0.95 6.29 6.55 5.77 5 .96 4.17 4.32 4.50 4.64 6 .14 6 .18 3.97 4.16 7.32 7.33 2.38 2.46 3 .33 72.39 80.94 114.62 127.08 147.91 16215 222.62 238.77 373.75 395.18 142.04 147.92 404.38 415.78 523.08 537.83 683.12 699.69 827.61 858.86 113.91 124.95 161.52 176.86 264.06 286.94 277.30 301 .56 241 .35 267.83 378.56 40266 210.41 234.84 659.20 705.39 472.23 56.01 60.23 64.92 68.47 83.81 87.40 103.35 106.46 139.43 139.83 58.41 60.87 101 .59 103.90 135.06 137.99 154.37 158.37 299.51 301 .98 72.37 78.20 99.54 105.18 143.06 147.47 153.98 163.49 133.59 138.50 130.67 134.53 131 .08 139.87 232.99 233.79 194.16 1.00 1.00 0.56 0.57 0.46 0.48 0.29 0.31 0.16 0 .17 0.48 0.51 0.14 0.15 0.11 0.12 0.08 0.09 0.83 0.85 0.83 0.85 0.80 0.81 0.54 0.55 0.59 0.60 0.81 0.78 0.41 0.42 1.02 1.00 0.25 0 .25 0.38 HEC -RAS Pl an: Pl a n 03 Reach: burtoncreek (continued) m~=~m+ W ~'!¥.iii9% W~l.i.i.:~i.Yi!t.Y WW.<\H~Wf.% wm-ii.w.:~wi mm~;:~~Ml }%4.Mfa~l rw:i>.t.:9.¥.t'M Yl.!1.9.#:~f Mti>.ii.:W.W#.K :r¥.¥M~9.M' nmmmrmm rn m@i:wrn:: nrn=wrn;n= n;mcm rnm: mmrmnnm rmm w.mmr =EHWrtttm nmw~r:rrn =;n==tn~rnrn mmmm~:ng w:+rnrnmm: @~:;=:::::=:?tnw 1759.00 27 1.60 277.46 277.65 0.002433 3.45 510.07 196.25 0.38 ~~~~~~~~~~~t~1~1~~~t~~ r®~mmmmm 1593.00 271 .60 277.08 277.23 0.001789 3.14 506.64 177.67 0.33 @MlMNmt 1782.00 271 .60 277.27 277.43 0.001833 3.30 540.77 179.98 0.34 ~ttt~~~~tMt~t tnm:::=wirr: 16 18 .00 271 .40 276.29 276 .78 0.008438 5 .62 288.08 135.56 0.68 i:l:MWW=fl 1810.00 271.40 276.43 276.97 0.008930 5.89 307.29 140.50 0.70 ~~~tt~tttt;~~~~t mm mmmm 1637.00 271.20 275.50 275.90 0.009756 5 .09 321.78 196.46 0 .70 m:m;imnw: 1832.00 271 .20 275.65 276 .07 0.009409 5.20 352.07 202.18 0.69 ~t~~~~~~~~~~~t~tt~~ ~nnmnnn 1656.00 271 .00 275.29 275.42 0.002169 2.98 557.02 246.60 0.35 m.mm mmm 1856.00 271 .00 275.44 275.59 0.002209 3.12 595.56 249 .45 0.36 1686.00 270.60 274.46 274 .84 0.009783 4 .90 343.89 222.91 0.70 .·:~~~~~~~~~~~~~m~~~ 1893.00 270.60 274.62 275.01 0.009277 5 .00 378.74 229.20 0.69 IMMFilIIi 1706.00 270.50 27 4.01 274 .23 0.003847 3.77 452.25 215.74 0.46 ~;wmmm 1911 .00 270.50 274.1 6 274.40 0.004002 3.94 484 .68 222.85 0.47 H~~~~~~f ~~~~~~~~r ~nwwnn 1723.00 270.20 273.65 273.87 0.004548 3.76 456.35 249.27 0.49 ~mmmmm 1931 .00 270.20 273.79 274.03 0.004889 3.92 492.89 257.78 0.50 ~~~~~t~~~t~~~~~~~~~!~t ~Wl#WW 1775.00 269 .50 272.11 272.37 0.007962 4.04 439.51 332.54 0.61 ~mmmmm 1990.00 269.50 272.21 272.48 0.008081 4.23 471 .10 340.89 0.62 '@tiWHiiM 1787.00 269.00 271 .10 271.10 271 .60 0.022393 5 .72 329.45 341 .12 0.99 OOliiiMwmw 2004.00 269.00 271 .20 271 .20 271.7 1 0.022164 5 .88 361 .83 356.47 0.99 ~~~~~~~~~~~~tm~~~~~ M'.~=wwww 1811 .00 267.90 269.50 268.34 269.54 0.001516 1.60 1119.74 717.05 0.26 :w~!Wi?t=t 2031 .00 267.90 269.50 288.40 269.55 0.001906 1.79 111 9.74 717.05 0.29 File Name -QUALITY SUITES HOTEL Proj. Leader D. KEATING Client KIRKLAND Date 04/03/97 Job 97-338 Misc. Note -FLOOD STUDY 1 Type SCS Desc. BASIN A 100 YR Area 45.2 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1 :24 1 :27 1:30 1:33 1:36 1 :39 1:42 1:45 1 :48 1:51 1:54 1:57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 Flow cfs 0.0 0.4 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.6 1. 7 1.8 1.9 1.9 2.0 2.1 2.1 2.2 2.3 2.3 2.4 2.4 2.5 2.5 2.6 2.7 2.7 2.8 2.8 2.9 2.9 2.9 3.0 3.0 3.1 3.1 3.2 3.2 3.2 3.3 3.3 Time hr:min 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4: 18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 . 5:33 5:36 5:39 5:42 5:45 5:48 5:51 Flow cfs 3.4 3.4 3.4 3.5 3.7 4.1 4.4 4.7 4.8 4.9 5.0 5.0 5.1 5.1 5.2 5.2 5.3 5.3 5.4 5.4 5.4 5.5 5.5 5.6 5.6 5.6 5.7 5.7 5.7 5.8 5.8 5.8 5.9 5.9 5.9 6.0 6.0 6.0 6.0 6.1 6. 1 6. 1 6.1 6.2 6.2 Time hr:min 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6: 18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7:15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Flow cfs 6.2 6.2 6.3 6.3 6.5 7.1 7.5 7.8 7.9 8.0 8.0 8.1 8. 1 8.2 8.2 8.2 8.2 8.3 8.3 8.3 8.3 8.4 8.4 8.4 8.4 8.4 8.5 8.5 8.5 8.5 8.6 8.6 8.6 8.6 8.6 8.6 8.7 8.7 8.7 8.7 8.7 8.7 8.8 8.8 9. 1 Time hr:min 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 Continued on next page Flow cfs 9.6 10.1 10.4 10.5 10.9 11.5 12.0 12.3 12.4 12.5 12.5 12.6 12.6 12.6 12.7 12.7 12.7 12.7 12.8 13.0 13.6 14. 1 14.4 14.6 14.6 14.7 14.7 14.7 14.8 15. 1 15.7 16.2 16.5 16.6 16.7 16.7 16.8 16.8 16.9 17. 1 17.7 18.3 18.6 18.7 19.4 ontinued from previous page 10:24 20.6 11: 18 40.2 12: 12 209.5 13:06 26.1 10:27 21.6 11:21 41 .8 12: 15 146.0 13:09 26.0 10:30 22.2 11:24 45.0 12: 18 116. 1 13: 12 25.8 10:33 22.5 11:27 47.7 12:21 97.2 13: 15 25.7 10:36 23.5 11:30 49.1 12:24 80.1 13: 18 25.5 10:39 25.3 11:33 51.5 12:27 67.4 13:21 25.4 10:42 27.0 11:36 73.0 12:30 61.2 13:24 25.2 10:45 27.8 11:39 120.8 12:33 58.0 13:27 22.5 10:48 28.3 11:42 162.4 12:36 55.4 13:30 16.0 10:51 29.3 11:45 183.8 12:39 51.7 13:33 9.6 10:54 31.2 11 :48 197.5 12:42 48.8 13:36 3.2 10:57 32.9 11:51 249.1 12:45 47.3 13:39 21.9 11:00 33.7 11:54 359.9 12:48 46 .5 13:42 15.5 11:03 34.2 11 :57 454.1 12:51 44.8 13:45 9.1 11:06 35.2 12:00 503.0 12:54 41.5 13:48 2.6 11:09 37.2 12:03 ~ 12:57 37.2 13:51 21.3 11: 12 38.8 12:06 . 13:00 27.5 11:15 39.7 12:09 331.1 13:03 26.3 Volune of runoff = 30.29 ac. ft. Depth of runoff = 8.04 in. File Name -QUALITY SUITES HOTEL Proj. Leader D. KEATING Client KIRKLAND Date 04/03/97 Job 97-338 Misc. Note -FLOOD STUDY 2 Type SCS Desc. BASIN B 100 YR Area 25.5 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1 :24 1 :27 1:30 1:33 1:36 1:39 1:42 1:45 1 :48 1 :51 1:54 1 :57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 Flow cfs 0.0 0.2 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1.1 1. 1 1.2 1. 2 1.2 1.3 1.3 1.3 1.4 1.4 1.4 1.5 1. 5 1.5 1.6 1.6 1.6 1.6 1.7 1. 7 1. 7 1. 7 1.8 1.8 1.8 1.8 1.8 1.9 Time hr:min 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4: 18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5:15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 Flow cfs 1.9 1.9 1.9 2.0 2. 1 2.3 2.5 2.6 2.7 2.8 2.8 2.8 2.9 2.9 2.9 2.9 3.0 3.0 3.0 3.0 3.1 3. 1 3. 1 3. 1 3.2 3.2 3.2 3.2 3.2 3.3 3.3 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 3.4 3.4 3.4 3.5 3.5 3.5 Time hr:min 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6: 18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7:12 7:15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Flow cfs 3.5 3.5 3.5 3.6 3.7 4.0 4.2 4.4 4.5 4.5 4.5 4.6 4.6 4.6 4.6 4.6 4.6 4.7 4.7 4.7 4.7 4.7 4.7 4.7 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 5.0 5. 1 Time hr:min 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 Continued on next page Flow cfs 5.4 5.7 5.9 5.9 6.1 6.5 6.8 6.9 7.0 7.0 7.1 7. 1 7.1 7. 1 7. 1 7.2 7.2 7.2 7.2 7.3 7.7 8.0 8.1 8.2 8.3 8.3 8.3 8.3 8.3 8.5 8.8 9. 1 9.3 9.4 9.4 9.4 9.5 9.5 9.5 9.7 10.0 10.3 10.5 10.6 10.9 Continued from previous page 10:24 11.6 11: 18 22.7 12:12 118.2 13:06 14.7 10:27 12.2 11: 21 23.6 12:15 82.3 13:09 14.7 10:30 12.5 11:24 25.4 12: 18 65.5 13: 12 14.6 10:33 12.7 11:27 26.9 12:21 54.8 13: 15 14.5 10:36 13.3 11:30 27.7 12:24 45.2 13: 18 14.4 10:39 14.3 11 :33 29.1 12:27 38.0 13:21 14.3 10:42 15.2 11:36 41.2 12:30 34.5 13:24 14.2 10:45 15.7 11 :39 68.1 12:33 32.7 13:27 12.7 10:48 15.9 11:42 91.6 12:36 31.2 13:30 9.0 10:51 16.5 11:45 103.7 12:39 29.2 13:33 5.4 10:54 17.6 11:48 111.4 12:42 27.5 13:36 1.8 10:57 18.5 11:51 140.6 12:45 26.7 13:39 12.3 11:00 19.0 11:54 203.0 12:48 26.2 13:42 8.7 11:03 19.3 11:57 256.2 12:51 25.2 13:45 5.1 11:06 19.9 12:00 283.8 12:54 23.4 13:48 1.5 11:09 21.0 12:03 ~ 12:57 21.0 13:51 12.0 11: 12 21 .9 12:06 264.6 13:00 15.5 11: 15 22.4 12:09 186 .8 13:03 14.8 Volume of runoff = 1 7. 08 ac • ft • Depth of runoff = 8.04 in. File Name -QUALITY SUITES HOTEL Proj. Leader D. KEATING Client KIRKLAND Date 05/07/97 Job 97-338 Misc. Note -FLOOD STUDY 3 Type scs Desc. BASIN c 100 YR Area 50.9 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1 :24 1 :27 1:30 1 :33 1 :36 1 :39 1 :42 1:45 1 :48 1 :51 1 :54 1 :57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 Flow cfs 0.0 0.5 0.7 0.8 0.9 1.1 1.2 1.3 1.4 1.5 1.6 1. 7 1. 7 1.8 1.9 2.0 2.1 2.2 2.2 2.3 2.4 2.5 2.5 2.6 2.7 2.7 2.8 2.9 2.9 3.0 3.0 3.1 3.2 3.2 3.3 3.3 3.4 3.4 3.5 3.5 3.6 3.6 3.6 3.7 3.7 Time hr:min 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4: 18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 Flow cfs 3.8 3.8 3.9 3.9 4.1 4.6 5.0 5.3 5.4 5.5 5.6 5.6 5.7 5.8 5.8 5.9 5.9 6.0 6.0 6.1 6.1 6.2 6.2 6.3 6.3 6.3 6.4 6.4 6.5 6.5 6.5 6.6 6.6 6.6 6.7 6.7 6.7 6.8 6.8 6.8 6.9 6.9 6.9 6.9 7.0 Time hr:min 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7:15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Flow cfs 7.0 7.0 7.0 7.1 7.4 8.0 8.5 8.7 8.9 9.0 9.1 9.1 9.1 9.2 9.2 9.2 9.3 9.3 9.3 9.4 9.4 9.4 9.4 9.5 9.5 9.5 9.5 9.6 9.6 9.6 9.6 9.7 9.7 9.7 9.7 9.7 9.8 9.8 9.8 9.8 9.8 9.8 9.9 9.9 10.2 Time hr:min 8:09 8: 12 8: 15 8:18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9:18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10: 15 10: 18 10:21 Continued on next page Flow cfs 10.8 11.4 11.7 11.9 12.2 12.9 13.5 13.8 14.0 14. 1 14. 1 14.2 14.2 14.2 14.3 14.3 14.3 14.3 14.4 14.7 15.3 15.9 16.2 16.4 16.5 16.5 16.6 16.6 16.7 17.0 17.6 18.2 18.6 18.7 18.8 18.9 18.9 18.9 19.0 19.3 20.0 20.6 20.9 21.1 21.8 Continued from previous page 10:24 23.2 11:18 45.3 12:12 235.9 13:06 29.4 10:27 24.4 11:21 47.1 12: 15 164.4 13:09 29.3 10:30 25.0 11:24 50.6 12: 18 130.7 13:12 29.1 10:33 25.4 11:27 53.7 12:21 109.4 13:15 28.9 10:36 26.5 11 :30 55.3 12:24 90.2 13: 18 28.8 10:39 28.5 11:33 58.0 12:27 75.9 13:21 28.6 10:42 30.4 11:36 82.3 12:30 68.9 13:24 28.4 10:45 31.3 11:39 136.0 12:33 65.4 13:27 25.3 10:48 31.8 11:42 182.9 12:36 62.4 13:30 18. 1 10:51 33.0 11:45 207.0 12:39 58.3 13:33 10.8 10:54 35.1 11 :48 222.5 12:42 54.9 13:36 3.6 10:57 37.0 11:51 280.6 12:45 53.2 13:39 24.6 11:00 38 .0 11:54 405.2 12:48 52.3 13:42 17.4 11:03 38.5 11 :57 511.4 12:51 50.4 13:45 10.2 11:06 39.7 12:00 566.5 12:54 46.7 13:48 3.0 11:09 41.8 12:03 588.7 12:57 41.9 13:51 24.0 11: 12 43.7 12:06 528.2 13:00 30.9 11:15 44.7 12:09 372.8 13:03 29.6 Voll.Ille of runoff = 34.10 ac . ft. Depth of runoff = 8.04 in. --------------------------------------------------------------------------------File Name -QUALITY SUITES HOTEL Proj. Leader 0. KEATING Client KIRKLAND Date 04/03/97 Job 97-338 Misc. Note -FLOOO STUDY --------------------------------------------------------------------------------4 Type SCS Desc. BASIN D 100 YR Area 21.4 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:24 1 :27 1 :30 1 :33 1 :36 1 :39 1 :42 1:45 1:48 1 :51 1:54 1 :57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3:12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 Flow cfs 0.0 0.2 0.3 0.4 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.9 0.9 0.9 1. 0 1.0 1.0 1. 1 1. 1 1. 1 1.2 1.2 1.2 1.2 1.3 1.3 1.3 1.3 1 .3 1.4 1.4 1.4 1.4 1.5 1.5 1.5 1. 5 1. 5 1 .6 1.6 Time hr:min 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4:18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 Flow cfs 1.6 1.6 1.6 1.6 1. 7 1.9 2. 1 2.2 2.3 2.3 2.3 2.4 2.4 2.4 2.4 2.5 2.5 2.5 2.5 2.6 2.6 2.6 2.6 2.6 2.6 2.7 2.7 2.7 2.7 2.7 2.7 2.8 2.8 2.8 2.8 2.8 2.8 2.8 2.9 2.9 2.9 2.9 2.9 2.9 2.9 Time hr:min 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6:15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7:15 7:18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Flow cfs 2.9 3.0 3.0 3.0 3. 1 3.3 3.6 3.7 3.7 3.8 3.8 3.8 3.8 3.9 3.9 3.9 3.9 3.9 3.9 3.9 3.9 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4. 1 4. 1 4.1 4.1 4.1 4.1 4. 1 4. 1 4.1 4.1 4.1 4. 1 4.2 4.3 Time hr:min 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10: 12 10: 15 10: 18 10:21 Continued on next page Flow cfs 4.6 4.8 4.9 5.0 5. 1 5.4 5.7 5.8 5.9 5.9 5.9 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.2 6.4 6.7 6.8 6.9 6.9 7.0 7.0 7.0 7.0 7. 1 7.4 7.7 7.8 7.9 7.9 7.9 7.9 8.0 8.0 8. 1 8.4 8.7 8.8 8.9 9.2 ontinued from previous page 10:24 9.7 11:18 19.0 12:12 99.2 13:06 12.4 10:27 10.2 11: 21 19.8 12:15 69.1 13:09 12.3 10:30 10.5 11:24 21.3 12: 18 55.0 13: 12 12.2 10:33 10.7 11:27 22.6 12:21 46.0 13: 15 12 .2 10:36 11. 1 11:30 23.3 12:24 37.9 13: 18 12. 1 10:39 12.0 11:33 24.4 12:27 31.9 13:21 12.0 10:42 12.8 11 :36 34.6 12:30 29.0 13:24 11.9 10:45 13.2 11:39 57.2 12:33 27 .5 13:27 10.6 10:48 13.4 11:42 76.9 12:36 26.2 13:30 7.6 10:51 13.9 11:45 87.0 12:39 24.5 13:33 4.6 10:54 14.8 11:48 93.5 12:42 23.1 13:36 1.5 10:57 15.6 11: 51 118.0 12:45 22.4 13:39 10.4 11:00 16.0 11:54 170.4 12:48 22.0 13:42 7.3 11:03 16.2 11 :57 215.0 12:51 21.2 13:45 4.3 11:06 16.7 12:00 ~ 12:54 19.6 13:48 1.3 11:09 17.6 12:03 12:57 17.6 13:51 10. 1 11: 12 18.4 12:06 222.1 13:00 13.0 11:15 18.8 12:09 156.7 13:03 12.4 Volume of runoff = 14.34 ac. ft. Depth of runoff = 8.04 in. 1------------------------------------------------------------------------------------File Name -QUALITY SUITES HOTEL Proj. Leader D. KEATING Client KIRKLAND Date 04/03/97 Job 97-338 Misc. Note -FLOOD STUDY 5 Type SCS Desc. BASIN E 100 YR Area 7.2 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1:24 1 :27 1 :30 1 :33 1 :36 1 :39 1 :42 1 :45 1 :48 1: 51 1:54 1 :57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3:18 3:21 3:24 3:27 3:30 3:33 3:36 Flow cfs 0.0 0.1 0.1 0. 1 0.1 0. 1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 Time hr:min 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4: 18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 Flow cfs 0.5 0.5 0.5 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 Time hr:min 5:54 5:57 6:00 6:03 6:06 6:09 6:12 6: 15 6:18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7:15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Flow cfs 1.0 1.0 1.0 1.0 1.0 1. 1 1.2 1.2 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1 .3 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.4 Time hr:min 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10:15 10: 18 10:21 Continued on next page Flow cfs 1.5 1.6 1. 7 1. 7 1. 7 1.8 1.9 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2. 1 2.2 2.3 2.3 2.3 2.3 2.3 2.3 2.3 2.4 2.4 2.5 2.6 2.6 2.6 2.7 2.7 2.7 2.7 2.7 2.7 2.8 2.9 3.0 3.0 3. 1 continued from previous page 10:24 3.3 11:18 6.4 12: 12 33 .4 13:06 4.2 10:27 3.4 11:21 6.7 12:15 23 .2 13:09 4.1 10:30 3.5 11 :24 7.2 12: 18 18.5 13: 12 4. 1 10:33 3.6 11:27 7.6 12:21 15.5 13: 15 4. 1 10:36 3.7 11:30 7.8 12:24 12.8 13: 18 4.1 10:39 4 .0 11:33 8.2 12:27 10 .7 13:21 4.0 10:42 4.3 11:36 11.6 12:30 9.7 13:24 4.0 10:45 4.4 11:39 19.2 12:33 9.2 13:27 3.6 10:48 4.5 11:42 25.9 12:36 8.8 13:30 2.6 10:51 4 .7 11:45 29.3 12:39 8.2 13:33 1.5 10:54 5.0 11:48 31.5 12:42 7.8 13:36 0.5 10:57 5.2 11: 51 39.7 12:45 7.5 13:39 3.5 11:00 5.4 11:54 57.3 12:48 7.4 13:42 2.5 11:03 5.4 11:57 72.3 12:51 7. 1 13:45 1.4 11:06 5.6 12:00 80.1 12:54 6 .6 13:48 0.4 11:09 5.9 12:03 83.3 12:57 5.9 13:51 3.4 11: 12 6.2 12:06 74. 7 13:00 4.4 11:15 6.3 12:09 52.7 13:03 4.2 Voll.Jlle of runoff = 4.82 ac. ft. Depth of runoff = 8.04 in. t.-----·~----------------------------------------------------------------------------File Name -QUALITY SUITES HOTEL Proj. Leader D. KEATING Client KIRKLAND Date 04/03/97 Job 97-338 Misc. Note -FLOOD STUDY --~~----------------------------------------------------------------------------6 Type SCS Desc. BASIN F 100 YR Area 25.4 ac. Time of Concent. 10 min. Storm Dist Type II Time hr:min 1 :24 1 :27 1:30 1:33 1:36 1:39 1:42 1 :45 1:48 1: 51 1:54 1 :57 2:00 2:03 2:06 2:09 2: 12 2: 15 2: 18 2:21 2:24 2:27 2:30 2:33 2:36 2:39 2:42 2:45 2:48 2:51 2:54 2:57 3:00 3:03 3:06 3:09 3: 12 3: 15 3: 18 3:21 3:24 3:27 3:30 3:33 3:36 Flow cfs 0.0 0.2 0.4 0.4 0.5 0.5 0.6 0.6 0.7 0.7 0.8 0.8 0.9 0.9 1.0 1.0 1.0 1. 1 1.1 1.2 1.2 1.2 1.3 1.3 1.3 1.4 1.4 1.4 1.5 1.5 1.5 1.5 1.6 1.6 1.6 1. 7 1.7 1. 7 1. 7 1.8 1.8 1.8 1.8 1.8 1.9 Time hr:min 3:39 3:42 3:45 3:48 3:51 3:54 3:57 4:00 4:03 4:06 4:09 4: 12 4: 15 4: 18 4:21 4:24 4:27 4:30 4:33 4:36 4:39 4:42 4:45 4:48 4:51 4:54 4:57 5:00 5:03 5:06 5:09 5: 12 5: 15 5: 18 5:21 5:24 5:27 5:30 5:33 5:36 5:39 5:42 5:45 5:48 5:51 Flow cfs 1.9 1.9 1.9 2.0 2. 1 2.3 2.5 2.6 2.7 2.7 2.8 2.8 2.9 2.9 2.9 2.9 3.0 3.0 3.0 3.0 3. 1 3. 1 3. 1 3.1 3.1 3.2 3.2 3.2 3.2 3.2 3.3 3.3 3.3 3.3 3.3 3.3 3.4 3.4 3.4 3.4 3.4 3.4 3.5 3.5 3.5 Time hr:min 5:54 5:57 6:00 6:03 6:06 6:09 6: 12 6: 15 6: 18 6:21 6:24 6:27 6:30 6:33 6:36 6:39 6:42 6:45 6:48 6:51 6:54 6:57 7:00 7:03 7:06 7:09 7: 12 7: 15 7: 18 7:21 7:24 7:27 7:30 7:33 7:36 7:39 7:42 7:45 7:48 7:51 7:54 7:57 8:00 8:03 8:06 Freq. 100.0 yrs CN 94 Len 24 hrs Precip. 11.00 Flow cfs 3.5 3.5 3.5 3.5 3.7 4.0 4.2 4.4 4.4 4.5 4.5 4.5 4.6 4.6 4.6 4.6 4.6 4.6 4.7 4.7 4.7 4.7 4.7 4.7 4.7 4.7 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 4.9 5. 1 Time hr:min 8:09 8: 12 8: 15 8: 18 8:21 8:24 8:27 8:30 8:33 8:36 8:39 8:42 8:45 8:48 8:51 8:54 8:57 9:00 9:03 9:06 9:09 9: 12 9: 15 9: 18 9:21 9:24 9:27 9:30 9:33 9:36 9:39 9:42 9:45 9:48 9:51 9:54 9:57 10:00 10:03 10:06 10:09 10:12 10: 15 10: 18 10:21 Continued on next page Flow cfs 5.4 5.7 5.8 5.9 6.1 6.4 6.7 6.9 7.0 7.0 7.0 7. 1 7. 1 7.1 7.1 7.1 7.1 7.1 7.2 7.3 7.7 7.9 8.1 8.2 8.2 8.3 8.3 8.3 8.3 8.5 8.8 9.1 9.3 9.3 9.4 9.4 9.4 9.4 9.5 9.6 10.0 10.3 10.4 10.5 10.9 ontinued from previous page 10:24 11.6 11:18 22.6 12:12 117. 7 13:06 14.7 10:27 12.2 11 :21 23.5 12: 15 82.0 13:09 14 .6 10:30 12.5 11 :24 25.3 12: 18 65.2 13: 12 14 .5 10:33 12.7 11:27 26.8 12:21 54.6 13:15 14 .4 10:36 13.2 11:30 27.6 12:24 45.0 13: 18 14.3 10:39 14.2 11 :33 29.0 12:27 37.9 13:21 14 .3 10:42 15.2 11:36 41.0 12:30 34.4 13:24 14.2 10:45 15.6 11:39 67.9 12:33 32.6 13:27 12.6 10:48 15.9 11:42 91.3 12:36 31. 1 13:30 9.0 10:51 16.4 11:45 103 .3 12:39 29.1 13:33 5.4 10:54 17.5 11:48 111. 0 12:42 27.4 13:36 1.8 10 :57 18.5 11: 51 140.0 12:45 26.6 13:39 12 .3 11:00 18.9 11:54 202.2 12:48 26.1 13:42 8.7 11:03 19.2 11:57 255.2 12:51 25. 1 13:45 5. 1 11:06 19.8 12:00 282.7 12:54 23.3 13:48 1. 5 11:09 20.9 12:03 ~ 12:57 20.9 13:51 12 .0 11: 12 21.8 12:06 263.6 13:00 15.4 11: 15 22.3 12:09 186.0 13:03 14.8 Volume of runoff = 17 .02 ac . ft. Depth of runoff = 8.04 in. -------------------------------------------------------------------------------- File Name -QUALITY SUITES HOTEL Date 05/07/97 Proj. Leader D. KEATING Client KIRKLAND Job 97-338 Misc. Note -FLOOD STUDY -------------------------------------------------------------------------------- 7 Type SCS Desc. SCS BASIN A 100 YR EXISTING Area 45.2 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 77 Storm Dist Type II Len 24 hrs Precip. 11.00 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------- 5:03 0.0 7:18 2.8 9:33 7.7 11:48 154.8 5:06 0.5 7:21 2.8 9:36 7.9 11:51 202.2 5:09 0.5 7:24 2.9 9:39 8.3 11:54 299.8 5: 12 0.6 7:27 2.9 9:42 8.6 11:57 384.8 5:15 0.6 7:30 3.0 9:45 8.9 12:00 434.0 5: 18 0.7 7:33 3.0 9:48 9.0 12:03 458.1 5:21 0.7 7:36 3.1 9:51 9.1 12:06 411.9 5:24 0.7 7:39 3.1 9:54 9.2 12:09 290.7 5:27 0.8 7:42 3.1 9:57 9.3 12:12 184.6 5:30 0.8 7:45 3.2 10:00 9.4 12: 15 130.4 5:33 0.9 7:48 3.2 10:03 9.5 12: 18 104.7 5:36 0.9 7:51 3.3 10:06 9.7 12:21 88.0 5:39 0.9 7:54 3.3 10:09 10. 1 12:24 72.7 5:42 1.0 7:57 3.4 10: 12 10.5 12:27 61.5 5:45 1.0 8:00 3.4 10: 15 10.7 12:30 56.1 5:48 1.1 8:03 3.4 10: 18 10.9 12:33 53.3 5:51 1.1 8:06 3.6 10:21 11.4 12:36 50.9 5:54 1.1 8:09 3.9 10:24 12.2 12:39 47.6 5:57 1.2 8: 12 4.1 10:27 12.9 12:42 44.9 6:00 1.2 8: 15 4.2 10:30 13.3 12:45 43.6 6:03 1.2 8: 18 4.3 10:33 13.6 12:48 42.9 6:06 1.3 8:21 4.5 10:36 14.4 12:51 41.3 6:09 1.5 8:24 4.8 10:39 15.6 12:54 38.3 6: 12 1.6 8:27 5. 1 10:42 16.7 12:57 35.8 6: 15 1. 7 8:30 5.3 10:45 17 .4 13:00 34.5 6: 18 1.8 8:33 5.4 10:48 17.8 13:03 33.8 6:21 1.8 8:36 5.5 10:51 18.6 13:06 32.7 6:24 1.9 8:39 5.6 10:54 20.0 13:09 30.9 6:27 2.0 8:42 5.6 10:57 21.2 13: 12 29.3 6:30 2.0 8:45 5.7 11:00 22.0 13: 15 28.6 6:33 2.1 8:48 5.8 11:03 22.5 13: 18 28.1 6:36 2.1 8:51 5.8 11:06 23.4 13:21 27.4 6:39 2.2 8:54 5.9 11:09 24.9 13:24 26.2 6:42 2.2 8:57 6.0 11: 12 26.2 13:27 25.2 6:45 2.3 9:00 6.0 11: 15 27.0 13:30 24.7 6:48 2.3 9:03 6.1 11:18 27.6 13:33 24.4 6:51 2.4 9:06 6.3 11: 21 28.9 13:36 23.7 6:54 2.4 9:09 6.6 11:24 31.4 13:39 23.1 6:57 2.5 9: 12 6.9 11:27 33.5 13:42 23.0 7:00 2.5 9: 15 7.1 11:30 34.8 13:45 22.8 7:03 2.6 9:18 7.3 11:33 37.0 13:48 22.7 7:06 2.6 9:21 7.4 11 :36 54.1 13:51 22.5 7:09 2.7 9:24 7.5 11 :39 90.7 13:54 22.4 7: 12 2.7 9:27 7.5 11:42 122.9 13:57 22.2 7:15 2.8 9:30 7.6 11:45 141.2 14:00 22.1 Continued on next page Continued from previous page 14:03 22.0 14:57 19.4 15:51 16.8 16:45 14.2 14:06 21.8 15:00 19.2 15:54 16.6 16:48 9.5 14:09 21. 7 15:03 19. 1 15:57 16.5 16:51 5.9 14: 12 21.5 15:06 18.9 16:00 16.3 16:54 2.3 14: 15 21.4 15:09 18.8 16:03 16.2 16:57 12.8 14: 18 21.2 15: 12 18.6 16:06 16.0 17:00 9.2 14:21 21.1 15:15 18.5 16:09 15.9 17:03 5.6 14:24 20.9 15: 18 18.4 16: 12 15.8 17:06 2.0 14:27 20.8 15:21 18.2 16: 15 15.6 17:09 12.5 14:30 20.7 15:24 18.1 16: 18 15.5 17:12 8.9 14:33 20.5 15:27 17.9 16:21 15.3 17:15 5.3 14:36 20.4 15:30 17.8 16:24 15.2 17: 18 1. 7 14:39 20.2 15:33 17.6 16:27 15.0 17:21 12. 1 14:42 20.1 15:36 17.5 16:30 14.9 17:24 8.6 14:45 19.9 15:39 17 .3 16:33 14.7 17:27 5.0 14:48 19.8 15:42 17.2 16:36 14.6 17:30 1.4 14:51 19.6 15:45 17. 1 16:39 14.5 14:54 19.5 15:48 16.9 16:42 14.3 Volune of runoff = 27.97 ac. ft. Depth of runoff = 7.43 in. -------------------------------------------------------------------------------- File Name -QUALITY SUITES HOTEL Date 05/07/97 Proj. Leader 0. KEATING Client KIRKLAND Job 97-338 Misc. Note -FLOOO STUDY -------------------------------------------------------------------------------- 8 Type SCS Oesc. SCS BASIN B 100 YR EX Area 25.5 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 77 Storm Dist Type 11 Len 24 hrs Precip. 11.00 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------- 5:03 0.0 7:18 1.6 9:33 4.4 11 :48 87.5 5:06 0.3 7:21 1.6 9:36 4.5 11: 51 114.3 5:09 0.3 7:24 1.6 9:39 4.7 11:54 169.5 5: 12 0.3 7:27 1. 7 9:42 4.9 11:57 217.5 5:15 0.3 7:30 1.7 9:45 5.0 12:00 245.3 5: 18 0.4 7:33 1.7 9:48 5.1 12:03 258.9 5:21 0.4 7:36 1. 7 9:51 5.2 12:06 232.8 5:24 0.4 7:39 1.8 9:54 5.2 12:09 164.3 5:27 0.4 7:42 1.8 9:57 5.3 12:12 104.4 5:30 0.5 7:45 1.8 10:00 5.3 12:15 73.7 5:33 0.5 7:48 1.8 10:03 5.4 12: 18 59.2 5:36 0.5 7:51 1.8 10:06 5.5 12:21 49.7 5:39 0.5 7:54 1.9 10:09 5.7 12:24 41.1 5:42 0.6 7:57 1.9 10: 12 5.9 12:27 34.8 5:45 0.6 8:00 1.9 10: 15 6.1 12:30 31.7 5:48 0.6 8:03 1.9 10: 18 6.2 12:33 30.1 5:51 0.6 8:06 2.0 10:21 6.4 12:36 28.8 5:54 0.6 8:09 2.2 10:24 6.9 12:39 26.9 5:57 0.7 8: 12 2 .3 10:27 7.3 12:42 25.4 6:00 0.7 8: 15 2.4 10:30 7.5 12:45 24.7 6:03 0.7 8: 18 2.5 10:33 7.7 12:48 24.3 6:06 0.8 8:21 2.6 10:36 8.1 12:51 23.3 6:09 0.8 8:24 2.7 10:39 8.8 12:54 21.6 6:12 0.9 8:27 2.9 10:42 9.5 12:57 20.2 6: 15 1.0 8:30 3.0 10:45 9.8 13:00 19.5 6:18 1.0 8:33 3.0 10:48 10. 1 13:03 19. 1 6:21 1.0 8:36 3.1 10:51 10.5 13:06 18.5 6:24 1.1 8:39 3.1 10:54 11.3 13:09 17.5 6:27 1. 1 8:42 3 .2 10:57 12.0 13:12 16.6 6:30 1.1 8:45 3.2 11:00 12.4 13:15 16. 1 6:33 1.2 8:48 3.3 11:03 12.7 13: 18 15.9 6:36 1.2 8:51 3.3 11:06 13.2 13:21 15.5 6:39 1.2 8:54 3.3 11:09 14.0 13:24 14.8 6:42 1.3 8:57 3.4 11: 12 14.8 13:27 14.2 6:45 1.3 9:00 3.4 11: 15 15.2 13:30 13.9 6:48 1.3 9:03 3.4 11:18 15.6 13:33 13.8 6:51 1.3 9:06 3.6 11: 21 16.4 13:36 13.4 6:54 1.4 9:09 3.8 11:24 17.7 13:39 13. 1 6:57 1.4 9: 12 3.9 11:27 19.0 13:42 13.0 7:00 1.4 9: 15 4.0 11:30 19.7 13:45 12.9 7:03 1.5 9: 18 4.1 11:33 20.9 13:48 12.8 7:06 1.5 9:21 4.2 11:36 30.6 13:51 12.7 7:09 1.5 9:24 4 .2 11:39 51.3 13:54 12.7 7: 12 1. 5 9:27 4.3 11:42 69.5 13:57 12.6 7: 15 1.6 9:30 4.3 11:45 79.8 14:00 12.5 Continued on next page Continued from previous page 14:03 12.4 14:57 10.9 15:51 9.5 16:45 8.0 14:06 12.3 15:00 10.9 15:54 9.4 16:48 5.4 14:09 12.2 15:03 10.8 15:57 9.3 16:51 3.3 14: 12 12.2 15:06 10.7 16:00 9.2 16:54 1.3 14: 15 12. 1 15:09 10.6 16:03 9.2 16:57 7.2 14: 18 12.0 15:12 10.5 16:06 9.1 17:00 5.2 14:21 11.9 15:15 10.5 16:09 9.0 17:03 3.2 14:24 11.8 15: 18 10.4 16: 12 8.9 17:06 1.1 14:27 11.8 15:21 10.3 16: 15 8.8 17:09 7.0 14:30 11.7 15:24 10.2 16: 18 8.7 17: 12 5.0 14:33 11.6 15:27 10. 1 16:21 8.7 17: 15 3.0 14:36 11.5 15:30 10.0 16:24 8.6 17: 18 1.0 14:39 11.4 15:33 10.0 16:27 8.5 17:21 6.9 14:42 11.4 15:36 9.9 16:30 8.4 17:24 4.8 14:45 11.3 15:39 9.8 16:33 8.3 17:27 2.8 14:48 11.2 15:42 9.7 16:36 8 .3 17:30 0.8 14:51 11. 1 15:45 9.6 16:39 8.2 14:54 11.0 15:48 9.6 16:42 8.1 Volune of runoff = 15.81 ac. ft. Depth of runoff = 7.43 in. --------------------------------------------------------------------------------File Name -QUALITY SUITES HOTEL Date 05/07/97 Proj. Leader D. KEATING Client KIRKLAND Job 97-338 Misc. Note -FLOOD STUDY --------------------------------------------------------------------------------9 Type SCS Desc. SCS BASIN C 100 YR EX Area 51.0 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 81 Storm Dist Type II Len 24 hrs Precip. 11.00 --------------------------------------------------------------------------------Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs --------------------------------------------------------------------------------4: 12 0.0 6:27 3.5 8:42 8.1 10:57 27.3 4: 15 0.0 6:30 3.5 8:45 8.1 11:00 28.2 4: 18 0.6 6:33 3.6 8:48 8.2 11:03 28.8 4:21 0.7 6:36 3.7 8:51 8.3 11:06 29.8 4:24 0.7 6:39 3.7 8:54 8.3 11:09 31.6 4:27 0.8 6:42 3.8 8:57 8.4 11:12 33.2 4:30 0.8 6:45 3.8 9:00 8.5 11: 15 34.2 4:33 0.9 6:48 3.9 9:03 8.6 11:18 34.9 4:36 1.0 6:51 3.9 9:06 8.8 11:21 36.4 4:39 1.0 6:54 4.0 9:09 9.2 11:24 39.4 4:42 1.1 6:57 4.1 9: 12 9.7 11:27 42.1 4:45 1.1 7:00 4.1 9: 15 9.9 11:30 43.6 4:48 1.2 7:03 4.2 9:18 10. 1 11:33 45.9 4:51 1.2 7:06 4.2 9:21 10.2 11 :36 65 .1 4:54 1.3 7:09 4.3 9:24 10.3 11 :39 109.2 4:57 1.3 7:12 4.3 9:27 10.4 11:42 149.9 5:00 1.4 7: 15 4.4 9:30 10.5 11:45 172.4 5:03 1.4 7:18 4.4 9:33 10.5 11:48 187.7 5:06 1.5 7:21 4.5 9:36 10.8 11:51 239.5 5:09 1.6 7:24 4.5 9:39 11.3 11:54 352.5 5: 12 1.6 7:27 4.6 9:42 11. 7 11:57 454.3 5:15 1. 7 7:30 4.6 9:45 12.0 12:00 512.0 5: 18 1. 7 7:33 4.7 9:48 12.2 12:03 540.0 5:21 1.8 7:36 4.7 9:51 12.3 12:06 492.9 5:24 1.8 7:39 4.8 9:54 12.4 12:09 351.5 5:27 1.8 7:42 4.8 9:57 12.5 12: 12 223.3 5:30 1.9 7:45 4.9 10:00 12.6 12: 15 155.6 5:33 1.9 7:48 4.9 10:03 12.7 12: 18 123.6 5:36 2.0 7:51 4.9 10:06 13.0 12:21 103.8 5:39 2.0 7:54 5.0 10:09 13.5 12:24 85.8 5:42 2.1 7:57 5.0 10:12 14.0 12:27 72.3 5:45 2.1 8:00 5.1 10:15 14.3 12:30 65.5 5:48 2.2 8:03 5.1 10: 18 14.5 12:33 62.1 5:51 2.2 8:06 5.3 10:21 15.0 12:36 59.4 5:54 2.3 8:09 5.7 10:24 16.0 12:39 55.5 5:57 2.3 8: 12 6.0 10:27 17.0 12:42 52.3 6:00 2.4 8: 15 6.2 10:30 17.5 12:45 50.7 6:03 2.4 8:18 6.4 10:33 17.9 12:48 49.9 6:06 2.5 8:21 6.6 10:36 18.7 12:51 48.1 6:09 2.8 8:24 7.0 10:39 20.3 12:54 44.6 6: 12 3.0 8:27 7.4 10:42 21. 7 12:57 41.6 6: 15 3.1 8:30 7.6 10:45 22.6 13:00 40.1 6: 18 3.2 8:33 7.8 10:48 23.1 13:03 39.3 6:21 3.3 8:36 7.9 10:51 24.0 13:06 38.1 6:24 3.4 8:39 8.0 10:54 25.8 13:09 35.9 Continued on next page Continued from previous page 13: 12 34.1 14:06 25.7 15:00 22.6 15:54 19.4 13: 15 33.1 14:09 25.5 15:03 22.4 15:57 19.3 13:18 32.6 14: 12 25.4 15:06 22.2 16:00 19. 1 13:21 31.9 14: 15 25.2 15:09 22.1 16:03 12.7 13:24 30.4 14: 18 25.0 15: 12 21.9 16:06 7.8 13:27 29.2 14:21 24.9 15:15 21. 7 16:09 3.0 13:30 28.6 14:24 24.7 15: 18 21.5 16:12 17. 1 13:33 28.2 14:27 24.5 15:21 21.4 16:15 12.3 13:36 27.5 14:30 24.3 15:24 21.2 16: 18 7.4 13:39 27.3 14:33 24.2 15:27 21.0 16:21 2.6 13:42 27 .1 14:36 24.0 15:30 20.8 16:24 16.7 13:45 26.9 14:39 23.8 15:33 20.7 16:27 11.8 13:48 26.8 14:42 23.6 15:36 20.5 16:30 7.0 13:51 26.6 14:45 23.5 15:39 20.3 16:33 2.1 13:54 26.4 14:48 23.3 15:42 20.1 16:36 16.2 13:57 26.2 14:51 23.1 15:45 20.0 16:39 11.4 14:00 26.1 14:54 22.9 15:48 19.8 14:03 25.9 14:57 22.8 15:51 19.6 Vollllle of runoff = 32.81 ac. ft. Depth of runoff = 7.72 in. -------------------------------------------------------------------------------- File Name -QUALITY SUITES HOTEL Date 05/07/97 Proj. Leader D. KEATING Client KIRKLAND Job 97-338 Misc. Note -FLOOD STUDY -------------------------------------------------------------------------------- 10 Type SCS Desc. SCS BASOM D 100 YR EX Area 21.4 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 81 Storm Dist Type II Len 24 hrs Precip. 11.00 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------- 4: 12 0.0 6:27 1.5 8:42 3.4 10:57 11.5 4: 15 0.0 6:30 1.5 8:45 3.4 11:00 11.8 4:18 0.3 6:33 1.5 8:48 3.4 11:03 12.1 4:21 0.3 6:36 1.5 8:51 3.5 11:06 12.5 4:24 0.3 6:39 1.6 8:54 3.5 11:09 13.3 4:27 0.3 6:42 1.6 8:57 3.5 11:12 13.9 4:30 0.4 6:45 1.6 9:00 3.6 11:15 14.4 4:33 0.4 6:48 1.6 9:03 3.6 11:18 14.6 4:36 0.4 6:51 1. 7 9:06 3.7 11:21 15.3 4:39 0.4 6:54 1. 7 9:09 3.9 11:24 16.5 4:42 0.4 6:57 1. 7 9: 12 4.1 11:27 17.7 4:45 0.5 7:00 1. 7 9: 15 4.2 11 :30 18.3 4:48 0.5 7:03 1. 7 9: 18 4.2 11:33 19.3 4:51 0.5 7:06 1.8 9:21 4.3 11:36 27.3 4:54 0.5 7:09 1.8 9:24 4.3 11:39 45.8 4:57 0.6 7: 12 1.8 9:27 4.4 11:42 62.9 5:00 0.6 7: 15 1.8 9:30 4.4 11:45 72.3 5:03 0.6 7: 18 1.9 9:33 4.4 11:48 78.7 5:06 0.6 7:21 1.9 9:36 4.5 11:51 100.5 5:09 0.7 7:24 1.9 9:39 4.7 11:54 147.9 5: 12 0.7 7:27 1.9 9:42 4.9 11:57 190.6 5:15 0.7 7:30 1.9 9:45 5.0 12:00 214.8 5: 18 0.7 7:33 2.0 9:48 5.1 12:03 226.6 5:21 0.7 7:36 2.0 9:51 5.2 12:06 206.8 5:24 0.8 7:39 2.0 9:54 5.2 12:09 147.5 5:27 0.8 7:42 2.0 9:57 5.3 12: 12 93.7 5:30 0.8 7:45 2.0 10:00 5.3 12: 15 65.3 5:33 0.8 7:48 2.1 10:03 5.3 12: 18 51.9 5:36 0.8 7:51 2.1 10:06 5.4 12:21 43.6 5:39 0.9 7:54 2.1 10:09 5.7 12:24 36.0 5:42 0.9 7:57 2.1 10: 12 5.9 12:27 30.3 5:45 0.9 8:00 2.1 10: 15 6.0 12:30 27.5 5:48 0.9 8:03 2.2 10: 18 6.1 12:33 26.1 5:51 0.9 8:06 2.2 10:21 6.3 12:36 24.9 5:54 1.0 8:09 2.4 10:24 6.7 12:39 23.3 5:57 1.0 8: 12 2.5 10:27 7.1 12:42 22.0 6:00 1.0 8: 15 2.6 10:30 7.4 12:45 21.3 6:03 1.0 8:18 2.7 10:33 7.5 12:48 20.9 6:06 1.1 8:21 2.8 10:36 7.9 12:51 20.2 6:09 1.2 8:24 2.9 10:39 8.5 12:54 18.7 6: 12 1.3 8:27 3.1 10:42 9. 1 12:57 17 .5 6: 15 1.3 8:30 3.2 10:45 9.5 13:00 16.8 6: 18 1.4 8:33 3.3 10:48 9.7 13:03 16.5 6:21 1.4 8:36 3.3 10:51 10. 1 13:06 16.0 6:24 1.4 8:39 3.3 10:54 10.8 13:09 15.1 Continued on next page Continued from previous page 13: 12 14.3 14:06 10.8 15:00 9.5 15:54 8.2 13: 15 13.9 14:09 10.7 15:03 9.4 15:57 8.1 13: 18 13.7 14: 12 10.6 15:06 9.3 16:00 8.0 13:21 13.4 14:15 10.6 15:09 9.3 16:03 5.3 13:24 12.8 14: 18 10 .5 15: 12 9.2 16:06 3.3 13:27 12.2 14:21 10.4 15:15 9.1 16:09 1.3 13:30 12.0 14:24 10.4 15: 18 9.0 16: 12 7.2 13:33 11.8 14:27 10.3 15:21 9.0 16: 15 5.1 13:36 11.6 14:30 10.2 15:24 8.9 16: 18 3.1 13:39 11.5 14:33 10. 1 15:27 8.8 16:21 1.1 13:42 11.4 14:36 10. 1 15:30 8.7 16:24 7.0 13:45 11.3 14:39 10.0 15:33 8.7 16:27 5.0 13:48 11.2 14:42 9.9 15:36 8.6 16:30 2.9 13:51 11.2 14:45 9.8 15:39 8.5 16:33 0.9 13:54 11. 1 14:48 9.8 15:42 8.5 16:36 6.8 13:57 11.0 14:51 9.7 15:45 8.4 16:39 4.8 14:00 10.9 14:54 9.6 15:48 8.3 14:03 10.9 14:57 9.5 15:51 8.2 Volune of runoff = 13 . 77 ac. ft. Depth of runoff = 7.72 in. -------------------------------------------------------------------------------- File Name -QUALITY SUITES HOTEL Date 05/07/97 Proj. Leader D. KEATING Client KIRKLAND Job 97-338 Misc. Note -FLOOD STUDY -------------------------------------------------------------------------------- 11 Type SCS Desc. SCS BASIN E 100 YR EX Area 7.2 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 75 Storm Dist Type II Len 24 hrs Precip. 11.00 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cfs hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------- 5:27 0.0 7:42 0.4 9:57 1.3 12: 12 27.6 5:30 0.1 7:45 0.4 10:00 1.4 12: 15 19.9 5:33 0.1 7:48 0.4 10:03 1.4 12: 18 16.1 5:36 0.1 7:51 0.4 10:06 1.4 12:21 13.5 5:39 0. 1 7:54 0.4 10:09 1.5 12:24 11.2 5:42 0.1 7:57 0.5 10: 12 1.5 12:27 9.5 5:45 0.1 8:00 0.5 10: 15 1.6 12:30 8.7 5:48 0.1 8:03 0.5 10: 18 1.6 12:33 8.3 5:51 0.1 8:06 0.5 10:21 1. 7 12:36 7.9 5:54 0.1 8:09 0.5 10:24 1.8 12:39 7.4 5:57 0.1 8: 12 0.6 10:27 1.9 12:42 7.0 6:00 0. 1 8: 15 0.6 10:30 2.0 12:45 6.8 6:03 0. 1 8: 18 0.6 10:33 2.0 12:48 6.7 6:06 0 .1 8:21 0.6 10:36 2.1 12:51 6.4 6:09 0.2 8:24 0.7 10:39 2.3 12:54 6.0 6: 12 0.2 8:27 0.7 10:42 2.5 12:57 5.6 6: 15 0.2 8:30 0.7 10:45 2.6 13:00 5.4 6: 18 0.2 8:33 0.7 10:48 2.6 13:03 5.3 6:21 0.2 8:36 0.8 10:51 2.8 13:06 5.1 6:24 0.2 8:39 0.8 10:54 3.0 13:09 4.8 6:27 0.2 8:42 0.8 10:57 3.2 13: 12 4.6 6:30 0.2 8:45 0.8 11 :00 3.3 13:15 4.5 6:33 0.3 8:48 0.8 11 :03 3.3 13:18 4.4 6:36 0.3 8:51 0.8 11 :06 3.5 13:21 4.3 6:39 0.3 8:54 0.8 11:09 3.7 13:24 4.1 6:42 0.3 8:57 0.8 11:12 3.9 13:27 3.9 6:45 0.3 9:00 0.9 11:15 4.0 13:30 3.9 6:48 0.3 9:03 0.9 11:18 4.1 13:33 3.8 6:51 0.3 9:06 0.9 11: 21 4.4 13:36 3.7 6:54 0.3 9:09 0.9 11:24 4.7 13:39 3.6 6:57 0.3 9: 12 1.0 11:27 5.1 13:42 3.6 7:00 0.3 9: 15 1.0 11:30 5.2 13:45 3.6 7:03 0.3 9: 18 1.0 11:33 5.7 13:48 3.6 7:06 0.3 9:21 1.1 11:36 8.5 13:51 3.5 7:09 0.3 9:24 1.1 11:39 14.2 13:54 3.5 7: 12 0.4 9:27 1.1 11:42 19.0 13:57 3.5 7: 15 0.4 9:30 1.1 11:45 21. 7 14:00 3.5 7: 18 0.4 9:33 1.1 11:48 23.9 14:03 3.4 7:21 0.4 9:36 1.1 11:51 32.3 14:06 3.4 7:24 0.4 9:39 1.2 11:54 47.5 14:09 3.4 7:27 0.4 9:42 1.2 11:57 60.4 14: 12 3.4 7:30 0.4 9:45 1.3 12:00 67.8 14: 15 3.4 7:33 0.4 9:48 1.3 12:03 71.1 14: 18 3.3 7:36 0.4 9:51 1.3 12:06 62.7 14:21 3 .3 7:39 0.4 9:54 1.3 12:09 43.6 14:24 3.3 Continued on next page Continued from previous page 14:27 3.3 15:21 2.9 16: 15 2.5 17:09 2.0 14:30 3.2 15:24 2.8 16: 18 2.4 17: 12 0.9 14:33 3.2 15:27 2.8 16:21 2.4 17: 15 0.4 14:36 3.2 15:30 2.8 16:24 2.4 17: 18 1.9 14:39 3.2 15:33 2.8 16:27 2.4 17:21 1.4 14:42 3.2 15:36 2.7 16:30 2.3 17:24 0.8 14:45 3.1 15:39 2.7 16:33 2.3 17:27 0.3 14:48 3.1 15:42 2.7 16:36 2.3 17:30 1.8 14:51 3.1 15:45 2.7 16:39 2.3 17:33 1.3 14:54 3.1 15:48 2.7 16:42 2.3 17:36 0.8 14:57 3.0 15:51 2.6 16:45 2.2 17:39 0.3 15:00 3.0 15:54 2.6 16:48 2.2 17:42 1.8 15:03 3.0 15:57 2.6 16:51 2.2 17:45 1.3 15:06 3.0 16:00 2.6 16:54 2.2 17:48 0.7 15:09 3.0 16:03 2.5 16:57 2.1 17:51 0.2 15: 12 2.9 16:06 2.5 17:00 2.1 17:54 1. 7 15:15 2.9 16:09 2.5 17:03 2.1 15: 18 2.9 16: 12 2.5 17:06 2.1 Volune of runoff = 4.36 ac. ft. Depth of runoff = 7.27 in. -------------------------------------------------------------------------------- File Name -QUALITY SUITES HOTEL Date 05/07/97 Proj. Leader D. KEATING Client KIRKLAND Job 97-338 Misc. Note -FLOOO STUDY -------------------------------------------------------------------------------- 12 Type SCS Desc. SCS BASIN F 100 YR EX Area 25.4 ac. Time of Concent. 10 min. Freq. 100.0 yrs CN 77 Storm Dist Type II Len 24 hrs Precip. 11.00 -------------------------------------------------------------------------------- Time Flow Time Flow Time Flow Time Flow hr:min cf s hr:min cfs hr:min cfs hr:min cfs -------------------------------------------------------------------------------- 5:03 0.0 7:18 1.6 9:33 4.3 11:48 87.0 5:06 0.3 7:21 1.6 9:36 4.5 11:51 113.6 5:09 0.3 7:24 1.6 9:39 4.7 11:54 168.5 5: 12 0.3 7:27 1.6 9:42 4.9 11 :57 216.2 5: 15 0.3 7:30 1. 7 9:45 5.0 12:00 243.9 5: 18 0.4 7:33 1. 7 9:48 5.1 12:03 257.4 5:21 0.4 7:36 1. 7 9:51 5.1 12:06 231.5 5:24 0.4 7:39 1.7 9:54 5.2 12:09 163.4 5:27 0.4 7:42 1.8 9:57 5.2 12: 12 103.8 5:30 0.5 7:45 1.8 10:00 5.3 12: 15 73.3 5:33 0.5 7:48 1.8 10:03 5.3 12: 18 58.8 5:36 0.5 7:51 1.8 10:06 5.5 12:21 49.4 5:39 0.5 7:54 1.9 10:09 5.7 12:24 40.9 5:42 0.5 7:57 1.9 10:12 5.9 12:27 34.6 5:45 0.6 8:00 1.9 10:15 6.0 12:30 31.5 5:48 0.6 8:03 1.9 10: 18 6.1 12:33 30.0 5:51 0.6 8:06 2.0 10:21 6.4 12:36 28.6 5:54 0.6 8:09 2.2 10:24 6.9 12:39 26.7 5:57 0.7 8: 12 2.3 10:27 7.3 12:42 25.3 6:00 0.7 8: 15 2.4 10:30 7.5 12:45 24.5 6:03 0.7 8: 18 2.4 10:33 7.7 12:48 24.1 6:06 0.7 8:21 2.5 10:36 8.1 12:51 23.2 6:09 0.8 8:24 2.7 10:39 8.8 12:54 21.5 6: 12 0.9 8:27 2.9 10:42 9.4 12:57 20.1 6: 15 1.0 8:30 3.0 10:45 9.8 13:00 19.4 6: 18 1.0 8:33 3.0 10:48 10.0 13:03 19.0 6:21 1.0 8:36 3.1 10:51 10.5 13:06 18.4 6:24 1.1 8:39 3.1 10:54 11.3 13:09 17.3 6:27 1. 1 8:42 3.2 10:57 11.9 13:12 16.5 6:30 1. 1 8:45 3.2 11:00 12.3 13: 15 16.0 6:33 1.2 8:48 3.2 11:03 12.6 13: 18 15 .8 6:36 1.2 8:51 3.3 11:06 13.1 13:21 15.4 6:39 1.2 8:54 3.3 11:09 14.0 13:24 14.7 6:42 1.3 8:57 3.4 11: 12 14.7 13:27 14. 1 6:45 1.3 9:00 3.4 11:15 15.1 13:30 13.9 6:48 1.3 9:03 3.4 11:18 15.5 13:33 13.7 6:51 1.3 9:06 3.5 11: 21 16.3 13:36 13.3 6:54 1.4 9:09 3.7 11:24 17.6 13:39 13.0 6:57 1.4 9: 12 3.9 11:27 18.8 13:42 12.9 7:00 1.4 9: 15 4.0 11:30 19.5 13:45 12.8 7:03 1.4 9: 18 4.1 11 :33 20.8 13:48 12.7 7:06 1.5 9:21 4.1 11:36 30.4 13:51 12.7 7:09 1.5 9:24 4.2 11:39 51.0 13:54 12.6 7: 12 1.5 9:27 4.2 11:42 69.1 13:57 12.5 7: 15 1.5 9:30 4.3 11:45 79.3 14:00 12.4 Continued on next page Continued from previous page 14:03 12.3 14:57 10.9 15:51 9.4 16:45 8.0 14:06 12.3 15:00 10.8 15:54 9.3 16:48 5.3 14:09 12.2 15:03 10.7 15:57 9.3 16:51 3.3 14: 12 12. 1 15:06 10.6 16:00 9.2 16:54 1.3 14: 15 12.0 15:09 10.6 16:03 9.1 16:57 7.2 14: 18 11.9 15: 12 10.5 16:06 9.0 17:00 5.2 14:21 11.9 15:15 10.4 16:09 8.9 17:03 3.1 14:24 11.8 15: 18 10.3 16: 12 8.9 17:06 1.1 14:27 11. 7 15:21 10.2 16: 15 8.8 17:09 7.0 14:30 11.6 15:24 10.2 16: 18 8.7 17: 12 5.0 14:33 11.5 15:27 10. 1 16:21 8.6 17: 15 3.0 14:36 11.4 15:30 10.0 16:24 8.5 17: 18 0.9 14:39 11.4 15:33 9.9 16:27 8.4 17:21 6.8 14:42 11.3 15:36 9.8 16:30 8.4 17:24 4.8 14:45 11.2 15:39 9.7 16:33 8.3 17:27 2 .8 14:48 11. 1 15:42 9.7 16:36 8.2 17:30 0 .8 14:51 11.0 15:45 9.6 16:39 8.1 14:54 11.0 15:48 9.5 16:42 8.0 Vollllle of runoff = 15. 71 ac. ft. Depth of runoff = 7.43 in. (Q()ab*f ~~ ~~9> DEVELOPMENT SERVICES ~ · }1 \:! .. _____ TRA __ N_SMI_TT_A_L _L_ETTE __ R ________ ~~ Name/Firm: Address : Urban Design Group 909 Southwest Parkway East, Suite E College Station, Texas 77840 Date : July 12, 1999 Ph one : ( 409) 696-9653 Fax: (409) 696-9752 We are transmitting the Following for Development Services to review and comment: (Check all that apply.): CJ Master Development Plan w/IJ Redlin es [J Development Permit App. CJ Preliminary Plat w/IJ Redlin es [J Conditional Use Permit CJ Final Plat w/IJ Red lines [J Rezoning Application CJ FEMA CLOMA/CLOMP,/LOMA/LOMR w/IJ Redlines ~ ariance Request CJ Site Plan w/IJ Redlin es Other-Please Specify CJ Grading Plan w/IJ Redlines Cost Estimate CJ Landscape Plan w/IJ Redlin es CJ Irrigation Plan w/IJ Red lines CJ Building Construction Documents w/IJ Red lines INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. Thy following are included in the complete set: / (ii' . Waterline Construction Documents w/ '2f / Redliney/ ~ Sewerline Construction Documents w/ '2:1 R~s [J TxDOT Driveway Permit [J TxDOT Utility Permit CJ Drainage Construction Documents w/ [J Redlines [J Other -Please Specify CJ Street Construction Documents w/ [J Redlines CJ Easement application with metes & bounds description CJ Drainage Letter or Report w/ [J Redlines CJ Fire Flow Analysis w/ [J Redlines Special Instructions: PROJECT-Quality Suites/Scamardo Utilities-Enclosed are five (5) copies of the water and sewer construction plans with redline comments TRANSMIT AL LE1TER TRANSMIT .DOC 03/23/99 , • Redlin es Quality Suites Water/Sewer Plans J. Why are there 2 phases in the sewer improvements? More importantly why is the upstream portion being laid prior to the downstream? What's the timing of the 2 phases? As was stated in the transmittal letter accompanying the plans, a portion of the utility improvements are necessary now so that reconstruction of the private drive can commence. Crossing the drive with the utilities is the priority so the drive can be repaired. The utility improvements have been designed in total , however, it is to be built in phases. The upstream portion (Phase I) is to be constructed first since it is the portion under the street. Phase II will be constructed when the pad site Lot 3, One Lincoln Place is platted. 2. Future drive locations don't appear to be those approved as part of Joe's Crab Shack drawings- please superimpose Joe 's Crab Shack approved plans (driveway easement) locations on your sheets. The proposed future drive, 30' private access easement and 15 ' public utility easement have been superimposed on sheet C2. 3. Do we have a plat for future pad site depicting new property line? (necessary for correct location of sewer line) -show future property line. No, you don 't have a plat. A proposed future property line is shown on sheet Cl and Sheet C2 . 4. Not sure waterline is in correct location (driveway and proposed plat for Joe 's) need to have that drawing included wl uti/ities shown on it -is this where Joe 's plans had it on there ? Sheet ST-2 of the Henton-Lincoln Subdivision depict the proposed 12 " waterline as shown on sheet Cl and C2. The utilities on our plans were field verified & shown accordingly. 5. Need to see water line plan and profile due to electric locations/water should stop beyond electric so it doesn 't need to be disturbed in the future. Waterline plan and profile shown on sheetprCz. 6. Cheek s/.epe 8 " Bt1. 59,, OK. 7. Why ductile iron under water? What portion ofTNRCC are you meeting with this pipe material change? Ductile iron removed. 8 . Can't manhole be outside sidewalk? It must be 9 ' horizontal from water line. Manhole relocated 10 ' horizontal from waterline. New location is outside of the sidewalk. 9. Can we get manhole further than 2 'from gas? Manhole relocated . Center of manhole approx . 5 ' from Gas, and 6' from electric. 10. Check against Joe 's plans. OK. 11 . How will private drive be repaired (material)? See Note #10 sheet 51, and Detail #3 sheet C3. Ct 12. Didn 't think we liked FERNCO products? (manhole adaptor) OK by utility dept. 13 . Call out all easements by type (J.E. private accesslpue/etc .. .) All easements called out on sheetpr:" Cl. 4. Separate instrument easements will need to be granted prior to approving plans for construction . Easements are being prepared by others. }5. What i8 Glas8 "C " embedment? OK 16. Does general note #4 mean to surface (full trench depth or not)? Note #4 sheet Cl has been revised to read :" ... Contractor shall place cement stabilization full trench depth." Also Detail #2 sheet C3 shows full depth. 17. &weJ' P.'pe SDR26 J()34 with SDR35jitling8? OK. 18. Do we want the "nojlow " insert dish? Cross it out-Delete this note . Note #6 on sheet S.3 /1 has been deleted. 18.5 You are using watertight? Manholes-is this right? Yes. 19. Details not sealed? Detail prepared by UDG are sealed . Standard City of College Station detail sheets are not typically sealed by engineers. Detail sheet C3 sealed . 20. Silt-fencing/erosion control details? (it says "as shown on the detail ") What detail? See Detail #4 & #5 sheet C3 are Hay Bale and Silt Fence details. 21 . Is there a sidewalk detail? See Detail #1 sheet C3. 22. Is there a curb /gutter detail? See Detail #6 sheet C3. 23 . Which pavement detail do they use? See Detail #3 sheet C3 , others have been crossed out. 24 . Why is there a 6 " ductile iron sewer in Phase II on bid tabs? 6" ductile iron sewer has been removed from cost estimate. 25. Locations of existing underground utilities in easement don 't match Kl.ing survey-are you sure this is where they are? Please verify. Locations shown on UDG plans are from field verifications. If they don 't match Kling Survey- you ma y take that up with them. We do not review other engineers ' plans . PROBABLE CONSTRUCTION COST Lot 3 One Lincoln Place/Scamardo Utilities PHASE I -SEWER IMPROVEMENTS ••N.Qf. ••••••rnmnr:r:::::•ttkOE$.P.RlmtlO:Ntnm::mt:t?:lf@ )J:1:UND1••••:••· ···········•mnr ;;·•···:;· •••UNl lRGQ.$1m: ?t0:l.$.IWC.Q$)[ 1 8" SOR 26 3034 Sewer Pi LF 67 $55.00 $3,685.00 2 LF 60 $35.00 $2 , 100.00 3 EA 2 $1,700.00 $3 ,400 .00 4 LF 40 $25 .00 $1,000.00 5 SF 90 $15 .00 $1 ,350.00 6 LF 10 $22 .50 $225 .00 7 LF 67 $3 .00 $201 .00 8 Erosion Control LS 1 $250.00 $250.00 TOTAL PHASE I SEWER COST $12 ,211 .00 PHASE I -WATER IMPROVEMENTS iNCM llttmtilt:1mrn1e.s@BJfffW.NWWM%%!:Wi%@ @\tQNDWH •tMQTNMlt ·••UNrn :•QQ§:J} '•ffBIAWCfl$.:U. 9 Ta in Sleeve & Valve LS 1 $3,300.00 $3,300 .00 10 12" PVC C900 CL200 Water Line LF 50 $30.00 $1 ,500 .00 11 12" Plu EA 1 $320 .00 $320.00 12 LS 1 $600 .00 $600.00 13 LF 30 $18.00 $540 .00 14 LF 20 $22 .50 $450.00 15 SF 70 $15.00 $1 ,050.00 16 LF 40 $2.80 $112.00 TOTAL PHASE I WATER COST $7 ,872 .00 PHASE II -SEWER IMPROVEMENTS Erosion Control 20 $35.00 2 $800 .00 204 $3.00 LS 1 $250.00 TOT AL PHASE II SEWER COST ESTIMATED PROJECT COST Contigency (15%) TOTAL PROJECT COST NOTES CONCERNING OPINIONS OF PROBABLE CONSTRUCTION COST The cost submitted is based upon unapproved plans and is subject to change. Urban Design Group's (UDG) opinions of probable construction cost provided for herein are made on the basis of our experience & qualifications and represent our best judgment as an experienced and qualified professional engineering firm generally familiar with the construction industry and applicable development regulations . However, since UDG has not obtained approval from the appropriate jurisdiction and UDG has no control over the cost of labor, materials , equipment or services furnished by others, or over the Contractor's methods of determining prices, or over competitive bidding or market conditions , UDG cannot and does not guarantee that proposals , bids or actual construction cost will not va from o inions of robable construction cost re ared b UDG . c:\utilitycost. xis Page 1 $700 .00 $1 ,600.00 $612 .00 $250 .00 $14 ,327 .00 $34,410.00 $5 , 161 .50 $39,571.50 --~-·--__ __.______ ---------------------------- -··-! - -. --( -- PROBABLE CONSTRUCTION COST Lot 3 One Lincoln Place/Scamardo Utilities PHASE I-SEWER IMPROVEMENTS 1 8" SOR 26 3034 Sewer Pi LF 60 $55.00 $3 ,300 .00 7 LF 10 $22.50 $225 .00 9 Trench Safe LF 60 $3 .00 $180.00 10 Erosion Control LS 1 $250.00 $250.00 TOTAL PHASE I SEWER COST $9,705.00 PHASE I -WATER IMPROVEMENTS 11 Ta in Sleeve & Valve LS 1 $3,300.00 $3,300.00 12 12" PVC C900 CL200 Water Line LF 45 $30.00 $1 ,350.00 13 12" Plu EA 1 $320.00 $320.00 17 Remove & Re lace Sidewalk SF 70 $15.00 $1 ,050 .00 18 TrenchSafety LF 40 $2.80 $112.00 TOTAL PHASE I WATER COST $7,722.00 :u:tQWiMJ( :::us:· :tfO.ltAtHlOS.i ) 204 $55.00 $11,220 .00 LF 20 $35 .00 $700 .00 LF 20 $60.00 $1,200.00 EA 2 $800.00 $1 ,600.00 LF 204 $3.00 $612 .00 LS 1 $250.00 $250.00 TOTAL PHASE II SEWER COST $15,582.00 ESTIMATED PROJECT COST Contigency ( 15%) TOTAL PROJECT COST $33,009.00 $4 ,951.35 $37,960.35 NOTES CONCERNING OPINIONS OF PROBABLE CONSTRUCTION COST The cost submitted is based upon unapproved plans and is subject to change. Urban Design Group's (UDG) opinions of probable construction cost provided for herein are made on the basis of our experience & qualifications and represent our best judgment c:\util itycost. xis Page 1 ;;. .... -. .,;· .. -~ '~6t~ I @> ~ vJ\U (™dt ~ le~d (~1) ~ W lbk, ~ §iki fuioco ~J,; (~ oJu~) b\V 1 - @tAJ-~ M<?e'~ ~ ~ [LQ ~ a_cc<M:J (~e/dc---) ~~ -wJU\1),M ~. l!11Jl ®M-fu ~ ~-W ~ lfu ~ f»o ~ cfl\MNd1Jr U ~· ~ ' CCY.r.J c' J1 r I -ot (]~~~ vA,-A4 1~:\i,~0-(~ctt~&qiLOI~sf) • I') <=:'r'."'1 -• 0 ~ -/) . "-t'.\o (' ' v f-. • ) -' ~ / ~ 6-DWt ~ % ~ \~~t· ~0 A':15~? 0J1SS&-J ~&.J.~ ~ ~ \i9. ~ ruJ,'W-·tt? I ~l-. .Jf' I ' / ®~ru~L? ®~~1L~ ~~" LJ:;ur 'ou ~°" J>L ct/di#' .7 ~(o~°'~~? ~ VJ tt'W. 1'-cw1 I ~ d.JJ ) @ ~L~(\fa-ffi,~W ~um?. ~~ ~; U. v tu .. ~ r;._ 0![1 \ ~ ~\/' ~aj--.,l j n"kJ J;,t? ~y -~ ·f1\ 2s1 ~· ~D .,.;...w . ~·' ~ ~·~ ~ · Jcl w-o.u~WM ·Vi~~~? v~ DEVELOPMENT SERVICES TRANSMITTAL LETTER Name/Firm: Address : Urban Design Group 909 Southwest Parkway East, Suite E College Statio~ Texas 77840 Date: June 14, 1999 Phone : ( 409) 696-9653 Fax: ( 409) 696-9752 We are transmitting the Following for Development Services to review and comment: (Check all that apply.): D Master Development Plan w/D Red lines D Development Permit App. D Preliminary Plat w/D Redlines D Conditional Use Permit D Final Plat w/D Red lines D Rezoning Application D FEMA CLOMA/CLOMP,/LOMA/LOMR w/D Redlin es D Variance Request D Site Plan w/D Red lines D Other-Please Specify D Grading Plan w/D Red lines D Landscape Plan w/D Redlines D Irrigation Plan w/D Redlin es D Building Construction Documents w/D Redlines INFRASTRUCTURE AND ENGINEERING DOCUMENTS All infrastructure documents must be submitted as a complete set. T~ following are included in the complete set: It' Waterline Construction Documents w/ D Redlines lif Sewerline Construction Documents w/ D Redlines D Drainage Construction Documents w/ D Redlines D TxDOT Driveway Permit D /f xDOT Utility Permit fa' Other -Please Specify D Street Construction Documents w/ D Redlines Cost Estimate D Easement application with metes & bounds description D Drainage Letter or Report w/ D Redlines D Fire Flow Analysis w/ D Redlines Special Instructions : QUALITY SUITES/SCAMARDO UTILITIES-Enclosed are ten (10) copies of water and sewer construction plans . These utilities are being constructed to serve the future Scamardo development and future pad site north of the Quality Suites Hotel. Phase I of the utility improvements will be constructed prior to the reconstruction of the existing private access drive . TRANSMIT AL LETTER TRANSMIT.DOC 03123/99 PROBABLE CONSTRUCTION COST Lot 3 One Lincoln Place/Scamardo Utilities PHASE I-SEWER IMPROVEMENTS ::NQi ffMil'i.MffM!W ~BtteNMMMiiMWffltl MUJN.tr§l ffil &mYKM \JJ.Nlll CQSJ.t l tQTAUie.@Slfi 1 8" SDR 26 3034 Sewer Pipe LF 60 $55.00 $3,300.00 2 Cement Stabilized Sand Bedding LF 60 $35.00 $2, 100.00 3 Standard Manhole with Rill<l & Cover EA 2 $1,700.00 $3,400.00 4 8" Ductile Iron Sewer Pioe LF 20 $60.00 $1,200.00 , 5 . Open Cut and Reoair ExistinQ R ' LF 40 $25.00 $1 ,000.00 6 Remove & Reolace Sidewalk SF 90 $1 fi OO $1,350.00 ~ 7 Remove & Reolace Curb & Gutter LF 10 $22.sO $225.00 9 Trench Safetv LF 60 $3.00 $180.00 10 Erosion Control LS 1 $250.00 $250.00 TOT AL PHASE I SEWER COST $9, 705.00 PHASE I -WATER IMPROVEMENTS :: .. ~·i ~%W@Wl:····:·:~Qli. ': RllQNW";Mz:.:·:::·· .····.1:w.amrnw ··-·,::~=mf$.W]J.fiBF:=:·:::: ::::::~Jo.Tau:=~: 11 Ta . Sleeve & Valve LS 1 $3,300.00 $3,300.00 12 12" PVC C900 CL200 Water Line LF 45 $30.00 $1,350.00 13 12" Pl EA 1 $320.00 $320.00 14 LS 1 $600.00 $600.00 15 LF 30 $18.00 $540.00 16 LF 20 $22.50 $450.00 17 SF 70 . $15.00 $1,050.00 · 1s LF 40 $2.80 $112.00 TOTAL PHASE I WATER COST $7,722.00 PHASE II -SEWER IMPROVEMENTS $35.00 $60.00 $800.00 $3.00 LS 1 $250.00 TOT AL PHASE 11 SEWER COST ESTIMATED PROJECT COST Colitigency (15%) TOTAL PROJECT COST NOTES CONCERNING OPINIONS OF PROBABLE CONSTRUCTION COST $700.00 $1 ,200.00 $1 ,600.00 $612.00 $250.00 $15,582.00 $33,009.00 $4,951 .35 $37,960.35 ·The cost submitted is based upon unapproVed plans and is subject to change. · · A Urban Design Group's (UDG) opinions of probable construction cost provided for herein :7~~"...-i~...: are made on the basis of our experience & qualifications and represent our best judgment r * as an experienced and qualified professional engineering firm generaoy familiar with the ;.! .. ;: ... ~@;,i~~ · construction industry and applicable development regulations. However, since UDG has no~·~o~~~~-; obtained approval from the appropriate jurisdiction and UDG has no control over the cost of & ~ ~ 158~zc=r::; labor, materials, equipment or services furnished by others, or over the Contractor's methods lt~ l: 'I of determining prices, or over competitive bidding or market conditions, UDG cannot and t,~1,1~11~...: does not guarantee that proposals, bids or actual construction cost will not vary from opinions .. ~ of robable construction cost b UDG. c:\utilitycosl xis Page 1