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SWP272337
&14A(j CIVIL ENGINEERING,LAND PLANNING,SURVEYING,ENVIRONMENTAL SERVICES A 0 LETTER OF TRANSMITTAL TO: Clint Morgan DATE: August 18, 1999 City of Renton SENT VIA: Courier 1055 South Grady Way OUR JOB NO: 6045 Renton, WA 98055 RE: Lind Corporate Park ..........-.... .. ................ ................ -...........................I...................................... ..... ..........-.............. ...... .............................*.*.*.*.*.*.*.*.*.................................-... ..................................... ...................... .................. ................................I........... ................................. ............................................................................................. ........... ............ ............... ................................ ........................ .............. ......... ........... ............... ..................................... ........................................... ........ .. .. ... ............. ...................... ........... .......................I.................................................................................................. .............. ........................................... ............ .. ........ ....... I each Level I Drainage Analysis I each Preliminary Storm Drainage Detention and Water Quality Calculations I each Technical Information Report Your file copies of these reports are enclosed. Thank you for their use. � cc: Ali Sadr, Barghausen Consulting Engineers, Inc. Signed: V Betsy Dyer Executive Assistant 18215 72ND AVENUE SOUTH KENT,WA 98032 (425)251-6222 (425)251-8782 FAX 6045t.028 TECHNICAL INFORMATION REPORT FORS3lip Milo/� e / ql �i3 y �i� // �' 3�3�"'�/%///�' F,a 3n3�, ✓fig 9.. iig xwq, Z 3 �3 OUR JOB NO. 6045 MARCH 12, 1997 REVISED SEPTEMBER 9, 1997 O� 9 24661 REVISED NOVEMBER 4, 1997 FSFG/STEA�G�� c��l�lgp REVISED AUGUST 17, 1999 ONALE� / 1 E1:PIRES � Prepared By: BARGHAUSEN CONSULTING ENGINEERS, INC. 18215 72ND AVENUE SOUTH KENT, WASHINGTON 98032 (425) 251 -6222 �c> � i CIVIL ENGINEERING LAND PLANNING SURVEYING ENVIRONMENT AL SERVICES G��'NG ENG\NF'�i' TABLE OF CONTENTS 1.0 INTRODUCTION/GENERAL INFORMATION 2.0 EXISTING SITE CONDITIONS 3.0 DOWNSTREAM DRAINAGE ANALYSIS 4.0 ON-SITE DRAINAGE CONSIDERATION 5.0 STORM DRAINAGE DETENTION CALCULATIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6.0 RESOURCE REVIEW A. ASSESSOR'S'S MAP B. FLOODPLAIN/FLOODWAY FEMA MAP C. WETLAND INVENTORY MAP D. SENSITIVE AREA FOLIOS • E. SOILS SURVEY MAP 1.0 INTRODUCTION/GENERAL INFORMATION The proposed nine-lot short plat is located in Section 19, Township 23, Range 5 East, Willamette Meridian, in the City of Renton, Washington. The site is bound by Lind Avenue S.W. to the west, _ S.W. 19th Street to the south, East Valley Road to the east, and existing office buildings to the north. The rectangular site is approximately 14.5 acres. The site was surveyed using NAVD, 1988 vertical datum, as reported by the City of Renton Technical Services Division, and-the City of Renton Benchmark Monument No. 1895. 2.0 EXISTING SITE CONDITIONS The King County Soil Classification Guide shows the site to have a mixture of soil types. The survey indicates the site consists of the Puyallup soil group, which is a hydrologic Group B, and an urban soil group, which is a variable hydrologic group. However, this survey was done prior to the site being filled with several feet of imported material. Our site investigation reveals that the on-site soils probably are a hydrologic Group C. The site is almost fully grassed and contains small areas of light brush, but no significant trees. The topography is very flat. Some small depressions exist due to previous inconsistent fill placement. The site sits higher relative to its surroundings and, therefore,.receives no off-site drainage. 3.0 DOWNSTREAM DRAINAGE ANALYSIS Storm drainage runoff from the project sheetflows from north to south and is collected at two low points along the south property line by two existing catch basins. These two catch basins are located behind the road improvement and collect runoff from the existing site. The catch basins are protected by a silt fence buffer and discharge runoff to the existing 60-inch diameter storm tightline system along S.W. 19th Street. The existing 60-inch diameter tightline system along S.W. 19th Street travels westerly toward the intersection of S.W. 19th Street and Lind Avenue S.W. (87th Avenue South). From the intersection of S.W. 19th Street and Lind Avenue S.W.,the 60-inch storm drain travels due west approximately 1,100 lineal feet in a 60-inch reinforced concrete pipe system. It discharges at this point into a well defined 6- to 10-foot deep vegetated ditch that appears to be approximately 5 feet wide with 2 to 1 side slopes. At a point approximately.200 feet west, the flow enters a 60-inch corrugated metal pipe which conveys the drainage due westward approximately 100 feet into Springbrook Creek where it is discharged. 4.0 ON-SITE DRAINAGE CONSIDERATIONS The proposed short plat will contain one water quality enhancement system for the entire project. Drainage from the site will be discharged into the existing wetland across S.W. 19th Street to the south of the site, which ultimately flows into the previously mentioned 60-inch storm drainage system in S.W. 19th Street. The wetland will be used for peak rate runoff control. In addition, a wet vault located on the south property line of the site will also be used for water quality treatment. This system is described in greater detail in the following paragraphs. All site storm drainage water quality systems will meet City code and be in accordance with City standard systems or equivalent systems. 6045.006[KL/es/sm] Storm drainage construction for the first phase of the project will consist of the construction of the wet vault and outfall, as well as the storm drainage conveyance system which will provide stubs to each individual lot. When the individual lots are developed, their storm drainage systems can then tie into the provided stubs. Water quality for the entire project will be provided in the wet vault located along the south property line of the site. The vault is designed using the February 1996 draft of the King County Surface Water Design Manual, which is a method of analysis based on computer modeling using the King County Runoff Time Series (KCRTS) model. The City of Renton requires the wetpond to be 1.5 to 2 times the design surface area and volume as calculated using the 1990 KCSWDM Design Standards if a biofiltration swale does not precede it. Using the KCRTS method of design,the vault is approximately 1.53 times the surface area and 1.97 times the volume requirements of the 1990 KCSWDM. The wet vault design calculations are contained later in this report. The wetland on the property south of the project is approximately 10 acres in size. Per agreement with the City of Renton, the developer proposes to use this wetland for peak rate runoff control. An existing 24-inch pipe with a 12-inch constriction at the wetland to the south picks up wetland outflows and replaced with a 36-inch pipe to accommodate the additional drainage from the site and allow the S.W. 19th Street storm drainage to backflow into the wetland as required. Please refer to the grading and storm drainage plans for the project for additional information on the • storm drainage system. • 6045.006[KL/es/sm] ! n1 dltllt Anil 1� �u�Ptsrn IIRfJIR• �A■l M; sr ■ f S 2ff ND H J RUBY m ,� •I I S 3RD S< v ■ W SUN j ? S 4TI4 d sf' c' g !i RD SE M o 6 s BY 1 f 5 SM � ST -A sow ST = n J CT S 7M I1/PlEMO Z R0AOtK � �.A�' � �� vARR■ G�Qy � 1 � �s ''3' ` > A RIDE VILLAGE mnrR n 3 $ ■ S IUKMN VILLAGE PL 5 11 Sr <E RJ In > 13n1 tAW= FR s l s� 6n �. 20 S i ] SIN e e r c� eiTl a:r w ST ¢ (r It � � �� qp pUGET � ♦ +,.■ Tam �'. 60 KID 1 I bl p p �:• � � _ Q ��� 1 d a � � sE wRo sr' y n > S 27TH ST Io9oo 154TH Igloo T SE 164TH ST s s tpR '�.c sslx— r: JS SE 1 ill I _ s g ST b x sr r �; E 166M d A gm ST �' J W ST Sr 161N S < S's 166M ' 'fir.— 30 -� "1 s onl ` R < a 3 - 29 E _ ]1Sr ST <' ray t r sA w {'• '� ] SE 169TN L � 170M ST 1 , T s IT S SE 17ZH0 ST SE 7 - ----- IOB00 21D ST.fir r SE 17�Ip 2 SY III t jr2y sr_ t73 i1 FS l�. 7 t E }�� L SE 1^M - Ni:F-bf Al S( 176 ST S` _ x� Sr .:s• a a €per € ,s d . SEE 686 Kqp SITE LOCATION MAP 1" = 2400' • Reference: The Thomas Guide, King/Pierce/Snohomish Counties, 1996 Edition seo " RA ROAD Tu AO •`1 )' hd Wit J ` Noco Wo Ur 13 py Goltfourse A Ur I PA Sew ge OpTNE I , '. •, .p •\ -- to Ds sal _ +� ur Ur ' �. �--•- --,- - AgC :, ••+ _ J :12D ! -' \AgD 20 M 16Pu + -,� U r , Longacres' Pu I +• Lam- I Pu %• •� 515` "�� Py I Wo eD ui rBeC Ur y u ' p• :,r (AgD Y ' o Track •" i� I � pl• 6 29 fi u ur y I / W i. 2 •� So Tu O m Z i 2 W Pu " Sk Wo m 1 PLR u 25 0 - jam, �i 3 . 29 ' 169 AgC Py n Wo Ur x ! , AjD 1.77 _:�::: :sir a •'1 3 .... r KING COUNTY SOIL SURVEY MAP 1" = 2000' STORM DRAINAGE DETENTION CALCULATIONS 6o s 7-;oC r-./E'VT SEA FO L c o �-✓� sc t r�o c/ `o.Q �J.9 r�` QcIi9G/Ty .00-fiG�/ C�I�Ct/�.¢7io.�, (n V1 to F I-H W W W W W W xxx 4n OA0 000 n 20 r ^c'4v cca rrr nwn r C.� i WATER QUALITY CALCULATIONS i 1 Vb L C,e D s ?o, G c 6 (serer :no�r&72L P2 tH r v v r Fo 2 w r"T7`b,vp- t"S -Z ,eX fZ4 6KeZ POST--09FV) � PEIZ jK?��is���� w/ G�t'l OF t2gw�� Sv.2F+4co' w.�-f�i2 .sssP 6-�i-��� ,��V�slo.✓, P,2ov�/Jt�� �4v�n.4�r /. -7S— Sv/.'.�►�CLr �F,2e�f� .4..vr� V�Lc,u.��'. (SEA�l�i°G�i�T�oi/ ���-ci7a� �/-o� =• Va�v,Kc� �Q D i !, g4 T�.*GS Gm�W� �'arD VvL�.��" ?ram �fV�'it�4G.� 1.7s UGL a 038 � 38� o?z cps S 08, DdPr Z+( Lam Savl-e "k-,f- Sfzt/Ltr Ta Vf-<- o+7)0r3r. .2e"73 to i i i i 5/12/97 5: 5: 52 pm Barghausen Engineers page 1 SW 19TH LIND - RENTON PRELIMINARY DETENTION CALCULATIONS 6045-PRE ---------___ BASIN SUMMARY BASIN ID: WETPOND NAME: 1/3 2YR/24HR POST-DEVELOPED SBUH METHODOLOGY TOTAL AREA. . . . . . . : 14 . 04 Acres BASEFLOWS: 0. 00 cfs RAINFALL TYPE. . . . : TYPElA PERV ' IMP PRECIPITATION. . . . : 0. 67 inches AREA. . : 3 . 25 Acres 10. 79 Acres TIME INTERVAL. . . . : 10. 00 min CN. . . . : 90. 00 98 . 00 ABSTRACTION COEFF: 0. 20 TC. . . . : 18 . 10 min 8 . 70 min TcReach - Sheet L: 50. 00 ns: 0. 1500 p2yr: 2 . 00 s: 0. 0100 TcReach - Sheet L: 50. 00 ns: 0. 0110 p2yr: 2 . 00 s: 0. 0100 TcReach - Channel L: 850. 00 kc:42 . 00 s: 0. 0020 impTcReach - Sheet L: 50. 00 ns: 0.0110 p2yr: 2 . 00 s: 0. 0100 impTcReach - Channel L: 850. 00 kc: 42 . 00 s: 0. 0020 PEAK RATE: 1. 18 cfs VOL: Act-ft TIME: 480 min • STORM DRAINAGE CONVEYANCE CALCULATIONS i GL�NI/�i.�itic� G,Fr_cyc.�z oh,ts * .QLL GoN✓�`1AN P/,ods �cr� G13 ¢ 7a ✓i4t/t� A/WJ G8 r G1 VAV<< �4cGav�i GL.2� �o�v1/�+sANGg SYS 2 ✓,¢v LT Q�za,✓ s 9i4 57c w_s. �Lat/. r c.�. i i 10/16/97 6 : 57 :26 pm Barghausen Engineers page 1 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON BASIN SUMMARY BASIN ID: CBOT NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 . 31 Acres BASEFLOWS : 0 .-00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 03 Acres 0 .28 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 ABSTRACTION COEFF: 0 .20 TC. . . . : 10 . 00 min 10 . 00 min PEAK RATE: 0 . 20 cfs VOL: 0 . 08 Ac-ft TIME: 480 min BASIN ID: CB02 NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 .22 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 03 Acres 0 . 19 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 ABSTRACTION COEFF: 0 .20 TC. . . . : 10 . 00 min 10 . 00 min PEAK RATE: 0 . 14 cfs VOL: 0 . 06 Ac-ft 'TIME: 480 min BASIN ID: CB03 NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 .24 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 . 40 inches AREA. . : 0 . 00 Acres 0 . 24 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 0 . 00 98 . 00 ABSTRACTION COEFF: 0 .20 TC. . . . : 0 . 00 min 10 . 00 min PEAK RATE: 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME: 480 min BASIN ID: CB04 NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . :. 0 .31 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA •PERV _ IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 03 Acres 0 .28 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 ABSTRACTION COEFF: 0 . 20 TC. . . . : 10 . 00 min 10 . 00 min PEAK RATE : 0 . 20 cfs VOL: 0 . 08 Ac-ft TIME : 480 min 10/16/97 6 : 57 :26 pm Barghausen Engineers page 2 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON -------------------- BASIN SUMMARY BASIN ID: CB05 NAME: - SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 .23 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV " IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 02 Acres 0 .21 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 ABSTRACTION COEFF: 0 . 20 TC. . . . : 10 . 00 min 10 . 00 min PEAK RATE: 0 . 15 cfs VOL: 0 . 06 Ac-ft TIME: 480 min BASIN ID: CB06 NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 . 18 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 02 Acres 0 . 16 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 ABSTRACTION COEFF: 0 .20 TC. . . . : 10 . 00 min 10 . 00 min PEAK RATE: 0 . 12 cfs VOL: 0 . 05 Ac-ft TIME: 480 min BASIN ID: CB07 NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 .24 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 02 Acres 0 .22 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 TC. . . . : 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME: 480 min BASIN ID: CB08 NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 .24 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 02 Acres 0 .22 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 TC. . . . : 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME: 480 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 3 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON ------------------- BASIN SUMMARY BASIN ID: CB09 NAME : - SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 .29 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV ' IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 03 Acres 0 .26 Acres TIME INTERVAL. . . . : 10 . 00 min , CN. . . . : 86 . 00 98 . 00 ABSTRACTION COEFF: 0 . 20 TC. . . . : 10 . 00 min 10 . 00 min PEAK RATE: 0 . 19 cfs VOL: 0 . 07 Ac-ft TIME: 480 min BASIN ID: CB10 NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 .25 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 03 Acres 0 .22 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 TC. . . . : 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME: 480 min BASIN ID: CB11 NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 . 39 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 04 Acres 0 .35 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 TC. . . . : 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0.20 PEAK RATE: 0 . 26 cfs VOL: 0 . 10 Ac-ft TIME: 480 min BASIN ID: CB12 NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 . 00 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 00 Acres 0 . 00 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 0 . 00 0 . 00 TC. . . . . 0 . 00 min 0 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 00 cfs VOL: 0 . 00 Ac-ft TIME: 0 min 10/16/97 6 : 57 :26 pm Barghausen Engineers page 4 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON ---------------- BASIN SUMMARY BASIN ID: CB13 NAME : SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 .23 Acres BASEFLOWS : 0 _00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 00 Acres 0 .23 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 0 . 00 98 . 00 ABSTRACTION COEFF: 0 .20 TC. . . . : 0 . 00 min 10 . 00 min PEAK RATE: 0 . 16 cfs VOL: 0 . 06 Ac-ft TIME: 480 min BASIN ID: CB14 NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 . 38 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 04 Acres 0 . 34 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 TC. . . . : 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 :20 PEAK RATE: 0 . 25 cfs VOL: 0 . 10 Ac-ft TIME: 480 min • BASIN ID: CB15 NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 . 18 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 02 Acres 0 . 16 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 TC. . . . : 10 . 00 min 10 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 12 cfs VOL: 0 . 05 Ac-ft TIME: 480 min BASIN ID: LOT1 NAME: SBUH METHODOLOGY - -- TOTAL AREA. . . . . . . : 1 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 .30 Acres 1 .20 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 TC. . . . : 15 . 00 min 15 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 89 cfs VOL: 0 . 37 Ac-ft TIME: 480 min 10/16/97 6 : 57 :26 pm Barghausen Engineers page 5 LIND CORPORATE PARK • STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON ------------------- BASIN SUMMARY BASIN ID: LOT2 NAME: - SBUH METHODOLOGY TOTAL AREA. . . . . . . : 1 . 50 Acres BASEFLOWS : 0. 00 cfs RAINFALL TYPE. . . . : TYPElA PERV ' IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 30 Acres 1 .20 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 ABSTRACTION COEFF: 0 .20 TC. . . . : 15 . 00 min 15 . 00 min PEAK RATE: 0 . 89 cfs VOL: 0 . 37 Ac-ft TIME: 480 min BASIN ID: LOTS NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 1 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 30 Acres 1 .20 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 TC. . . . : 15 . 00 min 15 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 0 . 89 cfs VOL: 0 . 37 Ac-ft TIME: 480 min BASIN ID: LOT6-9 NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 4 . 50 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. .. . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 90 Acres 3 . 60 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 TC. . . . : 15 . 00 min 15 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 2 . 68 cfs VOL: 1 . 10 Ac-ft TIME: 480 min BASIN ID: LOT6/7 NAME: SBUH METHODOLOGY - -- TOTAL TOTAL AREA. . . . . . . : 2 .25 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 .45 Acres 1 . 80 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 TC. . . . : 15 . 00 min 15 . 00 min ABSTRACTION COEFF: 0 .20 PEAK RATE: 1 . 34 cfs VOL: 0 . 55 Ac-ft TIME: 480 min o 10/16/97 6 : 57 :26 pm Barghausen Engineers page 6 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 0 6045-CON ------------------------- BASIN SUMMARY BASIN ID: LOT8/9 NAME: - SBUH METHODOLOGY TOTAL AREA. . . . . . . : 2 .25 Acres BASEFLOWS : 0_ 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 .45 Acres 1 . 80 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 86 . 00 98 . 00 ABSTRACTION COEFF: 0 .20 TC. . . . : 15 . 00 min 15 . 00 min PEAK RATE: 1 . 34 cfs VOL: 0 . 55 Ac-ft TIME : 480 min BASIN ID: TRENCH-A NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 . 51 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 00 Acres 0 . 51 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 0 . 00 98 . 00 ABSTRACTION COEFF: 0 .20 TC. . . . : 0 . 00 min 10 . 00 min PEAK RATE: 0 . 35 cfs VOL: 0 . 13 Ac-ft TIME: 480 min BASIN ID: TRENCH-B NAME: SBUH METHODOLOGY TOTAL AREA. . . . . . . : 0 . 52 Acres BASEFLOWS : 0 . 00 cfs RAINFALL TYPE. . . . : TYPElA PERV IMP PRECIPITATION. . . . : 3 .40 inches AREA. . : 0 . 00 Acres 0 .52 Acres TIME INTERVAL. . . . : 10 . 00 min CN. . . . : 0 . 00 98 . 00 ABSTRACTION COEFF: 0 .20 TC. . . . : 0 . 00 min 10 . 00 min PEAK RATE: 0 .36 cfs VOL: 0 . 14 Ac-ft TIME: 480 min 10/16/97 6 : 57 : 26 pm Barghausen Engineers page 7 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON ------------------------ HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 1 4 . 008 480 70396 cf 6 . 50 2 4 . 165 480 73029 cf 6 . 74 11 0 . 159 480 2675 cf 0 .24 12 0 . 159 480 2675 cf 0 .24 10/16/97 7 : 11 :37 pm Barghausen Engineers page 6 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON -------------------- REACH SUMMARY PIPE REACH ID No. PO4 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 107 . 0000 ft s : 0 . 0021 Up invert 16 . 9700 ft down invert : 16 . 7496 ft Collection Area: 0 . 7500 Ac. Design Flow 0 . 5125 cfs Dsgn Depth: 0 . 37 ft Pipe Capacity 1 . 8895 cfs Design Vel 1 . 9402 fps Travel Time : 0 . 92 min Pipe Full Vel 2 .4690 fps PIPE REACH ID No. P05 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 50 . 0000 ft s : 0 . 0050 Up invert 17 . 0000 ft down invert : 16 . 7500 ft Collection Area: 1 . 5000 Ac. Design Flow 0 . 8917 cfs Dsgn Depth: 0 . 39 ft Pipe Capacity 2 . 9437 cfs Design Vel 3 . 1150 fps Travel Time : 0 . 27 min Pipe Full Vel 3 . 8466 fps PIPE REACH ID No. P06 From: To: Pipe Diameter: 1 . 2500 ft n: 0 . 0120 Pipe Length 166 . 0000 ft s: 0 . 0025 Up invert 16 . 7500 ft down invert : 16 .3400 ft Collection Area: a 3 . 0900 Ac. Design Flow 1 . 9552 cfs Dsgn Depths - - - - - 0 . 67 ft Pipe Capacity 3 . 7514 cfs Design Vel 2 . 9228 fps Travel Time : 0 . 95 min Pipe Full Vel 3 . 1372 fps PIPE REACH ID No. P07 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 46 . 0000 ft s : 0 . 0050 Up invert 16 . 5700 ft down invert : 16 . 3400 ft Collection Area: 1 . 5000 Ac. Design Flow 0 . 8917 cfs Dsgn Depth: 0 . 39 ft Pipe Capacity 2 . 9437 cfs Design Vel 3 . 1150 fps Travel Time: 0 .25 min Pipe Full Vel 3 . 8466 fps 10/16/97 7 : 11 :37 pm Barghausen Engineers page 7 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON ----------------- REACH SUMMARY PIPE REACH ID No. P08 From: To: - Pipe Diameter: 1 . 5000 ft n: 0 . 0120 Pipe Length 160 . 0000 ft s : 0 . 0025 Up invert 16 . 3400 ft down invert : 15 . 9400 ft Collection Area : 4 . 8200 Ac. Design Flow 2 . 9989 cfs Dsgn Depth: 0 . 77 ft Pipe Capacity 6 . 1371 cfs Design Vel 3 .2688 fps Travel Time : 0 . 82 min Pipe Full Vel 3 . 5641 fps PIPE REACH ID No. P09 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 46 . 0000 ft s : 0'. 0050 Up invert 16 . 1700 ft down invert : 15 . 9400 ft Collection Area: 1 . 5000 Ac. Design Flow 0 . 8917 cfs Dsgn Depth: 0 . 39 ft Pipe Capacity 2 . 9437 cfs Design Vel 3 . 1150 fps Travel Time : 0 . 25 min Pipe Full Vel 3 . 8466 fps PIPE REACH ID No. P10 From: To: Pipe Diameter: 2 . 0000 ft n: 0 . 0120 Pipe Length 76 . 0000 ft s : 0 . 0025 Up invert 15 . 9400 ft down invert : 15 . 7500 ft Collection Area: = 6.5000 Ac. Design Flow 4 .0085 cfs Dsgn Depth: " ' -- - - 0 . 79 ft Pipe Capacity 13 . 2170 cfs Design Vel 3 .4976 fps Travel Time : 0 . 36 min Pipe Full Vel 4 . 3176 fps PIPE REACH ID No. P11 From: To: Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length 18 . 0000 ft s : 0 . 0306 Up invert 17 . 3000 ft down invert : 16 . 7499 ft Collection Area: 0 . 2400 Ac . Design Flow 0 . 1589 cfs Dsgn Depth: 0 . 12 ft Pipe Capacity 2 .4684 cfs • Design Vel 3 . 7744 fps Travel Time : 0 . 08 min Pipe Full Vel 7 .2573 fps 10/16/97 7 : 11 :38 pm Barghausen Engineers page 8 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON ------------- REACH SUMMARY PIPE REACH ID No. P12 From: To: - Pipe Diameter: 0 . 6667 ft n: 0 . 0120 - Pipe Length 22 . 0000 ft s : 0 . 0250 Up invert 17 . 3000 ft down invert : 16 . 7500 ft Collection Area: 0 .2400 Ac. Design Flow 0 . 1589 cfs Dsgn Depth: 0 . 12 ft Pipe Capacity 2 . 2326 cfs Design Vel 3 . 5131 fps Travel Time : 0 . 10 min Pipe Full Vel 6 . 5640 fps PIPE REACH ID No. P13 From: To: Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length 115 . 0000 ft s : 0 . 0100 Up invert 18 . 6500 ft down invert : 17 . 5000 ft Collection Area: 0 .2900 Ac. Design Flow 0 . 1905 cfs Dsgn Depth: 0 . 17 ft Pipe Capacity 1 .4120 cfs Design Vel 2 . 6794 fps Travel Time : 0 . 72 min Pipe Full Vel 4 . 1514 fps PIPE REACH ID No. P14 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 40 . 0000 ft s : 0 . 0050 Up invert 17 . 7000 ft down invert : 17 . 5000 ft Collection Area: > Ac. Design Flow cfs Dsgn Depth-- - ' " - , - - ft Pipe Capacity cfs Design Vel fps Travel Time : min Pipe Full Vel fps PIPE REACH ID No. P15 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 1'50 . 0000 ft s : 0 . 0050 Up invert 17 . 5000 ft down invert : 16 . 7500 ft Collection Area : 0 . 5400 Ac . Design Flow 0 . 3537 cfs Dsgn Depth: 0 . 24 ft Pipe Capacity 2 . 9437 cfs . Design Vel 2 .4010 fps Travel Time : 1 . 04 min Pipe Full Vel 3 . 8466 fps 10/16/97 7 : 11 : 38 pm Barghausen Engineers page 9 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS is 6045-CON ---------___ REACH SUMMARY PIPE REACH ID No. P16 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 42 . 0000 ft s : 0 . 0050 Up invert 16 . 9600 ft down invert : 16 . 7500 ft Collection Area: Ac . Design Flow cfs Dsgn Depth: ft Pipe Capacity cfs Design Vel fps Travel Time : min Pipe Full Vel fps PIPE REACH ID No. P17 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 134 . 0000 ft s : 0 . 0025 Up invert 16 . 7500 ft down invert : 16 . 4204 ft Collection Area: 0 . 9300 AC . Design Flow 0 . 6100 cfs Dsgn Depth: 0 . 39 ft Pipe Capacity 2 . 0648 cfs Design Vel 2 . 1702 fps Travel Time : 1 . 03 min Pipe Full Vel 2 . 6981 fps PIPE REACH ID No. P18 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 44 . 0000 ft s : 0 . 0050 Up invert 16 . 6400 ft down invert : 16 .4200 ft Collection Area: , 4 . 5000 Ac. Design Flow 2 .6750 cfs Dsgn Depth: - - -- - - 0 . 80 ft Pipe Capacity 2 . 9437 cfs Design Vel 3 . 9711 fps Travel Time : 0 . 18 min Pipe Full Vel 3 . 8466 fps PIPE REACH ID No. P19 From: To: Pipe Diameter: 1 . 5000 ft n: 0 . 0120 Pipe Length 38 . 0000 ft s : 0 . 0026 Up invert 16 .4200 ft down invert : 16 . 3201 ft Collection Area : 5 . 4300 Ac . Design Flow 3 . 2850 cfs Dsgn Depth: 0 . 80 ft Pipe Capacity 6 .2946 cfs Design Vel 3 .4068 fps Travel Time : 0 . 19 min Pipe Full Vel 3 . 6556 fps 10/16/97 7 : 11 :38 pm Barghausen Engineers page 10 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON REACH SUMMARY PIPE REACH ID No. P20 From: To: Pipe Diameter: 0 . 6667 ft n: 0 . 0120 Pipe Length 60 . 0000 ft s : 0 . 0109 Up invert 17 . 2420 ft down invert : 16 . 5898 ft Collection Area: 0 .5200 Ac. Design Flow 0 .3553 cfs Dsgn Depth: 0 . 23 ft Pipe Capacity 1 .4722 cfs Design Vel 3 .2931 fps Travel Time: 0 . 30 min Pipe Full Vel 4 .3282 fps PIPE REACH ID No. P21 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 123 . 0000 ft s : 0 . 0022 Up invert 16 . 5900 ft down invert : 16 . 3194 ft Collection Area: 0 . 7500 Ac. Design Flow 0 . 5125 cfs Dsgn Depth: 0 . 36 ft Pipe Capacity 1 . 9527 cfs Design Vel 1 . 9869 fps Travel Time : 1 . 03 min Pipe Full Vel 2 . 5515 fps PIPE REACH ID No. P22 From: To: Pipe Diameter: 2 . 0000 ft n: 0 . 0120 Pipe Length 152 . 0000 ft s: 0 . 0025 Up invert 16. 3200 ft down invert : 15 . 9400 ft Collection Area: > 6. 5600 Ac. Design Flow 4 . 0469 cfs Dsgn Depth: - - -• -- 0 . 79 ft Pipe Capacity 13 . 2170 cfs Design Vel 3 . 5067 fps Travel Time : 0 . 72 min Pipe Full Vel 4 .3176 fps PIPE REACH ID No. P23 From: To: Pipe Diameter: 1 . 0000 ft n: 0 . 0120 Pipe Length 46 . 0000 . ft s : 0 . 0050 Up invert 16 . 1700 ft down invert : 15 . 9400 ft Collection Area : Ac . Design Flow cfs Dsgn Depth: ft Pipe Capacity cfs Design Vel fps Travel Time : min Pipe Full Vel fps 10/16/97 7 : 11 :38 pm Barghausen Engineers page 11 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS 6045-CON -------------------- REACH SUMMARY PIPE REACH ID No. P24 From: To: Pipe Diameter: 2 . 0000 ft n: 0 . 0120 Pipe Length 76 . 0000 ft s : 0 . 0025 Up invert 15 . 9400 ft down invert : 15 . 7500 ft Collection Area: 6 . 7400 Ac. Design Flow 4 . 1648 cfs Dsgn Depth: 0 . 80 ft Pipe Capacity 13 . 2170 cfs Design Vel 3 . 5339 fps Travel Time : 0 . 36 min Pipe Full Vel 4 . 3176 fps 10/16/97 7 : 11 :29 pm Barghausen Engineers page 1 LIND CORPORATE PARK STORM DRAINAGE CONVEYANCE CALCULATIONS • 6045-CON ----------------- HYDROGRAPH SUMMARY PEAK TIME VOLUME HYD RUNOFF OF OF Contrib NUM RATE PEAK HYDRO Area cfs min. cf\AcFt Acres 1 4 . 008 480 70396 cf 6 . 50 2 4 . 165 480 73029 cf 6 . 74 11 0 . 159 480 2675 cf 0 .24 12 0 . 159 480 2675 cf 0 .24 s s BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file: 6828-1.bwp A 5 �rNOt'EJ ON SL-bsO V ►n A? Surcharge condition at intermediate junctions Tailwater Elevation:16.51 feet Discharge Range:0.55 to 1.42 Step of 0.05 [cfs] Overflow Elevation:20. 6 feet Weir:NONE Channel Width:2. feet PIPE NO. l: 39 LF - 12"CMP @ 0.49% OUTLET: 16.51 INLET: 16.70 INTYP: 5 JUNC NO. 1: OVERFLOW-EL: 20.90 BEND: 90 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.03 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.55 0.51 17.21 * 0.024 0.31 0.45 0.00 0.31 0.45 0.51 0.42 0.60 0.54 17.24 * 0.024 0.33 0.47 0.00 0.33 0.47 0.54 0.45 0.65 0.56 17.26 * 0.024 0.34 0.49 0.00 0.34 0.49 0.56 0.47 0.70 0.59 17.29 * 0.024 0.35 0.52 0.00 0.35 0.52 0.59 0.49 0.75 0. 61 17.31 * 0.024 0.37 0.54 0.00 0.37 0.54 0. 61 0.51 0.80 0. 64 17.34 * 0.024 0.38 0.56 0.00 0.38 0.56 0. 64 0.53 0.85 0. 66 17.36 * 0.024 0.39 0.58 0.00 0.39 0.58 0.66 0.54 0. 90 0. 68 17.38 * 0.024 0.40 0.60 0.00 0.40 0.60 0.68 0.56 0.95 0.71 17.41 * 0.024 0.41 0.62 0.00 0.41 0.62 0.71 0.58 1.00 0.74 17.44 * 0.024 0.43 0.65 0.00 0.43 0. 65 0.74 0. 60 1.05 0.76 17.46 * 0.024 0.44 0.67 0.00 0.44 0. 67 0.76 0.62 • 1.10 0.78 17.48 * 0.024 0.45 0. 69 0.00 0.45 0. 69 0.78 0.64 1.15 0.81 17.51 * 0.024 0.46 0.72 0.00 0.46 0.72 0.81 0.65 1.20 0.84 17.54 * 0.024 0.47 0.74 0.00 0.47 0.74 0.84 0.67 1.25 0.87 17.57 * 0.024 0.48 0.77 0.00 0.48 0.77 0.87 0.69 1.30 0.89 17.59 * 0.024 0.49 0.79 0.00 0.49 0.79 0.89 0.71 1.35 0. 93 17. 63 * 0.024 0.50 0.83 0.00 0.50 0.83 0.93 0.73 1.40 0. 97 17. 67 * 0.024 0.51 0.87 0.00 0.51 0.87 0.97 0.74 1.45 1.04 17.74 * 0.024 0.52 1.00 0.00 0.52 0. 94 1.04 0.76 PIPE NO. 2: 81 LF - 1211CMP @ 0.49% OUTLET: 16.70 INLET: 17.10 INTYP: 5 JUNC NO. 2: OVERFLOW-EL: 20.50 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.75 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.53 0.51 17. 61 * 0.024 0.31 0.44 0.51 0.51 0.44 0.51 0.42 0.58 0.53 17. 63 * 0.024 0.32 0.46 0.54 0.54 0.46 0.53 0.45 0.63 0.56 17.66 * 0.024 0.34 0.48 0.56 0.56 0.48 0.56 0.47 0.68 0.59 17.69 * 0.024 0.35 0.51 0.59 0.59 0.51 0.59 0.49 0.73 0.62 17.72 * 0.024 0.36 0.53 0.61 0.61 0.53 0. 62 0.51 0.78 0.64 17.74 * 0.024 0.37 0.55 0.64 0.64 0.55 0. 64 0.53 0.83 0.67 17.77 * 0.024 0.39 0.57 0.66 0. 66 0.57 0. 67 0.55 0.87 0. 69 17.79 * 0.024 0.40 0.59 0.68 0.68 0.59 0. 69 0.57 0.92 0.72 17.82 * 0.024 0.41 0. 61 0.71 0.71 0.62 0.72 0.59 0.97 0.75 17.85 * 0.024 0.42 0. 63 0.74 0.74 0.64 0.75 0. 61 1.02 0.78 17.88 * 0.024 0.43 0.65 0.76 0.76 0.67 0.78 0. 63 1.07 0.81 17. 91 * 0.024 0.44 0. 67 0.78 0.78 0.70 0.81 0.65 • 1.12 0.85 17. 95 * 0.024 0.45 0.70 0.81 0.81 0.73 0.85 0.67 1.17 0.87 17. 97 * 0.024 0.46 0.72 0.84 0.84 0.75 0.87 0.69 1.21 0. 92 18.02 * 0.024 0.47 0.74 0.87 0.87 0.79 0.92 0.71 • 1.26 0.95 18.05 * 0.024 0.48 0.77 0.89 0.89 0.82 0. 95 0.73 1.31 1.00 18.10 * 0.024 0.49 0.80 0. 93 0.93 0.87 1.00 0.75 1.36 1.06 18.16 * 0.024 0.50 0.83 0.97 0.97 0. 93 1.06 0.77 1.41 1.21 18.31 * 0.024 0.51 0.86 1.04 1.04 1.07 1.21 0.79 PIPE NO. 3: 98 LF - 8"CMP @ 0.50% OUTLET: 17.10 INLET: 17.59 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.31 0.44 18.03 * 0.024 0.26 0.40 0.51 0.51 0.40 0.44 0.35 0.33 0.47 18.06 * 0.024 0.27 0.42 0.53 0.53 0.42 0.47 0.37 0.36 0.50 18.09 * 0.024 0.28 0.45 0.56 0.56 0.45 0.50 0.39 0.39 0.53 18.12 * 0.024 0.30 0.47 0.59 0.59 0.48 0.53 0.41 0.42 0.57 18.16 * 0.024 0.31 0.50 0.62 0.62 0.52 0.57 0.43 0.44 0. 60 18.19 * 0.024 0.32 0.53 0.64 0.64 0.56 0. 60 0.44 0.47 0. 61 18.20 * 0.024 0.33 0.56 0.67 0. 67 0.56 0.61 0.46 0.50 0.82 18.41 * 0.024 0.34 0. 67 0. 69 0. 69 0.77 0.82 0.48 0.53 0.92 18.51 * 0.024 0.35 0.67 0.72 0.72 0.87 0.92 0.49 0.55 1.02 18.61 * 0.024 0.35 0.67 0.75 0.75 0.96 1.02 0.51 0.58 1.13 18.72 * 0.024 0.36 0.67 0.78 0.78 1.07 1.13 0.53 0.61 1.25 18.84 * 0.024 0.37 0.67 0.81 0.81 1.18 1.25 0.54 0.64 1.37 18. 96 * 0.024 0.38 0.67 0.85 0.85 1.29 1.37 0.56 0.67 1.48 19.07 * 0.024 0.39 0.67 0.87 0.87 1.40 1.48 0.58 0.69 1.62 19.21 * 0.024 0.40 0. 67 0.92 0.92 1.53 1.62 0.59 0.72 1.75 19.34 * 0.024 0.41 0. 67 0. 95 0. 95 1.65 1.75 0.61 0.75 1.90 19.49 * 0.024 0.41 0.67 1.00 1.00 1.79 1.90 0. 62 • 0.78 2.07 19.66 * 0.024 0.42 0.67 1.06 1.06 1.95 2.07 0. 64 0.80 2.32 19. 91 * 0.024 0.43 0. 67 1.21 1.21 2.20 2.32 0. 66 • • BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:6828-2.bwp 0 "PeNOTCO otJ 'PIPE s=i�rw(, MlA Surcharge condition at intermediate junctions Tailwater Elevation:16. 68 feet Discharge Range:0.18 to 1. 97 Step of 0.05 [cfs] Overflow Elevation:21. feet Weir:NONE Channel Width:2. feet PIPE NO. 1: 52 LF - 12"CMP @ 0.50% OUTLET: 16.68 INLET: 16. 94 INTYP: 5 JUNC NO. 1: OVERFLOW-EL: 20.10 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.13 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.18 0.28 17.22 * 0.024 0.18 0.25 0.00 0.18 0.25 0.28 0.23 0.23 0.32 17.26 * 0.024 0.20 0.28 0.00 0.20 0.28 0.32 0.27 0.28 0.36 17.30 * 0.024 0.22 0.31 0.00 0.22 0.31 0.36 0.30 0.33 0.39 17.33 * 0.024 0.24 0.34 0.00 0.24 0.34 0.39 0.32 0.38 0.42 17.36 * 0.024 0.26 0.37 0.00 0.26 0.37 0.42 0.35 0.43 0.45 17.39 * 0.024 0.28 0.39 0.00 0.28 0.39 0.45 0.38 0.48 0.48 17.42 * 0.024 0.29 0.41 0.00 0.29 0.41 0.48 0.40 0.53 0.51 17.45 * 0.024 0.31 0.44 0.00 0.31 0.44 0.51 0.43 0.58 0.54 17.48 * 0.024 0.32 0.46 0.00 0.32 0.46 0.54 0.45 0.63 0.56 17.50 * 0.024 0.34 0.48 0.00 0.34 0.48 0.56 0.47 • 0.68 0.59 17.53 * 0.024 0.35 0.50 0.00 0.35 0.50 0.59 0.49 0.73 0. 62 17.56 * 0.024 0.36 0.53 0.00 0.36 0.53 0. 62 0.52 0.78 0. 65 17.59 * 0.024 0.37 0.55 0.00 0.37 0.55 0. 65 0.54 0.83 0. 67 17. 61 * 0.024 0.39 0.57 0.00 0.39 0.57 0.67 0.56 0.88 0.70 17. 64 * 0.024 0.40 0.59 0.00 0.40 0.59 0.70 0.58 0.93 0.73 17. 67 * 0.024 0.41 0.61 0.00 0.41 0. 61 0.73 0.60 0.98 0.75 17. 69 * 0.024 0.42 0.63 0.00 0.42 0.63 0.75 0.63 1.03 0.78 17.72 * 0.024 0.43 0.65 0.00 0.43 0.65 0.78 0.65 1.08 0.81 17.75 * 0.024 0.44 0.68 0.00 0.44 0.68 0.81 0. 67 1.13 0.84 17.78 * 0.024 0.45 0.70 0.00 0.45 0.70 0.84 0. 69 1.18 0.87 17.81 * 0.024 0.46 0.72 0.00 0.46 0.72 0.87 0.71 1.23 0. 90 17.84 * 0.024 0.47 0.75 0.00 0.47 0.75 0. 90 0.73 1.28 0. 93 17.87 * 0.024 0.48 0.77 0.00 0.48 0.77 0.93 0.76 1.33 0. 97 17. 91 * 0.024 0.49 0.80 0.00 0.49 0.80 0.97 0.78 1.38 1.01 17. 95 * 0.024 0.50 0.84 0.00 0.50 0.84 1.01 0.80 1.43 1.06 18.00 * 0.024 0.51 0.88 0.00 0.51 0.88 1.06 0.82 1.48 1.28 18.22 * 0.024 0.52 1.00 0.00 0.52 1.10 1.28 0.84 1.53 1.31 18.25 * 0.024 0.53 1.00 0.00 0.53 1.12 1.31 0.87 1.58 1.34 18.28 * 0.024 0.54 1.00 0.00 0.54 1.14 1.34 0.89 1.63 1.38 18.32 * 0.024 0.55 1.00 0.00 0.55 1.17 1.38 0.91 1.68 1.42 18.36 * 0.024 0.56 1.00 0.00 0.56 1.19 1.42 0.94 1.73 1.48 18.42 * 0.024 0.56 1.00 0.00 0.56 1.24 1.48 0.96 1.78 1.51 18.45 * 0.024 0.57 1.00 0.00 0.57 1.26 1.51 0. 98 1.83 1.55 18.49 * 0.024 0.58 1.00 0.00 0.58 1.28 1.55 1.01 1.88 1.58 18.52 * 0.024 0.59 1.00 0.00 0.59 1.30 1.58 1.03 1. 93 1.63 18.57 * 0.024 0.60 1.00 0.00 0.60 1.33 1. 63 1.05 1.98 1.66 18.60 * 0.024 0.61 1.00 0.00 0.61 1.35 1. 66 1.08 PIPE NO. 2: 80 LF - 8"CMP @ 0.50% OUTLET: 16. 94 INLET: 17.34 INTYP: 5 JUNC NO. 2: OVERFLOW-EL: 20.10 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.35 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.16 0.30 17. 64 * 0.024 0.19 0.27 0.28 0.28 0.27 0.30 0.25 0.20 0.35 17. 69 * 0.024 0.21 0.31 0.32 0.32 0.31 0.35 0.29 0.25 0.39 17.73 * 0.024 0.23 0.35 0.36 0.36 0.35 0.39 0.32 0.29 0.44 17.78 * 0.024 0.26 0.39 0.39 0.39 0.39 0.44 0.35 0.34 0.48 17.82 * 0.024 0.27 0.43 0.42 0.42 0.43 0.48 0.38 0.38 0.52 17.86 * 0.024 0.29 0.47 0.45 0.45 0.46 0.52 0.41 0.42 0.56 17. 90 * 0.024 0.31 0.51 0.48 0.48 0.50 0.56 0.44 0.47 0.61 17. 95 * 0.024 0.33 0.56 0.51 0.51 0.55 0.61 0.47 0.51 0. 67 18.01 * 0.024 0.34 0.67 0.54 0.54 0. 61 0.67 0.50 0.56 0.81 18.15 * 0.024 0.36 0.67 0.56 0.56 0.74 0.81 0.53 0.60 0. 92 18.26 * 0.024 0.37 0.67 0.59 0.59 0.84 0. 92 0.55 0.65 1.06 18.40 * 0.024 0.38 0.67 0.62 0.62 0. 96 1.06 0.58 0.69 1.20 18.54 * 0.024 0.40 0.67 0. 65 0. 65 1.09 1.20 0. 61 0.73 1.41 18.75 * 0.024 0.41 0.67 0. 67 0. 67 1.28 1.41 0. 64 0.78 1.57 18. 91 * 0.024 0.42 0.67 0.70 0.70 1.43 1.57 0.67 0.82 1.75 19.09 * 0.024 0.43 0. 67 0.73 0.73 1.59 1.75 0.70 2,.U2 1.93 19.27 * 0.024 0.45 0. 67 0.75 0.75 1.76 1.93 0.72 0.91 2.12 19.46 * 0.024 0.46 0. 67 0.78 0.78 1. 93 2.12 0.75 0.96 2.33 19.67 * 0.024 0.47 0.67 0.81 0.81 2.12 2.33 0.78 1.00 2.54 19.88 * 0.024 0.48 0.67 0.84 0.84 2.31 2.54 0.81 **************** OVERFLOW ENCOUNTERED AT 1.04 CFS DISCHARGE *****************D K ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 1.04 2.76 20.10 * 0.024 0.49 0.67 0.87 0.87 2.50 2.76 0.84 . 1.09 2.99 20.33 * 0.024 0.50 0.67 0.90 0. 90 2.71 2. 99 0.88 1.13 3.22 20.56 * 0.024 0.51 0. 67 0. 93 0. 93 2.93 3.22 0. 91 1.18 3.47 20.81 * 0.024 0.52 0. 67 0. 97 0.97 3.15 3.47 0. 95 1.22 3.74 21.08 * 0.024 0.53 0. 67 1.01 1.01 3.40 3.74 0.99 1.27 4.02 21.36 * 0.024 0.54 0.67 1.06 1.06 3. 65 4 .02 1.03 1.31 4.48 21.82 * 0.024 0.55 0.67 1.28 1.28 4.08 4 .48 1.07 1.35 4.75 22.09 * 0.024 0.55 0.67 1.31 1.31 4.33 4.75 1. 12 1.40 5.04 22.38 * 0.024 0.56 0.67 1.34 1.34 4.59 5.04 1.16 1.44 5.35 22. 69 * 0.024 0.57 0.67 1.38 1.38 4.87 5.35 1.21 1.49 5.65 22. 99 * 0.024 0.58 0.67 1.42 1.42 5.14 5.65 1.26 1.53 6.00 23.34 * 0.024 0.58 0. 67 1.48 1.48 5.46 6.00 1.30 1.58 6.32 23.66 * 0.024 0.59 0. 67 1.51 1.51 5.75 6.32 1.35 1.62 6. 65 23.99 * 0.024 0.59 0. 67 1.55 1.55 6.05 6.65 1.41 1.66 6.99 24 .33 * 0.024 0.60 0.67 1.58 1.58 6.35 6. 99 1.46 1.71 7.35 24 .69 * 0.024 0.61 0.67 1.63 1.63 6.68 7.35 1.51 1.75 7.71 25.05 * 0.024 0.61 0.67 1.66 1. 66 7.00 7.71 1.57 PIPE NO. 3: 52 LF - 8"CMP @ 1.00% OUTLET: 17.34 INLET: 17.86 INTYP: 5 JUNC NO. 3: OVERFLOW-EL: 21.30 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: 2.33 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.12 0.24 18.10 * 0.024 0.16 0.20 0.30 0.30 0.20 0.24 0.21 0.15 0.27 18.13 * 0.024 0.18 0.22 0.35 0.35 0.22 0.27 0.24 0.18 0.31 18.17 * 0.024 0.20 0.25 0.39 0.39 0.25 0.31 0.27 0.22 0.33 18.19 * 0.024 0.22 0.27 0.44 0.44 0.27 0.33 0.29 • 0.25 0.36 18.22 * 0.024 0.24 0.29 0.48 0.48 0.29 0.36 0.32 0.28 0.39 18.25 * 0.024 0.25 0.31 0.52 0.52 0.31 0.39 0.34 .V Z5 YK fri-©w .ins Ps"pC %K Z S YR F1-Ow iN PXPF- 0.31 0.41 18.27 * 0.024 0.26 0.33 0.56 0.56 0.33 0.41 0.37 0.35 0.44 18.30 * 0.024 0.28 0.35 0.61 0.61 0.36 0.44 0.39 0.38 0.48 18.34 * 0.024 0.29 0.37 0. 67 0.67 0.41 0.48 0.41 0.41 0.57 18.43 * 0.024 0.30 0.39 0.81 0.81 0.51 0.57 0.43 0.45 0.68 18.54 * 0.024 0.32 0.41 0.92 0.92 0.63 0.68 0.45 0.48 0.87 18.73 * 0.024 0.33 0.43 1.06 1.06 0.82 0.87 0.47 0.51 1.06 18.92 * 0.024 0.34 0.45 1.20 1.20 1.00 1.06 0.50 0.54 1.32 19.18 * 0.024 0.35 0.47 1.41 1.41 1.25 1.32 0.52 0.58 1.54 19.40 * 0.024 0.36 0.49 1.57 1.57 1.46 1.54 0.54 ,YO.61 1.77 19.63 * 0.024 0.37 0.51 1.75 1.75 1. 68 1.77 0.56 0.64 2.01 19.87 * 0.024 0.38 0.54 1. 93 1.93 1. 91 2.01 0.58 0.68 2.26 20.12 * 0.024 0.39 0.57 2.12 2.12 2.16 2.26 0.60 0.71 2.54 20.40 * 0.024 0.40 0. 67 2.33 2.33 2.42 2.54 0. 62 0.74 2.81 20.67 * 0.024 0.41 0.67 2.54 2.54 2.69 2.81 0. 64 0.77 3.10 20.96 * 0.024 0.42 0.67 2.76 2.76 2. 96 3.10 0.66 0.81 3.41 21.27 * 0.024 0.43 0.67 2.99 2. 99 3.26 3.41 0.69 **************** OVERFLOW ENCOUNTERED AT 0.84 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 0.84 3.72 21.58 * 0.024 0.44 0.67 3.22 3.22 3.56 3.72 0.71 0.87 4.05 21.91 * 0.024 0.45 0. 67 3.47 3.47 3.88 4.05 0.73 0.90 4.41 22.27 * 0.024 0.46 0. 67 3.74 3.74 4.21 4.41 0.75 0. 94 4.77 22.63 * 0.024 0.46 0.67 4.02 4 .02 4.56 4.77 0.77 0.97 5.32 23.18 * 0.024 0.47 0.67 4.48 4.48 5.10 5.32 0.79 1.00 5. 69 23.55 * 0.024 0.48 0.67 4 .75 4.75 5.46 5.69 0.82 1.04 6.08 23. 94 * 0.024 0.49 0.67 5.04 5.04 5.82 6.08 0.84 1.07 6.48 24.34 * 0.024 0.50 0.67 5.35 5.35 6.22 6.48 0.86 1.10 6.89 24 .75 * 0.024 0.50 0.67 5.65 5.65 6. 61 6.89 0.89 1.13 7.34 25.20 * 0.024 0.51 0. 67 6.00 6.00 7.04 7.34 0.91 • 1.17 7.77 25.63 * 0.024 0.52 0.67 6.32 6.32 7.45 7.77 0. 95 1.20 8.22 26.08 * 0.024 0.52 0. 67 6.65 6.65 7.88 8.22 0. 98 1.23 8. 67 26.53 * 0.024 0.53 0.67 6.99 6. 99 8.32 8.67 1.01 1.27 9.15 27.01 * 0.024 0.54 0.67 7.35 7.35 8.77 9.15 1.04 1.30 9.63 27.49 * 0.024 0.54 0. 67 7.71 7.71 9.23 9.63 1.07 PIPE NO. 4: 90 LF - 6"CMP @ 1.00% OUTLET: 17.86 INLET: 18.76 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.04 0. 14 18. 90 * 0.024 0.10 0.12 0.24 0.24 0.12 0.14 0.12 0.05 0.16 18. 92 * 0.024 0.11 0.14 0.27 0.27 0.14 0.16 0.14 0.06 0.18 18. 94 * 0.024 0.12 0.15 0.31 0.31 0.15 0.18 0.15 0.06 0.19 18.95 * 0.024 0.13 0.16 0.33 0.33 0.16 0.19 0.17 0.07 0.21 18.97 * 0.024 0.14 0.17 0.36 0.36 0.17 0.21 0.18 0.08 0.23 18.99 * 0.024 0.15 0.19 0.39 0.39 0.19 0.23 0.19 0.09 0.24 19.00 * 0.024 0.16 0.20 0.41 0.41 0.20 0.24 0.21 0.10 0.25 19.01 * 0.024 0.16 0.21 0.44 0.44 0.21 0.25 0.22 0.11 0.26 19.02 * 0.024 0.17 0.22 0.48 0.48 0.22 0.26 0.23 0.12 0.28 19.04 * 0.024 0.18 0.23 0.57 0.57 0.23 0.28 0.24 0.13 0.29 19.05 * 0.024 0.19 0.24 0. 68 0.68 0.25 0.29 0.25 0.14 0.33 19.09 * 0.024 0.19 0.25 0.87 0.87 0.30 0.33 0.26 0.15 0.42 19.18 * 0.024 0.20 0.26 1.06 1.06 0.40 0.42 0.27 0.16 0.70 19.46 * 0.024 0.21 0.27 1.32 1.32 0.68 0.70 0.28 0.17 0. 95 19.71 * 0.024 0.21 0.28 1.54 1.54 0.93 0.95 0.29 ,lfQ.18 1.21 19.97 * 0.024 0.22 0.28 1.77 1.77 1.19 1.21 0.30 • 0.19 1.49 20.25 * 0.024 0.22 0.29 2.01 2.01 1.47 1.49 0.31 0.20 1.79 20.55 * 0.024 0.23 0.30 2.26 2.26 1.76 1.79 0.32 0.21 2.10 20.86 * 0.024 0.24 0.31 2.54 2.54 2.08 2.10 0.33 **************** OVERFLOW ENCOUNTERED AT 0.22 CFS DISCHARGE ***************** 0.22 2.43 21. 19 * 0.024 0.24 0.32 2.81 2.81 2.40 2.43 0.34 0.23 2.76 21.52 * 0.024 0.25 0.33 3.10 3.10 2.73 2.76 0.35 0.24 3.12 21.88 * 0.024 0.25 0.34 3.41 3.41 3.08 3.12 0.36 0.25 3.48 22.24 * 0.024 0.26 0.35 3.72 3.72 3.44 3.48 0.37 0.26 3.86 22. 62 * 0.024 0.26 0.36 4.05 4.05 3.82 3.86 0.38 0.27 4.27 23.03 * 0.024 0.27 0.37 4.41 4.41 4.22 4 .27 0.38 0.28 4 .69 23.45 * 0.024 0.27 0.39 4.77 4.77 4.64 4 .69 0.39 0.29 5.30 24.06 * 0.024 0.28 0.40 5.32 5.32 5.25 5.30 0.40 0.30 5.73 24.49 * 0.024 0.28 0.41 5.69 5.69 5.68 5.73 0.41 0.31 6.18 24.94 * 0.024 0.29 0.43 6.08 6.08 6.12 6.18 0.42 0.32 6.65 25.41 * 0.024 0.29 0.45 6.48 6.48 6.59 6.65 0.43 0.33 7.12 25.88 * 0.024 0.30 0.50 6.89 6.89 7.06 7.12 0.44 0.34 7. 64 26.40 * 0.024 0.30 0.50 7.34 7.34 7.57 7.64 0.45 0.35 8.14 26.90 * 0.024 0.31 0.50 7.77 7.77 8.07 8.14 0.46 0.36 8.66 27.42 * 0.024 0.31 0.50 8.22 8.22 8.58 8.66 0.46 0.37 9.19 27. 95 * 0.024 0.31 0.50 8.67 8.67 9.11 9.19 0.47 0.38 9.74 28.50 * 0.024 0.32 0.50 9.15 9.15 9.66 9.74 0.48 0.39 10.30 29.06 * 0.024 0.32 0.50 9.63 9.63 10.21 10.30 0.49 • BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:6828-3.bwp At AS 3>f-' N OTc:D ON :Prp r ST��nJCr �-i✓�/� Surcharge condition at intermediate junctions Tailwater Elevation:16. 68 feet Discharge Range:0.07 to 1.97 Step of 0.05 [cfs] Overflow Elevation:21.5 feet Weir:NONE Channel Width:2. feet PIPE NO. 1: 52 LF - 1211CMP @ 0.50% OUTLET: 16.68 INLET: 16.94 INTYP: 5 JUNC NO. 1: OVERFLOW-EL: 20.10 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: 3.02 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.07 0.18 17.12 * 0.024 0. 11 0.16 0.00 0.11 0.16 0.18 0.14 0.12 0.23 17.17 * 0.024 0.15 0.21 0.00 0.15 0.21 0.23 0.19 0.17 0.27 17.21 * 0.024 0.17 0.24 0.00 0.17 0.24 0.27 0.23 0.22 0.32 17.26 * 0.024 0.20 0.28 0.00 0.20 0.28 0.32 0.26 0.27 0.35 17.29 * 0.024 0.22 0.31 0.00 0.22 0.31 0.35 0.29 0.32 0.38 17.32 * 0.024 0.24 0.33 0.00 0.24 0.33 0.38 0.32 0.37 0.41 17.35 * 0.024 0.26 0.36 0.00 0.26 0.36 0.41 0.34 0.42 0.44 17.38 * 0.024 0.27 0.39 0.00 0.27 0.39 0.44 0.37 0.47 0.47 17.41 * 0.024 0.29 0.41 0.00 0.29 0.41 0.47 0.39 0.52 0.49 17.43 * 0.024 0.30 0.43 0.00 0.30 0.43 0.49 0.41 0.57 0.52 17.46 * 0.024 0.32 0.46 0.00 0.32 0.46 0.52 0.43 0.62 0.55 17.49 * 0.024 0.33 0.48 0.00 0.33 0.48 0.55 0.45 0.67 0.57 17.51 * 0.024 0.35 0.50 0.00 0.35 0.50 0.57 0.48 0.72 0. 60 17.54 * 0.024 0.36 0.52 0.00 0.36 0.52 0.60 0.50 0.77 0.62 17.56 * 0.024 0.37 0.54 0.00 0.37 0.54 0.62 0.52 0.82 0.64 17.58 * 0.024 0.38 0.56 0.00 0.38 0.56 0.64 0.53 0.87 0. 67 17. 61 * 0.024 0.40 0.59 0.00 0.40 0.59 0.67 0.55 0.92 0.70 17. 64 * 0.024 0.41 0. 61 0.00 0.41 0.61 0.70 0.57 0. 97 0.72 17. 66 * 0.024 0.42 0. 63 0.00 0.42 0.63 0.72 0.59 1.02 0.74 17. 68 * 0.024 0.43 0. 65 0.00 0.43 0.65 0.74 0.61 1.07 0.77 17.71 * 0.024 0.44 0.67 0.00 0.44 0.67 0.77 0.63 1.12 0.79 17.73 * 0.024 0.45 0.69 0.00 0.45 0.69 0.79 0.65 1.17 0.82 17.76 * 0.024 0.46 0.72 0.00 0.46 0.72 0.82 0.66 1.22 0.84 17.78 * 0.024 0.47 0.74 0.00 0.47 0.74 0.84 0.68 1.27 0.88 17.82 * 0.024 0.48 0.77 0.00 0.48 0.77 0.88 0.70 1.32 0. 91 17.85 * 0.024 0.49 0.80 0.00 0.49 0.80 0.91 0.72 1.37 0. 94 17.88 * 0.024 0.50 0.83 0.00 0.50 0.83 0.94 0.74 1.42 0. 98 17. 92 * 0.024 0.51 0.87 0.00 0.51 0.87 0.98 0.75 1.47 1.19 18.13 * 0.024 0.52 1.00 0.00 0.52 1.09 1. 19 0.77 1.52 1.22 18.16 * 0.024 0.53 1.00 0.00 0.53 1.11 1.22 0.79 1.57 1.25 18.19 * 0.024 0.54 1.00 0.00 0.54 1.13 1.25 0.81 1.62 1.28 18.22 * 0.024 0.55 1.00 0.00 0.55 1.15 1.28 0.82 1.67 1.34 18.28 * 0.024 0.55 1.00 0.00 0.55 1.21 1.34 0.84 1.72 1.37 18.31 * 0.024 0.56 1.00 0.00 0.56 1.23 1.37 0.86 1.77 1.40 18.34 * 0.024 0.57 1.00 0.00 0.57 1.25 1.40 0.88 1.82 1.43 18.37 * 0.024 0.58 1.00 0.00 0.58 1.27 1.43 0.89 1.87 1.46 18.40 * 0.024 0.59 1.00 0.00 0.59 1.29 1.46 0.91 1. 92 1.50 18.44 * 0.024 0.60 1.00 0.00 0. 60 1.32 1.50 0. 93 1. 97 1.56 18.50 * 0.024 0.60 1.00 0.00 0. 60 1.37 1.56 0. 95 2.02 1.59 18.53 * 0.024 0.61 1.00 0.00 0.61 1.39 1.59 0.97 • PIPE NO. 2: 43 LF - 8"CMP @ 0.51% OUTLET: 16. 94 INLET: 17.16 INTYP: 5 JUNC NO. 2: OVERFLOW-EL: 20.10 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: 1.22 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.02 0.10 17.26 * 0.024 0.06 0.09 0.18 0.18 0.09 0. 10 0.08 0.03 0.13 17.29 * 0.024 0.08 0.12 0.23 0.23 0.12 0.13 0.10 0.04 0.16 17.32 * 0.024 0.10 0.14 0.27 0.27 0.15 0.16 0.12 0.05 0.18 17.34 * 0.024 0.11 0.16 0.32 0.32 0.17 0.18 0.14 0.07 0.21 17.37 * 0.024 0.12 0.18 0.35 0.35 0.20 0.21 0.16 0.08 0.24 17.40 * 0.024 0.13 0.19 0.38 0.38 0.22 0.24 0.17 0.09 0.26 17.42 * 0.024 0.14 0.21 0.41 0.41 0.25 0.26 0.19 0.10 0.29 17.45 * 0.024 0.15 0.22 0.44 0.44 0.28 0.29 0.20 0.12 0.31 17.47 * 0.024 0.16 0.23 0.47 0.47 0.30 0.31 0.21 0.13 0.34 17.50 * 0.024 0.17 0.24 0.49 0.49 0.32 0.34 0.22 0.14 0.37 17.53 * 0.024 0.18 0.26 0.52 0.52 0.35 0.37 0.24 0.15 0.39 17.55 * 0.024 0.18 0.27 0.55 0.55 0.37 0.39 0.25 0.17 0.42 17.58 * 0.024 0.19 0.28 0.57 0.57 0.40 0.42 0.26 0.18 0.44 17. 60 * 0.024 0.20 0.29 0.60 0. 60 0.42 0.44 0.27 0.19 0.47 17. 63 * 0.024 0.21 0.30 0.62 0. 62 0.45 0.47 0.28 0.20 0.49 17. 65 * 0.024 0.21 0.31 0.64 0. 64 0.47 0.49 0.29 0.22 0.53 17. 69 * 0.024 0.22 0.32 0.67 0.67 0.51 0.53 0.30 0.23 0.55 17.71 * 0.024 0.23 0.33 0.70 0.70 0.53 0.55 0.31 0.24 0.58 17.74 * 0.024 0.23 0.34 0.72 0.72 0.56 0.58 0.32 0.25 0.61 17.77 * 0.024 0.24 0.35 0.74 0.74 0.59 0. 61 0.33 0.27 0.64 17.80 * 0.024 0.24 0.37 0.77 0.77 0.62 0. 64 0.34 0.28 0.67 17.83 * 0.024 0.25 0.38 0.79 0.79 0.65 0. 67 0.34 0.29 0.71 17.87 * 0.024 0.25 0.39 0.82 0.82 0.69 0.71 0.35 0.30 0.74 17.90 * 0.024 0.26 0.40 0.84 0.84 0.72 0.74 0.36 0.32 0.78 17.94 * 0.024 0.27 0.41 0.88 0.88 0.76 0.78 0.37 0.33 0.82 17. 98 * 0.024 0.27 0.42 0.91 0. 91 0.80 0.82 0.38 0.34 0.87 18.03 * 0.024 0.28 0.43 0.94 0. 94 0.84 0.87 0.39 0.35 0.92 18.08 * 0.024 0.28 0.44 0.98 0.98 0.89 0.92 0.40 0.37 1.14 18.30 * 0.024 0.29 0.45 1.19 1.19 1.11 1.14 0.41 0.38 1.18 18.34 * 0.024 0.29 0.46 1.22 1.22 1.14 1.18 0.42 0.39 1.22 18.38 * 0.024 0.30 0.47 1.25 1.25 1.18 1.22 0.42 0.40 1.26 18.42 * 0.024 0.30 0.48 1.28 1.28 1.22 1.26 0.43 0.42 1.34 18.50 * 0.024 0.31 0.49 1.34 1.34 1.30 1.34 0.44 0.43 1.39 18.55 * 0.024 0.31 0.51 1.37 1.37 1.34 1.39 0.45 0.44 1.43 18.59 * 0.024 0.31 0.52 1.40 1.40 1.38 1.43 0.46 0.45 1.47 18. 63 * 0.024 0.32 0.53 1.43 1.43 1.41 1.47 0.47 0.47 1.51 18. 67 * 0.024 0.32 0.55 1.46 1.46 1.46 1.51 0.48 0.48 1.57 18.73 * 0.024 0.33 0.56 1.50 1.50 1.51 1.57 0.48 0.49 1.64 18.80 * 0.024 0.33 0.58 1.56 1.56 1.58 1.64 0.49 0.50 1.69 18.85 * 0.024 0.34 0. 62 1.59 1.59 1. 62 1.69 0.50 PIPE NO. 3: 60 LF - 6"CMP @ 1.00% OUTLET: 17.16 INLET: 17.76 INTYP: 5 JUNC NO. 3: OVERFLOW-EL: 21.50 BEND: 90 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.57 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.01 0.07 17.83 * 0.024 0.05 0.06 0.10 0.10 0.06 0.07 0.06 • 0.01 0.09 17.85 * 0.024 0.06 0.08 0.13 0.13 0.08 0.09 0.07 0.02 0.10 17.86 * 0.024 0.07 0.09 0.16 0.16 0.09 0.10 0.09 0.02 0.12 17.88 * 0.024 0.08 0.10 0.18 0.18 0.10 0.12 0.10 • 0.03 0.13 17.89 * 0.024 0.09 0.11 0.21 0.21 0.11 0.13 0. 11 0.04 0.14 17.90 * 0.024 0.10 0.12 0.24 0.24 0.12 0.14 0.12 0.04 0.15 17.91 * 0.024 0.10 0.13 0.26 0.26 0.13 0.15 0.13 0.05 0.17 17.93 * 0.024 0.11 0.14 0.29 0.29 0.14 0.17 0.14 0.05 0.18 17.94 * 0.024 0.12 0.15 0.31 0.31 0.15 0.18 0.15 0.06 0.18 17.94 * 0.024 0.12 0.15 0.34 0.34 0.15 0.18 0.16 0.06 0.19 17.95 * 0.024 0.13 0.16 0.37 0.37 0.16 0.19 0.17 0.07 0.20 17.96 * 0.024 0.13 0.17 0.39 0.39 0.17 0.20 0.17 0.08 0.21 17.97 * 0.024 0.14 0.17 0.42 0.42 0.17 0.21 0. 18 0.08 0.22 17.98 * 0.024 0.14 0.18 0.44 0.44 0.18 0.22 0. 19 0.09 0.23 17.99 * 0.024 0.15 0.19 0.47 0.47 0.19 0.23 0.20 0.09 0.23 17.99 * 0.024 0.15 0.19 0.49 0.49 0.19 0.23 0.20 0.10 0.25 18.01 * 0.024 0.16 0.20 0.53 0.53 0.21 0.25 0.21 0.10 0.26 18.02 * 0.024 0.16 0.21 0.55 0.55 0.22 0.26 0.22 0.11 0.27 18.03 * 0.024 0.17 0.21 0.58 0.58 0.23 0.27 0.22 0.11 0.28 18.04 * 0.024 0.17 0.22 0.61 0.61 0.24 0.28 0.23 0.12 0.29 18.05 * 0.024 0.18 0.22 0.64 0.64 0.26 0.29 0.24 0.13 0.30 18.06 * 0.024 0.18 0.23 0.67 0. 67 0.27 0.30 0.24 0.13 0.33 18.09 * 0.024 0.18 0.23 0.71 0.71 0.30 0.33 0.25 0.14 0.35 18.11 * 0.024 0.19 0.24 0.74 0.74 0.32 0.35 0.26 0.14 0.37 18.13 * 0.024 0.19 0.25 0.78 0.78 0.35 0.37 0.26 0.15 0.40 18.16 * 0.024 0.20 0.25 0.82 0.82 0.38 0.40 0.27 0.15 0.44 18.20 * 0.024 0.20 0.26 0.87 0.87 0.42 0.44 0.27 0.16 0.50 18.26 * 0.024 0.20 0.26 0.92 0.92 0.48 0.50 0.28 0.16 0.75 18.51 * 0.024 0.21 0.27 1.14 1.14 0.73 0.75 0.29 0.17 0.79 18.55 * 0.024 0.21 0.27 1.18 1.18 0.77 0.79 0.29 0.18 0.85 18. 61 * 0.024 0.21 0.28 1.22 1.22 0.82 0.85 0.30 • 0.18 0.90 18. 66 * 0.024 0.22 0.28 1.26 1.26 0.88 0.90 0.30 0.19 1.00 18.76 * 0.024 0.22 0.29 1.34 1.34 0.97 1.00 0.31 0.19 1.05 18.81 * 0.024 0.22 0.29 1.39 1.39 1.03 1.05 0.31 0.20 1.11 18.87 * 0.024 0.23 0.30 1.43 1.43 1.08 1.11 0.32 0.20 1.17 18. 93 * 0.024 0.23 0.30 1.47 1.47 1.14 1. 17 0.33 0.21 1.23 18.99 * 0.024 0.23 0.31 1.51 1.51 1.20 1.23 0.33 0.22 1.30 19.06 * 0.024 0.24 0.32 1.57 1.57 1.27 1.30 0.34 0.22 1.39 19.15 * 0.024 0.24 0.32 1.64 1.64 1.36 1.39 0.34 0.23 1.46 19.22 * 0.024 0.24 0.33 1.69 1.69 1.42 1.46 0.35 PIPE NO. 4: 100 LF - 6"CMP @ 1.00% OUTLET: 17.76 INLET: 18.76 INTYP: 5 JUNC NO. 4 : OVERFLOW-EL: 21.50 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: 1.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.00 0.06 18.82 * 0.024 0.04 0.05 0.07 0.07 0.05 0.06 0.04 0.01 0.07 18.83 * 0.024 0.05 0.06 0.09 0.09 0.06 0.07 0.06 0.01 0.08 18.84 * 0.024 0.06 0.07 0.10 0.10 0.07 0.08 0.07 0.02 0.09 18.85 * 0.024 0.07 0.08 0.12 0.12 0.08 0.09 0.08 0.02 0.11 18.87 * 0.024 0.07 0.09 0.13 0.13 0.09 0.11 0.09 0.02 0.12 18.88 * 0.024 0.08 0.10 0.14 0.14 0.10 0.12 0.10 0.03 0.12 18.88 * 0.024 0.08 0.10 0.15 0.15 0.10 0.12 0.10 0.03 0.13 18.89 * 0.024 0.09 0.11 0.17 0.17 0.11 0.13 0.11 0.03 0. 14 18. 90 * 0.024 0.09 0.12 0.18 0.18 0.12 0.14 0.12 0.04 0. 14 18. 90 * 0.024 0.10 0.12 0.18 0.18 0.12 0.14 0.13 0.04 0.15 18.91 * 0.024 0.10 0.13 0.19 0.19 0.13 0.15 0.13 • 0.04 0.16 18.92 * 0.024 0.11 0.13 0.20 0.20 0.13 0.16 0.14 0.05 0.17 18.93 * 0.024 0.11 0.14 0.21 0.21 0.14 0.17 0.14 0.05 0.17 18.93 * 0.024 0.12 0.14 0.22 0.22 0.14 0.17 0.15 • 0.05 0.18 18.94 * 0.024 0.12 0.15 0.23 0.23 0.15 0.18 0.15 0.06 0.18 18.94 * 0.024 0.12 0.15 0.23 0.23 0.15 0.18 0.16 0.06 0.19 18.95 * 0.024 0.13 0.16 0.25 0.25 0.16 0.19 0.17 0.07 0.19 18.95 * 0.024 0.13 0.16 0.26 0.26 0.16 0.19 0.17 0.07 0.20 18.96 * 0.024 0.13 0.17 0.27 0.27 0.17 0.20 0.17 0.07 0.21 18.97 * 0.024 0.14 0.17 0.28 0.28 0.17 0.21 0.18 0.08 0.21 18.97 * 0.024 0.14 0.18 0.29 0.29 0.18 0.21 0.18 0.08 0.22 18.98 * 0.024 0.14 0.18 0.30 0.30 0.18 0.22 0.19 0.08 0.22 18.98 * 0.024 0.15 0.18 0.33 0.33 0.18 0.22 0.19 0.09 0.23 18.99 * 0.024 0.15 0.19 0.35 0.35 0.19 0.23 0.20 0.09 0.23 18.99 * 0.024 0.15 0.19 0.37 0.37 0.19 0.23 0.20 0.09 0.24 19.00 * 0.024 0.16 0.20 0.40 0.40 0.20 0.24 0.21 0.10 0.24 19.00 * 0.024 0.16 0.20 0.44 0.44 0.20 0.24 0.21 0.10 0.25 19.01 * 0.024 0.16 0.20 0.50 0.50 0.20 0.25 0.22 0.10 0.26 19.02 * 0.024 0.17 0.21 0.75 0.75 0.22 0.26 0.22 0.11 0.27 19.03 * 0.024 0.17 0.21 0.79 0.79 0.23 0.27 0.22 0.11 0.27 19.03 * 0.024 0.17 0.22 0.85 0.85 0.24 0.27 0.23 0.12 0.28 19.04 * 0.024 0.17 0.22 0. 90 0.90 0.25 0.28 0.23 0.12 0.31 19.07 * 0.024 0.18 0.22 1.00 1.00 0.28 0.31 0.24 0.12 0.33 19.09 * 0.024 0.18 0.23 1.05 1.05 0.31 0.33 0.24 0.13 0.36 19.12 * 0.024 0.18 0.23 1.11 1.11 0.34 0.36 0.24 0.13 0.40 19.16 * 0.024 0. 18 0.23 1.17 1.17 0.38 0.40 0.25 0.13 0.43 19.19 * 0.024 0.19 0.24 1.23 1.23 0.42 0.43 0.25 0.14 0.52 19.28 * 0.024 0.19 0.24 1.30 1.30 0.51 0.52 0.26 0.14 0.62 19.38 * 0.024 0.19 0.24 1.39 1.39 0.61 0. 62 0.26 0.14 0.70 19.46 * 0.024 0.19 0.25 1.46 1.46 0.68 0.70 0.26 • PIPE NO. 5: 87 LF - 6"CMP @ 1.15% OUTLET: 18.76 INLET: 19.76 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.00 0.04 19.80 * 0.024 0.03 0.04 0.06 0.06 0.04 0.04 0.03 0.00 0.05 19.81 * 0.024 0.04 0.05 0.07 0.07 0.05 0.05 0.04 0.01 0.06 19.82 * 0.024 0.04 0.05 0.08 0.08 0.05 0.06 0.05 0.01 0.07 19.83 * 0.024 0.05 0.06 0.09 0.09 0.06 0.07 0.06 0.01 0.07 19.83 * 0.024 0.05 0.06 0.11 0.11 0.06 0.07 0.06 0.01 0.08 19.84 * 0.024 0.06 0.07 0.12 0.12 0.07 0.08 0.07 0.01 0.08 19.84 * 0.024 0.06 0.07 0.12 0.12 0.07 0.08 0.07 0.01 0.09 19.85 * 0.024 0.06 0.08 0.13 0.13 0.08 0.09 0.08 0.02 0.10 19.86 * 0.024 0.07 0.08 0.14 0.14 0.08 0.10 0.08 0.02 0.10 19.86 * 0.024 0.07 0.09 0.14 0.14 0.09 0.10 0.09 0.02 0.11 19.87 * 0.024 0.07 0.09 0.15 0.15 0.09 0.11 0.09 0.02 0.11 19.87 * 0.024 0.08 0.09 0.16 0.16 0.09 0.11 0.10 0.02 0.12 19.88 * 0.024 0.08 0.10 0.17 0.17 0.10 0.12 0.10 0.03 0.12 19.88 * 0.024 0.08 0.10 0.17 0.17 0.10 0.12 0.10 0.03 0. 12 19.88 * 0.024 0.09 0.10 0.18 0.18 0.10 0.12 0.11 0.03 0. 13 19.89 * 0.024 0.09 0.11 0.18 0.18 0. 11 0.13 0.11 0.03 0.13 19.89 * 0.024 0.09 0.11 0.19 0.19 0.11 0.13 0.11 0.03 0.13 19.89 * 0.024 0.09 0.11 0.19 0.19 0.11 0.13 0.12 0.03 0. 14 19.90 * 0.024 0.10 0.12 0.20 0.20 0. 12 0.14 0.12 0.04 0.14 19.90 * 0.024 0.10 0.12 0.21 0.21 0. 12 0.14 0.12 0.04 0.15 19.91 * 0.024 0.10 0.12 0.21 0.21 0. 12 0.15 0.13 0.04 0.15 19.91 * 0.024 0.10 0.12 0.22 0.22 0.12 0.15 0.13 • 0.04 0.15 19.91 * 0.024 0.10 0.13 0.22 0.22 0.13 0.15 0.13 0.04 0.16 19.92 * 0.024 0.11 0.13 0.23 0.23 0.13 0.16 0.14 0.05 0.16 19.92 * 0.024 0.11 0.13 0.23 0.23 0.13 0.16 0.14 • 0.05 0.16 19. 92 * 0.024 0.11 0.13 0.24 0.24 0.13 0. 16 0.14 0.05 0. 17 19. 93 * 0.024 0.11 0.14 0.24 0.24 0.14 0.17 0.14 0.05 0.17 19. 93 * 0.024 0.12 0.14 0.25 0.25 0.14 0.17 0.15 0.05 0.17 19.93 * 0.024 0.12 0.14 0.26 0.26 0.14 0.17 0.15 0.05 0.17 19.93 * 0.024 0.12 0.14 0.27 0.27 0.14 0.17 0.15 0.06 0.18 19.94 * 0.024 0.12 0.15 0.27 0.27 0.15 0.18 0.15 0.06 0.18 19.94 * 0.024 0.12 0.15 0.28 0.28 0.15 0.18 0.16 0.06 0.18 19.94 * 0.024 0.12 0.15 0.31 0.31 0.15 0.18 0.16 0.06 0. 19 19.95 * 0.024 0.13 0.15 0.33 0.33 0.15 0.19 0.16 0.06 0.19 19. 95 * 0.024 0.13 0.15 0.36 0.36 0.15 0.19 0.17 0.06 0.19 19.95 * 0.024 0.13 0.16 0.40 0.40 0.16 0.19 0.17 0.07 0.19 19. 95 * 0.024 0. 13 0.16 0.43 0.43 0.16 0.19 0.17 0.07 0.20 19.96 * 0.024 0.13 0.16 0.52 0.52 0.16 0.20 0.17 0.07 0.20 19.96 * 0.024 0.14 0.16 0. 62 0. 62 0.16 0.20 0.18 0.07 0.20 19.96 * 0.024 0.14 0.16 0.70 0.70 0.17 0.20 0.18 • • BACKWATER COMPUTER PROGRAM FOR PIPES Pipe data from file:6828-4.bwp Surcharge condition at intermediate junctions Tailwater Elevation:14.12 feet Discharge Range:0.18 to 3.95 Step of 0.05 [cfs] Overflow Elevation:21. feet Weir:NONE Channel Width:2. feet PIPE NO. 1: 30 LF - 2411CMP @ 1.30% OUTLET: 14 .76 INLET: 15.15 INTYP: 5 JUNC NO. 1: OVERFLOW-EL: 21.20 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.00 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.18 0.21 15.36 * 0.024 0.15 0.16 0.00 0.15 0.16 0.21 0.18 0.23 0.24 15.39 * 0.024 0.17 0.18 0.00 0.17 0.18 0.24 0.21 0.28 0.27 15.42 * 0.024 0.19 0.20 0.00 0.19 0.20 0.27 0.23 0.33 0.29 15.44 * 0.024 0.20 0.22 0.00 0.20 0.22 0.29 0.25 0.38 0.31 15.46 * 0.024 0.22 0.23 0.00 0.22 0.23 0.31 0.27 0.43 0.33 15.48 * 0.024 0.23 0.25 0.00 0.23 0.25 0.33 0.29 0.48 0.35 15.50 * 0.024 0.24 0.26 0.00 0.24 0.26 0.35 0.31 0.53 0.37 15.52 * 0.024 0.25 0.27 0.00 0.25 0.27 0.37 0.32 0.58 0.39 15.54 * 0.024 0.27 0.28 0.00 0.27 0.28 0.39 0.34 0.63 0.41 15.56 * 0.024 0.28 0.29 0.00 0.28 0.29 0.41 0.35 0.68 0.42 15.57 * 0.024 0.29 0.31 0.00 0.29 0.31 0.42 0.37 • 0.73 0.44 15.59 * 0.024 0.30 0.32 0.00 0.30 0.32 0.44 0.38 0.78 0.45 15. 60 * 0.024 0.31 0.33 0.00 0.31 0.33 0.45 0.40 0.83 0.47 15.62 * 0.024 0.32 0.34 0.00 0.32 0.34 0.47 0.41 0.88 0.48 15.63 * 0.024 0.33 0.35 0.00 0.33 0.35 0.48 0.42 0. 93 0.50 15.65 * 0.024 0.34 0.35 0.00 0.34 0.35 0.50 0.44 0. 98 0.51 15. 66 * 0.024 0.35 0.36 0.00 0.35 0.36 0.51 0.45 1.03 0.53 15. 68 * 0.024 0.35 0.37 0.00 0.35 0.37 0.53 0.46 1.08 0.54 15.69 * 0.024 0.36 0.38 0.00 0.36 0.38 0.54 0.47 1.13 0.55 15.70 * 0.024 0.37 0.39 0.00 0.37 0.39 0.55 0.48 1.18 0.56 15.71 * 0.024 0.38 0.40 0.00 0.38 0.40 0.56 0.49 1.23 0.58 15.73 * 0.024 0.39 0.41 0.00 0.39 0.41 0.58 0.51 1.28 0.59 15.74 * 0.024 0.40 0.41 0.00 0.40 0.41 0.59 0.52 1.33 0.60 15.75 * 0.024 0.40 0.42 0.00 0.40 0.42 0. 60 0.53 1.38 0. 61 15.76 * 0.024 0.41 0.43 0.00 0.41 0.43 0.61 0.54 1.43 0. 62 15.77 * 0.024 0.42 0.44 0.00 0.42 0.44 0.62 0.55 1.48 0. 64 15.79 * 0.024 0.43 0.44 0.00 0.43 0.44 0. 64 0.56 1.53 0. 65 15.80 * 0.024 0.43 0.45 0.00 0.43 0.45 0. 65 0.57 1.58 0.66 15.81 * 0.024 0.44 0.46 0.00 0.44 0.46 0. 66 0.58 1.63 0. 67 15.82 * 0.024 0.45 0.47 0.00 0.45 0.47 0.67 0.59 1. 68 0. 68, 15.83 * 0.024 0.45 0.47 0.00 0.45 0.47 0.68 0.60 1.73 0. 69 15.84 * 0.024 0.46 0.48 0.00 0.46 0.48 0.69 0.61 1.78 0.70 15.85 * 0.024 0.47 0.49 0.00 0.47 0.49 0.70 0.62 1.83 0.71 15.86 * 0.024 0.47 0.49 0.00 0.47 0.49 0.71 0.63 1.88 0.72 15.87 * 0.024 0.48 0.50 0.00 0.48 0.50 0.72 0.64 1. 93 0.73 15.88 * 0.024 0.49 0.51 0.00 0.49 0.51 0.73 0.65 1.98 0.74 15.89 * 0.024 0.49 0.51 0.00 0.49 0.51 0.74 0.65 2.03 0.75 15.90 * 0.024 0.50 0.52 0.00 0.50 0.52 0.75 0.66 2.08 0.76 15.91 * 0.024 0.51 0.53 0.00 0.51 0.53 0.76 0.67 2.13 0.77 15. 92 * 0.024 0.51 0.53 0.00 0.51 0.53 0.77 0.68 2.18 0.78 15. 93 * 0.024 0.52 0.54 0.00 0.52 0.54 0.78 0.69 2.23 0.79 15.94 * 0.024 0.52 0.55 0.00 0.52 0.55 0.79 0.70 2.28 0.80 15.95 * 0.024 0.53 0.55 0.00 0.53 0.55 0.80 0.71 2.33 0.81 15. 96 * 0.024 0.54 0.56 0.00 0.54 0.56 0.81 0.72 2.38 0.82 15.97 * 0.024 0.54 0.56 0.00 0.54 0.56 0.82 0.72 2.43 0.83 15. 98 * 0.024 0.55 0.57 0.00 0.55 0.57 0.83 0.73 2.48 0.83 15. 98 * 0.024 0.55 0.58 0.00 0.55 0.58 0.83 0.74 2.53 0.84 15.99 * 0.024 0.56 0.58 0.00 0.56 0.58 0.84 0.75 2.58 0.85 16.00 * 0.024 0.56 0.59 0.00 0.56 0.59 0.85 0.76 2.63 0.86 16.01 * 0.024 0.57 0.59 0.00 0.57 0.59 0.86 0.76 2.68 0.87 16.02 * 0.024 0.58 0.60 0.00 0.58 0. 60 0.87 0.77 2.73 0.88 16.03 * 0.024 0.58 0. 60 0.00 0.58 0. 60 0.88 0.78 2.78 0.89 16.04 * 0.024 0.59 0. 61 0.00 0.59 0.61 0.89 0.79 2.83 0. 90 16.05 * 0.024 0.59 0. 62 0.00 0.59 0. 62 0. 90 0.80 2.88 0. 91 16.06 * 0.024 0.60 0. 62 0.00 0. 60 0. 62 0.91 0.80 2.93 0.91 16.06 * 0.024 0. 60 0. 63 0.00 0. 60 0. 63 0. 91 0.81 2.98 0.92 16.07 * 0.024 0.61 0. 63 0.00 0.61 0.63 0.92 0.82 3.03 0.93 16.08 * 0.024 0.61 0. 64 0.00 0.61 0.64 0.93 0.83 3.08 0.94 16.09 * 0.024 0.62 0.64 0.00 0.62 0.64 0.94 0.84 3. 13 0.95 16.10 * 0.024 0.62 0.65 0.00 0.62 0.65 0.95 0.84 3.18 0.96 16.11 * 0.024 0.63 0.65 0.00 0.63 0.65 0.96 0.85 3.23 0. 96 16.11 * 0.024 0.63 0.66 0.00 0.63 0.66 0. 96 0.86 3.28 0. 97 16.12 * 0.024 0.64 0. 66 0.00 0.64 0.66 0. 97 0.87 3.33 0. 98 16.13 * 0.024 0.64 0. 67 0.00 0.64 0. 67 0. 98 0.87 3.38 0.99 16.14 * 0.024 0.65 0. 67 0.00 0. 65 0.67 0.99 0.88 3.43 1.00 16.15 * 0.024 0.65 0. 68 0.00 0.65 0. 68 1.00 0.89 3.48 1.00 16.15 * 0.024 0.66 0. 69 0.00 0.66 0.69 1.00 0.90 3.53 1.01 16.16 * 0.024 0. 66 0. 69 0.00 0. 66 0.69 1.01 0. 90 • 3.58 1.02 16.17 * 0.024 0. 67 0.70 0.00 0.67 0.70 1.02 0. 91 3.63 1.03 16.18 * 0.024 0.67 0.70 0.00 0.67 0.70 1.03 0.92 3. 68 1.03 16.18 * 0.024 0.68 0.71 0.00 0.68 0.71 1.03 0.92 3.73 1.04 16. 19 * 0.024 0.68 0.71 0.00 0. 68 0.71 1.04 0.93 3.78 1.05 16.20 * 0.024 0.69 0.72 0.00 0. 69 0.72 1.05 0.94 3.83 1.06 16.21 * 0.024 0.69 0.72 0.00 0. 69 0.72 1.06 0.95 3.88 1.06 16.21 * 0.024 0.70 0.73 0.00 0.70 0.73 1.06 0. 95 3.93 1.07 16.22 * 0.024 0.70 0.73 0.00 0.70 0.73 1.07 0. 96 3.98 1.08 16.23 * 0.024 0.70 0.74 0.00 0.70 0.74 1.08 0.97 PIPE NO. 2: 50 LF - 24"CMP @ 1.28% OUTLET: 15.15 INLET: 15.79 INTYP: 5 JUNC NO. 2: OVERFLOW-EL: 21.01 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.67 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.18 0.21 16.00 * 0.024 0.15 0.16 0.21 0.21 0.16 0.21 0.18 0.23 0.24 16.03 * 0.024 0.17 0.18 0.24 0.24 0.18 0.24 0.21 0.28 0.27 16.06 * 0.024 0.19 0.20 0.27 0.27 0.20 0.27 0.23 0.33 0.29 16.08 * 0.024 0.20 0.22 0.29 0.29 0.22 0.29 0.25 0.38 0.31 16.10 * 0.024 0.22 0.23 0.31 0.31 0.23 0.31 0.27 0.43 0.33 16.12 * 0.024 0.23 0.25 0.33 0.33 0.25 0.33 0.29 0.48 0.35 16.14 * 0.024 0.24 0.26 0.35 0.35 0.26 0.35 0.31 0.53 0.37 16.16 * 0.024 0.25 0.27 0.37 0.37 0.27 0.37 0.32 0.58 0.39 16. 18 * 0.024 0.27 0.28 0.39 0.39 0.28 0.39 0.34 0. 63 0.41 16.20 * 0.024 0.28 0.30 0.41 0.41 0.30 0.41 0.35 0. 68 0.42 16.21 * 0.024 0.29 0.31 0.42 0.42 0.31 0.42 0.37 0.73 0.44 16.23 * 0.024 0.30 0.32 0.44 0.44 0.32 0.44 0.38 0.78 0.45 16.24 * 0.024 0.31 0.33 0.45 0.45 0.33 0.45 0.40 0.83 0.47 16.26 * 0.024 0.32 0.34 0.47 0.47 0.34 0.47 0.41 0.88 0.48 16.27 * 0.024 0.33 0.35 0.48 0.48 0.35 0.48 0.42 0.93 0.50 16.29 * 0.024 0.34 0.36 0.50 0.50 0.36 0.50 0.44 0.98 0.51 16.30 * 0.024 0.35 0.37 0.51 0.51 0.37 0.51 0.45 1.03 0.53 16.32 * 0.024 0.35 0.37 0.53 0.53 0.37 0.53 0.46 1.08 0.54 16.33 * 0.024 0.36 0.38 0.54 0.54 0.38 0.54 0.47 1.13 0.55 16.34 * 0.024 0.37 0.39 0.55 0.55 0.39 0.55 0.48 1.18 0.56 16.35 * 0.024 0.38 0.40 0.56 0.56 0.40 0.56 0.50 1.23 0.58 16.37 * 0.024 0.39 0.41 0.58 0.58 0.41 0.58 0.51 1.28 0.59 16.38 * 0.024 0.40 0.42 0.59 0.59 0.42 0.59 0.52 1.33 0.60 16.39 * 0.024 0.40 0.42 0. 60 0.60 0.42 0. 60 0.53 1.38 0.61 16.40 * 0.024 0.41 0.43 0. 61 0.61 0.43 0. 61 0.54 1.43 0.62 16.41 * 0.024 0.42 0.44 0. 62 0.62 0.44 0.62 0.55 1.48 0.64 16.43 * 0.024 0.43 0.45 0.64 0. 64 0.45 0.64 0.56 1.53 0.65 16.44 * 0.024 0.43 0.45 0.65 0. 65 0.45 0.65 0.57 1.58 0.66 16.45 * 0.024 0.44 0.46 0.66 0.66 0.46 0.66 0.58 1.63 0.67 16.46 * 0.024 0.45 0.47 0.67 0.67 0.47 0.67 0.59 1.68 0. 68 16.47 * 0.024 0.45 0.48 0.68 0.68 0.48 0.68 0. 60 1.73 0. 69 16.48 * 0.024 0.46 0.48 0.69 0.69 0.48 0.69 0.61 1.78 0.70 16.49 * 0.024 0.47 0.49 0.70 0.70 0.49 0.70 0.62 1.83 0.71 16.50 * 0.024 0.47 0.50 0.71 0.71 0.50 0.71 0.63 1.88 0.72 16.51 * 0.024 0.48 0.50 0.72 0.72 0.50 0.72 0.64 1.93 0.73 16.52 * 0.024 0.49 0.51 0.73 0.73 0.51 0.73 0.65 1.98 0.74 16.53 * 0.024 0.49 0.52 0.74 0.74 0.52 0.74 0.66 2.03 0.75 16.54 * 0.024 0.50 0.52 0.75 0.75 0.52 0.75 0.67 2.08 0.76 16.55 * 0.024 0.51 0.53 0.76 0.76 0.53 0.76 0.68 2.13 0.77 16.56 * 0.024 0.51 0.53 0.77 0.77 0.53 0.77 0.68 2.18 0.78 16.57 * 0.024 0.52 0.54 0.78 0.78 0.54 0.78 0.69 2.23 0.79 16.58 * 0.024 0.52 0.55 0.79 0.79 0.55 0.79 0.70 2.28 0.80 16.59 * 0.024 0.53 0.55 0.80 0.80 0.55 0.80 0.71 2.33 0.81 16. 60 * 0.024 0.54 0.56 0.81 0.81 0.56 0.81 0.72 2.38 0.82 16.61 * 0.024 0.54 0.57 0.82 0.82 0.57 0.82 0.73 2.43 0.83 16.62 * 0.024 0.55 0.57 0.83 0.83 0.57 0.83 0.74 2.48 0.84 16.63 * 0.024 0.55 0.58 0.83 0.83 0.58 0.84 0.75 2.53 0.85 16.64 * 0.024 0.56 0.58 0.84 0.84 0.58 0.85 0.75 2.58 0.86 16.65 * 0.024 0.56 0.59 0.85 0.85 0.59 0.86 0.76 2.63 0.87 16. 66 * 0.024 0.57 0.60 0.86 0.86 0. 60 0.87 0.77 2.68 0.88 16. 67 * 0.024 0.58 0.60 0.87 0.87 0. 60 0.88 0.78 2.73 0.88 16. 67 * 0.024 0.58 0.61 0.88 0.88 0. 61 0.88 0.79 2.78 0.89 16.68 * 0.024 0.59 0.61 0.89 0.89 0.61 0.89 0.80 2.83 0.90 16.69 * 0.024 0.59 0.62 0. 90 0.90 0.62 0.90 0.80 2.88 0.91 16.70 * 0.024 0.60 0. 62 0.91 0.91 0.62 0.91 0.81 2. 93 0.92 16.71 * 0.024 0.60 0. 63 0. 91 0.91 0.63 0.92 0.82 2.98 0. 93 16.72 * 0.024 0.61 0. 63 0. 92 0.92 0. 63 0.93 0.83 3.03 0. 94 16.73 * 0.024 0.61 0. 64 0. 93 0. 93 0. 64 0.94 0.84 3.08 0. 94 16.73 * 0.024 0. 62 0.65 0.94 0. 94 0.65 0. 94 0.84 3.13 0.95 16.74 * 0.024 0. 62 0.65 0.95 0. 95 0.65 0.95 0.85 3.18 0.96 16.75 * 0.024 0. 63 0.66 0.96 0. 96 0. 66 0. 96 0.86 3.23 0.97 16.76 * 0.024 0. 63 0.66 0.96 0. 96 0.66 0. 97 0.87 3.28 0.98 16.77 * 0.024 0.64 0.67 0.97 0. 97 0.67 0. 98 0.87 3.33 0.99 16.78 * 0.024 0.64 0.67 0.98 0. 98 0. 67 0. 99 0.88 3.38 1.00 16.79 * 0.024 0.65 0.68 0.99 0. 99 0. 68 1.00 0.89 3.43 1.00 16.79 * 0.024 0.65 0. 68 1.00 1.00 0.68 1.00 0. 90 3.48 1.01 16.80 * 0.024 0.66 0. 69 1.00 1.00 0.69 1.01 0.91 3.53 1.02 16.81 * 0.024 0. 66 0. 69 1.01 1.01 0.69 1.02 0.91 3.58 1.03 16.82 * 0.024 0.67 0.70 1.02 1.02 0.70 1.03 0.92 3.63 1.04 16.83 * 0.024 0.67 0.70 1.03 1.03 0.70 1.04 0.93 3.68 1.04 16.83 * 0.024 0.68 0.71 1.03 1.03 0.71 1.04 0.94 3.73 1.05 16.84 * 0.024 0.68 0.71 1.04 1.04 0.71 1.05 0.94 3.78 1.06 16.85 * 0.024 0.69 0.72 1.05 1.05 0.72 1.06 0.95 3.83 1.07 16.86 * 0.024 0.69 0.72 1.06 1.06 0.72 1.07 0.96 3.88 1.08 16.87 * 0.024 0.70 0.73 1.06 1.06 0.73 1.08 0.97 3.93 1.09 16.88 * 0.024 0.70 0.73 1.07 1.07 0.73 1.09 0.97 3.98 1.09 16.88 * 0.024 0.70 0.74 1.08 1.08 0.74 1.09 0.98 PIPE NO. 3: 142 LF - 18"CMP @ 0.30% OUTLET: 15.85 INLET: 16.27 INTYP: 5 JUNC NO. 3: OVERFLOW-EL: 21.50 BEND: 90 DEG DIA/WIDTH: 4.0 Q-RATIO: 0.37 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.11 0.21 16.48 * 0.024 0.13 0.20 0.15 0.15 0.20 0.21 0.16 0.14 0.24 16.51 * 0.024 0.14 0.22 0.18 0.18 0.22 0.24 0.18 0.17 0.26 16.53 * 0.024 0.16 0.24 0.21 0.21 0.24 0.26 0.20 0.20 0.28 16.55 * 0.024 0.17 0.26 0.23 0.23 0.26 0.28 0.22 0.23 0.30 16.57 * 0.024 0.18 0.28 0.25 0.25 0.28 0.30 0.23 0.26 0.32 16.59 * 0.024 0.19 0.30 0.27 0.27 0.30 0.32 0.25 0.29 0.34 16. 61 * 0.024 0.20 0.31 0.29 0.29 0.31 0.34 0.26 0.32 0.36 16. 63 * 0.024 0.21 0.33 0.31 0.31 0.33 0.36 0.28 0.35 0.37 16. 64 * 0.024 0.22 0.34 0.33 0.33 0.34 0.37 0.29 0.38 0.38 16.65 * 0.024 0.23 0.36 0.35 0.35 0.35 0.38 0.30 0.41 0.40 16.67 * 0.024 0.24 0.37 0.36 0.36 0.36 0.40 0.32 0.44 0.42 16.69 * 0.024 0.25 0.39 0.38 0.38 0.39 0.42 0.33 0.47 0.44 16.71 * 0.024 0.26 0.40 0.39 0.39 0.40 0.44 0.34 0.50 0.45 16.72 * 0.024 0.27 0.41 0.41 0.41 0.41 0.45 0.35 • 0.53 0.46 16.73 * 0.024 0.27 0.42 0.42 0.42 0.42 0.46 0.36 0.56 0.48 16.75 * 0.024 0.28 0.44 0.44 0.44 0.44 0.48 0.37 0.59 0.49 16.76 * 0.024 0.29 0.45 0.45 0.45 0.45 0.49 0.38 0.62 0.50 16.77 * 0.024 0.30 0.46 0.47 0.47 0.46 0.50 0.39 0.65 0.51 16.78 * 0.024 0.30 0.47 0.48 0.48 0.47 0.51 0.40 0. 68 0.53 16.80 * 0.024 0.31 0.48 0.49 0.49 0.48 0.53 0.41 0.71 0.54 16.81 * 0.024 0.32 0.49 0.50 0.50 0.49 0.54 0.42 0.74 0.55 16.82 * 0.024 0.32 0.50 0.52 0.52 0.50 0.55 0.43 0.77 0.56 16.83 * 0.024 0.33 0.51 0.53 0.53 0.51 0.56 0.44 0.80 0.57 16.84 * 0.024 0.34 0.52 0.54 0.54 0.52 0.57 0.45 0.83 0.58 16.85 * 0.024 0.34 0.53 0.55 0.55 0.53 0.58 0.46 0.86 0.59 16.86 * 0.024 0.35 0.54 0.56 0.56 0.54 0.59 0.47 0.89 0. 61 16.88 * 0.024 0.36 0.55 0.58 0.58 0.55 0.61 0.48 0.92 0. 62 16.89 * 0.024 0.36 0.56 0.59 0.59 0.56 0.62 0.49 0.95 0. 63 16. 90 * 0.024 0.37 0.57 0.60 0. 60 0.57 0.63 0.49 0.98 0. 64 16. 91 * 0.024 0.37 0.58 0.61 0. 61 0.58 0.64 0.50 1.01 0. 65 16. 92 * 0.024 0.38 0.59 0.62 0.62 0.59 0.65 0.51 1.04 0.66 16. 93 * 0.024 0.38 0.60 0.63 0.63 0.60 0.66 0.52 1.07 0.67 16. 94 * 0.024 0.39 0.61 0.64 0.64 0.61 0.67 0.53 1.10 0.68 16.95 * 0.024 0.40 0. 62 0.65 0.65 0.62 0.68 0.54 1.13 0.69 16.96 * 0.024 0.40 0.63 0.66 0.66 0.63 0.69 0.54 1.16 0.70 16.97 * 0.024 0.41 0.64 0.67 0.67 0.64 0.70 0.55 1.19 0.72 16.99 * 0.024 0.41 0.65 0.68 0.68 0.65 0.72 0.56 1.22 0.73 17.00 * 0.024 0.42 0.66 0.69 0.69 0.66 0.73 0.57 1.25 0.74 17.01 * 0.024 0.42 0.67 0.70 0.70 0.67 0.74 0.57 1.28 0.75 17.02 * 0.024 0.43 0.68 0.71 0.71 0.68 0.75 0.58 1.31 0.75 17.02 * 0.024 0.43 0.68 0.72 0.72 0.68 0.75 0.59 1.34 0.76 17.03 * 0.024 0.44 0.69 0.73 0.73 0. 69 0.76 0.60 1.37 0.77 17.04 * 0.024 0.44 0.70 0.74 0.74 0.70 0.77 0.60 1.40 0.78 17.05 * 0.024 0.45 0.71 0.75 0.75 0.71 0.78 0.61 • 1.43 0.79 17.06 * 0.024 0.45 0.72 0.76 0.76 0.72 0.79 0. 62 1.46 0.80 17.07 * 0.024 0.46 0.73 0.77 0.77 0.73 0.80 0.63 1.49 0.82 17.09 * 0.024 0.46 0.74 0.78 0.78 0.74 0.82 0.63 1.51 0.83 17.10 * 0.024 0.47 0.75 0.79 0.79 0.75 0.83 0.64 1.54 0.84 17.11 * 0.024 0.47 0.75 0.80 0.80 0.76 0.84 0.65 1.57 0.84 17.11 * 0.024 0.48 0.76 0.81 0.81 0.76 0.84 0.66 1. 60 0.85 17.12 * 0.024 0.48 0.77 0.82 0.82 0.77 0.85 0.66 1.63 0.86 17.13 * 0.024 0.49 0.78 0.82 0.82 0.78 0.86 0.67 1.66 0.87 17.14 * 0.024 0.49 0.79 0.83 0.83 0.79 0.87 0.68 1. 69 0.88 17.15 * 0.024 0.49 0.80 0.84 0.84 0.80 0.88 0.68 1.72 0.89 17.16 * 0.024 0.50 0.81 0.85 0.85 0.81 0.89 0.69 1.75 0. 90 17.17 * 0.024 0.50 0.81 0.86 0.86 0.82 0.90 0.70 1.78 0. 91 17.18 * 0.024 0.51 0.82 0.87 0.87 0.83 0.91 0.70 1.81 0. 92 17.19 * 0.024 0.51 0.83 0.88 0.88 0.84 0.92 0.71 1.84 0. 93 17.20 * 0.024 0.52 0.84 0.88 0.88 0.84 0.93 0.72 1.87 0. 94 17.21 * 0.024 0.52 0.85 0.89 0.89 0.85 0.94 0.72 1.90 0. 95 17.22 * 0.024 0.52 0.86 0.90 0.90 0.86 0. 95 0.73 1.93 0. 96 17.23 * 0.024 0.53 0.86 0.91 0.91 0.87 0. 96 0.74 1.96 0.97 17.24 * 0.024 0.53 0.87 0.92 0.92 0.88 0. 97 0.74 1.99 0.98 17.25 * 0.024 0.54 0.88 0. 93 0.93 0.89 0. 98 0.75 2.02 0. 99 17.26 * 0.024 0.54 0.89 0. 94 0.94 0. 90 0.99 0.76 2.05 1.00 17.27 * 0.024 0.55 0.90 0. 94 0.94 0. 91 1.00 0.76 2.08 1.00 17.27 * 0.024 0.55 0.91 0. 95 0.95 0. 91 1.00 0.77 2.11 1.01 17.28 * 0.024 0.55 0.91 0. 96 0.96 0. 92 1.01 0.78 2.14 1.03 17.30 * 0.024 0.56 0.92 0. 97 0.97 0. 93 1.03 0.78 2.17 1.04 17.31 * 0.024 0.56 0.93 0. 98 0.98 0. 94 1.04 0.79 2.20 1.05 17.32 * 0.024 0.57 0.94 0. 98 0.98 0. 95 1.05 0.80 2.23 1.06 17.33 * 0.024 0.57 0.95 0. 99 0.99 0. 96 1.06 0.80 2.26 1.07 17.34 * 0.024 0.57 0.96 1.00 1.00 0. 97 1.07 0.81 2.29 1.08 17.35 * 0.024 0.58 0.97 1.01 1.01 0. 98 1.08 0.82 2.32 1.08 17.35 * 0.024 0.58 0.97 1.02 1.02 0. 98 1.08 0.82 2.35 1.09 17.36 * 0.024 0.59 0.98 1.03 1.03 0. 99 1.09 0.83 2.38 1.10 17.37 * 0.024 0.59 0.99 1.03 1.03 1.00 1.10 0.84 PIPE NO. 4: 165 LF - 15"CMP @ 0.18% OUTLET: 16.32 INLET: 16.61 INTYP: 5 JUNC NO. 4: OVERFLOW-EL: 21.18 BEND: 90 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.23 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.08 0.21 16.82 * 0.024 0.11 0.20 0.16 0.16 0.20 0.21 0.14 0.10 0.24 16.85 * 0.024 0.13 0.23 0.19 0.19 0.23 0.24 0.16 0.12 0.26 16.87 * 0.024 0.14 0.25 0.21 0.21 0.25 0.26 0.18 0.14 0.28 16.89 * 0.024 0.15 0.27 0.23 0.23 0.27 0.28 0.20 0.17 0.30 16.91 * 0.024 0.16 0.29 0.25 0.25 0.29 0.30 0.21 0.19 0.33 16.94 * 0.024 0.17 0.31 0.27 0.27 0.31 0.33 0.23 0.21 0.34 16.95 * 0.024 0.18 0.32 0.29 0.29 0.32 0.34 0.24 0.23 0.36 16.97 * 0.024 0.19 0.34 0.31 0.31 0.34 0.36 0.25 0.25 0.38 16.99 * 0.024 0.20 0.36 0.32 0.32 0.36 0.38 0.26 0.28 0.39 17.00 * 0.024 0.21 0.37 0.33 0.33 0.37 0.39 0.28 0.30 0.41 17.02 * 0.024 0.22 0.39 0.35 0.35 0.39 0.41 0.29 0.32 0.42 17.03 * 0.024 0.22 0.40 0.37 0.37 0.40 0.42 0.30 0.34 0.44 17.05 * 0.024 0.23 0.41 0.39 0.39 0.41 0.44 0.31 0.36 0.46 17.07 * 0.024 0.24 0.43 0.40 0.40 0.43 0.46 0.32 0.38 0.47 17.08 * 0.024 0.25 0.44 0.41 0.41 0.44 0.47 0.33 0.41 0.48 17.09 * 0.024 0.25 0.45 0.43 0.43 0.45 0.48 0.34 0.43 0.49 17.10 * 0.024 0.26 0.47 0.44 0.44 0.46 0.49 0.35 0.45 0.50 17.11 * 0.024 0.27 0.48 0.45 0.45 0.47 0.50 0.36 0.47 0.53 17.14 * 0.024 0.27 0.49 0.46 0.46 0.49 0.53 0.37 0.49 0.54 17.15 * 0.024 0.28 0.50 0.48 0.48 0.50 0.54 0.38 0.52 0.55 17.16 * 0.024 0.28 0.52 0.49 0.49 0.51 0.55 0.39 0.54 0.56 17.17 * 0.024 0.29 0.53 0.50 0.50 0.52 0.56 0.40 0.56 0.57 17.18 * 0.024 0.30 0.54 0.51 0.51 0.53 0.57 0.41 0.58 0.58 17.19 * 0.024 0.30 0.55 0.52 0.52 0.54 0.58 0.42 0.60 0.61 17.22 * 0.024 0.31 0.56 0.53 0.53 0.56 0.61 0.43 0.63 0.62 17.23 * 0.024 0.31 0.57 0.54 0.54 0.57 0.62 0.44 0.65 0.63 17.24 * 0.024 0.32 0.59 0.56 0.56 0.58 0.63 0.44 0.67 0.64 17.25 * 0.024 0.32 0.60 0.57 0.57 0.59 0.64 0.45 0.69 0.65 17.26 * 0.024 0.33 0.61 0.58 0.58 0.60 0.65 0.46 0.71 0.66 17.27 * 0.024 0.34 0.62 0.59 0.59 0.61 0.66 0.47 0.73 0.68 17.29 * 0.024 0.34 0.63 0.60 0.60 0.62 0.68 0.48 0.76 0.69 17.30 * 0.024 0.35 0.64 0.61 0.61 0.63 0.69 0.49 0.78 0.70 17.31 * 0.024 0.35 0.65 0.62 0.62 0.64 0.70 0.50 0.80 0.71 17.32 * 0.024 0.36 0.66 0.63 0.63 0.65 0.71 0.51 0.82 0.72 17.33 * 0.024 0.36 0.67 0.64 0.64 0.66 0.72 0.51 0.84 0.74 17.35 * 0.024 0.37 0.68 0.65 0.65 0.67 0.74 0.52 0.87 0.75 17.36 * 0.024 0.37 0.70 0.67 0.67 0.68 0.75 0.53 0.89 0.76 17.37 * 0.024 0.37 0.71 0.68 0.68 0.69 0.76 0.54 0. 91 0.77 17.38 * 0.024 0.38 0.72 0.69 0.69 0.70 0.77 0.55 0. 93 0.79 17.40 * 0.024 0.38 0.73 0.70 0.70 0.71 0.79 0.56 0. 95 0.80 17.41 * 0.024 0.39 0.74 0.70 0.70 0.72 0.80 0.56 0.97 0.81 17.42 * 0.024 0.39 0.75 0.71 0.71 0.73 0.81 0.57 1.00 0.82 17.43 * 0.024 0.40 0.76 0.72 0.72 0.74 0.82 0.58 1.02 0.84 17.45 * 0.024 0.40 0.77 0.73 0.73 0.76 0.84 0.59 1.04 0.86 17.47 * 0.024 0.41 0.78 0.74 0.74 0.77 0.86 0.60 1.06 0.87 17.48 * 0.024 0.41 0.79 0.75 0.75 0.78 0.87 0.61 1.08 0.88 17.49 * 0.024 0.41 0.80 0.77 0.77 0.79 0.88 0.61 1.11 0.89 17.50 * 0.024 0.42 0.82 0.78 0.78 0.80 0.89 0.62 1.13 0.90 17.51 * 0.024 0.42 0.83 0.79 0.79 0.81 0.90 0.63 1.15 0.92 17.53 * 0.024 0.43 0.84 0.79 0.79 0.82 0.92 0.64 1.17 0.93 17.54 * 0.024 0.43 0.85 0.80 0.80 0.83 0.93 0. 65 1.19 0.94 17.55 * 0.024 0.44 0.86 0.81 0.81 0.84 0.94 0.66 1.22 0. 96 17.57 * 0.024 0.44 0.87 0.82 0.82 0.85 0.96 0. 66 1.24 0.97 17.58 * 0.024 0.44 0.88 0.83 0.83 0.86 0.97 0.67 1.26 0. 98 17.59 * 0.024 0.45 0.90 0.84 0.84 0.87 0.98 0. 68 1.28 0. 99 17. 60 * 0.024 0.45 0.91 0.85 0.85 0.88 0.99 0. 69 1.30 1.01 17. 62 * 0.024 0.46 0. 92 0.86 0.86 0.89 1.01 0.70 1.32 1.02 17. 63 * 0.024 0.46 0.93 0.87 0.87 0.90 1.02 0.71 1.35 1.03 17.64 * 0.024 0.46 0.95 0.88 0.88 0.91 1.03 0.71 1.37 1.04 17.65 * 0.024 0.47 0.96 0.89 0.89 0.92 1.04 0.72 1.39 1.07 17.68 * 0.024 0.47 0. 98 0.90 0.90 0.94 1.07 0.73 1.41 1.08 17.69 * 0.024 0.47 0.99 0.91 0. 91 0.95 1.08 0.74 1.43 1.09 17.70 * 0.024 0.48 1.00 0.92 0.92 0.96 1.09 0.75 1.46 1.11 17.72 * 0.024 0.48 1.02 0.93 0.93 0.97 1.11 0.76 1.48 1.12 17.73 * 0.024 0.49 1.04 0. 94 0. 94 0.98 1.12 0.76 1.50 1.13 17.74 * 0.024 0.49 1.06 0.95 0. 95 0.99 1.13 0.77 1.52 1.15 17.76 * 0.024 0.49 1.08 0.95 0. 95 1.00 1.15 0.78 1.54 1.17 17.78 * 0.024 0.50 1.10 0.96 0. 96 1.02 1.17 0.79 1.56 1.18 17.79 * 0.024 0.50 1.13 0.98 0.98 1.03 1.18 0.80 1.59 1.19 17.80 * 0.024 0.50 1.25 0.99 0.99 1.04 1.19 0.81 1.61 1.21 17.82 * 0.024 0.51 1.25 1.00 1.00 1.05 1.21 0.82 1.63 1.23 17.84 * 0.024 0.51 1.25 1.01 1.01 1.07 1.23 0.82 1.65 1.24 17.85 * 0.024 0.52 1.25 1.02 1.02 1.08 1.24 0.83 1. 67 1.27 17.88 * 0.024 0.52 1.25 1.03 1.03 1.10 1.27 0.84 1.70 1.28 17.89 * 0.024 0.52 1.25 1.03 1.03 1.11 1.28 0.85 1.72 1.29 17.90 * 0.024 0.53 1.25 1.04 1.04 1.12 1.29 0.86 1.74 1.31 17. 92 * 0.024 0.53 1.25 1.05 1.05 1.13 1.31 0.87 PIPE NO. 5: 112 LF - 8"CMP @ 0.50% OUTLET: 16.64 INLET: 17.20 INTYP: 5 JUNC NO. 5: OVERFLOW-EL: 20.00 BEND: 90 DEG DIA/WIDTH: 4 .0 Q-RATIO: 0.52 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.06 0.19 17.39 * 0.024 0.12 0.17 0.18 0.18 0.17 0.19 0.15 0.08 0.21 17.41 * 0.024 0.13 0.19 0.21 0.21 0.19 0.21 0.17 0.10 0.24 17.44 * 0.024 0.15 0.21 0.23 0.23 0.21 0.24 0.19 0.12 0.26 17.46 * 0.024 0.16 0.23 0.25 0.25 0.23 0.26 0.21 0.14 0.28 17.48 * 0.024 0.17 0.25 0.27 0.27 0.25 0.28 0.23 0.15 0.30 17.50 * 0.024 0.18 0.27 0.30 0.30 0.27 0.30 0.25 0.17 0.33 17.53 * 0.024 0.19 0.29 0.31 0.31 0.29 0.33 0.26 0.19 0.34 17.54 * 0.024 0.20 0.30 0.33 0.33 0.30 0.34 0.28 0.21 0.36 17.56 * 0.024 0.21 0.32 0.35 0.35 0.32 0.36 0.29 0.22 0.38 17.58 * 0.024 0.22 0.33 0.36 0.36 0.33 0.38 0.31 0.24 0.40 17.60 * 0.024 0.23 0.35 0.38 0.38 0.35 0.40 0.32 0.26 0.41 17.61 * 0.024 0.24 0.36 0.39 0.39 0.36 0.41 0.33 0.28 0.43 17.63 * 0.024 0.25 0.38 0.41 0.41 0.38 0.43 0.35 0.29 0.45 17.65 * 0.024 0.26 0.39 0.43 0.43 0.39 0.45 0.36 0.31 0.47 17.67 * 0.024 0.26 0.41 0.44 0.44 0.41 0.47 0.37 0.33 0.48 17. 68 * 0.024 0.27 0.42 0.45 0.45 0.42 0.48 0.39 0.35 0.50 17.70 * 0.024 0.28 0.44 0.46 0.46 0.44 0.50 0.40 0.37 0.52 17.72 * 0.024 0.29 0.45 0.47 0.47 0.45 0.52 0.41 0.38 0.54 17.74 * 0.024 0.29 0.47 0.50 0.50 0.47 0.54 0.43 0.40 0.55 17.75 * 0.024 0.30 0.48 0.51 0.51 0.48 0.55 0.44 0.42 0.57 17.77 * 0.024 0.31 0.50 0.52 0.52 0.50 0.57 0.45 0.44 0.59 17.79 * 0.024 0.31 0.52 0.53 0.53 0.52 0.59 0.46 0.45 0. 62 17.82 * 0.024 0.32 0.54 0.54 0.54 0.54 0. 62 0.48 0.47 0. 65 17.85 * 0.024 0.33 0.57 0.55 0.55 0.57 0. 65 0.49 0.49 0.66 17.86 * 0.024 0.33 0.60 0.58 0.58 0.58 0. 66 0.50 0.51 0.71 17.91 * 0.024 0.34 0.67 0.59 0.59 0. 63 0.71 0.51 0.53 0.82 18.02 * 0.024 0.34 0.67 0.60 0.60 0.73 0.82 0.53 0.54 0.87 18.07 * 0.024 0.35 0. 67 0.61 0.61 0.78 0.87 0.54 0.56 0. 94 18.14 * 0.024 0.36 0. 67 0.62 0.62 0.84 0.94 0.55 0.58 1.00 18.20 * 0.024 0.36 0. 67 0. 63 0.63 0.90 1.00 0.57 0.60 1.08 18.28 * 0.024 0.37 0.67 0. 65 0.65 0.97 1.08 0.58 0. 61 1.17 18.37 * 0.024 0.37 0.67 0.66 0.66 1.05 1. 17 0.59 0. 63 1.28 18.48 * 0.024 0.38 0.67 0.67 0.67 1.16 1.28 0. 60 0. 65 1.36 18.56 * 0.024 0.38 0. 67 0.68 0.68 1.23 1.36 0. 62 0.67 1.44 18.64 * 0.024 0.39 0. 67 0.69 0.69 1.30 1.44 0. 63 0. 69 1.52 18.72 * 0.024 0.40 0. 67 0.71 0.71 1.38 1.52 0.64 0.70 1. 61 18.81 * 0.024 0.40 0. 67 0.72 0.72 1.45 1.61 0.66 0.72 1. 69 18.89 * 0.024 0.41 0. 67 0.73 0.73 1.53 1.69 0.67 0.74 1.78 18.98 * 0.024 0.41 0. 67 0.74 0.74 1.61 1.78 0.68 0.76 1.87 19.07 * 0.024 0.42 0.67 0.76 0.76 1.69 1.87 0.70 0.77 1.96 19.16 * 0.024 0.42 0.67 0.77 0.77 1.78 1. 96 0.71 0.79 2.05 19.25 * 0.024 0.43 0.67 0.78 0.78 1.86 2.05 0.72 0.81 2. 15 19.35 * 0.024 0.43 0.67 0.79 0.79 1. 95 2.15 0.74 0.83 2.26 19.46 * 0.024 0.44 0. 67 0.81 0.81 2.05 2.26 0.75 0.85 2.36 19.56 * 0.024 0.44 0.67 0.83 0.83 2.14 2.36 0.77 0.86 2.46 19. 66 * 0.024 0.45 0.67 0.84 0.84 2.23 2.46 0.78 4 2v ee- FL-OW TA! P Z7?F- 0.88 2.56 19.76 * 0.024 0.45 0.67 0.85 0.85 2.32 2.56 0.79 0.90 2.66 19.86 * 0.024 0.45 0.67 0.86 0.86 2.42 2.66 0.81 -*0.9�, 2.77 19. 97 * 0.024 0.46 0.67 0.87 0.87 2.51 2.77 0.82 **************** OVERFLOW ENCOUNTERED AT 0. 93 CFS DISCHARGE ***************** ******** OVERFLOW CONDITIONS CALCULATED ASSUMING SURCHARGE CONDITIONS ********* 0.93 2.88 20.08 * 0.024 0.46 0. 67 0.89 0.89 2.61 2.88 0.84 0.95 2.99 20.19 * 0.024 0.47 0.67 0.90 0.90 2.71 2.99 0.85 0.97 3.10 20.30 * 0.024 0.47 0.67 0.91 0.91 2.81 3.10 0.86 0.99 3.22 20.42 * 0.024 0.48 0.67 0.93 0.93 2.92 3.22 0.88 1.01 3.33 20.53 * 0.024 0.48 0. 67 0. 94 0.94 3.02 3.33 0.89 1.02 3.45 20. 65 * 0.024 0.49 0. 67 0. 95 0. 95 3.13 3.45 0.91 1.04 3.57 20.77 * 0.024 0.49 0. 67 0. 96 0. 96 3.24 3.57 0. 92 1.06 3.69 20.89 * 0.024 0.49 0. 67 0.98 0. 98 3.35 3.69 0. 94 1.08 3.82 21.02 * 0.024 0.50 0.67 0.99 0.99 3.46 3.82 0.96 1.09 3.94 21.14 * 0.024 0.50 0.67 1.00 1.00 3.57 3.94 0.97 1.11 4.07 21.27 * 0.024 0.51 0.67 1.01 1.01 3.69 4.07 0.99 1.13 4.21 21.41 * 0.024 0.51 0.67 1.04 1.04 3.81 4.21 1.01 1.15 4.34 21.54 * 0.024 0.51 0. 67 1.05 1.05 3. 93 4.34 1.03 1.17 4.47 21.67 * 0.024 0.52 0.67 1.06 1.06 4.05 4.47 1.05 1.18 4 .61 21.81 * 0.024 0.52 0.67 1.08 1.08 4.18 4 .61 1.06 1.20 4 .74 21.94 * 0.024 0.52 0.67 1.09 1.09 4.30 4 .74 1.08 1.22 4.88 22.08 * 0.024 0.53 0.67 1.10 1.10 4.43 4 .88 1.10 1.24 5.02 22.22 * 0.024 0.53 0. 67 1.12 1.12 4.55 5.02 1.12 1.25 5.17 22.37 * 0.024 0.53 0. 67 1.14 1.14 4. 69 5.17 1.14 1.27 5.32 22.52 * 0.024 0.54 0.67 1.15 1.15 4.82 5.32 1.16 1.29 5.47 22.67 * 0.024 0.54 0. 67 1.16 1.16 4.95 5.47 1.18 1.31 5. 61 22.81 * 0.024 0.55 0.67 1.18 1.18 5.09 5.61 1.20 1.33 5.77 22.97 * 0.024 0.55 0.67 1.20 1.20 5.23 5.77 1.22 1.34 5. 93 23.13 * 0.024 0.55 0. 67 1.21 1.21 5.37 5. 93 1.24 1.36 6.09 23.29 * 0.024 0.55 0. 67 1.24 1.24 5.52 6.09 1.27 1.38 6.24 23.44 * 0.024 0.56 0.67 1.25 1.25 5. 66 6.24 1.29 1.40 6.40 23.60 * 0.024 0.56 0.67 1.26 1.26 5.80 6.40 1.31 1.41 6.56 23.76 * 0.024 0.56 0.67 1.28 1.28 5.95 6.56 1.33 PIPE NO. 6: 71 LF - 6"CMP @ 1.00% OUTLET: 17.20 INLET: 17.91 INTYP: 5 Q(CFS) HW(FT) HW ELEV. * N-FAC DC DN TW DO DE HWO HWI ******************************************************************************* 0.04 0.15 18.06 * 0.024 0.11 0.13 0.19 0.19 0.13 0.15 0.13 0.05 0.18 18.09 * 0.024 0.12 0.15 0.21 0.21 0.15 0.18 0.15 0.07 0.19 18.10 * 0.024 0.13 0.16 0.24 0.24 0.16 0.19 0.17 0.08 0.21 18.12 * 0.024 0.14 0.18 0.26 0.26 0.18 0.21 0.18 0.09 0.23 18. 14 * 0.024 0.15 0.19 0.28 0.28 0.19 0.23 0.20 0.10 0.24 18.15 * 0.024 0.16 0.20 0.30 0.30 0.20 0.24 0.21 0.11 0.26 18.17 * 0.024 0.17 0.22 0.33 0.33 0.22 0.26 0.23 0.12 0.28 18.19 * 0.024 0.18 0.23 0.34 0.34 0.23 0.28 0.24 0.14 0.29 18.20 * 0.024 0.19 0.24 0.36 0.36 0.24 0.29 0.25 0.15 0.30 18.21 * 0.024 0.20 0.25 0.38 0.38 0.25 0.30 0.26 0.16 0.31 18.22 * 0.024 0.20 0.26 0.40 0.40 0.26 0.31 0.28 0.17 0.33 18.24 * 0.024 0.21 0.27 0.41 0.41 0.27 0.33 0.29 *0.18 0.34 18.25 * 0.024 0.22 0.28 0.43 0.43 0.28 0.34 0.30 0.19 0.36 18.27 * 0.024 0.23 0.30 0.45 0.45 0.30 0.36 0.31 0.21 0.37 18.28 * 0.024 0.23 0.31 0.47 0.47 0.31 0.37 0.32 0.22 0.38 18.29 * 0.024 0.24 0.32 0.48 0.48 0.32 0.38 0.33 0.23 0.39 18.30 * 0.024 0.25 0.33 0.50 0.50 0.33 0.39 0.34 0.24 0.41 18.32 * 0.024 0.25 0.34 0.52 0.52 0.35 0.41 0.35 0.25 0.43 18.34 * 0.024 0.26 0.35 0.54 0.54 0.37 0.43 0.37 0.26 0.46 18.37 * 0.024 0.26 0.37 0.55 0.55 0.40 0.46 0.38 0.28 0.48 18.39 * 0.024 0.27 0.38 0.57 0.57 0.43 0.48 0.39 0.29 0.53 18.44 * 0.024 0.28 0.39 0.59 0.59 0.48 0.53 0.40 0.30 0.65 18.56 * 0.024 0.28 0.41 0.62 0.62 0.60 0.65 0.41 0.31 0.74 18. 65 * 0.024 0.29 0.43 0.65 0.65 0.68 0.74 0.42 0.32 0.81 18.72 * 0.024 0.29 0.45 0. 66 0.66 0.75 0.81 0.43 0.33 0.93 18.84 * 0.024 0.30 0.50 0.71 0.71 0.86 0. 93 0.44 0.35 1.10 19.01 * 0.024 0.30 0.50 0.82 0.82 1.03 1.10 0.45 0.36 1.22 19.13 * 0.024 0.31 0.50 0.87 0.87 1.14 1.22 0.46 0.37 1.36 19.27 * 0.024 0.31 0.50 0.94 0. 94 1.28 1.36 0.47 0.38 1.50 19.41 * 0.024 0.32 0.50 1.00 1.00 1.41 1.50 0.48 0.39 1.65 19.56 * 0.024 0.32 0.50 1.08 1.08 1.56 1. 65 0.49 0.40 1.81 19.72 * 0.024 0.33 0.50 1.17 1.17 1.71 1.81 0.50 0.42 2.01 19.92 * 0.024 0.33 0.50 1.28 1.28 1.90 2.01 0.51 0.43 2.17 20.08 * 0.024 0.34 0.50 1.36 1.36 2.06 2.17 0.52 0.44 2.33 20.24 * 0.024 0.34 0.50 1.44 1.44 2.21 2.33 0.54 0.45 2.50 20.41 * 0.024 0.35 0.50 1.52 1.52 2.38 2.50 0.55 0.46 2.67 20.58 * 0.024 0.35 0.50 1.61 1.61 2.54 2.67 0.56 0.47 2.85 20.76 * 0.024 0.36 0.50 1. 69 1.69 2.71 2.85 0.57 0.49 3.03 20.94 * 0.024 0.36 0.50 1.78 1.78 2.89 3.03 0.58 **************** OVERFLOW ENCOUNTERED AT 0.50 CFS DISCHARGE ***************** 0.50 3.21 21. 12 * 0.024 0.36 0.50 1.87 1.87 3.07 3.21 0.59 0.51 3.40 21.31 * 0.024 0.37 0.50 1.96 1.96 3.25 3.40 0.60 0.52 3.60 21.51 * 0.024 0.37 0.50 2.05 2.05 3.43 3.60 0.61 0.53 3.80 21.71 * 0.024 0.38 0.50 2.15 2.15 3.62 3.80 0.62 0.54 4.01 21.92 * 0.024 0.38 0.50 2.26 2.26 3.83 4.01 0.64 0.56 4.21 22. 12 * 0.024 0.39 0.50 2.36 2.36 4.02 4.21 0.65 0.57 4.42 22.33 * 0.024 0.39 0.50 2.46 2.46 4.23 4.42 0.67 0.58 4.64 22.55 * 0.024 0.39 0.50 2.56 2.56 4.43 4 .64 0.68 0.59 4 .85 22.76 * 0.024 0.40 0.50 2. 66 2.66 4.64 4.85 0.69 0. 60 5.08 22.99 * 0.024 0.40 0.50 2.77 2.77 4.86 5.08 0.71 0.61 5.30 23.21 * 0.024 0.40 0.50 2.88 2.88 5.08 5.30 0.72 0.63 5.53 23.44 * 0.024 0.41 0.50 2.99 2.99 5.30 5.53 0.74 0. 64 5.77 23. 68 * 0.024 0.41 0.50 3.10 3.10 5.52 5.77 0.75 0. 65 6.01 23.92 * 0.024 0.41 0.50 3.22 3.22 5.75 6.01 0.77 0. 66 6.25 24 .16 * 0.024 0.42 0.50 3.33 3.33 5.99 6.25 0.78 0.67 6.50 24 .41 * 0.024 0.42 0.50 3.45 3.45 6.23 6.50 0.80 0.68 6.75 24.66 * 0.024 0.42 0.50 3.57 3.57 6.47 6.75 0.82 0.70 7.01 24. 92 * 0.024 0.43 0.50 3.69 3.69 6.71 7.01 0.83 0.71 7.27 25.18 * 0.024 0.43 0.50 3.82 3.82 6. 96 7.27 0.85 0.72 7.53 25.44 * 0.024 0.43 0.50 3. 94 3.94 7.22 7.53 0.87 0.73 7.80 25.71 * 0.024 0.43 0.50 4.07 4.07 7.47 7.80 0.89 0.74 8.08 25.99 * 0.024 0.44 0.50 4.21 4.21 7.75 8.08 0.90 0.76 8.36 26.27 * 0.024 0.44 0.50 4 .34 4.34 8.01 8.36 0.92 0.77 8.64 26.55 * 0.024 0.44 0.50 4.47 4.47 8.28 8. 64 0.94 0.78 8. 92 26.83 * 0.024 0.44 0.50 4 .61 4.61 8.56 8.92 0.96 0.79 9.21 27.12 * 0.024 0.45 0.50 4.74 4 .74 8.83 9.21 0.98 0.80 9.50 27.41 * 0.024 0.45 0.50 4.88 4 .88 9.12 9.50 1.00 0.81 9.80 27.71 * 0.024 0.45 0.50 5.02 5.02 9.40 9.80 1.02 0.83 10.11 28.02 * 0.024 0.45 0.50 5.17 5.17 9.70 10.11 1.04 0.84 10.42 28.33 * 0.024 0.46 0.50 5.32 5.32 9. 99 10.42 1.06 0.85 10.73 28.64 * 0.024 0.46 0.50 5.47 5.47 10.29 10.73 1.08 0.86 11.04 28.95 * 0.024 0.46 0.50 5.61 5.61 10.59 11.04 1. 10 0.87 11.37 29.28 * 0.024 0.46 0.50 5.77 5.77 10.91 11.37 1. 12 0.88 11.69 29.60 * 0.024 0.46 0.50 5. 93 5.93 11.22 11.69 1.14 0.90 12.03 29. 94 * 0.024 0.47 0.50 6.09 6.09 11.54 12.03 1.16 0.91 12.36 30.27 * 0.024 0.47 0.50 6.24 6.24 11.86 12.36 1.18 0. 92 12. 69 30.60 * 0.024 0.47 0.50 6.40 6.40 12.18 12.69 1.20 0.93 13.03 30. 94 * 0.024 0.47 0.50 6.56 6.56 12.51 13.03 1.23 • 682*t.xls BARGHAUSEN CONSULTING ENGINEERS-PIPE FLOW CALCULATOR using the Rational Method&Manning Formula KING COUNTY DESIGN FOR 25 YEAR STORM JOB NAME NOTE:ENTER DEFAULTS AND STORM DATA BEFORE BEGINNING JOB#: 6828/29 DEFAULTS C= 0.9 n= 0.012 REVISED: 8/17/99' d= 12 Tc= 10 A=Contributing Area(Ac) Qd=Design Flow(cfs) COEFFICIENTS FOR THE RATIONAL METHOD"Ir'-EQUATION C=Runoff Coefficient Qf=Full Capacity Flow(cfs) STORM Ar Br Tc=Time of Concentration(min) Vd=Velocity at Design Flow(fps) 2YR 1.58 0.58 1=Intensity at Tc(in/hr) Vf=Velocity at Full Flow(fps) 10YR 2.44 0.64 PRECIP= 3.4 d=Diameter of Pipe(in) s=Slope of pipe(%) 25YR 2.66 0.65 Ar= 2.66 L=Length of Pipe(ft) n=Manning Roughness Coefficient 50YR 2.75 0.65 Br-- 0.65 D=Water Depth at Qd(in) Tt=Travel Time at Vd(min) 100YR 2.61 0.63 FROM TO A s L d Tc n C SUM A AT SUM AT I Qd Qf Qd/Qf D/d D Vf Vd Tt YD#1 CB#1 0.10 1.00 71 6 10.0 0.012 0.9 0.1 0.09 0.09 2.02 0.18 0.61 0.300 0.374 2.25 3.10 2.70 0.44 CB#1 XCB#1 0.42 0.50 112 8 10.4 0.012 0.9 0.52 0.38 0.47 1.97 0.92 0.93 0.996 0.813 6.50 2.65 3.00 0.62 YD#2 CB#2 0.10 1.00 60 6 10.0 0.012 0.9 0.1 0.09 0.09 2.02 0.18 0.61 0.300 0.374 2.25 3.10 2.70 0.37 CB#2 XCB#1 0.25 0.50 92 8 10.4 0.012 0.9 0.35 0.23 0.32 1.98 0.62 0.93 0.673 0.599 4.79 2.65 2.84 0.54 XCB#1 XCB#2 0.23 0.18 165 15 10.0 0.012 0.9 1.10 0.21 0.99 2.02 2.00 2.97 0.675 0.600 9.00 2.42 2.59 1.66 CB#2A CB#3A 0.10 0.50 28 8 10.0 0.012 0.9 0.1 0.09 0.09 2.02 0.18 0.93 0.197 0.298 2.38 2.65 2.05 0.23 CB#4A CB#3A 0.06 0.50 25 8 10.0 0.012 0.9 0.06 0.05 0.05 2.02 0.11 0.93 0.118 0.233 1.87 2.65 1.76 0.24 CB#3A XCB#2 0.00 0.45 22 12 10.0 0.012 0.9 0.16 0.00 0.14 2.02 0.29 2.59 0.113 0.228 2.73 3.30 2.17 0.41 CB#1A XCB#2 0.24 0.50 58 8 10.0 0.012 0.9 0.24 0.22 0.22 2.02 0.44 0.93 0.473 0.484 3.87 2.65 2.64 0.37 XCB#2 XCB#3 0.00 0.30 142 18 10.0 0.012 0.9 1.50 0.00 1.35 2.02 2.73 6.23 0.439 0.465 8.37 3.53 3.44 1.42 CB#5A XCB#3 0.27 0.50 25 8 10.0 0.012 0.9 0.27 0.24 0.24 2.02 0.49 0.93 0.532 0.518 4.14 2.65 2.69 0.15 XCB#3 CB#6A 0.00 1.28 50 24 10.0 0.012 0.9 1.77 0.00 1.59 2.02 3.23 27.72 0.116 0.231 5.55 8.83 5.85 1.61 CB#8A CB#7A 0.20 0.51 67 8 10.0 0.012 0.9 0.2 0.18 0.18 2.02 0.36 0.93 0.390 0.433 3.47 2.68 2.51 0.44 CB#7A CB#6A 0.20 0.39 15 12 10.4 0.012 0.9 0.4 0.18 0.36 1.97 0.71 2.41 0.294 0.371 4.45 3.07 2.67 0.09 CB#6A VAULT 0.00 1.28 30 24 10.0 0.012 0.9 2.17 0.00 1.95 2.02 3.95 27.72 0.143 0.254 6.10 8.83 6.21 1.71 Pagel i68281*yr.xls BARGHAUSEN CONSULTING ENGINEERS-PIPE FLOW CALCULATOR using the Rational Method&Manning Formula KING COUNTY DESIGN FOR 25 YEAR STORM JOB NAME: NOTE:ENTER DEFAULTS AND STORM DATA BEFORE BEGINNING JOB#: 6828-29 DEFAULTS C= 0.9 n= 0.013 REVISED: d= 12 Tc= 10 A=Contributing Area(Ac) Qd=Design Flow(cfs) COEFFICIENTS FOR THE RATIONAL METHOD"le'-EQUATION C=Runoff Coefficient Qf=Full Capacity Flow(cfs) STORM Ar Br Tc=Time of Concentration(min) Vd=Velocity at Design Flow(fps) 2YR 1.58 0.58 1=Intensity at Tc(in/hr) Vf=Velocity at Full Flow(fps) 10YR 2.44 0.64 PRECIP= 3.4 d=Diameter of Pipe(in) s=Slope of pipe(%) 25YR 2.66 0.65 Ar- 2.66 L=Length of Pipe(ft) n=Manning Roughness Coefficient 50YR 2.75 0.65 Br- 0.65 D=Water Depth at Qd(in) Tt=Travel Time at Vd(min) 100YR 2.61 0.63 FROM TO A s L d Tc n C SUM A A'C SUM A'C I Qd Qf Qd/Qf D/d D Vf Vd Tt YD#3 YD#4 0.10 1.00 90 6 10.0 0.013 0.9 0.1 0.09 0.09 2.02 0.18 0.56 0.325 0.392 2.35 2.86 2.56 0.59 YD#4 CB#3 0.24 1.00 52 8 10.6 0.013 0.9 0.34 0.22 0.31 1.95 0.60 1.21 0.494 0.497 3.97 3.46 3.47 0.25 CB#3 CB#4 0.13 0.50 80 8 10.8 0.013 0.9 0.47 0.12 0.42 1.92 0.81 0.85 0.952 0.773 6.19 2.45 2.77 0.48 CB#6 CB#4 0.24 0.50 96 8 10.0 0.013 0.9 0.24 0.22 0.22 2.02 0.44 0.85 0.512 0.507 4.05 2.45 2.47 0.65 YW6 •VOW 0.04 1.15 87 6 10.0 0.013 0.9 0.04 0.04 0.04 2.02 0.07 0.60 0.121 0.237 1.42 3.07 2.05 0.71 TO" YOW 0.04 1.00 100 6 10.7 0.013 0.9 0.08 0.04 0.07 1.94 0.14 0.56 0.249 0.339 2.03 2.86 2.37 0.70 ,YOIf7 G15" 0.05 1.00 60 6 11.4 0.013 0.9 0.13 0.05 0.12 1.86 0.22 0.56 0.388 0.432 2.59 2.86 2.68 0.37 4CM5 CB#4 0.17 0.50 43 8 11.8 0.013 0.9 0.3 0.15 0.27 1.82 0.49 0.85 0.575 0.543 4.34 2.45 2.53 0.28 CB#4 EX CB 0.07 0.50 52 12 10.0 0.013 0.9 1.08 0.06 0.97 2.02 1.97 2.52 0.781 0.664 7.97 3.21 3.55 0.89 CB#15 CB#14 0.30 0.50 98 12 10.0 0.013 0.9 0.3 0.27 0.27 2.02 0.55 2.52 0.217 0.314 3.76 3.21 2.55 0.64 CB#14 CB#13 0.25 0.50 81 12 10.6 0.013 0.9 0.55 0.23 0.50 1.94 0.96 2.52 0.382 0.428 5.14 3.21 2.99 0.45 CB#12 CB#13 0.13 0.50 54 12 10.0 0.013 0.9 0.13 0.12 0.12 2.02 0.24 2.52 0.094 0.205 2.47 3.21 1.98 0.46 CB#13 EX CB 0.10 0.50 39 12 10.0 0.013 0.9 1.18 0.09 0.70 2.02 1.42 2.52 0.564 0.537 6.44 3.21 3.30 0.66 CB#9 CB#10 0.17 0.50 8 12 10.0 0.013 0.9 0.17 0.15 0.15 2.02 0.31 2.52 0.123 0.238 2.86 3.21 2.16 0.06 CB#10 CB#11 0.17 0.50 12 12 10.1 0.013 0.9 0.34 0.15 0.31 2.02 0.62 2.52 0.245 0.336 4.03 3.21 2.65 0.08 CB#11 EX CB 0.12 0.50 12 12 10.1 0.013 0.9 0.464 0.11 0.42 2.01 0.84 2.52 0.333 0.399 4.78 3.21 2.90 0.07 Pagel o GRADING AND STORM DRAINAGE PLANco - -SCALB r-20 - -. _Ic - _.. - -." 0' EX.22'CITY OF RENTON E% 10 UTILITY EASEMENT PER ,� 1 ER W a WAT' E UTILITY FASEUENT PER REC NO 8707287846(REFUGES ..SL S MIi EX 22 CITY OF RENT CL REC.NO.9707090568 AND SUPERSEDES REC.NO.8610311858) k.M 1 9 UTILITY EASEMENT PER 4 CZ..5441 < Z E-1 2 12 W AEG.NO.9707090558 -F 1._' c':iER EA EItFN- - .4- F-126 4410'L) % EM 7`�BI .;, Y o IF=1>72(9 S) !I EX.TEMP.ELEC. x ) IS v 10 S7 O O N B9'3T55`E IE=1 r ( �L PANEL I-U�B ;0"Wj co z 55516 F- O aJ 3O ---I1( - ;-, -I-.N_---Es:-�,C I ONNC-�..S_(D.<-.,Ew_W..�A.L>K_.a�2 1..0-_/""f-I __._._.F.t_`,�i_4�_',(J,'Ii.--ce[�/•-PE-�<W--:Y_-_A--R.D N•..I.�9e_3. fiIII -...:.•ijII tr,.....r.`A �i ...Y N 89�.3603„2EA'1A0: t(� aIJ- n �ZU- )TS•E QO Z 2ZZ � ( Ea;cr , �77- pZQ III � -- �tQ C .k r O NAI L (i� Z0 Oa WZ W frNTa ?4 EXISTING ASPHALT PAVEMENT CS TYPE 1 ....}..... 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' �O I7.• '."'i 1.7 1.7 I ..ppIINR2DETNAI�L SNCS 52 LF 8 AD _ 17_J4 I1.3 li I '�-1 r I 1 D rA I I Z co IF .13A6- ASPHALT PAVELBdT - _--. _• 60 LF 6•-ADS N-12 I1.,•. "JI I IIi I a cc O STORM PROFILE i9 _ IIL _ PEW CONC..BDEWALK ry� I I J C� ) O 1 OOS I I (PER DETAIL SHEET C4) 51• -- 11 i ( ) DETAIL SHEET C4 _-- 1 1 t I (n Z �( PER/DETAILtSNT 4 210 COPk'BDEW y: � 1 2152. Z W = I T I c=• U a BB co I ( RV pEin<t iSHi'.4 i• j (PER DE� SHi C4) 1•:. EN1742 1� it i , T a I \I I Ili W �; ; i Z 3r� �, H -.0 I-WEI 2Rs - ` �T E Vl I I Z O �,_. 7D7 IM Z.1 \ `o 14EW � 1J3'1L V.� I• _. NE1VC`(S7fJ(. II �I ( _�;. AP IE-,c:tD.. ...I .. 20.1- At : l 1 t� - .- 1..�. 9707090558 cc "�+. �.�. - `.. .V I I I I I UTILITY EASEM NTRPER� O C.:, SNT. - /(" 'E1 ui:T�114-SHT�•C4 (PER DETAILS C4 �1 11 Z C ( I )...+,. ) 11 I I I I I ItEC.NO. 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I ' Ii I,.L T REC01.8.1ENDED N rn r0 00 w-Si_r PEW YAM DRAM d 6,� r I � � 1 � z W n } / ¢ n n -� I•- - I - PER DETAIL SHE CS I P I �YW - I I POFi APPROVAL a \ i _ J I IE-19.76 RIN=21.5 PA rl j h _ y 2L9_ \.l ________ __________ IE 18.76 _ _____I_ ___I__ 1 raw fr CONC.CURB II �I. ;I II BY N Z N N WEB" u� 1 RIN18.76 IE T7.76 :` i (PEN DETAIL. 4 _ I _ _ - �, ao W d. t - \t �STREFT 7lf r N_ _' ,�_______._� _ 1 - �(PFR 9LTA L SHT L4) IBY- -12 EAE q0",, I p„' - ': 8. 19i H` RIMN2897,F9ye YAccEss , X. •E l .• p .-q., _ I II 9 I I I ¶ J I E-17..-._(,2`$W> •� L2 1 =11 ".. .- _- .E )...a.. (d: I1 / r.I--' -- u �I N T... _AAif:R� III I l- tl '-. I I I� I 1 I Fill , ;: he,. � ���/�\,, '� �I 1�7 :III II I '��_f I A- NEW SPRINGHILL SUITES I ,r 1 6, i 6iEX.iz sD C°II PEW BOUAf�S(TYP.OF S) E%FIRES z IY F 22.5 PER DETAIL SHEET C4 EX.LIGHT STD. �-. p t�I ITY ps5� ImmJURISDICTIONAL/REVIEW SET OEPAR I M NTOOF=I PUBOC WORKS Sl 1. IN ACCORDANCE°PER CITY OF RENTON 6-3-99 MARRIOTT REVIEW p STD.DWG.B012. tlil 2. ALL TYPE 11-48'CATCH BASINS SHALL GRADING AND STORM O I I ICI RBE N ENTON STD.DWG•80 7CT OF DRAINAGE PLAN m CPEP DRAINAGE PIPE SHALL ce61or� d0; p,A1g 8/22/98 F IO O L2 I z MAINTAIN MINIMUM 2 FEET OF COVER. p WN ME'B 0 CAECI(Ep DNB-_ gc,y-E ,•=20' Frgp 9pq(- __ PME LLJ Flo-:P.\sOshPRUJ\6829\ENCMEEkINC\6829--CMI.DWG Nil/Time.08/02/1999 13:22 S-1, 1=20 N IT:.;;v,�.r,: 1,:f 7,:i.� fJ ND PE�BioN er Da,e aFGRDN� _ - _ _ - �G`2 8 U I GRADING AND STORM DRAINAGE PLAN I I '........ .......... NEW ENCLOSURE r IC I INII II (_. II.4 6NG8W3 7'19'E CO fFR TO ARCH.PLANS) IE IAJ AR' _ I ^ -17.86(1 S)l Q U j A.. CL I .. r� S 9 g4kg d0 0 LPER DETAIL SFiT. RI E 17 PoM=21ZRIM=20.90 ^ CB{ I ! E 18EM 200 lE 16.3 4 ' AAW-G7fE AND REMOVE EX.ASPHALT 2 21? RIM=z4'sa_zi { 6 s l id sD` - E=6.245'nA8!E'fARY TO NSTALL STQREI O Z Q CLOT 2 I . y . .. 2t5j .-�� =\ \9 IE=17.54 IS ._ _ DRAINAGE SYSTEM.REPLACE IN KIND. (� f l �. . �L 14 IE=1639 12'tlw Y L' usr;i r, T In = INE N-12{3.T05011;YPE1 .r*'' I -iJ21 i4;1 I II .: ��, GI i) '' I ' 15` _ - �� .�•'2�.AT i �' t{Ew IE 1.52t(J?�W) - Ir /__' + Q -) Z W W/BOLD LID v a5 �1 ; lv I`�WASPHALTf �4,.�-. N_1zAD. x r I N_I II's.,N tzlo_..'Sox 't- fiY,'_' T -4 _ 3: -_I Q O Q RIM=Zt.40 I �p7./. ..�,I ?I_5_ 16 �1®-FEW OONC.�80WALx ls_- �•`r _ (PER DtTAI �'a) I i =t I G I I I rtT. = Q IE=16.4(e'N85) '/ : ' y,.p95' ,>. Q,.hL J•N�) .. _I r__.._ __ _ - 'oyY ' /s + I I - - ......-C% ;Tr OF kRJTSN ' _. I Vie" J ---i`j }• - ME Q O O Z - ! _ �.a {}F,�� I'_ I F UEC.; F,F.ME091ER O Z Z Q Z E%.C8,TYPE I I I L Lp I NEW C8113 ''I 1 I I &EC d.y7,,09J558 n z I ,. ,I s I .{ o EM16537 i.6 S.D 111 Q -.-.. '"-- I _ ,I 2715- ( e.l 21 s I $I '' I' yvn. 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's•- .r r+KS�w.,;. 4-'f ''•�^ .['-:. _- 1.-= • _r"__ .- '- any,-'' -I41 c— NATIONAL FLOOD INSURANCE PROGRAM NATIONAL FLOOD INSURA=PROGRAM FIRM FIRM FLOOD INSURANCE RATE MAP FLOOD INSURANCE RATE MAP KING COUNTY, KING COUNTY, WASHINGTON AND WASHINGTON AND ar INCORPORATED AREAS INCORPORATED AREAS f PANEL 979 OF 1725 PANEL 978 OF 1725 (SEE MAP INDEX FOR PANELS NOT PRINTED) (SEE MAP INDEX FOR PANELS NOT PRINTED) CONTAINS: CONTAINS: , ' COMMUNITY NUMBER PANEL SUFRX COMMUNITY NUMBER PANEL SUFFIX KENT,CRY OF 530080 0979 F RENT.CRY OF 3008 0978 F � RENTON,CRY OF 530088 0978 F ' KING COUNTY. .� TUKWILA,CITY OF 530091 0978 F UNINCORPORATED AREAS 530071 0979 F i RENTON.CITY OF 530088 0979 F ` i :S 1 ' 1 MAP NUMBER MAP NUMBER 53033CO979 F 53033CO978 F MAP REVISED: G MAP REVISED: 4 MAY 16, 1995 MAY 16, 1995 Federal Emergency Management Agency —1 Emergency Management Agency O1 ouoc rfc omiatlon 1n reet • 1 J •. 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I ; n j m O A 1 i E ; Z I ,e =-=----------=1_sir�, O Y ♦ I m • .. �\ o \ • Q� CIFIC"" a lo` _ •i� �y '' I Z _a )mou �7 I�?f� V�� OFZ i GUIDE TO MAPPING UNITS--Continued Woodland Described Capability unit group Map on symbol Mapping unit page Symbol Page Symbol Re Renton silt loam-------------------------------------------- 26 IIIw-1 75 awl Rh Riverwash--------------------------------------------------- 27 VIIIw-1 78 --- Sa Salal silt loam--------------------------------------------- 27 IIw-1 74 2ol _ Sh Sammamish silt loam----------------------------------------- 27 IIw-2 75 awl Sk Seattle muck------------------------------------------------ 28 IIw-3 75 --- Sm Shalcar muck------------------------------------------------ 29 IIw-3 75 --- Sn Si silt loam------------------------------------------------ 29 IIw-1 74 2ol So Snohomish silt loam-------------:--------------------------- 30 IIw-2 75 3w2 Sr Snohomish silt loam, thick surface variant------------------ 31 IIw-2 75 3w2 Su Sultan silt loam-------------------------------------------- 31 IIw-1 74 3w1 Tu Tukwila muck------------------------------------------------ 32 IIw-3 75 --- UrUrban land-------------------------------------------------- 33 -------- -- Wo Woodinville silt loam--- ---------------------------=------- 33 IIw-2 75 3w2 l/ The composition of these units is more variable than that of the others in the Area, but it has been controlled well enough to interpret for the expected use of the soils. GUIDE TO MAPPING UNITS For a full description of a mapping unit, read both the description of the mapping unit and that of the soil series to which the mapping unit belongs. See table 6, page 70, for descriptions of woodland groups. Ot}1er information is given in tables as follows: Acreage and extent, table 1, page 9. Town and country planning, table 4, page 57. Engineering uses of the soils, tables 2 and 3, Recreational uses, table 5, page 64. pages 36 through 55. Estimated yields, table 7, page 79. Woodland Described_ Capability unit group Map on symbol Mapping unit page Symbol Page Symbol AgB Alderwood gravelly sandy loam, 0 to 6 percent slopes---------- 10 LVe-2 76 3d2 AgC Alderwood gravelly sandy loam, 6 to 15 percent slopes--------- 8 IVe-2 76 3dl AgD Alderwood gravelly sandy loam, 15 to 30 percent slopes-------- 10 VIe-2 78 3dl AkF Alderwood and Kitsap soils, very steep------------------------ 10 VIIe-1 78 2dl AmB Arents, Alderwood material, 0 to 6 percent slopes 1/---------- 10 IVe-2 76 3d2 AmC Arents, Alderwood material, 6 to 15 percent slopes-1/--------- 10 IVe-2 76 3d2 An Arents, Everett material 1/----------------------------------- 11 IVs-1 77 3f3 BeC Beausite gravelly sandy loam, 6 to 15 percent slopes---------- 11 IVe-2 76 3d2 BeD Beausite gravelly sandy loam, 15 to 30 percent slopes--------- 12 VIe-2 78 3dl BeF Beausite gravelly sandy loam, 40 to 75 percent slopes--------- 12 VIIe-1 78 3dl Bh Bellingham silt loam------------------------------------------ 12 IIIw-2 76 3w2 Br Briscot silt loam--------------------------------------------- 13 IIw-2 7.5 awl Bu Buckley silt loam--------------------------------------------- 13 IIIw-2 76 4wl Cb Coastal beaches----------------------------------------------- 14 VIIIw-1 78 --- Ea . Earlmont silt loam-------------------------------------------- 14 IIw-2 75 3w2 Ed Edgewick fine sandy loam-------------------------------------- 15 IIIw-1 75 2ol EvB Everett gravelly sandy loam, 0 to 5 percent slopes------------ 15 IVs-1 77 3f3 EvC Everett gravelly sandy loam, 5 to 15 percent slopes----------- 16 VIs-1 78 3f3 EvD Everett gravelly sandy loam, 15 to 30 percent slopes---------- 16 VIe-1 77 3f2 EwC Everett-Alderwood gravelly sandy loamy, 6 to 15 percent slopes------------------------------------------------------ 16 VIs-1 78 3f3 InA Indianola loamy fine sand, 0 to 4 percent slopes-------------- 17 IVs-2 77 4s3 InC Indianola loamy fine sand, 4 to 15 percent slopes------------- 16 IVs-2 77 4s3 InD Indianola loamy fine sand, 15 to 30 percent slopes------------ 17 VIe-1 76 4s2 KpB Kitsap silt loam, 2 to 8 percent slopes----------------------- 17 IIIe-1 75 2d2 KpC Kitsap silt loam, 8 to 15 percent slopes---------------------- 18 IVe-1 76 �d2 KpD Kitsap silt loam, 15 to 30 percent slopes--------------------- 18 VIe-2 78 2dl KsC Klaus gravelly loamy sand, 6 to 15 percent slopes------------- 18 VIs-1 78 Sfl Ma Mixed alluvial land------------------------------------------- 18 VIw-2 78 2ol NeC Neilton very gravelly loamy sand, 2 to 15 percent slopes------ 19 VIs-1 78 3f3 Ng Newberg silt loam--------------------------------------------- 19 IIw-1 74 2ol Nk Nooksack silt loam-------------------------------------------- 20 IIw-1 74 201 No Norma sandy loam---------------------------------------------- 20 IIIw-3 76 3w2 Or Orcas peat---------------------------------------------------- 21 VIIIw-1 78 Os Oridia silt loam---------------------------------------------- 21 IIw-2 75 3wl OvC Ovall gravelly loam, 0 to 1S percent slopes------------------- 22 IVe-2 76 3d1 OvD Ovall gravelly loam, 15 to 25 percent slopes------------------ 23 VIe-2 78 3d1 OvF Ovall gravelly loam, 40 to 7S percent slopes------------------ 23 VIIe-1 78 3dl Pc Pilchuck loamy fine sand-------------------------------------- 23 VIw-1 78 2sl Pk Pilchuck fine sandy loam-------------------------------------- 23 IVw-1 76 2sl Pu Puget silty clay loam----------------------------------------- 24 IIIw-2 76 3w2 Py Puyallup fine sandy loam-------------------------------------- 24 IIw-1 74 2ol RaC Ragnar fine sandy loam, 6 to 15 percent slopes---------------- 25 IVe-3 77 4sl RaD Ragnar fine sandy loam, 15 to 25 percent slopes--------------- 26 VIe-2 78 4sl RdC Ragnar-Indianola association sloping: 1 -------- -- Ragnar soil--------------------------------------------- -- IVe-3 77 4sl Indianola soil------------------------------------------- -- IVs-2 77 4s3 RdE Ragnar-Indianola association, moderately steep: 1/------------ 26 -------- -- Ragnar soil----------------------------- VIe-2 78 4sl ----------------- -- Indianola soil------------------------------------------- -- VIe-1 77 4s2 U. 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' m IN D Y c 40 O VAG. or2¢7. 33/7 -{ o . . _ . . . . . _ n _ T : . . : . . . : . 9 � S I AVE S �ftC. G2p 34108 � ! � U � O � (-' ( O U l48.16 4a Js ,� i pc �r h ��t 'x _{ Ajot-23-41 E ON N N IN N prr N N (�; N / ; O N w A �+ cv J u N N N ro N N N N W {� lrt Q` J Qo .o O I J o SC. S76 /B _ L I I Q O : y C� ^ f• 0 o. 19 u• tiA� �' � --- ------ -- °- - -`- Ji— tiDEt��c�rBD BYS.P BeoUB/s/s s EAST VALLEY FRONTAGE RD �e D AiLS •5r- _'1�SN�'1 �tr-r 55N#5-M p �,J�r ;-00. 2 w - �- 6 A zov .lo- 6; 5f,Eers -3i4 .vF/o • p.r .Jl3rgo•o I �':GGE9 Pk?ak7F3rt1� !////,////// : FL 3Z4r77 ' ; : : a<'312. 1/•.S --P-- - No-z4-� /%/// /!/////// /:/ / �J/// •'// /// ///:///1/ /// % //l• / „ . . ? i-a�lj�_1-'a'01__-�Y•- _1- - _ L _- J- _ _- -_ -:-__ J_ -� ' --'K- 60.�' •• - I ^•,l •1 .... .... �t _ .... Till a c 3 0 3 a S1- -- - - -� 4}-, J. y i l - - `vr as+s4-a 92 E - =TAT�c. R O.w S AVE 5 j 4 a7/3 74 i L5 J J - �j i / S ES i LL�591 ?C Lp:19o9.y P�/Ha/fy s/n iv. j vot iP�NT�r So — S 6 L�� I F'AC. Nw`( 0.99i+G 1-29-O�r — 1 2`) 59 7/� �`��9�Z ?•?�J'S5 �. . ., . .., . . . n 6 r c 0 D }r---r -{ �. At / / -i 4 7r•` ,o�, E �; .C��/E �1 92 A ., t C� 9 -1 ]o�dd N H18Z�r' d � -- — —' — — — — — — — — — •ter se6 3s•a -`---- -_ s� 't E, NO1N36 �- 6 z LEGEND: A0 � I GRADING AND STORM DRAINAGE PLAN i 9 o PROPOSED TYPE II CATCH BASIN SCALE: r-40 PROPOSED TYPE I CATCH BASIN ® , ' EX. FOUNTAIN __.. ..._...._ EX.-10" D.L_W -----�0---I-----...-..----- ------------- ----...._ �+a --------- .............. ------ --------_____-- __---------------;_ ----------- '° CL EXISTING TYPE II CATCH BASIN �� ----- ------------- -------- EX. ' UT LITY EASE ' j I PER SHORT PLAT 022-85 it 9•4,2�a All PANEL MP. LEC. i REC. N0. 85071690b2 N 8 .36"03" E y 557.25' EXISTING TYPE I CATCH BASIN [� __ ^_ ,• ,� :• 347 0 'r J I z PROPOSED STORM DRAINAGE LINE %�, JJ I I = F- Q �'_' -- 4 4JI EX. C8 _-____-__ N 172 673 .3 �"' EXISTING STORM DRAINAGE LINE --------- - _..�- J-1 -_ _..........r.............-.._..........v.. 111 RIM-20.07 F 1J.973a4.i?69 I I I I ;' IE-14.37 12• Q =� IE=14.32 12` W PROPOSED SANITARY SEWER MANHOLE • I III rl o l ( x CB 10 TYPE I n • , Q ■ I I rl W RIM- 21. IE-+ 1741 (12-S)EXISTING SANITARY SEWER MANHOLE I r i I ( r�l� •1I LOT 6 PROPOSED SANITARY SEWER LINE ■: 149.6 +56` LF 12" CPEP ( I I �? J °' O O z Z N 0 0.50% 0.42� I V a O . :. III I I I x ► I I rl z 0 EXISTING SANITARY SEWER LINE _. ......_.._.............. . .......... I I O tW IIIj oil .# z -. - EXISTING WATERMAIN ------------ rl Q I , PROPOSED 10' PROPOSED WATERMAIN PRIVATE DRAINAGE EASEMENT -- -- -- # 3�!'1 9"W 347.00 S89' I PROPOSEDWIDE 5' wl DE I I I rl � ' l I 'SIC1EWAtK, BENCHMARK: ,32 " I II I I LOIR OF RENTOM CITY MONUMENT NO. 1895, 2 BRASS DISC WITH A PUNCH -45-LF 8 CPEP NO. 2.2.1) I I III I F I MARK ON A 4"x 4" CONCRETE POST MONUMENT DOWN O 0.45 FEET IN A CAST IRON MONUMENT CASE AT THE B 6 TYPEi 0.88X ( SIGN ■ I I I ( I I CONSTRUCTED INTERSECTION OF S.W. 16TH STREET AND ' RIM= 20. I I TEMP 8 CAP # I I EX. STREET Llcwr +; o LIND AVENUE S.W. IE-46-516.6d (127V) I I IE=17.25 �, 2 J I fib,I w a� PROVIDE 12 IE=16.s9 15 I 1 EX. CS Q ° 11�11ATlON - 2�T0 KNOCKOUT TO =16.99 �8'1< N 17 292.3298 e' I I I�' E1M15 309 12" N a ■ NORTH (IE=16.75 ) ( 5 I I r ' of ILL3 _ I I I I E 129739...Rg2 I ' oo 0 `.E LOT 7 _ IE=15.22 12" Ml a O O C I I BASIS OF BEARING: 134.5 I ( IIt N . I IIII II I I I II /I �' HE='y NAD 1983/91 AS REPORTED BY THE CITY OF RENTON 434-LF 15 CPEP 4O c TECHNICAL SERVICES DIVISION. IE-1492 1 2• o 03r IE-11.15 60 �- O - X IE-11.04 60" S � E 'J, I I I I rl n �E °LOT 5 II 'J N89'37'19" 347.00� ► >i I VERrf ICAL DATUM. ,,................... .I I I ; c N r 30' x I W I I ii Ex. FIRE HYDRANT ° 4 I I I PROPOS 1 c NAVD 1988 UTILITY �� r � Q a� " I. F I I rl 1 ' :.:..:................� RI . . . . . ACCESS. RISER . . . ; . . . . . SW 1-9TH . ; . . . . . . . . . ; 1 ' ' KNOCKOUT TO IE=16.39 (24'� w I I �' M Q o - . . . . . . �. . . ; . . . . . . 1 NLw CB : rl Q : : : : : : : : : : : . ' : : : : : : : : : : . . . . . . . . . : . . . . . . . . : I: : : : : : : : : ; : : : : : : : : : ; WEST (IE=16.42)/E=17.54 (1s'EJ I 1 I I ;!,� x 3 EX. SDMH �Y o .... .....\`. I ........................... i. I I JJ RIM 19.43 � t'?i EE� ..................... 20 I I I e rl I ;' •- •' •'' •' .. ......,,.. �.. ....�,... LOT 8 , It I ;{ =; _ (18»IIC- If 13.60 . . . ' . . . . . . . . ' . . . . . . . . . . . . . . . --i '\ : ' ' ' s1 i . :WUND : : ;. : : : I I J 1 1 11• rO1D.I. o10%.ELF16.7$ : : ; . . . . . . . . ; .1' (MIN:) ; . . . . EX. t: . .w : ; : : : `: : : : : ; x I I �� t �IEx. ce .. ........ . ..■. .7 ...................................... ^............I . .... ..:............... RIM- •,34 I I rl W JJ I ar �, I r' 1 g - o . . . . . . . . .. . . . . . . . . . ': . . . . . . . : // �� : . . . . . . . . . . . I I I w"'a 1 =14.23 12` ono = . . . . . . . . . . . . . . . . . : : { : : : : : : ' ► ,': : '� ;,b. . I I �N � ,1a, » Z I I C�ER . . . I ' I ' I i 1 E=14.13 �12 EE a� 16Ds 1 I . . . . . Ex.,60"-j'.11: ' .11. . . . . . . , I O i•6�LF 24" CPEP (. p 1 I �°' ' ' E�=:1o.: ' : : : : : ; : : : ' : : : : : : : : : ' : : : : : : : 'It ' 11 : : �c. :a" sAN: : : : : : : : : : ' o moo. 4 I I Iv' S89'37' 9�1N I 347.00' ' ,' ► I I "I i .. f 9 , 1 EX. 10' PUGET SOUND POWER W . . . . . . . . . ; . . . . . . . . . : . . . . . . .. I ' 1 i '.U:.' ' '..:....:....:.........IE=12.35..:..'..:..' ' 36 DIAM. ( I -- -- -- -- -- -- -- ------I--�-�- l I I " 'k LIGHT EASEMENT PER REC. 10 :. .................: :..:....................... : ...................... : ...... .......... . 10 ) I NO. 8211170375 . . . . . . . . . ' . . . : : : : : : ' . . . . . . . : .. E=9•.75 . . . . . . . . . ' . . . . . . . . . ' ! (TYP T OF 4ESS I I ( � o i i . . . . . . . . !. . . . . . . . . . ' . . . . . . . . . ' . . . . . . . . . ' . . . . . . . . . ' WET VAULT : .. B �4• TYPE II-)48q ,/�I , I '•+� 1TI .e�I II .r .. : .ft•U �r.�. 3.F. . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . .. . . . . . . 0 Rl - 0 616 .... .... .... •... STATIC W.S. EL-16.75 .5. 24................. ........ .................... .................... it 0 �4 EX. STREE1 LIGHT 15.80 Z TOP VAULT EL=18.1 a lE=16.93 -E) w 24" CPESORM DRAINAGE OUTFALL PRORF EX. SDMHLOT 9 RIM-19.5¢ _ : + <`' '� • °1 r " '. t►,. lr SCALE: HOR., 1"=20' BAFFLE WALL I \� I I I I -1 ; a "_ � _ � --___ I #I " � � E- 7:36 12� � ,� t�'i' Mm VER: 1 5 TOP EL 15.75 ____ III \ �� / I'� I rl °� IE 13:78 60 N _ IO cv 00 (REFER TO STRUCTURAL PLANS) ---t_- ''� b _ _ - - �e 1 IE=13.56 60' S cV 00 as or or n N 171974.5721 l`, » it EX. C8 cd Ob �zj _ / ) FLTE� =14. 5 -w -- E 1297397.9794 PROPOSED 5' WIDE ,� _„'� `�.� ° 4- DRAIN-rl T I • rl RiM=18.95 cv *I, � z N N °f a 5 LF 18 CPEP -, 'ABANDONED PER , LLI 'NI:10� FA FETVCE I I CONCRETE SIDEWALK ',, ?e IkENTON sTDs. I I 1E-15.45. 12 , x o 0 0> (PER DETAIL SHT. C6) 0 0.25% = (PER CITY OF RENTON ,• I I ; IE=15.35=82" W; ` If O VAULT 15 0� I S .................................. .. ■� ��-- O O :.:..;.:..:'? :....:.R ..:.........:.......: - - - -.- - - - I _ _ _ - - To. DET. N0. 2.2.1)_ _ _ _ - `�I I ,% - 00 W al R/W. . . . . . . . . . . . . . . . . , . . . . . . . . . ! SW19TH. Ta . . . . . . . . . . . . . . . . . . ; . . . . . . . . . , - _ - _ - ? r -- -»; - � 4$' 2 - - - t EX. SIGN I �' a ,� • � " -- � e . . . . . . . . . ; . . . . . . . .► 0 = 90 34 07 ---- - - -------- - - ----- -- ---- _-a-- - -- - --- - _ --_ - _2 c �G , . . . . . . ( \ . . . . . . . . . . . . . . . . . . . . . . . . . . . 9 - _ 0 2 - ;5 -- -- -- - - --- �, �----- - -- - - - -- I R 55.00 �FY 4! d I 4r e 9 TYPE II 48` �, 3 �� X. STREET- 3b e .e_ -- r !� F N II S E` g v1 20 I:k Cf3 - -. ;.....:.'. .....:....:...... 20 180 LF 18 °CPEP N j I .W. 26 2374 o _ I 3 a POWER I L = _86.94 �- 0 H� `�► \(TO.BE�REMOVED): . : ; : : . . ;y: :� T : ; : j : . : : : : . ' . . . : . : : : : : : : : : : : : IE= 14. �° IE=13.94 4 I = _ AULT �� I I ! ����� . RIM 17.04 D(. CB EX. G'� p EX: GAS O VALVE 13 -� CP l . : . . . I . . . .�\. . . . . . X. 60 6,�9 1� ?° �' - _ --- r% �+ : , . . . . . . : : : : : ' ' ; . . . . . . . . . ; : : : : : : . I E ' I . : : : : . . , . . : : : : . WETLAND : : : : ' ..- J - ---------- -- ..- a� ---- - -'--------= E=13.80_ 4'r ------`�--��------ '•��- -J I 'r■ : : : : : : : : : : : : : �: : �' : : : : : : : . . . . . a� . . . . . . . , . . . ------ _- ----- A=- '_:r�""_ass ---- ------------ ------------- ---E -- -� - - T , j , . :i. . • . . . . . , I . . , • . , \. . . . . . • . , , • . 1t;_T6" 111 ry - ----- ----- --_- -----------------_�__------------ -__ -- =__;________=_____=_::-- �: s:szzz:a sas:czz:s:z:s: 7 25d72 4� �: . . . . , . i . . 1. . . . . . . . . . . • . . . . . I . . . . . . . ; . . . . . . . . . ; �- - - - - •,_ ,,.. r�- _ ____ - s--- ---- ��------ --------Q,,- --_ - ---- - ------'� --- 0g----- t� _. - --------- ------------- q,-- ------� � f` F6/gtE��, �`� v ..............:. ............•..J.r,:,�.1..; .. ; .1.6.:.w;....;.... ..,.:... : ,' . . . . . . . . . ','. . . . . .'1 .':-__-r..a.�. .� i EX. WATER s`sjOhA b y� Z / ; : : EX. CB J EX. SSMH EX. SDMH EX. CB g' �% MANHOLES L ► C0� j Q . . . . . . . . . : . . . . : I I : : : ; 111 , 111 . . . . . . , . . ; . . . . . . . . . , EX. SDMH RIM-19.81 EX. STREET RIM=19.36 RIM=19.06 EX. STREET r °' EXPIRES E 'l N . . . . . . . . . : . . . . . . L:-`;�---- .r �...... JII: : .ilj NEW .36 CPEP : . . . . : : ' RIM=20.20 IE=14.21 (12" S » I ; ! ) LIGHT IE-13.74 18 S IE-15.50 (12 N) LIGHT ,I �.i : . . . . . . . . . : . . . . . . . . . . . • . EX,:60. =-=-''11 I - . : . . . . . . . . . : " » ;�� z I I . IE=13.28 12 N IE=13.39 18 N o ' ' ' ' : :Ex. :2'4' DRAIN :PIPE . ' . . : : : . : : : : : : : : : ' IIt ' 111 IE=11�d3 . . . . . . IE-13.25 82" S3 Ex. 1S PUGET SOUND POWER IE=10.14 60" E ��` �•. CITY OF RENTON 70• BE ABANDONED ; . . . ; . . • (1 , I I --- ; . . . . . . • . . ; ■ IE=9.74 60" E & LIGHT EASEMENT PER REC. `' CPEP 9 �.......:....:Pt;R:'C :'OF :RENTOIV;.i..; '..:.: =9•'78 L.,.J... ........, ..:.. . g f... .........;...,.... .... 1p ' IE-9.70 60 NO.W� EX. C8 NO. 8211170375 IE=10. „l (IJ�Yf IE=11 04 60 W 1 AF�ITMENT GOP PUBLIC WORK® . . . . .STANDARDS.. . . . . . . . . . . . . . . RIM=19.93 ill IE=16.17 (12" N) ClRT�CA►TIOM 1 . . . . . . . . . . . . . . EX. :Q :SAN: : : : : : : : . . . . . . . . . �� I HEREBY CERTIFY THAT THE HORIZONTAL AND VERTICAL 6 Al T OCS WS A%t4 ' . . . . . . . . . '. : : : : : : : : : '. : : : . . . . . . '. . . . . . . . . . ' . . . . . . . . . ` . . . . . . . . . ! . . . . . . . . . ' 1. ALL TYPE f CATCH BASINS SHALL BE LOCATIONS OF THE STORM,DRAIN MANHOLES AND GRADING AND STORM DRAINAGE . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . . . . . . . . . : . ......... . . . . . : . . . . . . . . . . . . . . . . . . . . a MODIFIED PER FIELD CONDITIONS MFB BIDS 1/19/98 p� 1. IN ACCORDANCE PER CITY OF RENTON HORIZONTAL LOCATIONS OF LITERAL ENDS SHOWN HEREON PUN . . . . . . . . . : . . . . . . . . . : . . . . . . . . . ' ' ; . • • • • STD. DWG. B012. IS THE RESULT OF A FIELd SURVEY PERFORMED BY ME MODIFIED PER CLIENT REVIEW MF'B BDS 11/24/97 OR UNDER MY DIREC N. MODIFIED PER CITY REVIEW MFE 8DS 10 28/97 O�eitxllD K +€€ 2. ALL TYPE It-48" CATCH BASINS SHALL MODIFIED PER CITY REVIEW Sw B05 10/15/97 DPAM Sw �� 7 16 97 rat i WETUND OUMALL PROFILE T,O""06 rrs.177 BE IN ACCORDANCE PER CITY OF � tC a�a�D DK8 scAa•t .4 ' Fro �AaE ' z " DENNIS J. AL L. . 7 2 DATE 115 w___ _ 74 Di SCALE: HOR.: 1 =20 RENTON STD. DWG. B027. MODIFIED PER CITY REVIEW MF7� SIDS 9 9 7 VER: 1"=5' sr AM DATEbloccfto Of 154j,l will C3 d• 8 � h' File: P:\sdskproj\6045\engineering\6045pgm2.dwg Date/Time: 08/27/1998 09:03 Scale: 1=40 DAVE Xrefs: Z6045-13,Z6045-T,Z6045-S1, _< �� ���7e6 ; �: sCAnnEo NOV 1998 o Z GRADING AND STORM DRAINAGE PLAN V) BENCHMARK: O CITY MONUMENT N0. 1895, 20BRASS DISC WITH A PUNCH � rj�---------- ----------- ------------------------- ----------�� ' I MARK ON A 4"x 4" CONCRETE POST MONUMENT DOWN (� W - i I Lr �r---------zr---------zr---------zs-------- i ■ 0.45 FEET IN A CAST IRON MONUMENT CASE AT THE Ll.. 11 ' CONSTRUCTED INTERSECTION OF S.W. I M STREET AND �°'x? EX. WATER LIND AVENUE S.W. Q I I eel 1 I Z AI Z " _ e..�wa►TM Sao it I BLOWOFF VALVE " EX. SIGN z - _ I � IX. 10' UTILITY EASEMENT PER �--�-----------� -r--- -�__� BASIS OF BEARIIVC� EX. 1 D' UTILITY EASEMENT .I � MATER � � PER SHORT PLAT 022-85 REC. NO. 8707281846 (REPLACED " " REC. N0. 8507169002 " REC. N0. 8610311858) N d� i5 25 ;41 1 _ N 89 37 55 E 555.16 • a' �. NAD 1983/91 AS REPORTED BY THE CITY OF R Q �! TECHNICAL SERVICES DMSION ` vi U 'I -nxww•. 11 I 1,JJ I . I x ....ems ®wn. � ... mn.+._u__. .r..,wn««mMn..e ..m. +^.....-_..�xi<S'L' 'J s+ x.ww.. ''•S aw.w.. .w' ....- __-....._a.-._��...wr...-._.._._ .-.. • `� .w. L i.tJ.1AL r ' VERTICAL DATUM: �' �� w 1 1 (n 3 AL14 e. NAVD 1988 Q y Z •. I n II an O cl Z I I I I " I I ■ z EX. PRE I 1 328 .• V U O r Q HYDRANT Ir S o EET I i ��'•4L I_'; W Z 0 x ( I �J ■ XPIRES 1 - 1• •� Z o •fir 1� x n �, •off 11 T9 I 1 O+ 5 I ` I I J i5 1. ALL TYPE I CATCH BASINS SHALL BE PROPOSED I WIDE I ;; �; ,, CONCRETE SIDEWALK :. I � r .- ,•� •� • ; •, I IN ACCORDANCE PER CITY OF RENTON PER CITY OF RENTON x ■ 1 a � STD. DWG. B012. I ;''�. STD. DIET. NO. 2.2.1) ( AI , I 9 L& 1 2. ALL TYPE II-48" CATCH BASINS SHALL " ' BE IN ACCORDANCE PER CITY OF I EX. SSMH - _ PAD ELEV. 23.0 w RENTON STD. DWG. 8027. ; I i I EX. S.W. 19TH ST. ■ --_ f---- +�EX. GRADE a 3. ALL CPEP DRAINAGE PIPE SHALL i R.O.W. ,; ' I I I( ! '�•f MAINTAIN MINIMUM 2 FEET OF COVER. I ; J9 I 1 Lx 507E" CPEP 36WCESS RISER•--_+- ___ _ ------ - 11 I 1 I I , - -I-----r--- -� _ 11 I • I MP. 12" CAP I " -- AI 1 A I I 1 � r•�NEW 24 SD w a° EX. 15' CITY OF RENTO �; „ , ■ 1 I U v ' a� UTILITY EASEMENT PER J �, IE=17.00 I I 1 TOP VAULT 11 1 zzzzza REC. NO. 8202160349 EX.I'G,� I ' EL=18.10 1!! SD. w 0 ,E MAFVKER ; I STATIC W.S. O I x I ■ Q ° EL.-1 a.75 - E 3 �< I S89'48'35"E 349.66' c8 3 TYPE I ALL - 1 CENTER STRUCTURAL EX;; WATER `'rat; x RIM-21',15 21.1eBOTTOM w VAL'1/E ;; �o, IE=48 r16.64 12,r�-OT 4 I EL-110..60 W ' I I IE'-16.61 (151S, �, ,, I I PROPOSED 22 i BAFFLE WALL WET VAULT �0 11 3 ° �,E I � � 1 TOP=16.75 � 11 '^ I I I I 0. Gj v_ 11 Cd I ■ EX. 5' PACIFIC NORTHWEST Al EX. UTILITY EASEMENT I SECTION A-A w F M E BELL UNDERGROUND COMMUNICATIONS I I ITO BE 1 o v,•- EASEMENT PER REC. NO. 7902141336 Y.Y. �''J c N 2O AFN 8507169002 1 NOT TO SCALE I •C ;i "i 'I I I I 165 LF 1 S" CPEP ;, o I I -Co I I O 0.25% 3 EL V 11 , I LEGEND LLJ . •■ 11 I I 00 11 � I II I x f_ x I, LOT 2 r w I M a I PROPOSED TYPE A CATCH BASIN O M 20.52 �, CN s, PROPOSED TYPE I CATCH BASIN ■ Z rl I o PROPOSED 1D ■ PRIVATE DRAINAGE EASEMENT 1 EXISTING TYPE II CATCH BASIN - = EX. 5' OLYMPIC PIPELINE EASEMENT PER REC. N0. . .- t I I ■ EXISTING TYPE I CATCH BASIN C� 5884205 AI +� \ \ 11 I I CB 2 TYPE 11-48 , 11 g z o X. WATER ; ;�o�J \ \ \\ \ RIM=21.50 I I PROPOSED STORM DRAINAGE LINE u Z I ALOE 'FI IX. GAS x \ IE=4i,i't`16..T2 (13'14 I ■ g ; MARKER POST 'Poll \t �J / IE-16.27 (1d'S) 4' EXISTING STORM DRAINAGE LINE S89048'35"E 353.43' �''��g't�'\ J Ll.J AI II 1 AI I PROPOSED SANITARY SEINER MANHOLE 11 I IA ' r1a• / 10 I I " I \ 140 LF 18 CPEP ue o.2a�c EXISTING SANITARY SEWER MANHOLE SDMH m ii o o OUTFALL NOTE: THE CONNECTION OF THE 36 DRAIN 11 I \ I I 1� PROPOSED IwSANITARY SEINER LINE ' •'''�• ' _ ry ' PIPE TO THE EXISTING CATCH BASIN I I e MUST BE MADE BY USING CLOSELY ; 2 �9J\ I I 36 D1A. SPACED DRILL HOLES AROUND THE ;; \ I I� CIRCUMFERENCE OF THE AREA OF VAULT ACCESS I EXISTING SANITARY SEWER LINE o o 'I \I (TYP. OF 4) x CONCRETE TO BE REMOVED. REBAR „ \ `I ( I 1 EXISTING WATERMAIN -------- Z ►Q '� `' EXTENDING INTO THE OPENING MUST �, bt 1 LOT 3 �° I 188'x40' • ` .£" , c CL BE CUT OFF FLUSH WITH THE EXISTING AI '? i J `'J, �,� , \ I FUTURE STORM DRAINAGE WET VAULT I ' �` � m m m m CONCRETE PAINTED WITH AN EPDXY I ° � ? I SYSTEM FOR ROOF �� 1 _l a Y 5.� -� 11 „ BOTTOM EL-10.60 I • PROPOSED WAT'VtMNN - �-•• 00 ". SEALER. CONTRACTOR MUST NOTIFY ;; EX. J-BOX �`'�, \ B 1 Ilt�00 DRAINAGE OF FUTURE STATIC W.S. EL-16.75 1 ' ' m o, o> o> r THE CITY INSPECTOR PRIOR TO THE EET \ RIM= 21. 1 BUILDING - ■ •' Z7 ' n ;: 0 TOP VAULT EL 18.10 .-_-_...__ .,-.i_..__, rr .r WORK TO DISCUSS METHODS AND G „ ; h IE= (1 ) • I PROPOSED CONTOUR 23' Q I I li N N N •- Cr n , II ti : 1n 1n ' o DOCUMENT THE CONDITION OF THE 11 ;; EX. SSMH � � 15 I CV cV X °p o o M MANHOLE. ANY DAMAGE TO THE MANHOLE MUST BE REPAIRED TO BAFFLE N►/� tv Z O O EQUAL OR BETTER THAN PRE-DAMAGED ;; II �� - �'G9 x - 00 W N (V CONDITION. Ex„ wA I _ - _ A I EL 15.75 Y . .. z z "' EX. 15' PUGET SOUND ' �� - °�J_ REFER 10 STRUCTURAL PLANS) MANHOLE , POWER & LIGHT EASEMENT - _ _ _ " PER REC. NO. 8211170375 ��� --- LF C 5 lF 18 • PROPOSED 5' WIDE i9 JJ - 1H4 - EP 7 CPE O D. I HEREBY CERTIFY TW1TH RtZONTAI AND VERTICAL " ONCRETE IDEW�( - IE O AULT= S / 1, �1 � ' �o PER CITY OF RE06N IE=17 96 (24" S) I e° - _T - - (r \ R EX. J-BOX (TO BE RE D _ HORIZONTAL LOCATIONSOF LATERAL ENDS SHOWN HEREON t� 0� Sy M J `v► �, �_--- � IS THE RESULT OF A FIELD SURVEY PERFORMED BY ME O � c � .• "'!VALVE �VGAS -_�' s .�0 Js _ - i 12S OR UNDER MY DIRE .� o Q W - ------ -- IX. WATER �; 91 __ �J __. - - 2sd72 `sv ---- ------------------ ---- ----------- ------ ----------------- - - _ ---- ---- �2 ' oo�TE MANHOLE � --- _ _�_ 4�_3`� - - - - -- .-. ------ ------ -- -- I- 55. , � goo �01 "�;' �o, �o E1�e � ��, -1K _ ,g.5�62.6_ _ � _y_ s� _ . _.. ,.f ..4,� ?, DENNISNI �. L.S. ��^ cIsIE o - L �,87.50' 11 fit. c8 o II $ IGI�t J °J HYDRANT ''� -48' �SZ�NA L E� b' �►�� ?o RIM-19.98 d - 8 1 CO �e N ------ rc���_ I--+ ----- ---IL 7 �° It o �. - 1 E 180 LF 18w EX PI zFABFVC o ' �., , ----- EX. SSMH -�►eJ---R--------_---------_-__- _- -------___ -------_-_---__-'-----_____ --__ - L- - 1 - - -- CPEP O 0.251i -___- - - -__-- ___- - --- -__- - - - --- _:- -__- ___- ___ ' - - --- - - - _ --__.._____ _ „______.__ - - ,ems - �__ --- FENCE C OF RENTON �..-........_.-.o - -- ------- '0- J -- sty J. _.. __---- °� ___-- °y_----_______...�st...._. ._._ b,---------------- oaJ- ---- ---__ '•ems _ �� . 1 - �___=_°° (PER DETAIL SHT. C8) EPARTMENT OF PVE3IL.IC WORfCss -` ��1.-O-rOR---- �y - -- r- - + p EX. SSMH ---I �°�-- q, RIM=O.OS 9r.,�� � IX. CB IX. CB IX. SSMH EX. STREET � IX. CB 1 � • RIM-20.08 " RIM-20.11 LIGHT RIM-19.49 CPEP 015 LF 81. C�RADIiVCi AND STORM DRAINAGE ' n o_ IX. FIRE IE=17.50 (12 N) IE=15.43 (12 S) IE-16.08 (12 N) I I TIE-15.29 (12 S) e HYDRANT EX. STREET " PER FIELD CONDITIONS MF'I3 � R pU 8 EX. WATER LIGHT REPLACE IX. 12 �SD L,,AN I a o o B EX. WATER I9 MANHOLE IX. 24" DRAIN PIPE W/25 LF 36' CPEP ( IX. SDMH E-12.35 MODIFIED PER CLIENT REVIEW MFB BIDS 11/24/97 VALVE I �� TO BE ABANDONED MATCH EX. IE IE-11.9* RIM-19.88 MODIFIED PER CITY REVIEW MFB SOS 10/28/97 Dew*m K J w n �� _ + PER CITY OF RENTON SEE OUTFALL NOI ' I E=11.83 �24: S3 7p/,� 7 16 97 RE Np• CE O 1 2� 1 I STDS. THIS SHEET. IE=9.83 60� E MODIFIED PER CITY REVEW SW BDS 10/15/97 o�u►wlr SW "_ 04!22�2z ''■EQ • ��r t T I I I I IE-9.78 M W� MODIFIED PER CITY REVIEW MFB BIDS MOM DK9 SALE 1 �� rAf! W APPROVED �D. .� AIR DATE DRECtOR 6F PUIPILIC 100"t o4wT C2 cr 8 m File: P:\sdskproj\6045\engineering\6045pgm1.dwg Date/Time: 08/27/1998 08:56 Scale: 1=40 DAVE Xrefs: Z6045-T,Z6045-B,Z6045-S1, % le - 2 ? SCANNE() NOV - 5 1998