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Specifications .JUL -21 -2000 16:24 PROTEC 5032350363 P.01'03 Facsimile Cover Sheet p/ ��,v 0 207.-- PRifitiC TII INC. ELECTRONIC SECURITY SYSTEMS 720 N.E. Flanders Street Portland, OR 97232 Phone: (503) 2354000 Fax : (503) 235 -0363 DATE: July 21, 2000 FROM: Courtney Clark # OF PAGES: 3 TO: Tom Plesher COMPANY: City of Tigard FAX: 503 - 624-3681 COMMENTS: Here are the reports for Tigard Corp Center "B" and "C ". We are in The middle of a -computer conversion and so the print out is showing a Burglar alarm which really Is the Fire Alarm. I have corrected that problem and if you would like to see an account database report for these accounts, call and I can get it for you. Everything else is shown in the right hand column. Call with any questions. 503 - 2354000 Thank you, rtney a JUL -21 -2000 16:24 PROTEC 5032350363 P.03/03 • 7/21/00 SECURITY ASSOCIATES INTL, INC PARE 1 DETAILED ACCOUNT AM:T:VITY PRINTOUT(Z22) HST 0 TO 909999999 ACCTS 70100310 TO 70100310 07121/00 THROUGH 07/11/00 LOCAL 70292 PROTEC INC (MI LIST 3 . EVT DATE EVT TIME OPEN EVENT /COMMENT CS ACCT: 70100310 T16ARD CORP CENTER PS" ALT ID: 70100310 22067 NW SEIINETT HILLSBORO OR 97124 503 07/21/00 11 :28:06 20 150 RESTORE 4/ FIRE 07/21/00 11:27132 640 7876 MOLAR ALARM R rte 07/21/00 11:26:31 70 2000 RESTORE "T SUPER/TAMALE E its :4 / 07/21/00 11 :19139 00 050 TROUBLE .7 fi/ 070100 11:11:40 POP 4973 Rene dialed 07/21/00 11:11140 COMMENT' 71 4877 0 NOON e Tri-OCA61.0) 07/1100 11:11:40 POP 4978 ZONE 495E0 07/21/00 11111 :40 COMMENT: 72 4276 07121/00 11:11 123 POP 4974 200E 051.110 07/21/00 11:11:23 COMMENT: 71 . 7412 5 0:MON 07/21/00 11:05:24 POP 4971 LORE ADDED 07/11/00 11:15:14 COMMENT: 72 7877 07/21/00 11 :04:46 POP 4474 ZONE DELETED 07/11/00 11 :04 :46 COMMENT: 72 7412 5 0 NMNN '07/21/00 11:04:34 POP 4973 zone chancel 07/21/00 11:04:34 COMMENT: OD 7110 0 ISSN ' 07/21/00 11 :04 :34 POP 4973 acne chanced 07/21/00 11:04:34 COMMENT: 01 0274 0 MINN DT/21/00 11:04:34 POP 4974 100E DELETED 07/21/00 11:04:34 COMRBNT: 271 6071 0 ANON 07/21/00 11:04:34 P0P 4973 zone changed 07/21/00 11:04:34 COMMENT: 20 660 0 NNW iiRE 07/21/00 11:04:34 PAP 4973 zone changed 07/21/00 11:04:34 COMMENT: 60 849 0 MINN 07/21/00 11104:36 POP 4975 zone ehenged '07/21/00 11:04:34 COMMENT: 70 2000 0 NOON ELIPER /TROISLE 07/21/00 11:04;34 PPP 4973 zone changed 07/21/00 11 :04 :34 COIOIEMT: OD 650 0 MNNN 07/21/00 11104:34 PDP 4473 acne :Maned 07/21/00 11:04 :34 COMMENT: OZ 8279 0 NMNN 07/21/00 11 :04 :34 Pop 4974 ZONE DELETED 07/21/00 11:04:34 COMMENT: 272 0276 0 NNW END OF REPORT - - - - -- - -- - --- - TOTAL P.03 08/10/00 THU 15:11 FAX 15034432291 Baugh: Tigard 11001 : 1. � c• • Geo OEngineers May 17, 2000 Consulting Engineers and Geoscientists Specht Properties, Inc. 'Offices in Washington, 15400 Southwest Millikan Way Oregon, and Alaska Beaverton, Oregon 97006 Attention: Mr. Bob Burns Summary Completion Report Tigard Triangle Project Southeast 69th and Dartmouth Tigard, Oregon File No, 4217 -013 -01 GeoEngineers has provided on -call geotechnical monitoring and testing services during construction of the Tigard Triangle Project. This letter summarizes our observations and testing for the building foundation and associated site work. Geofingineeas prepared a geotechnical engineering report for this site titled "Report of Geotechnical Engineering Services, Proposed Tigard Triangle Development, Tigard, Oregon," dated May 8,1998. A GeoEngineers representative observed stripping, subgrade preparation, and cxcavation for the building between May 21, 1999 and June 14, 1999. The subgrade was proofrolled using heavy construction equipment Based on our observations, the native soils containing vegetation and roots were stripped and the building and parking area subgrades were prepared in accordance with the project specifications and the recommendations in our geotechnical report. A GeoEngineers representative observed placement and compaction of struetural fill to raise site grades. Placed and compacted fill was 1 to 2 feet thick in the southeast portion of the site and up to 18 feet in the northwest portion of the site. A GeoEngineers representative observed material types and conducted nuclear density testing and/or observed proofroll of in -place material. GeoEngineers reviewed settlement data provided by Baugh Construction for the fill placed in building areas. Based on our observations, the fill was placed and compacted in accordance with project requirements and recommendations. A GeoEngineers representative performed in -place nuclear density tests on crushed rock base placed beneath the floor slab, and in utility trenches. Areas where the test results indicated inadequate relative compaction were generally reworked and reoompacted. Based on our testing and observations, the subgrade and base rock in the building pads were prepared in accordance with project plans and specifications and the recommnendations in our geotechnical report. GcoEnghmers, Inc 7504 SW Bridgeport Rand Antind, OR 97224 Telephone (503) 6249274 Fax (503) 620 -5940 Q8 /10 /00 THU 15:11 FAX 15034432291 Baugh:Tigard E1 002 Specht Properties, Inc. . - May 17, 2000 Page 2 GeoEngineers involvement during construction was limited to testing and observing activities pertaining to geotechnical engineering. Our involvement did not include supervising or directing the actual work of the contractor, the contractor's employees or agents. We trust that this information meets your current needs. Please call if you have any questions or if you need more information. Yours very truly, . 6 e r es o C. Vela, P.E., Ph.D. • 'P' 18. Project —13LE010 CZ) j Of 17;;;374 7.471 : 6. 7 David L. Maiden, P.E. Principal JCV:DLT:nilo Document ID: 421701301CompRptl.doc cc: Mr. John Lawrence Baugh Construed= Oregon GeoEng +nears File No. 4217-013-01-2130 ' JUL- THU 12:18 PM MACDONALD MILLER FAX:5037360597 PAGE 1 Y' /mil lcvei , / -: D . 3 74 I ARAM FAX QW July 1, 1 Q1—&---64 4v2617-- r f pa es including 1 � 9 cover sheet 2 TO: Mike Sheehan FROM: . Nick Scott City of Tigard MacDonald- Miller Building Department 1 240 SE 12 Avenue Portland, OR 97214 Phone 639 -4171 Phone (503) 736 -0566 Fax Phone 684 -7297 Fax Phone (503) 736 -0567 CC: File 1 REMARKS: a Urgent ❑ For your review ❑ Reply ASAP ❑ Please Comment ATTACHED: Please ' the folio ing for the Tigard Corporate project (Bldg Permit # 5 -79C): 1. Plumbing Riser Diagram Thank you, Nick Scott If this does not meet your requirements, please let me know as soon as possible. t'r 3_ III."'- "-P- -� zoop 1 1ro-1 7 L Ro-} 1 zi -1 1 ¢a�i 1 ReY1 Ra -1 IP 7 W �•�' I I P-. 3I e•en/ 1s" `n 1Oev - / 7 GW I IVgkW r W - -- I 3 1t� L ., itIOACAre-"c7 _T :a 1 Tr_ -.. 7:: T.. l f'""' ''' I m 11 , 1 y.=3 I I , 1 I 1 1 litrIll, 111 I I y m I I 1 1 � 1 1 _ I I _ I 6 -! I V�IC- 1 4 I I , I VI 11 W I .c .�9 - r 1 F- ■ ` I I 1 143 1: :- 3 1 4 „ I v,.. -ttvi L=i I 1 r r MP"' WCr2• W�+'1 ]s t>!Y�y �l I j"Htel 1 1 'f�kNvd l w I NI C 1 � /4e$W - 4.,-. , '311 --F� t -� -- ! c — 1 I ( rte / --1 1 I , `' 3ya�r� t I 1 I a dear ( 1 I t 1 w I f 1 1 1 1 1 .t 1 1 1 1 1 1,, 1 1 1 1 1 1 11 1 1 r 1 a 1 1 I ... 1 1 1 1 1 I I 1 I OED 1 1 1 1 1 1 1 1 1 1 I I I 14j i t_-1 I I t 11 iIi i I I 1 AI -1 , E 111 I I T., -. >a 1 l I ft-1I Ivic co3 I t 4... AN 1 1 1 k_ I ._. • 3•waMttr /6h Z R a . -I 4 -to vsiorm\ h 4� -t f sQPv raL.. 0 ib 417E• -AO • � r' o. L f COR.PwR,�rE- Ge747 7� `�°' - � VII", T ac0ono i er ompany, nc. '•W„'"'°' �t��Q1D mow" 1240 SE 12th AVE. ° C. Ml�I�L*"r Portland, OR 97214 .. Trr? AIM RD .- wa .vw.o[ wn PAon.: (lol 136 -6981 'T yP,l e. 4L_. $tt)1 S- zI raddr /2JSE? F //ALe . - �►/aw/E M tswl bn - 46 . , 1 g - - . 6 ) 1 0 - C)C26 VLMK Consulting Engineers . 3933 SW KELLY AVENUE / PORTLAND, OREGON 97201 -4393 - (503) 222 -4453 / FAX (503) 248 -9263 STORMWATER CALCULATIONS FOR TIGARD CORPORATE CENTER 69TM AVENUE TIGARD, OREGON FL_ r I i g (0.5 PRG1N 18874PE 'Q 2 / , i l� OREGON '9 � 4 /• 21 , 9� *CQ' CARL O Expires:/ 3f 9 / VLMK JOB NO. 98145 131 j3 u7C 444 1-41i0<argQ_ /1)2EA AvE0 S1►,/146 - E A r-�a Tb74 4..-.. Ar.- C A 4-1070 Sr 2U � sr 352(6 sr 96565 sr (0.9434.) '0.4 Ate) (O. Soe A‹..) (Z.zi Q ..) 41065F 2c�Z8S s• 1 Q785 s1= g114.0 Sr' (o q43 AZ G . Ate) C 0 .45' 44) a , 8K3 Ate) . 41o7o Sr z'J25 SF 19785 sr e/f4o Sr _ (0,943 4 ) (O -' A) . CO.454 40 C[., 90 A ._) ToiML- I z3zio sr 66848.65 sr 7476'6 35 5r Z.5 484-5 sr (7. 21.9 A) (1 ,397 .4 (1 7 174,.) (S. 9.1-3.,6. ) VLMK Consulting Engineers 3933 SW KELLY AVE. / PORTLAND, OR 97201 -4393 _ _ _ _- (503) 222 -4453 / FAX 248 -9263 - 1:4OLG Job l(c�n rl�r,oy z Client Job No. ` " 14 7 By ✓ 0 Date 5 / 20 " Sheet No. ,tiE>J --ThAaatOv5 . d?Z A 4/07o 7Sz 16 - 35 = 7 Sr =1,7s/ (� ¢t U7 f (97&5 6oas5 sr 1.397A� C 41070 -+ 15785 = O9SS SF = 1 , 317 %D��� 19 79' 96 Sr = 4,545 A<_ _.-----, -----;-• ,.... VLMK Consulting Engineers y 3933 SW KELLY AVE. / PORTLAND, OR 97201-4393 Client (503) 222-4453 / FAX 248-9263 Job No. ? & 4 .5 By Swo Date 57z Sheet No. . _ . . kiirr6 OM LI/ 7 62-c u 0. " i &) O. 03 PT X 197996. 5F = sci3c? ,87 c_Jr - CF = 0./4 ,t1. --1 --p..+Iit..5 - • - . _ s c.r/C Y( Y .3d0e) -e</ife_) • • • Q'''cA . . . • • . iaz-PAT- IL-TEC_ asi 49 •Y )s P tv-/c..meT . = 0 .9-17, ),.1 , )2.. S • • • 1. Soor 13 (Arcriztoie - 1444/1/44 ' — SEE r °1- " w1A 'i 61 5 J76 t-- F e/x l'e STau-kinc.7 • x - 1 -- z- -51-s • D3 STORMWATER' MANAGEMENT Precast StormFilter' Design NOTE: Periodically check our web site at http: / /www.stormwatermgt.com to see if there are design changes. Updated files can be downloaded. Step 1- Verify with Local Agency Verify with local agency if the StormFilterTM is an approved BMP Technology. If approved, proceed to Step 2. If not yet accepted, call Stormwater Management for assistance in gaining quick approval. Step 2 - Calculate Flows Calculate water quality flow (Qtreat) and peak conveyance flow ( Qpeak) using approved hydrologic models which are usually established by the regulatory agency. If there are no agency guidelines we recommend the Santa Barbara Urban Hydrograph method for the water quality flows. Evaluate the need to adjust flow based on land use and C factor, using methodology outlined in the System Design section. Step 3 - Pretreatment and Bypassing Establish need for pretreatment and bypassing needs as outlined in the Pretreatment and Bypassing sections of the System Design section. • 6' x 8' vaults will require a pretreatment manhole. • If Qpeak is greater than 2.2 cfs, the facility should have a high flow bypass. Step 4 - Size the StormFilterTM • Determine the number of cartridges required, and then size the StormFilterTM based on Table 1 below. The number of cartridges is determined by: 449 gp' Number of Cartridges = Otreat x cfs 15 gP V Cartridge • There may be cases where more cartridges are added as more of the site is developed. If this is the case, the unit should be sized to the ultimate build out conditions. © STORMWATER MANAGEMENT 12/10/97 Table 1 Determination of Precast StormFilterTM' Dimensions StormFilter Flow Typical Number Nominal Exterior Model Rate of Cartridges Footprint Number (cfs) Available Width 1 Length 6x8 Up to 0.17 4 or 5 7 9 6x12 0.20 to 0.30 6 or 9 7 13 CASE - � 8x12 0.40to0.46 12or14 10 14 8x14 0.40 to 0.60 12 to 18 10 16 8x16 0.53 to 0.74 16 to 22 10 18 8x18 0.67 to 0.87 20 to 26 10 20 8x14/8x14 0.90 to 1.34 27 to 40 10 36 8x14/8x16 1.37 to 1.47 41 to 44 10 38 8x16/8x16 1.50 to 1.60 45 to 48 10 40 8x18/8x16 1.64 to 1.74 49 to 52 10 42 8x18/8x18 1.77 to 1.87 53 to 56 10 44 • Note: Availability of vault dimensions may vary with region. For Example: Qtreat = 0.45 cfs. Therefore, the number of cartridges = 0.45 * 449 / 15 = 13.5 cartridges. Round up to 14 and then use Table 1 to set the vault size at 8x14. Step 5 - Determine Inlet and Outlet Geometry • Diagram how the StormFilterTM fits into your storm system. • Determine rim and pipe invert elevations for the StormFilterTM. Remember that a difference of 2.3 feet must be maintained between the inlet and outlet invert elevations. Note: Use of standard riser sections will help reduce the overall cost of a unit. • The StormFilterTM requires a minimum depth of 5.25 feet from the top of the lid to the invert of the outlet. • Show all pipe penetrations on the site plan. Pipes can enter the StormFilterTM from the end or the side within the confines of the inlet bay. The inlet pipe is preferably 0.1 feet above the invert of the flow spreader which is 2.2 feet from the invert of the outlet pipe. The inlet invert may be greater than 0.1 feet but additional energy dissipation features may be required inside the vault. The typical vault is about 7 feet deep from the top of lid to the invert of the outlet pipe. Pipes may enter at an angle, however as the angle increases, the penetration becomes elliptical and begins to impact the strength of the vault's side. The hole cast into the vault is typically 2" greater in diameter than the outside diameter of the pipe. Angles greater than 10° from perpendicular to the face of the vault should be specified by the engineer on the plans. © STORMWATER MANAGEMENT 12/10/97 GENERAL NOTES: The STD ��T • S1ormniter 7.) STORMFILTER BY STORMWATER MANAGEMENT. PORTLAND. OREGON (503- 240 - 3393). U.S. PATENT No. 5.522.629. No. 5.624.576. AND OMR U.S. 2.) ALL STORMFILTERS REOUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE MANUAL FOR AND FORMER PATENTS PENDING DETAILS. 3.) PRECAST CONCRETE VAULT CONSTRUCTED IN ACCORDANCE WITH ASTM C858. 4.) EXTERNAL PIPING AND COUPUNGS PROVIDED BY OTHERS. 5.) FLEXIBLE COUPLINGS TO BE SET 18' OUTSIDE FACE OF WALL FERNCO OR ENGINEER APPROVED. 6.) SEE PRECAST STORMFILTER DATA SHEET FOR VAULT DIMENSIONS. ELEVATIONS AND NUMBER OF CARTRIDGES. 7.) ANTI - FLOATATION BALLAST TO BE SET ALONG ENTIRE LENGTH OF BOTH SIDES OF FILTER AS SHOWN. SEE PRECAST FILTER DATA BLOCK FOR BALLAST WIDTH AND HEIGHT DIMENSIONS. ANTI - FLOATATION BALLAST " ^ Q ALTERNATE PIPE /(BY OTHERS) (BY OTHERS) ' e c < • C ` 1-1 < 10 1/r 10 fir ` 1•-ti a ( : 1 , �� A AO A PRE -CAST 1' � � �!� / CONCRETE VAULT < AL N ' li_W W W ♦ im uu�∎ 7zmOro =w�nwu7.c.uzdnn-- 11111111111- mr— \��� / I ALAI„,„, — INLET PIPE ) \ �� 11111111111 (BY OTHERS 1 -10 , r 11111111111 / 11111111111 44 6 . 4 � 3• • / LAD D ER iinriiiii: 0 11 IIIIIIIIIII ; 61 11111111111 7∎ $\\ ��� //�� �//�__/..- IIIIIIIIIII OUTLET PIPE ` 8 • ' w�% • ,a,A, 7 / ,1 1111111111 \ FLEXIBLE COUPLING munm S1r wii �c� -zitmlizrai mmam Dui (BY OTHERS) ��.�. (IIIIIIIIIII_ (BY OTHERS) BAY GG!G �' (////�ee. / / //�%/.1 O�//! �1 ■11111DE2I1E11=II162211 ;IILZJIIIMIIFI • INTERIOR WALL (TYP) -2' V_ /} 2 � r.1 ' \`�% INLET BAY 1 • X 4' SUMP • f < 4 4' 4 C < f 4 f f t / PIPE MANIFOLD (11 P) �IA FLOW CARTRIDGE (TYP) 8'x12' PRECAST STORMFILTER PLAN VIEW 0 SCALE: N.T.S 3 -3'x3' DIAMOND PLATE DOORS (TYP) TRAFFIC BEARING LID (TYP) OVERFLOW / LADDER (TYP) JOINT SEALANT (TYP) FLOW SPREADER (TYP) ROUTES ° RADIAL FLOW A c L_____, CARTRIDGE (TYP) 7 � a.5' ., 4 MINIMUM SLIDE GATE VALVE (TYP) % 111111 ' ' 11111111111 / % 1' - NOTE: I.E. IN - I.E. OUT 2.3' MIN. iii • � _ % 1111111111 4. - j j .iiII MIIIM1711IIIMEMhlt•6 145' < < e < t ` ` fir= PIPE MANIFOLD (•YP) R � ' i/. / / INTERIOR WALL (TYP) ENERGY i .�i ! �! ^ ,.�i.�ii.i / ' DISSIPATER (TYP) 8'x12' PRECAST STORMFILTER SECTION A -A SCALE: N.T.S smEEr 0600 8'x12' PRECAST STOR ^' MOW 0,01700 et - 04.0 OM 8'xMFILTER' -- 9'.. 100 C‘la 0 ft ••••• ^.n: 4 STORMWATER" A 0 , ,2,b•,., 0 Am.. PLAN AND SECTION VIEW —r STANDARD DETAIL N A E M E N T SCALE: PRaeCt N0. o7u"C a" wre: 2 0lE oae IW M A • G pco n:a+ ar l i 1 AS SHOW I 7998 I e�xo�C us' w': 0.8 Rot 0A'1: 07/29/98 Project No. 98145 Designed by BMD Date: May 25, 1999 Project Name Tigard Triangle DESIGN DESIGN CALCULATIONS DESIGN INVERT SECTION EQUIV. TOTAL RUNOFF/ VELOC. ELEVATIONS INCR. TOTAL INTEN- INCR. RUNOFF INCR. EQUIV. RUNOFF SLOPE DIA CAPA- VELOC. CAPA- © LENGTH M.H. to M.H. TIME TIME SITY AREA COEFF. AREA AREA CITY CITY Q/Qf UPPER LOWER or T T I T C CA Sum(CA) 0 S d Qf Vf 0./Qf V L ST. to ST. minutes minutes In./hr. acres coeff. acres acres cfs % Inches cfs fps ratio fps feet CB1 TO CB2 5.00 5.00 3.40 0.279 0.90 0.251 0.251 0.854 2.00 6.00 1.11 5.87 118 264.50 262.14 CB2 TO CB3 0.34 5.34 3.35 0.218 0.90 0.196 0.447 1.498 2.00 8.00 2.39 6.83 137 262.06 259.32 CB3 TO CB4 0.33 5.67 3.27 0.378 0.90 0.340 0.788 2.575 2.50 8.00 2.67 8.09 108 259.32 256.62 CB4 TO CB5 0.22 5.89 3.24 0.390 0.90 0.351 1.139 3.689 3.50 10.00 5.73 10.55 40 256.53 255.13 CB5 TO WQ FILTER 0.06 5.96 3.22 0.574 0.90 0.517 1.655 5.329 3.50 10.00 5.73 11.14 7 255.13 254.89 DESIGN DESIGN CALCULATIONS DESIGN INVERT SECTION EQUIV. TOTAL RUNOFF/ VELOC. ELEVATIONS INCR. TOTAL INTEN- INCR. RUNOFF INCR. EQUIV. RUNOFF SLOPE DIA CAPA - VELOC. CAPA- © LENGTH M.H. to M.H. TIME TIME SITY AREA COEFF. AREA AREA CITY CITY Q /Qf UPPER LOWER or T T I T C CA Sum(CA) Q S d Qf Vf Q /Qf V L ST. to ST. minutes minutes In./hr. acres coeff. acres acres cfs % Inches cfs fps ratio fps feet CB13 TO CB12 5.00 5.00 3.40 0.051 0.90 0.046 0.046 0.156 1.10 6.00 - 0.82 3.06 37 258.50 258.09 CB12 TO CB11 0.20 5.20 3.36 0.046 0.90 0.041 0.087 0.293 0.70 6.00 0.66 3.08 37 258.09 257.83 CB11 TO CB10 0.20 5.40 3.33 0.285 0.90 0.257 0.344 1.145 0.30 10.00 1.68 3.13 180 257.67 257.13 CB10 TO CB9 0.96 6.36 3.15 0.436 0.90 0.392 0.736 2.319 0.25 12.00 2.49 3.36 60 257.04 256.89 CB9 TO CB8 0.30 6.66 3.09 0.457 0.90 0.411 1.148 3.546 0.25 15.00 4.52 3.84 28 256.77 256.70 CB8 TO CB7 0.12 6.78 3.08 0.417 0.90 0.375 1.523 4.690 0.35 15.00 5.34 4.60 232 256.70 255.89 CB7 TO CB6 0.84 7.62 2.90 0.227 0.90 0.204 1.727 5.009 0.35 15.00 5.34 4.61 180 255.89 255.26 CB6 TO WQ FILTER 0.65 8.27 2.81 0.732 0.90 0.659 2.386 6.704 0.35 18.00 8.69 5.11 90 255.13 254.82 WQ TO PUBLIC 4.490 2.00 18.00 1.00 2.96 455 254.50 245.40 • • CB1 TO CB2 Worksheet for Circular Channel Project Description Project File c: \Odrawing \98145\stm- 5- 26.fm2 Worksheet CB1 TO CB2 Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.020000 ft/ft Diameter 6.00 in Discharge 0.85 cfs Results Depth 4.2 in Flow Area 0.15 ft Wetted Perimeter 0.98 ft Top Width 0.46 ft Critical Depth 0.45 ft Percent Full 69.41 Critical Slope 0.011992 ft/ft Velocity 5.87 ft/s Velocity Head 0.54 ft Specific Energy 0.88 ft Froude Number 1.84 Maximum Discharge 1.11 cfs Full Flow Capacity 1.03 cfs Full Flow Slope 0.013708 ft/ft Flow is supercritical. 05/26/99 FlowMaster v5.13 04:51:10 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 • CB2 TO CB3 Worksheet for Circular Channel Project Description Project File c: \Odrawing \98145\stm- 5- 26.fm2 Worksheet CB2 TO CB3 Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.020000 ft/ft Diameter 8.00 in Discharge 1.50 cfs Results Depth 4.8 in Flow Area 0.22 ft Wetted Perimeter 1.18 ft Top Width 0.65 ft Critical Depth 0.57 ft Percent Full 60.14 Critical Slope 0.008444 ft/ft Velocity 6.83 ft/s Velocity Head 0.73 ft Specific Energy 1.13 ft Froude Number 2.08 Maximum Discharge 2.39 cfs Full Flow Capacity 2.22 cfs Full Flow Slope 0.009094 ft/ft Flow is supercritical. 05/26/99 FlowMaster v5.13 04:51:28 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CB3 TO CB4 Worksheet for Circular Channel Project Description Project File c: \Odrawing \98145 \stm- 5- 26.fm2 Worksheet CB3 TO CB4 Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.025000 ft/ft Diameter 8.00 in Discharge 2.58 cfs Results Depth 6.9 in Flow Area 0.32 ft Wetted Perimeter 1.58 ft Top Width 0.47 ft Critical Depth 0.65 ft Percent Full 85.72 Critical Slope 0.023893 ft/ft Velocity 8.09 ft/s Velocity Head 1.02 ft Specific Energy 1.59 ft Froude Number 1.73 Maximum Discharge 2.67 cfs Full Flow Capacity 2.48 cfs • Full Flow Slope 0.026871 ft/ft Flow is supercritical. 05/26/99 FlowMaster v5.13 04:51:39 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CB4 TO CB5 Worksheet for Circular Channel Project Description Project File c: \0drawing \98145 \stm- 5- 26.fm2 Worksheet CB4 TO CB5 Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.035000 ft/ft Diameter 10.00 in Discharge 3.69 cfs Results Depth 6.1 in Flow Area 0.35 ft Wetted Perimeter 1.50 ft Top Width 0.81 ft Critical Depth 0.79 ft Percent Full 61.20 Critical Slope 0.014531 ft/ft Velocity 10.55 ft/s Velocity Head 1.73 ft Specific Energy 2.24 ft Froude Number 2.83 Maximum Discharge 5.73 cfs Full Flow Capacity 5.33 cfs Full Flow Slope 0.016776 ft/ft Flow is supercritical. 05/26/99 FlowMaster v5.13 04:51:49 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CB5 TO WQ Worksheet for Circular Channel Project Description Project File c: \Odrawing \98145 \stm- 5- 26.fm2 Worksheet CB5 TO WQ FILTER Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.035000 ft/ft Diameter 10.00 in Discharge 5.33 cfs Results Depth 8.2 in Flow Area 0.48 ft Wetted Perimeter 1.89 ft Top Width 0.64 ft Critical Depth 0.82 ft Percent Full 81.97 Critical Slope 0.032007 ft/ft Velocity 11.14 ft/s Velocity Head 1.93 ft Specific Energy 2.61 ft Froude Number 2.27 Maximum Discharge 5.73 cfs Full Flow Capacity 5.33 cfs Full Flow Slope 0.035008 ft/ft Flow is supercritical. 05/26/99 FlowMaster v5.13 04:52:01 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CB13 TO CB12 Worksheet for Circular Channel Project Description Project File c: \Odrawing \98145\stm- 5- 26.fm2 Worksheet CB13 TO CB12 Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.011000 ft/ft Diameter 6.00 in Discharge 0.16 cfs Results Depth 1.8 in Flow Area 0.05 ft Wetted Perimeter 0.59 ft Top Width 0.46 ft Critical Depth 0.20 ft Percent Full 30.64 Critical Slope 0.004276 ft/ft Velocity 3.06 ft/s Velocity Head 0.15 ft Specific Energy 0.30 ft Froude Number 1.62 Maximum Discharge 0.82 cfs Full Flow Capacity 0.76 cfs Full Flow Slope 0.000457 ft/ft Flow is supercritical. 05/26/99 FlowMaster v5.13 04:52:17 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CB12 TO CB11 Worksheet for Circular Channel Project Description Project File c: \Odrawing \98145 \stm- 5- 26.fm2 Worksheet CB12 TO CB11 Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.007000 ft/ft Diameter 6.00 in Discharge 0.29 cfs Results Depth 2.9 in Flow Area 0.10 ft Wetted Perimeter 0.77 ft Top Width 0.50 ft Critical Depth 0.27 ft Percent Full 48.83 Critical Slope 0.004786 ft/ft Velocity 3.08 ft/s Velocity Head 0.15 "ft Specific Energy 0.39 ft Froude Number 1.24 Maximum Discharge 0.66 cfs Full Flow Capacity 0.61 cfs Full Flow Slope 0.001614 ft/ft Flow is supercritical. 05/26/99 FlowMaster v5.13 04:52:28 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CB11 TO CB10 Worksheet for Circular Channel Project Description Project File c: \Odrawing \98145\stm- 5- 26.fm2 Worksheet CB11 TO CB10 Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.003000 ft/ft Diameter 10.00 in Discharge 1.14 cfs Results Depth 6.4 in Flow Area 0.37 ft Wetted Perimeter 1.54 ft Top Width 0.80 ft Critical Depth 0.48 ft Percent Full 63.66 Critical Slope 0.004150 ft/ft Velocity 3.13 ft/s Velocity Head 0.15 ft Specific Energy 0.68 ft Froude Number 0.82 Maximum Discharge 1.68 cfs Full Flow Capacity 1.56 cfs Full Flow Slope 0.001616 ft/ft Flow is subcritical. 05/26/99 FlowMaster v5.13 04:52:45 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CB10 TO CB9 Worksheet for Circular Channel Project Description Project File c: \Odrawing \98145 \stm- 5- 26.fm2 Worksheet CB10 TO CB9 Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.002500 ft/ft Diameter 12.00 in Discharge 2.32 cfs Results Depth 9.9 in Flow Area 0.69 ft Wetted Perimeter 2.27 ft Top Width 0.77 ft Critical Depth 0.65 ft Percent Full 82.09 Critical Slope 0.004349 ft/ft Velocity 3.36 ft/s Velocity Head 0.18 ft Specific Energy 1.00 ft Froude Number 0.62 Maximum Discharge 2.49 cfs Full Flow Capacity 2.32 cfs Full Flow Slope 0.002507 ft/ft Flow is subcritical. 05/26/99 FlowMaster v5.13 04:52:56 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CB9 TO CB8 Worksheet for Circular Channel Project Description Project File c: \Odrawing \98145 \stm- 5- 26.fm2 Worksheet CB9 TO CB8 Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.002500 ft/ft Diameter 15.00 in Discharge 3.55 cfs Results Depth 10.6 in Flow Area 0.92 ft Wetted Perimeter 2.49 ft Top Width 1.14 ft Critical Depth 0.76 ft Percent Full 70.47 Critical Slope 0.003791 ft/ft Velocity 3.84 ft/s Velocity Head 0.23 ft Specific Energy 1.11 ft Froude Number 0.75 Maximum Discharge 4.52 cfs Full Flow Capacity 4.20 cfs Full Flow Slope 0.001783 ft/ft Flow is subcritical. 05/26/99 FlowMaster v5.13 04:53:07 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CB8 TO CB7 Worksheet for Circular Channel Project Description Project File c: \0drawing \98145\stm- 5- 26.fm2 Worksheet CB8 TO CB7 Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.003500 ft/ft Diameter 15.00 in Discharge 4.69 cfs Results Depth 11.6 in Flow Area 1.02 ft Wetted Perimeter 2.69 ft Top Width 1.05 ft Critical Depth 0.88 ft Percent Full 77.35 Critical Slope 0.004410 ft/ft Velocity 4.60 ft/s Velocity Head 0.33 ft Specific Energy 1.30 ft Froude Number 0.82 Maximum Discharge 5.34 cfs Full Flow Capacity 4.97 cfs Full Flow Slope 0.003119 ft/ft Flow is subcritical. 05/26/99 FlowMaster v5.13 04:53:18 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CB7 TO CB6 Worksheet for Circular Channel Project Description Project File c: \Odrawing \98145\stm- 5- 26.fm2 Worksheet CB7 TO CB6 Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.003500 ft/ft Diameter 15.00 in Discharge 5.01 cfs Results Depth 12.4 in Flow Area 1.09 ft Wetted Perimeter 2.86 ft Top Width 0.94 ft Critical Depth 0.91 ft Percent Full 82.73 Critical Slope 0.004625 ft/ft Velocity 4.61 ft/s Velocity Head 0.33 ft Specific Energy 1.36 ft Froude Number 0.76 Maximum Discharge 5.34 cfs Full Flow Capacity 4.97 cfs Full Flow Slope 0.003558 ft/ft Flow is subcritical. 05/26/99 FlowMaster v5.13 04:53:28 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 CB6 TO WQ Worksheet for Circular Channel Project Description Project File c:l0drawing1981451stm- 5- 26.fm2 Worksheet CB6 TO WQ FILTER Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.003500 ft/ft Diameter 18.00 in Discharge 6.70 cfs Results Depth 12.5 in Flow Area 1.31 ft Wetted Perimeter 2.96 ft Top Width 1.38 ft Critical Depth 1.00 ft Percent Full 69.53 Critical Slope 0.003901 ft/ft Velocity 5.11 ft/s Velocity Head 0.41 ft Specific Energy 1.45 ft Froude Number 0.92 Maximum Discharge 8.69 cfs Full Flow Capacity 8.08 cfs Full Flow Slope 0.002410 ft/ft Flow is subcritical. 05/26/99 FlowMaster v5.13 04:53:42 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1 WQ TO DITCH Worksheet for Circular Channel Project Description Project File c: \Odrawing \98145 \stm- 5- 26.fm2 Worksheet WQ TO DITCH Flow Element Circular Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.010 Channel Slope 0.020000 ft/ft Diameter 6.00 in Discharge 0.16 cfs Results Depth 1.6 in Flow Area 0.04 ft Wetted Perimeter 0.54 ft Top Width 0.44 ft Critical Depth 0.20 ft Percent Full 26.28 Critical Slope 0.004276 ft/ft Velocity 3.79 ft/s Velocity Head 0.22 ft Specific Energy 0.35 ft Froude Number 2.18 Maximum Discharge 1.11 cfs Full Flow Capacity 1.03 cfs Full Flow Slope 0.000457 ft/ft Flow is supercritical. 05/26/99 FlowMaster v5.13 06:01:36 PM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755 -1666 Page 1 of 1