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Home My WebLink AboutSWP271949 (2)OSTERGAARD • ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3805 108 TH AVE. N.E., SUITE 106, BELLE V UE, WA 99004 OW) 827-SU4 MARYSVILLE; (206) 338-0202 70 WE ARE TRANSMITTING: Herewith _Under Separate Cover NUMBER OF COPIES: Sets _Sheets REMARKS: THE FOLLOWING: _Site Plans Road & Storm Plan _San Sewer Plan TE&SC Plan Water Plan Y�_raulic Calcs Application _Letter LCE771EM ®fly" MUSEC77QE. DATE JOB MO. ATTENTION�+4= r If you have any questions or comments, please call. Sincerely, -I FOR: 4-Review & Comment Approval _Signature Your Use & Files Quotation As Requested Action Noted Below �\�t P nQ�w, to r L►J OSTERGAA.RD . ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3805 108TH AVE. N.E., SUITE 106, BELLEVUE, WA98004 (206) 827.5854 MARYSVILLE: (206) 338.0202 September 24, 1987 City of Renton Department of Public Works Renton, WA Attention: Chuck Price RE: Summerwind 3, 4 & 5 Dear Mr. Price, Since our previous submittal we have obtained a more detailed topographic map of the East Hazen Pond area. Note that the datum is different by a few feet but the pond is functionally about the same and the vertical relationship between this pond and the West Hazen Pond has not changed. We are enclosing calculations for two alternative approaches to detention of the Summerwind 3, 4, & 5 runoff. The first is essentially the same as the first submittal and is based upon routing the developed runoff from the proposed development to the East Hazen Pond and detaining it there. The resultant 100 year elevation is approximately 398.0 or 0.6 feet below the existing road shoulder elevation in the worst case. The second approach would allow the developed runoff from the plat to be released undetained (into the West Hazen Pond where it currently goes) and restrict discharge from the Ease Hazen Pond to compensate for the increased runoff rate. This appears to be a more efficient option from both a design & cost standpoint, however culvert cap- sizing under the Renton -Issaquah Road and erosion protection or additional piping would most likely be required. Note also that the 100 year elevation is 0.66feet lower in this option. In both of the above instances the design point is immediately downstream of the culvert under 142nd Avenue and embankment protection will probably be needed on the upstream side of the road. Should you have any questions, please give me a call. Sincerely, OSTERGAARD-ROBINSON 6 ASSOC., INC Kent L. 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Z T_''trT 29"trT S6'trT 9Z'-T 3S"1T 66'ST Z'9T OS'9T ;=J8'9T 60'LT JHJSICt O'b'9Z 9L'L62 ZS'Lb�' L8'L6Z '26`L62 86",_.6-- Z0'36Z i:C'•'86.: TT'86'.Z :oI';36'i oT 36i :1313 0Z`SZ si 3 -3 7 -- .u_ � " 9Z: 9i'86' SZ'86- T2''36 6 S6' L ;a 3i 9S'6T TL'bI 98'6T 66'6: �. :_ __'!Z _- _ �; _JZ >; ?: _. �;JSIQ CD 17 - 4 3tJk9d 7e Z:1i 0T ,l ,!� _ Z 5Sttd T J30C (dNI ' ZN3ZVH) W8013 '-:iA : 0 T -OT :vG T 1 i �1114OO 1S06 ` U-NO,:31 ;43ZWH _-EV3 -Si 'r Z,i 80 J3X t i;:,81 OSTERGAARD • ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3805 108TH AVE. N.E.. SUITE 106, BELLEVUE, WA98004 (206) 827•3834 MARYSVILLE. (206) 338.0202 WE ARE TRANSMITTING: Herewith Under Separate Cover NUMBER OF COPIES: Sets _Sheets REMARKS: THE FOLLOWING: _Site Plans Road & Storm Plan _San Sewer Plan _TE&SC Plan _Water Plan _Hydraulic Calcs Application —Letter l !' AUG 2 8 1987 IEPT. I Uri L `' 71 7 0)[7 If you have any questions or comments, please call. Sincerely, FOR: _Review & Comment Approval Signature your Use & Fiyes _Quotation /As Requested Action Noted Below 0 '� AENT0 9 L. OSTERGAARD • ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3803 1087M AVE. N.E., SUITE 106, BELLEVUE, WA980W (2W) $27.5034 MARYSVILLE; (206) 336.0202 ' _ter► ♦. t 1 ��; WE ARE TRANSMITTING: Herewith Under Separate Cover NUMBER OF COPIES: 1Sets _Sheets REMARKS: THE FOLLOWING: _Site Plans Road & Storm Plan _San Sewer Plan TE&SC Plan Water Plan Hydraulic Calcs Application Letter Illy-niq alp LE U EM ®[F MU007ML DwTC JO• MO 5- ATTRNTION FOR: Review & Comment Approval _Signature Your Use & Files _Quotation /►� XAs Requested�j Action Noted Below `Y it ,6 i 'AUG 9 5 Jog ENGINEERING DEPT. If you have any questions or comments, please call. Sincerely, 41 I OSTERGAARD • ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3805 108TH AVE. N. E., SUITE 106, BELLEVUE, WA98004 (206) 827•5854 MARYSVILLE: (206) 338.0202 PRELIMINARY DRAINAGE BASIN STUDY FOR THE PLAT OF SUMMER WIND 3, 4, & S 87-144 8/21/87 SUMMER WINDS DIVISIONS 3, 4, & 5 A portion of the proposed subdivision of Summer Wind Division 3, 4, & 5 currently drains to a culvert under the Renton -Issaquah Road and then to Honey Creek at a point west of 142nd Avenue SE. We propose to intercept the runoff from this development and route it to an in stream ponding facility on the east side of 142nd Avenue SE. Storage generated by restriction of the existing 24" culvert at this point (PtA) will be increased by addition of a control structure at the culvert intake. The remainder of the development which drains northeasterly to May Creek will have onsite detention provided. The enclosed calculations demonstrate that it is possible to maintain present runoff rates for the 10 year, 25 year storm events and that it would be possible to provide for a 100 year storm event by raising the road embankment (12" min) along 142nd Avenue SE. In either event a large capacity overflow should be provided and embankment improvements may be required. That portion of Honey Creek between 142nd Avenue SE and Duvall Avenue NE is also detaining runoff under the present condition. Mr Clements, a resident along this portion of Honey Creek has experienced flooding on several occasions in the past (since the early 1950"s). This appears to be due to the flat channel slope and restriction of the 48" culvert under Duvall Avenue NE (PtB). This will be the point of comparison of pre -developed vs post -developed runoff. AREA = 195.91 Acres (0.3061 MI2) Wooded Cleared Developed AVE CN = 101.7 (70) + 36.16 (74) + 58.05(88) = 76.07 Say 76 195.91 Tc(PtA) 2400'@1.4% + 2900'@0.55% = 186.80 Min (3.11 Hr) .28(69) 1.1 (60) Tc(PtB) = 186.80 + 1300'@0.2% = 208.47 Min (3.47 Hr) 1 (60) SUB -BASIN II AREA = 72.78 Acres (0.1137 Mil) Wooded Cleared Developed AVE CN = 20.26174) + 15.52(70) + 37.00 = 80.26 Say SQ 72.78 =- Swale Cleared Wooded Tc(PtA) = 2900'@0.55% + 1350 98.14% + 155041.61% = 133.47 Min (2.22 Hr) 1.1(60) 2.00(60) .33(60) Tc(PtB) = 133.47 + 1300 90.2% = 155.14 Min (2.58 Hr) 1(60) SUB -BASIN III AREA = 68.50 Ac (0.1070 Mi2) AVE CN = 7.71(74) + 18.02(88) + 42.77(70) = 75.18 Say 75 68.50 Overland Swale Swale Tc(PtB) = 1400'@1% + 1050'@0.3% + 500'@2.3% + 1300'@0.2% = 140.01 Min .24 (60) 1(60) 2.3 (60) 1(60) (2.33 Hr) SUB -BASIN IV AREA = 59.46 Acres (0.0929 Mil) AVE CN = 4.05(74) + 28.8(88) + 26.61(70) = 78.99 Say 79 59.46 Developed Tc(PtB) = 220'@3.7% + 1300'@0.2% = 42.03 Min (0.70 Hr) 1.8(60) 1(60) SUB -BASIN III -A (SUMMER WIND DEV) AREA = 29.86 Acres (0.467 Mil) AVE CN = 91 (3 DU/Ac) Yards Pipe Tc(PtA) = 600'@9.5% + 1600@0.5% = 13.89 Min (0.231 Hr) 2(60) 3 (60) Min V SUB -BASIN III-B (REMAINDER OF BASIN III) AREA = 38.64 Acres (0.0604 Mil) AVE CN = 18.72(70) + 3.64(74) + (6.28((88) = 77.96 Say 78 38.64 Tc(PtB) = 140.01 Min (2.33 Hr) ez ¢03•e3 �gs3uaaEb l�c.ET ca•-�►t`et) 392. lZ EL:, rl- 8 3 - MY �s ,!J4 A —� N� EL : 400. 7 EL = 3W , o RESERVOIR PtA 24" CP - Groove end projecting ELEV HW/D Qcfs STORAGE FT3 AF 394.0 0 0 0 0 395.0 .5 4.3 8783 .202 400.0 3 37.0 387970 8.907 RESERVOIR PtB 48" CP - Groove end projecting ELEV HW/D Ocfs STORAGE FT3 AF 390.17 0 0 0 0 392.0 .46 20 33660 .773 395.0 1.21 100 433560 9.953 PRE -DEVELOPED vs POST -DEVELOPED PEAK DISCHARGE @ PtB STORM PRE -DEVELOPED POST -DEVELOPED 10 YR 24.48 24.69 25 YR 32.88 32.58 100 YR* 41.99 41.03 * HWL - 400.78 would require raising road embankment 12" min. KING COUNTY AREA, WASHINGTON (RENTON (QUADRANGLE) '0slAk! (Joins sheet 5) AnrC ISSAOUAH 12 MI. 1 10' 1 680000 FEET 122°07'30" SCII FIN ` � ftC �ti t • f +''4 '"' � } f �' I! � y R ; a II/w }, Y i r j 1 ter' ;�p(1 •� .1 An BM 1 M�_ • q 8 •MBM r: "• i� 1 4241. reenwood Ce Evc ♦ A u t _ 1 J. I • ' CiT ,I t An 1 'GpAVEL •PIT JOir� • .•� �•, ' C Ll ••� r! T Bm y I �•a =\tea Ia321. . .. 1�j _� 5, 7�4k 1 t•� C •!th• �.T - b I. �. r off. I •. _�� •� .41T � •II t �, -rrt y •••1 1. LPv AkF n fIt qxq Inc _'---- -1 �- -r►" `-'--""�Ol - 1►-- - Z'r ems• : -- 'k =t1 = {' • r._ Agc BM}Akf }} ` P Y �� Co `M yA x rtS�ly AmC A/:c c.jlP.' �.}. iico`rss � , 1 •P i s • !��' 7. -I Inc I k - 1 ~r, py Substs gC - I •A�a�� kF _ems `� a� 20 455 pfu Ng Py T_ _ 1 )�Mz-s ' •' •f'11•+AW atwl. • tf F9 jt w 1 ,? [/, — . , __ Ilk — _—----------_--- Rf p+Vp=S ,ri+ y ' 7r,;MA 4A@N I 96C No I / '•, • s kc c fit- AgC h� 605 I 1-� Ovy �! ; •• - — o 1-� ; �Z' r x Y, 0r l ; 34 i �3 AgC SF I } ate. ts, ' 1 t ♦y I 0 Agr •InC AkF EvB - AkF •, 1;', GRAVV ' Pir ,AkP1; � n�. � a t � •I 1" �. 3' • M T 24 N gig Bh ev itrvF3IF AkF Am 341 • ` r yYiJk • .3t. i. L Ev� � it o IF II•II. I� I ' •.r lJ+ j • . a j 1. �• \ .' °! C+\• al•. �..�• Tu a A > DY I r r �tt M , • I �y F3 S rv�i+� — ' 1• F:d IEII TfailE'i �r B 1tdC r 1 i. J` / r`_� t— •[..I`' ••tic`•+ AgC t L ins sheet 11) RHC 10' RENTON 1.7 MI N Scale 1:24 000 1 2 Miles 5000 10000 Feet /his map +s one of a set of 20 TY AREA, WASHINGTON NO. 5 47 30 12200790" Orthophotobase compiled in 1970 by USGS. Planimetric detail obtained from USGS 7y�* minute series maps. Polyconic projection. 1927 North American datum. 10,000 foot grid based on Washington coordinate system, north zone. SHEET NO. 5 LAND USE DESCRIPTION HYDROLOGIC SOIL GROUP A A / n Cultivated Landl), Without conservation treatment 72 81 88 91 With conservation treatment 62 71 78 81 Pasture or Range Land: Poor condition 68 79 86 89 Good condition 39 61 74 80 Meadow: Good condition 30 58 71 78 Wood or Forest land: Thin stand poor cover, no mulch ) 45 66 77 83 Good cover 25 55 <n 77 Community Parks, Golf Courses, etc. 39 61 74 80 Residenti4l:3a4,5) Low density, single family 70 78 861 90 < 1 unit/acre, < 20% impervious Medium density, single family 75 80 88, 92 1-3 units/acre, 20-30% impervious High density, single family 82 85 91 94 > 3 units/acre, 30-40% impervious Low density, multi -family 82 85 91 94 < 6 units/acre, 40% impervious High density, multi -family 85 87 92 95 > 6 units/acre, >40% impervious Commercial 89 92 94 95 Industrial 81 88 9 93 Paved Parking Lots, Roofs, Driveways, etc. 98 98 98 Streets and Roads Paved with curbs and storm sewers 98 98 98 98 Gravel 76 85 89 91 Dirt 72 82 87 1 89 I) For a more detailed description at agricultural land use curve numbers refer to National Engineering Handbook, Section 4, Hydrology, Chapter 9, Auguat, 1972. 2) Good cover is prntected from graztng and litter and brush cover soil. )) Curve numbers are rnmpilted assuming the runoff from the house and driveway is directed rowards the street with a minimus of roof water directed to lawns vnere additional infiltration could occur. 4) The rematning pervious areas (lawns are ronnidered to be in good pasture condition for these curve numbers. i) C11's fur luw, medium, and high density residential land uses have been caiibrated nor the I.ake Ballinger watershed. r*lz b- 2 zs! CNAMt NI MD CURVE NUM 6EQS 28 Lxhlhlt 1-1. Hydrological SoiL Groues Ear King County. SOIL HYDROLOGIC GROUP Alderwood Beausite Bellingham C Briscot B Buckley B/C Earlmont B/C Edgewick B Everett B Indianola A Kitsap C Klaus A Neiltoa A Newberg B Nooksack B Norma B/C Orcas D Oridia C Ovall C Pilchuck A Puget B/C Puyallup B Ragnar B Renton B/C Salal B S ammami s h C Seattle D Shalcar D Si B Snohomish D Sultan B Tukwila D Woodinville C/D AP-11 124 123 122 121 49 fit' c 1 vV[,7C ' l NJ i FRIDAY HARBOR PORT .0 — ORT STANLEY ` P MT. VE ss , 31N>5, 30I1Y V I 48 ELKS; ' I EVERETT / C 303. 100 71 SEA 10 ACOMA 47 ABERDEENcr� ENT 5 - 0— NA BWERS r - E MT./ABAMS • LUNG46 - s — ---r— l:. �l�PPLETON-:-' G*tDn DALE Na 'otC: = _ 1 .4 'lc:, l vANCOUV 124 123 122 121 ISO 10,000 168 8,000 EXAMPLE 156 6,000 D.42 inches (3.6 feet" — 144 5,000 0.120 eta 4,000 HW* 1tr 132 0 foot 3, 000 120 (2) 2.1 7.4 2,000- 108 *D in feet 96 1,000 800 84 600 500 / rn 72 400 / 3 v300 E� / z 60 v U- 200 z � — n 54 v_ a c w 100ui Z 48 / 80 =- a v / v 60 a 42 w wo N 50 HW ENTRANCE ( 40 SCALE TYPE W w 38 30 (1) squat* edge nth 3 w 33 n*aonall a . a 20 a G (2) Groove •w0 r�th w 30 headwall (3) Groove and 27 projectl*p 10 24 8 6 To us* scale (2) or (3) project 21 5 horizontally to scale (1), then 4 use straight inclined line through D and 0 scales, or reverse as 3 illustrated. 18 2 15 1.0 — CHART 3.1 (1) (2) (3) r 6. 5 1.0 .9 .8 .7 5 L .5 12 HEADWATER DEPTH FOR CONCRETE PIPE CULVERTS WITH INLET CONTROL BUREAU OF PUBLIC ROADS . AN. 1963 [a OSTERGAARD • ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3805 108TH AVE. N. E., SUITE 106, BELLEVUE. WA98004 (206) 827,5854 MARYSVILLE: (206) 338.0202 PRELIMINARY DRAINAGE BASIN STUDY FOR THE PLAT OF SUMMER WIND 3, 4, & S 87-144 8/21/87 t i -7 07 RENTOM Mri 2, 1987 BUILDING / ZONING DCP0 . SUMMER WINDS DIVISIONS 3, 4, & 5 A portion of the proposed subdivision of Summer Wind Division 3, 4, & 5 currently drains to a culvert under the Renton -Issaquah Road and then to Honey Creek at a point west of 142nd Avenue SE. We propose to intercept the runoff from this development and route it to an in stream ponding facility on the east side of 142nd Avenue SE. Storage generated by restriction of the existing 24" culvert at this point (PtA) will be increased by addition of a control structure at the culvert intake. The remainder of the development which drains northeasterly to May Creek will have onsite detention provided. The enclosed calculations demonstrate that it is possible to maintain present runoff rates for the 10 year, 25 year storm events and that it would be possible to provide for a 100 year storm event by raising the road embankment (12" min) along 142nd Avenue SE. In either event a large capacity overflow should be provided and embankment improvements may be required. That portion of Honey Creek between 142nd Avenue SE and Duvall Avenue NE is also detaining runoff under the present condition. Mr Clements, a resident along this portion of Honey Creek has experienced flooding on several occasions in the past (since the early 1950's) . This appears to be due to the flat channel slope and restriction of the 48" culvert under Duvall Avenue NE (PtB). This will be the point of comparison of pre -developed vs post -developed runoff. AREA = 195.91 Acres (0.3061 MI2) Wooded Cleared Developed AVE CN = 101.7 (70) + 36.16 (74) + 58.05(88) = 76.07 Say 195.91 Tc(PtA) 2400'@1.4% + 2900'@0.55% = 186.80 Min (3.11 Hr) .28(60) 1.1 (60) Tc(PtB) = 186.80 + 1300'@0.2% = 208.47 Min (3.47 Hr) 1 (60) SUB -BASIN II AREA = 72.78 Acres (0.1137 Mil) Wooded Cleared Developed AVE CPI = 20 26(74) + 15.52(70) + 37.00__ = 80.26 Say 8� 72.78 Swale Cleared Wooded Tc(PtA) = 2900'@0.55% + 1350'@8.14% + 1550'@1.61% = 133.47 Min (2.22 HO 1.1(60) 2.00(60) .33(60) Tc(PtB) 133.47 + 1300'@0.2% = 155.14 Min (2.58 Hr) 1(60) SUB -BASIN III AREA = 68.50 Ac (0.1070 Mil) AVE CN = 7.71(74) + 18.02(88) + 42.77(70) = 75.18 Say 75 68.50 Overland Swale Swale Tc(PtB) = 1400'@1% + 1050'@0.3% + 500'@2.3% + 1300'@0.2% = 140.01 Min .24 (60) 1(60) 2.3 (60) 1(60) (2.33 Hr) SUB -BASIN IV AREA - 59.46 Acres (0.0929 Mil) AVE CN = 4.05(74) + 28.8(88) + 26.61(70) = 78.99 Say 79 59.46 Developed Tc(PtB) = 220'@3.7% + 1300'@0.2% = 42.03 Min (0.70 Hr) 1.8(60) 1(60) SUB -BASIN III -A (SUMMER WIND DEV AREA = 29.86 Acres (0.467 Mil) AVE CN = 91 (3 DU/Ac) Yards Pipe Tc(PtA) = 600'@9.5% + 1600@0.5% 2(60) 3 (60) Min V = 13.89 Min (0.231 Hr) SUB -BASIN III-B (REMAINDER OF BASIN III) AREA = 38.64 Acres (0.0604 Mil) AVE CN = 18.72(70) + 3.64(74) + (6.28((88) = 77.96 Say 78 38.64 Tc(PtB) = 140.01 Min (2.33 Hr) R� Q "eF (Igflu"Eb t-IL.ET coxjry eL) If 3g2. �C�GLI A -P 75 r- 6-L: 393.s 1�1 E(, = 400.7 EC = 3 W -PT l— RESERVOIR PtA 24" CP - Groove end projecting ELEV HW/D Ocfs STORAGE FT3 AF 394.0 0 0 0 0 395.0 .5 4.3 8783 .202 400.0 3 37.0 387970 8.907 RESERVOIR PtB 48" CP - Groove end projecting ELEV HW/D 2 STORAGE FT3 AF 390.17 0 0 0 0 392.0 .46 20 33660 .773 , 395.0 1.21 100 433560 9.953 PRE —DEVELOPED vs POST —DEVELOPED PEAK DISCHARGE @ PtB STORM PRE —DEVELOPED POST —DEVELOPED 10 YR 24.48 24.69 25 YR 32.88 32.58 100 YR* 41.99 41.03 * HWL - 400.78 would require raising road embankment 12" min. (RENTON QUADRANGLE) t"s) 122°07'30" A1,r (loins sheet 5) Attic ISSAQUAH 12 Mt. 1 10 1680000 FEET Q ] 30' i"rb Soh 1 j {�,• y .+t 15 An Bm reenwood Cr , Nth � • I � I`,i►..`_ i .}� �. � ,_Y2�� lyy ., •� yy! f t E I, �' I ,L�r 'ttxv=ash i �;• - ... F•?: � �— � � S ,•S� � II t i An r �GRAVF.I PlT `QO.� ( • - �• C = I�'.f } .T 321 it t •', A!f• �� • ~i r ; t iA EvC -- --: IMFPy t w 4.. p�l ��r P : �' } 1l � � !% � '�„ �•• i' � ->t Af,Ftea'-"7ffl` ��•�i"" .. ; =i sk- t ` x rI �V•' yy 7 - 7 BM 37 A r _ F j' • v k c I l'• p� p P nc Iry pt py Substa I • • Aaa:= AicF _=*2\ an . /M. Q ,rig 1 .ry wi 455CL le a i + '� •4 PY 'rye. �� ` �C aka _ Ur t G _-- AGUE' \yn? ., 1' ` • i 1 f ; i 169 - �. � V/ "I i V r � �� 'j • c�'� ,r � Try , �J i� f;�p.. ! I j �1it.; > , P • s�A A'' 1 s;i 1 ' e L Uzi ©M B� 0- f I .y.• f ; .1: 3tiL L 1 ; t*+ •A99 + »' _ No 1 / AgC d rr n I c i r4, Na605 i OVE 7. to M ' i»ii: ti + ►• rl c■ .� �. 12tS I . BcD IL te I- AgCJ 34 • • ,,.1 �•' • I I. i 1• 1 A ' t AkF 1, Ev8 j7 i kF OvD I } I e ►' ,, , ASC I PIT 1 •. �• ; • i� M T 24 N Fa. — — — — — — — — — — — T 23 N •� I r+f 8 e OvC Z • �k t. �D Bh• 1,. 1 ••} �i, 1. i =_._ t1 .. • 1_ t1C� t - # '• t ate; ••,� _ • • �—� � � _-_'. n AkF 40 'AMC �IFT OP � • ��•� �i 'r �• ,I JI ,•s .r �•, R a ry Ir. I•• Pd - IF�I• '� •Tlltilcl• �rk , ' I a '. , , w • . •!, _� • - . _., AgC 1 41' 30' heel 11) RUC 10, 122"01'30" RE NTON 17 MI N -ale 1'24 000 Orthophotobase compiled in 1970 by USGS. Planimetric 1 2 Miles detail obtained from USGS 71h minute series maps 5000 10000 Feet Polyconic projection. 1927 North American datum. 10,000-foot grid based on Washington coordinate system, north zone. :n.0 .S one of a Sel of 20 AREA, WASHINGTON NO. 5 S11EE,r NO. 5 LAND [1SF r)FSCRTPTTON HYDROLOGIC SSOO�IL GROUP A R / !'1 r% Cultivated Landl). Without conservation treatment 72 81 88 91 With conservation treatment 62 71 78 81 Pasture or Range Land: Poor condition 68 79 86 89 Good condition 39 61 74` 80 eadow: Good condition 30 58 71 78 Wood or Forest land: Thin stand poor cover, no mulch 45 66 77 83 Good cover) 25 55 70 77 Community Parks, Golf Courses, etc., 39 61 74 80 Residential: 3,4,5) Low density, single family 70 78 86f 90 < 1 unit/acre, < 20% impervious Medium density, single family 75 80 88. 92 1-3 units/acre, 20-30Z impervious High density, single family 82 85 91 194 > 3 units/acre, 30-40% impervious jI Low density, Multi -family 82 85 91 94 < 6 units/acre, 40X impervious High density, multi -family 85 87 92 95 > 6 units/acre, >40% impervious Commercial 89 92 94 95 Industrial 81 88 M 93 Paved Parking Lots, Roofs, Driveways, etc. 98 98 "7T 98 Streets and Roads Paved with curbs and storm sewers 98 98 98 98 Gravel 76 85 89 91 Dirt 72 82 87 1 89 1) For a more detailed description of agricultural land use curve numbers refer to National F.ngtneertnit Handbook, Section 4, Hydrology, Chapter 4, August, :972. :) (.00d cover is prntected tron grating and liner and brush cover soil. ]) Curve ❑umbers are computed assumtnit the runoff from the house and driveway is directed rowards the street wtth a minimum of roof .:ter directed co .awns where Additional intiltration could recur. 4) The remaining pervious Areas (lawn) are conatdered to be in good pasture condition for these curve numbers. ;l CU's f.,r luw, .ned uim, and htgh density residential land uses have heun callhrated r-er the Lake aalltniger vatcraned. rabfe 1�- 2 2EC.CMMffUC>ED GURVE. NUM BEQS 28 i:xn :,i t 1-1. Hydrelogica 1 Sail Groups Ear King County. Alderwood Beaus i to Bellingham Briscot Buckley Earlmont Edgewick Everett Indianola Ki tsap Klaus Neilton :Newberg Nooksack Norma Orcas Oridia Ovall Pilchuck Puget Puyallup Ragnar Renton Salal Sammamish Seattle Shalcar Si Snohomish Sultan ^ukwi la. Woodinville HYDROLOGIC GROUP C B B/C B/C B B A C A A B B B/C D C C A B/C B B B/C B C D D B D B D C/o AP-11 46_ FRIDAY HARBOR,, .-!'�a`�"�rii�,%�..�• ...�� .,;ate '�► '•, �-`�`�'•- �.,� ,-� , p ��_ ! �r\• '- � `'��,: '• '`sir �/fir �► �iti, •�� , �� _ .ti '• �• iol imm.!" NO Ao RC rf ` � �. —.- -= ICJ` • vqr ,�� i� _ i 1 -`SEAR 24- OUR PRECTITdTiOiV ` .0� -r_+ 11_ Or* GOtTeE+C?tUr - a- SOPt'JYI lS ]IF 'd-HOUR � � C3: �`��.�, �/t�a �3�►�iNa+ -rNTHS JF ;��ArvCOUaty;;�yrSr RELY"r!TaiidH ,H ;N NC:i �� -� •� NNUAI fi T 124 123 122 121 5-'. EAR ':4- OUR PREC".PTA I lON —4- 'API_U'/1 tS JF 25- YE:AR _A -•TOUR ?REC:PITATION IN 74TNE :F ;N :iD ANNUAL rim IA \74JL VLNDUS, LV l w VANCOFJ4fEv .00 124 123 122 121 r FRIDAY HARBOR ttnt•��.� .__ ��'i� i'�1;�'�. - � � ._� �.11��l\ � , ► CC�tr�.r..�:.l��l.�'�iF��:�� M1 100 'QU'p so �•' ` •.�.;00 TACOMA 1 '1 +BERUEENs 50 ld;EN - 45 '> s 46 �_ . •. :�C"•71" s—• .•_. ;_~ 2j\ 1k��I�PLETOIV �CsptpFNp�E.,_ Cu E 311�AAWi - •- ...7...•�..i .. •:N ..11� '.Ct � � } •; _,jam \ANCOUV il' 2. 1`� r.� 2'✓��! `� NNUAL 1 I 124 123 122 121 CHART 3•1 ISO 10,000 168 8,000 EXAMPLE (2) (3) 156 6 000 D•42 inches (3.0 foot) 6. 6 144 5,000 0.120 cfs S. 4,000 M • ItM 6• S. 132 o r.et 3,000 S" 4. (,) 2.s e.e 4, 120 (2) 2.1 7.4 2,000 (3) 2.2 7.7 4. 3. l08 e0 is feet 3. 96 1,000 3' 800 600 / 2. 27. 300 / 72 400 3 2. U 300 / 1.5LO 1.S 60 v 200 � 1.5 = z / 4+ c S4 v_ a / W toouj 48 Ir Z 80 J Q = v /,L 60 W 1.0 1.0 C 30 HW ENTRANCE a c SCALE 40 D TYPE 1.0 UJI 1— 36 LU 30 (1) Square edge wrls 3 .9 .9 UA 33 heoaral! a .9 Q Q 20 (2) Groove sw0 .ors QW 30 heodea:► = .8 .8 (3) Groove end 8 27 pro{tctiw� l0 .1 .7 .T 24 8 6 To use !Gale (2) air (3) Droleet 21 S horizowtellrr to Seale (1), thew 4 use straight Inclined line through, D and 0 Seale*, or reverse as 6 .6 3 illustroted. 18 2 iS S L .S 1.0 s 12 HEADWATER DEPTH FOR CONCRETE PIPE CULVERTS WITH INLET CONTROL BUREAU OF PVBUC ROA09 jAN. i963 TF2C XE[. 0S,'21/Et7 EA=--r HnZEP POND. E.'.IE•TINr= CONDI?'=:]^' YF; STORM (H(-sZEN2.INF•) JQG 1 SUMMARY F:EI) 1.'/02/Sz PAS _� 'ApL .-t'; � -?; �F'!•!: ANEW ' TERNATEE Y.SECT I ON/ DRA.I IN STRUCTURE AREP STORE? NUMBERS.......... ID lie 171 STRUCTURE 2 .62- :a , --------------------------- --- ---- ------ . — _� --- -- - — — ---- - --- ---- — - - -- A''L' -EFRNATE -- - - -- c i-4G �� , STRUCTURE 1 .42 73 , ;24 -- -- '— -'--- ---..----- '-' ----- — - -- --- i25 ALTERNATE 0 'u. 04 j26 i21 ne. _ _ . 6` --------------------------- !a.- ALTERNATE A 3' 14 '2 3 XSECTION 2 .42 13e •— — — — — — — — — — — — — — — — — — — — — — — — — — — ;35 1361 ALTERNATE U _ - Z50. 04 — I ins dam: 142 !d3 I65 d6 l J u 47 '� j3e 50, 3? 52� --- 153' ' '55 {SS 36 150 'w. -) 1CA; tt5! ---------------------------------------------- :ce=u`_ion complete. b4.4.2'2seconds t 11s S 116) ;1] - Its ;2C� - 121 122 �23 24325 - - - 126 l - - - 12, J 1281 .3C 13• 132, t 33! .. - 1Ile' .3s1 I36: — 37, I39 31 411 1 4 45 4E 47 r48 so 51 r.,. 52 - 1s3i SS �36 57 38. 163 -- - - - - - - - --- - - - - - -- -_ 164I f651 16I 16.I /yt• 1'l' J a I' OSTERGAARD • ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3805 108THAVE. N.E., SUITE106, BELLEVUE, WA98004 (206) 827.5854 MARYSVILLE: (206) 338.0202 PRELIMINARY DRAINAGE BASIN STUDY FOR THE PLAT OF SUMMER WIND 3, 4, & 51\-�^ 87-144 8/21/87 '/ZC'Jr4 DEOT. SUMMER WINDS DIVISIONS 3, 4, & 5 A portion of the proposed subdivision of Summer Wind Division 3, 4, & 5 currently drains to a culvert under the Renton -Issaquah Road and then to Honey Creek at a point west of 142nd Avenue SE. We propose to intercept the runoff from this development and route it to an in —stream ponding facility on the east side of 142nd Avenue SE. Storage generated by restriction of the existing 24" culvert at this point (PtA) will be increased by addition of a control structure at the culvert intake. The remainder of the development which drains northeasterly to May Creek will have onsite detention provided. The enclosed calculations demonstrate that it is possible to maintain present runoff rates for the 10 year 25 year storm events and that it would be possible to provide for a 100 year storm event by raising the road embankment (12" min) along 142nd Avenue SE. In either event a large capacity overflow should be provided and embankment improvements may be required. " That portion of Honey Creek between 142nd Avenue SE and Duvall Avenue NE is also detaining runoff under the present condition. Mr. Clements, a resident along this portion of Honey Creek has experienced flooding on several occasions in the past (since the early 1950's). This appears to be due to the flat channel slope and restriction of the 48" culvert under Duvall Avenue NE (PtB). This will be the point of comparison of pre -developed vs post -developed runoff. I -I,- - . [• %? T AREA = 195.91 Acres (0.3061 MI2) Wooded Cleared Developed AVE CN - 101.7 (7b) + 36.16 (74) + 58.05(88) _ = 76.07 Say 195.91 Tc(PtA) 2400'@1.4% + 2900'@0.55% = 186.80 Min (3.11:_Hr) .28(60) 1.1 (60) Tc(PtB) - 186.80 + 1300'@0.2% = 208.47 Min (3.47 Hr) 1 (60) SUB -BASIN II AREA = 72.78 Acres (0.1137 Mil) Wooded Cleared Developed AVE CN = 20.26(74) + 15.52(70) + 37.00 = 80.26 Say 8Q 72.78 - Swale Cleared Wooded Tc(PtA) = 2900'@0.55% + 1350'@8.14% + 1550'@1.61% _ 133.47 Min (2.22 Hr) 1.1(60) 2.00(60) .33(60) Tc(PtB) = 133.47 + 1300'@0.2% = 155.14 Min (2.58 HO 1(60) SUB -BASIN III AREA = 68.50 Ac (0.1070 Mi2) AVE CN - 7.71(74) + 18.02(88) + 42.77(70) = 75.18 Say 75 68.50 Overland Swale Swale Tc(PtB) = 1400'@1% + 1050'@0.3% + 500'@2.3% + 1300'@0.2% = 140.01:min .24 (60) 1(60) 2.3=(60) 1(60) (2.33 Hr) SUB -BASIN IV AREA = 59.46 Acres (0.0929 Mi2) AVE CN = 4.05(74) + 28.8(88) + 26.61(70)_ = 78.99 Say 79 59.46 Developed Tc(PtB) = 220'@3.7% + 1300'@0.2i = 42.03 Min (0.70 Hr) 1.8(60) 1(60) SUB -BASIN III -A (SUMMER WIND DEV) AREA - 29.86 Acres (0.467 M12) AVE CN - 91 (3 DU/Ac) Yards Pipe Tc(PtA) - 600'@9.5% + 1600@0.5% - 13.89 Min (0.231 Hr) 2(60) 3 (60) Min V SUB -BASIN III-B (REMAINDER OF BASIN III) AREA - 38.64 Acres (0.0604 Mi2) AVE CN - 18.72(70) + 3.64(74) + X6.28((88) a 77.96 Say 78 38.64 Tc(PtB) - 140.01 Min (2.33 Hr) A 49 !" -/7 /ov y2 EC-V 392,E t --� �Hs3uw�b l•�cET CowJ7YloL) •� 8 N T5 �f 1 EC = 394, o EL:, KING COUNTY AREA, WASHINGTON (RENTON QUADRANGLE) l 22.07'30" o �A6J (loins_ sheet S) An,C 199AQUAH 11 Mi. )0' _ 1 680000 FEET 47030' 15 AjrC '1 `• ' ter••• ,�P i (_ :-t , t • Jfr 1' til = N• . �. /• ?' � i f�, :BM ' 1 11� _ _ k_ .e 1 Ir Rio I / i' ' 1-,---r I; I _, * ,•,•. ' I teenwood CF I T'•v t^ tiu(nel i L� •�i l T-c �i� EvC -I GFIAV91• • a 1 Ail • 1 1'r �e • l y-mot — 1' �21. "s a`�, 1 r t l j* ��ti 1 e ,, 1,`• .!- __ r. -YtI r r �ti• .J Y1,' 7 r 7 •'. �.' t'j1! r: �� ..w."'•, •liil`. r -tf,4,�} s uti�t•: 1 �I .A` �'.�� ' Ur py OF A6C BM137 1 I►�il Py wo �34/ �' x •r �Y Ai„l:. a's�`f � •1•-- 1�t• •�� At;(; .�f,� �AM1;1_ • % i \. �� •i f!;%1�^' .Y, ,r � �> � , � , Substa: AVH: ', ice`''-- -- •� M.. `, P , PI I• •� yN w 3C = 1 /`+ 'a;� "t; ``{r' ap •• f ' '' y ' `:5a: 1. p g t . y • art• ; ' •1 `''� jt_ �Air O I�r - � • � 455 a♦ rr t ( a 1 K�I F Ur Fly •i•� ',.�; . ;'tls. ,' a`i°'-'Qj+'�) i :' J�t —----- -------.BM - --- Br �N�i } Y. , ! -x �ri ; • ? — ^r 4o4 1�1 Z•' i 78 Doc A90 No AKC � i • • r i�h�� 'i �` 5 � I r 1 ;6+. 'A 1 1 r r i it o '! .# � r.� ..1.• � �'� �:�. t CPC is _ . . •lit•` fs a _� •.: •� .' 1Pg �r l ',•ion , i., t Bet) e o �' '' ► ` '� ;� " .lP I . ; 34 13 Agt. Ag ts: •In('� .ti' •� Akf 1. S E�p ±�'. • i Akf t. ' t '3 f OvD ps AgC I .L�'�• I ' �4Ft' * • 1 f )��_ ��„ M — 1 24 N 1 23 N f 1�k� i Bht y 1 UvC p 't I t •tlJ. �• I•!! n AkF `r j ' i 4. 1 •j��f ? h t �.�eQ AmC till NP �.. — •— b. z� , ( _'—'�f,1�--'*'" 3i '` / it '' 't Oil_ k II � � � ' r • 1/, � •F�•i iiili �• 1. ,.{ � � i�' ':.• ,`c•., � ,• fu Q l II•t .� i �''� � - •.:'�s� � 1. •\ R I. •� i -_ �K 'F. TSpit er, Prtj.•'f a r'�y8M ,. BM Ihee BM C� O INf _ r- Ev , • y �• / ' i,•S i i `•"�' AgC ' 'a ns sheet 11) 10' 122"07130" RENrON LJ At/ N Scale 1:24 000 Orlhophotobase compiled in 1970 by USGS. Planimetric 1 2 Miles detail obtained from USGS 7>j minute series maps 5000 10000 Feet Polyconic projection. 1927 North American datum. 10,000 loot grid based on Washington coordinate system, north zone. rn.s '-Pis one or .ear of 20 I AREA, WASHINGTON NO. 5 SIIEErr NO. 5 1 Amn r)SF 7FSrRTPTT0N HYDROLOGIC SOIL GROUP A B t/'—C--\ D Cultivated Land 1). Without conservation treatment 72 81 88 91 With conservation treatment 62 71 78 181 Pasture or Range Land: Poor condition 68 79 86 89 Good condition 39 61 74 80 eadow: Good condition 30 58 71 78 Wood or Forest land: Thin stand poor cover, no mulch ) 45 66 77 83 Good cover 25 55 70 77 Community Parks, Golf Courses, etc. 39 61 74 + 80 Residential:3,415) Low density, single family 70 78 86 90 < I unit/acre, < 20Z impervious t Medium density, single family 75 80 88 92 1-3 units/acre, 20-30Z impervious High density, single family 82 85 91 94 > 3 units/acre, 30-40Z impervious Low density, multi -family 82 85 91 94- < 6 units/acre, 40Z impervious High density, multi -family 85 87 92 95 > 6 units/acre, >40Z impervious Commercial 89 92 94 95 Industrial 81 88 M 93 Paved Parking Lots, Roofs, Driveways, etc. 98 98 �7T 98 Streets and Roads Paved with curbs and storm sewers 98 98 98 98 Gravel 76 85 89 91 Dirt 72 82 87 89 I) For a more Jetailed description of scrtculturat land use curve numeers refer to 9actonal Engineering Handbook, Section, 4, Hydraing7. Chapter 9, Auguac, 1972. 2) Good cover is prntecced from gracing And licter and brush cover soil. )) Curve .numoors are computed assuming the runoff from the house and driwewaw is directed Cowards the streac with • minimum of roof water directed Co Lawns where 44dicionsi infiltration could n<cur. 4) The remaining pervtosis 4rras (lawn) are considered to be in good pasture condition for these curve masers. S) t,tl's fvr low, medium, mad high density residential land usas have been calibraced ,.sr the Lake Sallingvr vaccraned. fab(z b-Z Ca comMklDED CX-VE NUM SEZS 28 I-L. H,,1dro1agic31 SOLL Grouns cor King County. SOIL Alcderwood Beaus i to Bellingham Briscot Buckley Earlmont Edgewick Everett Indianola Ki is ap Klaus Neilton :Newberg Nooksack No rma Orcas Oridia Ovall ?ilchuck Puget Puyallup Ragnar Renton Salai Sammamish Seattle Shalcar Si Snohomish Sultan Tukwila Woodinville HYDROLOGIC GROUP �C. C B B/C B/C B B A C A A. B B B/C D C C A B/C B B B/C B C D D B D B D C/o AP-11 124 123 122 121 ,,r_R�3iIMEI - v -�� f�l•i, `�.•t`''.--may S.�-� � SL i � • � ', �"�� so'�` '+yam j � �-'- ' t ' FRIDAY HARBOR PORT STANLEY' 2' J �� o 24�z 1 60 55 I 0 Cron 8 Q _ � r j j(c , �� 3 I EYERETT 78� 7 z, 30 ' J SEATru-, \�\70 5 r 4 TACOMA \ u0 47 .s - ,aBER0Ecid5• ,r v � 7 �� 9 ty 1 i • 35ENTA ADAMS 1u +1�• �.Vt=��Qw.,� nr N' �/' •� '`''\('�.' J '275• / 46 lS -IF 25 :i-SOUR ` �J�r ?REC77-1T10N 1N -ENTHS :F „N iC:' :•� ",} -ANNUAL I r 124 123 122 121 124 123 122 121 491.n JJ _ RUA C� S BEL ► ,�'r ; FRIDAY HARBOR / PORT STANLEY- ^ F MT. VE NE6AY Sjr IT 5 ,4 - 48 - ELE 1 _ EV.ERETT i., 10p `QVac ' f3ATt \. lau TACOMA 47 ABERDEEN45, EN s.A A 46 %� ,!� � Al �:i1- .. et -- '' :7C^Dt",—•r� ( ry r ./ y4P.?(.FrWt�t-.' r'G,=ENDALEZA .1-•'CJR :�T-:c 1 :1c,; �VA .INCCUVFtn\J -:;� NNUAL 124 123 122 121 - CHART 3-1 180 10,000 F 168 8,000 EXAMPLE 6. 156 6,000 0-42 inches (3.5 feet) 6. 5,000 0�120 cts 5 144 6 5 4,000 4w' ltw 132 o feet 4. 3,000 (Il 2.5 8.8 5. 4. 120 (2) 2.1 7.4 2,000 108 3• eD in feet 3' 96 1,000 3. 800 600 500 / 72 400 = 300 y j / = 1.5 1.5 Z / Z 60 U- 200 LU 1.5 Z / lal 54 T 0' W 48 / 100 Z ' > / cr 8o a U 42 V 60 W I.0 1.0 p `_� 50 HW ENTRANCE n I.0 c 40 p SCALE TYPE LU w 36 .9 r' r 30 (1) S4uare edge nth Q C 9 W F neoawau 3 9 g n a 33 a G �. 20 (2) Groove and with � .9 30 headwall S (3) Groove and 8 projecting 27 10 7 .7 24 a .7 6 To use scale (2) or (3) project 21 5 horizontally to scale (I), then 4 use straight inclined line through D dnd O stoles, or reverse as 6 .6 3 illustrated. .6 {8 2 IS �•g .5 1.0 .5 Iz HEADWATER DEPTH FOR CONCRETE PIPE CULVERTS WITH INLET CONTROL BUREou OF OUBIIC ROAOS .AN. 1963 + DeE;l ar- Fr-ofeslior,,ali Management Systems w . f;: llutcar, ik --------------------------- TR2(.. Place routing orogran: --------------------------- -*7 --rPM -F,C SOS/EC-ES MS-DOS -VE-vs;i or Revisior, -'.7 -80 LIST OF INFUT DATA POR TR-20 HYDROLOGY****************** 540B TR-20 ECON - -- -- SUMMARY NOPLOTS -- e ITLE ' EAST HAZEN POND, EXISTING CONDITION 10-100 YR STORM (HAZEN2.INP) 2 %SECTN 001 1.0 !- -- ---- e °$. 400. 0.0 0.0 0 6= 400.1 10. 10u. ,c 8 400.2 20, 200. - t+ 8 400.3 30. 400. 12 9 ENDTBL t 1.0 ,3943 •a-o"o, - r--- la � .:d t. p j 9ii� .i.[/lei •Fn / a "..2..�1. ,. - -.v . wk 7. 17 396.0 52.82 22. - ta 9 ENDTHL`r�. MSTRL� {. �'"� ��.. rk Y�ty `r. • . iii» �, J�L,il�w�yj'ii s �`." is r;� r{`A��{ f" a+*? Aim �r.r^.I tZ` t tr .i,r, a-y t .I i .,' t F` t s E• 31,' r . : 6 400. 37. . . 23 '9 ENDTBL 4 3 'STRUCT 02 ; s 2s 1, w i�t- t}� ,.{.O• 392.0- 20i :<.. " t "�� s ',. 0..9J.0 .. ;;�'r' „r+" ,• _ tir za 9 E DTBL 20 6 RUNOFF 1 001 1 .3061 76. 3.11 6 RUNOFF .1 001. 2 .1137 80. 2.22 ' 31 ji .1�...u- S TW4 .. - .. 14 •< r b .1070 75 t is a �RUNO }S 001 7 . 0929 79. rt 70 .. 96 AADHYDr4:�001 . b .7 1 , .t. , •'x, - ' 1 :art: ,; .��2x''�s ;II Ri t, ��.Ytfl��. bi ;R i:, R-:, •• .r�3+"� 40 iNCREM 6 .12 41 7r COMPUT 7 001 - 02 0.0 3.0 1. 3 2 ' 42 EE�NDCCMP 'l .% y.. •^,if-, f4s.-%CN'tPllT'1(?' ! Wii r4.0 46 ENDCMP 1 .7 ENDJOB 2 . w a, *** **x**w *max******* -******END ,.. OF 60-80-- 52 `53 94 551 al . 4 ' TR2() XEG fJ8/21 /B? EAST HAZEN POND, EXISTING CONDITION 10-100 YF. STORM,-Hr;ZENC. INP, JOE1 PASS 1 F,EV 10/02/B4 PAGE i 1'- 7 -- t zs 32 3l, 3E �' 7B 73I 0 XED 08/21/87 EAST HAZEN POND, EXISTING CONDITION 10-100 YR STORM (HAZEN2.INP) JOB 1 PASS REV 10/02/84 PAGE CUTIVE CONTROL OPERATION INCREM MAIN TIME INCREMENT = .1 HOOFS - - RECORD I-D - CUTIVE CONTROL XSECTIDN 1 TO STRUCTURE 2 FiECQRD ID OPERATION COMPUT FROM STARTING TIME = .00 RAIN DEPTH = 3.00 RAIN DURATION= 1.00 RAIN TABLE NO.= = ANT. MOIST. COND= 2 ALTERNATE NO.= 0 STORM NO.= 0 MAIN TIME INCREMENT = .12 HOURS RATION RESVOR STRUCTURE i PEAK: TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 22 14.66 17.12 396.96 23 E(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .12 HOURS DRAINAGE AREA = .42 SO.MI. 23 26( 6.00 DISCHG .01 .01 .02 .03 .05 .07 .10 .14 .19 .25 27 z -- --- 6. 00 ELEV -- 394.00 ---- 394.0+7 394. +4 94.41 - -- �94. +� 1 94. +)2 94. U2 - --'94. ;: -- +7 - '94. 4----94. - +76- - - --- - - --- -- -- z 7.20 DISCHG .33 .43 .55 .70 .88 1.11 1.39 1.' _.22 2.78 ia4( 7.21) ELEV I'� 8.40 DISCHG_ - 6. f2 ---- 8.40 ELEV 394.48_-- 94.81 395.Oi 395.u3 395. �b 395. 11 345. 16 395.71-- 395.4b ( 9.60 DISCHG 7.56 8.08 S.60 9.12 9.65 10.16 10.66 11.14 11.61 12.06 9.6<� ELEV �95.50 39.5 58 395.66 ?95.74 _ _ 195.82 95.10 _ 3-9`5.47 396.05 739-6.19 0.80 DISCHG 12.48 12.99 13.27 13.62 13.95 14.26 14.55 14.81 15.05 15.28 ==+� 0.80 ELEV 396.25 396.31 396.37 396.43 396.48 396.52 396.57 396.61 396.64 396.c8 2.04 DISCHG 15.49 15.68 15.8-T-- 16.01 16. 15 16. 28-�30 16. Su 15��5 i3. 2.00 ELEV 396.71 396.74 396.77 396.79 396.31 396.83 396.85 396.87 396.88 396.89 3.20 DISCHG 16.76 16.83 16.89 16.94 16.98 17.02 17.05 17.07 17.09 17.10 441 3. 2+j ELEV 396. 91 . 396?2 - T96. 92 396. 93 96.94 -�96. _ ?4 96.'?� ?96. 95 -- :96-. 96--__ -? -- --- 7--m 4.40 DISCHG :7.11 17.12 17.12 17.12 17.12 17.11 17.1+j 17.09 17.07 17.06 36' 4.40 ELEV 396.96 396.96 796.96 396.96 3 96.96 396.?6 96.96 396.96 796.95 396.95 !..1 !E 60 DISCHG 17.04 17.02 16. 99 16. 97 16. 94 16. 6'9 13. Sb 16. �--16. i9 - -- 491 5.60 ELEV 396.95 396.94 396.94 396.94 396.93 396.93 396.92 396.92 396.92 396.91 s`( 6.60 DISCHG 16.76 16.73 16.69 16.65 16.62 16.58 16.54_ 1_6_.50 16.46 16.42 b.8k+ -ELEV 96.91 --- 396.90 - -- - 396.89 46.89 - 396.88 -- --.396 396.88 � 317 _ � � 396.8.- 396. 36 - T96. 8.00 DISCHG 16.38 16.34 16.30 16.26 16.22 16.18 16.13 16.09 16.04 16.;)+ 8.00 ELEV 796.85 396.84 .396.84 396.83 396.82 396.82 -96.91 -e%.80 396.80 396.79 '561 924 - DISCHG ----- 15.-95 - - 15.91 --- 15.86 - - 15.81 - - - --_ 15.76 - - 7! 15. - --- 15.36 - 15.6D - 15.55- - -- - --- - - 15.49 -- - - - - s- 9.20 ELEV 396.78 396.77 396.77 396.76 396.75 396.74 396.74 396.73 396.72 396.71 !0.40 DISCHG 15.44 15.38 15.32 15.26 15.20 15.14 15.08 15.03 14.97 14.91 0.40 ELEV 396.?0 396.69 396.69 196.613 196.z: 7 -196.5b _ - 396.65 _ _796.64 _ '96.53 1.60 DISCHG 14.55 14.79 14.74 14.68 14.•zZ 14.5S 14.:- 14.48 14.13 14.38 _( :1 60 • ELEV 196. 61 396. 50 396. 60 396. =9 =96. 39 796. 7 796. �6 -96. 56 -9r,. 2... 395. 54 ,•, - - - -.. - - DISC' IG 14.33 --- - - 14.29 - 1-4:--- 14. 24 -- 14.20 14. 15 - ' 4• . 1 1 14 .:)? - - 14. ij2 13. 98 _..- - , - - - - 2.80 ELEV 396.53 396.53 396.52 396.51 396.51 396.30 396.49 396.49 -=b.4a_ 396.47 00 '4, 0 DISCHG 13.89 17. 35 13.31) :'. 76 1'. 71 1 3, bb 1 v. 6O 13. 54 I . ?� ? 3..=8 :4.0Q ELEV 196.47 796. 6 '96.45 .=c:. 15 _9c.44 =.96. ,_ :96.42 176. )1 ..... '?'.'9 -- - - -' 15.='! DISCH' ._..9 .18 ?.7.+_+5 _. ?. _.. _ --.=9 _. r': 12.20 c 1.71: 5 XED 08/21/87 EAST HAZEN POND, EXISTING CONDITION 10-100 YR STORM (HAZEN2.1NP) JOB 1 PASS 1 f REV lo/02/84 PAGE 5.20 ELEV 396.37 396.36 396.34 396.32 396.29 .196.27 396.24 396.21 396.18 396.14 S.40 DISCHG 11.53 11.29 11.04 10.78 10.`.- 10.26 9.99 9.7' ?.46 9.i9 6:40 _ -ELEV --- 396.-11 --396.-07 _396:03'--` _395:99 -----r95.95 ---395.91 _ _ _795.87-- Z95:8d -95.74 - 395.75' 7.60 DISCHG 8.93 8.67 8.41 8.16 7.91 7.66 7.42 7.19 6.96 6.73 7.60 ELEV 395.71 395.67 395.63 395.59 395.55 395.51 395.48 395.44 395.41 395.37 o: 09-._--S-Fc------_ - 5. 69 5. 5ij - ---- �. ' 1- �: 1 r-- - 4: 96---; _79 --- -- ---- - - ;: B.80 ELEV 395.34 :M.31 395.27 395.24 395.21 .395.18 395.16 395.13 395.10 395.07 " 0.00 DISCHG 4.62 4.46 4.31 7.55 2.90 2.38 1.95 1.60 1.32 1.09 D:On- -ELEV-__-395.-05 -39� 02 395: t50__ _ -394:83-__ 394:6� -.._394: 55- 394. 45_ - '74.-3T - 394.31 _ -_344.25 - -- n 1.20 DISCHG .90 .74 .62 .51 .42 .35 .30 .25 .21 .17 i8' 1.20 ELEV 394.21 394.17 394.14 394.12 394.10 394.08 394.07 394.06 394.05 394.04 e'• _c1 ' J .-�ISCAG-: I'J _�T�.�----- �j9---- - ---.-OT----`--. (�----- : u5----- -44 --- - - :04------i!3" ------------- -- i:�l 2.40 ELEV 394.03 394.03 394. 02 394.02 394.02 394.01 394. 01 -;94.01 794.01 394. 01 2' i 3.60 .60 -- DISCHG -ECEV--344.oF_39,T.-(3-i7--__794.00__7TV4_._G0`_- .03 .02 .02 01 .01 . t51 . � j 1 2; �27e :94 31T94:0(7 - UNOFF VOLUME.ABOVE BASEFLOW = 1.08 WATERSHED INCHES, 292.17 CFS-HRS, 24.15 ACRE-FEET; BASEFLOW = .00 CFS I?� ,v RATION RESVOR STRUCTURE 2 PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) 15.76 24.48 392.17 E(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .12 HOURS DRAINAGE AREA = .62 '30.MI. 4.80 DISCHG . 00 . 00 .00 .00 00 .00 , 00 .00 i )O -4-80- ECEv391 . 17--39%5� 1'T ':4f� f T- .390-17 9 i?---'39i5: 17 -39i5-f7-- 17 - - - -- i 6.00 DISCHG .03 .05 .10 .16 .23 .33 .44 .57 .73 .91 aJ`, 6.00 ELEV 390.17 390.17 390.18 390.16 390.19 390.20 390.21 390.22 390.24 390.25 si T.'rf SAGS. 1'r l.�c 1. 54----1.96 ---`r-�•8----�.99 :3�9 --- �. 12- -- - 0.54----8-i4:- - - --- -- -- --- =si 7.20 ELEV 390.27 390.29 390.32 390.35 390.39 390.44 390.53 390.64 7_19o.77 394.92 3 8.40 DISCHG 9.,�C 9 10.85 .. 1 q3 1. 12.87 13.6C.E 14.3C� 14.86 1C�.35 C 1.:.31 16.-7 "' 1 B. 4V --ELEV -391.05-3 9-1715 --341: _-6- -,rT1.-.7� --391. 42 --79 F. 48 - - .393 �_5.73- 391-58-- 391. 627- - 393 -06 -- - - --- --- 9.60 DISCHG 16.6-- 17.01 17.40 17.79 18.18 18.57 16.96 19.33 19.69 20.02 0' 9.60 ELEV 391.69 391.73 391.76 391.90 391.93 391.87 391.90 391.94 391.97 392.00 IS 8G ..-DTSCHG --- -'cS ice- _-?O. �7----,(� . `.- �'i5: 58 - --•r�S y� 20: q 1 --21 , jcr---•, _727 --- 23-:.45---- 7T 67 -- - - - - - u 0.80ELEV . 392 I -.) ,e _.00 DISCHG 21.S1 21.99 22.16 __. 22.49 22.65 22.80 -2.94 -_.t;8 _ 21 ?� 00----ECEV _ �-v7-.J9'?��77 -- 39^:iS� sT2:c09 -392:09- -;92:17� --z9?. f1- 39?:11- 39`oll,,_-.12 --- -- --- -- s�i 2 ..,. 0 DISCHG -,T 33 G J. JJ 23 . 44 .. JJ 2T 55 3 2 .66 2 3. 75 3.9 , 2 5 ? � . 93 24. 01 24. 07 24. 14 al s'J 3.20 ELEV 392.12 392.13 392.13 392.14 392.14 392.14 392.15 792.15 =92.15 392.16 24:.T.8 -.- C 40 ----24: 41 - - 24. 45- - `a.- 4.40 ELEV 792.16 392.16 392.16 392.16 392.16 392.17 792.1? _92.1. '92... -92.17 . E. 60 DISCHG 24. 48 24 . ?8 24. 48 --4. 48 24.46 2.4. I 4. 43 A. 41 =4. 24. ' 5: 6�5 -ELEV _192. f7 _ -392: 1-7----39`s� 1- - - -g2. i7 _'92. 17- _- 92.-17 - 392.:7_ "cn - - .6.80 DISCHG 24.34 24.31 24.28 24.25 24.22 24.19 24.15 24.11 24.:6 24.,:- :( 6.80 ELEV 392.16 392.16 392.16 392.16 792.16 392.16 392.16 =92.15 192._�f 392.i5 S.')C 2T.��f�b 3.?� 2- a� `�:5�-- 23,3.^ _..?? 2'.. -- �� _..9 __., 7 - .-_. (•6 S.(!i� ELEV 392. _ : '92. 15 'Q". 14 -92. i4 '92..'k 352. _4 =92.-- TF:20 XE0. /9!21/67 EAST HAZEF POND, EXITING: CONII)IT.ION 10-1CK" YF; ETORM (HAZE'12.INP� REY 10/02/84 JOB _ PASS 1 PAGE 1 14._. GISCHE __.4<= �._.`r_ Z_.IF _2.@F __.__ __..74 ] 2,t ELEV_ 7-52 7 17 7921 3S: 1- ='1 '9" - . 792 _? 7-172i - .-. 1.. -'- - _ 20. 40 DISCHG 22. 67 22.55 22.51 - - 2_.44 _- 29 22 11 20.40 ELEV Z92.10 392.16 392.09 392.09 392,09 392.09 392.08 392.06 _92.06 392.08 21.60 DISCHG 21.94 21.87 21.SO 21.73 21.67 21.54 21.47 21.41) 21.3? 0? 39=. c r? 392. 07 :39". 07 --- --342. >b _21.60 392.06 - 392. 04i - . f+c- -- - `.-015 3C?2. Cry - -- -- -- ---- - '�' 22.80 DISCHG 21.25 21.1E 21.11 21.04 20.97 20,90 20.83 20.77 20.70 2C.64 . Bi, ELEV 392. 05 39�, fro 392. 0 4 r 792 t:4 _ T.92. t, 4 _ 792. 0_ 3 92 ir' 34 U 2 79^ ; - 392 .02 - -" 24.66 DISCHG ---20.57 _��-.51'--- ''ir.4�- - 2U.32 3 18 ---19.98--- --19.36 --18.79 - 16.'2'�-- .17 80-- --- --- 1 24.00 ELEV 392.0' 39_.02 392.02 392.01 392.01 392.00 391.94 391.B9 391.84 391.B0 25.20 DISCHG 17.37 16.96 16.59 16.2 15.88 15.55 15.21 14.88 14.55 14.22 25. 20 ELEV 391 .7b '91 . ?2 391 . 69 -91 . 66 391 . 6C' -- TQ i . 59^ -,o i . 56 39 i . ,'---791.5Ci _ 3? 1.4 7 -. - - - 3 26. 40 DISCHG 13. 89 1 .57 13- 24 12. 92 12.60 12. 28 1 1. 97 11.65 11.34 1 1. 0-Z 26.40 ELEV 391.44 391.41 391.38 391.1- -91. 391.29 791.27 391.24 391.21 391.16 - -- 27.60 ELEV 391.15 391.12 391.10 391.07 '91.04 391.02 390.99 390.97 390.94 390.9^ 28.80 DISCHG 7.90 7.65 7.40 7.16 6.93 6.70 6.48 6.26 6.05 1.85 26. BU ELEV ?9i r. 89 39i:. C'' 39i i. 8:, 34c.r. 81 - - 9 �. BG _ - 96 79- 79i ). 76 ::90. 74 790. 727- - ,9�- 7i. -- - - -- - - -- -- 30.00 DISCHG 5.65 5.4 2-7 5.09 4.8;' 4.5? 4.21 81 1.41 _.01. 30. GU ELEV 394), 69 791"'. 67 7,90.65 790. 64 390.62 390. 59 390.56 39Cr. 52 39ir. 48 390. 45 - - -- 31. 26 DISCHG � 6� '' �.. 2.28 1. 9 1 . 69 1 . 45 2= --- 1.05- - --89 -- -.7S ---- -----._---- - ---- -34- 31- 31.20 ELEV 390.41 396.38 390.35 390.32 390.30 390.28 390.27 390.25 390.24 390.23 - 32.40 DISCHG .54 .45 .38 .32 .27 23 .19 .16 .14 .12 -TC. 4ir ELEV _ 390.22 _ 39u.21 �9t]. �C� T_•9ir, 2Cr - ^9ir. 19 - �9C�. 1 S' - --'90. 19 - �,9U.1B- ?9t-8 _9i;. lE ---- - - - - -- 33.60 DISCHG .10 .06 .07 .06 .05 .04 .0Z .03 .02 .02 33.¢0 ELEV 390.18 390,18 390.18 390.18 390.17 390.17 390.17 390.17 390,17390.17 34. 8U DISCHG .01 .01 . 01 - -- - - -- -- --- - ------ - 1:2 34.80 ELEV 390.17 390.17 390.17 73 RUNOFF VOLUME ABOVE BASEFLOW = 1.07 WATERSHED INCHES, 429.6? CFS-HRS,5.51 �E -'PEXECUT I VE CONTROL OPERATION ENDCMF - COMPUTAT I Oft S RECORD TD - COM TED �6F F FPS 1 - 3 38 -EXECUTIVE CONTROL OPERATION COMF'UT FROM XSECTION 1 TO S-rKUCTUkE FEC�kD ID - ---- 2 ' STARTING TIME = .00 RAIN DEPTH = 3.50 RAIN DURATION= 1.60 RAIN TABLE NO.= 3 ANT. MOIST. COND= 2 �= ALTERNATE NO.= 0 STORM NO.= 0 MAIN TIME INCREMENT = .12 HOURS a,l •cOPERATION RESVOR STRUCTURE 1 PEAK: TIME(HRS) PEAT: DISCHARGE(CFS) PEAT' EL.EVATION(FEET) - 14.01 2:33i r 397. 9i r TIME(HRS) FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .12 HOURS DRAINAGE AREA - .42 SG.MI. 4.80 DISCHG .00 ._)„ .OU .00 .UO .00 .01 .02 .03 .04 XEG: 08/21/87 EAST HAZEN POND, EXISTING CONDITION 10-100 YR STORM (HAZEN2.INP) JOB 1 PASS REV 10/02/84 PAGE 5 .30 ELEV 394. 00 394. 00 394.00 394. Ou 794. -)0 94. 00 394.: •] 794.0O 194. )1 94 . i 1 .Oc] DISCH3 .c]6 .+j9 .1: 18 .24 -7-� .41 .:T2 .21 .Oc� _ -_ ELEV :.94.01 .- - Y ,,... �94.02 _ z -- -94.1)3 z -194.64----794.156-- T -� �94.07 ---r 144:1O ---394.12 394:15-- --394.19 - --.- '.20 DISCHG 1.00 1.22 1.47 1.77 2.12 2.54 '-.04 3.66 4.32 4.49 =ir .20 ELEV 394.23 394.28 394.34 394.41 394.49 394.59 394.71 394.95 395.00 395.03 1. 44) -`D 1 SLAG - 7T-` 5: u'�---�:q- ---5: 8'�- - �. 3� - - -6: 99 - - 7-5 i - - - 9 . -1 q ---- 8-. q 1---- - -9 : 66- - - - --- - .40 ELEV 395.07 395.11 395.17 395.23 395.31 395.40 395.49 '95.59 395.70 395.82 '.60 DISCHG 10.43 11.21 12.00 12.78 13'.55 14.30 15.02 15.72 16.39 17.02 ELEO -"393.-94-.-"396.06---396-1$-- -7)96-:7tf-. 396.Wf --S96.53 -39'6:34---396.75 ----396.95 -----39-6.-95- ----- -- -- ,-, �.80 DISCHG 17.62 18.18 18.71 19.19 19.64 20.05 20.43 20.78 21.10 21.38 e' .80 ELEV 397.04 397.12 397.20 397.28 397.35 397.41 397.47 397.52 397.57 397.61 I,'t `.-00 L) I SCHM-21762F---2-1i3H..- -,`,*s:7�--- 2=8- 72745--- `s .94 ELEV 397.65 397.69 397.72 397.75 397.77 397.S0 397.52 397.34 397.95 397.86 c 20 �.7 DISCHG 23.10 23.16 23.20 2.24 23.27 23.29 23.29 23.30 23.29 23.28 -ELEV- -397.8T'-9T.88--397-.H9-`.39T.ti6`39T. 39 7. �3 -L .-9(� 397-.-9T3 - -- z5, F.40 DISCHG 23.26 23.24 23.21 23.18 23.14 23.10 23.06 23.02 22.97 22.92 5' C -.40 ELEV 397.90 397.90 397.89 397.89 397.88 397.88 397.87 397.86 397.85 397.85 !� - 's. b�) - DISCHG - - 'Z':'. 8b - 2'`. �1 - - ?� 75--- - ?2�-4 - 2'2. 6: -'•'-57- -- `_ -`� 5f- - ---" -�-. -44 - - -- -- --- - ----- i.60 ELEV 397.84 397.8.T. 397.82 397.81 397.80 397.79 397.79 397.77 397.76 397,75 ).80 DISCHG 22.24 22.17 22.10 22.03 21.96 21.89 21.82 21.74 21.67 21.64 ' is 80 -ELEV'9T.7� -39 397.72 - -397.71--'97:70`39T. 69 --397:38 - --T97.67 ----397: 66-. 397: 6 -- ------ --- 1.00 DISCHG 21.53 21.45 21.38 21.31 21.23 21.16 21.09 21.01 20.94 '?0.86 1.00 ELEV 397.63 397.62 397.61 397.60 397.59 397.58 397.57 397.56 397.54 397.5.3 3h is 2fj -DISCHG -- 20. !. , ----2c5- 20. 67) --20-4T-? tT- r'�!..31- -?cT, ` =2 -14 -_ ELEV 397.52 397.51 397.50 397.48 397.47 397.46 397.45 397.43 397.42 397.41 1.40 DISCHG 19.97 19.88 19.79 19.70 19.62 19.5 19.44 19.35 19.26 19.18 75t i -EtT----3 . ti .. .3 J18.69 :9T. 3i-3�37-'� --T9T. 2� -397.. 27 ..60 DISCHG 19.09 19.01 18.93 18.84 18.77 18.61 1S.54 18.47 18.443 °2t j .60 ELEV 397.26 397.25 397.24 397.22 397.21 397.20 797.19 397.18 397.17 397.16 ..a D I SCIAG 18."3--f6.'ro -..1�.-19- :�.-T3 -r8.t)E ---f$::;i) _-17.93------17.87 -17.=1 - :i.74.-_-__._.-.-_- --.. :.80 ELEV 397.14 397.13 397.12 397.11 397.10 397.09 397.08 397.07 397.t1-7 397.06 F.00 DISCHG 17.68 17.62 17.55 17.49 17.42 17.35 17.27 17.19 17.08 16.97 'iw ELEV_--397�5 -39�i54-397:��- 97.�}^- 39'T: 01-�9b-9�T9�48 --39b: 9T-T9S-95-_-39b.-94-- -- - ;Z. i.20 DISCHG 16.85 16.70 16.54 16.36 16.16 15.94 15.70 15.44 15.17 14.89 'O'` 1.20 ELEV 396.92 396.90 396.87 396.84 396.81 396.78 396.74 396.70 396.66 396.62 I;_` 3. ).40 ELEV 396.57 396.53 396.48 396.43 396.38 396.33 396.27 396.22 796.17 396.12 eaL ►.60 DISCHG 11.29 10.96 10.6' 10.31 10.00 9.69 9.38 9.o9 3.90 8.51 395.73- 1.80 DISCHG 8.23 7.96 7.70 7.44 7.19 6.95 6.72 6.49 6.26 6.05 7B'tt 1.80 ELEV 395.60 395.56 395.52 395.48 395.44 395.41 395.37 395.33 395.30 395.27 ss l ea :�:�� -DTSCFT,�.--5:-9�-S:a�--��4---�`5-----�7- - - �-.-3q----4.7•�---4,��----n,-q------�q� -------- „- i.00 ELEV 395.24 395.20 395.17 395.15 395.12 395.09 395.:]6 395.04 395.01 394.92 "L �.20 DISCHG 3.22 2.63 2.14 1.75 1.43 1.1. 96 .79 .65 .53 .. 20 - - --ELEV-- .. - 3q4. 75-- :94.-6f - -39fi.50 - 79-47.4-1--}94..3 94.'27 __ '94: 22- 94. 18 -- 344: 15 39-4 17 - -- - - - -- =; ?.40 DISCHG .44 .36 .30 .24 .20 .17 .14 .11 .u9 .08 :.40 ELEV 394.10 394.08 394.07 394.O6 194.05 394.04 394.03 394.;-3 '94.C2 v94.02 .a.;, - --D SCiG-...--- I t --.i16 ----..U`-._ - ��4--------- tJ3 1 ,.6t) 2LEV 394.t)1 194. i ?94. 01 794.01 '94,01 794.. 1 394.'G ;4.: -94... L 0 XED 08/21/87 EAST HAZEN POND, EXISTING CONDITION 10-100 YR STORM (HAZEN2.INP) JOB 1 PASS - - f REV 10/02/84 PAGE 4.30 DISCHG .01 4.80 ELEV 394.s]0 UNOFF VOLUME ABOVE BASEFLOW = 1.44 WATERSHED INCHES, 389.70 CFS-HRS, 32.20 ACRE-=EET, BASEFLOW = 00 CFS d'f RATION RESVOR STRUCTURE PEAK TIME(HRS) 15.14 PEAK DISCHARGE(CFS) PEAK EL�`VATIOffTrEET> 32.68 392.48 61 I781,171 I�s E (HRS) FIRST HYDROGRAPH POINT = .00 HOURS T I ME I NCREMENT = 1 --25- R URS DAAMAGe- AREA -b2 SG.11 f -- -- -1: 4.80 DISCHG .00 .00 .00 .00 .O1 .02 .05 .09 .15 .22 !zr t 4.80 390.17 390.17 390.17 390.17 390.17 390.17 390.17 390.18 390.18 390.19 6. si0 _ELEV DISCHG . 32 . 42 _ .55 .69 .86 1. s55 1.23i� 6. sis) ELEV 390.20 390.21 390.22 390.23 390.25 390.27 390.29 390.31 390. 33 390. 36 261! _7.20 _DISCHG 2.48 2.90 3.38 3.93 4.63 5.60_ 6.99 8.84 11.02 13.27 ,s 7. 20 ELEV _ �90.4i] 39�]. 44 _ 390. 48 _ 90. 3 3167t9 _ :.9T). 6S _ 39 .- 81- -- 76. 98 -- 4 i . 18- 8.40 DISCHG 15.31 16.94 19.19 19.17 19.95 20.21 20.46 20.72 20.99 21.29 8.46 EL ELEV 391.57 391.72 391.83 391.92 392.00 392.41 392.02 392.03 1 2.04 392.05 3' - ---- 9,60 DISCHG 21.60 21.92 -, 22.�7?.6. � z -- 23. 1 _- 23. 40 - . 23.. - :.4. � 2 1 . b2 9.60 ELEV 392.06 392.07 392.09 392.10 392.11 392.13 392.14 392:16 392.17 392.19 ?S 0.80 DISCHG 25.42 25.83 26.23 26.63 27.02 27.40 27.77 28.14 28.49 28.83 0.80 ELEV 392 2i7 92.22 392. 23 392. 25 _ 92.2b --T$2.8 2.00 DISCHG 29.16 29.47 29.77 30.06 30.32 70.58 30.81 11.04 'i.24 31.43 t 2.00 ELEV 392.34 392 36 392 3? 392 3B 392 19 392.40 392.41 392.41 792.42 392.43 y 3.20 DISCHG 31.61 731.77 31.92.36�M9 -32. T---'Z-41 --Tom`-r15 --3^.53---'s,:s.35 ------- - - ±, 3.20 ELEV 392.44 392.44 392. 45 392.45 .392.46 392.46 392.47 392.47 392.47 392.47 12 4.40 DISCHG 32.70 32.75 32.80 32.33 32.86 32.67 32.38 32.87 32.87 32.85- 4; 4.4c> ELEV 39^<. 48 192. 4692. 48 s 5, 60 DISC:�G .8 32 3 �_ .81 �_ .78 ._. ? 4 72. 7 0 '2 .64 '2 = :59 12 .5' �� .47 32 .41 5 60 EL Es+ 392 48 392 48 792.48 392.48 792 48 792. 47 392.47 392 47 792. 4 ' 792. 47 6.80 DISCHG 32.35 2.28 32.-Tf --- 2.14�I-84 6.80 ELEV 392.46 392.46 392.46 392.46 392.45 392.45 392.45 192. 44 392.44 392.44 '50'` 8.00 DISCHG 31.57 31.48 31.39 31.30 31.20 31.10 31.00 30.89 36.78 30.68 5.00 ELEV 392. 4: 39?.43 _ 392.43 392.42-- 392.4?-- 392.42 -- '.92.41 39"' 41- 9.210 DISCHG 30.57 30.46 30,35 30.23 30.12 30.Oi> 29.S7 29.75 29.77 29.51 9.20 ELEV 392.40 392.39 392.39 392 18 --92 38 392 37 392.-�7 ?92.17 792.76 792.36 !0.40 DISCHG 29.40 29.28 29.16 29.04 - 28.93 28.82 28.7i: 28.59 28.48 29:3T '0.40 ELEV 392.35 392..35 392.34 392.34 392.33 392.33 392.33 392.12 392.72 392.31 '.1.60 DISCHG 28.27 28.16 28.06 27.95 27.85 27.75 27.65 27.55 27.45 27.34 31- - 392.3o _ 792. O - - '92. 29- -r- Z9 392.29 792. ?8 '92. -� 792.---B - -- - - ---- '.^_.80 DISCHG 27.23 27.12 27.02 26.91 25.81 26.71 26.--1 26.51 26.42 26. 2 ( .30 ELEV 392 27 792.27 '92.26 392'.26 '92.26 -'92.25 -;92.25 792.24 -92.211 391-1.24 14.00 DISCHG-- - - 26.23 - 26.14 26.02 2t�.88 25.68 25.44 25.16 24.36 24.55 2-4:2' --- - - '4.00 ELEV 392.23 392.23 392.23 792.22 392.21 792.20 3792.19 792.is '92.17 792.16 L 1_5.20 DISCHG ^1 90 27.57 27.273 22.29 22.55 22.20 21.84 21.48 21.!_ 20.7�5 '5. 0 - ELEV 76". 15 7?2.17 _92.:2 -- )2. _ . =9^..0 :92.Os 792. 792... -92. 1 7;2. _ - _�, ali D:3C'iu �:. =8 2G. i0 S . _ c 8 1 :p �. S5 15.: 7 n. 14. 2E XED 013/21/87 EAST HAZEN POND, EXISTING CONDITION 10-100 YR STORM (HAZEN2.1NP- JOB I PASS ir REV 10/02/84 PAGE 7 6.40 E__'EV 192.01 392.00 391.90 391.32 791.74 191.62 391.,�2 791.57 191.52 7.60 DISCHG------ 13.78 171.:74 12.92 112.51 12.11 11.71 11.56 11. o4) 10.65 7.60 ___ ___EEEV 391___43 :391 . ',rq _39 f �ZS_ '759f_._'%F 791. 21- 1-4- _79 [.I I 3.80 DISCHG 9.98 9.65 9.34 9.03 8.74 8.45 8.16 7. B9 7.67, 7.37 3.80 ELEV 391.08 391.05 391.02 391.00 390.97 390.94 390.92 390.B9 790.87 19o.84 .-o 0 7- 1 12-� 6. E4 ).00 ELEV 390.82 390.80 390.78 390.76 39o.74 390.72 390.71) 39o.68 390.66 390.64 1.20 DISCHG 4.96 4.72 4.36 71.99 3.57 16 2.77 2.41 2.07 1.78 1.20 __ELEV_'_ 7390F 63-- --390-.6a 390-.'57 -Wo. 5CF- -396.-46 _190-42- -390.39 _790:_36 -----390."33 2.40 DISCHG 1.52 1.29 1.09 .92 .78 65 :55 .46 .38 .32 2.40 ELEV 390.31 390.29 390.27 390.25 390.24 390.23 390.22 390.21 390.21 390.20 zo 3.60 ELEV 390.19 390.19 390.19 390.18 190.1e 390.18 390.19 390.18 790.18 390.17 4.80 DISCHG .04 .03 o3 .02 .01 .01 ol .01 .17 UNOFF VOLUME ABOVE BASEFLOW = 1.43 WATERSHED INCHES, 573.35 CFS-HRS, 47.78 ACRE-FEET; BASEFLOW = .00 CFS CUTIVE CONTROL OPERATION ENDCMP COMPUTATIONS COMPLETED FOR PASS 2 RECORD ID CUTIVE CONTROL OPERATION COMPUT FROM XSECTION I TO STRUCTURE 2 RECORD ID Tr - U. - 0 AT14--UEPTF1_=i_ 4. 00 '_D0R_A7'rON_= -ANT. MCITS7. ALTERNATE NO.= 0 STORM NO.= () MAIN TIME INCREMENT = .12 HOURS RATION RESVOR STRUCTURE 1 _IM5_(`HRffF_ ____ PE�&.'._D Inn (FEE-r',-- 13. 6:17 30.04 198.94 E MRS i____rTRSY_ _tMr,0GRA1PR_PGI NT _nTlE111CREMENT 4. 80 DISCHG .00 . oti .01 .02 .03 .04 .06 09 .13 .19 4.80 ELEV 394.00 394.00 394.00 394.00 394.01 394.01 394.01 394.02 394.03 394.04 6�. 60-D I SC146 .54.6EF_ 6.00 ELEV 394. o6 394.08 394.10 394.13 794.16 394.25o 194.24 194.29 7-94. 35 394.42 720 DISCHG 2.13 50 2.93 . 41 .95 4.36 4.51 4.71 4.97 5.29 __LEQ_____:_4_41 I ___79Y._107.20 8.40 DISCHG 5.69 6.17 6.74 7.39 8.13 8.94 9.83 10.78 11.78 12.81 a. 40 ELEV 395.21 395.29 395.37 395.47 395.59 395.71 395.85 395.99 196.14 396.30 0-.60 19-.o7 -20-. j7' - 20-._94 9.60 ELEV 396.46 7.96.63 396.79 396.95 397.11 397.26 397.40 -97.54 7 -? 7. -_ B 797. So 0.20 DISCHG 27.41 24.17 24.SO 2!f. 41 25.96 26.49 26.96 27.7-8 27.7� 28.11 0.80 ELEQ__:�97._922' - 39S._03 799.13- __'7913.2-Z_ 399-._71- 798.79 '799.746- '798. 57 _ 7 - 79S '59 _7_ 3913._6�F_ 2. 00 DISCHG 28.41 28.69 2a. 9:3 29.14 29.3" 29.48 29.62 29.71 29.37 29.90 2.00 ELEV 3913.69 398. 77 _9e. 77 19e.)30 398.83 398.35 796.97 7-98.89 798. 398. _? i rj 1z. rt dill a;' TR20 XED 08!21/87 EAST HAZEN POND, EXISTING CONDITION 10-10(.) YF STORM (HAZEN2.INP' JOE 1 PASS 7. REV 10/02/84 PAGE e I','! . 2 cl D T SCHG 30. 0= 30.04 30. CI'Z 7.6. 0 1 25.9E 29.94 29.89 I -.� .2(-.; ELEV '9B.S2 79E;. 9-f 398.93 396.94 398.94 -79B. 0= 392.91- 79E. 177 798.92 7.96.91 29.84 29.76 71 29- 64 2.9.56 29.4e 14.40 ELEV 398.90 399.90 398:89 398:87 390.136 398.85 396.84 39B: (32 7198.81 398.80 15.66 DISCHG 29.04 28.94 28.84 28.74 26.64 2E.57 28.43 28.32 28.21 28.11 15.60 ELEV 396.76 16.80 DISCHG 28.00 27.89 27.78 27.67 27.55 27.44 27.--7% 27.22 27.11 27.00 16.80 ELEV 3-98.62 398.61 398.59 398.57 398.56 796.54 798.52 398.50 7596.49 -39B.47 18.00 DISCHG -- -7- 2i�.78 - - �6. 61 18.00 ELEV 39B.45 398.44 396.42 398.40 396.39 398.37 398.35 398.34 398.32 39B. 30 1151 19.20 D I SC14S 25.79 25.68 25.57 25.46 25.34 25.23 25.11 25.00 24.88 24.76 19.20 ELEV 398.29 396.27 396.25 398.23 39e 348. 2c, 795�.e - -798-. 16 20. 40 DISCHG 24.64 24.52 24.40 24.28 24.16 24.04 2-.9- 23.80 _23.68 23.57 1:7: 20.40 ELEV 398.11 3961.09 398.07 - 96. 06 398. 04 398.02 396. 00 397.98 397.96 397. 95 DISCHG 23 -45__ 24--.34 -3.23 2, 21.60 ELEV 397.93 397.91 397.89 397.88 397.B6 397.84 397.83 397.61 397.80 397.78 22.80 DISCHG 22.42 �.33 22.24 22.15 22.06 21.97 21.89 21.80 21.71 21.63 7 22.80 ELEV 397.77 79-7.76 39 . 7.74 397.77, __797.72 -_7c?7-.7GJ- 397769 6E�'- 797. 66 ,r97-.T5' 24.00 DISCHG 21.55 21.46 39 21.29 21.20 21.11 21.00 2(.).89 20.77 20.63 24. 00 ELEV 397.64 3972 397.61 397. 60 3977.58 397.57 797.55 7�9-11. 54 797. 521 397.50 25.20 DISCHG 47 20.29 20-09 19.96 174�. 25.20 ELEV 397.47 397.44 397.41 397.39 397.34 397.30 397.26 397.21 397.16 397.10 26.40 DISCHG 17.70 17.32 16.94 16.54 16.14 15.73 15.32 14.91 14.50 14.09 .2r 26.40 ELEV 397.05 396.99 396.93 2i, 27.60 DISCHG 13.69 13.29 12.89 12.50 12.12 11.74 11.38 11.01 10.66 1 o: 7,-- 27.60 ELEV 396.44 396.37 396.31 396.25 396.20 396.14 396.08 396.07. -.IF6- 395.97 -7-.'5q;F- 395.92 ____7_ _6 28790-- DiscHra 9.98 9. 65 9.33 9.02 8.72 s47�� .14 7 33- 28.80 ELEV 395.87 395.82 395.77 395.72 395.6E 395.63 395.59 395.54 395.50 395.46 33' 30.00 DISCHG' 7.08 6.83 6.60 6.37 6.14 5.93 5.72 5.52 5.32 5.13 :34, 30.00 ELEV 395.42 7395.39 395.35 395:-,32 7595. 1:3 b* 31.20 DISCHG 4.95 4.77 4.60 4.44 4.19 3.41 2' . 7 7 2.25 1.83 1.49 13t' 31.20 ELEV 395.10 395.07 395.05 395.02 394.97 394.79 394.64 394. 52 794.43 394.35 !37, 32.40 DISCHG 1.22 .99 .81 .66 .54 .36 .29 30! 32.40 ELEV 394.28 394.23 394.19 394.15 394.13 394.10 --.94. 06 394.07 394.06 394.05 33.60 DISCHG. .16 .13 .11 .08 .07 .06 .05 .04 .03 .02 33.60 ELEV 394.04 394.03 394.02 394. 02 .01 394.01- 34.80 DISCHG .02 .02 .01 .01 .01 .01 34.80 ELEV 394.00 394.00 394. oO 394. OCY 394.00 394.00 RUNOFF VOLUME ABOVE BASEFLOW = 1.82 WATERSHED INCHES, 497.14 CFS-HRS, 4(-).75 ACRE-FEET; BASEFLOW = .00 CFS b-OPERATION RESVOR STRUCTURE 7-- ___�TE�A_KTIMlfYiilkS)LEVgT YON (FEET Y 14.79 41.99 392.82 TTME(HRS) FIRST HYDROGRAPH FICII14T .00 HOURS TIME INCREMENT -.12-HOURS 4. SO DISCHG .01 .02 .05 .09 .15 2 7 .5E TR2(--j XEC, 08/21/9-7 EAS7 HkZEN: POND, EXISTING CDNLlTT[)j,.I 1C>-10-1'- YE: S-MR,". a C L: 1 PASS REV 10!02/84 PAGE 1;: -91: E. 7o C!. " c 79:. 79 D. -rgr!. 2-- 79!D. 2A DISCHE 91- 1. OF Z. 1 -11 45 9t-. '75 67 6. C�t) 390. 25 7,90. 27 396. 29' --390.31 390. 34 7c?(' .77 m .. -,'9(--'. 40 :79(l. li-_- 79oD 49 -190 =2- 7. 20 DISCHG 4.45 -.10 5 .84 6.67 7.69 V. Oe - Oc' 7. 4 1 5 16.20 18.9z 7.20 ELEV 39o.58 390. 64 390. 70 7,90.78 :79(.). 87 39 1. 391.18 319 1. 4 Z�' 7911.65 -391:90 EL-4 6-D 1 -.4 5- -2T T. I e'- -84 --- 2-�. -6-4 -2-6 --- 24. f9 --N, . 76-- -25 E. 40 ELEV 392.02 392.04 392.67 392.09 3921.1i 39--.J4 7-9Z.16 7.92.16 792. 2C., 392.22 9.60 DISCHG 26.5- 27. 1!7: 237. 7 A 28.36 2E.98 29.61 3C). 2-- 3CJ. 86 71.47 3-C)8 3921:24 -7,92- ' -2 7- 392:76- 392.-38 7392. 41 392.43-'- -392.45"' • 1o.89) DISCHG 32.67 33.26 33.83 34.39 34.93 35.45 35.96 36.45 36.92 37.37 I Cit. BO ELEV 392.48 392.50 392.52 392.54 392.56 392.5B 392.60 392.62 392.63 392.65 12. 60- -DI SCRG----- 79.29--'- 79-.6U- -79. 89--- - 417).-16 4rj'.-4Cr--'-'- --46.-67- 12.00 ELEV 392.67 392.68 392.70 3912.71 392.72 39-21.7-11 792.75 392.76 392.77 392.77 13.20 DISCHG 40.83 41.01 41.16 41.33 41.47 4; . 5E! 41.69 41.7- , ? 41.84 41.29 I -ELEV--- -7179-'7.-717---7, -q7.-ffrr-'-- -77922'.-Hi-) - -- '7%9'-7,. 81 -192.81 392.62 792. B2 -392. 82-- 14.40 DISCHG 41.93 41.96 41.96 41.99 41.99 41.97 41.94 41.91 411.86 41.81 14.40 ELEV 392.82 392.82 3921.82 392.82 392.82 392.82 392.82 392.82 391-1.62 792. 82 -- 15.60 IYISUH� - - '-4 -41.68--- - 4F -4zF- 4 41--'24-'---- - -4 1-- -17 -41.-102 - -40.- 9 1 -- 15.60 ELEV 392. er, 392. 81 792.81 392. E31 - 392 Bco 39- ef: 7,92: 90 3 9 --. 7 7-92.79 "T ,92. 79 i6.BO DISCHS 40.80 40.69 4C..57 40. A E 4C).2;7-,. 40.-i 40. oC 39.9-- 39.61 39.67 392.776- 392.76 -39275- ----797.75- -392-.74- -----r9Z-74--- 1B.00 DISCHG 39.53 39.39 39.25 39.11 38.96 38.81 38.65 36.49 38.34 36.18 18.00 ELEV 392.73 392.73 392.72 392.72 392.71 392.71 392.70 392.69 392.69 392.68 19.20 ELEV 392.68 7,92. 67 392.66 392.66 392.65 392.64 392.64 392.63 392.6--71 79. 62 20.40 DISCHG 36.75 36.19 36.07 35.86 35.7C) Z--.54 35.39 35.23 35. 08 714.97. .-,-20-.40 ELEV 3 92-.-6T- 91r.,59---759 2. 5 B 7 9 9'2F.- 5-T- ---r9'-' .- 5-7- 7-9275-6-- 932 21.60 DISCHG 34.78 34.631 34.49 34.35 34.21 34. 07 33.93 33.79 33.65 33.50 33 - 21.60 ELEV 392.55 392.55 7.92.54 392.54 392.53 392.53 392.52 392.52 392.51 392.51 .3� 22.80 DISCHG 3'Z .36 33.21 M�.4 035. 22.80 ELEV 392.50 :7.92. 50 3 9 22. 4 9 392.48 392.48 392.47 392.47 :31?2. 46 39-2.46 39--.46 13C 24.00 32.01 31.8E 31.74 31.55 31.30 31.00 30.65 30.28 29.90 29.5(- 137 24.00 -DISCHG EL 44 :192.4-7 39 .-47 3177741 ----rv72 -.14 0-- ---39- - 3 9--.-3L-- '3el 25.20 DISCHG 29.10 28.69 28.27 27.85 27.43 27.00 26.56 26.12 25.67 25.22 1391 25.20 ELEV 392.34 392.33 392.31 392.29 392.28 392.26 392.25 392.23 392.21 392.20 26.40 DISCHG 24-.-16- -- 24. 3o 9c) --'-lT-=, ---20-56 26.40 ELEV 392.18 392.16 392.14 392. 17. 392.11 392.09 392.07 392.06 7.92. 04 392.02 14:. 27.60 DISCHG 20.09 19.91 17.74 16.74 15. EIS 15.13 14.45 lT. 85 13.30 12.78 60 ELEV 392. OU 391 --W-39f-779 ------ 39 44 28. BO DISCHG 12.31 11.86 11.44 11.03 10.65 10.28 9.92 9.58 9.25 8.93 .4-1 28.80 ELEV 391.30 391.26 391.22 391.18 391.14 391.11 391.08 391.05 391.02 390.99 .4' 7.-4tp - 97 --- 30. 00 ELEV 390. 96 3 90. 97. 390.91 39C). ap- 390 .86 390. 87 39(J. 81 -39n. 79 39(.,. 76 390.74 31.20 DISCHG 6.04 Z. E33 5.62 5.42 -.,3 5.04 4.80 cl.47 4.OE Z.67 ELEV-- .3q(5 72 3qC) 7C) 39c). 68 1-9�. 6 396' 5E- 739rj-,54 32.40 DISCHG z 25 2 e4 - -.47 2.13 1. E3"> 1.55 1. 3, 1.11 .93 .78 32.40 ELEV 390.47, 390:43 390. 4(.) 390.36. 390.34 390.31 390.29 390.27 -39C.. 26 390.24 3-60 DISCHG 6 .26-- - - - - 12 2-- .15 --- 7:!.. 60 ELEV 790. 2-7 39(-,. 20 390. 20 3 9 19 Z9�). 1 rP 7:90. i 9 •71,9(.�. Is 9 1 E' TR2(' XEQ. 08.'21/87 EAST HAZEN POND, EXISTING CONDITION 10-100 YR STORM (HA*7EN2.INP) 10 Ell I PA S S REV 10/02/84 PAGE :34. e(a 1) 1 SCHS 1c, OE' Ot 07 02 021 01 7%4. B--, ELEV 79iD. 18 -9': Is y le 390. 1- 7• 9C. 1-.7 790. 17 :!9,-.:. 1— 1-7 70(' 77 391- .17 RUNOFF VOLUME ABOVE BASEFLOW = 1.81 WATERSHED INCHES, 725.79 CFE—HRE, 59.9E ACRE—FEET; BASE=LOW = .00 CFS !''EXECUTIVE CONTROL OPERATION ENDCMF CCjMFUTt:J ION'S COMPLETED FOR PASS RECORD ID ),-EXECUTIVE CONTROL OPERATION ENDJOB RECORD ID 17! 19 12! ze 1z'• 131 '32 133 134 43 441 1451 ,4� 0 XEQ 08/21/87 REV 10/02/84 EAST HAZEN "OND, EXISTING CONDITION 10-100 YR STORM (HAZEN2.INP) 7OE 1 SUMMARY PAGE 11 MARY TABLE 1 -_SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED- (A STA`i_(_*f AFTE (9THE PEAK— olSmARGE-TIME-AND--RATE--(CFS-T-VALUES INDICATES -A FLAT TOP HYDROGRAPH - -- -- -- 9 A QUESTION MARK(?) INDICATES A HYDROGRAPH WITH PEAK AS LAST POINT.) T I ON/ STANDARD RA ANi'�C-lily �F:ECTFTTATTOhT- -- -`---- - -- - PEAT'- ITTSCFiARGE - - 12' --- - 31 UCTURE CONTROL DRAINAGE TABLE MOIST TIME ------------------------- RUNOFF -------------------------------------- ! ID OPERATION AREA # COND INCREM BEGIN AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE Ilo -_ ---- - -- ------ MI)'(TN)_--(HR)_ - CIN) (FT}.--- CRRT f 9I� TTL ERNATE - - . O STOP 0 ------ - --- -- ----- -- ]O - ---- 2 I - --------------------------- S CTIDN 1 .31 2 . 12 .0 3.00 24. 00 1.01 --- 10.713 15.85 51 . 8 CTlON---1 _RUNOFF 'RaR6PF - 24. 00 _ --9: zs z� CTION 1 ADDHYD .42 3 2 .12 .0 3.00 24.00 1.08 400.24 10.45 23.93 57.0 : 60 UCTURE ET I QN 1 RESVOR .42 3 REACH ----- � 4� -----. 2 .12 .0 ----.-T7-. 3.00 24.00 --- •-3: TUG- --- _747. 10O- _---l-.7UEF- 1.08 396.96 3175. 129: 14.66 17.12 �Z��"i i� _ 40.8 :. . g --2 _� �3a6 -- CTIDN CTION CTION - 1 1 1 RUNO RUNOFF ADDHYD . 1 13 .09 .20 3 3 ---` 2 2 2 .12 .12 .O .O 3.00 3.00 6a�: 24.00 24.00 1.19 1.07 --- 400.12 8.33 8.43 10.67 12.19 114.9 61.ci 132. a31 Iar 3� CTIDN 1 ADDHYD 02 - . .0 3.00 . i -�03: Z�- -f's:�+T-- - -- 4zj- UCTURE - RESVOR .62 7 2 12 .0 C.00 24.00 I.o7 392.17 15.76 24.48 39.5 �� /�� ? t 1401 r CTION 1 RUNOFF .TL 3 2 .12 .0 3.50 24.00 1.37 --- 10.63 22.91 74.9 14L CTION 1 RUNOFF .11 3 2 .12 .0 3.50 24.00 1.64 --- 9.66 12.83 112.8 CTION 1 ADDHYD .42 3 2 1� - .cj BTU `4.ii i __-�: 4- 4-rjii,T4--- c_,7 -- - UCTURE 1 RESVOR .42 :; 2 .12 .0 3.50 24.00 1.44 �97.90 14.01 23.30 .-: -. 55.5 CTIDN _ REACH .4- _ .0 .,_,0 24.00 1.44 39�.29 1�.^_� �3.�9 �5. - s'. 491 gaol S"C CTIDN 1 RUNOFF .11 3 2 .12 .0 3.50 24.00 1.30 --- 9.90 8.39 78.4 CTION 1 RUNOFF . 49 3 2 2 : u --1.504uU 1 : 5�-- --- - T ---T� 3 it Z _. u1 sT CTION 1 ADDHYD .20 3 _ .12 .0 3.50 24.00 1.42 400.18 8.41 17.96 89.3 54. CTIDN i ADDHYD .62 3 .12 .0 3.50 24.00 1.43 40ii.34 13.59 Z3.62 54.3 !361 UCTURE 2 RESVOR .62 2 7 ' .c5---:.5 --� :�7�} - 374: - -'92: 48--75: L4 88---53:-1 s� CTION 1 RUNOFF .31 ? 2 . 12 .0 4_-ijU -- -- l-4:0V -- - -1. 74- CTION 1 RUNOFF .11 3 2 .12 .0 4.00 24.00 2.04 --- 9.:31 16.61 146.1 CTIDN 1 ADDHYD ---.42 _ 2 .12 .0 4.01; 4. 00 __74: 21.00 OCR 1.32 . _1 .$.:"- 400.45 - '9ff: 94 .19 45.31 1,07.9 CTION 2 REACH .42 3 2 .12 . 0 4. 00 24 , 00 1.32 -.95. 45..._. 1 - 22 _ r. '0. 04 _ . _... 71.3 =. y CTION 1 RUNOFF .11 _ _ .12 .0 4.00 24.00 1.67 --- ?.... 11.;0 106.` i CTICH 1 RUNOFF 09 _ U 4. 00 24. CTION _ ADDHYD - . 2ii :� - - �.�- - -, �� - 4. 0o - ?4. �70 .30 4.�t:. 24 �. _ . 24: 38 2�7. . CTIDN UCTURE 1 ADDHYD RESVOR .62 2 . 12 ,c:r 4.i;0 =4. 00 i.9 1 ii0. 4 .4.- _?.. - 4? 14 9. L. l`�"� k' L 2 .62 2 .12 .0 4,i.i� 24.: i_; 1.31 72.32 4.79 4t ?'9 67.3 - XEO 08/21/87 EAST HAZEN POND, EXISTING CONDITION 10-100 YR STORM (HAZEN2.INF) JOB 1 SUMMARY 2 REV 10/02/84 PAGE 12 5 I -I IARY TABLE - SELECTED- MODIFIED_ ATT-K:IN REACH ROUTINGS IN ORDER OF STANDARD EXECUTIVE CONTROL 1NSTRUCT1CNE 7 ` (A STAR(() AFTER VOLUME AE+OVE BASE(IN) INDICATES A HYDROGRA-PH TRUNCATED AT A VA-CIJ�-E:(CEEDINGC -BA + FfSTZIF-PEAt•:-- y A QUESTION MARK (?) AFTER COEFF, (C) INDICATES PARAMETERS OUTSIDE ACCEPTABLE LIMITS, SEE PREVIOUS WARNINGS) O1 ------------- rXUUMHrrl T U-------- uim — ---- 1 -- ----------- muu -- I --------- MMM 1 — —— — — — — — — — — — — — — — — — — — 1 iI OUTFLOW+ VOLUME MAIN ITER- Q AND A — — PEAK: S/Q ATT- TRAVEL TIME i16 17 1B' ,o — — — — — C REACH INFLOW OUTFLOW INTERV.AREA BASE- ABOVE TIME ATION EQUATION LENGTH RATIO @PEAK KIN STOR- — — — — — — KINE- LENGTH PEAK TIME PEAK TIME PEAK: TIME FLOW 1195S—TRCR # USEFF R--07-T--.-F) zo s, (FT) (CFS) (HR) (CFS) (HR) (CFS) (HR) (CFS) (IN) (HR) (X) (M) (K:*) (Q*) (SEC) (C) (HR) (HR) 33 2. ALTERNATE --------------------------- 0 STORM 0 zs 2° 27' Z 1300 17 14.6 17 14.9 --- - — 0 _—_-1.158- - : 79ii--ice- . �� T-OUi�513 _ —i 1300 23 14.0 23 14.2 --- --- 0 1.44 .12 1 .794 1.36 .002 1.000 491 .61 .12 .14 1300 30 13.7 30 13.8 --- --- O 1.82 12 1 .799 1.36 .002 1.000 461 .64 .12 .13 311 — 3 3 3Di 3 .,I 421 .34 441 451 Ian) — t 471 I.61 a9�s° s1 sz 5 -L l l !0 XEQ 08/21/e7 EAST HAZEN POND, EXISTING CONDITION 10-100 YR STORM (HAZEN2.TNP) JOB I SUMMARY REV 10/02/94 PAGE 13 IMARY TABLE 3 - DISCHARGE (CFS) AT XSECTIONS AND STRUCTURES FOR ALL STORMS AND AL-rERNATES :CT ION/ DRAINAGE tUCTURE AREA STORM NUMBERS.......... ,12 D (SO MI) o ;131 17 7RUCTURE 2 .62 19 ------------------------- ALTERNATE 0 41. 9?; 21 i2 'RUCTURE 1 42 2.1 ------------------------ ALTERNATE 0 30.04 FEd-TION 1 .62 ------------------------- ALTERNATE o 4-1.14 SECTION ------------------------- ALTERNATE 0 :0.04 OF JOBS IN -HIS RUN cution complete, time = 644.22 seconds ---------------------------------------- 12 3 10) 11 12 13 14 :31 6 171 19 20 21 22 23 24 25 26 71 3 43 43 46 47 4 49 50 31 52 397 'Ic + a 4 < Tj OD I I 4 (1) I c :j :7 4 14 1 1 'no I I 1 .0 M 4 rD I d I cfl to 4 + I rx.«�-.,-�r„ry. •r-++�etr •--.. _._ _ _ :Jr .. ^C) TF.-2�:!-i'T DF:GLOC'!'' 3r tFx it •iFxxit ir'r. yF iF yF •3F yF>- -- - __ .. _ ----- - -- - -- --- SUMNuF". N0F'LOT EAS'� H-"-Eia i"314- -POST DEVELOPED' CONDITION- 10-400. YF STORM --LHAZEN3.-INP) - - -- . ---- . ---.----- ----.---.----- - ---. 4U E- - 4«). i-1�>. - - - - - - - --- --- - ---- ----- 40 401-1. S EWLT&L - - - - - - - - - --- ---- -. _ . Y.SECTN 1. C g 394. U.(') U,i) 8 394. 2. 76- ----- --:. S _ ..- - - - - -- --- - - - --- --- - - - -- 8 7. 5?.E- 9 EWDT6L- - --- ---- -- - -.._. - - - ST:;U CT 1.11 2S. E. (?(:)7ENDTHI S T RUCT --Uc _._ - --- - -- - -- - -- -- --- ------ - ------- ' E 390. 17 i). C% U. o E 392.0 20. .733 395. 0 -10011.- -- ----9- 95 �-.. .- - - - -- - ---- ----------- - - 9 ENETB+- RUNOFF 1 001 6 RUNOFF---i-c3Ql -- -- 2 -. l i :. _-... 8i> . - - -i • __ - - - - - -- - -- - - - - - c ADDHYD 4 001 1 2 3 6 RUNOFF 1 001 4 .0467 91. .231 6 ADDHY-D-4- u►1-= 4-5 ---- -- -- - --.__..-- - ----- - - ------ ,-- 6 RESVOR _ 01 5 6 394. 1 1 i 1 6 REACH 3 UU� 6 7 1306. o -RUNOFF-1-00-al ---...-i---- - . U604 - 78.--- - - - - - ---- --- ---- - - j 6 RUNOFF 1 001 2 .0929 79. .70 6 ADDHYD 4 001 1 2 3 6-ADDHYD-A-r1U1-- +-7 4 - --------- -- - -- ------------ 6 RESVOR 02 4 5 390.17 1 1 1 1 ENDATP 7 I WCREM - ---- - - - -12 - - - ---- -------- 7 COMPUT 7 001 02 0.0 3.0 1. 3 2 . ENDCMP 1 7 COMPUT-7 --- 601- --- -02 -).E>- --3.5 - - 4.- ----' 2- - -. - --- - - -- - --- ENDCMP '_ COMPUT . U )1 UC U. 0 4. i . 7 _ EWDCMF' 1- - EWDJOB rl {• :f i 1 I 1 ( f * 1 I I I x j i {. ' m o f cl i m , I , a . _. j I ru I I I I i -PI ( , ( �- 1 r• � 1 I I I 1 I I I 1 1 � I I I i I I I I I I I i I I 1 I I i I A n f • i 2 E: E S HAZEN POND. POET DEYELOPEE- COMDr-10? if -IOC! YF. STOR!r. (Hk.ZEf,.'-.IMF) JOB I PASS PAGE p I a 0 :(EQ 08/21/87 EAST HAZEN POND, POST DEVELOPEC CONDITION 10-10C.) R .-TORM - HAZEN7. !NP) ICB FASS REV 10/02/84 ')GE 4.00 DISCHG 20.67 20.59 20.49 78 "9.-?9 t l?. 3� .=,7. Z 4.00 ELEV 3913. 45 7798.44 798. 42 913.7.9 --!?S. 77 -9e. .-4 _9e.71 2e ,- --Z a . 5.215 1) 1 5P-Ha t9.46 ---il?- - -t9-.-t)4- --rB.64- ---ia. o:3- - iGo4l I G a 1-7- i7.31 ',.-7. QZ 17- .:;G- 5.20 ELEV 398.19 7198.15 7198.11 798.07 796. 012 --97.98 :97.93 397.97 797. Z57.76 6.40 DISCHG 17.09 16.80 16.50 16.20 15.89 15.58 15.26 14.95 - 4. ..4.31 .397.6 35 9:7. 5:7 397.-+5- - 7)97.-38 _797.31- 7,9 7. 25 797. is 797.. 41 - 7.60 DISCHG 14.00 1:3.69 13.38 1Z.07 12.77 12.47 12.17 11.88 1, i. f9 i 1 . "r 11 7.60 ELEV 397.05 396.98 796.91 396.95 196.79 396.72 796.c6 396.6o -9b. 48 a. 80 0 l5eHS i t-.-t.14 t6.76 9. 1� 1--. - 8. 73--- 13.80 ELEV 396.42 396.36 396.31 396.25 396.2() 396.15 396.09 396.04 795.99 795.94 �0. 00 DISCHG 8.55 8.33 8.12 7.91 7.70 7.50 7.31 7.12 97 6.75 •eEl EhEV 395.9e 95.85 3 i ----7395,-72- - --395.-6B -795. 6:3 ':,95.59- - 95.56 - 1.20 DISCHG 6.58 6.40 6.23 6.07 5.91 5.76 5_S0 5.46 17 1.20 ELEV 395.48 395.44 395.41 395.37 795.34 9 5. 7. 1 395.28 795. 24 :95.21 395.1s aw-4f) DISE1165 5.05 4. 90 - 6:5-- -4.52 ---- 4-. 40- -- 4. 19- - -- '2. 40 ELEV 395.16 395.13 395.10 395.07 395.05 �95. 02 394.98 394.79 794.64 394.52 33.60 DISCHG 1.80 1.46 1.18 .95 .77 .62 .51 .41 .27 - 1.-60 ELEV 394.42 .39 +--394-.27- 94�- 18 7,94-15- 394,12 - -:�94_ 10- �94. C,3- 194.c16 ;4. 80 DISCHG .22 .18 .14 09 08 .06 .05 .03 �4. 80 ELEV 394.05 394.04 394.03 794. 03 '94.02 7 9 4. :)2 794. (:)1 794.31 --?4. 1 "794. 1 :UNOFF VOLUME ABOVE BASEFLOW = 1.55 WATERSHED INCHES, -166.20 CFS-HRS, 738.57 ACRE-FEET,; BASEFLOW 00 CFS :RATION RESVOR STRUCTURE 2 PEAK flMEHIRS) PEAW.: &I-SEHARGE4CF-3) ._BEAK ELE%AT--l-QN4f;EET)- 16.00 '32.58 792.47 ---TIME INCRENE14T--l_':' HOURS- DRAINAGE AREA- - ff (HRS) FIRST HYBRE18-RAPH Pf3lN-T-- .)a) HOURS _.40 DISCHG .0o o(-.) .0o 02 0:7. 06 09 .12 �.40 ELEV 390.17 7,90.17 790. 17 7190. 17 -90. 17 - -:90. 17 790.18 _90. i8 _90-:3 e -3. 0 Dis Ha _. 21 .26 55- .64-- --.---;7 3.60 ELEV 390.19 390.19 390.20 390.20 7190.21 390.21 390.22 390.23 390.23 390.24 4.80 DISCHG .84 .92 1.01 1.10 1.19 1.30 1.42 1.56 ..72 1.91 -47-.815 EtEv 90. 25 390.25 =9e-.-26 390--1 27- 190.28- -Z90:29 --7,94.341 .1 --7394). -1 -qC " -90. 7.4 6.00 DISCHG 2. 11 2.713 2. 57 294 6.00 ELEV 390. 36 390.38 7.90. 41 79C.).43 7790. 46 Q0. 19 790.32 9 0. f 6 9 4 -7.20 e! ta 5.7i 7m--34- - - --8. 0 1 . _a� 917 .1+1.2-7- 11.77-- •41'- 2 16. 1 7.20 ELEV 390.69 390.74 390.79 390.a4 390. 90 _190.99 391.11 391.26 79i. -it 391.... 8.40 DISCHG 18.00 19.49 20.21 20.54 20.84 21.12- 21.40 2 1 . -i;- 7 --!.?4 212. 2 i -8. 40 E 62-- 391--.95 392. 04- 392 ; 02 -- 79 2. 4) 3 -392. C)4 392.,-;t5 -1792. 06 rt 4-. .-) 7 792 -,-is 9.60 DISCHG .2.48 222. 75 27. .1; 4.-_ 2 4. E :1 4L 9.60 ELEV 197 -3. (:Jg 392.10 392.11 -92.-:2 7:?::. 4 772._Z 792.1=' 17 -25 .46,----25; -78- - 26; i9 - 26.4.-1 7 0.80 ELEV 392.20 39�. 392.27m 792.24 -g-).-. 79-.27 2. 00 DISCHG 28.48 26.75 29.0 _9.26 9. -7 0i 291117 29 :_.-tip}-- EL-E- 9e-w 3 2 -3 9 2. -33 92. 7 4 - -792 - -_ 5 -,9-7 '6 -r- -rq2. -92 n. it, I SCLIG i0.73 0. 90 r `E-.1-1 'C7 DISCHG 1c. 2E _ ..:IC" ELEV 397.5= 25.20 P-T.SCH& 15.32- -5.2f:` ELEV P -2 -.4: DISCH& .... �o 40 EiE4-- .39o.94 27.60 DISCHG 11.07 27.60 ELEV 396.43 26.90 - D-i SCHC- - 8. 73 -2.SO ELEV '?95.9 10.0G DISCHG 6.7? 730. 00 - .. - ELEV 395. 52 - __ 1. 20 DISCHG 5. wt._ 2.40 DISCHG _._. 7-.4 ELEV 394.515 oC D:E; 34.80 DISCHG .04 34.80 ELEV 394.01 E:UNOFF VOLUME ABOVE BASEFLOk F'ON; I'USi DEVLI C)FE D CONDITION 1`:- 1C": 'Y=. T=n lHA.ZEh1_. INF> - _-------JOB ---..1._-- PASS--1.-.--- PAGE .-97.66 397.05 397.64 + • 16. e. 16. 5e- '_._. E. ic.. 4 16. 42 16.37 16.32 - -- - �7 •.� . f, 1 .-_ ...-..l� f • C+l• '9:/-� J�' _- C _ti 9 . 56. - . . 5 • ._Z-.. .-5G . - - -^='9-7 -Z5 =Q'Z .�J4-._ it.27 1£..15 16.GE 15.97 15.87 15.77 15.67 15.56 15.44 797.52 397.;U 397.48 397.46 397.44 397.42 397.40 397.3E 397.35 - 15. le 1 `.f . i 14---1-4.-89 ---- ---1� . - - -14.-54 14-.-16 1-r 95 13 74 797... 397.27 7,97.23 397,20 '`?7.16 7,97.12 397.08 397.04 396.99 3.2E 17:. if5 12.81 12.56 1L. 12 12.07 11.82 11.57 , 11.32 - -96.-7A----- -396.69 ---- -96.64- .--lURA- 9-----.79A Z3 TS iG.62 10.58 10.34 10. 10 9.86 9.67 9.40 9.17 B 95^ r1T. 396.3E 396. 32 396.27 396.22 396.17 396. 12 396.08 396.03 395_ 98 7 71 7 13 x 6 94 395.89 395.84 395.80 395.76 395.72 395.68 395.64 395.60 395.56 .� 6.59 E.42 6.26 -.09 5.94 5.78 5.63 5.48 5.34 7,95.46 - .395-45--.3 541---d'A5-ME --<9dr._.5 ---Z$. -'z1 _05 28 7$5 _)c - -) S.I�' 4. 4_ '+. Bi, 4. bEi 4. 55 ':. 43 4. 32 3.6U 2. 99- :` r 795.1c 795.1" 395.11 7,95.08 05 395.03 395.00 394.84 394.68 1.92 i : 56 1 . 26 - - -403,- -- . A3 - - -• 6A -----r55 45 36 ti T1. 794.45 394.36 394.29 394.24 394.19 794.16 .394.13 394.10 394.08 24 .19 .16 .17 .10 .0e .07 .05 .04 394:06-- - 394,04 394 1 394-C%I - .03 .02 .02 .02 .01 .01 .01 ' 394.01 394.01 394.00 394.00 394.00 394.00 394.00 1.1E WATERSHED INCHES, 354.54 CFS-HRS, 29.30 ACRE-FEET; BASEFLOW = .00 CFS OPERATION RESVOR STRUCTURE - - --- -PEAK T !-ME (44RS4 - - - -- -PEAK- D-I-SO44AR-GE4 CFS)-- 16. 6S 24.69 - -- -PEAK--EL-E-VAT-I-OW-4F-EE 392.18 TiPriE-(HRS: -- --_--= IRST -1••{31-DROGiRFiF'tl-F'DIiJT-=---r;j+j�IOLJRS---- FIhaE--IWGRE-faEW7 - -.- 1�• f_c <-1�01J ' - nR f1INACsE-(1hE11 - 62 S41.MI.� ., 2. 40 DISCHG . 00 , 00 .00 . 00 .00 .0() .01 .02 2.40 ELEV 390.17 390.17 390.17 390.17 390.17 390.17 390.17 390.17 390 17J--;"-:390.17 3 -. 60 - - D ISCHG - - -- Oe _-17 ---_ 21 - -- -- 26 -- ---- C, .:5 41 44 j. 1. 6i ! ELE`' 39i , 1 E 39i . 19 390. i 8 390.19 390. 19 39i;. 19 390. 20 390. 20 390.21 390.21 4.80 DISCHG .5 .5E .65 .72 .79 .5!: .94 1.01 1.10 1.19 4.Si) -- - --ELEV- 3,90.22- 390.22 - 39 :.-2:y- --.7,9G.24 _ ..39+3. 4 ----39G.25 --- --- 9G_26 390_". 790 27 =9G 28 6.00 DISCHG 1.29 1.41 1.54 1.69 1.87 2.07 2.30 2.56 2.85 3.18 6.00 ELEV 390.29 390.30 390.31 390.33 390.7.4 390.36 390.38 390.40 390.43 390.46 7.2t;-----P1SCH= S.55 _ .9c - - -4.-42 4.94 -5.55 --- -6.30 7. 2t.? Et; EL_ '9�: 4 r_ -.9i,. 57 _ �� t:. C-' 79: _ f; 39( . 6: i�, 39 65 i;. 39. 7' �. 79:�. 94 i,, 39. 96 391 . lU ..391 4 . 2 E.4t: V1SCHu __._. :4.2c 1`.__ 15.8C 16._- _...7� 1-.ii 17.38 17.65 17.90 ` r4 j EL-EI• 39 i . ti . 39i.47 79 i . 55 75 1 .-6 7,9 i .-tip - 3S' 1. 7t. __ 39 i. 7 3--- -:391-76- 9.60 DISCH-3 15.._ lE.'� 16.59 1E.87 14.0E i9.54 19.85 20.03 20.13 9. 6i i ELEV 79 i . 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Ji) 7C?4.4.)-j 433-94-02 1394-04- 7,94. u6 -9,4--a7- Z94-418 394 i s CH6 E5 79-�. 61�' 7 .84 20 9:3 394.22 1 1.01 1.10 794.226 1 L.1 9 1- 1-94. 28 60 ELEV 719 'q I 17 14 394.16 794.1E 394. 394.24 1q. BE) D I SCH17 1.29 39 - 1. 46 -1.56 1.7(1- - 1.81- 1. 92- --Z-03 - 16- 30 4. 80 ELEV 7 9 7 9 71/: 794.77 7941. 79 794. 42 79=. 45 394.47 394.50 394.53 H Z. Z.5E 7- 'l -_.72 4.o6 4.32 4.37 00-- - -ELEV 5- Ci 4. oc' 39n i-t:,4 7,94. c)9 -:394.74--- -�34. 00, roc: - ' I 7.26 DISCHG 4.44 4.54 4.65 4.76 -795. 5.01. 5.39 5.65 6.36 6.83 7.2 �", ; m 7.20 ELEV 395. UZI 795.05 795.07 1 395.15 395.23 395.33 395.43 395.53 395:- 6 :40 ---DLSC-HF=- E. 40 E LE: V 7 i-6 I- 795.7(j - - -8. () I-- 7-95.76 795.87 -G. 89 395.97 - 9.38 396, 07 -9.90--10-46- 396.1e 796.7.0 396- 42 11-64- 396.55 . .., : I - 4 396.68o t. ?i A �� 9. 6(l El i SCHS 112. 90 1 Z. 5,q 1101. i9 1 -11 . E37 15.A7 16.09 16. 69 17. '27 17.84 3 18 8 -34o vB4- 7,96. 95 Z97 - QA 'KQ'7 0. E30 DISCHG 18.85 ')E 19.37 '398.18 19. E33 39B.28 20.27 396.37 20.67 398.45 1211 . 05 398.53 21. 40 '398. 61 2-1.7A 398.68 22.04 398.74 -22. 33 - 391, B.'so it 80 ELEV 398. ---22o59 --2.-94 -23-.-Cs --23. 27- .--23.47- - --- 2Z--64- -- -23 -a 1 -23- 95 - ---24 09 24 23 2. 00 ELEY 396.8t 39E.91 398.9m 399.00 399.04 399.0B 399.12 394. 15 399.17 399.20 20 DISCHC 24. 2 24.4- 24.5- 24.60 24.67 24.74 24.757 24.84 24.88 24.92 % 2'-- 399.-2€.p-,----39r7.-Z7- --599. 28- ---39cf. 30 199.Z- 39-c,'- Z�9.----95-34 79IR 14. 40 14.40 DISCHG ELEV 24.95 399.36 24.98 399.36 '1 5. 04) 399.37 25.01 399.37 25.02 399.37 25.02 399-37 '25.02 399.37 25.02 399.37 25.01 399.37 25.'0 1 A x. 399.37' �C- 15 �-6' ---pl-Sc-Hc- 24 �j99 -- -24.-% ----24-��6 - - - -214 -.-W3 - -24-.-91.--- --24- 88- 2-4� 85 - - 24-82- --- 24 - 78 24-;ER 15.60 ELEV 379q.Z7 399.36 399. 36 79C7. 35 399. 35 7199. 754 7,99.34 791�1. 399. 399.31 8(D DIECHG 24.711 24.67 24.67 24.59 24.55 24.50 24.45 24.40 24.35 24.30 16 a --ELEV- 399.31 -599,28-- ---:;99 27--- - 26--- 393•. 25 -399.2-4----Z--9-9-Q;; "TIRV - �2 IS. 00 D I S C H F--' 24.25 24.19 24.14 24.08 24.02 23.96 23. 90 27. 8-1 .78 23.72 1 a. 00 ELEV 399.21 391; . 20 399.19 799.17 399.16 399.15 399.14 395.12 399.11 399.10 19 w 20- D! SC -HE- -S::-: W. �:5 23. 58 23.51 --23.44 2. 37 -23. 2Q - -27 2. 15 99 19.20 E'-=,' 799.OE 71F�?. Cl� 39c/. o5 - 79�-. 04 399'. C Z' 7.91�.,:): 79E. 91? 9E 796.96 - 796.94 2:-...4(-.. DISCH& 2�� C? z::. 94 2. 7� 22.6E 22. 60 22. 5 -- 2::, 4 A 22. 22.2-7 22.20 --ELEV 31-76. 9--- 396.91 -396.84-- 7196. 86 66- 7,96. 64- - 7,96. '9F- E;. 2' .60 DISCHE 1212. 12 Z27 . 04 21.9c Be 8 1 21.77 21. 66 21 . 5z-, 21.50 21.43 21.60 ELEV 396.76 79E.74 796.7- 398.71 79E. 69 79E). 66 39E. 66, 79SI. 6� 79S. 6:3 396.61 r. i sciis - 2-t.36 2' 1 c� ."2; C p 21.61 21',, Q& 2(4,84- -2-0-7v-- 79S. nc' 79B. !:f, 7 CPE 1 51" 7 9'-: . 5 2 7 q�. 5. 9s. IQ E :796.47 4Q D I SCHE 2--'. 4f' ELFV- E, 28. 8(.-) ELEV 30. (00 DISCHG 7, 2;" DISCHC EL_ 32 4 1) --DISE+iE- 72. 40 ELEV 60 DISCHG _3. 61) .. ELEA` SJ� 11) 1 S I ri RUNOFF VOLUME ABOVE �c 7 1 L'. = z5. 64 -1 E. 6= IE. 4. -Tc?L' 1 c: E 396.1. i"17 796. 0- 79,?. 9E 7. 05 6. 8"! 1. E. 5C 16.2t7 15.89 5E 7c,- ,70 7=71 -597.5-- -:197; 51 397.-45- 397.7,6 3. 7E: 67 4 2. 4 75 .9. 7,96. Eff 396.79 :39� it_. 7c I 0.-5v - - +0. 24 --9.-98 :7 796. 4:: 7b 796.31 796.25 796.20 7,96.15 8.55 L. -7--! 8.12 7.91 7.70 7.9t.-9-:' 79ti.-95- 395.--8 1 - 395.76 7,95-72- 395.-68 L. 5E L . -1.1 (.' 6.227 e- . c) 7 5. 9i S. 71- 795. 4L 44 795.41 39S. 77 395.34 ZLM. 7-1 5 4.77 -i 6Z---- -4.52 4. 4.'A 3Tt;. lE .1 395.07 395.05 719j. 0-17 I.sc? 1.46 1.16 .95 .77 .62 3Q Ai 39-1. 34 2-7.- ---394. 22 94-.1-6 5 .09 7 J.- BASEFLOW = .,..f5 WATERSHED INCHES, 466.20 CFS-HRS, Elr'FRATION RESVOF STRUCTURE YF FT�Ptl `Hr.iZEN . If9p) Joe I PASS ^ 2 PAGE 6 97 1 C:. 86 19.71 1 ci. 56 '•" 79E. 2E 798.25 39F - 7�" 7,97.87 397.82 397.76 1 C. 26- I IA. 95. 14.63 14.31 7 "7 _v . :11 397.-25 - ----39-1- 18 397 11 12.1- ll.BB 11.59 11.31 796.6;t 396.60 396.54 396.48 .546-- 01 a - :78 :n96.09 396.04 395.99 395.94 7.31 7.12 6.93 6.75 395. 67 719a. 59 -Xjpd 5.60 5.46 5.31 5.17 395. '21E 795.24 395.21 395.18 ---4. I;L 40 - - :75 394. 96 394.79 7.94.64 394.52 .51 .41 .33 .27 -31?4. 12- 31;kA-4. () 39400 394 - 06 05 .04 .03 791 794.01 7394.()1 394.01 38.5Z ACRE-FEET; BASEFLOW .00 CFS F'EA'.-Dl-SC-HARGE4GFS) '*QW WEET) 16. Ot.' 32.58 392.47 T. I ME-(HRLD-? F!RC-:F HYD .0 BURS ---T TME -1 NCREME4T- = 12 HCWJRC- - - DR I NAGE AR&A - _'L-2 CQ-M1- 2. 40 E.isE:Hc- 00 o('ll .0"' .01 .02 .06 .09 .12 .16 2.40 ELEV 790.17 7190.17 390.17 790.17 390.17 390.17 390.16 390.18 390.18 390.18 -D-1-5CHE- .2 _55- - :2 77 3.60 ELEV 390.19 390.19 390.20 390.20 390.21 390.21 390.22 390.23 390.23 390. i4." 4.80 DISCHG .810. .92 1.01 1.10 1.19 1.30 1.42 1.56 1.72 1. 9 1' 4-SO- ----ELEV 390.-25- 319(t.-215-----59f�-.26 39t+. 27- 3 34-- 390-33 390 34 6. 00 D I S C H:_'n 2.11 2.57 -.84 .1. 4 6 E3 4.23 4.69 5.19 6.00 ELEV 390. 7.& 39(-j. 7e 39t1.41 390.47 390.46 -39 4 9 390.52 390.56 390.60 390.64 .__--7-;-20---DISeHG- -5 .-? 1 __ 6.2-4---- -40-2244_97 14 - Q7 14 IZ 7.20 ELEV 396. 65' 790.74 390.79 390.84 39(). 9(.') 3943.99 :7191. 11 391.26 391.45 391.65 S. 40 DISCHG 18.00 19.49 20.21 20.54 20.64 21.12 21.40 21.67 21.94 22.21 - -e.-4 (I -ELEk4 :9'_-, P5 - -3 9 2. i's i - :;92-.4:)2 -- 392.4'7 392.04 --:-;92. 05-- -3q2- 06 __92 - 07 392--O8 li. 6c, El I S CHEa Z L. 4 E Z__. -7t: 27. 6 1 2-:.. 9-1 24.21 24.52 24.84 2-5.15 .6:. =1 =�' 7 L7 Z.. c 1 392. 1 14 792. it 792.16 392.17 392.18 '92. 19 1 v. sip DISCH& 25. Ac 25. 7E - 26. y 9 26. 4*' ;v 2.6. 7-1 2.7 2 2-7, :;-- - Z_?. 62 _-7 9 1 2P 'Y', '* C E31: ELEV 39-7. 2�:. ::C?::. 21- 3 9 2. 39 .24 392.25 39'7.--6 392.27 792.29 392.30 392.31 D 1 SCH.Ci 2E.4S 2a: . 75 29. 29. 26 29. 5 0 25. 17 29.96 30.17 30.36 :30.55 12. 6` .4 7 9'2, 35 '392. 36 7,92.717 7.9--,. -7 392.36 __z82._ZL9_ _Z_9____A0 Z- 1 E::Li,': 'i.. TT 7 4= 2 .1 - 7 1. 77 3l.e4 -71.94 - t. it r 1111110 b Vr r 1111111, ri -ad 4w .. m X ) C{ 1, r --1 -{Ah mx!r� n -J z M wJ nz71 --1 17.1 Co to •.{ [-. t) 3 T It1 1,1 1! 1) u I' O CJ 7 I1 [n 7! Ci (J H •r, r) Z !n rr C) 'D 71 -I Cl in n n _I MJO •� 1 nM Heal rn n 7J noa n ?] ! m �� rt tJ T I tn_ T ;n I� in .+ z -•4 AI tP in z 0 II (4, in a m Q) W r{4 WW W C•4 0 i:l (4 W W tJ I.) W tJ I) IJ tJ tJ !J rJ IJ ro I.) 1.) to �' r� �' �• � ,_ r- -P iJ id 10 t•J '-' - C. O N N 'J -J D, Er, Lq I .1,11 1.1 .- .� •_ .Q .n OJ C+ R [7 m(DO-PJaA1,J1J0•D 1Dm0 Q- AAtoI.) 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JJ1 -AD .4 OtJ.17 N•'Jto•DN-nII-f)!,1-D.:J.')iJ.n!1•DiJ-u;:l•0 ;✓ (d Ln J . .Q ►, p.) . Q fJ .. fa r� h' 'J 1J in t•1 .n f.1 •, IJ �• P` t I (� !,1 I t 1 t.t ; 1 f t tJ V Ln P P LD P O P t J ;- 0 IJ '0 -4 tJ r.9 ( J Ln i.1 _a is 1}4 C J 41 i• �• d� r n •t. L,f! C'O-DL0C9. Lntl,- f- 11'-0P--Pi�Jrn-n1.)i:4Cn(n-1.10)W1::10_: .Jn ,I JCq 1 I W C,I (:J i.l I W 1 is rd i,J (:J ' r,J Gl (d ! W i J A W (11 i:1 -0 J] •D JJ I -0 .' V w ^0 W -O 1J -D N •D IJ 43 IJ •') -D L! SJ k l -D G'J -D W J) 1: J •.n O Cd v' In O .0 �` F.) r Ln IJ r 10 -r_, t) • l t.) (0 n) •0 1., I.J .• h) r t J N 13 t ) t•:) 11 t ) rJ .a [F �n m rJ a GJ ►i1 ►. 0 -(1 G- (4' ,J FJ � i:J A CJ �.J i,I N a tJ � -0 a y Ln � 1:J fYJ P -D i.J +;J w (d •J >�l •�.'1 �' -0 Cn •.J Ql [T,+ .D tJ i.J Cn rr. •t) al IJ .A E9 .n '-1 .k' •J m C .n + I W .4 JJ (,J (W r d ;J i GJ 0 J W Ed Cd GJ d J ! J ! -0 0 p 0 •0 r -D w �0 tJ 'D rJ -Q 11.3 -D IJ 43 rJ •n 114 -D N -t) C•J 0 dJ J t.d -C! + 1 •'J O O1'•J Ln0 1 0--LnW"10J t t)iJ1:)(T !`?-PIU-:•fJ�•t)�•t)N]t.)rtt 1;(' ta a. ............... . J(91.1aQ7 WUJ O.•-IU•JLni'4Oa1-' i.ItJ4JWi:1C•1tJCJ" br.h,0- +°in;'r (4 C- 0' 0)" iiJ'` GJ Un -D -J h) A t.J Q ! n) p r0 0 tJ (A rr,'.I'-1 •: 'J rD C' rr ' Cd I id �11 I.J W fj11 r.J (.J !4 f•J Cd CJ J J i-4 +:J J 0 -Q p D 110 «� 0-0tJ•LtJ•0tJ•DrJJJrJ-T)(40-n(44)f:J-0i:J-Di.J•r)r:J•r) P t. m tJ O N IJ .l f) in t,1 -n 1) D 1•lD.) tJ !) t' 11 t ! . . . . . . . . . . . . . . . . . tJ Cd d (T N CO tD J) -0 h) Ln tJ 1.. td to w 1- i:J `• .P O IP. t' 0 A Lq Al f J . " A-DC. ODo19C-r:J.01AJ oL!1 c I(tq. �J=•nM rt...`rh�n 11.ry1..Jmrr ! i I � I i:l (4 GJ id Cd W i J W w i.d d E:J I Cd (:J 1.•J +.1 •. I I -0 10 JD -Q 1 -0 40 .- ,D -O N •n ri -O N •D N ) N �6 d 0 W ') rd -0 (-J -0 0 •n f:J C. PJ Of C'0 0 W - Ja t) O M1) { 1 t ) P t) M) -0 W 0 t:) I'> t) r• 1 t r.) 1:1 t ) t t^J (yJ w O 0 .. V J) P tJ LA �a CJ 1- J IJ .D Cd (:1 1- +4 ! A Q A -J C Qa -P [A )u ..I r• PP-J]{� C•WPP J .• b inbl-0 ,-,• .t+l> '-J ^• `Q.l•.OR , . !( to+. I i I I � I ,A ! (rJ I (-1 I 1.4 -1 W I i,J A id I +:d S•J f.l W C•J 1.4 1 J Q • i Jl I D t:) •D IJ JJ 1J -0 iJ -0 0 -n +:4 -D 0 40 C:J a i.J ' O.- a'Avf} G0) �`jaNOt•JLd1:)Pt3M1')-DN n1 01).-I11•..It tlt'11t- 1 PJbIWJ0-•D,Jas-0-h►•-0A 00-tAwb-wGJ (•44 bJD4.•J4�i_J.r•Ln j• , A Cn -J i,J P 1- ';,•, ,. C:J M Ln t.) C' I t•J C• 1 Q 1- f.r (^ d D � I I i I W w I (.4 W dJ C•J I W CI•J i t W d (J j C•J C•J -D -0 0 I -0 p .' •0 d- D /' -0 tJ -D N •D tJ IJ -0 tJ -D i^J •) f:J 0 14 -D (4•') tJ •0 0 on ' .p, ' O (D F. �" J1 .) (:J fJ 1D- N -4) (D tJ N � ') r t) I.) t.J I ) I ! t? t .' ! I}Jw(JI CO -4 ON D--4 D -• OtJ(,1W-D J 'to V DPA1JALn1 ,0 - N (4 Lq N) (4 o o, (.4 S Ch -b N O P I IJ -4 "• O V J� -t� 0• Ln -4 I_n -.1 +1 .? W W 4 W W 4 -A L W t4 C4 ! 1.4 (A r w 6 J A CA i 4 10 -0 -0 -0 �+ -Q .0 r .0 W -Q iJ -0 r-,)io i0 N -0 -Q (4 +Q (J -D d Q W -D it -0 ' O O.r AO C'm O"4 CD'ti1JIJfr IJ:11)CDp la0tj F) JIJtJM1)tJIJ �- t•JN .4 0, V -00 (4 A44m10 V FJ0 W a) 46C,J AO•QLnAw4.Ln J+AA Ji.l-J-n 4 -0 4 -0N 0 ACd 0IJ ).0•C'40-A0 ►.W -QP 4W01 OJWPP I � I ' J W d id CA J id W w W W .J w W (d W 'd (:! i J j J) -0 -0 I -Q -0 .� -Q 0- <0 r J 0 �J Q N N 0 -Q w Q 1 Jl W 0: J 0 Q O.-C.-th0 IIOJ�' 0- - 4 )WI-]Lq W IJ J(DtJj(!N0 :1 )rPJ )hJrJ�+IIL) --, 1 O ;1) -4 CD n Ld LntJ CD (D . Cd �1 A (4 IJ IJ V pm(4 0- nVm-O J d V w dWP .P LA Jo- -9 0140-O0'Ln - -It, 0 Lq -T , f:10 a i t.. 0 T :-:--DPI, (HA.ZEIC. INP) 3 OR i PASS 3 PAGE 8 E--'T R U 7 Lj FF PEA!:71,Ni---(HRE) PEAK DISCHARGE(CFS', PEAK =LEVAT !ON 4 Xj. 76 T 1 fl--- HF Z' cm:. H.OURC- T I PiE. INICREVIEVIT 1C HOURS DRAINAGE AREA = .47 SO. M I. 51 SCH& 06 00 .01 :!0 ELEV 394.00 394. 394.00 394. OC 394,00 394.00 394.00 394.00 394.00 394.01 2.46 DISCHG o& 1�- .16 .23 3ci .37 .45 .53 .61 .69 2.4(- --- E 39 4., . -0 1 394, 02-394; 04 ---394:05 - -394-07- 394,09 .394. 394-4-2-- -ZPA. 1-4--31J4-4,6 .6!: D I SCHE .77 .2r .9A 1.02 i.ii 1. 2(:> J. - 1.41 1.51 1 . 62 7. 6C ELE%, 794.1P 7. 9 -1 394. 2) 2 7,94.24 394.26 7394. 26 79A.30 394.37. 94. 715 394.38 4. S(y -DISCH6 -2, 25 -- 42-74 -,;! 4. E0 ELEY 394.41 394. 4- 394.46 394.49 394.52 394.56 394.59 394.63 394.67 394.71 6. 0c. DISCHG -. 1. , 7 - .�.A9 3.76 4.07 4. --T 1 4.36 4.43 4.52 4.62 4.74 =94. 76 794.-91 ------Z?4.-95 395;--04-1 3,95.01 395.-03 395-0&- ---395-07-----z95 QQ 7. 2( L. i SCH-7 4.8E E. 5.4 e 6. 6.97 7.60 8.24 8.80 7. 2�: E L 79E. 7, -- .... :7 �9C.2C. 795. 2-1 795. Z2 79r. -,� -- -19--. 56- 395.79.) 395.83 395.95 6.41, -5 1 ScHfz ----9-.32 -- 4) .-4 9 -1-1.79-- - 12. 52 - --1 Z;-29 1 4 4i A QQ 1 74 5�9 E.40 ELEV 396.06 396.19 396.31 396.44 396..58 396.73 796.90 397.06 397.24 397.41 9.60 DISCHG 16.60 17.47 18.33 19.19 20.04 20.86 21.65 22.41 23.15 23.85 --9.-60-- -----EL-E4�1- 397-.-66- 397. 78-- - -----397-;-96 39844 - 3,98.-72- -.398.-49-- -396,-66 398-82 398 930 -Too 33 e() D I SCHG 24.51 2--.i4 25.1722- 26.27 21 - 79 27. 26 -7.71- 28. 12 28.49 28.84 10. SO ELE:% 399.26 7391�, 4C) 399.E-- 399.64 399.74 399.84 399.94 400.02 400.10 400.18 12 ----29 176 -- 29-73 2 57 -9 ro :10 75 30 Q 31.03 121.00 ELEV 40C). 25 4ob. 31 400.36 400.42 400.46 400.51 400.55 400.58 400.61 400.64 13.20 DISCHG 31.15 31.26 31.35 31.43 31.50 31.56 31.60 31.64 31.67 31.69 ELE 71 A09.72 -A-C-7-6-400 :77 40077 400 78 14.40 DISCHG :3 1. 7 C.) 71.71 1 . 7 1 31.70 31.69 31.67 31.65 31.62 31.59 31.55 14.40 ELEV 40C). 78 40(.-v. 7E, 400. 76 400.78 406. 7E 400.77 400.77 400.76 400.76 400.75 -1 5-.-ce-- - - E-I SCHE 31 -. 52 1-.47- ;-z 1 2 Z, --,l 34 rl - CIP 71 ol 15.60 ELEV 400.74 400.73 400.72 400.71 400.70 400.69 400.68 400.66 400.65 400.64 16. 84) DISCHG 30.95 30.88 30.81 30.74 30.66 30.58 30.50 30.42 30.34 30.26 1-6. Bfj ----ELr--4,1- -460. 59 ----44J(4-.56 44)(4,56- -4044-55 -4CM. 5;;- - 400 54 400 Ar%A AQ 1E.00 DISCHE 34). le 3(::. if) --rcl. 0 1 129, 92 29.83 29.74 219.65 29.56 29.46 29.37 1E.00 E L E Y 4(-.)(-.).46 406. 44 44)0.42 400.41 400.79 40C). 37 400.35 400.33 400.31 400.29 -19 . 20 - 5 I-SeH6 - -;"9 .- --- 7 - - -- 257. 17 - --- -29.4:-:;z - - --- - 26. C; s-- -- --26-6"t --- -26. 76- - 2E"6 -- 28 -28 44 28 U 19.20 ELEV 400.27 400.25 400.23 400.20 4097. le 400.16 400.14 400.12 400.09 400.07 20.40 DISCHG 2E.23 26.12 26.01 27.9C) 27.79 27.68 27.56 27.45 27.34 27.23 2(,;-4f:, - - - ELEV -400. 05 -400. 0? 44:)C). 00 --- -399-96 399.95 -:7.99. 9. 7,99 . 91 .-399.ZE3--- 399 R6-39-9-24 21 i. 6C. D i S C H -77. 17 2.t;. 91 2c,, 6 1 26. 71- 216. 6,'- 26.50 26.39 26.29 26.19 2' ELF 79z"-. E- 79=.-= 9 zi . 7, 7 7'�-c ' :.75 Z99. 7 79c�. 71 79cil. -a 39'?. 66 399.64 395 . 62 2 2. E D 1 Fit--- 09 2C.;J- 25. 96 --25. a i 2-5. 5Z- - w __.EC E F V 99. 60 399.5E 795. 5& 39F,54 799.52 ::95. 50 391�. 48 399.46 399.44 399.42 Z,A. D i EC r 25.16 24.9A 24. 79 24.67 2-(i . 47 24. 7". 24.14 23.96 23.77 7 -5 7199.3-- 799. 2� -.9c;. .79c; 2 " 395-19 399- 15 394I- 5 -z' 2 CT 21.7t 21.47. 21.09 _ Oc -. i 8- cr•a tir =h. �GF:1::. Fti�� LE : E � GDi'.2 "_ a?? _ . - _ . - -v-. I i?c\=., ri,F 30$ 1 - BASS _ J RAGE 9 _.. ! --..7 ?. . c. .:..E. 1,17 17.75 17.37 C7.47.' -CLL\' J•TG.'f, `7G.`F. .:.9G. ._ _7G. y4 �7Ci. 1� C.. IJ:+ ti�'L.. �):: Z? T-.9 _7.9_$4 -_. 97 7 -_�3_. _.---.�_-. + -...-_..__ _..60 DISCHGG 16.94 1 1_i.23 15.St 15.di .17: ln.T- 1-1.41 14.07 1:.72 __..60 ELEV 357.68 -9-.6ti 357.52 34?.44 97.36 ?9?.2S 397.21 397.1 797.06 396.99 --.8 DISEH6 -- -13.34 - -1':Ob- --1•�:...7�+-_--4Z- 4r-------12.11 iiS: 1-.56 . _ . --1 1 _-21- _�.EC. ELEV ':9t.9C '96.E`. 39c.78 39t.?: 396.b5 '9c.5E 796.52 796.46 396.40 396.34 0<' DISCHG 10. 3E 1G. 1 : S'. e5 9, 59 9.35 Y. I(:, E. E? E.64 8. 41 8.19 +i ELEV-- 396. 28 396.: - 396. 17- ----396. 12 -- 396.06 396. c?i 395.96- - -39 5. 91 - 95- 87-.---- _a95..E2_ -.. - 31.20 DISCHG 7.96 7.77 7.56 7.36 7.17 6.9E 6.80 6.62 6.44 6.27 .' 7,1.20 ELEV 395.78 395.73 395.69 395.65 395.61 395.57 395.53 395.49 395.45 395,42 --6.44 -- - 5.95 __5.20-------5 -06-----ems .-.-- 4 79 �' _ .•' '-, `' __.40 ELEV 39.3E 7.95.-5 395.31 395.28 395.25 395.r_ 395.19 395.16 395.1= 395.10 DISCHG 4.67 4.54 4.4^ 4.30 3.51 2.84 2.29 1.86 1.5ii 1.22' 3-3: 61)- -----ELEV-... -395,r06 . _ _:195,05 791E-4-= -------394. 394 28 , 74. 80 DISCHG .98 .80 .64 .52 .42 .34 .28 .22 .18 . 15 SO ELEV 344.2' 394. 16 794.15 394. 12' 394.10 394. O8 394. 06 394.05 394.04 394.03, FUN9FF VOLUME AFOYE Dn9E=!_QW _ 91: WATERSHED INCHES'. 503.9' C9S-HRE, 48.26 ACRE-FEET: BASEFLOW = .00 CFS � OPERATION RESVOR STRUCTURE 2 --------BEAM TIME (+If;S)--------FE4 1E;.61: 4:.0' ---P-EA)::--E-L_E-VAT4014-(FEES)- '92.79 TIMiEERRS)-----F-I -- OGRAF'H-FO1PF� - -:+N:�-HUIdRS-- T1-�IE--It4CREME-AFT=_ 12-kiOURS-----DRA7h1AGE � RF7 '' czm MT 2. 40 DISCHG Oi, .01 .02 .04 .07 . i l .15 .20 .26 r .32 2.40 ELEV 390. 17 390.17 390.17 390.17 390.18 390. 18 390. 1 B 390.19 390. 19 - 390.20 - BISC� 46 -r39- --- :-46 - a3 r6i--r68---- ��b- .� -6U ELEV T90.21 390,?1 390.?"' 390.23 390.23 :14ii,24 390.25 390.26 390.26 390.27 4.80 DISCHG 1.21 1.32 1.45 1.60 1.77 1.97 2.19 2.43 2.69 2.97 -'1. -4.-80 9Q.2 754;1- 79 290 42 79It AA 6. 00 DISCHG 3.61 3.97 4.36 4. 80 5.27 5.76 6.25 6.00 ELEV 390.47 .7_•90.50 390.53 390.57 390.61 390.65 390.70 390.74 340 79 ''390'.��F 7:29--DISCHG-- 0-9-.-68 -10 52----44 79-----.1'--_44-- 15.b8 7.20 ELEV 39i-,. Be 390. 94 390. 95' 391.06 391. 13 7391 . 24 391. 40 391.60 391.85 392.01 E.4i-, DISCHG 21.25 .09 _2.84 23.52 24.15 '4.77- 25.29 25.B2 26.34" 26.84 6. 4i_.-ELEV-- --- -39 '. 05 .392 r0B --392.4-1---3 92-•-14;_. _.-e'A2,-1-6 9.60 DISCHG 27.33 27.81 28.28 28.76 29.24 29.73 30.21 36.68 31_15 .rS 31.62 Y 9.60 ELEV 392.27 392.29 342.31 392.33 392.35 392.36 392.38 392.40 392.42'..'92.44 1 10: 90 -- DISCHG- - - 32. 09- -- -32, 5,4- - - 32, 99- ---- 3 3. 44- - - z•s.$7 ----'4. +0 - --T4--7-L-- . - 5_42- 35 51 3 90 ELE\% 9^.4� ?9�.4? 792.49 792.5i� 392.5- '9�..54 .�92.55 39<:.57 392.5E 392.60 :_.0c_, ^ LISCH� 6._. . �0.62 �6.96 ?.29 Z7.&I-- 7-.9i, 3E.1S 38.44 38.68 3B.91 - _• - cLcl y92.fr1 - 39r.o2 - - _+�,2.a4 -39:.u5 - ...- - i.-bb 'y c.�i _ ti�-z-.LE-- �2.9 - - , 7+ ~40.52 1".20 DisaiG 79. !v _39. _ 7.9.5_. 779.70 39.87 40. 07 40.17 40.30 40.41 3.2ii ELEV r 392.?' ?9^.7^ _ r 2 _ ?92.?= 392.74 392.7` r 392... r _'92.76 _ r 79^.76 392.77 •J 792.77 ? 4 - 4% - DISCHG 46. 61 -46._70 - 4c>. 77, 40, 84 40. 90 40, 94 - 40. 96 - 41. rACL--- -- 41 _ U2 t,.0+ nT-- --- 1•..4i1 EL=t" 79=.77 'c2.'S' =92.?E r.7F 'S2.7_ _.?^ 7'2,79 392.79 392.79 792.79 Ulca i1 ll. 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Ir, r) hi r i i ri r • r, r) ry; h') I M rp r-, r) <c i IT, (D '* L!1 ID > (D I:i - la i (1) ;r tJ i Ltl i LU I l9 (D i ;I Cri , 1;; 1:l11 J- Ul -l: ui L W S tll S Ill T. 11l 2 ill T III z w r LL/ S W W= i t S W T W 'ltI IUJU A.)-JU lU 'lU ju-1u jU JUJU IUJU -1lil l ('i td W ill UI UI GI III (A Ul Ul W ill ill Ul W (Jn Ul fl) ill En W O] W (Q W in W W I U) 11I (J) W 2 ,`t 1.1 I-1 r1 1 M I ►, f-f h♦ M M M LI M HI M l:A In I Ca I A A A Gt ! 1 � I i I,Y - L, ,-, ,—. - _ •.ti. L? •;� ,� r.J `� 00 '� tit U_ (A til Ct it C' d- 43 A.) AD M _ C1 C! �" <r 0.0 a)iX7 •� _ �l Cd � �t 0 a ip QJ Cl Gt ,.,. tr .j -+ -+ t I I 1 v +:. G) 4') -4) tl I`� n m a) :.) (:} •� -. Cl CI t') r'? ti: Q .. III ,A CI CA (I rI rl iv rl Ca CI t•i Cd N CA (11 t•) r) v r) a) h) r) r? h) M w JOB I SUMMARY --TOF" ZHAZEN-�. IMP) PAGE 11 COHTRO ORDEF PERFORMED DTSaiA,GE: T".11L AiNI-1 K,,TE ICFZ�, VALUEZ lNLIZ,iTES 9, FLA.- TOP HYDROGRAPH MAR-1:(^' INDICATES F-'.YEPROGRAF'F. WITH PEAK AE '-AE7 F'DINT E C T 1 O"t, - - ST ANDART- -- -- -- RA !N. - -iANTEC--MA I t-- - - PRECIPITATION- _ -----------REAK-DISCHARGE -rRJ:TURE CONTRO- DRAINAGE TAE,�= MOIST T I ME -------------------------- RUNDF- -------------------------------------- F, OPERATT-Ol,' ARc:'k 4- COND INCRE^t BE f-- I ill AMOUNT DURATION AMCUN7 ELEVATION TIME RATE RATE i50 MI) 4HRI .(FT) - -(HF)- (C-SK) ALTERNATE (4- -- STORM --------------------------- �,�-E--T!014 1 RUNOFF .7 1 7. -1 0 3. 60 24. 00 1. 0i --- 1 78 15.95 51.B .,SECTIOW--- -4-R6q4OFF- 1- 2 -1-25- - - -7^ .78 Ri A, ..E E C 7 ! 9 N 1 ADDHYD 4- 2 .12 00 24.00 1. Op 400,24 10.45 23.93 .'57. 0 !`.a I RUNOFF .05 - 12 0 --.00 24. 00 2.07 --- 7.99 15.46 33 1. 1.- :.,F.ECTION 1 ADDHYD .47 -2--- .12 3. 60 24. (0 - -3-18 400.28-- ?:z 63 C;g ? - ,2 I R E5 /J 4C1 T RUCTURE i- RESVQF. 47. 1 39S-0-7-- -- --,a 5.'SECTION 2 REACH .47 y 2 .12 3. 00 24.00 1.1e 4-40 4 e NSECT10N I RUNOFF .06 3 2 .12 .0 3.00 24. 00 1.13 9.89 4.13 66.4 YSECTION 0 - I 119-----___a. - 10 - 1-7 i l A Q NSECTION 1 AL-DH:'!: It = 2 .12 cl 00 24.00 1.1& 400.12 8.40 12.06 78.6 XSECTYON I ADDHYD 400.25 14.76 24.99 1 1 40. .12 .0 3.00 24.00 1.17 .62 :3 2 ETRUCTURE 2- RESVOR .62 3 2 .12 .0 3.00 24.00 1.17 392.18 16.68* 24.69* 39. X SEC-T I (W 1 L4N(3FF--- ------- 2 24. XSECTION 1 RUNOFF I 1 .12. .0 Z. 5c, 24.00 1.64 9.66 12.83 112.8 xSECTION I ADDHYD .42 71 2 121 .0 3. 5() 24.00 1.44 400.34 10.29 34.14 el. -- XSECTION 1 RUNOFF .05 3 2 .12 .0 3.50 24.00 2.54 --- 7-99' �19.13- X SED" EIN--4--ADDHYD .4 ----3 2 .1-2 .0 3 �50 2 A - 1.55 400 39 10 41 0 ZO -u7-* 13TRUCTURE I RESVOR .47 7 - Q Z. 50 24. 00 1.55 399.37 -9 15.07 25.02 53. 67-5 XSECTION 2 REACH .47 2 .12 0 3.50 24.00 1. 5t, -7s E: ',;3 19. 2!�: 62 53. 6 XSECT-3-(3N. I -RUNOFF 3-- 1p El 5.96 WE 0 - XEECT-IQ?4 I UNGzF -7, 50- -24-00 -1- 1 :%'SECTION I ADDHY� iE. 0 :3.5(' , 24.00 1.54 400.17 8.37 17.31 112.9 % -EECTION .,.2 3. 5( 2,�. C)f:) 1.55 ACK). -13 14.61 33.o6 5.3.3 T R UCTUR E-- -2 - -RE 6 V 0 F, .0 -s-'o 51 --Z 47- xSECTION I RUNOFF .7.1 1) 4.00 24. 00 74 --- 10.54 !1()67 rt 24 . t-'K% 9.61 16.61 146.1 12 2. 1. S2 400. 4t7 i(j. is 45.31 1 o7. 9 -.-5 4. (--+C 24. OG 7. 6i ___-_-/--9-9 S E -r'T I OK i ADDH.11.1D 47 7 .12 0 15. (d. 2r.00 i 94 40C.51 10. 07 51.00 109-7 ::TRt 'C'URE I RESYC= C. -7 12 0: 2' 406. 7S 14.59 31.71 68. MC- 7 79Z . q IF 14.79 31.71 68. 0 PDCr DEVE-OFEE CONDITION cl-_.,: fHAIZEN71. INFIll JOE I SUMMARY PASE 12 n-T Al�!DAF,!.% AN!- EXE-Ci2T 1 klF :_-UNTROL Il',!=TFU- I Di`�, I EtRM DRD . F'_RF0 E I:. -'AF t AF HE FEAt. 7"T ECHCI;kG.-,:: Tlf'IE HNT ? RATE --(GFSt --VA"UES lN.-llC'T_S -A-FU+T449f�YDRGGRAF44-- A QUESTION MARK.:?) INDICATEE t7-, HYDROGRAPH WITH FEAK AS LAST PCIN.'. �-__CTIGH -ETAtdfDARI) ------- Rn 1 N --ANTEC- PEAK DISCIIARGE _,::_;ZTjpE CONTRO:_ DRAINAGE TABLE MCIST TIME -------------------------- RL' N 0 FF -------------------------------------- 7. 71 OPERA!'IOt,,- AREA *I COND INCREM BEGIN AMOUNT DURATION AMOUNT. ELEVATION TIME RATE RATE (!'R-)- -ili4- CFT) (MR1 ALTERNATE ---------------------------- RUNOFF 05 .7SECTION 2 .12 Q 4.00 24. 00 9E --- 8.30 19.E4 213.6 7 X5ECTiON— I Q --4-4X�24.0G 400'113 TION I ADDHYU 6.2 2 12 0 4. C)0 24. 00 1 y,i 400. 42- 1:5.75 4 i 71'<' ? =TRUCTURE RESVOR .62 7 2 .12 .0 4.00 2-1 . 00 1.94 392.79 IP,.L64 1.106. IV I , 4 - acC.o. . 1i-1_,`'• ,T.tk .H_cr'-, 1INFHA Et: PD!,E, ^.�c- - SUMMARY TAPL= - E--=OT=.. "tCr_I=.Z__ CThh! "LF: ZXU7 1 '�:7 ZCNT�::O! INSTRUCTIONS (k STAr.(*: r'Ar TEF v04_UME: ABOVE BASE "IN) ItZ:Z:,=TEZ 'HYDROGRr'dr-H TRUNCFFTE'L' f:T F: VALUEE CEED.ING�IF:SE_ t_.111L..OE�EA}:---- - A QUESTION MF;R!• (", AFTER COEFF. (Cl I!dDICF.TES PARAMETER: OUTSIDE ACCEPTABLE LIMITS, SEE PREVIOUS WARNINGS) --- - -- HYDROGRAGH INFORMAT--ION -- -- - ROUTING PARAMETERS-____ PpAy ------------------------------------------- --------------------------------------------------------------- OUTFLOW4 VOLUME MAIN ITER- C: ANE k PEAt; S!Q ATT- TRAVEL TIME XSEC REACH INFLOW OUTFLOW INTERV.AREA BASE- ABOVE TIME ATION EQUATION LENGTH RATIO @PEAK, -KIN STOR4 KINE. ID -LENGT6 +-PEAK TIME- - PEAf: •- -TIME -PEAK- -TIME--_ FLOW �--- ----BASE -----IJVGR-- ---—#----GQEFF -- --ROWER-FACIOR—II! I 16 COEFF AC3E—r�aix' _A (FT) (CFS) (HR! (CFS) (HR) (CFS) (HR) (CFS) (IN) (HR) (X) (M) (k:*) (Q*) (SEC) (C) (HR) (HFj� F;_TERNATE----t'--- STORM t ----f i 23f?4:�--- -- 19 --15. B ---14 --1 b: C� - ..,--------- - - ---�— - -- - 1,-18---.1-2-- -1---79-1------ : '. 1-..36 �Q.—itCl01) � �1a � ._9_ 25 '_ O. 2 0 1.55 .2 1 .795 1. 36 .002 1.000 483 .62 . °12 . 13 ]4.c _- 14.9 --- --- i; 1.94 .12 i 799 i.36 002 1.000 455 .64 .12 .13 A I. a H':;ZEI- POET DEVELQFEI� JOB 1 SUMMARY __r"34 PAGE 14 Z ANE STRUCTUFcc T I OW D R,-i 114 A E �.LIZTURE AREA STORT: NUMBERS......... . T T, IS[# 11 1. � - - - -- (:, -- - ETRUCTURE 2 .6 . . 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D 52. B2 2 2 . 9 ENDTBL - 7- STRfjCY-- - --5-1- '' -----�-------�--------��-�� 6 �94. 0 0 . 0 0 . 8 395. 4.3 .202 '8 ---- - - --- -- ---��(��^'----'----��---- ----' ---lS.'9}7r- ----' ----- ~� � 9 ENDTBL 3 STRUCT 02 - B - ----- -- ------ - - -�390. 17----- 0.77' - --- -'--------------''- -- =" 392.0 20. .733 8 395.0 100. 9.953 Q_� '--_--_ � 6 RUNOFF 1 001 1 .3061 76. 3.11 ^� 6 RUNOFF 1 001 2 .1137 80. 2.22 - 6'HYD 7�Y ----- ----- 6 RESVOR 2 01 3 4 394. °~ -_6 6 REACH 3 002 4 5 1300. RUNOFF_- lN` 6 RUNOFF 1 001 7 .0929 79. .70 � 6 ADDHYD 4 001 6 7 1 �6 ADDHYD 4 001 1 6 REBVOR 2 02 2 3 390.17 1 1 1 1 EMI}ATA -�-��---_--__-- �� 7 COMPUT 7 001 02 0.0 3.0 1. 3 2 ENDCM� 1 . -- --7CF. �-- -----' -- N- ENDCMP 1 `7 -_ ��MPUT 7 001 02 0.0 _-__-----___-__-___'_-----_----____-_--___ 4. 1. 3 2 ENDCMP ^ -- .�- ENDJOB 2 ' OF pi j -� - -__-- _ �� p', ... 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Ln 'iCi c0 rJ I � 1 O (..1F•� i I I -J 411 I ev pi t r N I I ? N n n V I a• U n W , u I 1 D m E1111 r--^ rgr. �. r. 2. p ir 1 B ,9;= . ' , '9': _ . 79C . _ ?gi �. 17 ='gt„ t ? :19(3. °_ _' 79 1 , FtJNDPF " VM-UME A-DVE BASEFLOW .. 21 WATERSHED INCHES. 25. 79 CFS—HR5. 59.9E ACRE—FEET; FjASEFLOW = . (JCS CFS EXECUTIVE ,CONTROL OPERATION ENI)CMF COMPUTATIONS COMFLET= :: FOR, PASS _ RECORD ID , } EXECUTIVE CONTROL OPERATION EINDJOP RECORD ID o2s' 126 -j ! 3[ 3` a --- - --- -- - — .3cl lad .4, , .42' )�e 24P. 14 152 153, .5'e` S.. 56! 7 !se ,601 I'll 'S� J l.,4 ._r•.J: I'IrY ..Llti f:JI'.L, ii-1. 1 w,. 1 t I ` -11a%-.. 11LA 1: il'-1+,.. ••. �..,•u:.:. k.rr4►C-10-. �IVt-I U Wo 1 J VI I111'11L7 FAKE 11 C'IM.L�i•�'- f:�.__ ._ _. '-'.. ..^r .»_...__T: I� c-Ai�LI L;:,._ 4h!� (TTIJ` ^i1hIT�, (11 .`Ir T•.�. _. tC T TL:` P _ _ +`•.. _!' DRDEr: PERFORMED .-.� --�' F. 1: T 1^rt rr T T c In �-c rcc ty) UE- x to I r ES C 7 --- - _ .'AR ( i F ZR. THE" Al : Z;.SCHARG._ , _ ME AP... R(: r (:L _I,� (T-� A LA TOF-AYDftQ6R fl ----- rl"VEST I DN MARt : (^ ; INDICATE A, HYDROGRAPz: WITH' PEAS. PS. Lr:S 'SE T=OI:. STANL:�..... '-=._.. ANTE: fair I - Fn �I ?TATIOP - - - --= FLAF - j STRUCTURE 0"iTSC DRf A I NIA0Z TAELE MO I S- TIME ------------------ R UNOF I D OPERA T I D! ' AREF: t CON!' I NCREM BEGIN AMOUNT DURA7 I ON AMOUNT ELEVATION TIME RATE RATE - - ! SG !,!I) - (HR) (HR) (IN) (HR) (TN) _ ZFT) zoi P.LTERNATE - (_, CTDRM _ _._ _. _.. _-.-_-_ ._-_._ _.-.--_ __-. _ _.- _ _--.-___.- - '- .. -•-- 21' --- --RUNOF= - -----. - ) ' _ - .12 . 0 7. Or) 24. r)r; 1. 01 --- 10.78 15.85 51.E :z ; XSECTION I RiJNOFF XSECTION 1 ADDHYD .42 _ ? .12 .0 3.00 24.00 1.08 400.24 10.45 23.93 57.0 STRUCTURE 1 RESVOF' ._4 ' - 2 • 12 .0 Z. 00 24. 00 1.08 396.96 14.66 17.12 40.8 'Z'' i2P �`--t_. - -- Z.iiU - •T�F. i�r, ---_. c_) ---- _ �: i--�4�8 - z. XS_CTION _ RUNOFF - ,-` 1 - - --_-_ _ � . 12 -- . C'_. -- _ . UO 24. Off,__zj6 --. ._--- T�T�� ,J. --5.3 7U- 33 XSECTION 1 RUNOFF .09 3 2 .12 .0 3.00 2.4. 00 i.19 --- 8.33 10.67 114.9 39 ^T XSECTION ION u ADDHYD .20 2 12 .0 "' Gr) ;. ? t 4. Ur. 1.07 7 4G0. 1_ T 8.4� 12.19 61.0 3y1 .:StNTIO _i ADDr!1`i' `_-__-_� i- . 1r- . f_ ��. c)(1=) SOT- �D . �J ..i I3 STRUCTURE - RESVOF: 2 - ._- .O ti.00 24.Oc' 1.07 392.17 15.76 24.46 39.5 30 6- :,gal XSECTION 1 RUNOFF .12 .0 3.50 24.00 1.37 --- 10.63 22.91 74.8 �- 43 XSECTION 1 RUNOFF ii 2 .12 .O Z.50 24.00 1.64 --- 9.66 12.93 112.8 XSECTION 1 ADDHYnD - .42 _ - - .0 71.5 24.'C)`:� - 1.44---400.34 1 Q.- :� ��T. a )-STRUCTURE 1 RESVOF. .4- _ 2 . 12 .0 - 5-) 24. 00' 1 . 44 397.90 14.01 23.30 55.5 *� ,XSECTION 2 REACH' .42 _ 2 .12 .O 71.50 24.00 1.44 395.29 14.22 23.29 55.5 --XSECTION 1 RUNOFF .11 2 .12 .0 3.50 24.00 -XSECT I ON 1 RUNOFF . '7 _ - 12 XSECTION 1 ADDHYL 2) ID _ 2 .i? .G 3.50 24.00 :,XSECTION 1 ADDHYD .62 - 2 .12 .0 3.50 24. Or) STRUCTURE C RESVOk - ;6=- 1_!; -XSECTIJN i RUNOFF -XSECTION i RUNC,c= XSECTIJN 1ADDHYI_' cTRUCTUFtE 1_ RESVO;:: - SECTION 2 REACH r----- ----- - !!sI=C�IO!�i RUNO=F 1:SECTION RJNOF� YSECTIOP; ADDH?�_ } XSECTION- .4_ .42 1.30 I _.__Zj_E 1.42 1.43 T. 4ti r��i . r) 4. 00 24. OC- 2. 04 <) 4. 00 24. 00 1 . B el-4..-Or, - -� - - - i� 400.18 400.34 39"3__8 9.90 �T 8.41 13.59 '1�4 8..3�9 78.4 1 J. 10 16.4. J 17.86 89.3 33.62 54.3 I i5a _ ieol --- 5 _ . T . ; 16 t --- 9.61 16.61 146.1 :62 400.45 10.18 45.31 107.9 1631', J .0 4:OC' 24.00 1.62 395.45 13.82 30.04 71.5 '"E f67: , i . 0 A. . 0 = . r 0 1. 67 --- 9. 8'' 11. 4C 106.5 12 . 0 4.'_i0 214. 0': . 96 --- 8. 30 19. Be, 21.3. 6 .61_ - .12 .0 4.00 24.00 i.81 400.43 12.77 43.14 69.6 7, I f1::'-• ,,c-— v+.../ -. i G-U. =fl;I f)MLC+N: "UIVL. L f. 1 D + 11Vl' y,,,t.nti',L: i 1 Jtv ;J' h: --'I u►nfl ttlh)Lt l-'. 11Vtl J RZY 10/02/6z; J Ue 1 bU1`II`IHK Y PAGE 12 • �^.(r)N. N, CSC• L_ CONTRO_ INSTRUCTIONS �. _TAR A -rEF. VOLUME ABCVE. _ BFSE(IN : 1 iN!)i^.F:'EF ",EXECUTIVECONTROL TRUNCATEL_ArA_VA�US-ER'CEESING -BASE +` 10% OF-AF(- e A 12ESTION (^) MARKLIMITS, AF'TE=: CCEFF . (C) INDICATES F'ARA":LTrF.E OUTSIDE ACCEPTABLE LIMITS , SEE PREVIOUS WARNINGS ) _C.CLITING 9f A-mrTn--5— Pk --FEAR' ..- 1 ------------------------------------------ --------------------------------------------------------------- ) Ol!TF'_Ji - VOLUME MAIM :-_.. — C ANI: A PEAK' S/GI ATT— TRAVEL TIME 116 ----------- 7 7 X,SEC REACH INFLOW OUTFLOW INTERV.AREA BASE- ABOVE TIME ATION EQUATION LENGTH RATIO @PEAK K.IN STOR- KINE- ---------- ---------- ---------- ---------------+>r — _ I LENGTt -E EAt:*? I ME FEAF : TIME PEAL:.. I i i= = LOW SAGE - I t�!CF; -C "-- GE--TMfii :z+l 1 (FT) (CFS) .H--1 (CCS) (HR) (CFS) (HR) (CFS) (IN) (HR) (X) (M) Or'*) ((2*) (SEC) (C) (HR) (HR) :v 12.1 - - - - - - - — -- - — — - ----- :25 J ALTERNATE C) STORM 4 12f ` - - - - - - - - - - - - - - - - - - - - - - - - - - - 127, .) i 1300 14, ^ --- --- C) 1 . 44 . 1 1 . ?94 ! . 36 . 40? 1. OpU 491 , b 1 . 1^c . 14 .3- C ":S0) C) '_ . _ 30 S --- --- C) 1 . SC . 1 C i . ?98 1..�6 . 002 1.000 461 .64 . 12 .13 33� 13. i3• -- - --- -- - - - !3S W - �31, 4f} u 142' 143 a�, � •7i l 1 i • i 1611 162 1,3 -) - -- - - - - - - -- - - - - ---- - - — — !b4 •G' to �72 Do�'icn Profescicrials: Manegement Systems, Washi—aton --------------------------- TR2('..A ='_--acyc -i--out-rno --arf�tar afif --------------------------- -.66. :3' Revisior 1.7. 10/02/84 A AA N Oj A 0 13U1Lo1%?G :17 Ile, 4 Omit fn 120 211 �22- 13 24I 14 tZ5 76 28i 29! 13, !3z 1323 13F 3t" 40q 14 46 47 53i 117.1 5 7 ) reel t4j 65 Go 67 1772 -73' �!=` 7r- DATA POP TP-20 H«DROLOGv****************** ~ -�- LAS'.' H�,ZEi, pO��, POZ17 DEvZ-0PZ-r ZOwD7,71ION 10-10C, YR STOR�- (HA.ZEK--.'INP� -- - - - - ---'-'---- -- ------------ - _-___�� 40�. 0.C, ) 8 - /() f�.z --' -xA. -' ----4-0x0~-____--_- s 401"�.2 2�- 200. � 400, ~ 1� EWDTsL - - - --- - - ' � 2 XSE�TN 002 1.0 .o B 394. 0.0 0.0 '`S G -- ------- --394.5 -2.7-6- ac.,' B 395.0 11.3 7. 0 8 39�.o 52'82 9 ENDTBL- 3 BTRUCT 01 .25 Z~. 0 8 394. 0.0 0.0 {}----------'-- '- 395. -4.3---'--------.202-'-'--'- ---------'------- l� � 40t' 26. 8.907 p° � 9 ENDTBL - ---~- a �*v � -IF7 OF INPUT DATP.. MAIN UNEXPECTED RE7-'ORD FOUND(IGNORED) < < < 171 121 2- 24 126 2? 12- 1 3' 31. :32: 133. 3c, '01 &AI 145, 46 . ') 7- :65j 6. '721 XEC. OS!2-,'C7 HAZEN POND. POST DEYELOPEE ^ONIE:T'.OP` ::-17C YF. 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'--�I~SCH� - -.0� ' ,00--'''- '0� -- "8{' ^00 .{x�'-- -- �{x}-- '---.�w�'- v 1.20 ELEv 394.OS 394.00 394'00 394.00 394.00 394.00 394'00 394.00 394.00 394.01 ..' 2.40 DISCHG .06 .10 '16 .23 .30 .37 .45 .53 .61 .69 - 2.- 4f� -' ELEV --- '-��3�.;--f) 1 -� 394,V2-----39�,(��----��-�5--'-��4`,8�----�94"(�` ---�9�,,1�(�---'��4,,��--�-;PQ 4.4-4-'---ZP4` i^ 3.6C Z-ISCHE .77 .85 -94 1.31 1.41 1.51 1.62 3'60 ELEV 394.i2 394. 394.22 394.24 394.26 394.228 394.30 394.33 394.35 394.38 12- -'`4wB0- -DISE+iEi -- ---1"��-� -'- 1'86- ---i,,98--- 2 =' 4.80 ELEV 394.41 394'43 394.46 394.49 394.52 394.56 394.59 394.63 394.67 394.71 6.00 nISCHG 3'27 Z'49 3.76 4.07 4.31 4.36 4.43 4.52 4.62 4.74 = � -6.-e�V- -ELEV �794.7-6-- 394�81 -'-394.S7 .395.-4-0 - 7,95'+}1--- 7.2C nISCHG 4.9E 5'05 Z.46 5'8o 6. 6.93 7.60 8.24 6.80 ,� 7.2V B-Ev 39�.�2 395.�6 3950 395'24 395.3� 395.4- 395.56 395.70 395.B3 395'9� a` ^ -B. 4e ScHG '- -'9=327 - -10"4 1�-* - 14 �127- -1-1'79 -- -12.5, 7--- -4 B. 40 . ELEV . 396 0� 39� 18 . 39� 31 ' 396 44 ' . 39� 58 39� 73 ' 396.90 ��7.�6 ��7.�� 3�7.�% / 9.60 DISCHC- 16.60 17'47 18'33 19.19 20.04 20.86 21.65 22.41 23.15 23.85 10SO ELEV 7917�6 �9r 4v 3995.. 7191i64 �99,° 399.84 399.94 400v2 4001v 40010 ~ -_'-- ___. 400'25 400'11 --'_- 400.42 -' _ 400.51 400.55 400.58 400.61 400.64=^� 13.20 DlGCHG 31.1�- 31.26 31.35 31.43 31.50 31.56 31.60 31.64 31.67 31.69 4-1~ 14' 40 ----- --''' -1'71 -1'71 --'7' -1'69 --'67 31.65 31.62 31.59 31.55 14.40 ELEV 400 7E 400 78 40V 7E 400.76 400 78 400 77 400.77 400.76 400.76 400.75 ~ ' --'- ---__ -- -_ -1. 47 3120 -- - - 15.60 ELEV 400.74 400.73 400.72 400.71 400.70 400.69 400.68 400.66 400.65 400.64 '= . 16.80 DISCHG 30.95 30.89 30.81 Z0.74 30.66 30.58 30.50 30.42 �0.34 �0. 26 ' .,o ~ --1 ,62---'��{*9.� ----'4�� --�A}4"56' -4z��.��52 1B.O0 DISCHE 30.18 3C'10 30.01 29.92 29.83 9 7 29 �5 2� 5� �� z7 53, � 1.54,~ 16.00 ELEV 400.46 400.44 400.42 400.41 400.39 400. 37 400.35 400.33 400.31 40029 --if. B 29'1:7----��fP7 26"97-- 6-76- 19.20 ELEV 400.27 400.25 400'23 400.20 400.18 400.16 400.1� ��.1� ��.�� .p7 iym| 20.40 D%GCHG 28.23 2B.i2 28.01 27.90 27.79 27.68 27.56 27.45 27.34 27.23 . � ~ 2f�4r-+------- -400'02 '4AO'E)(�----N�,fqL;- '95- --- '"= 21.6O DISCH2 27. 2''02 2--.91- 2p-'B1 26.7z 26.6C 26.50 26.39 26.29 26.19 2"i.6o ELF-V 399.B'Z 39CF'7C 39=.77 39 9'75 799'73 399'71 399.68 399.66 399.64 399.62 .� -`-2�80 - BIS6H&' - -216.09- --- 20'AXi 25'94:i-' �---'-��. 6.2.65 ELEV 399.60 399.5B 39c�'.56 399.54 399.52 399.50 399.49 399.46 399.44 399.42 64| .22.80 24.00 DI�CHB 25.1� 25'0� 2�.94 2�.79 24.�3 24.47 24.31 24.14 23.96 23.77 .v, � 399.29 7,95.26'- -399L�22�---z9-9-_1-9_ "W9 1�___-�9g_��_ ^-. ' ". 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(C) INDICATES PARAMETER OUTSIDE ACCEPTABLE LIMITS, SEE PREVIOUS WARNINGS) I HYDROGYRAPH I NFQRMAT--ION- - - - - - --------------------------------------------------------------- - - -- ROUT IUG-PARAMc-.Tp7RS-- ----------------------------------------- O'JT.FLOW- VOLUME MAIN: ITER- C AND A PEAT-'. S/0 ATT- TRAVEL TIME ) XSEC REACH INFLOW INTERV.AREA BASE- ABOVE TIME ATION EQUATION LENGTH RATIO @PEAR: F:IN STOR- PINE- j ---------- --'OUTFLOW- - - - - - - - - - - --------------- �,� -I-P - -LENGTH --PEAl':' TIDE PEAS'- --TIME -PEAK T ME---F- Gk4-----BASE - INCR- - #---&OEFF----FDWF_R--FACT0_R--Q/-I-- 4K) rnEFF_ ASE MATlr-_ (FTi (CFS', (HF.. :C=S) (HR" (CGS) (HR'.' (CFS) (IN) (HR: (X) (M) 0::*) ',D*) (SEC) (C) (HR) (HR) 24 ALTERNATE 0 STOR'" 0 2S — ---- ---- --- -- — — — — 26 27. 2--13ti---9-?5.E 1.o-�b� �- - ------ii- -1.& -- .1C----1 - -r791' -- 1, :6--.,n^ 1,DCu� 518 59-�].?--.�1a H. C+ i.S 1.36 .001.000 48.6C .1 _ 2 1: 00 3? 14. i 14.E --- --- i_, 1.94 . 1' 1 .799 i.36 . 002 1. 000 455 .64 .12 . 1 1"' �3• +ve.� i41 142! A:, '43 46 47 r, l l I 52 541 551 • T( XEQ CS!2`!17 =•FST Hf:ZEN POND, FOE' DEVELOPED CONDI T ION 10-loO Yf STORM (HAZENti.INP) JOB 1 SUMMARY REV 1r./C)2!84 PAGE 14 r'— i ^Jv= ANL ETRIUCTUREE r OF S—C+RM ANL• A_: TERNATE S ' = CT ION:` DRA I NAOE _TRUCTURE AREA STORI-. NUMBERS.......... A ! 7 2—T,RUCTURE .62 --------------------------- ALTERNAT-E-- ,._ --- --- ---0::�3? _ STRUCTURE .47 --------------- ALTERNATE c_; 371.71 --------------------------- ALTERNATE C 41.77, XSECTION 2 --------------------------- .47 l f _ ' 334 33, 3 � �ao use 15, IJ 55- j57 ,60i (61I 6' ,G4 J «-. br' f7' .� ------------------------------------------- eCuti or. com-- l etE . -i me _ 734. O secanc+s i17 IZ, i- 13[ 131 1 -_----- - --- .-_ _-- --- - __-- --- ----- - -- --- - --_--- - — -- ._----.. ---._- —. --_ - __�—___-- _ ;321 433 i34 r I 3� _.— _-- .--------- -- --- ----- -- -_ 4� a �41 442. 143 47 4 63 e4 3s 571 se �e+P eo 61 �e] 1, 3 J 16Si 66 t671 .� a 170 < TTi.^_( ;iE:: OE/2 rE;- F'O.Nn oncT D`VE:_ OPEL r0�:?�?TiQ"' -,r,-, YR TTOR'l? !HAZENC.INP) JOB 1 PASS 2 �tEl- PAGE 6 ^ D ECHO _. _ . _- CQ. 5c ^C . 4 . , TE 2,_ . 2' _ , __ _ 5. 9- 19.96 19.71 19.56 -qE. =+r: 79E. << 7^C'.'� 7C9r _ . _ ?t. '9i~. 3i 719E. 2e =98. 25 79E. ^.^_ `, . 41' f 9 . _ _ i ci C. -- i G . &4 - - - ___ c . 6 _ ._ .4i i G . 17 17, 91- - ---1-7�-65---1-7-..� `t. -?,:, ELEV -_74,c in 79e. 15 796. 1 _ '9E. 07 '96. 0_ _ . 9e '9?. 93 397.87 397.82 397.76 2,_l. 40 D I SCHE 17. 09 16. er"' 16. 5C' 1 . 20 15.99 1 E. 56 15. 26 14. 95 14. 6_3 14. :j 1 2-L. 4-:----- -cif►-- - -7c- -7r, -- ^o-r; rtf --_4?- -�9" 51- - ' 7.-4t - -797, 7,rl -.6` D.SCHC C. _C.3e -'.o7 1�.77 :2.�i- 12.1? 11.ee 11.59 11.31 �c RENTON 2LE�% -, = 39...95 '90.9: 39o.e5 '9f�.?9 '9�.. _ '96.66 _96.6U 396.54 396.48� .r - - 2B:-8tl ---D. SCHJ < <-. t,t+ - -1(11 +0,-24 -----Sr: 4G •--9, 2 4 - 9 .. 2e. 80 ELEV 796. 42 396.:�6 396. = 1 '96. 25 =96. 20 '96. 15 396. 09 396.04 395.99 395.9 ) ?:.GG DISCHG 8.55 8.'_ 8.12 ?.91 7.7r_� -7 .31 '? 7.1� 6.9 6.7J ' ----?t?: ��-..-_. i`' j_. -?QC,-9•f�- `'9�: 5�1-- - 9J� '1--- _`95.-76-- ----_}95-.-?2- - - . 5.-,6,8 --�_Y9�.C•------'•=�9c�i. c�l9 :WS SA =F. -an- 20 D I S C H G 6. 5S 6. 4•C 6.---)-- 6. C'7 5. 91 S. 76 5.60 5.46 5.31 5.17 �� _.20 ELEV .795.4E ?95.44 ...9S.41 '95.-7 '9S.'4 _^5.'1 .795.2E 7.95.24 7,95.21 ptNG r c0NANG 395.18 gVIl ) :32:-4t3-- H-Tl- +fG.. - -4r. 7-7-- --1+. 6 5_r- -4. 52 -- - 4.443- --4r 19 a. 4 2 7 ► 2 23 72 40 ELEV �4= � 5. 16 'Q= 5. 1 �• ' _ _ 9�. 10 _ 95. 07 _ _ _-95. 05 '9= 5. 0� � �94.98 :s94.79 394.64 394.52 zs i ^^. •J •J . 60 D I SCHS 1. SO _ 1. 46 I . is .95 .77 _ . 62 .51 .41 . 3.3 . 27 z� _ ---_394 , 27- --- = 94. ? ' - -'9 -1 394,4t^-- '- s4Z4 . 9 '7911-. 0+0.--�S�4 3,4. 8G' DISH: I . 14 . i 1 .09 . Oe .06 .05 .04 .03 1z` �3' 34.8E ELEV 7:94. 05 3,94 . 04 ?1 4. 07. 94.07 =94. 02 394. 02 794.01 394.01 794. 01 394. 01 - - - --- - --- - --- - - -- -- _ _ _ __ ;32 1 RUNOFF VOLUME ABOVE BfSEFLOW = 1.55 WATERSHED INCHES, 466.20 CFS-HRS. •38.53 ACRE-FEET; BASEFLOW .00 CFS .37 { s< 35 ) OPERATION RESVOR STRUCTURE _ ) ------Y'Et�►f::=FitfEftlitSi-- ----Tom:-DISCHAnt31=-fz:FS) -+�cf�l+-cL-E�J;-ITT-�;.''mn I38 16.00 32.58 392.47 41 ° 1 -Ti+rfE�HPS!- "? DROGF APLff+31WT------^-HOU =: .12 HOU FD- DISCHG Ur_; 00 CaC .01 -90. .02 .0Z, .06 2.40 ELEV' '9i?. ? C. '9 . 1 ? ia. 39 _ i ? 17 390. 17 -90. 17 L 90. 18 AG .49 3.60 ELEV 390.19 390.19 390.20 390.20 390.21 390.21 390.22 4.80 DISCHG .84 .92 1.01 1.10 1.19 1.30 1.42 J 6.00 DISCHS 2. 11 2. _ = 2.57 2. 84 ^. 1.' C. 46 3. 8' 6.00 ELEV ='9t_:.36 39C:.'8 '9i>.41 '90.4' 39C:.46 90.49 3, 190.52 7.20 ELEV 390.69 390.74 390.79 390.84 390.90 390.99 391.11 8.40 DISCHG 18.00 19.49 20.21 20.54 20.84 21.12 21.4(r $40 _-E Y .-g2- .._ -91_oE - --,o2; i>?- - 492-�?2. :392-05 9.60 DISCHG 22.4S 22.?5 2T.r_�` 23.31 23.61 2=.91 24.21 '1 9. 60 ELEV ?92. 01F T9^. 1!_' '92. _ _ -92.: Z 'S^. 14 39:'. 15 792. 16 25. 46 - - 25. ? - - -?6 ►9-- -2-6.-44-:;---- 26. 7-1- -27- a2 -2-7- 10.8U ELEV '92. 20 392. 22 392.2' 392. 24 392. 25 - 92. 26 392.27 J 12.00 DISCHG 2e.4e 2e.75 29.('}1 29.26 29.50 29.7.E 29.96 2.E) ___ _ --- F92, 72 - --79?.-=�- _ ?o?.:;r+- 792-.-3E--392:'_+6- --792.'7- 11.20 DISC!-iC - 'c 71-62 --.49 .09 .12 .16 390.18 390.18 390.18 390.23 3Ci0.23 390.24- 1.56 1.72 1.91 4.23 4.69 5.19 390.56 390.60 390.64 391.26 391.45 391.65 -21.67 -21.94 -22.21 24.52 24.84 25.15 392.17 392.18 392.19 392.29 392.30 392..31- 30.17 30.36 30.55 31.73 31.84 31.94 5 4 so �SZt ,sFl �6s, as 57 se , ssa 6, I63i ,64 +651 167. J isnf ---16 ,71 r7z� * Des cr, ='-cfess�cn&i=_ Pi=.nagemenL Zvstems # 3 1 bra r: .wash.-,=! ruutina--- s ws-------------------------- !' 11c .12131 .N A-.M.0._�;��•1F,.4,•1(`-lf'!�k•iF' .. .. it.. . . .. tih1R-•0. 0. 118, ils! - " 11201 21 1 ` 22 ) 23 124 125 i 126' 129; 13"1 l 131 132; 133 .� 13e, i35- 361 371 3E 35 14� 41 l . 42, J 14344 45 46 47I 48 49 50, ` 52 153, 54 \ 55 1 56 57 58 ` SS! 601 �61 Bit ` 65 J 64 651 6E 67 ---- Ian �b9I 172. —_ i73' �m=IUT DATA FOR TR-20 HYDROLOG"+***************** - =_ �OE 7 2�' TITL[ EAST HAZEi"-* FOND, 'PO�7 YF, STORM (H�ZEt-��-TNIP) 2 ySECTN 001 0.0 0.O B 40c'21 B 400. -7 30' 400. �` ) 9-ENDTBL'--- - �_ - - -- - - - --' - -- -- -- - - ----''------ _-____--__-__' "^ -_-_---__-_-_�c 2 XSECTN 002 1.0 ~ 'm 8 394. 0.0 0.0 .� f; ------------ -�394.� -��.�� ---'-----�.��- --- ' - ------------20' 8 395'� 11'3 7. B 396. [' 52. 82 9 3 STRUCT 01 ��' | ' �� 8 394^ ^ 0.0 0 O ^ - ^- - ��---- ---------- -3;��. ��-- - ~�.�---'- - - --- - �--- -------�--'-------- | B 40V. 28' 6.907 !29� i�� 9 ENDTBL /, , 3 STR&ACT- -�� ----� - -- -- --- -----�'---�� ---� --'--- - -- - --------- � 32, 8 39V.17 0.0 0.0 i n 392'0 20 73.3 �- -��- --- --------------- ��-A-'------14)A�------ -----'-----'''------ 9 ENDTBL 6 RUNOFF 1 001 1 '306l 76. 3'11 ' __~I lt;;7 @Q 6 ADDHYD 4 001 1 2 3 6 RUNOFF 1 001 4 '0467 91. .231 -'�-4D ____' __--__---________�_'�� 6 RESVOR 2 01 5 6 394' 1 1 1 1 6 REACH 3 002 6 7 1300' -~6 .'��(��''------��.-----''-��---------''- -------------- 6 RUNOFF 1 001 2 .0929 79' .70 6 ADDHYD 4 001 1 2 3 - 6-+AADffv-D 4 001 --------' - ----'------------'------- 6 RESVOR 2 02 4 5 390.17 1 1 1 1 E N D A T A 7--l-NCRE44--6-------- �2- -------- ---� -�----�--- 7 COMPUT 7 001 02 0.0 3.0 1. 3 � ENDCMP 1 --f}2--- -A.f`-'------�.�-----' ��-- --- ----' ENDCMP � 7 COMPUT 7 001 02 0,0 4. - '��DC*A�-a----------- -- -- ------------- -----'---- -----------------'---'------- ENDJOB 2 ' J' -J i� ;enl aa. !� " ,' L 1 ET OF I 1\PU-r DATA (CONT I NUED) MAIN UNEXPECTED RECORD FOUND T.GNOREE) <<< 17 241 425, 2.. 2e 29' 31 374 3 3 39 41 42 4� 46 47 461 so : 51 52 531 34 55SG :71 159� 601 1:1 2 163 64 165 66 isni: IR S 7n .71. 1721 �731 TrZ2,- XEC. 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Ml ;j I,) LPI WJ Lq ;D 4 :4 e.; '4 (4 Lq (4 -;h 0' D, LA (4 CC to j to pq h. a to -b Ln 03 M (n -51 - Uff-li-t �M c�0ND 'IO!•Il YFTOFHAZEN3.INP)TG:CCX EACHRZ CPOND., P^DEVELOPED ' JOB 1 SUMMARY - PAGE 11 ' _ 1',' THE ORDER PERFORMS it aiAi4 ( AFT.--.- --ic PF-Ai-: D-1SCriARZE 1ME. ANI:- RATL :CF.;--�:tALUE:.:--1NDI-,';ATrS--A- F-LA+-TF _HyDRQc_4:AP�'----- -_-------- --_ A -QUESTION MAR!:* (. , INDICATES !.YDR06RAPP WITH F` rP! AS LA.ET POINT. . SECS' i REAK n I sc4AR3 - - ETRU--TUR- CONTRO__ :;RRI N A G E l�-i ��L= MCI=7 TTMR------------------------- RUNOFF-------------------------------------- .1t ID OPERP-7IOCR' ARER # CONLj T_NCRE". PEGIN AMOUN DURATION AMOUNT ELEVATION TIME RATE RATE - - {-3Q MI "I-- - E�-iF�---(NRi---(Itai iHR) -(IN) _ (FTC - k1Fa- ----(CFS1- - - - -- ,e, 117' -AL-TERNPTE STQR�4 --0t - _ '20 ---------------------------- Y.SECT I ON _ RUNO= F 1 0 i yr:. 24. (X.. 1. 01 --- 10. 78 15. S5 51. B- Iz-. XSECTION - f i l3f=r - : i - --� - - ---.- _tc_a-- _- Q, --- 24.04--- �_25- - --- 4 7� 4 '�? A+. - A --!=°I ` SE v 2 , 12 . 0 Z. 00 24. 00 1.08 400.2 23 �26I ` XSECTION ON 1 ADDHYD D . 4� 4 10. 45 ;. 93 �7.0 J XSECTION 1 RUNOFF . "c . 12 . 0 Z. 0U 24. i�t_ �. 07 --- 7. 99 15.46 331.1 27 XSECTION P.DrJF?Y-r, 47 -z.-sxs --24 rA0 =-IS �38 �3 STRUCTURE i--frESVOs^: - . 4~:- --- 2 - --.42 . -, v<>- i4�=� : - -1.15 39E.-L13--- 1�.$ ---- tip nl -4Cir4 - 3 XSECTION 2 REACH .47 2 12 .0 �.00 24.00 1.18 395.18 15.96* 18.84* 40.4 j3: 2 2 1.13 --- 9.89 4.13 68.4 i3= XSECTION i RUNOFF .06 .� .1� .0 3.00 �4.00 7 XSECTl&',!--- 1----R4_4NQFF-----.49-- .12 19- - 8.z3 10- A7 1149 �3e VCFv'rI 1 v1: c 2 12 ��-: ^? -� 137• J or,. aDDH . 1 _ . 0 �. { _ 4.00 1.16 400. 1 r 8. 40 12.06 78. 6 3F l 39. XSECTION 1 ADDHYD .62 2 .12 .0 3.00 24.00 1.17 400.25 14.76 24.99 40.3 j41 j STRUCTURE 2 RESVOR .62 - 2 .12 .0 2 T 42 u.00 4.00 1. 17 �9�. 18 16.68* 24.69* 39.8 I43; --XSSC'S I --' GF --- --. - -- - - 2 - -T2 r'-- - �.i +-----=T-rR'E�- --- --3r�'S7 -- _ - 44 451 XSECTION 1 RUNOFF .11 .12 .0 =.5s_ 24.00 1.64 --- 9.66 12.83 112.8 I" 1 .6 XSECTIDN 1 ADDHYD .42 _ .12 .0 •3.50 24.00 1.44 400.34 10.29 34.14 81.3 47'� 48 49 1 60 XSECTION 1 RUNOFF .05 3 2 .12 .0 3.50 24.00 2.54 --- 7.99 19.13 409.6 31'� XSE£TION 1 A )HYD - - --9 2 . 4.2 3z5sr: e4. i„ -1100 9 4010 38-637. 52 STRUCTURE 1 RESVOF; 47 :1 2 12 . 0 _ . 5i 24, i �C, 1.55 399.37 15.07 25.02 53.6 54 53 XSECTION 2 REACH .47 3 2 ,1,71 ,0 Z. T 2 T . �t _ 24 . 0� � . 55 ,95. 33 1 � . 4* 25. 02* 53. s 6 a J X SECT`I-94rF---RUNOFF 3 vt 56 57 i 58 159 -X5 CTism sCd3FF-.--e9-- - - 2------- -i2------- .-(a 3.-5CL-- --241 6- -- .83 1530 !60 XSECTIOA! 1 ADDHY .15 _ 2 61 . 12 . 0 .1. 5f: 24. 0; 1 . 54 400. 17 8. 37 17. 31 112. q 62 XSECTION . ADDHYD . J-.•Y2 C' 5024 . ocl, 1 JJ 400. 33J J 14.61 33. �6 CCT . 7 4VQST-RUB-TURF -�-R-ESVO462 ._ _...-----^- -214_4_ 34I63 } XSECTION i RUNOFF .711 ti 2 .12 .0 4.0<:' 24.00 1.74 --- 10.54 30.67 100.2 16s 165 i67 Ien v --nr, - - --- ,. cEso _ _ ih. nc , t?�_ 2' - . s:�r:: 2. 04 9.61 16.61 146.1 701 4. )�:: 24.':0 1.82 4i�0.45 10. 18 45. _. 107,9 X==rTjof,. 1 __Rc ,jiq0=t= <_35 - - _ r - -12 - --.;3 -- -4. 00 24 _0c - 3-AcLi- - _-- 7 919--- '' 81 --4-8-F-- 1731 72J ?;SE CTIOh 1 ADDHYD . 47 _ 2 . 12 . 0 4. 00 24. 00 1. 94 400.51 10. 07 51.00 109.3 -1. - —..mot:. X ... C Ei C i !B- EAE . HAZEN FOND, POST DEVEL.OFEZ CCulND I . ION _ : — _ c:?:: Y-. STORM (HAZEN:1. INP) JOB i SUMMARY PAGE 12 - �" _1� _ r rP,i^C.C:7, hl�' _S'—_ -`l, .✓:.. n IT1V C�f [,FrG ._.._"_ G_ - yl..: — 'ri= ORDER PERFORMED - P STAR <*! -AFT-Ef- -HE `'c:=�F. w ISCi-fARC� - * 1t tti�ii, iit+Tc � , - : r.�vE= !PtDtEfttTt�F�T T9f' � 1`Iaflg6fiAf�i 1 -- A: QUESTION MAR4': ' .. 1 ND I CATES R HYDF:OGRAF'H kI I TL _Ac T F'C I N'-r . ) is SEC�$!t+*— —c tom• -- — — - -- rtn�ri: ansT=C--Mi✓? c-- ---PRECIPTT4T-4194w -- PEAK DISCHARGE 'z; �t3 STRUCTURE CONTRO: DRAINAGE -ABLE MOIST 'IP1c ------------------------------ RUNOFF --------------------------------------141 j ID OFERA-I01\.! AREA C ON: I N C R E !"' BEGIN AMOUN7 DUR-t- I ON AMOUNT ELEVATION TIME RATE RATE !15 ) �Fiii - - - iIfii - 1+#RT ---z lhl% rcTti— (MR) X-Fq' - I1e1 Ite. 17 -� 41.I f. - --At`�.Er+'PtoT{= —; ----Si"£}rt!?----�-� - _- ----- _ _ .- .---- -- ---- -- -- - ------- Izo - - - - - - - - - - - - - - - - - - - - - -- - - - - - 2t I �2z T XSECTION 1 RUNOFF , 17q . 12 4.:?�: 24. i? ; 11.96 --- B. 3U 19. 84 21u, b �z XSEC Iflht-- .--�$H}-1'eD - - , :.5 - -- 3- -- - --- —.12 -2 G - 4, QQ --24+ 0C4- 1 93 400 2'r B T5 :�1� C1 I -CQ 1 I241 XSECTION 1 ADDHYD .62 .12 .C) 4.00 24.00 1.94 400.42 13.75 41.77 67.4 Izz �ZF; ' STRUCTURE _ RESVOR . 62 2 .12 .0 4.00 24.00 1.94 392.79 15.64 41.03 66.2 127' ;29 i36 1311 J 159i 171I 172 qlr X m -I j 1-H N c n 1 r �I iml ry x ; ice., m In In a %a Qd I x n D! n { I z _�(, n I i 1 --I t,n „ UJ I IT, a Ib r I I n I I C4 to 1 Tl > I I h.)Lfl I N:., I z 1 (1) to ! 1 1 I 1 ?1 I I J -i 1 O 1 r (() -p T I F..: I I r l I I N ;r) .3 I I r:J I r •• (A I -1 1 0 iI t I :.� - n I I -ATITl I C) rn 1 I 1-4 ra , 1 rl p 10 11 ❑ *. 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(n p ..G I 1 +n I Inf"t -r) r n' n I� I ;n r7 1 I c D I rnrn 1 D z l (� N { I 1+ I n�--1 0 I z t,-1 c 3 u IV �r7In i 'Af-4� Ti I U U I ; I w -I o D i i Inhn m; V rl In I n n z • I o ^ * j ;D rD z� i 1 In ; I C. * --1D i m(f(nrl�C ��p Crl .0 I O' 77 1 t m 1 �jNI I (r) I .01 -91 A m In I c �zt Ln CO n D! 0 1 ►-+ Ln (..r D I G i (y j ca o� 7C D 1 1 I ( rjl 1 I z i • _ 2 O I D z G7b QN r•r ;n77 I G Nlrl DC r.a ha I i InIr M 3 X I DD T� X ►� zI1 i �+ j •- c In 1 3 I... (•r 1 (a (.J Ill I I W z;—. W W W XEC, OE/21 /E7 _AST Hrt=[,. PONE-, POET DEVELOPED CONDITION 10-100 YF ETOIR'": HAZENZ. INP) JOB SUMMARY REY !C,,/02.194 PAGE 14 7"F " KSE:710,%,*!. ETRUCTUREE FOF: -.--L S, ORMS AND ALTERNATES &SECTION/ DRAINAGE STR-'-IZTURE AREA STORE-: NUMBERS.......... STRUCTURE 2 --------------------------- 62 -AL-T-E-RNAT-E-- STRUCTURE i .47 2A ALTERNATE 0 31.71 25 82�6 27. 1281 29! 1 - - - - - - - - - - - - - - - - - - - - - - - - - - ALTERNATE 41.77 1:7 -- ,374 XSECTION 2 .47 334 341 - - - - - - - - - - - - - - - - - - - - - - - - - - 3&. 37' 3E 39. 40! ,4 47 ,W, Mkl WO 4 53 S5; .561 1,57 159! 61 1Z5 Execution complete, -ecencs +, s 1201 I 1241 251 .. �26I 28� Inc !3; / !3 �32 j3_ :35 ' 36� 37 j � (3N41 i - #42 ) 143 46, 47 0.1 Al NO s 53 5d \ 35 l 56 a7 .- 59II 61 I6 63 J I6� 165' a 6F 11 f671 J 46n l 17 :7= 7' # iF•fi-#•?Fir»#.�#if•��#�iS-�-f•t•i?kfFiF��tii•#a(-�4�i�-iF•ytiF•3f*yF�f-yh3F�FdFk •3t -._ _.. __ ! Desior. Pr-ofessior,als Management- Systems X w .4 .. y Flood. rout i nc - - - - - - - - -- ------ --- --- -- — y ------------------------------ f$h�i -�'C°:: ?r.-,S�,�S�e�: h1�-D�__ ��e_s•ior:--- -z � - --- - ---- - ------ ---- Rev. sior _. _ - 1c_10-2/8c. tih;k?h�!-fiF3F4iFyhyr-iP•iF•9FtiF3F#i4••3f•:�i-:{{+i-9r•t -xyF •3F 9E-9F 3F iFlf il-1F 9F '— 1177. �*-1fat-1F�tiF-1E��F9e�ltiik+F+�-�iFjF9F'1EiEjF�aF?E�-�3iE•*�F�-1�}F�F?F�FaF��F9t-��FdE-x-�1F ��e� . .-- -- --'--- ----- -- --- ----------. .._._—.— _�.—_-- ---- -- ----- --- ----- - ___ 24 25 - 12F l 127� i - - -- - - -- - - — - - - -- ----- - -- - -- - - _. - - -- - 12e 3C I 4g� 31 J 1- 1- as jG7 % Ito, — - 73 -7 DIL.. -1 FOR I HYDROLOGY �UMMAF�Y NOPL-IT= C3ND�TImv 1�-1�0 YP S� TOR 001 ---- -- - -----' ^ B 400, J. 0.0 Io^ ---20' E - ''- 40�'� ------��}��-----' -- - -' - ------ --------------�� ' 8 400.3 30. 400. 9 ENDTBL ,c ' - - -- ----------------------- ---- ------- ..c 2 XSEffTl\l 00 1.0 ' 8 394. 0.0 -8- 8 -'------ --- 394.5 - -795.(T----'-'-��-�---''-----7�-----------'------''------ 2.76 2.5 ''' ---- ' � 8 396.0 52.82 22. pc 9 ENDTBL ' -Vi- ----'---- ----' -- ----------'------ ow' STRUC7~- ' .^� ^� � 8 394. 0.0 0. 0 � /v�� '�� '�� 8 ----- '--'- -- 395. ---4�010. ----'--37.---- 4.3 -----''--E.z9} .202 = 8 7r- --- '-- ---------- 9 ENDTBL /3c, � ~ 3 STRUCr 02 |a' - ----- -- ------- -' ---:1,977. ---- - 8 17'--- 0�T0 '-'----- 8 392' 0 20. .733 - .. ��:� |3' � ~ 8 395.0 100. 9.953 � ^ _ /a5 � -�- .xo q_EN � 6 RUNOFF 1 001 1 .3061 76. 3.11 6 RUNOFF 1 001 2 .1137 80. 2.22 6;_ _-_ l� 6 RESVOR 2 01 3 4 394. 1 1 1 1 ^~ 6 REACH 3 002 4 5 130O. - -- ------- � 6 RUNOFF 1 001 7 .0929 79. .70 _ 6 ADDHYD 4 001 6 7 � 6 *uuH,u * ooz z z 2 6 RESVOR 2 02 2 3 390.17 1 1 1 1 ' _ ENDATA N 7 COMPUT 7 001 02 0.0 3.0 1' 3 2 ' --i-COM�sUT ENDCMP 1 ` 7 001 '--6.7T-- --------- ENDCMP 1 ` 7 COy�PUT 7 001 02 0.0 4. 1. 3 2 ENDJOB 2 N6 OF -86-80�l�� -- .� _ ' � TR2(: XEC-� '•_)S,`2 : 'S7 EAS- HAZEM POND EXISTINS CONDITION 10-100 YF STORM (HAZEN2. 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STORM (HAZEN2'INP) JOB 1 PASS 1 � \ REO 10/02/9/ PAGE 3 - 396.31 39L'34 396.= 396'29 396.27 396.24 396.21 396.18 396.14 ^ 21 40 �I�� --�� .2� �1'0/ 1C'7E �'�'52 �0'2� �'99 9.73 9'46 9.19 ` 11 39007 396.03 -395.95 - 395.95 395.91' -395.87-- 27 60 ^ DISCHG E. 8 93 8 67 ` 8 4� ^ 8 16 ' 7 9� ^ ^ 7 66 7 42 ^ 7 19 ^ 6 96 ^ 6 73 ^ - } 27'60 ELEV 395.71 395.67 395.63 395.59 395.55 395.51 395.48 395.44 395.41 395.37 .. 2G'20 DISCH& - 6.30 6.04-- '-5'BT_ 5'65--- S.50-� ---S��1_-----�J��---�---�'. - ---- ------13/ ^ 2B B� ELE\' 395 34 ` 395 ' 31 ^ 39� 27 395 24 ^ 395 21 ^ ^ 395 1B 395 16 ^ ~ 395 13 395 10 ' 395 07 ^ 01. l 30'0C DISCHG 4.62 4.46 4.31 3.55 2'90 2'38 1.95 1.60 1.32 1.09 `s 3J.0� ELEV 395.O5 395-.02 395.16)0- 394.83' 3c�'4.62 ' 394.M- Z94.45- -774 =---- 394.3I---'9W_._25�171 - 31.20 DISCHB .90 .74 .62 .51 .42 .35 '30 .25 .21 .17 31.20 ELEV 394.21 394.17 394.14 394.12 394.10 394.06 394.07 394.06 394.05 394.04 32.40 '--7}ISCFRE - - ' %TZ-- ----'TTT)---- - �]D9- --- .T�'-- ---�75E---- ---7X5------'--.704---'----. 32.40 ELEV 394.03 394.03 394'02 394.02 394.02 394.01 394.01 394.01 :394.01 394.01 33.60 DISCHG .07 .02 .02 .01 .01 .01 .01 1241 RUNOFF VOLUME'ABOVE 8ASEFLOW ~ 1.08 WATERSHET INCHES, 292.17 CFS-HRS, 24'15 ACRE-FEET; �zc ' BASEFLOW = CFS !�^ �� PEAK TIME(HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION(FEET) I 15.76 24.48 392.17 � TIME(HRS) ~ FIRST HYDROGRAPH POINT = .00 HOURS TIME INCREMENT = .12 HOURS DRAINAGE AREA = .62 SQ.MI. |w/ � 4.80 DISCHG .00 .00 00 00 00 00 00 00 00 01 �^`� ELEVl`7- � 6'00 DISCHG .03 .05 .10 .16 .23 .33 .44 .57 .73 .91 6.00 ELEV 390.17 390.17 390.18 390.16 390.19 390.20 390.21 ��90.22 ' ' -' _�� __�_ _ _�� _ ; 7.20 ELEV 390.27 390.29 390.32 390. 35 390. 39 390. 44 390.53 390.64 390.77 390.92 °�| )47 ~k 9.60 DISCHG 16.63 17.01 1/.40 17.79 18.16 18.57 18.96 19.33 19.69 20~02 ~~ _ � ^".ov cLcv 3r2.01 7c72.01 3172. 02 392.02 792.0:1, 3c?2'o7, 392.0* 392.05 392.05 392.06 --��----��------ 12.00 DISC 311a 07-- o7--'71177 117-- _770* cy?- � 13.20 DISCHG 23.33 23.44 23.55 23.66 23.75 23.85 23.93 24.01 24.07 24~14 5n' � 13.20 ELEV 392. 12 392.13 392. 13 392.14 392.14 392.14 392.15 392.15 39�. 15 39�� 159 � _ �� -11, 25-__-24-.47- 14.40 ELEV 792.16 392.16 392.16 392.16 392.16 392.17 392.17 392.17 392.17 392.17 '61 � . 15'60 DISCHG . 244G 24 48 ' 24 4B ' 24 48 . 24 46 . . 24 45 2� ' 43 24 . 41 24 39 . 24 . 36 |°� .,=� ~~ 1��60 -----ELEV-- 392.'17 --7c�2_. 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JOB I PASS z PAGE 10 01 390. ! 7 00 CFS RECORD ID RECORD ID !21 12 - 124i 1251 1261 126 3z '33, 3 136i 137j 3E 3 Z �571 58 59 160 61 152 Igo j 1641 :65! Af Z AS` H P.ZEN pOri-r., EISTING CONZ. Oh 1�-10� Y� STORM (HAZEN-.INP) JOB 1 SUMMARY � REv 10/02/8+ PAGE 11 E�� A�� XECUT�VE �OwTROL ��T��O�S IK THE ORDER PERFORMED ' PEn: CISCHARBE TIMElAND RATE (CFS) VALUES INDIC�TEB A -FLAT T�P' ----- - --- --'----� INDICA�� A HYDROGRAPH WITH PEAK A5 LAS, POINT.> . 'SETIO!v/ STAN' DA�[7A�IO� - -----'--------''----- - --------�� ^ STR11 CTURE ONTRC;- DRAINAS7- TA- "t7 n0T t-T -IME ------------------------- RUNOFF -------------------------------------- "� ) ID OPERA�7O�� A R E r � CON� INCREn BEGlK AMOUNT DURATION AMOUNT ELEVATION TIME RATE RATE - -- - !S'MI) Q. - (HR)- (HR) ' <%N) - (HR) (IN) » ,E > -�[��N�T�--'- � ST�n� <� - -- -' --------------' -------'--------' -- -- - ---- -- -- -i2ni i2l, � _-____________-_-__________ = � XSE��ON 1 RUNOFF .31 3 2 .12 .0 3.0V 24'00 1 01 10 7E3 15 85 51 E; `~ XSEC�ION---i-R0JNl��F ---��i ---�-----'�----��--- -�7�----��T��---'243JTr- � XSECTION 1 ADDHYD .42 3 2 .12 .0 3.00 24.00 1.08 400'24 10.45 23.93 ��.� z� ) STRUCTURE 1 RESVO� .42 3 2 .12 .0 3.00 24.00 1.08 396.96 14.66 17.12 40.8 XSE-TIO&�--- '-REAC� -.��-- --3 - --�--'- '��-- ---�0' - '�3JJ(T '24��O-----I�7JB----��9�'.��-- ---��BB-- ' �� ~ = ' XS��TIO�-- 1- RUNOFF----3-00 --'-24.0�--''-----�96 '-'-- ��------�T7��'--- 132 XSECTION 1 RUNOFF .09 3 2 .12 .0 3.00 24.00 1.19 --- 8.33 10.67 114.9 's^� ~ XSE~TION 1 ADDHYD 20 3 2 12 0 3 00 2� 00 1 07 400 12 8 43 12 19 �% � '3 ^ 3� ��eu��uns � �ssvu� .�� o � 'z� 'o �.00 ��.00 �.o/ �. ,��/ ��./� �*.°� ^r.� �~'� ~ .a ~ 0 xSEcTIom z uuworp .oz - .12 .o 3.50 2*.00 1.37 --- 10.63 22.91 7+.8 '^~ � ;43~ . � 150 41 ) xsEcTzow noDHvo 2n z � �� o � �o �* oo z +� *oo x� u �z // u� u, � � 'xSECTIOm 1 ADDHYD �2 3 2 12 0 3 50 24 00 1 4 3 400z4 z� 5p 3362 54.3 56 �s --- ---"r' � |-^.59 � 'XSECTION 1 RUNO7=7 - -------2 12, }-XSECTION 1 RUN��= .�� 2 12 .0 4.00 24'00 2.04 --- 9.61 16.61 146.1 � ECT I�N 1 AD��v� '42 � 2 '12 .0 4.00 24.00 1.82 400'4� 10 1B �� zn7 v 63 !GAII -��-- --��----'��----��------.0-----4. 0ci---- 7m.--- -- / XSECTION 2 REACH . 42 3 2 . 12 . 0 . 4 0O 24 00 . 1 B2 . ~ 395 45 13 82 . 30 04 . 71 5 . '= ^ / XSEC-ION RUNCFF ^ � z � 2 �2 ' 0 ' � 0C ' 2� oo ' . 1 �7 __- . 9 �3 11 40 ' 1�6 � . .`' ',� XSEC-,IO� 1 RJN-0 o 4.00 240O 1'96 --- 8'30 19.84 213.6 = ' XSECTION - � ADDHvE '2C 3 --� ---�I�---- '. � - -4'00 2�'00 '---�' 1��0-' ---z��r7Z9-��----��39-� �---1- ZC�-j 72 � XSEf"TION 1 ADD�Y-r� '62 3 2 .12 '0 4.0O 24,00 1.B1 400.43 12.77 43'14 69.6 =T91117nlr-'�= r Dcc'.nc r /71 ' o u oo �4. uo Inl 797' Rr 14'79 4: '99 67'8 TR20 XErl �A57 HAZEy POND, EISTIN& COND1TIOm 10-110C vR STORM (HAZEN2'lNP) 10B 1 SUMMARY � qE-; 10/V2/8� -- _ --_ -_- PAGE �2 � ` . BU��AR`' TA2L� ��=I[ �� O� GS EF T�MDA�� CONTROL INSTRUCTIONE , - - A=7E--1 VOLUME ABOVE BASE(IlN� -1NDICATES A-HYDROGRAP�� TRUNCATEr�'--��[�E-��2�D]�(E��V�9E-�-OF PE A: - V MART:: AFTER COEFF. (C) INDICATES PARAMETERS OUTSIDE ACCEPTABLE LIMITS, SEE PREVIOUS WARNINGS) ''---''--------' ----- --H y D R, 0 GRp -11/��JpN.". - 1?9`--------------- --- -- l��T -----------�r, ` ----------------------------------------- --------------------------------------------------------------- �. } OErFLOw+ VOLUME MAIN ITEF.-C AND A PEAK S/Q ATT- TRAVEL TIME "t � XSEC REACH INFLOW OUTFLOW IwTERV.AREA BASE- ABOVE TIME ATION EQUATION LENGTH RATIO @PEAK KIN ST8R- KINE- ' � LENGTH, PEAI::� 7-IMF PEAK TIME :::'EAK --TIM-E-,-'--F-L��----��A8E - 1201 -� (FT) (CFS) <HR) fCc7G) (HR) (CFS) (HR) (CFS> (IN) (HR) (:) (M) (K*> (Q*) (SEC) (C) (HR) (HR) /c12 � 12 � ALTERNATE '-�-''-��- D - STORM -�-'�� 0 - /2= � ^ |�o , -��'---��5---� �`�--�4�-� -��--I��-- --��'----��-------�7------��l7G-----�I��----�--�--��77-�-----��3�----�7�I2-' lh - 2 1300 23 1 1�'2 --- --- 0 1.44 .12 '794 1'36 .002 1.000 491 .61 .12 '14 2 1300 30 13.7 3O 13'8 --- --- O 1.82 .1� 1 '79B 1.36 .002 1.000 461 .64 .12 .13 u` ^ _ �_______ _ _��_____�_____��_____�� . - . � . � 43, ~ �4r.52 47 53 57 16" f�4 r 165, - .` �� :7,, J 72 / � -' 7R'Zlf- XE—r i/E EAST HA7Ct.CQND, EXIETINO CONDITIO�: 10R —10- YSTORM (HAZEN-!. INP) JOB I SUMMARY 0/ 0— PAGE 13 :7 T m- �---rRUCTUIREc7 F�:,F� A' STr-F-,Mc' AND ALTERNATES • X S E C Tl 0 N, DRAINAGE p STRUCTURE A R EF: STORM NUMBERS.......... 1 2 Sc'.. MI: 113 116 STRUCTURE 2 62 17 11; — — — — — — — — — — — — — — — — — — — — — — — — — — — A'L TEFN-A—Tf 1. 99 STRUCTURE .42 iZ3 241 — — — — — — — — — — — — — — — — 25 i ALTERNATE 0 30.04 7e. ) i2j: XSECTIION — — — — — — — — — — — — — — — — — — — — — — — — — — — ALTERNATE C. 43. 1A. ;33 10 XSECTTON 2 --- — — — — — — — — — — — — — — — — .42 — — — — — — — — — — 35 3. ALTERNATE 0 F. —04— V, 3F 39. ;401 41 451 46' 7 49 50 5. 5 56 571 58 1601 !rll :62, C3 165 169 17- - :731 17, 12, f 2Z ) 23 124 25 26 i27 f �28 I29� 3C 13t. �3 8.. �i 3S1 -- -- 13a 3 3S. 391 ant ,k r6 4, 421 43 44 — - 45 4C 47 - 47 o J r 3 49 SC b 5 s�S3 541 ` SS J 56 571 58 39 ... 60 �63 6 16F� j 167' J ion i, 41♦ iL0 40 is 49 4 OSTERGAARD • ROBINSON & ASSOC. INC. CONSULTING ENGINEERS 3805 108TH AVE. 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