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HomeMy WebLinkAboutZone Change (65) TOWN OF SOUTH WINDSOR, CONNECTICUT C PLANNING AND ZONING COMMISSION s ` APPLICATION FO Application No. S R-CO -lQ Date Received: /3-17 Action/Public Hearing by: FEB g 1996 Receipt No. : /:; y APPLICANT: Collins Crossing,L.T_c-by Nola Johannes South Windsor R31,1110nmg Commission ADDRESS: c/o Harold R. Cummings,Esq. ,1610 Ellilagton gnarl.,P.O. Box 667 South.Windsor,CT OWNER OF RECORD ON LAND RECORDS : Collins Crossing,L.L.C. 06074 ADDRESS: c/o Harold R. Cummings,Esq. ,1610 Ellington Rd., Box 667, S. Windsor,CT 06074 COMPLETE LOCATION OF PROPERTY: East side of Sullivan Avenue south of Hillsdale Rd. ASSESSOR'S 23 (partial) MAP# 89 PARCEL#28 LOT# ZONE RR NAME, ADDRESS, & TELEPHONE NUMBER OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED:__Harold R. Cumminas,Esa , Collins ro ing.r r r f1610 Ellington Road, P.O. Box 667,South Windsor,CT 06074 TELEPHONE: 644-3473 THIS APPLICATION IS FOR: (Check all that apply) : >� x 1 . Zone Change to A-20 (Public Hearing required) . J-4 6 SA 2 . Subdivision/Resubdivision. a. Subdivision Minor Major b." Resubdivision -Minor Major` (Public Hearing Req. ) C. Conditional Approval d. Open Space Subdivision (Public Hearing Required) l 3 . Special Exception to Article (Public Hearing Required) 4 . Site Plan of Development. 5 . General Plan of Development. 6 . Earth Filling (Sec. 10] and/or Earth Removal (Sec. 9 ] (PH Req. ) 7 . Regulation Amendment: Zoning Subdivision 8 . Amendment to Town Plan. 9 . Temporary and Conditional permit. 10 . Other (explain in detail) : CONSULT PLANNING DEPARTMENT FOR FEE SCHEDULE. THIS APPLICATION MUST BE SIGNED BY THE APPLICANT AND OWNER OF THE PROPERTY AND SUBMITTED IN TRIPLICATE WITH ALL MAPS AND DOCUMENTS REQUIRED ON ATTACHED CHECKLIST, ALL OF WHICH CONSTITUTE THE APPLICATION. Applica Collins rossing, .L.C. Owner Col ns Crossing,L.L.C. by: Nola Johannes,Manager by: Nola Johannes,Manager COLLINS CROSSING ZONE CHANGE REQUEST PH 2/27/96 �� �1 1. Requ st for,a one c n e from IR to A- 0 fjr abou )'9 acres with it xcess of 40 f et o fro tag on ulliv �venu north f S d Hill Road. / e site biiis -20eh e to e orth d est, one to t e uth and ast. ou dsor 1 ghool is erectly o h of t ite. 2. The Town Plan shows this area as residential. The Plan indicates that low- medium density residential would be assigned to the majority of residential areas, and the majority of zones within these areas would r-1 A-20, A-30, A-40 and AA-30. The proposed zone change does fall within this category. 3. Minimum lot size in the RR zone is 40,000 square feet; minimum lot size in the A-20 zone is 20,000 square feet. Uses allowed in the RR zone include: • Agriculture, greenhouses, schools, churches, clubs, hospitals, convalescent homes, boarding homes, fire & police stations, golf courses, housing for the elderly, and commercial horse stables. The A-20 zone allows many of the same uses as the RR zone, including: Fire & police stations, churches & schools, elderly housing, boarding homes, and commercial horse stables. 4. Traffic impacts from the zone change should be minor and easily handled by Sw' ivan Avenue. The applicant should be aware that the town is involved in our access management project for Sullivan Avenue now, and Town staff will ask our access management consultant for input regarding the locations of any proposed road cuts onto Sullivan Avenue. 5. The topography of the subject site is moderately steep, with an elevation change of 75+ feet to the crest of hill somewhere near the midpoint of the property. It is important to note that the topography is steepest in the vicinity of Mountain View Road. This is a factor because, while Mountain View Road has an existing right-of-way to the edge of this subject property for the purpose of future extension, the steepness of the property will most likely preclude the extension of�vlountain View Road into this property. If the Commission does grant this zone change, you should be aware that Town staff will not recommend that Mountain View Road be extended. w 6 lic!N� ter and,se er are;b'ot i present* llivan men e in e v cinity f this �'sro.' Uhe area so a aila �e in Nevers :' oad, cce.Bible t the'est t j � e e e re et ds �n tlfe To ws ma P 8. If this zone change request is approved, the applicant would have to return to you for approval of development plans prior to any construction. �� t S - , r � � � � /��� �� i � it � // � / � � � / i � i �l , . � i � � �� , ��/ , �__._,� r U � � /J, _ G �L� "� zry.c.—�.� �Zh—��,�,_..�...y�_. ��--vt.—�.� �_ �ti._c�--r c_._.c � r��� �� F �_. � � ,, � �. `,. - �J �-� �k������ 66017 104 N Sf4 1®� OTown OP S-Ott& Vf;0U&10t c u I. l 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•co AREA CODE 860/644-2511 April 17, 1996 , Attorney Harold R. Cummings Collins Crossing, LLC CERTIFIED MAIL 1610 Ellington Road South Windsor, CT 06074 Dear Attorney Cummings: Re: Appl #96-10P, Collins Crossing Zone Change At the Planning & Zoning meeting of March 26, 1996, the Commission voted to approve the zone change from RR to A20 on ± 19 acres located on the easterly side of Sullivan Avenue and southerly of Mountain View Road and Hillsdale Road. The Commission noted that this zone change is in compliance with the Comprehensive Town Plan of Development. Within ninety days (by July 19, 1996) a zone change map (1" = 40') with an A-2 certification must be filed, showing all boundary lines and the acreage of the land where the zone change was granted. The map shall be drawn in accordance with the rules and regulations of the State Board of Registration for Professionals Engineers and Land Surveyors, and shall be stamped and signed by a Registered Land Surveyor. The zone change map must be submitted on black and white mylars, with this approval letter thereon, together with three blueprint copies of the Zone Change. After the mylars have been stamped and signed by the Commission, they will be returned to you for filing in the Town Clerk's office. The effective date of the Zone Change is the date the mylar is filed in the Town Clerk's office. Very truly yours, 3NING & ZONING COMMISSION ?s� ell G. Levack, Chairman / RGL/pmm cc: Town Engineer Design Professionals, Inc. MEMORANDUM: TO: Planning & Zoning Commission FROM: Russell G. Levack RE: Disqualification DATE: May 10, 1996 By means of this memorandum, I am disqualifying myself from any/all participation in matters concerning: APPLICATION NO. Appl #96-10P, #96-11P, and any future applications regarding NAME OF PROJECT Collins Crossing REASON FOR DISQUALIFICATION alleviate any perception that might arise that there might be a conflict Commiss over 1 DESIGN PROFESSIONALS Inc. 165 South Satellite Road ' South Windsor, Connecticut 06074 Hydrologic Study �.. COLLINS CROSSING Sullivan Ave. - Nevers Road ' SouthWindsor, Connecticut �Uf�lE ►8�1996 INTRODUCTION Collins Crossing is a proposed residential project to be comprised of approximately 36 units of Senior Housing and a ten—lot single family residential subdivision. The property ' is 31f acres in size and is located immediately south of the South Windsor High School and has frontage on both Sullivan Avenue and Nevers Road. Approximately one—half of the parcel will drain towards Sullivan Avenue (Western End) and the other half to Plum Gully Brook at Nevers Road (Eastern End). A stormwater ' detention basin is proposed on the Sullivan Avenue side to provide attenuation of the runoff prior to final discharge into the Sullivan Avenue drainage system. No stormwater detention is being proposed for the eastern portion (Nevers Road Side) of the site which discharges into Plum Gully Brook, since the peak flow from surface runoff generated from the proposed development would occur well in advance of the peak for the overall watershed of the brook (a separate detailed analysis has been done and previously ' submitted). Several proposed drywells will be utilized in the southwestern corner of the site (Sullivan Avenue Side) and are designed as retention structures that will collect and convey stormwater runoff through recharge. DRAINAGE ANALYSIS The drainage analysis performed was done using the Rational Method to calculate ' design discharges. Storm frequencies analyzed are 2,10,25,50 and 100—year storm events. The detention basin and drywell stage/storage and stage/discharge data were computed using BasinA software. Topography was taken from the site development plans generated through a field ' survey. Existing pipe sizes and flow elevations were measured and watershed boundaries confirmed in the field. 100 scale drainage area maps of the existing and proposed watershed conditions have been included in this report. The proposed on—site storm sewer system has been designed for a 10—year storm. Inflows for both the Sullivan Avenue and Nevers Road systems were computed using the Rational Method of Design. Pipe flow capacities were computed using the Manning Formula. ' The detention basin was designed to reduce peak outflows to less than conditions that exist now. The actual basin sizing and outlet structures were designed with BasinA. The outlet structure utilizes a 6 inch diameter circular orifice as a low level outlet. ' The high level outfall is a single grate catch basin structure that acts as an emergency spillway while the low level outlet is equipped with a trash rack. The proposed on site drywells have been designed to accommodate the entire runoff volume reaching that structure for a 100—year storm event, less the volume lost through ' exfiltration during the storm event. The assumption was made during the design of the detention basin and drywells that even for larger storm events, all flows generated in the watershed reach the catchment areas. Soil test results indicate a sandy soil with a ' Oermeability rate greater than 400 feet per day throughout the site. 1 SUMMARY ' The proposed development of the site can be accommodated utilizing the proposed drainage layout, detention basin and drywells. This stormwater utility design effectively ' minimizes the downstream impacts from increased runoff and erosion due to site development. SUMMARY TABLE WESTERN SIDE—SULLIVAN AVE. ' PEAK FLOWS — CFS STORM EVENT DETENTION BASIN OUTFLOW COMBINED OUTFLOW* EXISTING FLOWS 2—YR 1.5 @ 1.13 HRS. 2.90 @ .40 HRS. 3.64 10—YR 1.7 @ 1.16 HRS. 3.99 @ .40 HRS. 5.98 ' 25—YR 1.8 @ 1.17 HRS. 4.64 @ .40 HRS. 7.28 i 50—YR 1.9 @ 1.18 HRS. 5.01 @ .40 HRS. 8.06 ' 100—YR 2.6 @ 1.16 HRS. 5.44 @ .40 HRS. 9.10 ' * see combined flow hydrgraph sheets r Gutter Flow ' Analysis - j V9 1 (4 0 "O , • rrr le t. W- Z _ Station and OECseL _ThIle In Ir1leL (V ® O 0 o _d O O © O o ty w Area In Acres - A rn to N V+ ul �' J RUrloff Coefflci.etit-- C ' sl ,00 ® O ® o d b - • u+ o s = v o t t Stun of JAE o O o - a -A �N N ► � °N _ ;t W � N ' Tot-al PC ' ILLp Rainfall Intensity - -T rl © ~ o C) p Q O O d b QQ p O :l N ,4 Q to Inlet- '' 6 N d Cy V1 (C.F.S.) o I © �- I� O O p p a 0 'N l 1 ® Grade of Gutter I ;� O iy W. w km WLq O o 0 0 0 0 0 �� Cross Slope of V4 U+ Of v+ to W Shou l der LA ry Deptll of Fla., % at Gutter (FT) (�? � o �� �� � � � FJldtlt of F1a•, (ET) Q O' N N N ( rC ® ( W O Q Bypassing Inlet:, 6` CIL — QO .16O O - - - � O O ___ ® r • AC Bypassing Inlet; O N: Entering Catcll av v 1>, () Basin VLO90 13 •i(rslnum 111110s pe()i Injul4anq tt3p 'Out '91DUOISS010a SfiL�-t69 (f,Otl saauur. J • s10,A11 0a liAia u��sa "7N►x �m / 1DR0011d 0 0 01 :P U3 4, 6- fillet. StaLion and Offset k4- rl'— -a Time to Tn](It o Cc, 4:1 Area in Acres - A kA 4N N � `- � 113 --m ' illOf.f Ccef f lcleilt- C to VA AC Sum of 1"C 67- Q- 1ZP Total JIC sv- PaInfaIIYnLensty I Lo Inlet qzP 0 O 2 t? , , 0 Q �v 4 0 Cf B Grade of Gutter ,; 6 L'i Lm LIJ 6 Z> 0 0 0. 0 Cross Slob of '�+ '-- — — W LN S110111der �L' tug 1 rz), O Depth-oE Fla-1 LN Gutter — at (Fr) 60 W % MdUl of FI(j., (Fr) �' N ( = 1 ( d C N 'r; Q Bypassing Inlet, (C.F.S. 0 i> e1AC Bypassing Inlet AC En1:e.r1jj( CaLCatch- ID 13asln 1,2090 13 ,10 1 1110S pr"()J S6ZP-I,pg (Coe) UOISSE)JOJ WA-C'Q�_NP40.1, SIDIMINM j!AJ q1';XTv?111/ ILI"Y. IiUP ST r I r i E,J PROJECT_ c c.�,��� ,r•�G GUTTER FLOW ANALYSIS I Sheet___of LOCATION. civil engineers planners •surveyors e8tgn DESIGN STORM DATE rofesstonals, Inc. 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Q.. � � � � a � ti cv t� a d chi Q- a- c� r�- t`- �- � �- � .•n � Culvert ' Analysis Oj n (� 03 0 Line 'Segment (Station to Station) 6- b :as� ' ;� 4 N Time to Inlet (mina w Time in Pi 1 I Pipe (min.) 4 Accumulated.-Time ' (min) O C t? o O Al Entering Cotch ' `J v U1 N p -j © Basin Sum of Al in System -4 Rainfall Intengity(in.! O 0 lr1 N O ip , ••a -c. :,� '� CO Q in System (c.f.s.) w Pipe Size & Type -- N N t4 p Length of Pipe (ft) 1 Slope (ft./ft.) , N Average Velocity(f.p.sa N ' w � W Full Capacity (cfs) A Headwater (f t.)FTI ' Ip o 0 1 o o n 0 6 a o 0 0 0 0 0 10 -ON 1904S 1 :Aq pejoag3 .elnoa uMo1 '�a x S 77 O 1 NJIS30 W31SkS 8aMN Ud Line "Segment O (Station to Station) ; b b b o i d o b N Time to Inlet (mina w Time in Pipe (min.) , Accumulated.Time- " O O O ` O _4" O (mina o p d d O I d Q o Al Entering Catch (31 61 Basin _ W w y> M Sum of Al in System W W W Inter -4 Rainfall itY(in.)ii � :Z CD Q in System (c.f.s.) w Pipe Size & Type ' U LIP U O N o G o o p Length of Pipe (ft) o 0 0 o N o o a = Slope (ft./ft) , O' W O G O N Average Velocit f s w Full Capacity (cfs) .p Headwater (f t.) ' b p a b Q o N n CY b Q O G O C} :Aq pejo;;UO e4noU o uMo1 b2 5 `� , NOIS30 W31SAS b M I3 (ts' Line 'Segment 6 �: e y N Q (Station to Station) , s` ` � 4� s N Time to Inlet (mina , W Time in Pipe (min.) ' n _ N W Accumulated -Time, a m (min)oo ' a A I Entering Catch , -- P Basin Sum of Al in System s � W � >a1' cA►. W 10 -4 Rainfall Inten;ity(in/ en Q in System (c.f.s.) cn Pipe Size & Type ' N N O O �J d p Length of Pipe (ft) r~ �. Slope (ff./ft) N Average veiocity(tp.$) w . IDo� o CO W i L4 Full Capacity (cfs) .p Headwater (f t.) ' C Q O is O b o d n O � � N }o nN 1e04S :�tq pelo;UO elnoa -v uMo1 7 -7cv i X N1 7,7 NJIS30 V431SAS OM ' c-w-r , {yt — Line 'Segment QP. (� V v (Station to Station) tp y o N Time to Inlet (mina t $ t t w Time in Pipe (min.) ' r 4 Accumulated Time- (min) ' A I Entering Catch , p t ? p Basin - Sum of Al in System Vi 4— a 6 -4 Rainfall Intenkity(iaAc N - :_I -j (v b SIN � � � � _ � � Q in System (c.f.s.) cD Pipe Size & Type ' U V p Length of Pipe M 6� �, ?+ 'A p o o a o 0 0 0 = Slope (ft./ft)Isv , N Average Velocity(f_p.$) :.c. •,, 'w Full Capacity (cfs) .A Headwater (f t.) ' o o a ¢ o Q O iJ o o a N 'n ;a VN 1 004S :Aq pejo;y0 etnoa uMo1 NJIS30 W31Skg a M is t � �i .,i ;i ^'/'1 F vG e W�7 Z1 2 C 1 ZD.S FT � r � v '�w�T _ /'�oleML `DEPYW Of 7 1 /�/�LDrAa ZO PROJECT .24 L. STORM SEWER DESIGN Sheet—of LOCATION civil engineers planners surveyors eslgn DESIGN STORM DATE 0ofessionals, Inc. (203) 291-8755 DESIGED BY CHECKED BY south. windsor, ct. 06074 9n • iaA "' p u 6 0 s sdld (�}Pa9H d ' (•s•}•o) o 1n � n o ' M 0 to 0 r- ,c c A}loada0 Mo13 I- 3 d N wnwlxalry n vim cq is r- o A113019n rr c� -�: '}- 0 tJ d; to 0 0 --c1tv M �i d 0 eQ 4 4 �a6a.Jany - N c� 0 d 11a �1`1 �Y 9 o IS _0 0 p 4 0 0 dJ 0 9dld }o y}6u91 0 N �� m '� � N � � v � N 0 w Nam 11,1101, 9d�1 put) o o n o a o e e o o ' 9zlS 9did n �n ;n '� N �► in in in va N ;� n N in N ' w9}s�Ss ul Mo13 a `� r �` �' �' 0 CJ 0 0 0 N 0 0 0 0 c� O 0 d U1 D O O A}isuI a}ui �P �0 r ' IIa}uIr)8 d= -r v d - v cn ch Ni ri vr' art' we}shsul r t � p c�n� m o �. pOy }o Lulls ulsag uo}a0 1z' V) r \D 6ul.J9}u3 u a o Ob 0 o 0 0 o g Q — 0 0 — p f p9}n nJnooy � N � o c3 �— ° � 0 � eo � 0 �p �- � ' ulw edldulewll o o `er o o ° 0 0 0 ' uw }9lul o} awll N V1 N 11) 1!} o = �z V) 111 r 0 ap ' •BID 01 •8•0 `r JO N + N N ► fr } S I d o n' �� n > ? �- n- a > >- ti`� 5 1 v v ;, v v n Q v v n .n ' Pipe Segment O Sta. to Sta. = N C.B. to C.B. ' N N Ut uA p FZ (f\ U\ N Time to Inlet (min.) o, � � wwN wWw tj\ 0 0 � W � W Time inPipe W o (min.) U� «� " Q w i`' '� �`' �v d (� Accumulated +r �, 3 �' N w °� Time (min.) AC v �°o o w ° 0Ent ring U 0 a Catch Basin 0 0 �' � .� w o � o Sum of AC c� _ `" — `° P 0 0 o `° UA Q1 in System Rainfall ' cry V( :O N �D N �O �D _ is N �, i' , :J v Intensity (I) W d W O W D N D 0 ' a` w N 0 \ J J O � ,Of Op Flow in system U r' M c.f.s. u� U �; � s u� U U U V, �' +� U► Pipe Size and Type rnNc,� U� Op ' N N a` �' o Length of Pipe (ft.) 0 � 0 G ® 0 ° Sio e �� I vk (r �, W N w _ ft.�ft. tow m ;P m (Aw •o n m n, a, A Average ' a N O N ('A p q0) W velocity c� � � N c� a �, �► ,, -J ft � Maximum p o $ o p P U, v, A.- �, � (AFlow Capacity Head In pipe (ft.) IWI — 0— - w p 0 010 d cn 'n' Value VL090 '10 1106pu11A y nos } 1,9 03>03H0 A8 0301S30 ssce-tsa (coa) .Ou) 'SIDUOISSOJOa 31V0 V4801S NOIS30 's-JoAenans aa9uuold sa99u1Bue p uBISQ nto NOL1V001 —jo—j9eqSj NOISM U3M3S MIMS 103f'Odd 1 PROJECT- STORM SEWER DESIGN Sheet—of ' LOCATION 6oy-m 4JiNc5oP- civil engineers planners surveyors estgn DESIGN STORM to DATE 6115 rofesslonals, Inc. (203) 291-8755 DESIGED BY 55P CHECKED BY south windsor, ct. 06074 ' 8n DA U to � � adld (Uj1 pDaH AjIODdDO mold r �o ►. '� c0 wnwlxolq n AllooloA N 0 { a6Daany %6 b- <r r Z 0% •ti/•�� r a o i S o 9dld 10 41BUO-1 o P11 N `o adV1 puD ' IS az a d Id �, � aN •s.1.D wa}s/ts ulbMold 00 0 N N N � AI)SUalUi n Zn V) IIDIUID8 B, 81 WGIsits ul 0 to V) to ' Ob 10 wnS cn M A .? a UlsDg 1401D0 6Ul.la1U3 o Ob (•Ulw) awls o p9}Dlnwnooyj d= o o M -UI ,a adld uw lewll W ' uw E 1alUl 01 awll N o o N S ' •O'D 01 •9•0JO Q c� v •D1S 01 'D1S It ct # ' powbaS adld >8- IV, n r 1 Ol1TfA��___ M._CATGl1__rJA -t�_ _/J� 37- _..-____ - -U--=- Ct.Z,s� CUSF ZO F'� 37_Fr 1 4 yZ 7.44 3 -- I.'LS (- I,2S�-- - — - ------ ------�s-V5'p�'---7�O-r-`i' o 4_ ---.. %6.3-Twr 413 --1!�,>Qte-- S - -- -?�Arn�.zc� ��=-- .02. 3.86 ___.-o7_FT-^---l_.►�xil --------- 1.25 l.z5 -— -�- ---- .:-..--' USF �5 FT x 10 Fr-- l�loDit?cFD �P'�AP S4t�wA— - - 1 ' DETENTION BASIN � ANALYSIS � I Lo��lA1S. (,(Zp551NC:1 tulGvtiu /�VE_ NEvFtzs R.aAr> ,`avl�iva� �vFNut ,�s��, �Jn-tFesN�•t� Pr�05E� C.�Nr>i-t.iaN s a . Drainage Area : 10.'16acres 'Y b . Composite Coefficient of Runoff ; Impervious Area c=0.90 A= ' Grass and Landscape Area c L+"ZI`1 acres = o.Z:p A= 1,-I'�3 acres E a 0.15 d> U.'L7 AMES - Cavg - ' ACavg C . Time of Concentration Type of Plow Length Slope Velocity Time ' (ft . ) Y. ( ft . /sec . ) (min. ) Overland ' Overland t c 19 MIN. C.UJ TItAL Return Period Intensity ( i ) (years) ( in. /hr . ) ' 2 2.2 10 25 3.S d= Q I Qns 50 4.2 100 5.1 I I 3Z.3 ' d. Peak Rate of Runoff 19MN ss.3 -TI ME Q1 7-90 cFs Q = i (ACa�g) ' Ql0 = M.57 CFs Q25 = 15.05 CF$ 16.266 Cf5 1h NUMher: 15-845 Dste: is -v1 Resin+ Fv— .})P Location- aL'iliH :lr}i3�i:1 !.rrrkpnf V. Y=crlption utt,UtI, I HIl:_�" ------- ------ --- ----------------------------------------------- ' # Design Processionals, lnt. # 165 South Satellite Road I South Windsor, C1 06074 Detention Ha=.in Analysis - NASINA ver,1,0:' --------------------------------------------------------------------------- HAii1 N ANA1 YH l ' ------------------------------------------------------------------------- i ' --I A �-r ! a I Q- -H. p 1= E HpV, Hr= E'oI. ft, _,f, c,f, l 1 1,ti(f / '37 0 554 A tltt 1 .'.(li+ 21?5'2 f.776' a An A denotes teat vnlli "P r,:r,(rlt,Pc. ft, average Pny Ara ? �? a C indicates that vn_i ps_ vF-`e r.nrared t: ..,etr:,,d, levation at base of spillu y: 116,50 itial Pool Elevati':n: lib o ------------------ No, Type Iow,!'.no D,-e rrintIon ' (arc. Orifice I1h,50 It}dm-tot-, Iin, j_ 6,00. urtz tt,rii fM For±mp Pr rit.±- _,... > Lir,�.� fir-_ ?'.t.. .)�a tit-it Slcaii Not Ur-pq ib Number: 95-H45 Date: 4-j4-`ar: 1ietign iiv: JJP Location, SOUTH WINDS0" Checked Gv: Is cription. CULI.1°,ti CRU SING ------------------------------------------------------------------------- ------------------------------------------------------------------------- ' s T Art: !1I H A R firi VA!A - outlet #1 (':Ut)et #2 Uut!et #;: Uutie* to Iotr1 Elev. i11=_.t arge L'.4fhat lo 1115thd7ge l�l r`:%srge �15th roe ' ft. t.f._. C,f.5 t.t.�. !,t.5, t.f.5. 116.50 -- -- -- -- 0,00 117.00 -- - - 0.43 118.00 1.06 1,06 119.00 1.42 - -- - 1.42 ' 120.00 1.70 121.00 122.00 2,i6 12.,),1 -- -- 14.25 122.10 Z,27 21.Ei, -- 2;?,,;1 9b Number: vb-<<IS lbt+ : F-IH-9h lie;il,n Hy: J1P Location: SLUM WINHOR t:heckEd by: scription: COLLINS CRUSSING Storm:2 year ------------------------------------- HASIN ANAL `' SI4 '---------------------------------------------------------------------------1 I NE AND I 'I ! LL1W 1) A iA ime starts at (1,000 tars., time increment, 0,100 Hr. - - E!asefiow is 0.00 cft}. I OHUMPH POINTS i 1 i 3 Y b b V :a 10 . --------------------------------------------------------- Ui 010 2.5 J.o I,,5 1,j (,y /,j 7,' 1.8 6.3 001 4.3 1.8 (i,? 0,0 ti.(1 0,{1 ti,U U,(F (i,t] 0,0 201 0,o 0.0 0.(1 0,() 0.0 0.0 (}.{! 0,(1 0.0 0.0 1) _010 0.0 ti,U 0,0 0.0 0.0 0.0 0.0 O.0 0.0 0I (1.0 0.0 010 0.0 1).0 i),() 0,{1 0,0 (110 0.0 0: 0.0 010 0.0 0.0 0,(] 0.0 ti,(1 ti,(t 0.0 H± 0,0 0.0 U,0 0,11 (.1.0 f},{! 0.0 1).(1 0,(1 of 0.0 0.0 (1,0 0.0 0,() 0.0 OrO I),., 4 'O: 0.0 Oi 0.0 0.0 0,t) o,() !1.0 0,0 0,O 0,it 0,(! O,(1 1201 0.0 0A) 1].(1 (F.0 (i3O f),O 'f,0 (1,(i 0.0 01 0.0 0.0 0.0 U.Q 0.0 0,0 {),(i 0 !r 0,(i 0.0 01 0.0 010 0.0 0,0 (r.n U,() p,(1 (),ti tt,(1 01t1 ]i 0.0 U.0 t],(i IbU: U.0 U. tt.(i U,(i (1.fi f,{I (i,(t ti,(! U.(i (t,(t ii Q.0 0.0 U.(! U,U (},tl ti,tF (I,t) [f,!] 0,U O,o 0.0 O,{) 190" A,(1 0.0 tl,(F 0.0 0.0 t!, ! 0.0 0.0 0.0 0,(i (i,t} iff )i (1.(1 !].0 (1.0 (1,0 (!,O 0.0 cUi 0.0 230! 0.0 Q.o it,(i 0 i 0 (!,(F It lj (1,f1 (!,;t (f,(i 0.0 I 0.0 0.0 0.0 0.() O,(! (! 0.0 0.0 010 01(i 0.(1 0.0 0,0 U.O 0,0 2601 0.0 0.0 (j.0 (1.1) t).0 (1,(F 0,(1 1!,U 0.0 0.0 1I 0.0 0.0 0.0 0.(1 0.!:1 O.0 0.0 0.0 U.0 0.0 1 010 0.0 0.0 (},0 (!.0 (i.(F (i.O tl,O (i.(! 0.0 9011 010 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ,b Number; 9b-b45 }irate; 13 �6 D-i on Hv: JJF Location: SOUM WIN- 111 Chec}ed ray; scription; CU1-Lljd; I HiI:ylr{C; ?;term;' Year ------------------------------------------------------------------------- ?D 8 A S I N. H (1 U } 1 ty U e<; ' Volume Volume Storage Time Inflow uutflow In Uut VvIu 12 Elev, (hrs) (cfs) (cfsl (cf) (cf) (cf) - ----- -------------------------------------------------------------- 0,10. 2.4y (1,IU 4;,' ii'. :}�(! 62 0,20 4.T4 0.40 1u014 li 1MI 116.96 MO 7.48 U,J5 4U5:? .J(1 3i51 11J„t1 U.41) t,4:' 118 118.(?5 F '?1 118.26 4E 0110 71 40 j„?fj 1 _ 4 (1,80 7.:'tJ t.3 M76 I?tt4 I 6.28 1,4;' (1104 "M if r'S 119.(! 1.UO 4,28 1.4E oe,tl 1 1.10 #.7`. 1,41 t:'6u`jt2�1';3 119,i8 _ 1.20 0.67 1.411 �,r 2:113! 4486 1%,44 11' .17 1130 {} 0o I,yr: 50 - 14 .' r 1.40 24250 553E 1871 M.•10 fit! tbia. il' ,tj`t 1 60 0,t)0 1,4`,2 •1 a ,r:'� 41 ?i`i,i?j 1./(! (1.U(} i,41 1.80 0.00 1.:"; 4'jt! 7 •u'a t t t t 11 .'1' 1.9(1 U,()t) 2.00 0.iitl j,.;t, $4zljo " r;t 2,1(1 0,Oti j {i rT ut 0.()(1j.i i u,)f r Wit) {).lid} v .. t -.�r 40 0,t)tr 15:{ ?1}Y Gy •'.:�? (j,(}(I 1._'v ?4?hn .0,oo _ 78 <l�5ti t:477 i tl ,4 P) ii,lhj 7 I.j 3110 (,no 1„'1 7475{I 1,2() iJ,(1[i !.:q) 24,to t4101 '.30 ()190 ?.1'4 24'S(1 14.;14 3.40 0100 1.11 14250 14954 91Ij6 118.31 3,51 ().(i(1 1.1E r425tj 15'14 3.60 0.00 I.iS 157814 yzct tiu ,a 3.70 (1.()(I 1.14 •-4250 Ik 'r,n t =.n 118.2)1 3.80 0.00 1.12 2425u 1E,6(i Jb43 I M P ' 3.90 0.00 1.11 Z4250, 17008 7241 318.14 4.00 0.00 1.10 2425u 17406 6844 118,11 4.10 0.00 1.09 24225'0 1771?13 644 118,09 ' 4,11 1,00 1.08 242 5U 18 11131t 6(161 ?18.04 4.30 0.0o I,U6 t4 ='_I 11's/4 I 118,v1 4.40 0.00 1.02 4r. 0 184j1 �-!T.j. 117.'i3 4.5{) t),(?() (;.?.tj -,cE{). `3_1t - 11 J,'H. ' 4,6t) 0,t1(1 (1,'�(i 114t.41 lb 04 4,8(1 a,o(1 24.':j '`location: SOUIH,VINDS1J1t {1,Arkad 1,y; {rl7tltn; C!It1.1N� 1,1'!1,•i;i11+11i �.- ------------------------------------------------------------------------ 17t,1i!1mp Vol wr,p NtnT;7p Time Inflow Outflow In Mt 11n nme H'eu, . thr=.j Icfs1 !tf=1'- ttfi? tft,1-------- -------------------------------------------------------------- C90 0.00 0175 24250 '`Y'9 :31:?1 W.51 S.QU 0.00 0.70 24Z5H 20 91 345+ 111,44 5.30 (a,ilia U 9 14251 -?alit, F1h4 117.25 111-0 5.B10 TOP 0,43 Y i.`'a 044 tnt 111,}iia 140 (a.Ou /a,.ifa HAD Um MYOU OqA illy b,t0 tl,tyt? {tall c .,`'[? _ _ a .mb Wbu 1aA H ' 11 i adi 11617.4 6.60 Too U.1'y VON V dos z ' � t16J"• Z4YMI yI :? 11b.7U 7.00 Q.Ui1 0.it, 14250 23571 b79 115.W 1.10 U.UU 0.15 5{? r25 b-4 116.67 1.10 0.00 0.13 24250 Mh 5m 11b.bb 1.30 0.00 0.12 ;: %! l5171 52a HEM 7.40 0.00 0.11 24250 HIM 486 116.63 1.50 0.00 0.10 242.50 ,?UO3 441 116.62 1.60 0.00 0.10 24250 2H39 411 116.61 ' 7.7U U.00 0.09 24250 23,9,72 378 116.60 7.80 0AU 0.08 2423) 21°aU2 347 116.59 7.9U U,UU U.07 242bu 731H 32U 11 r:,59 U.U1J 0.00 S 0I 241.5U 2345 14 11608 ' 8.1U 0,00 il.Ub Y42SO LiM 270 M.57 8,20 0,N 0.0b MY) NOU t 249 11b.57 81 a 0.00 {1JA 24VMI idol 229 11b.56 ' 8.40 0.00 0.05 24250 24039 10 116.56 8.69 0.00 0.04 24250 '4Ui1 178 116.55 831 1,11 1,1. ''U "1'.h 1F,l 111,54 LBO 0,UO 0.03 24250 24" 1511 11b.54 SAU Q.UU 0.03 . AU ju 11 13H 11604 9.00 0.00 9.03 242bo 24122 U7 111?,5? ' 9,1 U ' 7.{IU (103 AM 24111 t 17 116.53 9.20 0.00 €103 2425U 24142 MR H b.b 3 9.30 YOU 0102 Moo 2V t l y1 116153 9,41 O.UO !1W 24250 24154 91 116.52 0.02 24 `0 ua 6 34 11b,52 9.60 0.00 0.02 24250 24173 77 116.52 9.70 U.00 0.02 24c' ;4ir 115.52 ' 9.80 0.00 0.02 24211 z 4t!n r: 116.51 Jj Number totatlon: buulH Ull�!I)5L11T h.v: ''U r:pta.on: UULLJNb CklJSu!Ml - • --------------------------------------------------------------------- VI-I1UmG Vr;{lir,c L%Car.P,!'^- Time Inflow WJtTIow n thr,) 1tt51 ! i=.? irt) (M irt) ---------- 9.90 0.00 (!.(11 24.45'.' 10.(10 0.00 4'fn :i `fb.til 10.11) (l,(lo 0,W vs rr 'J J1E `J 10. 0 1).0{) t),(iJ -.s 74 'I 41 116.b1 IU.�O .! 43 ?.{t:,fI j10.40 0.(1(} u.(11 _ =F':? 24110 `i I1b.51 f* KUUTING TEHMINAIH.) F:'ORMA(1.'Y 4;*** Plumber: 'i5-i15 af.^ De=lqn ls;: .i_iP Location: SOPH 'vliuvul k I;ha .gin ,v• llescriotion: Cl1LLIP: ----------- ----- --------- ------------------------- -- -- E3a 1 A .1A ! Y5 t - 5 U iN , A h Y I)i P !' l 1' mum Inflow: WI 'T'c -_7' Q 40 Pa'lTmus lluttlou: I,b [t VIUM 5tnrage: F-4M� [lbic ieet Detention time: 21 Y hours. # ' ,NL!U11N6 IINHIPiriliV mw tti;_'..v 4 4. Sty at 10.49 ------------- In,t Data iil.e: C:\HYDR1J\SA-1 iN\D(\,3S80. t L1utput Device: L':1HYlIaD;N�SIP>;iXi+..N4`.- ,tzt Dint Interval: 9.10 It ti]ri control to Job Number: `9;-i141 hate: ,:: l8 4b Deson BY: JJP Location: SULIIH WINOUV Checked by:... Description: COLLINS 11111111 Storm:lil year --------------------------------------------------------------------------- 8ASIN ANALt` SI5 --------------------------------------------------------------------------- ' TINE AND I N F L 0 W DATA --------------------------------------- ' Time starts at 0.006 hrs., time increment 0.IOC) Hr. Baseflo'rl is O,Ok! r.ts. ' HYDR.UWRA9H, POINTS --------------------------------------------------------------------------- f IU: 6 8 L I<I E { ),r l.rf 30; tl,t) ),+" (l.a 'i3O Q,!i ii.9 U,0 !).0 0.0 Oil) ti.O U,0 0,0 `t} {?.(l 1,it L,` !' it (}j} {} {i i} O (J'O U,U 1Ui Q O ii, } {i,t} t),ll t?.tl U.!) Q.0 u,n 0.0 (1,o U,i} tl.tl U,t_i t),ii ) U,O 0.0 100: Q.0 0 U ).' (1,11 0,0 0,i) U,(i 0.tl t),tl 0.k, 01 Q Q,ti tl,11 0,0 1),1) U. 130; ti3O (},{) (l.!i O,O 11,o O.t' O.ti 01.0 t},!) 0.0 ' 140: t} 0 i),0 (1 150; t' t) O,0 O,i) o'f.) ),O U.4 Ox 0.0 Q.0 0.0 16i?: U.tl ci.t? il.o 0.0 0,0 0.0 _ 110: {.,{) 0.0 010 t) )l o'll (l. 0A 0,0 (110 010 it tl,0 11,0 1),p (1,0 0.0 t9W Q. O.(I t).tl ri3O 0,U 0,(11 ,1,(1 (i, ) i),tl 0.0 JOW 010 tf,(I t?. } 0,Q tl.ti U,t} 11.0 (l,tf 0'() D,t) ' 210; O.0 0.01 O.0 U U ().O U,U 0.(1 O.0 0,0 0.0 2Z0: t1,U t1.tt t),t) il.tl 11,O O,t} t1.0 tI,U t),il ti3O 23U; (1.0 n,(r t).'_) U_ti U.(} O,U 0.0 0.0 0.0 010 ' 240: V.0 0,(1 U.0 U,tl i).0 U.0 U,0 ml (I.0 (110 (I10 0.0 U.0 YbO: 0,0 0,U U.tl U.0 U.0 1),(1 0.0 0.0 1).0 O.O 2101 0.0 0.0 U.0 010 01 0 0.0 O.tl O,0 O,t) 0.0 ' 2,HO: U.(I U.O {I,;} t),t) o'0 1),1) t),n 0.0 1).1) 0.0 2W 0.0 U. O,U U.0 U,U O,0 !},(} 0.0 0.0 0.0 e 1 Location: SUUIN W1N0:uUH (hacked by: Description: (:411 ANS i F I. iNi; Storm:10 year --------------------------------------------------------------------------- 8A61 N HLILI1 1 N (i ' , voILime VoIumP S tora:}a lime inflow Uutflow 1n C!nt. +:'olt+ne Etta, (hrs) (cfs) (cfs) (cf) (cf) (cf (ft.) ------------------- --------------------------------------------------- 0,t7U ij.Utl il,9P O.IU 3.' 1 ;a,it 7r7 ' 0.20 7.94 Ue 58 13 t 1 ..',' 117,Z4 D.3ij 11,91 1 o1 r:h .i ltii`1 11?3,U4 0,40 1119 1ct16l; ;r,l in:o 11813", 0,50 1V 1 ,1 �.`'--.'.ifs ' 1i'. t '),r;; 1t., -11 O,kit lj i 4:; l it.l "G7 tt;ItJ4 tta i! 0,80 ?I%70 1.ou 6181 1. 1.10 '54 1,14 r.'46 1a4;� 120.18 le2U 1.06 1 1.'ti5J14 3 tl lH 12t1,1 1.Al 0.00 1,14 '8`j41 (•+!;1:' 32t+ 12i1,lb 1.0 U.Uo 1.13 3n81 662E 31'a:15 1'231.12 1.50 t1,t3it !,1? 'is'•ut 7'4 t !�(l.W4 ' 1.60 U.tii .71 y�i 3 j /c F �n j 14 120 Qb 1 70 �i (Io 1.11 <r_,11 8483 7it,ra$ 1 0 (13 1.80 O.tiu 1.10 3k u1 9(116 `44HS i 19,99 1.90 0.ot.) I.k's 3H `i 9/04 288117 119,44 2.00 UIUU 1,61 385H1 1t',(18 b 2.13 119,$9 2.10 (1,0(1 l.6b 3 =r81 1(t-07 705 119,84 ' 2.20 0100 1.64 38581 11 0n 27681 1 N.79 2.30 0.0() I.62' 385$i 12U$9 2t4i2 119.74 2.40 0,0u 1.61 se�''t 12�7'2 21':tj9 1113,69 I 2.50 (i,00 1.60 38581 1.3251 25331) 119.65 ' 2.60 0.00 1.5�1 38581 13825 2475'~ 119.60 2.7ii MO 1,57 3tl.L_rHl 14394 41H7 119.55 LAU U.till 1.56 38581 14235;1 23622 119.50 ' 2,90 0 llti i,lr5 H-r11 11`.46 3.U0 7(1 l.'o4 3W181 Ib''13 i2,ti8 11=i,41 3.10 ij,00 1. r:' .-:`r i i bb14 A`-1 I 1 j,37 3.20 0,Utj 1,b1 I I b 8 1 17110 21412 119.32 3.3U Q,ta(1 l,_Ij 3H5i1 17/11 2t1870 119.28 3.40 0.01) 1.48 38581 18248 20334 1N.23 3.50 101UU 1.47 dM :11 11t180 1'iHtll 119.11 ' 3.60 0,00 1.46 38,18 l P3.;U�i 19274 119.14 oo I,4!! ,t:"`t1 I'jP 1 I t-NI 114, 3.80 0.UU .,44 38581 :°t':i''i 182:11 111.(16 3d90 tj,00 1141 3.8 1 (I`it5 1 t11.1 119.01 ' 4,00 tj,tj(i 1.41 38581 21315 11'206 118.97 4.10 0,UU I --ve :3u j81 2i 1'1 16102 118,ti 3 4.20 11, i.3N 385rHi tic--%'' i ;'03 118.89 ' 4,3(I rl,rl(1 u_ vc 4.40 il,0n 1.3` '"rf5P.1 y1 lti2'2(! 1113.91 4.50 (12t111 ?.,34 38", 1 2i'h4'-; 147?7 H8.77 ' 4.60 0 n0 1.32 3>3-jg1 24323 14259 l l$,73 - 4,70 (1.0() 1,3i 3'J` 31 24;'fo 13iH'; 4.80 0,00 1.29 3MP1 25264 133113 118,65 J. lo-c�atic',t: SOUIH WINDSUN rEcke�t ty: -- Rlescriation: ---------------------------------•-- I>.mp Inflow ]litfto..- (n 0 u t b'r,l(imp Hev, thrl lC ;i [f�? lr+r it'.) itf) {fit,l �- ---------------------------- ---------- ------ . 4,90 f1,00 ),t8 y 1-41 t;'4" litt,f l f?() ?,.,a ' b.40 f),(it) 5.60 {),(al) ,1'j 3n_i R `1;, f 171,m 1 18 5 S,aFi nt?, t) 1.16 45Q! ' b7 u;): } �19 it I 6.'10 i'Oo 1 14 ?8`t41 6,10 il,Ot c` ff iji h,:'U p,0i) I.? ? "-51 t ', ti! f-.Hi1 1181?i 6.4() is,t![? 1.f11 4541 It?L -AN I)KOP h,E,i) ?q 1I4,(ii 6.bi} 0,(0 0."jb �i1 ;6i4 4'46i 111.t,4 6,40 1),(}t) it,if) 7100 p,00 1).85 :147H1 4:316 117.67 R}.00 1.20 0.00 0.75 1 ;;4H4 $14V 117,51 i) 1 00 t ?8.) .-, (1 f.t( t..t J,11 _1.4 41f �4 7.4iJ iJ,I>t? t),bt iHI flij f},t,: hi{1 111.; 1 7.bo U.W) ().]':) _838i U;':f}l -Z7..•"� 217.25 7.10 U.Oil 0.11) 7.80 iJ.U)J ).52, =1s531 t`'}1 ;r{0 117,14 S.iJU l).(m 0,4, -::a41 '1554 2i1:7 11?.tt; 8.10I17,0) ' 8.20 0.00 0.40 3 8141 f:455 1716 116.96 8.30 8,40 0 Qu 0,34 '48541 '=13fa R4 116 814 8. ) t).or tl,:;i 4h y,I{) 0.1110 t',;"t:, i`'i 47 II ' H R) ().Of) f1,74 41;p? 1 4:; t),y 116"'! `j.f}0 U.fafi 1 '3i7�1;; ;a7t 116.74 9.10 uL ir,, :N '3.40 p,W.) f!,47 i,4I El it 116.67 9.5ii f). HI '± il" f).;}ft (1 iq Ih.t;' l.rr[ation blIll14 Wlt OSUN :r,nrj Prt Lly liFSCrlDlior". I:1i!_?.!N. Ii" ------- ----------------- ------- ----------------------------- Time 1nf!ny li!!`fIrow It) It!!+ 11 1?tme ----- ---- ---t--------r-------- ----- ---- --------------------'N,'jtl-----'}.`1tr :11'4 1U.2U 7,Otl o',')1 ' 10.4U tt,(I+; U-U(I 3H`81 1U.5U tl,!1) p.uh i`;t l ' '1 /MI 116._r/ 10.60 Q.11() 0,0.1 (1,IN (1,1)1 U,on [S,tiS a`f=i11 3 5 i' ? llh,�`1 1!),jU U.11t) tl,V4 3r.".•N1 U l i' 11 b.;,1 11.00 0. (1,04 1 1 (441r' lh4 116. 4 ll.11l ti,ti[i 41 r'N '1 '4 :it1 1`�1 116,54 11.20 0100 0 u), 3 1 384141 13'j 11h,"14 11.30 U.[ltl U.[?;i 11.40 0,0() (S.0 :IM41 3841S4 118 11b,b 11.50 t},t}(! if !;; S;ji 1 u i i OF 116.•`_' 11.60 (),(u) 1),02 3?1-81 °4 '•' 98 llis,`r3 11.�(? t),t,lt) (!,i?.' ;ip`:�(1 ';rc`a'i 4'; -• 11f±,`:^ 11,81) it,(Itf ti (u R`N1 - ji (t4 #1f 12.00 t),fit) 1:1,1!'' :'r'.5{! 54`1U !1 11F,. -' - 12.1(). 0,()(1 12.'•'.tl O,1)(? rt,O1. 12,3u (l.(IU i1,01 Ai"1741 :f:=rYb li.4q tf,,lt) 0, 11 3Nd8."Af) 1 llb.)l 14 41 11h.51 EMU 0,m) b.fil 7;;Et 1 ,' 3y 4 116. I 12.10 i),go 11,91 $±$ #S Nliliiln?y ,;ri +i8!j ti .x€�c Location: SUUIH hl;;dl't UH I:ypCkPr1 ,,. Description: L: u-1;vti CkUyyl ii; ---------------------------------- U m M A R Y O r i t P f r T % i I N. Maximum inn ow; i2.5 rfiy at. 0.411 t,rs. Maximum Llnttinw; i.I rts st 1.. � ' .S 1 i pit, at F+aVdXl,; ,:il! I- tcct, Stop at --------------- ' Inout Oat,; File; + ili 4Aijii ilp a`Is:i a ltUtpilL faJlCe: ;;,ku'j[f4illHn 1F!kIk;;�?j1 ,jutoUt 1*lfierV?l: "1.j1i iteration Cont rinI ?ntpr Va 0 :Job Number: -Ha;, n -ti= 0e;1on Hv: JJN Location: SLIU1H WINIsO4 Checked bv: Description: CULLINb ukuSsffib Storm:tb year -- - -------------- ----------------------------------------------------- 8ASIN AINALYSIS ---------------------------------------------------------.------------------ ' 1IMY AN1) 1r: 1: L (IW 1) AfA --------------------------------------- Time starts at U.U()tl rirs„ time incremient 0,1ou 4 , Hasetlow is U,t?t) rt , ' HYDRUHAYH PUINiS 10 --------------------------------------------------------------------------- ' U U.0 4.4 4,n , `.! i';.? 14 H i;'.0 10; M.( 3,4 1, t1..? t?.0 t?,t1 0, Uf!} U,(I 41)s f?.fl U.f1 tl,(fn (l 0 0 1,,) i-_it SU; (I,il il,(i (i,il {'.1! O,(I (?,!' t1.t? !.?i Al U,t) 0.0 t3,ii t),U (t.t"i t! r, ,) 0E).U i, 0.tl fi,il (1,(! yU; U,(1 ().?) !, ) f3 ' 1110 i U.U (11 U 0,U 3,U t),f) tl.t? t3 ti f) 1 O.U U,U I1U1 t?.0 t?,f? ti tl,U _ 13U# 0.0 U,p U,i) 0,0 0,0 cf.o tl,U (1,(1 U.0 0,0 140; U.t! U.t! t.?.0 t7.U 0 ti 1bUi t1.0 0.0 (f,('' U,() U. (l,t1 (3,ti f},() (?,t? lht?i U,f! ii,il U,t) t1.0 o,o U,if 13,fi ' 170i !f,t1 U,(? !i,it tl,fl It,'7 ii f! 1,U tl,ll i. . U.0 (1 0 0 t) I`JUi U.t! 1).0 (I,f) f .t3 (),1! U,() U,0 t),(1 ff,() 0 0 ' 2ULI; rj.11 {!,U (!,,`) f',(1 Q.0 G.0 tl.t) Z!U U,f1 t1.t1 U,(1 fi,tl {!,{i f,tt U,i1 U.f! 0.0 (?.0 '220; U,t! i1.17 i,sl t3.(! t3,i! il,t i (1 (!,ft !,(1 i_3,0 Y3t?i tj,U U,U n,tf i1,t} (3,(1 f?,i; p,t3 t),o fl,fl (?,tl ll,t3 (!,U il, t:.0 f),i7 U.0 o.0 ' 270; 0.0 0,0 (1.0 It,0 n.tl () t ',ti 28u: If,0 (!,f! tin il.t! t!, , t;,u U,U L`JU; ti.0 u.0 U,il (1,i! t),t) i!,U >?,+? tl,if t1,U U.i7 Job Number'. n-80 1}eslnr, Hy: Location. -bOlJFH WINUSOP, ' Description: 1:11LL1NS f;Ht1SSJN.b "+tnrm:25 year------- ' Volume Volume Storage Time In#taw u,ittlow in Out VoJlimp Elgv. ' WSJ (cfs) (cfs) (t:t)- -----(cf)----- - (cf) (ft.) ----------------------------------- - --------------------- O.UO U,UU U.UO (} t) 0 11 b,5() U.10 4,?b t),Ij 8bb 24 84'i 116,73 ' U.2U 9.53 0,67 3446 17? 4'F'4 1111;8 0.30 14.2j 1,11 71'42 <<]? 1725 11H,14 1,40 15,U8 1,26 13030 113 121181 1IH,54 ' 0.50 15,(}8 l.a(} :�4£:'4 ?a '. 17u?7 11H,9b (11,60 1'i.08 1152 •J'HM 194-4 2 14 9 0.70 11h.tjE I.t3 i:'1�1i `11 Z6?t'? 11✓,1? ' 0.80 14.84 110j "4iuG t `i i5?i 1su,ltt o '0 11,j l.t=: } 7S7 .,-3110 1,00 H,l;1 440` 38145 I '0,0 1,10 3.11 1,11 451`ir b3 IlO,iS ' 1,20 1.v-1 1."14 46tbb ,'1! 4f„i t'10.55 I.A0 (),(10 1,44 4L 4" Sitii '1 11i 120.54 1.40 (too 1,:t:': 4k 4r: 04` 31 9'r44 11t1,51 ;. 1f 4r ',? 1104 +4} 4 120,41 I.btl U,tJU 1 4 .�,. 3N31 111).y4 ().n() 1,Ht1 4F ?1 "(,;:•`. ?s~7 120.40 1.80 (1.t1u ?.N 4 /92 J6; 36639 1''U.31 1.90 U.(it} 1,?t »F"7L I F.'=K yiT` 2.00 0.01) 1.18 4`: ' e.' lq 3 H i354 1,'.t1,30 2,10 O,Ut1 1,1i r'9' 11:It :4 1+ 120,21 ' 2.2U 01Rl I.7b 4b it "211 14082 120._14 () 0100 ' 1 yr.- 1 1 2.40 0.UO 1,14 46292 13411 32821 126.17 2,50 0100 1.7:+ 4h292 1+l()`'•' 321j 120.14 2.60 0,OU 1.13 4b292 14120 120.10 2.70 O.UU i.i"2 46;rj1 1:`.:4() 30j52 120.U1 Mu 0.09 i,/1 4699 15y`=t 12(1.04 ' f.90 (1.i+0 1,10 wE '8:'- ru11 "lit I 'U,01 3,v0 O,t)tJ 1,b4 4b_i2 111)-),' 1'IIII 119.16 3,10 O,UO I.i:u -.162'a2 ON) ;:1.,05 I1`4."al ' 3.2U (1,()tt I.E:b 4619i.' 1?zj-p14 t4UJ 111.86 3130 0.ut) 1.b5 462112 18983 2 1?Oj 10.111 3.40 0.(10 1.63 4,2j2 114574 26111 114.76 315'U} O.UO i.62 4b:'JJ {".)1`,'! 6LL13.,4 119.11 ' 3,60 t)vtl'c.l 1.bt 4bT if1�4 t) L�a7JL INS/ 3,7(1 Mu1.49 46242 `_11 249 11j.62 3.80 0.UQ 1.68 46292 21887 24406 1111,SI 13.90 (1,UO I„l1 411,292 :t'1453 23839 119.52 ' 4.00 0.00 1.5h 46292 23015 23278 itj.48 4.10 (1,0(1 1,'114 461?t` 23511 1'121 1V1.43 4.20 Q.UO I.,`_t3 46M 24124 .7169 1N.38 4,30 t1,00 1,?1 4b192 (4bi1 YIn'1.1 I19.:44 4.4U O.Ot) 1,50 4b'l Y`214 21O{H 11'a.'2j 4.50 0.00 1.49 4 :j?,; Al"Al) 119.25 ' 4.60 O,OU 1,48 46242 2628/ AM06 119.20 4.70 0.00 1.0, 46292 26816 1906 119.1b 4.80 0.UU 1.45 46292 21341 18951 119.12 Job Number: 95-845 elate: b-1 +-16 Uws,nn BY: JJP Location: SOUTH WINDSOR Cheaed by: ' Descriptinn: COMP1.4, CPVI- I!oi --------------- --- --------------------------•--------------------- o 1 mnr VrlI vrr tnraap lime 1n1low outf.r''j irj Jn 11iRP FIP J, ' (hr5) (Ori i0 r! ;ft) Irj' (0) (ft. i -------------------------------------------------------------------- 4,yt) i}-00 1,14 t,/4.1 t,1iO 0.00 1 }h i? t 'y14 11'4,O:3 ah 4 ti 1'4tt" 11H.,'9 t(1 Lmi i.. r,41 1Ft,ai' {tit j 7 ,yak 11y,r{h b bo U.(iil 1 .n 3hr.'q:) !i' n i;,ati{} 5,b0' (t,00 ►.11 4br',' I.X/0 14'122 118,/8 :11i 1 aF' ;'? r 1444 4h; 14F.1 113.7{i 4K!4 34'y7 11 y.bb 118.62 6.10 0,(111 i. 4F�'-:, 6.A) ()10 1.2b 46-,'J:' 3417:i 1211 D '118.55 b. :(1 (1,U0 1,74 41- :'.�F:`_: 11661 118,51 ' 6,0 ti,00 1,;';ti 4b 31171, 119 118.47 6,50 (),(19 1,j 461.;' ;t 5 i j j(1782 118,44 6.60 „11 117'i :35`446 1(,`346 118,40 30 `91 118.36 b, (! i),()i) 1.1 N ;6hiS4 y4�9 1 I3.:33 6,9i1 ry,nsl 1>i7 4b7'�< ;,7;i`b "(ib7 118.;'.9 ' 7 ov milt) 1.1 1 46. Yr ,41f4.3 bb4'1 118.26 1 lt) i},KI 1.14 4L '381156 KL =6 11y.22 1,P) 9.00 1.1' 4bTi. 384*,4 1828 118.19 1 o'vo I :' j84 h s 1414 I18.lb 7.0 Q,G() 1,l1 u� 3926)3 7tJ14 118.12 7 5() O,Oo I.i!'j 4E i, S'af+b4 bb2W 118.09 7.60 r3,t)() 1,(1N 46'2'.�;' 4()1)55 b-"M 118,06 46'e"4J 4(}44:2 51351 1181()3 7.80 tj,q(,I 1.0 4b""!2 408214 5468 111.98 7,yi) 0,110 11,y'i w{<"?y;: 4119} 5l():i 117,H8 8,(i(1 0,()U 11,');1 4b:"i' 411:14 41111 111,19 ' 81111 11111() (},hl 4 6L": 4iwi 443ti 117110 8,'2u {1,UU t},K 461. 4Ab1 4131 117,62 8.30 U.UG . 444i 1 11.54I ; ' 8.40 o"jo U,7[ 46Tq` 4`11?6 3516 117.47 8,5(} (1,()t) 1},(,u 46,''1:? 47 3 23 117.40 8.60 0.()(1 (),b4 461'�_ 4321}7 3085 117.33 8.7(1 (1,1)(i (1 fI0 462y1 4?4,41 21361 117.27 8.80 0.00 4 5' 43+301 2651 117.22 B.i5o 01 01) (I,53 46"92 4,839 24?3 117.16 3.1)) 0.91) ().bu 4i,t9 44(j26 :?' ,7 111,11 a ' 9 1(} 11,(1(t t1,4i 4ht 44201 /i1`92 11.1•0"? Ii.n (.oq (1,44 46M:,' 441 Y t921 117.()2 11,1!{1 (l, l h'r'i',' 4.` ;1 117'. 111%, 6 j 40 (I.ou () `:Y 4r.y:' 441 b' tb3{) t i6. 14 y .`}11 (i,it,() o'lib. 4b; '.' 44 N i 44. 116191 9.b() 0.1111 U"C" 4b - 44'4►4 j;?1 114.NI 1,11) 11-911 t).:;:i 4h1ur 1tiLY4 i ',�i 114,84 ' 9.8() t),{l(1 1). °7 4h :1C 4 1:F. 11Ib 11E.732 Job Number: 5-fi4 Late: b-IB-'- , ties,rn by: nP Location: 'SULITH WINOSl1R Checked by:... Description: C!1{11P3 --------------------------------------------------------------------------- Vnlmme VC,lrtme ' trr:zne Time inflow 1,r.ttflow Ie C!'!t Vnitme Flev, ' (firs) tctcl-----(cf5)-----!c;)- r.-+r t,F} t -----p----------- ------------------------------tt-j---- 1 t 17 i 9 fU.{Rl (},'!t' 4<<`2, `20S IE 11t.�1 I0,10 n,Oo ;1 3 y(}l 11fi 15. 10.2o 0,t)ti (1,1� 4`4nu d 11r,73 1 U>3o tf_t!t) i):7,6 /0 116111 10.40 t) !t1 is 3 c+Hr 105 116.59 10.5{; 4 44lIh.68 10.60 i),oo it,14 i`!1 11(,66 ' I{i.it) ti (!0 !!'1.1 df Pi- 4tr..<? .,44 llb.h5 10180 n im 64 0.10 4b 5 a t0h5 ' r 116.F2 11 4LVI0 {)l II6.61 11.20 0.1110 {),03 462i2 4S`a1 361 116.60 11.30 O O o,08 4E All 155bi) <431 11b,59 11.40 0,(.to 0,t?1 44L92 0T. 305 I1b,58 11.50 O.UO t},U. 4b.-ji! 4 El 0 Y i01 I I b.S8 11,b0 U.oP 1}.Ob - 4b292 46u::;4 t58 1161)7 ,.1 116,56 11.80 O r)t! 0.0:r 46't9Z 46()14 218 11F.56 11.90 0,t?0 O,ot+ 4hi'{f 46(!';'. 201 116,55 12.im 0.00 0.04 46232 4610 185 116.55 l'1.10 [),{),) 0,114 ;FPI? 4F.I- 1f! 1161M 12.20 ;).!ti v.u4 4E• j' 4E, 15b 1Ifi.54 IY,30 0.00 it.tV� 4-;4; ' 12.4o t) ov it,i)3 4t i`,`! t:j2 1Ib.`i4 121.Y) n !;n 0,itq,'3 12.At 0 Itt) n,ov 4i 1 +.) 10_ 121,8ti n.!rO ); tt-� 4 _j 4 !' 94 tIE `_,:j 11,00 0.QO 0,Q ctt'1' 4h21'' ll{! 11t,52 ' 1 ,1L} 1J,"Ito !.t!'i ::r 1? t '1 1:3,20 0.00 tt,t1" 4h'�I 4F_,L2`; r,8 1>rs.SL ' 14.40 0.OU o'�11 4 '.' 4f j 5 5 j 116,52 IMO 010L! o,t!1 4; 4: 4h1411 13.60 0.ti0 0.0's 46292 4S244 48 116.51 13.10 0.00 u.o1. abwq 4,Zq t 44 11b.51 ' 13.80 0,00 0101 46ZV2 4625, 41 116.51 13.90 {1100 Oro) 462 42 dQ55 tN 1IE:,tl *±x** ROUTINN TERMINATED e1.1RMALLY + tsl Jab N',!mber: yb-�0 Oars t-i -yF, lrC rn N: J.jE Location: SUU1H WINDSON Uhecked by: Description: 1,"l!!l O: 1:1,11. jtlh - tt N L iii A F•! N I LL c��Yc qq M it N R Y o-, n Y R J l l !1 N - Maximum Inflow: 1".i tts at V.40 hrs. Maximum Uutf lnw; 1. Et; at 1.1 t +rs. ' Maximum Storane; 4a:0 rubi.t tact p* 'revA ting j j! -7 tmpt. Getentlan tlm,Pe {.� nc;r ,'f t RL1[I Idle ! R M I l gr? A. i_y €4€Y€ 'tap At lnput Data rlie l°1HY!J !Jlrih�Jn; 1 !1<,_g, ,o T t!utput Device: Output interval: 0.10 Iteration control interval: 1!f Job Nqmber: 'a5-80 Vate: 6-it+-94; Uesion by: ,IJP 'Location: HU)H WINvISOR Chocked by: Uescripti.on: COL LiN,S CRU5:71mj -----Storm:50 year --------------------------------------------------- ----------------- IRA61N ANA ( Y91 .9 -------------------'-I---------------- - AND Its 'FLOW DATA ------------- -------------------------- Time starts at 0.000 hrs,, time i:ncrenent U.I(t) Hr. Baseflow is U,UU rts, HYUROGRAPH POINtS ! 1 2 3 4 5 6 J H 9 10 -----------------------••- ' U1 U.(! ti„1 IU,i IE,(1 .-.9 ib.9 11•1Y 16. lb.b 13.4 10: 9.1 i,r 1.4 0.0 0,U 0.(a (1,t1 (j,t} U,0 0.0 20: 0.0 U.0 m U.O 0.0 0,0 010 U,U U,U 0.0 ' 30: 0.0 0.0 U.(1 (.i,U U.0 0.0 i3,(1 U.0 O.0 0.0 401 0.0 0.0 O,U U,U U.0 U.0 11,(1 (),0 U.0 0.0 501 0.0 U.0 U.p U.0 U.0 o,0 U,U U,C) U.0 (},U �0i (1.(1 U.(} fl,() t),i) [),() (!,{) il,(l C).{! U.0 (1,U ' 70: (1,U 0.0 0.0 U.0 U,U U.1) t),ti {),(i U.0 0.0 1I0: U.(1 (1.0 ti,(1 (!.0 U.0 U.0 (),U V. U.0 '301 U,U 0.0 U.U U,0 U,(1 U.0 U,C) 0.0 0.0 0.0 IUO,' 0.0 0.t) U.tl U,U 1i.0 t!,() (l.P U,O ti.0 O,U 110: 0.0 0.0 (!.0 (),U 0,)! n U U,tl o,i) U.0 U.U i7U: 0.0 U,O i),(1 1!,0 0,(1 (),U 1301 U.U U.U U: (! 010 0.0 0.0 ' 14U1 tl.0 U,U U.tl (1,U (1,(1 (i,t,' U,(l 11,U (l.0 U,t) 150: 0.0 0,0 0,U 0.0 0,0 U.0 0,t! 0,U 0.0 010 1601 0.0 0.0 0,U (),U t).() 0,U n_tl t!,() ii.0 0.0 1701 0,0 U.0 (!.0 0,(} O.O 11,0 0,1) U.0 (}.0 0.0 180: U.0 U.a U, l i (1 i (1 ) ;t t.. t.. (,tl ,l,(1 U,(1 0.0 U,0 1901 0.0 O,U U,) (}.0 (1,0 O,U 0.0 U.(1 (1.(E 0.0 2001 0.0 U.0 0.0 U,tl (1,() 0.0 (),() 0,i} 010 0.0 210: 0.0 0.0 U.t.) U.0 U.0 (1.0 010 O.0 0.0 0.0 2210: 0.0 0.0 (l,t) O,U (11 0 0,(.1 0.0 (l,a 0.0 0.0 2301 U.0 U,0 U.t1 (}.0 O.0 0.0 0.0 0.0 0.0 0.0 2401 0.() U.0 0.0 0.(1 (!.0 0,U U,U U.(1 010 U. 2501 0,0 0.0 (),u 0.0 U.tl O.0 O,U U.0 0.0 0.0 2,60: o.U U,U U.U U,(} 0.0 0.11 0.(1 (1,U U.U 0.0 Z701 0.0 0.0 U,U U.O (1,0 010 U U U Q U.O 0.0 2HO! (1.0 U,t1 U,t7 il,(} (!.(1 !1,tl f1 m (I (1 (1.0 0.0 290: 0.0 U,(i i},() U,U U, t1.0 0,+) u,(} (1.(1 U,U S r . Job Number: Vesign Fy: JJr, Location: SUlJfH WINUSUR :'hprkpd by: -0 vaar --------------------------------------------------------------------------- vo I wmp v (hrsi 11cfC.3) frts) (C+f ff-T! (ftli -------------------------------------------------------------- --------- U.00 0,1 4. 11h, 0.20 0 6b fl.M Fib I I/,49 Mu 1 b 9'1 1,14 J.. , H I Q It U.40 1 to,48 1 4'?"' '1-.4 m, 'JI bu 16.148 1,46 9, 0.60 16.88 1.59 2673 2041 2W14 11'j.b 4 0.70 16.48 1.11 32812 2635 3017 120.03 0.80 16.61 1.78 38840 3262 35577 120.31 0.90 13.41 1.84 4423H 39 14 4 O'.j*2 3 120,56 1.00 1.15 1188 4 82?1 4 3-8 k 4 120.74 1.10 3.82 1.111 50616 5269 45347 120.83 1.20 1.42 1.91 51555 5156 45599 120.84 1.30 '0.011 1,y0 51808 6643 45165 120.82 1.40 0.0 1190 51808 7321 44481 120.78 1.50 0.00 1.811 b I P(I P, 4 311.10 0 120.74 1160 01 vu 1.88 51808 B-1185 43123 1210,71 1.70 fr,00 I.H 1 5110t 35rj 42441 120.67 1.80 0.00 1,81i 518U8 10030 4117.9. 120.64 1.90 (?,till I 1 8 R 1%48 41110 120.Eo 2.00 fl).(R) 1,84 51 bm-� 11,116.11 411445 120.57 2.10 8 blHtiy 0 2 4 Tj i e.;, 4.2u VI(K) 1183 :11808 126831 Tj 125 1 2u.o 2.310 :.),()i 1 1.82 b I P,oH i 3 3 31 P 120.47 2.40 UI OU 1181 IS i 808 13991 3 120.431 2.50 0.00 1.80 51 Flub, 1 lb.f 120.40 ' 2.60 0,00 1.79 51 BuH 15286, 2k59 I 120,36 2.70 0100 1,)8 8(.)p Sqj(l - 35878 120,33 2,80 0.U0 1,17 518U4 16510 3523H 120.3o 2.90 0 1 00 1d7 51808 10(1 Ol 120. ou 0.ou 1.P, 51808 11841 33967 120.2'3 3.10 Q.OU i.i 5 51808 18412 33335 120,2U 3.20 U.00 l./4 5 180 1 13 1 U,i 3210/ 120.16 3.30 0.00 1.73 511?4 I Mb 32082 120.13 .3.40 0100 1,]) 51808 20348 31459 120,10 1,51 0,11 1-2, 51,OH ':OP,41 1'0,1, 3.60 MO 1.71 51808 21584 A1224 120.03 3.7Cl ti,00 1,10 L I?,(Iq 296 1210.00 12 .,- 112198 Mu 0,00 1.614 51808 22897 2'3O(M.) 119.95 4 U, i 9.110 3.1A 4.00 0,00 I w - ()i 2, 21196 119.85 4.10 U I vo 1,64 DL 2 7 2v I 119,40 1.84 5 1 8QH, 4 26 5 12, 119175 4.40 0.0o 1.6u 518" A360 2540 1 -�Y 4.bO 0.On 9 24472 119.6,1 4.60 0100 1.5H 7 '91808 MO t),00 I I-`b "I t 8 0 81 ILI 4.80 V.00 5 i Vx '28631 23176 119.47 Job Plumber: jL-b45 Mats: ',-Ir-jh Llesien by: <i_1f' Location: SOUTH WIND SON lAecked Description: CULLIN:. uussm ------------------------------------- Valurle Volume tor-aoe Time Inflow Outflow In Out Volume Fiev. -(hrs) (cfs) (05) (0) tct3 icfl (ft.) ---------------------- 4,0 (l.ot) 1>54 5180-H 29147 _2610 11'3.42 ' 5.00 0,00 1.53 518ud 2,j13,1 22061 11`1.38 5.1 ) U,00 1,51 I t3U,i 3Ui'H5 215.'! 119.33 5.2t1 I1,00 1.;t: 51RoH 30.x 2t}'3b'(1 I113,24 5,-'SU (1,60 1,0 1RllV _i1;�F_ 1144= ?1 .24 5,41) ;?<t1(1 ?,41 11808 31898 113309 119.20 5.bti 0,1111 L t 18856 119,11 5,111 (I,ou 1,44 1 U1)H T44 11 143;3h 119.06 5,BI) 0,ot1 1,4:I J14114 ,, 1t8" 1 11j,t?Z 5,10 !.t ? 1.41 ;}hi,u t444 1'-'1() 114>98 _ b,tu? Q.(u1 1.0 511tttu 35t?t14 162104 118.94 b.10 it.ott i,:'; 1?+tru ;L-,it.} ]r,,t4 118.90 t r t -1 e ��, 6.2? l,t:tl 1.�! ,18(?:, ._�3�! 158ti`3 118.85 6,3(' tt,ou 1.35 14t?r : :41 1` ?18.81 ' 6.40 1),on ;1804 "` i' 14?35 118.77 6,50 il,t)0 1.K ?iN!Uu 1C'" 11N,1:3 6,60 0.ou i"I 518(1F :I`i-Zt 138f1' 118.b9 ' b,70 tt.tt(i 5i4'.-?t 343'3 13412 113.b5 6.80 (1,ou t'r' ;}1it?„ 3;4_r3 12948 118.61 6,'att 0,t1t? i,2i : t.ht)H J93} 12 4n9 Iis ,58 1.00 t?,on 397ix lltl:{` 1111. i4 1.2t? t'.t?? }, hf.11 11)h '1142 118.41 1,A) 11}1, i;i1i? 1'H,43 1 40 U,tltl I.2t) +at}? !I.A7 119,314 5K" iln,3`, 413'{H, 8411 118,32 1.1it1 t!,t?tl I,15 5}Ntt 432:34 8514 Iit!.?5 1 tj t',00 14 f! L i ,300 t: I?t' 1,Id -1ti 44i1`n: 1l7,14 }11',?8 ' 8.19 01tlu 1.11 1 sil:: 44 ,1 i`l 118.15 4,'U (t.OU l,09 518(lP. ? '511 h551 114,u8 ' 8.4t? p,tit) l,0 51808 45641 6 1 b 1 118.t15 8.50 0 ii1% l.t!;' :�1};ou 4bt%11 781 11N.Cl2 U.b0 0.UU t.t14 ;HOU 4640 5400 8.ltl @.utl U.'3j -?Hi?y 4b/c,'1 -t1iB 1111.86 8.80 0,00 0.92 51808 47109 4698 117.77 8.j0 0,0 0.86 51801± 474; i 431 j 111,68 j.00 0100 (1,81 51808 41136 4078 117.60 °9.10 OAU u,16 51808 4801'? 31'35 111.53 9.20 0.0t! 1, 518(?9 49273 3529 117.45 tit) 0.0 b I RIH 48529 c1 9 111.313 9.40 u,00 11,63 514u3 18it4 "104:3 1I7.3't 50 0100 t?,ho itlftt4 44QH%,I -M }I1,ih 9.0 0100 0.56 518tr8 4'`1194 1614 111.'1 '4,11t t?.iitt (l,y' 711 Nl? - :t1 t i t y '�34 Ott tt iit (s>:=r',` f st i! 'f•351,i . ?11,1t0 Job Njlmtta'; `1`-ji4`r Li. tc; b-1t 'ib fte,tnn Bv: ,Ip Location, S11111t# Checked bv: 1?e;eriptlnr;; `-------------------------------- --------t-------------------------------- t(me ie..'tr.e vtorage Lime Intlnw 11ottlrf.l 1n Out 11nlame EIev, rtF,l (1191 trtfIrt? Iifl (tt ------- ,l Ob ' 1!),Ok1 (1,(?!1 0,44 518() 4T4iyi t898 1}1,(?1 ?i,4; 5} +U i :"(?ham !746 l 16.91 l(?.i(? U,+,tli ' ;fIH(1li j'i'?:? Ib{lb Ii yt 10.40 0,00 3 -ti18!?y 1,.4.1 t1b. 4 10.b0 9,0(f t18 .f,:.,-, 1148 116.81 IO.i(1 tl.0I1 t1 i4 +tKl,:i ivl .u_, yr? ilb /+r , 11b,/0 It.A: mo o'It, ,I :+b +it.' . 4, 11 h,b'i b41 1 tl 311 4 11 b.b3 llb,bt 11.80 0,0l; 0 1.0 ilHU6 513:3i 420 116.61 lI.90 U.(?(I 0,014 `,l:(18 714? 1411! 1I6.bU 12.00 0100 u„l'q titer.+ ti14�2 355 1lb,blt 12.10 i1,(JU (?,;t11 -,lutlu 1441 „'i 116.59 12.2U 0IliQ p,0/ `:t808 AV/ 301 116.58 is. 0 U.(?0 t?,Ob 51808 tl .1l 276 IIb.S/ 12,4U U.OU 0.06 518(t8 S15t):3 254 116.51 12.5U U,U1? 0.05 bHRM 515/4 Y34 llb.5b 12.6U 0,00 0.Of 518l18 51 ,'i3 215 1 6.56 tt(? O.Vb j t it)8 p,lrU (1,04 518U8 5ih'S 182 116.55 12,90 U.II() (?,(?4 iI':�,08 11b4t1 161 1Ib.55 13.01) 0.(?() (1,t?4 l PIN 51 W`4 154 I l b.54 ' I3,70 (?.(?V t! O:i 51Hyx blhbill 141 1]b.54 1:i,LU t?,na 0 03 :,}ule, 5tbi8 IN 1IM4 I"1.;;(1 0,11U O,wi `•?4is'i t?},xl 1 'p 116,53 ' 1 �!i 51�9° IIO 116.53 1,;.`al 1),t?(! tf li't}? _� t+?h ?f)t ]}E,=;i 13,b1) O,OU i?.W, bIH98 1.5 713 11b.5:3 14,(10 U iK) o'ol, ;+ :ijN =1/4 i 67 }16.Si 14,10 (1,po t},ll} I H..'?4 ` u : bl 1?b.52 ' 14,2-10 r?,(!!i pall 51KOI? S i 151 56 116,52 14,3(? U,OU ?ll `18(i; iI `:t. 52 ??h,51 14.49 U.U(? !1,01 51AOl _!7t,ti 48 t1b.51 14,56 0.(1t? t1,!lI 5lH'Y4 j11•4 44 1I6,5] _ 14,60 p,("0 9,111 5180ti 5176/ 40 116,5I ' ft# ttt]t]I 1 gs !EHN1fIra;61 P.1j?Pk {s y �r?lftf Job NAMPY: Location, 301-11H WINUyt1H t: arkeri by: -- ' Uesrri pt I on: UW l N!!" t:!ti!,`:I M!i --------------------------------------------------------------------------- 4 A N t !! r * � � Y +�t• ti r � tt A ! � t� �. ------------- ' (iakl@Rid Inflow: l.F,`j ri=. .It Q 41 D:'=. maY1@Uti titsttlou, l,'4 r-iq ' Maximum 5tora0e: 4bbll rUbir fect Detention r..i me, HUUSINU fcPM'NA(ki! NljjRtAl!Y *4*** ' stop at 14,13 Input Data Fi 1p, i:: UUtpot DRY,[P_ U:iHYlWtlkSAS I q k I X I`:'' .`-';t!.tet tltttptlt lnterva l: U,l: Iteration rr;gtr=-5l ir+a ve: : ivi t ,. r job Number: 95-845 hate: 1?I-°?6 Design By: JJP Location: 4UU)H WINtw(R Checked by:--- Description: COLLINS CKtl Slrlf? Storm:100 year 8 A S I N ANALYSIS --------------------------------------------------------------------------- TIME AND INFL0W DATA --------------------------------------- Time starts at 0.00 hrs., time increment G.100 Hr. Easefilow is 0.00 rts. ' HYDROGRAPH POINTS 1 2 3 4 5 6 8 9 10 ' --------------------------------------------------------------------------- 0: U.0 5.8 I1,b. 11.4 lH.3 18.!� 18,'i 1 18,0 14,6 to: 9.9 4.1 1.5 i1,0 0.0 0,U (110 0,0 if,U U.t? ' 20: 0.0 U,t} 0 0 WU v0 ti,U t?,0 U,U 10 N(I 40i 0.0 ti,U t?xU U.f) UA t),t) tl_t? so 0.0 U,ti so xt} tt,t? t1t).0 t?.0 (t,Q SJ,G fi,ti G.G ' 60: 0.0 U,U U.0 U.i1 ,U U,U if.0 0.0 0,U U.0 10: U.0 U.t? tJ.0 U,G U.t? U,U U I U U,(} 0.0 U.ti 801 1U 10 %it H.0 HA 1U TU i),0 "' 0.0 U,U ' 9m % tl,i) %U % (?,U 0U Uxii N 0 0.0 U.0 so To I U,U U.0 I TO ii U !i,(? U.0 140: To AU %U If,(1 I on I tl,U U,0 1ti 150: 0.0 t?,t) U.t? U,fi U.0 To TU so A,U U,U ' 1601 t}.0 0U N0 Uxp 0U To U.0 U.0 U.0 i?.tl 1701 U.0 % 0.0 U.if t?,U % 1U U,U 10 1 18G: NO I so 10 1U U.0 U.0 TU U.0 l?.0 200: so t},0 0,0 a,U 0.0 0.0 n,U su 0.0 0.0 210: so O.0 0.0 0.0 t?.0 0.0 t?.0 10 10 " 10 220: 0.0 it,0 ll.o G.0 0.t) U,t? U,i} 0.G 4,0 230: 0.0 0.0 U.0 0.0 U,0 10 U.0 No 10 010 2401 0.0 U.0 so 0.0 0.0 U.0 0.0 0.0 0.0 0.0 250: 0.0 0.0 U,0 so U.0 U,0 so so 0.0 0.0 ' 260: 0.0 10 U,U U.0 S?,0 10 O,U No 0.0 t1,0 2101 0.0 0.0 0,0 0.0 U.0 UxU 0.0 U.0 280: 0.0 0.0 G.0 U,U 010 or U. v.[? 0.0 0.0 i9U: U.U U il.9U.(1 (),it U,G U.0 G.t} Job Number: 95-84b Iirte: t -1H-fib li��,.ttn By: ..1JP Location: S(IUM V ifibb"(1R 6harked by: _.•_ Description: (•tilt HIS ----- tr•rfr.-lfl(!-1jpar 'rriS .1 N FI,f !I I 1 Nh Vi-II Frio VC, F^!p 4tnrana ' Time }nfilnw uutt1ow in f fit ynF Fa.p Hay. (firs) (cfs) Wall (c?) 4,4) {r+; (4fi ) -------------------------------------------------------------------------- 0,(1O 0,00 0.00 0 0 0 11b,)0 116.I141, 11.b/ I).714 4!84 L10 i-1�9 }l;r at 0.30 17135 I.lb »40G �84 1!f8lb 111:1,27 0.40 18.31 1.34 1'821 it133 14138 118./7 0.b0 18.:51 1,ko 141l71iNF,i t1'i•;,u 0.60 18.31 M4 tjUQ4 2i(19 26895 111.78 0.70 18.31 1.74 35596 2721 32675 12().17 0.80 4'2134 3362 39771 }2f),48 0,90 14.55 1.89 47y91 4t)�.(i 4:t`161 }2U,75 1,(1(1 9,93 1.'34 52339 4119 41669 120,95 ' 1,10 4.14 Y 44 4i11 54ti2 4}429 K,I.04 1.20 M4 2,51 5n2'1 5330 4 itf 12110.1 23 , _ 1,3t) U,O(� 2,14. :gib'!), 72�5 G 6+?6N 1L1,02 I.V.) f1 Utj :.94 J. j0? 1.11 (1 +i(1 1,�4 ,i`_ L6ay q,a,5 120.94 1.60 0.00 1.9? 56203 9'344 46H54 120.91 1 ,,s,y7 (s F .is u, -s ss; 1 7 l S"4 1 o'u.3 l-14 1 ,t u(t 2,00 f(1 1,18t 4:j4-'33 12i).7:3 C,2t"r t'.t)il 1.Cr b6_:13 H44b 4 -157 120.69 1')11'i 3r(1i?4 1210.bb 2,0 0.Ill I) I,86 ti. if3 14188 41415 12().62 l.50 tl,tiff I. `hjf)t 1!1454 40/49 120.59 2.60 0,01) 1.84 5b203 1811/ 4008b 120.55 2.70 0.fl0 1.I+3 W103 IbIl/ 3`_142b 120,52 2.80 0,( i I.8 56'Q 174:34 3N/b'l 120.41i 2.90 11100 I.81 bb,.03 1ti088 v81}5 12(1.4b 3.00 0.00 1,8t1 5b203 18139 3-1464 120.41 ' 3.10 (1.(1(1 I.Pj `r1'211; 19386 bE+11 120.38 3.20 0.00 1.79 56203 2f.)03} 36172 120.35 3.30 0.0;1 1.78 56203 20673 35531 120,31 3,40 0,00 1,77 56203 21311 34892 120,28 ' 3.50 0.u0 1.16 5b203 2 194 1 34256 120,25 3.60 0.00 1,75 S6203 22579 33624 120.21 3170 O,v0 idilt S62103 23209 32994 120.18 13.8() 0.00 1.14 562t13 79jf ;' b8 120,1 0u 1, F3 ',"1(!:i 44Y` ;'1 i 44 l 2n.i I 4.00 0,(it) 1.72 5bi'(13 2;a080 31123 120.ON 4.10 0.0:) 1.11 ;(!= :1116-48 3{)195 120.(15 4.20 if Of I 7{j ?):3 Yh31:' 2.H'-q rti14it7 . Y3vlu 111.'f8 4,40 f_i,f1fl I bel 5E,2-(1-A ?5.31 2814,1.c 11q.92 4.50 0.f)0 t.F.6 =1 0:3 13_ tlr(> II'3,117 4.60 0.00 1.E,5 5b203 28139 2747:3 119.82 4,70 F1. FO 1.b4 -)t'ZV3 ?'_ ::;"(:i 11,4,PH 4.80 0.09 1.62 56'203 299{)9 6294 119.73 :r Job Number: 95-845 fate: 6-11 -236 Design by: JJP Location: S081H WINUSUR Checked by: ' description: uOUINS CRt_SHN1- --------------------------------------------------------------------------- Volume VoI:F�s 8toraae Time inflow outflow In out Volume flee, (hrs) (ots) (cfs) (cf) trtl (r.f) (ft.) -------------------------------------------------------------------------- ' 4,'i0 iJ,ttil 1.E1 M'tt: t,4j1 i5112 ?'.11168 S.UQ 0 1OQ ?,b(I i 0"q v1(}6i 1t135 114.63 S,Iu (`,tttt -,P S6'?o tit}41 456J:; 119,58 wrGti il,tr; 1,-`_,' i€: t Ctt.s i'1']5 1H,'14 5,:3(t t}.OU 1, y6:t;:{ 119.49 5.4U lt, j'814 119i 44 ' MO UIUU 1.LF �b t,3 �=il4c'1 21112 119,35 5.1U 0,00 1.,t :.,y:r IZ.L�. I1'j,"c>1 5,Ho U.00 1,411 0688 119.26 5.90 i}rgtl i,4it `,t: !:3 ?t_:tiiU 20i53 I19.22 6.0 +1,of; 1,47 Sn 11 3 +b91 19 62 2 1 Iv.17 6,10 f,,Qtl 1.4F, �batle 1t;'i i'309b ll`j,13 6,26 U,00 1,44 562U3 3i629 18574 119.08 ' 6,3U U.t}U 1.43 5_61)Q31 3414 7 18U5b 119,04 6.Q 0100 1.42 56103 v8660 11543 119.c}U 6.50 0.00 I.40 J. 3I1+38 17035 118.96 ' 6,60 U,00 1.314 5Q03 39611 16532 118.91 b.70 0,01.1 1.31 56203 40169 16035 118.87 6.80 0.00 1.3b 56203 40661 15542 118.83 1,90 O,UO 1,35 5bAM 11148 15056 118,79 7.00 0.00 1,33 562U3 4 16 2'1 14574 118.75 7.10 0.00 1,32 0-62tt3 421o6 14098 118.71 7.20 0,00 I,30 56203 42511 13626 118.67 1,3U 0100 l,29 56103 4aU43 13160 118.63 7,0 U.00 1.21 5Utt� 4J'Y)4 12699 118.60 7,t 0 0.QU I,2b 1116°i)3 4,'9r1 12143 118.56 I.bU U100 1.25 •ib2U': 44412 11791 118.52 t,in ; 44;t.9 i 1345 118,48 7.8o 0 t}O 1,22 5b2U; 45300 10'3t}3! 118.45 1.'t0 O,tit} i,tt 5(:r F:3 4�731 10466 111,41 ' 81 it(} (},t)t1 I,19 51}3 4 x t) 100?3 118.37 H 1 0 0,titi 1.1H b' 'U3 :IF_iH bob 118.34 8,20 0.00 1.17 S20 41U21 9183 118,30 ' 8.30 0,U0 1.16 56203 47439 8764 118.27 8.40 0,00 1.14 56203 47852- 8350 118.23 8,50 0,00 i,13 5b203 48'.63 7940 118.20 8,60 U,00 1,12 56=01 41168 7535 118,17 ' S.70 0,OU 1.11 56203 4945:9 7I34 118.13 8.80 0.00 1,10 562o:3 4`40-6 6737 118.10 8,90 U.00 1.V8 51i2t}3 49859 6345 1I8,07 9,00 0,00 1.07 56203 50246 5957 118.03 ' 9.10 U.(10 1.o5 56`103 5063U 5573 118.00 9.20 0,00 1,00 56203 51002 5201 117.91 9,30 1,OU 0,94 56203 51352 4851 117,81 9.40 0.00 0.89 56203 51691 4523 117.72 UU 0,83 5QO3 51'390, 4213 I 1"1.64 9160 0.003.. .00 0179 '5 62t)3 _ ..81 3 1: 117.56 9170 (1,00 t1,/4 5 6?0 3 b--)L,54 3b49 117,49 IwHO t!.0!) 56i0 a1' :j1+1 111.42 b N Prql.rr' 4v" 'I j v L Ct C a t Fherk-?d bv: ------------------------------------------------------------------ --------- t I f n f-1 If t [f +t e -------------------------------------------------------------------------- 'j, U,F!- -4 3 b (1,ou o'(A) b z W-1 h 0 it).60 It,00 1814 It%to tl,oo 11),8L) on �j4 �;q L I b'34 I I b 11 ' jt).'j(f U,tjt) ii,;:=: ::b:_=11:: 4 1411 1 lb.8H F. 1 00 J WI i 11h.Hu 00 q, n I WN t o'of.) 5 by wi -Z 7 ' il,bt! u,111) U 18 j tfi4 18 11 H. /if 5 5-L-3;4 YR b64 'jo1 01,Off 9,14 zy o --ib 4 b 1.1 L— t r116.61 1-2 00 f�I ufr u 5"S 2 �,jL - J-4, 5 b/ 116.b5 o?oo 11.17 11h,64 2 b 1 4 4"] 6 2 iL m o q rn ' 1 bti ;l,thf !I,iIF `�/ri l ,i tir 11!i 116.'�'� ' ;, t!1! l tr1! n 0 ;h,l), Ibfl 24 I16.57 -)' r)>UU o'ob "b.I --u*�i 1) 20 1 lb.bb ' 10 if o, I-.-I I 114 IH4 -- I I 13- Of..' 11,04 (f h 5 bi 14 I b f o'()if !14 bo 0.09 fl,0A 14 3".;'0 if.lRi it}tNI I L y4 i.','jo l tit 14 116.ti 4,00 fl- 105 1 It,5 14.1 Q no ti w-, j(vq 4 4.Al' o' u.tu A"ll 116 bi. L b"4 14,40 fl,00 11,if., `•j? jh j 14.nu U I(H) 34 H 116,b2 14.60 O'oo o (1 64 116.52 'jbZ J 5S'4d 14. Q tit) b 03 '� 'fbl 41 —'H 116.L1,21 4.-80 il,10 0.0 b 6,21-0 3 5b 14Q 54 1 lbltll Job Plumber: 'i5-BW. pate: F.-le-9k, Ges•ion 4v: JJN Location: SULILN 11MIsI t Cherkel ' Description: CU[LINS UHUSSMN --------------------------------------------------------------------------- Volu.me Vol urp Storage lime Inflow Outflow In Out Volume Hey. (hrs) (cfs) 'its) (rf) (r,f) (ct) (ft,) e ------------------------------- 14.yt! !I (!(! t),i)1 6,t)2 1j 45 116.51 15.tiG U,off (1. bQ03 561A 45 116.51 I5.IQ 0.0 (),;11 5r;:.) �F1Hl 4. 116.51 15.90 0.0 U,I)1. z,;1()3 5SI65 38 116,51 I a _ ._ Job fdumt?er; 'i5 H1 Bate; y-18-'46 !Desian By; J3F L ration; !.It!iH wIt-±BOH Checkeg by°--- ' Description, L LLIN'i FRll M6 -- --------------------------------------------- F A S I A ld A t Y 5 1 S -- - a-U M-M-A-L--- -i-!f- 11 P F H A 11 [► P4 ' eam 1H, rt at 0,40 qr=.-lt Maximum Ijutflo'w. Z.6 Ct at 1.1r ir5. ' Maxl.mum Stowe: 49bO4 rUblr text at klevatIon 1"'I.05 feet, ' detention tine; 3.4 hour-, t1E?i pL±TiNL iLuFi; ±Fli PpA±.±v € ' Stop at 15"Zb I input Data file; C;;HYt1!,".1\kASiPttliAl\`I5ti4Mat Ilutput 11evlCe; !:;1Nii'!t!t1;� lPlt!Y?i3a:;-llirj txt Cutout interval; ±j lei iteration Cc:ntrr•i 1�terVal; 1!! p ' COMBINED FLOW HYDROGRAPHS i � i ' COMBINED FLOWS SULLIVAN AVENUE WATERSHED (2-YEAR STORM HYDROGRAPH) ' (CFS) lIME DETENTION BASIN COLLINS CROSSING SULLIVAN AVE. EXISTING CB"D" TOTAL (HRS.) OUTFLOW BYPASSING BYPASSING BYPASSING (ADD HYDROGRAPHS) 0.0 0 0 0 0 0 10 .10 .63 .13 .09 .95 0 .40 1.07 .25 .18 1.90 0 .75 1.07 .38 .24 2.44 to 1.08 1.07 .51 .24 2.90 PEAK .50 1.15 .79 .64 .24 2.82 to 1.22 .21 .73 .24 2.40 0 1.30 0 .73 .22 2.25 0 1.37 0 .73 .17 2.27 to 1.43 0 .73 .07 2.23 1.00 1.46 0 .73 .02 2.21 110 1.47 0 .73 0 2.20 �20 1.47 0 .73 0 2.20 1.30 1.46 0 .73 0 2.19 140 1.45 0 .73 0 2.18 1.50 1.43 0 .69 0 2.12 ' COMBINED FLOWS SULLIVAN AVENUE WATERSHED (10-YEAR STORM HYDROGRAPH) (CFS) LIME DETENTION BASIN COLLINS CROSSING SULLIVAN AVE.E EXISTING CB D TOTAL RS.) OUTFLOW BYPASSING BYPASSING BYPASSING (ADD HYDROGRAPHS) 0.0 0 0 0 0 0 10 .16 .95 .20 .15 1.46 0 .58 1.62 .40 .30 2.90 .30 1.07 1.62 .60 .39 3.68 to 1.19 1.62 .79 .39 3.99 PEAK 0 1.31 1.20 .99 .39 3.89 0 1.43 .31 1.14 .39 3.27 �0 1.53 0 1.14 .36 3.03 .80 1.62 0 1.14 .28 3.04 to 1.70 0 1.14 .13 2.97 0 00 1.73 0 1.14 .03 2.90 10 1.74 0 1.14 0 2.88 1 20 1.75 0 1.14 0 2.89 1.30 1.74 0 1.14 0 2.88 140 1.73 0 1.14 0 2.87 50 1.72 0 1.07 0 2.79 COMBINED FLOWS SULLIVAN AVENUE WATERSHED (25-YEAR STORM HYDROGRAPH) ' (CFS) LE DETENTION BASIN COLLINS CROSSING SULLIVAN AVE. EXISTING CB"D" (HRS.) OUTFLOW BYPASSING BYPASSING BYPASSING TOTAL (ADD HYDROGRAPHS) 0.0 0 0 0 0 0 110 .19 1.13 .25 .17 1.74 20 .67 1.93 .49 .34 3.43 !30 1.11 1.93 .74 .46 4.24 140 1.26 1.93 .99 .46 4.64 PEAK .50 1.40 1.43 1.23 .46 4.52 110 1.52 .37 1.42 .46 3.77 "70 1.63 0 1.42 .42 3.47 0 1.73 0 1.42 .32 3.47 Ito 1.78 0 1.42 .15 3.35 1.00 1.82 0 1.42 .04 3.28 1.10 1.84 0 1.42 0 3.26 20 1.84 0 1.42 0 3.26 .30 1.84 0 1.42 0 3.26 140 1.83 0 1.42 0 3.25 1.50 1.82 0 1.33 0 3.15 COMBINED FLOWS SULLIVAN AVENUE WATERSHED (50-YEAR STORM HYDROGRAPH) (CFS) MIME DETENTION BASIN COLLINS CROSSING SULLIVAN AVE. EXISTING CB"D" TOTAL HRS.) OUTFLOW BYPASSING BYPASSING BYPASSING (ADD HYDROGRAPHS) 0.0 0 0 0 0 0 10 .22 1.24 .27 .19 1.92 0 .74 2.11 .54 .39 3.78 0 1.14 2.11 .81 .52 4.58 to 1.30 2.11 1.08 .52 5.01 PEAK .50 1.46 1.56 1.35 .52 4.89 to 1.59 .40 1.56 .52 4.07 10 1.71 0 1.56 .48 3.75 .80 1.78 0 1.56 .36 3.70 to 1.84 0 1.56 .17 3.57 1.00 1.88 0 1.56 .05 3.49 1.10 1.91 0 1.56 0 3.47 20 1.91 0 1.56 0 3.47 1.30 1.90 0 1.56 0 3.46 1 40 1.90 0 1.56 0 3.46 1.50 1.89 0 1.46 0 3.35 COMBINED FLOWS SULLIVAN AVENUE WATERSHED (100-YEAR STORM HYDROGRAPH) (CFS) LE DETENTION BASIN COLLINS CROSSING SULLIVAN AVE. EXISTING CB"D" TOTAL HRS.) OUTFLOW BYPASSING BYPASSING BYPASSING (ADD HYDROGRAPHS) 0.0 0 0 0 0 0 to .24 1.38 .29 .21 2.12 �0 .79 2.35 .59 .42 4.15 .30 1.16 2.35 .88 .57 4.96 140 1.34 2.35 1.18 .57 5.44 PEAK .50 1.50 1.74 1.47 .57 5.28 Lo 1.64 .45 1.70 .57 4.36 '70 1.74 0 1.70 .52 3.96 .80 1.82 0 1.70 .40 3.92 190 1.89 0 1.70 .18 3.99 1.00 1.94 0 1.70 .05 3.69 1.10 2.44 0 1.70 0 4.14 1.20 2.51 0 1.70 0 4.21 1.30 2.14 0 1.70 0 3.84 140 1.94 0 1.70 0 3.64 1.50 1.94 0 1.59 0 3.53 C:a��Ws C.2o�StNGa ull�'vnv Avs- Meveas (�aara x 5ullivAtil AVEAIuf- AizEA WA-r KSUEp �XtSTInyCR GoNDIT10N5 a . Drainage Area �'l, g. acres ' b . Composite Coefficient of Runoff : Impervious Area c=0.90 A= 0,41 acres Grass and Landscape Area p c=0.20 A= $.36 acres WOOD 5 C=O. 15 A= 3.62 ACRES ( .90 ) ( .4Z. ) + ( .20 w Cavg ^ O•ZI ( 12.4` ' ACavg Time of Concentration Type of Flow Length Slope Velocity Time ' (ft . ) M ( ft . /sec . ) (min. ) Overland (w—os) S10 ' O v e r I a n d CGznss') 500 6.5 19 t c = 39 Mina. ' Return Period Intensity ( i ) ( years) ( in. /hr . ) 2 1.4 25 Z.8 50 3. ' 100 3.5 d . Peak Rate of Runoff Q = 3.64 Cfs Q = i (Ac Z avg) ' 010 = 5.98 CF5 (125 = 3-7-8 GF5 i �►oo= 9 I o Gf-s a � z A �C ' Collie C�oss,NG- DtzYwElf n�5i�a 6 Z' I'o -- ----------------------- ------------------------------------------- -- 1 ' - -- -- ---------------- --- - —- ----- -----------BST�L���.�1k.1�___--------------------- I FT• ---- --------- - - ---- �--------------Qtcs�i�-s��_�Z.SLL--Wit_----------------- --- - ---- 1 1 - ------ --' ------------ ------------ --- -- r- 'L_FT 11 ------ e4 -- ` ----- --------- --_75.1-FTZX o, rl_�,�a. — - ----------------------------- ------------------------------- -- - ----"--0.12_,�3/SSG-_�(��.�• ' Co1�IN5 (,,j;p551N Cz� ;5uI(A11W Ava- Mevetts �M r (MYwE10 a . Drainage Area : 0.2�acres b . Composite Coefficient of Runoff Impervious Area c=0.90 A= 0.10 acres ' Grass and Landscape Area c= 0.20 A= 0.16 acres C= 0. ►5 A = p.og ACRES Cavg - ACavg _ 0.Mb c . Time of Concentration Type of Flow Length Slope Velocity "rime ' (ft . ) ( % ) (ft . /sec . ) (min. ) Overland 66,wus�> 1-15 ' Overland tc ' Return Period Intensity ( i ) ( years) ( in. /hr . ) 2 Z.8 10 4.3 25 Sao 50 G 100 Z Hy�Q�e�eu (100-yOEA- .sTa;•) d . Peak Rate of Runoff Q.L= 0.36 cfs i (ACavg) QPzn•k= 4-7.4 am ' 010 = O, 55_ C95 Q2g = 0.64 — CFzMJ� 'II 83 "I / Qjp 0112 U- d r ; 2 S 2 iI!Cf"S 13 22. -TWL tescrob Number: 95'V45 katn m'10'96 Ve���: �y� JJp iption, nc tion: O�ilNG C8USS<N6 thp��ed by�YARD UKAl� M/ D8YWLii -------------------------------------' * 8-igr Prof essionals/ * \65 Snvth Sa�plbte �oad � �� * Snufh 0iodsn,, C7 �� * �V3} 29\'8755 * 0ptennoo 8asm Analysis ' FASlw« 7—_---___--__—___—_----__---_----_—__- � ---_—_____—___--_--'—_—_---_--__—_---_ __________ A,ea YnL ` v.wV 3.V; *2/ A 7.(it.1 7L2 +99 o ' An A denotes thot vobres compotes by avpm,2z eod orpo, o C indicates that volunez� vere :ompoted by a onical me��nd. Bevatioo at base nf spd}way; mvt Cxup}iev mia} Pool Elpvatiov: wnt supnlied � 0U}i2 �xo«Ax)�HlS/1:o ----------- ��. }ypp 8cwbnp ��,np��rn __ __ ____ __________ wot Sppu+ieu o.vv Not Use 3 Not Used Not Usee ob Number: Vaia� f!h-•,'f!_ [!e_ifr F��: j.I{� ocation: CUlllf:5 C�'U-:SI !_ - - Uhsc._e-i by' i!e criation: YARD 114YWHU --- ------------------------------------------------------------------------- BAlb1N AHALY � Ifi -------- - ----------------------------------------- U�.!tlet n!-_--U -utIet #'i__Uutiet 43 Clutlet #4 Tota1 EIev. Discharge Discharge Glscha.rae Disc6arae Uischarae �I,E?t? N ummben 95�N5 Uate, V6�n�� Uosign Hy: JJP no� ^- COLLINS CRUSSlNG CUcked by:__ Ueyriptino; YARD kKAlN oil UMN&L Sto'u|0V year -_------_-----_---_---_--___---_-'---' P � x l � 4 w ^ � � S l S __________________________ | A -----------------------`---------------- ' I �me sta/ts at o.00 ^,s, t�'� �rcrement r.m; Hr. �_^flow is o.ov cfs. Hi yUlNi'i 2 2 4 5 h -------------------------------------- � V| o.V 14 V,7 18 0.8 v.8 O./ v.« v.1 0..") � | 10 o,V o,V V.0 V.o V.V V.x 10 V.o V.v o.o 10 v.V v.0 To V.v NO 2V| V,V 10 10 10 1v V.V 0.0 o.0 10 10 11 | V.V V.V so o.o 10 0.0 0.x 10 0.0 0.V 01 V.V o.O To V,0 10 0.o 0.0 10 V.o U.O 60| 0.0 10 v.V NO n o.0 10 10 . `V.� !I1 0.V V,O V.V V.0 o. 0.0 0.V 0.0 In N0.V 0.o V.V o.o o.o 0.V � V 0 � v V � . . . . ,.| V.V V.o 0.0 V.o o.V 19 %V 10 O.V 0.0 1VV| o.V V.o 10 0.0 v.o so 10 v.V 0.0 V.V 1 | V.V V.O o.V o.o 10 O.o o.o V.o o.x o.V 0; V.V o.V V.o 10 v.V V.o 10 V.0 0.0 10 l3V| 0.0 010 OR To V.V V.V o.o v.0 0.0 V.o IF1 v,V To 10 o.v o.0 To o.v 10 0.0 10 to 0.V soV.V O.o 15 10 V.v 10 10 Y,o 160| 0.0 0.0 o.V o.0 v.0 10 :.o A 0.0 o.0 | o.o V.0 10 o.v V.o o.v v.v V.0 v.v v.o 80| 0.0 0.0 o,V 0.V 0.0 O.0 V.O 0.V O V 0 V 1^ . . 9V| 10 V.o V.o To o.V V.V Y.v To V.o 0.O 201 o,O 0.v o.o Kv o.: v.o o.o v.V o.o TO 11 | so �o.o o.v 0.o 0., so �.v v.v To O,o 0! V.v v.o 0.n o.v 0.0 o.3 11 o.o V.V o.v ZN| TO 0.0 O.o V.o V.V o.o so 10 10 NO 11 | 10 10 10 0.0 so V.0 v.o No V.v 10 W| V.o 10 To o.o V.v o.o 11 v.v v.0 o.o (9 00 10 10 v.o o.o 10 0.0 V.V 10 o.V | 10 10 10 V.o V.v 10 V.V O.0 v.v 10 | 0.0 O.V 10 ;.V V.v 10 V.o V.V v0 0.0 N�m| V.o 10 o.o 10 V.v 10 To 0.o Yv v'o ' -- Nomhen 95'84; Dats� V6'2O'96 �siyo oy� JJP mtioo: C0LL (NG C�ipcked Description: YA80 8KAlx #l7 0KYWUL S�',a�1YV yea, -------------------------------------------- -----___--_--_' >>> 8 A S | N V U U T \ N G <<< Yoi�� � -- bme lnf(nw Uotflsw h O. b7n� [lev. � (hrs) (cfs) « ��-_--_----'-----_--__-------_—_----_—_— �� o.00 V.ov v.vv 0 v v v.oO o,N o.u/ V.x9 8 |1 55 V.78 v.2v O./J V.3\ 166 82 l84 2.58 0.2V V.4V V.79 0.6* 44 38o 5.J4 0.50 V.79 688 '4V o'60 v.66 0./1 1369 946 423 5.94 �(89 �65 5.1J 0,80 U,09 o.*3 1636 0/9 257 J.61 V.9V o.M v.26 1652 �5o1 15l 2.}2 U� L00 l.lV 1.20 o.00 o.V� l�O 1628 24 o.34 1.30 V.0V o.v2 1652 i�� 13 O.�9 1,40 0.m1 1,5V o.0V o.o1 1652 lL 4f' U� 1,60 02 b Number: 15 I1ea1f11 Pi". 1 � Cation: CULLOIS L•kUS---I_ - FaC}c?L bv, Description: YARD DHADN' W -iNUL -- ------------------------------------F---- I' A N -------------- SI A `AL <y I `.? S U tf M A R Y OF i P E R A I I 0 N Maximum Inflow: U.S cf=_. at 0,3f) hrs. 1ximum. Outflow: (I. fs at F'.bL tlr=. ximum Storage: 4_'3 cubic fee: at tle,. tion ? Detention time: HOUTIPIL IEaMI'=A?LU 1=3RIALLY f Stop at 1.71 nn la e! C NYi �; INl a a` 4;Put #: to File! :\�. tiL �A�:..!D.,f!'.- ..N,,,�. utput DIvice: C:!HrD9`J P,AS':PJIT;Yli3A5-Y[i:?.�=: Output interval: 0.10 'eratlon control " pr;!, t 10 ' C0111iJ5. C>,.oss R1 1 C► x . a . Drainage Area : O.'�� acres ' b . Composite Coefficient of Runoff : Impervious Area c=0.90 A= 0.10 acres ' Grass and Landscape Area c=0.20 A= 0,27 acres ( .90 ) ( .10 ) + ( .?.0 ) ( .2`7 ) ACavg = 0.14 - ' c . Time of Concentration Type of Flow Length Slope Velocity Time ' (ft . ) ( %> ( ft . /sec . ) (min. > Over 1 and &,as57 190 ' Overland tc ' Return Period Intensity ( i ) ( years) ( in. /hr . ) 2 Z.8 10 4.5 MR 25 S.o 50 5.6 ' 100 6.2 uyc,eocwAPa �100-t.�F-q([ S-tOGLM� d . Peak Rate of Runoff : QZz O.A0 CFS Q = i (ACavg) (� ' Ql o = O. 2 cis i (225 = 0.12 Cs-5 Q 1 — a ( Voluni�= 93'1 FTC 34-1 Sao Q►Qo = O.S? CAS ► -TiME JOh NUmber: Vba4b Va@. S-zfl— ?'v: jjp, Gtation: COLLINS CRUSSIN6' b"'; 2 5 1 T i P t i e.P- Y A F 10 1,P.A 7,il i #I P- D H iL -------------------------------------------------------------------------- i Y,y lr 4 v 4J z N3 -H, r.-r- L—"ri f"np, ---------------- - -------------------------- ------------------------------ --------------------------------- ------------------------------------------ ------------ es. Rw Sc 71 Y- An A d2n tes + .1 ry ee2EF,'j A U inlicates r,t p.1 fli A, ------------- -------- --------------- n,f. !.Tr r I t i ell kin t !Jc@' NO f ULed No f Usqd -Job Ntlmbpr: 8 t �In'. -Il "I'Ll INS U;F`)iff!,; r Otl n! Y A h" ------ ------ --------------------------------------------------------------------- 1 cm- ------------------------------- --------------------------- - - -------------------- Elev. 9 r 1 Pi q h,,r np Oo, 4 if COO 4 8 5.Uu 4'4 4 mm Nxwkpr' `J5'H45 i n r Ioo' uoUinS [mHs>mv . �p' = 17hon/ xn -___--________________________^____"ev,__ -- ____________________ Out o »,vv ,+s. ___________________________ "// « » o.r v.oit 0'o v.v (I.it , v o , , v.v ».o / v it,it o.o Y.o «'v » u v.v v.v o.o v.o vv it it o.v vv v.v v.o ,.» it It v.o 0.o 0.v v^v o.v V.V V.o v.o V.0 o.v v.o v.V ^ . �� Number: vatc: f! Dc�7�or, Pv: JJP L"'CatiOn: ryirltv,p.. YARI) opAl"i 7-18 fjpy,.!�j I ----------------------- -------------------------------------------------- IF A Y'r, If ---------------------------- --------------- if if flit f I f Q L it 0.n(I if Q,00 1 A ---------- ------ ----------- ----------------------------- M 11 -• r T C V ^t 7,P I ol u t I V\H Ait t 1 rI e r v a Of' C ontro I DRAINAGE AREA � ' MAPS 1 I ' "�C�..6• I I , CB 2� , I ;I CB 11 , B1 CB 11 ' YD 20 CB`?OA . 700W a'N/F I ', SOUM D OR R ZNOSmlOL POR/ERk CA 7NERINE S ,.•-'- COLLINS 1_ C 4 f, , CB;46 I ' --- -- -------------- ... ..... �'----- - ---------------- - -�--- -------------}-------- ------- --l—p-..�---- — -- _ ' DRAINA GE AREA MAP N. T.S. i 1 esign rofessionals, inc. 1 civil engineers • planners • . surveyors ■ 1 1 COLLINS CROSSING SOUTH WINDSOR, CONNECTICUT 1 1 1 i 1 1 1 1 1 1 1 i 165 South Satellite Road, South Windsor, CT 06074 . (203) 291-8755 • FAX: (203) 291-8757 Project Description: Collins Crossing is a proposed residential project to be comprised of approximately 36 units of Senior Housing and a ten lot single family residential subdivision. The property is 31+ ' acres in size and is located immediately south of the South Windsor High School and has frontage on both Sullivan Avenue and Nevers Road. Approximately one half of the parcel will drain towards Sullivan Avenue and the other half " to Plum Gully Brook at Nevers Road. A stormwater detention facility is proposed on the Sullivan Avenue side to provide attenuation of the runoff prior to final discharge into the Sullivan Avenue drainage system. A detailed analysis of the Nevers Road side drainage system at Plum Gully Brook was done for two reasons. The first was to size the proposed culvert crossing required at Plum Gully ' Brook, and the second was to determine if stormwater detention is required for this side of the project. ' Summary and Conclusions: The total watershed size to the proposed crossing of Plum Gully Brook is approximately 690 acres. (See Watershed Map). A version of the SCS TR-20 program called "Hydroflow" was ' used for the analysis. The schematic diagram and hydrograph summary report indicate the watershed routing used in the study and the summary of the flows and reservoir routings through various portions of the watershed. Immediately upstream of the proposed crossing is the existing 72 inch R.C.P. under the driveway access to the High School. (See Hydrograph#10). Community Panel No. 090036 0004B of the Flood Insurance Rate Map (F.I.R.M.) ' indicates that the 100 year flood flow is contained within the culvert. Our analysis confirmed that the 100 year flow does not top the driveway to the High School. The flow to the culvert= 403.87 C.F.S. and the peak flow out of the culvert=394.57 C.F.S. (See Hydrograph#10). ' information for the culvert was obtained from field survey by our office. The flow through the proposed Collins Crossing Culvert is detailed in hydrograph#13. ' The peak flow in is 398.82 C.F.S. for the 100 year storm at 13.2 hours of the storm event. The maximum watersurface'elevation is 162.96. The culvert is proposed to be a 72 inch diameter ' R.C.P. at 3.0% Since the peak flow from surface runoff generated from the proposed development would occur well in advance of the peak for the overall watershed, the use of stormwater detention on ' the Nevers Road side of the project would only delay peak flow to more closely coincide with the remainder of the 690 acre watershed. For this reason, no stormwater detention is being proposed ' for the eastern portion of the site. 1 1 i Wetlands Impacts: r The wetlands for the entire parcel were field verified by John Ianni of Highland Soils, Storrs, CT. The flags were then located by field survey by our office. The wetlands were rdetermined to be confined to Plum Gully Brook. The total disturbance of the wetlands will be limited to the proposed crossing. The Total area of disturbance will be 7,800 sq. ft. or 0.18 acres. r 1' i r 1 1 1 1 1 1 1 i r 1 1 r ' COLLINS CROSSING SOUTH WINDSOR, CT. Legend Runoff ' Combined Channel Reach Pond Route Proj. file: 845Z.GPW IDF file: SAMPLEADF 13 hydrographs 04-23-1996 ' COLLINS CROSSING Hydrograph Summary Report SOS WINDSOR, CT. Page ' Hyd. Hydrograph Peak Time Time to Volume Return Inflow Maximum Maximum Hydrograph No. type flow interval peak period hyd(s) elevation storage description (origin) (cfs) (min) (min) (acft) (yrs) (ft) (cuft) 1 SCS Runoff 56.2 6 756 9.13 100 ---- ----- ------ AREA#1 2 SCS Runoff 163.1 6 852 65.96 100 ---- -- -�N AREA#2 3 Combine 174.1 6 852 75.09 100 1 +2 #1 +#2 4 SCS Runoff 213.8 6 780 50.57 100 --- ---- ----- AREA#3 ' 5 Combine 335.4 6 786 125.65 100 3+4 ----- ------ Al +A2+A3 6 SCS Runoff 46.8 6 810 14.03 100 -- ---- ------ AREA#4 ' 7 Combine 377.4 6 792 139.68 100 5+6 --- ------ Al +A2+A3+A4 8 SCS Runoff 78.8 6 744 11.02 100 ---- ------ ---- AREA#5 ' 9 Combine 403.9 6 774 150.71 100 7+8 ---- ------ Al+A2+A3+A4+A5 10 Reservoir 394.6 6 798 150.34 100 9 167.42 116511 HIGH SCHOOL ' 11 SCS Runoff 38.4 6 732 3.85 100 --- -- --- AREA#6 12 Combine 398.8 6 792 154.19 100 10+11 COLLINS XING 13 Reservoir 396.9 6 804 154.19 100 12 162.96 53123 COLLINS XING Proj. file: 845Z.GPW OF file: SAMPLEADF Run date: 04-23-1996 a -V Bf I k Sj ,p .a..w.... / (.•'��'� •� N it.� nt 1 `• .,\��.�� �.. • ea 51 10-1 f Ij (C C: Vj V 11 J. lqt 4L, 7 110 90 d(3 Pit' It i. rch j Design Professionals,Inc. r COLLIN'S CROSSING' Engineers Planners Surveyors WATERSHED MAP SOUTH WINDSOR, CT. 165 South Satellite Road April 23, 1996 South Windsor,CT 06074-3474 scale: 1"=2000' -Suit ,- Po� (MFAI I I c><>FNnav AREA ` 2 SCALE: 1"--200' ' I 3 4 13 O 5 11 12 I I 10 ' I i s 1 7 6 [—A�7O_LiA7AIN VIEW O 2 I 6 • I 3 4 �— 7 6 5 I 1 , I 1 � n � 5 8 O 7 ( O O �lo I o I � 1 - J 0 0 0 \ B 9 12 13 14 15 16 7 I6 O SOUTH WIVDSOR SCHOOL ' 5 4 tL ' ' I 3 2 g' 1 It I OPEN SPACE ' (SWo mm am _. ' NEVERS ROAD PARK EX. 72" R.C.P. INV.=160.60 �68 TOP OF ENDWALL ' � \ \EL.=167.06 EX. 73' N 72" R.C.P. I \ ® 1.38% l \ 16 TOP , OF ENDWAL — ' EL.=167.00 EX. 72" R.C.P. I N V.=159.59 Design Professionals,Inc. j o ; Engineers Planners Surveyors < "� 165 South Satellite Road South Windsor,CT 06074-3474 fULVERT AT HIGH SCHOOL sc4tF: i "- 2a RM25 168.92 Steel pin on east side on Nevers Road at the bridge over the Podunk M Mr neMnters_at G_Roa�lisheletro-_ M M _ politan District Commission. I ' RM26 249.00 Steel pin on east side of Abby Road approximately 500 feet north [�f of the intersection with Garnet Lane. Established by Metropolitan District Commission. RM27 241.44 Steel pin on west side of Abby Road approximately 175 feet south of bridge over the Pod unk River and 14 feet north of pole no.4047. J Established by Metropolitan District Commission. � i RM28 264.65 Steel pin on east side of Abby Road approximately 850 feet north JC� jt ! of the intersection with Miller Road. Established by Metropolitan � District Commission. t �' RM36 147.76 Bench mark approximately 31.5 feet north of a catch basin on the northern side of Sand Hill Road near its intersection with :levers LIMIT OF Road, approximately 70 'feet northeast from a catch basin on the I I DETAILED STUDY south side of Sand Hill Road at the intersection with Nevers Road. Dam With Culvert Established by L.I.Carroll. ZONE 8 I ` ZONE B I I I RM37 S ZONE RM36i i ZONE A6 ra;Y ZONE B — - i I i »a _ ! ZONE B 7� ZONE Al Cuive. �. , xLaw � I ZONE A2! ,72 i �„ `, ' 770 1681 / V GONE B B --�� ZONE C' / ZONE B c Nish.;shoo!=^francs" 100 !S.AR FLCCD CONTAINED 1N CULVERT (E.x l sr. 72"A e,o i wi i � I T.4K1s.J FQoM ; / �-GOO� /.VSt�.f'A.KG� �.aTE MAP ( F7QM� .,-y "A.vEc A/0- 090c5e, 6005K a Design Professionals,Inc. �.�FEcr.i.E ogrE : Hla� �, i98o Engineers Planners Surveyors souTfs w�.vo soe, c�; 165 south Satellite Road South Windsor,CT 06074-3474 5CA4.6: "- Src c' \ J6"F/7CK0 Y y I FIELD VERIFIED�1 WETLANDS LINE GULLEY TWIN Bfi' OK INV.=1565 / 361-OAK ' QNV.=14.28 ✓✓ * PROP_ $,/� 74' f�2p' R.C.P. ® J..Or. , 41 4 / / !! 10�• / -C�}- PR CONTQURAM WYATI tLEVATM . ! ''�•, � .ma E109711M 9POt GRADf 4M3 PROPOSED SPOT p1ADE ,/GRAPHIC SCALE ` i I 40 i 0 20 40 / ( IN FEET ) 1 inch = 40 ft. `fir J C.L. P. ' No. 24869 J'"•,,...PW,,�,�+,�„Y.r,,'�'v-d'�p!"'r(�'S""'rv*`w"r•y"'+rr•'a-,r•�. y^Q`.^r ,wr^t-� y-,,•-r ""'"�/� �" O 0 - 0 - 0 nA.J^� _ rt>�„e l erd 3 � ..b ,A' .,c i a,�� A . .t -Lt SNET Co. No. 3Q53 EXIST M.D.C. I.P. ` ; �. o. 68038 — £C8�} E.C. NFVERS" " ROAD TF ! � c COLLIN'S CROSSING SOUTH WINDSOR, CT. Design Professionals,Inc. April 23, 1996 Engineers Planners Surveyors 165 South Satellite Road •South Windsor,CT OW74-3474 eyt 36"N7CK0 Y I FIELD VERIFIED ' -• �L J� WETLANDS LINE \ �� PL GULLEY 4• rwlN E ` r' 'V 9 OK .�,. 74' .N 2'pR.C.P. ® 3.OX AREA OF WZMANDS ..4.,4t 7,800 S.f. 0.18 ac. 11� �I16 , xa_ tlnnw cantcue A10 MAPM-cm- WNTOVII AND EltM04 .® .ma E 9POT ORAbE + E'p1A0f ,'GRAPHIC SCALE 40 0 20 40 ' ( IN FEET ) f I Inch - 40 ft. ' C �No. P. 14869 ' �.r,,r rf vim+" v^w vrw^e✓ r<r.y J J 64- AK T M AO / 0 - 0 - 0 — -'A. �l A�� ��f N �i i`�✓, lJ.til� h � -�lr SNEr Co. O _ EXIST M.D.C. I.I? A � / o. 68038 W — E CS.� E C. NEl/ERS" c - - ROAD TF.=167.43 , TF = - D COLLIN'S CROSSING Design Professionals,Inc. SOUTH WINDSOR, CT. ' Engineers Planners Surveyors April 23, 1996 165 South Satellite Road ' •South Windsor,CT 06074-3474 ' Hydrograph Report Page 1 Hyd. No. 1 AREA#1 ' Hydrograph type = SCS Runoff Peak discharge = 56.15 cfs Storm frequency = 100 yrs Time interval = 6 min Drainage area = 50 ac Curve number = 57 ' Basin Slope = 5.5 % Hydraulic length = 2300 ft Tc method = LAG Time of conc. (Tc) = 49.3 min Total precip. = 6.90 in Distribution = Type III ' Storm duration = 24 hrs Shape factor = 484 Total Volume=397,638 cuft,9.129 acft Hydrograph Discharge Table Time -- Outflow Time -- Outflow Time -- Outflow Time --' Outflow(hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) 11.40 1.09 14.80 9.21 18.20 3.80 21.60 2.51 ' 11.50 1.51 14.90 8.98 18.30 3.70 •21.70 2.48 11.60 2.08 15.00 8.77 18.40 3.62 21.80 2.45 11.70 2.99 15.10 8.56 18.50 3.54 21.90 2.42 ' 11.80 4.51 15.20 8.35 18.60 3.48 22.00 2.39 11.90 6.99 15.30 8.15 18.70 3.43 22.10 2.41 12.00 12.09 15.40 7.94 18.80 3.38 22.20 2.44 12.10 20.35 15.50 7.73 18.90 3.34 22.30 2.48 ' 12.20 29.92 15.60 7.52 19.00 3.30 22.40 2.52 12.30 40.01 15.70 7.31 19.10 3.27 22.50 2.57 12.40 49.57 15.80 7.09 19.20 3.24 22.60 2.53 12.50 55.40 15.90 6.87 19.30 3.21 22.70 2.49 ' 12.60 56.15 << 16.00 6.65 19.40 3.18 22.80 2.45 12.70 54.27 16.10 . 6.43 19.50 3.15 22.90 2.41 12.80 50.25 16.20 6.22 19.60 3.12 23.00 2.36 ' 12.90 44.74 16.30 6.01 19.70 3.09 23.10 2.31 13.00 38.53 16.40 5.82 19.80 3.06 23.20 2.26 13.10 32.19 16.50 5.64 19.90 3.03 23.30 2.20 13.20 26.02 16.60 5.49 20.00 3.00 23.40 2.18 13.30 21.15 16.70 5.35 20.10 2.97 23.50 2.16 13.40 18.08 16.80 5.22 20.20 2.94 23.60 2.13 13.50 15.93 16.90 5.10 20.30 2.91 23.70 2.11 13.60 14.52 17.00 4.99 20.40 2.88 23.80 2.08 ' 13.70 13.62 17.10 4.89 20.50 2.85 23.90 2.06 13.80 12.97 t 17.20 4.79 20.60 2.82 24.00 2.04 13.90 12.41 17.30 4.69 20.70 2.79 24.10 1.95 ' 14.00 11.92 17.40 4.60 20.80 2.76 24.20 1.81 14.10 11.48 17.50 4.50 20.90 2.73 24.30 1.62 14.20 11.09 17.60 4.40 21.00 2.70 24.40 1.36 14.30 10.71 17.70 4.30 21.10 2.67 24.50 1.06 ' 14.40 10.36 17.80 4.20 21.20 2.64 14.50 10.03 17.90 4.10 21.30 2.61 14.60 9.73 18.00 3.99 21.40 2.58 End 14.70 9.46 18.10 3.89 21.50 2.54 ' I - scs Runoff - 100 Yr - Qp = 56.15 cfs 60- 50 ------ ----- -- — - -- 40 - --- — — ' Q 30 - - - Out 10 -- -- ' 00 5 10. 15 20 25 Time Mrs) Hydrograph Report Page 1 ' Hyd. No. 2 AREA#2 tHydrograph type = SCS Runoff Peak discharge = 163.06 cfs Storm frequency = 100 yrs Time interval = 6 min Drainage area = 292 ac Curve number = 62 ' Basin Slope = .4 % Hydraulic length = 3000 ft Tc method = LAG Time of conc. (Tc) = 199.4 min Total precip. = 6.90 in Distribution = Type III ' Storm duration = 24 hrs Shape factor = 484 Total Volume=2,873,253 cuft,65.961 acft ' Hydrograph Discharge Table ' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) ' 10.10 0.02 13.50 123.88 16.90 74.77 20.30 25.47 10.20 0.04 13.60 132.27 17.00 70.04 20.40 25.00 10.30 0.07 13.70 140.39 17.10 65.46 20.50 24.55 10A0 0.11 13.80 148.01 17.20 61.12 20.60 24.13 ' 10.50 0.18 13.90 154.85 17.30 57.52 20.70 23.73 10.60 0.26 14.00 159.64 17.40 54.79 20.80 23.35 10.70 0.37 14.10 162.00 17.50 52.50 20.90 22.98 10,80 0,50 14.20 163.06 « 17.60 50.59 21.00 22.63 ' 10.90 0.67 14.30 163.05 17.70 48.93 21.10 22.29 11.00 0.88 14.40 162.25 17.80 47.43 21.20 21.97 11.10 1.13 14.50 160.97 17.90 46.01 21.30 21.66 ' 11.20 1.44 14.60 159.37 18.00 44.68 21.40 21.36 11.30 1.81 14.70 157.49 18.10 43.41 21.50 21.07 11.40 2.27 14.80 155.34 18.20 42.21 21.60 20.79 11.50 2.81 14.90 152.96 18.30 41.06 21.70 20.51 ' 11.60 3.51 15.00 150.39 18.40 39.95 21.80 20.25 11.70 4.46 15.10 147.63 18.50 38.88 21.90 19.99 11.80 5.80 15.20 144.69 18.60 37.85 22.00 19.74 11.90 7.72 15.30 141.59 18.70 36.87 22.10 19.52 12.00 10.98 15.40 138.32 18.80 35.92 22.20 19.30 12.10 15.82 15.50 134.89 18.90 35.01 22.30 19.10 12.20 21.53 15.60 131.32 19.00 34.13 22.40 18.90 12.30 27.96 15.70 127.60 19.10 33.28 22.50 18.71 ' 12.40 34.93 15.80 123.75 19.20 32.47 22.60 18.53 12.50 42.25 15.90 119.78 19.30 31.69 22.70 18.35 12.60 49.79 16.00 115.69 19.40 30.93 22.80 18.18 ' 12.70 57.54 16.10 111.49 19.50 30.21 22.90 18.01 12.80 65.48 1620 107.18 19.60 29.51 23.00 17.84 12.90 73.56 16.30 102.77 19.70 28.85 23.10 17.69 13.00 81.77 16.40 98.27 19.80 28.21 23.20 17.53 13.10 90.08 16.50 93.69 19.90 27.60 23.30 17.38 13.20 98.47 16.60 89.04 20.00 27.03 23.40 17.23 13.30 106.92 16.70 84.32 20.10 26.48 23.50 17.08 ' 13.40 115.40 16.80 79.55 20.20 25.96 23.60 16.94 Continues on next page... ' AREA#2 Page 2 Hydrograph Discharge Table Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) ' 23.70 16.80 28.70 0.22 23.80 16.67 28.80 0.15 23.90 16.54 28.90 0.09 24.00 16.41 29.00 0.04 24.10 16.23 29.10 0.01 24.20 16.02 24.30 15.79 '. 24.40 15.54 ...End 24.50 15.27 24.60 14.97 24.70 14.66 24.80 14.32 24.90 13.96 ' 25.00 13.58 25.10 13.18 25.20 12.76 25.30 12.32 ' 25.40 11.86 25.50 11.38 25.60 10.88 25.70 10.36 25.80 9.83 25.90 9.27 26.00 8.70 ' 26.10 8.14 26.20 7.61 26.30 7.09 26.40 6.60 26.50 6.12 26.60 5.66 26.70 5.22 26.80 4.80 ' 26.90 4.39 27.00 4.01 27.10 3.64 ' 27.20 3.29 27.30 2.95 27.40 2.64 27.50 2.36 ' 27.60 2.09 27.70 1.83 27.80 1.60 27.90 1.38 ' 28.00 1.18 28.10 0.99 28.20 0.82 ' 28.30 0.67 28.40 0.53 28.50 0.41 28.60 0.31 ' 2 - SCS Runoff - 100 Yr - Qp = 163.05 cfs Out 0 -- ' 0 5 10 15 20 25 Time (Hrs) 1 Hydrograph Report Page 1 ' Hyd. No. 3 #1 + #2 ' Hydrograph type = Combine Peak discharge = 174.14 cfs Storm frequency = 100 yrs Time interval = 6 min 1 st inflow hyd. No. = 1 2nd inflow hyd. No. = 2 Total Volume=3,270,892 tuft,75.089 acft Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow ' (hrs) (cfs) (cfs) (cfs) 10.10 0.00 0.02 0.02 ' 10.20 0.00 0.04 0.04 10.30 0.00 0.07 0.07 10.40 0.00 0.11 0.11 10.50 0.00 0.18 0.18 10.60 0.00 0.26 0.26 10.70 0.01 0.37 0.38 10.80 0.04 0.50 0.54 10.90 0.09 0.67 0.77 ' 11.00 0.19 0.88 1.06 11.10 0.32 1.13 1.46 11.20 0.52 1.44 1.95 1 11.30 0.77 1.81 2.58 11.40 1.09 2.27 3.36 11.50 1.51 2.81 4.32 11.60 2.08 3.51 5.59 ' 11.70 2.99 4.46 7.45 11.80 4.51 5.80 10.31 11.90 6.99 7.72 14.71 12.00 12.09 10.98 23.07 ' 12.10 20.35 15.82 36.17 12.20 29.92 21.53 51.46 12.30 40.01 27.96 67.97 12.40 49.57 34.93 84.50 12.50 55.40 42.25 97.64 12.60 56.15 << 49.79 105.95 12.70 54.27 57.54 111.82 12.80 50.25 65.48 115.73 12.90 44.74 73.56 118.31 13.00 38.53 81.77 120.31 13.10 32.19 90.08 122.27 ' 13.20 26.02 98.47 124.49 13.30 21.15 106.92 128.07 13.40 18.08 115.40 133.48 13.50 15.93 123.88 139.80 13.60 14.52 132.27 146.79 13.70 13.62 140.39 154.01 13.80 12.97 148.01 160.98 ' Continues on next page... #1 +#2 Page 2 Hydrograph Discharge Table ' Time 1st Inflow + 2nd Inflow = Outflow (hrs) (cfs) (cfs) (cfs) 13.90 12.41 154.85 167.25 14.00 11.92 159.64 171.56 ' 14.10 11.48 162.00 173.48 14.20 11.09 163.06 << 174.14 << 14.30 10.71 163.05 173.76 14.40 10.36 162.25 172.61 14.50 10.03 160.97 171.00 '. 14.60 9.73 159.37 169.11 14.70 9.46 157.49 166.95 14.80 9.21 155.34 164.56 14.90 8.98 152.96 161.95 15.00 8.77 150.39 159.15 15.10 8.56 147.63 156.18 ' 15.20 8.35 144.69 153.04 15.30 8.15 141.59 149.73 15.40 7.94 138.32 146.26 15.50 7.73 134.89 142.62 ' 15.60 7.52 131.32 138.84 15.70 7.31 127.60 134.91 15.80 7.09 123.75 130.84 15.90 6.87 119.78 126.65 ' 16.00 6.65 115.69 122.34 16.10 6.43 111.49 117.92 16.20 6.22 107.18 113.40 16.30 6.01 102.77 108.78 ' 16.40 5.82 98.2.7 104.09 16.50 5.64 93.69 99.34 16.60 5.49 89.04 94.52 16.70 5.35 84.32 89.67 ' 16.80 5.22 79.55 84.77 16.90 5.10 74.77 79.87 17.00 4.99 70.04 75.04 ' 17.10 4.89 65.46 70.35 17.20 4.79 61.12 65.92 17.30 4.69 57.52 62.21 17.40 4.60 54.79 59.38 ' 17.50 4.50 52.50 57.00 17.60 4.40 50.59 54.98 17.70 4.30 48.93 53.23 17.80 4.20 47.43 51.62 ' 17.90 4.10 46.01 50.11 18.00 3.99 t 44.68 48.67 18.10 3.89 43.41 47.31 18.20 3.80 42.21 46.01 ' 18.30 3.70 41.06 44.76 18.40 3.62 39.95 43.57 18.50 3.54 38.88 42.43 ' 18.60 3.48 37.85 41.34 18.70 3.43 36.87 40.29 18.80 3.38 35.92 39.30 Continues on next page... ' #1+#2 Page 3 Hydrograph Discharge Table ' Time 1st Inflow + 2nd Inflow = Outflow (hrs) (cfs) (cfs) (cfs) 18.90 3.34 35.01 38.34 19.00 3.30 34.13 37.43 19.10 3.27 33.28 36.55 19.20 3.24 32.47 35.71 19.30 3.21 31.69 34.90 19.40 3.18 30.93 34.12 19.50 3.15 30.21 33.36 '. 19.60 3.12 29.51 32.64 19.70 3.09 28.85 31.94 19.80 3.06 28.21 31.27 ' 19.90 3.03 27.60 30.64 20.00 3.00 27.03 30.03 20.10 2.97 26.48 29.45 ' 20.20 2.94 25.96 28.90 20.30 2.91 25.47 28.38 20.40 2.88 25.00 27.88 20.50 2.85 24.55 27.41 20.60 2.82 24.13 26.95 20.70 2.79 23.73 26.52 20.80 2.76 23.35 26.11 20.90 2.73 22.98 25.71 ' 21.00 2.70 22.63 25.33 21.10 2.67 22.29 24.96 21.20 2.64 21.97 24.61 ' 21.30 2.61 21.66 24.27 21.40 2.58 21.36 23.94 21.50 2.54 21.07 23.61 21.60 2.51 20.79 23.30 ' 21.70 2.48 20.51 22.99 21.80 2.45 20.25 22.70 21.90 2.42 19.99 22.41 22.00 2.39 19.74 22.13 ' 22.10 2.41 19.52 21.93 22.20 2.44 19.30 21.75 22.30 2.48 19.10 21.58 ' 22.40 2.52 18.90 21.42 22.50 2.57 18.71 21.28 22.60 2.53 18.53 21.06 22.70 2.49 18.35 20.84 ' 22.80 2.45 18.18 20.63 22.90 2.41 18.01 20.41 23.00 2.36 17.84 20.20 23.10 2.31 17.69 20.00 ' 23.20 2.26 17.53 19.79 23.30 2.20 17.38 19.58 23.40 2.18 17.23 19.41 ' 23.50 2.16 17.08 19.24 23.60 2.13 16.94 19.07 23.70 2.11 16.80 18.91 23.80 2.08 16.67 18.75 Continues on next page... #1 +#2 Page 4 Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow (hrs) (cfs) (cfs) (cfs) ' 23.90 2.06 16.54 18.60 24.00 2.04 16.41 18.45 24.10 1.95 16.23 18.18 24.20 1.81 16.02 17.83 24.30 1.62 15.79 17.41 24.40 1.36 15.54 16.90 24.50 1.06 15.27 16.32 '. 24.60 0.79 14.97 15.76 24.70 0.56 14.66 15.22 24.80 0.37 14.32 14.69 ' 24.90 0.22 13.96 14.18 25.00 0.11 13.58 13.69 25.10 0.04 13.18 13.22 ' 25.20 0.00 12.76 12.76 25.30 0.00 12.32 12.32 25.40 0.00 11.86 11.86 25.50 0.00 11.38 11.38 25.60 0.00 10.88 10.88 25.70 0.00 10.36 10.36 25.80 0.00 9.83 9.83 25.90 0.00 9.27 9.27 26.00 0.00 8.70 8.70 26.10 0.00 8.14 8.14 26.20 0.00 7.61 7.61 ' 26.30 0.00 7.09 7.09 26.40 0.00 6.60 6.60 26.50 0.00 6.12 6.12 26.60 0.00 5.66 5.66 ' 26.70 0.00 5.22 5.22 26.80 0.00 4.80 4.80 26.90 0.00 4.39 4.39 27.00 0.00 4.01 4.01 ' 27.10 0.00 3.64 3.64 27.20 0.00 3.29 3.29 27.30 0.00 2.95 2.95 ' 27.40 0.00 2.64 2.64 27.50 0.00 2.36 2.36 27.60 0.00 2.09 2.09 27.70 0.00 1.83 1.83 ' 27.80 0.00 1.60 1.60 27.90 0.00 1.38 1.38 28.00 0.00 1.18 1.18 28.10 0.00 0.99 0.99 ' 28.20 0.00 0.82 0.82 28.30 0.00 0.67 0.67 28.40 0.00 0.53 0.53 ' 28.50 0.00 0.41 0.41 28.60 0.00 0.31 0.31 28.70 0.00 0.22 0.22 28.80 0.00 0.15 0.15 ' Continues on next page... ' #1 +#2 Page 5 Hydrograph Discharge Table ' Time 1st Inflow + 2nd Inflow = Outflow (hrs) (cfs) (cfs) (cfs) 28.90 0.00 0.09 0.09 29.00 0.00 0.04 0.04 ' 29.10 0.00 0.01 0.01 ...End x ' 3 - Combine - 100 Yr - Qp = 174 .14 cfs 200 --- ' 15 0 --- In ' Q 100 In ' 5 0 -- --- ---- - - - ----— --- 0 _ , Out 0 5 10 15 20 25 30 Time Mrs) ' Hydrograph Report Page 1 ' Hyd. No. 4 AREA#3 Hydrograph type = SCS Runoff Peak discharge = 213.76 cfs Storm frequency = 100 yrs Time interval = 6 min ' Drainage area = 249 ac Curve number = 59 Basin Slope = 2 % Hydraulic length = 2500 ft Tc method = LAG Time of conc. (Tc) = 83.2 min Total precip. = 6.90 in Distribution = Type III ' Storm duration = 24 hrs Shape factor = 484 Total Volume=2,202,630 cult,50.565 acft Hydrograph Discharge Table ' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) ' 10.40 0.01 13.80 148.78 17.20 29.28 20.60 15.90 10.50 0.05 13.90 136.33 17.30 28.52 20.70 15.74 10.60 0.12 14.00 123.57 17.40 27.81 20.80 15.57 10.70 0.24 14.10 110.75 17.50 27.13 20.90 15.41 ' 10.80 0.42 14.20 98.19 17.60 26.48 21.00 15.25 10.90 0.69 14.30 86.32 17.70 25.85 21.10 15.08 11.00 1.04 14.40 76.89 17.80 25.25 21.20 14.92 ' 11,10 1.52 14.50 70.54 17.90 24.67 21.30 14.75 11.20 2.15 14.60 65.74 18.00 24.10 21.40 14.59 11.30 2.96 14.70 62.20 18.10 23.55 21.50 14.42 11.40 3.96 14.80 59.53 18.20 23.01 21.60' 14.26 11.50 5.21 14.90 57.34 18.30 22.49 21.70 14.09 11.60 6.84 15.00 55.38 18.40 21.98 21.80 13.92 11.70 9.21 15.10 53.62 18.50 21.48 21.90 13.76 11.80 12.81 15.20 52.02 18.60 21.00 22.00 13.59 ' 11.90 18.29 15.30 50.54 18.70 20.54 22.10 13.51 12.00 28.47 15.40 49.13 18.80 20.11 22.20 13.44 12.10 44.35 15.50 47.77 18.90 19.71 22.30 13.38 ' 12.20 63.29 15.60 46.46 19.00 19.34 22.40 13.33 12.30 84.65 15.70 45.18 19.10 19.00 22.50 13.29 12.40 107.71 15.80 43.95 19.20 18.69 22.60 13.26 12.50 131.45 15.90 42.73 19.30 18.40 22.70 13.24 ' 12.60 154.86 16.00 41.54 19.40. 18.13 22.80 13.23 12.70 177.06 16.10 40.37 19.50 17.88 22.90 13.24 12.80 196.91 16.20 39.21 19.60 17.65 23.00 13.11 12.90 209.72 16.30 38.07 19.70 17.44 23.10 12.97 13.00 213.76 << 16.40 36.95 19.80 17.24 23.20 12.84 13.10 213.12 16.50 35.85 19.90 17.06 23.30 12.70 13.20 208.68 16.60 34.78 20.00 16.88 23.40 12.57 ' 13.30 201.47 16.70 33.74 20.10 16.71 23.50 12.42 13.40 192.63 16.80 32.75 20.20 16.55 23.60 12.28 13.50 182.83 16.90 31.80 20.30 16.38 23.70 12.13 13.60 172.17 17.00 30.91 20.40 16.22 23.80 11.98 13.70 160.78 17.10 30.07 20.50 16.06 23.90 11.82 Continues on next page... ' AREA#3 Page 2 Hydrograph Discharge Table ' Time -- Outflow (hrs cfs) 24.00 11.67 24.10 11.41 ' 24.20 11.06 24.30 10.61 24.40 10.06 24.50 9.48 24.60 8.81 24.70 8.05 24.80 7.21 24.90 6.28 ' 25.00 5.42 25.10 4.63 25.20 3.90 25.30 3.24 ' 25.40 2.64 25.50 2.10 25.60 1.63 ' 25.70 1.22 25.80 0.87 25.90 0.57 26.00 0.34 ' 26.10 0.17 26.20 0.06 ' ...End t ' 4 - SCS Runoff - 100 Yr - Qp = 213.75 cfs 250--- - - ' 200 ' 150- - - Q 100 Out ' 50 00 5 10 15 20 25 Time Mrs) e Hydrograph Report Page 1 ' Hyd. No. 5 Al + A2 + A3 Hydrograph type = Combine Peak discharge = 335.39 cfs Storm frequency = 100 yrs Time interval = 6 min ' 1 st inflow hyd. No. = 3 2nd inflow hyd. No. = 4 Total Volume=5,473,522 cuft,125.655 acft ' Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow (hrs) (cfs) (cfs) (cfs) 10.90 0.77 0.69 1.45 ' 11.00 1.06 1.04 2.11 11.10 1.46 1.52 2.98 11.20 1.95 2.15 4.11 11.30 2.58 2.96 5.54 ' 11.40 3.36 3.96 7.33 11.50 4.32 5.21 9.53 11.60 5.59 6.84 12.43 ' 11.70 7.45 9.21 16.67 11.80 10.31 12.81 23.13 11.90 14.71 18.29 32.99 12.00 23.07 28.47 51.54 ' 12.10 36.17 44.35 80.53 12.20 51.46 63.29 114.74 12.30 67.97 84.65 152.62 12.40 84.50 107.71 192.21 ' 12.50 97.64 131.45 229.09 12.60 105.95 154.86 260.81 12.70 111.82 177.06 288.88 ' 12.80 115.73 196.91 312.64 12.90 118.31 209.72 328.02 13.00 120.31 213.76 << 334.06 13.10 122.27 213.12 335.39 << ' 13.20 124.49 208.68 333.17 13.30 128.07 201.47 329.54 13.40 133.48 192.63 326.11 13.50 139.80 182.83 322.63 13.60 146.79 172.17 318.95 13.70 154.01 160.78 314.79 13.80 160.98 a 148.78 309.77 13.90 167.25 136.33 303.58 ' 14.00 171.56 123.57 295.12 14.10 173.48 110.75 284.23 14.20 174.14 << 98.19 272.33 ' 14.30 173.76 86.32 260.08 14.40 172.61 76.89 249.50 14.50 171.00 70.54 241.54 14.60 169.11 65.74 234.85 ' Continues on next page... ' Al +A2+A3 Page 2 ' Hydrograph Discharge Table - Time 1st Inflow + 2nd Inflow - Outflow (hrs) (cfs) (cfs) (cfs) ' 14.70 166.95 62.20 229.15 14.80 164.56 59.53 224.09 ' 14.90 161.95 57.34 219.28 15.00 159.15 55.38 214.53 15.10 156.18 53.62 209.80 15.20 153.04 52.02 205.06 ' 15.30 149.73 50.54 200.27 15.40 146.26 49.13 195.38 15.50 142.62 47.77 190.39 15.60 138.84 46.46 185.30 15.70 134.91 45.18 180.09 15.80 130.84 43.95 174.79 15.90 126.65 42.73 169.38 ' 16.00 122.34 41.54 163.88 16.10 117.92 40.37 158.28 16.20 113.40 39.21 152.61 16.30 108.78 38.07 146.85 ' 16.40 104.09 36.95 141.04 16.50 99.34 35.85 135.18 16.60 94.52 34.78 129.30 ' 16.70 89.67 33.74 123.41 16.80 84.77 32.75 117.52 16.90 79.87 31.80 111.68 17.00 75.04 30.91 105.95 ' 17.10 70.35 30.07 100.42 17.20 65.92 29.28 95.19 17.30 62.21 28.52 90.74 17.40 59.38 27.81 87.19 ' 17.50 57.00 27.13 84.13 17.60 54.98 26.48 81.46 17.70 53.23 25.85 79.08 17.80 51.62 25.25 76.88 17.90 50.11 24.67 74.78 18.00 48.67 24.10 72.78 18.10 47.31 23.55 70.86 ' 18.20 46.01 23.01 69.02 18.30 44.76 22.49 67.25 18.40 43.57 21.98 65.54 18.50 42.43 21.48 63.90 ' 18.60 41.34 21.00 62.33 18.70 40.29 20.54 60.83 18.80 39.30 20.11 59.41 ' 18.90 38.34 19.71 58.05 19.00 37.43 19.34 56.77 19.10 36.55 19.00 55.55 19.20 35.71 18.69 54.40 ' 19.30 34.90 18.40 53.29 19.40 34.12 18.13 52.24 19.50 33.36 17.88 51.24 19.60 32.64 17.65 50.29 ' Continues on next page... ' Al +A2+A3 Page 3 Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow (hrs) (cfs) (cfs) (cfs) ' 19.70 31.94 17.44 49.38 19.80 31.27 17.24 48.52 ' 19.90 30.64 17.06 47.69 20.00 30.03 16.88 46.91 20.10 29.45 16.71 46.16 20.20 28.90 16.55 45.45 ' 20.30 28.38 16.38 44.76 20.40 27.88 16.22 44.11 20.50 27.41 16.06 43.47 20.60 26.95 15.90 42.85 20.70 26.52 15.74 42.26 20.80 26.11 15.57 41.68 . 20.90 25.71 15.41 41.12 ' 21.00 25.33 15.25 40.58 21.10 24.96 15.08 40.05 21.20 24.61 14.92 39.53 21.30 24.27 14.75 39.02 ' 21.40 23.94 14.59 38.52 21.50 23.61 14.42 38.03 21.60 23.30 14.26 37.56 ' 21.70 22.99 14.09 37.08 21.80 22.70 13.92 36.62 21.90 22.41 13.76 36.16 22.00 22.13 13.59 35.71 22.10 21.93 13.51 35.44 22.20 21.75 13.44 35.19 22.30 21.58 13.38 34.96 22.40 21.42 13.33 34.75 22.50 21.28 13.29 34.57 22.60 21.06 13.26 34.32 22.70 20.84 13.24 34.08 22.80 20.63 13.23 33.86 22.90 20.41 13.24 33.65 23.00 20.20 13.11 33.31 23.10 20.00 12.97 32.97 ' 23.20 19.79 12.84 32.63 23.30 19.58 12.70 32.29 23.40 19.41 12.57 31.97 23.50 19.24 12.42 31.66 ' 23.60 19.07 12.28 31.35 23.70 18.91 12.13 31.04 23.80 18.75 11.98 30.73 23.90 18.60 11.82 30.42 ' 24.00 18.45 11.67 30.11 24.10 18.18 11.41 29.59 24.20 17.83 11.06 28.89 ' 24.30 17.41 10.61 28.01 24.40 16.90 10.06 26.97 24.50 16.32 9.48 25.80 24.60 15.76 8.81 24.57 ' Continues on next page... Al +A2+A3 Page 4 Hydrograph Discharge Table ' Time 1st Inflow + 2nd Inflow Outflow (hrs) (cfs) (cfs) (cfs) ' 24.70 15.22 8.05 23.27 24.80 14.69 7.21 21.90 ' 24.90 14.18 6.28 20.46 25.00 13.69 5.42 19.11 25.10 13.22 4.63 17.85 25.20 12.76 3.90 16.66 ' 25.30 12.32 3.24 15.56 25.40 11.86 2.64 14.50 25.50 11.38 2.10 13.48 ' 25.60 10.88 1.63 12.51 25.70 10.36 1.22 11.58 25.80 9.83 0.87 10.69 25.90 9.27 ' 0.57 9.84 ' 26.00 8.70 0.34 9.04 26.10 8.14 0.17 8.31 26.20 7.61 0.06 7.67 26.30 7.09 0.00 7.09 ' 26.40 6.60 0.00 6.60 26.50 6.12 0.00 6.12 26.60 5.66 0.00 5.66 ' 26.70 5.22 0.00 5.22 26.80 4.80 0.00 4.80 26.90 4.39 0.00 4.39 27.00 4.01 0.00 4.01 ' 27.10 3.64 0.00 3.64 27.20 3.29 0.00 3.29 27.30 2.95 0.00 2.95 27.40 2.64 0.00 2.64 ' 27.50 2.36 0.00 2.36 27.60 2.09 0.00 2.09 27.70 1.83 0.00 1.83 ' 27.80 1.60 0.00 1.60 27.90 1.38 0.00 1.38 28.00 1.18 0.00 1.18 ' ...End ' 5 - Combine - 100 Yr - Qp = 335.39 cfs 400 -- - ' 300- - - In ' Q 200- — -- - / In ' 10 0 - — 0 --- — --- � out ' 0 5 10 15 20 25 30 Time (Hrs) ' Hydrograph Report Page 1 Hyd. No. 6 AREA#4 ' Hydrograph type = SCS Runoff Peak discharge = 46.85 cfs Storm frequency = 100 yrs Time interval = 6 min ' Drainage area = 59 ac Curve number = 63 Basin Slope = 1 % Hydraulic length = 3000 ft Tc method = LAG Time of conc. (Tc) = 122.9 min Total precip. = 6.90 in Distribution = Type III Storm duration = 24 hrs Shape factor = 484 Total Volume=611,121 tuft,14.029 acft Hydrograph Discharge Table ' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) ' 11.30 1.10 14.70 30.76 18.10 7.02 21.50 3.95 11.40 1.34 14.80 28.90 18.20 6.85 21.60 3.91 11.50 1.61 14.90 27.00 18.30 6.67 21.70 3.87 11.60 1.95 15.00 25.06 18.40 6.51 21.80 3.82 ' 11.70 2.41 15.10 23.11 18.50 6.35 21.90 3.78 11.80 3.06 15.20 21.18 18.60 6.20 22.00 3.74 11.90 3.97 15.30 19.31 18.70 6.05 22.10 3.70 ' 12.00 5.54 15.40 17.56 18.80 5.91 22.20 3.67 12.10 7.87 15.50 16.16 18.90 5.78 22.30 3.64 12.20 10.60 15.60 15.18 19.00 5.65 22.40 3.61 12.30 13.67 15.70 14.40 19.10 5.54 22.50 3.59 ' 12.40 16.98 15.80 13.78 19.20 5.42 22.60 3.56 12.50 20.42 15.90 13.28 19.30 5.32 22.70 3.53 12.60 23.93 16.00 12.84 19.40 5.22 22.80 3.51 12.70 27.51 16.10 12.43 19.50 5.12 22.90 3.49 12.80 31.11 16.20 12.05 19.60 5.03 23.00 3.46 12.90 34.69 16.30 11.68 19.70 4.95 23.10 3.44 13.00 38.16 16.40 11.34 19.80 4.87 23.20 3.43 ' 13.10 41.39 16.50 11.00 19.90 4.79 23.30 3.41 13.20 44.24 16.60 10.68 20.00 4.72 23.40 3.38 13.30 46.10 16.70 10.36 20.10 4.65 23.50 3.34 13.40 46.78 16.80 10.06 20.20 4.59 23.60 3.31 ' 13.50 46.85 << 16.90 9.77 20.30 4.53 23.70 3.28 13.60 46.41 17.00 9.49 20.40 4.47 23.80 3.25 13.70 45.61 ' 17.10 9.21 20.50 4.42 23.90 3.21 13.80 44.58 17.20 8.95 20.60 4.36 24.00 3.18 ' 13.90 43.42 17.30 8.71 20.70 4.31 24.10 3.13 14.00 42.13 17.40 8.47 20.80 4.26 24.20 3.08 14.10 40.74 17.50 8.24 20.90 4.22 24.30 3.01 ' 14.20 39.25 17.60 8.02 21.00 4.17 24.40 2.93 14.30 37.68 17.70 7.80 21.10 4.13 24.50 2.84 14.40 36.04 17.80 7.60 21.20 4.08 24.60 2.74 14.50 34.34 17.90 7.40 21.30 4.04 24.70 2.62 ' 14.60 32.58 18.00 7.21 21.40 4.00 24.80 2.50 ' Continues on next page... ' AREA#4 Page 2 Hydrograph Discharge Table ' Time -- Outflow (hrs cfs) 24.90 2.37 25.00 2.22 ' 25.10 2.07 25.20 1.90 25.30 1.73 25.40 1.56 ' 25.50 1.40 25.60 1.26 25.70 1.12 ' ...End ' Hydrograph Report Page 1 ' Hyd. No. 7 Al + A2 + A3 + A4 ' Hydrograph type = Combine Peak discharge = 377.41 cfs Storm frequency = 100 yrs Time interval = 6 min 1st inflow hyd. No. = 5 2nd inflow hyd. No. = 6 Total Volume=6,084,643 cuft,139.684 adt ' t�Edrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow ' (hrs) (cfs) (cfs) (cfs) i 10..80 0.97 0.35 1.32 10.90 1.45 0.46 1.91 11.00 2.11 0.58 2.69 11.10 2.98 0.73 3.71 11.20 4.11 0.90 5.01 11.30 5.54 1.10 6.64 11.40 7.33 1.34 8.66 11.50 9.53 1.61 11.14 ' 11.60 12.43 1.95 14.38 11.70 16.67 2.41 19.08 11.80 23.13 3.06 26.18 11.90 32.99 3.97 36.96 ' 12.00 51.54 5.54 57.08 12.10 80.53 7.87 88.40 12.20 114.74 10.60 125.35 12.30 152.62 13.67 166.29 ' 12.40 192.21 16.98 209.18 12.50 229.09 20.42 249.51 12.60 260.81 23.93 284.74 ' 12.70 288.88 27.51 316.39 12.80 312.64 31.11 343.75 12.90 328.02 34.69 362.71 13.00 334.06 38.16 372.22 1 13,.10 335.39 << 41.39 376.78 13.20 333.17 44.24 377.41 << 13.30 329.54 46.10 375.64 13.40 326.11 46.78 372.89 ' 1�1.50 322.63 46.85 << 369.48 13.60 318.95 46.41 365.36 .1 70 314.79 45.61 360.40 19,80 309.77 44.58 354.35 13,90 303.58 43.42 347.00 14.00 295.12 42.13 337.26 1410 284.23 40.74 324.97 ' 14..20 272.33 39.25 311.58 1430 260.08 37.68 297.76 140 249.50 36.04 285.54 14.50 241.54 34.34 275.88 t Continues on next page... ' Al+A2+A3+A4 Page 2 Hydrograph Discharge Table ' + = Outflow Time 1st Inflow 2nd Inflow ' (hrs) (cfs) (cfs) (cfs) 14.60 234.85 32.58 267.43 14.70 229.15 30.76 259.91 ' 14.80 224.09 28.90 252.99 14.90 219.28 27.00 246.28 15.00 214.53 25.06 239.59 15.10 209.80 23.11 232.91 ' 15.20 205.06 21.18 226.24 15.30 200.27 19.31 219.58 15.40 195.38 17.56 212.95 ' 15.50 190.39 16.16 206.55 15.60 185.30 15.18 200.47 15.70 180.09 14.40 194.49 15.80 174.79 13.78 188.57 ' 15.90 169.38 13.28 182.67 16.00 163.88 12.84 176.72 16.10 158.28 12.43 170.72 16.20 152.61 12.05 164.65 ' 16.30 146.85 11.68 158.54 16.40 141.04 11.34 152.38 16.50 135.18 11.00 146.19 16.60 129.30 10.68 139.98 16.70 123.41 10.36 133.77 16.80 117.52 10.06 127.58 16.90 111.68 9.77 121.45 ' 17.00 105.95 9.49 115.44 17.10 100.42 9.21 109.64 17.20 95.19 8.95 104.15 17.30 90.74 8.71 99.44 17.40 87.19 8.47 95.66 17.50 84.13 8.24 92.37 17.60 81.46 8.02 89.48 ' 17.70 79.08 7.80 86.89 17.80 76.88 7.60 84.48 17.90 74.78 7.40 82.18 18.00 72.78 7.21 79.99 ' 18.10 70.86 7.02 77.89 18.20 69.02 6.85 75.87 18.30 67.25 6.67 73.92 ' 18.40 65.54 6.51 72.05 18.50 63.90 6.35 70.25 18.60 62.33 6.20 68.53 18.70 60.83 6.05 66.89 ' 18.80 59.41 5.91 65.32 18.90 58.05 5.78 63.83 19.00 56.77 5.65 62.43 19.10 55.55 5.54 61.09 ' 19.20 54.40 5.42 59.82 19.30 53.29 5.32 58.61 19.40 52.24 5.22 57.46 19.50 51.24 5.12 56.37 ' Continues on next page... ' Al+A2+A3+A4 Page 3 Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow (hrs) (cfs) (cfs) (cfs) 19.60 50.29 5.03 55.32 19.70 49.38 4.95 54.33 ' 19.80 46.52 4.87 53.39 19.90 47.69 4.79 52.49 20.00 46.91 4.72 51.63 20.10 46.16 4.65 50.82 ' 20.20 45.45 4.59 50.04 20.30 44.76 4.53 49.29 20.40 44.11 4.47 48.58 20.50 43.47 4.42 47.88 20.60 42.85 4.36 47.22 20.70 42.26 4.31 46.57 20.80 41.68 4.26 45.94 ' 20.90 41.12 4.22 45.34 21.00 40.58 4.17 44.75 21.10 40.05 4.13 44.17 21.20 39.53 4.08 43.61 ' 21.30 39.02 4.04 43.06 21.40 38.52 4.00 42.52 21.50 38.03 3.95 41.99 ' 21.60 37.56 3.91 41.46 21.70 37.08 3.87 40.95 21.80 36.62 3.82 40.44 21.90 36.16 3.78 39.94 ' 22.00 35.71 3.74 39.45 22.10 35.44 3.70 39.14 22.20 35.19 3.67 38.86 22.30 34.96 3.64 38.60 ' 22.40 34.75 3.61 38.37 22.50 34.57 3.59 38.16 22.60 34.32 3.56 37.88 ' 22.70 34.08 3.53 37.61 22.80 33.86 3.51 37.37 22.90 33.65 3.49 37.14 23.00 33.31 3.46 36.78 ' 23.10 32.97 3.44 36.42 23.20 32.63 3.43 36.06 23.30 32.29 3.41 35.69 23.40 31.97 3.38 35.35 23.50 31.66 3.34 35.01 23.60 31.35 3.31 34.66 23.70 31.04 3.28 34.32 ' 23.80 30.73 3.25 33.98 23.90 30.42 3.21 33.63 24.00 30.11 3.18 33.29 24.10 29.59 3.13 32.72 24.20 28.89 3.08 31.97 24.30 28.01 3.01 31.02 24.40 26.97 2.93 29.90 24.50 25.80 2.84 28.64 ' Continues on next page... ' Al +A2+A3+A4 Page 4 Hydrograph Discharge Table ' Time 1st Inflow + 2nd Inflow = Outflow (hrs) (cfs) (cfs) (cfs) 24.60 24.57 2.74 27.31 24.70 23.27 2.62 25.89 ' 24.80 21.90 2.50 24.40 24.90 20.46 2.37 22.83 25.00 19.11 2.22 21.34 25.10 17.85 2.07 19.91 ' 25.20 16.66 1.90 18.56 25.30 15.56 1.73 17.28 25.40 14.50 1.56 16.06 25.50 13.48 1.40 14.88 25.60 12.51 1.26 13.76 25.70 11.58 1.12 12.70 25.80 10.69 0.99 11.68 ' 25.90 9.84 0.87 10.71 26.00 9.04 0.76 9.80 26.10 8.31 0.65 8.97 26.20 7.67 0.56 8.22 ' 26.30 7.09 0.47 7.56 26.40 6.60 0.39 6.99 26.50 6.12 0.32 6.44 26.60 5.66 0.25 5.92 26.70 5.22 0.20 5.42 26.80 4.80 0.15 4.95 26.90 4.39 0.10 4.50 ' 27.00 4.01 0.07 4.08 27.10 3.64 0.04 3.68 27.20 3.29 0.02 3.31 27.30 2.95 0.01 2.96 ' 27.40 2.64 0.00 2.64 27.50 2.36 0.00 2.36 27.60 2.09 0.00 2.09 ' 27.70 1.83 0.00 1.83 27.80 1.60 0.00 1.60 27.90 1.38 0.00 1.38 28.00 1.18 0.00 1.18 ' ...End z ' 7 - Combine - 100 Yr - Qp = 377.41 cfs 400 ' 300 — - In Q 2 0 0 - - - — -- / In ' 100 ' Out ' 00 5 10 15 20 25 30 Time (Hrs) r ' Hydrograph Report Page 1 Hyd. No. 8 AREA#5 Hydrograph type = SCS Runoff Peak discharge = 78.75 cfs Storm frequency = 100 yrs Time interval = 6 min ' Drainage area = 30 ac Curve number = 77 Basin Slope = 1.5 % Hydraulic length = 1400 ft Tc method = LAG Time of conc. (Tc) = 37.2 min Total precip. = 6.90 in Distribution = Type III ' Storm duration = 24 hrs Shape factor = 484 ' Total Volume=480,213 cuft, 11.024 acft Hydrograph Discharge Table ' Time -- Outflow Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) (hrs cfs) ' 8.80 1.00 12.20 59.47 15.60 6.71 19.00 2.89 8.90 1.11 12.30 72.55 15.70 6.50 19.10 2.87 9.00 1.23 12.40 78.75 << 15.80 6.29 19.20 2.84 9.10 1.35 12.50 76.74 15.90 6.08 19.30 2.81 ' 9.20 1.48 12.60 70.80 16.00 5.86 19.40 2.78 9.30 1.62 12.70 62.02 16.10 5.65 19.50 2.76 9.40 1.77 12.80 51.68 16.20 5.45 19.60 2.73 ' 9.50 1.92 12.90 41.16 16.30 5.26 19.70 2.70 9.60 2.08 13.00 31.39 16.40 5.10 19.80 2.67 9.70 2.24 13.10 24.19 16.50 4.95 19.90 2.64 9.80 2.41 13.20 19.91 16.60 4.82 20.00 2.62 9.90 2.59 13.30 16.96 16.70 4.70 20.10 2.59 10.00 2.77 13.40 15.07 16.80 4.59 20.20 2.56 10.10 2.96 13.50 13.92 16.90 4.49 20.30 2.53 10.20 3.16 13.60 13.12 17.00 4.40 20.40 2.50 ' 10.30 3.38 13.70 12.46 17.10 4.31 20.50 2.48 10.40 3.63 13.80 11.90 17.20 4.21 20.60 2.45 10.50 3.90 13.90 11.42 17.30 4.12 20.70 2.42 ' 10.60 4.19 14.00 10.99 17.40 4.03 20.80 2.39 10.70 4.51 14.10 10.57 17.50 3.94 20.90 2.36 10.80 4.85 14.20 10.16 17.60 3.84 21.00 2.33 10.90 5.21 14.30 9.78 17.70 3.75 21.10 2.31 ' 11.00 5.59 14.40 9.44 17.80 3.66 21.20 2.28 11.10 6.00 14.50 9.13 17.90 3.56 21.30 2.25 11.20 6.47 =14.60 8.86 18.00 3.47 21.40 2.22 11.30 7.05 14.70 8.61 18.10 3.38 21.50 2.19 ' 11.40 7.76 14.80 8.38 18.20 3.29 21.60 2.16 11.50 8.63 14.90 8.16 18.30 3.21 21.70 2.14 11.60 9.87 15.00 7.95 18.40 3.14 21.80 2.11 ' 11.70 11.95 15.10 7.75 18.50 3.08 21.90 2.08 11.80 15.38 15.20 7.54 18.60 3.03 22.00 2.05 11.90 20.78 15.30 7.33 18.70 2.99 22.10 2.10 12.00 30.79 15.40 7.12 18.80 2.95 22.20 2.15 ' 12.10 44.99 15.50 6.92 18.90 2.92 22.30 2.20 ' Continues on next page... ' AREA#5 Page 2 Hydrograph Discharge Table ' Time -- Outflow (hrs cfs) ' 22.40 2.27 22.60 2.23 ' 22.60 2.19 22.70 2.14 22.80 2.09 22.90 2.04 ' 23.00 1.99 23.10 1.93 23.20 1.91 ' 23.30 1.89 23.40 1.87 23.50 1.84 23.60 1.82 ' 23.70 1.80 23.80 1.78 23.90 1.76 24.00 1.74 ' 24.10 1.64 24.20 1.47 24.30 1.23 ' ...End ' 8 - SCS Runoff - 100 Yr - Qp = 78.75 cfs 80 ' 60 ' Q 40 out ' 20 00 5 10 15 20 25 Time (Hrs) ' Hydrograph Report Page Hyd. No. 9 Al+A2+A3+A4+A5 ' Hydrograph type = Combine Peak discharge = 403.87 cfs Storm frequency = 100 yrs Time interval = 6 min 1st inflow hyd. No. = 7 2nd inflow hyd. No. = 8 Total Volume=6,564,859 cuft, 150.708 acft ' Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow ' (hrs) (cfs) (cfs) (cfs) 8.80 0.00 1.00 1.00 ' 8.90 0.00 1.11 1.11 9.00 0.00 1.23 1.23 9.10 0.00 1.35 1.35 9.20 0.00 1.48 1.48 ' 9.30 0.00 1.62 1.62 9.40 0.00 1.77 1.77 9.50 0.00 1.92 1.92 ' 9.60 0.00 2.08 2.08 9.70 0.00 2.24 2.24 9.80 0.00 2.41 2.41 9.90 0.01 2.59 2.59 ' 10.00 0.02 2.77 2.79 10.10 0.04 2.96 3.00 10.20 0.08 3.16 3.24 10.30 0.14 3.38 3.52 10.40 0.23 3.63 3.86 10.50 0.37 3.90 4.27 10.60 0.58 4.19 4.78 10.70 0.89 4.51 5.40 10.80 1.32 4.85 6.17 10.90 1.91 5.21 7.12 11.00 2.69 5.59 8.28 ' 11.10 3.71 6.00 9.71 11.20 5.01 6.47 11.48 11.30 6.64 7.05 13.69 11.40 8.66 7.76 16.42 ' 11.50 11.14 8.63 19.77 11.60 14.38 9.87 24.25 11.70 19.08 11.95 31.02 11.80 26.18 15.38 41.56 11.90 36.96 20.78 57.75 12.00 57.08 30.79 87.87 12.10 88.40 44.99 133.38 ' 12.20 125.35 59.47 184.82 12.30 166.29 72.55 238.84 12.40 209.18 78.75 << 287.94 12.50 249.51 76.74 326.25 ' Continues on next page... ' Al+A2+A3+A4+A5 Page 2 Hydrograph Discharge Table ' Time 1st Inflow + 2nd Inflow = Outflow (hrs) (cfs) (cfs) (cfs) 12.60 284.74 70.80 355.55 12.70 316.39 62.02 378.41 12.80 343.75 51.68 395.43 12.90 362.71 41.16 403.87 << 13.00 372.22 31.39 403.61 13.10 376.78 24.19 400.97 ' 13.20 377.41 << 19.91 397.32 13.30 375.64 16.96 392.60 13.40 372.89 15.07 387.97 ' 13.50 369.48 13.92 383.40 13.60 365.36 13.12 378.48 13.70 360.40 12.46 372.85 13.80 354.35 11.90 366.25 ' 13.90 347.00 11.42 358.42 14.00 337.26 10.99 348.24 14.10 324.97 10.57 335.53 14.20 311.58 10.16 321.74 ' 14.30 297.76 9.78 307.54 14.40 285.54 9.44 294.98 14.50 275.88 9.13 285.01 14.60 267.43 8.86 276.29 14.70 259.91 8.61 268.52 14.80 252.99 8.38 261.37 14.90 246.28 8.16 254.44 15.00 239.59 7.95 247.54 15.10 232.91 7.75 240.66 15.20 226.24 7.54 233.78 15.30 219.58 7.33 226.91 15.40 212.95 7.12 220.07 15.50 206.55 6.92 213.47 15.60 200.47 6.71 207.18 ' 15.70 194.49 6.50 200.99 15.80 188.57 6.29 194.86 15.90 182.67 6.08 188.74 16.00 176.72 5.86 182.59 ' 16.10 170.72 5.65 176.37 16.20 164.65 5.45 170.11 16.30 158.54 5.26 163.80 16.40 152.38 5.10 157.47 ' 16.50 146.19 4.95 151.13 16.60 139.98 4.82 144.79 16.70 133.77 Z 4.70 138.47 16.80 127.58 4.59 132.17 16.90 121.45 4.49 125.94 17.00 115.44 4.40 119.84 17.10 109.64 4.31 113.94 ' 17.20 104.15 4.21 108.36 17.30 99.44 4.12 103.56 17.40 95.66 4.03 99.69 17.50 92.37 3.94 96.30 ' Continues on next page... ' Al+A2+A3+A4+A5 Page 3 Hydrograph Discharge Table 2nd Inflow Time 1st Inflow + = Outflow ' (hrs) (cfs) (cfs) (cfs) 17.60 89.48 3.84 93.32 17.70 86.89 3.75 90.64 ' 17.80 84.48 3.66 88.13 17.90 82.18 3.56 85.74 18.00 79.99 3.47 83.46 18.10 77.89 3.38 81.26 ' 18.20 75.87 3.29 79.16 18.30 73.92 3.21 77.13 18.40 72.05 3.14 75.19 ' 18.50 70.25 3.08 73.33 18.60 68.53 3.03 71.56 18.70 66.89 2.99 69.88 18.80 65.32 2.95 68.28 ' 18.90 63.83 2.92 66.76 19.00 62.43 2.89 65.32 19.10 61.09 2.87 63.96 19.20 59.82 2.84 62.66 ' 19.30 58.61 2.81 61.42 19.40 57.46 2.78 60.24 19.50 56.37 2.76 59.12 ' 19.60 55.32 2.73 58.05 19.70 54.33 2.70 57.03 19.80 53.39 2.67 56.06 19.90 52.49 2.64 55.13 ' 20.00 51.63 2.62 54.25 20.10 50.82 2.59 53.41 20.20 50.04 2.56 52.60 ' 20.30 49.29 2.53 51.83 20.40 48.58 2.50 51.08 20.50 47.88 2.48 50.36 20.60 47.22 2.45 49.66 ' 20.70 46.57 2.42 48.99 20.80 45.94 2.39 48.34 20.90 45.34 2.36 47.70 21.00 44.75 2.33 47.08 ' 21.10 44.17 2.31 46.48 21.20 43.61 2.28 45.89 21.30 43.06 2.25 45.31 21.40 42.52 2.22 44.74 ' 21.50 41.99 2.19 44.18 21.60 41.46 2.16 43.63 21.70 40.95 2.14 43.09 ' 21.80 40.44 2.11 42.55 21.90 39.94 2.08 42.02 22.00 39.45 2.05 41.50 22.10 39.14 2.10 41.24 22.20 38.86 2.15 41.01 22.30 38.60 2.20 40.81 22.40 38.37 2.27 40.64 22.50 38.16 2.23 40.39 tContinues on next page... ' Al+A2+A3+A4+A5 Page 4 Hydrograph Discharge Table ' Time 1st Inflow + 2nd Inflow = Outflow (hrs) (cfs) (cfs) (cfs) ' 22.60 37.88 2.19 40.07 22.70 37.61 2.14 39.76 ' 22.80 37.37 2.09 39.46 22.90 37.14 2.04 39.18 23.00 36.78 1.99 38.76 23.10 36.42 1.93 38.34 ' 23.20 36.06 1.91 37.96 23.30 35.69 1.89 37.58 23.40 35.35 1.87 37.22 ' 23.50 35.01 1.84 36.85 23.60 34.66 1.82 36.49 23.70 34.32 1.80 36.12 23.80 33.98 1.78 35.76 ' 23.90 33.63 1.76 35.39 24.00 33.29 1.74 35.03 24.10 32.72 1.64 34.36 24.20 31.97 1.47 33.44 ' 24.30 31.02 1.23 32.25 24.40 29.90 0.92 30.82 24.50 28.64 0.65 29.30 24.60 27.31 0.43 27.74 ' 24.70 25.89 0.26 26.15 24.80 24.40 0.13 24.53 24.90 22.83 0.04 22.87 ' 25.00 21.34 0.00 21.34 25.10 19.91 0.00 19.91 25.20 18.56 0.00 18.56 25.30 17.28 0.00 17.28 ' 25.40 16.06 0.00 16.06 25.50 14.88 0.00 14.88 25.60 13.76 0.00 13.76 ' 25.70 12.70 0.00 12.70 25.80 11.68 0.00 11.68 25.90 10.71 0.00 10.71 26.00 9.80 0.00 9.80 ' 26.10 8.97 0.00 8.97 26.20 8.22 0.00 8.22 26.30 7.56 0.00 7.56 26.40 6.99 0.00 6.99 ' 26.50 6.44 0.00 6.44 26.60 5.92 0.00 5.92 26.70 5.42 0.00 5.42 ' 26.80 4.95 0.00 4.95 26.90 4.50 0.00 4.50 27.00 4.08 0.00 4.08 27.10 3.68 0.00 3.68 ' 27.20 3.31 0.00 3.31 27.30 2.96 0.00 2.96 27.40 2.64 0.00 2.64 27.50 2.36 0.00 2.36 ' Continues on next page... ' Al+A2+A3+A4+A5 Page 5 ' Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow ' (hrs) (cfs) (cfs) (cfs) 27.60 2.09 0.00 2.09 27.70 1.83 0.00 1.83 ' 27.80 1.60 0.00 1.60 27.90 1.38 0.00 1.38 28.00 1.18 0.00 1.18 ' End Z ' 9 - Combine - 100 Yr - Qp = 403.87 cfs 500 — 400 In ' 300- - - 4 200 - — - In ' 100 -- -- ---. -- -- ----- ---- - / out 00 5 10 15 20 25 30 Time (Hrs) ' Hydrograph Report Page 1 ' Hyd. No. 10 HIGH SCHOOL ' Hydrograph type = Reservoir Peak discharge = 394.57 cfs Storm frequency = 100 yrs Time interval = 6 min Inflow hyd. No. = 9 Reservoir name = HIGH SCHOOL ' Max. Elevation = 167.42 ft Max. Storage = 116,511 cuft Storage Indication method used. Total Volume=6,548,640 cuft,150.336 acft Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 10.60 4.78 164.01 7.16 ----- ----- ----- ----- ----- 7.16 ' 10.70 5.40 164.01 3.65 _____ =____ =____ _____ _____ 3.65 10.80 6.17 164.01 7.27 7.27 10.90 7.12 164.01 6.22 ----- ----- ---- - --- ----- 6.22 11.00 8.28 164.02 8.74 ----- ----- ----- ----- ----- 8.73 ' 11.10 9.71 164.02 9.17 ----- ----- 9.17 ----- ----- ----- 11.20 11.48 164.02 11.58 ----- ----- 11.58 11.30 13.69 164.02 13.28 ----- ----- ----- ----- ----- 13.28 ' 11.40 16.42 164.03 16.28 16.29 ----- ----- ----- ----- ----- 11.50 19.77 164.04 19.35 19.35 11.60 24.25 164.04 23.86 ----- ----- ----- ----- ----- 23.86 11.70 31.02 164.06 30.27 ----- ----- ----- ----- 30.26 ' 11.80 41.56 164.08 40.48 _____ _____ _____ _____ _____ 40.48 11.90 57.75 164.11 55.63 55.63 12.00 87.87 164.22 79.26 ----- ----- ----- ----- 79.26 ' 12.10 184.82 164.89 117.10 _____ ----- ----- --- ----- 117.10 12.20 184.82 164.89 160.61 160.61 12.30 238.84 165.19 226.72 ----- 226.72 12.40 287.94 165.48 259.84 ----- ----- ----- ----- ----- 259.84 ' 12.50 326.25 165.92 295.36 295.36 -_-- ----- ----- ----- ----- 12.60 355.55 166.27 321.26 321.26 12.70 378.41 166.61 344.46 ----- ----- ----- ----- ----- 344.46 12.80 395.43 166.93 365.01 ----- ----- ----- ----- 365.01 ' 12.90 403.87 << 167.14 378.15 378.15 --_- ----- ----- ----- ----- 13.00 403.61 167.29 386.84 386.84 13.10 400.97 167.38 392.00 ----- ----- ----- ----- ----- 392.00 ' 13.20 392.60 167.42 394.37 ----- _--- ----- ----- ---- 394.57 13.30 39 .60 167.42 394.57 394.57 « 13.40 387.97 167AQ 393.15 ----- 393.15 13.50 383.40 167.36 390.66 ----- ----- ----- ----- ----- 390.66 ' 13.60 378.48 167.30 387.42 387.42 ----- ----- ----- ----- ----- 13.70 372.85 167.23 383.45 383.45 13.80 366.25 167.15 378.72 ----- ----- ----- ----- ----- 378.72 13.90 358.42 167.06 373.08 ----- ----- ----- ----- ----- 373.08 14.00 348.24 166.93 365.09 _____ _____ _____ _____ _____ 365.09 14.10 335.53 166.76 353.97 353.97 14.20 321.74 166.56 341.53 ----- ----- ----- ----- ----- 341.53 ' 14.30 307.54 166.36 327.95 ----- ----- ----- ----- ----- 327.95 Continues on next page... ' HIGH SCHOOL Page 2 Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 14.40 294.98 166.17 314.02 ----- ----- ----- ----- ----- 314.02 14.50 285.01 165.99 300.93 ----- ----- ----- ----- ----- 300.93 14.60 276.29 165.80 286.22 ----- ----- ----- ----- ----- 286.22 ' 14.70 268.52 165.67 275.90 275.90 ----- ----- ----- ----- ----- 14.80 261.37 165.57 267.55 267.55 14.90 254.44 165.49 260.08 ----- ----- ----- ----- ----- 260.08 15.00 247.54 165.41 252.91 ----- ----- ----- ----- ----- 252.91 '. 15.10 240.66 165.33 245.83 _____ _____ _____ _____ _____ 245.83 15.20 233.78 165.25 238.79 238.79 15.30 226.91 165.19 230.02 ----- ----- ----- ----- ----- 230.02 ' 15.40 220.07 165.18 219.29 219.28 ----- ----- ----- ----- ----- 15.50 213.47 165.17 215.16 215.15 15.60 207.18 165.16 207.22 ----- ----- ----- ----- ----- 207.21 15.70 200.99 165.15 202.07 ----- ----- ----- ----- ---- 202.07 ' 15.80 194.86 165.14 195.26 _____ _. __ ._ __ _____ ___=_ 195.26 15.90 188.74 165.13 189.58 189.58 16.00 182.59 165.12 183.15 ----- ----- ----- ----- ----- 183.15 16.10 176.37 165.11 177.11 ----- ----- ----- ----- ----- 177.12 ' 16.20 170.11 165.10 170.80 _____ _____ _____ _____ _____ 170.80 16.30 163.80 165.05 170.46 170.46 16.40 157.47 164.93 163.94 ----- ----- ----- ----- ----- 163.94 ' 16.50 151.13 164.83 154.63 _____ _____ _____ _____ _____ 154.63 16.60 144.79 164.76 148.00 148.00 16.70 138.47 164.69 141.57 ----- ----- ----- ----- ----- 141.57 16.80 132.17 164.63 135.06 ----- ----- ----- ----- ----- 135.06 16.90 125.94 164.57 128.69 128.69 ----- ----- ----- ----- ----- 17.00 119.84 164.52 122.41 122.41 17.10 113.94 164.47 116.25 ----- ----- ----- ----- ----- 116.25 17.20 108.36 164.42 110.48 ----- ----- ----- ----- ----- 110.48 ' 17.30 103.56 164.38 105.24 _____ _____ _____ _____ ____ 105.24 17.40 99.69 164.35 100.92 100.92 17.50 96.30 164.33 97.42 ----- ----- ----- ----- ----- 97.42 ' 17.60 93.32 164.31 94.30 _____ _____ _____ ____ _____ 94.30 17.70 90.64 164.29 91.41 91.41 17.80 88.13 164.27 88.83 ----- ----- ----- ----- 88.83 17.90 85.74 164.26 86.42 ----- ----- ----- ----- ----- 86.42 ' 18.00 83.46 164.25 84.10 _____ _____ _____ _____ _____ 84.10 18.10 81.26 164.23 81.88 81.88 18.20 79.16 164.22 79.75 ----- ----- ----- ----- ----- 79.75 ' 18.30 77.13 164.21 77.70 ----- ----- ----- ----- ----- 77.70 18.40 75.19 164.20 75.70 75.70 ----- ----- ----- ----- ----- 18.50 73.33 164.19 73.70 ----- 73.70 18.60 71.56 164.1� 71.96 ----- ----- ----- ----- 71.96 ' 18.70 69.88 164.17 70.23 70.23 ----- ----- ----- ----- ----- 18.80 68.28 164.17 68.62 68.62 18.90 66.76 164.16 67.08 ----- ----- ----- ----- ----- 67.08 19.00 65.32 164.15 65.63 ----- ----- ----- ----- ----- 65.63 ' 19.10 63.96 164.15 64.25 _____ ____ _____ __=__ _____ 64.25 19.20 62.66 164.14 62.94 62.94 19.30 61.42 164.14 61.69 ----- ----- ----- ----- ----- 61.69 ' Continues on next page... ' HIGH SCHOOL Page 3 Hydrograph Discharge Table ' Time Inflow Elevation Culv.A Cuiv. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 19.40 60.24 164.13 60.50 ----- ----- ----- ----- ----- 60.50 19.50 59.12 164.12 59.36 ----- ----- ----- ----- ----- 59.36 19,60 58.05 164.12 58.28 ----- ----- ----- ----- 58,28 ' 19.70 57.03 164.12 57.25 57.25 ----- _--- ----- --_- ----- 19.80 56.06 164.11 56.27 56.27 19.90 55.13 164.11 55.33 ----- ----- ----- ----- ----- 55.33 20.00 54.25 164.10 54.44 ----- ----- ----- ----- ----- 54.44 20.10 53.41 164.10 53.54 ----- ----- ----- ----- ----- 53.54 20.20 52.60 164.10 52.63 ----- ----- ----- ----- ----- 52.63 20.30 51.83 164.10 51.92 ----- ----- ----- ----- ----- 51.92 ' 20.40 51.08 164.10 51.13 _____ _____ _____ _____ _____ 51.13 20.50 50.36 164.09 50.44 50.44 20.60 49.66 164.09 49.72 ----- ----- ----- ----- 49.72 20.70 48.99 164.09 49.05 ----- ----- ----- ----- ----- 49.06 ' 20.80 48.34 164.09 48.39 48.39 ----- ----- --_- ----- ----- 20.90 47.70 164.09 47.76 47.76 21.00 47.08 164.09 47.13 ----- ----- ----- - --- ----- 47.13 ' 21.10 45.89 164.09 45.94 ____ ===== =�-- -- __ ----- 45.53 94 21.20 45.89 164.09 45.94 45.94 21.30 45.31 164.08 45.36 ----- 45.36 21.40 44.74 164.08 44.79 ----- ----- ----- ----- ----- 44.79 ' 21.50 44.18 164.08 44.23 _____ _____ ___=_ _____ _____ 44.23 21.60 43.63 164.08 43.68 43.68 21.70 43.09 164.08 43.13 ----- ----- ----- ----- ----- 43.14 21.80 42.55 164.08 42.60 ----- ----- ----- ----- ----- 42.60 ' 21.90 42.02 164.08 42.07 42.07 ----- ----- ----- ----- ----- 22.00 41.50 164.08 41.55 41.55 22.10 41.24 164.08 41.24 ----- ----- ----- ----- ----- 41.25 ' 22.20 41.81 164.08 41.82 _____ _____ ----- __ -- ----- 41.04 82 22.30 40.81 164.08 40.82 ----- 40.82 22.40 40.64 164.08 40.65 ----- 40.66 22.50 40.39 164.08 40.42 ----- ----- ----- ----- ----- 40.41 ' 22.60 40.07 164.07 40.09 _____ _=___ _____ _____ _____ 40.10 22.70 39.76 164.07 39.78 39.78 22.80 39.46 164.07 39.49 ----- ----- ----- ----- ----- 39.49 22.90 39.18 164.07 39.20 ----- ----- ----- ----- ----- 39.20 ' 23.00 38.76 164.07 38.81 38.81 ----- ----- ----- ----- ----- 23.10 38.34 164.07 38.38 38.38 23.20 37.96 164.07 38.00 ----- ----- ----- ----- ----- 38.00 ' 23.30 37. 164.07 37. 37. 61 ----- ---- ---- ----- ----- 23.40 37.22 22 164.07 37.25 25 37.25 25 23.50 36.85 164.07 36.88 36.88 23.60 36.49 164.01 36.52 ----- ----- ----- ----- ----- 36.52 ' 23.70 36.12 164.07 36.15 ____= _____ _____ _____ _____ 36.15 23.80 35.76 164.07 35.79 35.79 23.90 35.39 164.07 35.42 ----- ----- ----- ----- ----- 35.42 24.00 35.03 164.07 35.06 ----- ----- ----- ----- ----- 35.06 24.10 34.36 164.06 34.44 _____ _____ _____ _____ _____ 34.44 24.20 33.44 164.06 33.53 33.52 24.30 32.25 164.06 32.38 ----- ----- ----- ----- ----- 32.38 Continues on next page... ' HIGH SCHOOL Page 4 Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 24.40 30.82 164.06 30.96 ----- ----- ----- ----- ----- 30.95 24.50 29.30 164.05 29.44 ----- ----- ----- ----- ----- 29.43 24,60 27.74 164,05 27.89 ----- ----- ----- ----- ----- 27.88 ' 24.70 26.15 164.05 26.29 ---_ 26.30 24.80 24.53 164.05 24.67 ----- ---_ ----- ----- 24.68 24.90 22.87 164.04 23.02 ----- ----- ----- ----- ----- 23.02 25.00 21.34 164.04 21.46 ----- ----- ----- ----- ----- 21.47 25.10 19.91 164.04 20.04 _ ___ _____ __ -- _____ _____ 20.04 25.20 18.56 164.03 18.68 -- 18.68 25.30 17.28 164.03 17.40 ----- ----- ----- ----- ----- 17.40 17 ' 25.40 14.88 164.03 14.99 _____ _____ _--�- __ �- _---- 14.99 25.50 14.88 164.03 14.99 14.99 25.60 13.76 164.03 13.86 ----- ----- - 13.86 25.70 12.70 164.02 12.79 ----- ----- ----- ----- ----- 12.79 ' 25.80 11.68 164.02 11.77 11.77 ----- ----- ----- ----- ----- 25.90 10.71 164.02 10.80 10.80 26.00 9.80 164.02 9.88 ----- ----- ----- ----- ----- 9.88 26.10 8.97 164.02 9.04 ----- ----- ----- ----- ----- 9.04 ' 26.20 8.22 164.02 8.29 8.29 ----- ----- ----- ----- ----- 26.30 7.56 164.01 7.62 7.62 26.40 6.99 164.01 7.04 ----- ----- ----- ----- ----- 7.04 49 26.50 5.92 164.01 5.96 _____ _____ __=__ _____ -�--- 5.96 26.60 5.92 164.01 5.96 5.96 26.70 5.42 164.01 5.46 ----- ----- ----- ----- 5.46 26.80 4.95 164.01 4.98 ----- ----- ----- ----- ----- 4.99 26.90 4.50 164.01 4.54 _____ __=__ _____ _____ _____ 4.54 27.00 4.08 164.01 4.11 4.11 27.10 3.68 164.01 3.71 ----- ----- ----- ----- ----- 3.71 27.20 3.31 164.01 3.34 ----- ----- ----- ----- ----- 3.34 ' 27.30 2.96 164.01 2.99 2.99 ----- ----- ----- ----- ----- 27.40 2.64 164.00 2.67 2.67 27.50 2.36 164.00 2.38 ----- ----- ----- ----- ----- 2.38 27. 0 2. 164.00 .11 2.11 27.70 1.83 83 164.00 1 --_- ----- ----- -- .86 1.86 27.80 1.60 164.00 1.62 ----- ----- ----- ---- ----- 1.62 27.90 1.38 164.00 1.40 ----- ----- ----- ----- ----- 1.40 ' 28.00 1.18 164.00 1.20 1.20 ----- ----- -_-- -_-- ----- 28.10 0.99 164.00 1.01 1.01 ' ...End 1 ' 10 - Reservoir - 100 Yr - Qp = 394.56 cfs 500 -- ' 400 — ' 3 0 0 --- ------- — -- - I n Q 200 ' 100- out ' 00 5 10 15 ` 20 25 30 Time Mrs) t i Hydrograph Report Page 1 ' Hyd. No. 11 AREA#6 Hydrograph type = SCS Runoff Peak discharge = 38.44 cfs Storm frequency = 100 yrs Time interval = 6 min ' Drainage area = 10 ac Curve number = 83 Basin Slope = .8 % Hydraulic length = 470 ft Tc method = LAG Time of conc. (Tc) = 17.6 min Total precip. = 6.90 in Distribution = Type III ' Storm duration = 24 hrs Shape factor = 484 ' Total Volume=167,893 cuft,3.854 acft Hydrograph Discharge Table ' Time -- Outflow Time -- Outflow Time -- Outflow (hrs cfs) (hrs cfs) (hrs cfs) ' 9.30 1.05 12.70 8.43 16.10 1.64 9.40 1.11 12.80 6.68 16.20 1.59 9.50 1.17 12.90 5.85 16.30 1.55 ' 9.60 1.24 13.00 5.31 16.40 1.51 9.70 1.31 13.10 4.82 16.50 1.48 9.80 1.37 13.20 4.44 16.60 1.45 9.90 1.44 13.30 4.20 16.70 1.42 ' 10.00 1.51 13.40 4.03 16.80 1.39 10.10 1.59 13.50 3.90 16.90 1.36 10.20 1.68 13.60 3.76 17.00 1.33 10,30 1,79 13.70 3.62 17,10 1.30 ' 10.40 1.91 13.80 3.48 17.20 1.27 10.50 2.04 13.90 3.34 17.30 1.24 10.60 2.17 14.00 3.20 17.40 1.21 ' 10.70 2.30 14.10 3.07 17.50 1.18 10.80 2.44 14.20 2.95 17.60 1.15 10.90 2.58 14.30 2.87 17.70 1.12 11.00 2.72 14.40 2.80 17.80 1.09 11.10 2.90 14.50 2.73 17.90 1.06 11.20 3.17 14.60 2.66 18.00 1.03 11.30 3.54 14.70 2.59 18.10 1.00 11.40 3.98 14.80 2.53 ' 11.50 4.46 14.90 2.46 11.60 5.32 15.00 2.39 ...End 11.70 7.33 15.10 2.32 ' 11.80 10.72 15.20 2.25 11.90 15.13 15.30 2.19 12.00 23.64 15.40 2.12 12.10 35.27 15.50 2.05 ' 12.20 38.44 << 15.60 1.98 12.30 32.13 15.70 1.91 12.40 23.51 15.80 1.84 12.50 16.24 15.90 1.77 ' 12.60 11.68 16.00 1.70 ' 11 - SCS Runoff - 100 Yr - Qp = 38.44 cfs 40 — ' 30 - ' Q 2 0 ----- --- - — out ' 10 -- - - — 0 - ' 0 5 10 15 20 25 Time (Hrs) a Hydrograph Report Page 1 ' Hyd. No. 12 COLLINS XING Hydrograph type = Combine Peak discharge = 398.82 cfs Storm frequency = 100 yrs Time interval = 6 min ' 1st inflow hyd. No. = 10 2nd inflow hyd. No. = 11 Total Volume=6,716,530 cuft, 154.190 acft Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow ' (hrs) (cfs) (cfs) (cfs) 9.30 0.00 1.05 1.05 ' 9.40 0.00 1.11 1.11 9.50 0.00 1.17 1.17 9.60 0.00 1.24 1.24 9.70 0.00 1.31 1.31 ' 9.80 0.00 1.37 1.37 9.90 0.00 1.44 1.44 10.00 0.00 1.51 1.51 ' 10.10 0.00 1.59 1.59 10.20 0.00 1.68 1.68 10.30 0.00 1.79 1.79 10.40 0.00 1.91 1.91 10.50 0.73 2.04 2.76 10.60 7.16 2.17 9.33 10.70 3.65 2.30 5.95 10.80 7.27 2.44 9.71 10.90 6.22 2.58 8.80 11.00 8.73 2.72 11.46 11.10 9.17 2.90 12.08 ' 11.20 11.58 3.17 14.74 11.30 13.28 3.54 16.82 11.40 16.29 3.98 20.27 11.50 19.35 4.46 23.81 ' 11.60 23.86 5.32 29.18 11.70 30.26 7.33 37.60 11.80 40.48 10.72 51.20 11.90 55.63 15.13 70.76 ' 12.00 79.26 23.64 102.90 12.10 117.10 35.27 152.37 12.20 160.61 38.44 << 199.05 ' 12.30 226.72 32.13 258.86 12.40 259.84 23.51 283.36 12.50 295.36 16.24 311.60 12.60 321.26 11.68 332.94 ' 12.70 344.46 8.43 352.89 12.80 365.01 6.68 371.69 12.90 378.15 5.85 384.00 13.00 386.84 5.31 392.15 ' Continues on next page... ' COLLINS XING Page 2 ' Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow ' (hrs) (cfs) (cfs) (cfs) 13.10 392.00 4.82 396.82 13.20 394.37 4.44 398.82 << 13.30 394.57 << 4.20 398.77 13.40 393.15 4.03 397.19 13.50 390.66 3.90 394.56 13.60 387.42 3.76 391.18 ' 13.70 383.45 3.62 387.07 13.80 378.72 3.48 382.20 13.90 373.08 3.34 376.42 ' 14.00 365.09 3.20 368.29 14.10 353.97 3.07 357.03 14.20 341.53 2.95 344.48 14.30 327.95 2.87 330.82 ' 14.40 314.02 2.80 316.82 14.50 300.93 2.73 303.66 14.60 286.22 2.66 288.89 ' 14.70 275.90 2.59 278.50 14.80 267.55 2.53 270.08 14.90 260.08 2.46 262.53 15.00 252.91 2.39 255.30 ' 15.10 245.83 2.32 248.15 15.20 238.79 2.25 241.05 15.30 230.02 2.19 232.21 15.40 219.28 2.12 221.40 15.50 215.15 2.05 217.20 15.60 207.21 1.98 209.19 15.70 202.07 1.91 203.98 ' 15.80 195.26 1.84 197.10 15.90 189.58 1.77 191.35 16.00 183.15 1.70 184.85 16.10 177.12 1.64 178.76 16.20 170.80 1.59 172.39 16.30 170.46 1.55 172.01 16.40 163.94 1.51 165.45 16.50 154.63 1.48 156.11 ' 16.60 148.00 1.45 149.46 16.70 141.57 1.42 142.99 16.80 135.06 1.39 136.46 ' 16.90 128.69 1.36 130.05 17.00 122.41 1.33 123.74 17.10 116.25 1.30 117.56 17.20 110.48 1.27 111.75 ' 17.30 105.24 1.24 106.48 17.40 100.92 1.21 102.13 17.50 97.42 1.18 98.61 17.60 94.30 1.15 95.46 ' 17.70 91.41 1.12 92.53 17.80 88.83 1.09 89.92 17.90 86.42 1.06 87.48 ' 18.00 84.10 1.03 85.13 ' Continues on next page... ' COLLINS XING Page 3 ' Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow ' (hrs) (cfs) (cfs) (cfs) 18.10 81.88 1.00 82.88 18.20 79.75 0.98 80.73 ' 18.30 77.70 0.97 78.67 18.40 75.70 0.96 76.66 18.50 73.70 0.95 74.64 18.60 71.96 0.94 72.90 ' 18.70 70.23 0.93 71.16 18.80 68.62 0.92 69.54 18.90 67.08 0.91 67.99 ' 19.00 65.63 0.90 66.53 19.10 64.25 0.89 65.14 19.20 62.94 0.88 63.82 19.30 61.69 0.88 62.56 ' 19.40 60.50 0.87 61.36 19.50 59.36 0.86 60.22 19.60 58.28 0.85 59.13 ' 19.70 57.25 0.84 58.09 19.80 56.27 0.83 57.10 19.90 55.33 0.82 56.15 20.00 54.44 0.81 55.25 ' 20.10 53.54 0.80 54.34 20.20 52.63 0.79 53.43 20.30 51.92 0.79 52.71 20.40 51.13 0.78 51.90 ' 20.50 50.44 0.77 51.20 20.60 49.72 0.76 50.47 20.70 49.06 0.75 49.80 ' 20.80 48.39 0.74 49.13 20.90 47.76 0.73 48.49 21.00 47.13 0.72 47.86 21.10 46.53 0.71 47.25 ' 21.20 45.94 0.70 46.64 21.30 45.36 0.69 46.06 21.40 44.79 0.68 45.48 21.50 44.23 0.68 44.91 ' 21.60 43.68 0.67 44.35 21.70 43.14 0.66 43.79 21.80 42.60 0.65 43.25 ' 21.90 42.07 0.64 42.71 22.00 41.55 0.63 42.18 22.10 41.25 0.72 41.97 22.20 41.04 0.82 41.86 ' 22.30 40.82 0.77 41.59 22.40 40.66 0.71 41.36 22.50 40.41 0.64 41.05 22.60 40.10 0.63 40.73 ' 22.70 39.78 0.62 40.41 22.80 39.49 0.62 40.11 22.90 39.20 0.61 39.81 ' 23.00 38.81 0.60 39.41 ' Continues on next page... ' COLLINS XING Page 4 Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow ' (hrs) (cfs) (cfs) (cfs) 23.10 38.38 0.60 38.97 23.20 38.00 0.59 38.59 23.30 37.61 0.58 38.20 23.40 37.25 0.58 37.83 23.50 36.88 0.57 37.45 23.60 36.52 0.56 37.08 23.70 36.15 0.56 36.71 23.80 35.79 0.55 36.34 23.90 35.42 0.54 35.97 ' 24.00 35.06 0.54 35.59 24.10 34.44 0.42 34.87 24.20 33.52 0.21 33.74 24.30 32.38 0.07 32.45 ' 24.40 30.95 0.00 30.95 24.50 29.43 0.00 29.43 24.60 27.88 0.00 27.88 24.70 26.30 0.00 26.30 ' 24.80 24.68 0.00 24.68 24.90 23.02 0.00 23.02 25.00 21.47 0.00 21.47 ' 25.10 20.04 0.00 20.04 25.20 18.68 0.00 18.68 25.30 17.40 0.00 17.40 25.40 16.17 0.00 16.17 ' 25.50 14.99 0.00 14.99 25.60 13.86 0.00 13.86 25.70 12.79 0.00 12.79 ' 25.80 11.77 0.00 11.77 25.90 10.80 0.00 10.80 26.00 9.88 0.00 9.88 26.10 9.04 0.00 9.04 ' 26.20 8.29 0.00 8.29 u 26.30 7.62 0.00 7.62 26.40 7.04 0.00 7.04 26.50 6.49 0.00 6.49 ' 26.60 5.96 0.00 5.96 26.70 5.46 0.00 5.46 26.80 4.99 0.00 4.99 ' 26.90 4.54 0.00 4.54 27.00 4.11 0.00 4.11 27.10 3.71 0.00 3.71 27.20 3.34 a 0.00 3.34 ' 27.30 2.99 0.00 2.99 27.40 2.67 0.00 2.67 27.50 2.38 0.00 2.38 27.60 2.11 0.00 2.11 27.70 1.86 0.00 1.86 27.80 1.62 0.00 1.62 27.90 1.40 0.00 1.40 28.00 1.20 0.00 1.20 Continues on next page... ' COLLINS XING Page 5 ' Hydrograph Discharge Table Time 1st Inflow + 2nd Inflow = Outflow ' (hrs) (cfs) (cfs) (cfs) 28.10 1.01 0.00 1.01 ' ...End ' 12 - Combine - 100 Yr - Qp = 398.81 cfs 400 - - L ' 300 In ' Q 200 In 100 - Out 00 5 10 15 20 25 30 Time (Hrs) ' Hydrograph Report Page 1 ' Hyd. No. 13 COLLINS XING ' Hydrograph type = Reservoir Peak discharge = 396.94 cfs Storm frequency = 100 yrs Time interval = 6 min ' Inflow hyd. No. = 12 Reservoir name = COLLINS XING Max. Elevation = 162.96 ft Max. Storage = 53,123 cuft Storage Indication method used. Total Volume=6,716,493 cult,154.189 acft ' Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) 6.10 0.07 158.00 6.10 ----- ----- ----- ----- ----- 0.11 ' 6.30 0.10 158.00 0.13 _____ -___ _---- ----- ----- 0.13 6.50 0.13 158.00 0.15 --- ----- ----- 0.15 6.60 0.14 158.00 0.12 ----- ----- ----- .--- ----- 0.12 6.70 0.16 158.00 0.18 0.18 ----- ----- ----- ----- ----- 6.80 0.18 158.00 0.16 0.16 6.90 0.19 158.00 0.21 ----- ----- ----- ----- ----- 0.21 7.00 0.21 158.00 0.19 ----- ----- ----- ----- ----- 0.19 ' 7.10 0.23 158.00 0.25 _--- 0.25 ----- ----- ----- ----- 7.20 0.25 158.00 0.24 0.24 7.30 0.27 158.00 0.28 ----- ----- ----- ----- ----- 0.29 7.40 0.29 158.00 0.28 ----- ----- ----- ----- ----- 0.28 7.50 0.32 158.00 0.33 _____ __=__ __=__ ----- ----- 0.33 7.60 0.34 158.00 0.32 ----- ----- 0:33 7.70 0.36 158.00 0.37 ----- ----- ----- ----- ----- 0.37 7.80 0.39 158.00 0.38 ----- ----- ----- ----- ----- 0.38 7.90 0.41 158.00 0.42 ----- ----- ----- ----- ----- 0.42 8.00 0.44 158.00 0.43 ----- ----- ----- ----- ----- 0.43 8.10 0.47 158.00 0.48 ----- ----- ----- ----- ----- 0.47 ' 8.20 0.50 158.00 0.49 0.49 ----- ----- ----- ----- ----- 8.30 0.54 158.00 0.55 0.54 8.40 0.58 158.00 0.57 ----- ----- ----- ----- ----- 0.57 8.50 0.62 158.00 0.63 ----- ----- ----- ----- ----- 0.63 ' 8.60 0.67 158.00 0.66 ----- 0.66 ----- ----- ----- ---- 8.70 0.72 158.00 0.73 - ----- 0.72 8.80 0.77 158.00 0.76 ----- ----- ----- ----- ----- 0.76 ' 8.90 0.82 158.00 0.82 0.83 ----- _---- ----- ----- ----- 9.00 0.87 158.00 0.87 0.87 9.10 0.93 158.00 0.93 ----- ----- ----- ----- ---- 0.94 9.20 0.99 158.00 0.99 ----- ----- ----- ----- ----- 0.98 9.30 1.05 158.00 1.05 ----- ----- ----- ----- ----- 1.05 9.40 1.11 158.00 1.11 ----- ----- ----- ----- ----- 1.11 9.50 1.17 158.00 1.18 ----- ----- ----- ----- ----- 1.18 9.60 1.24 158.00 1.24 ----- ----- ----- ----- ----- 1.18 ' 9.70 1.31 158.00 1.31 ----- 1.31 ----- ----- ----- ----- 9.80 1.37 158.00 1.37 ----- 1.37 9.90 1.44 158.00 1.44 ----- ----- ----- ----- ----- 1.45 10.00 1.51 158.00 1.51 ----- ----- ----- ----- ----- 1.51 Continues on next page... ' COLLINS XING Page 2 Hydrograph Discharge Table ' Time Inflow Elevation Culy.A Culy. B Culy- C Weir A Weir B Weir C Out flow (hrs) (cfs) (ft) (cfs) (cfs (cfs) (cfs) (cfs) (cfs) (cfs) ' 10.10 1.59 158.00 1.60 ----- ----- ----- ----- ----- 1.59 10.20 1.68 158.00 1.68 ----- ----- ----- ----- ----- 1.68 10.30 1.79 158.00 1.79 ----- ----- ----- ----- ----- 1.79 ' 10.40 1.91 158.01 1.91 ----- ----- ----- -- ----- 1.91 10.50 2.76 158.01 2.74 ----- ----- ----- ---_-- ----- 2.74 10.60 9.33 158.02 9.15 ----- ----- ----- ----- ----- 9.15 10.70 5.95 158.02 6.22 ----- ----- ----- ----- ----- 6.22 ' 10.80 9.71 158.02 9.35 ----- ----- ----- ----- ----- 9.35 10.90 8.80 158.02 9.16 ----- ----- ----- ----- ----- 9.16 11.00 11.46 158.03 11.04 ----- ----- ----- ----- ----- 11.04 ' 11.10 12.08 158.03 12.45 _=___ ___=_ =____ ___=_ _==__ 12.45 11.20 14.74 158.04 14.31 14.31 11.30 16.82 158.05 17.16 ----- ----- ----- ----- ----- 17.17 11.40 20.27 158.05 n.84 ----- ----- ----- ----- ----- 19.84 ' 11.50 23.81 158.06 24.11 _____ ____= __==_ =____ __==_ 24.11 11.60 29.18 158.08 28.74 28.74 11.70 37.60 158.10 37.76 ----- ----- ----- ----- ----- 37.76 11.80 51.20 158.13 50.65 ----- ----- ----- ----- ----- 50.65 ' 11.90 70.76 158.19 70.70 ----- ----- ----- ----- 70.70 12.00 102.90 158.36 100.97 ----- ----- ----- ----- ----- 100.96 12.10 152.37 158.78 149.50 ----- ----- ----- ----- ----- 149.50 ' 12.20 199.05 159.33 195.58 195.58 ----- ----- ----- ----- ----- 12.30 258.86 160.12 247.26 247.26 12.40 283.36 160.47 272.62 ----- ----- ----- ----- ----- 272.62 12.50 311.60 160.69 308.75 ----- ----- ----- ----- ----- 308.75 ' 12.60 332.94 160.97 318.68 ----- ----- ----- -- -- ----- 318.68 12.70 352.89 161.46 336.00 ----- ----- ----- ---- ----- 336.00 12.80 371.69 162.01 353.93 ----- ----- ----- ----- ----- 353.93 12.90 384.00 162.27 362.18 ----- ----- ----- ----- ----- 362.18 13.00 392.15 162.54 372.68 ----- ----- ----- ----- 372.68 13.10 396.82 162.75 384.34 ----- ----- ----- ----- ----- 384.34 13.20 398.82 << 162.88 391.83 ----- ----- ----- ----- ----- 391.83 ' 13.30 398.77 162.94 395.66 ___=_ __=__ ____- __=__ ___-- 395.66 13.40 397.19 162.96 << 396.94 396.94 << 13.50 394.56 162.95 396.35 ----- ----- ----- ----- ----- 396.35 13.60 391.18 162.92 394.43 ----- ----- ----- ----- ----- 394.43 13.70 387.07 162.87 391.51 ----- ----- ----- ----- ----- .391.51 13.80 382.20 162.81 387.72 ----- ----- ----- ----- ----- 387.72 13.90 376.42 162.73 382.99 ----- ----- ----- ----- ----- 382.99 14.00 368.29 162.63 377.00 ----- ----- ----- ----- ----- 377.00 ' 14.10 357.03 162.48 370.10 ----- ----- ----- ----- 370.10 14.20 344.48 162.28 362.52 ----- ----- ----- ----- ----- 362.52 14.30 330.82 162.01 a 353.94 ----- ----- ----- ----- ----- 353.94 ' 14.40 316.82 161.38 333.32 ----- ----- ----- ----- ----- 333.32 14.50 303.66 160.91 316.74 ----- ----- ----- ----- ----- 316.74 14.60 288.89 160.57 297.22 ----- ----- ----- ----- ----- 297.22 14.70 278.50 160.48 275.40 ----- ----- ----- ----- ----- 275.40 ' 14.80 270.08 160.48 273.60 _____ _____ ____- _==__ _____ 273.61 14.90 262.53 160.43 261.83 261.83 15.00 255.30 160.41 257.13 ----- ----- ----- ----- ----- 257.13 ' Continues on next page... ' COLLINS XING Page 3 Hydrograph Discharge Table ' Time Inflow Elevation Culv.A Culy. B Culy. C Welr A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 15.10 248.15 160.31 252.78 ----- ----- ----- ----- ----- 252.78 15.20 241.05 160.13 247.90 ----- ----- ----- ----- ----- 247.90 15.30 232.21 159.90 234.45 ----- ----- ----- ----- ----- 234.45 ' 15.40 221.40 159.70 221.51 ----- ----- ----- ----- ----- 221.51 15.50 217.20 159.64 217.75 ----- ----- ----- ----- ----- 217.75 15.60 209.19 159.53 209.96 ----- ----- ----- ----- ----- 209.96 15.70 203.98 159.44 204.17 ----- ----- ----- ----- ----- 204.17 ' 15.80 197.10 159.36 197.91 ----- ----- ----- ----- 197.91 15.90 191.35 159.27 191.53 ----- ----- ----- ----- ----- 191.53 16.00 184.85 159.19 185.58 ----- ----- ----- ----- ----- 185.58 ' 16.10 178.76 159.11 178.96 ----- ----- ----- ----- ----- 178.96 16.20 172.39 159.04 173.02 ----- ----- ----- ----- ----- 173.02 16.30 172.01 159.02 171.58 ----- ----- ----- ----- ----- 171.57 16.40 165.45 158.96 1B6.55 ----- ----- ----- ----- ----- 166.55 ' 16.50 156.11 158.85 156.32 _____ =____ _=___ _____ __=__ 156.32 16.60 149.46 158.78 150.02 150.02 16.70 142.99 158.71 143.20 ----- ----- ----- ----- ----- 143.20 16.80 136.46 158.65 136.95 =_=_= _==__ =____ _===_ __==_ 136.95 16.90 130.05 158.59 130.28 130.28 17.00 123.74 158.54 124.10 ----- ----- ----- ----- 124.10 17.10 117.56 158.49 117.80 ----- ----- ----- ----- ----- 117.80 ' 17.20 111.75 158.44 112.05 _____ ____= _____ ____= ____= 112.05 17.30 106.48 158.39 106.67 106.67 17.40 102.13 158.37 102.27 ----- ----- ----- ----- ----- 102.27 17.50 98.61 158.34 98.73 ----- ----- ----- ----- ----- 98.73 ' 17.60 95.46 158.32 95.56 95.56 ----- ----_ _---_ --_-- ----- 17.70 92.53 158.31 92.64 92.64 17.80 89.92 158.29 90.00 ----- ----- ----- ----- ----= 90.00 17.90 87.48 158.27 87.57 ----- ----- ----- ----- ----- 87.57 ' 18.00 85.13 158.26 85.21 ----- ----- ----- ----- ----- 85.21 18.10 82.88 158.24 82.97 ----- ----- ----- ----- ----- 82.97 18.20 80.73 158.23 80.81 ----- ----- ----- ----- ----- 80.81 ' 18.30 78.67 158.22 78.75 78.75 ----- ----- ----- ---_- __--_ 18.40 76.66 158.20 76.73 76.73 18.50 74.64 158.20 74.67 ----- ----- ----- ----- ----- 74.67 18.60 72.90 158.19 72.93 ----- ----- ----- ----- ----- 72.93 ' 18.70 71.16 158.19 71.19 71.18 _---- -__-- ----- ---_- ----- 18.80 69.54 158.18 69.57 69.57 18.90 67.99 158.18 68.01 ----- ----- ----- ----- ----- 68.01 19.00 66.53 158.18 66.56 ----- ----- ----- ----- ----- 66.56 ' 19.10 65.14 158.17 65.16 ----- ----- ----- ----- ----- 65.16 19.20 63.82 158.17 63.84 ----- ----- ----- ----- ----- 63.84 19.30 62.56 158.16 a 62.58 ----- ----- ----- ----- ----- 62.58 ' 19.40 61.36 158.16 61.38 ----- ----- ----- ----- ----- 61.38 19.50 60.22 158.16 60.23 ----- ----- ----- ----- ----- 60.24 19.60 59.13 158.16 59.15 ----- ----- ----- ----- ----- 59.15 19.70 58.09 158.15 58.11 ----- ----- ----- ----- ----- 58.10 ' 19.80 57.10 158.15 57.11 57.12 __--- ----- ----- --_-- ---_- 19.90 56.15 158.15 56.17 56.17 20.00 55.25 158.15 55.26 ----- ----- ----- ----- ----- 55.27 Continues on next page... ' COLLINS XING Page 4 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culy. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) (cfs) ' 20.10 . 54.34 158.14 54.35 ----- ----- ----- ----- ----- 54.36 20.20 53.43 158.14 53.44 ----- ----- ----- ----- ----- 53.44 20.30 52.71 158.14 52.71 ----- ----- ----- ----- ----- 52.71 20.40 51.90 158.14 51.92 ___== ___=_ ___�_ =____ ____= 51.92 20.50 51.20 158.13 51.21 51.21 20.60 50.47 158.13 50.49 ----- ----- ----- ----- ----- 50.49 20.70 49.80 158.13 49.81 ----- ----- ----- ----- ----- 49.81 ' 20.80 49.13 158.13 49.14 ----- ----- ----- ----- 49.14 20.90 48.49 158.13 48.50 ----- ----- ----- ----- ----- 48.49 21.00 47.86 158.13 47.87 ----- ----- ----- ----- ----- 47.87 ' 21.10 47.25 158.12 47.25 47.25 ----- ----- ----- ----- ----- 21.20 46.64 158.12 46.66 46.66 21.30 46.06 158.12 46.06 ----- ----- ----- ----- ----- 46.06 21.40 45.48 158.12 45.49 ----- ----- ----- ----- ----- 45.49 ' 21.50 44.91 158.12 44.91 44.91 ----- ----- ----- ----- ----- 21.60 44.35 158.12 44.36 44.36 21.70 43.79 158.12 43.80 ----- ----- ----- ----- ----- 43.80 21.80 43.25 158.11 43.26 ----- ----- ----- ----- ----- 43.26 ' 21.90 42.71 158.11 42.71 ----- ----- ----- ----- --- 42.71 22.00 42.18 158.11 42.19 ----- ----- ----- ----- - --- 42.19 22.10 41.97 158.11 41.96 ----- ----- ----- ----- ----- 41.97 ' 22.20 41.86 158.11 41.87 41.87 ----- ----- ----- ----- ----- 22.30 41.59 158.11 41.59 41.59 22.40 41.36 158.11 41.37 ----- ----- ----- ----- ----- 41.37 22.50 41.05 158.11 41.05 ----- ----- ----- ----- ----- 41.05 ' 22.60 40.73 158.11 40.73 ----- ----- ----- ---- ----- 40.73 22.70 40.41 158.11 40.41 ----- -=--- ----- ----- ----- 40.41 22.80 40.11 158.11 40.11 ----- ----- ----- ----- ----- 40.11 22.90 39.81 158.10 39.82 ----- ----- ----- ----- ----- 39.82 23.00 39.41 158.10 39.42 ----- ----- ----- ----- ----- 39.42 23.10 38.97 158.10 38.98 ----- ----- ----- ----- ----- 38.98 23.20 38.59 158.10 38.59 ----- ----- ----- ----- ----- 38.60 23.30 38.20 158.10 38.21 ----- ----- ----- ----- ----- 38.20 ' 23.40 37.83 158.10 37.83 ----- ----- ----- ----- 37.83 23.50 37.45 158.10 37.46 ----- ----- ----- ----- ----- 37.46 23.60 37.08 158.10 37.09 ----- ----- ----- ----- ----- 37.09 ' 23.70 36.71 158.10 36.72 ----- ----- ----- ----- ----- 36.72 23.80 36.34 158.10 36.34 ----- ----- ----- ----- ----- 36.34 23.90 35.97 158.09 35.97 ----- ----- ----- ----- ----- 35.97 24.00 35.59 158.09 35.60 ----- ----- ----- ----- ----- 35.60 ' 24.10 34.87 158.09 34.88 ----- ----- ----- ----- ----- 34.88 24.20 33.74 158.09 33.76 ----- ----- ----- ----- ---- 33.75 24.30 32.45 158.09� 32.46 ----- ----- ----- ----- ----- 32.47 ' 24.40 30.95 158.08 30.98 ----- ----- ----- ----- ----- 30.98 24.50 29.43 158.08 29.45 ----- ----- ----- ----- ----- 29.46 24.60 27.88 158.07 27.91 ----- ----- ----- ----- ----- 27.91 24.70 26.30 158.07 26.32 ----- ----- ----- ----- ----- 26.32 ' 24.80 24.68 158.06 24.70 24.70 ----- ----- ----- ----- ----- 24.90 23.02 158.06 23.05 23.05 25.00 21.47 158.06 21.49 ----- ----- ----- ----- ----- 21.49 ' Continues on next page... ' COLLINS XING Page 5 Hydrograph Discharge Table Time Inflow Elevation Culy.A Culv. B Culy. C Weir A Weir B Weir C Outflow (hrs) (cfs) (ft) (cfs) (cfs (cfs) (cfs) (cfs) (cfs) (cfs) ' 25.10 20.04 158.05 20.06 ----- ----- ----- ----- ----- 20.06 25.20 18.68 158.05 18.70 ----- ----- ----- ----- ----- 18.70 25.30 17.40 158.05 17.42 ----- ----- ----- ----- ----- 17.42 25.40 16.17 158.04 16.18 16.18 ----- ----- ----- ----- ----- 25.50 14.99 158.04 15.01 15.00 25.60 13.86 158.04 13.88 ----- ----- ----- ----- ----- 13.88 25.70 12.79 158.03 12.81 ----- ----- ----- ----- ----- 12.81 ' 25.80 11.77 158.03 11.79 ----- ----- ----- ----- 11.79 25.90 10.80 158.03 10.81 ----- ----- ----- ----- ----- 10.81 26.00 9.88 158.03 9.90 ----- ----- ----- ----- ----- 9.89 ' 26.10 9.04 158.02 9.05 9.05 ----- ----- ----- ----- ----- 26.20 8.29 158.02 8.30 8.30 26.30 7.62 158.02 7.63 ----- ----- ----- =---- ----- 7.63 26.40 7.04 158.02 7.05 ----- ----- ----- ----- ----- 7.05 ' 26.50 6.49 158.02 6.50 6.50 ----- ----- ----- ----- ----- 26.60 5.96 158.02 5.97 5.97 26.70 5.46 158.01 5.47 ----- ----- ----- ----- ----- 5.47 26.80 4.99 158.01 4.99 ----- ----- ----- ----- ----- 4.99 ' 26.90 4.54 158.01 4.55 ----- ----- ----- ----- ----- 4.55 27.00 4.11 158.01 4.12 ----- ----- ----- ----- ----- 4.12 27.10 3.71 158.01 3.72 ----- ----- ----- ----- ----- 3.72 ' 27.20 3.34 158.01 3.35 ----- ----- ----- ----- ----- 3.34 27.30 2.99 158.01 2.99 ----- ----- ----- ----- ----- 2.99 27.40 2.67 158.01 2.67 ----- ----- ----- ----- ----- 2.68 27.50 2.38 158.01 2.38 ----- ----- ----- ----- ----- 2.39 ' 27.60 2.11 158.01 2.11 ----- ----- ----- ---- ----- 2.11 27.70 1.86 158.00 1.86 ----- ----- ----- ----- ----- 1.86 27.80 1.62 158.00 1.62 ----- ----- ----- ----- ----- 1.62 27.90 1.40 158.00 1.40 ----- ----- ----- ----- ----- 1.40 ' 28.00 1.20 158.00 1.20 ----- ----- ----- ----- ----- 1.20 28.10 1.01 158.00 1.01 ----- ----- ----- ----- ----- 1.01 28.20 0.84 158.00 0.84 ----- ----- ----- ----- ----- 0.84 ' 28.30 0.68 158.00 0.68 0.69 ----- ----- ----- ----- ----- . 28.40 0.55 158.00 0.55 0.55 28.50 0.42 158.00 0.42 ----- ----- ----- ----- ----- 0.43 28.60 0.32 158.00 0.32 ----- ----- ----- ----- ----- 0.32 ' 28.70 0.23 158.00 0.23 0.23 ----- ----- ----- ----- ----- 28.80 0.15 158.00 0.15 0.15 ...End 13 - Reservoir 100 yr Qp = 396 . 93 cfs 400 -- 3 0 0 ' Q In 10 0 Out 0 0 5 10 15 20 25 30 Time (Hrs) t3 - Reservoir - 100 Yr - Max . E1 . = 162 . 96 ' 163 . 0 -- ' 161 . 7 -- -- — - 160 . 4 �lev (ft) 15 9 . 1 — -- -- - - - --- 157 . 8 - - ---- -- - - --- 15 6 . 5 ---- — --- --- — 0 5 10 15 20 25 30 Time (Hrs) t 1 LETTER OF TRANSMITTAL PLANNING DEPARTMENT TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR CT 06074 (p ( 203 ) 644-2511 DATE TO: 0f Jl!jj 2 4 390N WE ARE SENDING YOU: P & Z initial plans Drainage comps P & Z final plans Bond estimate requests Inland Wetlands plans Bond reduction requests Final plans for filing Change order form Other Correspondence Copies Appl .. No. Pro ct THESE ARE TRANSMITTED as checked below: For review and comment For your file For your use Returned with revisions As requested Other PLEASE RETURN/COMMENT BY: COMMENTS: Copy to: From: G� TOWN OF SOUTH WINDSOR � REC�VEO � STAFF SITE CHANGE MAR 2 0 1998 N FOR SITE & SUBDIVISION lo GENERAL: CHANGE ORDER CONTACT PERSON{� yl( �,( P, � yScour�LS Phone No Address_j&z5 Site Name����l `� ®S��t1.lf� P&Z No. Owner ('oi � s CiZo E�4 L, L C, Phone No. ,-5;4 Contractor is S Signature of Owner Date: Signature of Design Engr. Dater S-ZO-78 CHANGE: (Describe location and nat re of change. Include Four (4 ) copies of plan/profile of Change.)) J7�[►1 n I.3�j\ \.1.� -r-.tile- Reason for Change: (Why is change required) OPDtQ 2411 APPROVALS: (As Re fired) l I bg Dir. Of Plannin Date: 366 Town Engineer Date: t j L Dir. of Publ c ork Date: Other: Date: STAFF COMMENTS: White - Town Engineer Yellow - Applicant Pink - Director of Planning Goldenrod - Engineering Department 166 PCs 16 129.50 PCs 17 UNIT No. 19 • EXIST MOA(. 126.75 N 178812,29 T.O.W--167-0 PCs 18 133.50 E'20J 532.83 PCs 19 133.50 5 .0' PCs 20 143-50 PCs 21 143,50 4 0 PCs 22 152.10 'ED E AREA PCs 23 152.10 PL PCs 24 162.50 PCs 25 162.50 162 175..60 10- WIDE NrLL P 4 175,60 PCs 28 174.50 PLUNGE POOL ........A.--- - PCs 29 173.20 9. 0 PCs 30 173.20 N PCs 31 171.70 MBANK )N PCB 32 171.70 -noo 3 0 PCs 33 172.50 PCs 34 172.50 PCs 35 171..90 A FL E 0 i l PCs 36 170.50 IN .50' B 37 170.50 PL ROBL s PSMI-14 PCs 38 169.60 ......... TF=166 169.60 F1=152 PCs 39 NG X PCs 40 16100 1: ITA'hON 4 15 RC 0 rt PCs 41 160.80 2. PCs 42 160.80 PCs PCs 43 161-79 PCs 44 162.50 PCs 45 162.50 10' MAD CRAWL DR -------- ------------ -------- ------------ --- f43 PCs 46 164.80 '!5#r*tC-F. PCs 47 164.80 F Lt T> la01 --ZA -1C PCs 48 166.76 t - PCs 49 166.76 C) PCs 5() 30' 167.60 (u: P EN Ki PCs 51 165.10 50 1 PCs 52 165.10 R.O-- PCs 53 166.00 PCs 54 166.40 CIS 4i YD 1 164..00 X164,47 YD 2 154.50 YD PCs 3 154,50 YD 4 162-00 45ROPOSED YD 5 148.50 GUIDE RAIL PROPOSED YD 6 145.50 0 GUIDE-RAIL*RAIL YD 7 138.00 tom l<1 6 3 YD 8 131.50 YD PSMH3 9 130..50 TF=166.43 YD 10 129.50 INV=i1-52.00 C-L&P. YD 11 13100 Al,, 24659 YD 12 131..50 150.25 YD 13 ......................... ... YD 14 T - - - - - - - - - - - - - - - - - - -K 142.50 YD 15 132.50 - - - -- 129..50 ........... ----------------------------------- ------------I....... C8 53 YD 17 122.50 YD 18 121..50 YD 19 12150 ��pwN BF, C 0 n 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 R•CC AREA CODE 860/644-2511 January 11, 2000 Mr. Brian Edwards B & M Enterprises P.O. Box 1060 South Windsor, CT 06074 Re: Collins Hill Dear Mr. Edwards: Enclosed is a copy of a letter I received from Mr. Joe Bottaro, President of the Collins Hill Condominium Association indicating several concems about the area where your office trailer was located. It would be appreciated if you could look into this to try to resolve those issues. Please advise as to the disposition of those issues. If you have any questions, please call me at 644-2511, extension 245. Very truly y urs, r C. azze , P.E. o n E gineer JCl/sfg encl. S:\ENGINEER\Proj.-P&Z Wedand Applications\Collins Crossing\Brian Edwards Jan 11.doc I , , I _ wary, ,_ `, •_.. .... 1 / n ., -»..,1'� � ,.�•. n,'/ ., i"� „` ray �r nr,,,,#(,�,,,,,,,�tr.,.,...�,�,r�,�� �,�� ,e,k�:ems,.��,.�.... t/6��'`'i"�'�.. •'�'' lh n A Q �2CA \\ ate � •- r''o'''" 'r• - W MOSOMO AfL/1r+tS MMS AV AMA A 4 �^w w a'NIlC�IfKSI v Amaw PAS -------------- �\'h ,$. � c..wF m �,VR'�'a""' `b�'� +ww,F °�ri�Y'.'� '�t�•" '' .,�_�.. . 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