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Other - Site Plan Modification (2)
TOWN OF SOUTH WINDSOR =:- PLANNING&ZONING COMMISSION i cs s� APPLICATION FORM Application No: �CO IV VD ""< s Official Receipt Date: Receipt No: QC1 3 1 =' SOUTN WINDSOR PIANNING DEPT. t;C R•t M APPLICANT: 15 Morgan Farms Drive Association LLC PROJECT NAME: 15 Morgan Farms Drive Assoc. Building Addition ADDRESS: 15 Morgan Farms Drive, South Windsor, .Connecticut 06074 OWNER OF RECORD ON LAND RECORDS: Art Langlais , Jay Sutay,M.D. ,, . Bolo Burstein,DDS D B A ib Morgan Farms Dr. , ssoc. , L ADDRESS: 15 Morgan Farms Drive, South Windsor, Connecticut 06074 COMPLETE LOCATION OF PROPERTY: Corner of Sullivan Ave. & Morgan Farms Drive ASSESSOR'S MAP# 100 PARCEL# 6 ZONE General Commercial NAME, ADDRESS, TEL&FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRECTED: Art Langlais - 15 Morgan Farms Dr. 644-1834 (or) John Samsel, Jr 644 6515 Estimated presentation time: THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone.Change to .. - (Public Hearing required and Certified letter to abutters required) ❑ Subdivision/Resubdivision ❑ Open Space Subdivision (Public Hearing Required) ❑ Subdivision ❑ Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor❑ Major ❑ Conditional Approval ❑ Special Exception to Article (Public Hearing, Certified letter to abutters required) ❑ Site Plan of Development ❑ General Plan of Development Earth Filling (Sec. 15) and/or Earth Removal (Sec. 14-Public Hearing Required) ❑ Regulation Amendment ❑ Zoning ❑ Subdivision , (Attach proposed amendment) (Public Hearing Required) ❑ Temporary and Conditional Permit for(Public Hearing.Required) ❑ In Law apartment/Accessory Apartment(Public Hearing Required) ❑ Major Home Occupation for (Public Hearing Required) Other(explain in detail) Site. Plan Of Development Modification of Q-XiSting d. An Application Pending sign is required to be posted on the property for all applications ten(10) days prior to being heard by the Commis on. Art Lan laic ature of Applicant Si at a of' rope Owner s ,John Samsel, Jr. S M t u st i DS Michele Li a- 15 Mor an Farms Drive Site Plan Review Pa e 1 From: Robert Grillo To: Lipe, Michele Date: 12/1/06 10:38AM Subject: 15 Morgan Farms Drive Site Plan Review Michele, I reviewed the October 31, 2006 modified Site Development Plans for 15 Morgan Farms Drive and the accompaning drainage calculations from Torres Engineering. The proposed building addition should not create an adverse effects on or off the site. The October 18, 2006 drainage calculations stated that the post-development peak runoff flow for the 100 year storm would be significantly higher than the flow prior to any development. Mr.Torres made a closer inspection of the drainage conditions that now exist as compared to the anticipated conditions that were planned for with the initial development of the site. Some drainage water that was once expected to flow in the drainage path for the subject site are actually diverted by off site development into other drainage paths. Mr.Torres' November 28, 2006 revised drainage calculations now state that the post-development runoff flows from the detention basin will be less than the pre-development flows. Please contact me if you have any questions. Bobb G �pYIN Sf,q • w`' 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-CO TELEPHONE (860) 644-2511 CERTIFIED MAIL 7004 1160 0002 1060 0417 December 1, 2006 Art Langlais 15 Morgan Farms Drive South Windsor, CT 06074 Dear Mr. Langlais: Re: App106-53PX,Morgan Place Addition We are pleased to advise you that Appl 06-53PX, Morgan Place Addition has been approved. This approval is for the construction of a 5,000 sf office addition on property located at 15 Morgan Farms Drive, GC zone, as shown on plans prepared by Torres Engineering, Inc., dated 10/31/06, as revised. This approval is subject to the following modifications: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 3. An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.11 of the Zoning Regulations. 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 5. This approval does not constitute approval of the sanitary sewer,which can only be granted by the Water Pollution Control Authority. 6. If a State Traffic Commission certificate is_required,no building permits will be issued until the certificate has been issued(per CGS §14-311). 7. The building street number must be included on the final plan. 8. Pavement markings must be maintained in good condition throughout the site drives and parking areas. 9. All free standing signs and/or building signs require the issuance of a sign permit before they are erected. 10. A waiver for three parking spaces has been granted. Black and white transparent mylars of Sheet #3 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations and landscaping plans) must be submitted to this Commission within 30 days-to-be stamped and signed: -- --- - _- After the mylars have been signed by the Commission,they will be returned to you for filing in the Office of the Town Clerk. After filing these plans, a copy of the receipt must be submitted to the Planning Department. Sincerely, Patrick Kennedy, Chairman Planning and Zoning Commission PK/bmm cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal N, RECEIVED rr T, �. TORRES ENGINEERING, INC. OCT 3 12006 j SOUTH WINDSOR PLANNING DEPT. DRAINAGE CALCULATIONS MORGAN FARMS DRIVE y�P��vO /F A rsr�A foe 83jONAL PREPARED FOR RSK-KELLCO, INC . FEBRUARY , 1987 �c'E1/15�0 joYres �h5/h�eY`lh � ,�h G, 6O9 Sri rn, In3 L on /I Ile H N L /o? - J�ur� Gj o6/Lis 4ti 0 75 KITTS LANE,NEWINGTON,CONN.06111-3935(203) 666-5390 SUMMARY /��✓• !U yg-QG DISCHARGE TO DISCHARGE FROM YEAR STORM EXISTING DISCHARGE DETENTION BASIN DETENTION BASIN (CFS) (CFS) (CFS) 5 4.812. ] 1.0 5.4 25 6.9 1.00 8.4 a F4Ri'!1 DES'/VE DATE 2-5-8 7 TE '300T SHEET NO. TORRES ENGINEERING, INC. 75 KITTS LANE NEWINGTON CONN.06111-3935 z�X/ST/A1G CONp Tlo&l BY /V/Wrr-' 12031 666-5190 CHECKED fcT SCS RATlOML PJ11Vr To _f-Q/�/T COVI/OtT/orJ_ . _LEl16T SLOPE -- _ 1/ELC�CLTY T/M _ TIME, _3,o__ -; i 3Zo:7+ 748 _ 7 = 8.4 ?cr , : k 5 =acn_ J. s s i ` i s k i � F v , i f ? o f < i E i JE�XJSTII�J6 C©NI-)ITIOAl<; �. 1 � In I I _ I ! ! + o / r , + p , ! Ib /11 FA Ate MoRCa cf /r cj 100 3 / HILL r of I ! ILLS pE �• / DRIVE !!4 // �� !� ✓ v .� HILLSIa! TE /1'IORCx.�11V F. RN 0R ViE DATE 2`5-87 a TORRES ENGINEERING, INC. LOT #z SHEET NO. 75 KITTS LANE NEWINGTON CONN.06111-3935 Sov7-/-/ WIIVDSOR BY 1"4W/i - 12031 666-5190 CHECKED C 5 ARE% _ !REA Cbc Reg) -_.-i.,CQN 7/-O'N ._.Z Z C tea%) B o.53 5c� ®. a Pass o.z5 o.oz '__0_ O .l 2 1 _ a.R.4 o. bra 0-2. o. 0-2 q- E f - o F i © f { t i _ 30, ( Lf I If \, 90 If , , f f If tt ,1d tf w 4p � If Of a Ul ti W 90 Blk Ir Ir a 90 - fcl 90 J I SU'LLIVAN 96� � � -90 , •-C--Yam' � i • O b n (30 n Line Segment �yID ro Time to Inlet O r,1 O O �y w Time in Pipe O _ Z O � Accumulated Time AI Entering Catch y U fo Basin O _ O ( (7N Sum of AI in System sOi � N 61 EO p Rainfall Intensity o O (n ® co Q in System a F� _ (p t un M K In Cr C}t fn U1 � Pipe Size . d - r N Ut T-\ N o~ Length of Pipe © 0) p ♦ O O (� O O 4 O G Slope- Ln Q ,h W r Average Velocity O O Uq it w Full Capacity � Headwater IJp O O O lb ►� 1ni Iv s.rt - 'oll aaa�iS J--(D A PQX°°q:) Z—_LW a3nOd 'c �,3(7{f f nDS u^°Z W Xq pau9iaaq 3/&(7 IVORC4/`✓ FARms L)RIVE DATE 2-4-8-7 TORRES ENGINEERING, INC. Lo-F E SHEET NO. 75 KITTS LANE NEWINGTON CONN.06111-3935 SOOT// W11VOSOR BY AlWF 12031 666-5190 CHECKED 07 Co/+IITrofi/ - LC7 _ 4.-3 'F o. z. roQ o.q 0.07 0.77 0 27 .. _ F i /1%'o (fil,W 155IR/lf� DRIVE DATE r-5-87 TE 3oo7// Gt!/fl!1_ OR SHEET NO. 7 TORRES ENGINEERING, INC. 75 KITTS LANE NEWINGTON CONN.06111-3935 BY MWF 12031 666-5390 CHECKED QT .P/ ocO_ t=t CQ/4� /?/ i'f - Q 2 . -SIT � Y .. .=Sra�, / 72 25 '___ 5.z 8. . . q 3 /oo �6.3 E t ico� Y? 0 OU - O 6D �j j� n W GD 0) r+ Line Segment NJ 6 Qro Time to Inlet w Time in Pipe N ro 4=- Accumulated Time N O O O O AI Entering Catch = Bas in Sum of AI in System Q Tt Cn EQ} '4 Rainfall Intensity 0 O o � b-\ N Q' Q in System a CD a C+ Cn (71 OD (3t -'D Pipe Size t� A m N Length of Pipe U� CO o a o O N 1v O p C3 Slope• J `� lr1 .►� Average Velocity W (J� to W ut Ln Full Capacity 4:- Headwater O O b O © F1 'o!t -j;)Q46 gAq o-4nad ;)JOS�7NfM 11LOQ5 u„oy N1 ICq p u9 j c zQ Sf/[,W-Y MV5&OW fie, 1-Q7 3 0 40M TE - MOf?C 1fl/ G.4RIVS DRIVE DATE Z-7-�37 TORRES ENGINEERING, INC. LOT 2 SHEET NO. 75 KITTS LANE NEWINGTON CONN.06111-3935 SOUTH W440L-3.1 BY 12031 666-5190 CHECKED o� //HIE. QF COrtilC1/7 ' /Ql. L07-. � OFFt'TE CS RATIOWA IOrA/-/ To (31AI-1- CONZ)iTION LEN6T11 3La PE� V2eLOC T v THE TN!C_ Z _ .r5 _1.90. 3.7_ 3. _.._ I1.4 _ . _ 47 E� 47 21 TC-_ YL;I . ;STo r�I QCc } R. !© z8 3.1. E 30' I if \� If \� If If SB \ 90 ILU ll f � If © (�!y if II V). 80 IR ` If 00 If ll.l It a IS, C<irrc J 90 81k J If � f If I �ss�'• 90 92\ 1 WI cl Fo 90` _ •� I I + + I N ' Line Segment IEro Time to Inlet N 4 w Time in Pipe OW 0 (v 4:- Accumulated Time 04 , t) p O C: O 0 0 AI Entering Catch = Basin Sum of Al in System Rainfall Intensity 01 o Ocn OD Q in System Ln 6-1 N a cn - 00 _ C �v Pipe Size �H a a r W 0 0 Q o~ Length of Pipe "1 Q :Q 0 8 C3 G Slope' ,\j to to W p r Average Velocity Tv fv S 6� 4� W 6� b� w run Capacity 0 Q In (ii Aeadxater =0 �0 p 0 k V (anto 6 paxoaq �, •lnod b7o u-oy J W Xq pouSjQ;�Q !N "OW 2 -LO7 v>aroid TEDATE TORRES ENGINEERING, INC. L6'ZS SHEET NO. / 75 KITTS LANE NEWINGTON CONN.06111-3935 gy e9,T (2031 666-5 90 CHECKED iew,!Q_YB00 ; _ s`o to T. Cr� � ;, r �� $.7-- ! , . 1 r go_ e - t � TE /b1Q&64AI FARMS', DRIVe DATE 2-6- TORRES ENGINEERING, INC. ? SHEET NO. 3 75 KITTS LANE NEWINGTON CONN.06111-3935 BY Al WF 12031 666-5 90 CHECKED QT 7OT,41 _ f FC3 C °Pf�S Lo7- _ _ _ o F-SITE AE(/.Ap w-4f1 , 5 YE BAR �3ToR X I 8 z� o_ !3 s _ o 32 I + , { 4_ w { t } 0 i'DF� e� /�i4g'IS DR/VE DATE 2-6--8& s TE , TORRES SHEET NO. �4 ENGINEERING, INC. Lo7S 75 KITTS LANE NEWINGTON CONIC 06111-3935 BY /i9V✓F 12031 666-5390 CHECKED OT , - 8C C) -. ----- It 3.2-_ i 5 3 a f l 7 i 5E TE MOR644 15- /PWS DR/VE DATE 2-6— TORRES ENGINEERING, INC. /-07S 2 SHEET NO. /5 75 KITTS LANE NEWINGTON CONN.06111-3935 BY 1WWi 12031 666-5 90 CHECKED f T ��. s f TE !1'IO t' . F,QRIVIS 1DR/Y2E DATE 2-6--97 LOTS SHEET NO. S6 TORRES ENGINEERING, INC. 75 KITTS LANE NEWINGTON CONN.06111-3935 BY IIWF 12031 666-5190 _ CHECKED D/ - �1 _ ..7 c __ o _ cx Zo -7 43 I 1 AbR641V FiLiRl4 S DRIO� DATE Z-7 g TORRES ENGINEERING, INC. LO?S / ? SHEET NO. /7 75 KITTS LANE NEWINGTON CONN.06111-3935 1J)E TEIVTADIV I#RE4 BY NI wF 12031 666-5190 CHECKED O/ s f i_: AF 4 D 7-)t ivfN VOLOM- E 44,4. 0.5 ZZ07 �9 5320 110 471�o 56 Z2 S9-s 5gF-4 1.5 Lc) V 7 1 %FFA-l" T=l' Al Yt" .f tel: D YTS`/ fl!nJ 6402 �. (o 708 0.5 3'Ec)( 7o] c?.5 89 73zo d)7oH 7a32, _ 1. 7ol4 TOTi4L S70R,16tE (LOT-S f _ W VOLUME '. 0 . z. 540& 3.0. 1?032 _ _ MORr V ll!:�qRM DRIVE DATE—'--' y � 1 TORRES ENGINEERING, INC. LETS 2 SHEET NO. �8 75 KITTS LANE NEWT GT ON 5N90 NN.06111-3935 DETKW- 7_1�1I 1�'EA BY O-T CHECKED. 7F= TF'= 491 D 4 s �. ` /S 1N lS,;oul __-_. /5 'ls// f or✓,� 4�o �Nv /d ce _s6l -S' 7 07.s 2r7 l 2" 2 ; 4 PFLOOD ROUTING SUMMARY PRINTOUT LANGLAIS SOUTH WINDSOR HEADWATER VS DISCHARGE HW (FT) Q (CFS) 0 0 1 2 . 7 2 3 . 8 3 11 HEADWATER VS STORAGE HW (FT) S (CU FT) 0 0 1. 5 15 2 5408 2 .5 11424 3 12032 TP = 12 RP = 1 T = 60 ROUTING CURVE Q S 2S/T 2S/T+Q 0 0 0 0 1 3 . 7 . 1 1. 1 2 7.4 .2 2 .2 3 12. 7 .4 3 .4 4 5742 . 2 191 .4 195 .4 5 7413 .3 247. 1 252 . 1 6 9084 .401 302 . 8 308 . 8 7 10755 . 6 358 . 5 365 . 5 8 11525 .3 384 .2 392 .2 9 11694 .2 389 . 8 398 . 8 10 11863 . 1 395 .4 405 .4 11 12032 401.1 412 . 1 INFLOW DATA 2 YEAR STORM T Q IN 0 0 12 9 .600001 32 1.8 82 0 INFLOW / OUTFLOW CURVES 2 YEAR STORM TIME Q IN Q OUT TIME Q IN Q OUT TIME Q IN Q OUT 0 . 0 0 . 0 0 . 0 1. 0 0 . 8 0 . 7 2 . 0 1 . 6 1. 6 3 . 0 2 .4 2 .3 4 . 0 3 .2 3 . 0 5 . 0 4 . 0 3 . 0 6 . 0 4 . 8 3 . 0 7. 0 5 . 6 3 . 0 8 . 0 6 .4 3 .1 9. 0 7.2 3 . 1 10 . 0 8 . 0 3 .2 11 . 0 8 .8 3 .2 � Y 12 . 0 9 .6 3 .3 13 . 0 9 .2 3 .3 14 . 0 8 . 8 3 .4 15 . 0 8 .4 3 .5 16 . 0 8 . 0 3 .5 17.0 7. 7 3 .5 918 . 0 7 .3 3 . 6 19 . 0 6 . 9 3 . 6 20 . 0 6. 5. 3 . 7 21 . 0 6 . 1 3 . 7 22 . 0 5 . 7 3 . 7 23 .0 5 .3 3 .7 24 . 0 4 . 9 3 . 7 25 . 0 4 . 5 3 .8 26 . 0 4 . 1 3 . 8 27 . 0 3 . 8 3 . 8 28 . 0 3 .4 3 . 8 29. 0 3 . 0 3 . 8 30 . 0 2 . 6 3 .7 31. 0 2 .2 3 .7 32 . 0 1. 8 3 .7 33 . 0 1 . 8 3 .7 34 . 0 1.7 3 . 7 35. 0 1. 7 3 . 6 36 . 0 1 .7 3 . 6 37. 0 1. 6 3 .6 38 . 0 1. 6 3 . 6 39 . 0 1 . 5 3 . 6 40 . 0 1 . 5 3 . 5 41. 0 1 . 5 3 .5 42 . 0 1 .4 3 . 5 43 . 0 1.4 3 .5 44 .0 1.4 3 . 5 45 . 0 1 . 3 3 .4 46 . 0 1. 3 3 .4 47. 0 1 .3 3 .4 48 . 0 1 .2 3 .4 49 . 0 1 .2 3 .3 50 .0 1.2 3 .3 51 . 0 1. 1 3 .3 52 . 0 1. 1 3 .3 53 . 0 1 . 0 3 .3 54 . 0 1 . 0 3 .2 55 . 0 1. 0 3 .2 56. 0 0 . 9 3 .2 57 . 0 0 . 9 3 .2 58 . 0 0 . 9 3 .1 59 . 0 0 . 8 3 . 1 60 . 0 0 . 8 3 . 1 61 . 0 0 . 8 3 . 1 62 . 0 0 . 7 3 . 0 63 . 0 0 . 7 3 . 0 64 . 0 0 . 6 1.8 65 . 0 0 . 0 0 . 0 Q MAX. = 3 . 8 2 YEAR. STORM HW MAX. = 2 S MAX. = 5019 .4 INFLOW DATA 5 YEAR STORM T Q IN 0 0 12 12 . 7 32 2 .4 82 0 INFLOW / OUTFLOW CURVES 5 YEAR STORM TIME Q IN Q OUT TIME Q IN Q OUT TIME Q IN Q OUT 0 . 0 0 . 0 0 . 0 1 . 0 1 . 1 0 .9 2 . 0 2 . 1 2 .1 3 . 0 3 .2 3 . 0 4 . 0 4 . 2 3 . 0 5 . 0 5 . 3 3 . 0 6 . 0 6 . 3 3 . 1 7. 0 7.4 3 .1 8 . 0 8 .5 3 .1 9 . 0 9 . 5 3 . 2 10 . 0 10 . 6 3 .3 11. 0 11 . 6 3 .4 12 . 0 12 . 7 3 .5 13 . 0 12 .2 3 .5 14 . 0 11. 7 3 .6 15 . 0 11 . 2 3 . 7 16 . 0 10 . 6 3 .8 17. 0 10 . 1 3 .9 18 . 0 9 . 6 3 . 9 19 . 0 9 .1 4 . 0 20. 0 8 . 6 4 . 1 21. 0 8 . 1 4 .2 22 . 0 7. 6 4 .4 23 . 0 7. 0 4 .5 24 . 0 6 . 5 4 . 5 25 . 0 6. 0 4 . 6 26. 0 5 . 5 4 . 6 27. 0 5 . 0 4 . 7 28 . 0 4 . 5 4 .7 29. 0 3 . 9 4 . 7 30 . 0 3 .4 4 . 6 31 . 0 2 . 9 4 . 6 32 . 0 2 .4 4 .5 33 . 0 2 .4 4 .4 34 . 0 2 . 3 4 .4 35. 0 2 . 3 4 .3 36 . 0 2 . 2 4 .2 37. 0 2 . 2 4 . 1 38 . 0 2 . 1 4. 1 39 . 0 2 . 1 4 . 0 40 . 0 2 . 0 4 . 0 41. 0 2 . 0 4 . 0 42 . 0 1 . 9 3 . 9 43 . 0 1. 9 3 . 9 44 . 0 1. 8 3 . 9 45 . 0 1 . 8 3 . 9 46 . 0 1. 7 3 .9 47. 0 1. 7 3 . 8 48 . 0 1 . 6 3 . 8 49 . 0 1. 6 3 . 8 50 . 0 1. 5 3 . 8 51. 0 1 . 5 3 . 7 52 . 0 1.4 3 .7 53 . 0 1.4 3 .7 54 . 0 1. 3 3 . 7 55 . 0 1 .3 3 .6 56 . 0 1. 2 3 .6 57 . 0 1. 2 3 . 6 58 . 0 1. 2 3 . 6 59. 0 1. 1 3 .5 60 . 0 1 . 1 3 .5 61 . 0 1 . 0 3 .5 62 . 0 1. 0 3 .5 63 . 0 0 . 9 3 .4 64 . 0 0 . 9 3 .4 65 . 0 0 . 8 3 .4 66 . 0 0 . 8 3 .4 67 . 0 0 . 7 3 .3 68 . 0 0 . 7 3 .3 69 . 0 0 . 6 3 .3 70 . 0 0 . 6 3 .2 71. 0 0 . 5 3 . 2 72 . 0 0 . 5 3 . 2 73 . 0 0 .4 3 .2 74 . 0 0 .4 3 . 1 75 . 0 0 . 3 3 . 1 76 . 0 0 . 3 3 . 1 77. 0 0.2 3 . 0 78 . 0 0 .2 3 . 0 79 . 0 0 . 1 0 .6 80 . 0 0 . 0 0 . 0 Q MAX. = 4 . 7 5 YEAR STORM HW MAX. = 2 . 1 S MAX. = 6865 .4 INFLOW DATA 10 YEAR STORM r T Q IN 0 0 12 14 . 8 32 3 82 0 INFLOW f OUTFLOW CURVES 10 YEAR STORM TIME Q IN _Q OUT TIME Q IN Q OUT TIME Q IN Q OUT 0 . 0 0 . 0 0 . 0 1. 0 1 .2 1.1 2 . 0 2 . 5 2 .4 3 . 0 3 . 7 3 . 0 4 . 0 4 . 9 3 . 0 5 . 0 6 .2 3 . 0 6 . 0 7 .4 3 . 1 7. 0 8 . 6 3 .1 8 . 0 9 . 9 3 . 2 9 . 0 11 . 1 3 . 3 10 . 0 12 .3 3 .4 11. 0 13 . 6 3 . 5 12 . 0 14 . 8 3 . 6 13 . 0 14 .2 3 . 7 14 . 0 13 . 6 3 . 8 15 . 0 13 . 0 3 . 9 16 . 0 12 .4 4 .0 17. 0 11. 9 4 .2 18 . 0 11.3 4 . 5 19 . 0 10 .7 4 .7 20 . 0 10 .1 4 . 9 21. 0 9.5 5 . 1 22 . 0 8 . 9 5 .2 23 . 0 8 .3 5 .4 24 . 0 7 . 7 5 . 5 25 . 0 7. 1 5 .5 26 . 0 6 .5 5 . 6 27 . 0 6 . 0 5 . 6 28 . 0 5 .4 5.6 29 . 0 4 . 8 5 . 6 . 30 . 0 4 . 2 5 . 5 31 . 0 3 . 6 5 .5 32 . 0 3 . 0 5 .4 33 . 0 2 . 9 5 . 3 34 . 0 2 . 9 5.2 35 . 0 2 . 8 5 . 1 36 . 0 2 .8 5 . 1 37 . 0 2 . 7 5 . 0 38 . 0 2 .6 4 . 9 39. 0 2 . 6 4 . 8 40 . 0 2 .5 4 .7 41. 0 2 .5 4 . 7 42 .0 2 .4 4 . 6 43 . 0 2 .3 4 .5 44 . 0 2 .3 4 .4 45. 0 2 .2 4 .3 46 . 0 2 .2 4 .3 47. 0 2 . 1 4 . 2 48 . 0 2 . 0 4 . 1 49 . 0 2 . 0 4 . 0 50 . 0 1. 9 4 . 0 51 . 0 1 . 9 4 . 0 52 . 0 1. 8 3 .9 53 . 0 1. 7 3 . 9 54 . 0 1 . 7 3 . 9 55 . 0 1.6 3 .9 56 . 0 1 . 6 3 . 9 57. 0 1 .5 3 . 8 58 . 0 1.4 3 . 8 59. 0 1 .4 3 . 8 60 . 0 1 .3 3 . 8 61. 0 1.3 3 .7 62 .0 1 .2 3 . 7 63 . 0 1 . 1 3 . 7 64 . 0 1 . 1 3 .7 65 . 0 1. 0 3 . 6 66 . 0 1 . 0 3 . 6 67 . 0 0 . 9 3 . 6 68 . 0 0 . 8 3 . 5 69 . 0 0 . 8 3 .5 70 . 0 0 . 7 3 .5 71. 0 0 .7 3 . 5 72 . 0 0 . 6 3 .4 73 . 0 0 .5 3 .4 74 . 0 0.5 3 .4 75 . 0 0 .4 3 . 3 76 . 0 0 .4 3 .3 77 . 0 0 .3 3 . 3 78 . 0 0 . 2 3 .2 79 . 0 0.2 3 .2 80 . 0 0 .1 3 .2 81. 0 0 . 1 3 . 1 82 . 0 0 . 0 3 .1 83 . 0 0 . 0 3 . 1 84 . 0 0 . 0 3 .0 85 . 0 0 .0 3 .0 86 .0 0 . 0 0 . 6 87 . 0 0 . 0 0 . 0 Q MAX. = 5 . 6 10 YEAR STORM HW MAX. = 2 . 2 S MAX. = 8404 .3 4 INFLOW DATA - 25 YEAR STORM T Q IN 0 0 12 16 . 9 32 3 .4 82 0 INFLOW / OUTFLOW CURVES 25 YEAR STORM TIME Q IN Q OUT TIME Q IN Q OUT TIME Q IN Q OUT 0 . 0 0 . 0 0 . 0 1. 0 1.4 1.3 2 . 0 2 .8 2 .7 3 . 0 4 .2 3 . 0 4 . 0 5. 6 3 . 0 5 . 0 7. 0 3 . 1 6 . 0 8 . 5 3 . 1 7. 0 9. 9 3 .2 8 . 0 11.3 3 .2 9 . 0 12 . 7 3 .3 10 . 0 14.1 3 .4 11 . 0 15 .5 3 . 6 12 . 0 16 . 9 3 . 7 13 . 0 16.2 3 . 8 14 . 0 15 .5 4 . 0 15 . 0 14 . 9 4 .2 16. 0 14 .2 4 . 6 17 . 0 13 .5 4 . 9 18 . 0 12 . 9 5 .2 19. 0 12.2 5 .5 20 . 0 11 . 5 5 . 7 21 .0 10 . 8 5 . 9 22 . 0 10.1 6 .1 23 . 0 9 .5 6 .2 24 . 0 8 . 8 6 .3 25 . 0 8 . 1 6 .4 26 . 0 7. 5 6 .4 27 .0 6 . 8 6 .4 28 . 0 6. 1 6 .4 29 .0 5 .4 6 .4 30 . 0 4 . 7 6 .4 31. 0 4 . 1 6 .3 32 . 0 3 .4 6 .2 33 .,0 3 . 3 6 . 1 34 . 0 3 .3. 6 . 0 35 . 0 3 .2 5 . 9 36 . 0 3 . 1 5 . 8 37. 0 3 . 1 5 . 7 38 . 0 3 . 0 5 . 6 39 . 0 2 . 9 5 .5 40 . 0 2 . 9 5 .4 41 . 0 2 . 8 5 .3 42 .0 2 . 7 5 .3 43 . 0 2. 7 5 .2 44 . 0 2 . 6 5 . 1 45 . 0 2 . 5 5 . 0 46 . 0 2.4 4 . 9 47 . 0 2 .4 4 . 8 48 . 0 2 . 3 4 . 7 49 . 0 2.2 4 . 6 50 . 0 2 .2 4 . 6 51 .0 2 . 1 4 .5 52 . 0 2. 0 4 .4 53 . 0 2 . 0 4 .3 54 . 0 1 . 9 4 . 2 55 . 0 1. 8 4 . 1 56 . 0 1 . 8 4 . 1 57 . 0 1 . 7 4 . 0 58 . 0 1. 6 4 . 0 59 . 0 1 . 6 3 . 9 60 . 0 1.5 3 . 9 61. 0 1.4 3 . 9 62 . 0 1.4 3 . 9 63 . 0 1 . 3 3 . 8 64 . 0 1.2 3 . 8 65. 0 1 .2 3 . 8 66 .0 1 . 1 3 . 8 67. 0 1. 0 3 . 7 68 . 0 1. 0 3 . 7 69 .0 0 . 9 3 . 7 70 . 0 0.8 3 . 6 71. 0 0 . 7 3 . 6 72 . 0 0 . 7 3 . 6 73 . 0 0 . 6 3 . 6 74 . 0 0 .5 3 . 5 75 .0 0 .5 3 .5 76 . 0 0.4 3 . 5 77. 0 0 .3 3 .4 78 . 0 0 . 3 3 .4, 79 . 0 0 .2 3 .4 80 . 0 0 .1 3 .3 81.0 0 . 1 3 .3 82 . 0 0. 0 3 . 3 83 . 0 0 .0 3 .2 84 . 0 0 . 0 3 .2 85 . 0 0 . 0 3 .2 86. 0 0 . 0 3 . 1 87.0 0 . 0 3 .1 88 . 0 0. 0 3 . 1 89 . 0 0 . 0 3 . 0 90. 0 0 . 0 2 . 5 91 . 0 0. 0 0 . 0 Q MAX. = 6 .4 25 YEAR STORM HW MAX. = 2 .4 S MAX. = 9831 o e a n INFLOW DATA 50 YEAR STORM T Q IN 0 0 12 19 .2 32 4 82 0 INFLOW / OUTFLOW CURVES 50 YEAR STORM TIME Q IN Q OUT TIME Q IN Q OUT TIME Q IN Q OUT 0 . 0 0 . 0 0 . 0 1.0 1. 6 1.4 2 . 0 3 .2 3 . 0 3 . 0 4 . 8 3 . 0 4 . 0 6 .4 3 . 0 5 . 0 8 . 0 3 . 1 6 . 0 9 . 6 3 . 1 7. 0 11.2 3 .2 8 . 0 12 . 8 3 . 3 9 . 0 14 .4 3 .4 10 . 0 16 . 0 3 .5 11 . 0 17 . 6 3 . 7 12 . 0 19 . 2 3 . 8 13 . 0 18.4 4 . 0 . 14 . 0 17. 7 4 .4 15 . 0 16 . 9 4 . 9 16 . 0 16.2 5 .3 17. 0 15 .4 5 .7 18 . 0 14 .6 6 . 0 19. 0 13 . 9 6 . 3 20 .0 13 .1 6 . 6 21. 0 12 .4 6 . 8 22 .0 11.6 7. 0 23 . 0 10 . 8 7. 2 24 . 0 10 . 1 7. 5 25 . 0 9 .3 7 . 6 26 . 0 8 . 6 7 . 7 27. 0 7 . 8 7. 8 28 . 0 7. 0 7. 7 29 . 0 6 .3 7. 7 30 . 0 5 . 5 7 .5 31. 0 4 . 8 7.4 32 . 0 4 . 0 7. 1 33 . 0 3 . 9 6 . 9 34 . 0 3 . 8 6 . 8 35 . 0 3 . 8 6 . 7 36. 0 3 . 7 6 . 6 37. 0 3 . 6 6 . 5 38 . 0 3 .5 6 .4 39 . 0 3 .4 6 .3 40 . 0 3 .4 6 .2 41. 0 3 .3 6 . 1 42 . 0 3 .2 6 . 0 43 . 0 3 . 1 5 . 9 44 . 0 3 . 0 5 . 8 45 . 0 3 . 0 5 . 7 46 . 0 2 . 9 5 . 6 47 . 0 2 . 8 5 . 5 48 . 0 2 . 7 5 .4 49 . 0 2 . 6 5 .3 50 .0 2 . 6 5 . 2 51. 0 2 . 5 5 . 1 52 . 0 2 .4 5 . 0 53 . 0 2 .3 4 . 9 54 , 0 2 . 2 4 . 8 55 . 0 2. 2 4 . 8 56 . 0 2 . 1 4 . 7 57. 0 2 . 0 . 4 . 6 58 . 0 1. 9 4 . 5 59 . 0 1. 8 4 .4 60 . 0 1 . 8 4 . 3 61. 0 1 .7 4 .2 62 .0 1. 6 4 .1 63 . 0 1 .5 4 . 0 64 . 0 1.4 4 . 0 65 . 0 1 .4 4 . 0 66. 0 1 . 3 3 . 9 67. 0 1.2 3 . 9 68 .0 1. 1 3 . 9 69 . 0 1 . 0 3 . 8 70 . 0 1. 0 3 . 8 71. 0 0 . 9 3 . 8 72 . 0 0 . 8 3 . 7 73 . 0 0 . 7 3 . 7 74 . 0 0 . 6 3 . 7 75 . 0 0 . 6 3 . 7 76 . 0 0.5 3 . 6 77. 0 0 .4 3 . 6 78 . 0 0 .3 3 . 6 79. 0 0 .2 3 . 5 80 . 0 0 .2 3 . 5 81. 0 0 . 1 3 .5 82 . 0 0 .0 3 .4 83 . 0 0 . 0 3..4 84 . 0 0 . 0 3 . 3 85 . 0 0 . 0 3 .3 86 . 0 0 . 0 3 . 3 87. 0 0 . 0 3 .2 88 . 0 0 . 0 3 .2 89 . 0 0 . 0 3 .2 90 . 0 0 . 0 3 . 1 91. 0 0 . 0 3 . 1 92 .0 0 . 0 3 .1 93 . 0 0 . 0 3 . 0 94 . 0 0 . 0 3 . 0 95 . 0 0 . 0 0 . 0 Q MAX. = 7 . 8 50 YEAR STORM HW MAX. = 2 . 6 S MAX. 11486 .4 INFLOW DATA 100 YEAR STORM T Q IN 0 0 12 20 . 7 32 4 . 3 82 0 INFLOW / OUTFLOW CURVES 100 YEAR STORM TIME Q IN Q OUT TIME Q IN Q OUT TIME Q IN Q OUT 0 . 0 0 . 0 0 . 0 1. 0 1. 7 1. 5 2. 0 3 . 5 3 . 0 3 . 0 5 . 2 3 . 0 4 . 0 6 . 9 3 . 0 5 . 0 8 . 6 3 . 1 6 . 0 10 .4 3 .2 7. 0 12 . 1 3 .2 8 . 0 13 . 8 3 . 3 9 . 0 15 . 5 3 . 5 10.0 17. 3 3 . 6 11. 0 19 . 0 3 . 8 12 . 0 20 . 7 3 . 9 13 . 0 19. 9 4 .3 14 . 0 19 . 1 4 . 8 15 . 0 18 . 2 5 .3 16 . 0 17.4 5 . 8 17. 0 16 . 6 6 . 2 18 . 0 15 . 8 6 .5 19.0 15. 0 6 . 8 20. 0 14 . 1 7 .2 21. 0 13 . 3 7 . 7 22 . 0 12 . 5 8 .4 23 . 0 11. 7 9 .5 24 . 0 10 . 9 10 . 0 25 . 0 10. 0 10 . 2 26 . 0 9 .2 10 . 0 27. 0 8 . 4 9 . 6 28 . 0 7. 6 9 . 1 29. 0 6 . 8 8 . 5 30 . 0 5 . 9 8 . 0 31. 0 5 . 1 7. 8 32 .0 4 . 3 7 . 6 33 . 0 4 . 2 7 .3 34. 0 4. 1 7 . 1 35. 0 4 . 0 6 . 9 36 . 0 4 . 0 6 . 8 37. 0 3 . 9 6 . 7 38 . 0 3 .8 6 . 6 39 . 0 3 . 7 6 .5 40 . 0 3 . 6 6.4 41. 0 3 .5 6 .3 42 . 0 3 .4 6 .2 43 . 0 3 .4 6 . 1 44 . 0 3 .3 6 . 0 45 . 0 3 . 2 5 . 9 46. 0 3 . 1 5 . 8 47. 0 3 . 0 5 . 7 48 . 0 2 . 9 5 .6 49 . 0 2. 8 5 . 5 50 . 0 2 . 8 5 .4 51 .0 2 . 7 5 .3 52 . 0 2 . 6 5 . 2 53 . 0 2 . 5 5 . 1 54 . 0 2 . 4 5 . 1 55 . 0 2 .3 5 . 0 56. 0 2 .2 4 . 9 57 . 0 2 . 2 4 . 8 58. 0 2 . 1 4 . 7 59. 0 2 . 0 4 . 6 60 . 0 1 . 9 4 . 5 61. 0 1 . 8 4 .4 62 . 0 1. 7 4 . 3 63 . 0 1 . 6 4 .2 64 . 0 1. 5 4 . 1 65 . 0 1.5 4 . 0 66 . 0 1 .4 4 . 0 67. 0 1.3 4 . 0 68 . 0 1 . 2 3 . 9 69 . 0 1 . 1 3 . 9 70 . 0 1. 0 3 . 9 71. 0 0 . 9 3 . 8 72 . 0 0 . 9 3 . 8 73 . 0 0 . 8 3 . 8 74 . 0 0 . 7 3 . 7 75 . 0 0 . 6 3 . 7 76. 0 0 . 5 3 . 7 77. 0 0 .4 3 . 6 78 . 0 0 . 3 3 . 6 79 .0 0 .3 3 . 6 80. 0 0 .2 3 .5 81 . 0 0 . 1 3 . 5 82 . 0 0 . 0 3 . 5 83 . 0 0 . 0 3 .4 84 . 0 0 . 0 3 .4 85. 0 0 . 0 3 .4 86. 0 0 . 0 3 .3 87.0 0 . 0 3 . 3 88 . 0 0 . 0 3 .3 89. 0 0 . 0 3 .2 90 . 0 0 . 0 3 .2 91. 0 0 . 0 3 . 2 92 . 0 0 . 0 3 . 1 93 . 0 0 . 0 3 . 1 94 . 0 0 . 0 3 . 1 95 . 0 0 . 0 3 . 0 96 . 0 0 . 0 2 .4 97. 0 0 .0 0 . 0 Q MAX. = 10 .2 100 YEAR STORM HW MAX. = 2 . 9 S MAX. = 11890 N/F - R. K -_K ELLCQ, .tN .. =18 -el" s ---- ND - - Ott A i - QN — IOE o� 4 DWARQ fA r A N �11 F . 1 - 12Typ 1 N/F - _ -- - � . x 92Q 92.$ tNV.3 87r.t i "92.8 -�„ - _LEN F SHARP I, C FF= -93:5 F - - - - - - - - - _ 14 ir -___ -- N/F o . o - � 1 - — JA_ICE - > 5, 4ARY =ALICE —=- - - - Mc.ALLISTER - REVISED ' Drainage Calculations 15 MORGAN FARMS DRIVE MODIFIED BUILDING ADDITION Prepared for LANGLAIS GROUP ' 15 Morgan Farms Drive SOUTH WINDSOR,CT. ' November 28,2006 F E0/y 'di P O D oe ' y+ ,'A fd1 � �� ++ ♦B GISTER / 6� SS��NAL ENG ' TORRES ENGINEERING, INC. 609 FARMINGTON AVENUE, SUITE 103 HARTFORD, CT 06105 (860) 232-9833 FAX(860)232-9838 RECEIVED NOV 3 0 2006 SOUTH WINDSOR ENGINEERING DEPT, I � ' Summary 1 STORM EXISTING CONDITIONS PROPOSED CONDITIOND AFTER DETENTION ' YEAR CFS CFS CFS 2 3.8 8.2 3.5 ' 5 4.8 11.1 3.9 10 5.4 13.0 4.7 25 6.9 15.2 5.6 ' 50 7.8 17.1 6.4 100 8.4 18.6 7.0 ' DISCUSSION: The contributing watershed characteristics have changed since the original drainage calculations were developed in 1987. Residential development upstream of the site has reduced the area draining ' to the detention basin. The assumptions made in the earlier design have now been adjusted as shown in the following pages,with the results being that the total peak runoff to the site has been reduced. CONCLUSSION: ' The increase of runoff from the proposed building addition in combination with the reduction of runoff from off-site drainage areas produce a net decrease in storm water entering the detention basins and therefore there is still no increase in discharge from the site for up to the 100 year storm. TE iSl FARMS DRIVE DATE 2-5-87 ' ? I / TORRES ENGINEERING, INC. u SHEET NO. 75 KITTS LANE NEWINGTON CONN.06111-3935 EX/STIIVG 0a00/T/ -:3 BY :VWF 12031 666-5190 CHECKED (3T T1,A 0416) N . 7-Q e,� IVDITo /. ..._LE_NGfTL Sloe _ _ L3ClT ._ T/!�1 T/r�rE_ < # _ -0 4 # _ E _o _ -3 1 5 7 _.._ _._. .�? _._ .3 tQ._ 3.-0 36 7 74 - i Tc < Q < X= 0. 35 } 3 . j 4Z= C8.48)(o;35) 3. va 7 4 { # _ 4 3 i , 3 3 3 } fi e 1 j/ ( 8 CT / N� ( , , , , { i 1 nRS4E A r Atd F ( MpRf� � 4 0 1 Gfi 100 3 ( / 2 ILLS DE •� z ui ui Oj C .............. cu .......... ........... cr) .............. A Ln� Ln l0 CO A cc) ............. r- 111�21111 .............. "j z pC 2! 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OFF :. .S/Ti-= PRo,€�.&� CQ1Vb1 I td,11 . S S Rom"d.N E- _ /biNT To Pointe cc3NDfTioN Z-)z/v6T// :SLOPE' Vic-LOC1 r Y TIME Tile.. E 7 360 .- 1 ` 25 _ 1 f . ;ot ,7 50 a 3 3 E "� m i m o � 9 m m m �q e ' project LOT C NIORC7,41/ FA 'PIM Designed by N1l�tlr� Town ou-TH WIIVO�OR Route /.o7*1?- Checked by 07 Sheet tfo. Ln (u Lrcv _ �a n 0 0 0 d O O d sa�9itpva� � ' in Q? Q A�T�vdv� TT cn ,.� � cr- tig CG ' �C�Taoja� a8v.zanV cm \� - N t14c� in Ts : p � © Q 0 o 6 o p o 0 adTd to gl3ua`I I)- O t �1n 4 M a u azTS QdT f mv-) l u) � �l N _ e v uO �? } v maIBXS UT a co rrj O Ui tn \9 �°, A,4Tsuawi miulva N a' O Q � (6 (t5 N zz 0 ' . ` 7 malsAS UT IV JO mnS .D N O T sag u, ` Zzr)l _ Qj (�l N N ' ga�.a3 RaTialu3 IV 0. O p Co a o 1 amTy Pale�iaaV -t - to add UT amTy <" latul 01 amTy c" Q O O Q ti o 0 juadRas aaTZ O Q a v a -\)I L ' JOB # TEDATE_ TORRES ENGINEERING,INC. SHEET NO. ' 609 FARMINGTON AVE., SUITE 103 BY HARTFORD, CT 06105 (860)232-9833 CHECKED ea 1 _ L. E 3 i F 7$ € v III i E �tj 7.1 i / ; t ( { t € ' JOB #__ ��' 7 DATE 11 Z 6? ./ TE TORRES ENGINEERING, INC. SHEET NO. ..S ' 609 FARMINGTON AVE.,SUITE 103 BY HARTFORD,CT 06105 (860)232-9833 CHECKED � __�_�� E -F-7 �-s 4 � ( iFi � B � t '/i o /46 7 [ j F ' JOB # ®�a TE' DATE��Z�L13 TORRES ENGINEERING, INC. SHEET.NO. ' 609 FARMINGTON AVE., SUITE 103 BY- HARTFORD, CT 06105 (860)232-9833 CHECKED �J ' } 01 101 5f,� M €- W € € 7 e t E S t JOB # 7 � .s --D 6o ' TE Grp S Cry ��z DATE L�'2�� TORRES ENGINEERING,INC. SHEET NO. S ' 609 FARMINGTON AVE.,SUITE 103 BY - HARTFORD, CT 06105 (860)232-9833 CHECKED T>•�. 1 z Jl- < F F }} [ ' JOB # Z o D 7 TE , ,4. . , DATE I ' �G�S � SHEET NO. - TORRES ENGINEERING, INC. ' 609 FARMINGTON AVE.,SUITE 103 BY 0.77 HARTFORD, CT 06105 (860)232-9833 CHECKED >7� 3 i 71 Pt- -4-4 Z 4---1 140ji (( ! a t[ i i 3 1 I I i 'rF. lvbR 1W, FfIRMS DRIVE - DATE 2-7-8 1 f TORRES ENGINEERING, INC. LOTS t £ SHEET NO. /7 75 KITTS LANE NEWINGTON CONN.06111-3935 L)ETLIVT101\/ .484A BY MWF 12031 666-5190 CHECKED OT ---- --- - _-- - - R1...._ 8B 4/I - 4414. 88.5 47/� __. 0.5 Z2o7 8 532o l:0 47/( 1 5�22 5 4 501S . L.o f L'1` � f i _. D tL/ /YW �/OL OW/�t� C) 6402 . . _o..5 8 . �708 0.5 3�01 f 9 _ 7 3 -0 " 5 1. 7C) _ HW VOLUME 2-5 t � ' _ f 114Q 'e�,41-1 lcgRMS DRIVE DATE 2 —9—00 7 i LOTS 2 SHEET NO. la� RRES ENGINEERING,, INC. ' 75 KITTS LANE NEWINGTON CONN.06111-3935 D rT�V`T1QA1 .�/RE (2031 666-5 90 CHECK._ _ CHECKED. ��� I a r _ { _ -.72F - - .. _ Aq �BS,S3 i Z5l'V7/ail .. _E3 _si jpa o P7.5 2 %7 _ v Z,7 PFLOOD ROUTING ISUMMARY PRINTOUT MORGAN FARMS SOUTH WINDSOR 'HEADWATER VS DISCHARGE HW (FT) Q (CFS) ' 0 0 1 2 . 7 2 3 . 8 ' 3 11 HEADWATER VS STORAGE IHW (FT) S (CU FT) 0 0 1 . 5 15 ' 2 5408 2 . 5 11424 3 12032 ITP = 12 RP = 1 T = 60 'ROUTING CURVE Q S 2S/T 2S/T+Q ' 0 0 0 0 1 3 . 7 . 1 1 . 1 2 7 .4 .2 2 .2 3 12 . 7 .4 3 .4 4 5742 . 2 191 .4 195 .4 5 7413 . 3 247 .1 252 .1 6 9084 .401 302 . 8 308 . 8 ' 7 10755 . 6 358 .5 365 .5 8 11525 .3 384 .2 392 . 2 9 11694 . 2 389 . 8 398 . 8 10 11863 . 1 395 .4 405 .4 ' 11 12032 401. 1 412 . 1 INFLOW DATA 2 YEAR STORM 'T Q IN 0 0 12 8 . 2 32 1 43 1 .4 126 0 ,INFLOW / OUTFLOW CURVES 2 YEAR STORM ' TIME Q IN Q OUT TIME Q IN Q OUT TIME Q IN Q OUT 0 . 0 0 . 0 0 . 0 1. 0 0 . 7 0 . 6 2 . 0 1 .4 1 .4 3 . 0 2 . 1 2 . 0 4 . 0 2 . 7 2 . 7 5 . 0 3 .4 3 . 0 ' 6 . 0 4 . 1 3 . 0 7 . 0 4 . 8 3 . 0 8 . 0 5 . 5 3 . 0 ' 2! ' INFLOW DATA 5 YEAR STORM T Q IN ' 0 0 12 11. 1 32 1 .4 43 1 . 9 126 0 INFLOW / OUTFLOW CURVES 5 YEAR STORM TIME Q IN Q OUT TIME Q IN Q OUT TIME Q IN Q OUT 0 . 0 0 . 0 0 . 0 1. 0 0 . 9 0 . 8 2 . 0 1 . 9 1 . 8 ' 3 . 0 2 . 8 2 . 7 4 . 0 3 . 7 3 . 0 5 . 0 4 . 6 3 . 0 6 . 0 5. 6 3 . 0 7. 0 6. 5 3 . 1 8 . 0 7 .4 3 . 1 9 . 0 8 .3 3 .2 10 . 0 9 .3 3 .2 11 . 0 10 .2 3 .3 12 . 0 11.1 3 .4 13 . 0 10 . 6 3 .4 14 .0 10 .1 3 .5 15 . 0 9 . 6 3 . 6 16 . 0 9 .2 3 . 6 17 . 0 8 . 7 3 . 7 18 . 0 8 . 2 3 . 7 19. 0 7. 7 3 . 8 20 . 0 7. 2 3 .8 21 . 0 6 . 7 3 . 9 22 . 0 6 .3 3 . 9 23 .0 5 . 8 3 . 9 24 . 0 5 .3 3 . 9 25 . 0 4 . 8 3 . 9 26 . 0 4 .3 3.. 9 27 . 0 3 . 8 3 . 9 28 . 0 3 .3 3 . 9 29 . 0 2 . 9 3 . 9 30 . 0 2 .4 3 . 9 31. 0 1. 9 3 . 9 32 . 0 1 .4 3 . 9 33.. 0 1.4 3 . 8 34 . 0 1. 5 3 . 8 35 . 0 1. 5 3 . 8 36 . 0 1 . 6 3 . 8 37. 0 1. 6 3 . 8 38 . 0 1 . 7 3 . 7 39 . 0 1 . 7 3 . 7 40 . 0 1. 8 3 . 7 41 . 0 1 . 8 3 . 7 ' 42 . 0 1 . 9 3 . 7 43 . 0 1 . 9 3 .6 44 . 0 1. 9 3 . 6 45 . 0 1 . 9 3 . 6 46 . 0 1 . 8 3 . 6 47 . 0 1. 8 3 . 6 48 . 0 1 . 8 3 . 5 49 . 0 1. 8 3 .5 50 . 0 1 . 7 3 . 5 51 . 0 1 . 7 3 . 5 52 . 0 1 . 7 3 . 5 53 . 0 1. 7 3 .4 54 . 0 1 . 6 3 .4 55 : 0 1. 6 3 .4 56 . 0 1 . 6 3 .4 57 . 0 1 . 6 3 .4 58 . 0 1 . 6 3 .4 59 . 0 1 . 5 3 . 3 60 . 0 1 . 5 3 .3 61 . 0 1 . 5 3 .3 62 . 0 1 . 5 3 . 3 ' 63 . 0 1 .4 3 . 3 64 . 0 1.4 3 . 2 65 . 0 1 .4 3 . 2 66 . 0 1.4 3 .2 67. 0 1 .4 3 .2 68 . 0 1 .3 3 .2 69 . 0 1. 3 3 . 1 70 . 0 1 .3 3 . 1 71 . 0 1 .3 3 . 1 ' 72 .0 1 . 2 3 . 1 73 . 0 1 .2 3 . 1 74 .0 1. 2 3 . 0 75 . 0 1 . 2 3 . 0 76 . 0 1. 1 3 . 0 77 . 0 1 .1 1 . 5 78 . 0 1 . 1 0 . 8 79 . 0 1 .1 1.3 80 . 0 1. 1 0 . 9 ' 81 . 0 1. 0 1 . 2 82 . 0 1 . 0 0 . 9 83 . 0 1 . 0 1 . 1 84 . 0 1 . 0 0 . 9 85 . 0 0 . 9 1. 0 86 . 0 0 . 9 0 . 9 87 . 0 0 . 9 0 . 9 88 . 0 0 . 9 0 . 8 89 . 0 0 . 8 0 . 9 90 . 0 0 . 8 0 . 8 91 . 0 0 . 8 0 . 8 92 . 0 0 . 8 0 . 8 93 . 0 0 . 8 0 . 8 94 . 0 0 . 7 0 . 7 95 . 0 0 . 7 0 . 7 96 . 0 0 . 7 0 . 7 97 . 0 0 . 7 0 . 7 98 . 0 0 . 6 0 .6 99 . 0 0 . 6 0 . 6 100 . 0 0 . 6 0 . 6 101 . 0 0 . 6 0 . 6 ' 102 . 0 0 . 5 0 . 6 103 . 0 0 .5 0 . 5 104 . 0 0 . 5 0 . 5 105 . 0 0 . 5 0 . 5 106 . 0 0 . 5 0 . 5 107. 0 0 .4 0 .4 108 . 0 0 .4 0 .4 109 . 0 0 .4 0 .4 110 . 0 0 .4 0 .4 111. 0 0 . 3 0 . 3 112 . 0 0 .3 0 .3 113 . 0 0 .3 0 . 3 ' 114 . 0 0 . 3 0 . 3 115 . 0 0 .3 0 .3 116 . 0 0 . 2 0 . 2 117 . 0 0 . 2 0 .2 118 . 0 0 . 2 0 .2 119 . 0 0 . 2 0 . 2 120 . 0 0 . 1 0 . 1 121 . 0 0 . 1 0 . 1 122 . 0 0 . 1 0 . 1 ' 123 . 0 0 . 1 0 . 1 124 . 0 0 . 0 0 . 0 125 . 0 0 . 0 0 . 0 126 . 0 0 . 0 0 . 0 'Q MAX. = 3 .9 5 YEAR STORM HW MAX. = 2 S MAX. = 5648 .2 INFLOW DATA 10 YEAR STORM ,T Q IN 0 0 12 13 ' 32 1 . 8 43 2 .4 126 0 'INFLOW / OUTFLOW CURVES 10 YEAR STORM TIME Q IN Q OUT TIME Q IN Q OUT TIME Q IN Q OUT ' 0 . 0 0 . 0 0 . 0 1 . 0 1. 1 1 . 0 2 . 0 2 .2 2 . 1 3 .0 3 . 3 3 . 0 4 . 0 4 .3 3 . 0 5. 0 5 .4 3 . 0 ' 6 . 0 6 . 5 3 . 1 7 . 0 7. 6 3 . 1 8. 0 8 . 7 3 .2 9 . 0 9 . 8 3 .2 10 .0 10 . 8 3 .3 11. 0 11. 9 3 .4 12 . 0 13 . 0 3 .5 13 . 0 12 .4 3 . 6 14 . 0 11. 9 3 .7 ' 15 . 0 11 . 3 3 .7 16 . 0 10 .8 3 . 8 17. 0 10 . 2 3 . 9 18 . 0 9 . 6 3 . 9 19 . 0 9 . 1 4 . 0 20.0 8 . 5 4 . 2 21 . 0 8 . 0 4 .3 22 . 0 7.4 4 .4 23 . 0 6 . 8 4 . 5 24 . 0 6 .3 4 . 6 25 . 0 5 . 7 4 . 7 26 . 0 5 . 2 4 . 7 27 . 0 4 .6 4 . 7 28 . 0 4 . 0 4 . 7 29 . 0 3 . 5 4 . 6 30 . 0 2 . 9 4 . 6 31 . 0 2 .4 4 .5 32 . 0 1 . 8 4 .4 33 . 0 1 . 9 4 .3 34 . 0 1 . 9 4 . 3 35 . 0 2 . 0 4 .2 ' 36 . 0 .2 . 0 4 . 1 37 . 0 2 . 1 4 . 0 38 . 0 2 . 1 4 . 0 39 . 0 2 .2 4 . 0 40 . 0 2 .2 4 . 0 41. 0 2 . 3 3 . 9 42. 0 2 . 3 3 . 9 43 . 0 2 .4 3 . 9 44 . 0 2 .4. 3 . 9 45 . 0 2 . 3 3 . 9 46 . 0 2 . 3 3 . 9 47. 0 2 . 3 3 . 8 48 . 0 2 . 3 3 . 8 49 . 0 2 . 2 3 . 8 50 . 0 2 . 2 3 . 8 51 . 0 2 .2 3 . 8 52 . 0 2 . 1 3 . 8 53 . 0 2 . 1 3 . 7 54 . 0 2 . 1 3 . 7 55 . 0 2 . 1 3 . 7 56 . 0 2 . 0 3 . 7 ' 57 . 0 2 . 0 3 . 7 58 . 0 2 . 0 3 . 6 59 . 0 1. 9 3 . 6 60 . 0 1 . 9 3 . 6 61 . 0 1 . 9 3 . 6 62 . 0 1 . 9 3 . 6 63 . 0 1 . 8 3 . 6 64 . 0 1 . 8 3 .5 65 . 0 1. 8 3 . 5 66 . 0 1 . 7 3 . 5 67 . 0 1 . 7 3 . 5 68 . 0 1 . 7 3 . 5 ' 69 . 0 1. 6 . . 3 .4 70 . 0 1. 6 3 .4 71. 0 1. 6 3 .4 72 . 0 1 .6 3 .4 73 . 0 1 . 5 3 .4 74 . 0 1 . 5 3 .4 75 . 0 1 . 5 3 .3 76 . 0 1 .4 3 .3 77. 0 1 .4 3 . 3 ' 78 . 0 1 .4 3 .3 79 . 0 1.4 3 . 3 80. 0 1. 3 3 .2 81 . 0 1 . 3 3 .2 82 . 0 1. 3 3 .2 83 . 0 1. 2 3 . 2 84 . 0 1 . 2 3 .2 85 . 0 1. 2 3 . 1 86 . 0 1 . 2 3 . 1 87 . 0 1 . 1 3 . 1 88 . 0 1 . 1 3 . 1 89 . 0 1 . 1 3 . 1 90 . 0 1 . 0 3 . 0 91 . 0 1 . 0 3 . 0 92 . 0 1 . 0 1 . 2 93 . 0 1 . 0 0 . 8 94 . 0 0 . 9 1 . 1 95 . 0 0 . 9 0 . 8 96 . 0 0 . 9 1 . 0 97 . 0 0 . 8 0 . 8 98 .0 0 . 8 0 . 9 99 . 0 0 . 8 0 .7 100 . 0 0 . 8 0 . 8 101 . 0 0 . 7 0 . 7 102 . 0 0 . 7 0 . 7 103 . 0 0 . 7 0 .7 104 . 0 0 . 6 0 . 6 105 . 0 0 . 6 0 . 6 106 . 0 0 . 6 0 .6 107.0 0 . 5 0 . 5 ' 108 . 0 0 . 5 0 . 5 109 . 0 0 . 5 0 . 5 110 . 0 0 . 5 0 . 5 111 . 0 0 .4 0 .4 112 . 0 0 .4 0 .4 113 . 0 0 .4 0 .4 114 . 0 . 0 . 3 0 . 3 115 . 0 0 .3 0 .3 116 . 0 0 . 3 0 . 3 ' 117 . 0 0 . 3 0 .3 118 . 0 0 .2 0 .2 119 . 0 0 . 2 0 . 2 120 . 0 0 . 2 0 .2 121 . 0 0 . 1 0 . 1 122 . 0 0 . 1 0 . 1 123 . 0 0 . 1 0 . 1 124 . 0 0 . 1 0 . 1 125 . 0 0 . 0 0 . 0 ' 126 . 0 0 . 0 0 . 0 1 23 Q MAX. 4 . 7 10 YEAR STORM 'HW MAX. = 2 . 1 S MAX. = 6891 .3 i 'INFLOW DATA 25 YEAR STORM T Q IN 0 0 12 15 . 2 32 2 . 1 43 2 . 8 ' 126 0 INFLOW / OUTFLOW CURVES 25 YEAR STORM ' TIME Q IN Q OUT TIME Q IN Q OUT TIME Q IN Q OUT 0 . 0 0 . 0 0 . 0 1. 0 1 .3 1. 1 2 . 0 2 .5 2 . 5 ' 3 . 0 3 . 8 3 . 0 4 . 0 5 . 1 3 . 0 5 . 0 6 .3 3 . 0 6 . 0 7 . 6 3 . 1 7. 0 8 . 9 3 . 1 8 . 0 10 .1 3 .2 9 . 0 11.4 3 .3 10 . 0 12 . 7 3 .4 11. 0 13 . 9 3 . 5 12 . 0 15 .2 3 . 6 13 . 0 14 .5 3 . 7 14 . 0 13 . 9 3 . 8 15 . 0 13 . 2 3 . 9 16 . 0 12 . 6 4 . 1 17'. 0 11 . 9 4 .4 18 . 0 11 .3 4 . 6 19 . 0 10 .6 4-. 8 20 . 0 10 . 0 5 . 0 21 . 0 9 .3 5 .2 22 . 0 8 .6 5 . 3 23 . 0 8 .0 5 .4 ' 24 . 0 7 . 3 5 .5 25 . 0 6 . 7 5 . 6 26 . 0 6 . 0 5 . 6 27 . 0 5 .4 5 . 6 28 . 0 4 . 7 5 . 6 29. 0 4 . 1 5 . 5 30 . 0 3 .4 5 . 5 31 . 0 2 . 8 5 .4 32 . 0 2 . 1 5 . 3 33 . 0 2 .2 5 .2 34 . 0 2 .2 5 .1 35. 0 2 .3 5 . 0 36 . 0 2 .4 4 . 9 37. 0 2 .4 4 . 8 38 . 0 2 . 5 4 . 7 39 . 0 2 . 5 4 . 6 40 . 0 2 . 6 4 . 6 41. 0 2 .7 4 . 5 ' 42 . 0 2 . 7 4 .4 43 . 0 2 . 8 4 .4 44 . 0 2 . 8 4 . 3 45 . 0 2 . 7 4 . 3 46 . 0 2 . 7 4 .2 47 . 0 2 .7 4 . 1 48 . 0 2 . 6 4 . 1 49 . 0 2 .6 4 . 0 50 . 0 2 . 6 4 . 0 51 . 0 2 . 5 4 . 0 52 . 0 2 .5 4 . 0 53 . 0 2 .5 4 . 0 ' 54 . 0 2 .4 3 . 9 55 . 0 2 .4 3 . 9 56 . 0 2 .4 3 . 9 57 . 0 2 . 3 3 . 9 58 . 0 2 .3 3 . 9 59 . 0 2 .3 3 . 9 60 . 0 2 .2 3 . 8 61 . 0 2 .2 3 . 8 62 . 0 2 . 2 3 . 8 63 .0 2 .1 3 .8 64 . 0 2 . 1 3 . 8 65 . 0 2 . 1 3 . 8 66 . 0 2 . 0 3 . 7 67 . 0 2 . 0 3 . 7 68 . 0 2 . 0 3 . 7 69 . 0 1 . 9 3 . 7 70 . 0 1 . 9 3 . 7 71 ..0 1 . 9 3 . 6 ' 72 . 0 1 . 8 3 . 6 73 . 0 1 .8 3 . 6 74 . 0 1.8 3 . 6 75 . 0 1 . 7 3 . 6 76 . 0 1 .7 3 .5 77. 0 1 . 7 3 . 5 . 78 . 0 1 . 6 3 . 5 79 . 0 1 . 6 3 .5 80 . 0 1 . 6 3 . 5 81 . 0 1 .5 3 .4 82 . 0 1 .5 3 .4 83 . 0 1 . 5 3 .4 ' 84 . 0 1 .4 3 .4 85 . 0 1 .4 3 .4 86 . 0 1 .3 3 . 3 87 . 0 1 .3 3 .3 88 . 0 1 .3 3 .3 89 . 0 1 . 2 3 . 3 90 . 0 1 .2 3 .3 91 . 0 1 .2 3 . 2 92 . 0 1 . 1 3 .2 ' 93 . 0 1 . 1 3 . 2 94 . 0 1 . 1 3 .2 95. 0 1 . 0 3 . 2 96 . 0 1 . 0 3 . 1 97 . 0 1 . 0 3 .1 98 . 0 0 . 9 3 . 1 99 . 0 0 . 9 3 . 1 100 . 0 0 . 9 3 .0 101. 0 0 . 8 3 . 0 102 . 0 0 . 8 1 . 9 103 . 0 0 . 0 0 . 0 'Q MAX. = 5 . 6 25 YEAR STORM HW MAX. = 2 . 2 S MAX. = 8397. 7 1 zrP ,INFLOW DATA 100 YEAR STORM T Q IN 0 0 12 18 . 6 32 2 . 8 43 3 . 6 ' 126 0 INFLOW / OUTFLOW CURVES 100 YEAR STORM ' TIME Q IN Q OUT TIME Q IN Q OUT TIME Q IN Q OUT 0 . 0 0 . 0 0 . 0 1. 0 1 . 6 1 .4 2 . 0 3 . 1 3 . 0 ' 3 . 0 4 . 7 3 . 0 4 . 0 6 . 2 3 . 0 5 . 0 7. 8 3 . 1 6 . 0 9 . 3 3 . 1 7.0 10 . 9 3 . 2 8 . 0 12 .4 3 . 3 9 . 0 14 . 0 3 .4 10 . 0 15 . 5 3 .5 11. 0 17. 1 3 . 6 12 . 0 18 . 6 3 . 8 13 . 0 17. 8 3 . 9 14 . 0 17. 0 4 . 3 15 . 0 16 . 2 4 .7 16. 0 15 .4 5 . 1 17. 0 14 . 7 5 . 5 18 . 0 13 . 9 5 . 8 19. 0 13 . 1 6 . 0 20 . 0 12 .3 6 .3 ' 21 . 0 11 . 5 6 . 5 22 . 0 10 . 7 6 .6 23 . 0 9 .9 6 .8 24 . 0 9 . 1 6 . 9 25 . 0 8 . 3 6 . 9 26 . 0 7. 5 7 . 0 27. 0 6 . 8 7 . 0 28 . 0 6 . 0 7 . 0 29 . 0 5 .2 6 . 9 30 . 0 4 .4 6 . 8 31. 0 3 . 6 6 . 7 32 . 0 2 . 8 6 . 6 ' 33 . 0 2 . 9 6 .5 34 . 0 2 . 9 6 . 3 35 . 0 3 .0 6 .2 36 . 0 3 . 1 6 . 1 37. 0 3 . 2 6 . 0 38 . 0 3 .2 5 . 9 39 . 0 3 . 3 5 . 8 40. 0 3 .4 5 . 7 41. 0 3 .5 5 . 6 ' 42 . 0 3 . 5 5 . 6 43 . 0 3 . 6 5 . 5 44 . 0 3 . 6 5 .4 45 . 0 3 . 5 5 .4 46 . 0 3 . 5 5 . 3 47 . 0 3 .4 5 . 2 48 . 0 3 .4 5 .2 49. 0 3 . 3 5 .1 50 . 0 3 .3 5 . 0 51 . 0 3 . 3 5 . 0 52 . 0 3 . 2 4 . 9 53 . 0 3 .2 4 . 9 ' 54 . 0 3 . 1 4 . 8 55 . 0 3 . 1 4 . 7 56 . 0 3 . 0 4 . 7 57. 0 3 . 0 4 . 6 58 . 0 2 . 9 4 . 6 59 . 0 2 . 9 4 . 5 60 . 0 2 . 9 4 .4 61. 0 2 . 8 4 .4 62 . 0 2 . 8 4 . 3 63 . 0 2 . 7 4 .3 64 . 0 2 . 7 4 . 2 65 . 0 2 . 6 4 .2 66 . 0 .2 . 6 4 . 1 67. 0 2 . 6 4 . 1 68 . 0 2 . 5 4 . 0 69 . 0 2 . 5 4 . 0 70 . 0 2 .4 4 . 0 71. 0 2 .4 4 . 0 ' 72 . 0 2 . 3 3 . 9 73 . 0 2 . 3 3 . 9 74 . 0 2 . 3 3 . 9 75 . 0 2 . 2 3 . 9 76. 0 2 . 2 3 . 9 77. 0 2 . 1 3 . 9 78 . 0 2 . 1 3 .8 79 . 0 2 . 0 3 . 8 80 . 0 2 . 0 3 . 8 81. 0 2 . 0 3 . 8 82 . 0 1 . 9 3 . 8 83 . 0 1. 9 3 . 7 ' 84 . 0 1 . 8 3 . 7 85. 0 1. 8 3 . 7 86 . 0 1. 7 3 . 7 87. 0 1 . 7 3 . 7 88 . 0 1 . 6 3 . 6 89 . 0 1 . 6 3 . 6 90 . 0 1. 6 3 . 6 91. 0 1. 5 3 . 6 92 . 0 1 . 5 3 . 6 ' 93 . 0 1 .4 3 .5 94 . 0 1 .4 3 . 5 95 . 0 1 . 3 3 . 5 96 . 0 1. 3 3 . 5 97. 0 1. 3 3 .4 98 . 0 1.2 3 .4 99 . 0 1 . 2 3 .4 100 . 0 1 . 1 3 .4 101 . 0 1 . 1 3 . 3 102 . 0 1 . 0 3 .3 103 .0 1 . 0 3 .3 104 . 0 1 . 0 3 .3 105 . 0 0 . 9 3 .2 106. 0 0 . 9 3 . 2 107. 0 0 . 8 3 .2 108 . 0 0 . 8 3 .2 109 . 0 0 . 7 3 .2 110 . 0 0 . 7 3 . 1 111.0 0 . 7 3 . 1 112 . 0 0 . 6 3 . 1 113 . 0 0 . 6 3 . 0 ' 114 . 0 0 . 5 3 . 0 115. 0 0 . 5 2 . 3 116 . 0 0 . 0 0 . 0 Q MAX. = 7 100 YEAR STORM 'HW MAX. = 2 .4 S MAX. = 10709 . 7 ___ -_____ __ � _= -M _= _____ - � -__ - --____ ______ - __ - - __ w . .. 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