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Site Plan - Conservation (5)
?O IN OF SOUTH WIND5QR "ITS- INLAND WETLANDS WATERCOURSES AND CONSERVATION AP ION JUN 2 1998 Application P Date Received 6-*`-/7-7F Zone INSouth Windsor LA ND WETLANDS AGENCY/ INSTRUCTIONS CONSERVATION COMMISSION I. One application with map arid plans submitted in duplicate, together with the fee set forth in the Inland. Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (see Regulations, Section VII - )Q 2. The South Windsor Inland Wetlands, Watercourses and Conservation Regulations should be reviewed with respect to the standards and criteria for application Evaluation. (see Regulations, Sections VII - X) 3. The applicant understands that this application is to be considered complete only when all information and documents required by the Agency have been submitted. The applicant shall also complete the state filing form. Applicant's Name: ROBERT LAVALLEE" -Address: 1 51 STRONG ROAD, SOUTH WINDSOR, CT_06074 Phone: (home)_L28�1 036 (work) �_8 1 036 __„�„T,(fax (8601 528 8567 B. Legal owners name:J y,AL.LEF. ROBERT A �J�(� Address:_ 151 STRONG ROAD, SOUTH WINDSOR, CT 06074 Phone (home) -528 1 036 (work) 528 1 036 (fax) (List additional owners, addresses, and phone numbers on back of application) C. If the applicant is not the owner of the -subject property, a letter by the owner (s) authorizing the 'proposed regulated -activity set 'forth in the application must accompany this forTn and will be part of the application. D. Project Name (if any) /.>/ � NONE 1 . Contact Person (if further information is needed). ROBERT LAVALLEE .(WORK)528 1036 (FAx) (860) 528 8567 E The geographical location of the property which is to be affected by the proposed regulated activities including a description of the land in sufficient detail to allow identification of the property on the Inland Wetland and Watercourses Map. Assessor's map *1 84 Parccl 3A ' F. Names of all abutting property owners. (use separate sheet-if necessary) A.G.Builders Inc. 1052 Main Street Newington CT 06111 G. Have you hotilied air abutting property op mers by certified :letter than an application is pending before the Agency? YES __ •• (You are required to supply a copy of the letter with the list 'of the names of the abutters).•• H. Purpose and description of all proposed regulated activity (s) including amount and types of fill and the time element involved. CONSTRUCT A BUILDING, A PORTION OF WHICH LIES WITHIN THE REGULATED AREA I. A class A•2 map of the property drawn to 1 " R 40', showing the'area to be developed, extent of the wetlands and watercourses affected, topography, existing and proposed activities and names and locations of adjacent property owners must be submitted. J. Acreage of wetlands and watercourses to be altered: 0.026 ACRES K. Acreage of wetlands and watercourses to be created: 0 L. Lineal feet of proposed stream alteration: 0 M. Total land area of project and percentage which is wetlands: 1 .20 ACRES TOTAL 44 PER CENT QP WHICH IS WETLAND TYPE SOIL N. Identify all other permits or-approvals that have been issued, applied for, or required with respect to the proposed activity set forth in this application. (These may include but not be limited to, local Planning & Zoning, Zoning Board of Appeals, D.E.P., F.E.M.A., D.O.T., The Army Corps of Engineers, and any other State, Local or Federal Permits.) ARCHITECTURAL AND DP..STrN RP.VTPw DEP INLAND WETLANDS & WATERCOURSES ACTIVITY REPORTING FORM LT 0. The applicant (or designated representative) hereby attests that a sign will be , posted at the following location (s) SITE - FACING STRONG ROAD & SITE - FACING IDENT ROAD by APPLICANT/OWNER Name ROBERT LAVALLEE on or before the following date: DUNE 7, '1998. Signature: These signs must be displayed continuously for at least ten (10) days prior to scheduled meeting (See Regulations, Section 7.3a). The undersigned hereby applies for the regulated activities listed in paragraph I-1 above, for a Inland Wetlands, Watercourses And Conservation permit for the property described herein and confirms that; 1. She/he is familiar with the currently effective Inland Wetlands, Watercourses and Conservation regulations of the Town of South Windsor. 2. She/lic understands that at any time during the review period, the Agency may require the applicant to provide more information about the wetlands and/or watercourses in question and/or any proposed activity. 3. All information submitted in the application for review shall be considered factual, or in the.case of anticipated activity, binding. A knowing-failure of thc�applicant or any of her/his agents to provide correct inforYnation, or performance exceeding the levels-of activity.anticipated, shall be sufficient grounds for revocation of any permit under these r cgulations. 4. Ay making this application, the applicant'gives permission to the Inland Wetlands, Watercourses and.Conservation Commission members and/or its representative to enter the portions of the premises which are subject of the application for the purpose of inspection and investigation and otherwise evaluating the merits of the application both before and after a final decision hats been issued. Signature of Owner of Property 9g Date— - Aiggnature of A plicant Date 6p a2— �' Statewide Inland Wetlands & Watercourses Activtty Reporting Form n accordance with tri* reavain ents of Soction 22a.3971at b-A Fteguiacons Of btAt* 04f4wa. Vua forr is to be comokned for uch action. Comp ated forms foe an reoortsae sc6m$ during a caknder nvrnh Syy be mina+ to the Canw iaakxw by the foul agency no tater than the 15th day of the month fpltowiM the month in w#ticfi tl+e aroo+ was taken. (See kutrvctlom on bactJ 1. TOWN: SOUTH WINDSOR 2. LOCATION:(originai Scale copy of the USGS QUAD Man with the site outlined or pinpointed) USGS QUAD MAP NUMBER: OR NAME: MANCHESTER 3. APPLICANTNIOLATOR OR PROJECT NAME: ROBERT LAVALLEE 4, ACTIVITY TYPE CODE: (see List of codes on back, mac. of 4 codes) (_ 1 , 2, 1 o J If type code Is 12 or 13, briefly describe the activity: - 5. ACTIVITY PURPOSE CODE: (enter only one code letter) . . . . . . . . . . ( D ) 6. AREA OF WETLANDS AND WATERCOURSES ALTERED (or`proposed to be altered, temporary or permanent, for ALL agency permits, denials and enforcement actions) A. Wittlel3d Area Altered: . . . . . . . . . . . . . . . . . . . . . . . . . . . (_Q.L2BkCAE5 ,) (drde one) S. Qeen Water Body Area Altered; , , , , , , , , , , , , , , , . , . . , (_ D ACHES OR SO. FT.) (ckcie one) C. 51re Itm Alteration: . . . . . . . : . . . . . . . . . . . . . ... . . . . . . . I 0. LINEAA FT.J 7. AREA OF WETLANDS OR WATERCOURSES CIWATED: . . . . . . . l_CL_ACAE$ OR $0. FT.) " (do not include wetlands 'converted to opan weterl, (ckcts 0") S. TOTAL AREA OF PROJECT SITE: . . . . . . . . . . . . . . . . . . . lQI1CRES) For Local Agency Use Only For State Use Only 9. REPORTING MONTH: 10.-PUBLIC HEARING HELD: Y N GIS CODE 11. ACTION: enter letter A. permit issued S. permit denied C. permit extended/amended D. map amendrnent E. enforcement action F. jurls diction#I-ruling 12. AGENT: DATE RECEIVED DEP/rev.1/95 TORRES ENGINEERING, INC. 2 1 $ South Windsor INLAND WETLAMDS AGf"CVj. CGINSERYATl0t4 COMMSSIM LOT 3A STRONG ROAD SOUTH WINDSOR,CONN DRAINAGE CALCULATIONS May 18, 1998 OE cONcp P Z i are NAL SNo\ 609 FARMINGTON AVE.,SUITE 103,HARTFORD,CT 06105 (203)232-9833 JOB # 98009 TE L AVALLE LOT 3A - Z - S DATE � 8 TORRES ENGINEERING,INC. X y o NG R D S. WI VDSOR CT SHEET NO. / 137 SEYMOUR AVENUE WEST HARTFORD,CT 06119 BY D "" (203)232-9833 CHECKED �•��� •DCTL- NTIOAJ 3,1S1/0 PCS► GN SUMMARY STORM �X r S"rING PROPosFO yErEr.rr�oN l C� s� (c 21 IL r- " .10 4' f - - - - S a _ 13, too i y 1O� i '[ONCE S r _ ' _Ty�2E yl/L�i 13E NO /NCn6ASE IN ' � �4k , IR_UNOFF 'FD/Z STOR MS' uP_ T.o 'THE R Io0 yE R-j_ STOM-,-- -t - t- ! ' 2 DISCUSSION OF SITE: The site consists consists of an existing building with bituminous paved parking area. The site has an impervious runoff area to the detention basin of approximately 0.40 acres. The proposed addition will increase the impervious runoff to the detention basin by approximately 0.20 acres. Currently,the site has an existing detention basin and outlet structure. The outlet structure consists of a CL-type catch basin, frame and grate with a rectangular opening in the vertical face of the structure. The existing drainage assumes the existing building and parking lot have not been built. The proposed drainage combines the currently existing development plus the proposed addition and assumes the adjoining lot 3B will be developed. 609 FARMINGTON AVE.,SUITE 103,HARTFORD,CT 06105 (203)232-9833 3 s 675 �. /, oo 300 C� 2 % 68.7 .8 69.0 ----- _J--- 'o S IT— LOT 3A -10 LOT —----------- -- -- L3 Q' - --- --- --- - 0 40ATE w -------- t it t 'EX /S i/N G AREA -- -- -- -- - --5c-ALE--!--= -/ 6-0 - - - - TIME OF CONCENTRATION (OVERLAND FLOW ONLY) 1000 900 35 800 TOO 600 LO, 500 — IL " " 400 5 300 CLAY BARE EARTH \ 200 � ' GRAVEL . \ 20 19 18 THIN GRASS 17 0. lE 100 = AVERAGE GRASS 1 / 5 . 90 -80 2 14 . 70 D E BR?SS 5 \ 13 Eo t1ND ' F LITT 12 10 by \ 50 20 it 40 \ , to 30 9 20 8 XCample "A" - .200', 2% Slope Average grass - Time 161 Mina "Br 00', 1% Slope Paved - Time 8 Min. 7 10 126 A - 12 6 :RAINFALL. INTENSITY CH " A. . l , IN INCHES PER HOUR � DURATION IN MINUTES _5 G 7 8 _9 10 II I2 I3 14 15 IG I7 I8 19 2 _ t1_/ 3.8 36 34 3.2 3./ 3.0 2.9 2.8 26 -- - - - - 20 21 22 23 24 25 2G 27 28 29 3031 32 • I 0 -- .--- ...-- _- __ _. 25 2.4 2.3 2.3 22 2.2 2./ 2./ 2.0 2.0 /.9 /.9 /.8 /.8 /.7 _ -- - - 6.25.65.45.35.04.74.54.44.34.1 � --- g43 - _ _ /.7 /.7 17 25 %/ "' -- - -- 4.03.93.83.73.53.4 3.33.33. 3.02.9 - -- -- �-6 6.4 6./ 5.7 5.6 5.4 52 5.0 4.9 4.T - 2.8 27 2.6 2.6 50 T. ' 7.47.06.76.56.1 6.05:85.65.4 5:25./ 50494.744.2 / 4040T 363. 3.534 3_33_23..6 4.5 4.4 4./ 4.0 3.9 T8 3. 56 3.6 • DURATION IN MINUTES , • - 33 34 35 36 37 38 39 40 41 42 43 .44_ 45 4_6 4__7 48 49 50 51 52 53 54 5 ' Z_ /.b l.6 16 15 /5 15 14 /.4 /.4 /,3 /.3 /.3 /.3 3 _ _5 56 57 58 59 60 (n - _ _• _- /•- /.2 /.2 /.2 /.2 42 /.2 /•2 /.2 /.2 /.2 __- 2.62.52.52.52!12.,� 2.32.32.32.22.22./ 2./ - `- -- - - ,25 3./ .3./ 3.03.02.92.92.82.82. 2.6 2.52.52.52.5 24 24 24 20 /.9 /.9 /.9 /.9 /.8 /.8 /.8 /_8 /.8 /.8 50 3.53.43.33.33.23.23./ 3./ J.03.02-92.92.82.8282. P72.72.6262 2 222 222/ 2/ 2/ . RAINFALL INTENSITY CHART' IN INCH 4 2.4 2.4 2.4 2.4 2, E�lf:1,�,1 i11l�N CNN. CS PER HOUR DURATION - IN MINUTES 5 _ 6 7 -8 9 10 11 12__13 14 15 IS 17 IS 19 20 21 22 23 _ _ 2 4.2 4.0 3.9 3.7 3.G 34 3.3 3.2 3./ 30 2.9 - - 24 25 26 27 _28 29 30 31 32 I0 - --- - -- -- 2.82.7262_52.4 2.4 2.4 2.32.3222.22.1 2./ - 6.66.4 6.25.95.7555.35.-/ 4.94.74.54.4 4_` - - �0 /-=9 /� /_8 25 - _ _ 3_•124./ 4.03.93.83.73-63.53.4 3.,j3 3./ 30 _ _ r 7. 7.4 7.2 6.9 6.G 6.•/ 62 60 5. 5.G 5.4 5.2 5. - - - -- -- - _ 29 2.9 50 8.8 - -- 4_64- 4.64. 4.4 4.34. 4./ 393.83. 3.63.61.3.4 _ 8.4 8./ 7.8 7.5 !. 7.0 6.I 5.6 54 5.3 5. 5D 4. 4�8 4.6 4.5 4.4 - 3= 3:f 3.,� 4.34.• 4./ 4.O.f.� 3.6 DURATION IN MINUTES 33 3.4 35 36 37 38 39 40 41 42 43 44 _ %' /.8 /8 /.8 - - 45 46 47 �8 49 50 51 52 53 54 55 56 57 5Q 59 60 /.7 /.7 / 6 /.6 /.5 t 1.51.51._ /4 /.4 /!f /.3 /. - -- __ - - - _ _ � /4 /4 3 /.3 /.3 /:3 /.3 /.3 1 10 2.82.82. 2.726 262.52.52.524 2.4 2 - - - _ _ 3 /.3 /.2 /.2 2.3 2.3 2.3 222. 21 2./ 2./ 2./ 20 2D 2.0 • -'S 3.3 32 32 3./ 3. - - -- -- -- -. - - - /.9 /.9 /.9 /.� /.8 O_ 3.02.92.9 .2.92_. 2.82.72.7272.62.62. 25 _ - v� ` 0 3.7 3.6 J* .G 3.5 -- ---- - --- 2.5 2. 24 2.4 2: 2!I 23 23 2..� ?_. 3.4 3.3 3• 3. 3./ 3./ 3./ 3.0 3.0 3.0 2.9 2.9 2.6 28 2. - - -- -- 2.72.72.6 2.62.G2.52.5 �4 2.4 M1111��������®��� 11111MIN111; ■■■_■._...___ MEN111110L ���. MINE In No IN IMMOMME wo OR IN MEN MC NOMINEE oil mmilm Nil �iHIM mmolmommime��� 11111�� ■ilk®�11�11■!� ��III�■®���®®No WINE 11111MIN111=011 IM JOB TE L/> VALLC LOT 3A DATE TORRES ENGINEERING, IN S T a O N G R D SHEET NO. 7 C. 137 SEYMOUR AVENUE s , I,V rry p S o lL WEST HARTFORD,CT 06119 BY .� (203)232-9833 C7• �� CHECKED ' STORM D/2/{iNAGE _- 'FX /$ T INc CONy►TIoNS _ T►ONAL METHOv— -- -------- Con►pirroN - - A-rJEA Acres C0EFrICIENT _��x � ._ A_.x_ FoT�1L. PAVEMENr o 1 S- ;o 9 _5 0 14 2. 1 _rzAsso , 3d - --- -- - - -r- - ----- -- - -- -- - . - _ , " M ' i STORM i R_YEA2 Q -y-C A M. - - -- -- YEA R ! i j (C�S� I I ---• - - -- - ! i_---F- - - —- - - -- - -- - - -- ' ' � � 2! _2_I I I IJIo I I --- -- --� - - —�- --�o --- --- _ —--� -- --I-- -- - --- -- - i- — I 1C7 34-1 - ---2 S - - I --- -- -- ! i I 411 ! i -3 , c} i �.}_ I'o O , 0 i I I ' S sr RO NC R O q O PAVED 0 o Aa � soz- GRASSED 16 PAVED Z. 4 _ o / GRASSED 3 0T e PAVED PROPOSED DRAINAGE AREA PLAN • AREA THAT DRAINS TO DETENTION BASIN SCALE: 1"=100' MAY 19, 1998 JOB # 98009 LAVALL E Lo-r 3A DATE.TE STRONG- ROAD SHEET NO. 9 TORRES ENGINEERING,INC. 137 SEYMOUR AVENUE S. WIMD.SOA C. T WEST HARTFORD,CT 06119 BY LAB (203)232-9833 CHECKED ToR M D2AIrVAGC:' Pl� aPosL© �onfo � rronrS i £AK T 0- ' . TIME i _ 1 LOT ; 3;A i I P-- i /AREA` cv'No � rianl 'coEF�'►GrENr` A 'xti Ax T-o�rp L_ - - - - -- -------- - - - -- _- - - _.. -- } CRE S 5 9 _ PA V E `� -� JOB # 96009 LAVALLE LOT 3A ' E DATE <o - ,Z_ Ct S T ' TORRES ENGINEERING,INC. ST/?0AI G R D S. W/A/DSOIZ SHEET NO. 0 137 SEYMOUR AVENUE WEST HARTFORD,CT 06119 BY (203)232-9833 CHECKED ___.__:.STORM 9RAIMAGE PROPOSED C.ON.DiT16AIS --- -- ---- To T L :_PA E_O _. /1 R E A or L O -r_ 3 A-- 2 7 4 -- --- TO T A L_ -_ A R r A OF; L o "r ---3 i I CoNuirlo "J A2EA AcreS� ;CDEFFIClE -T , - /-lx.L ✓fix [ _TOTAL ' N q PAV C6l ENT 3. ' i, l j i i �Of0 ---- ---- - 1 , HENcE� usC_ . (o7 F6R .fix ,i FO2 ;ADJOIN ING c 07 : 3 - - . Q i T-0 rA L r1 x.c: FOrC 2 L UT":5 — 7 Q 4- i ro 7 �r 3 7 i t : !,S-T q lh (G A2 Q YE I YEQ j ` 12. r o ,4 � -54 8.-4 JOB * 98009 TE LAVA L L C LOT 3 A DATE_ TORRES ENGINEERING, INC. S T R O N G R U S. W I n1DSo/Z SHEET NO. / 137 SEYMOUR AVENUE WEST HARTFORD,CT 06119 BY (203)232-9833 CHECKED--0 •��Ti DE7FNT10N 13AS(M .D£S16" PRo Po SED CoNotrt6N s GRATC - _ _- ---- t ----- - - - - -- -- - - - - -- - -- - I r ,2 � wE r R irL.ow; Q • 3,0 -_P_ al i } - C EV ; ZP 7 3 -o_ I I i ' - - -- -0.3 i - - -. -- - - --- -- - i 6 i ORI_Fie-E .FL UW __Q _ A w 5.-_3_ o,-o- - -. ._.__6 6.0 0.7 ---0.1.8_ ( 7.. 5- --2.2- - 1 , 4 _ 67 . 6-- - - 2..3- 7- . -2,4 5- --- - -- - - ----- JOB # 98009 TE LAVA LLG LDT 3A DATE o _ 7 -S8'-STRONG R $ WiNOSoR TORRES ENGINEERING, INC. SHEET NO. I Z- 137 SEYMOUR AVENUE WEST HARTFORD,CT 06119 BY .D (203) 232-9833 CHECKED --- ----- - _ .DE i ENTIUN 3AS►N �E.SI -tJ i ST' T C r-RAAll �RaTF -------------- PRnoosco combDlrtyn+j i i - -- -- -- T �EK l S t_ C -- -- - - L-- �' -- -- -- ----�--- -- -- I i ►N iNFACE i I IOPEH G l i � 1 --- i - - _ -- - --- --- ----- -- - - --- --- — - IDF 4 cordl re c SE�v 6 I ( I I I (J TL E T : i ► .RU L TU r R I Q OUT - EI.EV- --Q G ni E --QORIFK-E Qr.or.A S .3 - - O' B. - S 1-- - -- - - 2-= 2- ----- -- --- - -- �7 . Co d .ID9 . S 5- 7 - 13 PFLOOD ROUTING SUMMARY PRINTOUT LAVALLE-LOT-3A S-WINDSOR-CT HEADWATER VS DISCHARGE HW (FT) Q (CFS) 0 0 . 7 .8 2 1 .4 2 . 1 2 .2 2 . 2 3 . 7 2 . 3 5 . 7 2 .4 8 HEADWATER VS STORAGE HW (FT) S (CU FT) 0 -0 . 7 1050 2 6830 2 . 7 11000 TP = 10 RP = 1 T = 60 ROUTING CURVE Q S 2S/T 2S/T+Q 0 0 0 0 .8 1050 35 35 . 8 1.4 6830 227 . 7 229 . 1 2 .2 7425 . 7 247 . 5 249 . 7 3 . 7 8021 .4 267 .4 271 . 1 5 . 7 8617 . 0994 . 287 . 2 292 . 9 8 9212 . 901 307 . 1 315 . 1 INFLOW DATA 2 YEAR STORM T Q IN 0 0 10 4 .2 30 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 .4 0 . 0 2 . 0 0 . 8 0 . 0 3 . 0 1 . 3 0 . 1 4 . 0 1 . 7 0 . 1 5 . 0 2 . 1 0 . 2 6 . 0 2 . 5 0 . 3 7 . 0 2 . 9 0 .4 8 . 0 3 .4 0 . 5 9 . 0 3 . 8 0 . 7 10 . 0 4 . 2 0 . 8 11 . 0 4 . 0 0 . 8 12 . 0 3 . 8 0 . 8 13 . 0 3 . 6 0 . 9 14 . 0 3 .4 0 . 9 15 . 0 3 . 2 0 . 9 16 . 0 2 . 9 0 . 9 17 . 0 2 . 7 0 . 9 18 . 0 2 . 5 0 . 9 19 . 0 2 . 3 0 . 9 20 . 0 2 . 1 0 . 9 21-. 0 1 . 9 1 . 0 22 . 0 1 . 7 1 . 0 23 . 0 1 . 5 1 . 0 , 24 . 0 1 .3 1. 0 25 . 0 1 . 0 1 .0 26 . 0 0 . 8 1. 0 �4 27. 0 0 . 6 1. 0 28 . 0 0 .4 .1. 0 29 . 0 0 .2 1. 0 30 . 0 0 . 0 1 . 0 31 . 0 0 . 0 -0 . 9 32 . 0 0 . 0 0 . 9 33 . 0 0 : 0 0 . 9 34 . 0 0 . 0 0 .9 35 . 0 0 . 0 0 .9 36 . 0 0 . 0 0 . 9 37. 0 0 . 0 0 . 9 38 . 0 0 . 0 0 . 9 39 . 0 0 .0 0 . 9 40 . 0 0 . 0 0 . 9 41. 0 0 . 0 0 . 9 42 . 0 0 . 0 0 . 9 43 . 0 0 . 0 0 . 9 44 . 0 - 0 . 0 0 . 9 45 . 0 0 . 0 0 . 9 46 . 0 0 . 0 0 . 9 47. 0 0 . 0 0 . 9 48 . 0 0 . 0 0 . 8 49 . 0 0 . 0 0 . 8 50 . 0 0 . 0 0 . 8 51. 0 0 . 0 0 . 8 52 . 0 0 . 0 . 0 . 8 53 . 0 0 . 0 0 . 8 54 . 0 0 :0 0 . 8 55 . 0 0 . 0 0 . 8 56 . 0 0 . 0 0 . 8 57 . 0 0 . 0 0 . 8 58 . 0 0 . 0 0 . 8 59 . 0 0 . 0 0 . 8 60 . 0 0 . 0 0 . 7 61 . 0 0 . 0 0 . 7 62 . 0 0 . 0 0 . 7 63 . 0 0 . 0 0 . 6 64 . 0 0 . 0 0 . 6 65 . 0 0 . 0 0 . 6 66. 0 0 . 0 0 . 5 67 . 0 0 . 0 0 . 5 68 . 0 0 . 0 0 . 5 69. 0 0 . 0 0 . 5 70 . 0 0 . 0 0 . 5 - 71 . 0 0 . 0 0 .4 72 . 0 0 . 0 0 .4 73 . 0 0 . 0 0 .4 74 . 0 0 . 0 0 .4 75 . 0 0 . 0 0 .4 76 . 0 0 . 0 0 .3 77. 0 0 . 0 0 .3 78 . 0 0 ..0 0 .3 79 . 0 0 . 0 0 .3 80 . 0 0 . 0 0 .3 81 . 0 0 . 0 0 .3 82 . 0 0 . 0 0 . 3 83 . 0 0 . 0 0 .3 84 . 0 0 . 0 0 .2 85 . 0 0 . 0 0 .2 86 . 0 0 . 0 0 .2 87 . 0 0 .:0 0 .2 88 . 0 0 . 0 0 .2 89 . 0 0 . 0 0 .2 90 . 0 0 .`0 0 .2 91 . 0 0 . 0 0 .2 92 . 0 0 . 0 0 . 2 93 . 0 0 ..0 0 .2 94 . 0 0 . 0 0 .2 95 . 0 0 . 0 0 . 1 Q MAX. = 1 2 YEAR. STORM HW MAX. = 1 . 1 S MAX. = 2631 . 9 PFLOOD ROUTING SUMMARY PRINTOUT LAVALLEE-LOT-3A S-WINDSOR-CT HEADWATER VS DISCHARGE HW (FT) Q (CFS) 0 0 . 7 . 8 2 1 .4 2 . 1 2 .2 2 .2 3 . 7 2 . 3 5 . 7 2 .4 8 HEADWATER VS STORAGE HW (FT) S (CU FT) 0 0 . 7 1050 2 6830 2 . 7 11000 TP = 10 RP 1- T = 60 ROUTING CURVE Q S 2S/T 2S/T+Q 0 0 0 0 . 8 1050 35 35 . 8 1 .4 6830 227 . 7 229 . 1 2 .2 7425 . 7 247 . 5 249 . 7 3 . 7 8021 .4 267 .4 271 . 1 5 . 7 8617 . 099 287 .2 292 . 9 8 9212 . 901 ' 307 . 1 315 . 1 INFLOW DATA 5 YEAR STORM T Q IN 0 0 10 " 5 . 6 30 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 . 6 0 . 0 2 . 0 1 . 1 0 . 0 3 . 0 1 . 7 0 . 1 4 . 0 2 . 2 0 . 2 5 . 0 2 . 8 0 . 3 6 . 0 3 .4 0 .4 7 . 0 3 . 9 0. 6 8 . 0 4 . 5 0 . 7 9 . 0 5 . 0 0 . 8 10 . 0 5 . 6 0 . 8 11 . 0 5 . 3 0 . 9 12 . 0 5 . 0 0 . 9 13 . 0 4 . 8 0 . 9 14 . 0 4 . 5 0 . 9 15 . 0 4 . 2 1 . 0 16 . 0 3 . 9 1 . 0 17 . 0 3 . 6 1 . 0 18 . 0 3 .4 1 . 0 19 . 0 3 . 1 1 . 0 20 . 0 2 . 8 1 . 0 21. 0 2 . 5 1 . 1 22 . 0 2 . 2 . 1 . 1 23 . 0 2 . 0 1 . 1 1 .6 24 . 0 1 . 7 1 . 1 25 . 0 1 .4 1. 1 26 . 0 1. 1 1. 1 27 . 0 0 . 8 1. 1 28 . 0 0 . 6 1. 1 29 . 0 0 . 3 1. 1 30.. 0 0 . 0 1 . 1 31 . 0 0 . 0 1 .1 32 . 0 0 . 0 1. 1 33 . 0 0 . 0 1 . 0 34 . 0 0 . 0 1. 0 35 . 0 0 . 0 1. 0 36 . 0 0. 0 1. 0 37 . 0 0. 0 1. 0 38 . 0 0. 0 1. 0 39. 0 0 . 0 1 . 0 40 . 0 0 . 0 1. 0 41 . 0 0 . 0 1 . 0 42 . 0 0 . 0 1 . 0 43 . 0 0 . 0 1 . 0 44 . 0 0 . 0 1. 0 45 . 0 0 . 0 1 . 0 46 . 0 0 . 0 1 . 0 47 . 0 0 . 0 1 . 0 48 . 0 0 . 0 1 . 0 49 . 0 0 . 0 _ 0 . 9 50 . 0 0 . 0 0 . 9 51 . 0 0 . 0 0 . 9 52 . 0 0 . 0 0 . 9 53 . 0 0 . 0 0 . 9 54 . 0 0 . 0 0 . 9 55 . 0 0 . 0 0 . 9 56 . 0 0 . 0 0 . 9 57.. 0 0 . 0 0 . 9 58 . 0 0 . 0 0 . 9 59 . 0 0 . 0 0 . 9 60 . 0 0 . 0 0 . 9 61. 0 0 . 0 0 . 9 62 . 0 0 . 0 0 . 9 63 . 0 0 . 0 0 . 9 64 . 0 0 . 0 0 . 9 65 . 0 0 . 0 0 . 9 66 . 0 0 . 0 0 . 9 67 . 0 0 . 0 0 . 8 68 . 0 0 ..0 0 .8 69 . 0 0 . 0 0 . 8 70 . 0 0. 0 0 . 8 71. 0 0 . 0 0 . 8 72 . 0 0 . 0 0 . 8 73 . 0 0 . 0 0 . 8 74 . 0 0 . 0 0 . 8 75 . 0 0 . 0 0 . 8 76 . 0 0 . 0 0 . 8 77. 0 0 . 0 0 . 8 78 . 0 0 . 0 0 . 7 79 . 0 0 . 0 0 . 7 80 . 0 0 . 0 0 . 7 81 . 0 0 . 0 0 . 6 82 . 0 0 . 0 0 . 6 83 . 0 0 . 0 0 . 6 84.. 0 0 . 0 0 . 6 85 . 0 0 . 0 0 .5 86 . 0 0 . 0 0 . 5 87;. 0 0 . 0 0 . 5 88 . 0 0 . 0 0 . 5 89 . 0 0 . 0 0 .4 90 . 0 0 . 0 0 .4 91 . 0 0 . 0 0 .4 92 . 0 0 . 0 0 .4 93 . 0 0 . 0 0 .4 94 . 0 0 . 0 0 .4 95 . 0 0 . 0 0 .3 96 . 0 0 . 0 0 . 3 97 . 0 0 . 0 0 .3 98 . 0 0 . 0 0 . 3 99 . 0 0 . 0 0 .3 100 . 0 0 . 0 0 . 3 101 . 0 0 . 0 0 .3 102 . 0 0 . 0 0 . 2 103 . 0 0 . 0 0 .2 104 . 0 0 . 0 0 . 2 105 . 0 0 . 0 0 .2 106 . 0 0 . 0 0 . 2 107 . 0 0 . 0 0 .2 108 . 0 0 . 0 0 . 2 109 . 0 0 . 0 0 .2 110 . 0 0 .,0 0 . 2 111 . 0 0 . 0 - 0 . 2 112 . 0 0 . 0 0 . 2 113 . 0 0 .-0 0 . 1 Q MAX. = 1 . 1 5 YEAR STORM HW MAX. = 1.3 S MAX. = 3729 .4 PFLOOD ROUTING SUMMARY PRINTOUT LAVALLEE-LOT-3A S-WINDSOR-CT HEADWATER VS DISCHARGE HW (FT) Q (CFS) 0 0 . 7 . 8 2 1 .4 2 . 1 2 . 2 2 . 2 3 . 7 2 . 3 5 . 7 2 .4 8 HEADWATER VS STORAGE HW (FT) S (CU FT) 0 0 . 7 1050 2 6830 2 . 7 11000 TP = 10 RP = 1 T = 60 ROUTING CURVE Q S 2S/T 2S/T+Q 0 0 0 0 . 8 1050 35 35 . 8 1 .4 6830 227 . 7 229 . 1 2 .2 7425 . 7 247 . 5 249 . 7 3 . 7 8021 .4 267 .4 271 . 1 5 .7 8617 . 099 287 . 2 292 . 9 8 9212 . 901 ' 307 . 1 315 . 1 INFLOW DATA 10 YEAR STORM T. Q IN 0 0 10 6 .4 30 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 0 . 6 0 . 0 2 . 0 1 . 3 0 . 1 3 . 0 1. 9 0 . 1 4 . 0 2 . 6 0 . 2 5 . 0 3 .2 0 . 3 6 . 0 3 . 8 0 . 5 7 . 0 4 .5 0 . 6 8 . 0 5 . 1 0 . 8 9 . 0 5. 8 0 . 8 10 . 0 6 .4 0 . 9 11 . 0 6 . 1 0 . 9 12 . 0 5 . 8 0 . 9 13 . 0 5 .4 1 . 0 14 . 0 5 . 1 1 . 0 15 . 0 4 . 8 1 . 0 16 . 0 4 . 5 1. 0 17. 0 4 . 2 1 . 1 18 . 0 3 . 8 1 . 1 19 . 0 3 . 5 1. 1 20 . 0 3 .2 1 . 1 21 . 0 2 . 9 1 . 1 22 . 0 2 . 6 1 . 1 23 . 0 2 . 2 1 . 1 rg ,24 . 0 1 . 9 1 . 1 25 . 0 1 . 6. 1. 1 26 . 0 1.3 1. 1 27. 0 1 . 0 1.1 28 . 0 0 . 6 1.1 29 . 0 0.3 1. 1 30 . 0 0 . 0 1 . 1 31 . 0 0 . 0 1. 1 32 . 0 0 . 0 1. 1 33 . 0 0 . 0 1. 1 34 . 0 0 . 0 1. 1 35. 0 0 . 0 1.1 36 . 0 0 . 0 1 - 1 37 . 0 0 . 0 1 . 1 38 . 0 0 . 0 1. 1 39. 0 0 . 0 1 . 1 40 . 0 0 . 0 1.1 41. 0 0 . 0 1 .1 42 . 0 0 . 0 1 . 0 43 . 0 0 . 0 1 . 0 44 . 0 0 . 0 1 . 0 45. 0 0 . 0 1 . 0 46 . 0 0 . 0 1 . 0 47. 0 0 . 0 1. 0 48 . 0 0 . 0 1 . 0 49 . 0 0 . 0 1 . 0 50 . 0 0 . 0 1 . 0 51. 0 0 . 0 1 . 0 52 . 0 0 . 0 1 . 0 53 . 0 0 . 0 1. 0 54 . 0 0 . 0 1 . 0 55 . 0 0 . 0 1. 0 56 . 0 0 . 0 1 . 0 57. 0 0 . 0 1 . 0 58 . 0 0 . 0 1 . 0 59 . 0 0 . 0 0 . 9 60 . 0 0 . 0 0 . 9 61 . 0 0 . 0 0 . 9 62 . 0 A . 0 0 .9 63 . 0 0 . 0 0 . 9 64 . 0 0 . 0 0 . 9 65 . 0 0 . 0 0 . 9 66 . 0 0 . 0 0 . 9 67 . 0 0 . 0 0 . 9 68 . 0 0 . 0 0 . 9 69. 0 0 . 0 0 . 9 70 . 0 0 . 0 0 . 9 71 .0 0 . 0 0 . 9 72 . 0 0 . 0 0 . 9 73 . 0 0 . 0 0 . 9 74 . 0 0 . 0 0 . 9 75. 0 0 . 0 0 . 9 76 . 0 0 . 0 0 . 8 77.0 0 . 0 0 . 8 78 . 0 0 . 0 0 . 8 79 . 0 0 . 0 0 . 8 80 . 0 0 . 0 0 .8 81. 0 0 . 0 0 . 8 82 . 0 0 . 0 0 . 8 83 . 0 0 . 0 0 . 8 84 . 0 0 . 0 0 . 8 85 . 0 0 . 0 0 . 8 86 . 0 0 . 0 0 .8 87 . 0 0 . 0 0 . 8 88 . 0 0 . 0 0 . 7 89 . 0 0 . 0 0 . 7 90 . 0 0 . 0 0 . 7 91 . 0 0 . 0 0 . 6 92 . 0 0 . 0 0 . 6 93 . 0 0 . 0 0 . 6 94 . 0 0 . 0 0 . 5 95 . 0 0 . 0 0 . 5 96 . 0 0 . 0 0 . 5 97 . 0 0 . 0 0 . 5 98 . 0 0 . 0 0 . 5 99. 0 0 . 0 0 .4 100 . 0 0 . 0 0 .4 101. 0 0 . 0 0 .4 102 . 0 0 . 0 0 .4 103 . 0 0 . 0 0 .4 104 . 0 0 . 0 0 . 3 105 . 0 0 . 0 0 . 3 106 . 0 0 . 0 0 . 3 107. 0 0 . 0 0 .3 108 . 0 0 . 0 0 .3 109 . 0 0 . 0 0 .3 110 . 0 0 . 0 0 .3 111. 0 0 . 0 0 . 3 112 . 0 0 . 0 0 . 2 113 .0 0 . 0 0 .2 114 . 0 0 . 0 0 .2 115 . 0 0 . 0 0 .2 116 . 0 - 0 . 0 0 .2 117 . 0 0 . 0 0 .2 118 . 0 0 . 0 0 . 2 119 . 0 0 . 0 0 ..-2 120 . 0 0 . 0 0 .2 121 . 0 0 . 0 0 . 2 122 . 0 0 . 0 0 .2 Q MAX. = 1 . 1 10 YEAR. STORM HW MAX. = 1 .4 S MAX. = 4361 . 8 G PFLOOD ROUTING � 7 SUMMARY PRINTOUT LAVALLEE-LOT-3A S-WINDSOR-CT HEADWATER VS DISCHARGE HW (FT). Q (CFS) 0 0 .7 . 8 2 1.4 2 . 1 2 . 2 2 .2 3 . 7 2 .3 5 . 7 2 .4 8 HEADWATER VS STORAGE HW (FT) S (CU FT) 0 0 .7 1050 2 6830 2 . 7 11000 TP = 10 RP = 1 T = 60 ROUTING CURVE Q S 2S/T 2S/T+Q 0 0 0 0 . 8 1050 35 - 35 . 8 1 .4 6830 - 227 . 7 229 .1 2 .2 7425 . 7 247. 5 249 . 7 3 . 7 8021 .4 267 .4 271 . 1 5 . 7 8617 . 099 287 .2 292 . 9 8 9212 . 901' 307 . 1 315 . 1 INFLOW DATA 25 YEAR STORM T Q IN 0 0 10 7 .7 30 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 0 . 8 0 . 0 2 . 0 1 . 5 0 . 1 3 . 0 2 . 3 0 . 2 4 . 0 3 . 1 0 . 3 5 . 0 3 . 9 0 .4 6 . 0 4 . 6 0 . 6 7 . 0 5 .4 0 . 8 8 . 0 6 .2 0 . 8 9 . 0 6 . 9 0 . 9 10 . 0 7 . 7 0 . 9 11 . 0 7 . 3 0 . 9 12 . 0 6 . 9 1 . 0 13 . 0 6 . 5 1 . 0 14 . 0 6 . 2 1 . 1 15 . 0 5 . 8 1 . 1 16 . 0 5 .4 1 . 1 17. 0 5 . 0 1 . 1 18 . 0 4 . 6 1 .2 19 . 0 4 . 2 1 . 2 . 20 . 0 3 . 9 1 . 2 21 . 0 3 . 5 1 .2 22 . 0 3 . 1 1 .2 23 . 0 2 . 7 1 .2 , ' 20 24 . 0 2 .3 1 .2 25 . 0 1 .9 1.2 26 . 0 1. 5 1.3 27 . 0 1.2 1.3 28 . 0 0 .8 1.2 29 . 0 0.4 1.2 30 . 0 0 . 0 1 . 2 31 . 0 0 . 0 1.2 32 . 0 0 . 0 1.2 33 . 0 0 . 0 1 .2 34 . 0 0 . 0 1.2 35 . 0 0 . 0 1 .2 36 . 0 0 . 0 1 .2 37. 0 0 . 0 1.2 38 . 0 0 . 0 1.2 39 . 0 0 . 0 1 .2 40 . 0 0 . 0 1 .2 41 . 0 0 . 0 1 .2 42 . 0 0 . 0 1 . 1 43 . 0 0 . 0 1.1 44 . 0 0 . 0 1 . 1 45 . 0 0 . 0 1 . 1 46 . 0 0 . 0 1 . 1 47 . 0 0 . 0 1 . 1 48 . 0 0 . 0 1 . 1 49 . 0 0 . 0 1 . 1 50 . 0 0 . 0 1 . 1 51 . 0 0 . 0 1 . 1 52 . 0 0 . 0 1 . 1 53 . 0 0 . 0 1 . 1 54 . 0 0 . 0 1 . 1 55 . 0 0 . 0 1 . 1 56 . 0 0 . 0 1. 1 57. 0 0 . 0 1 . 0 58 . 0 0 . 0 1 . 0 59 . 0 0_. 0 1 . 0 60 . 0 0 . 0 1 . 0 61 . 0 0 . 0 1 . 0 62 . 0 0 . 0 1. 0 63 . 0 0 . 0 1 . 0 64 . 0 0 . 0 1. 0 65 . 0 0 . 0 1 . 0 66 . 0 0 . 0 1 . 0 67. 0 0 . 0 1 . 0 68 . 0 0. 0 1 . 0 69. 0 0 . 0 1 . 0 - 70 . 0 0 . 0 1. 0 71 . 0 0 . 0 1 . 0 72 . 0 0 . 0 1 . 0 73 . 0 0 . 0 0 .9 74 . 0 0 . 0 0 . 9 75 . 0 0 . 0 0 . 9 76 . 0 0 . 0 0 . 9 77 . 0 0 . 0 0 . 9 78 . 0 0 . 0 0 . 9 79 . 0 0 . 0 0 . 9 80 . 0 0 . 0 0 . 9 81 . 0 0 . 0 0 . 9 82 . 0 0 . 0 0 . 9 83 . 0 0 . 0 0 . 9 84 . 0 0 . 0 0 . 9 85 . 0 0 . 0 0 . 9 86 . 0 0 . 0 0 . 9 87. 0 0 . 0 0 . 9 88 . 0 0 . 0 0 . 9 89 . 0 0 . 0 0 . 9 90 . 0 0 . 0 0 . 9 91 . 0 0 .0 0 . 8 92 . 0 0 . 0 0 . 8 93 . 0 0 . 0 0 . 8 94 . 0 ` 0 . 0 0. 8 95 . 0 0 . 0 0 . 8 96 . 0 0 . 0 0 . 8 97 . 0 0 . 0 0 . 8 98 . 0 0 . 0 0 . 8 99 . 0 0 . 0 0 . 8 100 . 0 0 . 0 0 . 8 101 . 0 0 . 0 0 . 8 102 . 0 0 . 0 0 . 7 103 . 0 0 . 0 0 . 7 104 . 0 0 . 0 0 . 7 105 . 0 0 . 0 0 . 6 106 . 0 0 . 0 0 . 6 107 . 0 0 . 0 0 . 6 108 . 0 0 . 0 0 . 6 109 . 0 0 . 0 0 . 5 1-10 . 0 0 . 0 . 0 . 5 111 . 0 0 . 0 0 . 5 112 . 0 0 . 0 0 . 5 113 . 0 0 . 0 0 .4 114 . 0 0 . 0 0 .4 115 . 0 0 . 0 0 .,4 116 . 0 0 . 0 0 .4 117. 0 0 . 0 0 .4 118 . 0 0 . 0 0 .4 119 . 0 0 . 0 0 . 3 120 . 0 0 . 0 0 . 3 121 . 0 0 . 0 0 .=3 122 . 0 0 . 0 0 . 3 123 . 0 0 . 0 0 . 3 124 . 0 0 . 0 0 .3 125 . 0 0 . 0 0 . 3 126 . 0 0 . 0 0 . 2 127 . 0 0 . 0 0 .2 128 . 0 0 . 0 0 . 2 129 . 0 0 . 0 0 . 2 130 . 0 0 . 0 0 .2 131 . 0 0 . 0 0 .2 132 . 0 0 . 0 0 .2 133 . 0 0 . 0 0 .2 134 . 0 0 . 0 0 .2 135 . 0 0 . 0 0 . 2 136 . 0 0 . 0 0 . 2 137 . 0 0 . 0 0 . 1 Q MAX. = 1 . 3 25 YEAR STORM HW MAX. = 1 . 7 S MAX. = 5400 . 8 • 2r PFLOOD ROUTING SUMMARY PRINTOUT LAVALLEE-LOT-3A S-WINDSOR-CT HEADWATER VS DISCHARGE HW (FT) Q (CFS) 0 0 . 7 . 8 2 1 .4 2 .1 2 . 2 2 .2 3 . 7 2 .3 5 . 7 2 .4 8 HEADWATER VS STORAGE HW (FT) S (CU FT) 0 0 . 7 1050 2 6830 2 . 7 11000 TP = 10 RP = 1 T = 60 ROUTING CURVE . Q S 2S/T 2S/T+Q 0 0 0 0 . 8 1050 35 35 .8 1 .4 6830 227 . 7 229 . 1 2 . 2 7425 . 7 247 . 5 249 . 7 3 . 7 8021.4 267 .4 271 . 1 5 . 7 8617. 099 287 . 2 292 . 9 8 9212 . 901' 307 . 1 315 . 1 INFLOW DATA 50 YEAR STORM T Q IN 0 0 10 8 .399999 30 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 0 . 8 0 . 0 2 . 0 1 . 7 0 -1 3 . 0 2 . 5 0 . 2 4 . 0 3 .4 0 .3 5 . 0 4 .2 0 .4 6 . 0 5 . 0 0 . 6 7 . 0 5 . 9 0 . 8 8 . 0 6 . 7 0 . 8 9 . 0 7 . 6 0 . 9 10 . 0 8 .4 0 . 9 11. 0 8 . 0 1 . 0 12 . 0 7 . 6 1 . 0 13 . 0 7 . 1 1 . 1 14 . 0 6 . 7 1 . 1 15 . 0 6 . 3 1 . 1 16 . 0 5 . 9 1. 2 17 . 0 5 . 5 1 .2 18 . 0 5 . 0 1 .2 19 . 0 4 . 6 1 .2 20 . 0 4 . 2 1 . 2 21 . 0 3 . 8 1 . 3 22 . 0 3 .4 1 .3 23 . 0 2 . 9 1 . 3 24 . 0 2 . 5 1 .3 25 . 0 2 .1 1. 3 26. 0 1 . 7 1 .3 27. 0 1 .3 1 .3 28 . 0 0 . 8 1 .3 29. 0 0 .4 1 .3 30 . 0 0 . 0 1 . 3 31 . 0 0. 0 1. 3 32 . 0 0 . 0 1 .3 33 . 0 0 . 0 1 .3 34 . 0 0 . 0 1 .3 35 . 0 0 . 0 1 .3 36 . 0 0 .0 1 . 2 37 . 0 0. 0 1.2 38 . 0 0 . 0 1 .2 39 . 0 0 . 0 1 .2. 40 . 0 0 . 0 1 .2 41. 0 0 . 0 1.2 42 . 0 0 . 0 1 .2 43 . 0 0 . 0 1.2 44 . 0 0 . 0 1 .2 45 . 0 0 . 0 1 . 2 46 . 0 0. 0 1 .2 47. 0 0 . 0 1.2 48 . 0 0 . 0. 1 .2 49 . 0 0 . 0 1 .2 50 . 0 0 . 0 1 . 1 51. 0 0 . 0 1 . 1 52 . 0 0 . 0 1 . 1 53 . 0 0 . 0 1. 1 54 . 0 0 . 0 1 . 1 55 . 0 0 . 0 1 . 1 56 . 0 0 . 0 1 . 1 57. 0 0 . 0 1 . 1 58 . 0 0 . 0 1. 1 59 . 0 0 . 0 1 . 1 60 . 0 0 . 0 1 . 1 61 . 0 0 . 0 1 . 1 62 . 0 0 . 0 1. 1 63 . 0 0 . 0 1. 1 64 . 0 0 . 0 1 . 0 65. 0 0 . 0 1. 0 66 . 0 0 . 0 1 . 0 67 . 0 0 . 0 1 . 0 68 . 0 0 . 0 1 . 0 69. 0 0 . 0 1 . 0 70 . 0 0 . 0 1. 0 71 . 0 0 . 0 1. 0 72 . 0 0 . 0 1 . 0 73 .0 0 . 0 1 . 0 74 . 0 0 . 0 1 . 0 75. 0 0 . 0 - 1 . 0 76 . 0 0 . 0 1 . 0 77. 0 0 . 0 1 . 0 78 . 0 0 . 0 1 . 0 79 . 0 0 . 0 1. 0 80 . 0 0 . 0 1. 0 81. 0 0 . 0 0 . 9 82 . 0 0 . 0 0 . 9 83 . 0 0 . 0 0 . 9 84 . 0 0 . 0 0 . 9 85 . 0 - 0 . 0 0 . 9 86 . 0 0 . 0 0 . 9 87. 0 0. 0 0 . 9 88 . 0 0 . 0 0 . 9 - 89 . 0 0 . 0 0 . 9 90 . 0 0 . 0 0 . 9 91 . 0 0 . 0 0 . 9 92 . 0 0 . 0 0 . 9 93 . 0 0 . 0 0 . 9 94 . 0 0 . 0 0 . 9 95 . 0 0 . 0 0 . 9 96. 0 0 . 0 0 . 9 97. 0 0 . 0 0 . 9 98 . 0 0 . 0 0 . 8 99 . 0 0 . 0 0 . 8 100 . 0 0 . 0 0 . 8 101. 0 0 . 0 0 . 8 102 . 0 0 . 0 0 . 8 103 . 0 0 . 0 0 . 6 104 . 0 0 . 0 0 . 8 105. 0 0 . 0 0 . 8 106 . 0 0 . 0 0 . 8 107 . 0 0 . 0 0 . 8 108 . 0 0 . 0 0 . 8 109 . 0 0 . 0 0 . 8 110 . 0 0 . 0 0 . 7 111 . 0 0 . 0 0 . 7 112 . 0 0 . 0 0 . 7 113 . 0 0 . 0 0 . 6 114 . 0 0 . 0 0 . 6 115 . 0 0 . 0 0 . 6 116. 0 0 . 0 0 . 5 117. 0 0 . 0 0 . 5 118 . 0 0. 0 0 . 5 119 . 0 0 . 0 0 . 5 120. 0 0 . 0 0 . 5 121 . 0 0_.. 0 0 .4 122 . 0 0 . 0 0 .4 123 . 0 0 . 0 0 .4 124 . 0 0 . 0 0 .4 125 . 0 0 . 0 0 .4 126 . 0 0 . 0 0 . 3- 127. 0 0 . 0 0 . 3 128 . 0 0 . 0 0 .3 129 . 0 0 . 0 0 . 3 130 . 0 0 . 0 0 . 3 131 . 0 0 . 0 0 . 3 132 . 0 0 . 0 0 .3 133 . 0 0 . 0 0 . 3 134 . 0 0 . 0 0 .2 135 . 0 0 . 0 0 . 2 136 . 0 0 . 0 0 .2 137 . 0 0 . 0 0 . 2 138 . 0 0 . 0 0 . 2 139 . 0 0 . 0 0 . 2 140 . 0 0 . 0 0 .2 141 . 0 0 . 0 0 . 2. 142 . 0 0 . 0 0 .2 143 . 0 0 . 0 0 .2 Q MAX. = 1 .3 50 . YEAR STORM HW MAX. = 1 . 8 S MAX.- 5963 . 1 . Z3 PFLOOD ROUTING SUMMARY PRINTOUT LAVALLEE-LOT-3A S-WINDSOR-CT HEADWATER .VS DISCHARGE HW (FT) Q (CFS) 0 0 .7 .8 2 1 .4 2 . 1 2 .2 2 .2 3 . 7 2 .3 5 . 7 2 .4 8 HEADWATER VS STORAGE HW (FT) S (CU FT) 0 0 .7 1050 2 6830 2 . 7 11000 TP = 10 RP = 1 T = 60 ROUTING CURVE Q S 2S/T 2S/T+Q 0 0 '0 0 . 8 1050 35 - 35 . 8 1 .4 6830 227 . 7 229 .1 2 . 2 7425 . 7 247. 5 249 . 7 3 . 7 8021 .4 267 .4 271 . 1 5 . 7 8617. 099 287 .2 292 . 9 8 9212 . 901, 307 . 1 315 . 1 INFLOW DATA 100 YEAR STORM T Q IN 0 0 10 9 . 2 30 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 0 . 9 0 . 0 2 . 0 1 . 8 0 . 1 3 . 0 2 . 8 0 . 2 4 . 0 3 . 7 0 .3 5 . 0 4-. 6 0 . 5 6 . 0 5 . 5 0 . 7 7 . 0 6 .4 0 . 8 8 . 0 7 .4 0 . 9 9 . 0 -8 . 3 0 . 9 10 . 0 9 . 2 0 . 9 11 . 0 8 . 7 1 . 0 12 . 0 8 . 3 1 . 0 13 . 0 7 . 8 1 . 1 14 . 0 7 .4 1 . 1 15 . 0 6 . 9 1 . 2 16 . 0 6 . 4 1 .2 17 . 0 6 . 0 1 . 2 18 . 0 5 . 5 1 . 3 19 . 0 5 . 1 1 .3 20 . 0 4 . 6 1 . 3 21. 0 4 . 1 1 .3 22 . 0 3 . 7 1 . 3 23 . 0 3 .2 1 .4 24 . 0 2 . 8 1.4 25. 0 2 .3 1 .4 26 -0 1. 8 1.4 27. 0 1 .4 1 .4 28 . 0 0 . 9 1.4 29 . 0 0 . 5 1.4 30 . 0 0 . 0 1.4 31 . 0 0 . 0 1.4 32 . 0 0 . 0 1 .3 33 . 0 0 . 0 1 .3 34 . 0 0 . 0 1.3 35 . 0 0 . 0 1 . 3 36 . 0 0 . 0 1 .3 37 . 0 0 . 0 1 . 3 38 . 0 0 . 0 1.3 39 . 0 0 . 0 1 .3 40 . 0 0 . 0 1 .3 41 . 0 0 . 0 1 . 3 42 . 0 0 . 0 1 . 3 43 . 0 0 . 0 1 .3 44 . 0 0 . 0 1. 3 45 . 0 0 . 0 1 .2 46 . 0 0 . 0 1.2 47. 0 0 . 0 1 . 2 48 . 0. 0 . 0 1 . 2 49 . 0 0 . 0 1 .2 50 . 0 0 . 0 1 .2 51 . 0 0 . 0 1 .2 52 . 0 0 . 0 1.2 53 . 0 0 . 0 1 . 2 54 . 0 0 . 0 1 . 2 55 . 0 0 . 0 1 .2 56 . 0 0 . 0 1. 2 57 . 0 0 . 0 1 .2 58 . 0 0 . 0 1. 1 59 . 0 0 . 0 1 . 1 60 . 0 0 . 0 1 . 1 61 . 0 0 . 0 1 . 1 62 . 0 0 . 0 1. 1 63 . 0 0 . 0 1 . 1 64 . 0 0 . 0 1 . 1 65 . 0 0 . 0 1 . 1 66 . 0 0 . 0 1. 1 67. 0 0 . 0 1. 1 68 . 0 0 . 0 1. 1 69 . 0 0 . 0 1 . 1 70 . 0 0 . 0 1 . 1 71. 0 0 . 0 1. 1 72 . 0 0 . 0 1 . 1 73 . 0 0 . 0 1. 0 74 . 0 0 . 0 1 . 0 75 . 0 0 . 0 1 . 0 76 . 0 0 . 0 1. 0 77. 0 0 . 0 1 . 0 78 . 0 0 . 0 1 . 0 79 . 0 0 . 0 1 . 0 80 . 0 0 . 0 1 . 0 81 . 0 0 . 0 1 . 0 82 . 0 0 . 0 1 . 0 83 . 0 0 . 0 1 . 0 84 . 0 0 . 0 1 . 0 85 . 0 0 . 0 1. 0 86 .0 0 . 0 1 . 0 87 . 0 0 . 0 1 . 0 88 . 0 0 . 0 - 1 . 0 89 . 0 0 . 0 0 . 9 90 . 0 0 . 0 0 . 9 91. 0 0 . 0 0 . 9 . 92 . 0 0 . 0 0 . 9 93 . 0 0 . 0 0 . 9 94 . 0 0 . 0 0 . 9 95 . 0 0 . 0 0 . 9 96 . 0 0 . 0 0 . 9 97 . 0 0 . 0 0 . 9 98 . 0 0 . 0 0 . 9 99 . 0 0 . 0 0 . 9 100. 0 0 . 0 0 . 9 101 . 0 0 . 0 0 . 9 102 . 0 0 . 0 0 . 9 103 . 0 0 . 0 0 . 9 104 . 0 0 . 0 0 . 9 105 . 0 0 . 0 0 . 9 106 . 0 0 . 0 0 . 8 107 . 0 0 . 0 0 . 8 108 . 0 0 . 0 0 . 8 109. 0 0 . 0 0 . 8 110 . 0 0 . 0 0 . 8 111 . 0 0 . 0 0 . 8 112-. 0 0 . 0 0 . 8 113 . 0 0 . 0 0 . 8 114 . 0 0 . 0 0 . 8 115. 0 0 . 0 0 . 8 116 . 0 0 . 0 0 . 8 117 . 0 0 . 0 0 . 8 118 . 0 0 . 0 0 . 7 119 . 0 0 . 0 0 . 7 120 . 0 0 . 0 0 . 7 121. 0 0 . 0 0 . 6 122 . 0 0 . 0 0 . 6 123 . 0 0 . 0 0 . 6 124 . 0 0 . 0 0 . 5 125 . 0 0 . 0 0 . 5 126 . 0. 0 . 0 0 . 5 127 . 0 0 . 0 0 . 5 128 . 0 0 . 0 0 . 5 129 . 0 0 . 0 0 .4 130 . 0 0 . 0 0 .4 131 . 0 0 . 0 0 .4 132 . 0 0 . 0 0 .4 133 . 0 0 . 0 0 .4 134 . 0 0 . 0 0 . 3 135 . 0 0 . 0 0 . 3 136 . 0 0 . 0 0 .3 137. 0 0 . 0 0 . 3 138 . 0 0 . 0 0 . 3 139 . 0 0 . 0 0 .3 140 . 0 0 . 0 - 0 . 3 141 . 0 0 . 0. 0 . 3 142. 0 0 . 0 0 .2 143 . 0 0 . 0 0 . 2 144 . 0 0 . 0 0 . 2 145 . 0 0 . 0 0 .2 146 .0 0 . 0 0 . 2 147. 0 0 . 0 0 .2 148 . 0 0 . 0 0 . 2 149 . 0 0 . 0 0 . 2 150 . 0 0 . 0 0 .2 151 . 0 0 . 0 0 .2 152 . 0 0 . 0 0 .2 Q MAX. = 1 .4 100 YEAR STORM HW MAX. = 1 . 9 S MAX. = 6607 Received .Jun-17-98 11 : 14am from 8606478397 4 TOWN SOUTH WINDSOR page 2 06/17/1998. 11:10 8606478397 REMA ECOLOGICAL SERV PAGE 02 REM ECOLOGICAL SERYt= LLC REPORT DATE: Judd Ifflb 19 Foster Street PAGE 1 of 3 Manchester,CT 06040 PHONE: (860)649-REMA FAx: (960)647-8397 ON-SITE SOIL INVESTIGATION REPORT PROJECT NAND& SITE LOCATION: RES Job No.: WA02WO Loto 3A&313 Field Investigation Date(s): June 162- 1 Strang andldent Roads Field Investigation Method(s): South�mndsnr.CT ® Spade and Auger ❑Backhoe Test Pits ❑ Other: REPORT PREPARED FQR: Field Conditions: Layallee Overhead Door Weather: variably c� ioudy,warm,humid i51 Strong Road Soil Moisture: moderate to high Smith Wihdroar,CT 06074 Snow Depth: n1a Frost Depth: n1a Purpose of Investigation: ® Wetland Delineation/Flagging in Field ❑ Wetland Mapping on Sketch Plan or Topographic Plan ❑ High Intensity Soil Mapping by Soil Scientist Medium Intensity Soil Mapping from 3CS Soil Survey Maps ❑ Other: Base Map Source: Hartford County Soil !Sun=(1,96Z),Town Aegm o Mae Wetland Boundary Marker Series:13E�5-..1.tr KU2-19 General Site Description/Comments: The soils asa la .ad wf.h tba sl e,are identified utid ,lassffl .d as both dlo urbed and undfst id and 14q . Thfy are de_rl ,-J from glarfofluviat bands overlyin m t g glarinfarrine flne �n�,.0llta andn �laoa, nd$y� #llwdpasl.g_ The ij dl turbid sells rt.wa fdmzi ae as thr." lan� I—Ju - dinigot ( in) a 'Afl salt 6erfes. The disturbed aniirwem ident ed as the !Watiand-tor" Aquiants (del and .h . "upland r" (Jdarthents (11d) sells amuns and manta na units._ _The site's nrimaty =111 yvrtland area fr. a drainaga ditnh dnmiaa awl (u shrub and h.rba ww .-Ira,.h;-m, It Omura along the she's Wdaurn baundatu and during_storm eymto It rLrripS water nL nrtherU to a cutvert undrx 5trong Rnad. Another em-sitr"=I ilg�d"area Is a small detention basin that arcurs to the west of the_site's eicisting - ....U- The j�nttom of thfs basin has bean oxrava ,Pa tn m4thlb a few innhes abave seasonal groundwater table. As a result an aquiG moisture =1ma has e��nd tha list srb r1 a fls here ain,d. However, this area is malntsln d as lawn am Ares not ran,ain any wetland 121ants (hvdm»hyjda). it should be noted that the nrararA undlatudwd wRtland [a a forests sw,}gme ae�proximate w�6 fret to the Wast of the Olt& Received Jun-17-98 11 : 14am from 8606478397 4 TOWN SOUTH WINDSOR page 3 06/17/199$ 11:10 8606478397 REPMA ECOLOGICAL SERV PAGE 03 PAGE 2 OF 3 DATE: 17/9 ON-SITE SOIL.INVESTIGATION REPORT (CONTINUED) PROJECT NAME& SITE LOCAnoN: Lrnta 5a and 517 Stroi,�g and Ident Rpa&Igj I;otjth WindyQr CT Sou.MAP UNrTS Wetland Soib Aquente (Aq). This soil map unit consists of poorly drained and very poorly drained, disturbed land areas. They are most often found on landscapes that have been subject to prior filling and/or excavation activities. in general, this soil map unit occurs where two or more feet of the original soil surface has bean filled over, graded or excavated. The Aquerrts are characterized by a seasonal to prolonged high ground water table and either support or are capable of supporting wetland vegetation. Aquants are recently formed soils that have an aquic moisture regime. An aquic moisture regime is associated with a reducing soil environment that Is virtually free of dissolved o)Wgen because the soil is saturated by groundwater or by water of the capillary fringe. The key feature is the presence of a ground water table at or very near to the soil surface for a period*of fourteen days or longer during the growing season. Upland Soils Udorthents (Ud). This soil mapping unit consists of well dralned to moderately well drained soils that have been altered by cutting,filling,or grading. The areas either have had two feat or more of the upper part of the original soil removed or have more than two feet of fill material on top of the original soil. Udortherwo or Made Land soils can be found on any soil parent material but are typically fluvial on glacial till plains and outwash plains and stream terraces. Agawam sandy loam (Af). This series consists of deep, well drained soils formed in a coarso-loamy mantle underlain by sandy water deposited glacial outwash materials. They are level to very steep soils on outwash plains and high stream terraces.The soils formed in loamy over stratified sandy and gravelly glacial outwaoh derived mainly from crystalline rocks. Typically these soils have a dark grayish brown fine sandy loam surface layer 11 inches thick. The subsoil from 11 to 26 inches is dark yellowish brown and light olive brown fine sandy loam.The substratum from 26 to 55 inches Is olive and olive brown loamy fine sand.below 55 inches It is stratified fine sand to gravelly loamy sand. Ninigret fine sandy loam (Nn). This series consists of very deep moderately well drained soils formed In a coarso- loamy mantle underlain by sandy water deposited glacial outwash materials. They are nearly level to gently sloping soils on glaclofluviai landforms,typically in slight depressions and broad drainage ways. The soils formed in loamy over stratified sandy and gravelly outwash derived from a variety of acid rocks. Typically, these soils have a vary dark grayish brown fine sandy loam surface layer 6 inches thick. The subsoil from 6 to 26 Inches is yellowish brown fine sandy loam with mottles below 16 inches. The substratum from 26 to 650 Inches is mottled, pale brown, loose, stratified loamy sand. X0je*\00MV846SWWsWkVM dW Received .Jun-17-98 11 : 14am from 8606478397 4 TOWN SOUTH WINDSOR page 2 06/17/1998. 11:10 8606478397 REMA ECOLOGICAL SERV PAGE 02 MMM REMA ECOLOGICAL SERVICES, LW REPORT DATE: .hind 1Z 1.9-98 19 Foster Street PAGE 1 oI. 3 Manchester,CT 06040 PnONE: (860)649-REMA FAx: (860)647-8397 ON-SITE SOIL INVESTIGATION REPORT PROJECT NAME& SITE LOCATION: RES Job No.: 98405WN3 Iota_ A&35 Field Investigation Date(s): June,1632-1998 Strona and (dent Roads Field Investigation Method(s): 5auth3mmelsor,CT ®Spade and Auger ❑ Backhoe Test Pits ❑ Other: REPoRT PREPARED FOR: Field Conditions: Lavallee Overhead Door Weather. variably clopdU,worm, humid 1515tmna Road Soil Moisture: moderate 1-n high South Windenr,CT 06074 Snow Depth:_n/a Frost Depth: n/a Purpose of Investigation: ® Wetland Delineation/Flagging in Field ❑ Wetland Mapping on Sketch Plan or Topographic Plan ❑ High Intensity Soil Mapping by Soil Scientist ® Medium Intensity Soil Mapping from SCS Soil Survey Maps ❑ Other: Base Map Source: Hartford County SpII !S ff n 4,(1962), Town ArseBaor'6 M:ae Wetland Boundary Marker Series: 5-1 to KE5-19 General Site Description/Comments: The mils aoonniat-d with:t a site arr. id,n .ifi a and r1jagalfied afs both dis urbsd and ndiat 1d djypm, Thay are derived from $IAriofl,vial tianda overlying gla solar.us trine f1ne. aando,,silts andrlAvs and from Randy ill zl=sito, The i.indiaturbed antis were. identified as the"upland-�� Ninia CN13 nd Agawam s The disturbed aoi(s were identified as the "wetland- pet" Aauerrts (�el,_ "upla d- ype" soils 4mups and mapping unita.. The AMA12►MAry=ulated wetland area is b;shrub an h,\&W. !t orr., =6it62 wtaterm boundat and daring storm evamto it carries wnt&r riortherly to a c ulyrrt undar Strona Road. Another nm-alt a'=i ila d"area is a small latent nn basin that occurs to ihaiNRst of the site's existing .tt , The j�mtom of thla basin has hon excaviffrAd ta mAthin a few inchee a�ove easoorial.groundwatar table. As a result an alaulc moisture haadwlapad and th,disturlmd anfle he A pno yr d-aimed. HowwAr this area ss maintained As lawn and does not Contain any wdtland plants (hvdrol2 js). it shell be notad that the. Hdarert UMdI6tj1tkd wetland 10 a forested awamTTn Mlrmately 66 fret to the.w.st of th.sits. Received Jun-17-98 11 :14am from 8606478397 4 TOWN SOUTH WINDSOR page 3 06/17/1998 11:10 8606478397 REMA ECOLOGICAL SERV PAGE 03 PAGE 2 OF 3 DATE: 6/1 ON-SITE SOIL INVESTIGATION REPORT(CONTINUED) PROJECT NAME& SITE LOCATION: Lato 3a and Strpng and ldnntRead with WindoQr,jam_ Sou.MAP UNM Wetland Soil Aquents (Aq). .This soil map unit consists of poorly drained and very poorly drained, disturbed land areas. They are most often found on landscapes that have been subject to prior filling and/or excavation activities. in general, this soil map unit occurs where two or more feet of the original soil surface has been filled over, graded or excavated. The Aquento are characterized by a seasonal to prolonged high ground water table and either support or are capable of supporting wetland vegetatlon. Aquents are recently formed soils that have an aquic moisture regime. An squic moisture regime Is associated with a reducing soil environment that is virtually free of dissolved oxygen because the soil Is saturated by groundwater or by water of the capillary fringe. The key feature is the presence of a ground water- table at or very near to the soil surface for a period'of fourteen days or longer during the growing season. Upland soils Udorthente (Ud). This soil mapping unit consists of wall drained to moderately well drained soils that have been altered by cutting,filling,or grading. The areas either have had two fact or more of the upper part of the original soil removed or have more than two feet of fill material on top of the original soil. Vdarthetme or Made Land soft*can be found on any soil parent material but are typically fluvial on glacial till plains and outwash plains and stream terraces. Agawam sandy loam (Af). This series consists of deep, well drained soils formed in a coarse-loamy mantle underlain by sandy water deposited glacial outwach materials. They are level to very steep soils on outwa*h plains and high stream terraces.The lolls formed in loamy over stratified sandy and gravely glacial outwash derived mainly from crystalline rocks..Typically these soils have a dark grayish brown fine sandy loam surface layer 11 inches thick. The subsoil from 11 to 26 inches is dark yellowish brown and light olive brown fine sandy loam.The substratum from 26 to 55 inches is olive and olive brown loamy fine sand.Below 55 inches it to stratified fine sand to gravelly loamy sand. Ninigret fine sandy loam (Nn). This series consists of vary deep moderately well drained soils formed in a coarse- loamy mantle underlain by sandy water deposited glacial outwash materials. They are nearly level to genty sloping soils on glaclofluviai lan&brms,typically in slight depressions and broad drainage ways. The soils formed in loamy over stratified sandy and gravely outwash derived from a variety of acid rocks. Typically, these soils have a very dark grayish brown fine sandy loam surface layer 6 Inches thick. The subsoil from 6 to 26 Inches is yellowish brown fine sandy loam with mottles below 16 inches. The substratum from 26 to 60 Inches to mottled, pale brown, loose, stratified loamy sand. projocaioaml9sabsvurif35eat�pOnaoc V July 16, 1998 Certified Mail Robert Lavallee 151 Strong Road South Windsor, CT 06074 Dear Mr. Lavallee: Re: Appl #98-34P, Addition on Property Located at 151 Strong Road At the July 15, 1998 regular meeting, the Inland Wetlands Agency/Conservation Commission approved appl #98-34P, Robert Lavallee - IWA/CC permit for the construction of an addition within the regulated area and associated improvements on property located at 151 Strong Road, I zone (Assessor's map #84, parcel 3A) as shown on plans prepared by Torres Engineering, Inc. and dated June 2, 1998. This approval is subject to the following conditions: 1. One blueprint copy of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission. This must be completed within 65 days of approval prior to any construction activity on the site. Plans submitted to Planning & Zoning Commission shall be considered having met this requirement. 2. The application shall indemnify and hold harmless the Town of South Windsor against any liability, which might result from the proposed operation or use. 3. The permit is valid for five years and shall expire on July 15, 2003. It is the landowners)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. 4. All approvals required must be obtained and submitted prior to any activity on the site. 5. A contact person shall be identified on the plans. 6. We recommend a bond in the amount of $1,000 be submitted to the Planning 8v Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. Very truly yours, INLAND WETLANDS AGENCY/ CONSERVATION COMMISSION Elizabeth A. Warren, Chairman EAW/pmm Cc: Chief Building Official Planning & Zoning Commission Town Engineer Torres Engineering I W I I�D S O � �• :.-I,Mn"iN. :— — '"' � �r� , ., �,\� 1 � 1• . . a - � o •p� _ \` - - � CoAr NEC7"CUT dd �, of ��;� �• •��. i Z' t 0 �i?s� a 0 -4 Z od 0 o c l:l y Q o m 0 �ti r' oyyy; k; -A �j o co m '' ro � 1 0• y �� ••�, o q2 13 a 0 J 61 m < m l ��' i• moo' aa�'� m m w T r`�` r'1 �'t ��• t\���tv r to A� � -` �y\� %yq,4 `l � �� n a�D �'� ��<�t � !'�-`. • I(! , r �C /� moo k i !•> •L •' \q ��-�� s A Z � \ : 1 `f� ll ,l��. -\^S �r�A�� 11. • •. we --- y �,?t-. :�• po .�• O•� j�' •��j ) \�\_ -+" ... c�� SIP J N`v� I • ;l Imo:/ �J, • �"p o / t " `N rj I I ( o r1 ^C• ''� �.►• .�• i i O� .�,�'I�� I A. i �V' � 1N/q�'�\ttG�' f�.a..�. '�) ����. / C+ 0 0 4/f• \ R /% �o ,ell :� • .r�� ," i :I mil' •/r .\ ;�' ,� \•\. .i •-• :,:r.'• T ` t/� ! t.� ; �, -�,� j�.i_\Q. er n' V� / �'•'�I 0 /�'=(r� � � I j, ��K fe of . ��' ♦ , �' - f %,=0. :.f � Z /� J •! ,,: cf