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Site Plan - Conservation (440)
1 A 1 TOWN OF SOUTH WIMDSOR INLAND WZTLAND, WATERCOURSES AND CONSERVATION APPLICATION APPLICATION 1. - % 1Q DATZ RECEIVZD 16i-/_S -/7 d INSTRUCTIONS 1. The application, map and plans must be submitted in triplicate. together with the fee s4 forth in the Inland Wetlands, Watercourses and Conservation Regulations, Town of South Windsor. (See Regulations, Section VI). Z. 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 VIII - X). S• The applicant understands that this application is to be considered complete informrtion and documents required bV the S" I oa1T when s Section VII). Also complete state filingAil have been submitted. ( Regulations fora. A. APPLICANT'S MANN Dorothy Lamberg ADDRESS c/o Press Services 255 Nutmeg Road South Windsor, Connecticut PHONE: (a=) 528-7523 (WORM) 289-0276 8. LEGAL OWNER'S NAMES Gary Lamberg, Dorothy Lamberg 90 Gorski Drive, South Windsor, Connecticut PHONZs (gM=),.528-7523 (V=) 289-0276 (List additional owners. addresses9 and phoee numbers an back of application). C. IF THZ APPLICANT IS NOT THZ OWNER OF TIM SU'JECT PROPERTY, A LETTER DY THZ PROPERTY ACCOlJP OWNERANYS) AUTHORIZING TNZ PROPOSED RXWLATED ACTIVITY SET FORTH IN THZ APPLICATION !LUST THIS FORM ANMVZ13Z PAR? OF THEAPPLICATION. D. PROJECT NA=# (it any) Z I. Contact Pereos (if further inforaatian is needed). Borghesi Bldg. &_ Engr. Co. , Inc. , 2155 East Main Street, Torrington CT. 06790 Attention: unristopher Eseppi Z. THE GEOGRAPHICAL LOCATION OF THZ PROPERTY WE= IS TO u AFFZCTED DY To PROPOSED REGULATED ACTIVITIES INCLUDIMG A DZSCRIP?ION OF THZ LAND IN SUFFICIEM? DZ IDENTIFICATION OF. THE PROPERTY ON THZ INLAND WETLA= AND WAT OURI -DZTAIL TO ALLOW See Key Map - Cover Sheet PA= J. F. HAMM Of ALL AAQTTING PROp'.3TY OVNnSt (Css 323AZAT3 I7 N=uUAYI See Attached C. BAV3 Y= NOTMW ALL AAU??I2V 8S MTi 0VnU SY C2t2I?IZD LET'r23 TEAT All OPUCATIC:y pgml= SSlORS TB= AGZVCYT. **(You are required to supply a copy of the latter with the list o!� the eases tale abnttsrs).** V. P LMS AND OSSC=ZMCX Of ALL MpaSSo UWUTZD ACT292T!(S) === AMM A M Of ?ILL ADD T!i TDOZ SLAT ZMLVm: N/A See report by Michael Gragnolati, Certified Professional Soil k Scientist I. A CUSS A-z xP of TU MPIRTr MUM To ;0-4010 1 0 X11 rat Aar► To U Of TU VZTLAMS AND VATU==Sn AffSCTZD, TOVOMLAn, ZZZ3?=g AM !!0lOim yCSZTZ=Z3i NANZS AND LOCATIONS of ADJACINT P&QMTY MW MST SS SQM?=, J. ACWWX Of VVILANDS AND VATZRCoMU To IS ALMSD: 0 Z. ACWW2 Of VSTLANDS AND VATZ&c=Uli To SS C330=: 0 M L. LM L MT Of P=OZOSSD STLUx ALTSZ=ON 0 M. TOTAL LAND ARU Of MJZCT AMD PZRCZNTAGS V=CX IS V S= Total Area 2 acres, Percentage of Wetlands = 0% - See report by is ael Gragno ati, Certified ro essional 6011 bC1f--11L-L61- N. IDSNTISY ALL OTMM PZUaTS OIL APYWALS TW BAYS SSSN ISSUSD, A!lLISD I t, Ot Z nq= WITS RUPM? To TU MPOSU ACTIVITY SST roue IN TSIS APPUCAUGN. (These My inaludt but not be limited to, loaal !laming i taaiaS, losing Soasd o! Appeals, 0.S.l.. T.=.N. D.O.T. , The Away Corps al Sagiaeere, and may other Seats, Loeal or federal resaits.) N/A 0. TU APPLIt'M (a MUZO396M ) IN= A2TXST2 TU2 A Slot VILL IS POSH TU rQLjOWM LOCaUMI1 255 Nutmeg Road South 6ourn Windsor, • by NAB ON of DZINS M roLLg4= DAT13 slcxnTots: TSSSS SIGNS MST IS DISILAYSD CONTIXMSLY !01 AT LUST FM DAYS pps To � HUTM- Cass Ugalatioas, Station S.U). PAGX 2 TEX GNDUSIGNED MUY APPLIES FOR TIZ RZWUTED ACTIVITIES LISTED IN ND PASAG A INLAND WETLA . WATERCOURSES AND CONSUVATION PERMIT In Tat MppTY WS $ llI[ g�CONFIRMS TEATt 1. U IS PAMM L YtlM Tat CMUMNTLY EfPt+CTItR INLAND VITLAMD, WATERCOURs� AND CONSERVATI �caLn:zoa� of !�! TM.of soon W=DSot. 2. U/Sat UNOSRi2AM TW AT ANY TIMi DM Ma Tas RRYM PIRIOD Tas AGENCY MAY APPLICANT TO P26MIR Mons INy0gtT2oN AS= TU WETLANDS AND/ot WATERCOURSES I QVEST 0 AND/Ot ANY MPOSSD'ACTMTY. 9. ALL INVOYMATION SUBMTTZD IN TU APPLICATION yot RZVIZY SML 3Z CONSID M CASE Of AMTICIPATZD ACTIVITY. BINDING. A XNOWZNG FAILM Of M APPnICANT OIAM. AMYo01 NIS/ea AGIMTs TO PROMOS CORRECT nOw"Moy. Ot P=RPOU& M X EtCaDI ACTMTY ANTICIPATED, SaALL 3S SU!lICIEN? GROG POt REVOCATION Of Air Ta LSVM Of RMULATIONS UliT MMU Ta +. 3Y MARIMQ IRIS APPLICATION, TNI APPLICANT GIVES p=RSSION To TU INLAND VULAND WATELCOMSfi AND CONSERVATION c0 WS3ION tOOG� Alas/Ot ITS RZPRZSENTATM TO ENtE! PMTIOU Of TIM PREMISES WNICa AnS�� UT Of TU APPLICATION PO! TU PMMU of TU INSPSMON AND INVESTIGATION AND OTSERY=Ss EVALVAT206 M MIT$ Of Tat APjCATM SM 3EfOE AND A FINAL DECISION SAS 32= ISO=. Sisaatns of Applic Data 710- _ d Received and filed at the office of the Plaaal" Dapasts t this day"of l9 Sisaature ASea Date___/_� PEE RXCslVlD YES_ NO_ A!lOOMT DATE RECZIVED by N U&M DATE SEALING ADV. 1 PURT GRANTED DATZ PERMIT DENIED DATE PANG! 3 STATEWIDE INLASW WETLAND Q WATERCOUAS4 At..+ FORM _ , XL-PORTING(See instructions on back) In accordance with the requirements of Section 22a-39-14 of the Connecticut State Agencies, this form is to be c Regulations .Completed forms for all reportable actions during galcal adsr each action. mailed to the COMissioner o month shall be the month follow by the local agency no later than the 15th day of !!s!!!!!*�asls month. the action was sa�ttaken. s I. TOWN: �Joulk Wi Wdsor- 2. A. LOCATION: (Attach an 8} by 11 inch photocopy the appropriate USGS Quad: 1 Mai with the projecttsthe originit l scale c B. USGS QUAD MAP NAME OR UNIT zj A i4 c k f�e✓ 3. APPLICANT'S OR VIOLATOR'S NAME:DprA y Lam 6erG ` 4. PROJECT NAMa (If any) : 5. ACTIVITY TYpg CODE (see list of codes in instructions) : If Type Code is 13 "other," describe the type of activity:• • : . . . . . . [ 1" 6. ACTIVITy PURPOSE CODE (See list of codes in instructions) : . . . . . . . . . . . [ j„� 7. ACREAGE OF WgTLANDg AND WATERCOURSES ALZ'13Rap (or proposed to be altered, ( for alb agency actions= permits, denials and enforcement) A. Soil tYpe(s) (If Available) . . . . . . . . . . . . ... . . . . . . . . . . . . . . ( _ACR E.S B. Only if soil type is not available specify area altered as follows: swamp. . . . . . . . . ... [ [---- -ACRES l Marsh. . . . . . . . . . . (— ._ACRES Boq. . . . . . . . . . . . . CRES ------- j Open water. . . . ... [__ACRES � . ACREAGE OF wETLANDS OR w ATSRCOURSES CREATED: . . . . . . . . . . . . . . . . [_ACRES 9. LINEAR FEET OF STREAM ALTgRATION: . . . . . . . . . . . . . . . . . . . . . . . . . . . [ FEET 10. TOTAL ACREAGE OF PROJECT SITE: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . [ ACRES llssslslssssssss"*sss!!!�!!s!!s,►ss�� s For Local Wet *+d AQencv Use Only ! For State Use Only t 1. REPORTING 1lf = 12. PUBLIC NEARING HELD: ygg No � GIS CODE: 13. ACTION: (Circle only one action) ' A.. permit issued B. ! Permit denied C. Permit extension/amendment D. map amendment Z. enforcement ! ! F. jurisdictional ruling ! ! U. AGENT: ! DATZ RZaIVED s oz* 3 w e g�3 ? 01 ._.., O W m S H, ,> �. . •,�:,: 4 �5�``. _ A NN.. IJ�U 50R `? v w, UT 1 R14'h'R__— 1 . `8`� Q ' ` �;^'t 5... � :• J � 3.o-l� �,9e � � �I> ��r.,4� )) s �i /.r•.�BL di�^'yr��, ..j �. � (/1 Y < P7 �2 N �• , rnl�; . . \V �t/'"... .. �. � �...d�. �� "J\�9 �1 �d T� I t .^"�© !�./�a�y' ��°"��� v5;,_.\@ i ���j� � P� �llt :E'J� °�m l) ?� 1 �, ;% �..,� /[� : b/, �'1 t • '� '� o S�1��a /q,,, /u Y'° (k !8 i�� 1 I - O :.a �r if • :i : . ', _.�.'4 -. � :. � .t'l 41'-... ./ .� ,' '.' � -i°`aYR�� •� .� fie. 1 t<�,�;:. 1 �A. m 1 ru ��� �(f I� � (i((...• �����t .y r .. J �-i.��� �t "� ° �l 1�'� � �Y- LJ �, S i X.f! ��i,', LLI 1 I � � -L '.,. .,. a( r� IIU./�, 1 ../ /��'. •::=") a ''\ /, ..�• .. � *��'S�URBJ�� �,,1 :�� � ,'4� � o�pay •�.� 1;: lQ\ `!u�4— — / . �„ U .�rr.� w� •�/ a— _.®—="'� �,' '� :_ J�-'� .o ,�off.' `�J -. ali.. '�,;�� ,V..\• A / [ 'S�'.. >e ik �,. t7 - a •.: �, ���� .. $ t; i �.. 'E. � t .\ � ' .y.:'``"q u••, i�,.� %•r.`�—�� ..`�. _..:1 i v.�.�\ .. J��e' / �U�:" �' t •eo .f�:-�.4 :�� �..:\o I ..��riy'� � _ I,� '�,'�S< ))° .�,., �hi�r �• S`(� \ \�•I I�t /. ��.07 l f \... �N t�111.7 �c• �� It:�. 1 .. is 7 ..� � �_ J� ? )(�1 y ' �11$ � � /. •a 1 J _ 1 ._.��:L. r t ( 7+a. .;� „', t.x :.' x: R'Gj SI; � \ `tea '. '�i 1 �.W ° � �r ti ��J•�!:` l"�_ .. Ct1s' _ v3-%��"� �' Yaiy► � •` � ��,\� ;� •\�•U 1 t � C�� -\, Y;�� �� ������llint.�l,/jJ f ::3 �� ! 1.:;.v`s ..(� /� '< 1 ���� .a.. ).N BY DATE PROJECT PAGE OF CKD BY 0 r PRESS SERVICES DRAINAGE CALCULATIONS O le a poi`_. PNo _ _ TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1 . 11 Project : PRESS SREVICES User: RMC Date: 10-05-90 -ounty : HARTFORD State: CT Checked: Date: Obtitle: PRESENT CONDITION Data: Drainage Area 2 Acres Runoff Curve Number 73 Time of Concentration: 0 . 05 * Hours Rainfall Type III Pond and Swamp Area NONE ------------------------------------------------------------------------- ------------------------------------------------------------------------- Storm Number ; 1 ! 2 1 3 1 4 1 5 1 6 1 7 1 ---------------------- ; ------ ; ------ ; ------ 1 ------ 1 ------ 1 ------ 1 ------ 1 Frequencv (yrs) 1 2 1 5 1 10 1 25 1 50 1 100 1 1 24-Hr Rainfall (in) 1 2 . 6 1 3 .2 1 4. 1 1 4 .7 1 5. 5 1 6 . 2 1 6 .9 1 Ia/P Ratio 1 0 . 28 1 0 .23 1 0 . 18 0 . 16 1 0 .13 1 0.12 1 0 .11 ; 1 ! 1 I 4 1 1 1 1 t Runoff (in) ; 0.62 1 0 .98 1 1.60 1 2.05 1 2 .68 1 3. 26 1 3 . 85 1 1 Unit Peak Discharge 11 .081 11 .094 11.107 11.113 11 . 119 11.123 11 . 126 1 1 (cfs/acre/in) 1 1 1 1 1 1 1 ! 1 1 1 ! 1 ! ! 1 1 1 Pond and Swamp Factor ! 1.00 1 1.00 1 1 .00 1 1 . 00 1 1 .00 1 1 .00 1 1 .00 1 1 0 . 0% Ponds Used 1 ---------------------- 1 ------ 1 ------ 1 ------ 1 ------ 1 ------ 1 ------ 1 ------ 1 Peak Discharge (cfs) 1 1 ! 2 1 4 ! 5 1 6 1 7 1 9 ! * - Value (s) provided from TR-55 system routines TR-55 GRAPHICAL DISCHARGE METHOD VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-05-90 `''ounty : HARTFORD State : CT Checked: Date: Wbtitle: PROPOSED CONDITIONS Data: Drainage Area 2 Acres Runoff Curve Number 78 Time of Concentration: 0 .05 Y Hours Rainfall Type III Pond and Swamp Area NONE ------------------------------------------------------------------------- ------------------------------------------------------------------------- Storm Number 1 i 2 1 3 ; 4 i 5 i 6 ; 7 i ---------------------- ; ------ i ------ i ------ i ------ i ------ i ------ i ------ i Frequency (yrs) ; 1 i 2 ; 5 i 10 i 25 ; 50 ; 100 i i 24-Hr Rainfall (in) i 2 .6 i 3 .2 i 4 . 1 ; 4.7 i 5. 5 ; 6 .2 i 6 .9 i Ia/P Ratio i 0 .22 1 0.18 1 0 .14 1 0. 12 1 0 . 10 1 0 .09 1 0 .08 i i i i Q 1 i i 11 Used 0 .22 i 0 .18 ; 0 .14 i 0 .12 ; 0 . 10 ; 0.10 i 0 .10 i Runoff (in) 0 . 85 i 1 .27 ; 1 .97 i 2 . 46 i 3 . 14 i 3 .76 4 .38 i i i i i E i Unit Peak Discharge 11 . 098 111.109 111 .119 11 .123 111 . 128 11 .128 11 . 128 (cfs/acre/in) i Pond and Swamp Factor ; 1 . 00 i 1 . 00 i 1 .00 i 1.00 ; 1.00 ; 1.00 i 1 .00 i 0 .0% Ponds Used i i i It i i i i ---------------------- i ------ i ------ i ------ i ------ i ------ 1 i Peak Discharge (cfs) 2 i 3 i 4 i 6 i 7 8 i 10 i ------------------------------------------------------------------------- ------------------------------------------------------------------------- * - Value (s) provided from TR-55 system routines TR-55 STORAGE VOLUME FOR DETENTION BASINS VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-05-90 `"ounty : HARTFORD State: CT Checked: Date: Obtitle: GRAPHICAL PEAK DETENTION CALCULATIONS Drainage Area: 2 Acres Rainfall Frequency: 25 years Rainfall-Type: III Runoff : 3 .1 inches Peak Inflow: 7 . 5 cfs Peak Outflow: 6 cfs Detention Basin Storage Volume: 0 . 55 inches or 0 .1 acre feet . aC�2 4CAX.. �e�r zr l• " TR-55 STORAGE VOLUME FOR DETENTION BASINS VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-05-90 O�ounty : HARTFORD State: CT Checked: Date: btitle: GRAPHICAL PEAK DETENTION CALCULATIONS Drainage Area: 2 Acres Rainfall Frequency: 50 years Rainfall-Type: III Runoff : 3 . 8 inches Peak Inflow: 8 .75 cfs Peak Outflow: 7 cfs Detention Basin Storage Volume: 0 . 66 inches or 0 .1 acre feet .I I acne Feed A l,:� TR-55 STORAGE VOLUME FOR DETENTION BASINS VERSION 1. 11 Project : PRESS SERVICES User: RMC Date: 10-05-90 "ounty : HARTFORD State: CT Checked: Date: Obtitle: GRAPHICAL PEAK DETENTION CALCULATIONS Drainage Area: 2 Acres Rainfall Frequency: 100 years Rainfall-Type : III Runoff: 4 . 4 inches Peak Inflow: 11. 25 cfs Peak Outflow: 9 cfs Detention Basin Storage Volume: 0 .77 inches or 0 .1 acre feet 13 Acna Fezr 3 = S��n.Z 'FT• l BY DATE PROJECT PAGE OF "Z CKD BY C o v e1t,A G�. � � • � t�R.'GSG-aT IMp6n.V�vaS Sv�FAtG (`ttva- e to� Ata.GS r-opo S Eli I^'1 PS-Qt ovs Sort f�P-C-I—s /fin G _ . 8 a 4c.nz5 {N CA-e11 Se- 2 2 S AcnzS on- 28'lo M Qe�,d toa5 S,3n�Ac— Cc�.r¢r a4 e_ 1�nuQoS �MQL�JtOJS 5��r/sc� �,.�e�.ac = 44 '7o sa 75 15 QC — k_75- �4 1 20 `\.; ` J J 74 qp) �7Q7 e5 i - -` •f.' 16 12 ^l.:P- 'f•T� .1 �7V•-� ~C�r oba , ,e Jli�` 71 7 C 3 Z. �_ ._1y7 •a e CC 7 u i3o - T . 7.2 iSQ 's� ''`73,,� ` ez ` iu„__ n 27ao- az 83 so ,•�iA99- 7 - 73 1. 720 � a/F 1 / 7 e 9 45 a•, 77 //� '�'• 73.7/ Co8 74 1 1 / ` fi9 -76= /f//•mil — -ls? Ey I1- _ \ a•tae . ' r- - JF--- 7s � \ ' `.f1 76 3 I 7t 140 6 137 U to l '2 1 /• /; � 1 / 1 I . 6^S \\� cAN<g 31` 14x IS6 , 76 71 JC ! 1 s; 1:o .A s ce /( 1 S 57.1 r 41 S5 •7/s / �a Mom` �• / s + / 143 741.1 4 `tr"tl• a 1r i .?iz . \ 144��.2 1 t+e 7 .•v• [:N4 >w•�.• — ua ramie103 IF t4s �� 'rss 7b�sk,cc/c. FF 77�'� S i e s �y 1 748 QS - Oelc vs r147 I 1 �� 7Fa_75- .• r zee .12 f2 766 8e \ i / - ' -M.+M'•, 7 b' ``/� 4 181 132 6 4 221a j i r4 L4••• n.5- \ 1 ! 22 - 3 a a �1 - _ 222 1 / / ( 1 - 1�� 1 / K / 1 1 r 12s r 7 ' s a i s / z ]S 69 . r .4 r - 1 165 oi.� 1 (1ae t t2e8 [\ 2 ��/ -e7' ! t ds•wl•..11 - �"^ ^��. rYe1�: . - / f 7y - b 'it i ; - •Yr,A„y1r r FF79 � f - � ) If j ` co 64 5=8 1G `` FL. i / r •n a6/.r2s / v0 t r na \ _ 7 /sr 1 / Te/$N C 7�6 270.4 4J .6 r/7 182 / 1 14 . us -- ! /` _ �i s ts'pye e:03 / /. � ��i' ,•1, 1111111111111111111111,11 29 \ / /1 i 4>�b R•7e.eZ - 141 Ir 213/ 74 SNr'V.QL'{j•4 •\fit st v 1 �.- ,7 T I �rE.lg, -a..` r - •JA r.e $JI I1r •F/e 1.�._ IJ /- •VSl�cP:yza r p '! r5:a•:v •r- .7�z�d .1ss 7:0 i� i i p /fj ►j�r1Ta�73.1 �? o- �•s..,6�• ••0i6a N•xY.or_ •--'•T�-•- - -• �, /i ----•-�—. / / / - W �, ~ ) -- --._� .. � T7¢` ° te1 �� t'6 d N lu // 7 n• _/ d HN . � L,p tc�'70 -•�'`. � ice'•'. - �//(-r:F^ r , !_ T., :,,, •� �-..,, ••,., /,•. m \ - , a- a s /{y o N 00/ SHEET NO. * rl \ c 1� \\ 1 �� N �\ � 1•' � 1 p i 1 y;kt y 1 L 1 I v M1 1 1 I 1 h\ ikk m I 1 11 N 1 I I \I 1 \I �g III 1 1 1 N. l l i �\ III 1 / �s-74 ----- --- ---. 1 Ad \ ' t \\ \ 6L, A \ \ \ PROJECT �^ REVISIONS PeEss .)SER'"CeS , -bcT,,.Dsa�slrpPaAa1 ■ DRAWN BY APPROVED BY tkic; DAT � es E SCA�e Building & Engineering 1011r.�90 .N,Ts ! EAST MAIN STREET,ToRRjNGTON.CT.06790 :.;203-462-7613 , BY DATE ++ PROJECT PAGE OF ?.c. 1013 iQ0 �p2s5 S SGR.jLLV� I i CKD BY T D A.- Z Ce��S = • 16 ac--. � (�ofs a . �° b i i r RsQE.t�zw� . O�•�� �P���-� �- , tr zoor- +ac �ra� 5�{�--� Q •�17 .0$-Am.0-S C Y m J O 1 P,gvA o f-, - oc� ac S i � ,8 r s� = b S•"b - .)(, g 4 nS 4 D9 a . 01�t_ tnLpe v.u�S AAA& � > G93 Acne- . 2$`�0 t.3cR.uvt c BY DATE1 PROJECT PAGE OF CKD BY i s7STT ? P2n�sEn j . .4 7Z I OA —I i Dti -Z . 1Co 11 ,CxL 04--Z- 11 I4 Z9 I I ��-4 Z.� ►c�,�7 I ��-4 , -z8 I�, �� _091-Le ,Ca3 4 I ��e ��-� , ig'' iy 33 2,0 Dr.-°� C►� =.==3� 2 0 170 30L� _ .� �... 0 3/cj� Na wa-Roa.,,O t3ti¢4 o=- Ct LL t N 4 O t i ws•Sq.v c� 'f! t K l;t {S : i�i t i - f ems_.-....�.-.. �._.--`-_._+.�__�..��-__.�.-...._._�._.�_.__.,.._._..-��-,_w....��.--•_-_-.-...-,.�..-........__..._..-._...�-.-.�.._.�._.__`-�...._. I' i iti UL-; T Z-5 F R I r =_• E C0riP Cap ENVIRONMENTAL COMPLIANCE SERVICES, INC. company Name: i es tr j Y1 ee r� k./ Attention: 6,rjtr , From: + No. Page: a (ing-luding this page) Re: P`P S J4 A'Art 'l T�� So to 4 q4ji Yt[�Se Y Job No. Date: comments: :..1I �_ 4 t'lld ►z meat-1 a r Should transmission be interrupted or documents appear illegible, please phone our office. originals of the transmitted item(s) have/have not been mailed. 588 Silver Street•Agawam,MA 01001.413-789-3530.203-291-9229•FAX 413 789 2776 0C—r - _ - 190 FF: I 7 : 2-S EN '•:' I RC1NMENTAL GC1MP - R - }=yam 282 Old County Road Windsor Locks, Ct . 06096 (203) 623-7 815 October 4 , 1990 Borghesl Bulldirg and Engineering, Co. , Inc 2155 East Main Street Torrington, Ct. 06790 RE: Press Services, Inc Nutmeg Road South South Windsor, Ct . Dear Sirs: On September 23, 1990, I examined the above referenced site for the presence of inland wetlands as defined by the Inland Wetlands and Watercourses Act of 1972. This examination consisted of digging holes with a spade and auger In the location of the proposed addition. Sails on site were classified as the moderately well drained Ninigret fine sandy loams. No wetland soils were found. If you should have any questions on the .Information presented in this letter, please call me at your convenience. Sincerely, Michael F. aragnolati Certified Soil Scientist BY JDATE PROJECT PAGE OF Q�- �aJ�i°`o �Q.CSS SE2vtG� D BY STa21� tvlArJA,�,Gt-�.E�J�' SYSTEM : • • - PREOEV�LO�t�nCr.1T pa-Z PA-3 as-S DA-(v �a-9 TR-55 TABULAR DISCHARGE METHOD VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: ubtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Dtal watershed area: 0 . 003 sq mi Rainfall type . III Frequency � years -------------------------- Subareas -------------------------- DA-1 DA-2 DA-3 DA-4 DA-5 Area (sq mi) 0 .00* 0 . 00* 0. 00* 0 .00* 0 . 00* Rainfall (in) 3. 2 3 .2 3 . 2 3 .2 3 .2 Curve number 70* 96* 61* 62* 98* Runoff (in) 0. 83 2 .75 0 . 44 0 . 48 2 .97 Tc (hrs) 0 .18* 0 . 04* 0 . 24* 0 .12* 0 .05* (Used) 0 .20 0 . 10 0 . 20 0 .10 0 .10 TimeToOutlet 0 .05* 0 .03* 0 . 02* 0 . 03* 0 .03* (Used) 0 .00 0 .00 0.10 0 . 00 0 . 00 Ia/P 0 .27 0 .03 0 . 40 0 . 38 0 . 01 (Used) 0 . 27 0.10 0 . 40 0 . 38 0 .10 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 11 .0 0 OP OP OP OP 0 11 . 3 0 0 0 0 0 0 11 . 6 0 0 0 0 0 0 11 .9 0 0 0 0 0 0 12 .0 0 0 0 0 0 0 12 .1 1P . 0 0 0 0 1P 2 . 2 1 0 0 0 0 1 2.3 1 0 0 0 0 1 2 .4 1 0 0 0 0 1 s2 . 5 0 0 0 0 0 0 12 .6 0 0 0 0 0 0 12.7 0 0 0 0 0 0 12. 8 0 0 0 0 0 0 13.0 0 0 0 0 0 0 13 .2 0 0 0 0 0 0 13 . 4 0 0 0 0 0 0 13 .6 0 0 0 0 0 0 13 . 8 0 0 0 0 0 0 14.0 0 0 0 0 0 0 14. 3 0 0 0 0 0 0 14 .6 0 0 0 0 0 0 15.0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 16 .0 0 0 0 0 0 0 16. 5` 0 0 0 0 0 0 17 .0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 19.0 0 0 0 0 0 0 OF.0 0 0 0 0 0 0 .0 0 0 0 0 0 0 6 .0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: btitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Continuation of subarea information -------------------------- Subareas -------------------------- DA-6 DA-7 DA-8 DA-9 Area (sq mi) 0 .00* 0 .00* 0 .00* 0 . 00* Rainfall (in) 3. 2 3 .2 3 . 2 3 .2 Curve number 96* 87* 98* 61* Runoff (in) 2.75 1 .91 2 .97 0 . 44 Tc (hrs) 0 .03* 0 .02* 0 .02* 0 .03* (Used) 0 .10 0 .10 0 .10 0 .10 TimeToOutlet 0 .03* 0 . 02* 0. 02* 0 . 00 (Used) 0 .00 0 .00 0.00 0 .00 Ia/P 0 .03 0 .09 0.01 0 . 40 (Used) 0 .10 0 .10 0 .10 0. 40 Time ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) DA-6 DA-7 DA-8 DA-9 11 . 0 OP OP OP OP 11 . 3 0 0 0 0 11 .6 0 0 0 0 11 .9 0 0 0 0 12 .0 0 0 0 0 12 .1 0 0 0 0 2 .2 0 0 0 0 .3 0 0 0 0 2 .4 0 0 0 0 2 . 5 0 0- 0 0 12 .6 0 0 0 0 12 .7 0 0 0 0 12 .8 0 0 0 0 13 .0 0 0 0 0 13 .2 0 _ 0 0 0 13.4 0 0 0 0 13.6 0 0 0 0 13 .8 0 0 0 0 14 .0 0 0 0 0 14.3 0 0 0 0 14 .6 0 0 0 0 15.0 0 0 0 0 15.5 0 0 0 0 16 .0 0 0 0 0 16 .5 0 0 0 0 17 .0 0 0 0 0 17 .5 0 0 0 0 18 .0 0 0 0 0 09 .0 0 0 0 0 0 .0 0 0 _ 0 0 2 .0 0 0 0 0 6 .0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: $ubtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS )tal watershed area: 0 .003 sq mi Rainfall type: III Frequency: 10 .year -------------------------- Subareas --------------------- oy --- DA-1 DA-2 DA-3 DA-4 DA-5 Area (sq mi) 0 .00* 0 . 00* 0 . 00* 0 . 00* 0 . 00* Rainfall (in) 4 .7 4 .7 4.7 4 .7 4 .7 Curve number 70* 96* 61* 62* 98* Runoff (in) 1. 82 4.23 1. 19 1 . 26 4 . 46 Tc (hrs) 0.18* 0 . 04* 0 . 24* 0. 12* 0 . 05* (Used) 0.20 0 . 10 0 .20 0.10 0 .10 TimeToOutlet 0 .05* 0 .03* 0. 02* 0 . 03* 0 . 03* (Used) 0 .00 0 . 00 0 .10 0.00 0 .00 Ia/P 0.18 0.02 0. 27 0 . 26 0.01 (Used) 0 .18 0 .10 0 . 27 0 .26 0 .10 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 -11 .0 0 OP 0 OP OP 0 11 .3 0 0 0 0 0 0 11 .6 0 0 0 0 0 0 11 .9 0 0 0 0 0 0 12 .0 1 0 0 0 0 1 12 .1 1 . 0 0 0 0 1 12 .2 5P 0 1P 0 0 2P oil2 .3 4 0 1 0 0 1 2 .4 1 0 0 0 0 1 .2 . 5 1 0 0 0 0 1 12.6 0 0 0 0 0 0 12 .7 0 0 0 0 0 0 12 .8 0 0 0 0 0 p 13 .0 0 0 0 0 0 0 13 .2 0 0 0 0 0 0 13 .4 0 _ 0 0 0 0 0 13 .6 0 0 - 0 _ 0 O 0 13 .8 0 0 0 p 0 p 14 .0 0 0 0 0 0 0 14 .3 0 0 0 0 0 0 14 .6 0 0 0 p p p 15 .0 0 0 0 0 0 0 15.5 0 0 0 0 0 0 16 .0 0 0 0 0 p p 16 .5 0 0 0 0 p p 17 .0 0 0 0 0 0 p 17 .5 0 0 0 0 p 0 18 .0 0 0 0 0 p 0 19 .0 0 0 0 p p p Albh,o.0 0 0 0 p p 0 2 .0 0 0 0 0 0 p �\,_ 6.0 0 0 0 0 p p P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Continuation of subarea information -------------------------- Subareas -------------------------- DA-6 DA-7 DA-8 DA-9 Area (sq mi) 0 .00* 0 .00* 0 .00* 0 . 00* Rainfall (in) 4 .7 4 .7 4.7 4 .7 Curve number 96* 87* 98* 61* Runoff (in) 4 . 23 3 . 29 4 .46 1 .19 Tc (hrs) 0 . 03* 0 .02* 0.02* 0. 03* (Used) 0 .10 0 . 10 0.10 0 .10 TimeToOutlet 0 .03* 0.02* 0 . 02* 0. 00 (Used) 0 .00 0 .00 0 .00 0 .00 Ia/P 0 . 02 0 .06 0. 01 0 .27 (Used) 0.10 0. 10 0 .10 0 .27 Time ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) DA-6 DA-7 DA-8 DA-9 11 .0 0 0 OP OP 11 .3 0 0 0 0 11 .6 0 0 0 0 11 .9 0 0 0 0 12 . 0 0 0 0 0 12.1 Q 0 0 p 12 . 2 1P 1P 0 0 � •3 1 1 0 O 2 . 4 0 0 0 0 �2 . 5 0 0 0 0 12.6 0 0 0 0 12 .7 0 0 0 0 12 . 8 0 0 0 0 13 .0 0 0 0 0 13 .2 0 0 0 p 13 . 4 0 0 0 0 13 .6 0 0 0 p 13 . 8 0 0 0 p 14.0 0 0 0 0 14.3 0 0 .. 0 p 14 . 6 0 0 0 p 15.0 0 0 0 p 15 . 5 0 0 0 0 16 .0 0 0 0 0 16 . 5 0 0 p p 17 .0 0 0 p p 17 . 5 0 0 0 p 18 .0 0 0 0 p 19.0 0 0 p p .0 0 0 0 0 '0 0 0 0 0 �6 .0 0 0 0 p P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date : ubtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Dtal watershed area: 0 .003 sq mi Rainfall type: III Frequency: 95yea�s) -------------------------- Subareas ----------------- DA-1 DA-2 DA-3 DA-4 DA-5 Area (sq mi) 0 .00* 0 . 00* 0. 00* 0 .00* 0 . 00* Rainfall (in) 5. 5 5 .5 5. 5 5. 5 5. 5 Curve number 70* 96* 61* 62* 98* Runoff (in) 2.41 5. 03 1.68 1 .76 5 . 26 Tc (hrs) 0. 18* 0 .04* 0 . 24* 0 .12* 0 . 05* (Used) 0 .20 0 . 10 0 . 20 0 . 10 0 . 10 TimeToOutlet 0.05* 0 . 03* 0 . 02* 0 . 03* 0. 03* (Used) 0 .00 0 . 00 0 .10 0 . 00 0 . 00 Ia/P 0 .16 0. 02 0 . 23 0. 22 0 . 01 (Used) 0 . 16 0.10 0 .23 0 .22 0 .10 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 11 . 0 0 OP 0 0 OP 0 11 . 3 0 0 0 0 0 0 11 .6 0 0 0 0 0 0 11.9 0 0 0 0 0 0 12 .0 1 0 0 0 0 1 12 .1 4 0 1P 0 0 1 12 .2 5P 0 1 0 0 2P �2 .3 4 `0 1 0 0 1 ' 2 .4 2 0 0 1P 0 1 -2 . 5 2 0 0 1 0 1 12 .6 1 0 0 0 0 1 12 .7 0 0 0 0 0 0 12 .8 0 0 0 0 0 0 13 .0 0 0 0 0 0 0 13 . 2 0 0 0 0 0 0 13 .4 0 0 0 0 0 0 13 .6 0 0 0 0 0 0 13 .8 0 0 0 0 0 0 14.0 0 0 0 0 0 0 14 .3 0 0 0 0 0 0 14 .6 0 0 0 0 0 0 15.0 0 0 0 0 0 0 15.5 0 0 0 0 0 0 16.0 0 0 0 0 0 0 16.5 0 0 0 0 0 0 17 .0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 19 .0 0 0 0 _0 0 0 0 0 0 0 0 16 .0 00 0 0 0 0 0 0 ,6 .0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: btitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Continuation of subarea information -------------------------- Subareas -------------------------- DA-6 DA-7 DA-8 DA-9 Area (sq mi) 0.00* 0 .00* 0.00* 0 .00* Rainfall (in) 5. 5 5. 5 5. 5 5. 5 Curve number 96* 87* 98* 61* Runoff (in) 5.03 4 .04 5 .26 1 .68 Tc (hrs) 0 .03* 0 . 02* 0 . 02* 0 . 03* (Used) 0.10 0 .10 0 .10 0 . 10 TimeToOutlet 0 .03* 0.02* 0 .02* 0 . 00 (Used) 0 .00 0 .00 0 .00 0 .00 Ia/P 0 .02 0 .05 0 .01 0 . 23 (Used) 0 .10 0. 10 0 .10 0 .23 Time ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) DA-6 DA-7 DA-8 DA-9 11 . 0 0 0 OP OP 11 .3 0 0 0 0 11 .6 0 0 0 0 11 .9 0 0 0 0 12 .0 0 0 0 0 12 . 1 LP 1 P 0 0 2.2 1 1 0 0 . 3 1 1 0 0 2 . 4 0 0 0 0 12 .5 0 0 0 0 12.6 0 0 0 0 12.7 0 0 0 0 12 . 8 0 0 0 0 13 .0 0 0 0 0 13.2 0 0 0 0 13 .4 0 0 0 0 13 .6 0 0 0 0 13.8 0 0 0 0 14 .0 0 0 0 0 14.3 0 0 0 0 14.6 0 0 0 p 15.0 - 0 0 0 p 15. 5 0 0 0 p 16 .0 0 0 0 0 16 .5 0 0 0 p 17 .0 0 0 0 p 17 .5 0 0 0 0 18 .0 0 0 0 p 9 0 0 0 p 0 .0 0 0 0 0 .0 0 0 0 0 � 26.0 0 0 0 p P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: btitle: POSTDEVELOPMENT RUNOFF CALCULATIONS 3tal watershed area: 0 .003 sq mi Rainfall type: III Frequency: 50 years -------------------------- Subareas ------- ------------------- DA-1 DA-2 DA-3 DA-4 DA-5 Area (sq mi) 0 . 00* 0 .00* 0 . 00* 0 .00* 0 . 00* Rainfall (in) 6 . 2 6 .2 6 .2 6.2 6 . 2 Curve number 70* 96* 61* 62* 98* Runoff (in) 2 .96 5.73 2 .14 2.23 5.96 Tc (hrs) 0.18* 0 . 04* 0 .24* 0 .12* 0 . 05* (Used) 0.20 0 . 10 0 .20 0 .10 0 . 10 TimeToOutlet 0 .05* 0.03* 0 .02* 0 .03* 0.03* (Used) 0 .00 0. 00 0 .10 0.00 0 . 00 Ia/P 0.14 0 .01 0 .21 0.20 0. 01 (Used) 0.14 0 .10 0.21 0.20 0 .10 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 11 .0 0 OP 0 0 0 0 11 .3 0 0 0 0 0 0 11 .6 0 0 0 0 0 0 11 .9 1 0 0 0 0 1 12 .0 1 0 0 0 0 1 12 .1 4 .0 1P 0 0 1 J2 . 2 6 0 1 0 1P 2P 2. 3 7P 0 1 1P 1 2 2 .4 4 0 1 1 0 1 -L2 .5 2 0 0 1 0 1 12 .6 2 0 0 1 0 1 12.7 0 0 0 0 0 0 12 .8 0 0 0 0 0 0 13 .0 0 0 0 0 0 0 13 .2 0 0 0 0 0 0 13 .4 0 0 0 0 0 0 13 .6 0 0 0 0 -0 - _0 13 .8 0 0 0 0 0 0 14 .0 0 0 0 0 0 0 14 .3 0 0 0 0 0 0 14 .6 0 0 0 0 0 0 15.0 0 0 0 0 0 0 15.5 0 0 0 0 0 0 16 .0 0 0 0 0 0 0 16 .5 0 0 0 0 0 0 17 .0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 19 .0 0 0 0 0 0 0 �0 .0 0 0 0 0 0 0 .0 0 0 0 0 0 0 - , 6 .0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: btitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Continuation of subarea information -------------------------- Subareas -------------------------- DA-6 DA-7 DA-8 DA-9 Area (sq mi) 0 .00* 0 . 00* 0 .00* 0 . 00* Rainfall (in) 6 . 2 6 .2 6.2 6 . 2 Curve number 96* 87* 98* 61* Runoff (in) 5.73 4.71 5 . 96 2.14 Tc (hrs) 0 .03* 0. 02* 0 .02* 0 . 03* (Used) 0.10 0 .10 0 .10 0 .10 TimeToOutlet 0.03* 0 .02* 0 .02* 0 .00 (Used) 0 .00 0 .00 0 .00 0 . 00 Ia/P 0 .01 0 .05 0 .01 0 . 21 (Used) 0.10 0 .10 0.10 0 .21 Time ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) DA-6 DA-7 DA-8 DA-9 11 . 0 0 0 OP OP 11 .3 0 0 0 0 11 . 6 0 0 0 0 11 . 9 0 0 0 0 12 . 0 0 0 0 0 12 .1 1:P 1 P 0 0 it .2 1 1 0 0 . 3 1 1 0 0 2 .4 0 1 0 0 j-2. 5 0 0 0 0 12 .6 0 0 0 0 12 .7 0 0 0 0 12 . 8 0 0 0 0 13 .0 0 0 0 0 13 . 2 0 0 0 0 13 . 4 0 0 0 0 13.6 0 0 0 0 13 . 8 0 0 0 0 14.0 0 0 0 0 14.3 0 0 0 0 14. 6 0 0 0 0 15.0 0 0 0 0 15. 5 0 0 0 0 16 .0 0 0 0 0 16 . 5 0 0 0 0 17 .0 0 0 0 0 - 17 . 5 0 0 0 0 18 .0 0 0 0 0 9 .0 0 0 0 0 .0 0 0 0 0 .0 0 0 0 0 L__ �6 .0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date %subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS -)tal watershed area: 0 . 003 s mi Rainfall type: III Frequency:q Yp ,100 _.;years Subareas __. ,.- DA-1 DA-2 DA-3 DA-4 DA-5 Area (sq mi) 0 . 00* 0 . 00* 0 .00* 0 . 00* 0 . 00* Rainfall (in) 6 .9 6 . 9 6. 9 6 . 9 6 . 9 Curve number 70* 96* 61* 62* 98* Runoff (in) 3 . 54 6 . 42 2 .63 2.73 6 .66 Tc (hrs) 0.18* 0. 04* 0 .24* 0 .12* 0 . 05* (Used) 0. 20 0 .10 0 .20 0.10 0 . 10 TimeToOutlet 0.05* 0.03* 0 .02* 0 . 03* 0 .03* (Used) 0 .00 0.00 0 .10 0 .00 0 . 00 Ia/P 0 . 12 0 .01 0 .19 0 .18 0 .01 (Used) 0 . 12 0 .10 0 .19 0 . 18 0 .10 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 11 .0 0 OP 0 0 0 0 11. 3 0 0 0 0 0 0 11 .6 0 0 0 0 0 0 11 .9 1 0 0 0 0 1 12 .0 1 0 0 0 Q 1 12 .1 4 0 1P 0 0 1 12 .2 6 0 1 0 1P 2P or3 7P ^Q 1 1P 1 2 2 .4 5 0 1 1 0 1 12 . 5 2 0 0 1 0 1 12.6 2 0 0 1 0 1 12.7 1 0 0 1 0 0 12 . 8 0 0 0 0 0 0 13 .0 0 0 0 0 0 0 13 .2 0 0 0 0 0 0 13.4 0 0 0 0 0 0 13 .6 0 0 0 0 0 0 13 .8 0 0 0 0 0 0 14.0 0 0 0 0 0 0 14.3 0 0 0 0 0 0 14 .6 0 0 0 0 0 0 15.0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 16 .0 0 0 0 0 0 0 16 . 5 0 0 0 0 0 0 17 .0 0 0 0 0 0 - 0 17 . 5 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 19. 0 0 0 0 Q 0 0 .0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 �__ 6 . 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State : CT Checked: Date: subtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS Continuation of subarea information -------------------------- Subareas -------------------------- DA-6 DA-7 DA-8 DA-9 Area (sq mi) 0 .00* 0 . 00* 0 .00* 0 .00* Rainfall (in) 6 .9 6 .9 6. 9 6. 9 Curve number 96* 87* 98* 61* Runoff (in) 6 .42 5. 38 6 .66 2.63 Tc (hrs) 0 .03* 0. 02* 0 .02* 0 .03* (Used) 0.10 0 . 10 0 .10 0.10 TimeToOutlet 0.03* 0 . 02* 0 .02* 0 . 00 (Used) 0 . 00 0 .00 0 .00 0 .00 Ia/P 0.01 0 . 04 0 . 01 0 . 19 (Used) 0.10 0 .10 0 .10 0.19 Time ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) DA-6 DA-7 DA-8 DA-9 11 .0 0 0 OP OP 11 .3 0 0 0 0 11.6 0 0 0 0 11.9 0 0 0 0 12 .0 0 0 0 0 12 .1 1.P 1P 0 0 12 .2 1 1 0 0 �2 .3 1 1 0 0 ' 2.4 1 1 0 0 -2 .5 0 0 0 0 12 .6 0 0 0 0 12 .7 0 0 0 0 12 . 8 0 0 0 0 13 .0 0 0 0 0 13 .2 0 0 0 0 13 .4 0 0 0 0 13 .6 0 0 0 0 13.8 0 0 0 0 14 .0 0 0 0 0 14 .3 0 0 0 0 14 .6 0 0 0 0 15 .0 0 0 0 0 15.5 0 0 0 0 16 .0 0 0 0 0 16.5 0 0 0 0 17 .0 0 0 0 0 17 .5` 0 0 0 0 18 .0 0 0 0 0 19 .0 _ 0 0 0 0 0 .0 0 0 0 0 2.0 0 0 0 0 ' ,6 .0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 CURVE NUMBER COMPUTATION VERSION 1.11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: rl btitle: POSTDEVELOPMENT RUNOFF CALCULATIONS barea DA-1 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - .12 (61) - - Impervious Areas Paved parking lots , roofs , driveways - . 04 (98) - - Total Area (by Hydrologic Soil Group) . 16 ------------------------------------------------------------------------------- SUBAREA: DA-1 TOTAL DRAINAGE AREA: . 16 Acres WEIGHTED CURVE NUMBER:70 ------------------------------------------------------------------------------- TR-55 CURVE NUMBER COMPUTATION VERSION 1.11 Project : PRESS SERVICES User: RMC Date : 10-08-90 County : HARTFORD State: CT Checked: Date: btitle : POSTDEVELOPMENT RUNOFF CALCULATIONS barea : DA-2 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns ,parks etc. ) Good condition; grass cover > 75% - .01 (61) - - Impervious Areas Paved parking lots , roofs , driveways - . 16 (98) - - Total Area (by Hydrologic Soil Group) . 17 4 ------------------------------------------------------------------------------- SUBAREA: DA-2 TOTAL DRAINAGE AREA: .17 Acres WEIGHTED CURVE NUMBER:96 ------------------------------------------------------------------------------- I. l TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: btitle: POSTDEVELOPMENT RUNOFF CALCULATIONS barea : DA-3 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns ,parks etc. ) Good condition; grass cover > 75% - . 47 (61) - - Impervious Areas Paved parking lots , roofs , driveways - . 001 (98) - - Total Area (by Hydrologic Soil Group) .471 ------------------------------------------------------------------------------- SUBAREA: DA-3 TOTAL DRAINAGE AREA: .471 Acres WEIGHTED CURVE NUMBER:61 ------------------------------------------------------------------------------- ( TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: ubtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS barea : DA-4 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D . Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns ,parks etc. ) Good condition; grass cover > 75% - . 27 (61) - - Impervious Areas Paved parking lots , roofs , driveways - . 01 (98) - - Total Area (by Hydrologic Soil Group) . 28 14 ------------------------------------------------------------------------------- SUBAREA: DA-4 TOTAL DRAINAGE AREA: .28 Acres WEIGHTED CURVE NUMBER:62 ------------------------------------------------------------------------------- i TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: btitle: POSTDEVELOPMENT RUNOFF CALCULATIONS barea : DA-5 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Impervious Areas Paved parking lots , roofs , driveways - . 33 (98) - - Total Area (by Hydrologic Soil Group) . 33 ---------------------------------------------------------------------------- SUBAREA: DA-5 TOTAL DRAINAGE AREA: .33 Acres WEIGHTED CURVE NUMBER:98 TR-55 CURVE NUMBER COMPUTATION VERSION 1.11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date : ubtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS barea : DA-6 Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - . 01 (61) - - Impervious Areas Paved parking lots , roofs , driveways - .14 (98) - - Total Area (by Hydrologic Soil Group) .15 ------------------------------------------------------------------------------- SUBAREA: DA-6 TOTAL DRAINAGE AREA: .15 Acres WEIGHTED CURVE NUMBER:96 ------------------------------------------------------------------------------- t TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: ubtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS barea : DA-7 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - . 06 (61) - - Impervious Areas Paved parking lots , roofs , driveways - .15 (98) - - Total Area (by Hydrologic Soil Group) .21 K ------------------------------------------------------------------------------- SUBAREA: DA-7 TOTAL DRAINAGE AREA: .21 Acres WEIGHTED CURVE NUMBER: 87 ---=--------------------------------------------------------------------------- TR-55 CURVE NUMBER COMPUTATION VERSION 1.11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: ubti.tle: POSTDEVELOPMENT RUNOFF CALCULATIONS barea : DA-8 Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) -------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Impervious Areas Paved parking lots , roofs , driveways - . 05 (98) - - Total Area (by Hydrologic Soil Group) . 05 ------------------------------------------------------------------------------- SUBAREA: DA-8 TOTAL DRAINAGE AREA: . 05 Acres WEIGHTED CURVE NUMBER:98 -------------------------------------------------------------------------------- f, TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: ubtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS barea : DA-9 ---------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns ,parks etc. ) Good condition; grass cover > 756 - .09 (61) - - Total Area (by Hydrologic Soil Group) . 09 ------------------------------------------------------------------------------- SUBAREA: DA-9 TOTAL DRAINAGE AREA: .09 Ades WEIGHTED CURVE NUMBER:61 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: ubtitle: POSTDEVELOPMENT RUNOFF CALCULATIONS ----------------------------- - ------- Subarea #1 DA-1 ----------------------- L: low Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 80 .04 F 0 . 151 Shallow Concent 'd 80 . 0025 P 0 . 022 Open Channel 135 5.0 0. 007 Time of Concentration = 0 . 18* Shallow Concent 'd 80 . 0025 P 0 .022 Open Channel 135 5.0 0 .007 Travel Time = 0 . 03* ------------------------------ Subarea #2 -'FDA-2 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 100 .01 A 0 .027 Shallow Concent 'd 140 .02 P 0.014 Open Channel 50 5.0 0 .003 Time of Concentration = 0.04* shallow Concent 'd 140 .02 P 0. 014 pen Channel 50 5.0 0 . 003 Travel Time = 0.02* ------------------------------ Subarea #3 - DA-3 --------------- ---------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time -rain (ft-) ___ (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 50 .01 F 0.180 Shallow Concent 'd 200 .01 U 0.034 Open Channel 480 5.0 0.027 Time of Concentration = 0 .24* Shallow Concent 'd 200 .01 U 0.034 Open Channel 480 _ 5.0 0.027 Travel Time = 0 .06* Generated for use by TABULAR method TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State : CT Checked: Date: btitle: POSTDEVELOPMENT RUNOFF CALCULATIONS ---------------------------- - - -------------------- Subarea #4 DA 4 ---------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 .2 40 . 025 F 0 .105 Shallow Concent 'd 150 . 025 U 0 . 016 Open Channel 25 5.0 0 . 001 Time of Concentration = 0 .12* Shallow Concent 'd 150 .025 U 0. 016 Open Channel 25 5.0 0 . 001 Travel Time = 0 .02* ------------------------------ Subarea #5 -"DA-5 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3. 2 60 .01 A 0 .018 Shallow Concent 'd 180 .01 P 0 .025 Open Channel 145 5. 0 0.008 Time of Concentration = 0 .05* 'hallow Concent'd 180 .01 P 0 .025 -ipen Channel 145 5.0 0 .008 Travel Time = 0 .03* ------------------------------ Subarea #b - DA-6 -------------=---------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain_ _ _ (ft) (ft/ft) code -- (sq/ft)_ (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 50 .015 A 0.013 Shallow Concent 'd 60 .015 P 0.007 Open Channel 115 5.0 0.006 Time of Concentration = 0 .03* Shallow Concent'd 60 .015 P 0.007 Open Channel 115 -- 5.0 0.006 Travel Time = 0.01* ------------------------------ Subarea #7 - DA-7 ------------------------------ S ow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) ' (hr) `__ ------------------------------------------------------------------------------- Sheet 3.2 50 .03 A 0 .010 Shallow Concent 'd 100 .03 P 0.008 Open Channel 15 5.0 0. 001 Time of Concentration = 0 .02* Open Channel 15 5. 0 0 . 001 Travel Time = 0 . 01* - Generated for use by TABULAR method TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date : 10-08-90 County : HARTFORD State: CT Checked: Date: btitle: POSTDEVELOPMENT RUNOFF CALCULATIONS ---------------------------- Subarea #$ - DA-8 ------------------------------ Flow Type 2 year Length Slope Surface n Area trip Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 . 2 25 .015 A 0 .007 Shallow Concent 'd 45 . 015 P 0 . 005 Open Channel 110 5. 0 0 . 006 Time of Concentration = 0 . 02* Shallow Concent 'd 45 . 015 P 0 . 005 Open Channel 110 5 .0 0 .006 Travel Time = 0 .01* ------------------------------ Subarea #9 -'FDA-9 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3 .2 10 .3 F 0 .013 Shallow Concent 'd 60 . 03. P 0 . 005 Open Channel 165 5.0 0 . 009 Open Channel 65 5.0 0 .004 Time of Concentration = 0.03* f ihallow Concent 'd 60 .03 P 0,005 Open Channel 165 5.0 0 .009 Open Channel 65 5.0 0.004 Travel Time = 0 .02* --- Sheet Flow Surface Codes --- _A_ Smooth _Surface _ _ _ F Grass, Dense _ _ --- Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res . H Woods, Light P Paved D Cultivated > 20 % Res . I Woods, Dense U Unpaved E Grass-Range, Short * - Generated for use by TABULAR method i� TR-55 TABULAR DISCHARGE METHOD VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: (tal btitle: PREDEVELOPMENT - RUNOFF CALCULATIONS watershed area: 0.003 sq mi Rainfall type: III Frequency: 2 years -------------------------- Subareas -------------------------- DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 Area (sq mi) 0 .00* 0.00* 0 . 00* 0. 00* 0.00* 0 . 00* 0. 00* Rainfall (in) 3 .2 3 . 2 3. 2 3 . 2 3 .2 3. 2 3 .2 Curve number 98* 73* 98* 61* 98* 66* 61* Runoff (in) 2.97 0.98 2 .97 0. 44 2.97 0 . 64 0 . 44 Tc (hrs) 0 . 04* 0 . 17* 0 . 02* 0.07* 0 . 02* 0 .28* 0. 24* (Used) 0 . 10 0 . 00 0 . 10 0. 10 0 . 10 0 .30 0 .20 TimeToOutlet 0.10* 0.08* 0 .07* 0 . 07* 0.06* 0 .00 0 . 06* (Used) 0.00 0.00 0 .00 0 . 00 0 .00 0.00 0 . 10 Ia/P 0. 01 0 . 23 0 .01 0. 40 0 .01 0 .32 0 .40 (Used) 0 .10 0.23 0 . 10 0 .40 0 .10 0.32 0 .40 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 11 .0 0 OP OP 0 OP OP OP OP 11 .3 0 0 0 0 0 0 0 0 11 .6 0 0 0 0 0 0 0 0 11 .9 0 0 0 0 0 0 0 0 12 .0 0 0 0 0 0 0 0 0 12 .1 1P . 0 0 1P 0 0 0 0 2 .2 1 0 0 1 0 0 0 0 6 1 2. 3 1 0 0 1 0 0 0 0 ' 2 .4 0 0 0 0 0 0 0 0 12 . 5 0 0 0 0 0 0 0 0 12 .6 0 0 0 0 0 0 0 0 12 .7 0 0 0 0 0 0 0 0 12. 8 0 0 0 0 0 0 0 0 13.0 0 0 0 0 0 0 0 0 13 .2 0 0 0 0 0 0 0 0 13.4 0 0 0 0 0 0 0 0 13.6 0 0 0 0 0 0 0 0 13.8 0 0 0 0 0 0 0 0 14.0 0 0 0 0 0 0 0 0 14.3 0 0 0 0 0 0 0 0 14 .6 0 0 0 0 0 0 0 0 15.0 0 0 0 0 0 0 0 0 15.5 0 0 0 0 0 0 0 0 16.0 _ 0 0 0 0 0 0 0 0 16.5 0 0 0 0 0 0 0 0 17 .0 0 0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 0 0 - 18 .0 0 0 0 0 0 0 0 0 19.0 0 0 -0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 , .0 0 0 0 0 0 0 0 0 26.0 0 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1.11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State : CT Checked: Date: ubtitle: 'PREDEVELOPMENTr RUNOFF CALCULATIONS tal watershed area: 0 . 003 sq mi Rainfall type: III Frequency: 10 years -------------------------- Subareas -------------------------- DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 Area (sq mi) 0. 00* 0 .00* 0. 00* 0 . 00* 0 .00* 0 . 00* 0 . 00* Rainfall (in) 4 .7 4 .7 4 .7 4 .7 4.7 4 .7 4.7 Curve number 98* 73* 98* 61* 98* 66* 61* Runoff (in) 4. 46 2 . 05 4. 46 1 .19 4 .46 1. 53 1.19 Tc (hrs) 0 .04* 0 . 17* 0. 02* 0 .07* 0. 02* 0. 28* 0. 24* (Used) 0.10 0 .00 0.10 0 .10 0.10 0 . 30 0 .20 TimeToOutlet 0 .10* 0 . 08* 0.07* 0.07* 0 . 06* 0 .00 0 .06* (Used) 0 . 00 0 .00 0. 00 0 .00 0 .00 0.00 0. 10 Ia/P 0 .01 0 .16 0 . 01 0 .27 0.01 0 . 22 0.27 (Used) 0.10 0 .16 0.10 0 .27 0 .10 0 .22 0.27 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 11 . 0 0 0 0P 0 OP OP 0 OP 11 . 3 0 0 0 0 0 0 0 0 11 . 6 0 0 0 0 0 0 0 0 11 . 9 0 0 0 0 0 0 0 0 12 . 0 1 0 0 1P 0 0 0 0 12 .1 1 0 0 1 0 0 0 0 12 . 2 2 �1P 0 1 0 0 0 0 i . 3 3P 1 0 1 0 0 1P 0 2 . 4 2 0 0 1 0 0 1 0 _2 . 5 2 0 0 1 0 0 1 0 12 . 6 1 0 0 0 0 0 1 0 12 . 7 0 0 0 0 0 0 0 0 12 . 8 0 0 0 0 0 0 0 0 13. 0 0 0 0 0 0 0 0 0 13 . 2 0 0 0 0 0 0 0 0 13 . 4 0 0 0 0 0 0 0 0 13 . 6 0 0 0 . 0 0 0 0 0 13. 8 0 0 0 0 0 0 0 0 14 . 0 0 0 0 0 0 0 0 0 14 . 3 0 0 0 0 0 0 0 0 14 .6 0 0 0 0 0 0 0 0 15. 0 0 0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 0 0 16. 0 0 0 0 0 0 0 0 0 16. 5 0 0 0 0 0 0 0 _ _ 0 - 17. 0 0 0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 0 0 19. 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 . 0 0 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: 16tal btitle: PREDEVELOPMENT RUNOFF CALCULATIONS watershed area: 0 .003 sq mi Rainfall type: III Frequency: 25 years -------------------------- Subareas -------------------------- DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 Area (sq mi) 0 .00* 0 . 00* 0 . 00* 0 . 00* 0 .00* 0 .00* 0. 00* Rainfall (in) 5. 5 5. 5 5. 5 5 . 5 5. 5 5 . 5 5. 5 Curve number 98* 73* 98* 61* 98* 66* 61* Runoff (in) 5. 26 2.68 5. 26 1.68 5. 26 2 .08 1.68 Tc (hrs) 0 .04* 0 . 17* 0 . 02* 0 . 07* 0 .02* 0. 28* 0 . 24* (Used) 0 .10 0 .00 0 . 10 0 . 10 0 . 10 0 .30 0 .20 TimeToOutlet 0 .10* 0. 08* 0 . 07* 0 . 07* 0 . 06* 0 . 00 0 .06* (Used) 0 .00 0 . 00 0 . 00 0 . 00 0 . 00 0.00 0 . 10 Ia/P 0 . 01 0. 13 0. 01 0 . 23 0 .01 0 .19 0 . 23 (Used) 0 .10 0.13 0. 10 0 .23 0 .10 0 .19 0.23 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 11.0 0 0 OP 0 OP OP 0 0 11 .3 0 0 0 0 0 0 0 0 11. 6 0 0 0 0 0 0 0 0 11 . 9 0 0 0 0 0 0 0 0 12.0 1 0 0 1 0 0 0 0 12.1 1 10 0 1 0 0 0 0 12 .2 3P 1P 0 2P 0 0 0 0 3 3 1 0 1 0 0 1P 0 2. 4 3 0 0 1 0 0 1 1P -,2. 5 3 0 0 1 0 0 1 1 12. 6 1 0 0 0 0 0 1 0 12.7 1 0 0 0 0 0 1 0 12. 8 0 0 0 0 0 0 0 0 13 .0 0 0 0 0 0 0 0 0 13 .2 0 0 0 0 0 0 0 0 13 .4 0 0 0 0 0 0 0 0 13.6 0 0 0 0 0 0 0 0 13. 8 0 0 0 0 0 0 0 0 14.0 0 0 0 0 0 0 0 0 14.3 0 0 0 0 0 0 0 0 14. 6 0 0 0 0 0 0 0 0 15. 0 0 0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 0 0 16. 0 0 0 0 0 0 0 0 0 16. 5 0 0 0 0 0 0 0 0 17 .0 0 0 0 0 0 0 0 0 17 . 5 0 0 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 0 0 19. 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 , . 0 0 0 0 0 0 0 0 0 116.0 0 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1.11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date : btitle: PREDEVELOPMENT RUNOFF CALCULATIONS tal watershed area: 0 . 003 sq mi Rainfall type : III Frequency: 50 years -------------------------- Subareas -------------------------- DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 Area(sq mi) 0 .00* 0 . 00* 0 . 00* 0 . 00* 0 . 00* 0 . 00* 0.00* Rainfall (in) 6.2 6 . 2 6 . 2 6 . 2 6 . 2 6 .2 6 . 2 Curve number 98* 73* 98* 61* 98* 66* 61* Runoff (in) 5.96 3 .26 5.96 2 .14 5 . 96 2. 59 2 .14 Tc (hrs) 0 . 04* 0 . 17* 0 .02* 0 . 07* 0 . 02* 0 . 28* 0 . 24* (Used) 0 . 10 0 . 00 0 .10 0 .10 0 .10 0 . 30 0. 20 TimeToOutlet 0.10* 0 . 08* 0 .07* 0 .07* 0 . 06* 0 .00 0 . 06* (Used) 0 .00 0 . 00 0 . 00 0 .00 0 .00 0 . 00 0 .10 Ia/P 0 .01 0. 12 0. 01 0. 21 0 . 01 0 . 17 0 . 21 (Used) 0.10 0 . 12 0. 10 0 .21 0 .10 0 .17 0 .21 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 11 .0 0 0 OP 0 0 OP 0 0 11 .3 0 0 0 0 0 0 0 0 11 .6 0 0 0 0 0 0 0 0 11.9 0 0 0 0 0 0 0 0 12 .0 1 0 0 1 0 0 0 0 12.1 2 1P 0 1 0 0 0 0 2 .2 5P 1 0 2P 1P 0 1P 0 .3 4 1 0 1 0 0 1 1P 2.4 3 0 0 1 0 0 1 1 �2. 5 3 0 0 1 0 0 1 1 12 .6 3 0 0 1 0 0 1 1 12 .7 1 0 0 0 0 0 1 0 12. 8 1 0 0 0 0 0 1 0 13.0 0 0 0 0 0 0 0 0 13 .2 0 0 0 0 0 0 0 0 13 .4 0 0 0 0 0 0 0 0 13.6 0 0 0 0 0 0 0 0 13 . 8 0 0 0 0 0 0 0 0 14 .0 0 0 0 0 0 0 0 0 14 .3 0 0 0 0 0 0 0 0 14.6 0 0 0 0 0 0 0 0 15.0 0 0 0 0 0 0 0 0 15.5 0 0 0 0 0 0 0 0 16.0 0 0 0 0 0 0 0 0 16 .5 0 0 0 0 0 0 0 0 17 .0 0 0 0 0 0 0 0 0 17 .5 0 0 0 0 0 0 0 0 18 .0 0 0 0 0 0 0 0 0 19 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 TABULAR DISCHARGE METHOD VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date : ubtitle : PREDEVELOPMENT RUNOFF CALCULATIONS tal watershed area: 0 . 003 sq mi Rainfall type: III Frequency: 100 years -------------------------- Subareas -------------------------- DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 Area (sq mi) 0. 00* 0 .00* 0 . 00* 0 . 00* 0. 00* 0. 00* 0 . 00* Rainfall (in) 6 .9 6 .9 6 . 9 6. 9 6. 9 6 . 9 6 . 9 Curve number 98* 73* 98* 61* 98* 66* 61* Runoff (in) 6 . 66 3 . 85 6 .66 2 .63 6 . 66 3 .13 2 .63 Tc (hrs) 0.04* 0 . 17* 0 .02* 0. 07* 0 . 02* 0. 28* 0 . 24* (.Used) 0 . 10 0 .00 0 .10 0 . 10 0. 10 0 .30 0 .20 TimeToOutlet 0.10* 0 . 08* 0 . 07* 0 .07* 0 . 06* 0.00 0 .06* (Used) 0.00 0 . 00 0 . 00 0 . 00 0.00 0 .00 0 . 10 Ia/P 0.01 0 .11 0.01 0 .19 0 . 01 0 .15 0 .19 (Used) 0 .10 0 .11 0.10 0 .19 0 .10 0 .15 0 . 19 Time Total ------------- Subarea Contribution to Total Flow (cfs) ------------ (hr) Flow DA-1 DA-2 DA-3 DA-4 DA-5 DA-6 DA-7 11 . 0 0 0 0 0 0 OP 0 0 11 . 3 0 0 0 0 0 0 0 0 11 . 6 0 0 0 0 0 0 0 0 11. 9 1 0 0 1 0 0 0 0 12 . 0 1 0 0 1 0 0 0 0 12. 1 2 �p 0 1 0 0 0 0 12 . 2 5 1 0 2P 1P 0 1P 0 . 3 7P 1 1P 2 1 0 1 1P . 4 4 1 0 1 0 0 1 1 2 . 5 3 0 0 1 0 0 1 1 12 .6 3 0 0 1 0 0 1 1 12.7 2 0 0 0 0 0 1 1 12. 8 1 0 0 0 0 0 1 0 13. 0 0 0 0 0 0 0 0 0 13.2 0 0 0 0 0 0 _ - 0 0 13. 4 0 0 0 0 0 0 0 0 13. 6 0 0 0 0 0 0 0 0 13. 8 0 0 0 0 0 0 0 0 14. 0 0 0 0 0 0 0 0 0 14. 3 0 0 0 0 0 0 0 0 14. 6 0 0 0 0 0 0 0 0 15. 0 0 0 0 0 0 0 0 0 15. 5 0 0 0 0 0 0 0 0 16 .0 0 0 0 0 0 0 0 0 16. 5 0 0 0 0 0 0 0 0 17 . 0 0 0 0 0 0 - 0 0 0 17. 5 0 0 0 0 0 0 0 0 18.0 0 0 0 0 0 0 0 0 - 19.0 0 0 0 0 0 0 0 0 0.0 01 0 0 0 0 0 0 0 . 0 0 - 0 0 0 0 0 0 0 .0 0 0 0 0 0 0 0 0 P - Peak Flow * - value (s) provided from TR-55 system routines TR-55 CURVE NUMBER COMPUTATION VERSION 1.11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS ubarea : DA-1 ----------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) --------------------------------------------------------------------------- FULLY "DEVELOPED URBAN AREAS (Veg Estab. ) Impervious Areas Paved parking lots , roofs , driveways - . 14 (98) Total Area (by Hydrologic Soil Group) . 14 ------------------------------------------------------------------------------ SUBAREA: DA-1 TOTAL DRAINAGE AREA: .14 Acres WEIGHTED CURVE NUMBER:98 ------------------------------------------------------------------------------- { TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle : PREDEVELOPMENT RUNOFF CALCULATIONS barea : DA-2 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75 - .11 (61) - - Impervious Areas Paved parking lots , roofs , driveways - . 05 (98) - - Total Area (by Hydrologic Soil Group) . 16 ------------------------------------------------------------------------------- SUBAREA: DA-2 TOTAL DRAINAGE AREA: .16 Acres WEIGHTED CURVE NUMBER:73 ------------------------------------------------------------------ ,i TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : PRESS SERVICES User: RMC Date : 10-08-90 County : HARTFORD State: CT Checked: Date : Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS barea : DA-3 --------------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Impervious Areas Paved parking lots , roofs , driveways - .3 (98) - - Total Area (by Hydrologic Soil Group) . 3 ------------------------------------------------------------------------------- SUBAREA: DA-3 TOTAL DRAINAGE AREA: . 3 Acres WEIGHTED CURVE NUMBER:98 ------------------------------------------------------------------------------- r t. TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS ubarea DA-4 ------------- ----------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - . 27 (61) - - Total Area (by Hydrologic Soil Group) . 27 ------------------------------------------------------------------------------- SUBAREA: DA-4 TOTAL DRAINAGE AREA: . 27 Acres WEIGHTED CURVE NUMBER:61 ------------------------------------------------------------------------------- TR-55 CURVE NUMBER COMPUTATION VERSION 1 .11 Project : PRESS SERVICES User: RMC Date : 10-08-90 County : HARTFORD State: CT Checked: Date: bti.tle: PREDEVELOPMENT RUNOFF CALCULATIONS barea : DA-5 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Impervious Areas Paved parking lots , roofs , driveways - . 05 (98) - - Total Area (by Hydrologic Soil Group) .05 ------------------------------------------------------------------------------- SUBAREA: DA-5 TOTAL DRAINAGE AREA: .05 Acres WEIGHTED CURVE NUMBER:98 TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date : Subtitle : PREDEVELOPMENT RUNOFF CALCULATIONS 0-1barea -DA-6 ------- --------------------------------------------------------------------- Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns ,parks etc. ) Good condition; grass cover > 7596 - . 54 (61) - - Impervious Areas Paved parking lots , roofs , driveways - . 09 (98) - - Total Area (by Hydrologic Soil Group) .63 -------------------------------------------------------------------------- ---- SUBAREA: DA-6 TOTAL DRAINAGE AREA: .63 Acres WEIGHTED CURVE NUMBER•66 ------------------------------------------------------------------------------- TR-55 CURVE NUMBER COMPUTATION VERSION 1 . 11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS ubarea : DA-7 ------------------------------------------------------------------------------ Hydrologic Soil Group COVER DESCRIPTION A B C D Acres (CN) ------------------------------------------------------------------------------- FULLY DEVELOPED URBAN AREAS (Veg Estab. ) Open space (Lawns,parks etc. ) Good condition; grass cover > 75% - . 45 (61) - - Total Area (by Hydrologic Soil Group) .45 ------------------------------------------------------------------------------- SUBAREA: DA-7 TOTAL DRAINAGE AREA: . 45 Acres WEIGHTED CURVE NUMBER:61 ------------------------------------------------------------------------------- TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State : CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS *----------------------------- Subarea #1 - DA-1 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3. 2 60 . 01 A 0 . 018 Shallow Concent 'd 100 .01 P 0 .014 Open Channel 70 5.0 0 . 004 Time of Concentration = 0 .04* Shallow Concent 'd 100 . 01 P 0 . 014 Open Channel 70 5.0 0 . 004 Travel Time = 0 . 02* ------------------------------ Subarea #2 -"DA-2 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 80 .04 F 0 . 151 Shallow Concent 'd 85 .007 P 0 .014 Open Channel • 135 5.0 0.007 Time of Concentration = 0 .17* hallow Concent 'd 85 .007 P 0.014 Jpen Channel 135 5.0 0 . 007 Travel Time = 0.02* ------------------------------ Subarea #3 - DA-3 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft)_ _.., (ft/ft) code (sq/ft) _ (ft)_ (ft/sec) (hr) ---------------------------------------------------------------------------=--- Sheet 3.2 30 .02 A 0.008 Shallow Concent'd 110 .02 P 0.011 Open Channel 50 5.0 0. 003 Time of Concentration= 0.02* Shallow Concent 'd 110 .02 P 0.011 Open Channel 50 _ _ 5.0 0.003 Travel Time = 0.01* - Generated for use by TABULAR method i TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1.11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle : PREDEVELOPMENT RUNOFF CALCULATIONS 0----------------------------- Subarea #4 - DA-4 ------------------------------ elow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 30 .1 F 0 .048 Shallow Concent 'd 170 . 02 P 0 .016 Open Channel 25 5. 0 0.001 Time of Concentration = 0 . 07y Shallow Concent 'd 170 . 02 P 0.016 Open Channel 25 5.0 0. 001 Travel Time = 0 . 02* ------------------------------ Subarea #5 - FDA-5 ------------------------------ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3. 2 25 .015 A 0 . 007 Shallow Concent 'd 45 .015 P 0.005 Open Channel 110 5 .0 0.006 Time of Concentration = 0 .02* hallow Concent 'd* 45 .015 P 0 . 005 open Channel 110 5.0 0 .006 Travel Time = 0. 01* ------------------------------ Subarea #6 - DA-6 ------------- ---------------- Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain_ (ft) (ft/ft) code _ _ __(sq/ft) (ft) (ft/sec) (hr) ------------------------------------------------------------------------------- Sheet 3.2 110 .03 F 0.218 Shallow Concent 'd 345 .01 U 0. 059 Open Channel 65 5.0 0.004 Time of Concentration = 0 .28* Shallow Concent 'd 345 .01 U 0.059 Open Channel 65 _ _ 5.0 0.004 Travel Time 0.06* ------------------------------ Subarea #7 - DA-7 ------------------------------ low Type 2 year Length Slope Surface n Area Wp Velocity Time ,\4irain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ------------------------------------ ----------------------------------------- Sheet 3.2 50 .01 F 0. 180 Shallow Concent 'd 200 .01 U 0. 034 Open Channel 480 5. 0 0.027 Time of Concentration = 0.24* r- 1 a n n n n�.._. - -. .-_.T r. n AI.� Open Channel 480 5 .0 0 .027 Travel Time = 0 .06* - Generated for use by TABULAR method TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERSION 1 .11 Project : PRESS SERVICES User: RMC Date: 10-08-90 County : HARTFORD State: CT Checked: Date: Subtitle: PREDEVELOPMENT RUNOFF CALCULATIONS --- Sheet Flow Surface Codes --- -- A Smooth Surface F Grass , Dense - Shallow Concentrated --- B Fallow (No Res. ) G Grass, Burmuda --- Surface Codes --- C Cultivated < 20 % Res . H Woods, Light P Paved D Cultivated > 20 % Res . I Woods , Dense U Unpaved E Grass-Range, Short * - Generated for use by TABULAR method t� nmTime in Pipe ! Sum of Al in System Accumulated Time �rAngtb of Pipe , ■ n mnn m mcity sell@ iiiiii��"iiii���� low, STA, CC6 STA. C 't I OFFSET O OFFSET srRuctuRS TYPE -24°- c.L° J Z. n --- -�a,o Zap OFGRATE ELEV. 'l3.� v -; rn -d 23, o DESIGN VJ.S. ELEV. -►Z.� 4 m - CUTLET -,TA,. - OUTLET T.W. EL._ V - o, 4 OuT LF-I EL. �F-L--2�- EL, -7o,,sEl -Iv41 EL. LEr�6TN its LEt16Z ra 1 s V SLOPE p SLOPE ,OO S • COZ S D INLET SIZE iRLST OUTLET C014TZOL µvJ='�-1+ ho-1 4 SIZE OUTLET Cor1TAOL la`s=1- +hc-�-S6 Q 3 CONTZCL 3 D CONTROL z S i c+D _ -� _o TY9E n H W H W 1C� }� d- d Zo TW hE, LS AW ° TYPE n a NW � H i d� Z TW Yb LS �'u v rC( C am+ D p S Fn �s � l S ,0�5 Z.(0 a�T• t?c� D12 . 3 ,375 ,8(00 .9zS g 2 .2- 1•So3 osr. © m 02 7 RcP C �> 1 3- STp OFFSET {� m STo, STRUCTURE 'TYPE OFFSET TOP OF GRATE ELEV. ELEV. � or . L m l EaGT N LEI GT IH -tt A _ - - St_opE SLOPE 3 ►NLEj o� LE CoNTP.DL Hv�= Ntho-LSO SIZE oNL E-TeoL ovTLES C04TRbL W+W= 1-1+ho-L.So �3 - size ca�tTQol. T T C NT 3 -z = T 4E k1WW Ke d� d ZD -�-� hb LS }}1�l TYPE n a tiW Ke dt dc�0 Tsd ho Ls N�1 z 0 BY DATE PROJECT PAGE OF Q l O 112-1 a e-ess CKD BY T 'P�P�Qr, zesle"'I \4S ao _ _0 + ,SCE �{. 2.°�(.0►2}Z�IIS'� 3,S} 2 Zo��,n12�Z( tiS� 49co2 CZS��.33 2�32.2> t;� 32St BY DATE PROJECT PAGE OF _7 'aCl col iZ��v �szEs s 5en c� S CKD BY � � o Igh 1,So3 H w = k Z.�,82�; CULVERT ANALYSIS VERSION 2 . 0 CURRENT DATE CURRENT TIME FILE NAME FILE DATE 10-12-19 08 : 6 : 1 PRESSPRE 0- - PERFORMANCE CURVE DISCHARGE RANGE OF FLOWS ANALYZED MINUMUM DISCHARGE (CFS) 0 DESIGN DISCHARGE (CFS) 3 MAXIMUM DISCHARGE (CFS) 5 ------------------------------------------------------------------------------- ,C , A -SITE DATA ; B - CULVERT SHAPE, MATERIAL, INLET iUi --------------------------- i -------------------------------- ------------ � 'Lit INLET OUTLET CULVERT; BARRELS SPAN - RISE MANN. INLET . ; ,V; ELEV. ELEV. LENGTH ; SHAPE N TYPE # 1 (FT) (FT) (FT) ; MATERIAL (FT) ------------------------- ; -- ---- --- ------ --------------------------- ; .t. ' '70.-30 - :69.90 30.00 ; 1 ._-'-RCP 1:25 W1.25 012 CONVENTIONAL; � 21 _ ; 3 ( 4 � , - -- - 151 1611 G. CURB_ I DATE CURRENT TIME FILE NAME FILE DATE -i' - : 5b : PRESSPRE10-12-90 CULVERT NUMBER: 1 CULVERT INVERT DATA INLET STATION (FT) 0. 00 INLET ELEVATION (FT) 70 . 30 OUTLET STATION (FT) 30.00 OUTLET ELEVATION (FT) 69 . 90 NUMBER OF BARRELS 1 . 00 SLOPE (V-FT/H-FT) 0 .0133 CULVERT LENGTH ALONG SLOPE (FT) 30 .00 BARREL SHAPE: CIRCULAR 1 .25 FT IN DIAMETER BARREL MATERIAL: WITH A MANNING' S N OF 0 .012 INLET TYPE: CONVENTIONAL INLET EDGE AND WALL: SQUARE EDGE WITH HEADWALL INLET DEPRESSION: NONE �iSTREAM CHANNEL 'CROSS-SECTION BOTTOM WIDTH (FT) 4 .00 SIDE SLOPE H/V :1 . -- - -0 .0- -- CHANNEL SLOPE V/H (FT/FT) 0.010 MANNING' S N ( .01-0 .1) 0 .015 CHANNEL INVERT ELEVATION "(FT) 69.90 CULVERT %701 OUTLET INVERT-"-ELEVATION AT - - - - " 3 CURRENT DATE CURRENT TIME FILE NAME FILE DATE -i9 08 : b6 : 51 PRESS 10-12-90 UNIFORM FLOW RATING CURVE FOR DOWNSTREAM CHANNEL FLOW W.S .E. FROUDE VEL. SHEAR (CFS) (FT) NO. (FPS) (PSF) 0 .00 69 .90 0 . 000 0 .00 0 . 00 0 . 50 69 .97 0 .000 1 .70 0.05 1.00 70 .01 0 .000 2.22 0 .07 1. 50 70 .04 0 . 000 2 .60 0 .09 2 . 00 70 .07 0 . 000 2 .90 0 .11 2. 50 70 .10 0 .000 3 .16 0 .12 3 . 00 70 .12 0 .000 3 .38 0 .14 3. 50 70.14 0 .000 3 .58 0.15 4.00 70 .17 0 . 000 3 .77 0 .�7 4. 50 70 .19 0 .000 3 .93 0.18 5.00 70 .21 0 . 000 4 .09 0 .19 SELECTED OVERTOPPING CREST .ROADWAY SURFACE: PAVED A ANKMENT TOP WIDTH (FT) : 30 .00 TANT ROADWAY ELEVATION PROFILE CREST- LENGTH (FT} OVERTOPPING CREST ELEVATION (FT) 73.90 5 CURRENT DATE CURRENT TIME FILE NAME FILE DATE 08 : b6 : bi PRESSPRE10-12-90 CULVERT # 1 PERFORMANCE CURVE FOR 1 BARREL (S) Q HWE TWE ICH OCH CCE FCE TCE VO (cfs) (ft) (ft) (ft) (ft) (ft) (ft) (ft) (fps) 0 70 .30 69 . 90 0 .00 -0 .40 -0 . 40 70 .30 0 . 00 0 .00 1 70 . 63 69 . 97 0 . 33 0 . 03 0 .03 0 .00 0 . 00 3 .79 1 70. 82 70 .01 0 . 52 0 .21 0 .21 0 .00 0 . 00 4.73 2 70 .97 70 . 04 0 . 67 0 .36 0 .36 0 .00 0 . 00 5 .06 2 71.11 70 .07 0 .81 0 . 49 0 .49 0 .00 0 . 00 5 .58 3 71.23 70 . 10 0 .93 0 .61 0 .61 0 .00 0 . 00 5 .20 3 71. 34 70 . 12 1 .04 0 .72 0 .72 0 .00 0 . 00 5. 53 a 71. 45 70 . 14 1 .15 0 . 83 0 . 83 0 .00 0 . 00 5 . 88 4 71 . 56 70 . 17 1 .26 0 . 94 0 .94 0 .00 0 .00 6 .10 5 71.67 70 .19 ..1.37 1 .04 ; 1.04 0 .00 0 . 00 6 .35 5 71 .80 70 .21 1 . 50 1.15 1.15 0 .00 0 . 00 6.47 -=----------------------------------------------------------------------------- ------------------------------------------------------------------------------- SUMMARY OF ITERATIVE SOLUTION ERRORS FILE: PRESSPRE DATE: 10-12-90 ------------------------------------------------------------------------------- HEAD HEAD TOTAL FLOW °s FLOW ELEV (FT) ERROR(FT) FLOW(CFS) ERROR (CFS) ERROR 70. 30 0 .00 0 0 0 .00 70 .6363 0 .00 1 0 0 .00 70 . 82 0 .00 1 0 0 .00 70 . 97 0 .00 2 0 0 .00 71 . 11 0 . 00 2 0 0 .00 _. _71 . 2 3 0 .00 _._- 3 0 _ 0 .00 71.34 0.00 3 0 0 .00 71. 45 0 .00 4 0 0.00 71. 56 0 .00 4 0 0.00 71 :67 _ 0.00 - 5 :._ .0 0 .00 71 . 80 0 .00 5 0 = 0.00 ------------------------------------------------------------------------------- 4 CURRENT DATE CURRENT TIME FILE NAME FILE DATE - L P E S E ------------------------------------------------------------------------------- SUMMARY OF CULVERT FLOWS (CFS) FILE: PRESSPRE DATE: 10-12-90 ------------------------------------------------------------------------------- ELEV (FT) TOTAL 1 2 3 4 5 6 OVERTOP ITER 70 . 30 0 0 0 0 0 0 0 0 0 70 .63 1 1 0 0 0 0 0 0 2 70. 82 1 1 0 0 0 0 0 0 2- 70 .97 2 2 0 0 0 0 0 0 2 71 .11 2 2 0 0 0 0 0 0 2 71 . 23 3 3 0 0 0 0 0 0 2 71 .34 3 3 0 0 0 0 0 0 2, 71.45 4 4 0 0 0 0 0 0 2 71. 56 4 4 0 0 0 0 0 0 2 71.67 5 5 0 0 0 0 0 0 2 71 . 80 5 5 0 0 0 0 0 0 2 ,11,, 1 I 1 ,I II I'11 1 11� IIM I 1 1 11, ,11 `11 I I II �'�4,,I I11, '. - I IIII 1 1 l l 1 IUI � I II I l ll l l 111,I nl,Iln,l t IIIII II'I p1I ''Il II II I,1 ul, 11 I l,pl' III I x IIIII{'811111,1INIIII lIG►11��II,,III. 1l1' �!Il ltll��IIh IIIIIII �II�N IIIlllbII'�IIII'NI'1111!11 IIIII Illl 1I111I111!II II 111,�'l�lllIll!ll'!III�'��P 111. 111111111!d IIIIIIIIII 111 lll!d II ..Ii,.I;��pNllll I.Iia 1��,11,411, III [lill 1111114NIIIM111111111114Y1111111111'INIIIx11111111111411N11411 IIIIIIINIIIIIIIIII IIN IIIIIII I111 II u Z III IIIII II Irl�l Ixmilll l I 1 h 4 tl l wu l u m nuulluu4Nlnn4nupunuunnunup4M4M4u4uIx4M.N44u... i.u444N1,Nnnxnununl,lnuuu44...... inuin uu1,4n4u4u4x41,nn4nu4uxuyMNu4nnunu,4444xullxu.I ...........,wlluNl441.41,441N44N4a144N4m4NNml,4n„41...... n n i i ' ;i.. 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IIC IIII � � 1 _ I I 1 I 11 IIII I 1111114411Nu11111111111111Nlllllld411111111111N14dIn1N1111NIN11111 I I M n1 uuuxmnun11M4unnnnnl111unnl1lunuhdlYuluuuumx unxanMnuulun4uuuMuuLMnmuMMldMYnnMMnu nnnnunuu4lLnnunnuuuNl4uuuunMuulnuMnlu4Nw NNNI unnx4duuunu4unudnunMuwnullunMllllluuu I mnuwnnluununn4unduuuu,.l nnednn I„unl�,u MNI i I , III I IIII I Il U IIII � •'IIIII II IIIIIII II�,II II Ill 1p ' i 1 � 'III'III III Illll II°i Illull 1 , I I uL I'1 II I"6'"'I I' I"L I NI,INII II q I' Il II{,,,I;.II°Il b°I111'lll'I I III II II I III IIII II yxnl,l II, l y 1 'i II 1 I 'INI L I 161Ii I ud II Ld I I II d Np l 4N1 Ii i IIIII ill�l"Il dllb ; ( _ 1 ( 1 1 1 II it 1 Ill)I N I 1 III I'I '' II I''I 'I III I . x x � h Ill, II'IIIII:1111111�IIIIL'�III11iIllli°II IIII Ill IIIIIII'li I III 111111111 NI 11111111 I { i 282 Old County Road Windsor Locks, Ct . 06096 (203) 623-7815 October 4, 1990 Borghesi Building and Engineering, Co. , Inc OCT10 1990 . 2155 East Main Street Torrington, Ct. 06790 BORGHESi BUILDING & ENGINEERING CO. RE: Press Services, Inc Nutmeg Road South South Windsor, Ct. Dear Sirs: On September 23, 1990, I examined the above referenced site for the presence of inland wetlands as defined by the Inland Wetlands and Watercourses Act of 1972. This examination consisted of digging holes with a spade and auger in the location of the proposed addition. Soils on site were classified as the moderately well drained Ninigret fine sandy loams. No wetland. soils were found. If you should have any questions on the information presented in this letter, please call me at your convenience. Sincerely, Michael F. Gragnolati Certified Soil Scientist AMLa t October 26, 1990 Eugene & Berry Mazo 279 Nutmeg Road South South Windsor, Connecticut 06074 REFERENCE: PRESS SERVICES '- SOUTH WINDSOR, CONNECTICUT 1 i Dear Eugene and Berry: In accordance with Artical 6.3B of the Town of South Windsor Inland Wetlands, Water Course and Conservation Commission regulations. We are hereby notifying you that an application has been filed for property which abutts your property and is subject to a 'nearing by the Inland Wetlands, Water Course and Conservation Commission. This application is tentatively scheduled for November 19, 1990. For more information, please contact the Town of South Windsor Planning Department at 644-2511 . Very truly yours, BOR HESJT BUIILDING,A ENGINEERING COMPANY, INC. Christ er Esep Pro" t Devel Engineer CE:mlp ENGINEERS - DESIGNERS • CONTRACTORS 2155 East Main Street Torrington,Connecticut 06790 203-482-7613 OF October 26, 1990 , i Susan Peterson 55 Sharren Lane Enfield, Connecticut 06082 REFERENCE: PRESS SERVICES SOUTH WINDSOR, CONNECTICUT Dear Ms. Peterson: In accordance with Artical 6.3B of the Town of South Windsor Inland Wetlands, Water Course and Conservation Commission regulations. We are hereby notifying you that an application has been filed for property which abutts your `property and is subject to a hearing. by the Inland Wetlands, Water Course and Conservation Commission. This application is tentatively scheduled for November 19, 1990. For more information, please contact the Town of South Windsor Planning Department at 644-2511. Very truly yours, BORGHESI BUILDING & ENGINEERING COMPANY, INC. Cnristop �r Eseppi Project evelopmen Engineer CE:mlp ENGINEERS • DESIGNERS • CONTRACTORS 2155 East Main Street Torrington,Connecticut 05790 203-482-7613 ABUTTERS PRESS SERVICES 223 Nutmeg Road South N/F Susan Peterson 55 Sharren Lane Enfield, CT. 06082 279 Nutmeg Road South N/F Eugene & Berry Mazo 279 Nutmeg Road South South Windosr, CT. 06074 � n O-Psaum ?&7� w� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 rNdsoR•CoN� AREA CODE 203/644-2511 October 29, 1990 TO: James A. Lombardi, Chairman, Inland Wetlands Agency/Conservation Commission FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer RE: Application #90-69P, Press Services Addition DOCUMENTS REVIEWED: Application form, plans for Press Services, and letter from Michael F. Gragnolati, Soil Scientist COMMENTS: 1 . This application is for conservation plan approval to construct a 8,400 sq.ft. addition. The original site work and building construction was approved by the IWA/CC on April. 14, 1986 (application #382) . 2 . The application form indicates that abutting property owners were not notified by certified mail that an application is pending before the Agency. I contacted Borghesi Bldg. and Engr. Co. , Inc. and told them that this must be done and they should submit the proof of notification. 3 . Michael F. Gragnolati, Soil Scientist did a field examination of the site and "no wetland soils were found" . A copy of his report has been submitted. A note on SP-2 states, "site contains no wetlands nor is the site within a 100 year flood plain" . Michael F. Gragnolati, Soil Scientist should be referenced in this note with regard to no wetland soils being found. 4 . The plans submitted are at the scale of 1" to 20, and one foot contours have been shown. 5 . The area of the proposed building addition is currently an established lawn. No trees will be cut for the addition. 6 . Sheet SP-2 shows the common symbol used for an intermittent watercourse running across the property and down to the existing inlet to the storm drainage system. In the field there is no defined channel indicating that this exists. t James A. Lombardi Page Two October 29, 1990 Application #90-69P 7 . The soil erosion and sediment control plans appears adequate for the activity proposed on this site. A note should be added to indicate that the existing parking lot will be swept as necessary to eliminate tracking of materials onto Nutmeg Road South. 8 . The storm water will drain towards and into the existing drainage basin designed for the entire area. A copy of the drainage study should be submitted. IF APPROVAL IS CONSIDERED, SUGGEST APPROVAL CONDITIONS INCLUDE: 1 . Michael F. Gragnolati, Soil Scientist shall be referenced on sheet SP-2 with regard to the finding of no wetlands on this "site. 2 . A note shall be added to indicate that the existing parking lot will be swept as necessary to eliminate tracking of materials onto Nutmeg Road South. 99 p s 40r 14 I .tcT• 3 4.Dr+�s .car• �`�� . PeoPo�o t��.t5 td*AO SITE ,MY•MAP S[A�crE DATA. BLOC 00 X�s'T►�1C,, i zoNE =p 2 �oT eaen. 40,coo 4 • 8�,Ito b�, Ito M bu��o►aG AAA 12,000 20,4i� <0w N 4 O-P s-OutA ?A 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 �~osoR•co�'� AREA CODE 203/644-2511 November 20, 1990 Christopher Eseppi Borghesi Building & Engineering Co. , Inc. 2155 East Main Street Torrington, CT 06790 Dear Mr. Eseppi: Re: Application #90-69P - Press Services Addition At the November 19, 1990 meeting, the Inland Wetlands Agency/Conservation Commission approved with conditions Application #90-69P - conservation plan approval for the construction of an addition on property located on the westerly side of Nutmeg Road South, IP zone, as shown on plans prepared by Borghesi Building & Engineering Co. , Inc. , dated October 11, 1990 and revised November 16, 1990 . 1 . Two blueprint copies of the entire set of plans and this letter reproduced thereon, must be submitted to this Commission to be stamped and signed. This must be completed within 65 days of approval and prior to any construction activity on the site. 2 . Construction activities shall be subject to the approval of the Town Engineer. 3. The application shall indemnify and hold harmless the Town of South Windsor against any liability which might result from the proposed operation or use. 4 . The permit is valid for one year and shall expire on November 19, 1991. 5 . All approvals required must be obtained and submitted prior to any activity on the site. 6 . A contact person shall be identified directly on the plans. 7 . We recommend a bond in the amount of $1,000 .00 to be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures . Mr. Christopher Eseppi Page Two November 19, 1990 Application #90-69P B . Remove the symbol, from the final plans, indicating an intermittent watercourse on the property. Very truly yours, James A. Lombardi, Chairman, IWA/CC JAL/p �'�� 2 cc: Jerry C. Iazzetta, Town Engineer Marcia A. Banach, Director of Planning John R. Collins, Chief Building Official Planning & Zoning Commission - _ ��o•NN Sf�`� 7 C � U 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 JIOSOR,co AREA CODE 203/644-2511 December 3, 1990 CERTIFIED MAIL Borghesi Bldg. & Engr. Co. , Inc. 2155 East Main Street Torrington, CT 06790 Attn: Chris Esseppi Dear Chris: Re: Application #90-69P, Press Services, Site Plan of Development, 255 Nutmeg Road, South Windsor IP zone. We are pleased to advise that the Planning and Zoning Commission voted on November 27, 1990 to approve the above-referenced application for a site plan development in accordance with drawings No. SP1-5 dated October 5, 1990 (revised 11/16/90) prepared by Borghesi Building and Engineering. 1 . Prior to commencement of any site work, a meeting must be held with Town Staff. 2 . No building permits will be issued until the final mylars have been filed in the Town Clerk's Office. 3 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including a bond in the amount of $1,000 . 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 4 .13 .10 of the Zoning Regulations . ! 5 . Footing drains are required if the building has a basement. 6 . A landscape bond in the amount of $2,500 is required and must be submitted prior to filing of mylars . 7 . All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 8 . Key map must identify all property owners within 500 feet of the property. Borghesi Building & Engineering, Co. , Inc. December 3, 1990 Page Two 9 . Driveway cuts must be shown on the surrounding property. 10. Grantor/Grantee of the sanitary easement must be identified. 11 . Building must be tied to the boundary line with L.S. Certification (A-2) . 12. Map must indicate monument coordinates and datum. 13 . Existing sanitary lateral needs to be shown. 14 . Riprap should be placed at the existing inlet near the southwest corner of the property. 15 . Storm pipe from existing catch basin going under the addition must be clarified. 16 . The 2:1 slope shown within sewer easement is unacceptable because maintenance vehicles cannot utilize the easement. Resolution of this slope must be agreed upon by the Engineering Department. Black and white transparent mylars, of Sheets #1 and #2 with the above modifications, together with four blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, as well as the Inland Wetlands Agency/Conservation Commission, must be reproduced on the mylars . After the mylars have been signed by the Commission, they will be returned to you for filing in the Office of the Town Clerk within 90 days . After filing these plans, a copy of the receipt must be submitted to the Planning Department. Very truly yours, THE PLANNING AND ZONING COMMISSION Louise C. Evans Chairman cc: �nland Wetlands Agency/Conservation Commission M. Banach, Planning Director J. Collins, Chief Building Official J. Iazzetta, Town Engineer F. Shaw, Supt. of Pollution Control E. Belleville, Assessor W. Lanning, Fire Marshal e � ap Saa& CW%n� U 1540 SULLIVAN AVENUE • SOUTH WINDSOR. CONN. 06074 AREA CODE 203/644-2511 August 15, 1991 Christopher Eseppi Borghesi Building & Engineering Company 2155 East Main Street Torrington, CT 06790 Dear Mr. Eseppi: Re: Application #90-69P, Press Services Addition r This is a reminder that the permit with the Inland Wetlands Agency/Conservation Commission, Application #90-69P will expire on November 19, 1991 . If you plan tc� extend your project beyond the above expiration date, the Agency requires a letter requesting an extension with a fee of $25 . 00 . Letters requesting extensions shall; 1)include a reference to the documentation and record of the original applications, 2) state the reasons why the authorized activities were not initiated or completed within the time specified in the permit, and 3) describe any changes in facts or circumstances involved with or affecting wetlands or watercourses or the property for which the permit was received. This shall be submitted 65 days prior to the expiration of the permit. In the event that you are requesting an extension, Section 4.13.6 of -.he Zoning Regulations establishes the process for monitoring thy.:; approved conservation plan. Per that regulation, a progress report is required from the applicant's engineer verifying that erosion and sedimentation control measures have been installed and maintained in accordance with the approved conservation plan. A copy of the regulation is enclosed. This verification report shall also be submitted 65 days prior to expiration date of the permit to allow time for the Commissioners to evaluate your project controls . If work has been finished or will be finished by the expiration date, please have an engineer send a letter stating work is completed according to the approved plan. If you have any questions call me or John E. McCahill, Zoning/Wetlands Enforcement Officer at 644-2511 . Very�t Wly yours, r �--Rhfll s � ann Recordi ,Secretary, IWA/CC August 27, 1991 AUG w9 1991 South Windsor INLAND WETLANDS AGENCYr Town of South Windsor CONSERVATION COMMISSION 1540 Sullivan Avenue 4I South Windsor, Connecticut r 06074 t ATTENTION: JOHN E. MCCAHILL ZONING/WETLANDS ENFORCEMENT OFFICER REFERENCE: INLANDS WETLANDS AGENCY/CONSERVATION COMMISSION APPLICATION 090-69P PRESS SERVICES ADDITION Dear Sir: This letter will serve as a notice of completion of the approved construction work for the Press Services addition. • All work has been completed according to the approved plan and no extension is necessary. If you have any questions, or require additional information, please feel free to contact me. Very truly yours, LBORGHZEBILDING & ENGINEERING COMPANY, INC. i stopher," seppi Project velopment E gineer CE:mlp {�1 V ENGINEERS • DESIGNERS • CONTRACTORS 2155 East Main Street Torrington,Connecticut 06790 203-482-7613 OCT ;�'j 1991 South Windsor INLAND WETLANDS AGENCY( CONSERVATION COMMISSION Dorothy Lamberg 90 Gorski Drive South Windsor, CT 06074 October 28, 1991 Betty Warren, Chairperson, IWA/CC South Windsor Town Hall 1540 Sullivan Avenue South Windsor, CT 06074 Dear Ms. Warren: This letter is a request for release of the $1,000.00 bond, which is being held by the Town of South Windsor, for erosion and soil control on the addition at 255 Nutmeg Road South, South Windsor, CT.. The addition is now complete and a C.O. has been issued. The bond was put both in my name and the Town of South Windsor, so please release it directly to me. CBT originally issued the bond which is now Fleet Bank, Route #5, South Windsor, CT. Please contact me should there be any questions concerning this release. Thank you. Sincerely, L!%Lzt, Dorot Lamberg 528- 523 dl774 ' �L 4�WN Sf 70u� 0-)e we 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 .CO AREA CODE 203/644-2511 MEMORANDUM November 12, 1991 TO: Inland Wetlands Agency/Conservation Commission FROM: John E. McCahill, Zoning/Wetlands Enforcement Officer RE: BOND REDUCTIONS/RELEASES The recommended bond reductions are listing below: APPL. SITE PRESENT BOND RECOMMENDED REMAINING AMOUNT BOND REDUCTION BOND BALANCE #90-69P Press Services $1,000.00 $1,000.00 - 0 - Pmm } G � a 1540 SULLIVAN AVENUE SOUTH WINDSOR. CONN. 06074 Soe•co� AREA CODE 203/644-2511 November 19 1991 Planning & Zoning Commission 1540 Sullivan Avenue South Windsor, CT 06074 Dear Madam/Sir: Re: Bonds At the November 18, 1991 meeting of the Inland Wetlands Agency/ Conservation Commission, it was voted to release the following bonds: Application #90-69P, Press Services in the amount of $1, 000 . 00 Very truly yours, Elizabeth A. Warren, Chairperson IWA/CC EAW/pmm cc: Director of Planning Town Engineer Ass 't Planner/Analyst