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01-28P Willowbrook Special Exception
PLANNIIN PLIZONI}1TG COMMISSION v CATION FORM Application No: RECEIVE® Official Receipt Date: - ''� - ► �� ;;i j`_� Receipt No: U U N 2 1 2 n n i I; APPLICANT: South Windsor Golf llCourse, LLC c/o TOUT WIINDSOR PLANNING DEPT. Top stone Golf Course ADDRESS: 516A Griffin Rd. , South Windsor CT 06074 OWNER OF RECORD ON LAND RECORDS: Mar B. Shepard ADDRESS: 695 Main St. , S. Windsor, CT 06074 COMPLETE LOCATION OF PROPERTY: Brookfield St. (south of Greenfield) ASSESSOR'S MAP# 124 PARCEL iv 77 ZONE RR NAME, ADDRESS, TEL& FAX# OF PERSON TO WHOM INQUIRIES SHOULD BE DIRE John J. Kelle CTED: y, Topstone Golf Course, 516A Griffin Rd. , S.Windsor, CT 06074 1-860-648-4653 (Topstone) ; 1 -860-648-0155 (FAX) THIS APPLICATION IS FOR: (Check all that apply): ❑ Zone Change to (Public Hearing required and Certified letter to abutters ❑ Subdivision/Resubdivision Subdivision required) ❑ Open Space Subdivision (Public Hearing Required) ❑ ❑Minor ❑ Major ❑ Resubdivision (Public Hearing Required) ❑ Minor❑ ❑ Major Conditional Approval Special Exception to Article Site Plan of Development (Public Hearing, Certified letter to abutters required) (� ❑ General Plan of Development ❑ Earth Fang (Sec. 15) and/or Earth Removal (Sec. 14 - Public Hearing required ❑ Regulation Amendment: ElZonin ) g ❑ Subdivision (Attach proposed amendment) Temporary and Conditional Permit for ❑ Major Home Occupation for ❑ Other (explain in detail) An Application Pending sign is required to be posted on the roe for all Prior to being heard by the Commison applications ten (10) days 3igna a of p 0 e Signatur of Property Owne (See reverse side for additional information) EXHIBIT A A certain piece or parcel of land shown as "Drainage Easement to be Deeded to the Town of South Windsor"on a map or plan entitled"PLAN SHOWING Property& Easements to be Deeded to THE TOWN OF SOUTH WINDSOR Morgan Farms Drive South Windsor. Conn. Reino E.Hyyppa& Associates Civil Engineers and Land Surveyors 124 Hebron Avenue Glastonbury, Conn. 06033 Scale 1"=40' Date 12-06-01 Map No. 19-01-1 B". and which piece or parcel of land is more particularly bounded and described as follows: commencing at a point which is located in the westerly street line of Morgan Farms DriN,e, thence curving to the left a radius of 50.00 feet for a distance of 5.56 feet to a point, thence running along a curve to the right having a radius of 25.00 feet for a distance of 30.77 feet to a monument; thence running S 21 13' 29" W a distance of 4.29 feet to a monument, thence running N 68 46' 11" W along the property n/f of Ketaineck, n/f Tarascio, and n/f of South Windsor,partly by each, a distance of 640.00 feet(total) to a point in the southwest corner of said Easement Property; thence running N 21 I Y 49- E a distance of 70.00 feet along property n/f of MBS Graham LLC to a point; thence running S 68 46' 11" E a distance of 130.00 feet along property n/f MBS Graham LLC; thence running S 52 37' 41" E a distance of 143.88 feet along property n/f MBS Graham LLC; thence running S 68 46' 11"E a distance of 350.00 feet along property n/f MBS Graham LLC to the point and place of beginning. EXHIBIT A A certain piece or parcel of land shown as "Sanitary Sewer Easement to Be Deeded to the Town of South Windsor" on a map or plan entitled ""PLAN SHOWING Property& Easements to be Deeded to THE TOWN OF SOUTH WINDSOR Morgan Farms Drive South Windsor, Conn. Reino E.Hyyppa&Associates Civil Engineers and Land Surveyors 124 Hebron Avenue Glastonbury, Conn. 06033 Scale 1"=40' Date 12- 06-01 Map No. 19-01-1 B", which piece or parcel of land is more particularly bounded and described as follows: commencing at a point which is located in the northwesterly corner of land n/f of Tarascio as shown on said map, thence running N 16 59'47"E a distance of 41.69 feet to a point; thence running N 73 00' 13"E a distance of 20 feet to a point; thence running S 16 59' 47" E a distance of 57.44 feet to a point; thence running N 68 46'11" W a distance of 25.46 feet to a monument which is the point and place of beginning. sewer.doc STANDARD APPROVAL MODIFICATIONS FOR SITE PLAN .I PROJECT APPL. # ENGINEER/ARCHITECT PROD. # ❑ 1. Prior to commencement of any site work, a meeting must be held with Town Staff. C;D2. No building permit 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 J pp Inland Wetlands Agency/Conservation Commission, including a bond in the amount of ❑ 4. An an-built plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. ❑ 5. Footing drains are required if the building has a basement. ❑ 6. A landscape bond in the amount ,of $ is required and must be submitted prior to filing of m-ylars. n1 plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. ❑ 8. WPCA approval is required. ❑ 9. If a State Traffic Commission certificate is required, no building permits will be issued until the certificate has been issued (per CGS §14-311). ❑ 10. The building street number must be placed on the final plan. s DRAINAGE REPORT WILLOWBROOK GOLF COURSE Reino E. Hyyppa&Associates,Inc. 124 Hebron Avenue Glastonbury, CT 06033 DRAINAGE REPORT WILLOWBROOK GOLF COURSE The subject site is a vacant parcel of land approximately 85 acres in size which is partially being used as farm land. There are a number of wetlands on the site,two drainage channels which discharge stormwater from abutting residential development and the Podunk River which traverses the site in a north-south direction. The proposed project consists of constructing a Par 60 golf course, clubhouse,parking lot and amenities. A drainage analysis was done of the site to evaluate the proposed impact using the SCS TR-55 Methodology: In the process of preparing this analysis, it became quickly apparent that the proposed project reduces the runoff from the site. Under existing conditions with the site being farmed,the average runoff coefficient(CN) is greater than the proposed. A review of the drainage Travel Time also indicates that the"Before"Condition is greater than the"After". This means that the proposed runoff for any storm event will be less after the golf course is built than it is now. A storm sewer system has been designed for the parking lot. In order to help cleanse the runoff, the water will be discharged into a "biofilter" prior to "sheet flowing" overland into a wetlands which is located approximately 200 feet west of the Podunk River. 19-Old 5c�rt-- sari S Ac, Ae- t',43 tip �'Yt, ��n cv®cam� � �r �� �"s". `h t Q� �<°• S /✓� G Q Y14a y` 2 n lacy-� -1, Ac- ' 30 - Cv E Cv14rvalad CA-� 1t Are-_ 72- 79 -77 Ae- 6,14-ivu t" CR) y A-c- psi 3 a y y(7 cos` Sol i- 2-0 A-) } old O-A) 3 _ e 77 ev Zo y67 7yl�z c�2o v t� 74 29A (A--c.) # 3 lt�o�sa Q ev r c- A CR, 13� A-c- 7 4 2_ e 7Z F7 __rya 1 S-7 F 7�6:3'6 PZf� V 7 0 So,e_ spa t_ Q-r V t C9 VA r 1,1x 1 o&-As (A) l d e 3 0 3 0° C TD, 1 A,- 77 1 -7 i� eou A v � Grp ! 4tve,. lDv et lAa-o-4%) �.a} ' �vo-✓/ fit► �v c��,�-�� � �U (✓epic c— Ra u; `I, (2,1 vim. Fps �cr ti 3 1 D� e-1 i s �f 1: Quick TR---55 Ve-rsi on 5 .30 S/W 1240530096 '> > > > > GRAPHICAL. PEAK DISCHARGE METHOD < < { { { WILL OWBROOK GOLF COURSE BEFORE DEVELOPMENT-WEST OF RIVER CALCULATED DISK FILE : 1901WB GPD Drainage Area ( acres ) 20 ---> 0 .0313 sq .mi . Runoff Curve Number ( CN ) 68 Time of ConCentration ,Tc ( hrs ) 0 .2 Rainfall Distribution ( Type ) III Pend and Swamp Areas ( -- ) 0 - - > 0 .0 acres Storm #1 Storm #2 Storm #3 Frequency ( years ) 10 Rairifa1 .1.. , P , 24-hr ( in ) 4 ..7 Initial Abstraction , Ia ( in } 0 .941. 0 .941. 0 .941 Ia/p Ratio 0 .200 0 .000 0 .000 Unit Discharge , * qu ( csm/in ) 527 0 0 Runoff , . ( in ) 1 .67 0 .00 0 .00 Pond & Swamp Adjustment Factor 1 .00 1 .00 1 .00 PEAK DISCHARGE . qp ( cfs ) 27 0 0 Summary of Computations for qu ------------------------------ Ia/p #1 0 . 100 0 .000 0 .000 c0 #1 2 .473 0 .000 0 .000 C1 #1 -0 .518 0 .000 0 .000 C2 #1 -0 .171 0 .000 0 .000 qu ( csm ) #1 565 .082 0 .000 0 .000 Ia/p #2 0 .300 0 .000 0 .000 Co #2 2 .396 0 .000 0 .000 C1 #2 --0 .512 0 .000 0 .000 C2 #2 -0 . 1.32 0 .000 0 .000 qu ( csm ) #2 489 .167 0 .000 0 .000 qu ( csm ) 527 0 0 * Interpolated for computed Ia/p ratio ( between Ia/p #1 Ia/p #2 ) If computed Ia/p exceeds Ia/p limits , bounding limit for Ia/p is used . 2 log( qu ) = c0 + ( C1 * lag( Tc } } + ( C2 ( log( Tc ) ) ) qp ( cfs ) = qu( csm ) * Area( sq .mi . ) Q( in . } * ( Pond & Swamp Adj . ) Quick TR--55 Version: 5 .30 S/N 1240530096 > > > > > GRAPHICAL PEAK DISCHARGE. METHOD < < < < < WIL LOWBROOK GOLF COURSE AFTER DEVELOPMENT-WEST OF RIVER CALCULATED DISK FILE: 1901WA GPD Drainage Area ( acres ) 20 ---w-> 0 .0313 sq .mi . Runoff Curve Plumber ( CPS# ) 56 Time of Concentration ,Tc ( hrs ) 0 .3 Rainfall Distribution ( Type ) III Pond and Swamp Areas ( a ) 0 ---> 0 .0 acre: Storm #1. Storm #2 Storm #3 Frequency ( years ) 10 Rainfall , P , 24-hr ( in ) 4 .7 Initial Abstraction ,. la ( in ) 1 .571 1 .571 1 .571 Ia./P Ratio 0 .334 0 .000 0 .000 Unit Discharge , .,, qu ( csm/S n ) 395 0 0 Runoff , O ( in ) 0 .89 0 .00 0 .00 Pond & Swamp Adjustment Factor 1 .00 1 .00 1 .00 PEAK DISCHARGE , qp ( cfs ) 11 0 0 Summary of Computations for qu ------------------------------ Ia/P #1 0 .300 0 .000 0 .000 CO #1 2 .396 0 .000 0 .000 C1 #1 -0 .512 0 .000 0 .000 C2 #1 -0 .132 0 .000 0 .000 qu ( csm ) #1 424 .417 0 .000 0 .000 Ia/P #2 0 .350 0 .000 0 .000 CO 42 2 .355 0 .000 0 .000 C1. #2 --0 .497 0 .000 0 .000 C2 #2 -0 .120 0 .000 0 .000 qu ( csm ) #2 381 .994 0 .000 0 .000 qu ( csm ) 395 0 0 Interpolated for computed Ia/p ratio ( between Ia/p #1 & Ia/p #2 ) If computed Ia/p exceed: Ia/p limits , bounding limit for Ia/P is used . 2 log( qu ) = CO + ( C1. * log( To ) -+• ( C2 * ( log( To ) ) ) qp ( cfs ) =- qu( csm ) * Area( sq .mi . ) 0( i.n . ) * ( Pond & Swamp Adj . ) Quick I-R-_55 Version : 5 .:30 1240S300`6 > > > > > GRAPHICAL PEAK DISCHARGE METHOD < < < < < WILLOWBROOK GULF COURSE BLE',_..L�)RE DEVELOPMENT-EAST OF RIVER CALCULATED GPD DISK RILE. : 1901EE GPD Drainage Area ( acres .) 69 -_ > 0 . 1078 sq .mi . Runoff Curve Number (Cry ) 65 -" Time of Concentration jo ( hrs ) 0 .4 Rainfall Distribution ( Type ) III Pond and Swamp Areas ( a ) 0 - ) 0 .0 acre Storm 41,1. Storm #2 Storm #3 Frequenc:, ( years ) 10 Re,.:i. n-f=a1 ] , P , 24--hr ( i n l 4 .7 Init"t.a1 Abstr'actiorl .. la ( in ) 1_077 1 .077 1. .077 !8/P Ratio 0 .229 0 .000 0 .000 Unit. Discharge , * qu ( csm/in ) 404 0 0 Runoff , 0 ( in ) 1 .4E 0 .00 0 .00 Pond &, Swamp Ad._ustment Factor 1 .00 1 .00 1 .00 34, PEAK DISCHARGE , qp ( cfs ) PT-1 0 0 Summary of Computations for qu ---------------------------------- I a/p #1 0 .1.00 0 .000 0 .000 CO #1 2 .473 0 .000 0 .000 C1 #1 -0 .518 0 .000 0 .000 C2 #1 -0 .171 0 .000 0 .000 qu ( csm ) #1 449 .202 0 .000 0 .000 Ia/p #2 0 .300 0 .000 0 .000 Co #2 2 .396 0 .000 0 .000 C1 #2 ---0 .512 0 .000 0 .000 C2 #2 --0 .1.32 0 .000 0 .000 qu ( csm ) #2 379 .366 0 .000 0 .000 = qU csm ) 404 0 0 Interpolated for computed Ia/p ratio ( between Ia/p #1 & Ia/p #2 ) If computed Ia/p exceeds Ia/p limits , bounding limit. for Ia/p is used . 2 l og( qu ) - CO + ( C1 * loci( Tc ) ) + ( C2 A: T"c- ) ) ) pp ( efs qu( csm ) * Area( sq .mi C)( i n :. Pond & Swamp Adj . ) Quick TR. 55 Version" 5 .30 S/N ' 1,240530096 > > > > > GRAPHICAL PEAK DISCHARGE METHOD < < < < < WILLOWBROOK GOLF COURSE AFTER DEVELOPMENT-EAST OF RIVER === CALCULATED DISK FILE. 1.901EA GPD Drainage Area ( acres ) 69 -•--_> 0 . 1078 sq .mi . Runoff Curve Number ( CN ) 64 Time of Concentration ,Tc ( hrs ) 0 .5 r Rainfall Distribution ( Type ) III Pond and Swamp Areas 0 - > 0 .0 acres Storm #1 Storm #2 Storm #3 Fi- quency ( years ) 10 Rainfall , P , 24--her ( in ) 4 .7 Initial Abstraction . Ia ( in ) 1 . 125 1 . 125 1 , 125 Ia/p Ratio 0 .239 0 .000 0 ..000 Un .t Discharge , * qu ( csm/in ) 365 0 0 Runoff , Cl ( in ) 1 .39 0 ,00 0 .00 "?- Pond & Sviamp Adjustment Factor 1 .00 1 .00 1 .00 PEAK DISCHARGE , qp ( cfs ) � 55 0 0 Summary of Computations for qu ..,_..,______-_w._____-____--_--_-_ Ia/p #1 0 . 100 0 .000 0 .000 CO #1 2 .473 0 .000 0 .000 C1 #1 -0 .518 0 .000 0 .000 C2 #1 -0 .171 0 .000 0 .000 qu ( csm ) #1 410 .930 0 .000 0 .000 Ia/p #2 0 .300 0 .000 0 .000 CO #2 2 .396 0 .000 0 .000 C1. #2 -0 .512 0 .000 0 .000 C2 #2 ---0 „132 0 .000 0 .000 qu ( csm ) #2 345 .470 0 .000 0 .000 * qu ( csm ) 365 0 0 * Interpolated for computed Ia/p ratio ( between Ia/p #1 Ia/p #2 ) If computed Ia/p exceeds Ia/p .limits , bounding Limit for Ia/p is used . 2 log( qu ) CO + ( C1. * log( Tc ) ) + ( C2 ( log( Tc ) ) ) qp ( c f's ) == qu( csm ) * Area( sq ,mi. . ) Q( in . * ( Pone & Swamp Adj . ) u� F' Inlet Number W rt p c ro Time to Inlet w Area in Acres W J z � W W vo W .0 Runoff Coefficient N ✓1 N v°i w AI srn Sum of Al r .N --4 Total AI z v .J J o' Rainfall Intensity Q to Inlet N o Grade of Gutter ® N Cross Slope of ~ Shoulder lit d ' w H Depth of Flow P. at Gutter n � w Width of Flow Q Bypassing Inlet i 1 Al Bypassing Inlet N rn AI.Entering Catch N Basin 'ON !IaagS q PaKoaQB al-nog �7 S uMoy Aq PaU2F8a(j J 19 10Q-V-rl eno-71(/y� �oaFoza NNOO 4 anONOISHl9 '3AV NO M H tZl OOSSV I VddAAH '3 ONI3d _— .------_—_ .-.-----.---- _.__ .__... I W _ i N � t J E' L•ino Sernlent R7 -Ti.tne to Inlef; N w I'Irne> :in Pipe � Io i- Accumulated `.l'i.me AI EnteringC�t:ch Q MIS in 13 Sum of AI in Systera Ul w j -'! Rainfall Intensity a , 0:' in System . c o N 'o Pipe Size t� !a Gq e G b Length of Pipe Slope — —— -- ---- --— t,j S iv Average Veloci-ty � — i+ E3 S W Full Capacity Cr-- IIea.dwater uo Int 0111 rQ�Z� Jz)Z) o,z�i F=s cam- Ul2S 7L �2 T 1 $i7iYR ! w = 3 3 t Z=`s} Q r-7 - M O D)P/E D FZ I P P ID /-file- 5�1 Q L _. S)olp 25o Q T'_ISO 4 Co 1- (3 = :. e 2,) G C►j 1D p 7/� : T /.a( P V�L9s fi D D L/ TO 3 o 'oe'r�t Ica P w I bT DRAINAGE REPORT WILLOWBROOK GOLF COURSE Reino E. Hyyppa&Associates,Inc. 124 Hebron Avenue Glastonbury, CT 06033 DRAINAGE REPORT WILLOWBROOK GOLF COURSE The subject site is a vacant parcel of land approximately 85 acres in size which is partially being used as farm land. There are a number of wetlands on the site,two drainage channels which discharge stormwater from abutting residential development and the Podunk River which traverses the site in a north-south direction. The proposed project consists of constructing a Par 60 golf course, clubhouse,parking lot and amenities. A drainage analysis was done of the site to evaluate the proposed impact using the SCS TR-55 Methodology: In the process of preparing this analysis, it became quickly apparent that the proposed project reduces the runoff from the site. Under existing conditions with the site being farmed,the average runoff coefficient(CN) is greater than the proposed. A review of the drainage Travel Time also indicates that the"Before"Condition is greater than the"After". This means that the proposed runoff for any storm event will be less after the golf course is built than it is now. A storm sewer system has been designed for the parking lot. In order to help cleanse the runoff, the water will be discharged into a "biofilter" prior to "sheet flowing" overland into a wetlands which is located approximately 200 feet west of the Podunk River. 19-Old soet- So� i ✓le�Srsi � jT Gt/r''' I/a CO Ac- W G ohs C- r®v 3 A lI A �'vl�►�� Ck 11 72 79 Z C,�/4-ival44 CIS) q A-c- �r1 & G 0.7,E A A, Lp ey�-n Ac— 67 ( 2—W a—) do- cca' 77 A v 6-7 �' ir (Lu o-j - o� j! i�_lr = `�. dam_ L/,'A vct-w 13 0-5 ( 04 IiJdn�S tr�� 1�l 77 _ 678r ST S-7 z q A C- A E 7-Z ' 79�ff V — Z----,4 S 7 0 tc t y4'le- Ac- ma` s 13 - � Gs� A'lc9oA !> C� ✓�d cs� � �D C' N ✓1/ohs Jo At- e - 3 00 '= C TD, I At 77 ( c can s-k'vcc.'t�t✓e. — 1 Q w&e v t _ r 9z= 3 AI`3 le- ILI �� -- JO �� ,•,•�. C O� Z E-F� � 1�D0 b L= /I I- &7 --3 Fp Nam` i ''i 7- OF P�t V4, v jcs�-v► 1 / Quick TR-_55 Version 5 .30 S/N: 1240530096 . '> > > > > GRAPHICAL PEAK DISCHARGE METHOD < < < < < WILL OWBROOK GOLF COURSE BEFORE DEVELOPMENT-WEST OF RIVER CALCULATED DISK FILER 1901WB GPD Drainage Area ( acres ) 20 ____> 0 .0313 sq .mi . Runoff Curve Number ( CN ) 68 `' Time of Concentration ,Tc ( hrs ) 0 .2 Rainfall. Distribution ( Type ) III Pond and Swamp Areas ( G ) 0 _ _..> 0 .0 acres Storm #1 Storm #2 Storm #3 Frequency ( years ) 10 Rainfall. , P , 24--hr ( in ) 4 .7 Initial Abstraction , Ia ( in ) 0 .941 0 .941. 0 .941. Ia/p Ratio 0 .200 0 .000 0 .000 Unit Discharge , * qu ( csm/in ) 527 0 0 Runoff , Q ( in ) 1 .67 0 .00 0 .00 Pond & Swamp Adjustment Factor 1 .00 1 .00 1 .00 PEAK DISCHARGE , qp ( cfs ) 27 0 0 Summary of Computations for qu Ia/p #1 0 . 100 0 .000 0 .000 Co #1 2 .473 0 .000 0 .000 C1 #1 -0 .51.8 0 .000 0 .000 C2 #3. --0 .171 0 .000 0 .000 qu ( csm ) #1 565 .082 0 .000 0 .000 Ia/p #2 0 .300 0 .000 0 .000 Co #2 2 .396 0 .000 0 .000 C1 #2 --Q .512 0 .000 0 .000 C2 #2 -0 . 1.32 0 .000 0 .000 qu ( csm ) #2 489 .167 0 .000 0 .000 * qu ( csm ) 527 Q 0 Interpolated for computed Ia/p ratio ( between Ia/p #1 & Ia/p #2 ) If computed Ia/p exceeds Ia/p limits , bounding limit. for Ia/p is used . 2 l.og( qu ) = Co + ( C1 * log( Tc ) ) + ( C2 + ( log( Tc ) ) ) qp ( cfs ) mm qu( csm ) * Area( sc:l .mi . ) G( in . * ( Pond & Swamp Ad, . ) Quick Try-55 Version-, 5 .30 S/W 1240S30096 > > > > > GRAPHICAL PEAK DISCHARGE METHOD < < < < < WII LOI,.JBROOK GOLF COURSE AFTER DEVELOPMENT-WEST OF"' RIVER CALCULATED DISK FILE : 1901WA GPD Drainage Area ( acres ) 20 ----> 0 .0313 sq .mi . Runoff Curve Number ( CN ) 56 Time of Concentration ,Tc ( hrs ) 0 .3 Rainfall Distribution ( "Type ) III Pond and Swamp Areas ( w ) 0 - -> 0 .0 acres Storm #1. Storm #2 Storm #3 - Frequency ( years ) 10 ___- Rainfal ], , P , 4---hr ( in ) 4 .7 Initial Abstraction , Ia ( in ) 1 .571 1 .571 1 .571 Ia/p Ratio 0 .334 0 .000 0 .000 Unit Discharge , x qu ( csm/in ) 395 0 0 Runoff , U ( in ) 0.89 0 .00 0 .00 Pond & Swamp Adjustment Factor 1 .00 1 .00 1 .00 PEAK DISCHARGE , qp ( cfs ) 11 0 0 Summary of Computations for qu Ia/p #1 0 .300 0 .000 0 .000 CO #1 2 .396 0 .000 0 .000 C1. #1 -0 .512 0 .000 0 .000 C2 #1 -0 .132 0 .000 0 .000 qu ( csm ) #1 424 .417 0 .000 0 .000 Ia/p #2 0 .350 0 .000 0 .000 CO #2 2 .355 0 .000 0 .000 C1 #2 --0 .497 0 .000 0 .000 C2 #2 -0 .120 0 .000 0 .000 qu ( csm ) #2 381 .994 0 .000 0 .000 qu ( csm ) 395 0 0 Interpolated for computed Ia/p ratio ( between Ia/p #1 & Ia/p #2 ) If computed Ia/p exceeds Ia/p limits , bounding limit for Ia/p is used . 2 109( qu ) = CO + ( C1 * log( Tc ) ) + ( C2 log( Tc: ) ) ) qp ( cfs ) = qu( csm ) Area( sq .mi . ) Q( i n . Pond & Swamp Adj . ) Qu.i:_.k `i"R- S5 Version ' 5 .30 S/N= 124-0530096 > > > > > C RAF-"HICAL, PEAK DISCHARGE METIHOD < < < < < WILLOWBROOK GOLF" COURSE BL,FQRE DEVELOPMENT-EAST OF RIVER CALCULATED GPD DISK FILE : 1901EB GPD Drainage Area ( acres ) 69 -_ > 0 . 1078 sq .mi . Runoff Curve Number ( CN ) 65 -�' Time of Concentration ,Tc ( hrs ) 0 .4 '� Rai.nfall. Distribution ( Type ) III (pond and Swamp Areas ( a ) 0 ---> 0 .0 acres Storm #1 Storm #2 Storm #3 Fre auency ( years -) 10 Rainfall- P , 24-hr ( in ) 4 .7 Tnit i; ), Abe traction , Ia ( in ) 1 .077 1 .077 1 .077 C Ia/p Ratio 0 .229 0 :000 0 .000 Unit, D i scharge, *. qu ( csm/in ) 404 0 0 Runoff , Q ( in ) 1 .46 0 .00 0 .00 Pond & Swamp Ad ;ustment Factor 1 .00 1 .00 1 .00 PEAK DISCHARGE , c;p ( cfs ) 63 0 0 ------------------------------------ ���_..._____w_-_..__-.,___--____ -- Summary of Computations for qu ------------------------------ Ia/p #1 0 ..1.00 0 .000 0 .000 Co #1 2 .473 0 .000 0 .000 C1 #1 --0 .518 0 .000 0 .000 C2 #1 w-0 .171 0 .000 0 .000 qu ( csm ) #1 449 .202 0 .000 0 .000 Ia/p #2 0 .300 0 .000 0 .000 CO #2 2 .396 0 .000 0 .000 C1 #2 -0 .512 0 .000 0 .000 C2 #2 -0 .132 0 .000 0 .000 qu ( csfn ) #2 379 .366 0 .000 0 .000 qu ( csiTI ) 404 0 0 Interpolated for computed Ia/p ratio ( between Ia/p #1 Ia/p #2 ) If computed Ia/p exceeds Ia/p limits , bounding limit for Ia/p is used . 2 log(. qu ) CO ( C1 * log( Tc ) ) + ( C2 a: ( log( Tc ) ) ) qp ! C' .; ) M qu( csm ) * Area( 'sq .mi Q( in :. ) *: ( Pond & Swamp Adj . Quick TR---55 ',version : 5 .30 S/N : 1240530096 > > > > > GRAPHICAL PEAK DISCHARGE METHOD < < < < < WILLOWBROOK GOLF COURSE AFTER DEVELOPMENT-EAST OF RIVER CALCULATED DISK FILE : 1901EwA GPD Drainage Area ( acres ) 69 ---> 0 . 1073 sq .mi . Runoff Curve Number ( CN ) 64 Time me of Concentration ,Tc ( hrs ) 0 .5 -1 Rainfall. Distribution ( Type ) III Fond and Swamp Areas W 0 ---> 0 .0 acres Storm #1 Storm #2 Storm 43 -------- Frequency ( years .) 10 Rainfall , R , 24--hr ( in ) 4 .7 Ini.ti.al. Abstraction , Ia ( in ) 1 . 125 1 . 125 1 . 125 Ia/p Ratio 0 .239 0 .000 0 .000 Unit Discharge , * qu ( csm/in ) 365 0 0 Runoff , 0 ( in ) 1 .39 0 .00 0 .00 Bond & Swamp Adjustment Factor 1 .00 1 _00 1 .00 PEAK DISCHARGE , qp ( cfs ) � 55 0 0 Summary of Computations for qu ------------------------------ Ia/p #1 0 . 100 0 .000 0 .000 CO #1 2 .473 0 .000 0 .000 C1 #1 -0 .513 0 .000 0 .000 C2 #1 -0 . 171 0 .000 0 .000 qu ( csm ) 41 410 .930 0 .000 0 .000 I.a/p 42 0 .300 0 .000 0 .000 CO #2 2 .396 0 .000 0 .000 C1 42 --0 .512 0 .000 0 .000 C2 42 -0 .132 0 .000 0 .000 qu ( csm ) #2 345 .470 0 .000 0 .000 qu ( csm ) 365 0 0 Interpolated for computed Ia/p ratio ( between Ia/p 41 & Ia/p #2 ) If computed Ia/p exceeds Ia/p limits , bounding limit. for Ia/p is used . 2 .log( qu ) = CO + ( C1 * log( Tc ) ) + ( C2 * ( log( Tc ) ) qp ( c:fs ) = qu( csm ) * Area( sq .m:i . ) 0( in . ) * ( fond & Swamp Adj . ) Inlet Number 0 C M Time to Inlet S w Area in Acres W Ll W .D fi" Runoff Coefficient N AI ON Sum of AI � Total AI F V -CO Rainfall Intensity (� \ Q to Inlet N o Grade of Gutter ►t H Cross Slope of ' cry ~ Shoulder u t# pt w H Depth of Flow at Gutter n � Width of Flow 0 j H Q Bypassing Inlet 1 AT Bypassing Inlet N H AI.Entering Catch Basin —nLLLLL °N �aauS q paXoa�� alnog �? j uMoy A4 pau2T90Q 'NN00 'Adf10NOISV19 '3AV NOUO3H VZL 'OOSSV q VddAAH -3 ONI3U ...... W � i t' Line Scerac nt ) `Pime 'to I111ct w 'r 11113 in Pipe � � l 0 C? r Acculmzlated `H.m-a Ili Entering; Ca:t:ch Q 6� tr Sum of AI in System cry �J v Rainfall intensity o{ in System m. c c N .o Pipe S_i ze t� GQ Imo' e C Sing; h of Pipe 0 -� N �, E — - -- -- - --- - - I, S b� Average Vel-ocity I+ E3 U-1 Full. Capacity C, ffoadwater � N o n 'n' . D IS — — £ct 1»u zsa(I _.t`i'f)4 Tmft P.C. 193 Lexington Road Glastonbury,CT 06033 (860)_657-3579 February 13,2001 Marcia Banach- South Windsor Planning Department 1540 Sullivan Avenue South Windsor, CT 06074 Dear Marcia: Traffic Engineering Solutions is pleased to submit twelve(12)copies of the Traffic Impact Report for the Willowbrook Golf Course proposed for Brookfield Street in South Windsor. If during review of the report you have any questions,please call me. I will attend the August 21,2001 Planning Commission Meeting to present the findings of the study and answer any questions you or the Planning Commission may have: Very truly yours, TRAFFIC ENGINE RING 71ONS,P.C. Bruce A.Hinson,P.E. ate► NO.11611 alIOIMAI , C:\business\Balliet-Signal\TransO21301.doc t C,ON Se C V. -0 n 0��C.>�^L L L C W 5 ' S � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 N°SOR-CO TELEPHONE (860) 644-2511 Date: July 13, 2001 To: Ken Smith—Reino Hyyppa 124 Hebron Avenue Glastonbury, CT 06033 From: Jeffrey H. Folger, Environmental Planner/Conservation Officer Re: Review of Willowbrook Golf Course-Plans dated 07/11/01. I have reviewed the plans for the proposed golf course; these are initial comments: 1. No erosion controls are shown on the plan. Please include an Erosion and Sedimentation control plan. 2. Is any mitigation planned to compensate for proposed wetland disturbances? 3. Drainage computations should be submitted calculating changes in runoff based on the proposed changes in land cover, grading, diversion of runoff, etc. 4. Finished grade drainage patterns should be shown on a separate sheet to determine potential areas of concentration during and after construction. Please show existing and proposed grade lines without tee, fairway, and green details. 5. The culvert proposed to be placed across the 18"fairway should have a properly sized energy dissipater placed at the outlet. 6. Details of slope treatments on cleared areas west of hole#2 and green#1 need to be shown. 7. Details of slope treatments on cleared areas south of hole#5 and north of hole#17 need to be shown. 8. Details of how balls originating from the driving range will be kept from entering the watercourse should be shown. cc. Town Engineer/ Town Planner IWA/CC RECEIVEp JUL 16 2001 ENI SOUTH wINDSOq EERING DEpT July 13, 2001 RECEIVED Cohen Properties LLC JUL 17 2001 Janice L. Cohen 43 Apple Hill Road SOUTH WINDSORPLANNtNGDEPT. West Hartford, Conn. 06117 Mr. Walter Mealy Chair of Planning and Zoning Town of South Windsor 1540 Sullivan Avenue South Windsor, Conn. 06074 Dear Mr. Mealy: Michelle Lipe, Assistant Director of Planning, suggested that I contact you regarding our proposed development of Parcel B, a 7 acre lot located adjacent to 1640 John Fitch Boulevard, which is also owned by Cohen Properties LLC. It is our intention to develop a wellness center similar to the St. Frances and Hartford Hospital properties located in Avon and Glastonbury. It is our understanding that under regulation 6.1.2.7, of Section VI, this type of facility could be considered at that location. We have an informal hearing before the Planning and Zoning Commission, scheduled for August 21, 2001, at 7:30pm, to further discuss this issue. I look forward to meeting with you at that time. Sincerely, Janice L. Cohen Michele-Lie Willow Brook Page 1 From: Melvin Stead To: Jeff Folger; Karl Reichle; Marcia Banach; Michele Lipe; Mike Gantick Date: 7/17/01 1:34PM Subject: Willow Brook There is a drainage ditch and easement along south property line in the vicinity of Morgan Farms. The ditch is not in the easement and it meanders on and off willow brook property. We should get the easement or right to drain and the channel to be one and the same all on Willow Brook and have it maintained by the golf course. , Parking.Would it be desireable to have a second exit/entrance to the parking lot to aid traffic flow in the lot? I think, for players like me, that a higher fence adjacent to the driving range tee area should be provided to keep balls off the road and front yards along Brookfield st. MEMORANDUM To: South Windsor Inland Wetland/Conservation Commission. From: Jeffrey H. Folger—Environmental Planner/Conservation Officer Date: July 19, 2001 Re: Review of the proposed Willowbrook Golf Course. Plans dated 10/19/00. The project is to construct an 18-hole golf course, driving range, clubhouse, and parking lot. Proposed regulated activities include filling approximately 1,946 sqft of wetlands filling; 12,100 sqft of clearing of vegetation within wetlands; 7.9 acres sqft of grading within the URA; and 1.3 acres of clearing of vegetation within the URA. Site: The site is located in the Podunk River watershed. The parcel is comprised of 85 acres. The site is 50% open(active agriculture, tilled soil) and 50% early to mid- successional forest. The Podunk River runs through the property with '/4 of the property on the west side of the river (abutting Brookfield Street). Major wetland areas occur along the river channel and in the middle/southern portion of the property. There is a linear band of regulated soils in the northeast corner of the property heading diagonally into the center. This band occurs along a drainageway from properties offsite. Offsite drainage has caused a fairly deep (25') gully to form. This drainage actually completely infiltrates into the ground and travels underground for approx. 500 feet before breaking out into a wetland again. A small pond exists in the southwest corner adjacent to Brookfield Street. Three-quarters of the property slopes in a westerly direction towards the Podunk River. The slopes are generally moderate 3-8%. Dirt roads wind through the property that have provided access to the Agricultural fields. There is a crossing of the Podunk present, which dams up the river into a pond to the north. . There are several eroded gullies on the property caused by runoff from the agricultural fields as well as from offsite residential development. These areas originate from points of concentrated flow from the fields. The large southern wetland area would be categorized as a forested wetland type with several wetland depressions present that contain water at least part of the year during the growing season. Several of these would be classified as vernal pools. Delineation of wetland boundaries shown appear to be accurate. Initial discussions with the environmental consultant, REMA Ecological Services, indicate that they have not found any obligate vernal pool vertebrate species present. Other amphibian species (green frog) were present and breeding in the pools. The big storm that occurred on June 15th resulted in significant sedimentation to the eastern most vernal pool. This highlights the fact that this pool and others are probably impacted on a yearly basis by nutrients, chemicals, and sediment associated with agricultural practices. So the likelihood of sensitive obligate species of amphibians utilizing this pool for breeding is low. Stormwater from the proposed parking lot (west side of river adjacent to Brookfield Street) will be directed into a linear biofilter and dispersed via a level spreader into the riparian area to the east. Stormwater shedding off of the playing area on the east side of the river is shown to flow off of the site unimpeded. This is an area of concern. It is expected that runoff will concentrate within 150 feet and pose a potential erosion hazard, especially near areas where slopes will be cleared. This has not been adequately addressed in the plan. Impacts: For the most part, the main channel and riparian area of the Podunk is being avoided as far as direct impacts are concerned. Clearing of trees is proposed to occur west of Holes # 1 and 2. This area is showing clearing on a slope that leads to the Podunk River floodplain. The limit of clearing in this area would come up to 80 feet of the River channel. Similar clearing of slopes is proposed in the northeastern portion of the property along the large gully. Similar concerns for this area. The area associated with the 10"'hole will experience the greatest amount of disturbance, in both direct wetland impacts and impacts within the upland review area. The presence of the tee, green and fairway as an area cleared of naturally occurring vegetation will displace indigenous terrestrial wildlife using this area. The small wetland proposed to be filled will not result in any negative impact. The vernal pool that will have all of the surrounding vegetation cleared around it will develop a denser lower and mid vegetation component due to the increase in available light. I would speculate based on personal experience with other similar situations at other golf courses that mobile, generalized species of amphibians will continue to use the pool. Areas to be cleared within wetland areas and within the URA will also result in the displacement of wildlife present in those areas. Soils on the site are depicted on the plans where the playing areas are proposed and consist of Enfield Silt Loam Eroded (EsB2) 3 to 8% slopes. This soil is listed as having an erosion potential of high. This seems to be borne out on the land by the presence of rills and head cut gullies present in agricultural fields from recent storms. Based on the soil scientist report, subsoil is likely to consist of fine, red, sandstone material. There is a high likelihood of red water shedding off of the site during rainstorms. Erosion hazard is a concern, especially where slopes are cleared to provide air circulation around greens. The erodable nature of the soil will make areas of concentrated flow a concern. Flow patterns after construction have been requested, this information has not been provided yet. As of this date, I have not seen an environmental report. A partial E&S plan was submitted on July 18"' , late afternoon. Mitigation of proposed disturbances has not been proposed. Overall I believe that this proposed land use will result in a net improvement to the existing wetland system when compared to the prior and existing use. In-house Development Review 7-23-01 Gantick, Stead,Reichle, Folger, Banach Strawberry Fields MF development, Sullivan Ave. • Entrance on Town land must be constructed to Town standards,with adequate unobstructed snow shelf • Buffer plantings (evergreen)have been provided as requested • If curbless streets are constructed, Operation&Maintenance Plan needed to ensure continued drainage as designed; must also restrict landscaping, fences, etc., on top of drainage structures • White oak in vicinity of 1101 Sullivan Ave must be protected. No disturbance within 25 feet. Construction fencing to be installed, and inspected by Reichle, prior to any construction/demolition activity. Willowbrook Golf Course,Brookfield St. • Proximity of holes parallel to rear property lines of existing houses, driving range—concern re golf balls into lots, street,Podunk River • Drainage ditch at Morgan Farms Rd—needs to be kept open&free-flowing(stabilization desired);plan shows fence through ditch; needs to be resolved • Drainage on North side of site, onto Grobel property—needs to be diverted • Drainage on Brookfield Street needs to be examined&possibly addressed • WPCA approval required • How will the location of the perimeter fence be field-determined without a boundary survey? (Does one exist somewhere else?) We also can't tell whether a street line needs to be set without a survey. • Widening of Brookfield Street from the center line on the applicant's side of the property is suggested (road narrows to about 22 feet). Desired cross section:15 feet from centerline • Aesthetics of chain link fence • Drainage impacts of course need to be addressed • For homeowner privacy, suggest moving cart paths to inside of holes 93, 12, 16 �4OwM a`+ � ~ �9�i�'1� Cal �'1tr�?��[.(,,/(� C W • 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 �OsoR•co TELEPHONE(860) 644-2511 To: Ken Smith—Reino Hyyppa July 25, 2001 124 Hebron Avenue Glastonbury, CT 06033 From: Jeffrey H. Folger, Environmental Planner/Conservation Officer Re: Review of Willowbrook Golf Course -Plans dated 07/17/01. I have reviewed the revised plans for the proposed golf course; these are additional comments: 1. The Erosion and Sedimentation control plan shows perimeter controls and temporary sediment basins placed in strategic places during construction. After final grading is achieved and seed is planted an extensive series of silt fence check dams will have to be installed to intercept and slow runoff until the turf is fully established. While this might be difficult to forecast and place on a proposed site plan due to changes that may occur in the field, this should be included in the Erosion and Sediment Control narrative. 2. The proposed cleared slopes west of hole#s 14 2 are an area of major concern.. Runoff patterns shown indicate significant amounts of water flowing over the top of the slope toward the wetland area. Some of the areas shown exceed 300 feet in length. This will allow runoff to achieve velocities that can downcut and created slope failures. The soils indicated, (Tg) Terrace Escarpment sand and gravel,has a high erosion potential, as evidenced by the current erosion gullies on the site. Aggressive slope plantings and soil reinforcement practices are called for. The slope plantings should consist of plants that have a deep root system, are drought tolerant, and-can tolerate mowing. An example of a suitable seed mix would be: 30%Eastern Gamagrass _ 25% Smooth Bromegrass 15% Hard Fescue 15% Tall Fescue 10% Red Top 5% Annual Rye Applied at 50#/acre. Soil reinforcement mats may or may not work in areas receiving concentrated flow. An engineered solution must be proposed. I. A mixture of shrubs that have a high wildlife food and cover value should be considered to be planted along areas where the clearing of available forest will result in an abrupt"edge"or transition from managed turf grass to forest. This will mitigate to some extent the loss of wildlife habitat along these areas. 4. The applicant should consider method to infiltrate or capture runoff before it gets to the sensitive slopes. cc. Town Engineer Town Planner, IWA/CC RECEIVED JUL 3 1 2001 MEMORANDUM SOUTH WINDSOR PLANNING DEPT. To: Marcia A. Banach, Director of Planning Date: July 31, 2001 Subject: Willowbrook Golf Course Dated 7/5/01 (plotted 7/18/01) The Public Works Department has reviewed the subject plans and offer the following comments: Sheet 3/11 1. To minimize disturbance along property lines and to keep the golf carts (which will make some noise) further from houses, it is recommended that consideration be given to moving the golf cart path to the west of holes #12, #16 and to the south of hole #3. 2. Clearing limits along property lines should be minimized as much as possible to provide the greatest vegetative buffer as possible. 3. The area along Brookfield Street and the N/F Draugelis property should be protected/screened to mitigate errant golf balls emanating from the driving range. 4. There is insufficient detail to evaluate grading along Brookfield Street. Presently some stormwater flows onto the proposed site. If grading along proposed site/Brookfield Street is to be changed how will stormwater be handled? 5. Proposed chain link fencing crossing the Podunk and other drainage ways/areas should be designed so as not to create problems/restrict flow. Detail for these areas needed. Also, clearing along proposed fence line will likely impact buffer as described in comment #2 above. Stabilized channel along/near Morgan Farms Drive. Sheet 6/11 1. An erosion/drainage problem exists to the NW of the proposed tee #3. How will grading and drainage in this area be accomplished? Drywell and/or structural slope measures to convey stormwater to appropriate outlet should be considered Sheet 7 11 1. No provision for access and/or utility piping are shown for the pump house. r w Willowbrook Golf Course July 31, 2001 Marcia A. Banach, Director of Planning Page 2 Sheet 8 11 1. No details or elevations have been provided for proposed culverts. Sheet 9 11 1. Details needed for proposed ejector pump system and connection to sanitary sewer. WPCA approval will be required. 2. Has the bridge structure over the Podunk River at the pond been rated? Sheet 11/11 1. No construction detail has been provided for golf cart paths. 2. What is pavement detail design based upon? General 1. There are numerous locations of man-made debris through out the site. Should be disposed of in an appropriate manner. 2. Need to establish street line along Brookfield Street (25'from centerline) Very trulyyours, Michael J. Gantick, P.E. Director of Public Works MJG:cm Cc: Jeff Folger, Environmental Planner/Conservation Officer Ed Beale, Engineering Assistant Mel Stead, Superintendent of Street Services Karl Riechle, Superintendent of Parks &Grounds C. Fred Shaw, Superintendent of Pollution Control TRAFFIC IMPACT STUDY for WILLOWBROOK GOLF COURSE PROPOSED FOR BROOKFIELD STREET in SOUTH WINDSOR, CONNED TICUT Prepared By Traffic Engineering Solutions 193 Lexington Road Glastonbury, Connecticut (860) 657-3579 August 2001 II � Table of Contents ExecutiveSummary................................................................................................1 Introduction .............................................................................................................2 ExistingConditions.................................................................................................2 ExistingTraffic Volumes.........................................................•............................3 Accidents............................ ....4 ProjectGenerated Traffic.......................................................................................4 CapacityAnalyses...................................................................................................6 SiteAccess..............................................................................................................8 Conclusions...........................................................................................................10 List of Tables Table 1 Trip Generation For 18 Hole Golf Course................................................6 Table 2 Trip Generation For 85 Acre Golf Course................................................6 Table 3 Signalized Intersection Capacity Analyses.............................................8 Table 4 Unsignalized Intersection Capacity Analyses ........................................8 Table 5 Comparison of Available and Required Intersection SightDistances.......................................................................................10 C:\BUSINESS\TOPSTONE\REPORT.DOC 1 �i Executive Summary South Windsor Golf Course, LLC proposes Willowbrook Golf Course, an 18- Hole"Executive"Golf Course with club house and driving range, on approximately 85 acres located along the east side of Brookfield Street in the town of South Windsor. Access to Willowbrook Golf Course will be provided by an access drive located about 375 feet south of the south leg of Wentworth Drive. The trip generation information included in the ITE Trip Generation reference for Golf Courses was used to determine the number of new trips anticipated from the proposed 18-hole golf course on 85 acres. The study assumed that the Willowbrook Golf Course would be constructed over a period of two years. Capacity analyses were done for the intersection of Brookfield Street at the site access drive for the year 2003 Build conditions and at the intersection of Sullivan Avenue at Troy Road for existing conditions, 2003 No-Build conditions and 2003 Build conditions. The trips generated by Willowbrook were distributed to the surrounding roadways by assuming that two-thirds of the site trips would turn in each direction when entering and leaving the site drive and that half the generated trips would turn in each direction at the intersection of Sullivan Avenue and Troy Road. The capacity analyses found that left turns from Brookfield Street onto the site will operate at Level of Service A during the morning and afternoon peak hours and that golfers will experience LOS A during both peak periods as they leave the golf course. The signalized intersection of Sullivan Avenue at Troy Road presently operates at Level of Service B during the morning and afternoon peak hours and will continue at the same LOS B during both peak hours with the added trips associated with the proposed golf course. Sight distance measurements were made at the intersection of the site access drive and Brookfield Street. The sight distances available to drivers looking left from the site drive are greater than the Upper Intersection Sight Distance presented in the ConnDOT Guidelines for Highway Design for the 85th percentile speeds on Brookfield Street, and meets the Minimum Intersection Sight Distance when looking right from the site access drive. Additional sight distance looking right(beyond the Upper Intersection Sight Distance) can be provided by removing the shrubs surrounding the pet cemetery sign and relocating the sign. The available sight distance for vehicles turning left from Brookfield Street onto the golf course site is greater than the distance presented in the ConnDOT reference. Since traffic operations at the intersection of Brookfield Street and the site access drive will be very good Levels of Service A and sight distances exceed the standards established by ConnDOT in their Highway Design Guidelines for the 85�h percentile speed of travel on Brookfield Street, no offsite improvements are suggested by this study as a result of the added traffic generated by the proposed 18-hole Willowbrook Golf Course. C:\BUSINESS\TOPSTONE\REP0RT.DOC 1 Introduction South Windsor Golf Course, LLC proposes Willowbrook Golf Course, an 18- Hole"Executive" Golf Course with club house and driving range, on approximately 85 acres located along the east side of Brookfield Street in the town of South Windsor. Access to Willowbrook will be provided by an access drive located about 375 feet south of the south leg of Wentworth Drive. This report was prepared by Traffic Engineering Solutions to address the traffic impact on roadways surrounding the proposed golf course. The following scope of work was included in this study: ■ Making 24-hour directional machine counts on Brookfield Street in the vicinity of the access drive to the proposed golf course. The count included a directional speed study to determine the 85th percentile speed of travel in each direction on Brookfield Street (85th percentile speed was used to determine the intersection and stopping sight distances for vehicles entering and leaving the site). ■ Making turning movement counts during the morning (7:00 AM to 9:00 AM) and afternoon (4:00 PM to 6:00 PM) peak periods at the following location: 0 Sullivan Avenue (Route 194) at Troy Road. ■ Obtaining from the Town of South Windsor traffic accident data for the latest three year period for Brookfield Street in the vicinity of the site and from ConnDOT for Sullivan Avenue in the vicinity of Troy 1 Road. ■ Making visual observations of roadways and land use conditions along the route from Sullivan Avenue to Troy Road and Brookfield Street that most golfers will use when approaching and leaving the golf course. ■ Determining the number of trips expected to be added to the roadway system by the 18-hole golf course. ■ Completing morning and afternoon peak hour capacity analyses for the intersection of Sullivan Avenue (Route 194) and Troy Road to determine existing operating Levels of Service (LOS) and the anticipated LOS for the traffic volumes expected upon completion of the proposed golf course, and completing capacity analyses for the proposed access drive to Brookfield Street for the future traffic conditions with the golf course. s Field measuring the sight distances (looking left and right) available for drivers entering and leaving the site access drive and compare these distances with the Connecticut DOT Guidelines for Intersection Sight Distances for the 85th percentile speed determined from the speed study made for Brookfield Street. Existing Conditions The proposed Willowbrook Golf Course with club house and driving range is located on approximately 85 acres along the east side of Brookfield Street in South Windsor, Connecticut. The site has approximately 1,800 feet of frontage along Brookfield Street beginning 1,000 feet south of the south leg C:\BUSINESS\TOPSTONE\REPORT_DOC 2 extending approximately 800 feet north of the of Wentworth Drive andg to pp y south leg of Wentworth Drive. Visual observations were made in the vicinity of the site and traffic counts were made on Brookfield Street in the vicinity of the site access drive and at the intersection of Sullivan Avenue and Troy Road. Brookfield Street begins at its southerly end at a "T" intersection with Troy Road and runs in the northeast direction for about 4,500 feet where it ends at a "T" intersection with Griffin Road. In the vicinity of the golf course site, the road is 27 feet wide with a single lane of travel in each direction. A double yellow center line separates the two directions of travel. The posted speed limit for Brookfield Street is 30 miles per hour(mph). The golf course site is located about midway along the length of Brookfield Street. Access to the golf course will be provided by a single drive located about 375 feet south of the south leg of Wentworth Drive. Land use along Brookfield Street is predominantly single family homes with one commercial pocket located along the east side of the road several hundred feet south of the site. This commercial area includes Laidlaw Transit, Inc.; Mitchell Associates; Environmental Services, Inc.; Coven Construction Co.; and Pleasant Valley Landscaping. Troy Road runs from the northwest to the southeast between Rye Street ` and Sullivan Avenue. The total length of Troy Road is about one mile. Brookfield Street intersects Troy Road about 1,000 feet northwest of Sullivan Avenue. In the vicinity of Brookfield Street, Troy road is 24 feet wide with a single lane of travel in each direction. A faded double yellow center line separates the two travel lanes. The posted speed limit of Troy Road in the vicinity of Brookfield Street is 25 miles per hour. Sullivan Avenue at Troy Road is a signalized "T" intersection with Sullivan Avenue traveling east to west and Troy Road intersecting from the north. There are two lanes approaching from the west on Sullivan Avenue, an exclusive left turn lane and a through lane. The East leg of Sullivan Avenue (westbound direction) and the Troy Road approach each have a single lane approaching the intersection. The traffic signal operates with three vehicular phases including an eastbound advance to allow left turns to proceed with a green arrow, followed by a phase that allows both Sullivan Avenue approaches to proceed through the intersection and allows eastbound left turns when gaps in westbound traffic allow. The left turn operation from Sullivan Avenue onto Troy Road is refereed to as protected/permitted. The third phase allows traffic on Troy Road to enter the intersection. This intersection is not part of a traffic signal system or coordinated with other locations along Sullivan Avenue. Existing Traffic Volumes T Twenty-four hour automatic traffic recorder(ATR) counts were made on Brookfield Street in the vicinity of the access drive for the proposed golf course on June 28 and 29, 2001 for this study. Additionally, turning movement counts were made at the intersection of Sullivan Avenue and C_\BUSINESS\TOPSTONE\RE PORT.DOC 3 Troy Road during the morning (7:00 AM to 9:00 AM)and afternoon (4:00 PM to 6:00 PM) peak periods on June 28, 2001. According to the machine count, the daily traffic volume on Brookfield Street is 1,551 vehicles per day (vpd). The morning peak hour of travel on Brookfield Street occurred between 7:00 AM and 8:00 AM when 103 vehicles traveled the roadway (26 vehicles traveled northbound and 77 vehicles traveled souhbound). During the afternoon peak hour 136 vehicles traveled Brookfield Street(94 vehicles northbound and 42 vehicles souhbound). The June 2001 machine counts and turning movement traffic counts are included in the Appendix to this report. Accidents The ConnDOT Bureau of Planning and Research compiles records of accident data reported by investigating police authorities. Accidents which result in death, injury, or property damage in excess of$1,000 are required to be reported. Accident data was obtained for Sullivan Avenue (Route 194) from 500 feet west to 500 feet east of Troy Road. The accident data covered the latest three-year period for which records are available, July 1, 1997 to June 30, 2000. During the three years covered by the ConnDOT accident data a total of twelve accidents were reported along this 1,000-foot ( section of Sullivan Avenue with six of these accidents occurring at the intersection of Troy Road. All six accidents at the intersection were rear end accidents involving vehicles traveling in the westbound direction. The ConnDOT Bureau of Planning and Research also assembles the reported accidents on State roadways and compiles the accidents to a report entitled Traffic Accident Surveillance Report (TASR). The TASR is used to prioritize accident sites statewide. A second list, the Suggested List of Surveillance Study Sites (SLOSSS), is a listing of locations which offer the greatest promise of accident reduction resulting from implementation of corrective action. The most recent TASR and SLOSSS cover the period from 1995 to 1997. Sullivan Avenue west of Troy Road is not included on the TASR list as having accident rates that would require further review for improvements. The section of Sullivan Avenue between Troy Road and Morgan Farms Drive is included in the TASR as having an accident experience greater than expected and is included in the SLOSSS list for further review, and has a priority listing of 1,223 out of 1,466 locations. The South Windsor Police Department provided accident experience for Brookfield Street in the vicinity of the golf course site. Only one accident was reported along Brookfield Street near the Willowbrook Golf Course site during the past two years. Project Generated Traffic r_ New trips to the roadway system generated by the proposed golf course were determined from the Institute of Transportation Engineers (iTE) r� C:\8USINESS\TOPSTONE\REPORT.DOC 4 reference, TripGeneration'. The ITE reference has established mathematical relationships based on studies of various land uses to determine their trip generation rates. These trip generation relationships have been standardized and published in the Trip Generation reference. The ITE reference provides trip generation information for"Golf Course". Trip Generation estimates for the proposed golf course were calculated based on ITE Land Use Code 430-"Golf Course". The following trip generation relationships were used to determine the number of daily, and morning and afternoon peak hour trips during a weekday and daily and peak hour trips on a Saturday and Sunday that would be generated by the 18- hole golf course on 85 acres. The results summarized in Tables 1 and 2 show the number of trips related to the number of holes and to the total acreage of the golf course site. Golf Course based on Number of Holes Average Weekday Trips 35.74 Trips per Hole Morning Peak Hour 2.22 Trips per Hole Afternoon Peak Hour 2.74 Trips per Hole Saturday Daily Trips 40.63 Trips per Hole Saturday Peak Hour Trips. 4.59 Trips per Hole Sunday Daily Trips 39.53 Trips per Hole Sunday Peak Hour Trips 4.43 Trips per Hole where T is the number of trips and X the number of holes Golf Course based on Acreage Average Weekday Trips 5.04 Trips per Acre Morning Peak Hour Ln(T) = 0.632 Ln(X) + 0.403 Afternoon Peak Hour T= 0.126 (X) + 31.301 Saturday Daily Trips 5.82 Trips per Acre Saturday Peak Hour Trips Ln(T) = 0.723 Ln(X) + 0,905 Sunday Daily Trips 5.88 Trips per Acre Sunday Peak Hour Trips 0.621 LnXps Ln(T} ( ) + 1.337 where T is the number of trips and X the total acreage of the site �t Trip Generation Sixth Edition published by the Institute of Transportation Engineers, 1997 C:IBUSINESSITOPSTONE\REPORT.DOC 5 Table 1 -Trip Generation for 18-Hole Golf Course Trips Entering Trips Leaving Daily 322 322 Morning Peak Hour 32 8 Afternoon Peak Hour 22 28 Saturday Daily 366 366 Saturday Peak Hour 41 42 Sunday Daily 356 356 Sunday Peak Hour2 40 40 Table 2 -Trip Generation for 85 Acre Golf Course Trips Entering Trips Leaving Daily 214 214 Morning Peak Hour 18 7 Afternoon Peak Hour 14 28 Saturday Daily 247 247 Saturday Peak Hour 32 29 Sunday Daily 250 250 Sunday Peak Hour3 30 30 The number of trips shown in Table 1 for each day and peak hour are greater than the number of trips presented in Table 2. To assure a conservative analysis for the impact of the proposed Willowbrook Golf Course, the trips shown in Table 1 were used with the analyses completed for this study. Capacity Analyses Capacity Analyses were done to determine the existing and anticipated quality of traffic operations at the intersection of Sullivan Avenue (Route 194) and Troy Road and the anticipated quality of traffic operations at the intersection of Brookfield Street at the proposed site access drive. Letter designations from A to F are used to represent the Levels of Service (LOS) 2 Assumes 50%entering and 50%leaving since iTE Trip Generation provides no distribution. 3 Assumes 50%entering and 50%leaving since iTE Trip Generation provides no distribution. C:\BUSINESS\TOPSTONE\REPORT.DOC 6 for the traffic operation at each intersection or roadway, with LOS A representing the best operating conditions and LOS F the worst. The Level of Service is determined differently for signalized intersections, unsignalized intersections with multi-way STOP, and unsignalized intersections with STOP control on the minor street approaches. For signalized intersections and unsignaiized intersections with multi-way STOP control, the analysis considers the operation of all traffic entering the intersection and the LOS is determined for the overall conditions at the intersection. For unsignalized intersections with STOP control on the minor street, the analysis assumes that through and right-turning traffic on the major street is not affected by traffic on the side streets. Hence, the LOS is determined for the movements on the side street and the left-turn movement from the major street onto the side street. Levels of Service are defined by the average delay per vehicle as indicated below. Signalized Intersections Level of Service Avg. DelayNehicle (in Seconds) LOS A < 10.0 LOS B > 10.0 and < 20.0 LOS C > 20.0 and < 35.0 LOS D > 35.0 and < 55.0 LOS E > 55.0 and < 80.0 LOS F > 80.0 Unsignalized Intersections Level of Service Avg. DelayNehicle (in Seconds) LOS A < 10.0 LOSB > 10.0 and < 15.0 LOS C > 15.0 and < 25.0 LOS D > 25.0 and < 35.0 LOS E > 35.0 and < 50.0 LOS F > 50.0 Level-of-service capacity analyses were completed for the 2001 existing traffic volumes, 2003 No-Build, and the 2003 Build conditions for the signalized intersection of Sullivan Avenue and Troy Road and for the 2003 Build conditions for the unsignaiized intersection of Brookfield Street at the site access drive. The year 2003 analyses assume a two year buildout for the golf course. The 2003 No-Build traffic volumes were determined by applying a two percent compounded annual growth factor(totaling 1.0404% growth for two years)to the 2001 through traffic volumes to account for growth that may occur in the area surrounding the site. Trips generated by Willowbrook Golf Course as shown in Table 1 were added to the 2003 No- Build traffic volumes with two-thirds of these trips added to each turn to and from the site and half the generated trips added to each turn at the signalized intersection of Sullivan Avenue and Troy Road. The results of the capacity analyses are presented in Tables 3 and 4. C:\BUSINESS\TOPSTONE\REPORT.DOC 7 Table 3: Signalized Intersection Capacity Analysis 2001 Background 2003 No Build 2003 Build Location Peak Delay LOS Delay LOS Delay LOS Hour Sullivan Ave. AM 13.6 B 13.9 B 14.2 B at Troy Road PM 11.9 B 12.3 B 13.6 B NOTES: * Indicates a saturated condition. V/C=volume-to-capacity ratio. LOS= Level of Service Delay= Average stopped delay, in seconds, to all vehicles entering the intersection. Table 3 shows that the intersection of Sullivan Avenue at Troy Road presently operates at Level of Service B during the morning and afternoon peak hours and will continue at the same LOS B during both peak hours with the added trips associated with the proposed golf course. Table 4: Unsignalized Intersection Capacity Analysis 2001 Existing 2003 No-Build 2003 Build Location Peak Hour Delay LOS Brookfield Street at the Site Access Drive S-Bd Left Turn AM 7.5 A W-Bd Site Drive Peak 9.5 A S-Bd Left Turn AM 7.4 A W Bd Site Drive Peak 9.1 A Delay= Average stopped delay, in seconds, to all vehicles entering the intersection or to vehicles making the specified turn. Table 4 shows that left turns from Brookfield Street onto the site will operate at Level of Service A during the morning and afternoon peak hours and golfers will also experience LOS A during both peak periods as they leave the golf course. Site Access A single drive located along the east side of Brookfield Street approximately 375 feet south of the south leg of Wentworth Drive will serve the proposed Willowbrook Golf Course. Visual observations and sight distance measurements were made at the location of the site drive to determine the Intersection Sight Distances and sight distance for Stopped Vehicle Turning Left Across Oncoming Traffic. Intersection Sight Distances {the distance C:\BUSINESS\TOPSTONE\REPORT.DOG 8 drivers leaving the golf course will be able to see in either direction along Brookfield Street)were measured at a distance of 10 feet off the edge of Brookfield Street with a 3.5 foot height of eye and height of object in accordance with ConnDOT Standards for determining Intersection Sight Distances. The sight distance looking left(south)from the site drive is 608 feet and can be increased by clearing trees and vegetation along the site frontage. The sight distance looking to the right(north)from the site drive is 535 feet and can be increased to 850 feet by removing the shrubs around the Willowbrook Pet Cemetery sign and relocating the sign. The Intersection Sight Distance for Stopped Vehicle Turning Left Across Oncoming Traffic will be more than 600 feet. The posted speed limit on Brookfield Street in the vicinity of the site is 30 miles per hour(mph). The speed study conducted for Brookfield Street at the site drive found that the 85'h percentile speeds (the speed at which 85 percent of all drivers travel at or less than)are 42 mph for northbound traffic and 48 mph for southbound traffic. The Connecticut DOT presents minimum and upper standards for intersection sight distances (ISD) in their January 1999 Guidelines for Highway Design. The ConnDOT Guidelines are presented in metric, which required that the prevailing speeds be converted to kilometers per hour. Figure 11-2D of the ConnDOT Guidelines presents ISD information for each 10 kph increment for speeds between 40 and 100 kph. The Intersection Sight Distance available to drivers looking left from the site drive onto Brookfield Street without clearing (608 feet) exceeds the Upper ISD of 571 feet presented in the ConnDOT reference for vehicles traveling northbound on Brookfield Street at the 85'h percentile speed of 42 mph. The Intersection Sight Distance available to drivers looking right from the site drive onto Brookfield Street without clearing (535 feet) is slightly greater than the minimum ISD of 522 feet presented in the ConnDOT reference for vehicles traveling southbound on Brookfield Street at the 85th percentile speed of 48 mph. The Upper ISD looking right from the site drive is 724 feet according to the ConnDOT reference. As previously indicated, additional sight distance greater than 724 feet can be achieved by removing the shrubs surrounding the pet cemetery sign and relocating the sign. A summary of available intersection sight distances and distances required by ConnDOT in their Guidelines for Highway Design is presented in Table 5. C:\BUSINESS\TOPSTONE\REPORT.DOC 9 Table 5 earn an'son of Available and Required Intersecti on Sight ht Distances Available Required Intersection Sight Distance per Intersection Sight ConnDOT Guidelines for Highway Distance Design Minimum ISD Upper ISD Looking Left from 608 Feet 412 Feet 571 Feet Site Access Drive Looking Right from 535 Feee 522 Feet 724 Feet Site Access Drive A second sight distance measured for this study is for Stopped Vehicle Turning Left Across Oncoming Traffic. According to Figure 11-2F of the ConnDOT Guidelines, vehicles turning left from Brookfield Street onto the site drive can see more than 600 feet to a vehicle approaching from the opposite direction. This distance is far greater than the 340 feet required by the ConnDOT reference for vehicles traveling in the northbound direction at the 85`h percentile speed of 42 mph. Conclusions South Windsor Golf Course, LLC proposes Willowbrook Golf Course, an 18- Hoie "Executive"Golf Course with club house and driving range, on approximately 85 acres located along the east side of Brookfield Street in the town of South Windsor. Access to Willowbrook Golf Course will be provided by an access drive located about 375 feet south of the south leg of Wentworth Drive. The trip generation information included in the ITE Trip Generation reference for Golf Courses was used to determine the number of new trips anticipated from the proposed 18-hole golf course on 85 acres. The study assumed that the Willowbrook Golf Course would be constructed over a period of two years. Capacity analyses were done for the intersection of Brookfield Street at the site access drive for the year 2003 Build conditions and at the intersection of Sullivan Avenue at Troy Road for existing conditions, 2003 No-Build conditions and 2003 Build conditions. The trips generated by Willowbrook were distributed to the surrounding roadways by assuming that two-thirds of the site trips would turn in each direction when entering and leaving the site drive and that half the generated trips would turn in each direction at the intersection of Sullivan Avenue and Troy Road. The capacity analyses found that left turns from Brookfield Street onto the site will operate at Level of Service A during the morning and afternoon peak hours and that golfers will experience LOS A during both peak periods as they leave the golf course. The signalized d Can be increased to 850 feet by removing shrubs surrounding the pet cemetery sign and relocating the sign. C:\BUSINESS\TOPSTONE\REPORT.DOC 10 intersection of Sullivan Avenue at Troy Road presently operates at Level of Service B during the morning and afternoon peak hours and will continue at the same LOS B during both peak hours with the added trips associated with the proposed golf course. Sight distance measurements were made at the intersection of the site access drive and Brookfield Street. The sight distances available to drivers looking left from the site drive are greater than the Upper Intersection Sight Distance presented in the ConnDOT Guidelines for Highway Design for the 85th percentile speeds on Brookfield Street, and meets the Minimum Intersection Sight Distance when looking right from the site access drive. Additional sight distance looking right(beyond the Upper Intersection Sight Distance) can be provided by removing the shrubs surrounding the pet cemetery sign and relocating the sign. The available sight distance for vehicles turning left from Brookfield Street onto the golf course site is greater than the distance presented in the ConnDOT reference. Since traffic operations at the intersection of Brookfield Street and the site access drive will be very good Levels of Service A and sight distances exceed the standards established by ConnDOT in their Highway Design Guidelines for the 8e percentile speed of travel on Brookfield Street, no offsite improvements are suggested by this study as a result of the added traffic generated by the proposed 18-hole Willowbrook Golf Course. C:\BUSINESS\TOPSTONE\REP0RT.DOC 1 f EXISTING TRAFFIC VOLUMES SOUTH WINDSOR, CT CONNECTICUT COUNTS INC 116 SUMMIT STREET Site Code : 000000000054 NEWINGTON, CT Start Date: 06/27/2001 File I.D. J:\RTR COUNTS Street name :BROOKFIELD STREET NORTHBOUND Page 1 Begin 0- 16- 21- 26- 31- 36- 41- 46- 51- 56- 61- 66- 71- 76- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12.00 06/27 * * * * * * * * * * * x x 01:00 * * * * * * * * * * * * * x x 02:00 * * x * x x * x x x * x x * x 03:00 x * x x x x x x x * x * * x 04:00 * * x x x x x * x * x x x x x 05:00 * x x x x * x * x * x x x x 06.00 x x x x x x x * * x x * x x 07:00 x * x x x x x * x x x * x x 08:00 x x x x x x x * * x x * x x x 09:00 22 2 0 0 2 10 5 2 0 1 0 0 0 0 0 10:00 23 0 1 2 2 8 5 3 2 0 0 0 0 0 0 11:00 33 0 0 0 1 11 10 9 1 1 0 0 0 0 0 12:00 pm 34 0 0 0 1 7 8 16 2 0 0 0 0 0 0 01:00 50 0 1 0 3 17 14 11 4 0 0 0 0 0 0 02:00 59 0 0 0 3 20 23 10 3 0 0 0 0 0 0 03:00 73 0 0 0 1 13 38 18 2 0 1 0 0 0 0 04:00 107 1 0 0 6 22 48 29 1 0 0 0 0 0 0 05:00 68 0 0 0 5 8 36 17 2 0 0 0 0 0 0 06:00 67 1 0 0 4 15 30 15 2 0 0 0 0 0 0 07:00 55 0 0 1 1 13 24 14 2 0 0 0 0 0 0 08:00 44 0 0 0 4 13 17 8 2 0 0 0 0 0 0 09:00 25 0 0 1 2 7 13 1 0 1 0 0 0 0 0 10:00 14 0 0 0 0 3 9 2 0 0 0 0 0 0 0 11,00 12 0 0 0 0 3 4 4 1 0 0 0 0 0 0 Day Totals 686 4 2 4 35 170 284 159 24 3 1 12:00 06/28 2 0 0 0 0 1 1 0 0 0 0 0 0 0 0 01:00 2 0 0 0 0 0 2 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 3 0 0 0 1 0 2 0 0 0 0 0 0 0 0 04:00 3 0 0 0 1 0 1 1 0 0 0 0 0 0 0 05:00 6 0 0 0 0 3 1 2 0 0 0 0 0 0 0 06:00 9 0 0 0 1 2 4 2 0 0 0 0 0 0 0 07:00 26 1 0 0 4 9 9 2 0 1 0 0 0 0 0 08:00 24 0 0 1 4 6 7 5 1 0 0 0 0 0 0 09:00 39 0 0 1 3 7 10 15 2 0 0 1 0 0 0 10:00 33 0 0 0 6 9 11 7 0 0 0 0 0 0 0 11:00 38 1 0 1 4 4 15 11 1 1 0 0 0 0 0 12:00 pm 47 0 0 0 1 12 24 9 1 0 0 0 0 0 0 01:00 42 0 0 1 1 11 15 12 2 0 0 0 0 0 0 02:00 45 0 0 0 1 11 23 8 1 0 0 1 0 0 0 03:00 91 0 0 0 6 10 53 21 1 0 0 0 0 0 0 04:00 94 0 0 0 3 18 47 21 4 1 0 0 0 0 0 05:00 83 0 0 2 4 12 31 26 8 0 0 0 0 0 0 06:00 71 0 0 2 1 15 34 14 3 2 0 0 0 0 0 07:00 38 0 1 0 4 7 16 9 1 0 0 0 0 0 0 08:00 47 1 0 0 5 11 19 7 3 1 0 0 0 0 0 09:00 32 0 0 0 4 9 14 5 0 0 0 0 0 0 0 10:00 16 0 1 0 0 5 5 4 0 0 0 1 0 0 0 11:00 11 0 0 0 0 4 4 2 1 0 0 0 0 0 0 Day Totals 802 3 2 8 54 166 348 183 29 6 * 3 SOUTH WINDSOR, CT CONNECTICUT COUNTS INC 116 SUMMIT STREET Site Code : 000000000054 NEWINGTON, CT Start Date: 06/27/2001 File I.D. J:\ATR COUNTS Street name :BROOKFIELD STREET NORTHBOUND Page 2 Begin 0- 16- 21- 26- 31- 36- 41- 46- 51- 56- 61- 66- 71- 76- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 06/29 7 0 0 0 0 0 1 6 0 0 D 0 0 0 0 01:00 1 0 0 0 0 1 0 0 0 0 0 0 0 0 0 02:00 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 03:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 2 0 0 0 1 0 1 0 0 0 0 0 0 0 0 05:00 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 06:00 13 0 0 1 1 4 4 2 1 0 0 0 0 0 0 07:00 20 0 0 1 3 4 9 2 1 0 0 0 0 0 0 08:00 21 0 1 2 2 3 6 7 0 0 0 0 0 0 0 09:00 43 1 0 1 2 21 11 7 0 0 0 0 0 0 0 10:00 37 0 1 0 1 9 15 7 3 1 0 0 0 0 0 11:00 47 0 0 0 5 14 15 9 3 1 0 0 0 0 0 12:00 pm 46 0 0 1 2 8 18 15 0 1 0 1 0 0 0 O1:00 58 0 0 0 2 6 27 21 2 0 0 0 0 0 0 02:00 57 1 0 0 5 15 22 8 3 1 0 1 0 0 1 03:00 86 0 0 0 4 13 44 21 3 1 0 0 0 0 0 04:00 106 1 0 0 1 17 53 31 2 0 0 1 0 0 0 05:00 85 0 0 0 3 14 39 24 4 1 0 0 0 0 0 06:00 70 0 0 0 3 12 32 17 5 0 0 0 0 0 1 07:00 59 1 0 0 2 15 24 12 3 1 1 0 0 0 0 08:00 34 0 0 1 3 6 14 4 1 3 1 0 0 0 1 09.00 35 0 0 1 4 10 16 4 0 0 0 0 0 0 0 10:00 13 0 0 0 0 4 4 4 0 1 0 0 0 0 0 11,00 i8 0 0 0 0 4 8 5 1 0 0 0 0 0 0 Day Totals 860 4 2 8 44 180 364 207 32 it 2 3 * * 3 Grand Total 2348 11 6 20 133 516 996 549 85 20 3 6 0 0 3 Speed Statistics. 15th Percentile Speed 31 MPH Median Speed (50th percentile): 37 MPH Average Speed - All Vehicles 38 MPH 85th Percentile Speed 42 MPH 95th Percentile Speed 44 MPH 10 MPH Pace Speed 36-45 MPH Number of Vehicles in Pace 1545 Percent of Vehicles in Pace 65.80% Number of Vehicles > 35 MPH 1662 Percent of Vehicles > 35 MPH: 70.78% I V I SOUTH WINDSOR, CT CONNECTICUT COUNTS INC 116 SUMMIT STREET Site Code : 000000000054 NEWINGTON, CT Start Date: 06/27/2001 File I.D. J:\ATR COUNTS Street name :BROOKFIELD STREET SOUTHBOUND Page 3 Begin 0- 16- 21- 26- 31- 36- 41- 46- 51- 56- 61- 66- 71- 76- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 06/27 * * * * * 02:00 03*00 04.00 05:00 * * * * * * * * * x 06:00 09:00 33 2 0 0 1 1 10 9 5 4 1 0 0 0 0 10:00 34 0 0 0 1 4 10 10 4 4 1 0 0 0 0 11:00 26 0 0 0 1 5 4 8 8 0 0 0 0 0 0 12:00 pm 46 0 0 0 1 5 7 11 13 6 2 1 0 0 0 01,00 27 0 0 0 1 3 9 2 7 4 1 0 0 0 0 02:00 34 0 0 0 1 2 8 8 12 2 1 0 0 0 0 03:00 39 0 0 0 0 1 7 14 13 2 1 1 0 0 0 04:00 40 1 0 0 2 1 12 11 11 2 0 0 0 0 0 05:00 46 1 0 0 2 1 8 15 15 4 0 0 0 0 0 06:00 37 0 0 0 0 4 11 14 5 2 0 0 1 0 0 07:00 36 0 0 0 1 3 5 20 6 0 1 0 0 0 0 08:00 30 0 0 0 1 3 9 4 10 1 2 0 0 0 0 09:00 13 0 0 0 0 1 5 3 3 1 0 0 0 0 0 10:00 7 0 0 0 0 0 3 1 2 0 0 1 0 0 0 11,00 5 0 0 0 0 0 1 3 1 0 0 0 0 0 0 Day Totals 453 4 * * 12 34 109 133 115 32 10 3 1 12:00 06/28 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 2 0 0 0 0 0 0 0 2 0 0 0 0 0 0 03.00 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 04:00 15 0 0 0 2 3 4 4 1 1 0 0 0 0 0 05:00 44 0 1 0 1 4 8 18 8 3 1 0 0 0 0 06:00 85 0 0 0 0 7 19 27 22 7 1 1 0 0 1 07.00 77 0 0 0 2 0 11 31 23 7 2 1 0 0 0 08:00 38 0 0 0 3 4 8 8 8 5 2 0 0 0 0 09:00 51 0 0 0 1 5 12 16 13 3 0 0 0 0 1 10:00 32 0 0 0 1 5 7 11 7 0 1 0 0 0 0 11:00 43 0 0 0 0 7 8 16 8 2 1 1 0 0 0 12:00 pm 46 0 0 0 1 5 6 14 14 5 1 0 0 0 0 01:00 31 0 0 0 1 1 7 10 6 5 1 0 0 0 0 02:00 40 0 0 0 0 1 8 22 5 4 0 0 0 0 0 03:00 41 0 0 0 1 7 6 13 8 4 2 0 0 0 0 04:00 42 0 0 0 1 3 10 13 7 6 1 1 0 0 0 05:00 42 0 1 0 0 3 9 8 11 4 4 2 0 0 0 06:00 46 0 1 0 0 3 11 14 14 2 0 0 1 0 0 07:00 27 0 0 0 2 0 8 7 8 0 2 0 0 0 0 08:00 22 0 0 1 1 3 7 5 3 2 0 0 0 0 0 09:00 13 0 0 0 0 4 4 4 0 1 0 0 0 0 0 10:00 7 0 0 0 0 1 3 0 0 0 1 0 2 0 0 11:00 3 0 0 0 0 1 1 0 1 0 0 0 0 0 0 Day Totals 749 * 3 1 17 67 157 241 170 61 21 6 3 * 2 SOUTH WINDSOR, CT CONNECTICUT COUNTS INC 116 SUMMIT STREET Site Code : 000000000054 NEWINGTON, CT Start Date: 06/27/2001 File I.D. J:\ATR COUNTS Street name :BROOKFIELD STREET SOUTHBOUND Page 4 Begin 0- 16- 21- 26- 31- 36- 41- 46- 51- 56- 61- 66- 71- 76- Time Total 15 20 25 30 35 40 45 50 55 60 65 70 75 999 12:00 06/29 4 0 0 0 0 0 0 0 3 0 1 0 0 0 0 01:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03z00 2 0 0 0 0 0 0 1 0 1 0 0 0 0 0 04:00 15 0 0 0 0 5 6 1 1 1 1 0 0 0 0 05:00 33 0 0 0 2 2 5 14 9 0 0 0 0 1 0 06:00 81 0 0 0 1 4 24 24 20 6 0 2 0 0 0 07:00 64 0 0 0 1 3 13 27 16 2 1 1 0 0 0 08:00 50 0 0 0 0 7 10 15 14 3 1 0 0 0 0 09:00 48 0 0 0 0 7 16 12 11 2 0 0 0 0 0 10:00 57 0 0 1 0 7 18 16 9 5 0 1 0 0 0 11:00 37 1 0 0 0 2 12 7 9 2 3 0 0 0 1 12:00 pm 43 0 1 0 0 5 8 14 9 3 2 1 0 0 0 O1:00 52 0 1 0 0 7 13 17 13 1 0 0 0 0 0 02:00 42 0 0 1 2 2 6 13 9 8 1 0 0 0 0 03:00 32 0 0 0 0 0 5 14 9 3 1 0 0 0 0 04:00 46 0 0 0 0 1 6 16 13 9 1 0 0 0 0 05:00 42 0 1 0 1 1 8 25 5 1 0 0 0 0 0 06:00 48 1 0 0 1 2 5 22 12 3 1 0 0 0 1 07:00 42 0 1 0 3 3 14 9 9 2 1 0 0 0 0 08:00 37 0 0 1 3 9 7 7 6 3 1 0 0 0 0 09:00 22 0 0 0 0 3 9 8 1 1 0 0 0 0 0 10:00 10 1 0 0 0 0 2 3 1 2 0 0 0 0 1 11:00 7 0 0 0 0 0 2 4 0 1 0 0 0 0 0 Day Totals 814 3 4 3 14 70 189 269 179 59 15 5 * 1 3 Grand Total 2016 7 7 4 43 171 455 643 464 152 46 14 4 1 5 Speed Statistics. 15th Percentile Speed 36 MPH Median Speed (50th percentile): 42 MPH Average Speed - All Vehicles 43 MPH 85th Percentile Speed 48 MPH 95th Percentile Speed 53 MPH 10 MPH Pace Speed 41-50 MPH Number of Vehicles in Pace 1107 Percent of Vehicles in Pace 54.91% Number of Vehicles > 35 MPH 1784 Percent of Vehicles > 35 MPH: 88.48% CONNECTICUT COUNTS e Code S. WINDSOR, CT PAGE: 1 St. TROY ROAD FILE: INC-1591 St. SULLIVAN AVENUE of Wk.: WEEKDAY Primary Movements: Vehicles DATE: 6/28/01 ------------------------------------------------------------------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 7:00 AM - 9:00 AM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ----------------------------------------------------------------------------------------------- North 7:00 AM 0.83 61 0 95 156 39 0 61 East 7:15 AM 0.89 43 439 0 482 9 91 0 South 7:15 AM 0.00 0 0 0 0 0 0 0 West 7:45 AM 0.91 0 278 19 297 0 94 6 Entire Intersection North 7:30 AM 0.74 44 0 95 139 32 0 68 East 0.89 40 442 0 482 8 92 0 South 0.00 0 0 0 0 0 0 0 West 0.86 0 261 22 283 0 92 8 TROY ROAD �...+ N- ,...{ W-+-E 44 , 0 95 `............f ------------------* *------------------ i i .......... --- 139 ---- -- 40 .......... 486 ------------------ .................. i ... SULLIVAN AVENUE 482 442 - y ------------------ ----------------- i 22 -- -- 0 i ------------------ i ------------------ 261 283 SULLIVAN AVENUE ... --------------- ------------------ ± ........... 356 .......... 0 -- --- 0 ---- .................. i i ------------------* *------------------ CONNECTICUT COUNTS to Code : S. WINDSOR, CT PAGE: 1 S St. : TROY ROAD FILE: INC-1590 W St. : SULLIVAN AVENUE of Wk.: WEEKDAY Primary Movements: Vehicles DATE: 6/28/01 ---------------------------------- --------------------------------------------------------------------------------------------- PEAK PERIOD ANALYSIS FOR THE PERIOD: 4:00 PM - 6:00 PM DIRECTION START PEAK HR ........ VOLUMES ........ .... PERCENTS ... FROM PEAK HOUR FACTOR Right Thru Left Total Right Thru Left ----------------------------------------------------------------------------------------------- North 4:45 PM 0.89 36 0 117 153 24 0 76 East 4:45 PM 0.97 129 430 0 559 23 77 0 South 4:45 PM 0.00 0 0 0 0 0 0 0 West 4:30 PM 0.91 0 613 65 678 0 90 10 Entire Intersection North 4:30 PM 0.82 37 0 104 141 26 0 74 East 0.94 128 416 0 544 24 76 0 South 0.00 0 0 0 0 0 0 0 West 0.91 0 613 65 678 0 90 10 TROY ROAD +...i N i...y W-+-E 37 i 0 i 104 i............ ------------------* *------------------ .................. --- 141 ---- -- 128 .................. i ... SULLIVAN AVENUE 544 416 --------------- ------------------ ------------------ i 65 -- -- 0 i ------------------ i ------------------ 613 678 SULLIVAN AVENUE ... --------------- ------------------ i .................. 717 .......... 0 -- --- 0 ---- .................. ------------------* *------------------ �............i 0 0 { 0 ` �.. 0 ...' SIGNALIZED INTERSECTION CAPACITY ANALYSES EXISTING CONDITIONS HCS2000 : Signalized Intersections Release 4 . 1 alyst: BAH Inter. : Sullivan Avenue at Troy Road ency: Traffic Engineering Solutions Area Type: All other areas te: 7/9/01 Jurisd: South Windsor riod: AM Peak Year 2001 Existing Conditions oject ID: Topstone Golf Course W St: Sullivan Avenue (Route 194) NIS St: Troy Road SIGNALIZED INTERSECTION SUMMARY { Eastbound I Westbound I Northbound { Southbound { { L T R { L T R { L T R { L T R { 1 I I I I Lanes ► 1 1 0 { 0 1 0 { 0 0 0 { 0 0 0 { JConfig { L T { TR { { LR { Dlume 122 261 { 442 40 { 195 44 { ine Width 112 . 0 12. 0 { 12 . 0 { { 12. 0 { FOR Vol { { 0 { { 0 zration 1 . 00 Area Type: All other areas Signal Operations ase Combination 1 2 3 4 1 5 6 7 8 Left P A { NB Left Thru P A { Thru Right { Right Peds { Peds Left SB Left A Thru A { Thru Right A { Right A Peds Peds Right { EB Right Right { WB Right een 5. 0 35. 0 20 . 0 llow 3. 0 3 . 0 3 . 0 1 Red 0. 0 2. 0 1 . 0 Cycle Length: 72 . 0 secs I Intersection Performance Summary 11ppr/ Lane Adj Sat Ratios Lane Group Approach mane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS astbound L 276 1770 0. 09 0. 60 7 . 8 A 1113 1863 0.27 0 . 60 7 . 1 A 7 .2 A estbound IR 895 1842 0. 61 0 . 49 14 . 7 B 14 .7 B Northbound I Iouthbound LR 479 1724 0 .39 0 .28 21 . 6 C 21 . 6 C Intersection Delay = 13. 6 (sec/veh) Intersection LOS = B iHCS2000: Signalized Intersections Release 4 . 1 raffic Engineering Solutions, P.C. 93 Lexington Road Glastonbury, Connecticut 06033 hone: (860) 657-3579 Fax: E-Mail : BHillson@AOL.com OPERATIONAL ANALYSIS Analyst: BAH lgency/Co. : Traffic Engineering Solutions ate Performed: 7/9/01 Analysis Time Period: AM Peak ntersection: Sullivan Avenue at Troy Road rea Type: All other areas urisdiction: South Windsor Iralysis Year: 2001 Existing Conditions roject ID: Topstone Golf Course East/West Street North/South Street Sullivan Avenue (Route 194) Troy Road HCS2000: Signalized Intersections Release 4 . 1 Inalyst: BAH Inter. : Sullivan Avenue at Troy Road gency: Traffic Engineering Solutions Area Type: All other areas Date: 7/9/01 Jurisd: South Windsor eriod: PM Peak Year 2001 Existing Conditions roject ID: Topstone Golf Course E/W St: Sullivan Avenue (Route 194) N/S St: Troy Road SIGNALIZED INTERSECTION SUMMARY ► Eastbound ► Westbound ► Northbound ► Sorthbound ► ► L T R ► L T R ► L T R ► L T R ► I ► f I I lo. Lanes ► 1 1 0 ► 0 1 0 ► 0 0 0 ( 0 0 0 LGConfig ► L T ► TR ► ► LR ► lolume 165 613 ► 416 128 ( 1104 37 1 ane Width 112 . 0 12 . 0 ► 12 . 0 ( ► 12 . 0 ► RTOR Vol ► ► 0 ► ► 0 ► it uration 1. 00 Area Type: All other areas Signal Operations base Combination 1 2 3 4 ► 5 6 7 8 B Left P A ► NB Left Thru P A ► Thru Right ► Right Peds ► Peds tB Left ► SB Left A Thru A ( Thru Right A ( Right A Peds ► Peds NB Right ► EB Right fB Right ► WB Right reen 8 . 0 45. 0 15. 0 Yellow 3. 0 3 . 0 3. 0 11 Red 0. 0 2 . 0 1 . 0 Cycle Length: 80. 0 secs I Intersection Performance Summary 1ppr/ Lane Adj Sat Ratios Lane Group Approach ane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS astbound L 314 1770 0.24 0 .70 6.2 A 1304 1863 0. 55 0 .70 6. 3 A 6. 3 A estbound IR 1014 1803 0. 60 0 .56 12 . 6 B 12. 6 B Northbound I Iouthbound LR 325 1733 0. 59 0 .19 32 . 5 C 32 .5 C Intersection Delay = 11 . 9 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4 .1 4 raffic Engineering Solutions, P.C. 93 Lexington Road Glastonbury, Connecticut 06033 thone: 860 ( ) 657-3579 Fax: E-Mail : BHillson@AOL.com OPERATIONAL ANALYSIS Analyst: BAH lgency/Co. : Traffic Engineering Solutions ate Performed: 7/9/01 Analysis Time Period: PM Peak 4ntersection: Sullivan Avenue at Troy Road rea Type: All other areas urisdiction: South Windsor tnalysis Year: 2001 Existing Conditions roject ID: Topstone Golf Course East/West Street North/South Street Sullivan Avenue (Route 194) Troy Road i 1 1 1 i 1 i � SIGNALIZED INTERSECTION r ' CAPACITY ANALYSES 2003 NO-BUILD CONDITIONS S 1 i IHCS2000: Signalized Intersections Release 4 . 1 alyst: BAH Inter. : Sullivan Avenue at Troy Road Agency: Traffic Engineering Solutions Area Type: All other areas Date: 7/9/01 Jurisd: South Windsor eriod: AM Peak Year 2003 No-Build Conditions roject ID: Topstone Golf Course E/W St: Sullivan Avenue (Route 194) N/S St: Troy Road SIGNALIZED INTERSECTION SUMMARY Eastbound { Westbound ► Northbound I Southbound { { L T R { L T R ( L T R { L T R { I I I I I to. Lanes { 1 1 0 { 0 1 0 J 0 0 0 { 0 0 0 J LGConfig J L T J TR { I LR J lolume 123 272 { 460 42 ( 199 46 { ane Width 112. 0 12 . 0 { 12 . 0 { { 12 . 0 { RTOR Vol { { 0 J { 0 { 11 Wuration 1 . 00 Area Type: All other areas Signal Operations 1hase Combination 1 2 3 4 { 5 6 7 8 B Left P A { NB Left Thru P A { Thru Right J Right Peds J Peds B Left I SB Left A Thru A { Thru Right A { Right A Peds J Peds NB Right J EB Right fB Right { WB Right reen 5. 0 35. 0 20. 0 Yellow 3 . 0 3 . 0 3. 0 �11 Red 0 . 0 2 . 0 1 . 0 Cycle Length: 72 . 0 secs I Intersection Performance Summary ppr/ Lane Adj Sat Ratios Lane Group Approach ane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS astbound L 276 1770 0. 10 0. 60 7 . 9 A 1113 1863 0.28 0. 60 7 .2 A 7 .2 A estbound IR 895 1842 0. 63 0. 49 15.2 B 15.2 B Northbound I Iouthbound LR 479 1724 0.41 0 .28 21 . 8 C 21 . 8 C Intersection Delay = 13. 9 (sec/veh) Intersection LOS = B HCS2000 : Signalized Intersections Release 4 . 1 4 raffic Engineering Solutions, P.C. 93 Lexington Road Glastonbury, Connecticut 06033 hone: (860) 657-3579 Fax: E-Mail: BHillson@AOL.com i OPERATIONAL ANALYSIS Analyst: BAH lgency/Co. : Traffic Engineering Solutions ate Performed: 7/9/01 Analysis Time Period: AM Peak ntersection: Sullivan Avenue at Troy Road rea Type : All other areas urisdiction: South Windsor Analysis Year: 2003 No-Build Conditions oject ID: Topstone Golf Course East/West Street North/South Street Sullivan Avenue (Route 194) Troy Road IHCS2000 : Signalized Intersections Release 4. 1 alyst: BAH Inter. : Sullivan Avenue at Troy Road gency: Traffic Engineering Solutions Area Type: All other areas Date: 7/9/01 Jurisd: South Windsor �eriod: PM Peak Year 2003 No-Build Conditions roject ID: Topstone Golf Course E/W St: Sullivan Avenue (Route 194) N/S St: Troy Road SIGNALIZED INTERSECTION SUMMARY { Eastbound ( Westbound 1 Northbound I Southbound { L T R i L T R { L T R ( L T R { I I I I I o. Lanes ( 1 1 0 { 0 1 0 { 0 0 0 { 0 0 0 { LGConfig { L T { TR { { LR 1 tolume 168 638 1 433 133 1 1108 39 1 ane Width 112 . 0 12 . 0 1 12 .0 1 1 12 . 0 { RTOR Vol 1 { 0 ► 1 0 { a Wuration 1 . 00 Area Type: All other areas Signal Operations 9 base Combination 1 2 3 4 ( 5 6 7 8 B Left P A { NB Left Thru P A i Thru Right { Right Peds 1 Peds kB Left 1 SB Left A Thru A 1 Thru Right A 1 Right A Peds { Peds NB Right 1 EB Right tB Right { WB Right reen 8 . 0 45. 0 15. 0 Yellow 3 . 0 3. 0 3 . 0 11 Red 0. 0 2 . 0 1 . 0 Cycle Length: 80. 0 secs I Intersection Performance Summary Ippr/ Lane Adj Sat Ratios Lane Group Approach ane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS astbound L 314 1770 0.25 0 . 70 6. 4 A 1304 1863 0 . 57 0. 70 6. 6 A 6. 6 A estbound IR 1015 1804 0. 63 0.56 13 . 1 ' B 13 . 1 B Northbound I Iouthbound LR 325 1732 0. 61 0. 19 33. 3 C 33 .3 C Intersection Delay = 12. 3 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4 . 1 0 raffic Engineering Solutions, P.C. 93 Lexington Road Glastonbury, Connecticut 06033 hone: (860) 657-3579 Fax: E-Mail: BHillson@AOL.com OPERATIONAL ANALYSIS Analyst: BAH lgency/Co. : Traffic Engineering Solutions ate Performed: 7/9/01 Analysis Time Period: PM Peak crurisdiction: tersection: Sullivan Avenue at Troy Road ea Type: All other areas South Windsor inalysis Year: 2003 No-Build Conditions oject ID: Topstone Golf Course East/west Street North/South Street Sullivan Avenue (Route 194) Troy Road � SIGNALIZED INTERSECTION � CAPACITY ANALYSES i 2003 BUILD CONDITIONS IHCS2000: Signalized Intersections Release 4 . 1 Inalyst: BAH Inter. : Sullivan Avenue at Troy Road gency: Traffic Engineering Solutions Area Type: All other areas Date: 7/9/01 Jurisd: South Windsor �eriod: AM Peak Year 2003 Build Conditions roject ID: Topstone Golf Course E/W St: Sullivan Avenue (Route 194) N/S St: Troy Road SIGNALIZED INTERSECTION SUMMARY ( Eastbound ► Westbound ► Northbound ( Southbound i I L T R I L T R I L T R I L T R I I I { I lo. Lanes I 1 1 0 ( 0 1 0 1 0 0 0 { 0 0 0 { GConfig ► L T ( TR { ( LR 1 olume 139 272 { 460 58 ( 1103 50 1 ane Width 112 . 0 12. 0 1 12 .0 ( 1 12 . 0 RTOR Vol ( ► 0 I I 0 ■ oration 1 . 00 Area Type: All other areas Signal Operations 1base Combination 1 2 3 4 1 5 6 7 8 B Left P A I NB Left Thru P A { Thru Right 1 Right Peds 1 Peds B Left 1 SB Left A Thru A ( Thru Right A i Right A Peds 1 Peds tB Right i EB Right B Right 1 WB Right reen 5. 0 35. 0 20 . 0 Yellow 3 . 0 3. 0 3 . 0 11 Red 0. 0 2 . 0 1 . 0 Cycle Length: 72 . 0 secs I Intersection Performance Summary pr/ Lane Adj Sat Ratios Lane Group Approach Ip ane Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LOS astbound L 276 1770 0. 16 0 . 60 8 . 3 A 1113 1863 0.28 0 . 60 7.2 A 7.3 A estbound IR 892 1835 0. 65 0 . 49 15.7 B 15. 7 B Northbound Iouthbound LR 478 1722 0.43 0 .28 22 . 0 C 22 . 0 C iIntersection Delay = 14 .2 (sec/veh) Intersection LOS = B HCS2000: Signalized Intersections Release 4 . 1 raffic Engineering Solutions, P.C. 93 Lexington Road Glastonbury, Connecticut 06033 hone: (860) 657-3579 Fax: E-Mail: BHillson@AOL. com OPERATIONAL ANALYSIS Analyst: BAH lgency/Co. : Traffic Engineering Solutions ate Performed: 7/9/01 Analysis Time Period: AM Peak ntersection: Sullivan Avenue at Troy Road rea Type: All other areas urisdiction: South Windsor alysis Year: 2003 Build Conditions troject ID: Topstone Golf Course East/West Street North/South Street Sullivan Avenue (Route 194) Troy Road HCS2000: Signalized Intersections Release 4 . 1 alyst: BAH Inter. : Sullivan Avenue at Troy Road ency = Traffic Engineering Solutions Area Type: All other areas Date: 7/9/01 Jurisd: South Windsor riod: PM Peak Year 2003 Build Conditions oject ID: Topstone Golf Course E/W St: Sullivan Avenue (Route 194) N/S St: Troy Road ' SIGNALIZED INTERSECTION SUMMARY i Eastbound I Westbound I Northbound I Southbound I I L T R I L T R I L T R I L T R I I 1 I I I I 10 . Lanes 1 1 1 0 I 0 1 0 I 0 0 0 1 0 0 0 I kne Config I L T I TR I I LR I lume 179 638 1 433 144 1 1122 53 1 Width 112. 0 12. 0 1 12. 0 1 1 12. 0 1 RTOR Vol 1 I 0 1 1 0 ! E duration 1.00 Area Type: All other areas Signal Operations ase Combination 1 2 3 4 1 5 6 7 8 Left P A I NB Left Thru P A I Thru Right 1 Right Peds 1 Peds Left I SB Left A Thru A I Thru Right A I Right A Peds I Peds NB Right I EB Right tRight I WB Right een 8. 0 45. 0 15. 0 Yellow 3. 0 3. 0 3. 0 1 Red 0- 0 2. 0 1. 0 Cycle Length: 80. 0 secs I Intersection Performance Summary t pr/ Lane Adj Sat Ratios Lane Group Approach ne Group Flow Rate Grp Capacity (s) v/c g/C Delay LOS Delay LQS astbound L 314 1770 0 . 29 0. 70 6.8 A 1 1304 1863 0. 57 0. 70 6. 6 A 6. 6 A Westbound IR 1013 1800 0. 64 0. 56 13. 4 B 13. 4 B orthbound �outhbound LR 324 1726 0. 73 0. 19 39. 2 D 39. 2 D IIntersection Delay = 13. 6 (sec/veh) Intersection LDS = B HCS2000: Signalized Intersections Release 4 . 1 raffic Engineering Solutions, P . C. 93 Lexington Road Glastonbury, Connecticut 06033 Lone, (860) 657-3579 Fax: E-Mail : BHillson@AOL. com OPERATIONAL ANALYSIS Analyst: BAH Igency/Co. = Traffic Engineering Solutions ate Performed: 7/9/01 nalysis Time Period: PM Peak intersection: Sullivan Avenue at Troy Road rea Type: All other areas urisdiction: South Windsor Analysis Year: 2003 Build Conditions �roject ID: Topstone Golf Course East/West Street North/South Street Sullivan Avenue (Route 194 ) Troy Road UNSIGNALIZED INTERSECTION ' CAPACITY ANALYSES � 2003 BUILD CONDITIONS i HCS2000: Unsignalized Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY ta alyst: BAH ency/Co. : Traffic Engineering Solutions te Performed: 7I9/01 Analysis Time Period: AM Peak Intersection: Brookfield St. at Site Access risdiction: South Windsor Analysis Year: 2003 Build Conditions Project ID: Topstone Golf Course last/West Street: Site Access Drive orth/South Street: Brookfield Street intersection Orientation: NS Study period (hrs) : 1.00 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 4 5 6' L T R L T R Volume 27 22 22 80 eak-Hour Factor, PHF 0.85 0.85 0.85 0.85 ourly Flow Rate, HFR 31 25 25 94 -- ercent Heavy Vehicles 2 Median Type Undivided lT Channelized? anes 1 0 0 1 onfiguration TR LT Upstream Signal? No No Minor Street: Approach Westbound Eastbound Movement 7 8 9 10 11 12 L T R L T R olume 6 6 Peak Hour Factor, PHF 0.85 0.85 iourly Flow Rate, HFR 7 7 ercent Heavy Vehicles 2 2 ercent Grade (%) 0 0 Median Storage lared Approach: Exists? No Storage IT Channelized? Lanes 0 0 onfiguration LR Delay, Queue Length, and Level of Service 1pproach NB SB Westbound Eastbound ovement 1 4 7 8 9 ) 10 11 12 ane Config LT LR 4 (vph) 25 14 (m) (vph) 1549 891 /c 0.02 0.02 95% queue length 0.05 0.05 lontrol Delay 7.4 9.1 OS A A Approach Delay 9.1 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1 HCS2000: Unsignalized Intersections Release 4.1 TWO-WAY STOP CONTROL SUMMARY ta alyst: BAH ency/Co. : Traffic Engineering Solutions te Performed: 7/9/01 Analysis Time Period: PM Peak t tersection* Brookfield St. at Site Access risdiction: South Windsor alysis Year: 2003 Build Conditions Project ID: Topstone Golf Course last/West Street: Site Access Drive orth/South Street: Brookfield Street intersection Orientation: NS Study period (hrs) : 1.00 Vehicle Volumes and Adjustments Major Street: Approach Northbound Southbound Movement 1 2 3 1 4 5 6' L T R I L T R Volume 98 15 15 44 eak-Hour Factor, PHF 0.85 0.85 0.85 0.85 ourly Flow Rate, HFR 115 17 17 51 lercent Heavy Vehicles 2 Median Type Undivided lT Channelized? anes 1 0 0 1 onfiguration TR LT Upstream Signal? No No inor Street: Approach Westbound Eastbound Movement 7 8 9 1 10 11 12 L T R I L T R olume 19 19 Peak Hour Factor, PHF 0.85 0.65 Hourly Flow Rate, HFR 22 22 lercent Heavy Vehicles 2 2 ercent Grade (%} 0 0 Median Storage IT ared Approach: Exists? No Storage Channelized? Lanes 0 0 onfiguration LR Delay, Queue Length, and Level of Service 1pproach NB SB Westbound Eastbound ovement 1 4 1 7 8 9 1 10 11 12 ane Config LT LR 1 (vph) 17 44 (m) (vph) 1453 841 /c 0.01 0.05 95% queue length 0.04 0.17 ontrol Delay 7.5 9.5 OS A A pproach Delay 9.5 Approach LOS A HCS2000: Unsignalized Intersections Release 4.1 August 17,2001 Robert and Linda P.Hull 75 Skyline Drive South Windsor,CT 06074 RECEIVED Town of South Windsor AUG 2 0 9 n ni Planing and Zoning Commission Town Hall SOUTH WINDSOR PLANNNG DEPT. 1540 Sullivan Avenue South Windsor,CT 06074 RE: Willowbrook Golf Course Dear Members: Due to vacation plans,we are unable to attend the scheduled town hearing pertaining to the above referenced matter. We request that this letter be read and submitted to the minutes of said hearing. As home owners,we appreciate the guaranteed open space and the scenic beauty that Willowbrook Golf Course promises and we understand the advantages of having a golf course in our back yard. Unfortunately,this is a literal description. The 17t'tee is approximately 100 feet from our back deck. Our concerns center on the following: • The proximity to our back yard. • The six(6)foot chain link security fence which will be approximately seventy-five (75)feet from our back deck. We question the need for fencing in general. We know of no other golf course in surrounding towns that have fencing. Specifically,we find the idea of a metal fence aesthetically unpleasant and offensive. • The naturally intrusive nature of a golf course invading our privacy. There will be activity in our back yard from sunup to sundown. • The greens and tees are closest to the highest density housing in the plan,i.e. Skyline Drive and Greenfield Drive. The distance appears to be approximately six(6)to twenty-five(25)feet from the property lines. • Lack of a guaranteed buffer. • Safety issues,i.e.misdirected golf balls. Although we are not present at the hearing,please give our concerns due consideration. Thank you. Sincerely, � Robert P.Hull dd,P. Hull RECEIVED AUG 2 0 ?nni August 17,2001 SOUTH WINDSOR PLANNING DEPT, Robert and Linda P.Hull 75 Skyline Drive South Windsor,CT 06074 Town of South Windsor Planing and Zoning Commission Town Hall 1540 Sullivan Avenue South Windsor,CT 06074 RE: Willowbrook Golf Course Dear Members: Due to vacation plans,we are unable to attend the scheduled town hearing pertaining to the above referenced matter. We request that this letter be read and submitted to the minutes of said hearing. As home owners,we appreciate the guaranteed open space and the scenic beauty that Willowbrook Golf Course promises and`we understand the advantages of having a golf course in our back yard. Unfortunately,this is a literal description. The 17''tee is approximately 100 feet from our back deck. Our concerns center on the following: • The proximity to our back yard. • The six(6)foot chain link security fence which will be approximately seventy-five (75)feet from our back deck. We question the need for fencing in general. We know of no other golf course in surrounding towns that have fencing. Specifically,we find the idea of a metal fence aesthetically unpleasant and offensive. • The naturally intrusive nature of a golf course invading our privacy. There will be activity in our back yard from sunup to sundown. • The greens and tees are closest to the highest density housing in the plan,i.e. Skyline Drive and Greenfield Drive. The distance appears to be approximately six(6)to twenty-five(25)feet from the property lines. • Lack of a guaranteed buffer. • Safety issues,i.e.misdirected golf balls. Although we are not present at the hearing,please give our concerns due consideration. Thank you. Sincerely, Robert P.Hull J -p �44 i da P.Hull <0*H se" C 7119wn O-P s.0uL11 Vz� S ` 1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074 oe•ca AREA CODE 860 / 644-2511 August 17, 2001 RECEDED Certified #P462498169 AUG 2 2 Pool SOUTH WIND I SOR Mr. Joe Kelly ENGINEERING SOR 516A Griffin Road South Windsor, CT 06074 RE: Appl. #01-28P, Willowbrook Golf Course - (Assessor's map #124, parcel #77) RR residential zone. Dear Mr. Kelly: At the August 15, 2001 regular meeting, the Inland Wetlands Agency/Conservation Commission approved application #01-28P, Willowbrook Golf Course - Brookfield Street- Inland Wetland/Conservation Commission application for the construction of an 18-hole golf course, clubhouse, driving range, and associated improvements on 84 acres located easterly of Brookfield Street, southerly of Greenfield Street, westerly of Skyline Drive (Assessor's map #124, parcel #77) RR residential zone. 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 August 15, 2006. It is the landowner(s)/applicant(s) responsibility to track expiration dates and notify the Commission of a renewal request at least 65 days prior to expiration. Willowbrook Golf Course August 17, 2001 Page 2 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. The plant dates for the understory plantings should be from March 15 through April 23, 2001 and should be placed on the plans. 7. Environmental consultant to monitor and approve mitigation and stormwater bio-filter (mitigation) during construction. Annual reports to be submitted to the Town by the environmental consultant. 8. We recommend a bond in the amount of$20,000 be submitted to the Planning & Zoning Commission to ensure compliance with the Erosion and Sedimentation Control Measures. 9. We recommend a bond in the amount of$15,000 be submitted to the Planning & Zoning Commission to ensure proper construction and establishment of the mitigation and stormwater structures. The bond to be held for three growing seasons after completion Very truly yours, INLAND WETLANDS AGENCY/ CONS RVATION COMMISSION liz h Warren, Chairperson .dr cc: Chief Building Official Town Engineer Appl #01-28P, Willowbrook Golf Course Public Hearing, 8-21-01 Planning Department Report 1. Request for Special Exception approval to construct a golf course located on Brookfield Street, RR zone. Maximum impervious coverage allowed is 10%. Lot size is 84 acres; minimum lot size for a golf course is 30 acres. Front yard setback is about 180 feet for the clubhouse, 50 feet minimum setback required. 2. Special Exception criteria for non-residential uses in the RR zone include: • traffic impacts will not be detrimental to the residential character of the neighborhood; • there will be minimal adverse effects on existing uses in the area; • surrounding property values will be conserved and the character of the neighborhood will not be unduly disrupted; • impacts will not be detrimental to the capacity of present and proposed utilities, streets, drainage systems, sidewalks, and other infrastructure; • the land is physically suited to the proposed use and minimal adverse environmental impacts are created; and, • due consideration to preservation of historic factors has been demonstrated. 3. There are no established parking requirements in our regulations for golf course use. The applicant is proposing 129 spaces. 4. The clubhouse building has not been designed as yet, so Architectural and Design Review Committee review has not occurred yet. The applicant will be required to have the clubhouse and parking area design, landscaping, site lighting, and sign design reviewed by ADRC prior to construction. 5. A chain link fence is proposed around the golf course to protect from vandalism and unauthorized use. Given the generally unattractive appearance of chain link fencing, staff have suggested the use of green or black vinyl-coated chain link, with as much landscaping as possible along the fence. 6. It is a little unclear whether or how our buffer requirements apply to this application. Section 10.4.2 requires that whenever a permitted, non-residential fie -TA 6ON-v i 4o fu,u r I'd lip 'I On a, Uv 41-- ItA - , yv; -t'.4 use is established in a residential zone, the appropriate buffer shall be established along all property boundaries which abut the residentially zoned land rather than along property boundaries which abut non-residentially zoned land. This site has about 1000 feet of common boundary with a General Commercial Zone, and about 5000 feet of common boundary with residential zone. There is no requirement for a buffer when a non-residential use is surrounded completely by residentially-zoned land. There were no buffers required with Topstone golf course. The Commission's interpretation is needed to answer this question. 7. Parking lot interior landscaping requirement is 5%, with one tree for each 10 spaces. Applicant is providing about 13% landscaping. 8. Signage has not been designed yet. The free-standing sign cannot exceed 32 square feet in size, 10 feet maximum height. A building sign is also permitted, limited to one square foot for each 2 feet of building frontage. 9. There are regulated wetlands on the site. IWA/CC approved the site plan on August 15, with a $20,000 bond for erosion & sediment control and a $15,000 mitigation bond. Also, preservation of the willow trees located along the Podunk River is required. IW P CA aW"v6J r S yc U l p", {I 10.South Windsor Police Department has not indicated any concerns with the application. 11. Public water and sewer are available in Brookfield Street. Water Pollution Control Authority approval is required. 12.If there is a dumpster, it will need to be on a concrete pad and screened. If this application is approved, the Planning Dept. requests that the sight line improvement recommended in the applicant's traffic study be implemented (clearing of shrubs around& relocation of the Pet Cemetery sign). t� r '4 y r { 4 t ; lb t v� f If (1 f f � G A. ,ti -� 4 -� ._ Sys' p� ��� � C��� ,�.c- , ' ' , � �t�.�-� v-�-Jz�-� --''�- w� n��.+�;�, c • 4�<��� � �� . August 23,2001 Marsha Banach Town of South Windsor-Planning&Zoning RC CE'vE� 1540 Sullivan Avenue G South Windsor,CT 06074 AUG 2 7 2001 Dear Ms.Banach: W SOR PIARoG DEPT. This letter is in follow-up to Tuesday's Planning & Zoning mee an e subsequent approval of the Willowbrook Golf Course. While the residents of Morgan Farms Drive, and clearly many other surrounding neighborhoods, are disappointed with the decision to allow a chain-link fence, we applaud the overall decision and welcome the course. From a tax and open space perspective,it will be a benefit to not only the adjacent communities,but to the entire town of South Windsor. However,while we respect the urgency of a quick decision,we want to ensure that the interests of local residents are represented. As we understand,the approval is subject to a list of contingencies to be met by the applicant. In addition, the comment was made that the town would hold Mr.Kelly to his word on all issues addressed at the Planning&Zoning Public Meeting. Regarding the fence, it is clear the town will require a coated fence (black or green) to help alleviate aesthetic and maintenance (rust)concerns. It is also clear,as it relates to Morgan Farms Drive,that according to Mr.Kelly's statement before the Commission,the fence will be entirely below street level surrounding the entire culdesac. Per his statement, the fence will be set back and placed down the slope of the culdesac. A couple of items remain unclear and as a community,we would like clarification on the following: • Exact fence placement - as it surrounds the culdesac on Morgan Farms Drive and runs adjacent to the abutting properties(Ketaineck/Kapchunos/Brown). While Mr.Kelly assures us it will be set back and below street level,the site plan has it very close to the property lines. • Maintenance—As with all residents, the town rightfully can expect us to maintain our street frontage. This includes mowing and snow removal. Who will be responsible for maintaining the area on the culdesac side of the fence? It will certainly require routine mowing and trimming as well as leaf removal. Also, as Mr. Kelly stated, there is a problem currently with dumping of grass clippings and branches. As residents,we also want to see this stop,as it is not only Morgan Farms residents doing the dumping. We are confident that the Golf Course, along with some aesthetically pleasing landscaping on the culdesac side of the fence will end this problem. Who will be responsible for planting a few shrubs and maintaining? Again,we are supportive of the course and thrilled the Planning& Zoning Commission was able to move from plan presentation to approval in the same night. This will allow Mr. Kelly and his development team to get to work on the course construction. We hope you will show the same expediency and consideration for the residents of Morgan Farms Drive by promptly responding to our concerns outlined above. Sincerely, James P. O'Meara Morgan Farms Drive Community cc: Chairman Mealp-Planning&honing Commission 180 MORGAN FARMS DRIVE SOUTH WINDSOR, CT 06074 BOND TRANSMITTAL DATE: CONTRACTOR/DEVELOPER TI Vt r►- �� ' NAME & ADDRESS f •C) 30 �►s �a sf w ,J's. ` l C7' O(Paa� PROJECT LOCATION/ADDRESS , aCc L2Ld LOT S ITC / SUBDVVXX�N 0 w �vocs is Cry P&Z OR IWA/CC APPLICATION NUMBER Ul — �� 1 6'fU 0 0 C i S AMOUNT OF BOND 4 CHECK NUMBER OD a 3�� DEPARTMENT T' 6t h Yl i 0, SUBMITTED BY I C ht le �• NAME DATE s � RECEIVED BY FINANCE �►rv�-� . DATE la� (o NAME SUB ACCOUNT NUMBER .5 06 D 14 S:\ENGINEER\FORMS\Office Forms\BOND TRANSMITTAL.doc t OVI 8f � v -own oP scr�ct�i i� 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR-Co TELEPHONE (860) 644-2511 August 30, 2001 CERTIFIED MAIL John J. Kelley Topstone Golf Course 516A Griffin Rd. South Windsor, CT 06074 Dear Mr. Kelley: ' Re : Appl 01-28P, Willowbrook Golf Course We are pleased to advise you that the Planning & Zoning Commission voted on August 21, 2001 to approve with modifications the above referenced application for a Site Plan of Development and Special Exception to Section 4 . 1 . 8 . i of the Zoning Regulations . This approval is for the construction of an 18 hold golf course on the easterly side of Brookfield St, northerly of Morgan Farms Dr. and easterly of Greenfield Dr. , RR zone as shown on plans prepared by Reino E. Hyyppa & Associates, Inc. , Job No. 19-01-1,dated 7-5-01 as revised. This approval is subject to the following modifications : 1 . Prior to commencement of any site work, a meeting must be held with Town Staff . 2 ., No building permit will be issued until the final mylars have been filed in the Town Clerk' s office. 3 . This application is subject to the conditions of approval of the Inland Wetlands Agency/Conservation Commission, including 2 bonds in the amount of $20, 000 bond for erosion & sediment control and $15, 000 for wetlands mitigation. 4 . An as-built plan is required prior to issuance of a Certificate of Occupancy per Section 8 . 1 . 10 of- the Zoning Regulations . 5 . Footing drains are required if the building has a basement . 6 . A landscape bond in the amount of $10, 000 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 . WPCA approval is required. 9 . The building street number must be included on the final plan. 4' DEPARTMENT OF THE ARMY NEW ENGLAND DISTRICT,CORPS OF ENGINEERS 696 VIRGINIA ROAD CONCORD,MASSACHUSETTS 01742-2751 REPLY TCERTIFIED MAIL - RETURN RECEIPT REQUESTED ATTENTION OF September 4, 2001 Regulatory Division RECEIVED CENAE-R SEP 0 6 ?001 SOUTH WINDSOR PLANNING DEPT. Mary B. Shepard South Windsor Golf Course LLC c/o Topstone Golf Course 516A Griffin Road South Windsor, Connecticut 06074 Dear Ms. Shepard: We understand you intend to perform work in wetlands for the construction of a new golf course, Willowbrook Golf Course, in South Windsor, Connecticut. It appears that this project may involve activities that require a permit from the Corps of Engineers. The following is an explanation of Corps jurisdiction as defined by Section 10 of the Rivers and Harbors Act of 1899 and Section 404 of the Clean Water Act. A permit is required under Section 10 for all work seaward of mean high water in navigable waters of the United States. In New England, for purposes of Section 10, navigable waters of the United States are those subject to the ebb and flow of the tide and a few of the major waterways used to transport interstate or foreign commerce. Permits are also required under Section 404 for discharges of dredged or fill material into all waters of the United States, including navigable waters, inland rivers, lakes, streams, and wetlands, as well as the excavation/grading within these waters/wetlands. On the coastline, our jurisdiction extends landward to the high tide line (i.e., the highest predictable tide) or to the landward limit of any wetlands, whichever is more extensive. In interior waters, our jurisdiction extends landward to the ordinary high water mark or to the landward limit of any wetlands, whichever is more extensive. The term "wetlands" is defined by Federal regulations as "...those areas that are inundated or saturated by surface or groundwater at a frequency and -2- duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions..." (Federal Register, November 13, 1986 33 CFR Part 328.3(b)). Wetlands generally include swamps, marshes, and bogs; however, forests and meadows that lack surface waters can also be wetlands. In addition, wetland delineations as determined for Federal, state, and local agencies might not be interchangeable. Please note that the authorizations referred to above must be obtained before any work or filling is done in areas subject to Corps jurisdiction. Performing such work or filling without first obtaining Corps authorization could result in substantial penalties. If you have any questions regarding this letter, please contact me at (978) 318-8373. Sincerely, Stephen D. DiLorenzo Senior Project Manager Permits & Enforcement Branch Regulatory Division Enclosure Copy Furnished: Town Hall C Town of South Windsor Inland Wetlands, Watercourse Commission South Windsor, Connecticut 06074 I, Walter J. Mealy, Chairman of the South Windsor Planning & Zoning Commission, hereby certify that on August 21, 2001, the Planning and Zoning Commission granted to South Windsor Golf Course a Special Exception to Article 4 . 1 . 8 . i of the Zoning Regulations to construct an 18 hole golf course on property located at the easterly side of Brookfield St . , northerly of Morgan Farms Dr. and easterly of Greenfield Dr. as shown on plans prepared by Reino E. Hyyppa & Associates, Inc. , Job No. 19-01-1 . Assessor' s Map and Parcel Number: Map #124 Parcel #77 More particularly bounded and described as follows: See attached OWNER OF RECORD: Mary B. Shepard Dated at South Windsor, Connecticut this Gth day of September 2001 . In accordance with CGS Section 8-3d Walter J. Me My, Chair Planning & Zoning Commission Received for record this Gth day of September 2001 at South Windsor, Connecticut ATTEST: r Volume 704 Page NO. 005 i. TRUSTEE'S DEED 001780 TO ALL PEOPLE TO WHOM THESE PRESENTS SHALL COME, GREETING: KNOW YE, that SHAWMUT BANK CONNNECTICUT, N.A., a national banking association located in Hartford, Connecticut, successor to HARTFORD NATIONAL BANK AND TRUST COMPANY, TRUSTEE (the "'Grantor") in consideration of the sum of One Dollar ($1.00) and other good and valuable considerations received to its full satisfaction of —MARY B. SHEPARD, of the Town of South W_ndsor, County of Hartford and State of Connecticut (the "'Grantee"'), does give, grant, i_ bargain, sell and confirm unto said Grantee and unto said Grantee's heirs and assigns forever, all of the right, title, interest, claim and demand which the said SHAWMUT BANK CONNNECTICUT, N.A., as such Trustee, has or ought to have in and to seven (7) certain pieces or parcels of land with the buildings ti and improvements thereon located in the Town of South Windsor, i•; County of Hartford and State of Connecticut, being. more F; particularly described as follows: First Piece ' E Being the same premises conveyed to the Grantor by The J.E.S. '- Realty Company in a Quit Claim Deed dated April 18, 1974 and recorded in the South Windsor Land Records, Volume 178, Page 306. Second Through Seventh Pieces 3' Being the same six parcels of land described as Second Piece through Seventh Piece in a Certificate of Devise to the Trustee from the Estate of Jean E. Shepard a/k/a Jean E. Shepard, Jr. issued by the Probate Court for the District of East Windsor, Connecticut, dated October 26, 1973 and recorded in the South Windsor Land Records, Volume 172, Pages 205 through 208. TO HAVE AND TO HOLD the above granted and bargained premises with the appurtenances thereof, unto the said Grantee and unto her heirs and assigns forever, to them and their own proper use and benefit. And the said SHAWMUT BANK CON;iNECTICUT, N.A., as Trustee aforesaid, for itself and its successor:, and assigns, does hereby covenant with the said Grantee, and with her heirs and assigns forever, that it has full power and authority, as Trustee aforesaid, to grant and convey the above described premises in E• manner and form as aforesaid. AND FURTHERMORE, SHAWMUT BANK CONNNECTICUT, N.A., as Trustee aforesaid, does by these presents bind itself and its successors and assigns forever, to warrant and defend the above granted and bargained premises to the said Grantp:�, and to her heirs and assigns forever, against all claims and demands of any person or persons whomsoever claiming by, from and under it as Trustee as r.; aforesaid. CONVEYANCE TAX RECENED �� r•TF S �.00ALS��� Rr TOWN CLERK OF SOUTH WINMR fC 1 � - 1 1 6 y C L9 7� T f* Volume 172 Page N° 205 CERTIFICATE OF DEVISE FOR LAND RECORDS iSTATE OF CONNECTICUT ) C"`"' # t ) PROBATE COURT; TOWN OF SOUTH WINDSOR �# ! ( DISTRICT OF EAST WINDSOR) October 26, 1973 -I, Helen A. Hilt, Clerk of the Court of Probate for the District Cant I of East Windsor, in said State, and keeper of the seal thereof, doi i :ity certify that it appears from the records and files of this Court i r I that JEAN E. SHEPARD aka Jean E. Shepard, Jr. died a resident of I South Windsor in said District on the loth day of January, 1971, Itestate, leaving a will which was duly admitted to probate by said ! i lCourt on the 20th day of January, 1971; that on the 20th day of 3 January, 1971, letters testamentary under the will of said deceased' were issued to Mary Elizabeth Shepard and James T. Farrell, the ex ecutors named in said will; that on the 21st day__of-_January, 1971, i I�by decree as of record will more fully appear, said Court limited i ions Y !land allowed three months thereafter for the presentation of all I1claims against said deceased to the executors of said estate and s ljdirected that public notice of said limitation be given as by sta- y tute required; that after the expiration of said three months said I ;executors filed in Court an administration account and other returns I which have been accepted by the Court, from which it appears that ' �;'' 'a),ii',`•.• I?public notice of such limitation was given as directed in said or- '�.';..•+"s« ' = (der and that all claims against said deceased presented to said ex-� lecutors within said time limited have either been paid, settled, or barred by law, and that all legacies j g given b the terms of the will Y 1pr !of said deceased which have not lapsed, and all succession or in- _ ` �Iheritance taxes due the State of Connecticut, have been fully paid, and satisfied. - : j I further certify that under Paragraph THIRD of decedent's LasJJ. i ill and Testament there is devised to the HARTFORD NATIONAL BANK AND TRUST COMPANY, as Trustee, all such right, title and interest w° `as said deceased had at the time of his decease in and to seven cer ) ' lain pieces or parcels of land located in the Town of South Windsor described as follows: i • � I • Volume 172 Page N° 206 -R ( FIRST PIECE: A certain piece or parcel of land on the westerly side of Main Street, in the Town of South Windsor, County of jHartford and State of Connecticut, known as 585 Main Street, and being more particularly bounded and described as follows: Commencing at a point in the westerly street line of Main Stree , which point is the southeasterly corner of land now or formerly of gc ! Paul P. Brown, at al, and the northeasterly corner of the herein ; • described premises, and which point is also 143.43 feet south of a ; Connecticut State Highway merestone set in the westerly line of - :- Main Street; thence running westerly along the souther!y line of => land now or formerly of said Paul P.Brown, at al, at an interior J angle of 110° 17' with the westerly line of Main Street; 193.00 feet to a point; thence running southerly along the easterly line of land now or sormerly of Jean E. Shepard, III, et al, and parallel with the westerly line of Main Street, 150.00 feet to a pointl thence running easterly along the northerly line of land now or formerly of Charles B. Shepard, 193.00 feet to a point in the westerly line jlof Main Street; thence running northerly in the westerly line of Main Street, 150.00 feet to the point or place of beginning. �I Being the same premises conveyed to the decedent by Olcott F. King in a Warranty deed dated August 22, 1940, and recorded in the ((South Windsor Land Records, Vol. 37, Pg. 120. ' !SECOND PIECE: A certain piece or parcel of land with the building a and improvements thereon, situated on the westerly side of Main '< .Street, in the Town of South Windsor, County of Hartford and State , Iof Connecticut, known as 695 Main Street, and being more particular- ly bounded and described as follows: Commencing at a point in the westerly line of Main Street,whic � s point is the southeasterly `corner of land now or formerly of Tifft lthe northeasterly corner of the premises herein describedlthence ` .running westerly along the southerly line of said land now or forme- ('ly of Tifft, 139.00 feet to a pointl thence running southerly at ark _ !interior angle of 790 50' with the last described land, 250.00 fee f to a point; thence running westerly at an exterior angle of 79° 08' r with the last described land, 127.00 feet to a points thence run- ning northerly at an exterior angle of 1120 14' with the last de- scribed land 91.53 feet to a point; thence running westerly at an exterior angle of 241' 46' with the last described land 86.00 feet to a point; thence running northerly at an exterior angle of 94° 00' 147.30 feet to a point in the southerly line of said land now or !formerly of Tifft; thence running westerly along the southerly line Hof said land now or formerly of Tifft to a point in the easterly !line of land now or formerly of Albert D. Krivickas; thence running ,southerly along the easterly line of said land of Krivickas to a point;- thence running westerly along the southerly line of said Ian� , Hof Krivickas to a point in the easterly line of land now or former- K Ily of Mary Curtin; thence running southerly along the easterly line of said land of Mary Curtin and land now or formerly of Morgan T. land Mary A. Dugan, partly along each, to a point in tie northerly t line of land now or formerly of Robert S. Starr, Jr.; thence runn- ing easterly along the northerly line of land now or formerly of j said Starr to a point in the westerly line of land now or formerly of Marguerite Church; thence running northerly in the westerly line + (!of land now or formerly of Church, 234.80 feet to a point; thence i (running easterly along the northerly line of said land now or form- erly of Church, 65.70 feet to a merestonel thence running southerly 1 t Ialong the easterly line of said land now or formerly of Church, ` t 36.00 feet to a point; thence running easterly along the northerly line of said land now or formerly of Church, 137.27 feet to a mere _ stone in the westerly line of Main Street; thence running northerly I in the westerly line of Main Street, 362.00 feet more or less to the point or place of beginning �a 4 ;. 4i. Volume 172 Page N° 207 3 I Ly ' Being a portion of the first piece devised to the decedent from :*d ; IDecember the Estate of Jean E. Shepard in a Certificate of Devise dated 27, 1946, and recorded in the South Windsor Land Records, IVol. 41, Pg. 152. 't ree THIRD PIECE: A certain piece or parcel of land with any buildings ; iY efor improvements thereon, situated in the easterly side of Main Street, of a ; ! Town of South Windsor, County of Hartford and State of Connecticut" )f containing 17.3 acres, more or less, and being bounded and described of Ias follows: Lor )U Northerly by land now or formerly of the J. E. Shepard Co., s Line I' land now or formerly of Mary A. Curtin and land now ; irallil I or formerly of Mary Elizabeth Shepard., partly by each; arlthence Easterly by land now or formerly of John, Julia, Mary and i Y Thomas Nicholson, and land now or formerly of line 1 Elizabeth C. Jones, partly by each; of Southerly by land now or formerly of Frederick P. and Muriel F. , _} ' A. Mahr, land now or formerly of Arthur A. Roe, and ; the ! ; Margaret Pratt MacDonald, partly by each; and I� ? Westerly by Main Street and by land now or formerly of f _din ` Masinda Cavanaagh, partly by each. 9 F Mate Being the second piece devised to the decedent from the Estate cular- of Jean E. Shepard in a Certificate of Devise dated December 27, N _ 1 1946, and recorded in the South Windsor Land Records, Vol. 41, Pg.. ' I) 152. _ ,whic `ifft '. I FOURTH PIECE: A certain piece or parcel of land with any buildings . !! Ior improvements thereon, situated in the Town of South Windsor, :hence � x iCounty of Hartford and State of Connecticut, known as the Graham i formex- �.; —-- at a 3 { _ - -I�_Farm, containing 84.7 acres, more or-less, and being more particu- ; n! "` larly bounded and described as follows: fee � ' 081 Norther! b land now or `ormerl of James Milkie Builders, un- �• , ' I Y Y Y Inc. and land now or formerly of South Windsor can ` ii Heights, Inc., partly by each; ,gae00r �I Easterly by land now or formerly of Kupchunos Brothers, Inc.;' or ' line . Southerly by land now or formerly of Howard R. and Mary L. .1y Janicke, Marvin Hoberman, John James and Della T. t .nning Mitchell, partly by each; and' !dalan Westerly by Brookfield Street. rmer-I " Being a portion of the premises described as the Graham Farm in Tine a Certificate.of Devise to the decedent from the Estate of Jean E. .ly _ Shepard, dated December 27, 1946, and recorded in the South Windsor ~- Land Records, Vol. 41, Pg. 152. unn- ' of fit. FIFTH PIECE: A certain piece or parcel of land with any buildings ' .erly , line :% and improvements thereon, situated in the Westerly side of Windsor- nce .5 Iville Road, in the Town of South Windsor, County of Hartford and fog_ r E tState of Connecticut, containing 16.1 acres, more or less, and being herly more particularly bounded and described as follows: ` :_ i erly 1� -Tg Northerly by the East Windsor and South Windsor Town line; I mere- 9 herly Northeasterly by land now or formerly of Oliver Therian; to Easter! b Windsorville Road; Y I I Southerly by land now or formerly of Katheri.ne'M,:Grath Kelley i and James Breen McGrath and land now or formerly of ' Roger A. Perreault, partly by each; and Volume 172 Page N° 208 5 _ Westerly by land now or formerly of Wayne G. Keaton and Nola " M. Keaton. Being the same premises as the second parcel in South Windsor NY;i ,o of the so-called Busher Farm, in a Certificate of Devise from the Estate of Jean E. Shepard, dated December 27, 1946, and recorded in the South Windsor Land Records, Vol. 41, Pg. 152. SIXTH PIECE: A certain piece or parcel of land with any buildings ana improvements thereon, situated in the Town of South Windsor, County of Hartford and State of Connecticut, containing 84.1 acres, more or less, and being more particularly bounded and described as i follows: t - Northerly by land now or formerly of the J. E. Shepard Co. and "` �0 Anastasia R. Jarvis, partly by each; Easterly s Southerly by the highways known as Graham Road and Griffin Roa ; and Westerly by land now or formerly of the Penn Central Railroad Co. s I Being the same premises described as the first piece of the I�Newton Graham Farm in a Certificate of Devise from the Estate of IlJean E. Shepard, dated December 27, 1946, and recorded in the South Windsor Land Records, Vol. 41, Pg. 152. The decedent acquired an undivided one-half (1/2) interest in said premises in a Certificate of Devise from the Jean E. Shepard (Estate and acquired a second undivided one-half (1/2) interest therein in a Certificate of Distribution from the Hazel B. Shepard ( Estate, dated September 27, 1961, and recorded in the South Windsor i Land Records, Vol. 86, Pg. 8. SEVENTH PIECE: A certain piece or parcel of land with any building z �- and improvements thereon, situated in the Town of South Windsor, , County of Hartford and State of Connecticut, containing 26 acres, more or 'less, and being more-particularly bounded and described as , follows: -N Northerly by land now or formerly of Katherine McGrath. Kelley r and James Breen McGrath; Easterly by land now or formerly of Penn Central Railroad Co. _ a Southerly by Griffin Road; and Westerly by land now or formerly of Harold & Margaret Shook, James Milkie Builders, Inc. and The J. E. Shepard Co partly by each. 1. Being a portion of the premises described as the first piece of the Busher Farm in South Windsor, in a Certificate of Devise to the decedent from the Estate of Jean E. Shepard, dated December 27, x JOHNH.MR( 1946, and recorded in the South Windsor Land Records,:.Vgl..,41, Pg. ALLAN 0.THc 152. -.y..;.:.. AMItMEn Received For Record .,T J Nov. 1, 1973 at 10:20 a.m. „y;y ""�```'�,.:.. •j "o-k•.rm. F Marilyn W. Burger Asst. Towr. Clerk y f f( Ov TT T I 'r: From: Alexander Dumas To: Mike Gantick Date: 9/10/014:11 PM Subject: Re: MAIL FROM:<davket(a)yahoo.com> RCPT TO:<qantick(cD-southwindsor.orq> Received:from web20603.maiI.yahoo.com by MAIL.SOUTHWINDSOR.ORG; Mon, 10 Sep 2001 13:01:38-0400 Message-ID: <20010910165919.88002.gmail(cD-web20603.mall.vahoo.com> Received:from [206.213.209.31] by welJ20603.mail.yahoo.com via HTTP; Mon, 10 Sep 2001 09:59:19 PDT Date: Mon, 10 Sep 2001 09:59:19-0700 (PDT) From: David Ketaineck<davkete-yahoo.com> Subject: Drainage Ditch at 197 Morgan Farms Drive To: ganticke-southwindsor.or-q MIME-Version: 1.0 Content-Type: text/plain; charset=us-ascii Mr. Gantick Just to confirm my voice mail message left earlier today. Please use this as my authorization to have done whatever is necessary to secure the side of the drainage ditch that runs adjacent to my property. If that includes the removal of shrubs then please see that it gets done. The last thing I want is to have the work completed and run into the same problems in two or three years that I see now. Please don't hesitate to call me if you have any questions at all. Thank you, David Ketaineck 644-4347 Home (860)636-1366 Work Do You Yahoo!? Get email alerts & NEW webcam video instant messaging with Yahoo! Messenger htti)://im.yahoo.com >>> Mike Gantick 09/10/01 04:08PM >>> I can't open it.What is it? Regards, Michael J. Gantick, P.E. Director of Public Works Town of South Windsor, Ct. >>>Alexander Dumas 09/10/01 04:07PM >>> please see attachment. I found it in our'dead' lefter box. your last name was misspelled. >>> Mike Gantick 09/10/01 04:05PM >>> From: David Ketaineck<davket@yahoo.com> To: <gantic@southwindsor.org> Date: 9/20/01 8:44AM Mr. Gantick, Just to confirm my voice mail message left last week. Please use this as my authorization to have done whatever is necessary to secure the side of the drainage ditch that runs adjacent to my property. If that includes the removal of shrubs then please see that it gets done. The last thing I want is to have the work completed and run into the same problems in two or three years that I see now. Please don't hesitate to call me if you have any questions at all. Thank you, David Ketaineck Home 644-4347 Work(860)636-1366 Terrorist Attacks on U.S. - How can you help? Donate cash, emergency relief information http://dailynews.yahoo.com/fc/US/Emergency_lnformation/ . r Memorandum To: Joe Kelley, Topstone Golf Course f t A F4"c It-01 s' CC: Mike Gantick, Director of Public Works; Mel Stead, Jr., Superintendent of Streets From: Jeffrey Doolittle, P.E. Town Engineer Date: 10/02/01 Re: Willowbrook Golf Course Drainage The Town of South Windsor has received several calls from residents concerned about the stormwater drainage channel on the south side of the Willowbrook Golf Course project. There have been drainage problems in this area in the past and there is the opportunity to improve the drainage channel now, during construction to prevent future problems. We appreciate your clean-up of the brush and debris in the old channel. A well defined, maintainable channel needs to be established, which is large enough to convey the stormwater along the side of the golf course thereby preventing erosion and flooding of the golf course and abutting residential properties. To achieve this objective, the Town will extend the two 24" RC pipes which cross Morgan Farms Drive, approximately 40 feet further down stream from where they currently end. At the end of these pipes the Town will construct a structure which will slow the water and catch some of the sediment. To prevent erosion and flooding downstream of these pipes a well defined channel needs to be created. This has been partially done, but in several locations the channel needs to be better defined. To handle the stormwater flows without erosion or flooding, this channel should be 6 to 8 feet wide at the bottom and 2 feet deep from the top of immediately adjacent banks. With a 6 to 8 foot wide bottom and side slopes no greater than 3H:1V the channel can be seeded with grass and mowed. The grass should prevent erosion and is easy to maintain. Jute matting or another similar material should be laid down to prevent erosion before the grass is established. If there is some erosion because the grass does not become well established or for other reasons, the channel bottom and sides can be lined with "modified rip-rap" stone (mostly 3-6 inch in size). A sketch of this channel cross section is included for your information. Where there are trees existing near this channel they may need to be removed or graded around so they are not further impacted by this construction. This drainage channel also needs to be moved away from the sewer manhole off the end of Saddleback Drive to protect it from erosion. Alternately, the channel can be piped along side this structure. If you have any questions please contact me at 644-2511 ext 245. Thank You. S:IENGINEERIdoolitlWillowbrookGCDrainageRecommendation.doc1 i L� iNTD 63 at ^-- v&V 7V. C5"A.9 6,00-0 OIL --moo/.� N '��Z.i_t?���?-"_��'oa r MemorYarxdum To: Joe Kelley, Topstone Golf Course CC: Mike Gantick, Director of Public Works; Mel Stead, Jr., Superintendent of Streets From: Jeffrey Doolittle, P.E. Town Engineer Date: 10/02/01 Re: Willowbrook Golf Course Drainage The Town of South Windsor has received several calls from residents concerned about the stormwater drainage channel on the south side of the Willowbrook Golf Course project. There have been drainage problems in this area in the past and there is the opportunity to improve the drainage channel now, during construction to prevent future problems. We appreciate your clean-up of the brush and debris in the old channel. A well defined, maintainable channel needs to be established, which is large enough to convey the stormwater along the side of the golf course thereby preventing erosion and flooding of the golf course and abutting residential properties. To achieve this objective, the Town will extend the two 24" RC pipes which cross Morgan Farms Drive, approximately 40 feet further down stream from where they currently end. At the end of these pipes the Town will construct a structure which will slow the water and catch some of the sediment. To prevent erosion and flooding downstream of these pipes a well defined channel needs to be created. This has been partially done, but in several locations the channel needs to be better defined. To handle the stormwater flows without erosion or flooding, this channel should be 6 to 8 feet wide at the bottom and 2 feet deep from the top of immediately adjacent banks. With a 6 to 8 foot wide bottom and side slopes no greater than 3H:1 V the channel can be seeded with grass and mowed. The grass should prevent erosion and is easy to maintain. Jute matting or another similar material should be laid down to prevent erosion before the grass is established. If there is some erosion because the grass does not become well established or for other reasons, the channel bottom and sides can be lined with "modified rip-rap" stone (mostly 3-6 inch in size). A sketch of this channel cross section is included for your information. Where there are trees existing near this channel they may need to be removed or graded around so they are not further impacted by this construction. This drainage channel also needs to be moved away from the sewer manhole off the end of Saddleback Drive to protect it from erosion. Alternately, the channel can be piped along side this structure. If you have any questions please contact me at 644-2511 ext 245. Thank You. S:IENGINEER\doolitlWillowbrookGCDrainageRecommendation.doc1 3 QLt,ND iN1�h Fr v f Co AA),AL Tb (3t' v� TU. G :=A 9 L f 04- bVQO C>iWse v Memorandum To: File From: Jeff Doolittle Re: Willowbrook GC Drainage Date: 10/9/01 1 met with Joe Kelly at Willowbrook Golf Course today to review drainage concerns. I explained the drainage swale outlined in my memo above to the south of Morgan Farms Drive. He understands but wants the following: 1 —The Town to set grades for this drainage swale. He will construct it and seed it. 2 —The Town should get a drainage easement all the way from Morgan Farms Drive south to the town property and maintain this drainage swale. Joe is not sure this will not erode and wash out even after it is grassed. He does not seem willing to put in rip rap stone to prevent erosion, which may be needed in a few places. 3 —The Town will get a drainage easement for the rip-rapped ditch to the north of Morgan Farms for maintenance. 4 —The natural drainage channel on the northwest side needs to be crossed with the fence for security reasons. He is proposing to install a culvert in this channel. The fence will cross over this and be anchored to it. I said he needs to submit a change order for this culvert. He will have his engineer call me and we will work together on this but the design will be his. Joe will maintain this culvert and fence. He asked about grates across the culvert and I think they need to be less than 3- 1/2 inches or greater than 9 inches apart so they are not an entrapment hazard. These would require a lot of cleaning and maintenance with all the debris visible in this channel. There is also a lot of erosion in this channel. 5 — On the west side the drainage will flow down the cart path (which will be paved and curbed) to a structure (catch-basin or yard drain) where it will be piped through a berm and out toward the existing pond. 2 (AA)how bfllb�_ G �, be !o, 'OD f 44 / t Z.37S -fir �--- ------- ---------�__-___-____-----_ �. _`__---- -____---------- Db' • Definition Structurally lined aprons or other acceptable energy dissipating devices placed between the outlets of pipes or paved channel sections and a stable downstream channel. Purpose To prevent scour at storm drain, culvert or drainageway outlets and to minimize the potential for downstream a erosion by reducing the velocity of concentrated storm water flows. Applicability i At the outfall of all storm drain outlets, road culverts, paved channel outlets, new channels constructed as outlets O :c for culverts and conduits, etc. discharging into natural or constructed channels, which in turn discharge intoir existing streams or drainage systems. Planning Considerations greater of the conduit design storm or the 25-year fre- 3 Analysis and appropriate treatment shall be done along quency storm. When the exit velocity of the water in the 0 the entire length of the flog- path from the end of the conduit exceeds the allowable velocity for the soil, outlet n conduit, channel or structure to the point of entry into an protection is required. Outlet protection is also required if existing stream or publicly maintained drainage system. the conduit outfall is set above the receiving channel (i.e., Where flow is excessive for the economical use of an cantilevered) causing the water to drop at the outlet end apron, excavated stilling basins may be used.Acceptable of the culvert. designs for stilling basins may be found in the following sources: FigureOP-1 Allowable Velocities for O Hydraulic Design of Energy Dissoators for Culverts Various Soils and Channels, Hydraulic Engineering Circular AA'o. 14 U.S.Department of Transportation, Federal SoilTexture Velocity Higbit,cq Administration.December 1975. O Hj)draulic Design of Stilling Basins and EnLw Dissipators. Engineering_Monograph No. 25, U.S. 4 Sand and sandy loam 2.5 Department of the Interior Bureau of Reclamation. Silt Loam 3.0 O Scour at Cantilevered Pipe Outlets—Plunge Pool a Sandy clay loam 3.5 Energy Dissipator Design Criteria, Agricultural Service Research Publication ARS-76, 1989. Clay loam 4.0 (All of the above are available from the U.S. Government ? Clay,fine gravel,graded 5.0 Printing Office. loam to gravel Cobbles 5.5 O Plunge Pool Design at Submerged Pipe SpjLhvai, Outlets, American Society of Agricultural Engineers. Shale - 6.0 Volume.37(4):1167-1173, 1994, Design Criteria Source: USDA-MRCS Determination of Needs The need for conduit outlet protection shall be deter- Riprap Aprons mined by comparing the allowable velocity which the Design Limitations: No bends or curves at the inter soil will withstand to the exit velocity of the flow from section of the conduit and the apron protection will be the conduit. The allowable velocity for water over the permitted. soil shall be that given in Figure OP-1. The exit velocity There shall he no vertical drop from the end of the of the water in the conduit shall be calculated using the apron to the receiving channel. 2002 Connecticut Guidelines for Soil Erosion and Sediment Control Apron Dimensions: If an apron is used for energy dissipation, the follmving criteria apply: 1. The length of the apron. L,l, shall be determined from the formula: La = + 8Do 0 where: Do is the maximum inside culvert width in feet, and Q is the pipe discharge in cubic feet per second (cts) for the conduit design storm or the 25-rear storm, whichever is greater. 2. The width of the apron. TV shall be determined as follows: O Where there is a well-defined channel downstream of the apron, the bottom width of the apron shall be at least equal to the bottom width of the channel. The structural lining shall extend at least one foot above the tailwater elevation but no lower than tiro-thirds of the vertical conduit dimension above the conduit invert. O Where there is no well defined channel ininiediately downstream of the apron, the width, W, of.the outlet end of �O the apron shall be as follous a m For tailwater elevation greater than or equal to the elevation of the center of the pipe, W= 3 Do+0.4 La p For tailwater elevation less than the elevation of the center of the pipe, 117= 3 Do+ La M where: - A 0 - La is the length of the apron determined from the length formula and Do is the culvert width. O The width of the apron at the culvert outlet shall be at least three times the culvert width. 3. The side slopes shall be 2:1 or flatter. 4. The bottom grade shall be 0.04o(level). 5. There shall be no vertical drop at the end of the apron or at the end of the culvert. Riprap Requirements 1. The median stone diameter, d5o in feet shall be determined from the formula: where: Q and Do are as defined under apron dimensions and TW is tailwater depth above the invert of the culvert in feet. 2. At least 50% by weight of the riprap mixture shall be larger than the median size stone designated as d50. The largest stone .size in the mixture shall be 1.5 times the d5o size. The riprap shall be reasonably well graded. 3. The thickness of riprap lining, filter and quality shall meet the requirements in the riprap standard. 4. Concrete paving may be substituted for riprap. However, this method may not provide for energy dissipation. 5. Gabions or precast cellular blocks may be substituted for riprap if the (150 size calculated above is less than or equal to the thickness of the gabions or concrete revetment blocks. See Example Design Problem on nest page. Other Outlet Protections Installation Requirements Standard engineering practices allow for many different Install in accordance with the requirements of the engi- types of outlet protection which provide energy dissipa- neered design. tion. Common outlet protections include the use of a riprap apron(see Figure OP-2)and a riprap stilling basin (see Figure OP-3). Also see Figure LS-4 in Level Maintenance Spreader measure which combines a level spreader with Inspect the completed structure annually and after each outlet protection. major rainfall for damage and deterioration. Repair dam- ages immediate]\-. 2002 Connecticut Guidelines for Soil Erosion and Sediment Control Outlet Protection Design Example Problem FGi,,,n,: o= 1.5 ft, Q= 14.5 cfs, TW= 0.7 ft. Find: La, W, dso Solution: S For La(length of apron): _ 1.7 _ 1.7(14.5 cfs) La - 3V2 + 8Do - 3/2 + 8(1.5) = 25.4 Do 1.5 Answer: La = 25.4 ft. For W Capron width): W = 3Do + La = 3(1.5) + 29.9 ft. z :� Answer: W = 30 ft. e =m For dso(median stone diameter): 4/3_ 724 4/3 t2CQd50 D (0 )(15) 0.58 f. O 0 Answer: d50 = 0.58 ft. or 7 inches 2002 Connecticut Guidelines for Soil Erosion and Sediment Control Figure •P-3 Configuration of Outlet 3 i Y 4'MIN. a q q _ STORM DRAIN FLOW 4: 1 2'MIN. 2: 1 J {�d PLAN (NOT TO SCALE) o a 12' MIN 4'MIN. 4'MIN. STORM DRAIN F OW.o --- PIPE OUTLET INVER f 4 SET ELEV. I'LOWER THAN PIPE OUTLET INVERT 2' IN I ENDWALL OR EXISTING 1TLET CHANNEL FLARED END SECTIO s RIPRAP PROPERLY DESIGNED GEOTEXTILE FILTER LAYER OR BEDDING 12"MINIMUM THICKNESS a (SEE NOTES I &2) IF REQUIRED 6"MINIMUM THICKNESS SECTION A-A (NOT TO SCALE) NOTES: I. RIPRAP SIZE AND THICKNESS SHALL BE ADJUSTED UPWARD AS THE STORM DRAIN SIZE AND OUTLET VELOCITY .INCREASE. SEE PLANNING CONSIDERATIONS SECTION FOR DESIGN REFERENCES. 2. CONSIDER THE APPLICATION OF CEMENTIOUS GROUT IN THE RIPRAP TO PREVENT VANDALISM AND FACILITATE SEDIMENT AND DEBRIS CLEANOUT. } Source: USDA-MRCS 2002 Connecticut Guidelines for Soil Erosion and Sediment Control rbld AI�05 —. l_ C t.,4 -d _j, U �� r � LA Jq (� J ii 1� (Mar S � c15 .� �� �2 o•a� �- �,��,, Hi cr1 2,4,, G crs �_,y rT-� Clrii, � e�..6 , s= 2,�, � ,�� 3. zs�-1✓s sr CC © � H U. 2s c,t5 2 St s too - D, 74�41 0 2�, ' D. 6 Z ✓ = r3� b ^` (b1C� (�nc��.r 2cj• Z - Zy �rjs�Pe, t J+ - I ✓ Z � 11 4 u Mat k CK� w,g",c v 6, P,ylvi cic-tc, op 6,1) reee _ l - So-, IS - .s"�../ka..l.� C<��,-, - (�uEaC.� (J+�'���±a.l,,�;, r:a4•e.� � ���'_/f - ✓x'i r�.y'�'�`�a l, C�M,l. ��.t •�p � l/mil�s' e `j`�G r?�•tom ', �l r� { Sf t 0 r,;.' ,S)�P S�'f-'�s �'� . / (/ •A,C I ,•:'' g•' f �. RSV�%fY ,:g (/y.��(•l.� p��-y�g ��/1f/ &ht tic law Q-h ` Pr 6 8 fr= Cj'.�(�/� �/. 2. �� S (� 23•��65 fotl ),%� 1 Gt C ✓ S�rP a— Mo re F^r s fj°�i'�� � . G a I Z-, ��- �/z s� 6, 131 zs d ; 1,tadd-S oot u �I 1 Figure 8-11 - Dimensions of Trapezoidal Channels With 3 to 1 Side Slopes a a 1111000 ,11 700 . • j1,111''600 500 II',jpp 11,0110 CM �xz h , 1 °4'r 111• I �'�b I1116 ,5 I I no Q [N I I no 00 5 j - ._....-..._ 1 100 p W � .a 1,11,00 Ir a - - -- -. _ • — ,�IMao I I u pF,Q oe 11j1111,50 .a 1111 ,111.7 'to 11II1'. I e "fill 11.• b 'e a • a . 7 ;a f el el .t .a AREA , A , SQ.FT. Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut. Figure 8-13 - Dimensions of Trapezoidal Channels With 2 to 1 Side Slopes ' I t ` Illloo� III;oo Ildo�„ • 111 IIi,Iliho, I dlio nllt � II IIIIII 400 � '� ll IIII,II, 10-, I,II�d• a 1II�p �� ��c� IIIIIIIIs • 0 Ls `ot� I III14 1 0�4• I� III 1 v I IIII g0, i111 a ao p .T IITD so11 1 1 Q` A IIIIIII� 1 000000FI 11 I 1j111 II1140 11�! .4 III Ilia � 1111l0 ,II�T __ 120 00, .fL I Illlld i r �. 1'101, i I'1111. II.4 2 1 4 s t T • f 10 AREA, A, SO.FT Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut. Figure 8-5 - Solution of the Manning Formula for Retardance C (Moderate Vegetative Retardance) • R 10.2 2.5 .3 4 .5 .6 .7 .8 a I 1.5 2 2.5 3 4 e 9 •.0 Ooor •'e -7 CJ3 6 X. S 111C � e• 4 3 °o V W 2S e N • Al W 2 /* a LL L3 �. • > e I N O , •. W •�J > ] .6 - - T. e• 5 �o e • .3 .2 .2 .3 .4 .5 .6 .7 .8 .9 1 1.5 2 2.5 3 4 HYDRAULIC RADIUS R FT. • Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut. 8-7 Figure 8-6 - Solution of the Manning Formula for Retardance D (Low Vegetative Retardance) R IS '2 •3 .4 .5 .6 .7 .8 .9 i 1.5 2 2.5 3 4 10 Of '• •o� 9 8 Q�' of 7 h711 p (� �• cy0 °.!? 6 — /* 5 00, a U 4 Let h •°4 Cr) � 3 � Oh Lv O �a. 2.5 •os � LL °s O' pj O ' • o � J °e ph i .9 ••�° i .8 .7 .6 4 t .5 .4 1 ' rf . 1 1 V , .2 .3 .4 .5 .61 .7 .8 .9 1 1.5 2 2.5 3 4 HYDRAULIC RADIUS . R . FT Source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut. f 8-8 Jeff Doolittle Upper dramage§wale Mor an Farms Drive Pa e 1 g From: Mike Gantick To: Melvin Stead Date: 10/18/01 7:22AM Subject: Upper drainage swale-Morgan Farms Drive Mr. Brown left a message that he believes there is a problem with a low spot in the swale where a swale near his shed intersects the rip rap swale. Thinks area(swale bank)should be buitl up. Regards, Michael J. Gantick, P.E. Director of Public Works Town of South Windsor, Ct. CC: Jeff Doolittle l.&w c. MEMORANDUM TO: JEFF DOOLITTLE 2 9 �OOJ FN0'NWR, ��DsoR FROM: MELVIN C. STEAD,JR. k NGo�p� SUBJECT: WILLOWBROOK GOLF COURSE SWALE DATE: OCTOBER 25,2001 I measured the channel for needed easement dimensions and for material to line the interior. Easement: East of Morgan Farms we need a 60-foot wide along fence with gate by 55 feet east/west from the gate. From the 55-foot point(east of the well) we will need a 25-foot wide easement to High Street. From Morgan Farms west we will need a 25-foot wide easement. This will contain the channel westerly to near the sewer manhole. From that point west the channel works it's way northerly and would eventually work outside the 25-foot limit. All measurements are from the fence line. Channel Liner: • I called EPPCO. They said they did not handle "North American Green flexible channel lines" but did handle something similar. I faxed them copies of the material you gave me. They will send me literature and prices today. The channel width at the bottom is 9.5 feet. It will take two strips to line the bottom and come up the sides high enough to contain 6 to 8 inches depth of flow. Each roll is approximately 83 feet long. It will take 16 rolls to do 600 feet x 13 feet. The rolls weigh about 501bs. each so we can install this without equipment. Please see if we can get written permission to work in this area. I intend, if we get the material,to propose to Mike that we do this on Saturday, November 3rd. We will do this even if the dual 24-inch pipes have not been extended. CC: Michael J. Gantick,P.E. Jeff Folger TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION GENERAL: CHANGE ORDER CONTACT PERSON ,f� °Phone No `" , Address&4904op -r`=' .tc",f"�— . M•, lit Site Nam e � P&Z No. Ownery� 5 Phone No +« Contractor Signature of Owner Date:.. Signature of Design Engr. r. Date: CHANGE: (Describe location and nature. of eange. Include Four (4 ) copies of plan/profile of Change. ) 44 , r a t Reason,for Change: (Why is change required) APPROVALS: (As Required Dir.. Of Planning r / `� •� Date tj /'06b( Town Engineer V.. Date: . O f Dir.. ofPublic W rks Dates. Other; Date: STAFF COMMENTS: White . - Town Engineer Yellow - Applicant Pink Director of Planning Goldenrod Engineering Department NOU 2101 14 :28 FR NUWAY TOBACCO CO 860 291 8705 TO 6447280 P.01/01 HOME OF CONNECTICUT BROADLEAF TOBACCO GROWER AND PACKER P. O. SOX 415 EAST WINDSOR MILL, CONN_ 0607-$ November 2, 2001 Town of South Windsor Main Street South Windsor, Ct_ 06074 Fax#: 644-7280 To Whom It May Concern, The J.E. Shepard Company gives the Town of South Windsor permission to enter The Morgan Farm Cul de sac for the purpose of improving and maintaining the West Drainage Ditch. Sincerely, Jean E. Shepard III President lzt,( , F ** TOTAL PAGE.001 ** FAX COVER SHEET ENGINEERING DEPARTMENT °WN SFq<� TOWN OF SOUTH WINDSOR 1540 SULLIVAN AVENUE SOUTH WINDSOR, CT 06074 -° (860) 644-2511 FAX (860) 644-7280 SOR Co Date:11 5 01 TO: Mr. Ken Smith COMPANY: Reino Hyyppa &Associates FAX NO.: 633-3742 FROM: Jeff Doolittle TITLE: Town Engineer ext 245 MESSAGE: Ken, Attached are two sketches showing the areas of the proposed drainage easements the Town of South Windsor will receive from the owners of the Willowbrook Golf Course Property. Joe Kelly has reviewed these and suggested I send them to you. We need a description of these two areas to attach to the Town Drainage Easement Form. Joe Kelly asked that you write up the description for these two areas to be attached to the Drainage Easement. Please call me if you have any questions. Jeff If you did not receive all 3 pages (including the cover), or if you have any questions, please call 644-2511 as soon as possible. LETTER OF TRANSMITTAL TEL. (860) 633-5218 FAX (860) 633-3742 REINO E. HYYPPA&ASSOCIATES, INC. RECEIVED Civil Engineers& Land Surveyors 124 Hebron Avenue DEC 1 $ 2001 Glastonbury, Connecticut 06033 SOUTH WINDSOR ENGINEERING DEPT. Regarding Willowbrook Golf CoLr_P Date 1 2/1 4/01 To Atty. M. Fisher Job N 19-01-1A; -1B Att. of.- WE ARE SENDING YOU: O at your request O Under separate cover O for approval )] Herewith ❑ for your files The following: O One set of filing mylars & 2 sets of prints titled: "Property Map Prep4red For Willowbrook Golf Course Brookfield Street South Windsor, Conn. " "Plan Showing Property & Easements To Be Deeded To The Town of South Windsor Morgan Farms Drive South Windsor, Conn. " REMARK ��� 'is+ :„CAI-�,;�� -°r°°� �����. f�► ��� I If enclosur Jl�� I�NJ A b2LVT1®A oPJ IAL Pki,✓AG,C FArf*1rr /^,) FAV-R- of PE�VCZ> 54,AC> 111113 14Auk, $5AIJ G�NIJ 3 1- �ow�/� (n/1vl�D L1ll%v c1�+�( INC. by ��� few" TG �s07 Z ,� • 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 ��Osoe-co TELEPHONE (860) 644-2511 April 18, 2002 CERTIFIED MAIL 7 0 01 2 510 0003 1936 9151 Mr. Kip Shepard Willowbrook Golf Course P.O. Box 415 East Windsor Hill, CT 06028 Dear Mr. Shepard: Re: 01-28P Willowbrook Golf Course Site Plan We are pleased to advise you that the Planning &Zoning Commission voted on April 9, 2002, to approve with modifications application#01-28P, for final approval of 2,800 square foot building, lighting and landscaping on property located on the easterly side of Brookfield Street, RR zone as shown on plans prepared by Reino E. Hyyppa & Associates, Inc. project #19-01-1C, dated April 8, 2002, as revised. This approval is subject to the following modifications: 1. No building permit will be issued until the final mylars have been filed in the Town Clerk's office. 2. An as-build plan is required prior to issuance of a Certificate of Occupancy per Section 8.1.10 of the Zoning Regulations. 3. Footing drains are required if the building has a basement. 4. All plans used in the field by the developer must bear the stamp and authorized signature of the Town of South Windsor. 5. WPCA approval is required. 6. The building street number must be placed on the final plan. Black and white transparent mylars of Sheet#1 with the above modifications, together with three blueprint copies of the entire set of plans (including architectural elevations' must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission, must be reproduced on the mylars. Jeff Doolittle Good morning. Mel asked me to refer this request to you I received a phone callrom f Page 1 From: Elizabeth Locicero To: Jeff Doolittle Date: 4/23/02 10:16AM Subject: Good morning. Mel asked me to refer this request to you. I received a phone call from Good morning. Mel asked me to refer this request to you. I received a phone call from Mary Janicky 39 High Street phone 644-0372. She is located next to the golf course and apparently there was a fence installed along her property, she says she now has some low spots by the fence that she wanted to know if they could be filled in and seeded and also the fence is I belive preventing her from accessing some shurbs that are now overgrown? Thanks Elizabeth I f' L Ai t�wN 8f� Ole Soab� A 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 SOR.Co TELEPHONE (860) 644-2511 May 15,2002 Reino E.Hyppa&Associates,Inc. 124 Hebron Avenue Glastonbury, CT 06033 Attn: Ken Smith RE: Willowbrook Golf Course Brookfield St. South Windsor,CT Dear Mr. Smith: The South Windsor Water Pollution Control Authority,at its regular meeting of May 7,2002,gave approval for the connection to the Town's sewerage system of a commercial building at Willowbrook Golf Course,Brookfield St., as more specifically shown on plans entitled"Site Plan—Clubhouse&Parking Lot"prepared by Reino Hyppa&Associates,Map No. 19-0I-1C,Drawing No(s) 1,dated 3-21-02,with revisions dated 4-08-02,and subject to the following conditions: 1. Cleanouts be located every 100 feet. 2. Trees shown over sewer line on site plan are relocated. 3. Grease inceptor be installed to meet the 24-hour flow standards. 4. A connection charge in the amount of$2,800.be paid at the time the permit is issued. 5. Technical approval of the Town Engineering Department. 6. Final Authority approval and acceptance of the sanitary sewerage connection will be given once The sewer line has been installed and inspected by the Town staff,and based upon the written Verification of the Town staff that said sanitary sewer line was installed in substantial conformance with the design plans previously approved by the Authority,and meeting all Town regulations and appropriate technical specifications relating to sanitary sewer construction. This approval letter must be superimposed on the final approval plans. Very truly yours, oseph Carino, Chairman Water Pollution Control Authority JC:dd Cc: Matthew Galligan,Town Manager Michael J. Gantick,Director of Pub is Works Jeff Doolittle,Town Engineer Marcia Banach,Director of Planning John Collins,Chief Building Inspector I REINO E. HYYPPA & ASSOCIATES, Inc. [ r Civil Engineers&Land Surveyors Fir 124 Hebron Avenue Glastonbury, Connecticut 06033 Tel. (860) 633-5218 Fax (860) 633-3742 June 6, 2002 Fred Shaw, Superintendent of Pollution Control Town of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: Willowbrook Golf Course Grease Trap Dear Mr. Shaw: We recently spoke about the size of the exterior grease trap at the Willowbrook Golf Course and you indicated that it could be sized for the 24-hour flow from the kitchen. The problem we are having is obtaining data on water use in a kitchen only. To simplify matters, I recommend that a 1,000 gal. grease trap be used based upon the following: Total estimated water use: 11250 GPD Estimated maximum two-thirds flow from the kitchen: 2/3 x 1,250= 833 GALS USE: 1,000 Gallon Tank Your timely response to this would be greatly appreciated. Respectfully, REINO E. HYYPPA&ASSOCIATES, INC. KBS/cb enneth B. Smith cc: Willowbrook Golf Course i� 19-01i ' r An Equal Opportunity Employer C R F r cr►Yiat4 t�wM •f� t� a u Tiovw-z' 0114C 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soe.co TELEPHONE (860) 644-2511 June 7, 2002 Mr. Kenneth B. Smith Reino E. Hyyppa&Associates, Inc. - 124 Hebron Avenue Glastonbury, CT 06033 Re: Willowbrook Golf Course Grease Interceptor Dear Mr. Smith: In reply to your letter of June 6, 2002, the 1,000-gallon grease interceptor you have proposed will be acceptable for the above referenced project. Please feel free to contact this office if you have any further questions. Very truly yours, C. F. Shaw, Superintendent Bureau of Pollution Control CFS/dd CC: Jeffrey Doolittle, Town Engineer ✓ RECEIVED JUN 17 2002 SOUTH WINDSOR ENGINEERING DEPT. 1°W N aft 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 soe-co TELEPHONE (860) 644 2511 June 13, 2002 AjVD Willowbrook Golf Course 200 Sullivan Ave. South Windsor, CT 06074 soup�WNo SA��S oN RE: CERTIFICATE OF OCCUPANCY REQUEST Ns RVP1O"coMM 124 Brookfield A reminder concerning your upcoming request for a Certificate of Occupancy - the Town of South Windsor requires that your request for a Certificate of Occupancy be made at least 48 hours prior to the date required so that final inspections and, if necessary, revisions to the final "As-Built" plan can be made. In addition, unsatisfactory or incomplete work may require additional time to schedule reinspections and to process this Certificate of Occupancy request. The request for a Certificate of Occupancy must include a final "As-Built" plan which must have an A-2 Certification, original seal and signature of a licensed surveyor, and information as per the attached checklist. If the request is made after April 15 or before October 15, all site work must be completed, including final grading, topsoil and seeding. If the request is made after October 15 or before April 15, a bond will be required for site work that is incomplete due to weather conditions. This bond, in the form of a Certified Check made payable to the Town of South Windsor, will be a minimum of $2,500 for all lots except for those in DRZ's which will be a minimum of $750.00. The actual bond amount will be set after an inspection of the lot is made. Accompanying the bond shall be a notarized letter signed by the buyer giving the Town of South Windsor, and its agents or assigns, permission to enter onto the property to inspect the site work and, in the event it becomes necessary, to complete the work. If you have any questions, please call me at 644-2511, Ext. 245, or Marcia Banach, Director of Planning at Ext. 253. Very truly yours, JeffreY B. Doolittle, P.E. Town Engineer J BD/cm cc: Jeff Folger, Environmental Planner/Conservation Officer ' s • t • • • _ qk 4FOak I 1 • • • r r Lam,iT...i �► � i �.�����-_--V- ;`-/, AL �t ILaa. a Ung • -�-�-�_ „�is< a Rw ? Alma Of � or v �• "`�I --its". , �� i 1� all Ilia , d �I � 46 4-1v J 64 c; TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE & SUBDIVISION' GENERALS CHANGE ORDER CONTACT PERSON f% =1l Z Phone No. ;�W, / Address Site Name P&Z No. Owner_ f/�t�1 Phone No. zell zee Contractor G f Signature of Date: G Signature of De'" ii g g gr. Date: CHANGE: (Describe location and nature of change. Include Four (4 ) copies of plan/profile of Change. } Reason for Change: (Why is change required) APPROVALS: (As R red) q Dir. Of Planning/ ,(,�(,Q / L {� Date: Town Engineer Date Dir. of Public Works Date: Other: Date: STAFF COMMENTS: White -` Town Engineer. .*eTrow - Applicant Fink - Director of Planning Goldenrod - Engineering Department yoloo o� eohowt ` 1. 'oD �. RIGHT OF ACCESS OVER CART PATH F`L,98, 5± IN FAVOR OF 1KL OWBROM PET CEMETER'� 6 r v :r . Patric ' .O Q se psi Irrtgcttion Q 7 o Volves �p ' if qua. 1*5 Wit 4L�``` 7.10 • yl -9.7.73 =83.43 (15") I /' ' �' \• �. 'O.NN Sf4 :J 9 w� 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074 sox•co�' AREA CODE 860/644-2511 January 13, 2004 Mr. John Kelley Topstone Golf Course 516A Griffin road South Windsor, CT 06074 Re: Appl#01-28P, Willowbrook Golf Course Dear Mr. Kelley: This is to advise you that the Planning and Zoning Commission voted on January 6, 2004 to release the Erosion and Sedimentation bond for the above-referenced project in the amount of $20,000.00. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s)will be available. If youhave any further.questions contact the Planning Department at 644-2511, ext. 252. Thank you. Sincerely, Cj.e,6 ff6A-C� Timothy H. Wentzell, Chairman Planning&Zoning Commission THW/kak cc: Town Engineer fit. S'3'^�' - _�+n'e'«a�R�'vw'gSFjid-afs; i r9R711�A#CR16[3.3 TOWN OF SOUTH WINDSOR STAFF SITE CHANGE FOR SITE SUBDIVISION GENERAL: a CHANGE ORDER CONTACT PERSON Phone No.�l '�t Address llwww � Site Name 4`,��/O/C)13 1 W' 1 le'<l 5L'` P&Z No. ©f 'ZBP Owner A Phone No. Contractor Signature of Owns Date: /Z Signature of Design a4r. - Date:. / Xr 03 CHANGE: (Describe "location and nature of change. Include Four (4 ) coies of' plan/profile of Change. ) Willowbrook toff' Coura ,' 124 Oftokfieeld St., S. Wiadeor, CT 06074 n n oase, -k Reason for Changes ( hy is change required) (1)'Tatio to provide better ambiance and allow outdoor lurches (no change in menu (2) Cooter to provide needed cold storage. APPROVALS: (As Requi ed) Dir. Of' Planningf�; 'A_ � . Date: -14/10 Town Engineer . .�. ' .. Date: "���' 1.3 Dir. of Public Wor s Date: Other: Date: STAFF COMMENTS: w Y 4 �gg } 1 White Town Engineer Yellow``-. Applicant Pink - Director of Planning Goldenrod - Engineering Department R r 10 N Se C� y x r 7-own �Soot vzn� o y � 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 l�DSOR.CO��aF TELEPHONE (860) 644-2511 July 1, 2004 Mr. Kip Shepard P.O. Box 415 East Windsor Hill, CT 06028 Re: Appl 01-28P, Willowbrook Golf Course Dear Mr. Shepard: This is to advise you that the Planning and Zoning Commission voted on June 29, 2004 to reduce the landscaping bond for the above referenced project from$10,000.00 to ZED t Please forward an amendment to the bond we are currently holding showing 4is reduction at your earliest convenience. Sincerely, 09-* C�L4 �4 0-11— Timothy H. Wentzell, Chairman Planning&Zoning Commissioner THW/kak cc: Town Engineer P pW N SE4 � Tou"In �S-flut4i O J C � a & 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074 SOR•CO AREA CODE 860/644-2511 REVISED July 9, 2004 Mr. Kip Shepard P.O. Box 415 East Windsor Hill, CT 06028 Re: Appl#Appl. 01-28P, Willowbrook Golf Course Dear Mr. Shepard: .This is to advise you that the Planning and Zoning Commission voted on June 29, 2004 to reduce the landscaping bond for the above-referenced project from $10,000.00 to 2,000.00. Advance arrangements should be made to pick up the bond to ensure that the necessary contact person(s)will be available. If you have'any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Sincerely, // Timothy H. Wentzell, Chairman Planning&Zoning Commission THW/kak cc: Town Engineer Y STATE OF CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION Cyr T 9J9T�N� January 3, 2005 RANBT �LIT FRECEIVED JAN 6 2005 Mr.Matthew B. Galligan 2005 Town Managerof jj1W,_) �� I1540 Sullivan Avenue South Windsor,CT 06074 WINrSOR Re: CGS Section 22a-6h Notice Town of South Windsor DIV-200301877 Dear Mr.Galligan: Section 22a-6h of the Connecticut General Statutes(CGS), as amended by Section 3 of Public Act 98- 140,requires the Commissioner of the Department of Environmental Protection(DEP),prior to approving or denying certain permit application,to publish or cause to be published notice of his tentative determination regarding such applications. This Section also requires that"The Commissioner shall further give notice of such determination to the chief elected official of the municipality in which the regulated activity is proposed." fri,accordance with this requirement,we are providing to you a copy of the tentative determination notice regarding the above-referenced application. If you have any questions,please feel free to contact Brian Golembiewski of the Inland Water Resources Division at(860)424-3867. '� Sincerely, Oeise'ru�zick ,Actin irector �r r Inland Water Resources Division TAI (Printed on Recycled Paper) 79 Elm Street • Hartford, CT 06106-5127 An Equal Opportunity Employer STATE OF CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION RR__J, ow Jst`N TRANS?• � SLIT 566-7220 NOTICE OF TENTATIVE DETERMINATION AND INTENT TO WAIVE PUBLIC HEARING DIVERSION OF WATER- Application No. DIV-200301877 Town: South Windsor Waters: Groundwater The Department of Environmental Protection hereby gives notice it has made a tentative determination to approve an application submitted by Willowbrook Golf Course, LLC (the "applicant")under sections 22a-365 through 22a-378, inclusive of the Connecticut General Statutes for a permit to divert the waters of the state. The.name and address of the permit applicant are: Willowbrook Golf Course, LLC, 124 Brookfield Street, South Windsor, CT 06074 Attn: Christopher Guilmette. Specifically, the applicant proposes to withdraw a maximum of 0.231 million gallons per day of groundwater at a maximum rate of 300 gallons per minute from an existing gravel packed well for the purpose of providing turf irrigation water for the Willowbrook Golf Course in South Windsor, Connecticut. The proposed activity will affect the Podunk River and associated inland wetland systems. The proposed activity will take place at the Willowbrook Golf Course at 124 Brookfield Street in the Town of South Windsor, Connecticut. Interested persons may obtain copies of the application from: Christopher Guilmette, Golf Course Superintendent, Willowbrook Golf Course,LLC, 124 Brookfield Street, South Windsor, CT 06074 Telephone No. (860) 648-2061. Pursuant to section 22a-371 of the Connecticut General Statutes, the Department has found that the application is complete and has determined that the proposed diversion 1) is necessary, 2) will not significantly affect long-range water resources management, and 3)will not impair proper management and use of the water resources of the State. Accordingly, the Commissioner hereby publishes its intent to waive the requirement for a public hearing,provided if the Commissioner receives a petition requesting a hearing signed by 25 persons on or before the deadline for receipt of written comments specified at the end of this notice, a hearing will be held. Notice of any hearing will be published in a newspaper having general circulation in the area where the proposed diversion will take place or have effect. All interested persons are invited to comment on the tentative determination concerning the application. Comments should be directed to Brian Golembiewski, Department of ( Paper Printed on Recycled P,i p ) 79 Elm Street • Hart Cord. CT 06106-5 127 An Equal oppo•tunih• Empinrrr Environmental Protection, Bureau of WaterManagement, Inland Water Resources Division, 79 Elm Street,Hartford, Connecticut 06106-5127. The application and a copy of the draft proposed permit are available for inspection at the office of the Inland Water Resources Division at the above address from 8:30 am to 4:30 pm Monday through Friday. Questions may be directed to Brian Golembiewski of the Inland Water Resources Division at(860)424-3867. Written comments on the application must be submitted to the Department no later than February 2005 . Date: January 3, 2005 enise Ruzic ,ActingZirector Inland Water Resources Division Bureau of Water Management ti t .. •fi':ice _ `�.\'•S, _f' .f.. r' �. •./",h•G,,: �'%` �::,. ;�� .,-- e - `+.t `Y `..... .-�-. t' �,''^ ma's-..•.. `•-,�� -� .� 7. 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'•rre.:s �."9� •.. •� S 1 /I �' d1 i 1 r S l 20 J,F�ytCl :.��'i` �. is ,.✓ 'R'S>"r r �fJ 2`v f .'� _ S '1 tt r'~ D:• . .i'•rr''� ''/:•���ryl 1 ;e:•"l t -30 ��: O?�•�l - .:-1_�`i'•• r •''t T4k��r?�`;,>'<'. �•i� t,•a;it• i 3��-?. <C Name: MANCHESTER Location: 041°51'13.9" N 072°33'50.9" W Date: 1/15/2003 Caption:Willowbrook Golf Course Scale: 1 inch equals 2000 feet Diversion Location Copynght(C)1997,Maptech,Inc. ovi N Se4 7 - 1/ c� -0� o�SIOJUU GA� E'a ° 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 fy�SOR.C° TELEPHONE (860) 644 2511 September 14,2010 Mr. Kip Shepard P.O. Box 415 East Windsor Hill, CT 06028 Re: Appl. 01-28P, Willowbrook Golf Course Dear Mr. Shepard: This is to advise you that the Planning and Zoning Commission voted on September 14, 2010 to release the above mentioned landscape bond in the total amount of$2,000.00. A check will be mailed to you from the Town of South Windsor. If you have any further questions contact the Planning Department at 644-2511, ext. 252. Thank you. Very truly yours, Patrick Kennedy, Chairman PLANNING&ZONING COMMISSION PK/ma cc: Town Engineer � 1 7� BOND RELEASE TRANSMITTAL DATE: 9-15-2010 i i� �3 i APPLICANT NAME Five S. Group ADDRESS PO Box 415 East Windsor Hill, CT 06028 PROJECT LOCATION/ADDRESS Easterly Side of Brookfield LOT j P&Z OR IWA/CC APPLICATION NUMBER 01-28P SUB ACCOUNT NUMBER 500014 ORIGINAL BOND AMOUNT $17,000 Please Release $2,000 Please release the bond indicated above as all of the required work has been completed. I) 11 9/15/2010 NME DATE 7/°2�/�� BY FSCaa� CHECK # ISSUED DATE W:\Planning AdminTormsTermits-BondABOND RELEASE TRANSMITTAL 08-27-01.doc �pWN 8 a � - 1540 SULLIVAN AVENUE • SOUTH WINDSOR, CT 06074 r�OsOR-co TELEPHONE (860) 644-2511 August 21, 2015 Five S Group P.O. Box 415 East Windsor Hill, CT 06028 Re: Appl. 01-28P, Willowbrook Golf Course IWA/CC Bond Release To Whom It May Concern, This is to advise you that the Planning and Zoning Commission voted on August 18, 2015 to release the following bond as follows: Appl. 01-28P, Willowbrook Golf Course—$15,000 IWA/CC Bond reduced by$15,000 leaving a balance of-0-. A check will be mailed to you from the Town of South Windsor. If you have any further questions please contact the Planning Department at$60-644-2511, ext. 253. Thank you. Very truly yours, Bart Pacekonis, Chairman PLANNING &ZONING COMMISSION BP/llz cc: Jeff Doolittle, Town Engineer Jeff Folger, Senior Environmental Planner BOND RANS RELEASE T MITTAL S DATE: _8/21/15 APPLICANT NAME Five S Group ADDRESS P.O. Box 415 East Windsor Hill, CT 06028_ PROJECT LOCATION/ADDRESS LOT Willowbrook Golf Course_ P&Z OR IWA/CC APPLICATION NUMBER 01-28P MUNIS APPLICATION NUMBER SUB ACCOUNT NUMBER 500014 ORIGINAL BOND AMOUNT $45,000 with $20,000 released on 1/22/2004, $8,000 released on 7/7/2004, and $17,000 released on 9/20/2010. Please Release $_15,000 to leave a balance of -0- Please release the bond indicated above as all of the required work has been completed. Lauren.Zaramdo 8121115 NAME DATE 600 I/ � ! / BY s CHECK # ISSUED DATE W.Tianning Admin\PZC\Bonds\2015 Bonds\01-28P Willowbrook BondReleaseTrans.doc